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HomeMy WebLinkAbout7.1-209BENCHMARK TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA AVENUE AND "P" STREET ELEVATION =397.54 CITY DATUM BEARING BASIS I THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY 11 INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH 890121 8" WEST. CITY STANDARDS THE FOLLOWING CITY STANDARD DRAWINGS ARE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST-1 3: STANDARD TRENCH BACKFILL & COMPACTION REQUIREMENTS I I ST-8: SIDEWALK ST-1 1 HANDICAP RAMPS ST-1 2: PAVEMENT PATCHES SW-3: SEWER MANHOLE TYPE A SW-4: MANHOLE TYPE "B" I SW-5: STANDARD 8" CLEANOUT � SW-6: FRAMES AND COVERS I D-17: GUTTER DEPRESSIONS � W-8: STANDARD WATER SERVICE CONNECTION 2411 TO 211 ALL LANDSCAPE STANDARD DETAILS. 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I L , � : CLASS A OR CLASS C-27 OK e-LA-515 13 & TOPOGRAPHY LEGEND KEY MAP i i @ FOUND MONUMENT AS DESCRIBED -0- EXISTING POWER POLE &- EXISTING DOWN GUY FE EXISTING ELECTRICAL VAULT [5-1 EXISTING ELECTRICAL PULL BOX 0 EXISTING ELECTRICAL METER 114 I - � _ i EXISTING TRAFFIC SIGN I i __ i _ 1 i EXISTING STREET NAME SIGN N � EXISTING WATER VALVE W EXISTING WATER METER C>0<0 EXISTING HOSE BIB G EXISTING SEWER MANHOLE (0 EXISTING SEWER CLEANOUT (D EXISTING STORM DRAIN MANHOLE FG EXISTING GAS SERVICE 0 __ ___t1_________ ____ DT-2 I DETAILS r__1 (DO I EXISTING DRINKING FOUNTAIN L_J - SH-2 1 SHADE STR - __ ______ �7_____ - _, ,� Ir- � -1 " � I _��, f � "T, _ _ _ _ _ � , I EXISTING STREET LIGHT - - (S 4,v/-- * (D EXISTING TREE, DECIDUOUS, IV EVERGREEN, PALM, SHRUB ------'I -------,- LS-1 LANDSCAPI .. - ­ - ______ __ r-19 (D EXISTING TRASH RECEPTACLE I _____.__�__-____ LS-3 ILANDSCAPI SECTION DESIGNATION: SECTION LETTER I L------------ 2 SHEET WHERE SECTION IS SHOWN I IR EXISTING IRRIGATION LINE I - - - _0H EXISTING OVERHEAD LINE - - - . E EXISTING ELECTRICAL LINE � - . I S - EXISTING SEWER LINE . I - - - _D I EXISTING STORM DRAIN LINE I . . Af EXISTING WATER LINE - - - . G - EXISTING GAS LINE - - - -z,L - _/,�_ - __x� - - EXISTING EDGE OF PAVEMENT - X_X EXISTING CHAIN LINK FENCE � - EXISTING WROUGHT IRON FENCE I 10-11-- LIP EXISTING CURB AND GUTTER .'**-, FLOWLINE ------------ EXISTING PROPERTY LINE I - - - - - - - - - - EXISTING ROAD CENTERLINE I EXISTING TRAFFIC SIGNAL CONTROLLER * EXISTING BOLLARD - - I ��� EXISTING LIGHT STANDARD lr__�' - - - ' � EXISTING MAST ARM TRAFFIC SIGNAL I � - ,j f f ' Z"- ' ; _j ' ' STREET LIGH) ' \ �� TRAFFIC SIGNAL PEDESTRIAN HEAD . . DETAIL DESIGNATION: I DETAIL LETTER NUMBER CITY STANDARD I DESIGNATION . S - 2 co I t - INDICATES REFERENCED CITY � DETAIL IS SHOWN OF BAKERSFIELD STANDARD 1 " = 200' DRAWING INDEX I I DRAWING NO. - ____ __ - - I ' [�SH:EET No. I PROJECTE I_____ - �_i __ T____1_1:1_i1_ I I E __ -_ �_� - ­ . I SP-1 !'SITE PLAN � �� i -3 1 I- - ____ - I -------- � SP-2 1 SITE PLAN I ­- F 1 4 i - ___ I � GP-1 1 GRADING PI � - - - _ .. .... _____ 5 1 L_ ___ -I------­, - FNA IFORMALFC I I 1 6 ­ -----"-- __ FN-2 1FORMALFC , � ___1______ __ 7 FN-3 1FORMALFC � _+__ 8 __ ___r____ -, - WFA I WALL & FEI� ----4.------- - 9 � - WF-2 'I WALL & FEIS - - - I I , 10 - ---1------_- W F-3 I WALL & F0 I 1 1 - . - � WF-4 1 WALL & F0 12 -,-- WF-5 _iWALL &_F6 ­ - i 13 ___________i______ DT-1 1 DETAILS i1 14 __ ___t1_________ ____ DT-2 I DETAILS 1 15 k---=-- J ) ----,--F-------- - SH-1 SHADESTR ----4--�-------- i 16 �______ - SH-2 1 SHADE STR - __ ______ �7_____ - 1 17 I- i UT-1 , UTILITIES I 1 18 ------'I -------,- LS-1 LANDSCAPI .. - ­ - ______ __ r-19 LS-2 ,LANDSCAPI "--- 1 20 i- I _____.__�__-____ LS-3 ILANDSCAPI F i 21 -.----+-------- __ LS-4 1LANDSCAPI 22 ''I - ___________t_________ LS-5 1LANDSCAP1 23 - I � ------- 1 LS-6 ' 'LANDSCAPI __ t------ . 1 24 I 1 EL-1 I ELECTRICA I � i 25 I---- ------1----------- -- L-2 __ 1 ELECTRICA I ____ -J--.-,------ - - -----,----- --------- - ______ -_ _- I I 1EMENT :; DRAWING TITLE t 1_­1___1.__._ ___ I- I I ­1 - -1. - __ I __ __--i � � TITLE SHEET _1___._._­ --- 11 ____ - __ - ''-,- _ _ _ __ I � - ____ i � i: SITE PLAN - PHASE A I ­ - -----I- __ ___ - - - - - 1____­ --- I _­­ __ I I �! SITE PLAN - SOUTH , __­_1_­­­ ­­1---_ - - - --- __ I 1­1 ____ -AN � GRADING PLAN - SOUTH .