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HomeMy WebLinkAbout7.1-208- I 11 I , - I - . BENCHMARK .11% : I 1� I 11 - , - . 11 1. ED OF CALIFORNIA � z D TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION � — O _ 0 A I � AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM I - I I I ' ' . [0[-p --I P= n (:( \ffQ) =pjn'VH[F '�__-," =HU ()[y PU55 -- . BEARING BASIS LIDJ LRIUN�io I - THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY . INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH I LINE BEARS NORTH 89°12'18" WEST. PL N FORCON TR CTION , CITY STANDARDS THE FOLLOWING CITY I STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS:' I I ST -22: STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS, ST -1: CURB AND GUTTER ST -3: SIDEWALK . - PHA SW -3: PAVEMENT PATCHES SW -5: FRAMES AND COVERS I I I SW -6: STANDARD 6" CLEANOUT , . 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SG -2 - t _. 1, SIGNAL j E-1 � ' - ' ____ 1 ELECTRICAL I I � - ­ E-2!, . 11 - . _., - - --- ELECTRICAL � - - I � ____ I - -I----- -_ --- . - - -_ PHASE DRAWING TITLE ____________.__ �----.,-.------,---.--,---,---�� ,-.,------ I CONSTRUCTION PLANS -PARK AMENITIES --- __ � � -- ------ _,_,______,_.___ _,________,_.__________ OVERALL SITE PLAN __-, " ___ ___ � ____ ____,_,._________ 2 GENERAL SITE PLAN ­_ � I - - -1 _­_____ -__1__-__._1____ __ ___­.___ .1_­_­ 2_1_SITE PLAN __-_ -_ ---I--.--- ­­ -_ 4 GENERAL SITE PLAN 1--_-- I 11 ­ 11----- -_ ­ -_ ­­ ­_ — 4 SITE PLAN__ I ------- ,--.-�--,---�--.----.—�.,------.--- 5A GENERAL SITE PLAN - ­_­ - 1- ­.-------­­­---- ­_._______,___ 5A__SITE _PLAN _,._.____ - - __ _ ---.-..- 5A SITE PLAN �- _-___11__ -11- 1_____1__-___.___-___ _____ ­­­_ 5BGENERAL SITE PLAN - .___,-,-�-"-,-----.��,�---------------��-,.----- 513 SITE PLAN .-I.--------'- - --'-"'*- -1 - ____ .. ­ -­ 12GRADING P_LAN­______ 4 GRADING PLAN .-,-----.,--, I - . - 4 GRADING PLAN RAMP & STAIRCASE DTL _-11 -- I I - -1 � - - ­­­­ 1___-_-________ - -1 .-,-----. -, --- 5A GRADING PLAN ­ ---------., ­­ -- ­_ - ­ - -- ---.,-- __ __ 5A GRADING PLAN - I 11---11 -- ,_._________,_______ 5B GRADING PLAN I - --­ � I I - - - I I—- 1___.___.__ ­ _­ — __ - - -_ 4 PARK CROSS SECTIONS "X,"B" & C I—- -111 I I I I 11 I - I 4 ­70ARk CROSS SECTIONS "D", "E" & "F" - -_ I 5A----7-PAki�ItkOSS'�ECTiON,�--"���"b"���lkii----- 5A -- _ - - -1 - - ------ I--.--- 5k_ PARK CROSS SECTIONS "I" & "J" I ­­— _­ - ­ - � I -- I ­ - � ­­­_._______ __­___________ 5B PARK CROSS SECTIONS "L" & X' I- --l- I I - I "I 11 1- � -- ,- - � 1- --I-- --.--- --- 5B PARK CROSS SECTIONS "M" & "N" - I I 1- - 11- I - .. I - - 2 1 PARK CROSS SECTIONS "O" & "P" 11- _. -_ _- 2 I -1 I � -11 -1-1-- � -- _­­ .I-.,--- 2 .... PARK CROSS SECTIONS "Q" & "R" 5A:—'-- __17THj____S`T " STREET T -PLANS -------- _.__^_ - __ - -'- -.-_- - I ­_ I - -1 ­_ 11 ­__ 5B 18TH ST. STREET PLANS � ­­­­ 11-1 I - I-- I __ I -11-1- I ­­ __ --- --___ . __ __ __ 5A& 5 ' B 1 STREET CROSS SECTIONSI­­ 5B 18TH ST. PEDESTRIAN CROSSING - 1. -_ -- ­ ­ I----- STORM DRAIN & SEWER PLAN 2 --I--.--- I I -1-1 ­_ -1�-.�-1-1---,--.-,-------�.-,-- -_ 1---- --I-,--- WATER PLAN I I-- F - � ____,_____ 14____-I R PLA j ER PLAN _ ­__ _ 5A WATER I I 1-1-1111 _-____1___1_ ------ — 5B WATER PLAN ­­_­ I I 1-1 ­ ­­ I I 1_-___-____111_.__._ ­ - ___ - __ - _ _ __ __ TRAFFIC --,SIGNAL ,&,.LIGHTING PLAN -18TH STREET TRAFFIC SIGNAL & LIGHTING PLAN DETAILS .----- � - - _ - - ­ --- I—- -I--- __ DETAILS_ 2 1 SINGLE LINE DIAGRAM - 208 VOLT ",---I � I,--- - I I I -1.1 11 VOLT --- --..-''-.--- 2 I ELECTRICAL LOCATION PLAN .-,---,-- - ,----,.--. DRAWING INDEX ___ __ — ___ --.------- ___,______, ,-"- SHEET NO. PROJECTELEMENT I PHASE [ DRAWING TITLE , -.----- ____­_ - ____ ______-________-'____ ________,______ , , - ____ - - -1, , E-3 ,.ELECTRICAL— 12 __] LIGHTING PLAN � ­­_ ­­_ - _­ I —_ - ____ _ --- ---- __ - -.---,-- ______________ __ E-4 ELECTRICAL SINGLE LINE DIAGRAM - 480 VOLT 7 1 1_1__________-1- . -I --- ­A______� -1-1-11- � ... --11. 1- I _. ­_ __­ - __1 - I-.------- I - ­­­ ­__ E-5 ELECTRICAL 4 f_SINGLE LINE DIAGRAM - 208 VOLT � ,- - - ­ _____ _ ", _ _____ ,- - ____________, E-6 ELECTRICAL 4 1 ELECTRICAL LOCATION PLAN ' ­_ , - - - L -_ - - - -_ -_ - E-7 ELECTRICAL 41_ELECTRICA`L'L1'GHT1_NG PLAN----'--------- ---'- - i � ... ___ ,_ ------ --- - - --- --- __ -­ 111--- - -11_____,______________ - ­ __ - ____ , E-8 ELECTRICAL 4 ELECTRICAL POWER PLAN I ­ _-_.____.__-1 I 111- 1. 11 11.1 __-________1-_1 -,,-- I------- - - _-__11 - ._1_____.__-__. - ------- - _ .... ­_ - I E-9 1E-_1 _L.E_C_-_TTR11ICI AA -1L I4 CO, " N�DUIITSI I A-NI -DI WIRE S----C--�HEI--DULE --'--'-'-'- -'DIAGRAM-''__- -- E-10 ELEC1-1- -1 �kSINGLELINE-208VOLT E-11 ELECTRICAL 5A ELECTRICAL LOCATION PLAN : --_..______1 I --1-11- I---,----,,--- I— - � -1 -1 - -1 - I—- - -1__-__._ __-__1__1______- ----------I-- - . ­ ­_ - - E-12 ELECTRICAL 5A LIGHTING PLAN � I I I - - - - E_-_13______TEL,EC T_R,_1CAL 5A--tP- O-W'ER'PL--A---N*----- ------------------ -'-- ---' � - 1-11 - 11 -1 1___-___11-___________-__.__ 1__._1--_____- -1. - - ­__ ,.,-,-----,, -_ � - CONDUIT .1 I - T - AND W I IRE SC I H - EDU - LE __-__-____1.. ____ -----I-- ­­ � E-14 ELECTRICAL 5A�_�_ 1 - - _­___.___.__ - I 1- - 1__ ____ � I I - - --1 - ­_ -1 - - - - _ , I - ------ ______ �_ ­ __­_ ­ -1 E-15 ELECTRICAL 5B � SINGLE LINE DIAGRAM - ________. __ - _ 11 ____-11 -.—_,_I_, - - � ­ -111 11 � __ ____1__-_-1_____,__,__ ---- -- I -­ - E-1,6-------ELECTRIICA,L------,5B,. !.,ELECTRICAL LOCATION PLAN � ____ - - - - .. .... - - __ ­_ - I - - - I -1- .------I-- - -111--l- 1_._1_1__-.-_1___1.__- . . I E-17 ELECTRICAL 5B LIGHTING PLAN, : 11_.1__­1______­_________-�1 - � ... - - �.-I-�.---.—,,---,---.--,---,-�-_----�-,-,,-- I,-,--,- E71_8___.__LELECTRICAL - .,5B--..,POWEIRIPLAN----.---,--,---.,------,.--"----..-----', - , , __ - I_- - -1 I I ____ I � ­_ - I -1 I.- --1 -1- 11 E-19 ! ELECTRICAL 5B CONDUIT AND WIRE SCHEDULE ­ � I --- - - I WF -1 _T WALLII ­ &­ - - F E N d _E I- 2 RAILING 11 PLAN ---"-�1--l------��--�-�---��,�,�-.11--,----,--- - - -11-1 ­ - ,11---— -I -----.- -_ I - I -- WF -2 WALL & FENCE . 4 1 WALL & RAILING PLAN I --__1 ­_­­_ - I-.,--- .­­ -1 1-1 - 1-1-1-1 1-1 IWF-3 WALL & FENCE 4_RAIL PANEL DETAILS "I----.--. --- ­,.__ I-- --1- _1 _- ------------.- _-_,-_- -------- WF -4 WALL & FENCE 5A 1 WALL & RAILING PLAN � . . ...... --I--..-.----.--,-- , 1._____1 ----,-- --1-11-1111 ­ ­_ - - -.1111-- -1_____.._.1 ------ ­­­ -1 ­ --­ I- -- " WF -5 WALL & FENCE 5B j WALL & RAILING PLAN ; I ­­­­ ­ ­__­__­__ -1 I - 11 - --- � - I I I ­-­- ______1____-- -I - I . I WF -6 WALL & FENCE 4 1 WALL & FENCE ELEVATIONS -.---I----.-,--- 1-1 --I--- -1 - I -11 - ­_________,__- ------ __ -.-- - - _1-____.__1__1_- I ­ --- WF-7 ___WA_LL&_FEN10E_ 15A WALL & FENCE ELEVATIONS � 1. -11-- __­_._____, __ � - ­_ —0- - � __ - - I , --- , - - - ____________- -, - --- - - --- WF-8____WA_LL&1FENCE_______j_5A I WALL & FENCE ELEVATIONS : - '_ - - - --'- - - - _' ' WF -9 WALL & FENCE 5B--tWA-LL--&"-FENCE--E-LEVATIONS------------ - __ - _­ - _WALL -- - ----- - - - '-"-- - -,-,- , - __ ----------- ___ ; W -F-110---1 YVALL_8, FENCE � 5B WALL & FENCE ELEVATIONS I I___ , .�-----,-,..--"--��-,-".-,,---,- ,.----"----,-------.----,-.-----,-----,-,--,--,-,---", , - " - , __ -WIFA I I WALL & FENCE _ _ - —-­-.---1-�-----�----- __­_- - I I I - - " . WF -12 WALL & FENCE -RAILING DETAILS __­__.__.. -----,--"---.- WF-13 WALL & FENCE RAILING DETAILS : I -------- - � -1 ,­ - 1_- ---I--.--- ------,,- --,�,-�,,�.-----"-""----�.--,--,--,---.--.-�---, , - ___', , AE -1 AERATOR AERATOR DETAILS � 11- ­ __­_ -I I � ­______________ - , ___ __-, ___ -, ___ ___ ------- ____,____,_ _______ --,-.- : BC -1 BOULDERS & COBBLES COBBLES & BOULDERS PLACEMENT I __ � - -, - , , - .. .... , , , , , - - _ BC____T - - - ' - " ­ ­ - - ' 1 2 I BOULDERS & COBBLES�_ COBBLES & BOULDERS PLACEMENT , - I . . . . ............ �­, 1- -1- - � ­ I . - I I-,-- ____." , , _ � � - � _ _'. -, , ,____,_ ______ _, _,_--111. BC -3 _ I BOULDERS & COBBLES COBBLES & BOULDERS PLACEMENT ; I ___ ____________t -1 -----------.-------,---.--,---------,-- - - - I -- - � - __1____-_1__ ____ I ----------- -,-- - ­ I ­ -_ DT -1 I DETAILS— I -PARK ,ITEM ,DETAILS �-.---,----�-------- 11- -1 - -1 - --- � -1 I—: DT -2 I DETAILS PARK ITEM DETAILS � - --------4 . ____.___.­ - ------ -_________-.__1___11 1-1 , : DT -3 I WALL DETAILS � � I "I 1_._,______[ DETAILS - , ,-- , - - - -,-- --,-,-,- ------,-----,--- ----,-,,-- __ - __ ___ - - ____ --- _� DT -4 1 DETAILS ____j ELECTRICAL & MISCELLANEOUS DETAIL ,�--�-�l.--�----"---,-,�.-,��-,----- t �____j - ------------ ----,.--- -,-,- ----- -- - � : I --!--- I , SHEET NO. ' PROJECT ELEMENT --- PHASE I I I L-1 LANDSCAPE & IRRIGATION � -1 � - - j 2 11 I L-2` LANDSCAPE & IRRIGATION 2 I 1-1-1-- I - 1. - I ­­­_ L-3 I LANDSCAPE & IRRIGATION 1 1 L-4 � - ' - - ' � - � LANDSCAPE &-­IRR_IGATION I - I - - - I----- 4 4___ 5A , : L-5 LANDSCAPE & IRRIGATION --­ - __—— . - "I- ___ i L-6 LANDSCAPE & IRRIGATION � I I -1 I . _­ 1.1---l-11 - I 11.11 1-1 _____ I I -_ 5A ____ ; L-7 � LANDSCAPE & IRRIGATION - I 5A - -,- - I - I ­­ � L-8 . LANDSCAPE & IRRIGATION . I - I -1- I � I 1-11- I L-9 -- � LANDSCAPE & IRRIGATION I - ' ­ -"----' - "-'--- '___j__-___ � L-10 . LANDSCAPE & IRRIGATION 5A _,___ 5A 15A __ - � 11 . 1-1-1 ­­­--­­­ I -111-1 -- I I ---,, ; L-11 LANDSCAPE & IRRIGATION ­_ I 5B I I ­ I - ­ � -1 -_ I L-12 ­ 111. -1 LANDSCAPE I APE 11 & - IRRId- ­ 1--T-' I ATION � � -­­ -1 - - ­ - - � L-13 I . �LANDSCAPE -1 & -- I . R , RI , GATIO I N - - 5B tF-- : - I - ­ -­ 11 - I � - ----- : L 14 LANDSCAPE & IRRIGATION : - I I I ­ � � -111-1.1-111 -1 � L-15 , LANDSCAPE & IRRIGATIONS 1-1 --- ,.---,.�-�--,----�--.-�-,-,---�.,-- , DRAWING TITLE LANDSCAPE PLAN - ------- 1. - - IRRIGATION PLAN 11-11-- ­_­ ­­­­ - LANDSCAPE PLAN - I -­ ­_ 1- IRRIGATION PLAN - I-.,--- ­.- ­-----­---- —_ LANDSCAPE PLAN - PARKING ­ - - - - LANDSCAPE PLAN - CANAL SOUTH , __ 1-1 ___-___1_._ 1. I—- - LANDSCAPE PLAN - CANAL NORTH - -- ­ I - I- ­­­ - --.--.I--- - IRRIG-ATION PLAN - PARKING I -­_- -1 _._-________ -IRRIGATION PLAN - CANAL SOUTH - _-- _ ­-- - IRRIGATION PLAN - CANAL NORTH - . , -,-"--. -1-111 ------.--..-----,-�------------., L,ANDSCA ' PE - PLAN -IRRIGATION PLAN PLANTING &'-IRRIG-A--T_I_O_N_'SC_HEDUL_ES , - ---- - ._ ­_____­­____ - - -LANDSCAPE &IIRIRIIGIAITION--CITY IISTANDARDS . ­­ - LANDSCAPE & IRRIGATION CITY SPECIFICATIONS SUBMITTED BY: MEYER, R.C.E. 28 /-/1.07 DATE File Name: COB08002TS1.DWG CITY PROJECT NO: P6K1 17 STATE'OF CALIFORNIA t, � 10 -,--. .-I -- ­ ­­ � ,�p ,; ,,- , , , I ,;q i -�m � , ; TF�;, sve'!tdc, � � , ''., �, I , - 'I IT' F 'I". . - � I 0 "'i I � I , , - . � � , . . 1-1 � i I I . � - -; �— ---T 7,,4 , 0 1 ,+L " I '%i I'l _�- 6, " " i4i '' I , ; �� — 'I', , t � , ) e� � � " I 11 "'. 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PEDESTRIAN AND BICYCLE PATH -------- ------------------- ------------- 11 - ------------------- ----- -------- --------------- (;A ----------- - — - — - — - — ---- - — - — - — - — - ------ --------- t ®r"4_ -------------------- - PEDESTRIAN AND BICYCLE PATH T Iq + W F. SITE MAP SCALE: 1"=80' "R" STREET PHASE 41 rWnZ - qm(gu & IPI%Ru @)IF unul(B (OKunme'UD RICHARD MEYER, R.C.E. 281 /-IT- 617 DATE R 4- ffi-fn) F9 I ------------- L 685018.089 N f3 "R" STREET ----------------- MONUMENT STA. 44+93.28 N, 10+00.01 E + LIJ C/), =V11 L--------- - F j - I. STREET 0- 0- @;D M IE __T MONUMENT STA. 3.6 31+06.67 N, 6+53 E T—68-3-63-6-.6-6-4- N --- 1698983.304 E ---------- '7 V:F LJ_J L ' Cf) f L L+ - -------- --- ----- - ---- ------ 77� i STA. 31+06.75 N. 9+99.96 E R STREET -4 - ------------ - Lu, uj rr PEDESTRIAN AND BICYCLE PATH C/) 00 A N LL 4 T-Lij PEDESTRIAN AND BICYCLE PATH 0 -- -- ------------------- --- - - a. ----- ---- 683626.,(576 N T "S" STREET 99676.2ft E I uj Lu --- ---------- - MONUMENT- -- - ---- W+ STA. 31+06.76 N,� +4 .60 E C/) PHASE 5A Mill ers nad Li, -e as, shculd be, File Name: COB08002TS1.DWG M eye r Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 II - CITY I - CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PH 27'4, 5A & 5B OVERALL SITE PLAN u0� OF 2 SHEETS MONUMENT I — ----------------- STA. 27+43;.62 683273.654 1698977.878 N E N, 6+53.48 E - — - — - — - — ---- >I 1 11 I T --------------- -- KER U L D CKwxU=== 7== I ------------- L 685018.089 N f3 "R" STREET ----------------- MONUMENT STA. 44+93.28 N, 10+00.01 E + LIJ C/), =V11 L--------- - F j - I. STREET 0- 0- @;D M IE __T MONUMENT STA. 3.6 31+06.67 N, 6+53 E T—68-3-63-6-.6-6-4- N --- 1698983.304 E ---------- '7 V:F LJ_J L ' Cf) f L L+ - -------- --- ----- - ---- ------ 77� i STA. 31+06.75 N. 9+99.96 E R STREET -4 - ------------ - Lu, uj rr PEDESTRIAN AND BICYCLE PATH C/) 00 A N LL 4 T-Lij PEDESTRIAN AND BICYCLE PATH 0 -- -- ------------------- --- - - a. ----- ---- 683626.,(576 N T "S" STREET 99676.2ft E I uj Lu --- ---------- - MONUMENT- -- - ---- W+ STA. 31+06.76 N,� +4 .60 E C/) PHASE 5A Mill ers nad Li, -e as, shculd be, File Name: COB08002TS1.DWG M eye r Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 II - CITY I - CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PH 27'4, 5A & 5B OVERALL SITE PLAN u0� OF 2 SHEETS 400 00or SCALE: 1" = 40' 0 20 40 80 PM: RDM Drawn By: MUM AutoCAD File: COB08002SP1 File No: 16(]L COB 08-002 Date: 1/16/09 Rev. No. I Date ITEMS OF CONSTRUCTION Revision Description Approved By PLAN - MILL CREEK PHASE 2 SCALE:1 "=40' L E G E N D PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD=STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% - SLOPE IN PERCENT INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL WATERWAY PERIMETER DECORATIVE RIVER ROCK -- BOULDER BOULDER GROUPING, TYPICAL TOP OF CHANNEL SLOPE RATE AT T---T—� LOW WATER CHANNEL HORIZONTAL TO VERTICAL �-� I _ AND SIDESLOPES TOE OF CHANNEL INCI; meyer ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 t m TOPOGRAPHY �OJ FOUND MONUMENT'AS DESCRIBED EXISTING STREET LIGHT EXISTING POWER POLE ABBREVIATIONS [b] EXISTING STREET LIGHT PULL BOX — EXISTING DOWN GUY EP EDGE OF PAVEMENT TC TOP OF CURB EXISTING CABLE T.V. VAULT EXISTING ELECTRICAL METER C OP OF R 1 SAVA_;k0EXISTING O\ TREE, DECIDUOUS, EXISTING TRAFFIC SIGN CL CENTERLINE ii/ ELEV ELEVATION EVERGREEN, PALM, SHRUB EXISTING STREET NAME SIGN FC FINISH CONCRETE 5399�� SURVEY ELEVATION R EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER LINE ® 0 EXISTING IRRIGATION STANDPIPE - - EXISTING STORM DRAIN LINE W EXISTING WATER LINE EXISTING WATER VALVE (� T— EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT ® E—.G- EXISTING GAS LINE EXISTING WATER METER — EXISTING UTILITY TRENCH EXISTING HOSE BIB EXISTING WHARF HYDRANT - — — 11/ — — lam— — 1'L — _ EXISTING EDGE OF PAVEMENT EXISTING BLOW -OFF ASSEMBLY x x EXISTING CHAIN LINK FENCE s EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE © EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR O EXISTING STORM DRAIN MANHOLE �- LIP EXISTING CURB AND GUTTER ® EXISTING GAS VALVE FLOWLINE EXISTING PIPELINE MARKER — - - - - - - - - — EXISTING PROPERTY LINE M EXISTING TELEPHONE PEDESTAL EXISTING NO.5 PULL BOX EXISTING TELEPHONE VAULT EXISTING TRAFFIC SIGNAL CONTROLLER C2.9 EXISTING TRASH CANS EXISTING MAST ARM TRAFFIC SIGNAL EXISTING DRAIN PIPES EXISTING STREET LIGHTS ��, TRAFFIC SIGNAL Q5 EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD SECTION DESIGNATION: DETAIL DESIGNATION: SECTION LETTER DETAIL LETTER CITY STANDARD DESIGNATION S- 2 2 C0 SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD 4 S/ -- Richard D. Meyer RCE 28104 ftw04 i Ta kersue, -V? Life as it should be. ,Date Mill , CANAL RAILING L \ PROPOSED FENCE C DECORATIVE PAVING PARK BENCH ° = PROPOSED TREES PROPOSED TRAFFIC SIGNAL PROPOSED LIGHT STANDARD LIGHTED BOLLARD °°o°o°°°°°°a°�°o° °°°° DETECTABLE WARNING STRIP C�4 WATER FOUNTAIN 0 TRASH RECEPTACLE CONSTRUCT SEWER PER CITY s STANDARDS Q CONSTRUCT SEWER MANHOLE TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN 4 N MANHOLE TYPE "A" PER C.O.B. STD. S-7 asr CONSTRUCT CATCH BASIN "A" STD. S-12. TYPE PER C.O.B. ® CONSTRUCT PRECAST CATCH BASIN AND APRON f- STATION IN 100 FEET 281 CENTERLINE OF I_ _ CONSTRUCTION BACK OF CURB----,,,,,, CONSTRUCT CURB & GUTTER PER C.O.B. STD. ST -1 FLOWLINE OF GUTTER LIP OF GUTTER BACK OF CURB---,.,, CONSTRUCT 6" OR 8" STD. CURB BACK OF CURB=�!s _ CONSTRUCT PLANTER CURB _ - - - - COBBLE & BOULDER 6 PLACEMENT Revision Description Approved By PLAN - MILL CREEK PHASE 2 SCALE:1 "=40' L E G E N D PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD=STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% - SLOPE IN PERCENT INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL WATERWAY PERIMETER DECORATIVE RIVER ROCK -- BOULDER BOULDER GROUPING, TYPICAL TOP OF CHANNEL SLOPE RATE AT T---T—� LOW WATER CHANNEL HORIZONTAL TO VERTICAL �-� I _ AND SIDESLOPES TOE OF CHANNEL INCI; meyer ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 t m TOPOGRAPHY �OJ FOUND MONUMENT'AS DESCRIBED EXISTING STREET LIGHT EXISTING POWER POLE ABBREVIATIONS [b] EXISTING STREET LIGHT PULL BOX — EXISTING DOWN GUY EP EDGE OF PAVEMENT TC TOP OF CURB EXISTING CABLE T.V. VAULT EXISTING ELECTRICAL METER C OP OF R 1 SAVA_;k0EXISTING O\ TREE, DECIDUOUS, EXISTING TRAFFIC SIGN CL CENTERLINE ii/ ELEV ELEVATION EVERGREEN, PALM, SHRUB EXISTING STREET NAME SIGN FC FINISH CONCRETE 5399�� SURVEY ELEVATION R EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER LINE ® 0 EXISTING IRRIGATION STANDPIPE - - EXISTING STORM DRAIN LINE W EXISTING WATER LINE EXISTING WATER VALVE (� T— EXISTING TELEPHONE LINE EXISTING FIRE HYDRANT ® E—.G- EXISTING GAS LINE EXISTING WATER METER — EXISTING UTILITY TRENCH EXISTING HOSE BIB EXISTING WHARF HYDRANT - — — 11/ — — lam— — 1'L — _ EXISTING EDGE OF PAVEMENT EXISTING BLOW -OFF ASSEMBLY x x EXISTING CHAIN LINK FENCE s EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE © EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR O EXISTING STORM DRAIN MANHOLE �- LIP EXISTING CURB AND GUTTER ® EXISTING GAS VALVE FLOWLINE EXISTING PIPELINE MARKER — - - - - - - - - — EXISTING PROPERTY LINE M EXISTING TELEPHONE PEDESTAL EXISTING NO.5 PULL BOX EXISTING TELEPHONE VAULT EXISTING TRAFFIC SIGNAL CONTROLLER C2.9 EXISTING TRASH CANS EXISTING MAST ARM TRAFFIC SIGNAL EXISTING DRAIN PIPES EXISTING STREET LIGHTS ��, TRAFFIC SIGNAL Q5 EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD SECTION DESIGNATION: DETAIL DESIGNATION: SECTION LETTER DETAIL LETTER CITY STANDARD DESIGNATION S- 2 2 C0 SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD 4 S/ -- Richard D. Meyer RCE 28104 ftw04 i Ta kersue, -V? Life as it should be. ,Date Mill , C 'i L \ i i LU yV11 cl: cvJ ft. TS 4 N p / 4 + — H0 r ------ ---------- I r-- 461 a T — 6'CI NOTES 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD .CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITES MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION 5. CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED WORK FOR THE MILL CREEK PROJECT. THE CONTRACTOR SHALL WORK WITH THESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED. CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 2 GENERAL SITE PLAN 7. 1-d0y 7 ? SHEET NO. 9P4 OF 9 t'- vA �?_A M■ SCHEDULE OF CONCRETE FINISHES & COLORS OBRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE DAVIS COLORS "BRICK RED" #160 OBRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 OFLAGSTONE ° IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX O PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 _ SAWCUTS ON 450 O5 FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX 6 ONEICOBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 O PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 ° a O �° PLAIN, MEDIUM BROOM, "V"' GROOVES AT 8' CENTERS a DAVIS COLORS "DUNE" #6058 g O Q - F T-1 CITY OF BAKERSFIELD STANDARD SIDEWALK NATURAL GRAY CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 COB CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SCALE: 1" = 20' 0 10 20 40 80 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL I I + INSTALL LIGHT STANDARD FURNISHED BY CITY 3 DT -1 �� INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H T-1 T- 4mo L-� INSTALL DRINKING FOUNTAIN FURNISHED BY CITY C T-1 O INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 ® INSTALL PARK BENCH FURNISHED BY CITY T1 CONSTRUCT WROUGHT IRON FENCING CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK T-1 e Q CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 �4� •,.�°� CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 COB CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION L-11 FENCE/BLOCK WALLY 1 ADJACENT PROPERTY 6WNER 1 L 1 z-, o 0 1 I + TYP. 46 DT_ 1 i Lo C-3 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR I I + co DETAIL �� CONSTRUCT CONCRETE PLANTER CURB K T-1 ----- - - ---------------- g a) LL CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO I � WF -5 U CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO NEW Q 1 5 =•__...,, i� � Vii► _ . WF -5 �4� •,.�°� SHEETS L-1 TO • = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION L-11 T T 12 13 I CONSTRUCT ADA WHEEL CHAIR RAMP 88 T- N . COBBLE AND BOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO e INDICATE SIZES BC -4 REMOVE AND SALVAGE EXISTING 6' CIHAINLINK FENCING. REPLACE WITH NEW 6' WROUGHT IRON FENCE WITH PILASTERS AND CURBING. SEE DETAIL A y, \y/ F- ------------- ---------------------- ------------------------------------- i I I I REMOVE EXISTING LANDSCAPE CURB AND POUR NEW SIDEWALK EDGE. ADJUST EXISTING IRRIGATION SYSTEM TO NEW EDGE. ------ - - ------ --------------- - - - z j z TT -1 TYP. Al P C I O WON II I T I I + co I � �� I i g a) LL + ---- T l TYP. 48 ,Y 49 ,- (25) TYP. 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Z/ COB LU 4U, I �o col 1000B COB ' GATE f f TYP. , O , --I yJ SHEET NO. iI ; -------- PLAN - MILL CREEK PHAS 2K'B__�'i Q3poQ- l'o z � X I z 11 12 13 14 15 16 ''7 ya LLN O pc: m O Q O C v co b o O� co c, ca c p a 0 m n Q c-) LL (-) o W U) 1 n i T---------- -- ---- I _ I I o --• - -- -- -- -- �i 'm TYPI , °' TYP. -- - Q W L� F-1_ - CD 50 - T TS - .. W / �. -~� :-- - - - ------- REM VE 1_ W BOLLARDS (3 TOTAL) (� -I j /A 8A i TYP. QJ I i OD �- CANAL i j ST -1 TYP. Z/ COB LU 4U, I �o col 1000B COB ' GATE f f TYP. , O , --I yJ SHEET NO. iI ; -------- PLAN - MILL CREEK PHAS 2K'B__�'i Q3poQ- l'o z � X SP -2 OF TSS 9�- 3 19 20 21 22 23 24 23 23 43 29 30 11 12 13 14 15 16 ''7 SP -2 OF TSS 9�- 3 19 20 21 22 23 24 23 23 43 29 30 T O fri K: I Ji Q ;I ' I ' I I ' I �I W I W 12C I ~ I CIS co t T � ( O LIQ I G z Om z PERIMETER WALL, co � ---- Z IN PLACE ----------- I � 00I--- I oZ EXISTING + + X v I o BUILDING _ - LCANAL R/W r Lu a+oa e TVV L W O O �`` ; _ - -- - `; ---JAI I ACCESS RAMPS AND STAIRS w EDGE OF WALK -r_ -__ .i' Z — XSfING + CANAL R/W W aU. DIVG : as E _.T. _ 81 E Tom"-- - i - -- _- - T':� : �,, ._,-,� h♦,.♦N♦♦�\ - _ .__: _ -.I • • %_ NN'.:. _— _ S _ — _ gyp.,.. - 1. Zai sem►. • �.� 1 t �I . MI. � ♦ __���► o « _ �w��- �C� - .. j t �. Yc1 1. .�..a.► �. .. All ter.. ♦.. 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I I 00 SCALE: 1" = 40' — - _ _ _ R/W CANAL - x x --------------------- - N+ CANAL R/W WEIR STRUCTURE I m EDGE OF WALK i XISTNG EXISTING BUILDING 10' WIDE PRECAST 3UILDING IN PLACE , r ' ARCH BRIDGE, IN — — — --- — -- — — — — 14' WIDE PRECAST ARCH I I PERIMETER WALL, I X PLACE IN PLACE BRIDGE, IN PLACE i , o c -------------------------------- z -- ------ ----------------------- --------------- --------------------------------------------------------------- I 8•SEVU , sw w s- s w s.. w s .. w s s {-s 6.SEWER s 10+00 E "R" TREET e•GI I 1-00 I � --------------------------------------- ---------------------------------------------------- --------------------- ---I - - -- - -- - -- - -- - 0 20 40 80 PM: RDM Drawn By: RDM AutoCAD File: COB08002SP1 File No: 160 COB 08-002 Date: 1/12/09 Rev. No. Date PLAN -MILL CREEK PHASE 4 SCALE:1 "=40' L E G E N D �p`L`op PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD --STANDARD STA = STATION TC ='TOP OF CURB TOS = TOP CF SLOPE TW = TOP OF WALL . ' W = SIDEWALK 2% SLOPE IN PERCENT INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL -- TOPOGRAPHY air, �f. ` TRANSITION -- —1 --�-- — 10'WIDE1RECAST __— x—== --=-R — �— I ARCH BRIDGE, IN —� PERIMETER WALL, i IN PLACE I i I I __ -- --� — - 10+00E i i i 4 ITEMS OF CONSTRUCTION EXISTING STREET LIGHT �- CANAL RAILING ° EXISTING STREET LIGHT PULL BOX PROPOSED FENCE EP EDGE OF PAVEMENT ©O EXISTING CABLE T.V. VAULT 0 0 DECORATIVE PAVING TC TOP OF CURB PARK BENCH EXISTING TRAFFIC SIGN ` EXISTING TREE, DECIDUOUS, —W_. °0 PROPOSED TREES ELEV ELEVATION EVERGREEN, PALM, SHRUB PROPOSED EXISTING STREET NAME SIGN FC FINISH CONCRETE 589 �� TRAFFIC SIGNAL PROPOSED LIGHT SURVEY ELEVATION STANDARD LIGHTED BOLLARD EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER LINE DETECTABLE WARNING I ° STRIP I C�@ WATER FOUNTAIN EXISTING WATER LINE 0 TRASH RECEPTACLE, —r— EXISTING TELEPHONE LINE CONSTRUCT SEWER PER CITY WATER METER s STANDARDS QS CONSTRUCT SEWER MANHOLE I EXISTING UTILITY TRENCH TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT .'EXISTING EXISTING BLOW -OFF ASSEMBLY'S —x 'x'. PER C.O.B. STD. S-20. S EXISTING SEWER MANHOLE ----D CONSTRUCT STORM DRAIN . EXISTING SEWER CLEANOUT PER CITY STANDARDS O © CONSTRUCT STORM DRAIN ® MANHOLE TYPE "A" PER C.O.B. STD. S-7. EXISTING CURB AND GUTTER CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S-12. ® CONSTRUCT PRECAST CATCH PLAN -MILL CREEK PHASE 4 SCALE:1 "=40' L E G E N D �p`L`op PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD --STANDARD STA = STATION TC ='TOP OF CURB TOS = TOP CF SLOPE TW = TOP OF WALL . ' W = SIDEWALK 2% SLOPE IN PERCENT INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL -- TOPOGRAPHY air, �f. ` TRANSITION -- —1 --�-- — 10'WIDE1RECAST __— x—== --=-R — �— I ARCH BRIDGE, IN —� PERIMETER WALL, i IN PLACE I i I I __ -- --� — - 10+00E i i i 4 WATERWAY o EXISTING DRAIN PIPES PERIMETER yj EXISTING STREET LIGHTS `\� TRAFFIC SIGNAL BASIN AND APRON DECORATIVE RIVER ROCK -- C5 EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD STATION IN 100 FEET � BOULDER GRO 21 , 8 _ CENTERLINE OF TYPICAL UPINGCONSTRUCTION TOP OF CHANNEL SECTION DESIGNATION: DETAIL DESIGNATION: BACK OF CURB ----,.,,SECTION LETTER DETAIL LETTER CITY STANDARD CONSTRUCT CURB & SLOPE RATE AT LOW WATER CHANNEL DESIGNATION FLOWLINE3F GUTTER:::/ GUTTER PER C.O.B. STD. ST -1 HORIZONTAL TOVERTlCAL AND SIDESLOPES `. A /� S - CURB -----,,,.,LIP OF GUTTER _ BACK OF CURB -- TOE OF CHANNEL 2 2 CO CONSTRUCT 6" OR 8" STD. CURB BACK OF CURB SHEET WHERE SECTION IS SHOWN SHEET WHERE ------------------------------------ _ CONSTRUCT PLANTER CURB INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD N • COBBLE & BOULDER 6 PLACEMENT Meyer ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Revision Description Approved By Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 10 11 12 13 14 15 16 s��F I a Life Date 1 Milakers 1 iefd- s aIt should be. NOTES 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERT !CAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTA=Y THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. 5, CONTRACTOR IS ADVISED HAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED 1NORK FOR THE MILL CREEK PROJECT.THE CONTRACTOR SHALL WORK WITH T 1ESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED.' CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 4 GENERAL SITE PLAN aa� 2 5 2 5 r'7 2 29 - 7 SHEET NO. gprio OF 9 i FOUND MONUMENT AS DESCRIBED EXISTING STREET LIGHT �- EXISTING POWER POLE ABBREVIATIONS OD EXISTING STREET LIGHT PULL BOX EXISTING DOWN GUY EP EDGE OF PAVEMENT ©O EXISTING CABLE T.V. VAULT ��� EXISTING ELECTRICAL METER TC TOP OF CURB EXISTING TRAFFIC SIGN FL FLOWLINE y CL CENTERLINE �� EXISTING TREE, DECIDUOUS, —W_. ELEV ELEVATION EVERGREEN, PALM, SHRUB - EXISTING STREET NAME SIGN FC FINISH CONCRETE 589 �� SURVEY ELEVATION EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER LINE 0 EXISTING IRRIGATION STANDPIPE -- D EXISTING STORM DRAIN LINE EXISTING WATER VALVE w EXISTING WATER LINE EXISTING FIRE HYDRANT —r— EXISTING TELEPHONE LINE ® WATER METER EXISTING GAS LINE (EXISTING EXISTING HOSE BIB —�;—� I EXISTING UTILITY TRENCH WHARF HYDRANT EXISTING EDGE OF PAVEMENT ' .'EXISTING EXISTING BLOW -OFF ASSEMBLY'S —x 'x'. EXISTING CHAIN LINK FENCE S EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE © EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR O EXISTING STORM DRAIN MANHOLE �- -'LIP ® EXISTING GAS VALVE EXISTING CURB AND GUTTER FLOWLINE PAj EXISTING PIPELINE MARKER — - - - - - - - - = EXISTING PROPERTY LINE M EXISTING TELEPHONE PEDESTAL EXISTING NO.5 PULL BOX EXISTING TELEPHONE VAULT EXISTING TRAFFIC SIGNAL CONTROLLER Q 9 EXISTING TRASH CANS EXISTING MAST ARM TRAFFIC SIGNAL WATERWAY o EXISTING DRAIN PIPES PERIMETER yj EXISTING STREET LIGHTS `\� TRAFFIC SIGNAL BASIN AND APRON DECORATIVE RIVER ROCK -- C5 EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD STATION IN 100 FEET � BOULDER GRO 21 , 8 _ CENTERLINE OF TYPICAL UPINGCONSTRUCTION TOP OF CHANNEL SECTION DESIGNATION: DETAIL DESIGNATION: BACK OF CURB ----,.,,SECTION LETTER DETAIL LETTER CITY STANDARD CONSTRUCT CURB & SLOPE RATE AT LOW WATER CHANNEL DESIGNATION FLOWLINE3F GUTTER:::/ GUTTER PER C.O.B. STD. ST -1 HORIZONTAL TOVERTlCAL AND SIDESLOPES `. A /� S - CURB -----,,,.,LIP OF GUTTER _ BACK OF CURB -- TOE OF CHANNEL 2 2 CO CONSTRUCT 6" OR 8" STD. CURB BACK OF CURB SHEET WHERE SECTION IS SHOWN SHEET WHERE ------------------------------------ _ CONSTRUCT PLANTER CURB INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD N • COBBLE & BOULDER 6 PLACEMENT Meyer ECivil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Revision Description Approved By Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 10 11 12 13 14 15 16 s��F I a Life Date 1 Milakers 1 iefd- s aIt should be. NOTES 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERT !CAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTA=Y THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. 5, CONTRACTOR IS ADVISED HAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED 1NORK FOR THE MILL CREEK PROJECT.THE CONTRACTOR SHALL WORK WITH T 1ESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED.' CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 4 GENERAL SITE PLAN aa� 2 5 2 5 r'7 2 29 - 7 SHEET NO. gprio OF 9 i a • %7I� SCALE: 1" = 20' 0 10 20 -------------- EXISTING PLAN -MILL CREEK PHASE 4 �A� CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL INSTALL LIGHT STANDARD FURNISHED BY CITY J T-1 - - - - - -------- _--- - INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H e G T-1 -� �O INSTALL DRINKING FOUNTAIN FURNISHED BY CITY C T-1 (D INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 • �` = INSTALL PARK BENCH FURNISHED BY CITY T1 �� j� 1 CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK p T-1 -� CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 T CONSTRUCT SEWER ITEMS CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 C08 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL CONSTRUCT CONCRETE PLANTER CURB K T-1 - - - - - -------- _--- - CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 - p- ° CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 U �_ It Mo • �` = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS TS L-1 TO UL c?, < O� 4,7> CONSTRUCT MASONRY WALLS SHEETS WF -1 TO WF -13 -� CONSTRUCT AERATOR WITH APPURTENANCES A E-1 T CONSTRUCT SEWER ITEMS SHEET SW -1 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 `.: •..°>a,,v ADJUST EXISTING CLEANOUTS AND MANHOLES TO GRADE COB STDS D-18, SW -4 & SW -6 - 6 COBBLE AND BOULDER PLACEMENT, NUMBERS INDICATE SIZES I SHEETS BC -1 TO BC -4 LVI.AL Vl VVnL-r\VV/-„ PLAN - MILL CREEK PHASE 4 m . e. co N 0 T IT P ca L U T Cj o co co CD co � (D c co w o U �_ It Mo M' JJ ` w w /��/�/ � � � W LA, UL c?, < O� 4,7> (fl tcrj c 0 o� T i m m 0 CONSTRUCT ACCESS RAMP AND STAIRS, SEE DETAIL 1 Z F- aN pCo o rn ob co o zm w r io Q o LL 8 o / II II ii w F- --- T-1 - I Q T� — CON f UCT NEW 5' p = WROU HT IRON J CL FENCEEMOVE w V G TYP EXISTI C.L. AND AGEFENCING U) Q Z - T-1 w [� _�.I Q IZ F- T-1 m z LLJ TYP. LL J W fy- X¢ U 3 J ;n CLOSE NEW &C. L. FENCE TO EXISTING lu 12 13 14 15 16 7 18 19 20 21 22 23 24 ^= 2f; -_ 27 :8 29 00 K ron TYR '3 -1 -1 COB COB V! 10' GATE SHEET NO. I-ao$ OF 9 ITEMS OF CONSTRUCTION L E G E N D Rei EXISTING TRAFFIC CL CENTERLINE CANAL RAILING ' - OO PROPOSED FENCE O-�� EXISTING STREET LIGHT SIGN �O O DECORATIVE PAVING 9 ABBREVIATIONS: BC =BEGIN CURVE ELEV ELEVATION EXISTING POWER POLE ABBREVIATIONS p ❑ EXISTING STREET LIGHT PULL BOX PARK BENCH BW = BACK F WALK O CB = CATCH BASIN �— EXISTING DOWN GUY EP EDGE OF PAVEMENT ©® EXISTING ❑__ -_-- C/L = CENTERLINE - =PROPOSED 0 TREES TC TOP OF CURB CABLE T.V. VAULT I "/,,I ` f • :♦. _. v. �`�,._,�a ♦♦ `. � ♦ ( r FL FLOWLINE --- - - - - PROPOSED ® EXISTING IRRIGATION VALVE OR RISER S TRAFFIC SIGNAL EXISTING SEWER LINE FG = FINISHED GRADE -`� ( PROPOSED LIGHT FL = FLOWLINE O STANDARD D ♦ LIGHTED BOLLARD ° DETECTABLE WARNING VI STRIP WATER FOUNTAIN O TRASH RECEPTACLE CONSTRUCT SEWER PER CITY S STANDARDS 0 CONSTRUCT SEWER MANHOLE I TYPE "A" PER C.O.B. STD. S-7. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. - - —p CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S CONSTRUCT CATCH BASIN u TYPE "A" PER C.O.B. STD. S-12. ® CONSTRUCT PRECAST CATCH BASIN AND APRON r--- STATION IN 100 FEET 281 CENTERLINE OF CONSTRUCTION BACK OF CURB----,,, CONSTRUCT CURB & FLOWLINE OF GUTTER/ GUTTER PER C.O.B. STD. ST -1 LIP OF GUTTER BACK OF CURB---,., CONSTRUCT 6" OR 8" STD. CURB T BACK OF CURB---,-,.. -._.-.-._.-.-._ _.-.-._._._ CONSTRUCT PLANTER CURB COBBLE & BOULDER N 6 PLACEMENT L E G E N D II , 1 I I I I I ' I I II I ; I I I I --------- - I , C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE Rei EXISTING TRAFFIC CL CENTERLINE TOPOGRAPHY ' yp OO FOUND MONUMENT AS DESCRIBED O-�� EXISTING STREET LIGHT SIGN Kp2 PROPOSED FINISHED GRADE Vv 9 ABBREVIATIONS: BC =BEGIN CURVE ELEV ELEVATION EXISTING POWER POLE ABBREVIATIONS p ❑ EXISTING STREET LIGHT PULL BOX I BW = BACK F WALK O CB = CATCH BASIN �— EXISTING DOWN GUY EP EDGE OF PAVEMENT ©® EXISTING ❑__ -_-- C/L = CENTERLINE IEJ EXISTING ELECTRICAL METER TC TOP OF CURB CABLE T.V. VAULT I f • :♦. _. v. �`�,._,�a ♦♦ `. � ♦ ( r FL FLOWLINE --- - - - - II , 1 I I I I I ' I I II I ; I I I I --------- - I , C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE Rei EXISTING TRAFFIC CL CENTERLINE ��� - EXISTING TREE, DECIDUOUS, SIGN I Vv ELEV EL-ELEVATI N O EC =END CURVE ELEV ELEVATION EVERGREEN, PALM, SHRUB I i EP = EDGE OF PAVEMENT �_ '� ������ �•i��Will EXISTING STREET NAME SIGN FC FINISH CONCRETES �3 SURVEY ELEVATION EXIST = EXISTING I R f • :♦. _. v. �`�,._,�a ♦♦ `. � ♦ ( r --- - - - - FC = FINISHED CONCRETE ® EXISTING IRRIGATION VALVE OR RISER S PERIMETER WALL, IN EXISTING SEWER LINE FG = FINISHED GRADE -`� FL = FLOWLINE O EXISTING IRRIGATION STANDPIPE - - D EXISTING STORM DRAIN LINE I GB = GRADE BREAK 6 INV = INVERT DQ EXISTING WATER VALVE W EXISTING WATER LINE M = MATCH T— EXISTING TELEPHONE LINE i MH = MANHOLE EXISTING FIRE HYDRANT RG = ROUGH GRADE ® EXISTING WATER METER �' EXISTING GAS LINE SD = STORM DRAIN SG =SUB GRADE U EXISTING HOSE BIB EXISTING UTILITY TRENCH STD=STANDARD j STA = STATION EXISTING WHARF HYDRANT - - �� - - '� - - �- - EXISTING EDGE OF PAVEMENT TC = TOP OF CURB EXISTING CHAIN LINK FENCE TOS =TOP OF SLOPE EXISTING BLOW -OFF ASSEMBLY X X ' I I TW = TOP OF WALL W = SIDEWALK EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE 2%� SLOPE IN PERCENT © EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR I O EXISTING STORM DRAIN MANHOLE f -- LIP i ® EXISTING GAS VALVE EXISTING CURB AND GUTTER INFORMATIONAL ITEMS (NOTA FLOWLINE P/L EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE PART OF THIS CONTRACT) 0 EXISTING TELEPHONE PEDESTAL EXISTING NO.5 PULL BOX I I 7. PERIMETER WALL ® EXISTING TELEPHONE VAULT ® EXISTING TRAFFIC SIGNAL CONTROLLER Lp EXISTING TRASH CANS I I WATERWAY o EXISTING DRAIN PIPES EXISTING MAST ARM TRAFFIC SIGNAL 1 PERIMETER EXISTING STREET LIGHTS r� TRAFFIC SIGNAL Q5 DECORATIVE RIVER ROCK EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD BOULDERAL GROUPING, TY SECTION DESIGNATION: DETAIL DESIGNATION: I TOP OF CHANNEL SECTION LETTER DETAIL LETTER CITY STANDARD SLOPE RATE AT- LOW WATER CHANNEL DESIGNATION HORIZONTAL TO VERTICAL N AND SIDESLOPES _ _ _ _ _ A A S li I TOE OF CHANNEL `Z 2 CO SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL IS SHOWN OF BAKERSFIELD STANDARD 0 d --- -- o �. NOTES aA IM=----- . . 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. -0 I CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. I! 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE I! <� WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. o 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL.KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE l a FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY ' BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. 1 5. CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED WORK FOR THE MILL CREEK PROJECT. THE l CONTRACTOR SHALL WORK WITH THESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF II CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED. II CO- I I I I 1 011 -- ' I -- -- -- - -- --- _r I \�-- D -- D -- D -- D— -I- 0 -- I-------------------------------- ---- ----- II----------I-------r------I---__------li-------I r G rl ;�l 1�-------- - - 1 ' ' N BID ALTERNATE 1, mm—_ NEW PAR iNG AREAZILLSIBLEL�� N 00+ R£ --- � ---- . _ I I I I I WI I 'I SCALE: 1" = 30' 0 15 30 60 120 a•3 •• ,/ #��iMl� • .' ` �_��. *►1► y,� ...rest / kr, o ♦ ♦ V v I• /y� / 's�. / •�� a_ ♦`♦AL♦♦♦♦_♦��, i � ��. 18TH STREET 2�♦♦�0♦=2=a:�!,.���' v'•'v�"r. �YI�'.8.� � e♦�.2�`�♦�``�`♦♦`__• � _ _ _.`- •y �yE•/'''yp•�ti-:. — - - - ' �/N. 't,' ♦=ae'C♦SN♦♦ ====j t �cc-t / i1 ■ 1] ■ 1 PLAZA 1 1 gg v - Wa 0 OT AERATOR A 41 • ���`�♦` ♦O`=� �� �'��'/ii�•� Y� I•.... ly (Zi VII Ir ,�� • �R ;l � �♦ � �,,� III' O .: DOF i r R r ERIMET ERIWALL IN PLACE BID ALTERI\ ' ATC 1, WEST SIDE OF CANALLANDSCAPE _3 • -IAPDSCAPE`. �� • ��r f s •:.i/ 18 I OH-- �_ '� ������ �•i��Will 4 _ _ errs .�'�i�� _� s 1102 f • :♦. _. v. �`�,._,�a ♦♦ `. � ♦ ( r - • I � `♦°�=�?s^•=•=_•��♦ F - �� :`�����sa-:.tee a•3 •• ,/ #��iMl� • .' ` �_��. *►1► y,� ...rest / kr, o ♦ ♦ V v I• /y� / 's�. / •�� a_ ♦`♦AL♦♦♦♦_♦��, i � ��. 18TH STREET 2�♦♦�0♦=2=a:�!,.���' v'•'v�"r. �YI�'.8.� � e♦�.2�`�♦�``�`♦♦`__• � _ _ _.`- •y �yE•/'''yp•�ti-:. — - - - ' �/N. 't,' ♦=ae'C♦SN♦♦ ====j t �cc-t / i1 ■ 1] ■ 1 PLAZA 1 1 gg v - Wa 0 OT AERATOR A 41 • ���`�♦` ♦O`=� �� �'��'/ii�•� Y� I•.... ly (Zi VII Ir ,�� • �R ;l � �♦ � �,,� III' O .: DOF i r R r ERIMET ERIWALL IN PLACE BID ALTERI\ ' ATC 1, WEST SIDE OF CANALLANDSCAPE _3 • -IAPDSCAPE`. �� • ��r f s •:.i/ 18 I I ,r ♦ I I / I ✓ I I / I ! l J , I � o ...� ♦ I I / I I �1 I Q T I I I I J s C6�� 1 I -r Sk EWA -- - ------------- ���---------- ----- ------------ --- --- -- - -- - - ----- -- - - --4 G- ------------------------ ----- ---- 0 r o I I 17TH STREET 0 ♦r' OOB�C -TafF. / E G R r 1 W / '�� I W Li ( �I� I O I i 0 LU i. I O I+ I + I + I I I CA00 I 0 CONSTRUCT� I � � v` ; �� ' gt;, PRECAST ARCH BRIDGE, IN PLACE PAVING -------------------------- CONSTRUCT PAVING W /r i rt ' I I N 00+0C ,�--- %:ui - % / / W U 1 1 W 1 i / /� I / C I ^ PLAN - MILL CREEK PHASE 5A A SIS-� PM: RDM�y Drawn By: Mill RDM C1 Meyer �fOt 5�4•.�� AutoCAD File: C0608002SP1 / \� File No: ECivil Engineering, Inc. /;13akers'"je coB o8 002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309t� - � Life as it should b fd Date: Phone 661-836-9834 FAX 661-836-9761 Richard D Meyer RCE 28104 1/16/09 Rev. No. Date Revision Description Approved By Date 10 11 12 13 14 15 7 17 18 19 20 21 22 I I ---------------------------------------------- -------------- --- ---- ---------------------- --- �- --- ---------------- �_------------------ E - -- - - r- 1 I I v W O ci { -A Lli 1 1 LIJ ii I I �I 14 I r I l i I I I `til II I I I I I I i I I I r I II it CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A GENERAL SITE PLAN 7/�aa8 2E GF 27 Z8 29 30 SHEET NO. OF 9 6 SEWER OH-- -OH— — — PERIMETER WALL, IN PLACE -`� VI I I I ,r ♦ I I / I ✓ I I / I ! l J , I � o ...� ♦ I I / I I �1 I Q T I I I I J s C6�� 1 I -r Sk EWA -- - ------------- ���---------- ----- ------------ --- --- -- - -- - - ----- -- - - --4 G- ------------------------ ----- ---- 0 r o I I 17TH STREET 0 ♦r' OOB�C -TafF. / E G R r 1 W / '�� I W Li ( �I� I O I i 0 LU i. I O I+ I + I + I I I CA00 I 0 CONSTRUCT� I � � v` ; �� ' gt;, PRECAST ARCH BRIDGE, IN PLACE PAVING -------------------------- CONSTRUCT PAVING W /r i rt ' I I N 00+0C ,�--- %:ui - % / / W U 1 1 W 1 i / /� I / C I ^ PLAN - MILL CREEK PHASE 5A A SIS-� PM: RDM�y Drawn By: Mill RDM C1 Meyer �fOt 5�4•.�� AutoCAD File: C0608002SP1 / \� File No: ECivil Engineering, Inc. /;13akers'"je coB o8 002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309t� - � Life as it should b fd Date: Phone 661-836-9834 FAX 661-836-9761 Richard D Meyer RCE 28104 1/16/09 Rev. No. Date Revision Description Approved By Date 10 11 12 13 14 15 7 17 18 19 20 21 22 I I ---------------------------------------------- -------------- --- ---- ---------------------- --- �- --- ---------------- �_------------------ E - -- - - r- 1 I I v W O ci { -A Lli 1 1 LIJ ii I I �I 14 I r I l i I I I `til II I I I I I I i I I I r I II it CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A GENERAL SITE PLAN 7/�aa8 2E GF 27 Z8 29 30 SHEET NO. OF 9 �2_ T�. I r- 10 e • �� • i, � i --S �'?i'��I SII J / .' � • • rAgA -- • ■ ■ �► iii'"i-�i-ii�j/!- � ®\ � � Y�t '�f, `P' 1-'--------�� � �._` .�R i <i -moi i'%ill!//��•� � � , �� � ,O � ���' `� II . V•� � sis r ♦ r� i i r - ♦ : �� � moi. 1 '�%�yfr \. � � �,�' phi �, 11 • ��IIP-ISR ♦ "� �I�, '�A �� . e Yom' I��--i'�'i-i'.\��.�• \ , ��,�� • - � ■ © y%-3 �'!\�►°\' \ Oil I i-��I ���`� , • / mow• r � a io I94 ml� { ILI it ,III t; ■ Q f liil / '�ii� " CONSTRUCTION ITEMS TYP. ITEM ITEM DESCRIPTION DRAWING OR DETAIL •�, INSTALL LIGHT STANDARD FURNISHED BY CITY J T-1 BRICK SOLDIER COURSE IMPRESSION INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H G T-1 T - Too L -J INSTALL DRINKING FOUNTAIN FURNISHED BY CITY T-1 Q INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 450 INSTALL PARK BENCH FURNISHED BY CITY A T-1 x ffs. 'z 4 CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK D T-1 PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL'V' GROOVES ON 45° CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 ° ( • • a� PLAIN, MEDIUM BROOM, IV" GROOVES AT & CENTERS CONSTRUCT 6" OR 8" CONCRETE CURB &T-1 GUTTER COB CONSTRUCT CONCRETE PLANTER CURB K T-1 --------------------------- CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 - CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 �-_ " = • ''� 11`P CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO L-11 CONSTRUCT MASONRY WALLS WF -1 TO SHEETS TS WF -13 - � CONSTRUCT AERATOR WITH APPURTENANCES '4 E-1 CONSTRUCT SEWER ITEMS SHEET SW -1 -{D}- n CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 .- .. ADJUST EXISTING CLEANOUTS AND MANHOLES TO GRADE COB STDS D-18, SW-4 & SW -6 j CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 CONSTRUCT 6" TRANSITION CURB T-3 � CONSTRUCT ADA WHEELCHAIR RAMP 88 T - s COBBLE AND BOULDER PLACEMENT, NUMBERS INDICATE SIZES SHEETS BC -1 TO BC -4 Ilfl� 1■ 1 1 ■� LIMITS OF BID ALTERNATE 1 REFER TO SPECIFICATIONS LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS c c AREAS WITHIN THIS BOUNDARY DEFINE WORK NOT INCLUDED IN CONTRACT. WORK TO BE PERFORMED BY CITY FORCES. --------------------- -------- -- --------- ---------- - --- ---- -- ------ -- ----------------------- ------------- - ---- --- o ------------------ ------- ------- --------------------- ------ --- --- 4 -- - 60'x3' TAPER �- v o Cli co DTL 21 o w 6 12" LIMIT LINE � T 1 4" WIDE ' 22' � 4 WIDE00 �y - c') Cp I � -------------------------- - Q C (� r I _ _ i1r 00 LL 12 CD A^l1 i F....mn... I. . 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"tII IIII IIIIs IIIIII�III ! - lIII,/I�I►II IIIIIII,� -.�:7r.f..►�rr. c.. ;l. -.�.. N�i.N NN N. I�j .� !. R►�� .f-•N�: r � �� :�1'�>� � � I : >� ��II�iLI Vlliillli Ie! ,.�iig�r%•i» ii i��ti �.I:��- .L�I�I/ IIINlI�II li �-IIIy Ii ►;.. hill•% I e 2 I , I �- �, .�, :•,.:•,.�.:� \ �� Iwo. IV SHEET • 1,• p. . 6 'IOF • 24 • SCHEDULE OF CONCRETE FINISHES & COLORS O Elm BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE DAVIS COLORS "BRICK RED" #160 2 BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #1Q O FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX O PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 45- DAVIS COLORS "HARVEST GOLD" #5084 O FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 450 DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX OEMO COBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 O7 PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL'V' GROOVES ON 45° DAVIS COLORS "HARVEST GOLD" #5084- 8 ° ( • • a� PLAIN, MEDIUM BROOM, IV" GROOVES AT & CENTERS DAVIS COLORS "DUNE" #6058 9 CITY OF BAKERSFIELD STANDARD SIDEWALK NATURAL GRAY 13 14 ��� •,�``�� /%, •. linSe � •.^.• €y ��� ,.• , �� r •� �a•'issy'i- y'i,"i�f"iiiy. •: o YiY'i�' 'ice>�� . ::i �ii'r�:%i � rill:! ._�,,� • �� � .f� viii�lN- ►� a:�. • . i! ' siiij viisiiii s,.; ' • I a•. oiiih•;1 / � � `_���. ANINIII�i !� I III Vi sI IIII�N ,, !II/I/II/I • I I II I vac .IIII1.o• � / � �i � � '� � 3�N��IIIIIlI IIIl�s/Is� � IIIIINN .�IIIIIIII/ II } � MINI I ; � .IIIIh• � • �r � � I 5'Ie. :,lam+ III IIIIIlIi• •''►i IININIs �rIIIIIHII/ I� .• II:J��141i II III OSI �. ,j -. ♦ .�1 � �, II...IN I�l a-. II Ii I III lI/IIA. � i IIIIIh. III II •. ,� ® ' �► :►�, ilii SSilsi !Nilh• • . 6 h',�iii `liiiiiiiii sS i�issiLi :•�S . iissisii°' i/ ��;,, /.,. \.,�� � ��, .. -h�rl �IIIIII /III IIIII �►I NI! � r v �►� '�, ' oel;,.lf!•Il lyia liiii� ► lii�l< liiiiiiiii !• .. viiiiiiiSi .: liiiir' \� _ �; � � �FL�/. R�II/ I ! IIIIs�, •- ► III I I� ilssslll/I Ii � - :IIIIINIII �� i:Iil/II°' � \''' ` --= �., - esiiiv ' .:x iiNi . ; . vi ' iii li liiiilllii ! • . •; ilii. ! i iii !:�'.r� �- 'r\ ©' ` i..11!!!'°' •�� :S:S • ..: it ssi�l l� lsiiiilii �� � a si�Nss iisiiii � y li ilii !i . !ii ♦iii liiiiii. • .. y%�IIIIs rII I�'il.A �ls INIIII� � � �-- �' ;-. '�,,. ..I�•�•• • .N �. "tII IIII IIIIs IIIIII�III ! - lIII,/I�I►II IIIIIII,� -.�:7r.f..►�rr. c.. ;l. -.�.. N�i.N NN N. I�j .� !. R►�� .f-•N�: r � �� :�1'�>� � � I : >� ��II�iLI Vlliillli Ie! ,.�iig�r%•i» ii i��ti �.I:��- .L�I�I/ IIINlI�II li �-IIIy Ii ►;.. hill•% I e 2 I , I �- �, .�, :•,.:•,.�.:� \ �� Iwo. IV SHEET • 1,• p. . 6 'IOF • 24 • 5 J'' -- o% -i i %4 'i%%„ s ' !i. •.•. ; � 1 \�►� �- Lim[ 9 -- ----- CONSTRUCT STREET IMPRd.VEMENTS SEE SHEET I P-1 R STREET I T- p, D-1 ■ ■ p ■ r CONSTRUCT wA � ��►<' ice' i'%i'%i%'l//lam- � ► f ��i�� / ♦ ♦ i I i. OVER BRIDGE W SEE DET TYP. w co V 0411111610 I I . I i - • �� CONSTRUCT PAVING z, I Mil SEE SHEET TYP. 10 I&TVAIMA CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL :0 INSTALL LIGHT STANDARD FURNISHED BY CITY ■ —Q s C �s--- \-Y F H G -1 - ®OO -� s - T-1 Q INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 OCOBBLESTONE INSTALL PARK BENCH FURNISHED BY CITY A T-1 F c _. " CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK D T-1 o CONSTUCT 6" OR 8" STD. CONCRETE CURB F 1 _:.? �'�w.k..kFX- � -.^'y+ Vic: ■�� �.. 00 1 - - ST- BASE BID v m CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL :0 INSTALL LIGHT STANDARD FURNISHED BY CITY J 1 —Q s C INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H G -1 - ®OO -� INSTALL DRINKING FOUNTAIN FURNISHED BY CITY T-1 Q INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 OCOBBLESTONE INSTALL PARK BENCH FURNISHED BY CITY A T-1 F c _. " CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK D T-1 o CONSTUCT 6" OR 8" STD. CONCRETE CURB F 1 PLAIN, MEDIUM BROOM, "V" GROOVES AT 8' CENTERS 00 CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 COB v m NATURAL GRAY CONSTRUCT CONCRETE PLANTER CURB K T-1 _.-.-.-.-.-.-.-.-.-.-..._._ o - - - . - - - CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 1 " 1 CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 2 2 • = = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO L-11 CONSTRUCT MASONRY WALLS SHEETS WF -1 TO WF -13 AREAS WITHIN THIS BOUNDARY DEFINE WORK CONSTRUCT AERATOR WITH APPURTENANCES A� 1 a . a D TYP. )1+00 E 1 v co TYP F- �. C2 Aw 88 y f a a '��►e C_ �i DT- \ a ° I TYP. a I a� �` .� T-1 V� TYPI � .>'--' \ Z( TYP. A 29 0 DT- NI ■ C- g O + Al ■I ■ I t T-1 1 \ t ■ 27.4 L-7TYP. ri TYP. ® =�\I DT- �1 3Fy+ S. i 35`Y ',. . <. , I ., TYP. a' _ -`�►SD-1 ; ;�-> �' �� L-6 TYP. m C TYf I ( TYP. I I 12+00 � j i I D a .. f TYP. o { TYP F I , 1 II ,I CONSTRUCT STREET ' • I '' IMPROVEMENTS '' to SEE SHEET I t�i I 27' I 2T ' I II 8 0 I ij i r I I I I I ! I I I x1v I � I I W I I I i II I I N i i `1I �_i I� I I I I I 'T' 1 34 I I I j I I i I i I j - ------------------------------------------ I I m I I II -- "S" STREET III SCALE: 1 " = 20' 0 10 20 40 3 4 5 DRAWING OR :0 � DETAIL —Q s C CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR :0 � DETAIL —Q s C CONSTRUCT SEWER ITEMS SHEET SW-1 _ CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 •"+ ,"+ ." i ADJUST EXISTING CLEANOUTS AND MANHOLES CO\B STDS & SW -68 OCOBBLESTONE TO GRADE 6's �j CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS �= SHEET SG -1 o CONSTRUCT 6" TRANSITION CURB T-3 PLAIN, MEDIUM BROOM, "V" GROOVES AT 8' CENTERS 00 CONSTRUCT ADA WHEEL CHAIR RAMP 88 T- v m NATURAL GRAY - COBBLE AND BOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO INDICATE SIZES BC -4 1 " 1 LIMITS OF BID ALTERNATE 1 REFER TO SPECIFICATIONS 2 2 LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS AREAS WITHIN THIS BOUNDARY DEFINE WORK � NOT INCLUDED IN CONTRACT. WORK TO BE r-� U �T PERFORMED BY CITY FORCES. ;�� � . ■ Ili I � �.� �� •FIR \ e ■ T�� , �• ' `� • (�� yill • v`•`�� `.�► .. .�Y .� . .l �I SIA '/• / ,. r��� '� .••.,. �.••..• �i�`�� �•�, agagg .15 r.�ar��i.�-,l�il��e! TYP. R PLAN - MILL CREEK PHASE 5A r ------------ I I I I I I I I I I I I I 1 I >_ cin U �m cn Q, �i 1 /1 Rf cA e I T C6 � O O T T m O ; rr Q Q In O U C3 O Y z a 0 m i O w L Lu J -i W N qN LL O N fl 0) j 0 O - iS (rca � O o z m Q �o �O 76 0- Q O EL U Cn O = W Y � U) Q z d W J Y Cc a m W W I-- H z_ � 0_j U) O Y � W U pc U J Ir --1 t v s �kL « U Z �` BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE a DAVIS COLORS "BRICK RED" #160 :0 � o (,5 ) FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH PEBBLE #641 MIX _ PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V' GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 O ; FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 45° DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX OCOBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 \> > PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 o PLAIN, MEDIUM BROOM, "V" GROOVES AT 8' CENTERS N 9 O v m NATURAL GRAY m ci L U_ ir' '�1��g � r-� U �T ;�� � � cm, rn cp 1If♦ L cn m a►' W o • ■ T�� , �• ' `� • (�� yill • v`•`�� `.�► .. .�Y .� . .l �I SIA '/• / ,. r��� '� .••.,. �.••..• �i�`�� �•�, agagg .15 r.�ar��i.�-,l�il��e! TYP. R PLAN - MILL CREEK PHASE 5A r ------------ I I I I I I I I I I I I I 1 I >_ cin U �m cn Q, �i 1 /1 Rf cA e I T C6 � O O T T m O ; rr Q Q In O U C3 O Y z a 0 m i O w L Lu J -i W N qN LL O N fl 0) j 0 O - iS (rca � O o z m Q �o �O 76 0- Q O EL U Cn O = W Y � U) Q z d W J Y Cc a m W W I-- H z_ � 0_j U) O Y � W U pc U J Ir --1 t v s �kL SCHEDULE OF CONCRETE FINISHES & COLORS BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE a DAVIS COLORS "BRICK RED" #160 BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 (,5 ) FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH PEBBLE #641 MIX _ PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V' GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 O ; FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 45° DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX OCOBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 \> > PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 8 a PLAIN, MEDIUM BROOM, "V" GROOVES AT 8' CENTERS DAVIS COLORS "DUNE" #6058 9 O CITY OF BAKERSFIELD STANDARD SIDEWALK I NATURAL GRAY ■ T�� , �• ' `� • (�� yill • v`•`�� `.�► .. .�Y .� . .l �I SIA '/• / ,. r��� '� .••.,. �.••..• �i�`�� �•�, agagg .15 r.�ar��i.�-,l�il��e! TYP. R PLAN - MILL CREEK PHASE 5A r ------------ I I I I I I I I I I I I I 1 I >_ cin U �m cn Q, �i 1 /1 Rf cA e I T C6 � O O T T m O ; rr Q Q In O U C3 O Y z a 0 m i O w L Lu J -i W N qN LL O N fl 0) j 0 O - iS (rca � O o z m Q �o �O 76 0- Q O EL U Cn O = W Y � U) Q z d W J Y Cc a m W W I-- H z_ � 0_j U) O Y � W U pc U J Ir --1 t v s �kL ir' '�1��g � �f ;�� � 1If♦ a►' "�'•` • �� � .mss Iw I Mw Moll- Will SHEET NO. OF ao g .. I 11 12 13 14 15 18 19 20 21 22 2 24 29 30 i ��rrrryirrr . ME .r..rryir. FBI Fal mein �rrrrrrrr, .i �•r•�r•�•�r��� • is pt I 4p 1 - ------------------- I ' I /� 'j O �--------_� ------------- - -- - -- - --------- ------------ ITEM DESCRIPTION --------- CONSTRUCT STREET O IMPROVEMENTS J T-1 SEE SKEETT7ffET� E"R INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR � � a � � ' 1lG.J�6lI®I !!! l�..aa„■.' coo –� INSTALL DRINKING FOUNTAIN FURNISHED BY CITY P. ;OB SD -1 : I■ o G T-1 O INSTALL PARK BENCH FURNISHED BY CITYCONSTRUCT T1 I J� J ` CONCRETE SIDEWALK AND TEXTURED D 1 CONSTRUCT 6" TRANSITION CURB �� CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 ao SInFWA CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER s� %� rr L w ole e>4 � � foi !• rt � + "�, .Y •1 Y .Y s� In .i W .r c; = — — T -SAE SID SEE SHEET Typ. DT- TYP L7� �lrA ��I'Ir�I=mss �L ��ir�I.'.r.+'�iS• cel .� �� �a %,'� ■TYP. VAN\ ♦r%r. AN - N-. *-- m-7 A 7 \- ! �11!� – mom— '01V ' ■ SCALE: 1 " = 20' 0 10 20 40 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL O INSTALL LIGHT STANDARD FURNISHED BY CITY J T-1 j) INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H G T-1 T - coo –� INSTALL DRINKING FOUNTAIN FURNISHED BY CITY C T-1 O INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 O INSTALL PARK BENCH FURNISHED BY CITYCONSTRUCT T1 I J� J ` CONCRETE SIDEWALK AND TEXTURED D 1 CONSTRUCT 6" TRANSITION CURB �� CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 ao CONSTRUCT ADA W%(EEL CHAIR RAMP CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T_1 OB COBBLE ANpBOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO s ` CONSTRUCT CONCRETE PLANTER CURS K T-1 -------------------------- LIM, OF BID ALTERNATE 1 CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 LIMITS OF BID ALTERNATE 2 • - = �'i 11a CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO L-11 SPECIFICATIONS CONSTRUCT MASONRY WALLS SHEETS WF-1jO WF -1 CONSTRUCT AERATOR WITH APPURTENANCES A E-1 00 E 00 wo jrr> •v . �\ ��� wv�%� 0 21 M 88 Mlle••, -1'L� �` ������.� ���`� '� ■ • TYP F- TY DT- ' G nil AV v \ { + ♦`.: TYP. DT- �� �r 28��lU t. B- ��:� +►� v I,. IT � I i � •T�7 n.I �L�. ;'�+.,. I � � f '~ �-` � \ >✓..+ SYS 1 °i ® I I■ ' TYP. TYP. ®® DL -6 -W r ; m T 1 1 YID` , ®-; j i ( TYP. DDT ; • 12+00 E I TYP. 0 TYP F- I CONSTRUCT STREET IMPROVEMENTS SEE SHEET P-1 27 I 82.50' ' (I < M. I 1<1 Lij I LL11 I Lj— I I I U) 1 I I I _ Im II 13+00 ' E I �i i T_ L — — l i I I II I� ------------ ---------------------------- m I I it I � I I I "S" STREET - i I '' II I ' I II • I I -------------------------------------- ------------------------------ G --- I ------- - ----------------------.------ G80 -- I I I ;G•j I G. I I -------------- 4 71'o 11 12 o 1I TYP. I b -- TYP. 1 TYP.' CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR O a BRICK SOLDIER COURSE IMPRESSION I DETAIL j) CONSTRUCT SEWER ITEMS SHEET SW -1 FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL CONSTRUCT STORM DRAIN ITEMS SHE -1 ET SD O ADJUST EXISTING CLEANOUTS AND MANHOLES COB STDS D-18, SW -4 & SW -6 O TO GRADE DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX */j CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 O CONSTRUCT 6" TRANSITION CURB �� T-3 O ao CONSTRUCT ADA W%(EEL CHAIR RAMP 88 N - COBBLE ANpBOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO s ` INDICATE SIZES BC -4 LIM, OF BID ALTERNATE 1 REFER TO SPECIFICATIONS 2m m 0 e1 m 2—Z LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS AREAS WITHIN THIS BOUNDARY DEFINE WORK NOT INCLUDED IN CONTRACT. WORK TO BE PERFORMED BY CITY FORCES. SCHEDULE OF CONCRETE FINISHES & COLORS Of BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE d DAVIS COLORS "BRICK RED" #160 O a BRICK SOLDIER COURSE IMPRESSION I DAVIS COLORS "BRICK RED" #160 j) FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX O PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL W" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 O FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL a SAWCUTS ON 450 DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX OCOBBLESTONE IMPRESSION 9 DAVIS COLORS "DUNE" #6058 O PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 450 / DAVIS COLORS "HARVEST GOLD" #5084 O a . I ° PLAIN, MEDIUM BROOM, "V" GROOVES AT & CENTERS a. a DAVIS COLORS "DUNE" #6058 CITY OF BA KERSFIELD STANDARD SIDEWALK NATURAL GRAY ` . ,ilk :• ' �,+ -? ■ • ■ •'� AM �:,. �� .+�`,, • VIII � � �, , _ PEDESTRIAN CROSSING PULZA SEE SHEET i♦ � � \gip � �\` ��'` ' © ■ � I �� � � /� � �; � �� �, �� • ►�'►��� w •�.�>•� ! ♦ � .�� ♦ .�• Ili ��>3 •s�cf� rWI �.%��j � \° ,,: 'ae ``�'����`� `�•' / � y• � •�� •�� �� - � i} ♦ ••�' ��•• j'•k„moo ���� T \ r � , ',i 1111/.J--��rrr / • • • � ' ; •� ��� �•• � \ ► { ■ , � ��. - � ,1 � '� � �II�i? =VIII 'b. �_/��� �I�iA. - I�I �� :I����I��/I/���IIIIi�C•il �• ���� �S��Y �1 J1 %�lii'�.II�>INI' I�II�II% PLAN - MILL CREEK PHASE 5A A SP -6 13 14 5 1'6 18 1 D TYP. m N Or 30 r i � 9 � '6; „� N� co eqq W •m U CD z i• '•nom a coco rn 1 T ; 1 L � � 0* LL C130 W a o U c M co i i � I LIJ Uft OBD I 't 0 r l (o O a 1 I i ! m ' i a i i ii j o I .Q i u 1 j o 1 m � I i I Ip I (� 11 L p m (D cp OU20 oo cfl a o a O LLC) p t LJ t W —1 d. W LL CC U) Q z 1 i W < Y CC W W W H z �- O Cn W O W � 1 00 U � J I ; i V I �L S SHEET NO, 1 D � i OF 9 E I i r u .I lr l CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL INSTALL LIGHT STANDARD FURNISHED BY CITY T-1 INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H G T-1 T- ®OO L -J INSTALL DRINKING FOUNTAIN FURNISHED BY CITY C Ku O INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 ® INSTALL PARK BENCH FURNISHED BY CITY T7 1 Y ' }' `� { �"= zz> s:zCONCRETE CONSTRUCT COLORED AND TEXTURED SIDEWALK T-1 CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER COB e CONSTRUCT CONCRETE PLANTER CURB K T-1 -.-.-.... - - - - - - - --- CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 `1'1ll's ° = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO L-11 CONSTRUCT MASONRY WALLS SHEETS WF -1 TO WF -13 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL CONSTRUCT AERATOR WITH APPURTENANCES E-1 e CONSTRUCT SEWER ITEMS SHEET SW-1 -O"-�-�--® CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 .®+ i�$ ADJUST EXISTING CLEANOUTS AND MANHOLES TO GRADE COB STDS D-18, SW -4 & SW -6 `j CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 co v w W Iz Cn O a- IN moo SCALE: 1 = 20 0 10 20 40 80 TV PLAN — MILL CREEK PHASE 5A A SP -7 10 11 12 13 14 5 16 18 19 20 2T1 22 23 24 2; 29 co 0 co W 0 n 6 0 U_ c T c rn rn co co cp (D u - co co W o co co a, 0 "t c')MM W t � T 0 mb") 2 ,sop 0 oa m i QI Q Q - -- - 0 U rn N I� Eo 1 I i i i !N i 0) N d LL N O Q co:) c 0 mcm, U 000 O p O mO Z m N r ro p °)Olin a p` QU i7LUI❑ Lo w Q Z W Ll.. � U) Q z J Y oc n m W LLJ L _z p J Cn W U fr U J _I ��.-- 4 '00— k* k* 3 n n U a SHEET NO. �3pE3�7 OF 9 NOTES 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO TRENCHING. v 2. THE CONTRACTOR MUST POSSESS A STATE OF CALIFORNIA CLASS "A" CONTRACTORS LICENSE TO PERFORM THE WORK CONTAINED WITHIN THESE PLANS AND SPECIFICATIONS. 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS AND STANDARDS. 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. 5. CONTRACTOR IS ADVISED THAT OTHER CONTRACTORS ARE PRESENT ON THE PROJECT. THESE CONTRACTORS ARE ALSO PERFORMING ESSENTIAL CONSTRUCTION FOR DIRECTLY OR INDIRECTLY RELATED WORK FOR THE MILL CREEK PROJECT. THE CONTRACTOR SHALL WORK WITH THESE OTHER CONTRACTORS IN A COOPERATIVE MANNER SO THAT ALL ITEMS OF CONSTRUCTION CAN BE SUCCESSFULLY AND TIMELY COMPLETED. L E G E N 1 ITEMS OF CONSTRUCTION cL W W W \W W . PEDESTRIAN CROSSING PLAZA: CITY FORCES TO CONSTRUCTLC Q CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY ITEMS. CONTRACTOR TO CONSTRUCT ALL REMAINING ITEMS. { LL a ----------1---------- i I I I ii I� I 1 I 1 I i it 1 \I 1 1 `v D R2 \ I I \ I I 1 i �l { 11 I I 1 � I I I II I! 1, ;I TOPOGRAPHY .1 I @ FOUND MONUMENT AS DESCRIBED C— u EXISTING STREET LIGHT EXISTING POWER POLE ABBREVIATIONS EXISTING STREET LIGHT PULL BOX EXISTING DOWN GUY EP EDGE OF PAVEMENT O O E❑ EXISTING ELECTRICAL METER TC TOP OF CURB C W EXISTING CABLE T.V. VAULT EL FLOWLINE AVS ; k R1 EXISTING TRAFFIC SIGN CL CENTERLINE 0 EXISTING TREE, DECIDUOUS, 1_- ELEV ELEVATION EVERGREEN, PALM, SHRUB T EXISTING STREET NAME SIGN FC FINISH CONCRETE 5a9 �� SURVEY ELEVATION ®R EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER UNE O EXISTING IRRIGATION STANDPIPE - - EXISTING STORM DRAIN LINE 6 W EXISTING WATER LINE M EXISTING WATER VALVE /(")\ EXISTING FIRE HYDRANT —T— EXISTING TELEPHONE LINE ® EXISTING WATER METER .G. EXISTING GAS LINE EXISTING HOSE BIB EXISTING UTILITY TRENCH EXISTING EDGE OF PAVEMENT EXISTING WHARF HYDRANT - - -I_�- - _Z&- -��- - X -X EXISTING CHAIN LINK FENCE EXISTING BLOW -OFF ASSEMBLY EXISTING SEWER MANHOLE - EXISTING BARB WIRE FENCE © EXISTING SEWER CLEANOUT - ``- EXISTING GROUND CONTOUR O EXISTING STORM DRAIN MANHOLE - LIP EXISTING CURB AND GUTTER ® EXISTING GAS VALVE FLOWLINE FA EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE 0 EXISTING TELEPHONE PEDESTAL EXISTING NO. 5 PULL BOX ® EXISTING TELEPHONE VAULT EXISTING TRAFFIC SIGNAL CONTROLLER ' EXIISTING TRASH CANS ' [� ] EXISTING MAST ARM TRAFFIC SIGNAL EXISTING DRAIN PIPES EXISTING STREET LIGHTS � TRAFFIC SIGNAL EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD SECTION DESIGNATION: DETAIL DESIGNATION: SECTION LETTER DETAIL LETTER CITY STANDARD :L DESIGNATION 2 2 COB SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL -IS SHOWN OF BAKERSFIELD STANDARD PM: RDM _ Drawn By: RDM .Meyer e er AutoCAD File: C0608002SP1 --L Civil Engineering, Inc. Fi(eCOB 08-002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 1/16/08 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1 f eon Richard D. Meyer RCE 28104 1 li N '1 'i -- a ,1 i II LU 01 1 PERIMETER WALL, W PLACE I 1 I !