- ------I'-- - - - i � __ - __ - - - - - - - - ­ - ______ - UNTAIN � FORMAL FOUNTAIN PLAN & SECTIONS I ­_ ­­­ ­­__ I-,--- - ____ I-,-- - _­__ _____ � I � : UNTAIN � FORMAL FOUNTAIN DETAILS ­__.________ ­ ­ I _­__­____ ­ ­ - � I— - __1 - , � UNTAIN i� FORMAL FOUNTAIN PLUMBING ' , ----------I- _ 1-1-_ _________ _ - ­1 - 11 __ _____ 4 CE i; WALL & FENCE PLANS & ELEVATIONS 7 - ------ _____ ___­�­ ­­_.____ _____ 1_ - � I---- __ ; I CE : � WALL PLANS & ELEVATIONS & STAIR DETAILS - _ ---,-- '_ ___7 - ' - __ " _ - - _ - - -.-- I � __ ----,-------' CE �� PILASTER, RAILING & FENCE DETAILS ! �- ­ __ __ ­ - � CE � WALL STRUCTURE DETAILS i � _­­ t _111­ __ ­1 - __ _ - __ I - - ____ I ____ - -'--'-.' I : I ICE , FENCE DETAILS - SOUTH BOUNDARY � -1 __ _­_ ­­1, ___._____,___,__,_ - - ­ ___ �. � ___� ---------- ___., PARK ITEM DETAI - LS I I 11 --- I I______ __ - ____ __ __ ­ I 1 TRELLIS DETAILS 1, I I ­ I---,- __ _ , i ___ __ , - - . . __ I ­ --------------I i UCTURE I SHADE STRUCTURE - PAVILION i I '11-­­­ ----,-- -­-­­- '---'--- - __ I_— ___ � i I UCTURE 1 SHADE STRUCTURE - SOUTH i I -..-- - _____ ____ ------- _ _ I_ - - ___ ­1 -, � �i UTILITY PLAN � I - _ _ - ----- - _­ ----,- - - __ - - __ � __ ­ __.- � 14G t LANDSCAPE PLAN - PHASE A ---- � ------ ----- �____ ---I,--.-,,-- - __1 - � - ____ � 14G � LANDSCAPE PLAN - SOUTH ­­­ ­­ ­­�_­ ------- ____ ­­ ___1 11 ____ I NsIG i IRRIGATION PLAN - SOUTH ­­_______ ___,T­___­_ ____ -.--- " ­_ -1 __ ____­__ . I � 4G � LEGEND & NOTES ­­ ­­­ __ � - - _____ __ ___ - .__ ­ __ ___ - ) � 4G � STANDARD DETAILS � ­ ­ _­__ ____ _­_1 1-1 ____1 ----I- - ­­ ­ I ­_ ____ I 4G � LANDSCAPE & IRRIGATION SPECIFICATIONS I I-,----- _____r_ ___1 ------------ I ­ I— - . ­ ____ ! ELECTRICAL PLAN - SOUTH I - ; � ­_______._ ­­­ . ..... --- ­­­ ___ � ­_ --.---- . : - 'SINGLE LINE DIAGRAM _ -------- __­ ­1 _­­ - - -,- __ _­ - . __ _____ SUBMITTED BY: , ',�� , v I d ; -1 I- // RICHARD MEYER, R.C.E. 28104 0 - DATE L4' N APOr-50 C-L,A!5S 6 1-1 C07kJS E $-- 3- It I File Name: COB10004TS1.DWG CITY PROJECT NO: POC120 I � ! NOTE: i � - I � ' THE CONTRACTORSHALL CONTACT THE USA LOCATOR SERVICE 1-800-642-2444,48 HOURS PRIOR TO EXCAVATION. Mill I ,, - *% ,;�- r-r .., Takers 'eta --- o0or , Life �­; it s��;-,,uld �m_- ## 4 . / /11 . I I / . 0 - I - __ __ -.0. - T f IN CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION �1ri�rr��•r� ��•i��i���rii�rri • DAVIS COLORS "BRICK RED" #160 02 .. ... •. DAVIS ...... . #5447 WITH "PEBBLE" #641 MIX ej WAI 1011 Mal DAVIS COLORS "HARVEST GOLD" INSTALL LIGHT STANDARD FURNISHED BY CITY PLAIN, MEDIUM BROOM, 'V" GROOVES AT 8' CENTERS OR AS • D ON PLANS DAVIS COLORS "DUNE" #6058 INSTALL POLE- MOUNTED FLOODLIGHTS ����������I♦�� INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H F O INSTALL TRASH RECEPTACLE FURNISHED BY CITY 10 Bill LVA IM .110TONTA DAVIS COLORS "DUNE" #6058 INSTALL PARK BENCH FURNISHED BY CITY B T -1 mamma a es rs w momim n• immommumm w V Nmomm ■r u m a mwww 0 alk wommamma sr a welssNs CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK p _ _ _ _ _ _ _ _ _ _ _•_ -_•= CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGS OR DETAIL INSTALL LIGHT STANDARD FURNISHED BY CITY T -1 p� INSTALL POLE- MOUNTED FLOODLIGHTS SH- INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR H F O INSTALL TRASH RECEPTACLE FURNISHED BY CITY C T -1 INSTALL PARK BENCH FURNISHED BY CITY B T -1 mamma a es rs w momim n• immommumm w V Nmomm ■r u m a mwww 0 alk wommamma sr a welssNs CONSTRUCT COLORED AND TEXTURED CONCRETE SIDEWALK p _ _ _ _ _ _ _ _ _ _ _•_ -_•= CONSTRUCT CONCRETE PLANTER CURB T -1 CONSTRUCT FENCING WALL AND FENCE CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION LANDSCAPE (LS) CONSTRUCT MASONRY WALLS WALL AND s CONSTRUCT SEWER ITEMS FENCE (WF) UTILITY �FP97 PLAN U 0 CONSTRUCT STORM DRAIN CATCH BASIN GRADING PLAN (GP) CONSTRUCT WATER SERVICE FEATURES UTILITY _ — _ _ _ _ ` _ _ PLAN (UT) TRELLIS SHADE STRUCTURE DETAILS, SHEET 2 (DT -2) �1 20 10 5 0 i 20 40 MOON!=o - s t ,am m - ■t■fir-R0 -ommmaimmissom wo S s M � ' _ - - , , _ FENCING RELOCATED Ff fEEF NORTH SISTER EXTEND CONCRETE PAVEMENT 0 I I 1 • I \0&11 • r t 4i t'SANTIAGO, DE QUERETARO, MEXICO am NY RET a4 F aw t AV ak ve Al Ly� �st<i , d"• �,; � �� fir: 3- ..�'"'•� 3 S a 3 IMIOF�FO;JE!T �x -ENTRY SHADE SAID"' .' a r _. = No,: a - jw, x i' - ,H x s RE 5 _ s ' X Iv a" �c XI51 EI ETR1 f�NE r - - — — �. 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DIAGONAL SAWCUTS ON 450 DAVIS COLORS "PALAMINO" #5447 WITH "PEBBLE" #641 MIX T-1 - PLAIN, COLORED WITH MEDIUM BROOM WITH 5'IJARE DIAGONALW" GROOVES ON 450 DAVIS COLORS "HARVEST GOLD" #5084 INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR IN, MEDIUM BROOM, "V'GROOVES AT 8' CENTE RS OR AS NOTED • PLANS DAVIS COLORS "DUNE" #6058 © ■■■■■■■■■■■■l ■ ■■■■■■■■■■■i FuR-FS ( Stj A 1"0 INSTALL PARK BEN6H F'.I'' _ ..., g T -1 CONSTRUCT COLORED AN D TEXTURED a-malkylvi lion 1 91111 kv, 1 1.1 "TaTel MA I ETATHMItIllill DAVIS COLORS "DUNE" #6058 CONCRETE SIDEWALK CONSTRUCT CONCRETE PLANTER CURB I T -1 CONSTRUCTION ITEMS ITEM ITEM DESCRIPTION DRAWINGS OR DETAIL INSTALL LIGHT STANDARD FURNISHED BY CITY T-1 - INSTALL POLE- MOUNTED FLOODLIGHTS SH- e INSTALL BOLLARDS, LIGHTED FURNISHED BY CITY, REMOVABLE FURNISHED BY CONTRACTOR T-1 e O FVhN ISH A Np INSTALL TRASH RECEPTACLE C 1 FuR-FS ( Stj A 1"0 INSTALL PARK BEN6H F'.I'' _ ..., g T -1 CONSTRUCT COLORED AN D TEXTURED pi CONCRETE SIDEWALK CONSTRUCT CONCRETE PLANTER CURB I T -1 CONSTRUCT FENCING WALL AND FENCE CONSTRUCT LANDSCAPE ITEMS WITH IRRIGATION LANDSCAPE (LS) CONSTRUCT MASONRY WALLS WALL AND FENCE -� s CONSTRUCT SEWER ITEMS UTILITY PLAN U CONSTRUCT STORM DRAIN CATCH BASIN GRADING PLAN (GP) -W - - - - - - - - - - CONSTRUCT WATER SERVICE FEATURES UTILITY PLAN (UT) TRELLIS SHADE STRUCTURE DETAILS, SHEET 2 (DT -2) NOTE: ALL CONCRETE POURS AGAINST EXISTING CONCRETE REQUIRE EXPANSION JOINTS. SEE DETAIL E T -1 PHASE B vt I EX(.STIIG PEC)E L1A 0 0 0 zu - r _`. >/ <0 0 'o h -- - T - -,- -- - 5 x • � i 1 7 1 T_ i f ED X _y - + 00 i FOUNTAIN OVERFLOW SEE DETAIL A v �'� / , ✓' %' o FORMAL FOUNTAIN •.__- -' SEE DETAIL A >• `. .; 711 Q TRASH RECEPTACLE SEE DETAIL C LT ; Q �C-D F � IN EXISTING - Q- WALKWAY V 01 ENTRY SHADE _/ ; ° - - STRUCTURE --- SEE DETAIL A' .� „ �% ,x�° '# °/a 7z a 4 4 CONCRETE REPAIR ` 1 PER DETAIL CIXI, CHINAv, REFER TO PARSON'S ° SAWCUT TO FOLLOW EXIST. w / "/ 4 PLANS SHEET 6 ' CONCRETE SCORE LINES -- -t- b 011 =. ° - '� 1 'i �' � o �X) }; � W� � L ` \1 X r. t�� W iFi - Li- - - - - - IiR -- - - - -- _- J' EXISTING POWER g X ' POLE & GUY F- F- 1 Now- f -- -------- - - - - -- - - - - - - - - - - - - - - - -- I� FOR BENCH AND -- EXISTING POWER POLE ■ i BOLLARD PLACEMENT 10 5 2.5 0 10 20 / SEE DETAIL A / I I �I I 4 % 10 11 12 13 14 15 5 18 Lem C w U cr S � 0 o O 6 0 0 0 a cu t U_ D O O a O o o CD CD C cm rn ti o o I M Cfl co G EXIST. LIP v o Lj co EXIST. CURB m E TYP. C) w TRELLISES WITH PARK T -1 ° s BENCHES, TYP. E 'I SEE DETAIL A I ccoo Ll 1i '�2 cp ° CD C c C) T -1 y II m z -_ 2 TYP. s on I i I w ; WAKAHAMA, JAPAN ! I; REFER TO PARSON'S i I ix PLANS SHEET 7 i 1;i� 'Y -EXISTING PARKING LOTS 4 � 33' -0" ��' m FOUNTAIN VAULT ° \• Q. �i SEE DETAIL AI TRASH RECEPTACAL z SEE DETAIL C T -1 a I ?TYPE ° ° `\ �'1,' ''.;_'.;,`�r`2' "� `�h:.'`i;� -✓.-k "';'Z ^� .�� >. ° POLE MOUNTED FLOOD o m v a o (o I LIGHTS m z o m Z m ';;•;`', j ,; ! SEE DETAIL -- E ---- - - - - -- o ¢ Q ° ° io 1�/� �'Iq CONSTRUCT SHADE Q PAVILLION SEE DETAIL A Q F- y,:�•�I` d" ?' t,:.. B l: 1 .'�;, :,� � '� } ,I ��i 1� � H -1 Q fwn VJ l cn cc �-EXISTING BUILDING U t, W v! FS" i TWO STEP STAGE, ---I _j r ' lr� ►i SEE GRADING PLAN W 4 IL W P W Cn p n 4 4 II I �I -T - ti )o 1 Lam' I I Q W L - - - f cl) 5 REQ'D n � T -1 U 4 G ; BUCHEON, KOREA �a REFER TO PARSONS \ 4 Q / PLANS SHEET 5 x i - &I r 1 ` SAWCUT 3 I TYP. � ti� — - - <•�,r -.