� 1 w I I CITY STREET R/W I � Al 1 I 1 CENTRAL PARK I -MILL CREEK Pi -I. 1 �-- EXISTING PEDESTRIAN �. � o d' f'- �. ��.:. :,:P T •\\:.., a I ' i 1\ �Y 4 ..� ,.: Z'�nl� ..�� �, �, `-�� ��Y ( '!/ YY .�. UW x V 1. }I I '� i,,+ �i .. �,�*C jti�\'•t0 '„\ \ \ `�� > fl Pb. M04 }{` Emp. & -T - Date PLAN -MILL CREEK PHASE 513 �A 14 . . 13akers Life as it should be. 1 CANAL RAILING K�°y�� PROPOSED FINISHED GRADE /W L J II "- T PROPOSED FENCE ABBREVIATIONS: = BC =BEGIN CURVE ` J DECORATIVE PAVING BW = BACK OF CB = CATCH ASINLK W' C/L = CENTERLINE PARK BENCH C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE " . ELEV, EL =ELEVATION ° =PROPOSED TREES EC = END CURVE EP = EDGE OF PAVEMENT Q- !\\\��JJJ X_ PROPOSED EXIST = EXISTING ' j``fl TRAFFIC SIGNAL FC = FINISHED CONCRETE FG = FINISHED GRADE e PROPOSED LIGHT FL = FLOWLINE STANDARD GB = GRADE BREAK INV = INVERT LIGHTED BOLLARD M = MATCH MH = MANHOLE g DETECTABLE WARNING RG = ROUGH GRADE °�° STRIP SD = STORM DRAIN WATER FOUNTAIN S D=STA DARDS STA =STATION O TRASH RECEPTACLE TC =TOP OF CURB TOS = TOP OF SLOPE CONSTRUCT SEWER PER CITY TW = TOP OF WALL "- s STANDARDS W = SIDEWALK S CONSTRUCT SEWER MANHOLE - SLOPE IN PERCENT TYPE "A" PER C.O:B. STD. S-7. © CONSTRUCT SEWER CLEANOUT PER C.O.B. STD. S-20. INFORMATIONAL ITEMS (NOT A CONSTRUCT STORM DRAIN PER CITY STANDARDS PART OF THIS CONTRACT) CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. S-7„, PERIMETER WALL ' ! CONSTRUCT CATCH BASIN TYPE "A” PER C.O.B. STD. S-12. , WATERWAY - r PERIMETER ® CONSTRUCT PRECAST CATCH BASIN AND APRON DECORATIVE RIVER ROCK STATION IN 100 FEET BOULDER GROUPING, CENTERLINE OF TYPICAL - ( CONSTRUCTION TOP OF CHANNEL BACK OF CURB-----,,, CONSTRUCT CURB & SLOPE RATE AT -- LOW WATER CH FLOWLINE OF GUTTER GUTTER PER C.O.B. STD. ST -1 HORIZONTAL TO VERTICAL v AND SIDESLOPE LIP OF GUTTER TOE OF CHANNEL BACK OF CURB----,,., CONSTRUCT 6" OR 8" STD. CURB BACK OF CURB----,, _._._.___ CONSTRUCT PLANTER CURB c - COBBLE & BOULDER N A 6 PLACEMENT cL W W W \W W . PEDESTRIAN CROSSING PLAZA: CITY FORCES TO CONSTRUCTLC Q CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY ITEMS. CONTRACTOR TO CONSTRUCT ALL REMAINING ITEMS. { LL a ----------1---------- i I I I ii I� I 1 I 1 I i it 1 \I 1 1 `v D R2 \ I I \ I I 1 i �l { 11 I I 1 � I I I II I! 1, ;I TOPOGRAPHY .1 I @ FOUND MONUMENT AS DESCRIBED C— u EXISTING STREET LIGHT EXISTING POWER POLE ABBREVIATIONS EXISTING STREET LIGHT PULL BOX EXISTING DOWN GUY EP EDGE OF PAVEMENT O O E❑ EXISTING ELECTRICAL METER TC TOP OF CURB C W EXISTING CABLE T.V. VAULT EL FLOWLINE AVS ; k R1 EXISTING TRAFFIC SIGN CL CENTERLINE 0 EXISTING TREE, DECIDUOUS, 1_- ELEV ELEVATION EVERGREEN, PALM, SHRUB T EXISTING STREET NAME SIGN FC FINISH CONCRETE 5a9 �� SURVEY ELEVATION ®R EXISTING IRRIGATION VALVE OR RISER s EXISTING SEWER UNE O EXISTING IRRIGATION STANDPIPE - - EXISTING STORM DRAIN LINE 6 W EXISTING WATER LINE M EXISTING WATER VALVE /(")\ EXISTING FIRE HYDRANT —T— EXISTING TELEPHONE LINE ® EXISTING WATER METER .G. EXISTING GAS LINE EXISTING HOSE BIB EXISTING UTILITY TRENCH EXISTING EDGE OF PAVEMENT EXISTING WHARF HYDRANT - - -I_�- - _Z&- -��- - X -X EXISTING CHAIN LINK FENCE EXISTING BLOW -OFF ASSEMBLY EXISTING SEWER MANHOLE - EXISTING BARB WIRE FENCE © EXISTING SEWER CLEANOUT - ``- EXISTING GROUND CONTOUR O EXISTING STORM DRAIN MANHOLE - LIP EXISTING CURB AND GUTTER ® EXISTING GAS VALVE FLOWLINE FA EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE 0 EXISTING TELEPHONE PEDESTAL EXISTING NO. 5 PULL BOX ® EXISTING TELEPHONE VAULT EXISTING TRAFFIC SIGNAL CONTROLLER ' EXIISTING TRASH CANS ' [� ] EXISTING MAST ARM TRAFFIC SIGNAL EXISTING DRAIN PIPES EXISTING STREET LIGHTS � TRAFFIC SIGNAL EXISTING WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD SECTION DESIGNATION: DETAIL DESIGNATION: SECTION LETTER DETAIL LETTER CITY STANDARD :L DESIGNATION 2 2 COB SHEET WHERE SECTION IS SHOWN SHEET WHERE INDICATES REFERENCED CITY DETAIL -IS SHOWN OF BAKERSFIELD STANDARD PM: RDM _ Drawn By: RDM .Meyer e er AutoCAD File: C0608002SP1 --L Civil Engineering, Inc. Fi(eCOB 08-002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 1/16/08 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1 f eon Richard D. Meyer RCE 28104 1 li N '1 'i -- a ,1 i II LU 01 1 PERIMETER WALL, W PLACE I 1 I !� 1 w I I CITY STREET R/W I � Al 1 I 1 CENTRAL PARK I -MILL CREEK Pi -I. 1 �-- EXISTING PEDESTRIAN �. � o d' f'- �. ��.:. :,:P T •\\:.., a I ' i 1\ �Y 4 ..� ,.: Z'�nl� ..�� �, �, `-�� ��Y ( '!/ YY .�. UW x V 1. }I I '� i,,+ �i .. �,�*C jti�\'•t0 '„\ \ \ `�� > fl Pb. M04 }{` Emp. & -T - Date PLAN -MILL CREEK PHASE 513 �A 14 . . 13akers Life as it should be. 1 a Ems— SCALE: 1" = 20' 0 10 20 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5B GENERAL SITE PLAN K_ • /-)OY 40 80 SHEET NO. 2P0 0 OF 9 /W L J II "- T _ W!�' ., = 1 I ` II z' W' a Ems— SCALE: 1" = 20' 0 10 20 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5B GENERAL SITE PLAN K_ • /-)OY 40 80 SHEET NO. 2P0 0 OF 9 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE INSTALL LIGHT STANDARD FURNISHED BY CITY 1 e . INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H G T-1 �O '- -' INSTALL DRINKING FOUNTAIN FURNISHED BY CITY T-1 e O INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T-1 FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 450 INSTALL PARK BENCH FURNISHED BY CITY '4 T-1 COBBLESTONE IMPRESSION CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK pi WF -13 CONSTUCT 6" OR 8" STD. CONCRETE CURB F T-1 1 —QS s C CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 C26 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 CONSTRUCT CONCRETE PLANTER CURB K T-1 -•-•---•-•-•-•-•-•-•-•-•-•- CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 'Nj - CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 CONSTRUCT 6" TRANSITION CURB --PEDESTRIAN CROSSING PLAZA: CITY FORCES TO CONSTRUCT CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY cITEMS WITHIN AREA SHOWN. c_, SEE SHEET CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE DAVIS COLORS "BRICK RED" #160 DETAIL . DAVIS COLORS "BRICK RED" #160 SHEETS L-1 TO • - = CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION L-11 y PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 450 CONSTRUCT MASONRY WALLS SHEETS WF -1 TO COBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 WF -13 -� CONSTRUCT AERATOR WITH APPURTENANCES 1 —QS s C CONSTRUCT SEWER ITEMS SHEET SW -1 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 • SQ°©° •�SW-4 ADJUST EXISTING CLEANOUTS AND MANHOLES COB STDS D-18, & SW -6 TO GRADE 'Nj CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 CONSTRUCT 6" TRANSITION CURB G �° CONSTRUCT ADA WHEEL CHAIR RAMP 88 T- N COBBLE AND BOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO 6 ` INDICATE SIZES BC -4 `"- 1 ` n" j LIMITS OF BID ALTERNATE 1 REFER TO SPECIFICATIONS LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS AREAS WITHIN THIS BOUNDARY DEFINE WORK � NOT INCLUDED IN CONTRACT. WORK TO BE PERFORMED BY CITY FORCES. PLAN - MILL CREEK PHASE 5B A } r SP -9 i SCALE: 1 = 20 0 10 20 40 80 8 4 10 12 13 14 15 's 18 1 I I I II I I I I I I I I I I I I I I I I II I I III I I I I I I I I I I I I I I I 11 I I 0 II III I I II I CENTRAL PARK —� MILL CREEK PH. 1 I I I I t I I I 1 I ' I I I Q(i I -1 I I I I I D EXISTING PEDESTRIAN PLAZA I i 1 I I I � I I I I I! I I �0 I t IT, 01 17l I TI K,y.,. • '%'r f`\O I M 29 3fl poeo QCSR �© a c x rf i\ N Lu U T 0 s U_ v' T rn com Uao u- 4 � m W o U t: co IA 4 U mo ��(b I� 11 4' o ,- C6 c 0 oa m 0 CL z o Q .Q Z U p cl) z 0 N Q H w uj w a) I � o N U), o N Q �m O Q 00 ! O O c0 O m iZ m N f a D 'Q U )L U O m U7 !LJ � LL. Y U) Qz W d I V Ir LL O 1 C1) V 1— W U p� U G cv - SHEET NO. gpoo OF 9 SCHEDULE OF CONCRETE FINISHES & COLORS Offilm BRICK RUNNING BOND IMPRESSION SET ON 450 ANGLE DAVIS COLORS "BRICK RED" #160 Oa BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 FLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX O y PLAIN, COLORED WITH MEDIUM BROOM WITH 5' SQUARE DIAGONAL "V" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 FLAGSTONE IMPRESSION WITH 5'x5' SQR. DIAGONAL SAWCUTS ON 450 DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX COBBLESTONE IMPRESSION DAVIS COLORS "DUNE" #6058 PLAIN, COLORED WITH MEDIUM BROOM WITH 30" SQUARE DIAGONAL "V" GROOVES ON 45° DAVIS COLORS "HARVEST GOLD" #5084 ° PLAIN, MEDIUM BROOM, "V" GROOVES AT & CENTERS DAVIS COLORS "DUNE" #6058 9 CITY F BAKER FIELD STANDARD SIDEWALK NATURAL RAY I I I II I I I I I I I I I I I I I I I I II I I III I I I I I I I I I I I I I I I 11 I I 0 II III I I II I CENTRAL PARK —� MILL CREEK PH. 1 I I I I t I I I 1 I ' I I I Q(i I -1 I I I I I D EXISTING PEDESTRIAN PLAZA I i 1 I I I � I I I I I! I I �0 I t IT, 01 17l I TI K,y.,. • '%'r f`\O I M 29 3fl poeo QCSR �© a c x rf i\ N Lu U T 0 s U_ v' T rn com Uao u- 4 � m W o U t: co IA 4 U mo ��(b I� 11 4' o ,- C6 c 0 oa m 0 CL z o Q .Q Z U p cl) z 0 N Q H w uj w a) I � o N U), o N Q �m O Q 00 ! O O c0 O m iZ m N f a D 'Q U )L U O m U7 !LJ � LL. Y U) Qz W d I V Ir LL O 1 C1) V 1— W U p� U G cv - SHEET NO. gpoo OF 9 r' 4W CIO F— wuj { 2� �..-. w '\ co ------------ Now_\ — i SCALE: 1" = 20' 0 10 20 40 M �-- �-- II I I I I I I I I I ,I I li r I I I I I I V I WI ITEM I I W BRICK SOLDIER COURSE IMPRESSION I T-1 I T11 G O I P O ----- zl� co I ® o ;, I mmoiT- I —OO s C I f I I I ' p T-1 DAVIS �W07RDUNE" #6058 I dd I I 1 TYP I REMOVE ADJUST EXISTING CLEANOUTS AND MANHOLES CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER EXISTING a -4 & SW -6 ITEMS ° o K T -i ---------------------- d � I I _ ( , q WIN - CONSTRUCTION e H ITEMS ITEM ITEM DESCRIPTION DRAWING OR DETAIL BRICK SOLDIER COURSE IMPRESSION INSTALL LIGHT STANDARD FURNISHED BY CITY T-1 INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR T11 G O INSTALL DRINKING FOUNTAIN FURNISHED BY CITY C T-1 O INSTALL TRASH RECEPTACLE FURNISHED BY CITY G T -i ® INSTALL PARK BENCH FURNISHED BY CITY A T-1 —OO s C CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK p T-1 DAVIS �W07RDUNE" #6058 CONSTUCT 6" OR 8" STD. CONCRETE CURB tF T-1 t�i '©°� 4� ADJUST EXISTING CLEANOUTS AND MANHOLES CONSTRUCT 6" OR 8" CONCRETE CURB & GUTTER T-1 COB TO GRADE -4 & SW -6 '1110 CONSTRUCT CONCRETE PLANTER CURB K T -i ---------------------- CONSTRUCT 6" TRANSITION CURB CONSTRUCT CANAL RAILING AND PILASTERS SHEETS WF -1 TO WF -5 CONSTRUCT WROUGHT IRON FENCING SHEETS WF -1 TO WF -5 3� PEDESTRIAN CROSSING PLAZA: CITY FORCES TO CONSTRUCT - ( CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY ITEMS WITHIN AREA SHOWN. SEE SHEET - I 31 , I C- K 6 I F- T-1 TYP p 1 TYP. H TYP. X04 o----- --------- -- T-1 z TYP. 0 L-11 1 TYP. WF_ + i CTiYP. ° t r v -REMOVE ° • , j-- ---t--oH EXISTING , R26.(C i TYP. DpT Y` o l ITEMS TYP. I CO I I EXISTING BUILDINGREMOV ( ED) F 14+00 now I I �s ' I I t I • a l i i TYP. DGT I I , I I II I i ' I I I I II I INS 27' 27' I I 41.25' ' 41.25' ' 1 ' I , I I , R26(CA)I I I I I CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 DETAIL CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX L_11 CONSTRUCT MASONRY WALLS SHEETS WF -1 TO CONSTRUCT AERATOR WITH APPURTENANCES WF -13 A E-1 —OO s C CONSTRUCT SEWER ITEMS SHEET SW -1 DAVIS �W07RDUNE" #6058 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 t�i '©°� 4� ADJUST EXISTING CLEANOUTS AND MANHOLES COB STDS D-18, SW TO GRADE -4 & SW -6 '1110 CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 CONSTRUCT 6" TRANSITION CURB I T-3 CONSTRUCT ADA WHEELCHAIR RAMP X88 N , - COBBLE AND BOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO ` e INDICATE SIZES BC -4 LIMITS OF BID ALTERNATE 1 REFER TO SPECIFICATIONS '0" o'' 2 s •' m m s 2 Em LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS AREAS WITHIN THIS BOUNDARY DEFINE WORK NOT INCLUDED IN CONTRACT. WORK TO BE :� .•• `�•.�>• �•s••..��� ��•, ''fir-'��' �.��.���� .ate .��t� .�� .�`�r�! .�_.� ' _.t ��.1�.� � -�,-�1% 1w))��;.,- ,_ � �► _ ° t r v -REMOVE ° • , j-- ---t--oH EXISTING , R26.(C i TYP. DpT Y` o l ITEMS TYP. I CO I I EXISTING BUILDINGREMOV ( ED) F 14+00 now I I �s ' I I t I • a l i i TYP. DGT I I , I I II I i ' I I I I II I INS 27' 27' I I 41.25' ' 41.25' ' 1 ' I , I I , R26(CA)I I I I I CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWING OR BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 DETAIL CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION SHEETS L-1 TO IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX L_11 CONSTRUCT MASONRY WALLS SHEETS WF -1 TO CONSTRUCT AERATOR WITH APPURTENANCES WF -13 A E-1 —OO s C CONSTRUCT SEWER ITEMS SHEET SW -1 DAVIS �W07RDUNE" #6058 CONSTRUCT STORM DRAIN ITEMS SHEET SD -1 t�i '©°� 4� ADJUST EXISTING CLEANOUTS AND MANHOLES COB STDS D-18, SW TO GRADE -4 & SW -6 '1110 CONSTRUCT PREDESTRIAN TRAFFIC SIGNALS SHEET SG -1 CONSTRUCT 6" TRANSITION CURB I T-3 CONSTRUCT ADA WHEELCHAIR RAMP X88 N , - COBBLE AND BOULDER PLACEMENT, NUMBERS SHEETS BC -1 TO ` e INDICATE SIZES BC -4 LIMITS OF BID ALTERNATE 1 REFER TO SPECIFICATIONS '0" o'' 2 s •' m m s 2 Em LIMITS OF BID ALTERNATE 2 REFER TO SPECIFICATIONS AREAS WITHIN THIS BOUNDARY DEFINE WORK NOT INCLUDED IN CONTRACT. WORK TO BE PERFORMED BY CITY FORCES. 3 I of w COB COB 6' CL, 4' GATE I 7" THICK N I p m C DT- 33 II T-1 TYP- G C- _ 7 _.� . _ T B —� �.Qlik o I o r \ Yz a• a OH ,0H -- - - — - W � I � � I I I I I I I d �N I , . 27 � CITY STREET R 41.25' 41.25' 13+CSO 13+00. 1 I1 G TYP 4 ; ! ; CENTRAL PARK f MILL CREEK PH. 1 [ I I cf) I I I I 34 1 ' >' EXISTING �� r . C ! _ !-� ; I PEDESTRIAN PLAZA TY I 18 l I I ,t 06 �__Q .. >^s : �% � C �� �-'- yw..-✓ �1 I t "-. : �. � l � kwr�8:_.?�r'vv. � �C"u, £t � d �'„ ww%� � C;/ //,Ir 1 1`G C,�r y, r.=," t ,{ }YI i � �. � 1.i .n: 'A+-=• ���,>:.,,°-Y"ar '�rr r .,�/^ , �, 4 t , Iyt�41 :� < :> & a - • i o ' SCHEDULE OF • : COLORS O Elm BRICK SOLDIER COURSE IMPRESSION DAVIS COLORS "BRICK RED" #160 © iFLAGSTONE IMPRESSION WITH RADIAL SAWCUTS AT 8' CENTERS FOR CRACK CONTROL DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX DAVIS COLORS "HARVEST GO �� ,• R.�C•.��� i , . 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CK �`", OF W �-%< v'' AL .- A .ham ,` O' K �,: J i - A _ & - N S' 4 CB CA >; ib� r � CATCH BASIN Sg "� , a' `> -i w�. � �N O '� �: r .� \{ � D N f / `•�` J O 1 � C1 } / ✓ f - �' .lt � 1 i O C L CE a � -r� / CENTERLINE `sr c7 l 4 LL N � _ �. - N -r f - - � >.1-D I 130 C.O.B.of - k, o CITY OF �=r " ! � �•; BAKERSFIELD �_a :w:u ERF W - ��- 5' -'-t- S I �O 4 n' / , ELD - - - - L/ .f•^ O (� Y v , t� c - cn o D k - \ / G ESI .ii - GN WATER �y � �-� --a•-�C, t3'� o SURF F- U r. 2 'b� - re i mak- . r' - ,'s _ :c' ` -Y.' �- - / m co + G ;r c EL a - �` , 9 _ _ - =ELEVATION -�� -' � r ATI � - � �, n ,i` x r ' r� 9 o \ _ . ! . _„_. - - --_ is - Z D CURVE - ,r - r :� , --. ��/•� -v ,.x' , x - s' ,, v. c- _ _ I - r 3 = G -� - :.---'z Baa .,`,: -w � \ f " GE2 __ ��-`-�L_`6-.•�•. ;"fir. � ` \ - OF P -, `x=_�. Sys` " F-, r ENT �. ��C. .�, �-,ate..' � �!'` .:� --v - /. x �, - z ::• - ^� _ tJ - a. a r - t: - - < t- _ -- ° -: < - ST Mme- ,_�- � �. .� __ �� - - EXI �' � a, rx " STI �.� - z , .� 0 G _ is r':, . -a +� ` �'' - - �. �-----_ 4 r -- t --- - -_ r _-�`- �. -_ FC - ,is> v, `'��?' ;> 9`' ui _:c__T=��r`, '�`,: �r'i„��. '-";�- -- �• � c_A`'- f � ,• � aft - _. - 9 _ - �� _ _ FINISHED �>� h. ,. _.__ _ -- S ED CONCRETE � ��; ,-' : ,- , 2 �;,�", ' ->< ,. �� ,_ ,:, - . rt." `� r _ _ _ _ _ _ •J , � _ �; _ '� -- - __ - . - ------------------------ . _ - 9 AO- - :. •.: l._s-b.. �' (-1"-( 9._ - .. .,, .bias "� .y�-•` *-''` ---- =`jF -•..�..g�,.. _ /,�'.`'';'�. �£.-'.%,.,< -- _--------------------------------- - -- - --- - - r FG = FINISHED _ _ �=,?dry. __.z pF, .. 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DBL_5'X8' B - - r- - o C\i INV =INVERT 9�p C'jT �_--___' �S - �A s _ --- - V _\• V - �-I LUI =MATCH T S OS 0 9 -o= - - -_ - - / - KERN ISLAND CANAL ��/ ,� ---_ r-- 7 I�� _ I �� os I 9� CANAL I - - ---- ----- ----- - --_ _ -- --- _ - __ _ - - - - - - - -_ -- - - �_ _� /"� 9 _ MH =MANHOLE / _ _ - - --- - - - - - - - _ - ------ - - =_ -- --- -- - - _ - - - _ t _ _ _ _ _ ---- _ _ _ RG =ROUGH GRADE Z _ - - - -- --------------_---------------------- --------------------- - _ _ - - - - - - _ - - - 9Q�p // ------ -- - - SD= T - _ i 2G -__ - ________-----------------__ _ _ _--___ STORM DRAIN - - - -- i - --------------------__ - - - ji ___ SOIL MEN --------------- E - - - - I �iNED CANAL rNN� _ _ U------------------- - - -- ------ -- - ' - --- -- - - _-------- - _ - _ - - ----------------------- ---- -- - = 7-:777777777= 1 ------_- _ - SG SUB GRADE � _ -- __ _ -- -- ----- - --- - - - -- - �' .� --- -� �� --�p - STD -STA _ - - - - - -, - -- - - - - ----------- --- - ---- - - --- - - - NDARD --------- - - -' -- - -- - - - - - - - -- - --- - - - -- - -- _ - - - -- ------------- ------------ t -� -- -- --- --- - - __- --- - - -�-�4 --- - - `f? t/ ------ - Y ___ ____ ___ _- ---- - - - _ - - <_ __ ll. 11, ___-______ �- - - - ------ - - - -- --- _ - �� -- STA=ST Q -------_-- - -_-- Cc - ___ _____ --------- - -:9� - - o� STATION -------------------- - - 9 _ - - - - --- ----- -- - __ I- S _9-;-----:- -- --- ___ - ---- I------ A _----------------..- � - _ - - - - - -- - -- - -- TC=TOPOF CURB 5 T _---- - ----------------- _-_ --- - �' --------- - r - - , - i` . _- --- _ __ ------ ---- ;- -- - S-, r - _ oS� - �-`r! G- - - - - - -- - - - - - - -- --- - - - _ - _ uj _f i? � x - / J - - i I _ y O T /------------------- --- - - - - -- . S OP OF SLP _ --- - --p---' --' ------ - ____--- --- -- __ x,- CS'� �t,.: J` G -- - - - > _ _ G : -s i - } - ,.rte - ,3 ;; �, Q / -- -- - - _ _ _ - - 'S - - -' -•=.y`..+ ,F+r,.....s.,; w.A�•': ,,4 ,.;s. `:d, - -L p "'C'•""'�'J' ,''6��' r. i-' Y -'Y >-" i: -r' `�"�a'- „29 (/�� -'-- -'t-- '� z '°-'ems-?ri'-ar+4, f r-'� o �i.- _ _ y OP OF WALL --- �-,�,u�" ._.r� � �� �, CO a. G _ ? �y, �a r ' �°, esu• '� w 7 ' SIDEWALK r ,� fi �+�PN': "e.. �i� «ry_ �' •_, u. -�= ��t� �• ,rcp°`s•ii`. ,,.' *�=ter` �; %S',, ✓'>r(�cH,.-, �;^�,� <.ps r_ v`v °� siY�s� 2°0 �- �. �" &= t- a t < - : ; {b\\;;� C7 r\ N ,, c\ I (// •Rj SLOPE IN PERCENT k<^ �i �; 'moo I'll -1 � t 1 / �/ I Q -, �/ I Xp -- cp i '� '` '•� A w ,.\. ,l.Il�/ �� _O a• _ X3'.8%�` I Q LIJ ---- REFER TO SHEET SP -1 FOR TOPOGRAPHY - - - _ - - ---2 '• ---X-11 s 11 A2 Y\ I �, ' ------ - --mos m f !/ O O/ I ' '' _J AND PROJECT LEGENDS d. ___ _� � RpS I Q� � � � / � ; � �_-- _ __-- ,,'!/' �'/ �� I ' r ; _-- - - -Qpm--- s' - - - - - 2 n CANAL RW i , �� / I " �} O -t x x -A� x x x PLACE 3 OF CLII AGGREGATE BASE m I 11 X, / / } W CE I / I 0 GRADING PLAN ' ' �' U U Scale: V=20' GP-� _1 - 2 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARD GRADING NOTES S 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. PERTAINING THERETO, CALIFORNIA BUILDING CODE 2007 EDITION, CHAPTER 15.12.080 'APPENDIX 33 - THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED WITH THE SAN DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE "EXCAVATION AND GRADING." JOAQUIN AIR POLLUTION CONTROL DISTRICT. STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO i9. IN ORDER T O COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH A STORM �V. # ie 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK SHALL WATER POLLUTION PREVENTION PLAN, HEREAFTER REFERRED TO ASA "SWPPP."THE CONTRACTOR ` I i PLACING OF ANY MATERIAL. NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, SHALL FILE A NOTICE OF LATENT (NOI) WITH THE STATE WATER RESOURCES BOARD (SWRCB). THE ��-\, 100 �``I _ TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. CONTRACTOR SHALL BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND SEDIMENTATION _-/ I -- 1 / 0. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. s- /-� 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF CONTROL AND STORM WATER POLLUTION PREVENTION THROUGHOUT THE CONTRACT PERIOD. THE � j BAKERSFIELD ORDINANCES. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, SWPPP SHALL INCLUDE BEST MANAGEMENT PRACTICES, A COPY OF THE NOTICE OF INTENT, ' '" 1 1 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER VICINITY MAPS, WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF SHALL BE 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.0012. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING RESUMPTION CONTACTED WORTO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO COEFFICIENTS, MAINTENANCE, INSPECTION AND REPAIR PROGRAM, LIST OF SUBCONTRACTORS AN ACCORDANCE WITH THE PROCEDURES OUTLINED R SECTION . SHO D INSPECTION REPORT FORMS, SPILL PREVENTION AND CONTROL, VEHICLE AND EQUIPMENT FUELING FOOT. IF THE SUBGRADE SHOULD BE FOUND , THE MORE THAN 0.10 FOOT OUT A LEVEL AFTER OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER HIS THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD AND MAINTENANCE, COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT DIRECTION. THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE NECESSARY. CE, EROSION AND SEDIMENT SOURCE CONTROLS AND ANY OTHER ITEMS AS It THIS GRADING AT NO COST TO THE OWNER. THE FOLLOWING BEST MANAGEMENT PRACTICES (BMP) SHALL BE INCLUDED: ,�Q� AMERICAN REMAINS OR RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE �l..,4 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, IN ACCORDANCE WITH CALTRANS: SC -7 STREET SWEEPING AND VAC 5, THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT VACUUMING, SC -8 SAND BAG 1", PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL SEPTEMBER 17, 2008, FILE NO. 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AN ECT BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 WIND EROSION CONTROL, TC -1 STABILIZED c UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED D PLANNING DIRECTOR. CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 `% I 1� THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. ON THESE PLANS. PAVING AND GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVENTION AND 0 17, ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) CONTROL. �� .0 _ 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND op 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOL OWINGL BE ISPOSED CONSULTOF IN ATION WITH TDHE KERN COUNTY ENVIRONMENTAL AND FEDERAL REGULATIONS MENTAL HEALTH SERVICES rt 0 mw--� N ---�, SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST m DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH \ � 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OTHER WAST -� CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. ES SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. SHEET NO. -7 20 0 20 40 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, 18. AN OPEN STREET PERMII(SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. ❑ ❑ OBJECTS WHICH ARE TO REMAIN. ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST UNLESS SECURED A A SUBDIVISION AGREEMENT E 20 5 AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY INSURANCE AS REQUIRED S OF h o3 `14 4 � � 10 11 f 2 13 14 t `; 16 `� t'8 1 20 21 22 23 24 � .-- �- f- ) - - - m I 29 30 - r :c �I V-A r -I 0! 4I 01 i 15-00 EXISTING CURB LINE f I s 011 i I L j Q Z Lp1 l.' ? , ` i I I Q I CD \\`r U � i I I � I 1 i I I 1 I 1 I I 1 1 i i i i i ' I ' 1 i I izrl=rein kpj PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD=STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% SLOPE IN PERCENT REF TO O SHEET SP -1 FOR TOPOGRAPHY AND PROJECT LEGENDS REFER TO SHEET GP -1 FOR GRADING NOTES -------------- EXISTING "Tolf, L 20 0 20 40 20 5 I I I I --------- I I CANAL RW f i • PLAN Scale: 1"=20' i x L RAOR ANiDr STAIRCASE 1\SEE DETAIE FLANY Scale: V=20' 9+00 E G 10 11 12 13 14 15 16 17 1 19 20 21 22 23 24 �5 �'�E 2 28 P wo j i ' 0 O a- 0 z LLt1 Z U) n I m IZ a a i N Nco m 0 O L O Co 61 p z 00 m: � m cZ ai r Q C) � a� ID u. p a �G �m a .J SHEET NO. OF 14 a- 0 LLt1 Z U) n I CE� IZ i u m z z O W >- W U U J a �G �m a .J SHEET NO. OF 14 u •o Z l O - t 6A / moo' I ( LEGEND CoI 1,LLI �pLh/PROPOSED FINISHED GRADE ABBREVIATIONS: BW BACK OF / BC = BEGIN CURVE CB = CATCH BAS NLK ^04 0 / CIL =CENTERLINE CZ SLEEVE AND CONTINUE EXISTING / / / / / / / C.O.B. -CITY OF BAKERSFIELD DWS =DESIGN WATER SURFACE _ _ _ — — — — — — — —/ — IRRIGATION LINES AND WIRING / / / / ELEV, EL =ELEVATION r — — — — — ----- / / / ( EC=END CURVE U M EP = EDGE OF PAVEMENT cY EXIST = EXISTING L— o c0 FC = FINISHED CONCRETE Q Co EXISTING SIDEWALK / / / / \ FG =FINISHED GRADE U FL = FLOWLINE cc o / / / GB = GRADE BREAK i— N X zM V MATCH T D LL ----------- � MH=MANHOLE ca ---- RG = ROUGH GRADE � Co ---- �9� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — // SD= STORM DRAIN ---------—————— — — — — —— \ SG SUB GRADE �c STD=STANDARD W o — p STA = STATION D ------I- --- — ------ 13�q,—=---•—=— — ----- -----—— — --- —— --- o TC=TOP OFCURB �� c TOS = TOP OF SLOP L� I TW = TOP OF WALL � o 41 ( 9sts �g 39 r a 00 W =SIDEWALK io I �s A6 2�° � SLOPE IN PERCENT " �� C? REFER TO SHEET SP -1 FOR TOPOGRAPHY C I o-r- REFER r- � AND PROJECT LEGENDS � � REFER TO SHEET GP -1 FOR GRADING NOTES REMOVE EXISTING TREES AND LANDSCAPE IN WORK AREA, INSTALL NEW PWE LANDSCAPE AND IRRIGATION PLANS � o f .Q -- —c ----------- -- CD I CD � L C ::-A ..: til X X DETAIL — RAMP & STAIRCASE Scale: V=10' GP -3 F ' J \ '7 1 v V 4 a) 0 DETAIL — RAMP & STAIRCASE Scale: V=10' GP -3 15 it; 17 18 19 20 21 22 23 2I 2`, 113 ?; F ' J \ 1 v V 4 15 it; 17 18 19 20 21 22 23 2I 2`, 113 ?; a) 0 z p C m U 3W N a o v ao om N O O 0 0 zrj O> <o w a m o Qo i�o T o LIJ U) Q O � U � � Lu OC <C � 0- U) cc Iz 06 Lu Lu Z 2 Co J Q or Lu z {MQ rr 0 Now - YL SHEET NO. apoo OF 14 29 30 h LEGEND tp`b!V PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O.B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK 13 1 ® ti re ,e v W �e�a U cc:u 5 0 �<N -a "0 Uco O� CD U co m i co i LL c W O T U:� Ifl- cp !o o � �a 0 m v n t4 I SHEET NO. OF r 14 i -;— f c O N 0 0 c o (5- z C N d N LZ (D 0 O O 67 p m s O p cr O m Z m N r O0 O ii 0 C Q L Z^ a - J Y W z m � a W rr Q W z m J o LL Q v W C U � J _J v n t4 I SHEET NO. OF r 14 v r LEGEND PROPOSED FINISHED GRADE ABBREVIATIONS: BC = BEGIN CURVE BW = BACK OF WALK CB = CATCH BASIN C/L = CENTERLINE C.O,B. - CITY OF BAKERSFIELD DWS = DESIGN WATER SURFACE ELEV, EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWLINE GB = GRADE BREAK INV = INVERT M = MATCH • MH = MANHOLE RG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD=STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% SLOPE IN PERCENT REFER TO SHEET SP -1 FOR TOPOGRAPHY AND PROJECT LEGENDS REFER TO SHEET GP -1 FOR GRADING NOTES WI i wii..L w �— M V rn CO J M Ln = H + W = M oto � � I C5 r7 20 0 r 40 _ 0 20 J Wz � Q LL 5 'E- 32' 41.25' - 1;�y�'�---'! I it f __j I R 1; Q I mil W I Ij o' I o , t , 1. j 1; 91, , I I N , I 40133 DEP' - 19- S a i L----- , -- -'- ! 'L_ - - _----- — --=-_ ----- _----- _----- - STREET RW-�� - -_--- — ----- - — ----- — ----- - — -- -- - _ iA �' if - - - D D - ------------------ �-------------r--------�-------- � �---------------- �� rn 402. ' TGB -- 401.69 FL-. I t , t ` ' ` -`----------------------------------------------- -------- NIL, ------------------------------------------------------------------------------------------------ ----------------- --------------- st----g; ---------------------------- ---------------------------- �, N //71 :d l / co o o. 01 %17TH STRE -' O a 4 �•.C`0��� � cervi ' Dcp�'�9`�-FG' w,x - .w a... _ .7. ,.�... gp ��.. _ - 4 t b\ 0 0.58% t 0 0 - l ik b\ N -� N d- . Q" 5 Dc T . Q . , v. pct O .,. � f of O Ds -t ti O � o O O - d . O O b` T b - d 20 _ • • --9- -____ .�. - - -- _.0.20% . ,, _ - -0.%,. - . _ • : �_ � , 0.20%'• ,.; � _ _ - - - - r. ° 0 6 t - 0 -.E ti • • y /�a - O ' N t e.F / d. d G I G i� III T "r 0� STREET RW I I i I II + �� II1 - ' II , I I) -7 I i i I I - ' ' I „ I ' I I I �� ill W0� Q I 01- 0 GRADING PLAN - PARKING PLAZA A Scale: V=20' GP -5 1'4 1 YW g 0 77-7 0 2� •7 0 0. 7 J 6 F CU � 0 4 D b\ li . x'' `L b\ N -»- N . x1.7 O N. 1 M z� 1: 1 P F i 0 5 Q O %L 0• tr ,4 r w 3 2 O G O � •.1 o z r: 49 --------1` 3 R </- x, N' m • .20 - %s � K. • O _ p�- - a .0r • u b - `A _ s — • -E F '1 �3 G n � 5 � 5 I 1. E. 4. r � 1 J— /IV< 4p1�gT F� . f `:16 F"G r i 0- /U I 40 _�1 9 SAWCUT ALL EDGES 1 �'' . � X01' `�:zb, GRADE AND CONSTRUCT RAMPS TO 0� 62 �` r� //; / MATCH NEW AND OLD PAVEMENT EDGES, PLACE 0.20' ASPHALT CONCRETE OVER 0.40' CLASS 11 AGGREGATE BASE OVER 1.0' COMPACTED SUBGRADE �// / 1r , E Z� /' •h q� r �` � N. / ,p j y �.i (-,v <o �— _ 7• -O• �, ^.gyp ^^ �90 Try' —rJO � .4 1'©/` s-.--- '' - ---! --- --- �� - - - - -��� - ------------ 250%FtkV'0y� /00 C •` z � > �,42FC� Off' � Vic? L /38� O , T I y\ _ p ,W h 7 �k- Y C `— i- vk / 9 s .2 0 0 l 1• O 4 � nn ••ro 0 Cc V } / Y 1• / 0. N O 397.50 T0��- S 7.O_ O � F _I � W_ �� i•„y-``t"�"'" �.,�, �C -' two o"-,, � •�O�'— �i` 1• v— 0 - ----------------- ------------- �c 4 • h _ 401-1 ,., S . •s a Y; r IT X29• ,8 ,// Ik0 -¢ " a o� ; %�� a A0 y ., �>8 833A. Y ' /4 Cj A �x �p�x .�-a•3 2Q.rok �ph'v _41 C6 A I^ �o I w I � I ' 9 I I 1 I I 3 24 et . r-aD8 {) °' co O t` co q) Co Co 00 QD Co W v 0 Co �_ Co uicis � U Co � r DiC6 C 0 o Q_ m Q Q SHEET NO. (mpr_19 OF 14 14 Lo _ 0 J Wz � Q LL Q W Ir W Q z M Li- - J Q Q 0 OW Cc U U SHEET NO. (mpr_19 OF 14 14 �m r -4 �A r_A WE MONUMENT \ �.,� s \ \ - v \\ ` \\ STA. 38+00.00N, 13+46.62 U L—M \\ cA�j (9 \\ \ \ \t r r3�l gn, 4(J,3-22' \\ \ \ \ \ y \ \ \\ `v v '3 \ A (11 too d k" N \ \ \ �� \ � \ � \\ c? S ¢ \\\ _, ., \ \ p3_ \\ \V �' 4p3 \ y \ S¢ \ \ ... \ \ \A A2 j Q2. WATERLINE RELOCATED BY CAL ZcQ WATER Cp_ �7LjZ, 4,b) IIM-,4, —io \. ��, o: * � 18T \ \ O \ � � I ,'� .n'�. `�. o�: . G � �1! •.�. ' ,'�;r � r �'< 1�, � "� ;a1 40 -544 0\ CANAL R/W z C CL A_ SUa _7 ---- ------ N------ yL aNE:� \0 1'w• -y-, ------ 472 j, LA' "\ 2 _ o `lam �� _ __--Al NA -;7!� - 71,� ; p 0_%1vv --------------- Z IZ v % 30 1 1�tf ------- (115� D I -70(' V/ i oA N)—N 0 kil d\A It � i CANAL R/W X\ -40.3, Ar w A 4, "A _p 24-27 W fg4,o,.­p M 4 N I ­k�-"\;, ", �, ,, 1 \, 00- hA 7 7 Xg 28 V� 49sg Ic 7 4 0 sl� 6.F 'T023 FGA V A- 3: 'IQ T PLAN 6 Scale. 1"=20' �GP-6 L E G E N D '00 V N \ _oQ5 09 PROPOSED FINISHED GRADE 100 1 . 9 4-4f ABBREVIATIONS: BC BEGIN CURVE BW BACK OF WALK \\ \ \ \ ` \ \\ CB = CATCH BASIN C/L = CENTERLINE C.O.B. CITY OF BAKERSFIELD - DWS = DESIGN WATER SURFACE ELEV. EL =ELEVATION EC = END CURVE EP = EDGE OF PAVEMENT EXIST = EXISTING FC = FINISHED CONCRETE FG = FINISHED GRADE FL = FLOWUNE GB = GRADE BREAK INV = INVERT M = MATCH MH = MANHOLE FIG = ROUGH GRADE SD = STORM DRAIN SG = SUB GRADE STD=STANDARD STA = STATION TC = TOP OF CURB TOS = TOP OF SLOPE TW = TOP OF WALL W = SIDEWALK 2% SLOPE IN PERCENT REFER TO SHEET SP -1 FOR TOPOGRAPHY AND PROJECT LEGENDS REFER TO SHEET GP -1 FOR GRADING NOTES )D 18 16 2b )2 15 6 17 1 24 15 .�6 27 Zi S 29 0 OWN^ SHEET NO. a pos OF 14 00 wt - LPP,3Co 0 Co �.�UCo -i Co w w Z (D u) < cc Co _j W Y el < < CD ujO Z O W .> w C) Cp O O 0 1 O O ir OWN^ SHEET NO. a pos OF 14 00 0 -i w Y Z LL C/) LL < cc _j W Y el < < CD z w Z O W < w C) OWN^ SHEET NO. a pos OF 14 7-1 W -A mm RO&GH GRADED BY CANAL CONTRACTOR VARIES VARIES 5CONSTRUCT LANDSCAPING, SEE SHEET L-3 CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -2 < 1< I" BENCH - 2% ----------- LANDSCAPE CURB ROUGH GRADED BY CANAL CONTRACTOR 5' PEDESTRIAN & BIKE PATH 7) -6 CONSTRUCTED BY CANAL CONTRACTOR 15'-22 1)1 122-7311 VARIES 4 VARIES <1 of LLJ cr- CD =uj < oaf Cr < /F LD Of of W , 0 (nu QMH <of Cn v \i CULVERT TRANSITION SECTION — CANAL KT`� MILL CREEK PH. 4 ,GP -7) Scale: 1 5' CONSTRUCTED BY CANAL CONTRACTOR VARIES VARIES 7P-6$1 CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -2 CONSTRUCT DECORATIVE 'ATIVE CONCRETE WALKWAYS, z SEE SHEET SP -4 2% LLJ +1.00' L.Li 1.5 Lu UJ 0 2f <__j 9" SOIL CEMENT LINED CANAL SECTION — CANAL MILL CREEK PH. 4 Scale: 1 5' ,ZROUGH 'GDED BY CANAL CONTRACTOR CONSTRUCTED BY CANAL CONTRACTOR PEDESTRIAN & BIKE PATH 10' MIN IFIT17111 A NE 71-6)0 TYP. �11 ramome p C -IN iP-7 VARIES 8' MIN. +1.00' t ROUGE(GRADEDBY CAN CONTRACTOR CANAL CONTRACTOR VARIES VARIES 1'-5" (15' MIN. WHERE BENCH OCCURS) VARIES 8' MIN. 7'-6" 7'-6" 7'- 6 Of SEE SHEET L-3 5' SHEET L-3 TYP. _j j CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 2% CONSTRUCT PILASTERS 2% 77 S. .00' __j < AND RAILING SEE C/) ui-J < Ld uJ CC Cn ujF= SHEET WF -2 CONSTRUCT DECORATIVE Z: --j CONCRETE WALKWAYS, CONSTRUCT DECORATIVE CONSTRUCT LANDSCAPING, CONCRETE WALKWAYS, SEE SHEET L-3 1 SEE SHEET SP -4 i z. �- 2% +11.00' of 17 r ( < LLJ UP 0 Cr_1_j 1.5 Cf) <UJ < 1 C" of -8.00' a- 0 < " 9SOIL CEMENT �LINED CANAL SECTION —CANAL MILL CREEK PH. 4 Scale: 1 5' 1711 , 1" p 1 '3 14 17 16 IFIT17111 A NE 71-6)0 TYP. �11 ramome p C -IN iP-7 VARIES 8' MIN. +1.00' t ROUGE(GRADEDBY CAN CONTRACTOR CANAL CONTRACTOR VARIES VARIES 1'-5" 2'-6" CONSTRUCT LANDSCAPING;, Of SEE SHEET L-3 __j SEE < SHEET L-3 j CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 2% 2% 77 S. .00' __j 2.5:0 >-LJ C/) ui-J < Ld uJ CC Cn ujF= 00 < ROUGH GRADED BY CANAL CONTRACTOR 8' MIN. 1'-5" 2'-6" CONSTRUCT Of LANDSCAPING, __j SEE < SHEET L-3 2% +1.00' 77 S. .00' 2.5:0 C/) ui-J < Ld uJ CC 0 ujF= 00 < CONSTRUCT DECORATIVE Z: --j CONCRETE WALKWAYS, SEE SHEET SP -4 W.S. 0.00' Al —2.50' =J wQ =5 9" a, A-- Lui- CL 3: -j 0 --i Z: o-< a-3:: ROUGH GRADED BY CANAL CONTRACTOR PEDESTRIAN & BIKE PATH 10' MIN. CONSTRUCT — LANDSCAPING, SEE SHEET L-3 2% CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 27 29 Cm -0 0 0 i� Co _L___ >C11 NCD 'o C3 CD Z) m 2 < 00 Cr 2! CCQ:) C o 2 0 t �0 < C) 17L Q P C46 C)a- _j y W Cc < < C/) n CE Cr W < 0 Y w < z m —1 w LL y C/) 0 w Cf) w rfli CC %jj# 0 cc - _j 0 0 - too') X C X k-.Ze SHEET NO. p® OF 14 CONSTRUCT LANDSCAPING, SEE SHEET L-1 ROUGH GRADED BY CANAL CONTRACTOR CONSTRUCT PILASTERS - AND RAILING SEE SHEET WF -2 «z 5' 22' J a z �r CONSTRUCT DECORATIVE r CONCRETE WALKWAYS, I SEE SHEET SP -4 ROUGH GRADED BY CANAL CONTRACTOR ryl JI+ 5, a zr 10' MIN. CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 2% 1.00' �z LL1 J wQ :� WF— o- � J �� ARCH BRIDGE CONSTRUCTION BY CANAL CONTRACTOR FINISH GRADE SURFACE AND INSTALL RAILING THIS CONTRACT CONSTRUCT WALKWAY OVER BRIDGE, SEE 23' 23' SHEET GP -2 CONSTRUCT PILASTERS AND RAILING, SEE SHEET WF -2 VARIES Z W.S. 0.00' Q _ U 0 W w —8.00' i 8" REINFORCEMENT E.W. CENTERED IN 4000 PSI CONCRETE SLAB OVER BRIDG PEDESTRIAN BRIDGE SECTION - CANAL D AT PEDESTRIAN BRIDGEGP-8 Scale: 1" = 5' CONSTRUCTED BY CANAL CONTRACTOR 7'-6" 7'-6" 7'-6" 0„ J ... ,,. 1. I.. - SOIL CEMENT LINED CANAL SECTION - CANAL —3.00' V• 0 ROUGH GRADED BY CANAL CONTRACTOR 22' 2% 4" FOR 8' WIDE BRIDGES 7" FOR 12' WIDE BRIDGE I I I I I I 1 I I I I I 5' i cr_ rQ rZ Q IU r r I r i - CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 ROUGH GRADED BY CANAL CONTRACTOR VARIES 10' MIN. 5' 2% +1.00' 17 • �a —2.50' c� wQ m� cr= oQ CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -4 SOIL CEMENT LINED CANAL r r I CONSTRUCT LANDSCAPING, LANDSCAPING, SEE SHEET L-1 SECTION - CANAL F MILL CREEK PH. 4 GP -8 Scale: 1" = 5' i0 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 2'E 2, I o z i LE x N O m o CCr o p o 0 o cp j 3 0 a 0 c a Q 0 LL 0 L H 06 = w a- _ .. W CC � 0- 7 W CE z O V W F— _z U M J W Li- v U) O w Cf) �- cC O U C'r U v Q �A---- -= - --Awl rs Q N J SHEET NO. OF 14 �n. �, I mm mm I f -I Waw rm � NA ROUGH GRADED BY CANAL CONTRACTOR ROUGH GRADED BY CANAL CONTRACTOR ARCH BRIDGE CONSTRUCTION BY CANAL CONTRACTOR 17' 17' CONSTRUCT PILASTERS AND RAILING CONSTRUCT WALKWAY & SEE SHEET WF -4 ROADWAY OVER BRIDGE -- __ SEE SHEET GP -4 J J Q CONSTRUCT DECORATIVE CONCRETE PARK ITEMS --_`- - +1.00' WALKWAYS & ROADWAYS ELEV. 406.42 77 SEE SHEET SP -6 ELEV. 405.16 ELEV. 406.37 ELEV. 406.37 ELEV. 405.16 `.8 8.33% ---- 8.33% =1 f r=111=i l i= 0.20' ASPHALT CONCRETE VARIES _"- -- -`-..- VARIE 0.40' CL. 11 AGG. BASE _-,111=�;" ROADWAY `��` ` , i � Y+. _ _ _ »IF= Ii -If IN AREAS WHERE 7 =1 Il 1.0' COMPACTED SUBGRADE •`'�'"' OF CONCRETE IS NOT < 4 MIN. ON PEDESTRIAN SIDE Ii�l� Ir ZCONCRETE WALKWAYS, POSSIBLE, POUR TO » o 7 MIN. (WHERE AVAILABLE) o SEE SHEET SP -6 w TOP OF CULVERT z ON VEHICULAR SIDE F:I =fit ii, 63 Q NITFC < CD W. S. + 0.00 ¢ 0-�� - - w {s" UJ �- a- .- • a. � Q "—i lM, LI x-11 - ' .:, y ;: 'tt•b i -=yM-7, lL� l -3.79' u Q_ � J V LLL W � _ #4@18" REINFORCEMENT E.W. CENTERED IN 4000 PSI CONCRETE SLAB } - VEHICULAR & PEDESTRIAN BRIDGE v Q Q U SECTION - HILL HOUSE BRIDGE - BOTH ROADWAY & PEDESTRIAN WAY �I MILL CREEK PH. 5A ~ F_ Cc 0 O Scale: 1 " = 5' ROUGH GRADED BY CANAL CONTRACTOR CONSTRUCTED BY CANAL CONTRACTOR ( (I I� o Q < o= Lr m 3 CONSTRUCT DECORATIVE _j CONSTRUCT PILASTERS CONCRETE WALKWAYS, , t� ® f AND RAILING SEE U�- 4 IQ � SHEET WF -4 �1 VARIES VARIES 8' TO 18' 7'-6" 7'-6" 7'-6" 7'-6" VARIES o� 1,-g» INSTALL i J J Q .e. PARK ITEMS --_`- +1.00' _U • -F—}i—1 I --4 F-1 P 77 XI. wl CONSTRUCT FENCING Q Q) o `.8 8 =1 f r=111=i l i= 11 12 IJ , i � Y+. UI I CONSTRUCT DECORATIVE z C Z ZCONCRETE WALKWAYS, z w� o SEE SHEET SP -6 w CONSTRUCT DECORATIVEuJ cn 63 Q NITFC < w ME ¢ 0-�� cr _ O o UJ �- a- Co iQ a. � Q Q 06 Q_ � ROUGH GRADED BY CANAL CONTRACTOR I� IJ z CONSTRUCT PILASTERS IQ AND RAILING SEE IC' SHEET WF -4 I I 1 2% C s .Q j! CONSTRUCT FENCING Q Q) o 4 8 =1 f r=111=i l i= 11 12 IJ , i � Y+. UI I z C Z o W ---� Q w� 10' 2' z CONSTRUCT DECORATIVEuJ CONCRETE WALKWAYS, NITFC SEE SHEET SP -6 o J z J ¢ 0-�� VARIES 1.5 1 I E- g„ -8.00' SOIL CEMENT LINED CANAL — SECTION - CANAL MILL CREEK PH. 5A Scale: 1 " = 5' CONSTRUCTED BY CANAL CONTRACTOR J Q Z Q U W z J Q� !j i 7'-6" 7'-6" 7'-6" i I -8.00' 1 l ml l_ SOIL CEMENT LINED CANAL — SECTION - CANAL MILL CREEK PH. 57 Scale: 1 " = 5' 15 �6 W. c� 1.5 �Q 1 w� w_ w3: � J 0-3: r•� CONSTRUCT LANDSCAPING, SEE SHEET L-6 7'-6" VARIES W.S. C - ROUGH GRADED BY CANAL CONTRACT*,/' CONSTRUCT LANDSCAPING, SEE / SHEET L-6 z - 9' MIN. 3'-6" 10, 5' 11 +1.00' -2.50' � J wQ m� E� ED_ �� n J a� PLANTER �j M � Z � o CK Z a o o < CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -6 ROUGH GRADED BY CANAL CONTRACTOR C s .Q j! CONSTRUCT FENCING Q Q) o 4 8 6 17 11 12 13 14 -8.00' 1 l ml l_ SOIL CEMENT LINED CANAL — SECTION - CANAL MILL CREEK PH. 57 Scale: 1 " = 5' 15 �6 W. c� 1.5 �Q 1 w� w_ w3: � J 0-3: r•� CONSTRUCT LANDSCAPING, SEE SHEET L-6 7'-6" VARIES W.S. C - ROUGH GRADED BY CANAL CONTRACT*,/' CONSTRUCT LANDSCAPING, SEE / SHEET L-6 z - 9' MIN. 3'-6" 10, 5' 11 +1.00' -2.50' � J wQ m� E� ED_ �� n J a� PLANTER �j M � Z � o CK Z a o o < CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -6 ROUGH GRADED BY CANAL CONTRACTOR V a � of � `- �.a CIDN 0 r U a T U o� Cf) OP �LL _ MM C W wo U-M LIJ op IJ cfj� 0 C:) a T I m C s .Q j! CONSTRUCT FENCING Q Q) o SEE `SHEET WF -4 QI p i i i UI I C) VAR ES 10' 2' z PL NITFC 15 a) i¢ ¢ m Q l� p �o a5 co LL N NO O ( U o m O O o a- Co iQ � O 'LL U Q Q 06 J V LLL W � _ } c O v Q Q U _z CoW J z LL- �I J Q ~ F_ Cc 0 O U v �I ZI w o Q < o= Lr m 3 CONSTRUCT DECORATIVE CONCRETE WALKWAYS, t� ® f SEE SHEET SP -6 V a � of � `- �.a CIDN 0 r U a T U o� Cf) OP �LL _ MM C W wo U-M LIJ op IJ cfj� 0 C:) a T I m C s .Q j! Q) o p i i i I C) z f 15 a) i¢ ¢ m Q l� p �o a5 co LL N NO O ( U o m O O o a- Co iQ � O 'LL U Q Q 06 J V LLL W � _ � C!1 � z c O v Q Q U _z CoW J W � O W C/) Cn F_ Cc 0 O U v J_ U Lr Q d- t� ® f U�- 4 �1 o� i SHEET NO. @�,pog ' rr OF D� 71t 14 29 30 1-1_-9 ROUGH GRADED BY CANAL CONTRACTOR oI J d� CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -4 , , _ 10' MIN. , I , I 2% f , I� z 0 d CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -6 VARIES PLANTEI 1 CONSTRUCTED BY CANAL CONTRACTOR J d Z ' d U w z J I CONSTRUCT LANDSCAPING, w SEE SHEET L-7 7,-6„ VARIES TYP. 7'-6" 7'-6" I --1.00, I J 1.5 �1 w —8.00' :2 } ui 9 SOIL CEMENT LINED CANAL I SECTION - CANAL MILL CREEK PH. 5A Scale: 1" = 5' ROUGH GRADED BY CANAL CONTRACTOR r� J d z, dIU CONSTRUCT LANDSCAPING, , 7'-6" SEE SHEET L-7 TYP. VARIES VARIES r 10' MIN. PLANTER , I , 2% I W.S. +0.00' —3.00 —2.50 I CD 1.5 Q 1 w 0 SLOPE AT 2H:1 V MAX. 1 Yui=+1 n- CONSTRUCT DECORATIVE o J CONCRETE WALKWAYS, 0 < SEE SHEET SP -6 SECTION - CANAL J MILL CREEK PH, 5A GP -1 Scale: 1" = 5' 13 14 15 16 17 T 2H:1 V MAX. <5 <6 o 1 'CIO, W U cc ti m Qi tT4 J Co T U CD (o Co m� op LL Co Wcr) o �n 00 LIU0 CC) �,0 !' C�0 o � m Q i± Cr I 0 o 1 - � Fa �i 1-1_-9 ROUGH GRADED BY CANAL CONTRACTOR oI J d� CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -4 , , _ 10' MIN. , I , I 2% f , I� z 0 d CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -6 VARIES PLANTEI 1 CONSTRUCTED BY CANAL CONTRACTOR J d Z ' d U w z J I CONSTRUCT LANDSCAPING, w SEE SHEET L-7 7,-6„ VARIES TYP. 7'-6" 7'-6" I --1.00, I J 1.5 �1 w —8.00' :2 } ui 9 SOIL CEMENT LINED CANAL I SECTION - CANAL MILL CREEK PH. 5A Scale: 1" = 5' ROUGH GRADED BY CANAL CONTRACTOR r� J d z, dIU CONSTRUCT LANDSCAPING, , 7'-6" SEE SHEET L-7 TYP. VARIES VARIES r 10' MIN. PLANTER , I , 2% I W.S. +0.00' —3.00 —2.50 I CD 1.5 Q 1 w 0 SLOPE AT 2H:1 V MAX. 1 Yui=+1 n- CONSTRUCT DECORATIVE o J CONCRETE WALKWAYS, 0 < SEE SHEET SP -6 SECTION - CANAL J MILL CREEK PH, 5A GP -1 Scale: 1" = 5' 13 14 15 16 17 T 2H:1 V MAX. <5 <6 o 1 'CIO, W U cc ti m Qi tT4 J Co T U CD (o Co m� op LL Co Wcr) o �n 00 LIU0 CC) �,0 !' C�0 o � m Q i± Cr I 0 o 1 t%,;� i3 u �f 4� SHEET NO. OF 14 �i Co 0 o l N NO p i= Q p O m co m l 3 m m O ai r as U p � x _ U J 06 a— w cc z a O U) cc F_w W I U W Q z U) m --' Cl) O w O Ir U U J V n t%,;� i3 u �f 4� SHEET NO. OF 14 mm ROUGH GRADED BY CANAL CONTRACTOR CONSTRUCTED BY CANAL CONTRACTOR J Q Z Q 1� U 1J D (Q CONSTRUCT LASTERS AND z < RAILING SE SHEET WF -5 J 1 W PEDE RIAN & BIKE V IES P 10 MIN. VAR ES VARIES VARIES VARIES ROUGH GRADED BY CANAL CONTRACTOR VIRIES VARIES 3' MIN. 1 T —2.50' �Z J CONSTRUCT LANDSCAPING, rya Of SEE SHEET L-11 ' Q ui M i Z J 2% U J Z J Z W CONSTRUCT DECORATIVE>- ' z zo co CONCRETE WALKWAYS, Z Q SEE SHEET SP -9 0 = Q, w CULVERT TRANSITION - MILL CREEK PH. 513 K SECTION — CANAL GP -11 7'-6" Scale: 1" = 5' 7'-6" ROUGH GRADED BY CANAL CONTRACTOR , I CONSTRUCT PILASTERS AND 6: RAILING SEE SHEET WF -5 i\ I� 1 Q VARIES 1� VARIES 3' MI\l. 5' TYP. PLANIE R 1 1 1 I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 � J J zry 3:: o= Of w w CL 1.00' CONSTRUCTED BY CANAL CONTRACTOR 9J7 -Q nn' SOIL CEMENT' LINED CANAL SECTION — CANAL L MILL CREEK PH. 513 GP -11 Scale. 1 = 5 10' MIN. CONSTRUCT LANDSCAPING, SEE SHEET L-11 � 1 1— Iz J !Z 2%tL.5.16' 1 I 1 I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 ROUGH GRADED BY CANAL CONTRACTOR VARIES 7'-6" 5' TYP. 3' MIN. _ PLANTER W.S. +0.00' _3.00, 1 a —2.50' �Z J rya 0 C_ Q w M Of w z Q U W z c� Q, w 7'-6" 7'-6" 7'-6" 9J7 -Q nn' SOIL CEMENT' LINED CANAL SECTION — CANAL L MILL CREEK PH. 513 GP -11 Scale. 1 = 5 10' MIN. CONSTRUCT LANDSCAPING, SEE SHEET L-11 � 1 1— Iz J !Z 2%tL.5.16' 1 I 1 I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 ROUGH GRADED BY CANAL CONTRACTOR VARIES 7'-6" 5' TYP. 3' MIN. _ PLANTER W.S. +0.00' _3.00, 1 a \I 1 J Q z QI 10' MIN. 1 1 — 2% +5.16') 1 �--- CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 C 0 U N n 1 � o z } 4n N N p 0Co 0 O O n 3 C .Z m = �4� o r a n U LL o CoLo I 06 � Lu 0 CJO U) LL 0- O u- Q U w m Z CD J Q Wo U) U U U Q 0 - ton s� "f 3 Q s 47 4� 4� SHEET NO. [PE3 l OF r7, 1 14 z'E, 27 ?� z9 so —2.50' �Z rya 0 C_ w M Of w \I 1 J Q z QI 10' MIN. 1 1 — 2% +5.16') 1 �--- CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 C 0 U N n 1 � o z } 4n N N p 0Co 0 O O n 3 C .Z m = �4� o r a n U LL o CoLo I 06 � Lu 0 CJO U) LL 0- O u- Q U w m Z CD J Q Wo U) U U U Q 0 - ton s� "f 3 Q s 47 4� 4� SHEET NO. [PE3 l OF r7, 1 14 z'E, 27 ?� z9 so mm 74 ryICLf WIZ Of I SIU �O 1 I I+2.00' f��l11eL"<eT:7_Ti7�7:3-t : ► ; • � ► :: � • :� CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -5 VARIES 2% 1 CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, - SEE SHEET L-11 ROUGH GRADED BY CANAL CONTRACTOR VARIES 3' MN-.. 5' TYP. PLAN ER CONSTRUCTED BY CANAL CONTRACTOR J Q z a U D W Z U a W �I i i i i i 1.5 �1 I -8.00' 9" SOIL CEMENT LINED CANAL SECTION - CANAL MILL CREEK PH. 5E Scale: 1 " = 5' J CONSTRUCT PILASTERS AND w RAILING SEE SHEET WF -5 PEDESTRIAN & BIKE PATH 0 tr VARIES VARIES VARIES 3' MI 7'-6" LAWN AREA PLANTER F 1PLANtR1 2% J J C_ —2.50' < Of z Of z O O afw UJ zm F-- Q CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, w SEE SHEET L-11 111 j�tI -3.00' CONSTRUCTED BY CANAL CONTRACTOR Eq s . w z _U J Q W 7'-6" W.S. +0.00' —3.00' 1.5 1� g„ i 7'-6» 7'-6" 7'-6" G i i i i W.S. +0.00' o i —3.00' 1.5 I, 1� —8.00' y 9» 9" VARIES 5' TYP. 8' MIN. 2% +1.00' SOIL CEMENT LINED CANAL - SECTION - CANAL N RILL CREEK PH. 5E3 GP -1 Scale. 1 = 5 4 15 13 1 LANTER 11 q N W U Ci ID z t J fi C_ —2.50' < — 2.50' � U Oz afw UJ zm F-- Q O M � a Q:� i 0 UJ w Q O LANTER 11 10' MIN. 2% f 7 CMSTRUCT FENCING SEE SHEET WF -5 �I Q VARIES 10' MIN. PLANTER ,.z j � 2% ? +5.16 \I 1 +5.16' I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 25 27 7A1, 'j, t'r, 10 ,, ► ,1ys. (q q N W U Ci ID z t J fi C_ Q — 2.50' z W o J n -Q Z Of UCo O� Itfu0 oa r i 0 (,o w Q O w ME Ckfw 0 10' MIN. 2% f 7 CMSTRUCT FENCING SEE SHEET WF -5 �I Q VARIES 10' MIN. PLANTER ,.z j � 2% ? +5.16 \I 1 +5.16' I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -9 CONSTRUCT LANDSCAPING, SEE SHEET L-11 25 27 7A1, 'j, t'r, 10 ,, ► ,1ys. (q q N W U Ci ID z t J fi C_ OP N ( U W o C) `' UCo Itfu0 oa r i 0 (,o �B vJ Q) Q O z 0 e)'11� '0► � .s ci c. SHEET NO. P El n� OF Ot" 14 29 3Q 0 z i Ir y u� 1 N N Q T ,{l O m D C G p ^ O O i �Iro °0 i y0 u- U T i t L_ Q C) Q z m �.. 06 n Q- 7 J = Lll Cc Cn Z � � o el c Y QC U w t !U) LLV 1 O w cn M CC U C) U J y � Q e)'11� '0► � .s ci c. SHEET NO. P El n� OF Ot" 14 29 3Q 7.4 ROUGH GRADED BY CANAL CONTRACTOR I \ I Q CONSTRUCT PILASTERS AND z RAILING SEE SHEET WF -1 PEDESTRIAN & BIKE 1' !<PLANTER VARIES PATH 10' MIN. BLOCK WALL OR FENCE BY OTHERS I 1 I CONSTRUCT LANDSCAPING, SEE SHEET L-1 CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -2 22% .._- c� �z LLJ w m_vT� w Lj F— cl-� � J 0 - VARIES 8' MIN. CONSTRUCTED BY CANAL CONTRACTOR 7'- 6' J Z U � w J a w 7'-6" 7,-6" Q V"Sn& SOIL CEMENT ;LINED CANAL SECTION - CANAL ROUGH GRADED BY CANAL CONTRACTOR �I I J Q zi 11' MAINTENANCE I 7'-6" 7'-6" WAY CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -1 I +1.00' 2% i MATCH TO EXISTING GRADE eJ —2.50' CD wz LLJ J LJ w _ r2 � 0 J STA. 45 + 62 TO STA. 46 + 96 Scale: 1" = 5' J I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -2 N LuT N y ( � p p U U o co Cw Uw _� co co Co CD m W o ^T` co VJ 60-C UJ 0 00 0 0 `260 cri 0 0 T m 0 .Q p 0 Hr N - n - c� �z LLJ w m_vT� w Lj F— cl-� � J 0 - VARIES 8' MIN. CONSTRUCTED BY CANAL CONTRACTOR 7'- 6' J Z U � w J a w 7'-6" 7,-6" Q V"Sn& SOIL CEMENT ;LINED CANAL SECTION - CANAL ROUGH GRADED BY CANAL CONTRACTOR �I I J Q zi 11' MAINTENANCE I 7'-6" 7'-6" WAY CONSTRUCT PILASTERS AND RAILING SEE SHEET WF -1 I +1.00' 2% i MATCH TO EXISTING GRADE eJ —2.50' CD wz LLJ J LJ w _ r2 � 0 J STA. 45 + 62 TO STA. 46 + 96 Scale: 1" = 5' J I CONSTRUCT DECORATIVE CONCRETE WALKWAYS, SEE SHEET SP -2 N LuT N y ( � p p U U o co Cw Uw _� co co Co CD m W o ^T` co VJ 60-C UJ 0 00 0 0 `260 cri 0 0 T m 0 .Q p 0 Hr Q V CONSTRUCT N - n - W = o; co p 06 > Q T z Q LLJ w W Y CD FL Q O a W ROUGH GRADED BY CANAL CONTRACTOR Q m'LX W o o Hi GRADED BY CA AL CONTRACTOR CONSTRUCTED BY CANAL CONTRACTOR 0080 oo co j 3o Geo cm Co �; r m Co L < " C) :L U O Q V CONSTRUCT N - n - W = o; 06 > Q T O Q LLJ w W Y CD FL Q O W ROUGH GRADED BY CANAL CONTRACTOR Q Cr W ROU Hi GRADED BY CA AL CONTRACTOR CONSTRUCTED BY CANAL CONTRACTOR W j m Z Cl) u- cf) Iry CONSTRU T PILASTERS AND J 0 1Q RAILIN SEE SHEET WF -1 zi f— W CE I< U U U \ L R PEDESTRIAN & BIKE 3'- ' 11' MAINTENANCE U RIES PATH 10' MIN. VARIES 8' MIN. 7'-6" 7'-6" 7'-6" 11.25' TYP. TYP. WAY ' BLOCK WALL OR FENCE BY OTHERS-\,-- THERS ,.� CONSTRUC SLA EE p_ JVIL ULAALN I LIIVLU I.MMAL SECTION - CANAL �P� AT COTTAGES ACCESS POINT Scale: 1 " = 5' ■ MATCH TO EXISTING GRADE IF - AGGREGATE 'ACT TO 95% -a os 25 _5 2 23 29 30 11 4t 'S si rt u SHEET NO. po �'� J--5� OF 14 r o� T CL 17TH STREET STA. 6+53.63 E Q� i W W ! 32' 3> STA. 6+85.60, 38.98'RT. 20 =STA. 6+68.51 FiL 0 w BEGIN CURB &GUTTER M w O2 STA. 6+85.60, 4' .88 RT. -40 Cr w 360.00' A88A CASE A ' w CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 10 CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" XUj = .< N TYPE "A" CATCH BASIN PER CITY STD. D-14 ¢ U U ' O F LLL Z t= INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 o Lq U REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND W to Z_ REMOVE EXISTING CATCH BASIN AND DISPOSE CK z Pfw 13 REMOVE EXISTING STREET LIGHT, DELIVER TO CITY YARD o O i� REMOVE CATCH BASIN TOP AND GUTTER PAN AND CAST NEW ¢� 404¢ ~ U cnm re- Ck: 402 �o � F- CC ¢ �' Of w ' Cr O O d) C) N r. 0:� CO N O N � N o N w i� N o N w i� N 0) d) ¢ LJ i i_0 i I �S= I o _ U F- 06 _ � U O cD -D U M C to U C) r M Z U O rnr- O W W O N II N W cD W r _j r Z CO F'-- Z Cn d- M F- Z CC F- O F- Z z F--0100 r*-, � + F- F- t_ Lr)C14 OfNZ � r.,: '0 Z N Z Q c) U O r O U 00 00 J C3 + F_- Q o + ►- Q + r + O + + LL + p O + o- z CL + CL + CL +LL_ F Z_ (7); _ Lo w r r w ao d 0o w oo W 00 LLI 00 w 00 w Z ; FU- F� I U ¢ ¢. ac ¢ a + 00 ¢ J Q? d CD¢�¢ ¢ U W F- Z U¢ W ¢ w' 16 W t I F- Lj to O F-- U cn Z F- ¢ Cn Z F- Z _< cn ¢ h- cn Z ¢ F— cn Z F ¢ N z ¢ F- Z cn ¢ ►- cn z ¢ F- U (n w F- cn N II m cn 12 h¢ U iq cn c /CROs§WALI` _- ---------------- ----- -------------------- --- ---- -1- ----- - �- ----- ------- -------- ---- D D . ` - - -------------------- - ---- - --- ---L-'-- --`-�---- --- ____1_-_ � __ __ __L _ ISaB -- V 16 STA. 6+85.60, 38.98'RT. 20 =STA. 6+68.51 FiL 0 40 80 BEGIN CURB &GUTTER M �IQfLU O2 STA. 6+85.60, 4' .88 RT. -40 WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP 360.00' A88A CASE A ' L CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 10 CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" XUj = .< N TYPE "A" CATCH BASIN PER CITY STD. D-14 ¢ U 00 ' GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED + LLL Z t= INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 o Lq 10 REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND W to Z_ REMOVE EXISTING CATCH BASIN AND DISPOSE 12 INSTALL SIGN PER CITY STD. T-19 13 4 ; 0 � r SCALE VERTICAL: 1"=4' HORIZONTAL: 1"=40' 0 N a'3 O U z �- W Z a 20 47.10' 0 40 80 c� Q O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 -40 WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP 360.00' A88A CASE A ' L CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 10 CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" XUj j OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 = W Ldj W GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED U LLL O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 o Lq 10 REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND ¢ Cfl 00 CO REMOVE EXISTING CATCH BASIN AND DISPOSE 12 INSTALL SIGN PER CITY STD. T-19 13 REMOVE EXISTING STREET LIGHT, DELIVER TO CITY YARD U O (D REMOVE CATCH BASIN TOP AND GUTTER PAN AND CAST NEW ¢� 404¢ ~ U cnm re- Ck: 402 �o � cy- w -5_1:17% Of w Cr S=1 50% 3 2 1 F S=0.5€ 4005`2.2$% hw I 398- -- i I I I �S= I i i -� CD F- CD _ F- U 9N 6: U " w'3 N� $3 CC N W V") CC �8 CC j� d- Q: Cil CC CC C z X ¢F- ofN Q -a � OfNZ 04 N z N N Q c) U N U d^ 00 ¢ Q cfl U o0 U `5 Q F_- Q o h- Ln < CO CCI z d Z [n c� m z r m m Z_ C _ Lo o _J d z O + - ~ t+ �- + {+ FU- F� hU- 0+0 Q- + + 00 U + 00 U + 00 J Q? C h ¢ U W F- Z w z ¢ U ¢ U W00 Z W Q U Q U z~ C F¢ V)�' N a F¢- Fa- U Q U h¢- c� V)c� Fa- cn ¢ ►¢- V)¢ Z F¢- U)c h¢ U V)¢ cn c PLAN - WEST 17th STREET CURB r 0 r- O O �t N CC 'i" o Uj JW U W W W J Y _a'j�wwW ¢ CO ((S N06 'n O W r CC U t` t.f7Cn N =)'t00�n W 1`+ z n ^ � ¢ CCF- W F - F- F- F- F- C � (n m (n N u') N F_: M � rrj CV w C LOO 0 0 00 ++ - 00 c � QQ 30 V) 0 rn CURB CURB CURB 0' r: rn 00 N rn C=) BOO O jCD� O Q II O Ld wW Lj W J� N N ¢ w L jW W W O O 00 N M _ U O C -i Oi .0-u3 n r,)j j +N O Cn 0+00+0 +d-� 00 0000 _j � ~ + 00 + -F- + + W W w= O .0000 ¢ 0000 cici c~nr¢-F¢- �"NF¢—h¢ m w __j N 4v c<v to cn t" c/') cn deo 'A E— C4 ui _Ij -S=O-21"% S=0.-217-_ S=0.21%- S= :21%! ---�� l LLj F- F - 8 ni ao" 8 co LO rh r7. -g U O N Z (-)4 O Z �F7 Z c0� Z 00 C) Z OCO Jd `- d z �t r N(n O (n 00 ^ ^ N `- r M +aj m+ m +0or C) � m +M m +M � m rnM _ = r = 00 = 00 = °° U _ c -3j U > W FU > Qw FU- aw o Q w FU- ¢w h-- ¢W F2 ¢— ¢W Q F- -! Q F- J ¢ F- J ¢ F- J Q F- J W (n W U to W U CnW U (nW U NW U NW U (nW 234 LF OF 15" PVC .SDR 35 STORM DRAIN 8" CURB END CURB & GUTTER STA. 11+48.33 FL Ck CATCH BASIN #8 7 12 g STA. 11+43.33 FL ANGLE POINT CURB & GUTTER STA. 11+42.00 FL 61I. - 5'. 0 I I ECR STA. 11 +29.58 FL W I i BCR OC -Ji I STA. 11+20.66 FL CL STA. 11+10.02 FL I 14 `-- q CATCH BASIN #7 6 / A. 10+75.33 FL 13 I MONUMENT STA. 9+99.96 E4 4 OF INVERT OF PROPOSED STORM DRAIN i 1 10 8" TO ,6" CURB PROFILE - WEST 17th STREET SOUTH FLOWLINE 20 47.10' 0 40 80 c� Q O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 -40 WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP 360.00' A88A CASE A ' L CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 10 CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" XUj j OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 = W Ldj W GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED U LLL O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 o Lq 10 REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND ¢ Cfl 00 CO REMOVE EXISTING CATCH BASIN AND DISPOSE 12 INSTALL SIGN PER CITY STD. T-19 13 REMOVE EXISTING STREET LIGHT, DELIVER TO CITY YARD U O (D REMOVE CATCH BASIN TOP AND GUTTER PAN AND CAST NEW ¢� 404¢ ~ U cnm ¢ ~ cn,-._._.__.__ I CC c) 402 �o � -5_1:17% �- _-._e.. /ry Cr S=1 50% 1 F S=0.5€ 4005`2.2$% m I 398- -- i I I I �S= I i i -� 7 U 9N U r +M CL LL CC r j� (- cc I0 0 LijW X ¢F- J Q -a LJ M (n W PLAN - WEST 17th STREET CURB r 0 r- O O �t N CC 'i" o Uj JW U W W W J Y _a'j�wwW ¢ CO ((S N06 'n O W r CC U t` t.f7Cn N =)'t00�n W 1`+ z n ^ � ¢ CCF- W F - F- F- F- F- C � (n m (n N u') N F_: M � rrj CV w C LOO 0 0 00 ++ - 00 c � QQ 30 V) 0 rn CURB CURB CURB 0' r: rn 00 N rn C=) BOO O jCD� O Q II O Ld wW Lj W J� N N ¢ w L jW W W O O 00 N M _ U O C -i Oi .0-u3 n r,)j j +N O Cn 0+00+0 +d-� 00 0000 _j � ~ + 00 + -F- + + W W w= O .0000 ¢ 0000 cici c~nr¢-F¢- �"NF¢—h¢ m w __j N 4v c<v to cn t" c/') cn deo 'A E— C4 ui _Ij -S=O-21"% S=0.-217-_ S=0.21%- S= :21%! ---�� l LLj F- F - 8 ni ao" 8 co LO rh r7. -g U O N Z (-)4 O Z �F7 Z c0� Z 00 C) Z OCO Jd `- d z �t r N(n O (n 00 ^ ^ N `- r M +aj m+ m +0or C) � m +M m +M � m rnM _ = r = 00 = 00 = °° U _ c -3j U > W FU > Qw FU- aw o Q w FU- ¢w h-- ¢W F2 ¢— ¢W Q F- -! Q F- J ¢ F- J ¢ F- J Q F- J W (n W U to W U CnW U (nW U NW U NW U (nW 234 LF OF 15" PVC .SDR 35 STORM DRAIN 8" CURB END CURB & GUTTER STA. 11+48.33 FL Ck CATCH BASIN #8 7 12 g STA. 11+43.33 FL ANGLE POINT CURB & GUTTER STA. 11+42.00 FL 61I. - 5'. 0 I I ECR STA. 11 +29.58 FL W I i BCR OC -Ji I STA. 11+20.66 FL CL STA. 11+10.02 FL I 14 `-- q CATCH BASIN #7 6 / A. 10+75.33 FL 13 I MONUMENT STA. 9+99.96 E4 4 OF INVERT OF PROPOSED STORM DRAIN i 1 10 8" TO ,6" CURB PROFILE - WEST 17th STREET SOUTH FLOWLINE of cC� O d - ITEMS OF CONSTRUCTION 20 Item Description 0 40 80 Delta ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 -40 WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP 360.00' A88A CASE A ' O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 10 CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" of cC� O d - ITEMS OF CONSTRUCTION Item No. Item Description OCONSTRUCT TYPE "A" CURB AND GUTTER PER CITY STANDARD Delta ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 OCONSTRUCT WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP 360.00' A88A CASE A ' O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 OCONSTRUCT CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" 4.70' PER PROFILE OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 30.00' PRECAST 2'X2' CATCH BASIN WITH TRAFFIC RATED OCONSTRUCT 7 GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED 155°02'08" EQUAL O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS 10 REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND 5.38' CONCRETE INLETS 11 REMOVE EXISTING CATCH BASIN AND DISPOSE 12 INSTALL SIGN PER CITY STD. T-19 13 REMOVE EXISTING STREET LIGHT, DELIVER TO CITY YARD 14 CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 5 <8> REMOVE CATCH BASIN TOP AND GUTTER PAN AND CAST NEW 27039'38" TOP PER CITY STD. D-17 <8>STRIPING PER CALTRANS DETAIL OR NOTE ON PLAN ! - CURVE DATA r. rn O � Number Delta Radius Length Tangent 1 89°57'48" 360.00' 565.20' 29.98' 2 134°39'00" 2.00' 4.70' 57.48' 3 3252'38" 30.00' 17.21' 8.85' 4 155°02'08" 864.00' 194.82' 325.25' 5 20°19'11" 30.00' 10.64' 5.38' 6 10201327" 5.00' 8.92' 6.20' 7 117°39'38" 35.00' 71.87' 57.86' 8 27039'38" 35.00' 1 16.90' 1 8.62' ! - 5=0.19% r. rn O � j DRAIN i C) rn (0 0 0 Q O N ";I -w +(M cn w _ C)n = J W J W 1U- LU w ¢ W 06 M U O U O Cep N ¢ ± + O_ O + CC v ao U r- O r W F- N U (f) �vt<� N U M N° U)' �o � o- ,--- �- _-._e.. /ry Cr S=1 50% 1 -S=0 20%---a; i m ! - 5=0.19% J 14--INVERT---OF--PROPOSED j STORM I j DRAIN i rYj 11 Ki r7 rn (0 U) r-o`o Q �C6 M +(M cn +m _ C)n = ~ > 1U- w m ¢ W ¢ F- o U c~nw U cnw L48 LF OF 18" CL IV RCP-RGJ 6" CURB a J O O M J O C-4 O LZ � N ADJUST GAS VALVE � N BOX TO GRADE CP + r,) N,1 elf ``' (" MONUMENT I � J j F 9 STA. 13+46.60 E D LK -�---------- ---I --- =t --- -- --- ------------- -- --- ------------_____ 2Ln 6-!1'2---�43 - - - ---14- 18" STORM'DRAIN' SEE SE ' SD -1 ' 1 r- N t; N -- -- --- ---+ ---�___====j===-------,----^--^-- -------- ----------------- --------------T�- ------- -- -------- - 1 ---_ --------- -W - ----- ------------- ---- ----- ti -E W ;; i f_�l C) F= j o CD l A Z x`00 �� N � �I i I Q �+ O O - m Cp CO + 00 LO ¢ (n N h¢- N UC41 11 N ��` f,• PLAN- EAST 17th STREET fav SCALE ` 30.00' FT. VERT. CURVE rn rn VERTICAL: 1"=4' z 00 O HORIZONTAL: 1"=40' M d C) C) O I �N w J Ld J a w -� > > rn W W r" >Zft� LU w w a0 z W Uj w !1 d ro Q M O -I- N M rn °' �' + N r� CO �__j ~- 408 C). + + -T -+v - ¢-:T-- v w< -I-- - - - j �1 f J j�>�o�� i 406cam!.v)-w m--cn-n:..cr)L-.]_.t.� _ _ 5 1.$3% - - LJ -- -- - i 404 -0 �_37j' t { � 402 I PROPOSED FLOWLINE _ -OF-GUTTER 400 �.o' i I { 398 396 i 11 12 13 14 PROFILE - EAST 17th STREET NORTH FLOWLINE 30.00' FT. VERT. CURVE a, rn Cq � Z cD pry � O �v* d Oto ffi n 14- d %i C)d N J J W N J w F j LO w W h Z ww 0 W Wd 6 ro + mO N r -w + N N Cfl CD �w ¢ � +moi T U .=U Qi 11 406 ��i c� c7 --LU .cn_n . _cna _ -> -- — - 5=1.83-- j w; 1 i 404910 - S 2'910 S= 6 % _- - ' - - jS=O 33%! +- 402 -_ - - + -- - PROPOSED FLOWLINE- - "I OF GUTTER I j 400 398 i- ; i I i 396 1i 11 12 13 --14 PROFILE - EAST 17th STREET SOUTH FLOWLINE cc n- U a C. U 0(.0c I f _ rn (0 o cn N C � � m W o • \ o ec� L� v ao O r M C6 C O O Z N Cr co 0 1 i< m Q I I i i o .Q J WCL U CL LL CC j� (- cc I0 0 LijW Y Q -a m ~ W i Cr i I f o z N Cr co 0 a i< LU J WCL Y CL LL CC C (- cc W LijW Y Q � m ~ W C!� z LL U J U7 F_- = U W U ,- _J 40, �Li r S 6 r- SHEET NO. ppol OF 3 STORM DRAIN TO BE CONSTRUCTED BY CANAL J FACILITIES CONTRACTOR � F-: O I- J F- O O O O 0� 0 CD O ro w 0 O N m N m 0 (n d U) m ui m n I~- N x \1 V' x 4 O� O w [If N O W �3 rn rn y r o o 0 �iw v CD O 1V d r7 n � Q Q r7 F - F~- 0O Od a53 r7 W M M M _Z M ~ a0 O Z O t0 ~ r7 Z M OD ro Z — p C� W) Z m Z CO O+ O+ p(n N+ N+ a O of Q+ J `-__J O Q/�! Qq I J W� Q I Q A ( I I I I II I I m N Z FQ- I Z Q d N d/ Nr Q 6U/ 1= I Z W� I W N Q N (n (n I Q (n I <� I U, 2. I 12 I I i J {� ��-_------_-_-_--__L_�-_ _ - _ �I_ ___ __ __� 1 ^� i i I I� UWALK D D / l p p ,� ____________._______________________________________________________-_-___ -------------- --------------- .`r I 11 �r i� 1 18 5 spy >•• Ii 1 12- i13 N 1 10+00 11+00 9 12+00 '/ 13+00 u/ (14+;00 i 15+00 O17 16 13 i I o n' Ii 18 9 � i1 �� �� � N 12 5 Ii tc> 1 �� N ®� ' I _ -------- - ---------- _ -_------------------------------------------------------------------------------------------------- --- I ------------ - - --- - - - - _ _-____-_ _ _ - _ ---- --- ----_ - � - _--_ _ -_ - _ _---- _ _ ----_ _ --_ _ _--- - _ _ -_-_ _ W i i \\ -#/f I SIDFYVALK , SCALE: 1 "=40' Of + I - - - - - - - — - --�c =�t / - / I --�`- T o I I I i /C2>J�' 1 w v a >- 99j C31 N ( �\2 am am 410 408 406 404 402 400 398 396 394 392 �6 p 410 408 406 404 7 402 400 398 396 V 394 392 390 f O N N 06 Q M r� OC) V + V + LLJ cL I Q w �- w F_m �V) m (n CO r7 N O w J w M I rj 00 z r C5 t¢ - j m (n -- �.