- -�-, - - -- - - �� p - - , ry � � _ - �= - -- -- r • "� e PAVEMENT vri REPAIR PER DETAIL W Uzi ,- - -1 ►R— - - I!2 ., 1R - O� OH —OH- - - — — -• X X X i - H TYP. , I - s -- -- - -= 5 ANDSCAPING SEE I' " EXISTING POWER m j LANDSACPE PLANS f1 POLE & GUY r'r SHEET NO. J 17, a?O 3 OF 25 19 20 21 22 23 24 ,5 'i :�£ 29 30 34+00 N PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE T CONCRETE DRAINAGE v DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE SWALE USING SCREED o STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO • REFER TO TITLE SHEET AND SITE PLAN FOR r ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK TOPOGRAPHY AND PROJECT LEGENDS SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE • REFER TO SHEET GP -2 FOR GRADING NOTES Q ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE F a DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE \� / RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE 5' -0" PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE b v _ _ _ SECTION C �o CONSTRUCT RETAINING I J DIRT SWALE 1 WALL, SEE WALL PLANS \ EXTEND EXIST. 4%" DRAIN TO' / / \ � CONCRETE APRON r- , NEW 18 SQUARE CATCH BASIN. CORE DRILL NEW RETAINING .64 FC \\ WALL FOR PIPE EXIT AS SHOWN. \ FCC � \ `�f 0 \ O� I Q� Q — _— �9 — - -- CONSTRUCT CURB, \ ' SEE SHEET WF -5 / EXIST. \\ ! RETAINING `C WALL / \ \ EXIST. CONCRETE CATCH BASIN i EXIST. RETAINING WALL \ / DETAIL g SEE DETAIL B 1 IZ Lm 13 14 1� 16 11, GRADING PLAN - SOUTH . 1" =10' MATCH LINE i i�ii�i ■I�ii�iib' iiHii!'ii C� BI3ii�ii iii6fil l�i�ii�ii �`I8TH STREET l �2 0^ fi{J GRADING NOTES APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY THE COUNTY CORONER AND PLANNING DIRECTOR. PERTAINING THERETO, CALIFORNIA BUILDING CODE 2010 EDITION, CHAPTER 15.12.080 APPENDIX ° 33 - "EXCAVATION AND GRADING." 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY 2. SOILS ENGINEER, DESIGN ENGINEER /BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH TO PLACING OF ANY MATERIAL. SERVICES DEPARTMENT /HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION AGENCY. ALL USED OIL AND OF BAKERSFIELD ORDINANCES. OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASTE HAULER. 00 N 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO BE MORE THAN 0.10 FOOT OUT OF LEVEL WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN CORRECT THIS GRADING AT NO COST TO THE OWNER. APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH AND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY THE LOCATION AND DEPTH OF ALL MAINTAIN A STORM WATER POLLUTION PREVENTION PLAN, HEREAFTER REFERRED TO AS A UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS "SWPPP" IN ACCORDANCE WITH THE SPECIAL PROVISIONS. LINES. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. ns 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND v SPECIFICATIONS OF THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DATED MAY Urn T- o c- 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU OF SUCH CONFLICTING PORTIONS. 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. QJ 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST CONTROL PLAN SHALL BE FILLED i LL (Tj WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. L 1 E G E N D m 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. GRADE ABBREVIATIONS 0 T 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM.. BC = BEGIN CURVE GB = GRADE BREAK BW = BACK OF WALK INV = INVERT 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK CB = CATCH BASIN M = MATCH FILLING. C/L = CENTERLINE MH = MANHOLE C.O.B. = CITY OF BAKERSFIELD RG = ROUGH GRADE 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING DWS = DESIGN WATER SURFACE SD = STORM DRAIN OPERATIONS THAT MIGHT AFFECT FOUNDATION STABILITY SO THEY MIGHT BE TREATED UNDER ELEV, EL = ELEVATION SG = SUB GRADE HIS DIRECTION. EC = END CURVE STD = STANDARD EP = EDGE OF PAVEMENT STA = STATION 13, ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART EXIST = EXISTING TC = TOP OF CURB HEREOF IN THE PRELIMINARY SOILS REPORT PREPARED BY SOILS ENGINEERING, INC. DATED FC = FINISHED CONCRETE TOS = TOP OF SLOPE SEPTEMBER 17, 2008, FILE NO. 08- 12642. ALL GEOTECHNICAL RECOMMENDATIONS AND FG = FINISHED GRADE TW = TOP OF WALL SPECIFICATIONS ARE PROVIDED WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED FL = FLOWLINE W = SIDEWALK ON THESE PLANS. c�0 N 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE AO�. P�CC GRADE SYMBOL APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY TO MITIGATE THE IMPACT OF DUST ?