- -- CO-— --- M N CV C -i 1 J J ----41J-- - - E 11 1 Item No. Item Description NO 6 6 TO 8 8 TYPE "A" CURB AND GUTTER PER CITY STANDARD OCONSTRUCT ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 W WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 W ------- C!) ----- -- TYPE "A" CATCH BASIN PER CITY STD. D-14 CQ CQ E; E; TYPE GDO DRAIN INLET PER CALTRANS STD. PLAN OCONSTRUCT D74B VERIFY CLEARANCE OF UTILITIES O8 w OSAWCUT AND MATCH EXISTING ITEMS _ F- SCALEi VERTICAL: HORIZONTAL: — 1"=4I' 11=40' r I I� 12 INSTALL NO PARKING SIGN PER CITY STD. T-19 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A 4 <13> i ---'_SCALE VERTIOAL: 1"=4,' HORIZ NTAL: 1'=40' i 15 DELETED 6 <8> f O N N 06 Q M r� OC) V + V + LLJ cL I Q w �- w F_m �V) m (n CO r7 N O w J w M I rj 00 z r C5 t¢ - j m (n -- �.- -- CO-— --- M N CV C -i 1 J J ----41J-- - - E 11 1 Ld CD ---- - �_ > W M M 00 Im c~i-i CV C\i J J W_ Z O O Z O W Z O O w 0 C5 O O O O C5 O O c O w — u _; CD 00 00 r Fi 00 Z rM z M to O Z Z) (6 5 to m M Q N + O a d N W N N M m� M W M U J J— — OW..I m (7 ¢ OC -4 Q Q(~n <V) —~ fl: V) av (~n QN wci CL V) 0 n PI)' CONSTRUCT SPECIAL PEDESTRIAN CROSSING SEE DRAWING PX -1 Q u)I PLAN - I Sth STREET 00 O O n Ln �n oM o Mo w N � NEW GUTTER d `r � - ----- - -- -- -� -,---� Jam+--r--�------- _- _ - - ---- - FLOWLINE OR� w W a C.Dw uW B TTOM OFICURB Wui W Y om' - Y cr r7 Y� QQ� mr7 - - Y - Q 0O � LLI } - Q Mui m m M M m Lr) M + rr) W + M W N 0 IQ--- W Q Q Q QLil N_ -..I_-__ 3 N ,2.48`7 ° L6 o Oto 5 co rn o0 v _ S=O26%_ 1 W W _ - 1 o---- ----- --- 0 5=0.30% S 0 o w I co UJI N N NO j C v r-17 - I W I w w _EXISTINGCURB._&_�_�__ --; --------------J-- GUTTER LOWLINE _ I S. BOX CULVERT TO BE----,�i I ii j i - EMOVED-_B_" , NAL - ACILITIES# CONTRACTOR ii ii I I li ii it Pf ECAST ARCH CULVERT TO BE 4-11-4—I — -- __—.- _-- .- CONSTRUCTED BY CANAL FACILITIES CONTRACTOR l I EL V. 392.1$ a 1 - 1__ 5_: 51 _ 1_ 12� ��- 13 -� � 14 --15 8" 8" TO 6" 6" NO 6" 6" TO 8" 8" CURB HEIGHT CURB HEIGH CURB CURB CURB CURB HEIGHT CURB HEIGHT I Sth STREET NORTH FLOWLINE t� 0 0 CD M NEW GUTTER L�WLII��— w (�w I BOTTOM OF CURB w W Y 06 C)f Of Y 0 W m Mh m+ j an d j Q M m LO W� W lli Q —�-- W cn I w Of W < t~n = 0 O N % ,,��' � o 5,2 34 I ui Q cn 5 to Cn %S= , r0 3 5=0.36%------� - N ri W - -Oz eo co v; N�N © � J WI i O F -1.-- W i < _j I I I - w w I+` ri EXISITNG--CURB li ii it GUTTER FLOWLINE I T. BOAC CULVERT TO BE- REMOVED E RE=MOVED BY CANAL 4 I II PRECAST ARCH CULVERT TO BE { FACILITIES CONTRACTOR } ONSTRO£T€fl-$Y-CAN-A��'AC1tFTi€S_ _ i- __jCON ACTOR 1 ELEV..92.12 I 1 51 5 5, 1 1 i T 13 14 15 ITEMS OF CONSTRUCTION Item No. Item Description NO 6 6 TO 8 8 TYPE "A" CURB AND GUTTER PER CITY STANDARD OCONSTRUCT ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 W WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 W ------- C!) ----- -- TYPE "A" CATCH BASIN PER CITY STD. D-14 O O -1 TYPE GDO DRAIN INLET PER CALTRANS STD. PLAN OCONSTRUCT D74B VERIFY CLEARANCE OF UTILITIES O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS _ F- SCALEi VERTICAL: HORIZONTAL: — 1"=4I' 11=40' r I I� Ld CD ---- - �_ > W M M 00 Im c~i-i CV C\i J J W_ Z O O Z O W Z O O w 0 C5 O O O O C5 O O c O w — u _; CD 00 00 r Fi 00 Z rM z M to O Z Z) (6 5 to m M Q N + O a d N W N N M m� M W M U J J— — OW..I m (7 ¢ OC -4 Q Q(~n <V) —~ fl: V) av (~n QN wci CL V) 0 n PI)' CONSTRUCT SPECIAL PEDESTRIAN CROSSING SEE DRAWING PX -1 Q u)I PLAN - I Sth STREET 00 O O n Ln �n oM o Mo w N � NEW GUTTER d `r � - ----- - -- -- -� -,---� Jam+--r--�------- _- _ - - ---- - FLOWLINE OR� w W a C.Dw uW B TTOM OFICURB Wui W Y om' - Y cr r7 Y� QQ� mr7 - - Y - Q 0O � LLI } - Q Mui m m M M m Lr) M + rr) W + M W N 0 IQ--- W Q Q Q QLil N_ -..I_-__ 3 N ,2.48`7 ° L6 o Oto 5 co rn o0 v _ S=O26%_ 1 W W _ - 1 o---- ----- --- 0 5=0.30% S 0 o w I co UJI N N NO j C v r-17 - I W I w w _EXISTINGCURB._&_�_�__ --; --------------J-- GUTTER LOWLINE _ I S. BOX CULVERT TO BE----,�i I ii j i - EMOVED-_B_" , NAL - ACILITIES# CONTRACTOR ii ii I I li ii it Pf ECAST ARCH CULVERT TO BE 4-11-4—I — -- __—.- _-- .- CONSTRUCTED BY CANAL FACILITIES CONTRACTOR l I EL V. 392.1$ a 1 - 1__ 5_: 51 _ 1_ 12� ��- 13 -� � 14 --15 8" 8" TO 6" 6" NO 6" 6" TO 8" 8" CURB HEIGHT CURB HEIGH CURB CURB CURB CURB HEIGHT CURB HEIGHT I Sth STREET NORTH FLOWLINE t� 0 0 CD M NEW GUTTER L�WLII��— w (�w I BOTTOM OF CURB w W Y 06 C)f Of Y 0 W m Mh m+ j an d j Q M m LO W� W lli Q —�-- W cn I w Of W < t~n = 0 O N % ,,��' � o 5,2 34 I ui Q cn 5 to Cn %S= , r0 3 5=0.36%------� - N ri W - -Oz eo co v; N�N © � J WI i O F -1.-- W i < _j I I I - w w I+` ri EXISITNG--CURB li ii it GUTTER FLOWLINE I T. BOAC CULVERT TO BE- REMOVED E RE=MOVED BY CANAL 4 I II PRECAST ARCH CULVERT TO BE { FACILITIES CONTRACTOR } ONSTRO£T€fl-$Y-CAN-A��'AC1tFTi€S_ _ i- __jCON ACTOR 1 ELEV..92.12 I 1 51 5 5, 1 1 i T 13 14 15 ITEMS OF CONSTRUCTION Item No. Item Description NO 6 6 TO 8 8 TYPE "A" CURB AND GUTTER PER CITY STANDARD OCONSTRUCT ST -1 O2 CONSTRUCT SIDEWALK PER CITY STD. ST -3 W WHEELCHAIR RAMP PER CALTRANS STD. PLAN RSP OCONSTRUCT A88A CASE A O4 CONSTRUCT COMMERCIAL DRIVE APPROACH PER CITY STD. ST -2 W CONSTRUCT CURBING PER CITY STD. ST -18 VARY HEIGHT 6" TO 8" C!) PER PROFILE OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 10 TYPE GDO DRAIN INLET PER CALTRANS STD. PLAN OCONSTRUCT D74B VERIFY CLEARANCE OF UTILITIES O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS _ F- REMOVE AND DISPOSE OF EXISTING PART CIRCLE CULVERTS AND 0 <8> CONCRETE INLETS 11 REMOVE EXISTING SECOND LANE STRIPING 12 INSTALL NO PARKING SIGN PER CITY STD. T-19 13 PROVIDE LANE TAPER LINE PER CALTRANS STD. DETAIL 38A 4 <13> CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 15 DELETED 6 <8> INTSTALL SPEED BUMP SIGN PER CITY STD. W17-1 17 INSTALL SPEED LIMIT SIGN PER CITY STD. W13-1 (25MPH). FIELD TEST FOR DRIVABILITY PRIOR TO ACTUAL MPH DESINATION. <8>g SPEED BUMP ADVANCE WARNING MARKINGS SEE DETAIL A S z <8>g CONSTRUCT ALLEY TYPE CROSS GUTTER AND HANDICAP RAMPS PER COB STD. ST -7 1' I O I X111 2, I I I 31 I O O 4' i I 5'I N I 12" WIDE PAVEMENT MARKINGS 9 1111111— 1 6' OF TRAVEL LANE I o 4 11 1l 71 I m 8' EDGE OF ARROW STRIPING PEDESTRIAN EDGE OF PLAZA PEDESTRIAN PLAZA ADVANCE MARKINGS AT PEDESTRIAN PLAZA A NOT TO SCALE ��-2 U N 0 � C Cr 8 8 TO 6 6 NO 6 6 TO 8 8 WCl) CURB HEIGHT CURB HEIGHT CURB CURB CURB CURB HEIGH CURB HEIGHT W n 1 Sth STREET SOUTH FLOWLINE b W a- Q C!) C O O ., 4 5 i' 10 11 12 13 14 15 6 18 19 20 21 22 23 24 2 f 29 30 U N 0 � C Cr M LO WCl) Q Q W n 0 z LL CC w W a- Q C!) C O O e- d d N u- 2 T m co O m ¢ U 0 U o N _ F- 5 m m � i i a U N 0 � C Cr SHEET NO. P P r-1 P� OF 3 M LO WCl) Q Q W n 0 z LL CC w W a- Q C!) M W d N u- 2 d 0 C6 co O m ¢ U 0 U o N _ F- 5 m m � c ca d Q 9 11 C) Q SHEET NO. P P r-1 P� OF 3 M LO WCl) Q Q W n IZ LL CC w W a- Q C!) M W LL.z O w W �= w U) U C U _ F- 00 T 5�,�**-, �, �,;700 On S z t �s �U R SHEET NO. P P r-1 P� OF 3 r C IK ; d� 00 N w I � U 1 14.25' 27.00' 27.00' 14.25' 1 0 9.00' U 1 EXISTING CURB, GUTTER & ; 1 �I SIDEWALK TO REMAIN PLACE TYPE "B" ASPHALT U o I EXISTING PAVEMENT TO REMAIN CONCRETE Iw co , F— 1 ,� CONSTRUCT 1� - Qcoco PLANTER CURBING IN v ------ 2% --------------------------------- 3.5—% +/- 2% cxfl ------------------ �— ,.. W n Q t QS SAWCUT NEAT JOINT AT CENTERLINE =� �� 0 m C) o CONSTRUCT SIDEWALK 1 LLl o PLACE CLASS 2 PER CITY STD. ST -3, AGGREGATE BASE WIDTH PER PLAN VIEW pm;cn I COMPACT SUBGRADE TO 95% I U 00 1 OF MAXIMUM RELATIVE DENSITY 1 I ' CONSTRUCT TYPE "A" & w SECTION - 17TH STREET A CIT CITCURB &GUTTER PER ° to )Y STD. ST -1 di � � SCALE: 1 "=5' PP -3 ^ T -c T m Q CL .Q U 14.25 TO 6.25' 27 TO 35' 27 TO 35' 14.25' j o 1 W 1 I 1 CONSTRUCT TYPE "A" w 1 I CONSTRUCT SIDEWALK PER CITY STD. ST -3, CURB & GUTTER PER i' PLACE TYPE "B" ASPHALT I CITY STD. ST -1 = CONCRETE 1 WIDTH PER PLAN VIEW 0 2% 1% TO 3.4% 1% TO 3.4%2% - - - TO -7777 1 _jr o In I ( m o c Q o W O o 1 PLACE CLASS 2 AGGREGATE BASE 1 `� z N f 1 � oma;� ;Q d 16 Vd Q � lL Q COMPACT SUBGRADE TO 95% m OF MAXIMUM RELATIVE DENSITY Lo 06 SECTION - 17TH STREET B CD _ _3 o W o SCALE. 1 5 PP _ T U LL EL w cn U) w CL Y < coco Q m oC O LL Q 0 w U �- z �- -� W 14.25' 27.00' 27.00' 14.25' U W W � CIO w y CONSTRUCT TYPE "A" 1 CONSTRUCT SIDEWALK �' J �I CURB & GUTTER PER PLACE TYPE "B" ASPHALT l w PER CITY STD. ST -3, � w CITY STD. ST -1 — �1 WIDTH PER PLAN VIEW aoF2.5% CONCRETE 1 2.5% TO 3.5% TO 3.5% 2% t^ 1 PLACE CLASS 2 AGGREGATE BASE 1 ! COMPACT SUBGRADE TO 95% I OF MAXIMUM RELATIVE DENSITY SECTION - 18TH STREET C SCALE: 1 = 5 ,P P 3 4 Vi CS a SHEET NO. OF • �� 3 4 5 7 10 11 12 13 14 10 iE 18 19 20 21 22 23 77 N -I I Ei � m -m 4 5 13.5' 13.5 SEE LANDSCAPING PLANS FOR w PLANTINGS AND IRRIGATION V / , 7' 6.5' 14' 14' 6 5' T 13 `' 1q 5' 3' r, G I d G I _ 2 5 2 3 � < 4 �_ F 711 1.5 TO3.3% I 1.5 TO3.3% 4 2% I 1 3„611 r, GUTTER FLOWLINE 8" 1 6" CLASS 2 AGGREGATE BASE I OVER 12" OF COMPACTED SUBGRADE, SEE STREET PLANS, SECTION rE� 95% OF MAX. RELATIVE DENSITY v SCALE: 1 "=10' PX -1 PEDESTRIAN CROSSING PLAZA: CITY FORCES TO CONSTRUCT — CURB, GUTTER AND PAVING AND INSTALL STUBBED UITLITY ITEMS. CONTRACTOR TO CONSTRUCT ALL REMAINING ITEMS. 4affiRf 0 w �w(/ /LL c / v utiI 14 141 13.5 13.5' 3,63' I 3.63' I 7(( 4 1.5 TO3.3% I 1.5 TO3.3%X37% 2%- a; GUTTER FLOWLINE l i I__.6" � 1 4(( 7" THICKNESS TO THIS LIMIT 6" CLASS 2 AGGREGATE BASE SECTION D OVER 12" OF COMPACTED SCALE: 1"-10' PX --I SUBGRADE, SEE STREET PLANS, 95% OF MAX. RELATIVE DENSITY 7✓ 6"X8"X16" RED BRICK CONCRETE CAP BLOCK #4 BOND BEAM SIMULATED RIVER ROCK vr-ni�r,Q 7" #5 @ 18" E.W. 262-- DETAIL 2 DETAIL - THICKENED EDGE SCALE: 3/4" = V-0" w z 0 PROVIDE CONTINOUS FLOWLINE ADA SURFACE CD 811 .. 3' r /,— SIDEWALK 26.5' 26.5' 26.5' 26.5' P 91 — /-7 V/ / i y--:5` Y �� 1 PLAN -18TH STREET CROSSING BN� SCALE: 1 "=10' ITEMS OF CONSTRUCTION Lo CONSTRUCT 6" & 8" CURB & GUTTER PER CITY STD. ST -1 O T REFER TO CITY STD. ST -18. O CONSTRUCT BLOCK MASONRY PLANTER SEE DETAIL E X-1 G4 CONSTRUCT 4" THICK IMPRESSIONED CONCRETE SIDEWALK, PROVIDE CRACKING AND EXPANSION CONTROL. f'c MINIMUM IS 3,000 PSI, 26.5' 26.5' 26.5' 26.5' P 91 — /-7 V/ / i y--:5` Y �� 1 PLAN -18TH STREET CROSSING BN� SCALE: 1 "=10' ITEMS OF CONSTRUCTION O CONSTRUCT 6" & 8" CURB & GUTTER PER CITY STD. ST -1 O CONSTRUCT CONCRETE CURBING, HEIGHT VARIES FROM 8" TO 6", REFER TO CITY STD. ST -18. O CONSTRUCT BLOCK MASONRY PLANTER SEE DETAIL E X-1 G4 CONSTRUCT 4" THICK IMPRESSIONED CONCRETE SIDEWALK, PROVIDE CRACKING AND EXPANSION CONTROL. f'c MINIMUM IS 3,000 PSI, COMPACT SUBGRADE 6" DEEP TO 95% MIN. RELATIVE DENSITY. CONSTRUCT 7" THICK IMPRESSIONED CONCRETE PAVING, PROVIDE CRACKING AND EXPANSION CONTROL, f'c MINIMUM IS 4,000 PSI, PLACE ON COMPACTED BASE AND SUBGRADE, REFER TO STREET PLANS FOR REQUIRED SLOPES AND ELEVATIONS. 0 PROVIDE THICKENED EDGE PER DETAIL F X-1 G INSTALL HIGH CONTRAST DETECTABLE ADA WARNING SURFACE 80 FLATTEN LIP OF GUTTER AT MATCHING EDGE. O INSTALL LIGHTED BOLLARDS AND STREET LIGHTS PER TRAFFIC SIGNAL PLANS. DETAIL - GUTTER AT PED XING G SCALE: 3/4" = 1'-0" PX -1 I I { 7 14 11 12 13 14 115 16 18 19 20 21 22 23 24 6 29 7 1 0 ! I y !a Ir Z Q 9D O ui Q 00 LL Lo z m U W Q U) o I O W n � u - U U) Q Z W 0- Q cc Q Q F-- 0°LL z wLJJ O fj >- W W OL U Lij F-: U Cn J 00 �i 7— Alk T fi v' v m G a - SHEET NO. OF 1 h v .-- O 0) 00 ��� M- C:�_ CONNECT OT EXIST 6" VCP CONSTRUCT 6" CLEANOUT STA. 32+80.�32N, 10+20.52E \� F •• ! S_ S x �1 C ; — _JH OH — — - --bH6 ; — - C -O O r r ---- M I C - - - r Al F ' r G ' C I f r V) C „ H X „ „ I „ „ „ „ W , , „ L -LI „ w „ , 0 (DCN I N i W 00 18" STORM DRAIN SEE SHEET z 32+00N �I CONSTRUCT 4" PVC \ \I C900 PRESSURE SEWER A 0 CONNECT TO NEW CATCH BASIN #7 STA. 31+58.34N, 10+27.03E E.C. - 4" PRES. SEWER STA. 31+53.71N, 10+20.48E ti W CURVE DATA o D=15°48'56" + R=67.47' / L=18.63' T=9.37' CONSTRUCT 12" SDR 35 PVC DRAIN ^� ------ � I I � I i I I � I I SCALE VERTICAL: 1"=10' HORIZONTAL: 1"=100 404 400 396 _ 392 388 384 - 31N ITEMS OF CONSTRUCTION Item No. Item Description OCONSTRUCT TYPE "A" CATCH BASIN PER CITY STD. D-14 to PRECAST 2'X2' CATCH BASIN WITH TRAFFIC RATED OCONSTRUCT GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED r EQUAL O8 INSTALL MONUMENT ENCASEMENT PER CITY STD. S-29 OSAWCUT AND MATCH EXISTING ITEMS 1 <8> REMOVE EXISTING CATCH BASIN AND DISPOSE 4 <8> CONSTRUCT GUTTER DEPRESSION PER CITY STD. D-16 00 CONSTRUCT PRECAST 2'X2' CATCH BASIN WITH TRAFFIC RATED 5 ?> GRATE, CHRISTY MODEL U23 WITH U21 -HT GRATE OR APPROVED EQUAL, PROVIDE BLOCKOUTS ON EAST SIDE TO ALLOW FOR Q FUTURE DRAIN. 6 <8> CONSTRUCT SEWER CLEANOUT PER CITY STD. SW -6 17 CONSTRUCT STORM DRAIN MANHOLE PER CITY STD. D-18 WITH FLAT TOP REDUCER. <8>CONSTRUCT SEWER CLEANOUT PER CITY STD. SW -6 WITH THREADED CAP ON TOP OF CLEANOUT UNDER THE STD, COVER. I I I i ' o I I I I I I I 1 I I I I 1 I I I I I 1 I �: I �U N I F-- I 1 I w ------------ LL_ N w 10 dw.. > CO I OL)'�' o� dN SCALE I- N C) B poi + :D+ VERTICAL: 1"=10' SD -Z i U)i o oz - HORIZONTAL: 1"=10' Q uj zI N Z w Z W CU N I M U-) O V M I f_ V M + i + � _+ - - - - CN NM W M r7 z Q z Z, S83'11'41 "E� - S8'3'11 o�� PI< C o �QOx %� SD -1 �JG �h 31 +00 N INSTALL 22.20 LF OF 12" PVC SDR 35 DRAIN C) �r F-- ad z 06 o °; < a M U W H W N N U M MO 00 FINISHED GRADE w , OVER DRAIN z o o s=-0.27% ~ rn ____._-___-- C> , _ - INVERT OF DRAIN .- Q_ J J � 1 LO ; �+ I �_CISM a O N PAVEMENT OVER SEWER Ir- - 32N INSTALL 22.55 LF OF 4" PVC C900 PRES SEWER PROFILE - "R" STREET o co N Lu a 0(0 �Z > - COT N J __j _ _ M m U • TT1 Q 00 – Coin � 0 - �2 - - + - ^` �. .L. WE,, rz N - 33N -C m-14 (-.)C> 00 N FOUNTAIN DRAIN & PRESSURE SEWER SD -1 INSTALL 11.67 LF OF 12" PVC SDR 35 DRAIN INSTALL 9.36 LF OF 12" PVC SDR 35 DRAIN EXISTING 80.93 LF OF 12" PVC SDR 35 DRAIN —"� W o �Co U .:M CO00 L , INSTALL 12.29 LF OF 12" PVC SDR 35 DRAIN a _-= Uaoo/ 0 r 5) u m �c N LO ~ 00 mN to < 00 LO u r CV - C3 00 O N o600 0 00 00 N Q z OU QW j CV W (n U ~ FINISHED GRADE >c,4 LLJ W UJ U w Z W (n > J -- --S=2.00% v w U w F- (/) w W "-:;z W 0) `- 00 w d o- c0 N J Q w + o o ¢� L - SCALE 0 N v N w `r o_ + VERTICAL: 1"=10' � o a af o z o+ '- F- N V)a HORIZONTAL: 1"=10' !n v cn Nzo a THRUST –x I..__ 404 o BLOCK W V) -2 400 ___A_5=_0-- 0 % 396 _ _ _ _ _�S--0.20% _ � - ; _ _ S=-0.20% _ m � .__ N �__ _ _ FINISHED GRADE 392 _ - -- _ r� -- 0) rn - - -P-- cn 4M -4M--- S=2.00%- 388 z --' - INVERT OF SEWER d- > o - ----- -_-_ . 4 Q J j..__ J - -! -- _-� - w j— 2.00 S=2.12%- - - - U ._ ._._ _ THR-UST--BLO 384 i '� '� THRUST BLOCK � 10E �� rn_-__ ---- -__ . _ __ w -w 0wo�-q- - w oQ C) - o � _ _ 00 11E + N00 o6 00 M UJ W NOTE: ELBOWS ON 4" PRESSURE SEWER w ; C) U� Z W m ' `' M M m w w TO BE THRUST BLOCKED oz o Q w Ld i- � Lu j w Li N WITH 3 SF OF BEARING AREA. U v d c i Q w a w w o En w M ww NZ C0 O CO N U N CV M o N N + w w of -,:D � tM Z Cu o N + H �ofa- �� O xwLn Q FY O W a_ X t H \" H `` . N EXISTING 80.80 LF OF 4" PVC C900 PRESSURE SEWER INSTALL 22.55 LF OF 4" PVC C900 PRES SEWER PROFILE - 17TH STREET %c —"� W o �Co U .:M CO00 L , INSTALL 12.29 LF OF 12" PVC SDR 35 DRAIN a _-= Uaoo/ 0 r 5) u m �c FOUNTAIN DRAIN & PRESSURE SEWER SD -1 INSTALL 11.95 LF OF 12" PVC SDR 35 STORM DRAIN INSTALL 28.10 LF OF 12" PVC SDR 35 STORM DRAIN w w 404 -- - -- - - - -- II - -- ---� tNip °°C -_ I 400 i-- — S=-0.20% - - S- -0.20%W W - - C)I o1_7 ; - - - ---r--r-----i-- —rte-- -- -- - - - - CD _/M ., 0 396 - - Lo - - + � J a CONNECT TO STUB + - _ ___ _ o o U c0 l w - Q W uj STA. 31+32.75E 11+38.75E z- M _. _. zCn T__ _ \ + C) a + '------- 392 m > INVERT OF DRAIN - r? -� o- ELLL XISTING 12 SDR z fLr- M-- o 'tn `' CONSTRUCT DRAIN MANHOLE 8 w - -- = w 35 PVC DRAIN z ¢ V) cn i 17 388- _ �' _ o w _ > o N oz o STA. 31 +32.75N, 11 +42.95E c- I ¢ o - Q o M U to U_ n _ __ U- CO- - � w -------------------------------------- ------ -------------------------------i-------------- F— N a W 384 _LLJ p- o — ------- =-----T, --4- ------------------------------------ ------------------------------------------------------- -- + o z- - - - --__o S83'11'41"E SCALE + 3 p w �) -- a- VERTICAL: 1"=10' 31 N N ,;� ¢ M z 1S83'1i'4180:j0-7---- li �~C"ONSTRUCT 1,8 �,.._-------``��-- "E s 8371, "-'o "' �n SDR 35 PVC/ HORIZONTAL: 1"=10' o F- o M o 41 "E o N "' rn I DRAIN U cn v N z a z rn� 1 QUJ EXISTING 4" PVC C900 s 9'36' ss N� Q �- �s��. ''---" "� ��- _ PROFILE - 12" STORM DRAIN D PRESSURE SEWER ?S cn S . - �7 1 > E SD - CONSTRUCT 12 SCALE ax VERTICAL: 1"=10' N SDR 35 PVC 15 ` ''�`�' 18" PIPE IN CATCH BASIN WALL INSTALL 37.80 LF OF 18" PVC SDR 35 STORM DRAIN DRAIN 6p. HORIZONTAL: 1"=10' a Z C STA. 31+08.50N, 11+66.20E 404 F _ i o SD -1 Ln, o - _ __.� n in ONSTRUCT CATCH BASIN 400 --- - - ---. co-------------- 70 17TH STREET z o o 04 STA. 31+20.$ON, 111+42.95E ______________ _ __-- _ _ - - - - - ---cam'-- - - a `r _� _ 4.95 V 396 - - - - — - - - - - - - — - - - o +- - - � S=0.24% - 00 N c D —_ _ _. _ o 00 M I SD- I CATCH BASIN #8 6' 392 _ _ �. INVERT OF DRAIN a °' 31 +00 N ___... w- ao _ _...___ _ ' 31 +00 N STA. 31+06.75N, 11+68.37E _ _ r'. o _. _ _ z ---- - -- _ —__ _ _ _ _ _— -- 388 w a�MM Qw 14 — _ oo w _ W _ '� - - m w w Q '�' CONSTRUCT CATCH BASIN - - W w a F-- STA. 30+92.70N, 11+42N95E 384 _ �' 'I' w w i __ �t�'- NP- 11E ° oz a)z + Q co , CONSTRUCT_,12" �, ± Q = � Q � m + SDR 35�P.VC 15 _ z `- o w ¢ v DRAIN I M z d z a _ o- I -- a OU c j ¢ O ¢r I— Q 2 (n U (! PLAN A PROFILE - 1 S" STORM DRAIN E FOUNTAIN DRAIN & PRESSURE SEWER S8-1 SD -1 og 10 11 12 13 14 15 1 E :' 18 19 20 2`1 22 23 24 7 I Im o IZ LL N O < $ o <t om CO a O Q OU UL O0 pcu LD = z U J Q W 1111 0 W U) CL W W Cc U) Q a In cc z LL Q O z Cr >_ ~ � G U W CC 0 U � J C/) _J UN � al c� n 0 %�zj: �LA C b LA J SHEET NO. 2100� OF 1 N 0 Cl < 00 U r CV - C3 00 + M+ 00 0 00 00 N Q z OU Q a W (n N U ~ FINISHED GRADE >c,4 LLJ W > Z > -- --S=2.00% v w U w Q � 0) w ow Z J Q w o - __J_ uJ - FOUNTAIN DRAIN & PRESSURE SEWER SD -1 INSTALL 11.95 LF OF 12" PVC SDR 35 STORM DRAIN INSTALL 28.10 LF OF 12" PVC SDR 35 STORM DRAIN w w 404 -- - -- - - - -- II - -- ---� tNip °°C -_ I 400 i-- — S=-0.20% - - S- -0.20%W W - - C)I o1_7 ; - - - ---r--r-----i-- —rte-- -- -- - - - - CD _/M ., 0 396 - - Lo - - + � J a CONNECT TO STUB + - _ ___ _ o o U c0 l w - Q W uj STA. 31+32.75E 11+38.75E z- M _. _. zCn T__ _ \ + C) a + '------- 392 m > INVERT OF DRAIN - r? -� o- ELLL XISTING 12 SDR z fLr- M-- o 'tn `' CONSTRUCT DRAIN MANHOLE 8 w - -- = w 35 PVC DRAIN z ¢ V) cn i 17 388- _ �' _ o w _ > o N oz o STA. 31 +32.75N, 11 +42.95E c- I ¢ o - Q o M U to U_ n _ __ U- CO- - � w -------------------------------------- ------ -------------------------------i-------------- F— N a W 384 _LLJ p- o — ------- =-----T, --4- ------------------------------------ ------------------------------------------------------- -- + o z- - - - --__o S83'11'41"E SCALE + 3 p w �) -- a- VERTICAL: 1"=10' 31 N N ,;� ¢ M z 1S83'1i'4180:j0-7---- li �~C"ONSTRUCT 1,8 �,.._-------``��-- "E s 8371, "-'o "' �n SDR 35 PVC/ HORIZONTAL: 1"=10' o F- o M o 41 "E o N "' rn I DRAIN U cn v N z a z rn� 1 QUJ EXISTING 4" PVC C900 s 9'36' ss N� Q �- �s��. ''---" "� ��- _ PROFILE - 12" STORM DRAIN D PRESSURE SEWER ?S cn S . - �7 1 > E SD - CONSTRUCT 12 SCALE ax VERTICAL: 1"=10' N SDR 35 PVC 15 ` ''�`�' 18" PIPE IN CATCH BASIN WALL INSTALL 37.80 LF OF 18" PVC SDR 35 STORM DRAIN DRAIN 6p. HORIZONTAL: 1"=10' a Z C STA. 31+08.50N, 11+66.20E 404 F _ i o SD -1 Ln, o - _ __.� n in ONSTRUCT CATCH BASIN 400 --- - - ---. co-------------- 70 17TH STREET z o o 04 STA. 31+20.$ON, 111+42.95E ______________ _ __-- _ _ - - - - - ---cam'-- - - a `r _� _ 4.95 V 396 - - - - — - - - - - - - — - - - o +- - - � S=0.24% - 00 N c D —_ _ _. _ o 00 M I SD- I CATCH BASIN #8 6' 392 _ _ �. INVERT OF DRAIN a °' 31 +00 N ___... w- ao _ _...___ _ ' 31 +00 N STA. 31+06.75N, 11+68.37E _ _ r'. o _. _ _ z ---- - -- _ —__ _ _ _ _ _— -- 388 w a�MM Qw 14 — _ oo w _ W _ '� - - m w w Q '�' CONSTRUCT CATCH BASIN - - W w a F-- STA. 30+92.70N, 11+42N95E 384 _ �' 'I' w w i __ �t�'- NP- 11E ° oz a)z + Q co , CONSTRUCT_,12" �, ± Q = � Q � m + SDR 35�P.VC 15 _ z `- o w ¢ v DRAIN I M z d z a _ o- I -- a OU c j ¢ O ¢r I— Q 2 (n U (! PLAN A PROFILE - 1 S" STORM DRAIN E FOUNTAIN DRAIN & PRESSURE SEWER S8-1 SD -1 og 10 11 12 13 14 15 1 E :' 18 19 20 2`1 22 23 24 7 I Im o IZ LL N O < $ o <t om CO a O Q OU UL O0 pcu LD = z U J Q W 1111 0 W U) CL W W Cc U) Q a In cc z LL Q O z Cr >_ ~ � G U W CC 0 U � J C/) _J UN � al c� n 0 %�zj: �LA C b LA J SHEET NO. 2100� OF 1 N O < U r CV - C3 + + M+ N Q z OU Q a W (n N U ~ FINISHED GRADE -- --S=2.00% - 0) j ow Z J ww w uJ 0-�� 0 N + U (n W � V)a W �t !n FOUNTAIN DRAIN & PRESSURE SEWER SD -1 INSTALL 11.95 LF OF 12" PVC SDR 35 STORM DRAIN INSTALL 28.10 LF OF 12" PVC SDR 35 STORM DRAIN w w 404 -- - -- - - - -- II - -- ---� tNip °°C -_ I 400 i-- — S=-0.20% - - S- -0.20%W W - - C)I o1_7 ; - - - ---r--r-----i-- —rte-- -- -- - - - - CD _/M ., 0 396 - - Lo - - + � J a CONNECT TO STUB + - _ ___ _ o o U c0 l w - Q W uj STA. 31+32.75E 11+38.75E z- M _. _. zCn T__ _ \ + C) a + '------- 392 m > INVERT OF DRAIN - r? -� o- ELLL XISTING 12 SDR z fLr- M-- o 'tn `' CONSTRUCT DRAIN MANHOLE 8 w - -- = w 35 PVC DRAIN z ¢ V) cn i 17 388- _ �' _ o w _ > o N oz o STA. 31 +32.75N, 11 +42.95E c- I ¢ o - Q o M U to U_ n _ __ U- CO- - � w -------------------------------------- ------ -------------------------------i-------------- F— N a W 384 _LLJ p- o — ------- =-----T, --4- ------------------------------------ ------------------------------------------------------- -- + o z- - - - --__o S83'11'41"E SCALE + 3 p w �) -- a- VERTICAL: 1"=10' 31 N N ,;� ¢ M z 1S83'1i'4180:j0-7---- li �~C"ONSTRUCT 1,8 �,.._-------``��-- "E s 8371, "-'o "' �n SDR 35 PVC/ HORIZONTAL: 1"=10' o F- o M o 41 "E o N "' rn I DRAIN U cn v N z a z rn� 1 QUJ EXISTING 4" PVC C900 s 9'36' ss N� Q �- �s��. ''---" "� ��- _ PROFILE - 12" STORM DRAIN D PRESSURE SEWER ?S cn S . - �7 1 > E SD - CONSTRUCT 12 SCALE ax VERTICAL: 1"=10' N SDR 35 PVC 15 ` ''�`�' 18" PIPE IN CATCH BASIN WALL INSTALL 37.80 LF OF 18" PVC SDR 35 STORM DRAIN DRAIN 6p. HORIZONTAL: 1"=10' a Z C STA. 31+08.50N, 11+66.20E 404 F _ i o SD -1 Ln, o - _ __.� n in ONSTRUCT CATCH BASIN 400 --- - - ---. co-------------- 70 17TH STREET z o o 04 STA. 31+20.$ON, 111+42.95E ______________ _ __-- _ _ - - - - - ---cam'-- - - a `r _� _ 4.95 V 396 - - - - — - - - - - - - — - - - o +- - - � S=0.24% - 00 N c D —_ _ _. _ o 00 M I SD- I CATCH BASIN #8 6' 392 _ _ �. INVERT OF DRAIN a °' 31 +00 N ___... w- ao _ _...___ _ ' 31 +00 N STA. 31+06.75N, 11+68.37E _ _ r'. o _. _ _ z ---- - -- _ —__ _ _ _ _ _— -- 388 w a�MM Qw 14 — _ oo w _ W _ '� - - m w w Q '�' CONSTRUCT CATCH BASIN - - W w a F-- STA. 30+92.70N, 11+42N95E 384 _ �' 'I' w w i __ �t�'- NP- 11E ° oz a)z + Q co , CONSTRUCT_,12" �, ± Q = � Q � m + SDR 35�P.VC 15 _ z `- o w ¢ v DRAIN I M z d z a _ o- I -- a OU c j ¢ O ¢r I— Q 2 (n U (! PLAN A PROFILE - 1 S" STORM DRAIN E FOUNTAIN DRAIN & PRESSURE SEWER S8-1 SD -1 og 10 11 12 13 14 15 1 E :' 18 19 20 2`1 22 23 24 7 I Im o IZ LL N O < $ o <t om CO a O Q OU UL O0 pcu LD = z U J Q W 1111 0 W U) CL W W Cc U) Q a In cc z LL Q O z Cr >_ ~ � G U W CC 0 U � J C/) _J UN � al c� n 0 %�zj: �LA C b LA J SHEET NO. 2100� OF 1 M ■ mm 2-A WE mm 7 V T� 1pppR—� CL Cc W w w Cf) I U Q i mmm 1 -] SCALE: 1 " = 20' WATER PLAN — MILL CREEK PHASE 2 0 10 20 40 80 WI LLJ VJ � I N I r WATER PLAN — MILL CREEK PHASE 2 B WT -1 LEGEND ® FURNISH & INSTALL WATER SERVICE 2rg FURNISH & INSTALL REDUCER N FURNISH & INSTALL GATE VALVE & VALVE BOX, SEE NOTE. [-IRJ FURNISH & INSTALL IRRIGATION SERVICE FURNISH & INSTALL BACKFLOW PREVENTION DEVICE (DOO FURNISH & INSTALL DRINK FOUNTAIN L—J m EXISTING GATE VALVE ZS EXISTING FIRE HYDRANT EXISTING WHARF HYDRANT w FURNISH AND INSTALL PVC WATERLINE WITH 30" MIN. COVER w EXISTING WATER LINE -- -- — MATCH LINE NOTE: ALL 1" & 2" GATE VALVES SHALL BE NIBCO T -113-K CLASS 125 BRONZE GATE VALVES WITH A CROSS HANDLE, OR APPROVED EQUAL. SEE DETAIL K p 10 11 12 13 14 115 16 18 19 )0 21 22 23 24 zit 29 30 ♦ N W G) Q -2 U_ c T U o� rn M J W 0 T �oo Lico ;2 0 T W ,C^ V J CD Q Q CE a I I I i C 0 'Q U U N Q 1 O I pwo Q z i N N O T 0 � Q O m Q m Q U 000 O GO O OZ CD ca N O 0 p Q ()ti'J Q T N Li U) Q ��) I' a a v J SHEET NO. M'To OF 4 C) J w C) Q Q CE a I �IZ Q Ww rr w M z H Q O ?>> >- W E- w U Iz U J ��) I' a a v J SHEET NO. M'To OF 4 ER 0 z Lu rl 0 w CC - z z z (�- 1, U) 0 0 XI ZI EXISTINGCY)0z r,k + cel t + 0 u� ol BUILDING ------------ Ao INS INSTALL DRINK FOUNTAIN rC_"� rC TALL DRINK FOUNTAIN i c\I c -D T_ STA. 11+37N, 8+08E STA. 12+63N, 8+08E LL, 8.+ 00 E INSTALL DRINK FOUNTAIN C-) 0 STA. 14+03N, 8+12E \QT -J/ ...............---- ° T=T ----- --- -- - -- - -- -- -- - -- - -- -- ' - j W9 ----- ------------------- - V8 LF - AT SCH 40 ILL __JIIT ---------- - w w no C 00 WW97_FV IVdUC—H 40 PIPE Y 69WLF OF 1" PVC SCH 40 PIPE W_ ANAL WALL 20 L�F OF 2" PVC 150 LF OF V" PVC SCH 40 PIPE > SCH 40 PIPE co FT -1 m L i T =L L 'LOCATE & CONNECT TO END L OF EXIST. BORED PIPE I w w Lu CANAL -- — — — — — — — — — — (j) 00 C) - - - - - - UJ C/) —,/�LOW CANAL EXtST,,UNL1NEf)_ CANAL c/) > < m - - - - I - - - I a -- I ----- - -- — - -- I I -!._ i < 0 -A I- TO ! 1 -' END IJ06A�Cc CONNECT BORED < EXIST - LL 14 LF OF 2' PVC < 'ISCH40PIPE W_ �w 11 ol LF OF 21 H 40 PIPE AIN, I A L, IWA �IAALI L w I_770 0 15 _F OF 2" PVC 8 LF OF 1" PVC 194 LF OF 2" PVC SCH 40 PIPE SCH 6 LF OF 1- P ----'w SCH F 1" PVC i_4jD_PjPE_ CH 40 PIPE 103 LF OF 2" PVC SCH 40 CH 40 :'IPE 45 LF OF 1"PVC INSTALL DRINK FOUNTAIN SCH 40 PIPE ------ /C w MCI' MM CANAL R/W \J?LT-Y STA. 11+54N, 8+97E OP ----------------------------- z: Z: G ° ( t co uj r-, w co PLAN S2 + cm MILL CREEK PHASE 4 //�A :>m 11 _I ( C )INSTALL DRINK FOUN \QL—Y STA. 15+64N, 8+09[ ----------------- EXISTING 8+00 E' T_ ol-11 �_.. "I - ".. _W--►.. CC cc w toa_ a - D w w c/) 7 0 F_ PL MEN_ 194 LF OF 2" PVC S( W SCALE: 1 " - 20' 0 10 20 40 80 6 LF OF 1" PVC SCH 40 PIPE LLJ uj r,r F— U) ck: 1 0 Ld Z U) ILL _j + (o M co II <g c/) 0 Cm: C14 V) ;U C) W m -------- ------------ --------------------------------------- ---- ---------------------- 0 --- ------ ---------------- ------ - --- ---------------------- ------ ---- --- -- -- 86 LF OF 2" PVC SCH 40 PIPE S_ \—TlE-IN TO EXIST. WATERLINE i PLAN - MILL CREEK PHASE 4 10 11 12 13 14 5 16 18 1,9 20 21 22 23 24 53 m �g �; 1 LL , C\j CD c) m m CD I C:) 1 b 0 1 c� co co ED 2 ca a_ 6 < r0 � EL C) ui 0 0 '2 cu _r_ 0 C) (o co n (o co < 00 Lu y (D c/) (D LL co U) uJ < 11 0- -1 co if co 00 Lu -2 " w, co . co g T. oee (o W c (D 0 _c wM m �g �; 1 LL , C\j CD c) m m CD I C:) 1 b 0 1 c� co co ED 2 ca a_ 6 < r0 � EL C) 00 2 X v SHEET NO. Tl 0 tR OF 4 C) n I Lu y U) < < 11 0- -1 LU if O_ y < W rr wM Z 11 J < 0 Y >- Lli w oc C) 00 2 X v SHEET NO. Tl 0 tR OF 4 C, - co 12+00 E i t W ' ! ? VJ I I f ( 3 T— i � I 1 "' r` 10+00 E - -- T— IT E' _`� Ej 1 c '---------------------------'---------------------------------- -------------------------------- — <_ i {i 1 i F "S" STREET i N - — — r i �I SCALE: 1 " = 20' 0 10 20 =N= t* zi♦♦ Q� 0 ♦ g0A'4 ♦♦ C,�� . ♦♦♦ ���♦�0;7 ` a \ T� /,YS s♦♦ \ \♦♦ \ Sr rq ♦ ♦ ° .7.♦ PLAN - MILL CREEK PHASE 5A I ¢ I i 3 I I I 1 I I 1 1 i I y 10 T1 12 13 1'4 1'5 �0 18 19 20 21 22 23 94 G c C. m 0 - - W ( V )i W 30 L OF 1.1 PVC \ �\ W -SCH40 PIPE � \\ �Tn W \ 7Ao W F4, U) t A i � cep F t — — L ---- OH— — —OH ^A� Q ' z 0 <, co O 0) i LL ol C7 0 Z g I Y �� I z � 1 p co Q ! W W J I W � O oa� Z N S� N N N O p� .m cG Q O (? O a.3 a o m : m a� o a Q ii Q D Q Lo W InZ J m W Cc 0- J y W W W U- _Z Q O -� W W U cc U G A 2 F F 1 F SHEET NO. OF 4 IWO 11 +00 E e 12+00 E m p \. m 9�A � mom== nowai t 40ApAr O �'.` ��FA ��lTCS 1rum WOMEN oni 40p�pOFr p\ ♦♦ Z ♦ �q�T�CS �'♦♦ a /\ \ ,xs�N ,� I \ i ♦♦ \♦♦♦♦ NI I OAS ee �♦ 411 k, I \� I ♦ \w<�\ y I � 1 ♦♦ O p?��♦♦ \I ♦ 4op�A e♦ F SIA ,�31+1gN �__ A( 2 I , 1 t f25E i 9LFOF1"PVC SCH 40 PIPE I� (ALT 2) STUB & CAP (ALT 2) STA. 31+18N, 11+'47E 19 LF OF4"P1 j C900 PIPE (ALT 0 m__M�w niO4-I.— m "S" STREET <I SCALE: 1 " = 20' 0 10 20 40 80 NI0 co Q+ O ♦♦ �♦ �010 j ♦ T` SNS ♦'�♦ o �'► 31 LF OF 1" PVC♦♦ �2N� ♦♦♦ F� %SCH 40 PIPE FOS I! (ALT 2) ► T. /�'Sp ♦♦ ��x2 NTgiN �,\®♦ ♦ ♦ B 9 e♦ `r STq q4 O ♦' 40p'cO�c <c Aw 2 \ vo } ♦ \♦ w i I I ' ♦♦ ?sem ♦ ♦ _ ♦ U)\ ♦♦ I e �p ♦ I U ii I I I '' II , +! iI I ♦ p _" ♦ a ♦♦ P ♦ ♦�♦� 900 �c\j - _ -- ILL \ F � ♦ A Z XLu J ♦♦ ♦ \�� dILL EL \N� \ STq ? SLB ♦® 0 m �2xNF ♦♦ ♦ In cn \ Cqo q 4-1 i N �2x� NDN ♦♦♦ ♦ s��s�9 OF lips �� ®\ } } ♦ yo q�x9 9LFOF44 PP_��` C900 PIPE (ALT 1) '♦ O j-x�G,t, ♦ y O t2l T9\ ♦♦ l ♦ C I I i i ------\------ \— �� f I o I ♦♦1 12+0' ! E i .� ��e♦ i i \ ■ i IR � - ° f I I C I■ W ' o i f (W � qr ■ L.L PLAN - MILL CREEK PHASE 5A 3 4 ? 10 1,1 1'2 1'3 14 I■ � k -04 ®♦ �♦ Ogg p� ♦ ♦ \ ♦41 ♦ ■ ? i /q C 4w ♦�' ♦ � w 4w 4W .♦. ■ s j �\ i �00 T- I zNLO \ \ L0 2 iiySrq\ _ - - - -------- 00 'N# Zis H Z p�pF '■ � I � I ' O ` V ��r�� \ ■ CO TO STUBS I 4 \ ; ---- - -16 LF OF 4" PVCr W ao C900 PIPE e�g Op ___- W <z w I 30 LF OF 1 PVC Uz of I CH 40 PIPE \ Ad C) +j .� U '`� m� I t f 71,/ 4 Z�(N _VJ �i ; 13 LF OF 4" PVC-- v~iZ of C900 PIPE .17 ' ` '� W m-' M i 17 W ----- mQ F<- F4 pV { / �c w I I -------f ---- -- , --- I - U E k I 7; H - - 1--- OH- � OOH- - --OH R26(CA) i l � 0 q, cm w U T N i U i LO r' i' � Ucp i o CO I I i i ------\------ \— �� f I o I ♦♦1 12+0' ! E i .� ��e♦ i i \ ■ i IR � - ° f I I C I■ W ' o i f (W � qr ■ L.L PLAN - MILL CREEK PHASE 5A 3 4 ? 10 1,1 1'2 1'3 14 I■ � k -04 ®♦ �♦ Ogg p� ♦ ♦ \ ♦41 ♦ ■ ? i /q C 4w ♦�' ♦ � w 4w 4W .♦. ■ s j �\ i �00 T- I zNLO \ \ L0 2 iiySrq\ _ - - - -------- 00 'N# Zis H Z p�pF '■ � I � I ' O ` V ��r�� \ ■ CO TO STUBS I 4 \ ; ---- - -16 LF OF 4" PVCr W ao C900 PIPE e�g Op ___- W <z w I 30 LF OF 1 PVC Uz of I CH 40 PIPE \ Ad C) +j .� U '`� m� I t f 71,/ 4 Z�(N _VJ �i ; 13 LF OF 4" PVC-- v~iZ of C900 PIPE .17 ' ` '� W m-' M i 17 W ----- mQ F<- F4 pV { / �c w I I -------f ---- -- , --- I - U E k I 7; H - - 1--- OH- � OOH- - --OH R26(CA) i l � L) P2 0 0 m J SHEET NO. OF 4 0 q, cm w U T N i U c T U o� LO � Ucp i o CO -� --E c))m o 0 W 0 T W > 20 (I .-� m U)m c� LL11 8� I _U CD � \ (3) � ; m O O O <o T Q m occ ai r a LS Q O � I I m 0°uj z� LL _ U J L) P2 0 0 m J SHEET NO. OF 4 LO U) - - -� --E - o W (I � I W � � ; m D O I? U c o (D O <o w m occ ai r a LS Q O � Q L) P2 0 0 m J SHEET NO. OF 4 LO U) W W W v Ir Q Q 11 0°uj z� LL _ U J W U rr U L) P2 0 0 m J SHEET NO. OF 4 n - r r'- m HALF OF REQ'D. AREA AREA SAME---`� AS 90'ELL cn <Z ..do mu W Z �Fn J ' ma i } 1 k k I k 1 I 1 s 1 I i HALF OF REQ'D AREA CROSS AREA 4 SAME AS CROSS I TEE PLUG o s F a .0 � 0 AREA SAME AS PLUG 22 1/2 -ELL REDUCER - VALVE ANCHOR #4 REBAR ANCHORS THRUST BLOCK SCHEDULE BEARING AREA, SF PIPE SIZE TEE OR PLUG WILL WELL 22 1/2'ELL 4 2 2 2 1 NOTE. ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, CONCRETE SHALL BE PLACED BEHIND BELLS OF FITTINGS. BEARING AREAS SHOWN IN TABLE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. 'i I o 1 � s I � 1 1 m r � I o i I I o � � o I PLAN - MILL CREEK PHASE 513 i I I L 1 I I I I I I 1 W I I .I I i I I I — - 1 i I I CENTRAL PARK MILL CREEK PH. 1 i C/, ; �I r�1 D EXISTING PEDESTRIAN PLAZA i ( i 0 1/ L J 1'n =Xl �T. DQE 5'X8 ' j BDX CUL`/ERr — r I1 i �3 —� u f- I =� SCALE: 1" = 20' 0 10 20 40 80 TYPICAL THRUST BLOCKS B APPLIES TO LINES 411 & LARGER VT4j I" fid$ 10 11 12 13 14 5 _ 18 19 20 21 22 23 24 29 30 SHEET NO. mvo`z OF 4 III i�• \=ya s � � Ill 1 a_ r z X 1 `� J w at W �?U) W z_ F- c2,• J U ! o OD Cl W 0 c� o N r � Zrn `m U_ Cc cr Uc T O� `�. M O co co To L O Q� �x LL W6 O M �(n M ! ,I c 00 fI T CC0 � SIG � 9p Uj C O O � � m iLu 0 SHEET NO. mvo`z OF 4 III azo (/) Ill 1 a_ r z ccn J Y W �?U) W z_ F- 0 J U ! o 0 J_ c� o v� �NOR Zrn z Cc c� ,1 cr �I N uj H iLu 1 LLJ v 0, o 0), t� 0 Z � � � N T o mo N ¢� S oo O So LU m W roGo () T d Q r-, LL 0 SHEET NO. mvo`z OF 4 III (/) Ill 1 a_ r z ccn J Y W m W z_ F- 0 J U W W U J_ v� �NOR A c� ,1 SHEET NO. mvo`z OF 4 7!-A mm oA �■ Lo \o W \ U n C f ` I ` ♦ w� F W w U I T- 0 U ''4 0 ¢z 6z 0 OrU N� W Z o� m HALF OF HALF OFREQ'D AREA REQ'D. AREA—� CROSS AREA SAME ---`� AS 90'ELL AREA �- SAME AS � CROSS TEE PLUG 0 0� d WELL AREA SAME AS PLUG VALVE ANCHOR #4 REBAR ANCHORS THRUST BLOCK SCHEDULE BEARING AREA, SF PIPE SIZE TEE OR PLUG 90'ELL 45'ELL 22 1/2 -ELL 4" 2 2 2 1 NOTE: ALL THRUST BLOCKS TO BE POURED AGAINST UNDISTURBED SOIL, CONCRETE SHALL BE PLACED BEHIND BELLS OF FITTINGS. BEARING AREAS SHOWN IN TABLE ARE BASED ON ALLOWABLE SOIL PRESSURE OF 1500 PSF. (J) I � 1 � 1 = i I 1 I c i i I 1 PLAN - MILL CREEK PHASE 513 I � i r'� I I { I i I G- ! II II I I r 1 ! 't s t 1 s I L �� I ! I I W ! l; I W I " Cf � ' I I 13-x-00 E - /w I it CENTRAL PARK MILL CREEK PH. 1 FE=- �I I EXISTING I PEDESTRIAN PLAZA nj - s { _� �` ll i; _ _DE3L 5'X8; ; r 0_ !. - 0 UL- I/ERT CL O Fl 1 a -- 40 1 + 1 , zFTI z SSS 0 00 SCALE: 1 " = 20' 0 10 20 40 80 TYPICAL THRUST BLOCKS B APPLIES TO LINES 4" & LARGERVT-4) 41 18 19 20 21 22 23 24 ''E 10 11 12 3 14 5 '� �I O da SHEET NO. wvo� OF 4 m W U 0 Z a_ W a L O 5 �j� T u' Q c� 0- — m co U ��C5 �a u- m W �m < LL WCD _o O Ucn co ILL1, W ' 1 C r g O75 Cc C7 U U5 0 O T T 75 m 70 I o U O 11 I i I I cr N IL N N T 5 m 0 O O' p p cr CEo o!z min ° (I C) :3O IQ c) TO IE U i5 Io SHEET NO. wvo� OF 4 m 0 Z a_ W CE Q 0- yr W m W z_ < LL O W U Cc U 75 SHEET NO. wvo� OF 4 mm :�I mm ��--- - p----- - - 0 I I .'•, 2 j. P PGE BOX #043459 RELOCATED PGE SERVICE POLE 0 10 20 40 80 3 Q 5 d I I I ow STREET jl I I I ----------------------------------------------------------- -------- ----OE ------------------ 22 R/W W&BW lulxu IN/ 11 CONTROLLER CABINET DETAIL A SCALE: 1'=10' SG -1 LEGEND LIMITS OF �— FOUNDATION INSTALL CITY -FURNISHED MAST ARM SIGNAL STANDARD STREET LIGHTS STREET LIGHTS INSTALL CITY -FURNISHED LIGHT STANDARD LIMITS OF PEDESTRIAN FOUNDATION SIGNAL FACE _ INSTALL CITY -FURNISHED MAST ARM STANDARD WITH PEDESTRIAN SIGNAL FACE LIMITS OF FOUNDATION LIMITS OFA§% INSTALL CITY -FURNISHED PEDESTRIAN PUSH BUTTON POST FOUNDATION 13_�-STATION IN 100 FEET — - - -} - —CENTERLINE OF CONSTRUCTION ---------RIGHT OF WAY ---------SECTION LINE — --UTILITY EASEMENT ----- ---- ---- FURNISH & INSTALL CONDUIT s EXISTING SEWER LINE - - p EXISTING STORM DRAIN LINE =OUTER DIAMETER OF EXISTING PIPE W EXISTING WATER LINE T— EXISTING UNDERGOUND TELEPHONE LINE 4' 45 r rl ,.., oA STANDARD LOCATION DESIGNATION���� CONDUIT RUN DESIGNATION 1 2 ITEM OF WORK - SEE SCHEDULE (D EXISTING STORM DRAIN MANHOLE EEI EXISTING CATCH BASIN EXISTING SEWER MANHOLE 0 EXISTING TELEPHONE MANHOLE Q EXISTING POWER POLE 0 CO POLE SCHEDULE ce �. x �- 0 EXISTING STREET LIGHT a 20 COND�ICTOR SCHEDULE » „ » CONDUIT SIZE 31p 3„ 3„ 2-3" 3 1Y» 1Y" 1' 1 3» 1Y„ 1Y„ 1 1 2„ 2„ 3„ 2,. 3„ 2 2„ 2„ (E) - EWING CONDUCTOR AAAAzLA (N) - NEW RUN 7 8 9 10 11 12 13 14 1 16 1 18 19 20 21 22 O SURVEY MONUMENT Q�QQQQ�Q�QQQQQQQ19-2-100 DESKVATION N N N N N N N N N N _ N N N N N N N N N N N N FURNISH &INSTALL SIGNAL CONTROLLER CABINET 28TOR - - - 2 2 __ - _ 1 �; � � � m 5CONDUCTOR - - - - - 1 1 1 - 1 1 1 - _. _ _ Y � o uj L xkfr � _ _ _ _ _ - z c 8 : z ® FURNISH & INSTALL PG&E NO. 043459 PULL BOX #10 �.,.,,�.r7 Z 2 2 Z 2 - 2 2 Z 2 2 Z m� __ j #6 SERVICE (PR&IAR17 3 - - - __ _ _ _ _ __ _ _ J a vED FURNISH &INSTALL N0. 3 1 2 PULL BOX #6 SERVICE (SECONDARY) - 3 3 / - - - - _ - Q z z z _ _ _ _ _. _.. ,y, - 0 0 FURNISH & INSTALL NO. 5 PULL BOX 1 1 1 1 1 1 1 1 1 1 1 � C FURNISH & INSTALL NO. 6 PULL BOX 6 FURNISH & INSTALL TYPE III -CF SERVICE PEDESTAL LOC. STANDARD MAST ARM SIGNALS SIGNS + EXISTING TRAFFIC SIGNS LIGHTING SIGNALS VEHICLE WALK DONT WALK W -DW Qi PPB O MAST ARM MOUNTED SIGNS (UNLESS OTHERWISE NOTED) VIDEO CAMERA& PRE-EMPTION A ( MOD) PPB POSTMAS 0' (DECORATIVE) 10'-LIGHT/12 -END SV -1-T MAS SP -1-T �4 04 MILL CREEK NONE N 18-1-100 (MOD) PPB POST NONE 12'-LIGHT/14'-END EDGE OF PAVEMENT "STA” STA11ON SP -1-T �4 �4 "TC” NONE C 19-2-100 (MOD) PPB POSTMAS 0' (DECORATIVE) 10'-LIGHT/12'-END SV -1-T MAS SP -1-T 04 04 ❑7 MILL CREEK NONE CENTERLINE "EXIST” EXISTING 18-1-100 (MOD) PPB POST NONE 12'-LIGHT/14'-END SP -1-T 04 04 ' NONE "TOM” TOP OF MANHOLE "C&G” CURB & GUTTER ,in rn "ELEV" ELEVATION "TOB" TOP OF BANK ROUND SIGNAL FACE PEDESTRIAN 7C-" SIGNAL FACE mm :�I mm ��--- - p----- - - 0 I I .'•, 2 j. P PGE BOX #043459 RELOCATED PGE SERVICE POLE 0 10 20 40 80 3 Q 5 d I I I ow STREET jl I I I ----------------------------------------------------------- -------- ----OE ------------------ 22 R/W W&BW lulxu IN/ 11 CONTROLLER CABINET DETAIL A SCALE: 1'=10' SG -1 LEGEND LIMITS OF �— FOUNDATION INSTALL CITY -FURNISHED MAST ARM SIGNAL STANDARD STREET LIGHTS STREET LIGHTS INSTALL CITY -FURNISHED LIGHT STANDARD LIMITS OF PEDESTRIAN FOUNDATION SIGNAL FACE _ INSTALL CITY -FURNISHED MAST ARM STANDARD WITH PEDESTRIAN SIGNAL FACE LIMITS OF FOUNDATION LIMITS OFA§% INSTALL CITY -FURNISHED PEDESTRIAN PUSH BUTTON POST FOUNDATION 13_�-STATION IN 100 FEET — - - -} - —CENTERLINE OF CONSTRUCTION ---------RIGHT OF WAY ---------SECTION LINE — --UTILITY EASEMENT ----- ---- ---- FURNISH & INSTALL CONDUIT s EXISTING SEWER LINE - - p EXISTING STORM DRAIN LINE =OUTER DIAMETER OF EXISTING PIPE W EXISTING WATER LINE T— EXISTING UNDERGOUND TELEPHONE LINE 4' 45 r rl ,.., CONSTRUCTION NOTES: Q CONTRACTOR SHALL FURNISH AND INSTALL TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120V/240V TYPE III -CF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E #043459. 0 CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -CF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 30 ALL NEW SIGNAL INDICATIONS SHALL BE 12" [300mm] LED "RED", "GREEN" AND "YELLOW" PER SPECIFICATIONS. ® CITY FURNISHED LUMINAIRES SHALL BE INSTALLED ON POLES O & 0 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED COUNTDOWN PEDESTRIAN SIGNALS PER MUTCD 4E.07, AS DETAILED IN THE SPECIFICATIONS. LOCATIONS OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY THE ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO FILE POLE PLACEMENT. Q CONTRACTOR SHALL FURNISH AND INSTALL LED ILLUMINATED STREET NAME SIGNS AND SHALL BE CARMANAH R409, OR APPROVED EQUAL AND SHALL CONFORM TO THE SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING ROAD SIGN. 09 CONTRACTOR SHALL INSTALL CITY -FURNISHED STREET LIGHT PER COB STANDARD ST -14 WITH 1Y" CONDUIT FROM #3Y BOX TO LIGHT FOUNDATION. 10 BOLLARD FOUNDATION IS OVER BOX CULVERT - INSTALL SPREAD FOOTING, IF APPLICABLE. SEE DFTAIIF 11 PEDESTRIAN PUSH BUTTON IS OVER BOX CULVERT - INSTALL SPREAD FOOTING. SEE_DETAII 12 CONTRACTOR SHALL SLURRY CEMENT BACKFILL ALL CONDUITS CROSSING OVER CULVERT.��1/ TYPICAL LOCATIONS OF SIGNAL & LIGHTING ITEMS NORTH & SOUTH SIDES ARE SYMMETRICAL SCALE: 1 "=10' 29 30 i I co 4- z j U aS C7 ; E A L L N( O 4 O > Q Oi dpI O� fr ; c U_ O 00 : CD co � ° CD o" m m d Q Q O'O z U J Z LL cf W w J Cc 06 F— m W J z Q = o z� o ` ` y /�� T w V J U CE U U � LL J_ Q F— 00 `�_ SHEET NO. oa o� OF 2 oA STANDARD LOCATION DESIGNATION���� CONDUIT RUN DESIGNATION 1 2 ITEM OF WORK - SEE SCHEDULE (D EXISTING STORM DRAIN MANHOLE EEI EXISTING CATCH BASIN EXISTING SEWER MANHOLE 0 EXISTING TELEPHONE MANHOLE Q EXISTING POWER POLE 0 CO U o ce �- 0 EXISTING STREET LIGHT a 20 ? :' CONSTRUCTION NOTES: Q CONTRACTOR SHALL FURNISH AND INSTALL TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120V/240V TYPE III -CF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E #043459. 0 CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -CF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 30 ALL NEW SIGNAL INDICATIONS SHALL BE 12" [300mm] LED "RED", "GREEN" AND "YELLOW" PER SPECIFICATIONS. ® CITY FURNISHED LUMINAIRES SHALL BE INSTALLED ON POLES O & 0 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED COUNTDOWN PEDESTRIAN SIGNALS PER MUTCD 4E.07, AS DETAILED IN THE SPECIFICATIONS. LOCATIONS OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY THE ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO FILE POLE PLACEMENT. Q CONTRACTOR SHALL FURNISH AND INSTALL LED ILLUMINATED STREET NAME SIGNS AND SHALL BE CARMANAH R409, OR APPROVED EQUAL AND SHALL CONFORM TO THE SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING ROAD SIGN. 09 CONTRACTOR SHALL INSTALL CITY -FURNISHED STREET LIGHT PER COB STANDARD ST -14 WITH 1Y" CONDUIT FROM #3Y BOX TO LIGHT FOUNDATION. 10 BOLLARD FOUNDATION IS OVER BOX CULVERT - INSTALL SPREAD FOOTING, IF APPLICABLE. SEE DFTAIIF 11 PEDESTRIAN PUSH BUTTON IS OVER BOX CULVERT - INSTALL SPREAD FOOTING. SEE_DETAII 12 CONTRACTOR SHALL SLURRY CEMENT BACKFILL ALL CONDUITS CROSSING OVER CULVERT.��1/ TYPICAL LOCATIONS OF SIGNAL & LIGHTING ITEMS NORTH & SOUTH SIDES ARE SYMMETRICAL SCALE: 1 "=10' 29 30 i I co 4- z j U aS C7 ; E A L L N( O 4 O > Q Oi dpI O� fr ; c U_ O 00 : CD co � ° CD o" m m d Q Q O'O z U J Z LL cf W w J Cc 06 F— m W J z Q = o z� o ` ` y /�� T w V J U CE U U � LL J_ Q F— 00 `�_ SHEET NO. oa o� OF 2 oA STANDARD LOCATION DESIGNATION���� CONDUIT RUN DESIGNATION 1 2 ITEM OF WORK - SEE SCHEDULE (D EXISTING STORM DRAIN MANHOLE EEI EXISTING CATCH BASIN EXISTING SEWER MANHOLE 0 EXISTING TELEPHONE MANHOLE Q EXISTING POWER POLE 0 CO U o �- 0 EXISTING STREET LIGHT cr. rn � 10 EXISTING PG&E NO. 043459 PULL BOX �j `t cp SIGN DESIGNATION- + EXISTING TRAFFIC SIGNS T iZo (v .2 XX Q ABBREVIATIONS N "EP” EDGE OF PAVEMENT "STA” STA11ON C) m "TC” TOP OF CURB "MH"' MANHOLE J "FL" FLOWLINE "SMH” SEWER MANHOLE L o *- "CL” CENTERLINE "EXIST” EXISTING "DMH” DRAIN MANHOLE "INV” INVERT U v) � "TOM” TOP OF MANHOLE "C&G” CURB & GUTTER ,in rn "ELEV" ELEVATION "TOB" TOP OF BANK "FC" FINISH CONCRETE "CB" CATCH BASIN > c1) 00 "RELOC" CITY OF BAKERSFIELD RELOCATED "COB STD" ) 0 � ���y� STANDARD R/W RIGHT OF WAY BW BACK OF WALK cn 0 0 0 T T — G EXISTING GAS LINE I m —FO—EXISTING FIBER OPTIC LINE J EXISTING EDGE OF PAVEMENT I — 0H EXISTING OVERHEAD UTILITY LINES ---- ---- ------EXISTING UNDERGROUND ELECTRIC LINES 0 EXISTING MULTIPLE UTILITY TRENCH ---------� - ----�--LIP===----- FLOWLINE-----co EXISTING CURB AND GUTTER I { � o ------------------------ EXISTING BACK OF WALK 9 x x x x x EXISTING FENCE o 0 0 0 EXISTING CHAINLINK FENCE 1 cr CONSTRUCTION NOTES: Q CONTRACTOR SHALL FURNISH AND INSTALL TYPE 170E CONTROLLER AND 332 CABINET ASSEMBLY. SERVICE SHALL BE 120V/240V TYPE III -CF, FURNISHED AND INSTALLED BY THE CONTRACTOR. PULL BOX IN FRONT OF CONTROLLER SHALL BE #6. PULL BOX ADJACENT TO PG&E ELECTRICAL SERVICE POINT SHALL BE PG&E #043459. 0 CONTRACTOR SHALL FURNISH AND INSTALL CONDUIT FROM ELECTRICAL SERVICE POINT PG&E #043459 PULL BOX TO TYPE III -CF SERVICE PEDESTAL. ALL OTHER PULL BOXES SHALL BE #5 UNLESS OTHERWISE NOTED. 30 ALL NEW SIGNAL INDICATIONS SHALL BE 12" [300mm] LED "RED", "GREEN" AND "YELLOW" PER SPECIFICATIONS. ® CITY FURNISHED LUMINAIRES SHALL BE INSTALLED ON POLES O & 0 ALL PEDESTRIAN INDICATION MODULES SHALL BE NEW, LED COUNTDOWN PEDESTRIAN SIGNALS PER MUTCD 4E.07, AS DETAILED IN THE SPECIFICATIONS. LOCATIONS OF THE STANDARDS SHALL BE AS SHOWN ON THESE PLANS, OR AS DIRECTED BY THE ENGINEER AT THE SITE - CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO FILE POLE PLACEMENT. Q CONTRACTOR SHALL FURNISH AND INSTALL LED ILLUMINATED STREET NAME SIGNS AND SHALL BE CARMANAH R409, OR APPROVED EQUAL AND SHALL CONFORM TO THE SPECIAL PROVISIONS. ® CONTRACTOR SHALL REMOVE AND SALVAGE EXISTING ROAD SIGN. 09 CONTRACTOR SHALL INSTALL CITY -FURNISHED STREET LIGHT PER COB STANDARD ST -14 WITH 1Y" CONDUIT FROM #3Y BOX TO LIGHT FOUNDATION. 10 BOLLARD FOUNDATION IS OVER BOX CULVERT - INSTALL SPREAD FOOTING, IF APPLICABLE. SEE DFTAIIF 11 PEDESTRIAN PUSH BUTTON IS OVER BOX CULVERT - INSTALL SPREAD FOOTING. SEE_DETAII 12 CONTRACTOR SHALL SLURRY CEMENT BACKFILL ALL CONDUITS CROSSING OVER CULVERT.��1/ TYPICAL LOCATIONS OF SIGNAL & LIGHTING ITEMS NORTH & SOUTH SIDES ARE SYMMETRICAL SCALE: 1 "=10' 29 30 i I co 4- z j U aS C7 ; E A L L N( O 4 O > Q Oi dpI O� fr ; c U_ O 00 : CD co � ° CD o" m m d Q Q O'O z U J Z LL cf W w J Cc 06 F— m W J z Q = o z� o ` ` y /�� T w V J U CE U U � LL J_ Q F— 00 `�_ SHEET NO. oa o� OF 2 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH LIGHT STD. — 4" LEVEL GROUT COURSE ,-- SIDEWALK 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH I LIGHT BOLLARD - 4" LEVEL GROUT COURSE ,.-- SIDEWALK �OL 4-#3 BARS OR #3 SQUARE TIE 2500 PSI 24" SQUARE 1" PVC CONDUITS CONCRETE 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES BOLLARD FOUNDATION B 3/4"=1'-0'— NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH �I uj OJ �U 00 4-#3 BARS OR #3 SQUARE TIE LIGHT BOLLARD - 4" LEVEL GROUT COURSE ,,— SIDEWALK 30" SQUARE BOLLARD FOUNDATION (FOR USE WHEN 18" DEPTH IS NOT P( NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 2500 PSI CONCRETE 1" PVC CONDUITS 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES SSIBLE)�F� 2 NUTS 11/ILJT cTn ?SE AS REQ'D 7 MAST ARM FOUNDATION FOR SIGNALS AND PEDESTRIAN HEADS C ' 3/4'=1'-0"— NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE TYP 19-2-100 (MODIFIED) SIGNAL & LIGHTING STD. STD. PLAN RSP ES -7D PED. PUSH BUTTON POST 4 TOTAL REQUIRED 4 TOTAL REQUIRED STD. PLAN ES -7A DECORATIVE STREET LAMPS, DECORATIVE FINIAL DUAL ARM MOUNT, CYCLONE PRAIRIE SERIES OR PED. PUSH BUTTON APPROVED EQUAL, REFER TO VT CAL TRANS TYPE B LIGHTING SPECIFICATIONS "' C-4 _ STD. PLN. ES -5C `i DEOCORATIVE FLUTED "' ALUMINUM SHAFT 12'-0"SMALL DECORATIVE 10'-0" HEIGHT ALUMINUM BASE FLUTED ALUMINUM TRAFFIC SIGNAL ARM 5'-0• 0 DECORATIVE FINIAL O Q MILL CREEK TYPE 1A PEDESTRIAN SIGNAL TRAFFIC SIGNAL POLE, 4 TOTAL REQUIRED STD. SIGN 6'x V-10" PLN. RSP ES -713 65LB LED ILLUMINATED SIGN DECORATIVE FINIAL POST HEIGHT O HEAD TRAFFIC SIGNAL PED. SIGNAL HEAD FLUTED ALUMINUM O _ ;�, TRAFFIC SIGNAL ARM N DECORATIVE FLUTED - 1ST MOUNT PIPE DECORATIVE---� ALUMINUM SHAFT N DEOCORATIVE FLUTED FINIAL PED. SIGNAL HEAD ALUMINUM SHAFT PED. PUSH BUTTON CAL TRANS TYPE B 1ST MOUNT PIPE STD. PLN. ES -5C N M 17"0 DECORATIVE ALUMINUM BASE 0 j� 23"0 DECORATIVE ALUMINUM BASE DECORATIVE - DECORATIVE TRAFFIC SIGNALS WIND CONDITION: PEDESTRIAN WIND CONDITION: 1/4"=1'-0' 100 MPH SIGNALS 100 MPH 1/4!=l'–On 3 4 5 g 2 7 ?`0 112 13 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH ter - LIGHT STD. — 4" LEVEL GROUT COURSE r-- SIDEWALK Z_ M CONDUIT AS REQ'D 2 NEEDED FOR THOSE IN SERIES 6-#4 BARS EQUALLY SPACED 2500 PSI #3 HOOPS -4 REQ'D 24„ 0 CONCRETE EQUALLY SPACED PEDESTRIAN PUSH BUTTON POLE FOUNDATION (FOR USE WHEN THE POLE IS NOT ABOVE THE CULVERT) KD NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE ORIENTATION GUIDE 225' 180° 135' IFt ANCHORS 270' 90' 315°'� 45• 0` HANDHOLE TYPE 18-1-100 D)MAST ARM PEDEST�MODIFIE IAN SIGNAL 2 TOTAL REQUIRED STD. PLAN ES -7C 14'-0" 12'-0" DECORATIVE FINIAL POST HEIGHT \-- PED. SIGNAL HEAD DECORATIVE FLUTED CD ALUMINUM SHAFT I O z 0 I i� 23"0 DECORATIVE ALUMINUM BASE DECORATIVE MAST ARM PEDESTRIAN SIGNALS R 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH LIGHT STD. —4" LEVEL GROUT COURSE ,,--- SIDEWALK CD Li OJ �v o TOP OF BOX CULVERT CONDUIT AS REQ'D 2500 6-#4 BARS CONCRETE I 30 EQUALLY SPACED #3 HOOPS -4 REQ'D PEDESTRIAN PUSH BUTTON POLE FOUNDATION NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 9 20 21 22 23 24 29 3�0 pC yob z_ U o co o co co rn 0 d- \\/ o Mco CONDUIT AS REQ-'D- EQ'D6-#4 6-#4BARS ob oQo C) f U 0 o Q o o EQUALLY SPACED i co L 2500 PSI m m ai T OO a Q U Ll U 0 CONCRETE 24" 0 #3 HOOPS -4 REQ'D EQUALLY SPACED LIGHT STANDARD FOUNDATION A 3/4"=1'-0" — NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE U 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH I LIGHT BOLLARD - 4" LEVEL GROUT COURSE ,.-- SIDEWALK �OL 4-#3 BARS OR #3 SQUARE TIE 2500 PSI 24" SQUARE 1" PVC CONDUITS CONCRETE 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES BOLLARD FOUNDATION B 3/4"=1'-0'— NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH �I uj OJ �U 00 4-#3 BARS OR #3 SQUARE TIE LIGHT BOLLARD - 4" LEVEL GROUT COURSE ,,— SIDEWALK 30" SQUARE BOLLARD FOUNDATION (FOR USE WHEN 18" DEPTH IS NOT P( NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 2500 PSI CONCRETE 1" PVC CONDUITS 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES SSIBLE)�F� 2 NUTS 11/ILJT cTn ?SE AS REQ'D 7 MAST ARM FOUNDATION FOR SIGNALS AND PEDESTRIAN HEADS C ' 3/4'=1'-0"— NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE TYP 19-2-100 (MODIFIED) SIGNAL & LIGHTING STD. STD. PLAN RSP ES -7D PED. PUSH BUTTON POST 4 TOTAL REQUIRED 4 TOTAL REQUIRED STD. PLAN ES -7A DECORATIVE STREET LAMPS, DECORATIVE FINIAL DUAL ARM MOUNT, CYCLONE PRAIRIE SERIES OR PED. PUSH BUTTON APPROVED EQUAL, REFER TO VT CAL TRANS TYPE B LIGHTING SPECIFICATIONS "' C-4 _ STD. PLN. ES -5C `i DEOCORATIVE FLUTED "' ALUMINUM SHAFT 12'-0"SMALL DECORATIVE 10'-0" HEIGHT ALUMINUM BASE FLUTED ALUMINUM TRAFFIC SIGNAL ARM 5'-0• 0 DECORATIVE FINIAL O Q MILL CREEK TYPE 1A PEDESTRIAN SIGNAL TRAFFIC SIGNAL POLE, 4 TOTAL REQUIRED STD. SIGN 6'x V-10" PLN. RSP ES -713 65LB LED ILLUMINATED SIGN DECORATIVE FINIAL POST HEIGHT O HEAD TRAFFIC SIGNAL PED. SIGNAL HEAD FLUTED ALUMINUM O _ ;�, TRAFFIC SIGNAL ARM N DECORATIVE FLUTED - 1ST MOUNT PIPE DECORATIVE---� ALUMINUM SHAFT N DEOCORATIVE FLUTED FINIAL PED. SIGNAL HEAD ALUMINUM SHAFT PED. PUSH BUTTON CAL TRANS TYPE B 1ST MOUNT PIPE STD. PLN. ES -5C N M 17"0 DECORATIVE ALUMINUM BASE 0 j� 23"0 DECORATIVE ALUMINUM BASE DECORATIVE - DECORATIVE TRAFFIC SIGNALS WIND CONDITION: PEDESTRIAN WIND CONDITION: 1/4"=1'-0' 100 MPH SIGNALS 100 MPH 1/4!=l'–On 3 4 5 g 2 7 ?`0 112 13 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH ter - LIGHT STD. — 4" LEVEL GROUT COURSE r-- SIDEWALK Z_ M CONDUIT AS REQ'D 2 NEEDED FOR THOSE IN SERIES 6-#4 BARS EQUALLY SPACED 2500 PSI #3 HOOPS -4 REQ'D 24„ 0 CONCRETE EQUALLY SPACED PEDESTRIAN PUSH BUTTON POLE FOUNDATION (FOR USE WHEN THE POLE IS NOT ABOVE THE CULVERT) KD NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE ORIENTATION GUIDE 225' 180° 135' IFt ANCHORS 270' 90' 315°'� 45• 0` HANDHOLE TYPE 18-1-100 D)MAST ARM PEDEST�MODIFIE IAN SIGNAL 2 TOTAL REQUIRED STD. PLAN ES -7C 14'-0" 12'-0" DECORATIVE FINIAL POST HEIGHT \-- PED. SIGNAL HEAD DECORATIVE FLUTED CD ALUMINUM SHAFT I O z 0 I i� 23"0 DECORATIVE ALUMINUM BASE DECORATIVE MAST ARM PEDESTRIAN SIGNALS R 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH LIGHT STD. —4" LEVEL GROUT COURSE ,,--- SIDEWALK CD Li OJ �v o TOP OF BOX CULVERT CONDUIT AS REQ'D 2500 6-#4 BARS CONCRETE I 30 EQUALLY SPACED #3 HOOPS -4 REQ'D PEDESTRIAN PUSH BUTTON POLE FOUNDATION NOTE: CITY HAS OPTION TO SET FOUNDATIONS FLUSH WITH SIDEWALK GRADE 9 20 21 22 23 24 29 3�0 pC yob bco yyG� o .�. 4- uj �r �a o r� w / CJ N N \. Q U o co o co co rn O Iz o Mco op ob oQo C) f U 0 o Q o o i co L m m ai T OO a Q U Ll U 0 0% � z co W o r a. U 0000 u- CE _ ! U pop 10r Co 0 T L1 i T i � m Y 0 W W I I J LL J Q I �Z3 I° SS� , 40' ^lad aa• r o O Iz ob oQo C) f U 0 o Q o o m m ai T OO a Q U Ll U 0 � z ED—j-� a. 0 J 0- z u- CE _ Cf W -j Y Iz Q M W -i W Q LLz o o -j z Y 0 W W 0 U U CE J LL J Q SS� , 40' ^lad aa• r �. 4 li SHEET NO. q OF 2 n -A NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ALL INTERFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE COMPANY'S CONSTRUCTION REPRESENTATIVE. 2. THIS DESIGN CANNOT CONFIRM MANY ASPECTS OF CONSTRUCTION INSTALLATION, AND RELIES ON THE CONTRACTOR'S JOBSITE VERIFICATION, PROJECT RESEARCH, AND SAFETY PRACTICES TO INSURE THE APPROPRIATE TIE-IN IS PERFORMED. CONTRACTOR SHALL USE ALL APPLICABLE INDUSTRY STANDARD SAFETY PRECAUTIONS AND PRACTICES, INCLUDING THE CITY'S APPROVED JOB SAFETY PLAN, TO VERIFY LINE TIE-IN SUITABILITY PRIOR TO COMMENCING CONSTRUCTION 3. SEE DETAIL A FOR GROUND WELL. T— — ES 8 4. SPLICE BOXES TO BE PER CAL TRANS STANDARDS, SEE DETAIL DT -4 EXISTING PG&E POLE -MOUNTED TRANSFORMER 121 KV - 120/208V, 4 WIRE, 3 PHASE I I L--T— EXISTING EXISTING PANEL _G_ (WITHIN PEDESTAL 'EMP2')IeF BUS AMPS 200A___. MFR. _MILBANK ____ LOC. PEDESTAL MTG. OUTDOOR MAIN AMPS_ 8013P d -- o ___ PHASE _3_ WIRES 4 _ VOLTS 120 208FEEDER _ INTERNAL— ___ AT ___TOP AIC RATING 10K----- DESCRIPTION VOLT -AMPS OUTLETS BKR.WIRE CO rn BUS CONNECTION' WIRE BKR. OUTLETS VOLT -AMPS DESCRIPTION A B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C MAIN - pp 80 2 1/ 3Y- 0 oIL 4 `L6 _/, 1 O 12 14 X16 X18 20B 22 24 _ 26 30 32 34 f�36 38 40 42 8 1 20 6 750 STANDARD S401 -S406 STANDARD S401 -S406 STANDARD S407 -S413 CIRCUIT - 2 8 6 750 BREAKER - 3 2-L/-�6 8 .1 1 .20 20 7 900 7 BLANK 8 1 20 7 900:1 STANDARD S407 -S413 BOLLARDS 8401-B408 CONTACTORS ISPARE BLANK 9 8 1 20 8 550 BLANK1�1 12 1 20 2 500 BLANK 13 - 1 20 1 1 BLANK 15 - 11201 SPARE 17 BLANK - 1 20 SPARE - BLANK 19 BLANK 21 BLANK BLANK 23 BLANK — NEW WORK BLANK BLANK BLANK BLANK 25 BLANK 27/--\_28 29 BLANK BLANK 3_i BLANK BLANK BLANK BLANK 33 BLANK 35 iZ_ 37 BLANK 39 41 COLUMN TOTALS COLUMN TOTALS 1650 13001400 BUS LOADING DEMAND CALCULATION PHASE VOLT -AMPS: PHASE TOTAL AMPS: PHASE A TOTAL: __1650_ VA. PHASE A TOTAL: 14A. PHASE B TOTAL: __1300__VA. PHASE B TOTAL: __ 11 A. PHASE C TOTAL:--149O—_-VA. PHASE C TOTAL: __ 12___A. TOTAL CONNECTED VOLT -AMPS 4350 --- VA. LONG CONTINUOUS LOADING (LCL) AT 25% __ 1080 __-VA. TOTAL DEMAND5430 --- VA. -- TOTAL DEMAND AMPS = __5430 -_ VOLT -AMPS = _ 208 _ PANEL VOLTAGE = ,3- _ _ 1_5 _ AMPS i4Jca N w o: T 0 L _U U o w CO rn co L � _N N "' c: ca ca W o T U c/)" cn Uo �I) o �m U pp ui c 0 oIL 1---- _}--+--- -- p EXISTING UNDERGROUND SERVICE 120/208V 4 WIRE 3 PHASE Z f EXISTING METER PEDESTAL 'EMP2' OUTDOOR - NEMA 3R N N �m�ogCO g o p ¢ !O 0 0 cq ac 3 Q CD o m Z m r '!5O m 0 m d p IQU E0 p F-- — — — — — A — — — — — — — — — — — — — — — — — — — — — — I I 200 AMP BUS 120/208V 4 WIRE 3 PHASE (v J I NEW WORK W Q I -,COORDINATE ADDITION OF Q > I METER BY PG&E I M M i o o i---------� W Y N I I --------------------- EXISTING PANEL 'G�------------------- � Q i � I r � Cc 12- Q I 80A/3P I Y Q I I I Q W LEGEND I I I 100 AMP BUS 120/208V 3 PHASE 4 WIRE I 00 Z Q I TRAFFIC SIGNAL AND I11 I STREET LIGHT PANEL j j Y W BY OTHERS ( }- Z 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P WI ~ W J F FEEDER DESTINATION, SEE -- — — — — — — — — — — — — — — — — — —— L--- ----- ----- ----- ----- ----- ----- --------J U U W 11 o SCHEDULE 12 2 4 6 8 10 _j C5 0 20OA/2P THERMAL MAGNETIC CIRCUIT NEW WORK z 0) BREAKER Cn I — — II — — 130 AMP CONTACTOR � O ELECTRIC METER I C--------- I I C -------------- 1 6 POLE L_ ---------J L — ----- ----- — J TYPICAL OF 2 r Q� l� TRANSFORMER TIMECLOCK TC 5,T-ij MOTOR STARTER, COMBINATIONUNIT. NEMA SIZE 1 �PHOTOCELL PC f �-1 CONTACTOR, SIZE AND NUMBER E OF POLES AS NOTED POLE RISER - OVERHEAD TO ESS/p�,, UNDERGROUND 1 LAMP OF 2 1 LAMP OF 2 BOLLARDS 1 AEC B401 -B408 4,• PANEL NEUTRAL BUS N STANDARDS G (� S401-S413NO.E8339 ° w PANEL GROUND BUS (G) * Renew on �q 7GROUND CONNECTION —� - /23/10 �9\F�FCTR�GP�' �N� SHEET NO. F Or SINGLE SINGLE LINE DIAGRAM -208 VOLT A �OF MILL CREEK PHASE 2 E-1 of 19 11 12 13 14 1 16 18 19 20 21 22 23 24 6 29 3n 1' ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH EXIST. METER PEDESTAL "EMP2" 4�� IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH -' E '� ° n r vu C 3 ! IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND f IDENTIFICATION NUMBER 110V DUPLEX OUTLET WITH EP1 � f � � f I , r� — I R102 IDENTIFICATION NUMBER t ; . + �4 M1: XIT�UL tXo Mx— Dc ` '' SEE DETAIL XISTING UNDERGROUND B ,. tiA .¢�."* I ''� CONDUIT, (1) 2" PVC P DT -4 A WITH PULL WIRE 3 CONDUIT RUN WITH '., E -- CONDUIT SCHEDULE TAG 'p" ' ' CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION y L - LIGHTING 1 } _J/1 X ----FLOATING P -POWER AERATOR S - SPARE FLOATING AERATOR WITH \ •I -` o _ _ --- ------ CONTROL PANEL EXIST. PULL BOX -- — ------ CONTROL PANEL co M■ —a .-1 na L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL - -\ WATERWAY PERIMETER DECORATIVE RIVER ROCK --- BOULDER -BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL N AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN ,L._. �_ (DI! T- L �E -PB407 W— 407"'f t: s� Lli L -Li U C) I 40SCALE: 1 " = 20' 0 10 20 40 80 PLAN -MILL CREEK PHASE 2 rA- 4 > 16 18 19 20 21 22 23 24 TS-- „y . ` r Wi 0. W r ILE ^� / r O p oo.0 / J k o�y. B407 , 0 "'-13408', L Ut 1 d�X ER �. /t j,. r� rJ441 �0�� I ESS/q�, , i Oar � ��1 4�o�� h' * NO.E8339 Renew on 9/23/10 gjFF�FCTR\GPo'���- OF CA\F = 29 30 1 O6j kzze51 v SHEET NO. 140( OF 19 hi W Z cu Q Ly L.L W z o o Q3- I-- �0 N w cr Q w V Ik O M io ¢ W O J ai -a u- W N Ii p co 0 O U m { O o b co 3 Q • C) � T o G° O co rn U D CO (D ulul 0) m LLJ c) ai co ccoo e� en VV ,- 0 co (0 C'j 0 o0- 1 O6j kzze51 v SHEET NO. 140( OF 19 CV W Z cu Q Ly L.L W z o o Q3- I-- Iz 0- Q w V Q O M i ¢ W O J J U_ u- W N Ii p co 0 O U m { O o b co 3 Q ' O Co m °t O t5a O QUii U D 1 O6j kzze51 v SHEET NO. 140( OF 19 CV W Z Q Ly L.L W z o o Q3- I-- Iz 0- Q w V Q O M z � W O J J U_ V I_- W U C U ~ U J W W 1 O6j kzze51 v SHEET NO. 140( OF 19 11 m. PANEL "G" WITHIN EXIST. PEDESTAL "EMP2" AT PANEL "G": ADD BREAKERS, TIME CLOCK, PHOTOCELL & CONTACTORS (2) ADD WIRING (6#8, 2#8G) WITHIN }_ I n+uu h; EXISTING CONDUIT CROSSING PVC �r y EXIST. PULL BOX 1Y2"C, 6#8, o---------------� �'Yj1v�°° y %�t� ✓`,.%may ° a v n.- J 2#8G I f ;��74 "'i ` r> ',�✓}t`Zi r`, Z�+ i�.��{ �.t,'r�,,,x, 1 ,! f st',YS• ���'±�: x•>�° ,`.,�.h!T�y:2,?`.F,<.,: "S'�' o yik'�i1-rr'yr,- �x'J., `! 1 ... �.'61r ,ti 14+1i�i r'N _ _. WE M■ WE M■ ,$-4 0 Ea� I= )I I - - PB407 V� i - - - - - - - - - - - - - --------------- i SCALE: 1 " = 20' 0 10 20 40 80 1 q 7 ITEMS OF CONSTRUCTION PLAN - MILL CREEK PHASE 2 L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL ---\ WATERWAY PERIMETER DECORATIVE RIVER ROCK ---- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT LOW WATER CHANNEL HORIZONTAL TO VERTICAL N AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS SECTION DESIGNATION: SECTION LETTER — L_ ----------- SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER — SHEET WHERE DETAIL IS SHOWN T Ts-- w LWLI I ;. s+� ` 6407 _ - 1 G-10 N 8408 l I 'B41'3 = r rC, . 2-#8; -1#8G (TYP-UN0) t L I o L / / I co 1_441 1=� �OFESS/ ,k NO.E8339 Renew on 9/23/10 OF CALF t7. '6 29 30 d k i ej o N W cc d a v T U o � rncp rn (D M Lu _o ai U�� = M Cn 0) M II c N ,i IC/j C O O r LL m IDENTIFICATION NUMBER Bl 8 LIGHTED BOLLARD WITH Y IDENTIFICATION NUMBER PB -105 5❑ SPLICE BOX WITH SIZE AND 0 IDENTIFICATION NUMBER R102 11 OV DUPLEX OUTLET WITH -- — IDENTIFICATION NUMBER o SEE DETAIL B DT -4 13 ITR N WITH CONDUIT U - •e• --� CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: � C - COMMUNICATION o L - LIGHTING FLOATING P - POWER AERATOR S - SPARE U FLOATING AERATOR WITH CONTROL PANEL PLAN - MILL CREEK PHASE 2 L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL ---\ WATERWAY PERIMETER DECORATIVE RIVER ROCK ---- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT LOW WATER CHANNEL HORIZONTAL TO VERTICAL N AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS SECTION DESIGNATION: SECTION LETTER — L_ ----------- SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER — SHEET WHERE DETAIL IS SHOWN T Ts-- w LWLI I ;. s+� ` 6407 _ - 1 G-10 N 8408 l I 'B41'3 = r rC, . 2-#8; -1#8G (TYP-UN0) t L I o L / / I co 1_441 1=� �OFESS/ ,k NO.E8339 Renew on 9/23/10 OF CALF t7. '6 29 30 d k i ej o N W cc d a v T U o � rncp rn (D M Lu _o ai U�� = M Cn 0) M II c N ,i IC/j C O O r LL m W Q n I W Y z c Q 0 nrt -- — _ — -- o In W z zLL_ v CL w o � m� 0 o m o U c 3 iU w ° C:)CD cr Q;o o z m ai c6 CD N O r 00. 0 !< Q LLL U O U W Q n I W Y z c Q nrt QW QV ffCc In W z zLL_ O � �- W F_- W U � U J �•,�*ft� �i v-1 T: 4� c X t SHEET NO. �02 OF 19 6'-0" 6" FULLY HINGED COVER - DOORS WITH SEPERATE REMOVABLE PANEL IN CABINET UNDERGROU PULL SECTION HEAVY DUTY LOCKABLE DOOR HANDLES TOP VIEW n I I u MAIN DISCONNECT LOAD CENTER AND CONTROLS NCHORAGE PER CODE REQUIREMENTS 1 F-1 F-1 F-1 F1 -------!--------------------------- ------ 00, a i -.i 6X6 WWF, :FOUNDATION SLAB INCOMING PG&E----'�� CENTERED CONDUITS TO CONDUITS) I j I I LIGHTS, BOLLARDS ����� & OUTLETS ------------------------- II -1 1 `---------------------- L E G E N D F FEEDER DESTINATION, SEE 110 SCHEDULE O� 20OA/2P THERMAL MAGNETIC CIRCUIT o BREAKER O VOLT—AMPS L'i BKR. 5-1 BUS CONNECTION I �-T-� BKR. OUTLETS VOLT—AMPS fJ A 1 POLE RISER - OVERHEAD TO Y i UNDERGROUND ELECTRIC METER TRANSFORMER MOTOR STARTER, COMBINATION UNIT. NEMA SIZE 1 CONTACTOR, SIZE AND NUMBER OF POLES AS NOTED N PANEL NEUTRAL BUS (N) G PANEL GROUND BUS (G) GROUND CONNECTION PG&E 12KV POLELINE -------------------------------- I i I 12 KV - 277/480 V 4 WIRE 3 PHASE l�JI�J EXISTING PG&E TRANSFORMERS POLE- MOUNTED, T-1 I � I 1 O.H. SERVICE L- TO EXISTING_WATER WELL(NIC)--* I I I RISER BY PGE BUS AMPS 225__^ PHASE —3— WIRES 4 ( POWER ) PANEL _D_ MFR. _C -H OR EQ LOC. ___ SWBD. MSD_ VOLTS 277/480 SEE 1 -LINE _____ FEEDER _________ MTG. OUTDOOR AT __ TOP � o MAIN AMPS_200A�3P _ AIC RATING �_`______ DESCRIPTION VOLT—AMPS OUTLETS BKR. WIR BUS CONNECTION IR BKR. OUTLETS VOLT—AMPS DESCRIPTION A B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C BOLLARD 8301-317,372 1330 W 18 -7 201 8 1 1 coco 2 4 6 8 X110 12 X14 16 18 20 22 24 26 28 30 32 34 36 X38 �40 42 8 1 20 10 1660 O O STANDARD S301-310 BOLLARD 8318-337 t; 1660 i 20 20 8 3 8 1 20 10 1660 STANDARD S301-310 BOLLARD 8338-6351 1160 14 20 8 5 8 1 20 7 1160 STANDARD S311-317 BOLLARD 8352-B371 1660 20 20 8 8 1120 7 1160 STANDARD S311-317 SPARE - 20 1 - 9 8 1 20 9 1490 STANDARD S323-331 11 SPARE - 20 1 - 8 1 20 9 1490 STANDARD S323-331 - 000 1 50 6 13 15 17 - 1 20 - - SPARE TRANSFORMER T-2 000 6 8 1 20 5 830 STANDARD S318-322 - 000 3 6 8 111201 5 830 STANDARD S318-322 - 1330 1 15 8 19 21 23 8 15 1 1330 - AERATOR A301 1330 8 8 1330 AERATOR A-302 - 1330 8 8 3 1330 - - 1330 1 15 8 25 27 29 8 15 1 1330 - AERATOR A303 1330 8 g 1330 AERATOR A-304 - 1330 8 8 3 1330 - - 1330 1 15 8 31 33 35 - 15 - - AERATOR A305 1330 8 - - SPARE - 1330 8 _ 3 - _ SPARE - 20 1 37 - 1 20 - SPARE SPARE - 20 1 3_fZ - 1 20 - SPARE SPARE - 20 1 41 - 1 20 - SPARE 698 565 5150 COLUMN TOTALS COLUMN TOTALS 480 640�140 BUS LOADING DEMAND CALCULATION PHASE VOLT—AMPS: PHASE TOTAL AMPS: PHASE A TOTAL: __22460_VA. PHASE A TOTAL: -- $�---A• PHASE B TOTAL: __22_290_VA. PHASE B TOTAL: -- 8 --A. PHASE C TOTAL: __2190 _VA. PHASE C TOTAL: TOTAL CONNECTED VOLT—AMPS 66040 -- VA. LONG CONTINUOUS LOADING (LCL) AT 25% 3500 ___VA. TOTAL DEMAND 69540 __VA. — TOTAL DEMAND AMPS = 69540__ VOLT—AMPS = _Q_ PANEL VOLTAGE = ,i3 = _ 84_ AMPS c 0 .Q N 0 0 0 Ir I� 0 I00 N w U cc ;T U CO T oCO N rn rn y cr ic) N o m?QS CO _ co op 3Z,`oo �co co N N c 00 W CD 0 T -7 U 1 c. co 1 coco Lti (° U oD O T O O T T LL t; m i c 0 .Q N 0 0 0 Ir I� io � J N y cr ic) N o m?QS O oo 0) 0 3Z,`oo zm Er iQ00 W r 00 FRONT --------------- T) _______ ____ o _------------------ MAIN SWITCHBOARD 'MSD'- WITH POWER PANEL 'D' (1) 3" C.O.; (CABLE BY PG&E) OUTDOOR ENCLOSURE -NEMA 3R MAINSWITCHBOARD "MSD" B r----------------------------------------------------------------------------------------------------------------------------------� I UNDERGROUND PULL SECTION 1 0 MILLCREEK PHASE 4 E-4-------------------------------------------------------------------------------------------------------------------------------------1 U) > I I Q I I = o 1 M METER BY PG&E 1 Jam- i I � � � I I Q 20OA/3P i a- Q I I � Q o 1 ! Q I I m z `—� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------------------------------------------------------� LL J 0 I 1 0 Y W I 277/480V 3 PHASE 4 WIRE AIC = 14,000 200 AMP BUS i }. W Z i I W NOTES: I 1 3 5 7 4 8 12 18 2 6 10 16 I U CE W N ) 20A/3P 120A/3P } 20A/3P ) 20A/3P ) 20A/3P ) 50A/3P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P ) 20A/1 P i 0 1. CONTRACTOR SHALL FIELD VERIFY ALL I G DIMENSIONS BEFORE CONSTRUCTION. ALL _ z INTERFERENCES SHALL BE BROUGHT TO THE L— --- ----- ----- ----- ------------------------ ----- ---- ---- ------ ---- ---- ----- ---- ---- ------ ---- ----- ---- ---- ----J — ATTENTION OF THE COMPANY'S 1#6 B.C. C!) CONSTRUCTION REPRESENTATIVE. TO ROD N 2. THIS DESIGN CANNOT CONFIRM MANY T_2 I ( I I I I LIGHTING ASPECTS OF CONSTRUCTION INSTALLATION, ( 1 T-2 I I I I I I CONTACTOR Q> ♦� �� AND RELIES ON THE CONTRACTOR'S JOBSITE — — — I C — I I C — I I C — 16 POLE 30 AMP I-- -I -----I -----I ----� r----, 30KVA ll_ -- 15A 15A 15A 15A 15A ( 1 TYPICAL OF 3 VERIFICATION, PROJECT RESEARCH, AND I 3P I I 3P I I 3P I I 3P I I 3P I i 1120/208V I I I I I I( ) SAFETY PRACTICES TO INSURE THE COMBINATION STARTER I I I I I ) I ---J 3PH 4W L — ----- — — — — ------------� �- — ---- ---- ----- ------J L— — -- _— --_— ----- -----J �� �� APPROPRIATE TIE-IN IS PERFORMED. TYPICAL -5 I I I I I I I I i I SPARES SPARES SPARES CONTRACTOR SHALL USE ALL APPLICABLE I 1 1 1 1 I I 1 1 1 1 1 1 1 1 INDUSTRY STANDARD SAFETY PRECAUTIONS L ----J L— --J L ----J L ----J L ----J 1# 8 2#8, 1#8G TO Y V CU., AND PRACTICES, ROD o 0 0 (TYPICAL, U.O.N.) INCLUDING THE CITY'S , W o CU. WN APPROVED JOB SAFETY PLAN, TO VERIFY 3#8, 1#8G LINE TIE-IN SUITABILITY PRIOR TO CU., THWN (EACH) C' COMMENCING CONSTRUCTION. H a H n- H .� 0 PC 0 PC 0 PC TC cam. a 3. ALL CIRCUIT BREAKERS FOR RECEPTACLES 3 3 3 3 3 A A A O� SHALL BE GFI. 4 A301 A302 A303 A304 A305 i i i i i i i i i i i i PESS� A 4.8A 4.8A 4.8A 4.8A 4.8A F �5 ��`�AEL 4. SEE DETAIL FOR GROUND WELL. a DT -4 BOLLARDS (72) STANDARDS (31) STANDARDS (31) 1 LAMP OF 2 1 LAMP OF 2 `� SHEET NO. AERATORS (5) PANEL F NO.E8339 5. SPLICE BOXES TO BE PER SEE SHEET E-5 CIRCUIT F-18 (120 V) .k CAL TRANS STANDARDS, SEE DETAIL rES-8 _ ��Ren� on 9/2310 � I �p(u � DT -4 SINGLE LINE DIAGRAM 480 VOLTA \ qTF �ECTRXGPo��� OF-11FFF MILL CREEK PHASE 4 E-4 �a� of CAk-\F 19 3 3 4 5 6 A 1'b 1'1 1'� 1`2 14 16 19 20 2 22 23 21 29 30 NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ALL INTERFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE COMPANY'S CONSTRUCTION REPRESENTATIVE. 2. THIS DESIGN CANNOT CONFIRM MANY ASPECTS OF CONSTRUCTION INSTALLATION, AND RELIES ON THE CONTRACTOR'S JOBSITE VERIFICATION, PROJECT RESEARCH, AND SAFETY PRACTICES TO INSURE THE APPROPRIATE TIE—IN IS PERFORMED. CONTRACTOR SHALL USE ALL APPLICABLE INDUSTRY STANDARD SAFETY PRECAUTIONS AND PRACTICES, INCLUDING THE CITY'S APPROVED JOB SAFETY PLAN, TO VERIFY LINE TIE—IN SUITABILITY PRIOR TO COMMENCING CONSTRUCTION. 3. ALL CIRCUIT BREAKERS FOR RECEPTACLES SHALL BE GFI. 4. SEE DETAIL ` FOR GROUND WELL. DT -4 5. SPLICE BOXES TO BE PER CAL TRANS STANDARDS, SEE DETAIL ES -8 DT -4 FROM SHEET E-4 TRANSFORMER T-2 F --------- --------- I 1 i 1 0 )100A/3P PANEL "F" I I BUS AMPS PHASE _3 125 WIRES 4 PANEL F MFR. _C -H OR EQLOC.SWBD MSD ----- ----------- VOLTS 120/208SEE 1 -UNE _____ FEEDER _________ gal OUTDOOR MTG. MAIN AMPS_100AL3P r � r� AT ___TOP--- AIC RATING lOK _ DESCRIPTION VOLT -AMPS OUTLETS BKR. WIRE BUS CONNECTION WIREBKR. W U OUTLETS VOLT -AMPS DESCRIPTION A B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C RECEPTACLE R301 1500 CO T oCO W z CO 1 rn o 201 8 —� ( D �_ 4 6 8 12 X14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 8 1 20 co 1 U 1500 6 W RECEPTACLE R308 RECEPTACLE R302 ai 1500 1 20 1 8 3 �� 8 pJ 1 t 1500 RECEPTACLE R309 RECEPTACLE R303 1500 1 201 8 �_ 8 .1.20, 1 20 1 1500 RECEPTACLE R310 RECEPTACLE R304 1500 1 20 1 8 7 8 1 20 1 1500 RECEPTACLE R311 RECEPTACLE R305 1500 1 20 11 8 8 1 20 1 1500 FECEPTACLE R312 RECEPTACLE R306 1500 1 20 1 8 11 8 1 20 1 1500 RECEPTACLE R313 RECEPTACLE R307 1500 1 20 1 8 13 8 1 20 1 1500 RECEPTACLE R314 IRR. CONTROL 301 1500 1 120 1 8 15 1 20 SPARE SPARE 120 1 17 12 1 20 1 500 PWR TO LCONTACTORS SPARE - 20 1 - 19 1211 20 1 1 500 PWR TO RCONTACTORS SPARE - 1 20 1 - 21 - 1120 SPARE SPARE - 20 1 - 23 — 120 SPARE SPARE — 20111 — 1 — 1 20 SPARE SPARE — 20 1 — — 1 20 SPARE SPARE - 20 1 - 29 - 1 20 SPARE 31 33 35 i� 37 39 41 4500 4500 3000 COLUMN TOTALS COLUMN TOTALS 5000 3000 3500 BUS LOADING DEMAND CALCULATION PHASE VOLT -AMPS: PHASE TOTAL AMPS: --A• PHASE A TOTAL: __9500_ VA, PHASE A TOTAL:__ PHASE B TOTAL: __7500__VA. PHASE B TOTAL: __ 67 __A. PHASE C TOTAL: __500=_VA. PHASE C TOTAL: TOTAL CONNECTED VOLT -AMPS ___235_0_0__ -VA. LONG CONTINUOUS LOADING (LCL) AT 25% 500 ___VA. __ TOTAL DEMAND 200 __VA. TOTAL DEMAND AMPS = __24000VOLT-AMPS = _ 208 _ PANEL VOLTAGE -- �3_ _ _ 68_ AMPS I I r-----------------------------------------------------------------i L--------------------------------------------- -- 125 AMP BUS 120/208 VOLT 3 PHASE 4 WIRE AIC = 10,000 20 15 18 I 20A/11P 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/11P 20A/1 P 20A/1 P 20A/1 P 20A/1 P } 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/1 P 20A/11P 20A/1 P 20A/11P 20A/1 P 20A/1 P I GFl GFI GFl GFI GFI GFI GFl GFI GFI GFl GFl GFI GFl GFl 0 0 1 I ---- ---- - - - - --- L - - - - - - - - ------ -------- --- ---- — — — — --- — — — — — — — — — — — — 1 r — ----- ---- ---- ----- ---- -� �- — ----- ---- ---- ----- ---- -, I I I I I I — I i C — j j C — — j is -- c — I SPARE I I SPARE I I SPARES I IRRIGATION SPARE LIGHTING SPARE LTC_ --- ---- — — — — --- ------J L — — — — — ---- — — — — — — — — -----J L — ----- ---- — — — — ----------- CONTROLLER CONTACTOR R CONTACTOR 30 AMP 6 POLE (TYPICAL OF 3) ---- t ---- I ----- L ---- L ---- I ---- -40 11 r---- --- — — — — — — — — --- — — — — — — — — — — — — — — - OUTDOOR RECEPTACLE — TYPICAL OF 14 8 1(, 11 12 1'3 SINGLE LINE DIAGRAM -208 VOLT MILL CREEK PHASE 4 -A- E-5 ESS /p�,� 4,1 * I NO.E8339 Renew on 9/23/10 "Z£CTR �F CA\ -\F a o t Q� n, SHEET NO. OF 19 o N j W U 0 I o I I a a . 2 N I 0 o � a t� cr ca U_ I cr U CO T oCO W z CO j rn o n YW ( D Q3 z U W � co o U 2ioomQ ..0 �o 6 W 0 T • � ai z co �� pJ 00 t vi c 0 o� Q� n, SHEET NO. OF 19 j � 0 I o I I Q a N I Y o � Cc Q cr 0— I Cc cr t ' W z 1 j J n YW j _1z z U W � J o U 2ioomQ ..0 �o o M��I�. m i� T m':a)O :E a p 'Q O iL U o Q� n, SHEET NO. OF 19 � 0 Q 00 0 N W Y � Cc Q cr 0— W Cc cr Q M W z Q O J n YW �- W z U W � J U W Jgr -' J z U) Q� n, SHEET NO. OF 19 C N I (D C� v 8 00 _ I , CD FTl FTI CD I t N � s TF-Co ..F C +o I ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PBB105 SPLICE BOX WITH SIZE AND -1 5 IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER P SEE DETAIL(R4 f 13 DT CONDUIT RUN WITH CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING X LOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH - CONTROL PANEL CONTROL PANEL PROPOSED TRAFFIC SIGNAL REFE TO TRAFFIC SIGNAL PLANS .. SCALE: 1" = 20' 0 10 20 40 80 0 - L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL --- WATERWAY PERIMETER DECORATIVE RIVER ROCK --' BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT - LOW WATER CHANNEL HORIZONTAL TO VERTICAL v AND SIDESLOPES TOE OF CHANN SECTION DESIGNATION: SECTION LETTER L. - - — - - — - - –t. -2 - SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN LL I _ OIF- U, OIW o0 zI CO x co 6312 —T—B309. I 8311, R303.,,, 1 _ 8324 ---- ---T — ��_, f ....... _._ S312 315 EXISTING BUILDING PSA *'+, `0 VI 6 I 1-- 4 r--------------------- V I i EXISTIa`' BUILDI 1I ;W00101 --- 1 �* A301 ----------- ---=----=----- � Ti a LL Ail Lu B317 5 8316 R3�y0g4 W CSD 0 co - -- - w* - - -� -- 00 CD - - W s W T) u I � •� m -- -- .__-- - . - -- ;EXIST. UNUNEDT,ANA[ ' - --- - = W o - — -- - -- _ 5324', t U ' -- ----- -8355 _ - --R311 83531 ,:h ;�t U cl I II! f-) ; , z .. 354 r c T �= �x P8332_ o co s PB333<� �� rte, 0 S325 1`� s �',� �� co P6331 ai r 6357 6356 a.a PLAN - MILL CREEK PHASE 4 m } ,4 0 - --/B I ' _ 6346 EXISTING BUILDING PSA *'+, `0 VI 6 I 1-- 4 r--------------------- V I i EXISTIa`' BUILDI 1I ;W00101 --- 1 �* A301 ----------- ---=----=----- � Ti a LL Ail Lu B317 5 8316 R3�y0g4 W CSD 0 co - -- - w* - - -� -- 00 CD - - W s W T) u I � •� m -- -- .__-- - . - -- ;EXIST. UNUNEDT,ANA[ ' - --- - = W o - — -- - -- _ 5324', t U ' -- ----- -8355 _ - --R311 83531 ,:h ;�t U cl I II! f-) ; , z .. 354 r c T �= �x P8332_ o co s PB333<� �� rte, 0 S325 1`� s �',� �� co P6331 ai r 6357 6356 a.a PLAN - MILL CREEK PHASE 4 m --- - _--- i aLu C\j r ----' "5> 8 i o - ITl - _-_-_- ---- 'ILL O II ------------ - - - - - - - - - - II 5 _ _ ,;, � � I I w z PB331v : ---�-_- - -- -- i i Q Li QEL CL � O G- S317 < - i C D- Q cc -------------- Y U -_- -- ---- _ -=-Q Q O W J 12-13.322 �.�� ff � _a I m 7 LL J _ 6334.x" J B336- 0 19 %6332' R307+ Y U i W W PB320 PB321 ', v �vpG p 8335 �> T 8337 ¢ U U U .. _ 1. 5316 > - - W W f 11 R n- S318', it r� 1 a R308 P6324 � PB323 .`8338 icon : 8341 B339�zj 07 n I ES apt, , _ Q Qj SHEET NO. * NO.E8 39 * %� Renew on 9/23/10 ❑ U OF °FCA'- 19 29 30 I o --- - _--- i aLu C\j r ----' "5> 8 i o - ITl - _-_-_- ---- 'ILL O II ------------ - - - - - - - - - - II 5 _ _ ,;, � � I I w z PB331v : ---�-_- - -- -- i i Q Li QEL CL � O G- S317 < - i C D- Q cc -------------- Y U -_- -- ---- _ -=-Q Q O W J 12-13.322 �.�� ff � _a I m 7 LL J _ 6334.x" J B336- 0 19 %6332' R307+ Y U i W W PB320 PB321 ', v �vpG p 8335 �> T 8337 ¢ U U U .. _ 1. 5316 > - - W W f 11 R n- S318', it r� 1 a R308 P6324 � PB323 .`8338 icon : 8341 B339�zj 07 n I ES apt, , _ Q Qj SHEET NO. * NO.E8 39 * %� Renew on 9/23/10 ❑ U OF °FCA'- 19 29 30 11 MMl 3■ C --j M -M We o T T T- -- T- -- T--,----- ----------------------- - --.-.-.-.-.-.-.-.-.-.-.-. p —7— \ S301 D-2,4 -, 'liPB340 ,X" j 21 f 1 ITEMS OF CONSTRUCTION 5112 Z LIGHT STANDARD WITH Q T IDENTIFICATION NUMBER 8108 LIGHTED BOLLARD WITH cr5 IDENTIFICATION NUMBER PB -105 0 SPLICE BOX WITH SIZE AND cc W IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH <J IDENTIFICATION NUMBER P SEE DETAIL (n4-:4) DT -4 L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL —, DECORATIVE RIVER ROCK BOULDE TYPICAL 1.1 ------------, I I I WATERWAY PERIMETER TOP OF CHANN 2117 _� CONDUIT RUN WITH SLOPE RATE AT r LOW WATER CHANNEL •E CONDUIT SCHEDULE TAG HORIZONTAL TO VERTICAL v AND SIDESLOPES CONDUIT APPLICATION TOE OF CHANNEt-77 DESIGNATIONS: C - COMMUNICATION L - LIGHTING X [-----FLOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH ----- CONTROLPANEL CONTROL PANEL PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS ----------------------a <ISTING o JILDI ° G 04-00 ET D. 7- T - P1331 -1r, P6311 rr 1..1_-- j UJ CL CL I_LI LLI U)U �j 8352$; 1.► ,—i:, PR vw SCALE: 1" = 20' 0 10 20 40 :e a I i � o1 t , Z EXISTING o 0 I -------- ------ o Lu o BUILDING I ---------- (Di r-------- 0 0 ----------------- + +s IIN +v - I �BUILDIG ZICI� (3+0, I v ,� r---- _ _ _ --- .- _._.- - - - _.- - -� - ��-. - - -- B312 - ----------------- - - LL - - 8309 - - - -= _ =-------- B3 s; r -- -- 8311 . 15 -. ; 3" �- % �,. ti � Z5 ° :' � ' k -{ -__ ----- -- - 8313- o 1 C ; , 8317 s cd P,B307 =j m., '�=L_ . ,� x�.w �;�. ..� .- a �_.-.,•••_•� 8308•-x,.�.,k, � ;=•� .�;,�u� .,� _ .. _ r� .--�- 308, ; d :,...� cl LL- _ _ ,}. �.,r, �•,> I .831.0;"- - � �� �, , �_ � r �-- - - <^ M� .-h� �'g`-. ti`'t ^Ca, ti. ..c -,, "%`•'sJ5- �d 'r d� Jnr �. '.�.., ,v v .��„ ,� � ., ,.4 ..;♦ "J.w tY _�. r -i; <4.. S-4 «, ...i'W -",:.: :, _ i_ . i S1 'R. co '�.' C7 0) CO ti Y - .r ! k, y J i {.{ -!� h I• 'f,; ern. - — - - - - - ' - - - — - -- - - - - ' - --- U cp c: CO CDCDCD — c V,I co \> ■ I co c - I I _- W C� —-cxlS;T �-UNLTlE6-ANAL _ ci J I, tip- -�r, '.`.ik.;- Y ,.-_ ,. . ✓ --j v'.�4- 5324 `,},, `'t•'. Y < ►co 8355 - -- 8353 329E �`. S''`>:.�' �,-� 6A. `4? �:., $ !., r ��; .�„?� �`v�"s::- '•. 4 ti <. 8354 _ G ► ,- „ r ��.. o Mme` "�"' P6332 t rr � �� t��� _ �V- Tz, ' 5 __ I , e � 6365-T x"` 8361. �. 8333-_5 a, a, ,364 -orf' \ S ?N a, YT:{ 5 32 �E- — - -t---- j" P6331x {,; < A' I?B336'' -S328 _f--= — : ._-.r � 0 f i / I "�'' i I IJ Q p c xB362{� - ------------- ---- 8357 8356 - _� ! °° ;\Y; �.B36k ,u o- 8360 B359 1 v _T - _ I, a ------------ � -----,-------- ' N CD I ' - n C-) I I r\/IC`Tlnl` nl III nlnlri' �' t ( } a I U ' i o � i o N I I ami SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER —� SHEET WHERE DETAIL IS SHOWN PLAN - MILL CREEK PHASE 4 A :-7 7 10 11 12_ 13 1'4 1 �5 F f 7 18 19 20 21 22 23 24 II ' II r�------------,------------------ I - — - - - - ' -- ------------ ---_ ------------- -- I I S315 D-6,8 I I --- 3 1 71-1117 ;in 1"C, 3_#8,11- 8G,(TYPICAL UNO s _ , '±- + _ a PB322-��"���. s B334 - _ �,�-3 8332 X5314 03 P8320 PB321 ti s _ s 8335 B337 ' D-3 S.G,k. ICA 1�N _ al I >Ic e 318 4•e i .; �";"I t.3 t -16 18,w' 83423 S319,�„�` ,- ` - PB324 y , • >'' >. � ;t � � y F � °�;z�e`� rs� ►1 U Z Q T � n W cr5 U) Q a) cc W 0- CC j ; <J o m z J �- O _l Q 9 �- W Cc I— U W If I ~ W N �p °c IL N v0 O z0 ° d D Q c) i76 -ti n ►1 U Z Q T � n W cr5 U) Q - cc W 0- CC = Q <J m z J �- O _l Q 9 �- W Cc I— U W If I ~ ¢ U W W I1 11 u_ - it e i II ' n' ss i) Q t4 SHEET NO. * NO.E8339 23/10 ❑ OF �9 .n sr c.. r - :'o S2 N c rn cr„ rr. z o 1 0 ( T T' R301 0 4 ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND 10 IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER SEE DETAIL B DT -4 1-197CONDUIT RUN WITH — •E -- CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING X (---,FLOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH ------ --- CONTROL PANEL CONTROL PANEL SCALE: 1" = 20' yy VIE a) z u-�I z EXISTING o II ;. � � c OLIJ BUILDING ip o ------------- - +EXISTIN cv BUILDI G Ta P+0_ T co_ Lu cy) _ _� -----;7�----- --- a LlX 771 cu =(lir/ ` ✓ yV� i ii ,' t 4i 1 '`-✓iii "-....1.�. \ .. , J.. a. ! P. `^ ? - _, t, 03 - -, ,�:�. � ,,�, � -rte'-- •---� '� , P6309 \ - . = r- � =n:. - - 1f v 1 5 P PB310 e ;> �. - ;�,.�, PB307. K.I.. �="-_ F' ti - = - s cr 13306 Ll . P6305 1 � �'�, k,,:.�, 5 , l t ti � r b T � r. , v' ji r .t 1 1 yCtY ?gyp - .>TC l 4 3.� CO 1 t= 2 c:CO O� -------------------------------------------� I I c L E G E N I D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL --\ DECORATIVE RIVER ROCK BOULDE,, TYPICAL WATERWAY PERIMETER TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS EXISTING BUILDI -G 40 3 l SECTION DESIGNATION: SECTION LETTER A -------- -- 2 SHEET WHERE SECTION IS SHOWN DETAIL LETTER SHEET WHERE DETAIL IS SHOWN N 1 Li CU u- 32 - U, ro>�,� If •0) W 1 1 - XrST.--UNLTNE - CANAL- -- _ cnW o .� co _IS D-31,33,35 00 ®` 'j t✓ 1 '� C4 �''., " {; `;x III��,�`W°I`.t`„-ym`.`, � ;:�s' �`•� ,,tS1 47--W�,�r-,=, �J�ri• l] P8336r. B333 R312 }t « �yF-�..t; _ . _ . _ •__ . _ _` _--- _ -- - - - - -- Y F 12,14 ] ' . - - - _ _-� F-8,10,12,14 --- Iv. O 71 71 -Q PLAN — MILL CREEK PHASE 4 A E-8 13 14 1!5 t. 18 1 z a) LL N O ---�- _- I 1 / I 1 m S C o r�Y _ ---- I ¢ o CO z CD -------------------------------- - - — - - - - ° r _- _ �I 3 m m r ' ° � o a° i>r v o --- I 1 ui --- — - - - -- ; ;" I i i (o ---- -- 3 31 Ll Q qz J a' W y 1 C, 3-#8, 1-#8G,(TYPICAL UNO) LL If ------_____-- - =- -- - - - I Cn Q WW W O O F-13,15 - -20 2 24 - - >. �£ __ - _- --------� Y Q W P -IC301 - - - - - _- -... ! 0 1 Q W F-15 _ P6322 ' m Z Q -- -- - - - n 7 _ R307 , +� LJJ X\x �PB32�0�:�fPB321 c U W ---- -y r I I 11 I 11 kk� n 4A �& °tt - ��'� .`ria li PB325, iF: �.` _ R308 P6324 O� , \ \ YOESS/ l� L t j ( NO.E8339 SHEET NO. Renew on 9/23/10 GPS' �Q 10 9� ECTR� � QF CA1-� OF 19 23 24 29 30 N 0 C- u: (1, PANEL _�_ (POWER ) BUS AMPS ___ 225_____ MFR. _C -H OR EQ _____ LOC. _PEDESTAL MTG. PANELMAIN AMPS_MLO -- PHASE _3_ WIRES 4 _ VOLTS 120/208 SEE 1 -LINE BOTTOM 10K -.... FEEDER ---------------- AT --------- AIC RATING-____-- DESCRIPTION VOLT-AMPS OUTLETS BKR. R BUS CONNECTION IR BKR. OUTLETS VOLT -AMPS DESCRIPTION A B I C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B 1 C RECEPTACLE R201 1500 28500 __VA. __9500__VA. PHASE B TOTAL: __9500_ -VA. PHASE B TOTAL: 1 B 20'1 TOTAL: __ 8 1 __ 23500 __VA. TOTAL DEMAND AMPS = 2 4 6 8 10 12 14 16 18 20 22 24 8 30 1 I I 2000 AE ATOR A 01 RECEPTACLE R202 / 1500 8 1 20 1 10,000 A.I.C. 400 20 1 81 3 8 2 - 2000 - RECEPTACLE R203 PANEL F = 15,150 VA 1500 1 1 3 20 1 8' S 7 450 = 29,500 VA BOLLARD 8206-212 RECEPT CLE R2 4 1500 625 5 1 p 1 8 7 8 11201 I — — 11 RECEPTACLE F201 1500 BOLLARD 8213-223 STANDARD S207-211 625 1 20 1 8 —� i 8 1 20 1 1500 RECEPTACLE R211 RECEPTACLE R212 ---- 1500 450 1 = 20 000 VA , 20 1 8 11 ; 8 1 20 1 1500 RECEPTACLE R210 ----- ---- RECE TACLE 207 -- 500 -- --- - -- 1 - p 1 8 13 ` g 2p 1 1500 FOUNTAIN F203 RECEPTACLE R208 1500 20 1 1 11 20 1 8 15 8 2 - TOTAL 1500 - RECEPTACLE R209 900 LIGHTING 1500 7 1 20 1 8 17 8 1 20 1 PHOTOCELL (TYPICAL) 1500 FOUNTAIN F202 SPARE - I I SPARE STANDARD S217-224 i I 42A I 900 20 1 _ 19 _ 1 20 8 - SPARE SPARE - -------------------------- SPARE 20 1 - 2��_ - 11201 - SPARE SPARE - 1 20 - 20 1 - 23 12 1 20 1 - 8 1 - -- 20 - 1 —-2 --- -- 1500 - ----- ----- RECEPTACLE R206 1 20 1 1500 RECEPTACLE 05 500 CONTACTORS (3) 2� 26 27 28 29 30 31 32 33 34 3—i 36 37 X38 3_i 40 41 �1 X142 PANEL _F_ ( LIGHTING ) 4500 4500 4500 COLUMN TOTALS WIR BUS CONNECTION COLUMN TOTALS150001.500015004__ BKR. OUTLETS BUS LOADING DESCRIPTION A, DEMAND CALCULATION C PHASE VOLT -AMPS: PHASE TOTAL AMPS: MISC AMP PHASE A TOTAL: PHASE A TOTAL: 70 A. TOTAL CONNECTED VOLT -AMPS 28500 __VA. __9500__VA. PHASE B TOTAL: __9500_ -VA. PHASE B TOTAL: LONG CONTINUOUS LOADING (LCL) AT 25% B PHASE C TOTAL: __9500__VA. PHASE C TOTAL: __ 79�_A. TOTAL DEMAND __ 23500 __VA. TOTAL DEMAND AMPS = 29500 VOLT-AMPS = _ 208 _ PANEL VOLTAGE _ ,F3 = _ 82_ AMPS I I PANEL _F_ ( LIGHTING ) BUS AMPS 125 ----- MFR. __C=H OR EQ LOC. _PEDESTAL ------ MTG. _PANEL MLO MAIN AMPS_________ PHASE _3_ WIRES 4 VOLTS _20/200 FEEDER _SEE 1 -LINE -----_- AT _ BOTTOM ------ AIC RATING 10K--___- DESCRIPTION VOLT-AMPS OUTLETS BKR. WIR BUS CONNECTION IR BKR. OUTLETS VOLT -AMPS DESCRIPTION A, B C LTG REC MISC AMP P AWG AWG P AMP MISC REC LTG A B C STANDARD S201-206 750 � � 6 I I ' 2011 I I 8 1 I I / �2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 8 1 20 CALCULATION 10,000 A.I.C. 400 7 450 )10OA/3P BOLLARD B201-205 STANDARD S201-206 750 I i 6 PANEL F = 15,150 VA 20 1 8 3 8 1.201 7 450 = 29,500 VA BOLLARD 8206-212 STANDARD S207-211 625 5 20 1 8 5 8 11201 I — — 11 720 BOLLARD 8213-223 STANDARD S207-211 625 24 i 5 = 44,650 VA 20 1 8 7 8 11201 7 450 FUTURE = 20 000 VA , BOLLARD B224-29,37 STANDARD S212-16,23 I 750 6 20 1 8 9 8 1 20 9 I 600 BOLLARD B230-37,38,3 STANDARD S212-16,23 750 6 20 1 8 11 121 20 1 I ' CKTS. 2,4,6,8,10MILL TOTAL 500 LIGHT CONTACTORS (3) STANDARD S217-224 900 LIGHTING 7 i 20 1 8 13 15 17 - 1 20 PHOTOCELL (TYPICAL) PANEL CLOCK (TYPICAL) I I I SPARE STANDARD S217-224 i I 42A I 900 82A 7 20 1 8 - 1120, -------------------------- SPARE SPARE I - 20 1 - - 1 20 ' L----------------------------------------------------------------------------------------- SPARE SPARE - 20 1 - 19 21 - 1 20 SINGLE LINE DIAGRAM 208 VOLT A SPARE SPARE - PHASE 5A E-10 20 1 - - 1 20 SPARE SPARE 4 5 6 7 & fib - 12 i3 "4 18 2t 20 1 - 23 _ 1 20 SPARE 25 27 29 31 33 35 37 I F-39 41 2275 24001375 COLUMN TOTALS COLUMN TOTALS 900 1050 1220 BUS LOADING DEMAND CALCULATION PHASE VOLT -AMPS: PHASE TOTAL AMPS: PHASE A TOTAL: 3175 -VA. PHASE A TOTAL: 35 -------A' PHASE B TOTAL: 3450 _Vq, PHASE B TOTAL: PHASE C TOTAL: __295 _VA. PHASE C TOTAL: __ 30-_A. TOTAL CONNECTED VOLT -AMPS 9200 ___VA. LONG CONTINUOUS LOADING (LCL) AT 25% 3000 ___VA. TOTAL DEMAND __ 12200 --VA. TOTAL DEMAND AMPS = _12200__ VOLT -AMPS = _ 208 _ PANEL VOLTAGE - ,F _ --L4- AMPS --------------------------------------------------------------------------------------------------------- FEEDER DESTINATION, SEE BID ALTERNATE 1 PG&E RISER POLE O) 20OA/2P I I 120/208V 3PH 4W — — — — — —------------, ' MI I r---------------------- FUTURE --------- I SWITCHBOARD MP -5A ' OUTDOOR ENCLOSURE i � SV SEE C/W SCHEDULE I I I Lf J 201 SHEET E-14 POLE RISER - OVERHEAD TO r--------------------- — — — — -----------------------------------------) I I I UNDERGROUND LIGHTING CONTACTOR PULL SECTION I --------------------------------------------------------------------I GROUND CONNECTION � � o+ro !E C) !Q I I ' I I CT`S/ METERING BY PG&E I I T I I I I I / I I I ' I 120/208 VOLT 4 WIRE 3 PHASE I I I CALCULATION 10,000 A.I.C. 400 I ' AMP BUS I I I I I ' I ) 20OA/3P )10OA/3P I I 150A/3P N G (TYPICAL) I i L -------- PANEL F = 15,150 VA SEE C/W SCHEDULE -------------- J NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ALL INTERFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE COMPANY'S CONSTRUCTION REPRESENTATIVE. 2. THIS DESIGN CANNOT CONFIRM MANY ASPECTS OF CONSTRUCTION INSTALLATION, AND RELIES ON THE CONTRACTOR'S JOBSITE VERIFICATION, PROJECT RESEARCH, AND SAFETY PRACTICES TO INSURE THE APPROPRIATE TIE—IN IS PERFORMED. CONTRACTOR SHALL USE ALL APPLICABLE INDUSTRY STANDARD SAFETY PRECAUTIONS AND PRACTICES, INCLUDING THE CITY'S APPROVED JOB SAFETY PLAN, TO VERIFY LINE TIE—IN SUITABILITY PRIOR TO COMMENCING CONSTRUCTION. 3. ALL CIRCUIT BREAKERS FOR RECEPTACLES SHALL BE GFI. REFER TO SYMBOL �_ AT PANEL SCHEDULE. 4. SEE DETAIL DT 4 FOR GROUND WELL. 5. SPLICE BOXES TO BE PER rES-8 CAL TRANS STANDARDS, SEE DETAIL -4 BID ALTERNATE NOTES: BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. 6'-0„ 6„ FULLY HINGED COVER DOORS WITH SEPERATE REMOVABLE PANEL IN CABINET UNDERGROL PULL SECTION HEAVY DUTY LOCKABLE DOOR HANDLES TOP VIEW n II MAI N DISCONNECT LOAD CENTER AND CONTROLS NCHORAGE PER UODE REQUIREMENTS F-1 F� F-1 F-1 I I I I I - - - - - - - - - - - ------ - - - - - - -++----- I I I I I I I I -- I I I I I I I I I I I I I I I I 6X6 WWF, ; ; FOUNDATION SLAB INCOMING PG&E--- CENTERED CONDUITS TO CONDUITS) I I f 1 1 I I I I LIGHTS, BOLLARDS & OUTLETS FRONT \��;�— ��_�=____====�7,---=7,, SWITCHBOARD MP -5A B MILL CREEK PHASE 5A E-10 L E G E N D F FEEDER DESTINATION, SEE 110 SCHEDULE O) 20OA/2P THERMAL MAGNETIC CIRCUIT o BREAKER — — — — — —------------, f""" 1 TRANSFORMER r---------------------- FUTURE --------- I I I UNIT. NEMA SIZE 1 !j�C5-1 -I . CONTACTOR, SIZE AND NUMBER Lf J I 1#6 B.C. I = I i POLE RISER - OVERHEAD TO P UNDERGROUND I I N G LIGHTING CONTACTOR cr PANEL GROUND BUS (G) TO ROD I GROUND CONNECTION � � o+ro !E C) !Q I UW , I I T 30 AMP 6 POLE J I I MP5A-LOAD CALCULATION z 201 (TYPICAL) I i PANEL F = 15,150 VA SEE C/W SCHEDULE CKT. L- — — — — — — — — — — — — — — -� i PANEL D = 29,500 VA SHEET E-14Llj I 12 CKT I — — i I 24 i TOTAL = 44,650 VA I , I M I ' I ICKTS. F C PC CKTS. 1 5,913F-"",Iq-nME 3 5 7 ' 1, , , I I FUTURE = 20 000 VA , I I I p M I 1 i I C PC TC CKTS. 3,7,11,15 CKTS. 11,13,15,17PANEL L - - - J ' C PC CKTS. 2,4,6,8,10 I ' CKTS. 2,4,6,8,10MILL TOTAL = 64,650 VA (184 AMPS) HOUSE ; LIGHTING POWER i PANEL (FUT.) i I PANEL PHOTOCELL (TYPICAL) PANEL CLOCK (TYPICAL) I I I 60A , i I 42A I 82A I I FUTURE , ; i I SEE PANEL -------------------------- SCHEDULES I L--------------------------------------------------------� I ' L----------------------------------------------------------------------------------------- BID ALTERNATE 1 SINGLE LINE DIAGRAM 208 VOLT A MILL CREEK PHASE 5A E-10 4 5 6 7 & fib 1? 12 i3 "4 18 2t 6'-0„ 6„ FULLY HINGED COVER DOORS WITH SEPERATE REMOVABLE PANEL IN CABINET UNDERGROL PULL SECTION HEAVY DUTY LOCKABLE DOOR HANDLES TOP VIEW n II MAI N DISCONNECT LOAD CENTER AND CONTROLS NCHORAGE PER UODE REQUIREMENTS F-1 F� F-1 F-1 I I I I I - - - - - - - - - - - ------ - - - - - - -++----- I I I I I I I I -- I I I I I I I I I I I I I I I I 6X6 WWF, ; ; FOUNDATION SLAB INCOMING PG&E--- CENTERED CONDUITS TO CONDUITS) I I f 1 1 I I I I LIGHTS, BOLLARDS & OUTLETS FRONT \��;�— ��_�=____====�7,---=7,, SWITCHBOARD MP -5A B MILL CREEK PHASE 5A E-10 L E G E N D F FEEDER DESTINATION, SEE 110 SCHEDULE O) 20OA/2P THERMAL MAGNETIC CIRCUIT o BREAKER ELECTRIC METER f""" 1 TRANSFORMER 5-1 I MOTOR STARTER, COMBINATION L UNIT. NEMA SIZE 1 !j�C5-1 -I . CONTACTOR, SIZE AND NUMBER Lf J OF POLES AS NOTED i POLE RISER - OVERHEAD TO i UNDERGROUND m !Q oo N G PANEL NEUTRAL BUS (N) cr PANEL GROUND BUS (G) a � GROUND CONNECTION 'VOESS/p�,, L Lu * NO.E8339 enew on 9/23/10 F`2ECTR \OF CAL\F 7 L)oF 29 40 700 Imo,' SHEET NO. �El � O OF 19 IN d m` v U T. o� ii M � {o rno O Z L � [L L LL 07 Y < I W o Q � W Iu- NI " N O m !Q oo I rn cr co a � ao a r � � o+ro !E C) !Q z UW a o� -J T 40 700 Imo,' SHEET NO. �El � O OF 19 I ii L {o O Z O W [L CV LL 07 Y < I W 0- Q � W Iu- NI " N O m !Q oo I o cr co O 0 a p o;� Q C) o+ro !E C) !Q z 40 700 Imo,' SHEET NO. �El � O OF 19 Q � o > O Z O W [L CV LL 07 Y < I W 0- Q � Q Q m W Q J 0 O �- W z UW Cc -J U J J z 40 700 Imo,' SHEET NO. �El � O OF 19 r' g ,2- H I)- \ _ co C� W U a 0 ro L U T_ U o CID "S" STREET Cp ! ! 1 I \ u- ■ ------------------- I �� I 11 � -------------------�---E----- m i, I -----------: l G I ''; I C r - I I I I // �� ■ � .� / �■ I N N I � I I I ( I i fv I I I I; N s# / I CA I I \l0+00 E 1/ i m L—. ■ ■_ I ' i ; , ; I I I i+ I I I 11 I Si � i � �� I II IQ I c ` \ 0 •� `\\C21 \ 11 +00 E now— SCALE: 1" = 20' 0 10 20 40 80 I � , , , , , , , , , , , , , , , , , , , , , , , m 1f PB229 t= t, I E E-0- ----------------- a i a Y "R" STREET R ■ ■ R201 8201 �-� ��` '�F..201►- � .r/\ M � \• O��"�� � \ �\\y A t spa �` D , 6 .911 ', a �, .:> � r • \ PB+202 �-� !�4 b . , ij� .Iia -;, _ ; I�,: � �♦ ---- -------------- P 24-" -------------PB203 1 , ♦♦♦ • , s 161 40 , I, l ■� ■■' t ,� PB2' iN'a r� ,,, I■ < N t.I �■ I I °F- 3,15 PB22' 1-01' ■ _ ® _ .�_ _ _ R207 'co 44 IX ■ I S ��, i , �C p A ! i i .. CCFiii^d^d^i f 1 "UR a ' ♦ ■ ,■ M ■cu■ ;.a,; .■ ...� ■cin■�` /� ' N o -1 I. 1 � I .sw/`, i I o o Iry I �, � ■ 12+00 E � i�J j j i i -r7�C i t N .. i ■ m i I �•, < ; ; a ■ I iCri � � � I Nr. ■ ■ ■_ I Ij� I IV� i i � I ; � ■ OCo 1 ■ N' I \1 1 ; I �■ u W Irn r" r �wh ■ ■ I ' 1 I ; ��Oc�j s I a > �■ I TI I I i i -O i i N ■� I 1 i i UD i i N cn rQ ; i CP �mcNn I1 07 <-T1 I � I , � 1 ■ II II N N I I■ i ■ I � —i ■ I� -pl m � i W it � I ■ ■ I N I , i i� I -D I■ Go ■ lv�I i i it � I ■_ 1 CO ❑W I i i � �■ 1 iI �' � \ Iii � � O�oNpo � > < SE■•- C/) ■ 1 INOI i ' i 1��1 ■ ha l i te N ' i i i i I II ■ ■ l I I C� O W j I I I ■ I;1 I m i fV i t ' 1 ■ 13+00 I I I ii I i t I j) ■ --■—�I Iv LLLJ cu Col w l N ;i 1 i ■ ® 00 i II - i I 1 ■ vJ� p 11 ■ --------------- a ------------'- 1 Z I i N I ■ ---------------a'-------------- �- ----' I"- l i O I i , ■� m I II I jl� ■ I rycn ■ z7 ! ; I l ; c� cn I rn■ ■ I �( i �I ■ 'IS" STREET■ - r iA < I� �I ■ II ;i I I ■ MATCH -- SEE AJACENT TOP 10 1 z 204 A {` ---e> R202 ° \7 ;rh® z ..- �, ♦ O 1-6 P6205Q O + o O !! co PB206 { +00 E �♦ - -,� x t ; v !!! PB2+3, EXISTING, OV. POLE TO BE RELOCATED 14� BY PG&E I} I1 of I' LOCATION PLAN -MILL CREEK PHASE 5A� E-11 12 13 1'4 1 `5 'g 1 ITEMS OF CONSTRUCTION L E G E N D INFORMATIONAL ITEMS (NOT A S112LIGHT STANDARD WITH PART OF THIS CONTRACT) IDENTIFICATION NUMBER 6108 LIGHTED BOLLARD WITH PERIMETER WALL x IDENTIFICATION NUMBER PB -1 05 i;, r` ._.x SPLICE BOX WITH SIZE AND �''�°"� `'� , WATERWAY 5 IDENTIFICATION NUMBER PERIMETER R102 110V DUPLEX OUTLET WITH DECORATIVE RIVER ROCK �-� IDENTIFICATION NUMBER y..11 BOULDER GROUPING, P SEE DETAIL DT 4 TYPICAL TOP OF CHANN CONDUIT RUN WITH SLOPE RATE AT LOW WATER CHANNEL' — •E CONDUIT SCHEDULE TAG HORIZONTAL TO VERTICAL N AND SIDESLOPES CONDUIT APPLICATION TOE OF CHANN DESIGNATIONS: C - COMMUNICATION L - LIGHTING X r --FLOATING P - POWER AERATOR S - SPARE - _ - FLOATING AERATOR WITH - c - - CONTROL PANEL CONTROL PANEL 1110 PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS R203 s �! , 47 SWITCHBOARD MP -5A U -L, AERAT 1PH 3HP BID ALTERNATE NOTES BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FORBID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. SECTION DESIGNATION SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 DETAIL DESIGNATION: DETAIL LETTER A SHEET WHERE DETAIL IS SHOWN 2 BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. ON !® TRAFFIC SIGNAL ME (REFER TO TRAFFIC SIGNAL PLANS) i � I 1 I , II I II Il I F-- I I W II I I i o 1 z I i cr ' I r O d - I I— i T 12+031 E.�— a'_aa I- \.�! 1 r \ Y/z�' xO b R204.. Maa'x ill s' I y ' ,I j > 1 1 2 ry.iv co... e 0 Lo ►' \ O ! O {r cW L01L_s - ;= _ ?zsmom 1 3 T i ESS/ Lij- Q -17 i >1' , �' ` NO.E8339 Renew on 9/23/10 \� -CH— I I . OF CAL �F i�. ;' lade 24 = 29 30 co C� W U a 0 ro L U T_ U o CID "S" STREET Cp ! ! 1 I cu °' u- ■ ------------------- I �� I 11 � -------------------�---E----- m i, I -----------: l G I ''; I C r - I I I I // �� ■ � .� / �■ I N N I � I I I ( I i fv I I I I; N s# r'3 / ■ N� w I CA I I , 1 I ti i m L—. ■ ■_ I ' i ; , ; I I I i+ I I I 11 I Si � i � �� I II IQ I LOCATION PLAN -MILL CREEK PHASE 5A� E-11 12 13 1'4 1 `5 'g 1 ITEMS OF CONSTRUCTION L E G E N D INFORMATIONAL ITEMS (NOT A S112LIGHT STANDARD WITH PART OF THIS CONTRACT) IDENTIFICATION NUMBER 6108 LIGHTED BOLLARD WITH PERIMETER WALL x IDENTIFICATION NUMBER PB -1 05 i;, r` ._.x SPLICE BOX WITH SIZE AND �''�°"� `'� , WATERWAY 5 IDENTIFICATION NUMBER PERIMETER R102 110V DUPLEX OUTLET WITH DECORATIVE RIVER ROCK �-� IDENTIFICATION NUMBER y..11 BOULDER GROUPING, P SEE DETAIL DT 4 TYPICAL TOP OF CHANN CONDUIT RUN WITH SLOPE RATE AT LOW WATER CHANNEL' — •E CONDUIT SCHEDULE TAG HORIZONTAL TO VERTICAL N AND SIDESLOPES CONDUIT APPLICATION TOE OF CHANN DESIGNATIONS: C - COMMUNICATION L - LIGHTING X r --FLOATING P - POWER AERATOR S - SPARE - _ - FLOATING AERATOR WITH - c - - CONTROL PANEL CONTROL PANEL 1110 PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS R203 s �! , 47 SWITCHBOARD MP -5A U -L, AERAT 1PH 3HP BID ALTERNATE NOTES BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FORBID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. SECTION DESIGNATION SECTION LETTER SHEET WHERE SECTION IS SHOWN 2 DETAIL DESIGNATION: DETAIL LETTER A SHEET WHERE DETAIL IS SHOWN 2 BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. ON !® TRAFFIC SIGNAL ME (REFER TO TRAFFIC SIGNAL PLANS) i � I 1 I , II I II Il I F-- I I W II I I i o 1 z I i cr ' I r O d - I I— i T 12+031 E.�— a'_aa I- \.�! 1 r \ Y/z�' xO b R204.. Maa'x ill s' I y ' ,I j > 1 1 2 ry.iv co... e 0 Lo ►' \ O ! O {r cW L01L_s - ;= _ ?zsmom 1 3 T i ESS/ Lij- Q -17 i >1' , �' ` NO.E8339 Renew on 9/23/10 \� -CH— I I . OF CAL �F i�. ;' lade 24 = 29 30 ID is z I rr J U N ON o � S ❑ { C p :U U O ( m .3 ¢ o z m f a o 'Q old °'`° L VJ T 0- W z LL v o_ U) CE Q Q U [n W LL _z JJ O U WCC W [-- 0 CC U U W _J W v� ,4 a� `3 'moi �n Ilzt.I �.1 SHEET NO. OF 19 i co C� W U a 0 ro L U T_ U o CID cco cp M CO Cp cu °' u- � m W_o m co i '0 1 c ' 0(0 uj c CD , i m , a i IQ I� 0 ID is z I rr J U N ON o � S ❑ { C p :U U O ( m .3 ¢ o z m f a o 'Q old °'`° L VJ T 0- W z LL v o_ U) CE Q Q U [n W LL _z JJ O U WCC W [-- 0 CC U U W _J W v� ,4 a� `3 'moi �n Ilzt.I �.1 SHEET NO. OF 19 i 0� c- r - (r ull M N SCALE: 1" = 20' "P" gTPFFT � GG7N ;I stn I °fC � I I• I N I If Tl I 000 i c7 I� I i "S" STREET c .I. m IN up m IInm m m m® ® m m m j MATCH - SEE AJACENT TOP I I. 1 LK ---------------- LIGHTING PLAN - MILL CREEK PHASE 5A ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND 0 IDENTIFICATION NUMBER 8102 11 OV DUPLEX OUTLET WITH IDENTIFICATION NUMBER 3 SEE DETAIL B � DT -4 CONDUIT RUN WITH -E --' CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING OATING P - POWER :RATOR S - SPARE FLOATING AERATOR WITH �J CONTROL PANEL r n r- K i r -N INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL ---\ WATERWAY f` PERIMETER DECORATIVE RIVER ROCK —� BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE PATE AT _- LOW WATER CHANNEL HORIZONTAL TOVERTICAL vi AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS BID ALTERNATE NOTES: SECTION DESIGNATION: SECTION LETTER -- A 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER A 2 SHEET WHERE DETAIL IS SHOWN BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. 4 5 6 7 $ 10 11 12 1'3 14 115 16 N {� W I� • I� ,o 2 co _U TT � U T oCc COM �(0 nL, (0W N c/5 U- c �.ccu m W o U�' Y m C00 00 IL I cp o r •'vi c 0 0 Iz T m Q ,z 0 a U N Q c 0 40, _'00 (o ESS/p�,,, - 0 * NO.E8339 * -' Renew on 9/23/10 SHEET NO. \�9TFF�ECTR\GPO���� OF �. I • '19 L I) 0 -, - � W Z j Q c l < _j 0c LL N NO m Q o o0 0 o o co m �m om �m�i r a 6 EQ C) �u UO .C) 40, _'00 (o ESS/p�,,, - 0 * NO.E8339 * -' Renew on 9/23/10 SHEET NO. \�9TFF�ECTR\GPO���� OF �. I • '19 L I) 0 _ � W Un- Q c l < _j 0c V 0aW LI_Z •-�- 0 ..J_ L� f_ .3�V W _J U W pc U J_ G 40, _'00 (o ESS/p�,,, - 0 * NO.E8339 * -' Renew on 9/23/10 SHEET NO. \�9TFF�ECTR\GPO���� OF �. I • '19 SCALE: 1" = 20' 0 10 20 I I� i "RI' STREET p 01 90 �ti N1 ■ a,I ■ PE I� N, Mal 1;I i '" >t 4 ti psi ir''`, W ■ 0 ftl W,s%°''SUR `" k % 411 ' � I c , ■ I11:��71 � I (D I i 1 I co I } I a 7� ■c I I I ■-`-�� I I I ; I N IT ■ N I I rm � I I< ■ I i 1 �10 i I i C4 0 I co i l ■ G7 I N 1 � ; , ■ � 1 -P I I � I ■ II al I 0 ■ c7 I I i _ ■ F- I r➢ ■ O !I I N iI I j1 I m ,3 ..�, g I I I 1 > i coND i ~ CA Lu CI ' = I -_-_______________. r ■-n �' 1 C. ■m 1 "S" STREET ■ <� ITEMS OF CONSTRUCTION POWER PLAN - MILL CREEK PHASE 5A A E-1 in 11 INFORMATIONAL ITEMS (NOT A PART OF THIS CONSTRACT) PERIMETER WALL r WATERWAY PERIMETER DECORATIVE RIVER ROCK ---- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL;�� v AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS BID ALTERNATE NOTES SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER 'A 2 SHEET WHERE DETAIL IS SHOWN BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. I I I I ' W o I I Lu I 1 I 1 c 1 I I I I W I f I --o4 T- 7 "C, T!1%101 #813, ICAL Ubk I' alb A I (' i - - �� 1. R204 D-7 I I I I � I 4` 4 I of i � I Z j I' I v i ij I O ♦ s O Aft� U 1 ♦jj� 1 I I lig I .! z O I C) rr I 1 I R205' \ i „ �– i LO m ■ 1 ;,_ u i I I I I I I ' I Ll1 cr) ------------�------- 20) 21 22 23 Ln uvi ii Q vvlri I IDENTIFICATION NUMBER B1�08 LIGHTED BOLLARD WITH — M IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND Ill IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH p o U0�oolR. Aaj IDENTIFICATION NUMBER lopA SEE DETAIL B DT -4 13 ITR N WITH CONDO U --- — E --'�� CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: 0!4(W C - COMMUNICATION r L - LIGHTING FLOATING P - POWER AERATOR S - SPARE I �I n I FLOATING AERATOR WITH LO CONTROL PANEL POWER PLAN - MILL CREEK PHASE 5A A E-1 in 11 INFORMATIONAL ITEMS (NOT A PART OF THIS CONSTRACT) PERIMETER WALL r WATERWAY PERIMETER DECORATIVE RIVER ROCK ---- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL;�� v AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS BID ALTERNATE NOTES SECTION DESIGNATION: SECTION LETTER 2 SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER 'A 2 SHEET WHERE DETAIL IS SHOWN BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL BOXES CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. BID ALTERNATE 2. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. I I I I ' W o I I Lu I 1 I 1 c 1 I I I I W I f I --o4 T- 7 "C, T!1%101 #813, ICAL Ubk I' alb A I (' i - - �� 1. R204 D-7 I I I I � I 4` 4 I of i � I Z j I' I v i ij I O ♦ s O Aft� U 1 ♦jj� 1 I I lig I .! z O I C) rr I 1 I R205' \ i „ �– i LO m ■ 1 ;,_ u i I I I I I I ' I Ll1 cr) ------------�------- 20) 21 22 23 Ln 2 U • TT T U o0 CO M� — M cp � ca ✓J _ co c)) m I �1 —r p o U0�oolR. Aaj -)cr)� �0c) lopA i U� s� I S 0 U5 c o 0 -c T 0!4(W r a p` ;m I I . I �I n I I I 24 /ESS/p�,� - / L A Lo * NO.E8339 s Renew on 9/23/10 \� CTR�GPo���� OF- CA��F 7 D 29 30 - - - 2 U • TT T U o0 CO M� — M cp � ca co T LL co c)) m W c) 0 p o U0�oolR. Aaj -)cr)� �0c) lopA i U� s� I S 0 U5 c o 0 -c T 0!4(W r a p` ;m - - - ca p I6 ( ir� U W I N i I �p mp p o U0�oolR. O °C ro CI° 0!4(W r a p` q U LO W W Y LL Cr !!nn Q Wcc d. rr QQ i..l.. M z � LL O O^ 0 - LU W U U J G s- �NOE-- tow SHEET NO. OF 19 r e r a- « �c- BID ALTERNATE NUMBER ITEM NUMBER CONDUIT NUMBER VOLTAGE PHASE APPLICATION ALT. 1 1 SV201 1201208V 3 ELECT. SERVICE FEEDER 2 NUMBER 3 SIZE LENGTH SIZE LENGTH NUMBER 4 OF TYPE CABLE CONTINUATION FROM ALT. 1 - 5 L201 120 1 BOLLARDS AND STANDARDS 6 L202 120 1 BOLLARDS AND STANDARDS 7 L203 120 1 BOLLARDS 8 L204 120 1 BOLLARDS AND STANDARDS 9 L205 120 1 BOLLARDS AND STANDARDS 10 L206 120 1 BOLLARDS AND STANDARDS ALT. 2 �� 1 1 L207 120 1 BOLLARDS AND STANDARDS ALT. 1 12 1208 120 1 BOLLARDS AND STANDARDS ALT. 2 ; 13 L209: 120 1 BOLLARDS AND STANDARDS ALT. 1 14 L210 120 1 BOLLARDS AND STANDARDS 15 PB201 PB206 1 240 PVC 16 #8 AWG 1 #8 AWG THWN VIA P13202, P13203, P13204, PB205 P13206 17 1 120 PVC --- 6 #8 AWG 1 #8 AWG 18 VIA P13207, PB208 � PB209 B212 1 19 --- 2 #8 AWG 1 #8 AWG THWN ALT. 1 20 P201 120/208 3 MILL HOUSE PANEL M (FUT.) 21 P202 120/208 1 RECEPTACLES & FOUNTAIN 22 P203 120/208 1 RECEPTACLES & FOUNTAIN 23 P204 120/208 1 RECEPTACLES & FOUNTAIN ALT. 2 24 P205 120/208 1 RECEPTACLES & FOUNTAIN ALT. 1 25 P206 120/208 1 RECEPTACLES & AERATOR 26 P207 120/208 1 RECEPTACLES & AERATOR 27 P208 120 1 RECEPTACLES 28 P209 120 1 RECEPTACLES 6 29 P210, 120 1 RECEPTACLES & FOUNTAIN 30 P211 120 1 RECEPTACLES & FOUNTAIN ALT. 2 77 31 P212 , 120 1 RECEPTACLES :32 P213 120/208 1 RECEPTACLES . 33 P214 ` 120/208 1 RECEPTACLES ALT. 1 34 P215 120/208 1 RECEPTACLES &FOUNTAIN --- 6 35 1 #8 AWG THWN VIA P13227, P13217, P13218, PB219 = MP -5A 36 1 Y2 20 PVC -- 14 #8 AWG 2 #8 AWG 37 _ 38 39 40 41 42 43 44 45 46 MP -5A PANEL M 47 100 PVC 48 PB204 PB206 1 110 PVC 6 49 2 #8 AWG VIA PB205 50 51 PB202 PB204 1 52 4 #8 2 #8 AWG VIA PB203 53 MP -5A PB216 1 160 PVC 18 54 2 #8 AWG VIA P13214,F.-PB215 PB216 55 1 30 PVC 8 #8 1 #8 AWG ---56--- _ = ; PB206 PB207 1 57 6 #8 2 #8 AWG 58 PB207 PB208 1 40 PVC 4 59 2 #8 AWG PB206 60 4 80 PVC 14 #8 2 #8 AWG 61 EXISTING CANAL CROSSING CONDUIT MP -5A PB213 1 62 4 #8 1 #8 AWG` 63 PB217 PB218 1 60 PVC 6 64 2 #8 AWG' PB216 65 1 30 PVC 8 #8 2 #8 AWG 66 PB228 PB227 1 67 6 #8 1 #8 AWG' 68 PB229 PB228 1 50 PVC 2 69 1 #8 AWG PB226 70 1 60 PVC 4 #8 1 #8 AWG' 71 MP -5A PB213 1%2 72 14 #8 2 #B.AWG VIA PB230 73 74 75 CONDUIT AND WIRE SCHEDULE ---K ---� 4:- 1 Ilk,co N uj C, cj 0 cn L U_ • � T U o� rn ar'' co ZE c —0 a� rpm a) co W C 0 ^T' W U c/)� �co _U pcp T WC 0 j m a Q i j � 1 I � Q 0 o I I i t! o z Il LL1 p N O iQ gO ` O O p'ti' CO g Q N 0! N f a QU LCLo T Q W I U p =D W _W() LL CE C/) (f) < W W �_ y Cc Q Q 0° z _� � z U 1 Q W F— U � :D U Q J z 0 � U �� tow cam-- �f y a SHEET NO. 0� ` l OF 19 RUN UNDERGROUND CONDUIT ABOVE GROUND CONDUIT CONDUCTOR FOR LIGHTING AND GROUNDING NUMBER NUMBER SIZE LENGTH SIZE LENGTH NUMBER OF GROUND OF TYPE CABLE CONTINUATION FROM TO (INCHES) (FEET) TYPE (INCHES) (FEET) TYPE OF WIRES WIRE SIZE GROUNDS SIZE SPARES INSULATION REMARKS REFERENCE POLE MP -5A 5 30 PVC VERIFY SERVICE REQUIREMENTS WITH PG&E PRIOR TO START OF WORK PB201 PB206 1 240 PVC --- 5 #8 AWG 1 #8 AWG THWN VIA P13202, P13203, P13204, PB205 P13206 PB209 1 120 PVC --- 6 #8 AWG 1 #8 AWG THWN VIA P13207, PB208 � PB209 B212 1 70 PVC --- 2 #8 AWG 1 #8 AWG THWN PB206 PB213 4 80 PVC 8 #8 AWG 1 #8 AWG THWN EXISTING CANAL CROSSING CONDUIT MP -5A PB216 1 160 PVC 6 #8 AWG 1 #8 AWG THWN VIA P13214, PB215 PB213 B213 1 110 PVC 6 #8 AWG 1 #8 AWG THWN VIA PB212- P6216 PB220 1 180 PVC 6 #8 AWG 1 #8 AWG THWN VIA P13217,7 P13218, PB219 MP -5A PB218 1 Y2 160 PVC 10 #8 AWG 2 #8 AWG THWN VIA P13226, PB224 PB216 PB223 1 220 PVC --- 6 #8 AWG 1 #8 AWG THWN VIA P13227, P13217, P13218, PB219 = MP -5A PB213 1 Y2 20 PVC -- 14 #8 AWG 2 #8 AWG THWN _ MP -5A PANEL M 2 100 PVC VIA P13214, P13215, PB216 - CONDUIT ONLY FUTURE PANEL PB204 PB206 1 110 PVC 6 #8 2 #8 AWG VIA PB205 PB202 PB204 1 100 PVC 4 #8 2 #8 AWG VIA PB203 MP -5A PB216 1 160 PVC 18 #8 2 #8 AWG VIA P13214,F.-PB215 PB216 PB217 1 30 PVC 8 #8 1 #8 AWG _ = ; PB206 PB207 1 50 PVC 6 #8 2 #8 AWG PB207 PB208 1 40 PVC 4 #8 2 #8 AWG PB206 PB213 4 80 PVC 14 #8 2 #8 AWG �� EXISTING CANAL CROSSING CONDUIT MP -5A PB213 1 20 PVC 4 #8 1 #8 AWG` PB217 PB218 1 60 PVC 6 #8 2 #8 AWG' PB216 PB227 1 30 PVC 8 #8 2 #8 AWG PB228 PB227 1 40 PVC 6 #8 1 #8 AWG' PB229 PB228 1 50 PVC 2 #8 1 #8 AWG PB226 PB228 1 60 PVC 4 #8 1 #8 AWG' MP -5A PB213 1%2 20 PVC 14 #8 2 #B.AWG VIA PB230 f. ! x EE sf.4 BID ALTERNATE NOTES: BID ALTERNATE 1. INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATE 1. IF BID ALTERNATE 2 IS NOT CONSTRUCTED, PROVIDE SPARES IN THE ELECTRICAL PANELS AND INSTALL THE CONDUIT AS SPECIFIED BETWEEN THE PULL ESS/QV CONSTRUCTED WITH BID ALTERNATE 1. STUB THE CONDUIT NECESSARY FOR SEL BID ALTERNATE 2 FROM ITEMS INSTALLED WITH BID ALTERNATE 1 OUTSIDE OF THE CONSTRUCTION AREA. BID ALTERNATE 2. NO.E8339 INSTALL ALL ITEMS NECESSARY FOR BID ALTERNATES 1 & 2. PROVIDE SPARES 9 10/ on 23/ enew ew on 9 23/ IN ELECTRICAL PANELS AND CONDUIT STUBS NECESSARY FOR FUTURE ITEMS. �, F OF CALF ? 12 13 > a 1`3 1`9 20 2`1 22 2`3 24 2q �7 ---K ---� 4:- 1 Ilk,co N uj C, cj 0 cn L U_ • � T U o� rn ar'' co ZE c —0 a� rpm a) co W C 0 ^T' W U c/)� �co _U pcp T WC 0 j m a Q i j � 1 I � Q 0 o I I i t! o z Il LL1 p N O iQ gO ` O O p'ti' CO g Q N 0! N f a QU LCLo T Q W I U p =D W _W() LL CE C/) (f) < W W �_ y Cc Q Q 0° z _� � z U 1 Q W F— U � :D U Q J z 0 � U �� tow cam-- �f y a SHEET NO. 0� ` l OF 19 191 9■ ME 7t_l on :iw_ PANEL C_ (WITHIN "MP") BUS AMPS_2Q0 _ MFR. --- _SQ. D LOC. -_ OUTDOOR _..... MTG. PEDESTAL__ MAIN AMPS- 200Al2P __ PHASE__ WIRES_ 3 _ VOLTS __ 12V_2N-__ FEEDER SEE 1 _LINE DIAGRAMAT TOP__ AIC RATING 10K DESCRIPTION VOLT -AMPS OUTLETS BKR. WIRE BUS CONNECTION WIRE BKR. OUTLETS VOLT -AMPS DESCRIPTION A B LTG REC MISC AMP P I AWG AWG P AMP MISC REC LTG A B BOLLARDS 108-113 400 � � O T 6 �ro 6 Q !ii 20 1 8 1 Q 2 4 6 8 10 14 16 18 8 1 20 W z 4 500 z_ STANDARD 101-104 BOLLARDS 101-107 460 7 I_ 20 1 8 3 8 1 20 4 to 500 STANDARD 101-104 BOLLARDS 117-123 460 1 300 71 J_ 20 1 8 5 8 111201 1 3 400 STANDARD 105-107 BOLLARDS 114-116,124 3 120.1 8 8 1 201 3 400 STANDARD 105-107 SPARE - 20 1 - 9 - 1 20 - SPARE SPARE - 20 1 - 1112 — 1 20 — SPARE RECEPTACLE R101 1800 1 20 1 8 13 8 1 20 1 1800 RECEPTACLE R104 RECEPTACLE R102 1800 1 120 1 81� 8 1 20 1 1800 RECEPTACLE R105 IRRIG. CONTROLLER IC101 500 1 20 1 12 1 8 11,20 1 1 1 1800 RECEPTACLE R106 RECEPTACLE R103 1800 1 20.1. 8 19 20 8 1 20 1 500 POWER CONTACTOR LIGHT CONTACTORS 500 1 20 1 12 21 22 �24 26 28 30 32 36 38 40 8 \,401 1 2000 AERATION FOUNTAIN SPARE - 20 1 - 23 8 2 2000 - SPARE - 20 1 -2—f - BLANK SPARE - 20 1 - I 27 - BLANK SPARE - 20 1 -2.i - BLANK SPARE - 20 1 - 31 - BLANK SPARE - 20 1 _ 3334 - BLANK SPARE - 1 120 ,1, - 35 - BLANK SPARE - 20 1 - 37 - BLANK SPARE - 20 1 - 39 - BLANK COLUMN TOTALS 3660 4360 6500 5200 COLUMN TOTALS LOAD DATA BY PHASE DEMAND CALCULATIONS PHASE A VOLT -AMPS: --- -10160 VA 85____AMPS PHASE B VOLT -AMPS: ___9560_VA 79 ___,_AMPS TOTAL CONNECTED VOLT -AMPS: 19720 --VA. 19720 TOTAL CONNECTED VA: __VA. LONG CONTINUOUS LOADS LCL AT 25% (LCL) 1000 ---VA. TOTAL DEMAND LOAD: 20720__VA. TOTAL DEMAND AMPS = 20720__ VOLT -AMPS = PHASE VOLTAGE _ 24Q__ VOLTS = __86__ AMPS L E G E N D F FEEDER DESTINATION, SEE 110 SCHEDULE O) 20OA/2P THERMAL MAGNETIC CIRCUIT o BREAKER OELECTRIC METER N o U TRANSFORMER rl, MOTOR STARTER, COMBINATION I UNIT. NEMA SIZE 1 rno CONTACTSIZE ND NUMBER E fi ESAS NOTED DR, OF PO FU' i N SEI (D POLE RISER - OVERHEAD TO i UNDERGROUND W N G PANEL NEUTRAL BUS (N) o PANEL GROUND BUS (G) O cc c' ,Q O -- C.6 GROUND CONNECTION NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION. ALL EXISTING PG&E TRANSFORMER INTERFERENCES SHALL BE BROUGHT TO THE ATTENTION OF THE COMPANY'S POLE MOUNTED CONSTRUCTION REPRESENTATIVE. 12KV-120/24OV, 3 WIRE, 1 PHASE 2. THIS DESIGN CANNOT CONFIRM MANY ASPECTS OF CONSTRUCTION INSTALLATION 6'-0" 6" NTS ' I I --6X6 WWF, � � � � ; �--FOUNDATION SLAB AND RELIES ON THE CONTRACTOR'S JOBSITE VERIFICATION, PROJECT RESEARCH, AND INCOMING SERVICE— ­"I � CENTERED CONDUITS TO SAFETY PRACTICES TO INSURE THE APPROPRIATE TIE—IN IS PERFORMED. CONDUIT ! I CONTRACTOR SHALL USE ALL APPLICABLE INDUSTRY STANDARD SAFETY , I , , , i i LIGHTS, BOLLARDS PRECAUTIONS AND PRACTICES, INCLUDING THE CITY'S APPROVED JOB SAFETY PLAN, ; I, i��` &OUTLETS TO VERIFY LINE TIE—IN SUITABILITY PRIOR TO COMMENCING CONSTRUCTION. ---- CONDUIT TO ------------------------- --\--------------- -� 7� 3 ALL CIRCUIT BREAKERS FOR RECEPTACLES SHALL BE GFI ' RISER ( BY PG&E) FRONT--------------- 71 i 4. SEE DETAIL DT 4 FOR GROUND WELL. METER PEDESTAL 'MP' METER PEDESTAL "MP"(13 ES -8 (WITH PANEL C) 5. SPLICE BOXES TO BE PER CAL TRANS STANDARDS, SEE DETAIL DT -4 (1) 3" PVC COND (CABLE BY PG&E) S1 MILL CREEK PHASE 5 B E-15 UNDERGROUND PULL SECTION _ j F--------------------------------------------------------------------------------------------------------------------� 1 I 1 M METER BY PG&E 1 I 20OA/2P I I 1 I I 1 120/240 VOLT 3 WIRE 1 PHASE 200 AMP BUS AIC = 10,000 1 I 1 21 1 3 5 7 2 8 4 6 20 13 15 19 14 16 18 I N ) 20/1 ) 40A/2P ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 ) 20/1 I I G GFI GFI GFI GFI GFI GFI 1 1# 6 B.C. TO ROD I CONTACTOR 30 AMP _ r-----1 r- - - - - - - - - - - - - ---- --i E-- ---- ---- -� r - ----- ---� r------- ---- ---------- ---- ------ I 6 POLE TYPICAL OF 4 � 1 FOR FEEDER INFORMATION SEE I I ) I I ( I I I I 1 I I SCHEDULE ON SHEET E-19 I I I (TYPICAL) I I I I C I I C I I C I I C I i ICI L -----J L- ----- ----- - - - - ----- -- J L - ----- ---1 ------- -------------- ------------� I IRRIGATION I PC E--- — — — — — — — — -----------� TC �---- ---- --� PC r- — — — — ------I TC r -- ---- ---- ---- ---- ---- --- CONTROLLER 1 IC101 I ( ♦ i ♦ i i i I PC I i i j j. i i 1 H 1 L--- H I I I H I p p I ------� 1 �� �� �� �� I I �� i� I p 1 � �� I A I 3 I A I I H 1 1 LAMP STANDARD 1 A I 1 LAMP/ STANDARD I 1 P I BOLLARDS (24) 1 0 I / _ I I AERATION L — — J 1 A i STANDARDS (7) ( i R101 - R106 RECEPTACLES (6) FOUNTAIN L --- J L _ _ J A101 SINGLE LINE DIAGRAM rA� MILL CREEK PHASE 513 2 4 6 10 11 12 13 14 i ESS/N ,K NO.E8339 Renew on 9/23/10 q���ecTR��P\�- \ F o�� ,,OF CA�� SUNNI =� l� SHEET NO. OF 19 N o U U rn r o 0 co rno co cp I -0co i N o 2 (D U- W 6 0 r- _ > o U O cc c' ,Q O -- C.6 m OO mo Lle 10 ' � � O T C� Q �ro 6 Q !ii uj c O 0 o_c Q Q SUNNI =� l� SHEET NO. OF 19 C0 I I 0 07 SUNNI =� l� SHEET NO. OF 19 C0 I I z 07 N J ' U- o N O cc c' ,Q O -- C.6 m OO . c � O m z �] N (9 a ,� O) O0 C� Q 6 Q !ii 'o SUNNI =� l� SHEET NO. OF 19 C0 W 07 _W LL cf) < C� Q W O Q Q W M W z LL z_ J J I_ Y W Q U pE Z U to J J_ SUNNI =� l� SHEET NO. OF 19 m - z 0 rr C0 z 0 LO W C0 T� 1 n ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND m IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER SEE DETAIL B DT -4 13 CONDUIT RUN WITH -E• — CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING X r ----FLOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH -- - -- CONTROL PANEL CONTROL PANEL L E G E N D INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL ---'\ WATERWAY PERIMETER DECORATIVE RIVER ROCK -- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT —T— LOW WATER CHANNEL HORIZONTAL TO VERTICAL AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS SCALE: 1 " = 20' c 3 W C7 ��. 7� 13110 U71 P131 G6 , 41R102 13105 r * P6105 I B 09 8104 EXISTING BUILDING (REMOVED) I ,x 14+00 E 10i SECTION a 4 k SECTION DESIGNATION: I SECTION LETTER SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER I A 2 1 SHEET WHERE DETAIL IS SHOWN I I i i E ELECTRICAL LOCATION PLAN MILL CREEK PHASE 513 0 10 20 40 T O c0 80 COL - (n CO _J r S106 W s„ nL W O � 4 c 10 11 12 CROSSING 14 3103 W Uco� J ��. 7� 13110 U71 P131 G6 , 41R102 13105 r * P6105 I B 09 8104 EXISTING BUILDING (REMOVED) I ,x 14+00 E 10i SECTION a 4 k SECTION DESIGNATION: I SECTION LETTER SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER I A 2 1 SHEET WHERE DETAIL IS SHOWN I I i i E ELECTRICAL LOCATION PLAN MILL CREEK PHASE 513 0 10 20 40 T O c0 80 COL - (n CO _J CL W C0 nL W O � 4 c 10 11 12 13 14 15 18 19 20 2.1 -i- 0c 7. 1 i I I I i J I I 1 i I I I I I I LLI W _J CCU)l I I I I I TI I I ! I I I I I I I I I I I I I I I I I I I I IAC l---- 1 I I - _ I I I I I --'\\--CENTRAL PARK i MILL CREEK PH. 1 I I I I II I Cn I I rnl --- - 401 I �I �I I I I I 1 I I I I I I I I I / I I I I I I I I r 7 k�v 43 I I: Ili N�ox ; RT�,., 1 z I i I. r} V Y a' 5 I I I I i I I ' yOESS/p�,, I ���0,-IAE w * NO.E8339 Renew on 9/23/10 E-CTR\GPo��\�t QF CALF ( 1 � 00 a Q v N U CUC T O c0 I COL - (n CO _J CL W C0 nL W O � c W Q F -- W CD O U O W Uco� J 0° O z 10 Llv 1J Z 1 U� C T W O �2 CD 11 C U O oa U T J N —i _-.I J W m 03 o o ILO j � I co c O i p 0 I I Job Ill — I� -i I - Q _J CL W �- z LL p W Q F -- W Q U O Q J 0° O z � Z V_ W [� Ii) CE U U J LL w,!! J N —i _-.I J W m 03 o o ;U m �.o m0 co a o Q () °' O ILL 0 ro f �o I Job QJ s 3 SHEET NO. 0 OF 19 Ill z W Cn Q _J CL W �- z LL p W Q F -- W Q U O Q J 0° O z � V_ W [� U CE U U —i _-.I J W QJ s 3 SHEET NO. 0 OF 19 cli a. M■ ME M■ am M-1 rl_-0 «= n- 1 7-1 z O D I— U) z O LO Lu a_ ITEMS OF CONSTRUCTION S112 LIGHT STANDARD WITH IDENTIFICATION NUMBER B108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND M IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER SEE DETAIL B 13 DT -4 CONDUIT RUN WITH CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C - COMMUNICATION L - LIGHTING X r ---FLOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH -- CONTROL PANEL CONTROL PANEL 1 r- n r- A l n INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL �\ WATERWAY PERIMETER DECORATIVE RIVER ROCK -- BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL— N AND SIDESLOPES TOE OF CHANNEL— PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS ♦\ SCALE: 1 " = 20' 0 10 20 40 80 SECTION DESIGNATION: -- — -- -- SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: SHEET WHERE DETAIL IS SHOWN LIGHTING PLAN MILL CREEK PHASE 513 � z � f i ( � I i I ( I I I � I I ( � I I � li Wl WI frI - _J I I I I I I I ODI I { I T{ { I I I I I � I I I i I I J 1` I I I I ! ;• I � I I i.�i1 i j f r -\--CENTRAL PARK MILL CREEK PH. 1 I I I I I II I �I \ O AL f I I � _� } 17-1 i _} . �.1 �l��� z� � K11" `altaT,1-.I Elt { °DSL 5.8 oxXU;SRT'_ v r 4` r _ s. 4` lE I M I 12 13 14 '50 18 19 20 21 22 23 24 2 - ESS/p�,� / \tel C "� * NO.E8339 Renew on 9/23/10 eCTR`�Po����- �F CALIF 7 29 N W g 0 s U_ FY T (� O co rn 00 i. co Q0 O U - co W `, '0co w p r m 2 co 11 c6 C q O T-- f�f11 T L.L v �— u a SHEET NO. 17�01 W OF 19 ( j o � a C) U U m W W_ ( p U—cc (+�n' <( Q -i 1 ( C o y L.1.- CLLR V m u z z_ LL 0 --� W U CC U I Ip _J iz I ( 'cc: a UJ c\1J Iu m Ip 0 O06 fU 0 p p aoo U m Z m N 0. Q () T 0 � LL C) v �— u a SHEET NO. 17�01 W OF 19 In LO vJ C) W W_ U—cc (+�n' <( Q -i Ll 0- y L.1.- CLLR V m u z z_ LL 0 --� W U CC U _J v �— u a SHEET NO. 17�01 W OF 19 IA 24 vA Z O z O Lac) Lli Q n ITEMS OF CONSTRUCTION 5112 LIGHT STANDARD WITH IDENTIFICATION NUMBER 8108 LIGHTED BOLLARD WITH IDENTIFICATION NUMBER PB -105 SPLICE BOX WITH SIZE AND 0 IDENTIFICATION NUMBER R102 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER SEE DETAIL B P DT -4 13 CONDUIT RUN WITH •E• --� CONDUIT SCHEDULE TAG CONDUIT APPLICATION DESIGNATIONS: C — COMMUNICATION L — LIGHTING X r ---FLOATING P - POWER AERATOR S - SPARE FLOATING AERATOR WITH ��——_---- CONTROL PANEL CONTROL PANEL i izr,P:Kin INFORMATIONAL ITEMS (NOT A PART OF THIS CONTRACT) PERIMETER WALL — —\ WATERWAY PERIMETER DECORATIVE RIVER ROCK —� BOULDER GROUPING, TYPICAL TOP OF CHANN SLOPE RATE AT -- LOW WATER CHANNEL HORIZONTAL TO VERTICAL AND SIDESLOPES TOE OF CHANN PROPOSED TRAFFIC SIGNAL REFER TO TRAFFIC SIGNAL PLANS SCALE: 1 " = 20' 0 10 20 40 80 i i SECTION DESIGNATION: SECTION LETTER — SHEET WHERE SECTION IS SHOWN DETAIL DESIGNATION: DETAIL LETTER SHEET WHERE DETAIL IS SHOWN 4 POWER PLAN MILL CREEK PHASE 5B sr; a r i j j f! I. 1 i ! w II _ I L1 I i i I I I I I I i P I I II I PP i i i I Wl W I I LJJ I I I _a I II W , 11 , I 1 1 j I i ESS/p�, , * NO.E8339 � Renew on 9/23/10 OF CAL\F .)-4P3 * \- —) o N W a a� 0 ca L 0) T L I I I I I I I ' IN I i I I 13+00 E I i; 1 --o w u - C co 0)00 CEQ w W O T QQ U U)" <y) z CENTRAL PARK 0 0 coo O r MILL CREEK PH. 1 O O r -C r CL cr I I U J_ G ESS/p�, , * NO.E8339 � Renew on 9/23/10 OF CAL\F .)-4P3 * \- —) o N W a a� 0 ca L 0) T L w 00 i CO w u - LL coQ co 0)00 CEQ w W O T QQ U U)" <y) z LIJ 0 0 coo O r O O r -C r CL J W O N 0 (T p U -0 O p a D Q 0,ii C)!o r: �- SHEET NO. F�o� o OF 19 W w w LL coQ CEQ w 0. QQ M z LIJ 0 0 W U cr U J_ G r: �- SHEET NO. F�o� o OF 19 c' r CONDUIT AND WIRE SCHEDULE y ' o� co Lu �N RUN UNDERGROUND CONDUIT ABOVE GROUND CONDUIT CONDUCTOR FOR LIGHTING AND GROUNDING C.. 0 NUMBER , NUMBER SIZE LENGTH SIZE LENGTH NUMBER OF GROUND OF TYPE CABLE CONTINUATION 0 FROM TO (INCHES) (FEET) TYPE (INCHES) (FEET) TYPE OF WIRES WIRE SIZE GROUNDS SIZE SPARES INSULATION REMARKS REFERENCE PNLC PB111 2 20 PVC 6 8 1 8 THWN P6111 PB103 4' 60 PVC 8 8 2 8 THWN CANAL CROSSING - CONDUIT EXISTING PB103 PB104 1 1/2 40 PVC 6 8 1 8 THWN (} a C PB104 PB105 1 1/2 20 PVC 6 8 1 8 THWN CD PB105 PB106 1 1/2 30 PVC 6 8 1 8 THWN op PB106 PB107 11/2 30 PVC 6 8 1 8 THWN PB107 PB108 1 40 PVC 2 8 1 8 THWN N °' PB111 PB110 11/2 100 PVC 6 8 1 ( " 8 THWN x PB110 PB109 1 40 PVC 2 8 1 8 THWN m PNLC PB112 11/2 30 PVC 6 8 1 8 THWN W o PB112 PB113 11/2 30 PVC 6 8 1 8 THWN '- PB113 PB115 1 70 PVC 2 8 1 8 THWN U uo 't PB103 PB102 1 1/2 90 PVC 6 8 1 8 THWN �;; PB102 PB101 1 60 PVC 2 8 1 8 THWN Llj PNLC P13111 2 20 PVC 8 8 2 8 THWN00 � O r C/5 0 o � PG&E MP 3 120 PVC CABLE BY PG&E - CONTRACTOR TO VERIFY m WITH PG&E PRIOR TO START OF ALL WORK - - $- � i MP PB111 PB111 PB103 PB103 PB104 PB104 ITEM CONDUIT PB106 PB106 PB107 PB111 NUMBER NUMBER ` VOLTAGE PHASE APPLICATION PB113 1 L101 120 1 STANDARDS/BOLLARDS 4 8 2 L102 120 1 STANDARDS/BOLLARDS 2 8 3 L103 120 1 STANDARDS/BOLLARDS 4 L104 120 1 STANDARDS/BOLLARDS 5 L105 120 1 STANDARDS/BOLLARDS 6 L106 120 1 STANDARDS/BOLLARDS 7 L107 120 1 BOLLARDS (2) 8 L108 120 1 STANDARD/BOLLARDS (3) 9 L109 120 1 BOLLARD 10 L110 120 1 STANDARD/BOLLARDS 11 L111 120 1 STANDARD/BOLLARDS T 12 L112 120 1 BOLLARD 13 L113 120 1 STANDARD/BOLLARD 14 L114 120 1 BOLLARD 15 L115 120 1 STANDARDS/BOLLARDS �._ 16 17 18 19 20 SV1 120/40 1 UTILITY SERVICE 21 22 23 24 - 25 - 26 27 28 29 T 30 P101 120 1 RECEPTACLE 31 P102 120 1 RECEPTACLE 32 P103 120 1 RECEPTACLE 33 P104 120 1 RECEPTACLE 34- P105 120 1 RECEPTACLE - 35 P106 120 1 RECEPTACLE 36 P107 120 1 RECEPTACLE 37 P108 NOT USED 38 P109 120 1 RECEPTACLE 39 P110 120 1 RECEPT/IRR. CONTROL �. 40 P111 240 1 AERATION FOUNTAIN 41 P112 240 1 AERATION FOUNTAIN 42 P113 240 1 AERATION FOUNTAIN 43 44 45 46 47 48 49 50 51 52 53 54 . 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 CONDUIT AND WIRE SCHEDULE y ' o� co Lu �N RUN UNDERGROUND CONDUIT ABOVE GROUND CONDUIT CONDUCTOR FOR LIGHTING AND GROUNDING C.. 0 NUMBER , NUMBER SIZE LENGTH SIZE LENGTH NUMBER OF GROUND OF TYPE CABLE CONTINUATION 0 FROM TO (INCHES) (FEET) TYPE (INCHES) (FEET) TYPE OF WIRES WIRE SIZE GROUNDS SIZE SPARES INSULATION REMARKS REFERENCE PNLC PB111 2 20 PVC 6 8 1 8 THWN P6111 PB103 4' 60 PVC 8 8 2 8 THWN CANAL CROSSING - CONDUIT EXISTING PB103 PB104 1 1/2 40 PVC 6 8 1 8 THWN (} a C PB104 PB105 1 1/2 20 PVC 6 8 1 8 THWN CD PB105 PB106 1 1/2 30 PVC 6 8 1 8 THWN op PB106 PB107 11/2 30 PVC 6 8 1 8 THWN PB107 PB108 1 40 PVC 2 8 1 8 THWN N °' PB111 PB110 11/2 100 PVC 6 8 1 ( " 8 THWN x PB110 PB109 1 40 PVC 2 8 1 8 THWN m PNLC PB112 11/2 30 PVC 6 8 1 8 THWN W o PB112 PB113 11/2 30 PVC 6 8 1 8 THWN '- PB113 PB115 1 70 PVC 2 8 1 8 THWN U uo 't PB103 PB102 1 1/2 90 PVC 6 8 1 8 THWN �;; PB102 PB101 1 60 PVC 2 8 1 8 THWN Llj PNLC P13111 2 20 PVC 8 8 2 8 THWN00 � O r C/5 0 o � PG&E MP 3 120 PVC CABLE BY PG&E - CONTRACTOR TO VERIFY m WITH PG&E PRIOR TO START OF ALL WORK - - $- � i MP PB111 PB111 PB103 PB103 PB104 PB104 PB105 PB105 PB106 PB106 PB107 PB111 PB110 PB112 PB113 PB113 PB114 PB113 A101 PB112 PB113 MP PB111 2 20 PVC 4 50 PVC 1 40 PVC 1 30 PVC 1 60 PVC 1 90 PVC 1 100 PVC 1 30 PVC 1 45 PVC 1 20 PVC 1 45 PVC 1 41 PVC 8 8 2 8 6 8 2 8 4 8 1 8 4 8 1 8 2 8 1 8 2 8 1 8 - 2 8 1 8 4 .8 1 8 4 8 1 8 2 8 1 8 2 8 1 8 2 8 1 8 THWN THWN CANAL CROSSING - CONDUIT EXISTING THWN THWN THWN THWN THWN THWN THWN THWN THWN THWN t4 ,OFESS/p�,� . * NO.E8339 � Renew on 9/23/10 ECTFZ�GPo��\Q OF CA1-�F i i I o 1 i z LLW o � co C) o 0ic °D OD UO o 0 3ir O m Z CO N aD QU Li- m im W Lf) Lli J (n :D p =0 W J CL _ _W LL ff Cf) U) < W 11 U-1 �_ Q Q 00z_ � LL z 0 J Q W U � :D U � z _1 O � U cam - 3 U SHEET NO. OF •)D9 '19 ' -' 4 10 11 12 13 14 1'6 18 19 20 2i 22 23 24 211 29 30 r no M■ m. M■ ®■ WE WE M r` 53p CONSTRUCT 6' HT. --�— WROUGHTIRON DTAIL E EEJ I— _............................ w > O m 99 Q- X8,5 o yo -_ ----_ W 02 , 103 " 1047-1 -'-- - ___ --15" _ 5 Q I Q CONSTRUCT 6' HT. WROUGHT IRON FENCE,---. ILASTER 10' C.L. GATE WITH FENCE TIES TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 1 —4 4 SLOPE UP TO RIGHT 7-10 3/8" 7-7 5/8" 2" 5-100 96 LEVEL 8'-5" 8'-2 1/4" 0 101 1 LEVEL 4'-1 1/2" 3'-10 3/4" 0 102-105 4 SLOPE UP TO LEFT 7-1 5/8" 6'-10 7/8" 4 1/4" 106 & 107 2 LEVEL 8'-7 7/8" 8'-5 1/8" 0 108-110 3 SLOPE UP TO RIGHT 7-7 3/4" 7'-5" 2 1/8" 111 —125 15 LEVEL 8'-5" 8'-2 1/4" 0 126-130 5 LEVEL 7-7 3/4" 7'-5" 0 P1 & P2 2 LEVEL 7-6 7/8" 7-4 1/8" 0 ,9 _ — co �y W a� co w O t U_ Ir cT �) O m �53* `� crn 5 rn co 00 c: n m w� - - U' co uJI �a.� o ► T M (D Q �C O O CL � m a a Q i t o .Q CA 0 0 N ca cc z � J S j m 0 0 O m pm Q Q omq o p coo C) O C] m N r g" 0- �� QC) iL� � c rl LEGEND ,–-BRICK PILASTER RAILING PANEL RAILING POST ,,,—RAILING PANEL 6),0--- ),0 NUMBER `s>> '----LENGTH OF PANEL DIM. "A" ON TABLE SHEET WF -1 as o o� WROUGHT IRON FENCE WITH PILASTER FENCE BY OTHERS 7 ". 29 30 .f i3 s, ±7 SHEET NO. \9 F 1:1 OF 13 CV Z CW Q L~L 0 I CL z W w U)Q y Y Q LU m z Z m w w 0 J J w U) >- w w Q IT U rr U U J Q � as o o� WROUGHT IRON FENCE WITH PILASTER FENCE BY OTHERS 7 ". 29 30 .f i3 s, ±7 SHEET NO. \9 F 1:1 OF 13 Z�, -r =I EXTEND — CANTILEVERED SIDEWALK SEE 39 40 41 42 43 op 8'-5" 8'-5" 1 p ) a 8'-5* W T I C3 j N LJ.J icy) CONSTRUCT BRIDGE RAILING -- W ;CoQALONG CENTERLINE OF W - j`�' ^_ HEADWALL SEE DETAIL N 'N o N AI, �J on •100 iR7 1R1 33 34 35 36 7'-8� 5/8" 7'-8 5 8" 5/8" 7'-8 5/8" , C) N� - Ot N i J N-- W I �N ED IDGE RAILING NI W SNE DE _ W DETAIL7N N C/) _1 C\ o I 1 N�� 1� NQ' N-' U II — C\j- - NJ! -r - 1 Q(1 100 65 66 67 —5 5 " 8'-5" i 8'—" 8 68 6g - ----f--- _. 70 71 72 1 Q — -- �� 0 __� i d" CONSTRUCTCESS AERATOR ��- _-_.__�'----�-----'----------- SEE DETAIL H + __� ---- -`- 9-t00-- --------------- _--=- _,:� _ -- -- - -- - -- -- -- -- -- - -- -- - -- -- -- -- -- -- - FD4"--- MATCH - SEE GHT� swam 11 ---- — 82 83 84 0 101 ►1�I10 x'103 77 78 79 80 81 ' 85 92 93 94 10 ' 1 » 144 f 5» 8-5 8-5 f p 95 g �,5" -$_-� -- 8-5 8; p 105 106 107 ' 8'-5" 8'-5" 8'-5" 8'-5' 8'-5' 8- --a--~ 8 `5" 8 5tK " 87 88 g 5r '-5' 8 —5 8'-5" 8 -5�, , g6 97 g$ 8 5,�8" 8'-5" 8'-5' �p __ _ �- e 89 5p 8� 8 " " " " —5 g _5 —5 CONSTRUCT AER A `� � --� ACCESS GATE f �� l SEED ! O , !r'It ` j - -1 N I _- Q � I N o- _ti(ol o I� =1-, Lo W CONSTRUCT BRIDGE RAILING - -- -..--- N ' o ALONG CENTERLINE OF CONSTRUCT RAILING ALONG CENTERLINE o '� N W _ `�'' I ' HEADWALL SEE DETAIL N KERN_ISLAND--� OF POND PERIMETER WALL _ _ CONSTRUCT BRIDGE RAILING�N o _ _ -_ -- - - - - - - - �SDEAIIL A - - - - -- - N � i = (',N o? -1 - ANAL _1 ALONG CENTERLINE- OF - - I C1II, ; HEADWALL SEE DETAIL N _ _ --- '--- ^ 00 N p o ^ I Q N N I �t ".. r 137 136 128 127 12 47� 146 145 144 143 A38 5 H , a 129 s- a a 142 141 140 139 5 8'_-5 8-5 g,5" 13 X30 8'-5" 8'-5" 8'-5 , 25 120 ,119 �' > y .8'-5"-.-, 8 5 8'-5" 8 —5 8'— " 8 5 8 —5 8 — s g 4 1132 " $ `5 H » --_ 8 _ a 123 122 H g _ 117 5 _ 5 8 —5» ,_ p a 5' $ — 8 ; " 133 131 8 _5 8 12 H H r '` L j 5 J 4 121 5 6 _9 _ 18 8 —5» i 8'-5 5 8' 5-_." 8'-5_�-- $-- 6�9� 6 —9 8" 116 t% CONSTRUCT AERATOR �. I ,o ACCESS GATE z ------------------------ - --- ' DETAIL H of WALL & RAILING PLAN A Scale: 1/16"=1'-0" WF - s _ w 12 13 14 1i� 17 1 Z 74 Ef, * 4 % 8" 8'-7 3/8' < i a i� e? N C •; C\j N O m;?<0 o Qpo� - c� 12001CD N -- W o = N Co1 C) cry = W W __ \ _co � 0 N o 1 I 00 o t\ I U T o C° Co N b -' D) Co U co Q 8'-5' N rr n z U - "Q" STREET ACCESS RAMP & STAIRS 1 SEE DETAIL F- e HANDAIL SEE c SHEET WF -113 4 P + -�- 0 Q - ; 1 4 11 Mma am, mW b1tomsi i i f1 a� MATCH - SEE LEFT CONSTRUCT 5' HT. WROUGHT IRON FENCE SEE DETAIL J F-1 10' C.L. GATE WITH FENCE TIES LEGEND BRICK PILASTER RAILING PANEL RAILING POST ,,-RAILING PANEL NUMBER ^ Jl v} ` '­'�LENGTH OF PANEL DIM. "A" ON TABLE SHEET WF -3 WROUGHT IRON FENCING R F z WALL WITH PILASTERS -7 1.» -) 09 00 Ef, * 4 % - < i� e? N C •; Cr F C� ! ! o m;?<0 o Qpo� ti �cccc 12001CD _ � Iar Q OU !i Ou p = N i U) z � 0 Q = I ! J Q_ U T o C° Co D) Co U co Q �co N rr n z N W CE y CD W` Q Q Z U -co jj co mL1 A co U 00 06 ui 1_ "j CD 0 J r CL T Co I :3 Co 0 .ul SHEET NO. wff IF OF 13 i� 0 ! ! o m;?