% SLOPE IN PERCENT AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. ��6 °�' � SURVEY ELEVATION f 15. SHOULD ANY CULTURAL MATERIALS OR ARTIFACTS SUCH AS, BUT NOT LIMITED TO, ARROWHEADS, BEADS, OR TOOLS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL WORK WITHIN 200 FEET OF THE FIND SHALL BE HALTED UNTIL A QUALIFIED ARCHAEOLOGIST — CONSTRUCT DIRT DRAINAGE SWALE AND TRIBAL CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND CONSTRUC 34+00 N PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR TO RESUMPTION OF SITE T CONCRETE DRAINAGE v DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE SWALE USING SCREED o STEPS THAT WILL BE TAKEN TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO • REFER TO TITLE SHEET AND SITE PLAN FOR r ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. WORK TOPOGRAPHY AND PROJECT LEGENDS SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE • REFER TO SHEET GP -2 FOR GRADING NOTES Q ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR PLANNING DIRECTOR. 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE F a DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE \� / RECOMMENDATIONS, PRIOR TO RESUMPTION OF WORK, IN ACCORDANCE WITH THE 5' -0" PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR RESOURCES, THE b v _ _ _ SECTION C �o CONSTRUCT RETAINING I J DIRT SWALE 1 WALL, SEE WALL PLANS \ EXTEND EXIST. 4%" DRAIN TO' / / \ � CONCRETE APRON r- , NEW 18 SQUARE CATCH BASIN. CORE DRILL NEW RETAINING .64 FC \\ WALL FOR PIPE EXIT AS SHOWN. \ FCC � \ `�f 0 \ O� I Q� Q — _— �9 — - -- CONSTRUCT CURB, \ ' SEE SHEET WF -5 / EXIST. \\ ! RETAINING `C WALL / \ \ EXIST. CONCRETE CATCH BASIN i EXIST. RETAINING WALL \ / DETAIL g SEE DETAIL B 1 IZ Lm 13 14 1� 16 11, GRADING PLAN - SOUTH . 1" =10' MATCH LINE i i�ii�i ■I�ii�iib' iiHii!'ii C� BI3ii�ii iii6fil l�i�ii�ii �`I8TH STREET l �2 0^ fi{J - 00 ti�W -- Qo , , 2 0 0 I � otl1� Q 706 - Q G 4p��FOMi 6� 400' 0 o / ! �e A cq > O� i 9 c; I I - EXISTING PARKING LOT-- - i; is 1 i CONSTRUCT DIRT >>�s SWALE F� 5.10 �! SEE DETAIL C o - o z o = C1 c 3 Z CD n , v � N o m m (o ----- - - - - -- 0 p aO o Q C) n � � Q o M NG X01 A�,k n �0 F6' (� 0'p�p W � 2.65% 10% Z Q = �c Y a- O W i L0 C) z Nil �EXIS PING BUILDING - I W z r1 0 Q -� - - - -T -\ ,IF -1 I I era _ I 9083 0 M 40b { I I X i 10 5 2.5 01 ■ 10 2C 26 27 28 -OH - -X- S 7I-aoy Q 0- LU LL cr z w U Q m W o u- c/) O U7 U S2 is s: 41 nc SHEET NO. C9 p ED I 4-OF25 o 00 N W U 0 -2 (� ns v U_ Urn T- o c- CO r- rn � CO U p G QJ i LL (Tj C3) m W 0 T - 00 ti�W -- Qo , , 2 0 0 I � otl1� Q 706 - Q G 4p��FOMi 6� 400' 0 o / ! �e A cq > O� i 9 c; I I - EXISTING PARKING LOT-- - i; is 1 i CONSTRUCT DIRT >>�s SWALE F� 5.10 �! SEE DETAIL C o - o z o = C1 c 3 Z CD n , v � N o m m (o ----- - - - - -- 0 p aO o Q C) n � � Q o M NG X01 A�,k n �0 F6' (� 0'p�p W � 2.65% 10% Z Q = �c Y a- O W i L0 C) z Nil �EXIS PING BUILDING - I W z r1 0 Q -� - - - -T -\ ,IF -1 I I era _ I 9083 0 M 40b { I I X i 10 5 2.5 01 ■ 10 2C 26 27 28 -OH - -X- S 7I-aoy Q 0- LU LL cr z w U Q m W o u- c/) O U7 U S2 is s: 41 nc SHEET NO. C9 p ED I 4-OF25 It LAR CULTUR STONE VENE EL. 407.85 } -n" WEIR, TYP. - EL. 409.85 GLAZED TILE -� DETAIL- TILE PLACEMENT �� i' ! I� ! r Scale: 1" = 1' -0" ilt 1 I f 1 1 fi ; N t 1 1 I 1 t I I ,_----WATER JET TRAJECTORIES PLANTINGS, REFER TO LANDSCAPE PLANS S t V 'F ; -;; ri � ' + v i ipri' I � 'le ` , PRECAST CONCRETE CAP im � 1 t I I I• ..,.�d!fr i i � �� 1. 1. �I ■ ■■ w NINE FRONT ELEVATION Scale: 1/2" = V -0" TILE ACCENT, 8 PLACES SEE DETAIL F EL. 409.85 N-1 PLANTER FORMAL FOUNTAIN PLAN A Scale: 1/4" = V -0" FN -1 ASHLAR CULTURED STONE VENEER NOTE: • WALL CAPS NOT SHOWN IN PLAN VIEW, ONLY CMU WALL AND FOOTINGS • PLAN DIMENSIONS ARE FROM MASONRY BLOCK FACES WATER BASINS SEE DE CMU WALL CMU WALL 2" MORTAR BASE ; GLAZED TILE � G A i i 4 i �» THINSET 4 !/ 16'_GUNNITE- CULTURED\✓ C '\— 6 QUARTER STONE VENEER GROUT CORNER ROUND TILE SMOOTH GROUT SECTION - CORNER TILES G Scale: 6" = V -0" FN -1 URN CATCH REQ'D WEIR OVERPOURS, TYP. UMBING LAYOUT w r: = I 7* . .-I. .- F ASHLAR CULTURED STONE VENEER 6" TO FINGERS �6" RETURN 2 TO MORNING GLORY SECTION D Scale: 1/2" = V -0" FN-1 z 8" OF DRAIN GRAVEL, TYP. \-2" TO MORNING GLORY NOTE: SEE SHEET FN -2 FOR STRUCTURAL DETAILS 10 11 112 13 14 ii �-i 2" TO MORNING GLORY 1 i I t I ( I \ il� i 1 , It 41}ljj i ii I 1 If I i i 11 I I � I lil i'I 1 11 pll�l.I� 1 111�.�111 � i Iili:,l, i i �Ij�l■�■r ITEMS OF CONSTRUCTION Item No. Item Description A FOUNTAIN PEOPLE FINGER JET, N -77 B FOUNTAIN PEOPLE MORNING GLORY, N- 220 -25 C FOUNTAIN PEOPLE DOMINATOR, EAD -150 D FOUNTAIN PEOPLE FLOOR DRAIN W/ PLUG, EL. 409.72 TOP OF WEIR OVERPOUR, TYP. FFD -300 E SEE DETAIL B HOUSING, CWL -002C F Y" THICK POOL PLASTER OVER CPL -WFC G FOUNTAIN PEOPLE VACUUM FITTING, FEV -200 H FOUNTAIN PEOPLE LIGHT, F -235AN 4" CONCRETE BASE, TYP. ;` EL. 409.85 McNICHOLS CO. 1 "x3/6" @'16 "x2" S.S. GRATING, I 1 EL. 409.85 FOR VENEERED UPPER FOR UPPER TILED MC6 rnC6 POOL WALLS EL. 409.85 POOL WALLS z E EL. 408.69 I EL. 408.69 + I SEE SECTION A SEE SECTION B - I 0o 7.5% -�-- -- 7.5 � — � j N- N- EL. 408.27 ` N CV ASHLAR CULTURED STONE U z 1 VENEER ON PLANTERS _ + - c EL. 407.85 o _J 0 EL. 407.35 I 3 „x1Y” I PLANTER EL. 407.35 FOR LOWER POOL 406.77 U� C0 I PLANTER' = ;�2; REDUCER 3" TO DOMINATOR } ,,,, - 3Y MAx I FOR PLANTER WALLS SEE DETAIL I EL. 406.52 } j z � TYP. I WALLS SEE DETAIL H N_ EL. VARIES G I VARIES a 4" TYP. N- EL. VARIES 1 I i --- Q I w 0 Ti 6" TO FINGERS �6" RETURN 2 TO MORNING GLORY SECTION D Scale: 1/2" = V -0" FN-1 z 8" OF DRAIN GRAVEL, TYP. \-2" TO MORNING GLORY NOTE: SEE SHEET FN -2 FOR STRUCTURAL DETAILS 10 11 112 13 14 ii �-i 2" TO MORNING GLORY 1 i I t I ( I \ il� i 1 , It 41}ljj i ii I 1 If I i i 11 I I � I lil i'I 1 11 pll�l.I� 1 111�.�111 � i Iili:,l, i i �Ij�l■�■r ITEMS OF CONSTRUCTION Item No. Item Description A FOUNTAIN PEOPLE FINGER JET, N -77 B FOUNTAIN PEOPLE MORNING GLORY, N- 220 -25 C FOUNTAIN PEOPLE DOMINATOR, EAD -150 D FOUNTAIN PEOPLE FLOOR DRAIN W/ PLUG, EL. 409.72 TOP OF WEIR OVERPOUR, TYP. FFD -300 E FOUNTAIN PEOPLE WATER LEVEL PROBE HOUSING, CWL -002C F FOUNTAIN PEOPLE WATER LEVEL PROBE, CPL -WFC G FOUNTAIN PEOPLE VACUUM FITTING, FEV -200 H FOUNTAIN PEOPLE LIGHT, F -235AN FOUNTAIN PEOPLE LED LIGHT, LUMEN 360 J McNICHOLS CO. 1 "x3/6" @'16 "x2" S.S. GRATING, 7- SGSS - 100 -2, OR APPROVED EQUAL II , 1 I ; I , I , 1 , , I ',,_---- -WATER JET TRAJECTORIES I i I A 1; ,II! ! f 1 1 8 Y 1 t 1 j+ a 1 illy i 1 Ii a,!t 1 SIDE ELEVATION 45° C.W. ROTATION C Scale: 1/2" = V -0" FN -1 15� -1" FROM CENTER, TYP! I. 4' -3" FROM CENTER, TYP. '' I 1i 11 i 1 1 i 1 1 I1 i ! EL. 408.93 3 "x1Y" REDUCER 2" SAND BED - 3" TO DOMINATOR 4ti -i l;ri:; 6—� it -i I 2Y" TO FINGERS ; SECTION E Scale: 112" = T -011 FN -1 a t` I, I, I, 1. if I o I C) z CE :LL p OD C� > Q O V T Q T ZO 3 C) d REFER TO ° o o N PLANTINGS, Y LANDSCAPE PLANS pC Z oL O w W U r� z W N W C) . EL. 409.72 TOP OF WEIR OVERPOUR, TYP. —I = T 2 o W 06 UCD PT co MC6 rnC6 ah6co z -6z r-O 2 C/) C -gym T U z CU U'" EL. 407.77 TOP OF WEIR OVERPOUR, TYP. _J 0 CO co co W U� C0 T O C� o0 z � 0 I a Q i --- Q I w 0 Q ILL Cl) N °; U O o Y cc u- I � � o F F- Q a CE O I o I C) z CE :LL p OD C� > Q O V T Q T ZO 3 C) d REFER TO ° o o N PLANTINGS, Y LANDSCAPE PLANS pC Z oL O w W U - _ EL 409.85 EL. 408.27 OB 4 PLACES EL. 407.85 EL. 406.p7 H 4 PLACES EL. 406.52 SEE SECTION A EL. VARIES s 2" TO MORNING GLORY--"-" PVC TO BRASS TRANSITION AND HEAVY DUTY THREADED BRASS COUPLING FOR ALL NOZZLES SEE DETAIL F N- - f 0 SHEET NO. IPH4 5OF25 EL. 409.85 z W EL. 409.72 TOP OF WEIR OVERPOUR, TYP. —I = W 06 z C/) EL. 407.85 U z �) EL. 407.77 TOP OF WEIR OVERPOUR, TYP. _J 0 a- z :�iLk[ --- w ILL Cl) °; U O Y cc u- m J F F- Q O F 4 PLACES, 8 TOTAL U 0 - _ EL 409.85 EL. 408.27 OB 4 PLACES EL. 407.85 EL. 406.p7 H 4 PLACES EL. 406.52 SEE SECTION A EL. VARIES s 2" TO MORNING GLORY--"-" PVC TO BRASS TRANSITION AND HEAVY DUTY THREADED BRASS COUPLING FOR ALL NOZZLES SEE DETAIL F N- - f 0 SHEET NO. IPH4 5OF25 r- 2' -18" #4 @ 24" E.W. CONTINUOUS TO WALL `-N 4" #4 BOND BEAMS, 2 PLACES EL. 409.85 II SEE DETAIL K iii.