<0 o Qpo� ti �cccc 12001CD _ � Iar Q OU !i Ou p T i U) z � Q = I ! J Q_ ! W Y Q rr n z W CE y m W Q Z Cc L O 06 ui W "j J U U <C _t 2 SHEET NO. wff IF OF 13 Em ®m mm mm m Lo - TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 1 - 6 6 SLOPE UP TO RIGHT 61-1111 6'-8 1/4" 1 5/8" 7-31 25 LEVEL 8'-5" 81-21/411 0 32-33 2 LEVEL 7-8 5/8" 7-5 7/8" 0 34-36 3 SLOPE UP TO LEFT 7-8 5/8" 7-5 7/8" 4 3/8" 37 1 SLOPE UP TO LEFT 6-8 3/8" 6-5 5/8" 1 3/8" 38 1 LEVEL 7-3 3/4" 71-111 0 39-40 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 47/811 41 1 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 3 1/8" 42-47 6 LEVEL 8'-5" 8'-2 1/4" 0 48 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 49-71 24 LEVEL 8'-5" 8'-2 1/4" 0 72 1 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 2 1/8" 73-74 2 SLOPE UP TO LEFT 8'-7 3/8" 8'-4 5/8" 5" 75 1 LEVEL 6'-7 1/2" 6'-4 3/4" 0 76 1 LEVEL 7-4 1/2" 7-1 3/4" 0 77-78 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 4 7/8" 79 1 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 3" 80-101 22 LEVEL 8'-5" 8'-2 1/4" 0 102 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 103-104 2 LEVEL 8'-5" 8'-2 1/4" 0 105 1 SLOPE UP TO LEFT 8'-1 7/8" 7-11 1/8" 4 1/2" 106-107 2 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 45/811 108-109 2 LEVEL 5'-10 5/8" 5'-7 7/8" 0 110-111 2 LEVEL 4-5 1/2" 4'-2 3/4" 0 112-113 2 LEVEL 5'-10 1/2" 5'-7 3/4" 0 114-115 2 LEVEL 4'-8 3/8" 4'-5 5/8" 0 116-118 3 SLOPE UP TO RIGHT 6-9 1/8" 6-6 3/8" 3 3/4" 119 1 LEVEL 6-9 1/8" 6'-6 3/8" 0 120-131 12 LEVEL 8'-5" 8'-2 1/4" 0 132 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 133-144 12 LEVEL 8'-5" 8'-2 1/4" 0 145 1 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 31/811 146-147 2 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 4 7/8" 148 1 LEVEL 6-7 1/4" 6'-4 1/2" 0 149 1 LEVEL 7-4 1/4" 7-1 1/2" 0 150-151 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1 /4" 47/811 152 1 SLOPE UP TO RIGHT 8'-1 7/8" T-11 1 /8" 8 1/4" 153-159 7 LEVEL 8'-5" 8'-2 1/4" 0 160 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 161-182 22 LEVEL 8'-5" 8'-2 1/411 0 183 1 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 3 1/8" 184-185 2 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 4 7/8" 186 1 LEVEL 6'-8 1/2" 6-5 3/4" 0 187 1 LEVEL T-4 3/8" 7-1 5/8" 0 188-189 2 SLOPE UP TO RIGHT 8'-9 1/2" 8'-6 3/4" 5 1/8" 190 1 SLOPE UP TO RIGHT 8'-9 1/2" 8'-6 3/4" 21/211 191 -194 4 LEVEL 8'-5" 8'-2 1/4" 0 195 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 196-214 19 LEVEL 8'-5" 8'-2 1/4" 0 215 (GATE) 1 LEVEL 4'-10 7/8" 41-81/811 0 216-221 6 SLOPE UP TO LEFT 8'-8 1/2" 8'-5 3/4" 2" 222-224 3 LEVEL 8'-5 3/8" 8'-2 5/8" 0 5 TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 225-226 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 227 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 33/811 228 1 SLOPE UP TO LEFT 7-0 1/2" 61-93/411 33/811 229-230 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 4 1/8" 231 -232 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 233 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 33/811 234 1 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 3 3/8" 235-236 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 41/811 237-238 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 239 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 3 3/8" 240 1 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 33/811 241 -242 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 4 1/8" 243-244 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 245 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 33/811 246 1 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 3 3/8" 247-248 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 4 1/8" 249-250 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 251 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 3 3/8" 252 1 SLOPE UP TO LEFT 7-0 1/211 61-93/411 3 3/8" 253-254 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 4 1/8" 255-256 2 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 4 1/8" 257 1 SLOPE UP TO RIGHT 7-0 1/2" 6-9 3/4" 3 3/8" 258 1 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 3 3/8" 259-260 2 SLOPE UP TO LEFT 7-0 1/2" 6-9 3/4" 4 1/8" TYPICAL ASHLAR WALL PATTERN Scale: 1"=1'-0" BRICK TOP —4"x8" 8"x8" 4"x16" AND 8"x16" BLOCKS' RANDOMLY PLACED TO CREATE "ASHLAR" PATTERN FINISH GRADE —PRECISION BLOCK THAT INTERSECTS FINISH GRADE WALL FOOTING WALL MATERIAL SCHEDULE WALL NO. PHASE BID PILASTERS BLOCK TYPE PATTERN COMMENT 1 :•a. ... vy. �.r; `rte- ' 1: BASE NO PRECISION & SPLIT FACE RUNNING BOND AND ASHLAR SPLIT FACE ON ASHLAR PATTERN ON ALL ELEVATIONS FACING "Q" STREET 2 4 BASE 8' CENTERS PRECISION RUNNING BOND 3 TYPICAL ASHLAR WALL PATTERN Scale: 1"=1'-0" BRICK TOP —4"x8" 8"x8" 4"x16" AND 8"x16" BLOCKS' RANDOMLY PLACED TO CREATE "ASHLAR" PATTERN FINISH GRADE —PRECISION BLOCK THAT INTERSECTS FINISH GRADE WALL FOOTING WALL MATERIAL SCHEDULE WALL NO. PHASE BID PILASTERS BLOCK TYPE PATTERN COMMENT 1 4 BASE NO PRECISION & SPLIT FACE RUNNING BOND AND ASHLAR SPLIT FACE ON ASHLAR PATTERN ON ALL ELEVATIONS FACING "Q" STREET 2 4 BASE 8' CENTERS PRECISION RUNNING BOND 3 4 BASE NO SPLIT FACE ASHLAR 4 5A ALTERNATE 2 NO SPLIT FACE ASHLAR 5 NORTH 5A ALTERNATE 2 8' CENTERS PRECISION RUNNING BOND WALL PARALLEL WITH CANAL 5 SOUTH 5A ALTERNATE 2 NO SPLIT FACE ASHLAR WALL PARALLEL WITH 17TH STREET 6 5A ALTERNATE 1 NO PRECISION, PLAIN COLOR RUNNING BOND CALIFORNIA STUCCO WITH BROWN COAT AND COLOR & TEXTURE COAT TO MATCH WALLS OF MEXICALI RESTAURANT, 1/2" THICKNESS 7 5A BASE NO SPLIT FACE ASHLAR 8 5A BASE ADJACENT TO BRIDGE SPLIT FACE ASHLAR 9 5A ALTERNATE 1 ADJACENT TO CANAL SPLIT FACE ASHLAR 10 5A ALTERNATE 1 NO SPLIT FACE ASHLAR 11 5B BASE SPACING PER CANAL RAILING SPLIT FACE ASHLAR 12 5B BASE NO SPLIT FACE ASHLAR 13 513 BASE NO SPLIT FACE ASHLAR 14 5B BASE ADJACENT TO CANAL SPLIT FACE ASHLAR 15 5B BASE SPACING PER CANAL RAILING SPLIT FACE ASHLAR 16 5B BASE ADJACENT TO CANAL SPLIT FACE ASHLAR 17 5B BASE NO SPLIT FACE ASHLAR 18 5B BASE NO SPLIT FACE ASHLAR 19 5B BASE NO SPLIT FACE ASHLAR 20 5B BASE NO SPLIT FACE ASHLAR PED XING 5B BASE NO PRECISION, PLAIN COLOR RUNNING BOND ROCK VENEER PER PLAN NOTES: COLOR OF BLOCK, UNLESS SPECIFED ABOVE IS TO BE VARIED CUSTOM COLORS, MINIMUM OF 4 BLENDING COLORS AS APPROVED BY THE CITY. ASHLAR PATTERN IS TO BE MADE UP OF RANDOM PLACEMENT OF 4"X8", 8"X8", 4"X16" & 8"X16" BLOCKS. ASHLAR PATTERN IS TO START AT THE FIRST COURSE ABOVE THE COURSE THAT MEETS FINISH GRADE. COURSES THAT INTERSECT GRADE ARE TO BE PRECISON BLOCK OF THE REQUIRED CUSTOM COLORS. BLOCK COMPLETELY COVERED BY GRADE OR NOT VIEWABLE MAY BE PRECISION BLOCK PLAIN COLOR. THE CONTRACTOR MAY USE, IN -LIEU OF ASHLAR PATTERN BLOCK, CULTERED STONE REPRESENTING THE SAME THEME OF VARIED COLOR ASHLAR PATTERN. tv C N W .o V i U • CoT U o o ti Coo? Co Co �Uco co N ? CD C i) m W o Co T U �C t �1I U CO M e o �c 0 0 T n T CL � m ft-, C o U 0 i 0 IL >oo o o 0 m� �o o CC -30 p m N [co:) N r o�a0ti d' W U Q W Q J W v Cf) Q I -- W rr --� Q Q W Wz Z_ Q LL J O Lu U cc Q U rr J op � o s SHEET NO. OF 13 \ HANDRAIL SEE SHEET WF -13 f _ ' -- - CONSTRUCT 4' HT CONSTRUCT BRIDGE DECORATIVE FENCE PANELS ALONG f ALONG CENTERLINE CENTERLINE OF ' OF WALL OR C RB HEADWALL EXTEND; SEE DETAILcl 8 J SEE DETAIL b \ 0 �i 0 + :'.`� oma.�'�4S °� ` `• o o� �' CONSTRUCT PILASTERS SEE DETAIL 6 DECORATIVE � �� o�� \ � ' _ `- ��\ T ��' W r ;' <; ,�1 1, , - .,� � d a FENCE Z� - fj CONSTRUCT WROUGHT IRON opo ,CONNECT RAIL �' FENCE ALONG CENTERLINE s' OF RETAINING WALL TO\POSTS 8, ro SEE DETAIL 6 CONSTRUCT 1 �- DECORATIVE FENCE; MOUNT TO TOP OF roso CONSTRUCT RETAINING HEADWALL j �., ,,, ; ,%' \8, SEE 8 J C ; ' �s SEE DETAIL ? DETAIL - -1 I >- ' % mss• 99_g TABLE OF RAIL PANELS TABLE OF RAIL PANELS Wil+ 6 PANEL NOS. NUMBER EACH 1 TYPE LEVEL DIM "A" 6'-10" DIM "B" 61-71/4" DIM "C" 0 1 2 1 LEVEL 2'-6" 2-31/4" 0 3 1 LEVEL 6'-10" 6-71/4" 0 4-8 5 LEVEL 7'-41/4" 7-1 1/2" 0 9-13 5 LEVEL 8'-5" 8'-2 1/4" 0 14-17 4 SLOPE UP TO RIGHT T-2 3/8" 6-1115/8" 4 1/8" 18-34 17 LEVEL 8'-5" 8'-2 1/4" 0 35 1 LEVEL 7-5 5/8" T-2 7/8" 0 36 1 LEVEL 1'-81/8" V-5 3/8" 0 37 1 LEVEL 21-31/211 21-03/411 0 ALTERNATE #1 NOTE: PANELS 55, 56, 57, CORSTR CT EXTENDED �-- 106, 107, 108, 109, CONSTRUCT 4' HT 't ' ' NEIGH AILING ALONG - 110, 111, 112, & 113 DECORATIVE FENCE F �� p �';s �,/ CEN RLI OF CANAL \� PLANTER POTS, SEE ARE INCLUDED IN ALONG CENTERLINE ! - - PE METER ALL BASE BID. LANDSCAPE DRAWINGS OF WALL OR C RBr ' / SEE DETAIL, A ` �.__�-. i j �- SEE DETAIL \ 97 7 94 CONSTRUCTWEIR \ 4.7:9 3 v�vB�`�Q CONST ACCESS GATE _--/4 8`54 \ \ WALL SEE M LAllOE SEE DETAILH \8, , CONSTRUCNG AL \ , DRAWINGS T R ------- s CENTERL4N E OF AL 8' ` RIMETER, ALL 6s , 9r SEE DF L A r- Z + - i . Cf) 8, 90 r R�TAINING T ALL .\s, 88 CONSTRUCT 3' HT SEE DETAIL r4, s s, DECORATIVE FENCE i CONSTRUCT 3 HT `s. \BSS. \, "��SEE MILAZZO DRAWINGS ALONG CENTERLINE DECORATIVE FENCE 8 �' GS FOR PLANTER DETAILS OF WALL 1 (BID A ERNATE ) �Z•s� \\ `\�s* SEE DETAIL 7 J € ETAI \�1C011 .0 't , \ PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 38-42 5 LEVEL 8'-01/8" 7'-9 3/8" 0 W 43 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 ~44 Q z Of 1 LEVEL 2-61/4" 2'-31/2" 0 I Q 45 1 LEVEL 2'-0 1/2" V-9 3/4" 0 46-48 3 LEVEL T-4 1/2" T-1 3/4" 0 49-51 3 SLOPE UP TO LEFT T-4 1/2" T-1 3/4" 3 1/2" m TITPrIT TTTFI� 1 ' mM_ 1%�� 511"m 3� � 'E"EL� 0-'9 3/rm 0"- 511 "m `0 58-60 3 SLOPE UP TO RIGHT T-5 1/8" T-2 3/8" 4 3/8" N 61-62 2 SLOPE UP TO RIGHT 8'-5" 8'-21/4" 43/811 tj 63 a 1 SLOPE UP TO RIGHT 8'-5" 81-21/4" 2 5/8" w 64-94 31 LEVEL 8'-5" 8'-21/4" 0 Q 95-97 3 LEVEL 7'-9 3/4" 7'-7" 0 98- 99 2 LEVEL 7'-5" T-21/4" 0 100 (GATE) 101-105 1 5 LEVEL LEVEL 41-107/811 6'-10" 41-81/8" 0 0 6-71/4" 106 1 SLOPE UP TO LEFT 8'-01 /2" 71-93/411 41/211 107 1 SLOPE UP TO LEFT 7'-11" 7'-81/4" 41/4" 108 1 SLOPE UP TO RIGHT 7'-11" 7'-81/4" 4 1/4" 109 1 SLOPE UP TO RIGHT 8'-0 1/2" 7'-9 3/4" 41/211 110 1 SLOPE UP TO LEFT 8'-01/2" 7-9 3/4" 41/2" 111 1 SLOPE UP TO LEFT 7'-11" 7-81/4" 41/411 112 1 SLOPE UP TO RIGHT T-11" T-8 1/4" 41/4" 00 i & c3- � w 6i o Co w 0 1 6 Coo� m� U °' Co UoMo T (o � m LL � o W T- U �Co {{ v� 0) I, � '13.o �(o o � ' o Q i C Q i 0 0 J � 4 X w zz °0 00 z � Co- f CoU N O+ O C�N-41 Zo oN mROVIDE �9 , 8 \ \ < 0 3 Z. o15 9 HANDRAIL '1'T 8. ,O \ �` CONSTRUSEE PDETAIL RS 6 a o Q 0 0 IQ �OT UCT RETAINI ALC' s 82 s- �� \ CONSTRUCT RAILING ALONG SEE DETAIL 5 HANDR AT ` 3 \ CENTERLINE OF RETAINING f - 15* EPS PE, DA \ ` \\ \ e�s3 : WALL SEE DETAIL A i I HANDRAIL\\ \ �� \ 8`3� �� w -1 + SEE SHEET WF -13 \`� i s ��2 PLANTER POTS, SEE Q GENERAL NOTES - 9 2' LANDSCAPE DRAWINGS \8.s, ~\ `\ 3s eco 1, 38 L\ o z /S `p —� J 1. BRICK ANCHORAGE DEVICES SHALL BE INSTALLED IN THE BRICK & CONCRETE AS SHOWN ON CONSTRUCT 3' HT \ s' �8� CONSTRUCT WROUGHT IRON FENCE ALONG W Y THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY AGAINST THE BRICK OR CONCRETE. DECORATIVE FENCE `\�' �� \ ' o CENTERLINE OF RETAINING WALL j Q THE BRICK ANCHORS FOR MOUNTING SHALL BE HILTI DROP IN STYLE, DIAMETERS AS SHOWN, OR 8: SEE DETAIL 6 tr a SEE DETAIL J A r APPROVED EQUAL. �. � � +- �', p 9- W � Z ONSTRUCT 3 H D R LEG E N D Q C STRU Q 2. GENERAL - THE WORK INCLUDED HEREIN SHALL CONFORM TO SECTION 75 - "MISCELLANEOUS r � s- Q ENCE ALONG CENTERLINE OF CO Z Q CONSTRUCT ;8s�s \ SKL EE NITAIL LL 9 �° �'' TAINING WALL SEE DETAIL 9 BRICK PILASTER METAL" OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL CONSIST OF FURNISHING ALL \ LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF ALL �y��� RETAINING WALL \ o _ �� y SEE DETAIL 4 y- - -�`"' RAILING PANEL 06 REINFORCING STEEL, STRUCTURAL STEEL AND MISCELLANEOUS METAL AS SHOWN ON THE PLANS - \�sQ \ / I HANDRAIL W AND SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE iii `, 2'-6 1/4" E SHEET WF -13 W J - ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH 45 RAILING POST U Lu J AND INSTALL, COMPLETE, ,ALL MISCELLANEOUS METALWORK, AS SHOWN ON THE DRAWINGS AND WALL & RAILING PLAN A �s� \ 2 U ' J SPECIFIED HEREIN. \ \8-,� �� � ._ > Scale: 1/16"=1'-0" WF -4 \. +`s9 ,,, CONS UCT ERAT \. CONSTRUCT RAILING PANEL 3. QUALITY CONTROL -ALL ITEMS SPECIFIED HEREIN SHALL BE OF THE SIZES, SHAPES AND\ , > GATE ACCESS �y ;� �, RETAINING .,-- MATERIALS AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. ALL MATERIALS SHALL BE SEED AIL �j WALL NUMBER NEW, FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY AND APPEARANCE, SHALL BE OF SEE SHEET WF HANDRAIL3 s� ' SEE DETAIL 10 THE BEST COMMERCIAL QUALITY FOR THE PURPOSES SPECIFIED AND MADE WITH STRUCTURAL �� -� - PROPERTIES TO WITHSTAND ALL STRESSES AND STRAINS TO WHICH THEY NORMALLY WILL BE \ SUBJECTED. ITEMS FURNISHED, UNLESS OTHERWISE SPECIFIED, SHALL BE STANDARD APPROVED 6. MATERIALS -MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: a,£ - A�,9N �--LENGTH OF PRODUCTS OF RECOGNIZED MANUFACTURERS AND FABRICATED IN ACCORDANCE WITH THE BEST � � � PANEL SHOP METHODS. ALL INCIDENTAL ITEMS AND ACCESSORIES NOT SHOWN ON THE DRAWINGS OR\`s' DIM. A (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH \ r,, s SPECIFIED HEREIN, BUT WHICH ARE REQUIRED TO FULLY CARRY OUT THE SPECIFIED INTENT OF ASTM A36 AND SHALL BE POWDER COATED (FUSION EPDXY), AND SHALL BE COLOR s¢ \ F�-T ON TABLE U WORK, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. WELDING SHALL BE IN ACCORDANCE CONSTRU i" �`� Sy FN THIS SHEET ►—� �` WITH THE LATEST REVISION OF THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING BLACK. THE FRONT FACE OF THE ARCHES ON THE PANELS SHALL BE PAINTED WITH CT RETAINING CONSTRUCTION AS ISSUED BY THE AMERICAN WELDING SOCIETY. ALL FIELD WELDING SHALL BE TWO COATS OF EPDXY ENAMEL COLOR "ANTIQUE GOLD". WALL WITH PILASTERS DONE BY AN ELECTRIC ARC METHOD USING COATED ELECTRODES. ALL FIELD AND SHOP WELDING (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONS CT EX ED h'T SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE STANDARD QUALIFICATION CONFORMANCE WITH ASTM A120, SCHEDULE 40 OR 80, POWDER COATED AS SPECIFIED SEE DETAIL 5 \, e- EIGHT LING AL ,S%¢ S3 pqN OR DECORATIVE WROUGHT PROCEDURE OF THE AMERICAN WELDING SOCIETY. OR INDICATED ON THE DRAWINGS. \\ `�� OERI ERTERE�CANAL j, ),S SA �S IRON FENCE (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE #304 OR #316 8 `e !� 4. SHOP DRAWINGS AND MILL REPORTS -SHOP DRAWINGS OF ALL FABRICATED UNITS SHALL BE STAINLESS STEEL TAMPER RESISTANT DESIGN. S DETAIL \ �� _ , - _ t___s__ RETAINING WALL SUBMITTED TO THE ENGINEER FOR APPROVAL. THE OWNER RESERVES THE RIGHT TO REJECT ANY \�- -1 MATERIAL AT ANY TIME BEFORE FINAL ACCEPTANCE OF PROJECT WORK, IF, IN THE OPINION OF 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE �S4 8 H'y\1 THE ENGINEER, THE MATERIALS AND WORKMANSHIP DO NOT CONFORM TO ANY OR ALL NTH THE DRAWINGS AND DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK S 62 Q, `�co REQUIREMENTS OF THE SPECIFICATIONS. TO BE IN CONTACT WITH CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL DIRT, GREASE AND 61 RETAINING WALL OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. \ WITH PILASTERS 5. MISCELLANEOUS METALWORK -THE CONTRACTOR SHALL FURNISH AND INSTALL ALL w MISCELLANEOUS METALWORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUDED 8. FABRICATION AND INSTALLATION -UNLESS OTHERWISE SPECIFIED OR SHOWN ON THECIO \ 7,5 ARE THE FOLLOWING: DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION AND SHALL BE ��• 7;5 s�` ,l8°' = QQ 4 SUPPORTED RIGIDLY TO PREVENT DISPLACEMENT OR UNDUE VIBRATION. WHERE METALWORK IS TO (A) ALL ANCHOR BOLTS, NUTS AND WASHERS BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK (B) ALL RAILING POSTS INSTALLED AND RECESSES FILLED WITH ROCK DUST AND THEN HIGH STRENGTH DRY -PACK\ EXTENn SHEET NO. . METALWORK WITH DAMAGED COATING SURFACES SHALL BE REPAIRED. REPAIR OF (C) ALL STEEL HANDRAIL MORTAR / (D) ALL GATES. COATED SURFACES SHALL BE AFFECTED WITH AN APPROVED EPDXY COATING REPAIR KIT. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BOLTS, NUTS AND WASHERS WITH A HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. 10% OVERAGE. 4 10 ?1 12 13 14 �' ''7 18 1 OF 13 23 24 2 _ 29 30 HANDRAIL SEE SHEET WF -13 4 r =O E r CONSTRUCT 4' HT DECORATIVE FENCE CONSTRUCT BRIDGE ALONG CENTERLINE PANELS ALONG ; OF WALL OR CURB CENTERLINE OF;X1ENp;;D SEE DETAIL 8 J HEADWALL SEE DETAIL A -10 P ANS z 0 + 4 l,4 4 H T. ��o r ,-., /4' DECORATIVE FENCE ,CONNECT RAIL�s� T�POSTS ;- CONSTRUCT 12" HT. DECORATIVE FENCE MOUNT TO TOP OF rOS° HEADWALL SEE r8Y J DETAIL f CONSTRUCT 4' HT DECORATIVE FENCE ALONG CENTERLINE OF WALL OR RB\ SEE DETAIL 8 J yF joj' -- - 11 +00 E R am am am CONSTRUCT WEIR ACCESS GATE SEE DETAIL H -1 I CONSTRUCT 3' HT — DECORATIVE FENCE ALONG CENTERLINE OF WALL SEE DETAIL7 eJ GENERAL NOTES r3 COST CT EXTENDED HEIGH AILING ALONG CENT RLI E, OF CANAL PERIMETER WALL SEE DETATL TABLE OF RAIL PANELS PANEL NOS. 1 NUMBER EACH 1 TYPE LEVEL DIM "A" 6'-10" DIM "B" 6-7 1/4" DIM "C" 0 2 1 LEVEL 2-6" 2-3 1/4" 0 3 1 LEVEL 61-1011 6-7 1/4" 0 4-8 5 LEVEL 7-4 1/4" 7-1 1/2" 0 9-13 5 LEVEL 8'-5" 8'-2 1/4" 0 14-17 4 SLOPE UP TO RIGHT T-2 3/8" 6'-11 5/8" 4 1/8" 18-34 17 LEVEL 8'-5" 8'-2 1/4" 0 35 1 LEVEL T-5 5/8" 7-2 7/8" 0 36 1 LEVEL 1'-8 1/8" 1'-5 3/8" 0 37 1 LEVEL 2'-3 1/2" 2'-0 3/4" 0 ALTERNATE #1 NOTE: PANELS 55, 56, 57, 106, 107, 108, 109, 110, 111, 112, & 113 ARE INCLUDED IN BASE BID. 919 .s 7 97 9 96 4 _4J4 4" 7,9+3�4,�9 3 4 d�s� \ \8, , so 'Ile CONSTRUCT R NG AL z CONSTRUCT RETAINING s " CENTE E OF AL 8�s' \ 0 8.s, RIMETTE ALL 8, WALL SEE DETAIL 6 0 8" 91 SEE DE LF- + - Co 8`9� CONSTRUCT RETAINING WALL SEE DETAIL' 4 CONSTRUCT 3' HT F 8s' DECOR TIVE FENCE /nin A I rnAl A -r 11 \ 1 _ ROVIDE HANDRAIL , ' TRUCT ' RETAININ"ALL SEE DETAIL �� 5 -7 , 1. BRICK ANCHORAGE DEVICES SHALL BE INSTALLED IN THE BRICK & CONCRETE AS SHOWN ON THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY, AGAINST THE BRICK OR CONCRETE. THE BRICK ANCHORS FOR MOUNTING SHALL BE HILT] DROP IN STYLE, DIAMETERS AS SHOWN, OR APPROVED EQUAL. 2. GENERAL - THE WORK INCLUDED HEREIN SHALL CONFORM TO SECTION 75 - "MISCELLANEOUS METAL" OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF ALL REINFORCING STEEL, STRUCTURAL STEEL AND MISCELLANEOUS METAL AS SHOWN ON THE PLANS AND SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL, COMPLETE, ALL MISCELLANEOUS METALWORK, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. QUALITY CONTROL - ALL ITEMS SPECIFIED HEREIN SHALL BE OF THE SIZES, SHAPES AND MATERIALS AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY AND APPEARANCE, SHALL BE OF THE BEST COMMERCIAL QUALITY FOR THE PURPOSES SPECIFIED AND MADE WITH STRUCTURAL PROPERTIES TO WITHSTAND ALL STRESSES AND STRAINS TO WHICH THEY NORMALLY WILL BE SUBJECTED. ITEMS FURNISHED, UNLESS OTHERWISE SPECIFIED, SHALL BE STANDARD APPROVED PRODUCTS OF RECOGNIZED MANUFACTURERS AND FABRICATED IN ACCORDANCE WITH THE BEST SHOP METHODS. ALL INCIDENTAL ITEMS AND ACCESSORIES NOT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, BUT WHICH ARE REQUIRED TO FULLY CARRY OUT THE SPECIFIED INTENT OF WORK, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS ISSUED BY THE AMERICAN WELDING SOCIETY. ALL FIELD WELDING SHALL BE DONE BY AN ELECTRIC ARC METHOD USING COATED ELECTRODES. ALL FIELD AND SHOP WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE STANDARD QUALIFICATION PROCEDURE OF THE AMERICAN WELDING SOCIETY. 4. SHOP DRAWINGS AND MILL REPORTS - SHOP DRAWINGS OF ALL FABRICATED UNITS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIAL AT ANY TIME BEFORE FINAL ACCEPTANCE OF PROJECT WORK, IF, IN THE OPINION OF THE ENGINEER, THE MATERIALS AND WORKMANSHIP DO NOT CONFORM TO ANY OR ALL REQUIREMENTS OF THE SPECIFICATIONS. 5. MISCELLANEOUS METALWORK - THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MISCELLANEOUS METALWORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUDED ARE THE FOLLOWING: (A) ALL ANCHOR BOLTS, NUTS AND WASHERS (B) ALL RAILING POSTS (C) ALL STEEL HANDRAIL (D) ALL GATES. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. 4 HANDRAIL SEE SHEET WF -13 CONSTRUCT 3' HT DECORATIVE FENCE SEE DETAIL � TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 0 38-42 5 LEVEL 8'-0 1 /8" 7-9 3/8" 43 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 44 1 LEVEL 2-6 1/4" 2-3 1/2" 0 45 1 LEVEL 2-0 1/2" 1'-9 3/4" 0 46-48 3 LEVEL 7-4 1/2" 7-1 3/4" 0 49-51 3 SLOPE UP TO LEFT 7-4 1/2" 7-1 3/4" 3 1/2" 52-54 3 SLOPE UP TO LEFT 7-5 1/4" 7-2 1/2" 4 1/2" 55-57 3 LEVEL 6-9 3/8" 6-6 5/8" 0 58-60 3 SLOPE UP TO RIGHT 7-5 1/8" 7-2 3/8" 4 3/8" 61 -62 2 OPE UP TO RIGHT 8'-5" 8'-2 1/4" 4 3/8" 63 1 ,' SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 25/811 64-94 31 LEVEL 8'-5" 8'-2 1/4" 0 95 - 97 3 LEVEL 7-9 3/4" 7'-7" 0 9$x'99 2 LEVEL 7'-5" 7-2 1/4" 0 100 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 101 -105 106 5 1 LEVEL SLOPE UP TO LEFT 6'-10" 8'-0 1/2" 6-7 1/4" 7-9 3/4" 0 4 1/2" 107 1 SLOPE UP TO LEFT 71-1111 7-8 1/4" 4 1/4" 108 1 SLOPE UP TO RIGHT 71-1111 7-8 1/4" 4 1/4" 109 1 SLOPE UP TO RIGHT i 8'-0 1/2" 7-9 3/4" 4 1/2" 110 1 SLOPE UP TO LEFT 8'-0 1/2" 7-9 3/4" 4 1/2" 111 1 SLOPE UP TO LEFT 71-1111 7-8 1 /4" 4 1/4" 112 1 SLOPE UP TO RIGHT 71-1111 7-8 1/4" 4 1/4" 113 1 SLOPE UP TO RIGHT 8'-0 1/2" 7-9 3/4" .s, - 41 `sy 8,82 8.HANDR7�I AT r EPS PE DA 8� `� `� sb 3� ��� CONSTRUCT RAILING 8, 9 \ ALONG CENTERLINE �IZ� OF RETAINING WALL SEE DETAIL A �.01 L?q QO CONSTRUCT 3' HT. DECORATIVE FENCE ALONG CENTERLINE OF A A1, d - Q,E RETAINING WALL SEE DETAIL 9 -- e - C STRU �. CONSTRUCT e 's ,, RE NTNG LL `o RETAINING WALL \s' `\ \SEE TAIL 9 �, o SEE DETAIL 4 8, �� \� HANDRAIL - 'mss' \ �� :,. SEE SHEET WF -13 20 � 2 6 1/4 WALL & RAILING PLAN - Scale: 1 16"=1'-0" WF -4 �,8s? CONS RUCT ERA =\ CONSTRUCT GATE ACCESS �, �, RETAINING HANDRAIL �\ s3 SEED AIL - ��, WALL SEE SHEET WF -13 SEE DETAIL 10 6>. -O 6. MATERIALS -MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: `s3 . 1 9 (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH .01 �' cS ASTM A36 AND SHALL BE POWDER COATED (FUSION EPDXY), AND SHALL BE COLOR BLACK. THE FRONT FACE OF THE ARCHES ON THE PANELS SHALL BE PAINTED WITH 4 y CONSTRUCT RETAINING TWO COATS OF EPDXY ENAMEL COLOR "ANTIQUE GOLD". CONS WALL WITH PILASTERS s' CONSTR CT EX ED (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN SEE DETAIL 5 \ 1 \ems EIGHT LING AL �G / \`�4 CONFORMANCE WITH ASTM A120, SCHEDULE 40 OR 80, POWDER COATED AS SPECIFIED F_ S' 0 TERLINE" CANAL �, S s OR INDICATED ON THE DRAWINGS. \ ERI171TER WA 'S (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE #304 OR #316 8sS9 S EE, DETAIL STAINLESS STEEL TAMPER RESISTANT DESIGN. " 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE 62 \ 05 WITH THE DRAWINGS AND DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK ` b 6r TO BE IN CONTACT WITH CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL DIRT, GREASE AND OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. 8 Co ` Q 8. FABRICATION AND INSTALLATION - UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE Cv DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION AND SHALL BE \T V81 SUPPORTED RIGIDLY TO PREVENT DISPLACEMENT OR UNDUE VIBRATION. WHERE METALWORK IS TO BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK EXT f INSTALLED AND RECESSES FILLED WITH ROCK DUST AND THEN HIGH STRENGTH DRY PACK MORTAR. METALWORK WITH DAMAGED COATING SURFACES SHALL BE REPAIRED. REPAIR OF E/�yT COATED SURFACES SHALL BE AFFECTED WITH AN APPROVED EPDXY COATING REPAIR KIT. 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BOLTS, NUTS AND WASHERS WITH A \ ��'A 10% OVERAGE. 10 11 12 13 14 1 18 19 20 21 22 23 24 z 1 �a C 0 r2 -j d. W o Q 00 N LEGEND m T a) 0 RAILING PANEL w W J Q� U o L o U oo M — rn o Uco Co 0)m 0 W o T 2 U .� M Co �6 g C) P C " a) 10 0 0 T T RETAINING WALL - - -" "�"- RETAINING WALL -3 � 3 Cl) rtA z C 0 r2 -j d. W LL a_ Q W CE Y W LEGEND m z 01Q a) W J O °6 RAILING PANEL w W J RAILING POST J U U Q o -,--RAILING PANEL NUMBER o PANEL e, ` DIM. "A",0 ON TABLE THIS SHEET a) DECORATIVE WROUGHT OR IRON FENCE RETAINING WALL - - -" "�"- RETAINING WALL -3 � 3 WITH PILASTERS rtA SHEET NO. \ffilpo� o OF 13 7 29 30 i z Qj LL N T m U O O Q o O co o m e m a� r 0 � a om 1Q � o z r2 -j d. W LL a_ 07 z W CE Y W LEGEND m z 01Q BRICK PILASTER W J O °6 RAILING PANEL w W J RAILING POST J U U Q J_ -,--RAILING PANEL NUMBER '------LENGTH OF PANEL e, ` DIM. "A",0 ON TABLE THIS SHEET r-,'`��`` 10 1, DECORATIVE WROUGHT OR IRON FENCE RETAINING WALL - - -" "�"- RETAINING WALL -3 � 3 WITH PILASTERS rtA SHEET NO. \ffilpo� 7. I-)oy OF 13 7 29 30 ®1 WE m M■ no a i t t 0 i f' CONSTRUCT EXTENDED HEIGHT RAILING ALONG CENTERLINE OF HEADWALL NF�S F/ ti -1� , 68 RETAINING WALLS\ �j83 3 1 8'-3 7 SEE DETAIL 14 \\\ a+ \ HANDRAILS SEE SHEET WF -13 \ RETAINING WALL GENERAL NOTES 1. BRICK ANCHORAGE DEVICES SHALL BE INSTALLED IN THE BRICK & CONCRETE AS SHOWN ON THE PLANS SO THAT THE ATTACHED ITEMS WILL BEAR FIRMLY AGAINST THE BRICK OR CONCRETE. THE BRICK ANCHORS FOR MOUNTING SHALL BE HILT] DROP IN STYLE, DIAMETERS AS SHOWN, OR APPROVED EQUAL. 2. GENERAL - THE WORK INCLUDED HEREIN SHALL CONFORM TO SECTION 75 - "MISCELLANEOUS METAL" OF THE STANDARD SPECIFICATIONS. THIS WORK SHALL CONSIST OF FURNISHING ALL LABOR, TOOLS, EQUIPMENT AND MATERIALS NECESSARY FOR THE INSTALLATION OF ALL REINFORCING STEEL, STRUCTURAL STEEL AND MISCELLANEOUS METAL AS SHOWN ON THE PLANS AND SPECIFIED HEREIN AND AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT AND PERFORM ALL OPERATIONS REQUIRED TO FURNISH AND INSTALL, COMPLETE, ALL MISCELLANEOUS METALWORK, AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 3. QUALITY CONTROL - ALL ITEMS SPECIFIED HEREIN SHALL BE OF THE SIZES, SHAPES AND MATERIALS AS INDICATED ON THE DRAWINGS OR SPECIFIED HEREIN. ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS IMPAIRING STRENGTH, DURABILITY AND APPEARANCE, SHALL BE OF THE BEST COMMERCIAL QUALITY FOR THE PURPOSES SPECIFIED AND MADE WITH STRUCTURAL PROPERTIES TO WITHSTAND ALL STRESSES AND STRAINS TO WHICH THEY NORMALLY WILL BE SUBJECTED. ITEMS FURNISHED, UNLESS OTHERWISE SPECIFIED, SHALL BE STANDARD APPROVED PRODUCTS OF RECOGNIZED MANUFACTURERS AND FABRICATED IN ACCORDANCE WITH THE BEST SHOP METHODS. ALL INCIDENTAL ITEMS AND ACCESSORIES NOT SHOWN ON THE DRAWINGS OR SPECIFIED HEREIN, BUT WHICH ARE REQUIRED TO FULLY CARRY OUT THE SPECIFIED INTENT OF WORK, SHALL BE FURNISHED WITHOUT ADDITIONAL COST. WELDING SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AS ISSUED BY THE AMERICAN WELDING SOCIETY. ALL FIELD WELDING SHALL BE DONE BY AN ELECTRIC ARC METHOD USING COATED ELECTRODES. ALL FIELD AND SHOP WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS QUALIFIED UNDER THE STANDARD QUALIFICATION PROCEDURE OF THE AMERICAN WELDING SOCIETY. 4. SHOP DRAWINGS AND MILL REPORTS - SHOP DRAWINGS OF ALL FABRICATED UNITS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. THE OWNER RESERVES THE RIGHT TO REJECT ANY MATERIAL AT ANY TIME BEFORE FINAL ACCEPTANCE OF PROJECT WORK, IF, IN THE OPINION OF THE ENGINEER, THE MATERIALS AND WORKMANSHIP DO NOT CONFORM TO ANY OR ALL REQUIREMENTS OF THE SPECIFICATIONS. 5. MISCELLANEOUS METALWORK - THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MISCELLANEOUS METALWORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. INCLUDED ARE THE FOLLOWING: (A) ALL ANCHOR BOLTS, NUTS AND WASHERS (B) ALL RAILING POSTS (C) ALL STEEL HANDRAIL (D) ALL GATES. (E) ALL OTHER MISCELLANEOUS METALWORK INCLUDING CONNECTIONS AND MISCELLANEOUS HARDWARE NOT SPECIFIED ELSEWHERE IN THESE SPECIFICATIONS. RETAINING WA SEE DETAIL CONSTRUCT 3' HT. DECORATIVE FENCE SEE DETAIL / 'J 10' C.L. GATE WITH FENCE TIES r%nK1C'Tn1 in -r A rYl A'r^r') RETAINING WALL HANDRAILS SEE SHEET RETAINING WALL WF -13 SEE DETAIL WALL & RAILING PLAN Scale: 1/16"=1'-0" �) 6. MATERIALS - MATERIALS SHALL BE IN CONFORMANCE WITH THE FOLLOWING REQUIREMENTS: (A) UNLESS OTHERWISE SPECIFIED, STRUCTURAL STEEL SHALL BE IN CONFORMANCE WITH ASTM A36 AND SHALL BE POWDER COATED (FUSION EPDXY), AND SHALL BE COLOR BLACK. THE FRONT FACE OF THE "ARCHES" ON THE PANELS SHALL BE PAINTED WITH TWO COATS OF EPDXY ENAMEL COLOR "ANTIQUE GOLD". (B) UNLESS OTHERWISE SPECIFIED, ALL STEEL PIPE SHALL BE STANDARD STEEL PIPE IN CONFORMANCE WITH ASTM A120, SCHEDULE 40 OR 80, POWDER COATED AS SPECIFIED OR INDICATED ON THE DRAWINGS. (C) ALL BOLTS AND NUTS, UNLESS OTHERWISE SPECIFIED, SHALL BE #304 OR #316 STAINLESS STEEL TAMPER RESISTANT DESIGN. 7. THE ASSEMBLING, INSTALLING AND CONNECTING OF METALWORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND DONE IN A WORKMANLIKE MANNER. THE SURFACES OF ALL METALWORK TO BE IN CONTACT WITH CONCRETE SHALL BE THOROUGHLY CLEANED OF ALL DIRT, GREASE AND OTHER FOREIGN SUBSTANCES BEFORE THE CONCRETE IS PLACED. 8. FABRICATION AND INSTALLATION - UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, ALL EMBEDDED METALWORK SHALL BE SET ACCURATELY IN POSITION AND SHALL BE SUPPORTED RIGIDLY TO PREVENT DISPLACEMENT OR UNDUE VIBRATION. WHERE METALWORK IS TO BE INSTALLED IN RECESSES IN FORMED CONCRETE, SAID RECESSES SHALL BE MADE, METALWORK INSTALLED AND RECESSES FILLED WITH ROCK DUST AND THEN HIGH STRENGTH DRY -PACK MORTAR. METALWORK WITH DAMAGED COATING SURFACES SHALL BE REPAIRED. REPAIR OF COATED SURFACES SHALL BE AFFECTED WITH AN APPROVED EPDXY COATING REPAIR KIT. 9. THE SUPPLIER IS TO PROVIDE ALL EXPANSION ANCHORS, BOLTS, NUTS AND WASHERS WITH A 10% OVERAGE. 11 12 13 14 HANDRAIL SEE SHEET WF -13 28 7'-7 1/8" 'e'1 JO Cis \ CP- s, Cp- c3`z� Sd MINI ulr n 73 PANELS 15 E RETAINING WALLS SEE DETAIL20 RETAINING WALLS SEE DETAIL19 -i 4'-6 1/2' CONSTRUCT EXTENDED HEIGHT RAILING ALONG CENTERLINE OE -HEADWALL TABLE OF RAIL PANELS PANEL NOS. NUMBER EACH TYPE DIM "A" DIM "B" DIM "C" 1- 2 2 LEVEL 6'-11 " 61-81/411 0 3 1 LEVEL 1'-1 1/8" 0'-10 3/8" 0 4-6 3 LEVEL 8'-5" 8'-2 1/4" 0 7 - 8 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 2 1/2" 9-14 6 SLOPE UP TO RIGHT 7-9 5/8" 7-6 7/8" 1 7/8" 15-18 4 LEVEL 8'-5" 8'-2 1/4" 0 19 1 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 3 7/8" 20 1 LEVEL 2'-2" 1'-11 1/4" 0 21 -26 6 LEVEL 7-7 1/8" 7-4 3/8" 0 27 (GATE) 1 LEVEL 4'-10 7/8" 4'-8 1/8" 0 28-29 2 LEVEL 7-7 1/8" 7-4 3/8" 0 30 1 LEVEL 2'-1 7/8" 1'-11 1/8" 0 31 -34 4 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 4 7/8" 35 1 SLOPE UP TO LEFT 7-2 1/8" 6-11 3/8" 4 1/8" 36 1 SLOPE UP TO LEFT 8'-5" 8'-2 1/4" 4 7/8" 37 1 LEVEL 1'-1 7/8" 0'-11 1/8" 0 38-39 2 SLOPE UP TO LEFT 41-61/211 4'-3 3/4" 21/411 40-41 2 LEVEL 8'-7 1/8" 8'-4 3/8" 0 42 1 LEVEL 2-3 3/8" 2-0 5/8" 0 43 1 LEVEL 1'-11 5/8" 1'-8 7/8" 0 44-46 3 LEVEL 8'-5" 81-21/411 0 47 1 LEVEL 8'-2 1/4" 7-11 1/2" 0 48 1 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 45/811 49-50 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 8 1/4" 51 1 SLOPE UP TO RIGHT 8'-5" 81-21/411 3 1/8" 52-53 2 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 81/411 54 1 LEVEL 3'-10 5/8" 3-7 7/8" 0 55-62 8 LEVEL 7-10 5/8" 71-77/811 0 63 1 LEVEL 4'-6 5/8" 4'-3 7/8" 0 64 1 LEVEL 8'-5" 8'-2 1/4" 0 65 1 LEVEL 2'-4 3/8" 2'-1 5/8" 0 66 1 LEVEL 2'-10" 2-7 1/4" 0 67-68 2 LEVEL 6-3 1/8" 6-0 3/8" 0 69 1 LEVEL 2'-10" 2-7 1/4" 0 70 1 LEVEL 6-10 7/8" 6-8 1/8" 0 71 -76 6 LEVEL 8'-5" 8'-2 1/4" 0 77 1 SLOPE UP TO RIGHT 8'-5" 8'-2 1/4" 3" 78 1 LEVEL 1'-7 5/8" 1'-4 7/8" 0 79-80 2 SLOPE UP TO RIGHT 6-6 1/2" 6-3 3/4" 2" 81 -83 3 LEVEL 61-93/811 6'-6 5/8" 0 P3 & P4 2 LEVEL 7-5 1/8" 7-2 3/8" 0 LEGEND BRICK PILASTER —RAILING PANEL RAILING POST ,,,--RAILING PANEL NUMBER ---LENGTH OF PANEL DIM. "A" ON TABLE THIS SHEET DECORATIVE WROUGHT 0 0 0 0 IRON FENCE RETAINING WALL oy ' � r AWO&Wo N W U a o C-' Co U UC r o� m? 00 Co Uo C �Z6 Lco Co LL co m W `r 0 r 5 Q5 C� Co I�i U CO "go 1 MWj O r :E 0 o� r I— CoT ,z Q C 0 Q 0 0 1A" z 0 J W ILQ U) a_ z W Y cc W J m z Q T LL O J 0 w WJ U J U z J J � � N m LL A > �Q O m U Q C3� o Cb � ? �3 U o:z o p o m' m 0 u> f io°`Qoiu-°o 1A" SHEET NO. \ffCpE30 OF 13 z 0 J W ILQ U) a_ z W Y cc W J m z Q T LL O J °6 w WJ U J U J J SHEET NO. \ffCpE30 OF 13 mw� .------._.—._.�._._._. , iii .�. U Ig O ui T MILL R ; NEAR P - 5' - _ - - 41-8" - -; _ CONNECT TO + G i EXISTING 6' CL + DT -3 FENCE G DT -3 HANDRAIL CONSTRUCT 5' WROUGHT IRO FENCE SEE DETAIL J THICKENED v ° - WF -1 CONCRETE EDGE B RETAINING WALL HANDRAIL DT -3 WITH BRICK TOP r ° SEE SHEET oo . + WF -13 I QA 1.0 DDT B ° 3 ` RETAINING 1D HANDRAIL SE WALL ° A o WF-EE 13HEET HANDRAIL ° o SEE SHEET WF -13 RETAINING WALL ° 1F EXISTING v-_ A SIDEWALK DT -3 TO V STREET WALL PLAN Scale: 1/8" =1'-0" WF -6 SIDEWALK HANDRAIL HANDRAILOUH SIDEWALK _ _ R'ONRFFENCE BEYOND - GF RETAINING WALL _ -- ---- z:. GROUND LIN -- _--- i EXISTING Ln----, -==,: _�:._. �, SIDEWALK - ----i ---------- -u'-� J_ L VIEW 1A L--, `---J EXISTING SIDEWALK WALL FOOTING GROUND LINE 11/lit (1Tf'l r-rl-T n A \ /n nr1\ •n1A 1r -f'1 \ /11-\A! L_J ' L_1---1 WALL FOOTING TOP OF LANDING -RETAINING WALL VIEW 1 C m 0 RETAINING WALL WITH BRICK TOP, TYP. 0 i B DT -3 0� DT -3 T B 8'' Ilk �' o d a CJ p _ o W, B - d PLANTER PLANTERT_3, t I' ;�- 00 w IQ cc 11 20 11 11 20 1 B 3B B T-3 WALL PLAN tr C) CID Scale: 1/8" =1'-0" WF -6 RETAINING � RETAINING WALL WALLCo GROUND �► GROUND LINE v o -- --WALL :J." , _ - ,�. L =_ � _r _...._r....._._T _ _ L-----'t------J L------------J----__'--------------------J---------_---J L -------------J.-.--- --------------------- -t-------------J v--- �WALL FOOTING Co VIEW 3A VIEW 313 WALL FOOTING Co RETAINING W o RETAINING WALL %WALL' GROUND - - WALL J �._ .. L ------ L-- - J -' ----------------------------------------------------J L - WALL FOOTING -J VIEW 3D ------------------------ -------------- --------J WALL FOOTING UCo ITILL +� 00 0 sem!' 2 c O Or T CL T t � m ND LINEGROUND LINE RETAINING LD WALL :Q U E a 0 EXISTING - _'_z -- 2 SIDEWALK - ---- ,_:-7_A-TL -� L--------- -J WALL FOOTING 3 L ----- _J__ -J i 3 TOP OF SIDEWALK/RAMP RETAINING WALL L_ --_J WALL FOOTING TOP OF SIDEWALK/RAMP �r -I VIEW 1 D ANDRAIL d- RETAINING WALL s --------- -----------------------L--J OQ WALL FOOTING N RETAINING GROUND WALL LINE RAMP BEYOND HANDRAIL EXISTING SIDEWALK-- -- - rtr ----------------------- I r� -------------- - - - J t_ --i t_ --i (v J WALL FOOTING VIEW 1 F ND VIEW 1 B - — � -- ---� J � _7. _ 263'-9» f Ij PILASTER m U o > CV dim U C O �Oi Liw [� `c L cO ° p 3 p o z m iI a To .. C/) 13TH S 1`T ; ; n ��/ `� =; ;' - . , ` r :� , { i / r j\ i W G Lij 1� 2 u) O W Q 1 W � PILASTER RETAINING 8' TYP. 1 U) ci Q WALL i w Y > r LIJW , ����J_- _� . S _ .z _ 1 _ _ _ . ,.ui cc oo �. II Q LL IF 66 ----------------------------------------------------------------------------------------------------------------------------------� -- 1 0 W GROUND LINE WALL FOOTING >_ w LL VIEW 2 — NORTH END I-- Lu 06 U U J � � DT -3 .J Q 263'-9» ! PILASTER i �MITI 1 .*\..ate --\'. ���A7�" `. �\{•\ .`( `�Ed Lau U" W i TO CALIFORNIA AVENUE ��11 1 W RETAINING`--� i WALL PILASTER "� -��. �� �-. Lz_�m— •. _ _-" _..-` _ _ _ _."_�.�. � _: �_ � ' ," _,-�T � .mss_ __.",���._.I� � �'i Q -- - - _ z� _-------------------------------------------------------------------------------------------------------------------------------------------------------J .-. ! 2 ------------------ WALL FOOTING VIEW 2 —SOUTH END GROUND LINE SHEET NO. WALL PLAN Scale: 1/8" =1'-0" WF -6 d �U OF . I 13 14 1'6 1'8 19 20 21 22 23 24 6 c) I -rnrl nr CIf1rUf A 1 1/ ow ?1 1. rr nr-f-nf7 A T1\ fr WALL PLAN _- 4 Scale: 1/8" =11-0" WF-% "It 0 L---------------------------------------------------------------------------------------------------J L--- [WALL FOOTING VIEW 4A VIEW 4A TOP OF SIDEWALK HANDRAIL r WALL FOOTING �i VIEW 413 f� x 5'— 4" H T. DECORATIVE FENCE IIIIII�������IIIIII (I�Ilm.uii111�Ii II�IIIi��_���IIIIII II�IIni�:��n11�I IIII IJI�I uiilliflllllllil�I�I�iI111111111111i�I�DIIIILLIIIiLIIir�I�11111lllllllil�i�i CONCRETE EDGE PILASTER DIMENSIONS - MEXICALI WALL PILASTER NO. HEIGHT ABOVE FOOTING THICKNESS LENGTH 1 7'-811 12" 2811 2 71-811 1211 21 2' S. FACE 24 " E. FACE 3 1-411 11 2411 62811 4 51-011 1 211 Co Q o m ai 5 71-101' 16" 3211 71-411 1611 3211 7 61-1011 1 611 /]ll 8 51-611 121' 2641' 9 41-111 161' 2611 10 2'-10" 2011 2611 11 3'-6" 1611 1 2611 12 5'-0" 1211 1 26" 13 1 61-4" 1611 2411 14 1 7'-811 PILASTER 3' HT. DECORATIVE FENCE SEE DETAIL J -------------------------------------------------- VIEW 413 EXISTING FENCE WITH PILASTERS HANDRAIL SEE, SHEET WF -13 -t.. TAINING WALL FH BRICK TOP w 4-#4 BARS, CONTINUE UP THROUGH WALL-' AND PILASTERT-3 3-#3 HOOPS _,. " ►� a �,+� �; 1 :1 L_: __-- "=L i = t-1-; t t� ,i? -,-1; ME -! TMz � - , tU`t lr , 1 �:- Q ::D �°," NI r mo Co Q o m ai _ MORTAR PRECAST PILASTER m CAP TO PILASTER TOP 4 —�-i EN Cz U PANEL a ! � a I o_ I � I PILASTER Co Co I ICj 2'-0"DIA FTG TOP OF LINE OF SIDEWALK BEYOND SIDEWALK 2-#4PILASTER � RETAINING WALL I z .0 m =�- VENEER BRICK, SOLID BRICK TOP GROUT PILASTER I z o w------------------------- o J O_ I — a) 10 Co WALL FOOTING �► ( > U o 10 BRICK CAP-------,,- (o AP TOP OF SIDEWALK I w I -i M DECORATIVE #4 BOND BEAMS __j ® °D FENCE #3 TIES I �.M o TOP OF C'FANDRAIL 4 BARS ®24" VERT. C'6 0 SIDEWALK HANDRAIL 00ETAINING # T a I8"X8"X16" CONCRETE �"RICK TOPMASONRY UNITS, SOLIDTOP OF GROUT FULL HEIGHT IID W K [WALL , J • !il_`_! I-=Ilf pis=a!' I - VOID VERTICAL MORTAR v % „' ;�f �l;I 11I C L ------_-----J FOOTING VIEW 4C FIRST COURSE FOR=i 8 k WALL FOOTING DRAINAGE {: ilii I ^ K r,`! re I! c —tN DT -3 , 1-Y" 'l� ! z :, a W:, Lo i3 w Q Z' o U ,Q o r. Q w u, LJJldf,z LL_ UZI » -!4 tIw W' w FORM TOP 5-1 2 OF - - , �L s' FTG ON PA K SIDE t i �_ ___ —1 i !- 6 CONNECT EXISTING FENCE PANEL TO PILASTER SEE DETAIL J SIM. B 4-#4 BARS, CONTINUE UP THROUGH WALL-' AND PILASTERT-3 3-#3 HOOPS _,. " ►� a �,+� �; 1 :1 L_: __-- "=L i = t-1-; t t� ,i? -,-1; ME -! TMz Of Lu °- �- - a- -- , �°," NI r mo Co Q o m ai _ 3-#4 BARS, CONTINUOUS THROUGH = PILASTER 2'-0"DIA FTG PILASTER FTG U) PILASTER Q WROUGHT IRON FENCE Scale: 1/8" =1'-u" \X!r i6ft PANELS SEE DETAIL J ,_ » 6' HT. DECORATIVE FENCE -1 CE 8 TYP[ -. fFENHT. DECORATIVE GROUND LINE FENCE DECO HT. 6' HT. DECORATIVE r— BEYOND WALL PILASTER DECORATIVE FENCE � CONSTRUCT THIS PILASTER Lo TO MATCH THOSE AT RETAINING WALL WALL SECTIONA O CANAL PERIMETER WALL WITH BRICK TOP 0 - I SEE DETAIL B SIM. EXIST. PILASTER WITH Scale: 3/4" = V-0" WF -7 w Q -1 WROUGHT IRON FENCE u- > RETAINING WALL PANEL, BEYOND WALL LINE g x8,� x16 CONCRETE v) Q W WITH BRICK TOP GROUND LINE rr 0-_jOF r MASONRY UNITS, SOLID —� 5 -4 HT. DECORATIVE BEYOND WALL w < SIDEWALK FENCE TOP OF SIDEWALK GROUT FULL HEIGHT. ,, Q w W DECORATIVE VENEER ON ,6 CO W STREET SIDE '\ / u. _ Z 0 TOP OF w w ---------------- -- - - CLEA _ r_._ - - - - - - - -- - SIDEWALK — 00 F. Y z a �- - - - �, _ - EXIST. WALL U _._�...r. -- - --- -- --- - --- - ---- - -- - --- -- ----- ---------------------------------------------------------------- '. - °ZS - t ._r ----------T-__------- Z��� - ----------- 7mit JCS' U -_--___--J �-------_r--------_.J J ---------------------------r----------�" WALL FOOTING � o -t___� ------------- � -J _1 VIEW 5A I � __J LL_ sCUT BLOCKS AND VIEW 5B WALL I PLACE FLUSH TO :E Q FOOTING PILASTER DETAIL B REFER TO FACADE PLANS N N I G 3 ✓ � NOTE: FENCE PANEL RUNS T-4 _, T-4140 -8" T_4 79'-47„ T-4 BEHIND PILASTERS, TYP. Q,��►�, �f► 41'-3" 71-611 450-3j$8 PROP. LINE AT BACK OF WALL CANAL R/W IJ 8 TYP. _ 101 U1 ul 101 SEE DETAIL B 0 0 v , a T4 M F I M RETAINING WALL WITH RETAINING WALL ,� �f:Y; M �--� T-4 i � � T-4 ���� T-4 - 3_ 6 DECORATIVE FENCE NOTE: FOR PILASTER MEXICALI WALL PLAN 6C WROUGHT IRON FENCE 1 DIMENSIONS, SEE TABLE ABOVE - N� PANELS Scale: 1/8" -11-0" WF -7 r�j�>. DECORATIVE GATE SEE DETAIL E cam - NO. 2 RETAINING WALL WITH - SEE DETAIL G - T-4 - PILASTER NO. 1 STONE FACADE & CAP 8'0" MAX. PLANTER POTS, SEE ao T_� oo STEPPED PILASTER � NO. 4 TOP OF LANDSCAPING SHEETS12 1 SIDEWALK n PILASTER NO. 6 NO' 8 NO. 10 'Y' PILASTER NO. 14 C;$ v- ,, no rT TOP OF J T - - - --- -- :.,. r ------- - -- - _- -__-I SIDEWALK SHEET o . 1 N s � ..r.„,.. 1 z 'r- 0O 1 1 1 r �\ �i ,- rr T "-11 1 �1 I I 1 ---.._------------------ ------ ---J ��❑ J L---L'------J--J i---1 -L---L- ---- - - \�\ ----- --------------------L_ _--- - - - _ - ----1--- �J------ N0. 11 NOTE: FOR PILASTER VIEW 6A N0. 3 0 ------------� ---� - - -------- - L - ;r, ;r, WALL FOOTING I VIEW 6B CONSTRUCT RAISED LEVEL PADS PILASTER N0. 5 N0. 7 NO, g N EXTEND RAISED LEVEL VIEW �C N0. 13 DIMENSIONS, SEE OF 36 0 FOR PLA TER OTS ;Y, �� �� PAD FOR PLANTER POT N WALL FOOTING ��� 13 ? 10 11 12 13 14 15 1"6 ?2 I IT r\rnf-%ri A Til /r r) A " -HANDRAIL SEE SHEET WF -13 24' - 3�, L1 '1 cls s;0 d uwj �d RETAINING WALL A _._ R� _ � !=zz ` . * o WITH BRICK TOP �-THICKENED T_3 I MORTAR PRECAST PILASTER 1 -4 SQR. �, N H CONCRETE EDGE g CAP TO PILASTER TOP,, �� 4" w �a Co T_3 `-- — T-3 `r E o _1-----_ - - A THICKENED ayCt ANEL T-3 CONCRETE EDGE B = L WPM T-3- _ a 74 - 8 �- B HANDRAIL ��N� RETAINING WALL T Tl%r1 nr C`Ir%r1,1AI 1/ L ---------- E,ALL —_—_—__--__ _ FOOTING VIEW 4A TOP OF SIDEWALK ANDRAIL WALL FOOTING 3' HT. DECORATIVE FENCE SEE DETAIL J SEE SHEET WF -13 4A WITH BRICK TOP WALL PLAN 4 1/8" =1'-0" WF -7 8" TYP. Cj ccoo 0) M(6 Co U C?Scale: T M SEE DETAIL B TOP OF oo TOP OF LINE OF SIDEWALK BEYOND 2-#4 BARS IN SIDEWALK SIDEWALK PILASTER i ca N j RETAINING WALL z �T� ;fir' -�==°= - _ WITH BRICK TOP ,� EER BRICK SOLID o --� « - _i__..._._i __'--�- - ---- �- f- . _--�-.. GROUT PILASTER z o W ,- L_____________________________________________________________________________________________ _ oCo i VIEW 4A ---- -- WALL FOOTING F�;� 10" BRICK CAP �? U Co 016 OF SIDEWALKmco w _ T 4 BOND BEAMS 3' HT. DECORATIVE FENCE # 3 TIES mi , CD ! C — TOP OF FENCE SEE DETAIL J TOP OF } ,� HANDRAIL #„ � � �� vi � SIDEWALK -1 SIDEWALK HANDRA RETAINING #4 BARS Ca} 24 VERT. w o !0 LL. T WALL WITH 8"X8"X16" CONCRETE r N BRICK TOP MASONRY UNITS, SOLID TOP OF GROUT FULL HEIGHT ------------------------ -- - --------------------------------- -- ,._ K- C, L------- L SIDEWALK -- L VOID VERTICAL MORTAR S �' THICKENED _-- ---- L FIRST COURSE FOR VIEW 4B VIEW 4B WALL�FOOTING VIEW 4C �/ WALL FOOTING DRAINAGE F i g 'r' DT -3 =Fa .r' _� C !� i nom: Lu U) Co /=� Z °> -�_J U- z EXISTING FENCErr WITH PILASTERS _ Z - i --�i f� N J z Q W y U FORM TOP 5-1 2 OF I ' "tea Q w ZW FTG ON PA K SIDECD CONNECT EXISTING FENCE �N �___,__� a Co Q� PANEL TO PILfjS`fER 4-#4 BARS TI Co Co SEE.,,DETAIL J SIM. #UP THROUGH WALL i i ►=i��i c�-N z g AND PILASTER t z i "__ _; s ---\ A RETAINI �s)3- 3 HOOPS �__ �m `� oWITH BRICK TOP �IV# --_�. � ._ : _ w Co _ F-7 --- PILASTER L_- -- - -=! 3 p o �-m a - - m ir =3 077 { 7• 3 #4 BARS CONTINUOUS 1'-0" THROUGH 5'-4" HT. WROUGHT IRON FENCE DECORATIVE PANELS FENCE 6' HT. DECORATIVE SEE DETAIL J FENCE 8' TYP' 5'-4" HT. DECORATIVE FENCE 00 FJ7, d _ r - - �--J--------- -------------------------------—--------------- 00 L ---------------------------r--------- LWALL FOOTING N 41'-3" T- - 6B NOTE: FOR PILASTER DIMENSIONS, SEE TABLE ABOVE 00 NO. 2 RETAINING WALL WITH PILASTER N0. 1 6'-0" N0. 4 STONE FACADE & CAP TYP. 7'� 6" 163,_9„� PILASTER 2 -0 DIA FTG PILASTER PILASTER FTG C/) CONSTRUCT THIS PILASTER Q Z WALL PLAN 5 N�j CANALTPER METER WALL WITH I BRICK TOP = �� WALL SECTION A o O Scale: 1/8” =1'-0" WF -7 SEE DETAIL B SIM. EXIST. PILASTER WITH Scale: 3/4" = 1'-0" WF -7 -� °� -1 WROUGHT IRON FENCE w � Q ' HT. DECORATIVE RETAINING WALL » u- Cr � GROUND LINE :� FENCE 5 -4 HT. WITH BRICK TOP PANEL, BEYOND WALL LINE g x8 x16 CONCRETE LL Q W SOLID PILASTER DECORATIVE TOP OF GROUND LINE MASONRY UNITS, M J BEYOND WALL / FENCE 5'-4" HT DECORATIVE BEYOND WALL w SIDEWALK GROUT FULL HEIGHTv < W . FENCE TOP OF SIDEWALK DEQ w o i _ CORATIVE VENEER ON �, m z W STREET SIDE LL J U I III O Y z _ cfl -I II SlD WA K CLEANLY SAWCUT w ILL _ _ - - -- _ zEXIST. -- U ir ----------------------------------------------- -WALL 06 CD ------------ L1----------�--------- CUT BLOCKS AND Lt .J _1 VIEW N VIEW 5B WALL 00 PLACE FLUSH TO C_? ' J F PILASTER DETAIL r B REFER TO FACADE PLANS Scale: 1/2" =1'-0" WF -7 G N 140,-8" NOTE: FENCE PANEL RUNS T 4 7» T-4 45'-3" - 79 -48 B t.MIND PILASTERS, TYP. 4*1 . LINE AT BACK OF WALL CANAL RAW y F RETAINING WALL WITH M 3'-6" DECORATIVE FENCE,: T-4 WROUGHT IRON M EXI CALI WALL PLAN 6 TRELLIS PANEL:- N SEE DETAIL H Scale: 1/8" =1'-0"WF-7%�►� TOP OF T-4 PLANTER POTS, SEE -! SIDEWALK LANDSCAPING SHEETS PILASTER NO. 6 '10 8" TYP. M SEE DETAIL B T-4-7 � M RETAINING WALL 6C WROUGHT IRON FENCE PANELS DECORATIVE GATEWROUGHT SEE DETAIL G IRON TRELLIS PANEL SEE DETAIL E :v T-4 SEE DETAIL H :zooT_4 STEPPED PILASTER - NO. 8 NO. 10 T-4 ; �, NO. 12 PILASTER NO. 14 ' "� t TOP OF SIDEWALK SHEET NO. F111 IIIIII IifillFillr1l11171 IIIIIII III I111111 1111111111����11111I fl IIIIIII 1iII IIIIIIIIIIIililllll i '10 8" TYP. M SEE DETAIL B T-4-7 � M RETAINING WALL 6C WROUGHT IRON FENCE PANELS DECORATIVE GATEWROUGHT SEE DETAIL G IRON TRELLIS PANEL SEE DETAIL E :v T-4 SEE DETAIL H :zooT_4 STEPPED PILASTER - NO. 8 NO. 10 T-4 ; �, NO. 12 PILASTER NO. 14 ' "� t TOP OF SIDEWALK SHEET NO. --- ----- — ------------------------ o ----- ----------- NO. -11 N0. 13- --- NOTE: FOR PILASTER N0. 7 NO. 9 0I VIEW 6C i �, DIMENSIONS, SEE WALL FOOTING N �- TABLE ABOVE 19 20 21 22 23 24 r 29 • 3 h V V LJ 1J � ❑ OF 13 i _ / ~^ 3 1 HT. DECORATIVE FENCE rA HANDRAIL HANDRAIL 4B SEE DETAIL J 4B WF T-3 RETAINING WALL A MORTAR PREC THICKENED LE S �T 'HE/ET F� rMORTAR PRIIAST PILASTER— WITH BRICK TOP B rH I * F N C E Cr N H CONCRETE EDGE PANEL -' 5 / . �Wn�/%| Cr \J�_��T�N|�(� ��[[ / // /| | |Cn � - w o - ��~ WITH BRICK TOP^~-� ~- WALLPV AN ,4). 00 RETAINING WALL TOP OF 00 TOP OF LINE OF SIDEWALK BEYOND Co —TOP OF SIDEWALK WITH BRICK TOP SIDEWALK PILASTER U - SIDEWALK C: _y `~''' ~~~'` '~' GROUT PILASTER C) Cn WALL FOOTING�l���� �1���� V [ . BRICK CAP 00 777 --- TOP OF '*WALK Coo 3' HT. DECORATIVE 3' HT. DECORATIVE FENCE #3 TIES mi, ow: (D TOP OF E DETAIL TOP OF FENCE SEE DETAIL TOP OF cfj a) SIDEWALK RAIL FENCE SE HANDRAIL C oo rHAND (2) SIDEWALK IDEWALK (—HANDRAIL 2 #4 BARS @ 24" VERT. C) 0 00 RETAINING a- 8 X8 X16 CONCRETE C-14 -------- RICK TOP MASONRY UNITS, SOLID -6 CL TOP OF GROUT FULL HEIGHT --------------------------- L _CONCRETE EDGE -��-SIDEWALK __F ----- ---- VOID VERTICAL MORTAR LT FIRST COURSE FOR HICKENED °�� | �!-�4� | LWALL --�TJ/,'-� '""'' DRAINAGE -'- � `-Y8LL FOOTING IL' ui EXISTING FENCE =T C) WITH PILASTERS Of ____-~'� � <FORM~ /�m /v, u-'2 c" ' ' | =~ � � . FTG - - � L/' ' SIDE _xxj '^ � Cu--N—�T '-� EXISTING' PANEL TO PILASTER' -�^__ -�� __ 4_#4 BARS, CONTINUE SEE U °'m` UP THROUGH ~^L^ rN,~9 AND PILASTER Co / 3–#3 H -__-PILASTER Lu �WITH BRICK TOP :5i � ID 3-44 BARS, CO TINUOU PILASTER '�� PILASTER FTG T THIS PI C) N\\/ -\\VCONS PILASTER 2'–O"DIA L16 (3'j / �� �� FTG T, 7__ Z-' 0 5A TE WALL PLAN TO xxA/Cn /n A/ RE/rnnxnx, WALL WALL SECTION _J , CANAL PERIMETER WALL WITH BRICK TOP W Cc > CWROUGHT IRON FENCE Scale: 1/8" =1'��F- , SIM. EXIST. PILASTER WITH 8: 3/4" = V-0" = HT.) PANELS WROUGHT IRON FENCE Q-3- IVE [_ DECORATIVE D���#�T|\� RETAINING WALL PANEL,BEYOND WALL LINE �- --Uf CE 6' HT. DECORAT t9' TYP r5'-4" HT. DECORATIVE ,-5 –4" HT. r r* W BEYOND WALL Z FENC SIDEWALK 5'-4" HT. DECORATIVE BEYOND WALL < W FENCE TOP OF SIDEWALK LL C`4 VlbW 5A VIEW 513 00 WALL ' 0-4 Al FOOTINGT-3 MATCH CAP TO CANAL R/W T-3 MEXICALI WALL ` 7 \ � � \ /�,'`""" �n�-L ^�rS/ LL PLAN 6 x oo �-7 RETAINING WALL � `" WITH BRICK TOP TOP OF SIDEWALK \ '77 777i7 --' i -L--_-_______--__-___---_-_____-___-___-----------_--------------------------------------------------------------------------------------------------------- ----------"--- -------------------�------------------------------------------------� '/ ----------------- VIEW 6 --V&^^ FOOTING OF � 13 � � / / � 1'o 1'1 1'2 /a 1'4 1*8 fe �b ui Z2 u3 94 _;6 � r� am -1 i -A -7) 11-r mr_^^m ATI\ fr TOP OF SIDEWALK 001 RETAINING WALL WITH BRICK TOP N VV/ALL t-LIAIv L, Scale: 1/8" =1'-0" �F- TOP OF oo TOP OF LINE OF SIDEWALK BEYOND HANDRAIL SIDEWALK i SIDEWALK L---------------------------------------------------------------------------------------------------i WALL FOOTING VIEW 4A �� OF DECORATIVE rHANDRAIL DETAILFENCE SEE _____CSIDEWALK •0 Itt arrrttll Itrt ■ tNl, tt� rr_ �st1llt�ln.... r L rrr.nrll Ilttunrll 11rEnntll Ilttannll1nr �t f f -.._ �N �r j 11 1111�1N_-_U'lmfiuuIIIIItt1�� 1I l 111111u�,1� �I11illl l II i IlIIl1Ii���u1u1111111f1i�i�����I�11111111.11l���� Ilf�-�111'll N r i L -----------------------------------------VIEW 4A -------------------------------------- - -------J L WALL FOOTING TOP OF SIDEWALK 3' HT. DECORATIVE FENCE SEE DETAIL J TOP OF SIDEWALK 1 , � 1 it tr�l\ 11111 UN 41 - ------------------------- ----------------------------- _� L-----------r--� THICKENED L -_j L -J I ---L-------- C ---J WALL FOOTING i VIEW 413 CONCRETE EDGE VIEW 413 LWALL FOO ANG RETAINING WALL WITH BRICK TOP TOP OF SIDEWALK DECORATIVE FENCE HANDRAIL RETAINING G WALL WITH BRICK TOP r -TOP OF SIDEWALK L L L J VIEW 4C WALL FOOTING ►NSTRUCT THIS PILASTER MATCH THOSE AT ,NAL PERIMETER WALL SEE DETAIL B SIM. -1 ■—+.rti+rili>:�il�)����-i���s�r�i��r�a��,,,�■ ��„�����rlw Z■�r1.�■�,1Z�s��ir1•� .w�».�...�:'�="�i.i�i'�.:.�.:.�"iw--_-- i�T.r?■iii?is1�Ti3�..-?r.?:��Tii�?i:.�.-i�i.�a.:: Scale: 1/8" =1'-0" RETAINING WALL WITH BRICK TOP TOP OF SIDEWALK -------------------------------------------------------------- -- - ------------ VIEW 6 WALL FOOTING /• I 10 11 12 13 14 ? :> 16T 19 20 21 22 23 24 'i <8 29 m[pow SHHEET NO. OF 13 sir X i i 1v �,� n 5A 1� Il F--) r t �t a �� ��� 1�� �� r v x I�---,---� o p J 00- Cf) 8' TYP. j > QLu L11 m z U / � 00 N W LL !N RETAINING WALL - i -'-_ �� `� _ �— —. = _ WITH BRICK TOP SIDEWALK �- �.i"- ' TOP OF J CD LL p � T � 1 ! (O_..-.�-.. (\ t6 �U � o p C r U o cO ( f CO �- rn o 0? Uco C m 0 W `r `�r�� VJ A(y) C ICY) ILL U ap C:r ` u5 C C) 0 � 1T I m ■—+.rti+rili>:�il�)����-i���s�r�i��r�a��,,,�■ ��„�����rlw Z■�r1.�■�,1Z�s��ir1•� .w�».�...�:'�="�i.i�i'�.:.�.:.�"iw--_-- i�T.r?■iii?is1�Ti3�..-?r.?:��Tii�?i:.�.-i�i.�a.:: Scale: 1/8" =1'-0" RETAINING WALL WITH BRICK TOP TOP OF SIDEWALK -------------------------------------------------------------- -- - ------------ VIEW 6 WALL FOOTING /• I 10 11 12 13 14 ? :> 16T 19 20 21 22 23 24 'i <8 29 m[pow SHHEET NO. OF 13 sir X i i 1v �,� n 5A 1� Il F--) r t �t a �� ��� 1�� �� r v x I�---,---� o p J 00- Cf) 8' TYP. j > QLu L11 m z U TOP OF LL !N RETAINING WALL - i -'-_ �� `� _ �— —. = _ WITH BRICK TOP SIDEWALK �- �.i"- ' TOP OF W } W LL CD LL p F- Cc � 1 ! (O_..-.�-.. .�.. :._ i.�_. _".. _ - _ ------------1_1L- Z i ` ---- r ---------------------------------------------- ------------------------------------'------------------L------------_-----J -.r - _ �[ v --------L m �U � o p O pcc-" p Nm ( f ■—+.rti+rili>:�il�)����-i���s�r�i��r�a��,,,�■ ��„�����rlw Z■�r1.�■�,1Z�s��ir1•� .w�».�...�:'�="�i.i�i'�.:.�.:.�"iw--_-- i�T.r?■iii?is1�Ti3�..-?r.?:��Tii�?i:.�.-i�i.�a.:: Scale: 1/8" =1'-0" RETAINING WALL WITH BRICK TOP TOP OF SIDEWALK -------------------------------------------------------------- -- - ------------ VIEW 6 WALL FOOTING /• I 10 11 12 13 14 ? :> 16T 19 20 21 22 23 24 'i <8 29 m[pow SHHEET NO. 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N i ------------------------ -------------------------- - - --j RETAINING WALL WALL FOOTING VIEW 13B WITH BRICK TOP OC-TAIAl1KIn MAI 1 RAIL FENCE RETAINING WALL VI FW 13C WITH BRICK TOP VI EW14A - •- ♦♦♦♦♦♦♦� �'�� ,• ,, � •, _ ...moi ♦��. ♦�' .�►� „ori. ♦ . < ice,, 1. � ,, ,,► A will r WALL FOOTING----' Vl\vvlvv 1-111411- VIEW -11`ILVIEW 15B THICKENED CONCRETE EDGE 4' ��1) /✓ 14.'�t A T-3 RAIL FENCE REATAINING WALL r—, '----------- L - J GROUND LINE WALL FOOTING RAIL FENCE 4 .CJ7 I? 43' cO Y 28 _ ��TTTT --- 4, o N w C.) crt U () Co T o ti CO �jvoMo -� Zo "0) m W37 0 T Co Co CID LLJI-V,b �,b `o T 0 0 T T i m 3jljjI ; Q 0 U I 1 cc D- - DT -3 PILASTER .� '. 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CANAL - ' C", - N; , PERIMETER 14B WALL WALL PLAN 14 Scale: 1/8 =1'-0" �F- RAIL FENCE �-- PILASTER -- ----------- VIEW 14B m - N T>:� O m U;Q o ao 0.voza ¢ p o Co m ai a mm'QSLL0 RAIL FENCE PILASTER SEE DETAIL A (n F-1 m Z ,n O C) a- I- - - LL mQ W l l ------------------- --------------------1-� L -J r/l a RETAINING WALL w Q W WITH CONCRETE VIEW 14C EDGE TOP FINISH Q Z W M U LL Z ° W LL �W U U °ZS RETAINING WALL D WITH CONCRETE -a DT -3 EDGE TOP FINISH -� --� 2 J�! - -- O rVv�, � CANAL PERIMETER - 16g WALL THICKENED WALL PLAN CONCRETE EDGE 16 IL FENCEPILASTER Scale: 1/8" =1'-0" WF -9 D TAIL A RAIL FENCE NCo 1..� ---- f - i , -7 --------------J-�J L -J �•S RET NING WALL THICKENEDWITH I CONCRETE CONCRETE EDGE TOP FINISH r VIEW 15C VIEW 16A EDGE VEIW 16BVIEW 16C WALL FOOTING SHEET NO. � F r-1 OF 13 19 20 21 22 23 24 2. 29 34 a HANDF SEE S A WF -11 CANAL R/W r E-� rb-'T 2'9'-4") N W., ri I Mao, B DT -3 10 < �e RETAINING WALL WITH BRICK TOP WALL PLAN K1-7"`� TOP OF Scale: 1/8" =1'-0" SIDEWALK L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I VIEW 17B 2 00 TOPOF - I SIDEWALK RETAINING WALL cGROUND LINE CN �WITH BRICK TOP L----------------------------------- I VIEW 17C VIEW 17D �WALL FOOTING GROUND LINE F -r L --L — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — —1— — — — — — — — — — — — — — - L — — — — — — — VIEW 19A --L------------J K HANDRAIL RETAINING WALL TOP OF c,inrlik/Af I/ -------------- tW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —F ALL FOOTING VIEW 19B �m m VIEW 18A AIL -IEET WF -13 �1 813� WALL PLAN K18--� --,,�CABINET Scale: 1/8" =11'-0" "'t yi :z fF — ELECTRICAL :z TOP OF TOP OF TOP OF 00 SIDEWALK rSIDEWALK i SIDEWALK (-RETAINING WALL -1 j WITH BRICK TOP J i J L -------------------------------------------------------J L------------------------------------------------------ VIEW 18B VIEW 18C V -- WALL FOOTING LAWN AREA RETAINING WALL WITH BRICK TOP Ne' v V11 , > < j7-- 20B w Cn WALL PLAN f/ 20 Scale: 1/8" ==1'-0" �u TOP OF SIDEWALK L----------------------- VIEW 20A GROUND LINE — — — — — — — — — — — — — J'— — — — — — - VIEW 20B RETAINING WALL 00 WITH BRICK TOP rGROUND LINE TOP OF SIDEWALK L— — — — -- L — — — — — — — — — — — — — — - C . L - — — — — — — — — — — — — — -- — — — — — VIEW 20C WALL VIEW 20D FOOTING GROUND :z LINE TOP OF 00 SIDEWALK --- 29-- I ------------------Z--------------------JI VIEW 19C > C) Co .2 Co r— co ( J M Co < Icno Co Co UJ 6 Co Co 'CM0 C" (D C.0 C: C�) 0 co C/) ------------ Z VIEW 17A CANAL R/W r E-� rb-'T 2'9'-4") N W., ri I Mao, B DT -3 10 < �e RETAINING WALL WITH BRICK TOP WALL PLAN K1-7"`� TOP OF Scale: 1/8" =1'-0" SIDEWALK L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I VIEW 17B 2 00 TOPOF - I SIDEWALK RETAINING WALL cGROUND LINE CN �WITH BRICK TOP L----------------------------------- I VIEW 17C VIEW 17D �WALL FOOTING GROUND LINE F -r L --L — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — —1— — — — — — — — — — — — — — - L — — — — — — — VIEW 19A --L------------J K HANDRAIL RETAINING WALL TOP OF c,inrlik/Af I/ -------------- tW — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —F ALL FOOTING VIEW 19B �m m VIEW 18A AIL -IEET WF -13 �1 813� WALL PLAN K18--� --,,�CABINET Scale: 1/8" =11'-0" "'t yi :z fF — ELECTRICAL :z TOP OF TOP OF TOP OF 00 SIDEWALK rSIDEWALK i SIDEWALK (-RETAINING WALL -1 j WITH BRICK TOP J i J L -------------------------------------------------------J L------------------------------------------------------ VIEW 18B VIEW 18C V -- WALL FOOTING LAWN AREA RETAINING WALL WITH BRICK TOP Ne' v V11 , > < j7-- 20B w Cn WALL PLAN f/ 20 Scale: 1/8" ==1'-0" �u TOP OF SIDEWALK L----------------------- VIEW 20A GROUND LINE — — — — — — — — — — — — — J'— — — — — — - VIEW 20B RETAINING WALL 00 WITH BRICK TOP rGROUND LINE TOP OF SIDEWALK L— — — — -- L — — — — — — — — — — — — — — - C . L - — — — — — — — — — — — — — -- — — — — — VIEW 20C WALL VIEW 20D FOOTING GROUND :z LINE TOP OF 00 SIDEWALK --- 29-- I ------------------Z--------------------JI VIEW 19C > C) Co .2 Co r— co ( J M Co < Icno Co Co UJ 6 Co Co 'CM0 C" (D C.0 C: C�) 0 co M-41 --oo SHEET NO. M[Fo T (o OF 13 I C/) 0 Z 0 D- T d- < J di G[y > LL U) < a- LU _j Er- ui cr < 1jj QW z 0 WCo o f 0 uj Lij Li- Lij U 06 U _j I _j CD < CD CID 0 CO co 0 I < 0 LL M-41 --oo SHEET NO. M[Fo T (o OF 13 I C/) Co Z 0 n T d- < J di G[y > LL U) < a- LU _j Er- ui cr < 1jj QW z 0 WCo LL Z 0 uj Lij Li- Lij U 06 U _j I _j M-41 --oo SHEET NO. M[Fo T (o OF 13 I F: I m r - No m- 9'-0„ 1» 1» 11, 32 1 8'-5" 32 32 DIM "A"10" PILASTER 8'-2» --I SEE DETAIL F �-1 4 DIM "B" o STANDARD PANELM VARIED WIDTH PANEL CIRCULAR ARC FOR STANDARD PANELS LEVEL PANEL A Scale: 1/2" =1'-0" WF -11 2"x3»x14 GA. STEEL TUBING TOP ARCH PIECE RAIL 2"x2"x1 4" WELDED WIRE FABRIC w""\00 0m0w�5 F&Im I 4 1 1 II 1 1 I I VARIABLE RADIUS (ELLIPSE FOR NONSTANDARD PANELS) RAILING TO POST MOUNTING EAR PANEL WIDTHS (DIM "B") SEE DETAV L 1 LESS THAN 5 BUT GREATER THAN 3' TO EXCLUDE ARCHES. —� DIAGONALS ARE TO BE rJol If, INCLUDED. PANELS LESS THAN 3' IN WIDTH TO BE FABRICATED PER DETAIL E -1 L2"x3"x14 GA. STEEL TUBING BOTTOM RAIL ,F 2%3%14 GA. STEEL 2'x2"x14 GA. STEEL TUBING INTERIOR TUBING SIDE RAILS ALL TUBING FLUSH TO FRONT OF PANEL RAIL PANEL DETAIL D Scale: 3/4" =1'-0" WF -1 m u 31„ 2 RAILING POST SEE DETAIL/ DIM "A» 10" RAILING POST CLIP SEE DETAIL L -1 RAILING PANEL SEE DETAIL Ql DOWNHILL SLOPED PANEL ,^,r A, 2» BALL CAP, STEEL OR CAST, FASTENED SECURE TO POST -3»x3"x3/16" STEEL _ TUBING POST BACKFILL CORE HOLE TOP OF WITH ROCK DUST TO 2" PERIMETER BELOW TOP OF WALL, WALL DRY PACK REMAINS. CHAMFER AROUND POST CORE DRILL HOLES IN TOP OF WALL 5» POST DETAIL rE_� Scale: 3/4" =1'-0" WF -1 STANDARD BRICK COURSES VENEER STRIPS SET VENEER ATTACHMENT STRIPS FILL VOID WITH GROUT POND #3 TIES Q 16" PERIMETER RAILING PANEL WALL Al PRECAST PILASTER CAP, - - - - -- - ----T CONCRETE DESIGNS TUCSON, I 2- #4 BARS, DRILL ARIZONA MODE PC5 (WHITE) WALL 12 MIN. AND EPDXY IN PLACE BRICK ,VENEER, EAST - I TEXAS BRICK COMPANY, ADD FOOTING ALONGSIDE INTERSTATE CHARLESTON L---- -------------------- ----J PERIMETER WALL RAILING PANEL, TYP. 4" 4» 2-4 REBAR WITH PILASTER SECTION G TIES @ 16", DRILL Scale: 1 1/2" =1'-0" TYP . PTO .TOP OF CANAL F-1 WALL AND EPDXY REBAR INTO PLACE, 7„ 8 MIN. EMBEDMENT 28 U')1002„ N I 1 PLAN VIEW I I .1 TOP OF PERIMETER - ' WALL 3/8' PLATE '-� 0 CUT ANGLE ` -� RAILING TO PILASTER -- -- = MOUNTING CLIPS I 1 SEE DETAIL J,!� `----------------' --CLASS B CONCRETE FOOTING, 8» 2„ 1 /2" SLOT FOR 3/8 BOLT 24" FOOTING IS PARTIAL AND ADJACENT AND INTEGRAL PROFILE FRONT WITH CANAL WALL PILASTER DETAIL F DETAIL - PILASTER RAIL CLIP H _ Scale: 3/4" =1'-0" WF -11 Scale: 3" =1'-0" WF -1 2�„ 8 3» 14 7 LASTER PILASTER AT BRIDG SEE DET 1» 10" DIM "A" 32 3» 3» 18 DIM "B>, 18 1 of UPHILL SLOPED PANEL Scale: 112" =1'-0" 1\MILl vv r va 1 %.err SEE DETAIL L -1 UPHILL SLOPED PANEL- BRIDGE 1 /2"" SLOT ADD FOOTING VENEER STRIPS 1 o �., 4" 4" 1 1 R8" r----- ---- ----- ---- ---- ----� 1 3/8" PLATE RAILING DRILL ## 4 BARS, WALL 12" r DETAIL -RAILING' MOUNTS K NINPLACD EPDXY] I �' Scale: 3" =1'-0" #3 TIES @ 16» Scale: 112" =1'-0" Scale: 1/2" =1'-0" WF -1 2" 0) cDc _-- C0,01 -EDGE OF RAIL U » z FRAME EDGE OF mx1 BRICK •� Co 2» I Co PILASTER wcoo RAILING MOUNT •� HEAD BOLT & SEE rK -1 FILL VOID WITH ,C c ►�C 3 80 HILTI HDI S.S. :' ► C? ► o WASHER, TAMPER GROUT D OP IN ANCHOR PILASTERROUND - --- _--- RAIL CLIP HEAD BOLT rH :TAIL Q T & WASHER, SEE TAMPER RESISTANT RAILING MOUNT PILASTER RAIL CLIP J Scale: 3" =1'-0" I WF -11 2�„ 8 3» 14 7 LASTER PILASTER AT BRIDG SEE DET 1» 10" DIM "A" 32 3» 3» 18 DIM "B>, 18 1 of UPHILL SLOPED PANEL Scale: 112" =1'-0" 1\MILl vv r va 1 %.err SEE DETAIL L -1 UPHILL SLOPED PANEL- BRIDGE 1 /2"" SLOT ADD FOOTING VENEER STRIPS 1 o �., 4" 4" 1 1 R8" r----- ---- ----- ---- ---- ----� 1 3/8" PLATE RAILING DRILL ## 4 BARS, WALL 12" r DETAIL -RAILING' MOUNTS K NINPLACD EPDXY] I �' Scale: 3" =1'-0" #3 TIES @ 16» Scale: 112" =1'-0" TOP OF HEADWALL RAILING SECTION - DETAIL I DETAIL -POST MOUNTS KRPOST DETAIL - BRIDGE Q Scale: 3" =1'-0" F-1 Scale: 3" =1'-0" Scale: 3/4" =1'-0" F-1 14 15 1 ' ' ;'' 18 1,9 20 21 22 23 24 I J1 � moolmo\ s■■nn■■ • •soon■ \. ■■■s ■\, �■■o POST 0) cDc _-- C0,01 U » z IL 1 mx1 •� Co 2» 18" Co 3(8" S.S. ROUND wcoo •� HEAD BOLT & U :-Co FILL VOID WITH ,C c ►�C :' ► C? ► o WASHER, TAMPER GROUT 'Co )m - --- _--- RESISTANT :TAIL Q T I RAILING MOUNT CK T I VENEER COURSESDSEB SEE K ATTACHMENT STRIPS -2"x3"x14 GA. STEEL I TOP OF -1 POND PERIMETER l TYPICAL RAILING PANEL TUBING TOP RAIL POST MOUNT HEADWALL WALL SEEM EDGE OF RAIL x1/4" STEEL STRAP TO RAIL F_1 I ' FRAME PILASTER SECTION -BRIDGE P ITH WELD 3/8» NUT 4 RAME ALL 4 SIDES � I 1 Sca e: 1/2 =V-0" W- F 11 I POST RAIL CLI P L x2 x1/4"WELDED Scale: 3" =1'-0? WF -110R B LL STEEL FRIC, WELD � _Op -OP OF AST,CAPFASTENED RE 1 "x1 /4" STRAP RAILING TO POST SECURE TO POST 'AVING MOUNTING EARS 3"x3"x3/16" STEEL 2$„ SEE DETAIL L _1 TUBING POST 21p HOLE WITH 3/8" BACKFILL CORE HOLE I. RECEIVING NUT WITH ROCK DUST TO j '2'x14 GA. ------- 1 WELDED ON BELOW TOP OF WALL, 40 �ERIOR TUBING I dez-oom BOTTOM OF DRY PACK REMAINS. ,"ONSTRUCT ° - N 1 BRACKET EAR. CHAMFER AROUND POST a o 2 o SIMILAR TO ABOVE L -------i R7" 8 TOP OF HEADWALL ' 3/8" PLATE oO 2%3%14 GA. STEEL TUBING BOTTOM RAIL 3"x3%3/16" STEEL TUBING POST CORE DRILL HOLES IN L5- TOP OF HEADWALL RAILING SECTION - DETAIL I DETAIL -POST MOUNTS KRPOST DETAIL - BRIDGE Q Scale: 3" =1'-0" F-1 Scale: 3" =1'-0" Scale: 3/4" =1'-0" F-1 14 15 1 ' ' ;'' 18 1,9 20 21 22 23 24 I J1 � moolmo\ s■■nn■■ • •soon■ \. ■■■s ■\, �■■o o J-RAILING PANEL W a- BRIDGE FE c Cn Q PRECAST PILASTER CAP, W Z W CONCRETE DESIGNS TUCSON, Q ARIZONA MODEL PC5 (WHITE) _j HEADWALL HEADWALL BRICK VENEER, EAST TEXAS O W z 1'-4" BRICK COMPANY, J "INTERSTATE CHARLESTON» U — F- J Q RAILING PANEL AT J BRIDGE I I I I I I I _ . RAILING TO PILASTER �► 1� MOUNTING CLIPS ' SEE DETAIL J -- I-- -- -- -1 '0111 ' r I I F-1 2-- #4 REBAR WITH #3 TIES @ 16", DRILL INTO TOP OF CANAL WALL AND EPDXY REBAR INTO PLACE, 8" MIN. EMBEDMENT TOP OF PAVING r -J I I s2 I I N -",--CLASS B CONCRETE FOOTING, ; --------------- FOOTING IS PARTIAL AND ADJACENT AND INTEGRAL 2'-0" WITH CANAL WALL SHEET NO. PILASTER DETAIL BRIDGE O_ of Scale: 3/4" =1'-0" - O F 1 13 29 30 i i 0) cDc _-- C0,01 U IL W (D co� •� Co Co wcoo •� U :-Co ,C c ►�C :' ► C? ► o 'Co )m POST :TAIL Q T Ik TOP OF HEADWALL I , .Q 4 I i V � _Op -OP OF o 'AVING j o dez-oom T � (O O O � 2 !m U �����oz� a o 2 o o J-RAILING PANEL W a- BRIDGE FE c Cn Q PRECAST PILASTER CAP, W Z W CONCRETE DESIGNS TUCSON, Q ARIZONA MODEL PC5 (WHITE) _j HEADWALL HEADWALL BRICK VENEER, EAST TEXAS O W z 1'-4" BRICK COMPANY, J "INTERSTATE CHARLESTON» U — F- J Q RAILING PANEL AT J BRIDGE I I I I I I I _ . RAILING TO PILASTER �► 1� MOUNTING CLIPS ' SEE DETAIL J -- I-- -- -- -1 '0111 ' r I I F-1 2-- #4 REBAR WITH #3 TIES @ 16", DRILL INTO TOP OF CANAL WALL AND EPDXY REBAR INTO PLACE, 8" MIN. EMBEDMENT TOP OF PAVING r -J I I s2 I I N -",--CLASS B CONCRETE FOOTING, ; --------------- FOOTING IS PARTIAL AND ADJACENT AND INTEGRAL 2'-0" WITH CANAL WALL SHEET NO. PILASTER DETAIL BRIDGE O_ of Scale: 3/4" =1'-0" - O F 1 13 29 30 i i Co i ON 9'—p„ `-CIRCULAR ARC --TOP OF FOR STANDARD PERIMETER WALL PANELS EXTENDED HEIGHT LEVEL PANEL Scale: 112" =1'-0" '1 GATE POST AS STD. PO`. EXCEPT FOR LOCK HASPE 3/8" PLATE J FSR LOCK HASPE CITY TO PROVIDE LOCK TOP LASTER VARIABLE RADIUS (ELLIPSE FOR NONSTANDARD PANELS) "x4%1/4" WELDED WIRE ABRIC ON 45° DIAGONAL 2%3%14 GA. STEEL TUBING TOP RAIL ARCH PIECE 2"x2"x1 4" WELDED WIRE FABRIC L AJ A I `t VH. J I CCL /-A/- A I `t V/9. J 1 LLL I V DI IV V IIV I LRIOR TUBING SIDE RAILS ALL TUBING FLUSH TO FRONT OF PANEL EXTENDED HEIGHT RAIL PANEL DETAIL D Scale: 3/4" =1'-0" F-1 DIM "A" SEE DETAIL -1 GATE DETAIL H Scale: 3/4"=1'-0" V1,F-1 4 5 RAILING TO POST MOUNTING SEE DETAIL L -1 DRYPACK CORE HOLE — CHAMFER AROUND POST POST IETA IL E -1 EAVY DUTY IN HINGES RAILING PANEL 2" CAST BALL CAP, MATCH PHASE 1 FASTENED SECURE TO POST -3%3%3/16" STEEL TUBING POST DIM "A" 32" RAILING POST SEE DETAIL RAILING POST CLIP SEE DETAIL EXTENDED HEIGHT W -y DOWNHILL SLOPED PANEL B Scale: 112" =1'-0" F-1 PRECAST PILASTER CAP, CONCRETE DESIGNS 16" TUCSON, ARIZONA MODEL PC5 (WHITE) BRICK VENEER, EAST TEXAS BRICK COMPANY, "INTERSTATE CHARLESTON" RAILING PANEL, TYP. 1 ,' T < T ! !I T — I I I I ' 2- #4 REBAR WITH #3 TIES @ 16", DRILL INTO TOP OF CANAL WALL AND EPDXY REBAR INTO PLACE, 8 MIN. EMBEDMENT I, II I _ N I I N, I I I 1 G r rl r F-1 I I I I - I I I I I I I I LI TOP OF 00 CORE DRILL HOLES IN TOP OF WALL [5j� DIA. EXTENDED HEIGHT POST DETAIL E Scale: 3/4" =1'-0" F-1 TOP I I \ PERIMETER ' PERIMETER WALL - WALL TYP. WHEEL BACK OF PANEL SECTION "A" -"A" \ GATE DETAIL I Scale: 3/4"=1'-0" FU -1 11 12 17 r-� ; ; N ` -� RAILING TO PILASTER W_ LL a - c - MOUNTING CLIPS w W SEE DETAIL J Z -1 CLASS B CONCRETE FOOTING, T 24" 0 FOOTING IS PARTIAL AND W __j ADJACENT AND INTEGRAL EXTENDED HEIGHT WITH CANAL WALL PILASTER DETAIL F Scale: 3/4" =1'-0" �_i -1/4" WIRE CLOSURE BAND —1Y" THICK x 2" DEEP x 3Y4" LONG STEEL "PADDLES" SET FLUSH T p CO WITH CLOSURE BAND ON BACK Co Cocp -'-3/8" SQR. STEEL ATTACH WITH j"X2" "SPOKES" SET FLUSH STAINLESS STEEL WITH CLOSURE BAND ANCHORS 2 EA. ON BACK FLANGE, SEE SPECS. 