- N- I I �I ¢ ,-- - - - - -- - - - - -- #4 BOND BEAM ` SEE DETAIL J � I N I - Ii N 4,,... I i= I I_ `- PLANTER _ N- �r j ��i-���;;�� �i�' =iii" " CATCH BASIN ELBOW �� 6" II SEE DETAIL C E a 2Y2 "X114" j 1y" WYE REDUCER , N- 4 " 2 "TYP. _ 4" TYP. ' ` ! # I �_ I 2Y" PVC 3BARS •i t ' I _ 0 IfL" i 2" l ; WATER RETURN N CATCH BASIN 2'-0" I 1 , I ! - - -- - --- - - - - -- - iii��fl- - -i:, - 4" RETURN CENTERED E.W. 1' -2" 2' -20) 6" SECTION A Scale: 3/4" = V -0" FN -2 3' -10" TOOLED EDGES TYP McNICHOLS CO. 1 "x316" @ 346" S.S. BANDED GRATING, 7 -SGSS- 100 -2, OR APPROVED EQUAL N N CATCH BASIN — INSIDE WALL 9 E Z�� �-ULPTPIOEOIT ALLET WITH CAKOAA CAC EDGE OF CONCRET � BASIN /SIDEWALK INTFRFACFC NP 1' -52" GRATE WIDTH 1' -6" INSIDE DIMENSION OF SEAT DETAIL - GRATING G Scale: 1 112" = 1' -0" FN -2 HEAVY DUTY THREADED BRASS COUPLING BRASS PIPE TO NOZZLE 0 BRASS THREADED FEMALE X MALE THREADED COUPLING PVC COUPLING FEMALE ` - - ---J THREAD X SLIP -PVC PIPE FROM PUMP DETAIL PVC TO BRASS TRANSITION 1 I I I � t I 1 I I I DETAIL - CATCH BASIN C Scale: 1 112" = V -0" FN -2 3" PVC PIPE TO DRAIN INLET TOOLED EDGES, TYP. IP BAR GRATING SEAT ANGLE 1 "x2 "x31 " S.S. SEAT ANGLE FRAME, PROVIDE ANCHORS 3" 3" MATER LEVEL SENSOR IRE & CONDUIT 2" SEAT FOR GRATE MIN. 1" CLEAR FROM PIPE TO INSIDE FACE 4" RETURN PIPE DETAIL - WATER LEVEL Scale: 3/4" = 1' -0" FN -2 i I " SHUTOFF WATER LEVEL _ f �' lco OPERATIONAL WATER LEVEL l+ 'i WATER LEVEL PROBE AND HOUSING, MOST NORTHERN CATCH BASIN ONLY, FOUNTAIN PEOPLE PART N0. -Y4 CWL -002C & CPL -WFC _ 1/2" RIGID 3" GALVANIZED ` ELECTRICAL CONDUIT OVERFLOW PIPE, ALL 0 CATCH BASINS 3" PVC PIPE TO SECTION E DRAIN INLET Scale: 3/4" = V -0" FN -2 FOR TILE INSTRUCTIONS PRECAST5 CONCRETE CAP SEE DETAILS (G K N -1 N- OGEE TILE CAP AT WEIR. TOP OF WEIR OVERPOUR TO BE 1Y" BELOW TOP OF PRECAST CONCRETE CAP, TYP. I SEE DETAIL K m >_ #4 BOND BEAMS, 2 PLACES;+ -�; FLOOR DRAIN W/ PLUG, FOUNTAI ?' ° PEOPLE PART NO. FFD -300, TY x Y„ THICK POOL PLASTER OVER 4 CONCRETE BASE, TYP. N- F- w © 4" Co #4 BOND BEAM r`o U- o I s - -- #4 @ 24" E.W. CATCH BASIN N Y" CONTINUOUS TO WALL 4 SEE DETAIL C �1 4" I >, 2 "TYP. 4" 1 E.W. — z I 24" M f[f I Lu m , N N 4 Lu C 2' -0" I I 3" PVC DRAIN WITH ' THREADED CAP, TYP. ,I h;li #4 @ 24" E.W. CENTERED 4" RETURN PIPE 6" 1' -2" 1' -2" 6" RETURN PIPE 2' -10" SECTION g Scale: 3/4" = 1' -0" FN -2 NOTE: ALL WALLS ARE TO BE GROUT FILLED 6x8x16 CEMENT MASONRY UNITS, CUT AS NECESSARY FOR VERTICAL REQUIREMENTS. #4 BOND BEAT 8" THICK DRAIN GRAVEL, TYP. #4 HORIZ. BARS #4 @ 24" O.C. R WALL FAIL J N- Y2" EXPANSION JOINT N WITH CAULK TOP SE) ALL 4" CONCRETE SI[ TO CMU WALL INTER[ DETAIL - PLANTER WALL. H Scale: 3/4" = V -0" FN -2 SEE LANDSCAPE PLANS FOR SOIL SPECIFICATIONS PRECAST CONCRETE WALL CAP, 9" WIDTH x 2" THICK ASPHALTIC SEALANT ON ; ASHLAR CULTURED -- ., r. STONE VENEER BACK OF PLANTER WALLS _I - PER C.O.B. REQUIREMENTS GROUT, TYP +! I ✓j Y" MORTAR BASE r i 6x8x16 CMU WALL, GROUT FILL VOID DETAIL - PLANTER WALL Scale: 1 1/2" = V -0" FN -2 NOTE: ALL MASONRY CELLS TO BE GROUTED SOLID #4 @ 24" -3 - #4 BARS 0 #4 @ 24" O.C. POOL WALL , #4 BOND BEAM 'I K Y4" THICK POOL PLASTER OVER N 4" CONCRETE BASE, TYP. I I 'I - - -- �- - #4 @ 24" E.W. CONTINUOUS TO WALL II " ! 2" SAND BED I #4 HORIZ. BARS CD C1- N ' #4 REBAR @ 24" O.C. � CMU WALL FOOTING 12" DETAIL - LOWER POOL WALL /,- II Scale: 3/4" = V -0" PRECAST CONCRETE WALL CAP, 9" WIDTH x 2" THICK /--WATER LINE ASHLAR CULTURED 44 GLAZED CERAMIC TILE Ir STONE VENEER I GROUT, TYP. ---_,\ Y4" THICK. THINSET Co GROUT, TYP Y" MORTAR BASE I ' �-- I Y4" THICK POOL PLASTER THICK. GUNNITE 6x8x16 CMU WALL, GROUT FILL VOID DETAIL - POOL WALL K Scale.- 1 112" = V -0" FN -2 N.T.S. FN -2 10 11 12 13 14 15 16 1�7 18 19 20 21 22 23 24 20 s I U TT VJT L s �j ocD Corn rn(D m W � .5� U �:M wCo W Co U p, C:, O (b 2 c6Z CD O O T e��11 T tl a m Q 0 0 o `- W N m �_z LL '1�1 O F- J o O z W ° O Q o r cc a v o m a Co [0 Q00 Q a p`U) i00 �'�= _ Q of 2� Q -i W _ 7 w f J -- —� N = _j l a N w I p Lu fr co 1' -52" GRATE WIDTH 1' -6" INSIDE DIMENSION OF SEAT DETAIL - GRATING G Scale: 1 112" = 1' -0" FN -2 HEAVY DUTY THREADED BRASS COUPLING BRASS PIPE TO NOZZLE 0 BRASS THREADED FEMALE X MALE THREADED COUPLING PVC COUPLING FEMALE ` - - ---J THREAD X SLIP -PVC PIPE FROM PUMP DETAIL PVC TO BRASS TRANSITION 1 I I I � t I 1 I I I DETAIL - CATCH BASIN C Scale: 1 112" = V -0" FN -2 3" PVC PIPE TO DRAIN INLET TOOLED EDGES, TYP. IP BAR GRATING SEAT ANGLE 1 "x2 "x31 " S.S. SEAT ANGLE FRAME, PROVIDE ANCHORS 3" 3" MATER LEVEL SENSOR IRE & CONDUIT 2" SEAT FOR GRATE MIN. 1" CLEAR FROM PIPE