2 1/2" DIA. x 2" DEEP � -� STEEL "HUB" SET FLUSH WITH CLOSURE BAND ON BACK �_ co 2" 1" 2 1/2" DIA. x 2" DEEP, LU --5(16"x1" STEEL "HUB"SOTS THICK x 2" DEEP �Co �� x 3Y4" LONG STEEL "PADDLES" 1111)z AN �l 3x3 WIRE FABRIC PI Co Co 0T .► 1 /4" WIRE CLOSURE 2 3" C6 a) L2111 BAND 0 0 T 3/8 SQR. STEEL DETAIL L "SPOKES" Scale: 3/4"=1'-0" F-1 15 18 19 20 RAILING POST lul EXTENDED HEIGHT UPHILL SLOPED PANEL Scale: 112" =1'-0" -2%3%14 GA. STEEL TUBING TOP RAIL -1%1/4" STEEL STRAP WITH WELD TO RAIL FRAME ALL 4 SIDES -4"x4"x1/4" WELDED WIRE FABRIC ON 45° DIAGONAL, WELD TO 1%1/4" STRAP -2%3%14 GA. STEEL TUBING SIDE RAIL —2"x3"x14 GA. STEEL TUBING MID RAIL -1 %1 /4" STEEL STRAP WITH WELD TO RAIL FRAME ALL 4 SIDES -2%2%1 /4" WELDED WIREFABRIC, WELD TO 1 "x1 /4" STRAP 2'x2'x14 GA. INTERIOR TUBING ,CONSTRUCT SIMILAR TO ABOVE 2"x3"x14 GA. STEEL TUBING BOTTOM RAIL EXTENDED HEIGHT RAILING SECTION - DETAIL G Scale: 3" =1'-0" WF -1 PII A'UM I OrATION!; TOP OF WALL OR TOP OF CURB PILASTER SEE DETAIL 2" CAST BALL CAP, MATCH PHASE 1, FASTEN SECURE TO POST —3"x3"x3/16" STEEL TUBING POST 6'x12" CONT. CURB SEE DETAIL K N T- 1 A� vl�vvlvv I I � I I . � I CN L N 8" DETAIL K Scale: 3/4" =1'-0" �_i 8'-0" MAX. 2"x1 "x14GA. MID RAIL `LUKE UKILL UN M/HJUIVK T /-IVU rUIVU ; 2%2%14 GA. WALLS, PROVIDE DRILLED FENCE POST BOTTOM RAIL FOOTING AT OTHER LOCATIONS SEE DETAIL K WROUGHT IRON FENCE DETAIL J -1 Scale: 1/2" =1'-0" WF -1 „ :z D 0 CC Q W 0 W_ LL a - c co w W N Z T J Y 0 ILLo W z }- �ti ro �- U J -j 01 U_ U T p CO � Co Cocp — M Co o0 UCo � -� - � Co 'Co CD �_ co co LU 0 r- UU) �Co �� 1111)z PI Co Co 0T .► !� ;2 CD C6 a) 0 0 T T LL. ' J 1 a m I - Q I � o 0 m Ir Co - o z �U- moo o im U .Q o ao 0) 0 ❑ �U ON ��❑;om�mw00 z O w N T a�!a0LL°o 0 CC Q J_ W_ LL a - c co w W pi V Z m J Y 0 ILLo W z }- U — Q �- U J -j 01 00, , 00 j� kzzeY t SHEET NO. OF 13 ini PILASTER - AT BRIDGE SEE DETAII nIKA "A" RAILING POS SEE DETAIL TOP OF HEADWALL TOP OF PAVING RAILING POST CLIP SLOPED PANEL - BRIDGE A SEE DETAIL L Scale 1/2"-1' 0" F-13 -1 DIM "A" 2%3%14 GA. STEEL TUBING TOP RAIL 1 %1 /4" STEEL STRAP WITH WELD TO RAIL FRAME, ALL 4 SIDES 2"x2"x1 /4" WELDED WIRE FABRIC RAILING/FENCE POST I I I I I I I I I I I I I I I �—J MOUNT BRACKET TO POST HA4NDRAIL TURN HANDRAIL 90' WITH TERMINATION OF EXTENSION RETURNED TO POST, TYPICALLY WITH NO WALL AT TOP LANDING WHERE EXTENSION CREATES A HAZARD TOP LAN _/-PLAN 2"x3"x14 GA. STEEL TUBING SIDE RAILS TOP OF RAILING/FENCE TOP OF HANDRAIL 34" MIP POST AND 38" MAX. ABOVE ST/ PERIMETER/ — NOSINGS RETAINING WALL 1Y" 0 HANDRAIL EXTEND HANDRAIL 12" -- "--2"x3"x14 GA. STEEL _44b ; OF LEVEL DISTANCE BEYOND TOP RISER WITH TUBING BOTTOM RAIL PRECAST PILASTER CAP, NARROW *EXTEND Q TERMINATION OF PHASE 5A CONCRETE DESIGNS TUCSON, PANEL DETAIL E PANEL ��2 HEIGHT ARIZONA, MODEL PC5 (WHITE) TURN HANDRAIL 90' WIT EXTENSION RETURNED TO POST i „ - TO 5'-8" Scale: F EXTENSION RETURNED T WALL MOUNTING BRICK VENEER, EAST TEXAS 3/4 -1 0 - 13)BRACKET w CENTERED BRICK COMPANY, * FOR PANEL WIDTHS LESS "INTERSTATE ` ON POST CHARLESTON" THAN 3'-0" FOR DIM "B" m V (� OF .J --RAILING PANEL 2' CAST BALL CAP, MATCH AT BRIDGE PHASE 1, FASTENED SECURE TO POST RAILING TO POST MOUN ING - EARS SEE DETAIL L C 3"x3%3/16" STEEL � F-1 TUBING POST I, I DRYPACK CORE HOLE CHAMFER AROUND POST TOP OF ' HEADWALL ' RAILING TO PILASTER HEADTOP WALL MOUNTING CLIPS 00 SEE DETAILJ CORE DRILL HOLES IN 5» = ! TOP OF HEADWALL 2- #4 REBAR WITH #3 TIES @ POST DETAIL- BRIDGE K_D_-� 16", DRILL INTO TOP OF CANAL --WALL AND EPDXY REBAR INTO Scale: 3/4"=1'-0" F-13 ' PLACE, 8" MIN. EMBEDMENT TOP OF PAVING I I I I I N I N -CLASS "B" CONCRETE FOOTING, FOOTING IS PARTIAL AND ------------ ADJACENT AND INTEGRAL WITH 24" CANAL WALL PILASTER DETAIL -BRIDGE � \ -RAIL FENCE POST Scale: 3/4"=V-0" POND PERIMETER WALL -WALKWAY- TYPICAL RAILING 2- #4 BARS, DRILL PANEL WALL 12" MIN. AND RAILING EPDXY IN PLACE POST FILL VOID I �\ �- WITH GROUT #3 TIES @ 16" .t , I A •_i.4. . a. RETAINING ® / ' WALL 1 .f I I , N STANDARD BNICK-BRIDGEJ' COURSES SET VENEER ATTACHMENT STRIPS VENEER STRIPS DOGLEG HANDRAIL - WHERE EXTENSION CREATES A HAZARD MOUNT BRACKET ON POST PER PLAN TOP OF SIDEWALK/RAMP �-HEADWALL RAILING PANEL BRIDGE RAIL PANEL- 1Y"O HANDRAIL PARALLEL WITH SIDEWALK/RAMP 0/"0 POST PER PROFILE FILL JOINT WITH MOUNTING DETAIL 16" SILICON CAULKING HANDRAIL TO POST K 2 - ##4 BARS Scale: 3"=V-0" F-13 x FOR PILASTERS � #5 @ 12"00 I z 1Y" 0 HANDRAIL \- A" CHAMFER �— #4 @ 240> AST EDGES — WALL FLANGE WIRE BRUSH FACE, APPLY CONCRETE GLUE PRIOR TO POUR MOUNTING DETAIL SECTION HANDRAIL TO WALL L SIDEWALK EXTENSION O Scale: 3"=1'-0" �-1 Scale: 1 1/2"=1'-0" F-13 8' MAX. BETWEEN 1Y"O HANDRAIL EXTENDED HANDRAIL SUPPORTS 12" PARALLEL WITH LANDING & RETURNED TO POST SWITCHBACK OR - DOGLEG PER PLAN CORE DRILL HOLES- IN OLES-IN TOP OF WALL TOP OF SIDEWALK/RAMP ,ACKET ON SIDEWALK/RAMP PER PLAN HANDRAIL AT RAIL FENCE M Scale: 1/2"=1'-0" F-13 8' MAX. BETWEEN HANDRAIL SUPPORTS TERMINATE SECONDARY RAIL AT POST OR IN WALL , TOP OF WALL --� HANDRAIL I N WALL rN"� PILASTER SECTION -BRIDGEK_C_-�Scale: 1/2"=1'-0" F-1 Scale: 1 1/2"=1'-0" F-1 4 10 11 12 13 14 j`5 F HANDRAIL ORED ALONG _RLINE OF WALL a AN TOP OF SIDEWALK/RAMP TRIP TOP AIL _44b ; y Q C o TURN HANDRAIL 90' WIT CREATES A H HA EXTENSION RETURNED T SISTANT w WALL, TYPICALLY AT: (- ` LOCATIONS WITH WALL m V (� OF U oW 77771 AT BOTTOM LANDINGP. ' k' WHERE EXTENSION `��' `'•-"' =� TRIP TOP AIL _44b ; y Q C o IL Q CREATES A H HA CC w SISTANT w U AT m V (� OF U oW p k' 2 WIDE SLIP RE C U J U -j C 2 CONTRASTING S i' T L C: C rn (o _M ALL TREADS & C �� .L_ _ N °' I y LANDING P .� Co z 12" ?C ONE UJIo T BOTTOM ENSION X; BOTTOM DING Cf) 0) U111112 o'o LANDING LL N O X j a o ;x' Q p C oC U °D O (O yI ro p a J. mai r f 3 \ I .IR 0 I 1 } z f G„ r f' EXTEND HANDR IDTH OF TREADLUS WBEYOND RISER WITH EXT RETURNED TO P TRIP TOP AIL _44b ; y Q C o IL Q CC w SISTANT w U AT m V (� OF U oW p 0 c C U J U -j C 2 i' T L C: C rn (o _M C �� .L_ _ N °' I y P .� Co z 12" ONE UJIo T BOTTOM ENSION A-) OST/WALL Cf) 0) U111112 o'o m Q ' C 12"+ WIDTH OF o 0 PLAN ONE TREAD T 6" CLOSURE CURB REQUIREDco WHEN NOT ADJACENT TO Q -TO STAAIR OSINGS PARALLELIL WALL OR CURB .—k-_ __� ALL TREADS EQUAL WIDTH 00 'q I ALL RISERS EQUAL HEIGHT TOP OF CLOSURE 4 '� • e . , CURB (WHEN REQUIRED) #4 @ 18 EW 12" MIN.- '�. 15 MAX. �. X PROFILE ` STAIR SECTION F 1 " TYP. Scale: V=V -0" vt13 2" WIDE SLIP -RESISTANT CONTRASTING STRIP AT ALL TREADS & TOP OF LANDING 1% R1/2» 11 STAIR DETAIL G Scale: 3"=1'-0" F-13 DOGLEG RAIL AT CORNERS - WHERE HANDRAIL CONTINUES LANDING RAMP Al HANDRAIL DETAIL DOGLEG H Scale: V=V -0" F-13 TRANSITION HANDRAIL AROUND OBSTACLES 2:1 WALL TYPE "D" PILASTER SWITCHBACK RAIL AT 1 2 CORNERS WHERE RAMP HANDRAIL CONTINUES RAMP/SIDEWALK HANDRAIL DETAIL HANDRAIL DETAIL SWITCHBACK K7OBSTACLES I Scale: V=V -0" F-13 Scale: 1"=1'-0" F-13 1 22 23 24 2 29t7. 3Q S1 Cir as '3 to f: 4) nnSHEET NO. �lU �o � 0 OF 13 � Q � y Q IL Q CC w w U N m V (� U oW p C U J U -j C 2 i' I y P z cc cc m LL N O X m a o � ob U Q p C oC U °D O (O ro p a o m(� 5 0'L00I15 mai r pcc: 0 I z r RAMP Al HANDRAIL DETAIL DOGLEG H Scale: V=V -0" F-13 TRANSITION HANDRAIL AROUND OBSTACLES 2:1 WALL TYPE "D" PILASTER SWITCHBACK RAIL AT 1 2 CORNERS WHERE RAMP HANDRAIL CONTINUES RAMP/SIDEWALK HANDRAIL DETAIL HANDRAIL DETAIL SWITCHBACK K7OBSTACLES I Scale: V=V -0" F-13 Scale: 1"=1'-0" F-13 1 22 23 24 2 29t7. 3Q S1 Cir as '3 to f: 4) nnSHEET NO. �lU �o � 0 OF 13 � Q � W IL Q CC w w m V (� U oW ILL W z F— Q J U -j C 2 RAMP Al HANDRAIL DETAIL DOGLEG H Scale: V=V -0" F-13 TRANSITION HANDRAIL AROUND OBSTACLES 2:1 WALL TYPE "D" PILASTER SWITCHBACK RAIL AT 1 2 CORNERS WHERE RAMP HANDRAIL CONTINUES RAMP/SIDEWALK HANDRAIL DETAIL HANDRAIL DETAIL SWITCHBACK K7OBSTACLES I Scale: V=V -0" F-13 Scale: 1"=1'-0" F-13 1 22 23 24 2 29t7. 3Q S1 Cir as '3 to f: 4) nnSHEET NO. �lU �o � 0 OF 13 3/16"X 1-1/2"— S.S. STRAP BANDS TOP AND BOTTOM, ROLL ON 16" I.D. 0.105" S.S. WIRE CLOTH, 1/4- OPENING, PLAIN WEAVE. ROLL ON UNIFORM CYLINDER 3/16"X 1-1/2" S.S.- STRAP STRUTS, 4 PLACES EVEN SPACED 2" DIA. HOLE AERATOR ELEC. CA #3 REBAR, 2 PIE PER RUN 2"X2" 3/16" ANGLE TABS, 4 PLACES, SEE DETAIL I ALL CONNECTIONS WELDED. SPOT WIRE CLOTH TO BANDS AE -1 AT 2" CENTERS. SCREEN IS OPEN TOP AND BOTTOM. 1/4"X1" S.S. BOLTS WITH AERATOR SCREEN E WASHERS, 4 PLACES Scale: 3"=1'-0" AE -1 S-0" FLOATING AERATOR ANCHORED TO SLED USING GUYS AS SHOWN BELOW 4 REQUIRED CONCRETE FOOTING �AT LAKE BOTTOM I QD I CID — — 1/2" S.S. TUBING -J op AERATOR SLED,---_L� SEE DETAIL H AE -1 PLAN - AERATOR Scale: 3/4"=1'-0" 1/4" #316 S.S. WIRE CABLE, CONTINUOUS LOOP A AE -1 NO ROCKS OR BOULDERS TO BE PLACED IN SLED PATH -0 116 _ 1'-016» rIN N 1/4" ROLLED PLATE FOR SLED RUNNERS TYP ----7--e/ 1/4" PLATE FOR ELEC.- CABLE MOUNT #3 REBAR, 2 PIECES PER—' RUNNER 4000 PSI, 3/8"MAX. AGGREGATE, 2"X2"X1/8" TUBING STRUTS CONCRETE FILL, EACH RUNNER -x000 PSI 3/8"MAX. AGGREGATE,2" DIA. HOLE FOR AERATOR— END - AERATOR SLED F CONCRETE FILL, EACH RUNNER SIDE - AERATOR SLEDrG`� ELEC. CABLE, CHAMFER EDGES Scale: 1-1/2"=1'-0" AE -1 Scale: 1-1/2"=1'-0" AE -1 1/4" PLATE FLANGE— FOR SCREEN MOUNT 4-1/4" TAPPED HOLES— FOR RECEIVING 1/4 �SIDEWALK -� SCREEN MOUNTING BOLTS PERIMETER WALL 1/4" #316 S.S. WIRE CABLE, -� CONTINUOUS LOOP AERATOR MODELS & LOCATIONS LOCATION PROJECT PHASE VOLTAGE PHASE HP MAKE MODEL 4'X4'X2' DEEP PRECAST 8-75.42E 4 480 3PH VAULT & LID, CHRISTY OTTERBINE ROCKET 14+38.24N 8+37.47E R27 P24 WITH R27-52HT, 480 3PH 3 4" SCH. 80 PVC BY CANAL CONTRACTOR 15+86.71 N N f- CANAL SIDE- 4 < 3PH 3 OTTERBINE ROCKET -" PIPE CONDUITS 8+63.30E 4 480 3PH 3 OTTERBINE 6"± 19+27.85N ------ J -'L------------------------------------------------------------ 6 ---- 7_ 3 OTTERBINE ROCKET --- 11 12+19.10E 5A 208 1PH ----------=--- L------- ------- =------=------------------------------------------------------- --------------- ----------------------------------------------- TRISTAR --- --� --- —J 13+72.08E 513 240 1 PH cp OTTERBINE TRISTAR C-4 2 1/2" SCH. 80 PVC r PIPE CONDUIT 2 1/2" SCH. 80 PVC CONDUIT r; ELECTRICAL CABINET, DOOR DIRECTION PER CITY ENGINEER E: CONCRETE FOUNDATION FOR ELECTRICAL CABINET L < PLAN - CABLE & ELECTRICAL HOUSING /T'\ AERATOR MODELS & LOCATIONS LOCATION PROJECT PHASE VOLTAGE PHASE HP MAKE MODEL 12+65.86N 8-75.42E 4 480 3PH 3 OTTERBINE ROCKET 14+38.24N 8+37.47E 4 480 3PH 3 OTTERBINE TRISTAR 15+86.71 N 8+69.09E 4 480 3PH 3 OTTERBINE ROCKET 18+37.99N 8+63.30E 4 480 3PH 3 OTTERBINE TRISTAR 19+27.85N 8+27.74E 4 480 3PH 3 OTTERBINE ROCKET 33+42.11 N 12+19.10E 5A 208 1PH 3 OTTERBINE TRISTAR 36+97.78N 13+72.08E 513 240 1 PH 3 OTTERBINE TRISTAR FLOATING AERATOR, OTTERBINE BAREBO, INC. MODEL PER TABLE, FITTED WITH LOW VOLTAGE LIGHTING S.S. CLAMPS TYP. o ELEV. 99.00 AERATOR SCREEN SEE DETAIL E AE -1 -1/4" #316 S.S. CABLE GUYS TO AERATOR, 4 PLACES CLAMP MOTOR CABLE AND LIGHTING CABLE TO SLED WITH TY -RAPS ELEV. 100.00 ELEV. 99.00 0 N 1/4 1 " #316 S.S. IWIRE CABLE, CONTINUOUS LOOP PROVIDED BY CANAL CONTRACTOR. UNCLAMP AND CLAMP TO SLED AS SHOWN AT CANAL WALL 12"X4' PERIMETER WALL, BY CANAL CONTRACTOR SIDEWALK 4" SCH. 80 PVC PIPE CONDUIT, BY CANAL CONTRACTOR Scale: 3/4"=1'-0" 4'X4'X2' DEEP PRECAST VAULT & LID, BY CANAL CONTRACTOR 2 1/2- SCH. 80 PVC PIPE CONDUIT, BY CANAL CONTRACTOR 3'-0" N N 2"X2"X1/8" TUBING STRUTS__�,/ —1/4- PLATE SIDES, TYPICAL - TOP AERATOR SLED H Scale: 1-112"=V-0" AE -1 ROUND CORNERS �S„ I POWER CABLE AND LOW 16 VOLTAGE LIGHTING CABLES I I i 01 I I I 1 1 I I 3/16" ANGLE TABS, I i i I 4 PLACES 1 1 I I TYP I I I ' I I I I 6" O I J' ' O I ' I I I I I I I I I I I I N I I I I I I I — •=1d- I I 6 I I I I 1 1 I c, I I � I I I 1 I I I I I I I I I I I I N N 2"X2"X1/8" TUBING STRUTS__�,/ —1/4- PLATE SIDES, TYPICAL - TOP AERATOR SLED H Scale: 1-112"=V-0" AE -1 ROUND CORNERS �S„ I POWER CABLE AND LOW 16 VOLTAGE LIGHTING CABLES I I i 01 I I I 1 1 I I 3/16" ANGLE TABS, I i i I 4 PLACES 1 1 I I I i i I I I I r^ .� 6" O N 2" PVC CONDUIT, ELECTRICAL POWER FEED FROM METER 1'-3" I I CR��N I I I 1 I I I I I I I I I I I 3/161X 1-1/2" S.S. STRAP STRUTS, 4 PLACESIEVEN SPACED o I I I I h 1 I rj. I I I I I I I I I 10 ' 1 01 I I I I I I I I AERATOR SCREEN-MOUNTS�� NOTE: FRONT VIEW OF CABINET Scale: 3"=1'-0" SHOWN. SEE PLAN VIEW FOR ORIENTATION. ENGINEER TO DIRECT NEMA 3R FREESTANDING ELECTRICAL DOOR DIRECTION, CABINET WITH LOCKING DOOR 12"X15"X48", BOLT TO FOUNDATION WITH S.S. ANCHORS C) MOUNT CONTROL PANEL AND LIGHTING LOOP 6' EXTRA CABLE, d PANEL FOR AERATOR AND LIGHTS, REFER TIE WITH TY -WRAPS TO ELECTRICAL PLAN TIGHTEN CABLE !� AND CLAMP TO 6X6X10 GA. W.W.F. VAULT WALL WITH DRILL -IN ANCHOR " CONCRETE FOOTING ELEV. 100.25 1 t 1 t ELEV. 99.75 i i li /F\ 2'-3"C J - k X 3'-0" WIDE 2" PVC CONDUIT, ELECTRICAL POWER 6" GRAVEL J 2 1/2" SCH. 80 PVC FEED FROM LIGHTING CONDUIT PANEL LOOP EXTRA POWER AND LIGHTING CORDS, 4't SECTION - DETAIL CABLE & ELECTRICAL HOUSING Scale: 3/4"=1'-0" AE -1 Scale: 3/4"=1'-0" AE -1 01 D c� d ti a 1 n1 p 1 14 F 9 2Q �1 22 23 24 29 &� o N W U a, 0 A co L L C: U VltjTT T Q co co CP Co �Ag o" 0Co m W 0 _Q UCncoco �� �I aE Co `o - ccoo 0 O -C Im I i 0 .Q a 0 IY i { i a E � G 1 a; W . T Q N O a) o m m Q glo o0 0 3U om;zm ui r o5Q) o CL LL I -- U W IncrO j W U) W --j co Q Cc IZ W WCr 0 < W CC) Q WJ Q O CC F-- Lu Lu W Q I=- U oC U J J "Ly i 1, r-� "o '! cn cam- SHEET NO. I[Eo OF 1 1 , O &� o N W U a, 0 A co L L C: U VltjTT T Q co co CP Co �Ag o" 0Co m W 0 _Q UCncoco �� �I aE Co `o - ccoo 0 O -C Im I i 0 .Q a 0 IY i { i a E � G 1 a; W . T Q N O a) o m m Q glo o0 0 3U om;zm ui r o5Q) o CL LL I -- U W IncrO j W U) W --j co Q Cc IZ W WCr 0 < W CC) Q WJ Q O CC F-- Lu Lu W Q I=- U oC U J J "Ly i 1, r-� "o '! cn cam- SHEET NO. I[Eo OF 1 t 14'-5"6 -5 -- -- - - - - -- -- - - -- -- -- -- -- - -- --- -- - -- - 2'-11" " r Ngo (- 11'-10" k----•— ----- -- — — — I < lilt cwc� j e a y O { N �U ILL Y /101 C) _J fI a W I i v i AAll f I it rn lilt co OP v ROCK GROUP 2 2 AL �„ f I ROCK GROUP 4 4 ROCK GROUP 5 rT >:' II I II II I II Scale: 1/8"=1'-011 BC -1 �. _ Scale: 1/8 =1-0 BC -1 Scale: 1/8 =1 -0 LLJ`t r r co ROCK GROUP 33� ,�LJ 0 �- ROCK GROUP 1 1 f ,� Scale: 1/8"=1'-0" BC -1 �w Scale: l/8"=1'-0" BC-� w j r s �' �- a) o 1 C , r► A B lilt NOTE: SEE DETAILS _ AND FOR PLACEMENT REQUIREMENTS OF COBBLES AND BOULDERS - C� 0) i . i �- `�0 -- ----------- _ -- _ ti q�'' ELI �` a !1' — — \� `I i `6i I Z UJI —%� C-,C� _f a II p 3 v\l� �. �i 1 �vr INDROCK GROUP 17 17 ( r \ 9 S I klct) w Scale: 1/8"=1'-0" BC131-71) -� I' ROCK GROUP 18 18 40'-5" - ¢- ROCK GROUP 19 19 Scale: 1/8"=1'-0" BC -1 t z ROCK GROUP 20 20 3 -p Scale: 1/8"=1'-0" BC -1 Y�.=�=- Scale: 1/8"=1'-0" ROCK GROUP 21 21 I 9'-3" O /\3 - N I , I, ;U o Z m Scale: 1/8"=-0" BC-� _ v Q �� . Y- 2 61" oQ io - - - - - - - - 8'- 9„ \\ 4 1 E- rn LOLij -- -- -- - v w �� N -2 ; I N 5'-5 %``i x' �; POWER POLES o i �; TO REMAIN 3�_4 _�) ' `-� U t-;y�- --- C/)Q U3 % 1`�� I W /y J tv o �< ,'` Q Z W �`N, y '- Q J W 4 i Lr W O �, rrp rI- IQ Q (�� � o< �/A z �\5�. x E - A i = J, i — °' ROCK GROUP 8 8 ROCK GROUP 9 9 ROCK GROUP 10 1 ROCK GROUP 11 11 00 0 m r ROCK GROUP 6 6 ROCK GROUP 7 7 scale: 1/8"=1'-0" BC -1 scale: 1/8"=1'-0" BC -1 scale: 1/s"=1'-0" BC -1 Scale: 1/8"=1'-0" BC -1 O Scale: l/8"=1'-0" BC -1 Scale:1/8"=1'-0" BC-� (� Ty Lo i y ( J 4h. CSl lZ \ \ d -- -- -- -- I — 1 a 4 -8 20)-8)1 u1 20 - 8-- -- -- — 141-9))-4_3, 8'_11 J ILA. --- -- 161_3„ -- 8,-3„-- -- �— -� SHEET NO. I ROCK GROUPI E 16 ROCK GROUP 15 15 ROCK GROUP 14 14 ROCK GROUP 1 3 13 ROCK GROUP 12 12 Scale: l/8"=1'-0” of -� Scale: l/8"=1'-0" BC -1 Scale: 1/8"=1'-0" BC -1 Scale: l/8"=1'-0" BC -1 Scale: 1/8"=1'-0" BC-� 4 1011 1'3 • ��V 12 18 19 20 21 22 23 24 :' 29 30 y ` 1 Al r_ ROCK GROUP 22 22 Scale: l/8"=1'-0"BC-2 4 ` ROCK GROUP, 28 28 Scale: 1/8"=1'-0" - BC - 5,_ 7» ROCK GROUP 23 23 Scale: 1/8"=1'-0" B&2 ROCK GROUP 24 24 Scale: 1/8"=1'-0" BC -2 TABLE OF BOULDER SIZES & SHAPES SYMBOL NO. DIAMETER SHAPE ROCK GROUP 30 r3b--� 1811-2111 Scale: 1/8"=1'-0" BC -2 2 2411-3011 ROUND 3 2411-36" OBLONG 4 3011-3611 EGG TO ROUND 5 3011-4211 / 6 24" - 30" OBLONG TO ROUND / t 1 m C] 3¢ m 04 O p O m z m w O T ROCK GROUP 29 29 Scale: 1 /8" =1'-0"BC-2 k-. co- D �Q �Y. Q L0 . ',` \\\•` rEv tib. � \\ 3�^-• Cb fes' y ` ROCK GROUP, 28 28 Scale: 1/8"=1'-0" - BC - 5,_ 7» ROCK GROUP 23 23 Scale: 1/8"=1'-0" B&2 ROCK GROUP 24 24 Scale: 1/8"=1'-0" BC -2 TABLE OF BOULDER SIZES & SHAPES SYMBOL NO. DIAMETER SHAPE 1 1811-2111 EGG TO ROUND 2 2411-3011 ROUND 3 2411-36" OBLONG 4 3011-3611 EGG TO ROUND 5 3011-4211 EGG TO ROUND 6 24" - 30" OBLONG TO ROUND ROCK GROUP 31 r3i-s Scale: 1/8"=1'-0" �C- ROCK GROUP 27 27 Scale: 1/8"=1'-0" BC - ROCK GROUP 25 25 Scale: 1/8"=V-0" BC -2 RAMP COBBLES — UP TO BOULDERS ROCK GROUP 32 32 Scale: 1/8"=1'-0" BC - ROCK GROUP 38 38 Scale: 1/8" =1'-0" BC -2 NOTE: SEE DETAILS G AND G FOR PLACEMENT REQUIREMENTS OF COBBLES AND BOULDERS 14 1 BOULDERS TO BE - TURNED TO OBTAIN MAXIMUM REVEAL BOULDERS TO VARY IN SIZE FROM APPROXIMATELY 18" DIAMETER TO 30" DIAMETER TOOLED EDGES SIDEWALK DETAIL - TYPICAL COBBLE & BOULDER PLACEMENT Scale: 3/4"=1'-0" 4" FORM UNIFORM EDGE ALONG COBBLES NEXT TO PLANTERS TOOLED EDGE b -c, K rLANDSCAPE PLANTE-h PERIMETER FINISH ADJACENT TO PLANTER B Scale: 3/4"=1'-0" BC -2 N N r w 0 Co t U UM o(D � Co rn (6 Co CP L . Zo (D u - Z CD 00 W o ffT^^ •� VJ c (Co) , ILI, o C? 4 o �� 3;ce°o �� 0 o a ( � m C 0 .Q 0 O cr 13'—" 7'— 5» o a) o ?. �� )c5 m C] 3¢ m 04 O p O m z m w O T \ k-. d D �Q O LL U . ',` \\\•` rEv tib. � \\ 3�^-• fes' y °zs ROCK GROUP 31 r3i-s Scale: 1/8"=1'-0" �C- ROCK GROUP 27 27 Scale: 1/8"=1'-0" BC - ROCK GROUP 25 25 Scale: 1/8"=V-0" BC -2 RAMP COBBLES — UP TO BOULDERS ROCK GROUP 32 32 Scale: 1/8"=1'-0" BC - ROCK GROUP 38 38 Scale: 1/8" =1'-0" BC -2 NOTE: SEE DETAILS G AND G FOR PLACEMENT REQUIREMENTS OF COBBLES AND BOULDERS 14 1 BOULDERS TO BE - TURNED TO OBTAIN MAXIMUM REVEAL BOULDERS TO VARY IN SIZE FROM APPROXIMATELY 18" DIAMETER TO 30" DIAMETER TOOLED EDGES SIDEWALK DETAIL - TYPICAL COBBLE & BOULDER PLACEMENT Scale: 3/4"=1'-0" 4" FORM UNIFORM EDGE ALONG COBBLES NEXT TO PLANTERS TOOLED EDGE b -c, K rLANDSCAPE PLANTE-h PERIMETER FINISH ADJACENT TO PLANTER B Scale: 3/4"=1'-0" BC -2 N N r w 0 Co t U UM o(D � Co rn (6 Co CP L . Zo (D u - Z CD 00 W o ffT^^ •� VJ c (Co) , ILI, o C? 4 o �� 3;ce°o �� 0 o a ( � m C 0 .Q 0 O cr 13'—" a) o ?. �� )c5 m C] 3¢ m 04 O p O m z m w O T k-. d D �Q O LL U . °zs '�?•° �' { �; ; W C) Q Q ROCK GROUP 33KT3"�_ w W Scale:1/8"=1'-0" BC -2 ROCK GROUP 344 CIO CIO (f W Scale: 1/8"=1'-0" BC -2 W z W Y J 0 1 , •t•ZIk ` 'V Q —J x W W u- W 0 O CoLl 06 W ROCK GROUP 37 37 Scale: 1/8"=V-0" BC -2 1 -. 8" 0 ROCK GROUP 35 35 Scale: 1/8"=V-0" BC -2 ROCK GROUP 36 36 Scale: 1/8"=V-0" BC -2 26 2 100 00 t SHEET NO. @90�g OF 3 I -A mm mm L -n IV v R) '7 w C) ROCK GROUP 39 39 C ... w Q) Scale: 1/8"=1-0" lip -7 h A w ROCK GROUP 40 (TO w 7-W Scale: 1/8"=V-0" �-3 -------------- LL I , A PC ROCK GROUP 51 (51 Scale: 1/8"=V-0"�-3 Go- sum— iii NOTE: SEE DETAILS AND FOR PLACEMENT REQUIREMENTS OF COBBLES AND BOULDERS ROCK GROUP 41 loe 41 Scale: 1/8"=V-0" B&3) ROCK GROUP 46 46---� Scale: 1/8"=1'-0" BC -3 ,G/ ROCK GROUP 42 42 Scale: 1/8"=1'-0" BC -3 ROCK ROCK GROUP 47 (47--� Scale: 1/8"=V-0"�-3 ROCK GROUP 43 KTT� Scale: 1/8"=1'-0" BC -3 ROCK GROUP 48 48---� Scale: 1/8"=1'-0" - --------- J7? co, —T At '1� f Jr` W\4 \ C ROCK GROUP 44 (1-4--� Scale: 1/8"=V-0" 1 BC -3 ---------------------- ----- ---- k 00, b 'A k, ROCK GROUP 49 49 Scale: 1/8"=V-0" 7 1'o 11 12 13 14 15 18 19 )o 21 22 23 24 r ROCK GROUP 45 le' 45 Scale- 1/8'=V-0" E-3 > 'v (Yi ROCK GROUP 50 (*'5-0� Scale: 1/8"=V-0" 3 C\1 W C) 2 (0 Co -14 O -Co Co Co 0 2 w CO 1) C-6 coo C C:) 0 r - Q 14 III 0 O SHEET NO. Qc��� OF 7l-aDe'3 i cV N L a n d s c a p e f o r m s 431 LAWNDALE AVE, PINE. 800-21-2546 KALAlD1ZID, NI 49048 FAX: 269-381-3455 TITLE: PRESOM STRAIGHT FLAT 4 SEAT IMT IISIW PRESIDID PATENT: D-38397 n 1 2" TYP SPACING 11-1 /2" SURFACE MOUNT POND WALL OUTSIDE EDGE TOP VIEW 2-1/2" DIA TUBE SUPPORT SIDE VIEW 92" DETAIL - PARK BENCH A Scale: 3/4" = V-0" DT -1 1-1/4" DIA TUBE FRAMI 5/8" DIA SOLID ROD SEAT INSERT 12 3/4" PARK BENCH PER DETAIL A MOUNTING SLOTS FOR 5/8" ANCHOR BOLTS IN CONCRETE SLAB (4 EACH) HOLE FOR 3/4' WATER SUPPLY BROOKS NO. 4 - WITH COVER A BRA: 1" SCH 80 MAINZ MUR MOD mun LJL. I I L -owl Nin Lx BOLLARD PLACEMENT rB Scale: 1/4" = V-0" DT -1 DETAIL- DRINK FOUNTAIN Scale: 1" = V-0" -ITED BOLLARD DETAIL H DT -1 BUBBLER & MOUTHGUARD BOWL' PUSHBUTTON & FLOW CONTROL WHEEL CHAIR ARM WATER—SUPPLY LINES PEDESTAL 5/8"x6" EXPANSION ANCHOR (4 EACH) i- IPS (FEMALE) PVC DRAIN :OUPLING 5/4- IPS (FEMALE) NATER—SUPPLY CONNECTION 3/4- WATER SUPPLY 3" DRAIN PIPE 3 CUBIC FEET OF LARGE, ROUNDED ROCK v v.v. wr\rACE MOUNT PLATE WITH THREE 9_/16" HOLES UNDER COVER PLATE. ANCHOR WITH 3/8"X4" S.S. EXPANSION ANCHORS 10' MIN. SAFETY RAILING 3000 PSI CONCRETE COLOR AND TEXTURE PER LEGEND, PROVIDE EXPANSION JOINTS AT 60' MIN Scale: 112 =1'-0" - 611 211 1/2" EXPANSION JOINT MATERIAL TOP OF CURB ELEV. PER Ff�C�F INTFRFAC;F REQUIRED FOR CONCRETE � GRADING PLAN �� � FINISHED PAVING NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK TOP OF POND WALL ;J -L _-------------_ 2' EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT I Scale: 1 112" =1'-0" DT -1 TOP OF CURB ELEV. PER TRADING PLAN A Iall ADJACENT EXISTING CONCRETE EDGE OR EARTH a 1/2" EXPANSION JOINT MATERIAL REQUIRED FOR CONCRETE EDGE INTERFACE 611 11 11 L 1/2" EXPANSION JOINT MATERIAL TOP OF CURB ELEV. PER REQUIRED FOR CONCRETE GRADING PLAN EDGE INTERFACE .O r Q --FINISHED PAVING d o ,II-;;;;,;�;;,= - v f 'YIx :! i I =q I T7�I 6" CURB FACE DETAIL - STD. CURBS KT Scale: 112 =1'-0" DT - 2'-6" MINIMUM 4" CONCRETE PAD SIZE WHEN RECEPTACLE IS ISOLATED FROM PLAZA SURFACE MOUNT TABS--, r rr GRID I DOOR DOOR OPENI BOTTOM VIEW ANCHOR WITH 3/8"X4" S.S. EXPANSION ANCHORS LANDSCAPEFORMS DESIGN GROUP: PLEXUS DESCRIPTION: 20" FREESTANDING/SURFACE MOUNT TOP OPENING LITTER DETAIL - TRASH RECEPTACLE G Scale: 3/4" = V-0" DT -1 12 13- 14 16 D PANEL DETAIL - PLANTER CURB Scale: 1/2 =1'-0" 91, HEAD MODULE OPENING SYSTEM gCl) M TWIST -LOCK OPENING SYSTEM BASE MODULE Cyclone Lighting Bollard: CBM1210-5-LAC-50MH-QT/208-S1-RAL9005TX LIGHTED BOLLARD 03" 1 05" ANCHOR PLATE 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH I LIGHT BOLLARD i 4" LEVEL GROUT COURSE — SIDEWALK 1, 4—#3 BARS OR #3 SQUARE TIE 2500 PSI 24" SQUARE 1" PVC CONDUITS CONCRETE 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES FOUNDATION DETAIL - LIGHTED BOLLARD H Scale: 1/2" = V-0" DT -1 22 23 24 co T U (j (D 0 co rnco 0 0) U co �(0 "LL -�,00 UJ 0 U co c � 0 ,I U oMo C: T �o i 2 0 C:) n_ ,- j I m C ° Q U co N C N — 1/2" EXPANSION - U z JOINT MATERIAL a) SEE DETAIL I LL � N TO p! m 0 O o V OD oco 1% MIN. - 2% TYP. DT -1 a Qc) u.U'p EXIST. POND in 77 §' i F PERIMETER WALL - 77 *�;,• �.` �`;;r ;vrpt .1�/1//v����r�js��s�/�, ::�"'?: COBBLE EDGE '"�'^>ti`'ft.`�' I``:jt,•�.,�F'/�`%r�', ;; ', �- �%/�/112`/'1�j�/�°'%ijvl ``' OF CANAL 11 COMPACT 6 OF SUBGRADE TO 90% �`���°�°�`` OF MAX. REL. DENSITY ::•:: ° DETAIL - SIDEWALK D�:�: DT -1 Scale: 112 =1'-0" - 611 211 1/2" EXPANSION JOINT MATERIAL TOP OF CURB ELEV. PER Ff�C�F INTFRFAC;F REQUIRED FOR CONCRETE � GRADING PLAN �� � FINISHED PAVING NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK TOP OF POND WALL ;J -L _-------------_ 2' EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT I Scale: 1 112" =1'-0" DT -1 TOP OF CURB ELEV. PER TRADING PLAN A Iall ADJACENT EXISTING CONCRETE EDGE OR EARTH a 1/2" EXPANSION JOINT MATERIAL REQUIRED FOR CONCRETE EDGE INTERFACE 611 11 11 L 1/2" EXPANSION JOINT MATERIAL TOP OF CURB ELEV. PER REQUIRED FOR CONCRETE GRADING PLAN EDGE INTERFACE .O r Q --FINISHED PAVING d o ,II-;;;;,;�;;,= - v f 'YIx :! i I =q I T7�I 6" CURB FACE DETAIL - STD. CURBS KT Scale: 112 =1'-0" DT - 2'-6" MINIMUM 4" CONCRETE PAD SIZE WHEN RECEPTACLE IS ISOLATED FROM PLAZA SURFACE MOUNT TABS--, r rr GRID I DOOR DOOR OPENI BOTTOM VIEW ANCHOR WITH 3/8"X4" S.S. EXPANSION ANCHORS LANDSCAPEFORMS DESIGN GROUP: PLEXUS DESCRIPTION: 20" FREESTANDING/SURFACE MOUNT TOP OPENING LITTER DETAIL - TRASH RECEPTACLE G Scale: 3/4" = V-0" DT -1 12 13- 14 16 D PANEL DETAIL - PLANTER CURB Scale: 1/2 =1'-0" 91, HEAD MODULE OPENING SYSTEM gCl) M TWIST -LOCK OPENING SYSTEM BASE MODULE Cyclone Lighting Bollard: CBM1210-5-LAC-50MH-QT/208-S1-RAL9005TX LIGHTED BOLLARD 03" 1 05" ANCHOR PLATE 3/8" ANCHORS x 12" GALV. 2 NUTS AND WASHERS EACH I LIGHT BOLLARD i 4" LEVEL GROUT COURSE — SIDEWALK 1, 4—#3 BARS OR #3 SQUARE TIE 2500 PSI 24" SQUARE 1" PVC CONDUITS CONCRETE 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES FOUNDATION DETAIL - LIGHTED BOLLARD H Scale: 1/2" = V-0" DT -1 22 23 24 co T U (j (D 0 co rnco 0 0) U co �(0 "LL -�,00 UJ 0 U co c � 0 ,I U oMo C: T �o i 2 0 C:) n_ ,- j I m C ° Q U co N C N U w O CC/ _I 0- J W_ LL cr f�- < LLI i f Q W W H z Cyclone Lighting O V Y Luminaire : CP2620-F1AP-RS3-LAC-100MH-QT/208-S1-SCTX W Type: Bracket: M113-C2-T15-RAL9005TX W Type: Pole: PD15-12-SA-BD54-RAL9005TX-OPS () C Option : BA1524AP/D2-SCTX (� LIGHT STANDARD AND LUMINARIES ---I � J_ 011 1 /2" ANCHOR PLATE 3/4" ANCHORS x 40 24" GALV. 2 NUTS AND WASHERS EACH 12" TO WALL EDGE GH OR SIDEWALK EDGE 4 LEVEL GROUT COURSE'—'r SIDEWALK 1 1 1 1 0 " 1� �— —� o CD CONDUIT AS REQ'D 1 6—#4 BARS z 1 a 1 EQUALLY SPACED ---JIW- 2500 PSI CONCRETE v 24"0 #3 HOOPS -4 REQ'D EQUALLY SPACED SHEET NO. FOUNDATION P'T DETAIL - LIGHT STANDARD'rT of Scale: 1/2" = V-0" DT -1 4 — - U z a) LL � N TO p! m 0 O o V OD oco O co ai a Qc) u.U'p U w O CC/ _I 0- J W_ LL cr f�- < LLI i f Q W W H z Cyclone Lighting O V Y Luminaire : CP2620-F1AP-RS3-LAC-100MH-QT/208-S1-SCTX W Type: Bracket: M113-C2-T15-RAL9005TX W Type: Pole: PD15-12-SA-BD54-RAL9005TX-OPS () C Option : BA1524AP/D2-SCTX (� LIGHT STANDARD AND LUMINARIES ---I � J_ 011 1 /2" ANCHOR PLATE 3/4" ANCHORS x 40 24" GALV. 2 NUTS AND WASHERS EACH 12" TO WALL EDGE GH OR SIDEWALK EDGE 4 LEVEL GROUT COURSE'—'r SIDEWALK 1 1 1 1 0 " 1� �— —� o CD CONDUIT AS REQ'D 1 6—#4 BARS z 1 a 1 EQUALLY SPACED ---JIW- 2500 PSI CONCRETE v 24"0 #3 HOOPS -4 REQ'D EQUALLY SPACED SHEET NO. FOUNDATION P'T DETAIL - LIGHT STANDARD'rT of Scale: 1/2" = V-0" DT -1 4 r �2_ r- 7,-0" 3'-0" 2'-0„ 6" CONCRETE 3'-0" SQR. 6" CONCRETE APRON & GUTTER APRON & GUTTER 3-6 DEPRESSION PER CITY STD. D-16 DEPRESSION PER " • - - f A. z d e a d A• ' 4 . 4. d d d a ' d s .d d.' d _ < STORM DRAIN ° \ O C3 ° ---------- --— — — — — — — — — - -d - s - d• . dA. <.. q . d % . a ®. d - 4A 'd 0 fi d d1 4 a CV d4 , .. 4 a . -d d . d Ar - 4 PLAN CV MORTAR PIPE INTO CATCH kSIN, PROVIDE 0 -RING FOR PVC PIPE PRECAST CATCH BASIN WITH BLOCKOUTS AND TRAFFIC RATED GALVANIZED BAR GRATING. CHRISTY U23 WITH U21 -HT GRATE OR APPROVED EQUAL. LLJ - it w v) 2 -a SQUARE PLACE CATCH BASIN ON 2" OF LEVELING SECTION SAND OVER 6" OF COMPACTED SUBGRADE DETAIL - CATCH BASIN A Scale: 3/4" = V-0" DT -2 A Retaining curb if Retaining curb necessary at edge ax a if necessary at _ a r of sidewalk etl e of sidewalk 5'-0" Sidewalk x '0 >, 5'-0" 9 >, 0.45" Min MrC See --See Notes Note 7 N 10 and 11 2% Max Sidewalk _ _ 8.33% 8.33% _axJ -Max = Front — — edge of Ix- c x sidewalk a v NI° See - Note 7 °00°000°0000 ° 000 M x0 0 00 .88 10% Max ° at curb o°0000 0°0°oo00 at curb \ 8 oo°o° �. 6 CHAMFER C ' . . :a ®.. - ®d d 2" STD PIPE WELD . ,d r ° 4 d , � Si 56666 0000 -0o00 00Max 00000 LLJ CL 8.33% LID I 4 a gx Max a�d d@ -f Nv � d oh 000-0.00-000-00 :02 f_r x l N MORTAR PIPE INTO CATCH kSIN, PROVIDE 0 -RING FOR PVC PIPE PRECAST CATCH BASIN WITH BLOCKOUTS AND TRAFFIC RATED GALVANIZED BAR GRATING. CHRISTY U23 WITH U21 -HT GRATE OR APPROVED EQUAL. LLJ - it w v) 2 -a SQUARE PLACE CATCH BASIN ON 2" OF LEVELING SECTION SAND OVER 6" OF COMPACTED SUBGRADE DETAIL - CATCH BASIN A Scale: 3/4" = V-0" DT -2 A Retaining curb if Retaining curb necessary at edge ax a if necessary at _ a r of sidewalk etl e of sidewalk 5'-0" Sidewalk x '0 >, 5'-0" 9 >, 0.45" Min MrC See --See Notes Note 7 N 10 and 11 2% Max Sidewalk _ _ 8.33% 8.33% _axJ -Max = Front — — edge of Ix- c x sidewalk a v NI° See - Note 7 °00°000°0000 ° 000 M x0 0 00 .88 10% Max ° at curb o°0000 0°0°oo00 at curb \ 8 oo°o° CITY STD. D-16 6 CHAMFER C ' . . :a ®.. - ®d d 2" STD PIPE WELD . ,d r ° 4 d , � Si 56666 0000 -0o00 00Max 00000 LLJ CL 8.33% LID I ca gx Max Nv oh 000-0.00-000-00 :02 f_r x l N xv ° d < I iu 0 N C) T 0 O I O d7 �a HOLES IN BASE PLATE, 0oo \.0g... 00 N 0000000 0 ,00000 -Ops 000 o 4 I— POSITION Al I Q U) CO r U p co r` CO a M (6 —RELIANCE FOUNDRY CO. D) v 0 0 Q R7589 DUCTILE IRON r BOLLARD � c°o m W < -1 "X32"FASTENING ROD, SLOPE W NUTS AND WASHERS FROM C)) CD d BOLLARD MANUFACTURER v .. d G'. J + - ----fj--———— — — — — —— — _ 9 I\ U!F #► = ': ° i STORM DRAIN 1\ c� r �'-------_ — — — ——�o------- .f --------------- -------- ® 4 .. FLOWLINE OF CURB d' d SLOPE" d. d SET FRAME TO FINISH GRADE USING DRYPACK MORTAR PLAN I"1 ice( -lfi SIl�iiil_'iclilF� MORTAR PIPE INTO CATCH kSIN, PROVIDE 0 -RING FOR PVC PIPE PRECAST CATCH BASIN WITH BLOCKOUTS AND TRAFFIC RATED GALVANIZED BAR GRATING. CHRISTY U23 WITH U21 -HT GRATE OR APPROVED EQUAL. LLJ - it w v) 2 -a SQUARE PLACE CATCH BASIN ON 2" OF LEVELING SECTION SAND OVER 6" OF COMPACTED SUBGRADE DETAIL - CATCH BASIN A Scale: 3/4" = V-0" DT -2 A Retaining curb if Retaining curb necessary at edge ax a if necessary at _ a r of sidewalk etl e of sidewalk 5'-0" Sidewalk x '0 >, 5'-0" 9 >, 0.45" Min MrC See --See Notes Note 7 N 10 and 11 2% Max Sidewalk _ _ 8.33% 8.33% _axJ -Max = Front — — edge of Ix- c x sidewalk a v NI° See - Note 7 °00°000°0000 ° 000 M x0 0 00 .88 10% Max ° at curb o°0000 0°0°oo00 at curb \ 8 oo°o° MANHOLE AND FRAME PER C.O.B. STD. SW -5 TOP VIEW CUT EXIST. 12" PVC PIPE TO //w� REQUIRED ELEVATION VJ � O Zi Q UJC 0 Q C41 d- •, _; �)=_.wi;!m='�;'_ ;,�#-=-iii —NI.d I11 I {�1 ii€ i I I I!€ I'I=-I11Z11 LJLJLTT-if U -11-H LJ e o. d. / -'� `° / P �J /r CONCRETE BASE, POUR PRECAST CATCH BASIN WITH BLOCKOUTSp AROUND 12" PIPE `V AND TRAFFIC RATED GALVANIZED BAR _ 12" PIPE GRATING. CHRISTY U23 WITH U21 -HT GRA N OR APPROVED EQUAL. '- ILJ LAJ (n 2 -0 SQUARE PLACE CATCH BASIN ON 2" OF SECTION LEVELING SAND OVER 6" OF DETAIL - CATCH BASIN B Scale: 3/4" = 1'-0" DT -2 of pD -►I� o 0.9' Base Dio dewalk O RAISED TRUNCATED DOME NOTES, °0000 x°00000 Front Front edge ee 1. As site conditions dictate, Case A through Case G curb romps may be °°°°°° n°°° S°o° °° ed e of CASE C See Notes Note 7 g p y 0000"'. 000 ° 9 of sidewalk used for corner installations similar to those shown in Detail A and 0000 000°° sidewalk 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at 4'-0" 10% Max mid block locations, as site conditions dictate. 10% Max �� Min B See Notes at curb A — A) at curb 10 and 11 — r 2. If distance from curb to back of sidewalk is too short to CASE A Sidewalk 2% 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE B _ ax ax Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or �/ See o c_ x Front edge may '—' H) Note 7 �' `c�� v of sidewalk See o c_ x y be widened as in Case D. N A? Q Note 7 Q �� v 10% Max 3. When ramp is located in center of curb return, crosswalk 2e 7 A 6 �_ —� at curb configuration must be similar to that shown for Detail B. O Front 0 Sidewalk xMax 2% Sidewalk c TYP 6 edge of 4. As site conditions dictate, the retaining curb side and the flared 0) CY � o c See Notes o c See - ° 00O° c Typ sidewalk side of the Case G ramp shall be constructed in reversed posiTion. x * ° 0000 000°° •- o See - 10 and 11 - v Note 7 c L 000 0 No' a o ------ Note 7 v v N v o ° Retaining c L 0000000 000000 5. If located on a curve, the sides of the romp need not be para' lel, M v 10% Max d 00000 v 0000 Curb (both v o 0000'°:,4 °x o°O° but the minimum width of the ramp shall be 4'-0". Front at curb 0000 sides of a 000 a o 00 edge of // 00000 o ramp) g0 o 0000 6. Side slope of ramp flares vary uniformly from a maximum of 10% at co sidewalk 10% Max curb to conform with longitudinal sidewalk slope adjacent to top of rn at curb the ram except in Case C and Case F. Mini Pe P -� I See Notes Retaining 4'-0" Min See Notes 10 _12-8.6or�i loo oo o Front A 10 and 11 Curb and 11 7. The curb ramp shall be outlined, as shown, with a 1'-0" wide 0000 •0000 °°°g°� 0oos0o edge of border with q" rooves approximately %" on center. See o,lo 000 Planting 000 or, x ° A grooving detail. PP Y p 107 Max 00°0°000 000000 1 0% Max area 8880 , 000< sidewalk CASE F g g of curb °°o°o °00000 of curb 0000sa o°o iO°o°° Retaining CASE G z 0000°00 0°°°°° 000000 000 000\ 8. Transitions from ramps and landing to walks, gutters or stree-s Curb (booth See Note 4 shall be flush and free of abrupt changes. 4'-0' See Notes 10 A ramp) Gutter To of ram P g gutters, the road surface immediately Mln and 11 9. Maximum slopes of adjoining flowline P P 4'-0" Min 4 0 At 6 Rounded adjacent to the curb ramp or accessible route shall not exceed Q Min �`J Typ See Note 9 i 5 percent within 4'-0" of the top and bottom of the curb ramp. CASE D CASE E 2% Max fi 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable warning (— Where a flared side occurs SECTION A -A Surfaces shall conform to the details on this plan and the provide 2'-0" straight curb requirements in the Special Provisions. D Y 7 11. The edge of the detectable warning surface nearest the street o _Gutter shall be between 6" and 8" from the gutter flowline. flowline Retaining curb if necessary 12. Sidewalk and ram thickness, "T", shall be 3V' minimum. o a) Top of ramp P 0 � 0 4'-0" Min l� �, t< ., ECR �, Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities D lr1 .� �') ° within the boundaries of the curb romp will be relocated or, OD a o �' x adjusted to c Ra Q A o' I grade by the owner prior to, or in conjunction with, 00 do Q 8.33% Max 2% Max curb ramp construction. D - oc See Note 9 SECTION B -B of 14. For retrofit conditions, removal and replacement of curb apron o Sidewalk Y Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on h1pQ \e Qp� P o o project plans. Retaining curb if1.67" t 2 .35" anding i 0 ° necessary Center to Gutter 9- center spacing OSidewalk flowline O O i \O� fre F BCR 2/ Max (a O O 3 F O O O Where a flared See RAISED TRUNCATED DOME PATTERN (IN-LINE) side occurs provide Note 9 SECTION C -C Approximately %4" DETECTABLE WARNING SURFACE 2'-0" straight curb 1, /4" See Note 10 Crosswalk if provided Limit of pay I \� STATE OF CALIFORNIA 4'-0" Min ° ° ° + °_ + °. DEPARTMENT OF TRANSPORTATION Crosswalk if provided DETAIL B Note , 4 Rounded ° ° ° ° � CURB RAMP DETAILS TYPICAL ONE -RAMP GROOVING DETAIL DETAIL A CORNER INSTALLATION see If NO SCALE RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO -RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 of THE STANDARD PLANS BOOK DATED MAY 2006. See Nate , Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A 4 T 11 12 13 14 PLAN SECTION DETAIL - CLEAR DRAIN COVER Scale: 3/4" = 1'-0" BROOKS NO. 4 -TT VALVE BOX WITH COVER AND EXTENSIONS 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN 11PTxSOCKET MALE ADAPTER (2 EA) NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL 3ROOKS NO. 4 -TT VALVE BOX WITH ;OVER AND EXTENSIONS NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL MIPTxSOCKET PVC SCHEDULE 40 MALE ADAPTER (2 EA) I" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN 3/8" TOP PLATE 5/8" BASE PLATE - SEE DETAIL H DT -2 Q0 CV 85" I 8 TOP VIEW I I 4 '- '� Min C a 2" STD PIPE WELD TO BOTTOM OF B PLATE E 2% Max � Si 56666 0000 -0o00 00Max 00000 8.33% 8.33% ca gx Max Nv oh 000-0.00-000-00 :02 C'cc N xv PLATE, 2 EA. 7/16" I iu 0 N C) T 0 O I O d7 �a HOLES IN BASE PLATE, 0oo \.0g... 00 N 0000000 0 ,00000 -Ops 000 o CENTERED ON HASPE I— POSITION S MANHOLE AND FRAME PER C.O.B. STD. SW -5 TOP VIEW CUT EXIST. 12" PVC PIPE TO //w� REQUIRED ELEVATION VJ � O Zi Q UJC 0 Q C41 d- •, _; �)=_.wi;!m='�;'_ ;,�#-=-iii —NI.d I11 I {�1 ii€ i I I I!€ I'I=-I11Z11 LJLJLTT-if U -11-H LJ e o. d. / -'� `° / P �J /r CONCRETE BASE, POUR PRECAST CATCH BASIN WITH BLOCKOUTSp AROUND 12" PIPE `V AND TRAFFIC RATED GALVANIZED BAR _ 12" PIPE GRATING. CHRISTY U23 WITH U21 -HT GRA N OR APPROVED EQUAL. '- ILJ LAJ (n 2 -0 SQUARE PLACE CATCH BASIN ON 2" OF SECTION LEVELING SAND OVER 6" OF DETAIL - CATCH BASIN B Scale: 3/4" = 1'-0" DT -2 of pD -►I� o 0.9' Base Dio dewalk O RAISED TRUNCATED DOME NOTES, °0000 x°00000 Front Front edge ee 1. As site conditions dictate, Case A through Case G curb romps may be °°°°°° n°°° S°o° °° ed e of CASE C See Notes Note 7 g p y 0000"'. 000 ° 9 of sidewalk used for corner installations similar to those shown in Detail A and 0000 000°° sidewalk 10 and 11 Detail B. The case of curb ramps used in Detail A do not have to be the same. Case A through Case G curb ramps also may be used at 4'-0" 10% Max mid block locations, as site conditions dictate. 10% Max �� Min B See Notes at curb A — A) at curb 10 and 11 — r 2. If distance from curb to back of sidewalk is too short to CASE A Sidewalk 2% 2% accommodate ramp and 4'-0" platform (landing) as shown in Case A, CASE B _ ax ax Sidewalk the sidewalk may be depressed longitudinally as in Case B, or C or �/ See o c_ x Front edge may '—' H) Note 7 �' `c�� v of sidewalk See o c_ x y be widened as in Case D. N A? Q Note 7 Q �� v 10% Max 3. When ramp is located in center of curb return, crosswalk 2e 7 A 6 �_ —� at curb configuration must be similar to that shown for Detail B. O Front 0 Sidewalk xMax 2% Sidewalk c TYP 6 edge of 4. As site conditions dictate, the retaining curb side and the flared 0) CY � o c See Notes o c See - ° 00O° c Typ sidewalk side of the Case G ramp shall be constructed in reversed posiTion. x * ° 0000 000°° •- o See - 10 and 11 - v Note 7 c L 000 0 No' a o ------ Note 7 v v N v o ° Retaining c L 0000000 000000 5. If located on a curve, the sides of the romp need not be para' lel, M v 10% Max d 00000 v 0000 Curb (both v o 0000'°:,4 °x o°O° but the minimum width of the ramp shall be 4'-0". Front at curb 0000 sides of a 000 a o 00 edge of // 00000 o ramp) g0 o 0000 6. Side slope of ramp flares vary uniformly from a maximum of 10% at co sidewalk 10% Max curb to conform with longitudinal sidewalk slope adjacent to top of rn at curb the ram except in Case C and Case F. Mini Pe P -� I See Notes Retaining 4'-0" Min See Notes 10 _12-8.6or�i loo oo o Front A 10 and 11 Curb and 11 7. The curb ramp shall be outlined, as shown, with a 1'-0" wide 0000 •0000 °°°g°� 0oos0o edge of border with q" rooves approximately %" on center. See o,lo 000 Planting 000 or, x ° A grooving detail. PP Y p 107 Max 00°0°000 000000 1 0% Max area 8880 , 000< sidewalk CASE F g g of curb °°o°o °00000 of curb 0000sa o°o iO°o°° Retaining CASE G z 0000°00 0°°°°° 000000 000 000\ 8. Transitions from ramps and landing to walks, gutters or stree-s Curb (booth See Note 4 shall be flush and free of abrupt changes. 4'-0' See Notes 10 A ramp) Gutter To of ram P g gutters, the road surface immediately Mln and 11 9. Maximum slopes of adjoining flowline P P 4'-0" Min 4 0 At 6 Rounded adjacent to the curb ramp or accessible route shall not exceed Q Min �`J Typ See Note 9 i 5 percent within 4'-0" of the top and bottom of the curb ramp. CASE D CASE E 2% Max fi 10. Curb ramps shall have a detectable warning surface that extends 8.33% Max the full width and 3'-0" depth of the ramp. Detectable warning (— Where a flared side occurs SECTION A -A Surfaces shall conform to the details on this plan and the provide 2'-0" straight curb requirements in the Special Provisions. D Y 7 11. The edge of the detectable warning surface nearest the street o _Gutter shall be between 6" and 8" from the gutter flowline. flowline Retaining curb if necessary 12. Sidewalk and ram thickness, "T", shall be 3V' minimum. o a) Top of ramp P 0 � 0 4'-0" Min l� �, t< ., ECR �, Rounded 13. Utility pull boxes, manholes, vaults and all other utility facilities D lr1 .� �') ° within the boundaries of the curb romp will be relocated or, OD a o �' x adjusted to c Ra Q A o' I grade by the owner prior to, or in conjunction with, 00 do Q 8.33% Max 2% Max curb ramp construction. D - oc See Note 9 SECTION B -B of 14. For retrofit conditions, removal and replacement of curb apron o Sidewalk Y Depress entire sidewalk as required will be at the Contractor's option, unless otherwise shown on h1pQ \e Qp� P o o project plans. Retaining curb if1.67" t 2 .35" anding i 0 ° necessary Center to Gutter 9- center spacing OSidewalk flowline O O i \O� fre F BCR 2/ Max (a O O 3 F O O O Where a flared See RAISED TRUNCATED DOME PATTERN (IN-LINE) side occurs provide Note 9 SECTION C -C Approximately %4" DETECTABLE WARNING SURFACE 2'-0" straight curb 1, /4" See Note 10 Crosswalk if provided Limit of pay I \� STATE OF CALIFORNIA 4'-0" Min ° ° ° + °_ + °. DEPARTMENT OF TRANSPORTATION Crosswalk if provided DETAIL B Note , 4 Rounded ° ° ° ° � CURB RAMP DETAILS TYPICAL ONE -RAMP GROOVING DETAIL DETAIL A CORNER INSTALLATION see If NO SCALE RSP A88A DATED SEPTEMBER 1, 2006 SUPERSEDES STANDARD PLAN A88A TYPICAL TWO -RAMP CORNER INSTALLATION See Notes 1 and 3 Note 9 RETROFIT DETAIL DATED MAY 1, 2006 - PAGE 115 of THE STANDARD PLANS BOOK DATED MAY 2006. See Nate , Existing curb and sidewalk REVISED STANDARD PLAN RSP A88A 4 T 11 12 13 14 PLAN SECTION DETAIL - CLEAR DRAIN COVER Scale: 3/4" = 1'-0" BROOKS NO. 4 -TT VALVE BOX WITH COVER AND EXTENSIONS 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN 11PTxSOCKET MALE ADAPTER (2 EA) NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL 3ROOKS NO. 4 -TT VALVE BOX WITH ;OVER AND EXTENSIONS NIBCO T -113-K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL MIPTxSOCKET PVC SCHEDULE 40 MALE ADAPTER (2 EA) I" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN 3/8" TOP PLATE 5/8" BASE PLATE - SEE DETAIL H DT -2 Q0 CV 85" I 8 TOP VIEW I I 4 '- '� C a 2" STD PIPE WELD TO BOTTOM OF B PLATE C 0 � ! � ami i� I - _4 ca 0 c 3/4"X 1-5/8" S LOT I N TOP C'cc W PLATE, 2 EA. 7/16" I iu 0 N C) T 0 O I O d7 �a HOLES IN BASE PLATE, D T io o CENTERED ON HASPE I— POSITION LIJ I Q U) CO r U p co r` CO a M (6 —RELIANCE FOUNDRY CO. D) v 0 0 Q R7589 DUCTILE IRON r BOLLARD � c°o m W X W U_ 0*C -1 "X32"FASTENING ROD, W NUTS AND WASHERS FROM C)) CD i BOLLARD MANUFACTURER v U %j LU p •> v 4.500" OD SCH 40 STEELco (�co PIPE. RUNS TO BOTTOM OF j `�' 5" PIPE �' `� c° LIJ U pp �`^1! CD a 3/8" TOP PLATE I I i F 5/8" BASE PLATE I � I I I I I I I � 1 4- 1 4" 1 1 444BARS WITH W #3 HOOPS 5.563" OD SCH 80 STEEL 1 PIPE SLEEVE CONCRETE BASE 1 f � I it 1 II 1/4" BOTTOM PLATE V-0" DIA. -y Ili SECTION i ALL FABRICATED STEEL ITEMS TO BE HOT DIPPED GALVANIZED DETAIL - RFMnVARI F gni I ARn Scale: 3/4" = V-0` ill 4 SLOT ON EACH SIDE OF PIPE (2 1„ RQD.) FOR WRENCH ACCESS 22 211 EACH SLOT DETAIL - BOLLARD HASPE AND BASE Scale: 3/4" = 1'-0" ADT SECTION DETAIL - 1" & 2" WATER VALVE DETAIL D Scale: 1-1/2" = 1'-0" DT -2 16 18 19 20 21 22 23 24 6 5/16" STEEL ROD BENT FOR HASPE;,, 1/4''X1-7/8" DIA. PLATE 2-112" SCH 40 STEEL PIPE FOR HASPE RECESS I i I 29 30 SHEET NO. D o f OF 4 C ( U O C 0 � ! � ami i� I - _4 ca I iu 0 N C) T 0 O I O d7 �a 3�io�zm ° OmT O D T io p 16 I— U LIJ Q U) WYI_ _J Q Q Q G m W z LL O -J W LIJ i U aC a - U J I U!F #► = ': t V c� r .f SHEET NO. D o f OF 4 5"DIA X 8" DP CORE DRILL FOR RAIL OR FENCE POSTS AS REQUIRED 10" BRICK CAP Lu q WALL ! 1/2" EXPANSION JOINT 10" BRICK CAP MATERIAL 8"X8"X16" CONCRETE -ADJACENT WALK OR STEPS MASONRY UNITS, SOLID GROUT FULL HEIGHT VOID VERTICAL MORTAR FIRST COURSE FOR DRAINAGE NOTE: WALLS WITH PLANTINGS ON THE RETAINING SIDE OF THE WALL SHALL BE oE WALKWAY COATED WITH ASPHALTIC WATERPROOF COATING ON THE PLANTER SIDE TO 2"�' z� ;o 0 ABOVE THE PLANTER GRADE. BOTTOM BLOCK COURSE THAT IS ABOVE FINISH GRADEUZI 2'-0" TO 3'-411 12 IS TO HAVE VOIDED VERTICAL JOINTS TO ALLOW DRAINAGE TO WEEP. 8"X8" DRAINAGE a R v 4-#4 BARS, CONTINUE UP 8" ENVELOPE IS TO RUN LENGTH OF WALL JUST ABOVE THE TOP OF FOOTING. 5"DIA X 8" DP CORE DRILL 1811 FOR RAIL OR FENCE PILASTER IN RUN OF WALL W POSTS AS REQUIRED - 2 "H" - HEIGHT, FT WALKWAY "W1" - FOOTING WIDTH, IN 0 TO 2'-0" 8 18 2'-0" TO 3'-411 12 26 3'-4" TO 4'-8" 4-#4 BARS, CONTINUE UP 34 PILASTER IN RUN OF WALL W THROUGH WALL AND PILASTER 0 `( ! Scale: 3/4" = V-0" DT -3 w cn 0// ---- STANDARD BRICK oc Q COURSES SET VENEER -Nt ATTACHMENT STRIPS77777 o #4 BOND { 8"X8"X16" CONCRETE = ( BEAMS _ _;_+'- " 4 CHAMFER 6' --t f -- FINISH GRADE, REFER �� - MASONRY UNITS, SOLID =sn '. {=-{ r 3 _ `;:. _='' II 11 11 II,/ �- GROUT FULL HEIGHT !" i TO GRADING PLAN = °` - #4 @ 24 VERTS ON RUN OF 8X8 X16 CONCRETE #4 BOND BEAMS ! WALL, HOOK BOTTOM MASONRY UNITS, SOLID ` < ;-� 3-#3 HOOPS #3 TIES ALIGN WITH (j o 8" ��°��• _ ..;'_' GROUT FULL HEIGHT = ''� -_!' � r � _ � 8" ,_Y 4-#4 VERTS TO PILASTER FOOTING y�� BOND BEAMS �,Cb #4 BOND o 'Co 00 = WALKWAY #4 @ 24" VERTS ON RUN OF:. Q _ BEAMS WALKWAY— WALL, _ - o - ¢: J�.' WALL, HOOK BOTTOM, RUN - ' e -- r <, a CONTINUOUS TO SIDEWALKto FINISH PLANTER GRADE �_ :, _ �' PILASTER AT END OF WALL � OR FINISH WALK GRADE o #4 @ 24" VERTS ON RUN OF-�.: i� I-- , r .�_� s, _'' "', -- #4 @ 24" HOOKED N 0-IIIIIIIIII WALL, HOOK BOTTOM - = =1 ' , _ -1;�{ ..r -- -=1 ► _;,��t:�w #4 BAR AT FIRST CELL ON — m _._E. — __ ___ ____ 4-#4 BARS, CONTINUE UP rV .,. 8".:= o 1 -r '- 1• _ ; #4 BARS @ 12" MAX, THROUGH WALL AND PILASTER. EACH SIDE OF PILASTERCz 1 = - CONTINUOUS o �- II { _-_____ • ____� __ #4 BARS @ 12 MAX,-- �y=- - _-_ _ �2: „ _�-#3 TIES, ALIGN WITH a5 #4 @ 24 HOOKED ' i= CONTINUOUS -" ; -� #BOND BEAMS 4 @ 2411 D X > - 6 Co -_ - - _ #4@24 - -. .._ (• — _�it �� & r ') F _ 'J 11 _ . _r '- +� 4 ALIGN WITH ENDS AND CORNERS op op ---- - - ----------- _ /L_OF PILASTER AT ENTER AND _ _L_____ _____: 1 v 211 11 II REINFORCED CONCRETE .6 /„ . sv;, ;► o T • ' #4 BARS @ 12" MAX, REINFORCED CONCRETE DIM W1 --�- _ CONTINUOUS FOOTING DIM "W1" FOOTING ;.: X;' `>` �� ;,� - <:� , #4 @ 24" 3-#3 HOOPS _ _, a = - 444 VERTS TO PILASTER FOOTING _ 4��� WALL SECTION rB_`�� REINFORCED CONCRETE WALL SECTION C Y,;` DIM W1 „ _ ,- „ #4 BOND BEAM, FOUR ,.;;�.: o FOOTING Scale: 3/4 - 1 0 DT -3 Scafe: 3/4" = 1'-0" DT -3 LOCATIONS IN WALL #4 @ 24" VERTS ON RUN OF WALL SECTION A Scale: 3/4" = T-0" DT -3 5"DIA X 8" DP CORE DRILL FOR RAIL OR i811 FENCE POSTS AS REQUIRED 11, 2 WALKWAY WALL FOOTING DIMENSIONS "H" - HEIGHT, FT "T1" FOOTING THICKNESS, IN "W1" - FOOTING WIDTH, IN 0 TO 2'-0" 8 18 2'-0" TO 3'-411 12 26 3'-4" TO 4'-8" 16 34 ` WALL �h PILASTER IN RUN OF WALL DETAIL - SECTION K I I Scale: 3/4" = V-0" DT -3 w cn oc Q R.r rr Q V-4"SQR :�- ---a-- ° Q MORTAR PRECAST PILASTER v - ' -_ - {= `- 10" BRICK CAP U� CAP TO PILASTER TOP , = 8"X8"X16" CONCRETE MASONRY"' -!4"CHAMFER p UNITS, SOLID GROUT FULL HEIGHT`'` F¢ #4 BOND 8"X8"X16" CONCRETE 10" BRICK CAP I ?- PLANTER N . - BEAMS MASONRY UNITS, SOLID N GROUT FULL HEIGHT n-' #3 TIES � c r - 'r =, LL - #4 24" VERTS ON RUN OF WALL HOOK =F= o 0'Z m TOP OF FOOTING NO HIGHER THAT TOP OF - @ _ _ FINISH PLANTER GRADE ' #4 BOND 3 o j o . -!i BOTTOM, RUN CONTINUOUS TO SIDEWALK =r;: { ; = ,- OR FINISH WALK GRADE 5"DIA X 8" DP CORE DRILL _ Q " "�0 CANAL PERIMETER WALL, WHEN ADJACENT I = A ; _ F RAI R FENCE POSTS BEAMS II ' =; 11 OR L O OST..; ' d- 8 .; - -�=,,_ #4 @ 24 HOOKED CANAL PERIMETER i -= AS REQUIRED, ALIGN WITH _ AJACENT WALL CORE DRILLS 2-#4 BARS IN PILASTER WALL, BY CANAL 1 CONTRACTOR VOID VERTICAL MORTAR FIRST z !� "� W :.r>: o - M "=:�� 2-#4 BARS IN ADJACENT WALL -' s- __ - - �• _ _-'-' #4 BARS @ 12" AX, COURSE FOR DRAINAGE -j' I WALKWAY = sal ��t'` 1 �; _: CONTINUOUS o "1 ` z { _ W , _�� _ _ g -f., �� � VENEER BRICK, SOLID ' _{ j!= GROUT PILASTER EXISTING SURFACE 8 - W_ {CL #4 @ 24 HOOKED _ g Cly ;_ t 4 = - _ _- REINFORCED CONCRETE - - f �- - - _ - - -- 1 z !� DIM W1 k, _ rl -'�i_ !, _ ;�. L -I -J �! `{��! ��'—' �i; !�� �'t l t��rlili�l�: �. - _ -`fi - -- _1 II II II 1 X�- 8 X8 X16 CONCRETE MASONRY O z Q FOOTING h _ 1 - #4 BARS @ 12" MAX, r 4 CHAMFER E= o W - ' > W a UNITS, SOLID GROUT FULL HEIGHT Y a Cr WALL SECTION rD'� _ { __ _ ____ coNTlNuous _�� __ t w 0 Scale: 3/411= 1'-0" U-3ui - - _,,- VOID VERTICAL MORTAR FIRST r , DT -3 W W o COURSE FOR DRAINAGE .� :: z O Z Q 311 EINFORCED CONCRETE REINFORCED CONCRETE ,o OL 11 1-0 FOOTING DIM V FORM TOP 5-1/2 OF W I 11xl�'.. FOOTING w 'gyp O Al w UBING TO PLANT POT FTG ON PARK SIDEi_: w U W °C IRRIGATION PIPE W o� o WALL SECTION rE� a COMMERCIAL SAND DETAIL - THICKENED EDGE EXISTING WALL FOR ------,,,,,w Scale: 3/4" = T-0" DT -3 = .x==: ; J "' Scale: 3/411 - V-0" DT -3 hU= - ; MEXICALI RESTAURANT- ED.,J. 11 w ' i -� 5"DIA CORE DRILL FOR RAIL ORy•'; 1 VARIES � ! } _ m ' - FENCE POSTS AS REQUIRED, ALIGN 5"DIA CORE DRILL FOR RAIL OR BRICK CAP WITH 4" MORTAR B - N '� _ -1 = ' WITH AJACENT WALL CORE DRILLS, 1 _ 16 FENCE POSTS AS REQUIRED ALIGN ' -i I! MIN. DEPTH IS 8", ADJUST DEPTH AS WITH AJACENT WALL CORE DRILLS, =; '= = - w -- 6"X8"X16" CONCRETE MASONRY MIN. DEPTH IS 8" ADJUST DEPTH AS o ' REQUIRED TO HOLD GRADE ON U - 1 ---� UNITS, SOLID GROUT FULL HEIGHT ! �, 8 RAILING REQUIRED TO HOLD GRADE ON ' �- 1• N 4 2% I L1------� -ii �'1'C 1 -�_ - O PROVIDE 1" PVC DRAIN WHERE RAILING i i = 3: ~ ��' '�; DRAINAGE IS TRAPPED FINISH GRADE, REFER TO - FINISH PLANTER GRADE �2 CONCRETE WALKWAY VARIES 1 •- 1 GRADING PLAN "�' -' -= OR FINISH WALK GRADE 2 6" " �___ ___>. _- - = f ,= 1 /2 EXPANSION , `� i 4-#4 BARS, CONTINUE UP - 4 z 1 - 3-#4 BARS, CONTINUOUS MORTAR BASE WALKWAY ; '1, ! r DEEP TOOLED GOOVE JOINT MATERIAL -� � 9 r Q�'2 � THROUGH WALL AND PILASTER 1 ; �O> 1 a _ - _ , THROUGH PILASTER FTG N� CONCRETE WALKWAY - -- - _ - - _ #4 BOND BEAM I , _ f ! ._ , r__; i N AY r r = # 3 3 HOOPS -a; �% 4 @ 24" VERTS ON RUN OF W L, HOOK BOTTOM _-' 11 - µ--- ----i. �„ - - - 4 CHAMFER O� - . �CA ON: EXISTING Co , _---- • PLUM G ITEMS -� . #4 BARS @ 2" MAX z '�; ;==1 '�!� - 1 �_ CONTINUOUS CONCRETE 1'-0" PER PLAN #4 @ 24" 9�,y� COMPOSITE CURB 2'-0"DIA SHEET NO. REINFORC CONCRETE 11-911 211 .ova L� 1-0' PILASTER FTG FOOTING � - DETAIL -TRANSITION CURB I Puld WALL SECTIONrF_"�oT o� DETAIL WHEELCHAIR CURB G _ WALL SECTION J OF Scale: 3/4" = V-0" DT -3 Scale: 3/4" = V-0" DT -3 Scale. 3/4 = 1-0 DT -3 Scale: 3/4" = V-0" DT -3 ., p g 4 :? 1'f1 iri 19 13 1A 1`5 r 1ft 119 20 21 _ 22 23 24 2 3 29 30 v 51IDIA X 8" DP CORE DRILL FOR RAIL OR FENCE POSTS AS REQUIRED 10" BRICK CAP So Lu rr T.a 8"X8"X16" CONCRETE p MASONRY UNITS, SOLID GROUT FULL HEIGHT q WALL I 1/2" EXPANSION JOINT 10" BRICK CAP MATERIAL 8"X8"X16" CONCRETE- -ADJACENT WALK OR STEPS MASONRY UNITS, SOLID GROUT FULL HEIGHT VOID VERTICAL MORTAR FIRST COURSE FOR DRAINAGE FINISH GRADE, REFER TO GRADING PLAN - #4 BOND BEAMS WALKWAY— FINISH ALKWAY FINISH PLANTER GRADE OR FINISH WALK GRADE o ° `" " x�- #4 @ 24 VERTS ON RUN OF -- - 1 — j = I°� ` � '— 1 i 3 ' WALL, HOOK BOTTOM II l-1 ' I,i !H= j=I 8" 5"DIA X 8" DP CORE DRILL FOR RAIL OR FENCE 1„ POSTS AS REQUIRED 2 0 - #4 BOND BEAMS �4 @ 24" VERTS ON RUN OF 8"X8"X16" CONCRETE NALL, HOOK BOTTOM MASONRY UNITS, SOLID = - GROUT FULL HEIGHT = 811 WALKWAY 77171_1�77177-17 I i 11, 2 WALKWAY R•r m 1 � 1.----�-- G z _�h_�! . _��` U ( i1 ^_iil=-ff�_�}j'-mil`;-=j(i- it 8"X8"X16" CONCRETE MASONRY 'f- !� = - i} -`''-''''-'`y-" 10 BRICK CAP UNITS SOLID GROUT FULL HEIGHT "= I �71 4" CHAMFER 1 • ;=-I l #4 BOND 8"X8"X16" CONCRETE BEAMS MASONRY UNITS, SOLiD I GROUT FULL HEIGHT it f ; � #4 @ 24" VERTS ON RUN OF WALL HOOK TOP OF FOOTING NO HIGHER THAT TOP OF o X4 . mil I BOTTOM, RUN CONTINUOUS TO SIDEWALK CANAL PERIMETER WALL, WHEN ADJACENT CANAL PERIMETER -#4 @ 24" HOOKED =il WALL, BY CANAL CONTRACTOR j VOID VERTICAL MORTAR FIRST a---+---- ---- _ 11_ _ �• _ + - #4 BARS @ 12" MAX, COURSE FOR DRAINAGE = r _ CONTINUOUS 81�� �iII 117, ifw f viii- • - �� , ��(�- #4 @ 24 _-+ l l EXISTING SURFACE NOTE: WALLS WITH PLANTINGS ON THE RETAINING SIDE OF THE WALL SHALL BE COATED WITH ASPHALTIC WATERPROOF COATING ON THE PLANTER SIDE TO 2" ABOVE THE PLANTER GRADE. BOTTOM BLOCK COURSE THAT IS ABOVE FINISH GRADE IS TO HAVE VOIDED VERTICAL JOINTS TO ALLOW DRAINAGE TO WEEP. 8"X8" DRAINAGE 1811 ENVELOPE IS TO RUN LENGTH OF WALL JUST ABOVE THE TOP OF,ING. ✓lam' T:A ;i IN I , )4�115 o �i WALKWAY 444 BARS, CONTINUE UP W 1 THROUGH WALL AND PILASTER : 2-p -- STANDARD BRICK ``� _ _ ! COURSES SET VENEER 4 71 ill ;' ; x ATTACHMENT STRIPS o �1 = -_ _; l--1 i I ---j i i=i 1 i -"I I i � 1 I �-; I I !�� i i; � i f 1= 11 �,�• f`': -'i. � r- -a ig-11 4" CHAMFER OA #4 BOND ,` =ilk `� r- = i1= BEAMS 3-#3 HOOPS - #3 TIES, ALIGN WITH 4-#4 VERTS TO PILASTER FOOTWG _ BOND BEAMS00 l , #4 24" VERTS ON RUN OF Tr WALL, HOOK BOTTOM, RUN u : �_ _ IL IL CONTINUOUS TO SIDEWALK ° ! PILASTER AT END OF WALL `� " u- ST ' 1 W u- --1 #4 24 HOOKED Y Mn .-3 1 i {' I — ff� =1 1- -Ww #4 BAR AT FIRST CELL ON m ---- 4-#4 BaS, CONTINUE UP EACH SIDE OF PILASTER - A #4 BARS @ 12 MAX, THROUG WALL AND PILASTER W CONTINUOUS !i-=i�l p _ __ �- .. #3 TIES ALIGN WITH j ,�; #4 @ 24 BOND BEAMS ()'ob a C/L OF PILASTER AT 8' CENTERS AND II � CONCR1TE "H" - HEIGHT, FT ALIGN WITH ENDS AND CORNERS _v "W1„ REINFORCED 0A" 8 18 +�=1---------- DIM FOOTING 2" M _ #4 BARS @ 1 AX, T o �, 343 HOOPS "� IiIIi .Yr, uj o #4 @ 24 HOOKED MORTAR PRECAST PILASTER Y CAP TO PILASTER TOP I!'= 0 CONTINUOUS 244 BARS IN ADJACENT WALL-------_�-.- _; il:_'�si.-=it+.—` =i! "•.c. _, i_Ili—liiMill +�31 I i+ iif--ijl—i 4'= =i _ #4 24„ -@ ,;E�?,,.. l_ ; i' 1 i=1 ! I—, ; i � #4 BOND BEAM, FOUR, ,- �, __ +119— (• ---1----- 1 ------ ---- i ��I , .—I ; #4 BOND z_ W GROUT PILASTER ' --i; ;_ #4 BARS @ 12" MAX, REINFORCED CONCRETE- 0 r)II G 1 I ., ,1• _y� ..- ------DIM ---.-L _ __ CONTINUOUS FOOTING "Will W1 1 1 #4 @ 24" 411' WALL SECTION rB— CONCRETE DIM "W1„REINFORCED FOOTING Scale: 3/4" ='1'-0" DT -3 WALL SECTION A Scale: 3/4" = V-0" DT -3 5"DIA X 8" DP CORE DRILL FOR RAIL OR 18" FENCE POSTS AS REQUIRED 11, 2 WALKWAY R•r m 1 � 1.----�-- G z _�h_�! . _��` U ( i1 ^_iil=-ff�_�}j'-mil`;-=j(i- it 8"X8"X16" CONCRETE MASONRY 'f- !� = - i} -`''-''''-'`y-" 10 BRICK CAP UNITS SOLID GROUT FULL HEIGHT "= I �71 4" CHAMFER 1 • ;=-I l #4 BOND 8"X8"X16" CONCRETE BEAMS MASONRY UNITS, SOLiD I GROUT FULL HEIGHT it f ; � #4 @ 24" VERTS ON RUN OF WALL HOOK TOP OF FOOTING NO HIGHER THAT TOP OF o X4 . mil I BOTTOM, RUN CONTINUOUS TO SIDEWALK CANAL PERIMETER WALL, WHEN ADJACENT CANAL PERIMETER -#4 @ 24" HOOKED =il WALL, BY CANAL CONTRACTOR j VOID VERTICAL MORTAR FIRST a---+---- ---- _ 11_ _ �• _ + - #4 BARS @ 12" MAX, COURSE FOR DRAINAGE = r _ CONTINUOUS 81�� �iII 117, ifw f viii- • - �� , ��(�- #4 @ 24 _-+ l l EXISTING SURFACE NOTE: WALLS WITH PLANTINGS ON THE RETAINING SIDE OF THE WALL SHALL BE COATED WITH ASPHALTIC WATERPROOF COATING ON THE PLANTER SIDE TO 2" ABOVE THE PLANTER GRADE. BOTTOM BLOCK COURSE THAT IS ABOVE FINISH GRADE IS TO HAVE VOIDED VERTICAL JOINTS TO ALLOW DRAINAGE TO WEEP. 8"X8" DRAINAGE 1811 ENVELOPE IS TO RUN LENGTH OF WALL JUST ABOVE THE TOP OF,ING. ✓lam' T:A ;i IN I , )4�115 o �i WALKWAY 444 BARS, CONTINUE UP W 1 THROUGH WALL AND PILASTER : 2-p -- STANDARD BRICK ``� _ _ ! COURSES SET VENEER 4 71 ill ;' ; x ATTACHMENT STRIPS o �1 = -_ _; l--1 i I ---j i i=i 1 i -"I I i � 1 I �-; I I !�� i i; � i f 1= 11 �,�• f`': -'i. � r- -a ig-11 4" CHAMFER OA #4 BOND ,` =ilk `� r- = i1= BEAMS 3-#3 HOOPS - #3 TIES, ALIGN WITH 4-#4 VERTS TO PILASTER FOOTWG _ BOND BEAMS00 l , #4 24" VERTS ON RUN OF Tr WALL, HOOK BOTTOM, RUN u : �_ _ IL IL CONTINUOUS TO SIDEWALK ° ! PILASTER AT END OF WALL `� " u- ST ' 1 W u- --1 #4 24 HOOKED Y Mn .-3 1 i {' I — ff� =1 1- -Ww #4 BAR AT FIRST CELL ON m ---- 4-#4 BaS, CONTINUE UP EACH SIDE OF PILASTER - A #4 BARS @ 12 MAX, THROUG WALL AND PILASTER W CONTINUOUS !i-=i�l p _ __ �- .. #3 TIES ALIGN WITH j ,�; #4 @ 24 BOND BEAMS ()'ob a C/L OF PILASTER AT 8' CENTERS AND II � CONCR1TE "H" - HEIGHT, FT ALIGN WITH ENDS AND CORNERS I ; Co "W1„ REINFORCED 0A" 8 18 a DIM FOOTING '✓ �` 31-4" TO 41 .�-�� o �, 343 HOOPS "� AJACENT WALL CORE DRILLS 244 BARS IN PILASTER .Yr, uj o MORTAR PRECAST PILASTER Y CAP TO PILASTER TOP 0 444 VERTS TO PILASTER FOOTING 244 BARS IN ADJACENT WALL-------_�-.- WALL SECTION WALKWAY #4 BOND BEAM, FOUR, - - Y VENEER BRICK, SOLID 10" BRICK CAP #3 TIES FINISH PLANTER GRADE R FINISH WALK GRADE 5"DIA X 8" DP CORE DRILL O F L A Scale: 3/4" = 11 "D -3 LOCATIONS IN WALL #4 BOND z_ W GROUT PILASTER ' omo��:oo a LL O o Q o ;� o 0 = _ :.• #4 @ 24" VERTS ON RUN OF o z�. 1 1 WALL FOOTING DIMENSIONS "H" - HEIGHT, FT "T1" FOOTING 1CKNESS, IN "W1" - FOOTING WIDTH, IN 0 TO 2'-0" 8 18 2'-0" TO 3'-411 �"� 12 26 31-4" TO 41 .�-�� 16 34 WALL �_� i ate I: I PILASTER IN RUN OF WALL DETAIL - SECTION K cn Scale: 3/4" = V-0" DT -3 � m FOR RAIL OR FENCE POSTS BEAMS ' AS REQUIRED ALIGN WITH V-4"SQR O AJACENT WALL CORE DRILLS 244 BARS IN PILASTER MORTAR PRECAST PILASTER Y CAP TO PILASTER TOP _ CL 244 BARS IN ADJACENT WALL-------_�-.- WALKWAY O - - Y VENEER BRICK, SOLID 10" BRICK CAP #3 TIES FINISH PLANTER GRADE R FINISH WALK GRADE 5"DIA X 8" DP CORE DRILL O F L A s'" #4 BOND z_ W GROUT PILASTER ' omo��:oo a LL O o Q o ;� o 0 FOR RAIL OR FENCE POSTS BEAMS ' AS REQUIRED ALIGN WITH AJACENT WALL CORE DRILLS 244 BARS IN PILASTER _ CL 244 BARS IN ADJACENT WALL-------_�-.- WALKWAY - - Y VENEER BRICK, SOLID z_ W GROUT PILASTER ' ` o z�. 1 1 11 i 4 .a# 8 g W v J +-, - - #4 @ 24 HOOKED _- _ " _ __:1 - i i its - _ t '° 1 _._i s l- - - -- -- -- — - — 4 - -, - YI - - z A Do- - - i� l... 1. 1 IL LL i i---- 1 - - ���,. ': �'=-i ; -- - -- � i ! I I ,; , r_' -, is =� T=i � ' i l - 1 s=-'-iJ -"i_._. f - -t-� G 'a - —i , , I 1 —; t I--, . --iii-1 : 1—i I ; _�i ; ig(! I: .I—+1� '1l' ,lel `. j_..... - - - � � -i�i Ili e��` REINFORCED CONCRETE li _--'�-_ _ --- - _�. li-----Ii__I:l Ili=ili , zo z U3 ....�'`-`: b--; ,�-. .:� - '.`-�I-_.�_ II it it , �."• Cc it DIM "W1"cc .fit. - FOOTING =iIl= h =-; - - r ;!_, �.� _ 8X8 X16 CONCRETE MASONRY W I1-1, #4 BARS @ 12 MAX, _, , 4 CHAMFER += o W I Vi=i W i= i= Q Q CONTINUOUS UNITS, SOLID GROUT FULL HEIGHT 1 > m (L WALL SECTION rD = _► '; ' �= ----- ----_, -- i=1•+ - ;;� a� , w Q O iii E- - #4 @ 24 ijI I.�iYi_ ill _ K w oc m J u — 1 u l�, li,-i�l-ilis i'�.-1I, i._ �l1-1I1=l1; i Scale: 3/4 - 1-0 DT -3 �,, _,;,_ iihVOID VERTICAL MORTAR FIRST DT -3 -j m W W Q COURSE FOR DRAINAGE z O Z Q 311 REINFORCED CONCRETE REINFORCED CONCRETE w z -� p DIM "W1" FOOTING 1'-0" FORM TOP 5-1/2" OF CL Q FOOTING uj � TUBING PLANT POT FTG ON PARK SIDE ? .:1- (� W ' IRRIG ION PIPE Y� m W WALL SECTIONrE % oc C MERCIAL SAND DETAIL - THICKENED EDGE H ' -�` EXISTING WALL FOR 1.1-' Scale: 3/4" = V-0" DT -3 =11= w - J MEXICALI RESTAURANT 1 `� 1 > _1^^ Scale: 3/4 - 1-0 1" VARIES i u' i ' �' _ 5"DIA CORE DRILL FOR RAIL OR m ', -_- - �r FENCE POSTS AS REQUIRED ALIGN - I FEDNI CE POSTCORE DSRILL FOR RAIL OR AS REQUIRED ALIGN BRICK CAP WITH 4" MORTAR BED --+-_ N � `� ! I=:,' 4`�, ' WITH AJACENT WALL CORE DRILLS, MIN. DEPTH IS 8" ADJUST DEPTH AS _'-'; 1 I'- WITH AJACENT WALL CORE DRILLS 6"X8"X16" CONCRETE MASONRY - _ -1 ? s; ' I - „ REQUIRED TO HOLD GRADE ON MIN. DEPTH IS 8" ADJUST DEPTH AS -I I- fCjhl, _ UNITS, SOLID GROUT FULL HEIGHT , I �- = 8 - ��--- � A-� - O RAILING REQUIRED TO HOLD GRADE ON -'1- - t _ Q r•-� PROVIDE 1" PVC DRAIN WHERE RAILING 1- i N '--- - ~ r'�'' DRAINAGE IS TRAPPED FINISH GRADE, REFER TO -• _ _.`� _ __.'; _ VARIES-8"min rxv IN ' ' -- .. ; FINISH PLANTER GRADE CONCRETE WALKWAY 111 T 12 611 GRADING PLAN -'= -" OR FINISH WALK GRADE -- -- 1 _tII _IiI- ' ���,T +�_4 1/2"EXPANSION =-+- 4-#4 BARS, CONTINUE UP ' CONTINUOUS , `w ::-_ _}!'= I-'i%i i }_,! f_ =; l l- MORTAR BASE e ° 4' ° DEEP TOOLED GOOVE ,4 y '�i z JOINT MATERIAL THROUGH WALL AND PILASTER 3-#4 BARS, WALKWAY q rxt _'_t -13- ; �- ©-'� �-_ I �--� - �=_ - �i � #_=_ _ _ =� 2"' Q`2 � THROUGH PILASTER FTG 1 �,r•..� 'o ` I I i- , , I + I --l_'.J---� i i i ;"-� -i #4 BOND BEAM }. !- CONCRETE WALKWAY 1 r L _ _ J - 11= #4 @ 24" VERTS ON RUN OF I-0,' ' 343 HOOPS 1.- WALL HOOK BOTTOM - - ; ' j� 411 CHAMFER ; - Ia a =,�—I� =i, i i_ l- .CAUTION: EXISTINGfl,_?' 111� I Q - 1_ ' • A i t �- ! i '; { i fI-b i "—( I t , �ii I �-� t9 i `_�.'I . i i�-,s I - - �; PLUMBING ITEMS r #4 BARS @ 12" MAX, z_ =i1-1ii-i1i 1�; r 1 01 v -- = CONTINUOUS 1 + { ill=li.=Iii-fly' ;;-, CONCRETE `O COMPOSITE CURB PER PLAN #4 @ 24 REINFORCED CONCRETE 211 1'-011 2'-0"DIA SHEET NO. FOOTING 1-g PILASTER FTG _ DETAIL - TRANSITION CURB I P'To0 WALL SECTIONrF DETAIL WHEELCHAIR CURB G — WALL SECTION J OF Scale: 3/4" = V-0" DT -3 Scale: 3/4" = V-0" DT -3 Scale: 3/4 — 1-o DT -3 Scale: 3/4" = V-011 DT -3 b 4 11 1`9 112 1'4 �5 7 1 R 19 ?0 �1 ?2 23 24 2 29 30 GRADE OVER LOCKING ;ONCRETE METER BOX GROUND CLAMP "0-Z" ABG 0304 3/4"X10' COPPER GROUND ROD #4/0 BARE COPPER, STRANDED DETAIL -GROUND WELL A DT -4 �_- OUTSIDE ELECTICAL. /-'- NEMA 3R, LOCKABLE COVER DUPLEX OUTLET 20 AMP. 120V 3/4" SCH 40 GALV. PIPE SUPPORT. SET PLUM f r� c. W Ln r, - c DETAIL - ELECTRICAL OUTLET 12" RESERVED PARKING 00 TOP OF SIDEWALK RIGID ENTRY CONDUITS FROM NEAREST SPLICE BOX PER ELECTRICAL PLAN -PVC TO RIGID ADAPTOR 12" VIOLATORS SUBJECT TO FINE AND TOWING MIN. FINE $50 MAX. FINE $200 HANDICAP PARKING SIGN SIGN "A" AND4" BLUE PAINT LINES AT 2' CONNECTION FOR SIGN "B" (TYP.) O.C. PAINTED AT 45' ANGLE FENCE PANEL L CONIC.SEE DETAIL CURB STOP (TYP. _1 O 6' PAINTED WHITE SYMBOL ON _ 00 C'—''j BLUE BACKGROUND IN RACCORDANCE WITH FEDERA STANDARDS (TYP.)lo Q4» WHITE PAINT UNE 5' Jr DETAIL ��'� HANDICAP PARKING SPACES i-4 8"x8"x8" BLOCK UNI r ' TROWEL BROWN COAT Y SMOOTH RADIUOS 9'-24" LO L LO R--\ See Note 2 Lift hole L Hold-down bolt A a B B 3 L1 3 3 O Pull box reinforced 3 with galvanized 3/e' 91 Brass Z -bar welded frame or stainless steel Letters to be 1" Min stud bolts, nuts to 3" Max high- VV and washers. Lift holes See Note 4. Reinforced V' Min steel 2 per box. Recess plate cover, galvanized after in cover with nut. fabrication. See Note 4. TOP VIEW TOP VIEW Bonding jumper Grounding bushing 1/i, Length Top flush Top flush with finished Galvanized Z -bar sleeve nut %2' Min to Y4" Max Li rade (See Note 3) welded frame with finished 9 with brass grade (See Note 3) bolt - See Note 2 Pull box o c �_ Grout Bonding jumper, v o c ,' See Note S 'r ! < Secure bonding jumper to grounding bushings PCC v o'c � Extension ° - c Extension when box houses 6" Min all around-.{ co Clean crushed transformer, ballast, or 3" Min all around.{ Grout rock sump N when specified Drain hole Grounding bushing Ground Clean crushed rock sump clamp _ Grounding electrode when specified or SECTION A -A Drain hole when box houses transformer No. 3i/2(T), No, 5(T) AND SECTION B -B No, 6(T) TRAFFIC PULL BOX INSTALLATION DETAILS * Excluding conduit web 1E11 Top dimension r-------- DIMENSION TABLE DIMENSION TABLE ' w CONCRETE BOX #4 VERTS. ALL NON -PCC BOX CONCRETE OR NON -PCC COVERS PULL BOX Minimum Thickness Minimum Depth Box and Extension Wo LO Minimum x* Minimum Depth Box Thickness and Extension L W * R Edge Edge Thickness Taper No. 31/2 V. No Extension 1'-1" t'-6"6" No Extension 1'-33/8' 101/e t�16 1�4 '/8 No. 5 ," 1'-10" 1'-4 4 2'-21/4 5/8 1'-8" 1'-711/4 1 -13/4 11/4" 2" 1/a No. 6 tlkz' 2'-0" 7'-85/8' 2'-95/8 3/8• 2'-6!/2"1l'-51/2-- 11/4' 2" 1/B * Excluding conduit web 1E11 Top dimension * Excluding conduit web ** Top dimension e ILS »x14 GA. PTCK�TS 6 GA. < 7 , lY"x1 O B3TTO RAI Q _�. FENCE PANEL DETAIL A Scale: 1/2" = 1'-0" r-------- DIMENSION TABLE ' w #4 VERTS. ALL 8" .� .. a 4" MIN. I CONCRETE BOX �7 : PILASTERS CORNE I NON -PCC BOX ICONCRETE OR NON -PCC COVERS TOOLED EDGE PULL BOX Minimum * Thickness Minimum Depth Box and Extension WO LO L1 W1 Inlmum ** Thickness Inlmum Dep h ox and Extension L ** W ** R Edge Thickness Edge Toper No. 31/2(T) 11/2" 1'-0" 1'-5"± 1" 1'-87/8+ 1 1'-21/2'± 10%8 1" Does Not Apply 1'-8"± ,-13/4"± 0" 1/2" None No. 5(T) 13/4" 1'-0" 1'-111/2"± t" 2'-5%2"1 1 1'-7"+ 7'-t"+ ," Does Not Apply 2'-3"± 1 l'-4"± 0" 1/2 None No. 6(T) 2" 1'-0" 2'-6"± 1"12'-111/2"± 1'-i,%z'+- 1'-5"± 1" Does Not Apply 2'-9"+ 1'-8"+ 0" 1/2 None * Excluding conduit web ** Top dimension e ILS »x14 GA. PTCK�TS 6 GA. < 7 , lY"x1 O B3TTO RAI Q _�. FENCE PANEL DETAIL A Scale: 1/2" = 1'-0" 19 • G 5 OSE TOP OF POST '�� �1 W H 1/8" PLATE RIND SMOOTH Q i k 2 // \#"� co �-- LU Cc a #4 REBAR='TO EMBED 6" INTO BLOCK PRIOR T0./i/ ( 1 `_X�» U 'co ' GROUTING,/O�F,WALL OVERLAPPED STEEL co � �� LAT�TLCE, SPOT— a I .. BRAZE EACH J -DINT � r 3 x3 xs 5TEEL i HEAVY DUTY KNOB U TUBE GATE POST \ `� &�LOCKSET- ' PROVIDE JAMB 4 HEAVY,, DUTY LLJ.- HINGES, TWO TOTAL Uco - " LIco 000) � ;i a JWtAA '10 CCo -__,,EMBED GATE POST -��I , Q 0 CONNECTION FOR I INTO FOOTING 8" MIN. Y a ALL FENCE PANELS 1 J 3'-1011 _ SEE DETAIL L I FENCE DETAIL - TRELLIS t G Scale: 1/2" = 1'-0" IQT-4 j LENTH PER TABLE SHEET WF -7 /2\ I ' I I I I I I I I I' '------------------------L----- WALL DETAIL M Scale: 1/2" = 1'-0" DT -4 T SS PER TABLE SHEET WF -7 r-------- FLAGSTONE CAP ' w #4 VERTS. ALL 8" .� .. a 4" MIN. I a) � �7 : PILASTERS CORNE 5 J H o TROWEL SMOOTH TOP TOOLED EDGE Z U- UU .� FENCING 4. CAP: HOUSE OF STONE "PINION CLARA" 1"a 00 r'' �. TOOLED EDGE ' THICK RANDOM BROKEN PATTERN #4 BOND BEAM U FLAGSTONE #4 BOND 4 TOP, MIDDLE, & U.1 LU VENEER ' :'..: . ' :. BOTTOM COURS 'l N ' MORTAR FIRST COURSE LLJ FACE: HOUSE I ►� . C ` .' ` ' ...:`°`: » # 4 024 VERTS L. 2U co + , SHOWN FOR DRAINAGE, GAP `' = I: 2VERTS 4 r THICK RANDOM BROKEN PATTERN » » r. ,a,^ ' �` 4' . WITH MOLDING PILASTER CORNER TOP & BOTTOM Er 2 COURSES VENEER AS WELL . �- f- 4x8» x16 f.. O �p U NOOK TO FOOTING !� The state f c"nfomio o. it, officers o, t a C] PRECISION rJ0 I ege� sh.11 not be spo-ible ,a, the e e"r mpletenees of electronic copies of this plan sheet. To et to the Cdtrans web site, to: htt www.dot.ce. o� NOTES ON PULL BOXES: s p:// 9 LU . . ,.'.. '• Y',I: - FLAGSTONE ' BLOCK �+: �r�: ;� ` '�'�'►� .. .,':.. BROWN COAT AND I _` • -�-` + I » #4 @ 24 VERTS. _J I UI c .I Q '� CAP &VENEER I WROUGHT IRON��� w�'''':� CV Z I((( COLOR COAT STUCCO -' HOOK TO FOOTING ! Q z - +� PROVIDE WATER ' OI OI Lr_ I I FENCING a W Y Q W 4� r I' •: FOR PILASTERS AND 3. Top of pull boxes shall be flush with surrounding grade or top of adjacent•�'' curb, except that in unpaved areas where pull box is not immediately adjacent to and by foundation, -f 71 z BROWN COAT AND COLOR COAT Y:�' _ .: :..i:. •..�' Q " WALLS TO 2 ABOVE , I 11-411 811 - GRAVEL ENVELOPE PER _ ' WALL DETAIL L - .. •'' ` Scale: 1/2" = 1'-0" DT -4 , ----- I 19 • G 5 OSE TOP OF POST '�� �1 W H 1/8" PLATE RIND SMOOTH Q i k 2 // \#"� co �-- LU Cc a #4 REBAR='TO EMBED 6" INTO BLOCK PRIOR T0./i/ ( 1 `_X�» U 'co ' GROUTING,/O�F,WALL OVERLAPPED STEEL co � �� LAT�TLCE, SPOT— a I .. BRAZE EACH J -DINT � r 3 x3 xs 5TEEL i HEAVY DUTY KNOB U TUBE GATE POST \ `� &�LOCKSET- ' PROVIDE JAMB 4 HEAVY,, DUTY LLJ.- HINGES, TWO TOTAL Uco - " LIco 000) � ;i a JWtAA '10 CCo -__,,EMBED GATE POST -��I , Q 0 CONNECTION FOR I INTO FOOTING 8" MIN. Y a ALL FENCE PANELS 1 J 3'-1011 _ SEE DETAIL L I FENCE DETAIL - TRELLIS t G Scale: 1/2" = 1'-0" IQT-4 j LENTH PER TABLE SHEET WF -7 /2\ I ' I I I I I I I I I' '------------------------L----- WALL DETAIL M Scale: 1/2" = 1'-0" DT -4 T SS PER TABLE SHEET WF -7 SHEET NO. p ace In ono er suI a e pro ec a an access) a oca Ion. STATE OF CALIFORNIA 1 0 3411 - DV❑ /A I DEPARTMENT OF TRANSPORTATION '' '� L/L�1JJ„L! ELECTRICAL SYSTEMSPILASTER AT WALL DETAIL I PILASTER DETAIL -SECTION �J RETAINING WALL - SECTION K (PULL BOX DETAILS) OF NO SCALE ES -8 DT -4 Scale: 1/2" = 1'-0" DT -4 Scale: 1/2 l' -OI' Scale: 1/2" = V-0" "= I DT -4 j_ a 0 4 10 11 12 13 t 4 � 11C 1 i 18 19 20 2i 22 23 24 ` � � _ - I� 29 30 FLAGSTONE CAP I w 8" Scale: 1/2" = 1'-0" a DT -4 8WROUGHT IRON a) � &VENEER U J H o TROWEL SMOOTH TOP TOOLED EDGE Z U- UU .� FENCING WALL CAP: HOUSE OF STONE "PINION CLARA" 1"a . = : _ ` '. r'' �. TOOLED EDGE #4 BOND BEAMS THICK RANDOM BROKEN PATTERN ,� U U #4 BOND 4 VOID VERTICAL TOP & BOTTOM U.1 LU SPANISH STYLEPLACES N AS MORTAR FIRST COURSE COURSES WALL FACE: HOUSE » » » OF STONE PINION CLARA Y2 +. :. ` .' ` ' ...:`°`: _i; ,t - #4 DECORATIVE TILE VERTS. EACH + , SHOWN FOR DRAINAGE, GAP `' = I: 2VERTS 4 r THICK RANDOM BROKEN PATTERN » » r. ,a,^ ' . ..:. _ �` 4' . WITH MOLDING PILASTER CORNER TOP & BOTTOM Er 2 COURSES VENEER AS WELL . �- 4x8» x16 f.. O �p U NOOK TO FOOTING !� The state f c"nfomio o. it, officers o, I - ON RUN OF WALL a C] PRECISION N I ege� sh.11 not be spo-ible ,a, the e e"r mpletenees of electronic copies of this plan sheet. To et to the Cdtrans web site, to: htt www.dot.ce. o� NOTES ON PULL BOXES: s p:// 9 . . ,.'.. '• Y',I: - FLAGSTONE ' BLOCK �+: �r�: ;� ` '�'�'►� .. .,':.. BROWN COAT AND I _` • -�-` + I » #4 @ 24 VERTS. 1. Traffic pull box shall be provided with steel cover and special concrete footing. Steel cover shall have embossed non-skid pattern. 2. Steel reinforcing shall be as regularly used in the standard of .I Q '� CAP &VENEER I WROUGHT IRON��� w�'''':� �� COLOR COAT STUCCO -' HOOK TO FOOTING products the respective manufacturer, Q z - +� PROVIDE WATER ' I,f.:_,�"_ FENCING a W Y Q W w FOR PILASTERS AND 3. Top of pull boxes shall be flush with surrounding grade or top of adjacent•�'' curb, except that in unpaved areas where pull box is not immediately adjacent to and by foundation, �`' PROOFING AND z BROWN COAT AND COLOR COAT Y:�' _ .: :..i:. •..�' Q " WALLS TO 2 ABOVE , I Imo^- W J protected a concrete pole or other protective construction, the box shall be placed with its tap 114" above surrounding grade. Where practicable, pull boxes shown in the vicinity of - GRAVEL ENVELOPE PER _ ' STUCCO FOR PILASTERS AND WALLS w`°��°� U - .. •'' ` ('n FINISHED GRADE , ----- I _ curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundation facing away from traffic, unless otherwise noted. When pull box is installed in J U _-„,-_„' _„-,�.i I NOTE SHEET DT -3 j '�' '; } I ..a�- I ”}t. f! °� TO 2 ABOVE FINISHED GRADE v �;-.. ..�: ' �" .:. .J a BROWN COAT 60 sidewalk area, the depth of the pull box shall be adjusted so that the+. is 1 » » » J ""J•;r ' _ '=`--'��� `�'�: AND COLOR top of the pull box flush with the sidewalk. 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits between service and service disconnect; "SPRINKLER -CONTROL" = 4x8 X16--{--?= I 11 'W1 (, ,. ' .4,,:.' V --+ - i< I „ WEEP SCREED 2 point p Sprinkler control circuits, 50 V or less; "CALTRANS" On all pull boxes, except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" N DIM. t- PRECISION 3; ,.. _ SOLID GROUT CELLS AND ;+: _ : '..'.-I-: .. 1 ABOVE FINISHED Telephone service. a) No. 31/2 pull box. O »AEBLOCK 12 ;�.+_ `_, ' CENTER OF PILASTERS ��.::.�.;'•`�� .. .. GRADE 1lightGngLcirculisc signal circuits with or without street or sign #4 @ MAX. CONTINUOUS #4 VERTS. EACH.�I:�.;'` .,=d' ' g11 » WEEP SCREED 2 �: ��'- :.� SOLID GROUT CELLS AND 2) "ST LIGHTING" Street or sign lighting circuits where voltage is under 600 V. b) No. 5, 6, 9 or 9A pull box. Di�+ o PILASTER CORNER SECTION N ,;r! , I'I b'fi �' :.,,.,. ABOVE RET. WALL '`:;.: CENTER OF PILASTERS » • TI- 1) "TRAFFIC SIGNAL" Traffic signal circuits with or without street NOOK TO FOOTING , .:,.... FLAGSTONE CAP .':1 - WEEP SCREED 2 _ k- + or sign lighting circuits.i': 2) "STREET LIGHTING" Street or sign lighting circuits where voltage is under 6DD V. © II I caIe: /2 - TIES TO PILASTERS, + ,, k�+4� •"r:' : _;�� #4 BOND BEAMS �' � � ABOVE FINISHED ► 1 COURSE » 3) "STREET LIGHTING -HIGH VOLTAGE" Street or sign lighting circuits where voltage is above 600 V. 9 NOTE: WEST SIDE OF WALLS TWO PLACES :i + f,. -� i...- _t��"�� TOP & BOTTOM 1_'< GRADE ._ + 10 BLOCK 4) "IRRIGATION" Circuits to irrigation controller 720 V or more. 5) "RAMP METER" Ramp meter circuits. EXPOSED ABOVE GRADE ° -� + � � I : .:a <r: :: +'' — 417 MIN =—' III— COURSES r'. < �.. I= - » N r - 6) "COUNT STATION" Count ors ed monitor circuits. 7, "COMMUNICATION" Communication circuits. "TOS 411 MIN. OR SHALL HAVE BROWN COAT { 1' . . 'I': • ._ .j i s , III- - - VOID VERTICAL;; �Ic . , :. "I-.. _—� ! I i. -- WEEP SCREED 2 8) COMMUNICATIONS" TOS communications line "TOS & COLOR COAT STUCCO MATCH RET. s:::.:.- ,.,: ...- _ '. '`:Ii .: :.�,.-.... = _ ... : . ; ':.,: .>:.'-.:.. ABOVE FINISHED GRADE �' . :, PROVIDE WATER 9) POWER" TOS power. 10)1. POWER" Telephone demarcation cabinet power. TO 2" ABOVE FINISHED WALL FOOTWG 4?.+ _.:., _ •:a=: ,.�:'.. MORTAR FIRST COURSE : a�; ; .::�� ;. i + PROOFING AND 11) "CCTV" Closed circuit television circuits- 12) "TMS" Traffic monitoring station circuits. 13) "GMS" Changeable message sign circuits. GRADE-�..;- V VERTICAL-­,­­ AI�.!a_-: "' '► o FOR DRAINAGE, GAP: VENEER AS WELL -,-- GRAVEL ENVELOPE 14, "HAR" Highway advisory radia circuits. _ ,j } {—+";.,_. .�:;+ �L..... , ' ` 4 @ 4" VERTS. # 2 �. PROVIDE WATER E P PER NOTE SHEET 5. Bonding jumper for metal covers shall be 3 long, minimum. A IRST COURSE , =I +.; .... , k'_.: L.. `; - �.fi . I . _ - ON RUN OF WALL °'`� :. ',',' .� -�" 1 .. . ".., �r:. - _ _ -_ -- _ . PROOFING AND GRAVEL l :` - s _ , _ DT -3 6. The nominal dimensions of t ani in which the om n he opening w c eco cover sets shall be the same as the cover dimensions except the length and width dimensions shall be /8' greater. FOR DRAINAGE GAP _ 6 I ,f _ ENVELOPE PER NOTE _ ' I I 7. Covers and boxes shall be interchangeable with California standard male and female gages. When interchanged with a standard male or female VENEER AS WELL 'r---� +-----•3'� 71yI _ .- C\+ SHEET DT -3 , 1 gage, the top surfaces shall be flush within %e". Top outside edge of concrete covers and pull boxes shall have a 1/4" minimum radius. !! # 4 @ 12 MAX. _ I •-_'�---_`___- » #4 @ 12 MAX. ,- .I "" -'•' T'- - ---"--'--"---'"-� B. Pull boxes shall not be installed within the boundaries of new or existing curb ramps. 9. Pull for NOTE: FOOTING DIMENSION CONTINUOUS I - r = CONTINUOUS 3 - #4 CONT. '- MIN. boxes electroliers, post and signal standards shall be located electrolier, post or signal ± 5'-0" from the station of the adjacentDIM. standard. Pull boxes shall be placed adjacent to back of curb or PER TABLE ON SHEET DT -3 = 24" edge of shoulder except where this is impractical, a box may be I d tht bl t t tl dbl 1 t' ,• - SHEET NO. p ace In ono er suI a e pro ec a an access) a oca Ion. STATE OF CALIFORNIA 1 0 3411 - DV❑ /A I DEPARTMENT OF TRANSPORTATION '' '� L/L�1JJ„L! ELECTRICAL SYSTEMSPILASTER AT WALL DETAIL I PILASTER DETAIL -SECTION �J RETAINING WALL - SECTION K (PULL BOX DETAILS) OF NO SCALE ES -8 DT -4 Scale: 1/2" = 1'-0" DT -4 Scale: 1/2 l' -OI' Scale: 1/2" = V-0" "= I DT -4 j_ a 0 4 10 11 12 13 t 4 � 11C 1 i 18 19 20 2i 22 23 24 ` � � _ - I� 29 30 I w a a) � U J H o Z U- UU .� J -I Cr U U U.1 LU N N z N r � at Er N O N Q O �p U .m rr N OD O m r a C] 0 Q � LL 0 N U 4 O n n CQ 1 � W y O LL. W Q z T- CL W Y Q W Q M W 0 z _ Y 0 Imo^- W J U oC U U Cc J U W W U® �1 00 �-'C Z �S �rt SHEET NO. p ace In ono er suI a e pro ec a an access) a oca Ion. STATE OF CALIFORNIA 1 0 3411 - DV❑ /A I DEPARTMENT OF TRANSPORTATION '' '� L/L�1JJ„L! ELECTRICAL SYSTEMSPILASTER AT WALL DETAIL I PILASTER DETAIL -SECTION �J RETAINING WALL - SECTION K (PULL BOX DETAILS) OF NO SCALE ES -8 DT -4 Scale: 1/2" = 1'-0" DT -4 Scale: 1/2 l' -OI' Scale: 1/2" = V-0" "= I DT -4 j_ a 0 4 10 11 12 13 t 4 � 11C 1 i 18 19 20 2i 22 23 24 ` � � _ - I� 29 30 GRADE "".. OVER LOCKING 3ONCRETE METER BOX GROUND CLAMP "O -Z" ABG 0304 3/4-X10' COPPER GROUND ROD #4/0 BARE COPPER, STRANDED DETAIL - GROUND WELL A DT -4 —NEMA 3R, LOCKABLE COVER OUTSIDE ELECTICAL. DUPLEX OUTLET 20 AMP. 120V 3/4" SCH 40 GALV. PIPE SUPPORT. SET PLUM i r. N (---TOP OF SIDEWALK a- %`% / RIGID ENTRY CONDUITS FROM NEAREST SPLICE BOX PER ELECTRICAL PLAN PVC TO RIGID ADAPTOR DETAIL - ELECTRICAL OUTLET 12" RESERVED PARKING H DETAIL 12" VIOLATORS SUBJECT TO FINE AND TOWING MIN. FINE $50 MAX. FINE $200 HANDICAP PARKING SIGN Al LO L LO R-\ See Note 2 Lift hole L I Hold-down bolt f A 3 B 6 3 L1 3 . O 3 Pull box reinforced with galvanized N." 0 Brass Z -bar welded frame or stainless steel Letters to be 1" Min stud bolts, nuts and washers. VVLift holes to 3" Max high. Reinforced T" Min steel 2 per box. Recess See Note 4. plot. cover, galvanized after in cover with nut. fabrication. See Note 4. TOP VIEW TOP VIEW Grounding bushing usn n Bonding jumper 9 9 Length TOP flush Top flush wi finished Galvanized Z -bar sleeve nut Min to 3/4" Max Li welded frame wit. finishetl grade (See ate 3) bolt with brass grade (See Note 3) �r'�+ Pull box _ Seed`Note 2 o c o ° Grout Bonding jumper, r > S- ure bonding jumper See Note 5 " P - s g J P �-�o grounding bushings PCC —�• e' c II Extension ° 6" Min all around-.# I Extension when box houses IIt� Clean crushed transformer, ballast, or 3" Min all around -r( Grout rock sump N when specified Drain hole Grounding bushing Ground Clean crushed rock sump clomp - Grounding electrode when specified or SECTION A -A Drain hole when box houses transformer No, 3/2(T), No. 5(T) AND SECTION B -B No, 6(T) TRAFFIC PULL BOX INSTALLATION DETAILS I Lnciaanlg conaulT weD lop dimension t'• p ' DIMENSION TABLE DIMENSION TABLE w 4" MIN. CONCRETE BOX d NON -PCC BOX CONCRETE OR NON -PCC COVERS PULL BOX Minimum x Thickness Minimum Depth Box and Extension WO LO Minimum 1tX Minimum Depth Box Thickness and Extension L Xlt W XIE R Edge Edge Thickness Taper No. 311/2 1" No Extension 1'-1" 1'-6" 5/e" No Extension 1'-33/8° 1011/a° Minimum X Thickness NO. 5 V. LO L1 5�6 1,_B•' 1'-111/4 Inlmum epth ox ono Extension No. 6 IM., 2'-0" 1'-65/e Z' -95/a 3/B 1'_8" 2'-61/2 l'-51/2" 11/4" 2" I/e I Lnciaanlg conaulT weD lop dimension I Lnoluarng conaulT weD fry lop dimension SIGN "A" AND SIGN "B" (TYP ) b 6, 00 e 5' 10' Cnlnlrr��-#nn# inn 4" BLUE PAINT LINES AT 2' FE O.C. PAINTED AT 45' ANGLE SE CONC. CURB STOP (TYPJA PAINTED WHITE SYMBOL O BLUE BACKGROUND IN ACCORDANCE WITH FEDER STANDARDS (TYP.) e 4" WHITE PAINT LINE ( J. $� I_ 9, DETAIL HANDICAP PARKING SPACES 8»x8")8" `= BLOCK UNITS co TROWEL BROWN Y SMOOTH RADIUSS 9'-28" RETAINING WALL AT VOID VERTIC MORTAR FIRST COUR FOR DRAINAGE, G VENEER AS WE orne snore or cofib, 11 o. its officers o wr agents boll not be responsible for ther sheet. Piet..... of electronic copies of this plan NOTES O�{' P U L L BOXES ° To get to the Caltrans web site, go to: http://w".dot.co.gov 1. Tra.,�4`ic pull box shall be provided with steel cover and special concrete fvOting. Steel cover shall have embossed non-skid pattern. Steel reinforcing shall be as regularly used in the standard products of the respective manufacturer. 3. Top of pull boxes shall be flush with surrounding grade or top of adjacent curb, except that, in unpaved areas where pull box is not immediately adjacent to and protected by a concrete foundation, pole or other protective construction, the b x s I Po shall be Idcetl with it top o 1 above P P is surrounding grade. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundation facing away from traffic, unless otherwise noted. When pull box is installed in sidewalk area, the depth of the pull box shall be adjusted so that the top of the pull box is flush with the sidewalk. 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits between service point and service disconnect; "SPRINKLER -CONTROL" Sprinkler control circuits, 50 V or less; "CALTRANS" On all pull boxes, N except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" 0 Telephone service. a) No. 31/2 pull box. 1) "SIGNAL" Traffic signal circuits with or without street or sign lighting circuits. 2) "ST LIGHTING" Street or sign lighting circuits where voltage D Is under 600 V. b) No. 5, 6, 9 or 9A pull box. - 1) "TRAFFIC SIGNAL" Traffic signal circuits with or without street or sign lighting circuits. 2) "STREET LIGHTING" Street or sign lighting circuits where voltage is under 600 V. Q 3) "STREET LIGHTING -HIGH VOLTAGE" Street or sign lighting circuits where voltage is above 600 V. 4) "IRRIGATION" Circuits to irrigation controller 120 V or more. D 5) "RAMP METER" Romp meter circuits. z 6) "COUNT STATION" Count or speed monitor circuits. 7) 'COMMUNICATION" Communication circuits. 8) "TOS COMMUNICATIONS" TOS communications line , 9) "TOS POWER" TOS power. Cb 10) "TDC POWER" Telephone demarcation cabinet power. 11) "CCTV" Closed circuit television circuits. 12) "TMS" Traffic monitoring station circuits. 13) "CMS" Changeable message sign circuits. 14) "HAR" Highway advisory radio circuits. 5. Bonding jumper for metal covers shall be 3' long, minimum. 6. The nominal dimensions of the opening in which the cover sets shall be the same as the cover dimensions except the length and width dimensions shall be I/a" greater. 7. Covers and boxes shall be interchangeable with California standard male and female gages. When interchanged with a standard male or female gage, the top surfaces shall be flush within 1/8". Top outside edge of concrete covers and pull boxes shall have o 1/4" minimum radius. 8. Pull boxes shall not be installed within the boundaries of new or existing curb ramps. 9. Pull boxes for electroliers, post and signal standards shall be located ± 5'-0" from the station of the adjacent electrolier, post or signal standard. Pull boxes shall be placed adjacent to back of curb or edge of shoulder except where this is Impractical, a box may be placed in another suitable protected and accessible location. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX DETAILS) NO SCALE ES -8 11 1 BROWN COAT AND COLOR COAT STUCCO FENCE PANEL DETAIL Scale: 1/2" = V-0" 11-411 I ; I t'• p ' ' DIMENSION TABLE w 4" MIN. y d l � . C 0 PILASTERS CORNERS CONCRETE BOX TYP I NON -PCC BOX CONCRETE OR NON -PCC COVERS PULL BOX Minimum X Thickness Minimum Depth Box and Extension WO LO L1 W1 Mlnlmum ** Thickness Inlmum epth ox ono Extension L XX W XX R Edge., Thickne Edge Taper No. 31/2(7) 11/2 t'-0'1 1'_5,.* 1" 1"-87s'* 1 1'-21/i'*- 105/s'* 1„ Does Not Apply 1'-8"±13/4'± U (r 0' 1/i' None No. 5(T) 7%4" 1'-0" 7'-111/2"± 1" 2'-511/2"± 1'-7"* 1'-1"+ 1" Does Not Apply 2'-3"± 1'-41.± 0" %z,. None No. 6(T) 2" .I WITH 1" SQR. /2 •- /z"- 1'-5"_ 1' Does Not Apply pP y '+None 2'-9' - BOTTOM COURSES �; _,__._ _ I Lnoluarng conaulT weD fry lop dimension SIGN "A" AND SIGN "B" (TYP ) b 6, 00 e 5' 10' Cnlnlrr��-#nn# inn 4" BLUE PAINT LINES AT 2' FE O.C. PAINTED AT 45' ANGLE SE CONC. CURB STOP (TYPJA PAINTED WHITE SYMBOL O BLUE BACKGROUND IN ACCORDANCE WITH FEDER STANDARDS (TYP.) e 4" WHITE PAINT LINE ( J. $� I_ 9, DETAIL HANDICAP PARKING SPACES 8»x8")8" `= BLOCK UNITS co TROWEL BROWN Y SMOOTH RADIUSS 9'-28" RETAINING WALL AT VOID VERTIC MORTAR FIRST COUR FOR DRAINAGE, G VENEER AS WE orne snore or cofib, 11 o. its officers o wr agents boll not be responsible for ther sheet. Piet..... of electronic copies of this plan NOTES O�{' P U L L BOXES ° To get to the Caltrans web site, go to: http://w".dot.co.gov 1. Tra.,�4`ic pull box shall be provided with steel cover and special concrete fvOting. Steel cover shall have embossed non-skid pattern. Steel reinforcing shall be as regularly used in the standard products of the respective manufacturer. 3. Top of pull boxes shall be flush with surrounding grade or top of adjacent curb, except that, in unpaved areas where pull box is not immediately adjacent to and protected by a concrete foundation, pole or other protective construction, the b x s I Po shall be Idcetl with it top o 1 above P P is surrounding grade. Where practicable, pull boxes shown in the vicinity of curbs shall be placed adjacent to the back of curb, and pull boxes shown adjacent to standards shall be placed on side of foundation facing away from traffic, unless otherwise noted. When pull box is installed in sidewalk area, the depth of the pull box shall be adjusted so that the top of the pull box is flush with the sidewalk. 4. Pull box covers shall be marked as follows: "SERVICE" Service circuits between service point and service disconnect; "SPRINKLER -CONTROL" Sprinkler control circuits, 50 V or less; "CALTRANS" On all pull boxes, N except pull boxes marked "SPRINKLER -CONTROL"; and "TELEPHONE" 0 Telephone service. a) No. 31/2 pull box. 1) "SIGNAL" Traffic signal circuits with or without street or sign lighting circuits. 2) "ST LIGHTING" Street or sign lighting circuits where voltage D Is under 600 V. b) No. 5, 6, 9 or 9A pull box. - 1) "TRAFFIC SIGNAL" Traffic signal circuits with or without street or sign lighting circuits. 2) "STREET LIGHTING" Street or sign lighting circuits where voltage is under 600 V. Q 3) "STREET LIGHTING -HIGH VOLTAGE" Street or sign lighting circuits where voltage is above 600 V. 4) "IRRIGATION" Circuits to irrigation controller 120 V or more. D 5) "RAMP METER" Romp meter circuits. z 6) "COUNT STATION" Count or speed monitor circuits. 7) 'COMMUNICATION" Communication circuits. 8) "TOS COMMUNICATIONS" TOS communications line , 9) "TOS POWER" TOS power. Cb 10) "TDC POWER" Telephone demarcation cabinet power. 11) "CCTV" Closed circuit television circuits. 12) "TMS" Traffic monitoring station circuits. 13) "CMS" Changeable message sign circuits. 14) "HAR" Highway advisory radio circuits. 5. Bonding jumper for metal covers shall be 3' long, minimum. 6. The nominal dimensions of the opening in which the cover sets shall be the same as the cover dimensions except the length and width dimensions shall be I/a" greater. 7. Covers and boxes shall be interchangeable with California standard male and female gages. When interchanged with a standard male or female gage, the top surfaces shall be flush within 1/8". Top outside edge of concrete covers and pull boxes shall have o 1/4" minimum radius. 8. Pull boxes shall not be installed within the boundaries of new or existing curb ramps. 9. Pull boxes for electroliers, post and signal standards shall be located ± 5'-0" from the station of the adjacent electrolier, post or signal standard. Pull boxes shall be placed adjacent to back of curb or edge of shoulder except where this is Impractical, a box may be placed in another suitable protected and accessible location. STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION ELECTRICAL SYSTEMS (PULL BOX DETAILS) NO SCALE ES -8 11 1 BROWN COAT AND COLOR COAT STUCCO FENCE PANEL DETAIL Scale: 1/2" = V-0" 11-411 I ; I z;. i cv �� z I , F— C11 0 + l L �1 I 01 I ,,�• ._._Ym1� J ' 11-411 811 WALL DETAIL L - Scale: 1/2" = 11-011 DT -4 CLOSE TOP OF POST »x1Y"x14 GA. WITH 1/8" PLATE, ,ILS GRIND SMOOTH MTS 6 GA. "x%»x4"O ;7RCLES TTO�IxRAIL 8" EMBED & GROUT, TYP. LENTH PER TABLE SHEET WF -7 G �a i L A. #4 REBAR'TO EMBED 6'' INTO BLOCK PRIOR TO, °' GROUTING,'/O+F',WALL-, I 3"x3")%6;'- STEEL TUBE GATE POST -' 4" HEAVY, DUTY HINGES, TWO TOTAL - 1 _ . CONNECTION FOR ALL FENCE PANELS SEE DETAIL L WF -1 I + , I I + I + I I I + -----------------------L----- WALL DETAIL M Scale: 1/2" = 1'-0" DT -4 THICKNESS PER TABLE SHEET WF - r 7 4 t'• p ' ' #4 VERTS. ALL w 4" MIN. y d l � . C 0 PILASTERS CORNERS #4 OND 4 TYP I PLA(ES AS iv (. SHOWN m W U o LATTICE, SPOT z co 2 COU ,SES o 00 BRAZE EACH JOINT �.. t - ij Q DT #4 ® 24» VERTS. i ` ; r - U (r -4 N' U ;Q cc J #4 BOND BEAM ,LU FLAGSTONE I � , ---- :> � p0 TOP, MIDDLE, & .I WITH 1" SQR. VENEER ' �, I z o BOTTOM COURSES �; _,__._ _ ��� °° -_ , / 1-4 W I �7 �ff { - FRAME ENTER #4 @24» VERi�. _ I I + I J -r_1 10 BLOCK ;_ ' LATTICE ON FRAME (; �� Q In D < -' CO J Rr ) m UCd QUO o z m °' f 1 r PROVIDE WATER �� ' J_ j W ~ (DT PER N TE SHEET -4 di Cn a. D V. W I i a, r CG A SHEET NO. W I F•i _ z;. i cv �� z I , F— C11 0 + l L �1 I 01 I ,,�• ._._Ym1� J ' 11-411 811 WALL DETAIL L - Scale: 1/2" = 11-011 DT -4 CLOSE TOP OF POST »x1Y"x14 GA. WITH 1/8" PLATE, ,ILS GRIND SMOOTH MTS 6 GA. "x%»x4"O ;7RCLES TTO�IxRAIL 8" EMBED & GROUT, TYP. LENTH PER TABLE SHEET WF -7 G �a i L A. #4 REBAR'TO EMBED 6'' INTO BLOCK PRIOR TO, °' GROUTING,'/O+F',WALL-, I 3"x3")%6;'- STEEL TUBE GATE POST -' 4" HEAVY, DUTY HINGES, TWO TOTAL - 1 _ . CONNECTION FOR ALL FENCE PANELS SEE DETAIL L WF -1 I + , I I + I + I I I + -----------------------L----- WALL DETAIL M Scale: 1/2" = 1'-0" DT -4 THICKNESS PER TABLE SHEET WF - r 7 4 N W U ��ou --'f. ,- yX 8 �V �CO rn OVE 'CAP `STEEL _ LATTICE, SPOTS � - Q co T L BRAZE EACH JOINT COY) HEAVY DUTY KNO (D U_ �� &c"LOCKSET,CU PRO IDE JAMB 0) m a ^ '✓ W O Uco C 11 y CO O CO CD -�1 EMBED GATE POST„ , o 0 I I INTO FOOTING 8" MIN. ) 1 L -J I i 31-1011 � m FENCE DETAIL - TRELLISK�Ga � Q Scale: 112" = V-0'1 3„ 3 \� a I 21-611 FENCE DETAIL - TRELLIS 7 Scale: 1/2" = 1'-0" V„VV , VI.L Vr\I 811 WROUGHT IRON & VENEER T-4 TROWEL SMOOTH TOP FENCING WALL CAP: HOUSE OF STONE "PINION CLARA» 1» =- : �:`` #4 BOND BEAMS THICK RANDOM BROKEN PATTERN TOOLED EDGE SPANISH STYLE AL TOP & BOTTOM DECORATIVE TILE » '� _z•. 4 VERTS. EACH SE COURSES WALL FACE: HOUSE OF STONE PINION CLARA Y '` t # WITH MOLDING AP ”' — - A PILASTER CORNER THICK RANDOM BROKEN PATTERN = �;:. --, " 4» x8»x16» :j.- _a. TOP &BOTTOM ill— #4 24 VERTS. LL :1. =. , ! ! !_ : rt NOOK TO FOOTING ON RUN OF WALL PRECISION #- { :. FLAGSTONE BLOCK t; :':y. BROWN COAT AND o CAP & VENEER I WROUGHT IRON :.'►•-. COLOR COAT STUCCO I PROVIDE WATER FENCING o W FOR PILASTERS AND PROOFING AND BROWN COAT AND COLOR COAT » WALLS TO 2 ABOVE I GRAVEL ENVELOP P77 w• E PER STUCCO FOR PILASTERS AND WALLS ,�, NOTE SHEET DT -3 f ; ,�' I " _# FINISHED GRADE i.. to , TO 2 ABOVE FINISHED GRADE v::.'' ': Q BROWN COAT U = 4"x8"x16" t`>i '' J x AND COLOR II II DIM. W1 E- ' i±� COAT STUCCO - PRECISION IJ : SOLID GROUT CELLS AND » _ BLOCK ; �,. :. CENTER OF PILASTERS . #4 12 MAX. o CONTINUOUS #4 VERTS. EACH '' >` C7 WEEP SCREED 2» �` SOLID GROUT CELLS AND L:I ,. i.� .. t � y PILASTER CORNER �.; t CENTER OF PILASTERS )' ABOVE RET. WALL SECTION N NOOK TO FOOTING ) : ' WE SCREED 2" 1 # , I FLAGSTONE CAP :::j: Scale: 1/2" = 1'-0" DT -4 , ,' . ABOVE FINISHED #3 TIES TO PILASTERS, j i <r : #4 BOND BEAMS 4' a ::'.: a :... GRADE TWO PLACES TOP & BOTTOM 411 MIN. r; ,;. LIE+ �: I [ II COURSES:. 4 MIN. OR , ' ` `. ;-': r , i 11= _:''::: IsI.' I!- WEEP SCREED 2"- -4 - MATCH RET.I : '. :: = VOID VERTICAL ,: ; . : ;.;r. — I.. #•'•• = I ABOVE FINISHED GRADE WALL FOOTING I MORTAR FIRST COURSE. P Vii:.- FOR DRAINAGE, GAP _e. VOID VERTICAL I:: ;::. ►.._ : » VENEER AS WELL h: :' :: _:' I ! a 4 @ 24 VERTS.# '�'-•-:PROVIDE WATER MORTAR FIRST COURSE ; I :i _litON RUN OF WALL ::: , ,:A ,r .... . . .. ..� PROOFING AND GRAVEL FOR DRAINAGE, GAP -- VENEER AS WELL ENVELOPE PER NOTE 4 12" MAX.—,""^- Y�� • --=�_- T SHEET DT -3 #I #4 12 MAX. ' - _------=- NOTE: FOOLING DIMENSION CONTINUOUS = 3 - #4 CONT. PER TABLE ON SHEET DT -3 DIM. "W1" CONTINUOUS 24 MIN. I DT -4 t'• p N W 0 w Z� y d l � C 0 ft #4 OND 4 N W U ��ou --'f. ,- yX 8 �V �CO rn OVE 'CAP `STEEL _ LATTICE, SPOTS � - Q co T L BRAZE EACH JOINT COY) HEAVY DUTY KNO (D U_ �� &c"LOCKSET,CU PRO IDE JAMB 0) m a ^ '✓ W O Uco C 11 y CO O CO CD -�1 EMBED GATE POST„ , o 0 I I INTO FOOTING 8" MIN. ) 1 L -J I i 31-1011 � m FENCE DETAIL - TRELLISK�Ga � Q Scale: 112" = V-0'1 3„ 3 \� a I 21-611 FENCE DETAIL - TRELLIS 7 Scale: 1/2" = 1'-0" V„VV , VI.L Vr\I 811 WROUGHT IRON & VENEER T-4 TROWEL SMOOTH TOP FENCING WALL CAP: HOUSE OF STONE "PINION CLARA» 1» =- : �:`` #4 BOND BEAMS THICK RANDOM BROKEN PATTERN TOOLED EDGE SPANISH STYLE AL TOP & BOTTOM DECORATIVE TILE » '� _z•. 4 VERTS. EACH SE COURSES WALL FACE: HOUSE OF STONE PINION CLARA Y '` t # WITH MOLDING AP ”' — - A PILASTER CORNER THICK RANDOM BROKEN PATTERN = �;:. --, " 4» x8»x16» :j.- _a. TOP &BOTTOM ill— #4 24 VERTS. LL :1. =. , ! ! !_ : rt NOOK TO FOOTING ON RUN OF WALL PRECISION #- { :. FLAGSTONE BLOCK t; :':y. BROWN COAT AND o CAP & VENEER I WROUGHT IRON :.'►•-. COLOR COAT STUCCO I PROVIDE WATER FENCING o W FOR PILASTERS AND PROOFING AND BROWN COAT AND COLOR COAT » WALLS TO 2 ABOVE I GRAVEL ENVELOP P77 w• E PER STUCCO FOR PILASTERS AND WALLS ,�, NOTE SHEET DT -3 f ; ,�' I " _# FINISHED GRADE i.. to , TO 2 ABOVE FINISHED GRADE v::.'' ': Q BROWN COAT U = 4"x8"x16" t`>i '' J x AND COLOR II II DIM. W1 E- ' i±� COAT STUCCO - PRECISION IJ : SOLID GROUT CELLS AND » _ BLOCK ; �,. :. CENTER OF PILASTERS . #4 12 MAX. o CONTINUOUS #4 VERTS. EACH '' >` C7 WEEP SCREED 2» �` SOLID GROUT CELLS AND L:I ,. i.� .. t � y PILASTER CORNER �.; t CENTER OF PILASTERS )' ABOVE RET. WALL SECTION N NOOK TO FOOTING ) : ' WE SCREED 2" 1 # , I FLAGSTONE CAP :::j: Scale: 1/2" = 1'-0" DT -4 , ,' . ABOVE FINISHED #3 TIES TO PILASTERS, j i <r : #4 BOND BEAMS 4' a ::'.: a :... GRADE TWO PLACES TOP & BOTTOM 411 MIN. r; ,;. LIE+ �: I [ II COURSES:. 4 MIN. OR , ' ` `. ;-': r , i 11= _:''::: IsI.' I!- WEEP SCREED 2"- -4 - MATCH RET.I : '. :: = VOID VERTICAL ,: ; . : ;.;r. — I.. #•'•• = I ABOVE FINISHED GRADE WALL FOOTING I MORTAR FIRST COURSE. P Vii:.- FOR DRAINAGE, GAP _e. VOID VERTICAL I:: ;::. ►.._ : » VENEER AS WELL h: :' :: _:' I ! a 4 @ 24 VERTS.# '�'-•-:PROVIDE WATER MORTAR FIRST COURSE ; I :i _litON RUN OF WALL ::: , ,:A ,r .... . . .. ..� PROOFING AND GRAVEL FOR DRAINAGE, GAP -- VENEER AS WELL ENVELOPE PER NOTE 4 12" MAX.—,""^- Y�� • --=�_- T SHEET DT -3 #I #4 12 MAX. ' - _------=- NOTE: FOOLING DIMENSION CONTINUOUS = 3 - #4 CONT. PER TABLE ON SHEET DT -3 DIM. "W1" CONTINUOUS 24 MIN. I DT -4 TO OL EDGE W 0 ,D y ' C 0 _ 1�"x�" #4 OND 4 W a J �+ y PLA(ES AS iv OVERLAPPED STEEL SHOWN m W U o LATTICE, SPOT z co 2 COU ,SES o BRAZE EACH JOINT Q 06 #4 ® 24» VERTS. P- w Q ` ; r HOOK 0 FOOTING U (r U ;Q cc J ,LU # WELD T POSTS ---- p0 .I WITH 1" SQR. WEEP CREED 2" W �, I z o SOLID, 2- PLACES �; _,__._ _ °° -_ 2"x2"x1 GA. TRELLIS S iF 7 �ff { z FRAME ENTER Ir -r_1 10 BLOCK LATTICE ON FRAME (; �� Q In D < o o m Rr ) m UCd QUO o z m °' f 1 r PROVIDE WATER �� CO J_ U `� W ~ (DT PER N TE SHEET -4 di Cn a. D 3411 PILASTER AT WALL DETAIL I PILASTER DETAIL - SECTION _ rK RETAINING WALL SECTION of Al T-4 4 13 14 i � ; (� � 7 8 19 2Q 21 22 23 24 _ • � : 29 30 `� � +a j% TO OL EDGE W 0 ,D y cn Q z #4 OND 4 W a J �+ y PLA(ES AS Y Q W SHOWN m W U z co 2 COU ,SES WO 10" BUCKS 06 #4 ® 24» VERTS. P- w Q ` ; r HOOK 0 FOOTING U (r U �i cc J # C) W p0 .I # t. WEEP CREED 2" W ABOVE FINISHED �; GRADE .. .;. I (— S iF 7 - :,�I'', is 1 COURSE W -r_1 10 BLOCK I .. +, 1 r PROVIDE WATER �� PROOF NG AND GRAVE ENVELOPE ' PER N TE SHEET V. + i a, r CG A SHEET NO. 3411 PILASTER AT WALL DETAIL I PILASTER DETAIL - SECTION _ rK RETAINING WALL SECTION of Al T-4 4 13 14 i � ; (� � 7 8 19 2Q 21 22 23 24 _ • � : 29 30 `� � +a j% 94 --T- S F- LL LL u LANDSCAPE PLAN -MILL CREEK PHASE 2 1 "=2 0' � NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS M e Civil Engineering, Inc. A 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Rev. Date _ Revision Description Approved By —7 0 11 12 13 14 1 t� No.28104 Mill e id J3 akers R /-/1-69 Life as it should be. Richard D. Meyer RCE 28104 Date ■ CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 2 LANDSCAPE PLAN 7 SHEET NO 1�0� OF 15 M■ 74 VALVES FOR THIS PHASE SHALL BE CONNECTED TO EXIST. CONTROLLER LOCATED IN BOOSTER PUMP AREA. RUN ALL WIRES FOR VALVES THRU EXIST. SLEEVES TO CONTROLLER. VERIFY WITH C.O.B. AND ON SITE EXISTING 10" & 4" PVC SLEEVES FROM PHASE 1 FOR IRRIGATION f=nR DWA4ZP ) X/PPIf=V 1 n(`ATinKl G 3/4' C— w w _ -- w ;r Z O m _¢ I F- w ¢w I Z 111 A n I IRRIGATION PLAN - MILL CREEK PHASE 2 NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: _ RDM _ Drawn By: RA ley, r AutoCAD File: COB08002LS1 w i File No: Civil Engineering, Inc. COB08002 _ 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 1/15/09 Rev. No. Date Revision Description Approved By 10 11 1'2 13 14 1 Kj-4J ! Richard D. Meyer RCE 28104 116 1 13a ens -j�•oy Life as it should be. Date 18 19 20 Mill e td T-- -- -- -- �- -- -- -- --�-- -- -- I I I I t I� t A5 I I I 111 2 1 1/4" /4-- _ AL w 0 LU r s � � a _ i � �> 6 D r _ a s , �z � ,r,C• U I t-- w -T- 11/411 n I v I I 1 "=20' CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 2 IRRIGATION PLAN t 29 SHEET NO. OF 15 No } _r ' ! i i ! i 1 ! I i 4 , ! { { i i I i I ! i ' ! i i ! i EENA - LANDSCAPE PLAN MILL CREEK PHASE 4 NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS Meyer _ I"C;ECivil Engineering,Inc. AAAA - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1� Richard D. Meyer RCE 28104 116 Ir ml_m OFa_.. akers ie Cd 1'14-01 Life as it should be. 0; Date 1$ 1 Q F- 75 Q CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 4 LANDSCAPE PLAN i J w m w w co SHEET NO. 1L,00 OF 15 :m mm ,j i a I i i I I + i i; i 0 0 � I z EXISTING _,+ 0 + BUILDING ® - ---------- Or--- -- r ��_ r- �n 1 b... r- ; I It1 i / I 1314" --'-- -- -- �---� -- �� -- -- - _ _ __ - _- - �= r 3✓4 1,r i i I �' 1 1 /4" _ 3/4" I 1 1 /4' - - - - -�-�— i /� 3/4'\' X3/4 t 1rt -- ��• \ tip (" `ate " ��'� �,f� i�l' �.���, � r �'• �b.r.a i"'7 - .moor— �►� �.■li� ;-��, �� i \ r..L: 114 `� .. / - \} ,.. r r V C7 L r 1 T { " Uj 1 ' 1 \?' (J/ si..•s4 - \ ,-a ,. r _- x ...� ''.,: 7 , -":C. '^fit --._. �> "� n �_ O i Q IWJJ Frl W /N''�� I Y�(i�`''•' I t- ' �'J zt Z lga ( i _ Y -'' . ;I =wi :.` V §/ 3/4�'" r —' I i $� %'�v ?' `rr i-(S:Je I 's i �`^� '�y���,. '"s ._,z f:. �, L it r •x'�L W- , i -,iF ] �+. �4 x +ter,- � �cr"� ,_•"^,-, -- :vc-,=>� i - �.:.. 1 .� i - 5� 1 2' �•,pc. Y. i� {{a r t, s �. 4 -s. v , t , -f ---- } (�,ri ,i.i-ce �r�+r�► �► �" i�:a �� \ / \ / / QQ ,­7 � i a -`-'1 rC T"r `,� .•� - �,. � �,i"x }`. ,i - t ,� 1 yf C-' \.1 II 1(`v - _ ?� / „-/414- -- — ;, !`�t \ � '��. ;"�—,.fes>, �..,•+1 .:IM�,�»i;--�",t-,;—r i;*-�*� /4 F Z j ° %� / a •rte, . /4 I 3/4 F— —y --—-- — -- --I -- -- -- — — -- -- - ---------'La�4"_-------- 3/4" r, : 1,� �1 3/4" , i rt O ' /4" '� �;� 314rr - l 1" 't"ly4 .3/4 1 , 3/4 r N ' 611 3/4 LL B12 3/4" EXISTING I B9_ 610 �; I 1" 2 1tr 1 l I I 1" 1 1n 2 i i '; i 't I` BUILUNG 1 2 EXIST. CROSS OVER SLEE VERIFY LOCATION ON PLA LAYOUTS BY CIVIL ENG. BZ --------------------- - �s 1rr IE?1: 3 !L' ING 8+C0 Er - 1" L 1, 3/4' W W -- I ----- Z > 10 _ =a 2 cWn _... u 1;A 2"-,, (''nKI-rDnl 1 C:D 101 P.O.C. TO NEW 2" WATER LINE VERIFY LOCATION ON WATER LAYOUT PLANS BY CIVIL ENG. --- 3/4" I 77,3/4" I ' , IRRIGATION PLAN Imi MILL CREEK PHASE 4 1 � 20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS 12/10/08 IRRIGATION MAIN LINE T I." MM �P�dDS Cf• A� AD,�� 99C\ No D m n at � p \sTq Date � OF CN-`F� PM:RDM _ Drawn By: Mill crr4 CITY OF BAKERSFIELD SHEET NO. RA I Meyer Riff, mm AutoCAD File: i El a coB0$002l_S1 CMI Engineering, Inc. MILL CREEK LINEAR PARK PHASE 4 LANDSCAPE File No: J3akers 'teid IRRIGATION PLAN of ARCHITECTURE coB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 �•/'�'• `/ rife as it should be. RALPH ADAME A.S. L.A. #2000 Date: 1/15/09 Rev. No. Date Revision Description Approved By Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 Date 15_ D j7 U 4 fi 10 11 12 13 14 1'5 18 18 19 )0 21 22 23 214 76 i'Ir 21; 29 r 20 w1 i L — ------------------------------------- ------ ----------__— 1 1, Z--- i--------------- ___-.________________________________________________ 1------------ ----------- ' ---_____-___ I -------------------------------------------------------------------------------------- — 17TH STREET GJ c ---------- ---- -----, \y 1 a� - mer LamOWN i, mWWOn L am WON Lannon t n=an= L aommmm L ®a�aamoi. ==Iowa : am l m 0: a ! 0 3 5 �, �� ��-x � � � :� � L arse®..a L ssmsmw j w®a. m FOF - .b ed " e 4 3 T- - 7. b a - � E _ Y � t --�T._'.,•'� ).^' -'tip..__..__ I� �`1 �!-a � ,'! 4 e n l Y#., . 1- �* d _ >• i Lw - ZLT1. ■' _ .� i <iLV� LTe '� / e y 1 3 . t z Cd M� f GH i �. GJ NAI PT t \ ru /, 45 W 25y`7'� 45 25 45 25ll! 85 / t00 D I : : : 1 t i I / ' 1 I ! i i AC 3 s -- E �d l y •- - d TU� d - �' d- jj .CHF 1 3 PT PLANTINGS ARE IN BASE BID A i �C l� /x'49P, Was': IN 1 LANDSCAPE PLAN -MILL CREEK PHASE 5A 1 " =20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS 12/10/08 IRRIGATION MAINLINE Rev. No. Date Revision Description .Meyer Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Approved By 1r1 1 14 1 ifft. MIA * Ea say 1P /-r9•aq Richard D. Meyer RCE 28104 Date 16 1 18 Mill J3akers ie Life as it should be. I if a � 2` X� 3 f ^ - C i e a. ti C � f PT HF 4 5 3 5 . P psca F CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A LANDSCAPE PLAN -PARKING 7.1- a oI SHEET NO. X09 OF 15 IN I i = r 0 „r c ---------- ---- -----, \y 1 a� - mer LamOWN i, mWWOn L am WON Lannon t n=an= L aommmm L ®a�aamoi. ==Iowa : am l m 0: a ! 0 3 5 �, �� ��-x � � � :� � L arse®..a L ssmsmw j w®a. m FOF - .b ed " e 4 3 T- - 7. b a - � E _ Y � t --�T._'.,•'� ).^' -'tip..__..__ I� �`1 �!-a � ,'! 4 e n l Y#., . 1- �* d _ >• i Lw - ZLT1. ■' _ .� i <iLV� LTe '� / e y 1 3 . t z Cd M� f GH i �. GJ NAI PT t \ ru /, 45 W 25y`7'� 45 25 45 25ll! 85 / t00 D I : : : 1 t i I / ' 1 I ! i i AC 3 s -- E �d l y •- - d TU� d - �' d- jj .CHF 1 3 PT PLANTINGS ARE IN BASE BID A i �C l� /x'49P, Was': IN 1 LANDSCAPE PLAN -MILL CREEK PHASE 5A 1 " =20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS 12/10/08 IRRIGATION MAINLINE Rev. No. Date Revision Description .Meyer Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Approved By 1r1 1 14 1 ifft. MIA * Ea say 1P /-r9•aq Richard D. Meyer RCE 28104 Date 16 1 18 Mill J3akers ie Life as it should be. I if a � 2` X� 3 f ^ - C i e a. ti C � f PT HF 4 5 3 5 . P psca F CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A LANDSCAPE PLAN -PARKING 7.1- a oI SHEET NO. X09 OF 15 IN I I 9 -t Cl) RC 95V F - w li' � � L.L. 4- 17TH STREETS f HF T PT -MA VCHLINE SEE '-SHEET L-5 LANDSCAPE PLAN -MILL CREEK PHASE 5A 1 "=20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS I 2 8/1!4/09 fPLANTER POTS & TREES RDM 1 7/8/09 i CORRECTED LANDSCAPING IN EAST PLANTER AT BRIDGE RDM Rev. No. Date Revision Description Approved By 7 J 10 M eer Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 ft. 281t'4' Mill Exp. 34 _ 1 C rs Take e Cd Life as it should be. Richard D. Meyer RCE 28104 Date 7 18 119 20 21 22 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A LANDSCAPE PLAN -CANAL SOUTH �ItADSCAPE " A D,44 No 2 off s]q,if: OF SHEET NO. IL00 OF 15 d' PLANTER POTS, SEE SHT L-13 AI i Cni 1ADC RAAKII ICA('TI IDCPI DI AAI NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: _ RDM Drawn By: - RA AutoCAD File: Meyer ismC013080021-S-1, Civil Engineering, Inc. LANDSCAPE File No: ARCHITECTURE COB08002 110 S. Montclair t., Ste. 104, Bakersfield, CA 93309 RALPH ADAME A.S.L.A. #2000 Date: Phone 661-836-9834 FAX 661-836-9761 1/15/09 Rev. No. Date Revision Description Approved By 9 10 11 12 13 14 1 11111).W04 :lo 0 C44t�j N4=:;Or /9!0 Richard D. Meyer RCE 28104 Date 16 1'7 1`8 Mill C a ers ie Life as it should be. �1DSCgF;\ ADg4 < X90 Q a 2 0 ? �� n� t * C�- Re IIate b ��Q STq� OF CITY OF BAKERSFIELD SHEET NO. MILL CREEK LINEAR PARK PHASE 5A 1X000 OF LANDSCAPE PLAN - CANAL SOUTH 15 r7, I - �oq 29 30 f h y r ✓ .I� 3 �1DSCgF;\ ADg4 < X90 Q a 2 0 ? �� n� t * C�- Re IIate b ��Q STq� OF CITY OF BAKERSFIELD SHEET NO. MILL CREEK LINEAR PARK PHASE 5A 1X000 OF LANDSCAPE PLAN - CANAL SOUTH 15 r7, I - �oq 29 30 No ra � --I Q, . /; ftNir r ----------------. --- -- ._ ----------__-_-___-__-- -- ---------------. — � - _ �� ._" -- ---- , --:LIN -- ---------------- --------------- - _—_ _ --MATCH _ PT�SHEET t-6 L _ IT �. EE ------- -FP -- -- - ------- --- 3 5 - -- - 7 5 ;�----1== --- -<�� -- -�- - -.. 4 3 4 3 ' 2 5 -- -- P rr° LTT 4 3- �w - — ISD�9V5 - =: -- --! --` HF ' 8 PLANTER I.D. SEE TABLE SHEET L-13 Al 10 LTT 4", SJJ�',�i 4 3 LM �.0. O .r. f, / I / a � I LANDSCAPE PLAN MILL CREEK PHASE 5A 1 rr_ r NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS d D FII ,�1WDSCgpj /QUO P�pkt AD g Q' No 2 0 Re a 7� sq� 0F GRLYF���\P PM: c` RDM —— No. 21104 Mill Cr CITY OF BAKERSFIELD Drawn By: _ � A SHEET N O. RA yer AutoCAD File:L n C0608002LS1 i - r, CCU— MILL CREEK LINEAR PARK PHASE 5A File No: Civil Engineering, Inc. - 93ake rs teidol= LANDSCAPE coBosoo2 _- 110S. MontclairSt., Ste. 104, Bakersfield, CA 93309-ra�a1 Life as it should be. LANDSCAPE PLAN — CANAL NORTH i ARCHITECTURE Date: 1 8/14/09 PLANTER POTS RDM Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 111 1 5 RALPH ADAME A.S.L.A. #2000 1/15/09 Rev. No. Date Revision Description Approved By Date V O 4 5 % 10 � 1 12 13 14 i 6 18 1,9 20 21 22 23 24 29 30 � k � 3 � � /1 r f, / I / a � I LANDSCAPE PLAN MILL CREEK PHASE 5A 1 rr_ r NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS d D FII ,�1WDSCgpj /QUO P�pkt AD g Q' No 2 0 Re a 7� sq� 0F GRLYF���\P PM: c` RDM —— No. 21104 Mill Cr CITY OF BAKERSFIELD Drawn By: _ � A SHEET N O. RA yer AutoCAD File:L n C0608002LS1 i - r, CCU— MILL CREEK LINEAR PARK PHASE 5A File No: Civil Engineering, Inc. - 93ake rs teidol= LANDSCAPE coBosoo2 _- 110S. MontclairSt., Ste. 104, Bakersfield, CA 93309-ra�a1 Life as it should be. LANDSCAPE PLAN — CANAL NORTH i ARCHITECTURE Date: 1 8/14/09 PLANTER POTS RDM Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 111 1 5 RALPH ADAME A.S.L.A. #2000 1/15/09 Rev. No. Date Revision Description Approved By Date V O 4 5 % 10 � 1 12 13 14 i 6 18 1,9 20 21 22 23 24 29 30 rA ALL SQUARE MANUF PLANTERS SHALL RE COLOR, SEE SCHED LANDSCAPE PLAN - MILL CREEK PHASE 5A NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: RDM MD. 2810,1 i Drawn By:— Meyer +� �►- y,m.l� RA AutoCAD File: COB08002LS1 Civil Engineering, Inc. LANDSCAPE File No: t: re--ve-'� ARCHITECTURE cos08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309Date: /°-/I- d' Life _ Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 RALPH ADAME A.S.L.A. #2000 1/15/09 - ------ Date Rev. No. Date Revision Description Approved By 4 - 10 11 12 13 14 15 16 17 18 19 Mill akers 1 ie as it should ,be. ,NDS Cq f �c �pH A P o 2 0 � n mr RDat STq� OF C AV\�Uq��\P CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A LANDSCAPE PLAN - CANAL NORTH 7 25 3. 29 30 SHEET NO. �Ow OF 15 11 M■ --S �t 4 Al , \` '•..' '� j'' -----------*- ,\ \ `�2w'L�F !� .r; Rte;... l'-- -------------------------------------------- --- --� _ -- / t 4-7 - a D �#1� t, �E �, Ali Mti3 [CFm�1m�& � Now a�3 (, m.�tawn ' ;� �m� W FJFT 3/411 N CC I -C — -- - . _._._._ _ _ . — L/411 isk _ -- JR_ a _ X i N G / ' �. - = t - JJz �Er-• ;-'a�kt.•-�-ik.�=�YG-- �- ._,�� �{ a r � � ,�`' `a j' \ r - - a a .. -a'` � • I ��� � ��.� / ) r y�.� ib. V �J L T i a �a I t - _ A IRRIGATION, PLAN - MILL CREEK PHASE 5A NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: 12/10/08 IRRIGATION MAIN LINE RDM Drawn By: RAHeyer AutoCAD File: C0808002LS1. ' File No: - - Civil Engineering, Inc. LANDSCAPE COB08002 -- 110 S. Montclairt., Ste. 104, Bakersfield, CA 93309 ARCHITECTURE Date: Phone 661-836-9834 FAX 661-836-9761 RALPH ADAME A.S.L.A. #2000 1/15/09 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1 4""- 'R* �`, 1'�g•d9 Life Richard D. Meyer RCE 28104 Date 16 i7 18 19 BASE BID: CONNECT TO EXISTING PROPERTY OWNER'S IRRIGATION SYSTEM. FOR BID ALTERNATES ROUTE IRRIGATION AS SHOWN. 1 "=20' Mill Cry akers ie as it should be. 20 21 22 23 3/4" CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN 25 E E 29 30 �,NDSr;gpA Q� QP�PH Aiiq 0 0 0 m IU E� Reat e ,. OF C0UF SHEET NO. OF 15 'T 3/411 N, 34' 120 4P 0 41 V314 11 W MATCH LINE 9 7- —3/4'a 7) to 411 7, 0 IA" )4 Off v 314" ['j 1EVVA LKI 3/411 V 4k, ----------- ---- -- --- --------- /_1 ----------- ------ V, ------- -- --- STUB F0!R-FUTUR'____ S/ -------------------------------- --------------- ------------------ -D V S_ _4 C12 4 31' 3/41 I'," 4 SEE S - - - - -`3/4" - - - - - - - - - - - 2 211 G21 C 0 3/4" ' 1/4 3/4 3/4" 2" STUB FOR FUTURE — ----------- —Z ------- -------------- ALK J 3/41' 3/411 .IRRIGATION PLAN -MILL CREEK PHASE 5A 1 11� �20I NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: RDM Drawn By: RA AutoCAD File: eyer C0808002LS1 File No: Civil Engineering, Inc. LANDSCAPE COB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 ARCHITECTURE Date: 1 8/14/09 i PLANTER POTS RDM Phone 661-836-9834 FAX 661-836-9761 RALPH ADAME A.S.L.A. #2000 1/15/09 Rev. No. Date Revision Description Approved I I I By 4 5 7 1`0 12 13 14 lqtt-� �Cjavlx- IF OF CAV2/ 8-14-ol Richard D. Meyer RCE 2810 Date 1C , 7 7 Mill J3 a ers 1e Cd Life as it should be. I CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN �1aD� 28 0 S C A P, I _- moi? v� AQ.4 , 14C 2* 0 No� SHEET NO. [Li 0 0) OF 15 06� z 4 # vk_ 20, C, 7 V 0 Ilk" V 3/411 N, 34' 120 4P 0 41 V314 11 W MATCH LINE 9 7- —3/4'a 7) to 411 7, 0 IA" )4 Off v 314" ['j 1EVVA LKI 3/411 V 4k, ----------- ---- -- --- --------- /_1 ----------- ------ V, ------- -- --- STUB F0!R-FUTUR'____ S/ -------------------------------- --------------- ------------------ -D V S_ _4 C12 4 31' 3/41 I'," 4 SEE S - - - - -`3/4" - - - - - - - - - - - 2 211 G21 C 0 3/4" ' 1/4 3/4 3/4" 2" STUB FOR FUTURE — ----------- —Z ------- -------------- ALK J 3/41' 3/411 .IRRIGATION PLAN -MILL CREEK PHASE 5A 1 11� �20I NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS PM: RDM Drawn By: RA AutoCAD File: eyer C0808002LS1 File No: Civil Engineering, Inc. LANDSCAPE COB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 ARCHITECTURE Date: 1 8/14/09 i PLANTER POTS RDM Phone 661-836-9834 FAX 661-836-9761 RALPH ADAME A.S.L.A. #2000 1/15/09 Rev. No. Date Revision Description Approved I I I By 4 5 7 1`0 12 13 14 lqtt-� �Cjavlx- IF OF CAV2/ 8-14-ol Richard D. Meyer RCE 2810 Date 1C , 7 7 Mill J3 a ers 1e Cd Life as it should be. I CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN �1aD� 28 0 S C A P, I _- moi? v� AQ.4 , 14C 2* 0 No� SHEET NO. [Li 0 0) OF 15 �_A MATCH SEE S IRRIGATION PLAN - MILL CREEK PHASE 5A 1 " =20 ' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS PM: s! RDM ob.26xa4 Mill Drawn By: 6v. 3.aSt� /0 RAMeyer � AutoCAD File: ocl; C►W !- LANDSCAPE coaosoo2i s1 A Civil Engineering, Inc. Takers G File No: cOB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 u Life as it should be. ARCHITECTURE 1-f�• q ' 00; RALPH ADAME A.S.L.A. #2000 Date: Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 1/15/09 Rev. No. Date Revision Description Approved By Date 4 10 11 1? 13 14 1 i 1'6 f'7 18 19 20 21 22 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN p� yin ��,aoscApF`�. �pH ADq Q No 2 ate h��? Tq OF C SHEET NO. [Li ED 0 OF 15 i IRRIGATION PLAN - MILL CREEK PHASE 5A 1 " =20 ' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS PM: s! RDM ob.26xa4 Mill Drawn By: 6v. 3.aSt� /0 RAMeyer � AutoCAD File: ocl; C►W !- LANDSCAPE coaosoo2i s1 A Civil Engineering, Inc. Takers G File No: cOB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 u Life as it should be. ARCHITECTURE 1-f�• q ' 00; RALPH ADAME A.S.L.A. #2000 Date: Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 1/15/09 Rev. No. Date Revision Description Approved By Date 4 10 11 1? 13 14 1 i 1'6 f'7 18 19 20 21 22 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5A IRRIGATION PLAN p� yin ��,aoscApF`�. �pH ADq Q No 2 ate h��? Tq OF C SHEET NO. [Li ED 0 OF 15 o■ WE '--1 1/4" 'l EXIST. CROSS OVER SLEEVES, VERIFY LOCATION ON PLAN _LAYQUTS BY CIVIL ENGINEER. _ 1-6"& 1-4" SCH-EWL / / / / / II IRRIGATION PLAN MILL CREEK PHASE 5A 1 rr_ r NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS 12/10/08 IRRIGATION MAIN LINE PM: RDM _-- Drawn By: RA Y— AutoCAD File: _.Meyer C0608002LS1 / LANDSCAPE Filer^ ---� Civil Engineering, Inc. C0B08002 ARCHITECTURE Date: 1 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 j 8/14/09 PLANTER POTS & WALL PLANTER RDM Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 RALPH ADAMS A.S.L.A. #2000 1/15/09 Rev. No. Date v Revision Description Approved By y 4 5 10 11 12 13 14 5 6 &VIDSCAPF vPN ADq q9C� (No 2W ti , ple S'JA ate OF CPL y4Mill Cry04CITY OF BAKERSFIELD SHEET NO. .281 S'SC a. MILL CREEK LINEAR PARK PHASE 5A ���LTakers eid OF Life as it should be. IRRIGATION PLAN 15 Date 18 19 20 21 22 23 24 6 29 30 cm. IRRIGATION PLAN � MILL CREEK PHASE 5A 1 If =20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL & ELECTRICAL PLANS FOR LOCATIONS 12/10/08 IRRIGATION MAIN LINE ttK%eh_ PM: RDM Drawn By: RA -.-...Meyer AutoCAD File: COBFileNo08002LS1 Civil Engineering, Inc. COB08002 - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 1/15!09 Rev. No. Date Revision Description Approved By 10 11 12 13 14 1 Richard D. Meyer RCE 28104 16 ft"104 Exp. "!'o iADS :.App O NAA D No � sTq� OF Mill Cre CITY OF BAKERSFIELD SHEET NO. MILL CREEK LINEAR PARK PHASE 5A �� � (@ 13akerscr,"'t'd ieOF Life as ;t should he. IRRIGATION PLAN 15 = LANDSCAPE PLAN -MILL CREEK PHASE 5B 1 "= 20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS It Z G SEE PLANTER LAYOUT LIR i\ TO RIGHT E „ . FOR TYPICAL \ t1 STREET PLANTER, TYP. OF FOUR =Li ci w I ■ -----------------j 36P 2 5 zi y Uj ® ® Uj `Y U '`�y4`.� ar .v 8 5 8 5 3 xt7 5 LIR GJ HF I.: Q 0 5 13+00 . —E I i 13+00 E tiy.,ci >,O ; F,'S,;: ✓ mac;' ,, ;'} r. .'--_ 1_. %'`si' - ] 5 , - r ---------- ir ---._._ - '>� 00 : _i.,c') CJ '`Ix 7 At < NUNN C00�\i` �' -� x / `.~--:� - °� ftx- = LANDSCAPE PLAN -MILL CREEK PHASE 5B 1 "= 20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS ——---------- f t LANDSCAPE PLAN TYP, STREET PLANTER 11111-011=5 vpN DS 0 2 0 n� sT9ZOF at s�o��/ CAUL PM: _ _ •, ��p RDM MD. Drawn By: Meyerp.541- � Mill CP414CITY OF BAKERSFIELD SHEET NO. RA -- - F- 381 _ � AutoCAD File: ❑ - � �� MILL CREEK LINEAR PARK PHASE 5B COB08002LS1 ECivil Engineering, Inc. LANDSCAPE File No: Takers"J'��elrd OF ARCHITECTURE COB08002 110 S. Mocla St., Ste. 104,. Bakersfield, CA 93309 I�lq•�q Lifeas it Should bLANDSCAPE PLAN RALPH ADAME A.S.L.A. #2000 Date: _ Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 ., 1 15 1/15/09 Rev. No. Date Revision Description Approved By Date , 1 p� 10 11 12 13 14 15 1 6 17 18 t9 20 21 22 23 24 25 ; NEW 1- 8" AND 1- 4" SCH 40 PVC SLEEVE NEW 4" WATER MAIN AN CONTROLLER WIRE AT THIS LOCATION. CITY FORCES TO INSTALL SLEEVES TO 5' BEYOND EACH SIDE OF THE CURB LINE. IRRIGATION PLAN -MILL CREEK PHASE 5B 1 "=20' NOTE: LIGHT FIXTURES IN PLANTERS HAVE BEEN REMOVED FOR CLARITY, SEE ARCHITECTURAL &ELECTRICAL PLANS FOR LOCATIONS PM: RDM Drawn By: RA AutoCAD File: COB08002LS1 COB08002 Date: 12/10/08 IRRIGATION MAIN LINE 1/15/09 Rev. No. Date Revision Description Approved By 10 1 MPj,.ey C;- 9 KZ Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 1 Mill1�u.28101 Exp. �Fo��13akers-rr'Oe"i'd i PW4.4-i� Y 1•oq Life as it should be. Richard D. Meyer RCE 28104 A Date r CONTROLLER -'C' INSTALL CONTROLE� AT THIS LOCATION. SEE IRRIGATION SCH DULE ON SHEET L-8 FOR MODEL NUMBER. (INSTALL CONTROLLER IN ENCLOSURE. SEE NOTE #10, SHT. L-9. CONNECT CONTROLLER 'C' TO BOOSTER PUMP WITH 'XYZ' WIRE ATT IS LOCATION PROVIDED FROM PHASE'1-; VERIFY WITH C.O.B. CONNECT NEW CONT OLLER WITH EXIST. PE -39 LOCATED AT TH S LOCATION, VERIFY I POINT OF CONNECTIO FOR IRRIGATION WATER IS FROM 6" M N IRRIGATION LINE FROM PHASE ONE IR IGATION SYSTEM. VERIFY LOCATION ON SITE AND WITH CITY PUB LIC WORKS DEPARTMENT EXISTING 1- 10" AND 1i 6" SCH 40 PVC SLEEVE FROM PHASE11 ( CITY PARK SITE_) BY C.O.B. `VERIFY LOCIF TION ON SITE AND WITH CITY PUB LIC WKS DEPARTMENT I I �J ( CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5B IRRIGATION PLAN 23 SHEET NO. OF D09 15 IS , is 51 1[4 - k x \ r`, � i _ %i - y Y ,,,FFF MMM �,. .- 5(z •%� t 1� ti & Yx� f 5A ti; ir- 1 r CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 5B IRRIGATION PLAN 23 SHEET NO. OF D09 15 R_ 0- v LANDSCAPE SCHEDULE SYM SIZE BOTANICAL NAME COMMON NAME QRR 36" QVS 36" QLV 36" KPG 36" PCC 36" LTT 36" PCF 36" LIR 36" LI W 36" COO 24'.318 PKE 36" LSR 36" FOF 24",318 PAC 36" SJJ 36" UPC 36" APA 36" PRC 36" 1G FLTS 1G FLTS TREES QUERCUS RUBRA QUERCUS VIRGINIANA QUERCUS LOBATA KOELREUTERIA PANICULATA PISTACIA CHINENSIS LIRIODENDRON TULIPIFERA PRUNUS CERASIFERA 'K. VESUVIUS' LAGERSTROEMIA INDICA 'RUBRA' LAGERSTROEMIA INDICA 'NATCHEZ' CERCIS OCCIDENTALIS 'OKLAHOMA' PYRUS KAWAKAMI UQUIDAMBER STYRACIFLUA 'ROTUNDILOBA' FRAXINUS ORNUS PLATANUS ACERIFOLIA 'COLUMBIA' SOPHORA JAPONICA ULMUS PARVIFOUA ACER PALMATUM 'ATROPURPUREUM' PLATANUS RACEMOSE GROUNDCOVERS TRACELOSPERMUN JASMINOIDES GAZANIA REPTANS 'MITSUWA YELLOW UROPE MUSCARI "MAJESTIC' ANNUAL COLOR TURF SOD - AG -1, VERIFY WITH C.O.B. RED OAK SOUTHERN LIVE OAK VALLEY OAK GOLDENRAIN TREE CHINESE PISTACHE TULIP TREE FLOWERING PLUM RED CRAPE MYRTLE WHITE CRAPE MYRTLE REDBUD EVERGREEN PEAR AMERICAN SWEET GUM FLOWERING ASH LONDON PLANE TREE JAPANESE PAGODA TREE CHINEESE EVERGREEN ELM RED JAPANESE MAPLE CALIFORNIA SYCAMORE STAR JASMINE 12" 0/C TRAILING GAZANIA 8" 0/C LILY TURF 12" 0/C SEASONAL COLOR 6" 0/C (��_WATER VALVE NUMBER IRRIGATION SCHEDULE DEMAND SYM SIZE MANUF. MODEL NO. PSI COMMENTS ® 1/4 RAINBIRD 1812 -SAM -PRS -15Q 30 POP UP SPRAY SPRINKLERS 6 1/2 RAINBIRD 1812 -SAM -PRS -15H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812-SAM-PRS-15VAN 30 POP UP SPRAY SPRINKLERS V END RAINBIRD 1812-SAM-PRS-15EST 30 POP UP SPRAY SPRINKLERS V SIDE RAINBIRD 1812-SAM-PRS-15SST 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812 -SAM -PRS -12Q 30 POP UP SPRAY SPRINKLERS B 1/2 RAINBIRD 1812 -SAM -PRS -12H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812-SAM-PRS-12VAN 30 POP UP SPRAY SPRINKLERS IE 114 RAINBIRD 1812 -SAM -PRS -10Q 30 POP UP SPRAY SPRINKLERS 19 1/2 RAINBIRD 1812 -SAM -PRS -10H 30 POP UP SPRAY SPRINKLERS 10 ADJ RAINBIRD 1812-SAM-PRS-10VAN 30 POP UP SPRAY SPRINKLERS ® ADJ RAINBIRD 3504 -PC -SAM -3.0 35 TURF POP UP ROTORS IN 1/4 RAINBIRD RSW-BG -- ROOT WATERING SYSTEM - TWO PER TREE o ADJ RAINBIRD 130OA-F 30 ADJUSTABLE BUBBLER, INSTALL ON 6" FLEX RISER 3' B (ROUND) 36" S-14 (DOVE GRAY) SK (SMOOTH) 2" CENTERED SAUCERS 1" & 11/2 RAINBIRD PEB-PRS-B SERIES _ VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX V 2" WILKINS PHASE 4 - 975 SERIES _ PHASE 4 BACKFLOW PREVENTOR - SEE SHEET L-8 FOR LOCATION ® S (PRECAST CONCRETE) POINT OF CONNECTI SEE SHEET L-8 FOR P SEE SHEET L-12 FOR I N - SEE PLANS FOR LOCATION ASE 4 POINT OF CONNECTION 1HASE 5B POINT OF CONNEC TION PHASE 4 - SEE SHEET L-8 FOR POINT OF CONNECTION PHASE 5B - SEE SHEET L-12 FOR POINT OF CONNECTION ® 2" CENTERED RAINBIRD PHASE 4, CONTROLLER'S': ESP-24SAT-2S PHASE 513, CONTROLLER 'G: ESP-32SAT-2S - PHASE 4 - SEE SHEET L-8 FOR CONTROLLER LOCATION. SEE NOTE #10 PHASE 5B - SEE SHEET L-12 FOR CONTROLLER LOCATION. SEE NOTE #10 PACIFIC WESTERN CL 200 PVC -- LOW PRESSURE LATERAL LINE •� O6 PACIFIC WESTERN PHASE 4 - 2" SCH 40 PVC PHASE 5B - 4"'O' RING CL 200 PVC & 2" SCH 40 PVC _ HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS S-16 (MEXICAN TILE) 1" RAINBIRD 44 LRC - QUICK COULPERS PM: RDM Drawn By: RA COB08002LS1 j File No: _ COB08002 Date: 1 T 8/14/09 PLANTER POTS' TABLE 1/15/09 Rev. No. Date i Revision Description SYMISIZE SR MI AO HY HO PT BT MI MA GJ PF SR CJ BS LM 0 FC CH FR GH RC HF BC AG BS ND FP TJ 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 1G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G BOTANICAL NAME SHRUBS STREUTZIA REGINAE MORAEA IRIDIOIDES AGAPANTHUS ORIENTALIS HEMEROCALLIS FLAVA HEMEROCALLIS FULVA PHORMIUM TENAX BERBERIS THUNBERGIANA'CRIMSOM PYGMY MORAEA IRIDIOIDES MAHONIA AQUIFOLIUM 'ORANGE FLAME' GARDENIA JASMINOIDES 'VEITCHII' PHOTINIA FRASERII STRELITZIA REGINAE CAMEUA JAPONICA BOUGAINVILLEA 'SAN DIEGO RED' LIRIOPE MUSCARI 'MAJESTIC' ROSEMARINUS OFFICIANALUS FESTUCA CINEREA COTONEASTER HORIZONTALIS FICUS PUMILA GREVILIEA THELEMANNIANA RAPHIOLEPIS INDICA 'CLARA' HEMEROCALLIS FLAVA BIGNONIA CAPREOLATA 'DRAGON LADY ABELIA GRANDIFLORA BOUGAINVILLEA 'SAN DIEGO RED' NANDINA DOMESTICA FICUS PUMILA TRACHELOSPERMUM JASMINOIDES IRRIGATION NOTES COMMON NAME INDIA HAWTHORNE BIRD OF PARADISE LILY OF THE NILE YELLOW DAYULY ORANGE DAYLILY NEW ZEALAND FLAX JAPANESE BARBERY BIRD OF PARADISE OREGON GRAPE JAPANESE GARDENIA PHOTINIA BIRD OF PARADISE CAMEUA BOUNGAINVILLEA LILY TURF ROSEMARY BLUE FESTUCA ROCK COTONEASTER CREEPING FIG HUMMINGBIRD BUSH INDIA HAWTHORN YELLOW DAYULY RED TRUMPET VINE GLOSSY ABELIA BOUGAINVILLEA HEAVENLY BAMBOO CREEPING FIG STAR JASMINE 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO DELETIONS OR SUBSTITUTIONS W/O THE APPROVAL OF THE OWNER, THEIR AGENT, OR THE LANDSCAPE ARCHITECT. 3. ALL SPRINKLERS AND VALVES SHALL BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM OR NO OVERSPRAY. LANDSCAPE ARCHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARE APPROXIMATE AND DIAGRAMATIC AS INDICATED. 5. ALL IRRIGATION RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL SLEEVES SHALL BE MIN. 2 TIMES LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. ALL IRRIGATION VALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC VALVE BOXES, AMETEK OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET L-14 FOR INSTALLATION INFORMATION. 8. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS LOCATIONS. CONTROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE DECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK UP. 9. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 10. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURES SHALL BE RAINBIRD MODEL #ESP -MC -SS. INSTALL AS PER C.O.B. SPECIFICATIONS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10" ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.). 12. LANDSCAPE CONTRACTOR SHALL INDICATE LOCATIONS OF ALL SLEEVES BY CHISELING A MARK ON THE FACE OF THE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE OF MARK. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE AND THE SECOND WILL BE A SPARE. VERIFY WITH C.O.B. 14. INSTALL LASCO'T' - SERIES SWING JOINT ASSEMBLIES ON ALL IRRIGATION HEADS AND BUBBLERS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION, SAME SIZE AS THE VALVE, DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY FOR EXACT DIMENSIONS. 16. CONTRACTOR SHALL PROVIDE AND INSTALL RAINBIRD VALVE TAGS, MODEL #VID 1Y24, TO ALL VALVES IN BOXES. VERIFY WITH C.O.B. 17. CONTRACTOR SHALL INSTALL 6' POP -UPS AT TURF AREAS AND 12" POP -UPS AT SHRUB AND GROUNDCOVER BEDS. VERIFY WITH C.O.B. NOTE: ADJUST ALL IRRIGATION AND LANDSCAPE ITEMS TO BOUNDARIES OF COBBLE AND BOULDER GROUPS WHEN THEY OCCUR ADJACENT TO OR WITHIN PLANTERS. REFER TO SHEETS BC -1 THROUGH BC -3 FOR COBBLE AND BOULDER DETAILS. M mm� Meyer iCL Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 RDM Phone 661-836-9834 FAX 661-836-9761 Approved By Richard D. Meyer RCE 28104 LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE SHEETS L-14 & L-15. 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD. 3. CONTRACTOR SHALL CONFORM TO ALL CITY CODES AND REQUIREMENTS INCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE W/ CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER. 5. PLACE ALL TREES BEHIND'LINE OF SIGHT.' VERIFY W/ CITY OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR 7. ALL LANDSCAPED AREAS WITHOUT A WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL O -O, ON SHEET L-14. VERIFY WITH C.O.B. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO C.O.B. RECREATION AND PARKS DEPARTMENT FOR APPROVAL. 9. ALL TRES SHALL RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INSTALL AS PER C.O.B. SPECIFICATIONS. 10. CONTRACTOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OFPbkNTI Y WT-H-EIZY QF BAKERSFfEt - POTS - 12 EA.PLANTER PLANTER POTS ARE MANUFACTURED BY DURA ART STONE, (909) 797-9000, (800) 821-1120, FONTANA, CA. PLANTER POT SPECIFICATIONS MATERIAL WIDTH DESIGN HEIGHT COLOR FINISH DRAINHOLES OPTIONS PLANTS PLANTER POT BT OO S (PRECAST CONCRETE) 2' B (ROUND) 22" S-14 (DOVE GRAY} SK (SMOOTH) 2" CENTERED SAUCERS 1 5 r O2 S (PRECAST CONCRETE) 3' A (SQUARE) 30" S-5 (TERRA COTTA) SK (SMOOTH) 2" CENTERED SAUCERS 2 5 ANNUAL COLOR O3 S (PRECASTBT CONCRETE) 2' B (ROUND) 22" S-2 (CHARCOAL) SK (SMOOTH) 2" CENTERED SAUCERS � 5 LIR ® S (PRECAST CONCRETE) 3' B (ROUND) 36" S-14 (DOVE GRAY) SK (SMOOTH) 2" CENTERED SAUCERS 2 ANNUAL COLOR O5 S (PRECAST CONCRETE) 3' B (ROUND) 36" S-2 (CHARCOAL) SK (SMOOTH) 2" CENTERED SAUCERS 11R , ANNUAL COLOR O6 S (PRECAST CONCRETE) 2' (SQUARE) 30" S-16 (MEXICAN TILE) SK (SMOOTH) 2" CENTERED SAUCERS B 5 ANNUAL COLOR O S (PRECAST CONCRETE) 2' A (SQUARE) 30" S-14 (DOVE GRAY) SK (SMOOTH) 2" CENTERED SAUCERS B " ANNUAL COLOR FP ® S (PRECAST CONCRETE) 2' A (SQUARE) 30" S-2 (CHARCOAL) SK (SMOOTH) 2" CENTERED SAUCERS ANNUAL COLOR 1 5 O9 S (PRECAST CONCRETE) 2' (SQUARE) 30" S-5 (TERRA COTTA) SK (SMOOTH) 2" CENTERED SAUCERS 1 5 ANNUAL COLOR AO 10 S (PRECAST CONCRETE} 2' B (ROUND) 36" S-14 (DOVE GRAY) SK (SMOOTH) 2" CENTERED SAUCERS2 5 ANNUAL COLOR O11 S (PRECAST CONCRETE) 3' A (SQUARE) 22" S-16 (MEXICAN TILE) SK (SMOOTH) 2" CENTERED SAUCERS 2 5 ANNUAL COLOR AO2 12 S (PRECAST CONCRETE) 2' B (ROUND) 36" S-2 (CHARCOAL) SK (SMOOTH) 2" CENTERED SAUCERS 5 ANNUAL COLOR Mill Ullio. M104 E,tp.3-81 b0 Civil. Ve OF Takers r 109 Life as it should be. Date ❑e CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PLANTING AND IRRIGATION SCHE cl s/--.�*1DSGAP�c Q` Q"prun 2@�0 1' qe a 0 �P 'q� OF aCFVtZQ� )ULS -aa SHEET NO. [LI© � Q� OF 15 r T"- LANDSCAPE SCHEDULE SYM SIZEBOTANICAL NAME COMMON NAME QRR 36" QVS 36" QLV 36" KPG 36" PCC 36", LTT 36" PCF 36" LIR 36" LIW 36" COO 24,36" PKE 36" LSR 36" FOF 24•,36- PAC 36" SJJ 36" UPC 36" APA 36" 1G FLTS 1G FLTS TREES QUERCUS RUBRA QUERCUS VIRGINIANA QUERCUS LOBATA KOELREUTERIA PANICULATA PISTACIA CHINENSIS LIRIODENDRON TULIPIFERA PRUNUS CERASIFERA'K. VESUVIUS' LAGERSTROEMIA INDICA'RUBRA' LAGERSTROEMIA INDICA'NATCHEZ' CERCIS OCCIDENTALIS'OKLAHOMA' PYRUS KAWAKAMI LIQUIDAMBER STYRACIFLUA'ROTUNDILOBA' FRAXINUS ORNUS PLATANUS ACERIFOLIA'COLUMBIA' SOPHORA JAPONICA ULMUS PARVIFOLIA ACER PALMATUM'ATROPURPUREUM' GROUNDCOVERS TRACELOSPERMUN JASMINOIDES GAZANIA REPTANS 'MITSUWA YELLOW LIROPE MUSCARI "MAJESTIC' ANNUALCOLOR TURF SOD -AG-1, VERIFY WITH C.O.B. RED OAK SOUTHERN LIVE OAK VALLEY OAK GOLDENRAIN TREE CHINESE PISTACHE TULIP TREE FLOWERING PLUM RED CRAPE MYRTLE WHITE CRAPE MYRTLE REDBUD EVERGREEN PEAR AMERICAN SWEET GUM FLOWERING ASH LONDON PLANE TREE JAPANESE PAGODA TREE CHINEESE EVERGREEN ELM RED JAPANESE MAPLE STAR JASMINE 12" O/C TRAILING GAZANIA 8" O/C LILY TURF 12" O/C SEASONAL COLOR 6" O/C NUMBER RRl U SCHEDULEALVE Ii:ATION VALVE SIZE ���� WATER DEMAND SYM SIZE MANUF. MODEL NO. PSI COMMENTS ® 1/4 RAINBIRD 1812 -SAM -PRS -15Q 30 POP UP SPRAY SPRINKLERS 8 1/2 RAINBIRD 1812 -SAM -PRS -15H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812-SAM-PRS-15VAN 30 POP UP SPRAY SPRINKLERS V END RAINBIRD 1812-SAM-PRS-15EST 30 POP UP SPRAY SPRINKLERS 0 SIDE RAINBIRD 1812-SAM-PRS-I5SST 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812 -SAM -PRS -12Q 30 POP UP SPRAY SPRINKLERS B 1/2 RAINBIRD 1812 -SAM -PRS -12H 30 POP UP SPRAY SPRINKLERS 0 ADJ RAINBIRD 1812-SAM-PRS-12VAN 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812 -SAM -PRS -10Q 30 POP UP SPRAY SPRINKLERS 19 1/2 RAINBIRD 1812 -SAM -PRS -10H 30 POP UP SPRAY SPRINKLERS O ADJ RAINBIRD 1812-SAM-PRS-IOVAN 30 POP UP SPRAY SPRINKLERS a ADJ RAINBIRD 3504 -PC -SAM -3.0 35 TURF POP UP ROTORS ® 1/4 RAINBIRD RSW BG - ROOT WATERING SYSTEM - TWO PER TREE c ADJ RAINBIRD 1300A -F 30 ADJUSTABLE BUBBLER, INSTALL ON 6" FLEX RISER 1 " & 1/2" 11/2'. RAINBIRD PEB-PRS-B SERIES -- VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX 2" WILKINS PHASE 4 - 975 SERIES __ PHASE 4 BACKFLOW PREVENTOR - SEE SHEET L-8 FOR LOCATION x `POINT OF CONNECTI N - SEE PLANS FOR LOCATI N PHASE 4 - SEE SHEET L-8 FOR POINT OF SEE SHEET L-8 FOR P ASE 4 POINT OF CONNECTI N CONNECTION SEE SHEET L-12 FOR HASE 5B POINT OF CONNE TION PHASE 58 -SEE SHEET L-12 FOR POINT O f CONNECTION RAINBIRD PHASE 4, CONTROLLER 'B': ESP-24SAT-2S -- PHASE 4 - SEE SHEET L-8 FOR COROLLER PHASE 513, CONTROLLER 'C': LOCATION. SEE NOT 10 ESP-32SAT-2S PHASE 5B - SEE SHEET L-12 R CONTROLLER LOCATION. SI OTE #10 PACIFIC WESTERN CL 200 PVC -- LOW PRESSURE LAT AL LINE PACIFIC WESTERN PHASE 4 - 2" SCH 40 PVC _ HIGH PRESSU MAIN LINE - SEE IRRIGATION PLANS NS PHASE 513 - 4"'O' RING CL 200 FORS PVC & 2" SCH 40 PVC _T__ 1" RAINBIRD 44 LRC - ICK COULPERS LANDSCAPE ARCHITECTURE RALPH DAME A.S.L.A. #2000 PM: RDM Drawn By: RA AutoCAD File: C01308002LS1 Ile -No- 00608002 o:COB08002 Date: 1/15/09 SYMISIZ SR MI AO HY HO PT BT MI MA GJ PF SR CJ BS LM RO FC CH FR 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 1G 5G 5G BOTANICAL NAME SHRUBS STRELITZIA REGINAE MORAEA IRIDIOIDES AGAPANTHUS ORIENTALIS HEMEROCALLIS FLAVA HEMEROCALLIS FULVA PHORMIUM TENAX BERBERIS THUNBERGIANA'CRIMSOM PYGMY' MORAEA IRIDIOIDES MAHONIA AQUIFOLIUM 'ORANGE FLAME' GARDENIA JASMINOIDES 'VEITCHII' PHOTINIA FRASERII STRELITZIA REGINAE CAMELIA JAPONICA BOUGAINVILLEA'SAN DIEGO RED' LIRIOPE MUSCARI 'MAJESTIC' ROSEMARINUS OFFICIANALLIS FESTUCA CINEREA COTONEASTER HORIZONTALIS FICUS PUMILA COMMON NAME INDIA HAWTHORNE BIRD OF PARADISE LILY OF THE NILE YELLOW DAYLILY ORANGE DAYLILY NEW ZEALAND FLAX JAPANESE BARBERY BIRD OF PARADISE OREGON GRAPE JAPANESE GARDENIA PHOTINIA BIRD OF PARADISE CAMELIA BOUNGAINVILLEA LILY TURF ROSEMARY BLUE FESTUCA ROCK COTONEASTER CREEPING FIG IRRIGATION NOTES _(D=SYMBOL 7_QL1ANTITY SIZE LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE SHEETS L-14 & 2. THERE SHALL BE NO SUBSTITUTIONS OR DELETIONS OF PLANT MATERIALS W/O APPROVAL OF THE LANDSCAPE ARCHITECT, THE OWNER AND THE CITY OF BAKERSFIELD: 3. CONTRACTOR SHALL CONFORM TO ALL CITY CODES AND REQUIREMENT1NCLUDING ALL INSPECTIONS PERTAINING TO THIS INSTALLATION 4. ALL LANDSCAPE DETAILS SHALL BE IN ACCORDANCE W/ CITY OF BAKERSFIELD STANDARD LANDSCAPE DETAILS AND AS DIRECTED BY THE CITY ENGINEER'.' 5. PLACE ALL TREES BEHIND 'LINE OF SIGHT.' VERIFY W/ CITY -OR LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OR TREE INSTALLATION. 6. PRIOR TO FINAL CITY ACCEPTANCE, CONTRACTOR SHALL APPLY PRE -EMERGENT WEED CONTROL AS RECOMMENDED BY CERTIFIED. PEST ADVISOR AND APPLIED BY A CERTIFIED PEST ADVISOR APPLICATOR 7. ALL LANDSCAPED AREAS WITHOUT A�WALL AT BACK OF LANDSCAPED AREAS ALONG STREETSCAPE SHALL HAVE A CONCRETE MOWSTRIP AT BACK OF LANDSCAPE AREA. SEE DETAIL O -O, ON SHEET L-14. EkIFY WITH C.O.B. 8. ALL AREAS TO RECEIVE LANDSCAPING, SHALL RECEIVE A 3" LAYER OF REDWOOD BARK. SUBMIT SAMPLE TO .'6.B. RECREATION AND PARKS DEPARTMENT FOR APPROVAL. r� 9. ALL TRES SHALL, --RECEIVE DEEP ROOT BARRIERS. INSTALL SIZES AS REQUIRED FOR SIZE OF TREE. INS -(ALL AS PER C.O.B. SPECIFICATIONS. 10. CONTRACtOR SHALL REMOVE ALL NURSERY STAKES FROM ALL TREES AT COMPLETION OF�PtRANTING. VERIFY WITH CITY OF BAKERSFIELD. 'PLANTER POTS - 13 EA. POTS SHALL BE MODEL W -22" -A -22" -S -16 -SK -2" CENT.- SAUCERS AS MANUFACTURED BY DURA ART STONE, (909) 797-9000, (800) 821-1120, FONTANA, CA. f; 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS,AND AS PER SPECIFICATIONS. 2. THERE SHALL BE NO DELETIONS OR SUBSTIT-tJTIONS W/O THE APPROVAL OF THE OWNER, THEIR AGENT, OR THE LANDSCAPE ARCECT. 3. ALL SPRINKLERS AND VALVES SHALL, BE ADJUSTED FOR REQUIRED COVERAGE W/ MINIMUM OR NO OVERSPRAY. LANDSCAPE AACHITECT SHALL HAVE FINAL APPROVAL. 4. COMPONENTS LOCATIONS ARREr'A'PPROXIMATE AND DIAGRAMATIC AS INDICATED. 5. ALL IRRIGATION RUNNING iVDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL S,�EEVES SHALL BE MIN. 2 TIMES LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DES ED FOR PERFORMANCE AT 30 & 35 PSI PRESSURE. 7. ALL IRRIGATIO ALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC V E BOXES, AMETEK OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET L-14 FOR INS LLATION INFORMATION. 8. OWN SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLERS LOCATIONS. C TROLLER LOCATIONS ARE SHOWN DIAGRAMATICALLY. FINAL LOCATION SHALL BE ECIDED AT CONSTRUCTION. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL HOOK UP. 9. POINTS OF CONNECTION SHALL BE TO EXISTING WATER LINE. SEE WATER LAYOUT PLANS AND PLUMBING PLANS FOR EXACT LOCATIONS. 10. CONTRACTOR SHALL INSTALL CONTROLLERS IN ENCLOSURES. ENCLOSURES SHALL BE RAINBIRD MODEL #ESP -MC -SS. INSTALL AS PER C.O.B. SPECIFICATIONS. 11. ALL IRRIGATION VALVES SHALL BE INSTALLED IN SQUARE 12" STANDARD BOXES AND QUICK COUPLERS SHALL BE INSTALLED IN 10 ROUND BOXES, AMETEK OR EQUAL (PER C.O.B.). 12. LANDSCAPE CONTRACTOR SHALL INDICATE LOCATIONS OF ALL SLEEVES BY CHISELING A MARK ON THE FACE OF THE CURB. VERIFY WITH C.O.B. FOR APPROVED METHOD AND TYPE OF MARK. 13. CONTRACTOR SHALL PROVIDE AND INSTALL TWO HOT WIRES TO EACH VALVE. CONNECT ONE AND THE SECOND WILL BE A SPARE. VERIFY WITH C.O.B. 14. INSTALL LASCO 'T' - SERIES SWING JOINT ASSEMBLIES ON ALL IRRIGATION HEADS AND BUBBLERS. 15. CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE AND INSTALL A SCH. 80 UNION, SAME SIZE AS THE VALVE, DOWN STREAM OF THE VALVE AT EACH VALVE LOCATION. VERIFY WITH CITY FOR EXACT DIMENSIONS. 16. CONTRACTOR SHALL PROVIDE AND INSTALL RAINBIRD VALVE TAGS, MODEL #VID 1Y24, TO ALL VALVES IN BOXES. VERIFY WITH C.O.B. 17. CONTRACTOR SHALL INSTALL 6' POP -UPS AT TURF AREAS AND 12" POP -UPS AT SHRUB AND GROUNDCOVER BEDS. VERIFY WITH C.O.B. C; yer -t7. Civil Engin eering, Inc. 110 S. Montclair St. Ste. 104 Bakersfield, CA 93309 Rev. No. Date Phone 661-836-9834 FAX 661-836-9761 Revision Description Approved By 7 10 t1 12 13 14 1 Exp.Mill cml- Clr"" .,J3akers'r- Q / Life as it should be.00--1 Richard D. Meyer RCE 28104 I Date 11E 17 1,8 19 20 21 22 NOTE: ADJUST ALL IRRIGATION AND LANDSCAPE ITEMS TO BOUNDARIES OF COBBLE AND BOULDER GROUPS WHEN THEY OCCUR ADJACENT TO OR WITHIN PLANTERS. REFER TO SHEETS BC -1 THROUGH BC -3 FOR COBBLE AND BOULDER DETAILS. yPN DS C,q- / � PP�pH ADg2 q�n 0200`` y' �r n/' �. R D - P Of RCAUF��.�\ CITY OF BAKERSFIELD MILLR C EEK LINEAR PARK PLANTING AND IRRIGATION SCHEDULES 23 24 t SHEET NO. [�o� 0 OF 15 i T- : - U)_ rj- 0)- K*z s0- cli- 1`0 11 1'2 1'3 14 115 116 1.7 1,8 1`9 20 21 22 23 24 ?5 2 6 29 30 PIM51W GRACE3W NOTES: Tm CIO* ELL L NO CROSSING, UNDER ROADWAYS OR ANY OTHER RAPID WACE, 4ff' (03.) ? ALL ELMIRICAL HIRING, *0 WATER LINES SNALL HE INSTALLED 25' ; l.i. (O-ImIlDEEP INASaIEDULE40PVC RMSSLEEVIESHALLEIE2 rimiSHEO CRAVE 11MES DIAMETER OF COAD / FIFINS. ALL EXCTRICAL CONDIOT WATER PRO -EC -ION UNIT - 4'4 .1 :" L VALVE Q CONCRETE AWHOR . THR,67 BLOCK ::•v '=.. SHAL RIVE I* HIM, PIA, FOR 110 VOLTS 110 2- HIM. 0 A FOR LOH .4 VOLTAGE IZA-1• I � t. SSM , . • • . SEE CITY STANDARDS SHEET L-3, VIETAL it - (0-45n I 5 . Z H! THE ROJORD MAXICOM W"TCH 5Y5TE415 WAR -HE MAIN LINE FACE MZ16ATWH 074RX ROADWAY RARD56APE V MIN. SPECIFIED, THE MW.4M CAM M,5T NOT Cot INTO CONTACT ATM -OU= NEARITE MA4 HTO THE POWER SUPPLY OR VALVE MINNS, LOCATE THE KAA-SINGLED AND TA -W At STREET SLENE COIN GNU NEM INE MINN LINE AT A 4 OU=K POSITION. 00 DOW INTMAL' , R16HT-Or+lAY ONLY LCGAT KIRE� AT TM 15'(045ff� BEHIND S. IF MOM THAN ONE LINE 15 INSTALLED PER TRIff0t PROIAM 3 OCLOCK POSITION =11415HED 'A CRAVE -7 REQUIRED ON ALL A55EM]LIE5 c4ow-pzm ------- t j 0510.1SW HORIZONTAL AND VERTIC& SEPARATION. C11 RIGHT -OF LINE WIZUT i PIPIN5 4. ALL PVC SOLVENT WO SHALL BE $111 MMIER IS MAIN LINE -u' @ BACK-LL 15, MIN 10'(0 3N ABOVE CONOf SLAB PLAIN 22 1/�2* ELL 0 REWRIED ON MAIN LINE ONLY). L*V5CAPE AND MGM" IMPROVEMENTS WITHIN THE 6 451 CONCRETE aww DEDICATED STREET Ri6HT-OF+AY MAY FEWPIE M OPEN STREET PM41T C+ECK NTH CITY ENGINEERING DEPARTMENT 119 IN) FH%W SWIDE 4,0'fO IT) (0 FOR RMIREMINTS FIN15HEO GRADE < UPC 0 6. WHERE OPEN 5TRIET CAM ARE MWIRED TO MTALL VARIOUS - �J '. -, To V 11:5 MCA" LINES AND/OR AI ALL STREET PATCH16 WITHIN THE CM RISHT-OF-MY SHALL BE IN ACCORDANCE NTH CITY • iHARV%.A vj �-!-i PP1116 E 1`1711405 ELECTRICAL Q20 STA PARD ST42 OR AS DIRECTED BY THE CITY ENSINEER Ul 4. FOR LARGE I ALL IRRIGATION LATERAL LINES SMALL BE CLASS 200 PVC. T.RF WADS IF A LATERAL LINE 15 LOCATED WER A NNW SURFACA SCHEDULE 40 M 5 REQUIRED. FOR NOTES: RJWV -m (D A65EP45LY (49reater thm 2j0' MOffen) Oficiij -1D. TURF m 6 HO THERE 6 A OWa IN FIM MWTD( ALL IRRIGATION NOTES: NOTES; I. INNER CROWNS WOM ROADWAYS OR AW OTHER HARD SURFACE KAN U14ES LARGER THAII 2V (SORro) IN DIAMETER (PREVAIRE ALL ELECTRICAL HIRING AND HATER LINES SHALL BE INSTALLED 25' 1. 1EXCIEFT AS NOTED, ALL PIPPIS AND RrIEINSS MOLL BE GALVANIZED UNLE55 APPROVED BY THE I. ALL MAINLINES INSTAILLED SHALL M ES1 ASPER LINES) SHALL BE SECIRED NTH CONCRETE THRUST BLOCKS IN (0.1" DEEP IN A ScNECtu 4o Pc SLEEVE SLEEvE SHALL BE 2 TIMES RECREATION AV PARKS DIRE610t MANIFACILIRIS SFEC49CATOG AND SHALL BE A PART 45* TEE 45* TEE > AIC(ORRAN(C! WITH MANUFArIMS PIECOPIMEMATION AND DIAMETER OF ( OMOJIT !PIPING,. ALL ELIELTRICK CONDUIT SPIA.11. HAVE A5 DIRECTED BY THE MFIZATION AND FORKS DIRECTOR. I' MIN DA FOR 110 VOLT5 AND 2" MIN. PA FOR LOIN VOLTAGE BAr<FILL 2"VIA L-5�', 5RA55PTTN&5/NFM.E5 2. USE TM ON PIPE TAM ON ALL TH;EAMD JOINTS OR PULLSEL. _ --7 Or TIRE INSTALLATION SPEC[MATIOW. ELEVATION SEE CITY STANDARD SHEET L-5 FOR THRUST BLOCK DETAL 2. SLEEVE SHALL EXTEND 14(03W BEYOND WDRSCAPE ON ALL ENDS 4. ALL IW16ATION MAINLINE5 20 501*1 IN DIAMETER AND LATERAL LINE NOT F4615, APPROVED E01JAL BYRE RECIIIENTON MID PARKS, DlIMCM MILE. L5E EA.1 5 ALL MATERIALS 9144a OF NEW AND FREE FROM IMPERFECTIONS 2. ALL IRENCHINIS DEPTHS SHALL PER CITY STANDARD SHEET L-2� MEALS 0, I� ANO F. NqN LESS SWI BE SCALED LE 40 NO, IRRISATION MAINLINES OW-AlM 3. IMPROVEMENTS HTWN THE DEDICATED STREET R16HIT-ONLAY 5LENE VAL- 9. PORTLAND cam 6miIETIE Lem FOR miar MAY REMRIE AN OPEN STREET PERMIT CHECK WITH OTY THAN 20 OORW IN DIAMIEU SHALL BE TM PVC SORMILE 40 OR CON�)UIT PRINS, I BRA55 F n-IM55 10, W 4 SEE APPROVED LANDSCAPIVIRR16ATIM RAG ANO NIFFILF5 10' BLOCKS SMALL BE CLASSW AS HER APPLICABLE APPR74W SGUAL 13Y 7HE RECREATION AND FAR<5 DIRECTOR ENONEMN& PWARTMW FOR REWREMENM FINISM Aalli A T FINISHED LEGENDS MR SPECIFIC MODE. NIMM, SIZE OVANTITY, PROY15M OF 5W-noN w OF Tit STANDARD GRADS 10 (03W 4 WHERE OPEN STFMr CUTS ARE MOM TO INSTALLVARION 10. ANY AND ALL 01ANISIES SHALL BE APPROVED BY THE R15CREATICIN IRRIGATION LIMB M/OR WiFrA ALL STREET PATCHINS WITHIN SPRII ORAIX ~ACTUIREP15 AND PSWORMANCE W41JIREMEMM OND ONVI, SPIECIFICATIM OF THE C&O'C041A DEPARTMENT AND PARKS DIRECTOR PRIOR TO IMPLZMENTATOL WRIDANCE WrN CITY THE CITY SHALL BE IN S. ALI. M."TIONS "IV" e&YRM M TO PVC Im SMALL OF TRANSPORTATION, APPRwm amew EDITION. EA S 11. ALL IRRIGATION INSTALLATION SHALL BE IN A65ORDQYZ WTH FORawxPPlu CITY STANDARDS, THE LATEST AiPPROVED EDITION OF THE UNIFORM W LAW AZORD, 5 TO aW STANDARD SIENVARD ffr-i2 OR AS DIRECTED Ur THE CITY MWER. SLEEYIES W'" ra -SIP Clow, BE CONSTRUCTED WITH SCWTU 40 FEMALE AVAPTER OR 4^) APPROVED SMAL, BY THE MRIAIVION NO PARKS, DIRECTOR. 4.RMT MOCKS SHALL IME USED AT CHAN615 OF PLUMBINS COVE MANUFACTURERS RECOMMENDATIONS WOM S. ANY AND ALL "05 SHALL BE #PPROVW BY THE RWMA" ST -13. SEE &WRA'S SFECS 01WITIONI Mm Tm) CHANGES or VELOCITY M OF THE STANDARD SIPECIFICAMCINS, AND AS DIRECTED BY THE FOR Sm." FOR 5URFACE TREATM(T OR AND PAM DW;CrM PRIOR TO FIFLEPENTATICIN. 6. A 60' (MA) TINOK REINIFORCED COCMM SLAB 6 FEMALE acmm VALVES), AND PIPE MAP ENDS 111561EATIM NO PARKS DREGTM 7W HEADS 31013% A51 DIRMTED UY T -E 6. ALL MMIRM INSTALLATION 5HALL BE IN ACCORDANCE 4 GIVE= REZREATICK W PARKS CITYSTANDARDS, WAARM FOR A" WATER Mr.&TION mm MINE" 1. UNIONS AD Ok CLEARANCE SHALL BE IN PAW ON ALL SIDES 0: THE 5. MINEN -01RIJ61' BLOCKS AM USED, THE 51ZE AND LL ALL MIMAIL USED SHALL BE M% AND Ham FRAM OIRMTOR 20 OF THE SIANDARD SPMf"TM AHD AG, MECIM BY TME 15. SEE APPROVED LANDSCAPE AND ON"" MANS AND LWENDS LA LIKE 9d FOR SIPECIPIZ, MXEL NUMEIIER SIZE, aIANTITY, ~ACTURM KAGE IRRIOATIONCONTROI. RECREATION mo PARK5 mmim MACE NIDAS MMTW BY THE RECAWATICK NO PARKS SEE CITY L,4 TYPE OF TNE BILOCKING, MUST BE BASED am THE MAXNUM 7HPW FORCE EXPECTED Am THE LOAD - MARINI CAPAGITYOF THE SOL M WRE-1 WEIR TH!! RAIq I ALL MATERIAL USED SMALL BE to AND FREE PROR IMPERPECTIONE AND PeWIRE!fft. WES MNMM OX TAPED AT ISl 1. #U IRFUGAVON IM57ALLATION SMALL M #I ACCORDANCE WITH 6. ALL CONCRETE TfWr BLOM SNAM &E IN 14 W 011M CONOUIT OR PIPING MAY BE A"&1EV MAN LINE 10104,1�TNTIERVALS 6. ALL ELECTIZICAL INSTALLAETIM INITININ PARK5 OR CITY 51,41PARP5, THE LATEST ACCEPTED EDITION OF THE ACCORDANCE Win THE LATEST AFFROVED EDITION AT 40 LrZA-E RM, AT THE PARIQ*AY5 SHALL BE IN5PEC7E7 BY PUBLIC HM* NTMIX IRRIGATION PIPING OR COMM LINE TRENCH. UNIFORM PLUMBING COVE MAMIFACTURER'S REGOMMWATW OF THE UNIF UNIFORM PLimNS CODE 3 O'CLOCK POSITION. ELFRIGAL SIFEINISCIR. ALLAN SECTION 20 OF THE STAOVAM SPM FYATWK AND AS MULTIPLE LINES q. No OTHER OOHDUIT OR PIPING MAY BE &LORD WITHIN ELMTRICAL OR(CONTROL UNE TRE)OH. FROM NATIER DIRECTED BYRE RECREATION AM FORKS VIRWTCR. VETTER -� BACKPL.OH ASSEMLY TO VALr`5 & ANY AND ALL GW AS "a BE APPROVED BY THE •RECAEATION (2.01 00mr,) and lose) AND PAWS DIRECTOR BEFORE IMPLEPIDITATOK CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS LANDSCAPE AND IRRIGATION LEGEND DETAILS FOR PIPING, TRENCHING, AND BACKFILL DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR POTABLE DETAILS FOR THRUST BLOCKS TRENCHING, SLEEVING, AND BACKFILL WATER PROTECTION STANDARD STANDARD STANDARD STANDARD STANDARD MAN No. PLAN NO. PLAN NO. PLAN NO. PIAN NO. SW I or 14 Mff 2 OF -N L-2 off 3 OF L-3 SU 4 OF 14 L-4 mu -L- OF -M- APPOMM RCEIVIDOIX MT L-5 RCE XX)= DATE APPROV13D RMIDD= APPROVE D ACIE300= DATE APPROVED R0330CIM -%ewe% IV (031W FOR NOTES: 5FRA'lEAO5 3.0* t5 ­j 1. L% TEFLON PIPE ON ALL TREAM JO" NOTES: TOP OF `VALVE BOX ISE NOTE 03 ON 51 (036m) -a (95T) MAIN EXPANSION LOOP OR C.L. (5T) L N -E -1415HED 5QfiD[ r FOR amELM 2 ALL RISERS AND APPLES 5HALL BE SON, 60 PVC. ALL FITTINGS TOP MOAT SHALL 13E 660. 40 NCL. 5'AINLE-15 5TEEL rTTE M MEVtN, CURB (r'FE M-1, M-2 1IOT ALLOtED IN I. APPLY 50L AMENDMENT AS MR SOL TEST. 2. ALL TRE5 %IALL BE STAND 4THAEK 2.0'WO VIA MCVAM TIWATW) LOOSE F= M REMOVE WiStRY THIS SHE --T FOR ALL WIRES. GONTROLLER 3 ALL LATERALS SHALL BE a.A66 200 PVC, OR AS 3r4WRED ON PLANS. -A05CAPEO CONCRETE T= STAK15 FROM ALL PLANT MATERIAL DELIVERED TO THE ENCLO A)TOvATIC �4 60,150.1) SRIDE MEDIANS) 51-01K WAIL V 5TAMPIEF I'MOCT STIF NO 140M, HEM Tie STAkZS F-zx NFPLE (m) 4. WHEN IRRIGATION MAIDS ARE INSTALLED WITHIN EM&ANK143115, CONTROLLER 3O' 2', -OR SARK MILLI CONCRETE (190m, 3 CONSTRUCT MOND AS M511111W TO 5ftAIM PLAINTS STABILITY CONTROL 1011RE RMLIANT A DM VALYI! OR CHECI� VALVE 15 MXIRW TO FRVVW OWSM M (5T) OR "a = AND DRAIN VALV5 5HALL BE IH5TA-LW AT LOCATIONS AU-OMATIC 0 TOP MOUNT I"CHYDR05EED Z 0 SOD (SEE C V STANDARD MIK SLOPE 5NEET L-12) DVRW CONSTRUCTION 1145TALLATICK INSTALL TIMM ALM 4 ARBOR TREE SJARD OR APIRMW 82AL 6 WAM ARMIND RE BALL VALVE LAIM& LINE AS PIMSCRIBID BY TIE SPEC IFIED COVITIOM AND 5RALL BE CONTROLLER.STA NLE55 STEEL a- OF PLANTER ALL TR95 PLANTED IN LAM AREAS COMPION (LINE 51ZO WRE bo APPROVED BY 1+E RECREATION AND PARKS DIRECTOR PRIOR TO NTROLLER 51JI3455EMBLY X-NTROUXR--� 81JOBLEMBIPIPM SPRAY HEAD PLACEMENT AND M COB. 24' GRAVARIES DE �AVE STE, ST -b (or";F. EBdN REGIA 5 ROOF 01W SARRM IS IFAMW *" THE! IM MINK 15 50 ASW OR LS FROM AW HASIRFACE FLAOE DAPPER ADAPT FE AD PVC, - 40 (0.11 EL (TV INCLUDESW 1UQz PFI 1 1-25 2�5ANAL 5. ALL POP W WADS SMALL BE 20 OW FROM C"RFIT SLOPE, E ALL FORE16N < DISTANCE VA91M t ! . - PARALLEL ALONE, m EDGE OF HINV UFK4 ". PPLE PAST HIPPIE 5-R1f15 NTH FLAGARD5. ]WALL TOP OF WAD OJS' AV ASPHALT AREM ALL LARGE RAM IRRIGATION ff." (PART AL TO A OEM GIFTED IN 55F15CIFICATIO I` \ 6 KANTINS TAKET WILL EE PLACED W WW 53M FINISHED GRACE WAR ROX FOUNDATION I, FOLLOPS, ADD THREADED UNION= AW'A Ff, FOR FM19kW VRGAZ SKI BE 40 (M" FROM CONCICIT AID ASPHALTJ,NDSGN PART C RCMANPIV 'FOR AREA MOW STRIP (SEE CITY STANJAFD P, SEE DETAIL W" MA VIEW 15 FOR VALVE GRAPE HEI6HT of POP UP WADS SHAILL BE 1-6 FO",?&.E 000m) MIN. 60 (OBW MR LAM AREAS 5 -TABLET'S PER 5 GAL 118A Ii 6 - TAVI PER 15 SAL ftb U I 5CHI!PULr NIPPLE (T/V THIS SHEET INSTALLATION - MAL V) FIN15H--\ r LAY (039") FOR fARM I SLOPE WITHIN A LANDE/,APE AREA 94ALL BE FROM HAI iGhARDS STREET WITH 2% MINMJM NU 41 MAXIMUM ROOT GUARD � r 4 - TABS RR 20 fOh" BOX I AN MAIN PLAN VI ORALA: 1.01 (0-1W FOR mum COVElis %%H, x BARRIER ON51)MMY STRJEETSCAPE SECTION MANUFACTURER AND TYPE TO BEA 'VED INSTALL FOOT 3ARRIEF I ANY AM ALL MVIATIONS FROM THIS STANDARD SMALL W PAW15 PER CURRENT APPROVED BY TIE PECIREATIM AND PA" VMCTOR LINE LINE HIPPLE 1`010 6. lq� " PRET DIRGE 14WATIM HEADS ARE ADJAGENTTO ABALOINS BY R5CRZAT,ON NO PAWS DIRECT MANUFACTUREK5 01. ALL LANDSCAPE INSTALLATION STALL 1Z N ACCORDANCE NTH BRICK �X� WALL, LOGATE HIE.AVS Mk 4' 0OOmW FROM PACE OF BUILDING WALL TO /-DIRECT BURIAL -fou BACK Or IRRIGATION NEAR. S-MFIGAT1ON5 CITY STANDAPIN, MAKFAL11RERS RIECOMENDAMON, AND SECTION 20 OF THE STAN;0M SPOCKCATIONS. SHING. xw �;ONTROL V41RE5SIDE VIEW TO CONTROL MEDIAN SECTION & TIRM PLANTIN& IMTH ROOrrQUARD q ALL MATERIAL USED SHALL 19E NEK AM FREE FP414 THIPSM71M T TRIPPLE SWIMS VONT SMALL BE RAINBIRD SA SERIES OR APPROVED S5IUAL VALVES. 10 SIM A"WM LANCISCAP1511PRISATION FLW MR S ALL IRRIGATION CONTROL MINES VWROL AND WMMONII SMALL O REM! 120 -VOLT SERVICE LATERAL LINE & ANY NO ALL CHIANISM FROM M STANDARD MAL SETT SHALL IN C,'tVUI-. 24' CONCRETE SPECIFIC MOM NUIVEF5, NX PIANUFACTWER, NO PORPOM41XE FMREHNT5 11. ADD 2'OF PaeLE CUT K= CHIP MATSRIAL FROM OM "MQL VALVE BE 14 GAUGE UL. SINGLE STRAND COPPER PORE, TWW AND DAVILED AT 10'0j* INTERVALS AM PLACED W-49 THE P\/( LONG, 514EEP ELL - BY APPROVED BY THE RECREMOM AV PARKA opm-cTiCK 51717 A5 REQUIRED. CONCRETE IN, BLOCK ORE3114ASTE FAIGILTY OR APPROVE) MAL IRRIGATION KAXIME AT M 5 OZ4= POSITION. LANWE PADM Hr MaUmm 14miEttmg q. SE APPROVED CATION PLANS AND LE05M BLOCK WALL NOTIM: WE G" STAN ARDS SHEET L-2. I. Lm 11PLON ON ALL THREADED JOINTS, 6. ALL HIRE CONNECTIONS 5HALL BE 1447ERPROOF AM APPROVED -*,V FOR SPECIFIC YOM NUMBERE5, SIZE, awnw, MARFACTUREI;!S, l`IMfW GRAX AV PERFORMANCE REWREMEM a MIN SIOPE VARIES C.O.D. or PREVAI-INS BY THE RECREATION NO PARKS DIFECTOR. SPLICES WELL NOT MODEL. 515-2255 (5TRONC, BOX BY VIT PROXI-7`5) ir;s� 510 ST -q mw ov;r,,TTch 2- ALL NIPPLES WALL BE SUMLE 00 PVC, ALL FITTINGS BE ALLOWED LHJBSS AFFF40YED BY THE RECREATION AND 94ALL BE SCHEDULE 40 PVC. PARKS D111RECTOR, TIE APPROVED SPLICES WILL WALIRE THE WE OF A 5KICE EYOK OR APPROVED COUAL FIN SHED 6RADE IN TURF AREA' , Smyfi ILAS'nG ROUND BOX NTH BMT DOM 51VE PLA16 FOR S. ALL RRISATM CONTROL VALVES SHALL BE PLACED IN A PLASTIC IRRICAT16N CONTROLLER ENCLOSURE COVER, USE 51AIIILEE�5 BOL- NUT A'0 KA&M 131 W) OR -PAT BRAND 'CCV" ONTO L�. TRIS 5-AKE3 IRI CONTROL VALVE BOX NTH VALVE 112 TAG, THE TOP OF 1. MAINTAIN 20 (064 SEPARATION BETWEEN P� THE VALVE BOX SMALL BE 2D* (WmW BELOW FINISHED GRACE IN TUPEI COMM VALVES (CEN MINE To CENMERLIW YM MORE THAN TEE 150 -SHEET �11 5TRP (EEE IT- P HOHOM TRIM TIE M04 OR APPRI AM 2,0' (�5 ABOVE FINISHED GRADE IN FLAMER AREA, THE ONE VALVE 15 11,115TALLED IN THE SAME LOCATION. HO 006](COUPLER KEY NITAPIAL: E51B LA7MkL CONNECTION AS 5HOHN, KE' 46T CLEAR VALVE BOX INAT79PROOFIN6, EGUkL 2 TIES PER STAKE. (3 TIES AS NE97-V) na sTma- LoaATS PIASTIC, FOLLOHNS VALVE 80*5 AM LIPS OR APPROVED EGUAL. MST 13E ARE TO REPLACE VALVE WITHOUT CUTTING AM 083PIED ACCEPTABLE. MY DEVIATION FOR THE ACCEPT® B0>0 IRRIGATION LINES OR MWNS SOX LINE THREADED SAMW m- NOTES: FINISHED CRAVE N 51-M AREAS 51­CP`- WITHIN A LANDSCAPE AREA SHALL BE FROM WALL P`ANF`AGTPX-R AND TYPE To BE APPROVTED TOMR05 517CIET WITH A M141KH AND 1:1 MAXIII)PI. B' RECREATION AND PARKS rlRrLTO;Z %zw f STAKES) �- (SEE NOTE 02 AND VIFrAILIU SFRW AM LIDS BELOW MET BE APPROVED BY THE RECREATION AND PARKS DIRECTOR WHERE POSSIBLE, LOCATE VALVES IN THE "fFER AREAS 1. USE SCHEDULE SO PVC C411OLIT NO AN ENCLOSED 5. ALL IRRISATION INSTALLATION SHALL NOTE STREETSCAPE SECTIO ON -Y ALLOWED H TNN C04M MOWMMT LOCAT ON5 @ 1FUNK 6U&IW j rrK TURF my HAIM GARGLE VALVES: NIVS, PIRO teKlm 14'XIIII" M. ALL IRIWATION INSTAILLATM SHALL BE IN AVOI WITH BE 94 �MANCE WITH 1k CITY STANDARD% THE LA1157 EDITION OF THE CALIFORNIA z Caen;mT o5l O&W may, CLASS 13, wiamTE SLAB AS PUMNS (STANDARD TYPE SIDEWALK) - HAIER 3ASIN 5ASN at' TERM F.6 CORRUGATED VALVE BOX WITH BOLTDOI�,INJ C4Pvm COM, AND KWACTM" Wa+MAT*K SECTION 20 OF FIN5HW- CUICK CaPILER VALVE 4.0' BERN FBI 617Y STANVAADS, THE LATEST APPROVED EDITION OF THE UNIFORK REWRED TO RECEIVE THE PEDSTAL MOMIT I RR16ATIOR CONTROL GRADE d&= PROc:)Fl aACK COUPILM NOS PRO RRIeS 10' ROUNIC) PL1MBINS CODE, MA&FACTURERS RECCHPOIDATIONS, 5WnCN CoORRUGATIEP VALVE IBOX HT4 BOLT 000#4 COVIEW. 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTE17 Of TIE THE STANDARD SPEcIFOATioNS, AND As mRECTm w THE CLOCK. COMPACT 05'(W* BASE TO Wz RELATIVE RECREATION AND PARKS DIRECTOR 5TINK-MI-1 STEEL CLAMP DENSITY Pom To or CZNCRErE SLAG,. NOTES! (RAJSW PLANTERS AND RETAININS HALLS) (100-j HIRE FIA BOX; N1�5 PRO SERIES 15'X20- J*490 RECREATION AND PAWS DIRECTOR S. ALL FJWATIOK CONTROLLER ENCLOSURES 5NA4.L BE TOP MOLNIT, 6. ALL MATERIALS %K.L BE MEN AND FREE FROM DEPEO15, BRICK SUPPORTS 1. SEE APPROVED LANDSCAPE I IRRIGATION L PROVIDE FOSrE DRAINAGE 0% MlN1Mt1M TO 4:1 MAX) _GROWN OF TRE TO BE 05'(&* ABOVE F5. -L RER,TAINGULAR VALVE SOX WITH BOLT DOM COVER. 10. ALL MATERIALS VISED SHALL BE W4 AIV FIRM FROM MPECTS. OF A VANDAL AND WEATHER RESISTANT` MATURE, KANUFAfTURED PLANS 914+ 80 TRIPL�- SHINS JOKr ENTREILY OF 504 ERODE STAIXE55 STEM AND LEGENDS FOR SPEMC MOM W40M = NIPPLE NO 9JANTITIES MANUFACITURINS AND PBRFORMA)ICE IN ALL FILL AREAS 2. q& (00m) KIM CONCRETE WON STRIP 5 RMI1RED FOR ALL rc'SEE NOTE 0b) 4 INSTALLATION OF EXTRA IRRICATION CONTRA HIRE FROM IL ANY AND ALL CINWISM SHALL BE APPROVED BY DE RECREATION 4, POINED CONCRETE ME - F HIM, THICKNESS. EXTEND COCRETE 6* RES)IREHEMEM MAINLINE LAW AREAS ADJACENT TO PROP05M OR EXISTING WALL PER 5. ALL MATERIALS USED 9441 BE INEH NO FREE FROM PLANUS TABLETS A (521 NOTE #b) IRRISSATION CONTROL CLOCK TO REMOTE CONTROL VALVE 15 AM PARKS DIRECTOR PRIOR TO IMPLEMERrATICIN. REGIVIRED FOR EACH MANEPOLD MUNDLE OF VALVW. EXTRA TRIPLE SIM JOINT BEYOND omm DIMENSIONS OF ENCLOSIRE INTH 1/2% SLOPE 6. MY AND ALL C"M I" THIS STANDARD SELL BE $4 x �6" RMAR 5TA<Z5, FOR DRAINAGE. APPROVED BY THE RECR-.&TION AND PARKS DffTLTOR PRIM FWJRED CITY STANDARD 5HEET L-11, DETAIL W. IMPERFECTIONS. S. WALL HATER PROOFINS is Rmmw PER ary STANDARD HIRE SMALL HE A DIFFERENT COLOR THAN THE ONE USED TO 12.5M AM9VAD I.M25GAPURMISATION PLAINS AND LESM TO ANY TYPE OF CONSTRICTION. LANDSCAPE FABRIC -AT3RA­LNE 518T'L-11, DETAL MI 6. IF CURBING AND OF C4400M FOR LANDSCAPE MITER MEDIAE ARE NOT EXISTING SM APPROVED CIVIL ENSOMM IDRAHMM SOIL of RcarBNt HE" OPERATE VALVES (ONE COLOR FOR ALL VALVE WIRES, I ONE COLOR FOR 5FEURG MODEL Weft SM aANTITY, MANVACTIRIERS S/4- POCK, I CUBIC Fr. 4. ANYAW ALL CAV46M SMALL 13E AFF97,W BY THE OF ROOMM TYPICAL. SHRLD FOR ALL EXTRA HIRMJ NO Mr-ORHANGE REMMPIlift®I POP IJP RAY 2 matt-rh M,� -- 0 001UPLm RECREATION AND PARKS OPECTOR PRIOR TO IM�ATION. 1. 4 0'612W MIN MILANTEINIS AREA WIDTH11 STAKING DETAIL KI PL suThu s r�rsN CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAILS FOR REMOTE CONTROL VALVES DETAILS FOR TOP MOUNT, STAINLESS STEEL LANDSCAPE AND IRRIGATION DETAILS FOR LANDSCAPE DETAILS FOR MEDIAN ISLAND PARKWAY, WATERPROOFING DETAIL FOR TREE AND CONTROLLER ENCLOSURE VARIOUS IRRIGATION HEADS PLANTER WALL, AND RETAINING WALLS SHRUB PLANTING STANDARD STANDARD STANDARD STANDARD STANDARD PLAN PLAN NO. PLAN NO. PLAN NO. PLAN NO. SHr 6 OF 14 !NO" L-6 I Sm 7 OP 14 1 L-7 SHT a OF 14 L- DEET 9 op 14 L-9 OF M4 AMOVM Rmxxxxx L-10 APPROVED DATE RIOSIDOIDIX OATS APPROVED RCE300M DATE APPROVED RXEMOM 0.51 05" RAD. (15ff(r) NTER-NE 9N 51-CIR (0-15m) TPIrALAL1­5I)[E5 -7 im oB.=,n%er IS TO GOTTEN THE VISUAL IMPACT OF A FENCE OR KALLIED FRCWA6E. DeMPTES AREA WHIR ?QVIAX ACICePrABLE PLANT MATERIAL SHALL BE SELECTED TO PROVIDE A PLEASINS LAND$, -APE WITH LOW NOTES: OF FE141E CRAVE FM LANDSCAPNIS MWE FOR ZXTRMr OF PLAKT� AFMW-A�). AFRMZA�.% MAINTENANCE REWEREMENITS. LAJV5CAPE PLANT MATERIAL COMEMPIATIONS SHALL BE I. A PLANNING DEPTARTMENT' APPROVED CONCEPT PLA4 IS. REWIRED PRIOR TO SUBMITTAL OF WALL IMPRVM4W PUTS. r, THINE LMM SHALL. BE L"MIX WW -Ad' W REVIEWED AND APPROVED EW CITY PARKS DIVISION- StAJM ARTERIAL MT14 APPROVE NASD SURFACE TREATMENT.LSV CAP PER APFRCVE2 -­, PLAN 2. FOCTIMS TO BE CLAM V CONCRETE TOB ,*-rAAIN LINK FENCE 10 11-1mm ME NOTE #3) OR COLLECTOR Or 7REM OR OTMR MATURES MAY BE LrHMW A SEPARME ALMOMATIC IFIRI&ATION SYSTEM 15 RIEMIRM. PIE TO 5R5.1 LAMER 1PUG1OM, CONCEPT FC = 2S 012PIPA). OR HOOD FENCE HOW S -OF sa i I 5 FINISHED CRAM DIFFERENCE ON EA04 SDE OF THE WALL SHALL NOT EXCEED O'(0 -:W. 4 CIRCUIT ALL CELS TO 2D'(OAW ABOVE HIGHER NR AVE. ClOWIRIETE MOW raml 05' RAD. 6") ED I 1 #4 o 32'(C.bm) 0 5. GROUT ALL CM I CONTAINING, REBAR, MUM BOND 6M*APEATZ I FROM PLAMM rTYPVAL ALL 51DB (5�E NOTE ) I 05' RAD Omni F NICHED TYPICAL TOP 51VE5 GRADE 1% MIN.- 2% MAX FALL t 771 D�NDSCAPRIC. �-N F HORIZONTAL SEAMS, TO TOP OF KA41. 6. A MINIMUM OF 25% OF STREET SIM M06OW TO 13E TEXTURED. 1. TOP OF HALL 6PIAVIERT TO MATW P. TO A PAXKMI OFOhl%SLOPEORSI To MEET R56W FBIfS AWAY FROM rLAY"6ROM zi,e Ott Rt 3�. . . . . 5.-O.(15W LAWN ....... 5AND 6.0'050tml THICK EARTH I LIMITS WITHIN MEH21A STA- WHIN HAROSC,AFS Is, PSN GATE 5RUE! C- �vE 510151A K (ARIES OR MA5Mr WALL 6.0" 60' If," �Ohm x O -2m x 0.4m) AS DIRECTED BY CITY B46NMX b. BEARINS SOL SHALL BE COMPACTED W WS OF MXHIM DRY PM511Y AS 7-7044MV BY ASTM D -W TO A Or, OF 10 (0-%r,) IMLOK BOTTOM OF FOOTING. COWR---[ Hloi`4 STRIP W "mss 151-66<5 MOA STRIP AT ViAIN, LINK 'e WIDTH VARIES q. WATER PROOF SIWACIM& WITH O.Z'(6,04� "M A5PIALTIC WATER 9WOF COATING, OF APPROVED ISzk AS PER BOTTOM OF SLOPE TREES 15�20'0.C­ CITY STANDARD SHEET LA DTEAIL O. COAT ONLY THAT PORTION BELOW PAD FOOTING (027t) LOT GRADE DOWN TO 3LOCK WA -L LCOMPACTED EARTH APPROVED 10. FOOTINISS"UNOTID(GEED7HENEVERSHO) ONTHE Oz FE,4GE- WATERPROOFING, ON LOT 5VE (a PLAYGROUND '--SvI, r OR rim A =e 13 DRILL SI -E AREA M.AJ6 BY MORE THAN 20l-'04KI. AJW FOR1+IORK 14155CESSARY TO MAINTAIN TH15 FOOTING HION SHALL BE MOKTTE FINISHED lz�l NOTES: HARD 51WAGE TREATMENT: DENOTES TOP OF GRADE AT LEAST 16'(04M) OR THE VEPTI4 OF THE 051 R&D 05rrH LOT CRAVE 1. CONSTRUCT A DEEP SCORE WINT A') AT EVERY PENCE F09T NO TYPICAL. -OP SIDES DARY 15'(4" ON ALL OTHER 6OWRZIE SURFACES. 50% MIN. PLANTER AREA ACCEF-rA15I.-M HARD FENCE OR 15% MAX. PLANTER ATEA SURFACE TREATMENT FMH T 1 -1 _V) Fwnms, HWCNEVIER r. LESS DESIGN CRITERIA: 2 2 ALL AREAS TO RECEIVE CONCRETE %W1 BE COMPACTED TO AS APPROVED BY I. C014CIIIETE MASON" LIMIT SRADE V. MEDW M55M (SEE #5) -M RELATIVE VD&N 190Z A DEPTH OF 05 (WW OR AS \ (02W RECREATION AND LETAIL QF IvWIAN PARKS DIRECTOR #4 6 52'(0 15m; Or OW INTO FOOTING &OINFORME, TO ASTM M. 2. REINFORCED STEEL =GRADE 40. -COYPACITED APPROVED BY THE RECREATION AND PARICS DRMCTM Fill � GRAVE 3 TOP OF MON 571W SHALL BE 10 tl%wo) ABOVE FINISHED 1. AIS' HIM. BORDER or HARD SURFACE TREATMENT 5 REI ADJWW To THE BWK OF CIM JIROUGHOIjT Zoe S %-Wo A ........... . ...... I 3. MAXIMUM SOL BEARING, PREF = IOOOPSF (b4MPA) i WHERE NOTH IS LESS nm 125, w,,am mw E To iL 0 PLANITER P" HARD SiRrAm TREATMENT ONLY wxmm 4. WIND X516N E, 7OPPH AMPH), EW05M -V GRAM WHEN AUJW" TO TURF AND 20 (50rW ABOVE 3 HARD SURFACE TIMATMERr ONLY MST BE INSTALLED WEN THE MINIrPIUM NM DOM NOT OCCUR FOR 50 CONSECI)TIVE FEET LANDSCAPE PLAINITIN6 (%MW ONLY) j /0'-S' 14M AM SEISMIC ZONE t'. FOOTING, FINISHUP GRADE *0 VJACENT To nAM 6D, (150m) 4. -/ 4 NO SHRUBS MILL BE ALLOWED IN PLANTER AREA INITHOIR PRIM APPROVAL OF RECREATION *0 PARKS DIRECTOR CLRBA56TTER 5. WIDE LANDSCAPE PLANTINS, AREA (7REE9)S+IRUI9G) 5 STAMFFED GONOiEff IN57ALAIM SHALL VOMAMEIV S. SUBDIVISION Kkl 6&&- 5A APPROVED A55 -HCK rONCRETMF WHERE THE GRAM ON THE LOT $IDE OF THE HALL 15 MOW STRIP THAN THE allM ON THE STREET SIDE OF THE WALL, MTER BE TO 9PErWATIONS OR APPROVED EW& -SIDEWALK ARE4 6 `SPRAY HEAD' TYPE NWATION REOR5 THE IS' WRO 9IMME TREATMENT ALONG TINE PERIMETER OF TEE M.ANTM To BE ELM/A71 PITS SLOPE) INWARD TOWARD KAID TILE AMD ,M,An%6TM�5,!N5,T ISKANIg; IN 1%jQ "I SOLID THROUGHOUT SIGN. PROCIFIND 6 W.01811D SEE CITY STANDARD SHEET LA MTAL 61 FOR K47M PROOFNIS REMMIM43M THE PLANTER AT 2% 142112b- -1 IRKWATION 15 ENCOURAGED 110MVER, N STREET IL, SKNA5 DUED 2% FALL, -PRAY HEAW TYPE 5 ALL GROt*V 4&, Z & LL SE MIVW,*V 7. No CLIMISINIS V1m5 SMALL ee Umm TO SCIUMN 1. AREA BEI)IMIR BACK OF SIDEWALK AM KUL 10 'A 55 STAINLESS STEEL WALL AWAORS JOV X 2-V21 HNNIUM. MOUNTED TOP AM BOTTOM EVERY WFUZ14 TO THE WALL WITH EPDXY AND SHN-1- BLOCK HAL S. A 11jO' (02* NDE CONCRETE WN STRIP 5 FeaqRM FOR ALL 8 COLOR OF C04REM OR OTHER KMID SURFACE TREA7MW SHALL BE DETERMINED IN COB&TATICK WITH M RECREATION AID OR F5" AT PROPERTY LIM 5MLL Be APPR4YW Wr OITY PAG" DIVING% WALL OR Farr- LANDSCAPIM IF PROWASE 19 LESS THAN 100 4 ALL FLAMM 04IU86i TRMW SNALL. HAVE AN & W LAADWAFt *IA" al! PARK5 DIRECTOR HAVE NO VOIDS BETWEEN 918NA6E NO M�L­ OR FENCE LAM AREAS AV.WEW To AN EMSTING, OR PROPOSED FENC&WALL F C17Y STAVARD SHEET L-14 DETAL W 4 V LJMAR rMr, TM AREA W"3N IDeAUKALL AND MVI-Amt.4, ajSBLm ALLCHIM AW WINIZATTI! 50154ALIC SALL BE L PE q. A�K�AMA AREAS CAN FREE FORM NO )SHOT UNITED TO RBCTANSULAR VACK OF C4AW 5HALL SWEVE CGMWM 5. FW&ArGTN SYSTEM SHALL MW A SEPARATE EXMVW TO ne IFA61! OF KNEE KEPIE W -V OR *21PEOLLAR J I -- NIS -W GRACE 6 W NO ALL C+Wr-e FROM TH15 STANDARD MFAL SHEET SNKL R APPROVED BY THE 11109MATION NO PARKS DIRECTOR n M W ENT POW OF CCNM:7� A NTEA'I OV9WfiD IRRIGATION 19 ACHIEVED. 2 60DUM COVIEZ PIAT EE LEW ONLY MEN GRILL SrTZ MONTAGE 15 LISS TPAN 100 WMAL 10. 06TALL MONER RAW AT ALL MEDIAN BREAKSPREPEIZABLY AT LEFT TURN POCKETS ADJACENT TO LAW AREAS) DISTANCE ,SEMIRN BACK OF SIDEWALK NO PENCE b SHRUBS AND I SMALL BE SPA.® NO FEET AS M� PARALLEL TO M ADUArEhIr IL COMPACT 05'00aW DAM TO 110% RELATIVE DENSITY BELOW ALL HARD56APE atom= 0.. CLOSER INANX TMIR FULL 0WICTIA AT MATUP111Y. STRWr. D. WIN RAW RBZFW ON ALL ENDS Or MEDIA* (2 MOM RAMPS PER &.NID) :7. GOPwRE1E low, -RIP AS PRIOR TO 026TRUCTION.'z T. ALL CMMTE SHALL BE CLJ$% V IN ACCORDANCE WITH P1WHER Ml CITY 5TANPARPro, THE LATEST EDITION 1/4' FIT I I= Pr 1W FM rr 1/4- IFTJ is- • RErUFM PER DETAIL L-11 #4 Hi A 0 N OF 515911ON V OF TEE Fm-- M � STANDARD SPECIFICATION, AND Ab APPROVED BY THE W44TATM 2"1 13 151 2 LOVIfTIVINAL N .1-000 T RIP AT NO PARKS DIRECTOR =!AN 6. MOW 51W ALONO HALL SMALL NI PLASTER U CONITINLOU. q MOM STRIP 94ALL 06TALLM SECTION A -A #4 a 16" (04re) DC. BE AT ALL PROPERTY LINK 5ErTION 5-5 SECTION C-r- MoV4 RAMP NO PLANTER PLANTER 4 'NRF AREA R a REVISIONS REVISIONS CITY OF BAKERSFIELD CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS DETAIL FOR CONCRETE MOW STRIPS DETAIL FOR TYPICAL LANDSCAPE WALL DETAIL FOR at ,/ & PLAYGROUND SIDEWALK LANDSCAPE LIMITS WITHIN MEDIANS OR FENCE SCREEN MASONRY WALL NON -RETAINING OF C M -W STANDARD STANDARD STANDARD STANDARD PLAN NO. PLAN NO. PLAN NO. PLAN NO. SEU 31 OF 14 wu 12 VE, 14 L-12 H su op 14 L-13 14 op 14 APPROVED 11 1 4f L-14 APPROVED RC13XXKNX DATE APPROM RCR� �Ts 1 ME APPROVED RCE300M DATE PM: RDM Meyer No. 28104 Exp. 341-j-0 Mill CITY OF BAKERSFIELD SHEET NO. Drawn By: RA AutoCAD File: COB08002LSI Civil Engineering,Inc. Inc Cd MILL CREEK LINEAR PARK LANDSCAPE akers OF File No: ARCHITECTURE COB08002 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Life as it should be. LANDSCAPE & IRRIGATION CITY STANDARDS Date: 15 Phone 661-836-9834 FAX 661-836-9761 Richard D. Meyer RCE 28104 "Tj-,:2 RALPH ADAMS A.S.L.A. #2000 1/15/09 Date 0 Rev. No. Date Revision Description Approved By 1`0 11 1'2 1'3 14 115 116 1.7 1,8 1`9 20 21 22 23 24 ?5 2 6 29 30 c2.1 ON n -e ME Landscape Specifications General Notes: 1. Scope of work.- Complete all landscaping work as shown on the drawings and as specified herein. 2. General requirements: A. All plants furnished by contractor shall be true to name. Conform to standardized plant names by American joint committee on horticulture nomenclature. All work shall conform to applicable requirements of American Association of Nurserymen, Inc. standards. B. All nursery stock and other plant materials shall be subject to inspection by City Of Bakersfield Parks Division prior to being removed from containers and placed in ground. All plants shall be free of disease and insects of any kind, and all necessary inspection certificates shall accompany each shipment as required by law. C. Provide plants of normal growth and uniform height, according to species, with straight primary trunks and well-developed leaders, roots and tops. Heeled -in stock or stock from cold storage shall not be accepted. D. Provide plants of sizes specified or listed on drawings, size stated in each case being interpreted to mean dimensions of plants as it stands in its natural position in nursery without straightening of any branches or leaders. E. Provide legible labels attached to all plants, specimens bundles, boxes, bales, or other containers indicated botanical genus, species and size of each. 3. Preparation of subsoil: When subgrade has been established by others and approved, smooth over to remove ridges and depressions so surface is parallel to finish grade. 4. Grades: Finish grades for all project prior to planting or hydroseeding, unless otherwise approved by the City Parks Division, shall be no less the %' below hard surface, and not more than 1" below hard surface, i.e. cement slab, sidewalk, concrete header. 5. Digging and shipping of plant material: A. Exercise extreme care in digging, transporting, handling and packing of all plants. B. Handle plants so roots are protected at all times, and delivery is in open vehicles, cover entire load, but not be so tight as to cause heating. C. No plant will be accepted when ball of earth surrounding roots has been cracked or broken preparatory to or during the process of planting or when burlap, staves, ropes or platforms have been removed. Protect root balls from sun and wind by covering with soil or other suitable material if not planted immediately on delivery. 6. Planting areas: Planting areas mean pits for individual trees, shrubs and vines or lawn areas shown on drawings or specifications. Locate all such areas shown on drawings and stake out for approval by City of Bakersfield prior to planting. 7. Preparation of lawn and groundcover areas: A. All topsoil brought to the job shall be a fertile, friable natural sandy loam, without admixture of subsoil material, and obtained not more than two or three feet from the top of the deposit and from a well -drained arable site. It shall be live soil and contain a normal amount of decomposed organic matter and shall be free from heavy alkaline soil, coarse sand, stones, lumps, tools, sticks or other foreign matter. B. Soil amendments: All areas to be planted and irrigated shall receive soil amendments. The following soil amendments shall be incorporated per 1,000 square feet of soil surface area. 1. Four (4) cubic yards organic amendments. Materials shall be organic wood based product consisting of redwood or fir only. Material shall contain no manure of any kind, weed seeds, or any foreign substance.Maximum particle size shall be 1/4", Product shall contain a minimum 1 % available nitrogen. 2.200 pounds agricultural gypsum. 3. 10 pounds soil sulfur. 4. 150 pounds Gro -power Plus or an approved equal. C. Any soil brought to site must be from an area approved by the City Parks Division. D. Over prepared subgrade, topsoil shall be spread to such a depth that seeding or plants, and after area has been compacted and planted, surface shall conform to lines and grades designated. E. After spreading topsoil, condition with commercial fertilizer at the rate of fifteen (15) pounds per 1,000 square feet, which shall then be thoroughly rototiled into the topsoil. F.After topsoil has been spread, the area shall be lightly raked to remove all additional stones, roots, lumps or any other foreign material. The finished surface shall be loose, smooth and pulverized. 8. Lawns: A. Seeding: The preparation of the subsoil and lawn areas shall be done just prior to the actual seeding which shall be done at a time favorable to the growth of the grass and only at the time approved by the City of Bakersfield. B. Hydroseeding: 1. Prepare seedbed as previously described. 2. Hydroseed mix for turf areas shall be as follows: 1/3 Unhul►ed Common Bermuda 1/3 Creeping Red fescue 1/3 Kentucky Bluegrass 3. Mix shall be mechanically applied at the rate of 450 pounds per acre. 4. Mix shall include the following Wood Cellulose Mulch: 1800 pounds Ecology Controls "M Binder": 500 pounds per acre 20-10-5 fertilizer: 500 pounds per acre. 5. Hydraulic equipment to be used for the application of the slurry mix shall have a built in agitation system to agitate mix and entire unit shall be mounted on mobile unit. 6. The operator shall spray with a uniform visible coat using the green color of the wood pulp as a guide. The slurry shall be applied in a sweeping motions, in an arched stream so as to fall like rain, allowing the wood fibers to build on each other until a good coat is achieved and the material is spread at the required rate per acre. 7. Prior to hydroseeding, the area shall be irrigated in order to provide a moist seed bed for the hydroseed application. 8. Hydroseed areas shall receive several consecutive waterings the day of the hydroseeding to thoroughly saturate the soil. 9. After initial irrigation, water shall be applied as often, and in sufficient amounts as conditions may require, to keep the soil wet and until germination is complete. C. Sod: 1. Prepare seedbed as previously described, but work for a surface W lower than surrounding paving. 2. Spread a layer of complete fertilizer (same amount as label calls for new lawn). 3. Unroll delivered sod on prepared seedbed. 4. Lay strips parallel with strips end staggered as in a bricklayers running bond pattern. 5. Press end of each strip closely against the end of the last strip. 6. Roll with half water filled roller, weight not to exceed 250 pounds. 7. Water until rots have been penetrated deeply into the prepared seedbed. 9. Planting: A. All trees shall be set slightly higher than the finished grade. No filling around the trunks will be permitted. B. All shrubs shall be set slightly higher than the finished grade. No filling around the stems will be permitted. Topsoil shall be carefully tamped under and around plants to fill all voids. C. Bottom of all plant area shall be loosened and a layer of topsoil at least two inches in thickness added to each pit so ball or roots will rest thereon when plant is set to required grade. D. All trees shall be planted in pits at least one and one-half (1 - 1/2) feet greater in diameter than their ball of earth or spread of roots. When the tree has been properly set and inspected, the pit shall be backfilled with topsoil to which has been added the bonemeal and gypsum at the rate of fifty (50) pounds per cubic yard of topsoil. Soil shall be thoroughly tamped and watered; after backfilling, a mound of earth shall be formed around the edge of each tree pit in order to form a shallow saucer. E. All trees 24" box and smaller shall be surrounded by stakes, se details. F. All trees within turf areas, shall receive Arbor-gard or approved equal, trunk protectors. 10. Mulching: After the work of planting has been completed and approved, all shrub beds shall receive a top dressing of Forest Humus (1") one inch deep. 11. Planted area boarders: All planting boarders shall be 6'W" concrete strips. See City standard L-11, detail #O -O. Where turf is adjacent to a wall or fence, a 9"x9" mow strip is required. See City standards LA 1, detail N -N. A 6"x6" mow curb is required anywhere City maintenance responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon beginning of construction of next adjacent phase. 12. No shrub shall be placed any closer than % is diameter at maturity to any hard surface. Final placement of plant materials shall be approved by the City of Bakersfield, and the City reserves the right to require the deletion or addition of plant material to achieve desired plant density. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor PM: RDM Drawn By: --- RA AutoCAD File: - COB08002LS1 LANDSCAPE File No: ARCHITECTURE COB08002 RALPH ADAME A.S.L.A. #2000 Date: 1/15/09 Rev. No. Date Revision Description Approved By Irrigation specifications General Notes: 1. Scope of work: Includes furnishing all labor, materials and equipment for the proper installation of the irrigation system. The work includes, but is not necessarily limited to the following: A. Trenching and backfill. B. Automatically controlled irrigation system. C. Test all systems and make operative. D. "As -built" drawings. 2. Guarantee: All work shall be guaranteed for one year from date of acceptance against all defects in material, equipment and workmanship. Guarantee shall also cover repair of damage to any part of the premises resulting from leaks or other defects in material, equipment and workmanship to the satisfaction of the owner. All repairs, if required, shall be done promptly at no cost to the City of Bakersfield. 3. General: A. Permits and fees: Obtain all permits and pay the required fees to any governmental agency having jurisdiction over the work. Inspections being required by local ordinances during the course of construction shall be arranged as required. On the completion of work, satisfactory evidence shall be furnished to the City of Bakersfield to insure that all work has been installed in accordance with the ordinances and local code requirements. B. Approval: Wherever the terms "approval" or "approved" are used in the specifications, they shall mean the approval of the City of Bakersfield in writing. C. Before any work begins, a conference shall be held between the contractor and the City of Bakersfield concerning the work under this contract. D. Coordination: Coordinate and cooperate with all other contractors to enable the work to proceed as rapidly and efficiently as possible. E. Inspection of site: Contractor shall acquaint himself with all site conditions. He shall call U.S.A. prior to construction to locate all underground utilities. Should site utilities not shown on the plans be found during excavations, contractor shall promptly notify the City of Bakersfield for instructions as to further action. Failure to do so will make the contractor liable for any and all damage thereto arising from his operations subsequent to discovery of such utilities not shown in plans. F. Protection of existing plants and site conditions: The contractor shall take necessary precautions to protect site conditions as they exist. Should any damage be incurred, the contractor shall repair the damage to its original condition. G. The City of Bakersfield reserves the right to reject any material or work, which does not conform to the contract documents. Rejected work shall be removed or corrected at the earliest possible time. H. The contractor shall make necessary adjustments in the layout as may be required to connect to existing stubouts. Should any such stubs not be located exactly as shown and as may be required to complete the work, the contractor shall take responsibilities to locate all stubs and make the connections. 1. All work is subject to inspection by a City representative. Any work covered without the approval of the City Park Division is subject to being uncovered for inspection at the discretion of the City Parks Division. J. Final acceptance: Final acceptance of the work may be obtained from the City of Bakersfield upon the satisfactory completion of all work, thereby prompting commencement of the maintenance period. K. All points of connection for electrical service for irrigation systems shall be independent from traffic signal power source/street lighting power source. A single line schematic for the electrical power supply for irrigation systems shall be reviewed and approved by the City Engineer prior to the start of any landscape/irrigation installations. 4. Materials: A. General: All materials throughout the system shall be new and in perfect condition. No deviations from the specification shall be allowed without the approval of the City of Bakersfield. B. Plastic fittings: All fittings to be schedule 40 Polyvinyl Chloride (PVC) standard weight as manufactured by Sloane, Lasco or an approved equal. C. Solvent cement: Compatible with PVC pipe and of proper consistency. See City of Bakersfield detail sheet for acceptable installation procedures of all aspects of irrigation. 5. Point of Connection A. In the event the point of connection to the city water supply is to be somewhere other than where specified on the plans, the contractor shall receive written approval from the City Parks Division prior to installation of the point of connection. B. The water meter for the landscape irrigation shall be located in the landscape area shown on plans. C.When possible backflow presenters shall be located in planter areas. 6. Installation A. Excavating and trenching: 1., Perform all excavations as required for the installation of work included under this section. Including shoring of earth banks to prevent cave-ins. Restore all surfaces, existing underground installations, etc., damage or cut as a result of the excavations to their original condition and in a manner approved by the City of Bakersfield. B. Pipe line assembly: 1. Install remote control valves where shown and group together where practical. Place them no closer than 12 inches to the walk edges, building and walls. 2.Plastic pipe and fittings shall be solvent welded using solvents and methods as recommended by manufacturer of the pipe, except where screwed connections are required. Pipe and fittings shall be thoroughly cleaned of dirt, dust and moisture before applying solvent with non -synthetic bristle brush. 3. Pipe may be assembled and welded on the surface. Snake pipe from side to side of trench bottom to allow for expansion and contraction. 4. Make all connections between plastic pipe and valves or steel pipe with threaded fitting using plastic female adapters with schedule 80 nipples. See details L-7 and L-5. C. Sprinkler Heads 1. Install all sprinklers as detailed In City of Bakersfield L-7. Sprinkler heads adjacent to curbs and other paved areas shall be to grade. Sprinkler heads which are to be installed in lawn areas where turf has not yet been established shall be four inches above the proposed finished grade during establishment period, and lowered to grade upon completion of project. 2. All sprinklers having adjusting pin nozzles shall have the pins adjusted into the stream for proper and adequate distribution at the water over the coverage pattern at the sprinkler. 3. All sprinklers having an adjusting screw, adjusting stem or adjusting friction collars shat be adjusted on a lateral line or circuit as required for the proper arc of coverage, radius. Diameter and/or gallonage discharge. D. Closing of pipe and flushing lines 1. Cap or plug openings as soon as all lines have been installed to prevent the entrance of materials that would obstruct the pipe. Leave them in place until removal is necessary' for the completion of the installation. 2. Thoroughly flush out all water lines before installing heads, valves and other hydrants. 3. Test all work in accordance with City of Bakersfield requirements. 4. Upon completion of the testing the contractor shall complete assembly and adjust all sprinkler heads for proper distribution. 7. Workmanship A. Lay out work as accurately as possible to the working drawings. The drawings, though carefully drawn, are generally diagrammatic to the extent that swing joints, offsets and all fittings are not shown, B. The contractor shall be responsible for full and complete coverage of all irrigated areas and shall make any necessary minor adjustments. The City of Bakersfield reserves the right to require the addition or deletion of irrigation heads to achieve proper coverage. C. Any major revisions to the irrigation system must be submitted and answered in written form. 8. Backfill and Compacting A. After the system is operating and at required tests and inspections have been made, backfill all excavations and trenches with clean soil, free of all rubbish. B. Compact all trenches in areas to be planted by thoroughly flooding the backfill. Jetting process may be used in those areas. C. Dress off all areas to finish grades. 9. Cleanup: Remove from the site all debris resulting from work of this section. 10. Hydrostatic Tests A. Request the presence of the City of Bakersfield in writing at least 48 hours in advance of testing. B. Testing to be accomplished at the expense of the contractor and in the presence of the City of Bakersfield. C, Center load piping with a small amount of backfill to prevent arching or slipping under pressure. All joints shall remain open. All valves or valve locations shall remain open. 1 D. Apply a continuous and static water pressure of 60 PSI when welded plastic joints have cured at at least 24 hours and with the risers capped as follows: Main lines and sub mains shall be tested for at least 1 hour. E. Repair any leaks resulting from the tests. F. Demonstrate the entire system to the City of Bakersfield, proving that all remote control valves are properly balanced, that all heads are properly adjusted for radius and arc of coverage and that the installed system is workable, clean and efficient. 11. Electric Meter A. The electric meter shall be placed as indicated on the plans and shall conform to all applicable City and agency standards for installation. B. The irrigation controller and the electric meter shall be placed immediately adjacent to one another, 12. Quick couplers A. All quick coupler valves shall be located in planter areas whenever possible. B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. 13. Coverage A. The contractor shall flush out and adjust all sprinkler heads and valves for optimum coverage with minimum over spray This shall include regulating the pressure at each valve to obtain the optimum operating pressure for each circuit. B. Prior to commencement of the maintenance period, the contractor shall demonstrate the irrigation system coverage. The contractor shall notify the City Parks Division twenty-four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage., Civil Engineering, Inc. 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Phone 661-836-9834 FAX 661-836-9761 Mill fNfi!- akers ie td /`1.01 Life as it should be. Richard D. Meyer RCE 28104 Date I 1'6 18 19 20 21 22 MAINTENANCE PERIOD 1. The contractor shall provide all labor, materials and equipment to perform work during the post -installment maintenance period, as specified herein including but not limited to: adequate watering of plant material and controlling weeds, rodents and other pests for a minimum period of three hundred ,and sixty-five (365) days. 2. The contractor shall maintain the project on a continuous basis from the first day after planting is completed, until final written acceptance by the City of Bakersfield Recreation & Parks Department. 3. Cost incurred due to damage or replacement during the post -installation maintenance period shall be the responsibility of the contractor. 4. All areas including, but not limited to turf, groundcover areas, concrete walks and slabs shall be kept clean and free of weeds, litter, and debris. 5. Before weeds exceed two (2) inches in height, they shall be removed and disposed of off-site. Serious weeds pests (i.e. blackberry, nut sedge or bind weeds) shall be spot sprayed with a non-selective post -emergent herbicide as specified by a weed abatement company, and left in place for (7) seven days. Areas sprayed shall remain unwatered for a minimum of forty-eight (48) hours. Dead weeds shall be removed seven (7) days after application and disposed of off-site. 6. Constant diligence shall be maintained for the advent of diseases, insects, and/or rodent infestations and proper preventative or control measures taken. Should the City, during the maintenance period, discover that the terms for the maintenance period as stated herein have not been strictly adhered to, then the days accruing toward completion of said maintenance period will be terminated. The maintenance period will be extended one (1) day for each day the area is out of its maintenance period. After the area has been brought up to City standard, The City will require a re -inspection by a City of Bakersfield Recreation and Parks representative. When the inspection is completed, and the area is in satisfactory condition, then, and only then, will the City re -accept the area in writing. 7. The contractor shall properly and completely maintain all parts of the irrigation system. 8. The contractor shall provide for delivery of water in sufficient quantities and adjust water application to compensate for seasonal conditions. 9. At the conclusion of the maintenance period, a final inspection of work will be made by the City. Any removed plants not in satisfactory and healthy condition from the site shall be replaced with material of like kind and size and in a manner specified for original planting. If the replacement plants do not represent a similar foliage representation of the original planted material, the contractor shall replace plants with next available up-sized container. All ground cover shall have a twelve (12") inch clearing from all structures including but not limited to: sidewalk areas, walls, fences, mow curbs, valve boxes, tree bases, shrubs, etc. 10. Before the start of the maintenance period. The contractor shall prepare and submit on a (new) set of blue line prints an "As Built" drawing. The drawings shall include all deviations from the original bid documents made during construction that affect the main lines, controller locations, remote control valves, quick -coupling valves, all sprinkler heads and all plant material. The drawings shall also indicate and show approved substitutions of size material and manufacturer's name and catalog numbers. Also, two (2) sets of 11 X 17 laminated & spiral bound "As Built" with highlighted color coded irrigation reference chart and schedule, keys to the controller, and two (2) quick coupler valve & locking cap keys with gate valve hose bib attachment, shall be submitted to the City. NDSc/-pF �P pt -1 AD,���9 , 7t Wlc_� S OF GP'O/ CITY OF BAKERSFIELD MILL CREEK LINEAR PARK LANDSCAPE & IRRIGATION CITY SPECIFICATIONS 7 � Y 010 24 ?S g eq 30 SHEET NO. 1�r-] � 9 OF 15