TO INSIDE FACE 4" RETURN PIPE DETAIL - WATER LEVEL Scale: 3/4" = 1' -0" FN -2 i I " SHUTOFF WATER LEVEL _ f �' lco OPERATIONAL WATER LEVEL l+ 'i WATER LEVEL PROBE AND HOUSING, MOST NORTHERN CATCH BASIN ONLY, FOUNTAIN PEOPLE PART N0. -Y4 CWL -002C & CPL -WFC _ 1/2" RIGID 3" GALVANIZED ` ELECTRICAL CONDUIT OVERFLOW PIPE, ALL 0 CATCH BASINS 3" PVC PIPE TO SECTION E DRAIN INLET Scale: 3/4" = V -0" FN -2 FOR TILE INSTRUCTIONS PRECAST5 CONCRETE CAP SEE DETAILS (G K N -1 N- OGEE TILE CAP AT WEIR. TOP OF WEIR OVERPOUR TO BE 1Y" BELOW TOP OF PRECAST CONCRETE CAP, TYP. I SEE DETAIL K m >_ #4 BOND BEAMS, 2 PLACES;+ -�; FLOOR DRAIN W/ PLUG, FOUNTAI ?' ° PEOPLE PART NO. FFD -300, TY x Y„ THICK POOL PLASTER OVER 4 CONCRETE BASE, TYP. N- F- w © 4" Co #4 BOND BEAM r`o U- o I s - -- #4 @ 24" E.W. CATCH BASIN N Y" CONTINUOUS TO WALL 4 SEE DETAIL C �1 4" I >, 2 "TYP. 4" 1 E.W. — z I 24" M f[f I Lu m , N N 4 Lu C 2' -0" I I 3" PVC DRAIN WITH ' THREADED CAP, TYP. ,I h;li #4 @ 24" E.W. CENTERED 4" RETURN PIPE 6" 1' -2" 1' -2" 6" RETURN PIPE 2' -10" SECTION g Scale: 3/4" = 1' -0" FN -2 NOTE: ALL WALLS ARE TO BE GROUT FILLED 6x8x16 CEMENT MASONRY UNITS, CUT AS NECESSARY FOR VERTICAL REQUIREMENTS. #4 BOND BEAT 8" THICK DRAIN GRAVEL, TYP. #4 HORIZ. BARS #4 @ 24" O.C. R WALL FAIL J N- Y2" EXPANSION JOINT N WITH CAULK TOP SE) ALL 4" CONCRETE SI[ TO CMU WALL INTER[ DETAIL - PLANTER WALL. H Scale: 3/4" = V -0" FN -2 SEE LANDSCAPE PLANS FOR SOIL SPECIFICATIONS PRECAST CONCRETE WALL CAP, 9" WIDTH x 2" THICK ASPHALTIC SEALANT ON ; ASHLAR CULTURED -- ., r. STONE VENEER BACK OF PLANTER WALLS _I - PER C.O.B. REQUIREMENTS GROUT, TYP +! I ✓j Y" MORTAR BASE r i 6x8x16 CMU WALL, GROUT FILL VOID DETAIL - PLANTER WALL Scale: 1 1/2" = V -0" FN -2 NOTE: ALL MASONRY CELLS TO BE GROUTED SOLID #4 @ 24" -3 - #4 BARS 0 #4 @ 24" O.C. POOL WALL , #4 BOND BEAM 'I K Y4" THICK POOL PLASTER OVER N 4" CONCRETE BASE, TYP. I I 'I - - -- �- - #4 @ 24" E.W. CONTINUOUS TO WALL II " ! 2" SAND BED I #4 HORIZ. BARS CD C1- N ' #4 REBAR @ 24" O.C. � CMU WALL FOOTING 12" DETAIL - LOWER POOL WALL /,- II Scale: 3/4" = V -0" PRECAST CONCRETE WALL CAP, 9" WIDTH x 2" THICK /--WATER LINE ASHLAR CULTURED 44 GLAZED CERAMIC TILE Ir STONE VENEER I GROUT, TYP. ---_,\ Y4" THICK. THINSET Co GROUT, TYP Y" MORTAR BASE I ' �-- I Y4" THICK POOL PLASTER THICK. GUNNITE 6x8x16 CMU WALL, GROUT FILL VOID DETAIL - POOL WALL K Scale.- 1 112" = V -0" FN -2 N.T.S. FN -2 10 11 12 13 14 15 16 1�7 18 19 20 21 22 23 24 20 s I U TT VJT L s �j ocD Corn rn(D m W � .5� U �:M wCo W Co U p, C:, O (b 2 c6Z CD O O T e��11 T tl a m Q 0 0 o 7S t. 6 :i SHEEEnnT NO. p u�°fQ-q 6OF25 z m �_z LL '1�1 O •m U ° O Q o r cc a v o m a Co [0 Q00 Q a p`U) i00 cc Q CIS w � J z = _j F-- a w I p Lu fr co z U z J o F- CC ° 0 O w u U wcc 00 F- O O � LL U 7S t. 6 :i SHEEEnnT NO. p u�°fQ-q 6OF25 PVC UPDRAIN RELIEF VALVE. PROVIDE 1$" SQUARE CONCRETE APRON FLUSH WITH EXISTING SIDEWALK C/II [KIT AIAI \ /AI It T rl1I IKITA1AI nrnMI r FORMAL FOUNTAIN SUMMARY NOZZLE NAME MODEL NO. QUANTITY DESIGN HEAD (FT) DESIGN HEIGHT (FT) DESIGN FLOW (GPM) DOMINATOR EAD -150 1 16 10 67 FINGER JET N -77 8 15 4 30 MORNING GLORY N- 220 -25 4 2 1.5 1 35 TOTAL FLOW (GPM) = 447 TOTAL DYNAMIC HEAD (FT) = 26 HORSE POWER NEEDED = 4.0 TOTAL WATER VOLUME (GAL) = 2,073 0 _z Y4 "x1Y" S.S. VANDAL RESISTANT SCREW WITH EXPANSION ANCHOR LUG — 2 REQ'D 0 0 LED LIGHT o %4 "x2 "xY" S.S. STRIPS 56"O MODULE '- HOLE IN CENTER - 2 REQ'D 1 LIGHTING CABLE PROVIDE LOOPS FOR REMOVAL SILICON CAULKING SEAL � CIRCULAR BLOCKOUT SIZE FOR LIGHT MODULE —100 I 3/" CONDUIT TO CONTROLLER 4" TYP. BRASS PIPING TO NOZZLE DETAIL - LIGHT MODULE B Scale: 3" = V -0" FN -3 10 11 12 13 1'4 1'S 1"6 1'7 18 19 20 21 22 -0 MANHOLE CONSTRUCT SEWER MANHOLE, SEE UTILITY PLAN —CONSTRUCT 4" SEWER, SEE UTILITY PLAN / .7o� 29 0 N w Q a� a o M U CL T �Co Co _0(o Co co �m W 0 5 U Co 00 W 5� Uco U ET C6 O 0 T1�l11 T LL. Q i c = o i iv I o cc t ' I a O i j Z 1 ir Co LL 4 O 30 .2 ED CD N (n 7 m Q T 0 6 N d 0 Q U 0 0 i m Q m Q � Q W z _z Cl) m _.1 = Y a- W i J LLI Cc U) c) z z J p < � Q z d Lu LL LL w U � Y C Q W m I— m L- U) O O u)_ LL U QJ r_-.4 z SHEET NO. 70F25 NA o �I ��l 1 Co «c t r1 �ztry -0 MANHOLE CONSTRUCT SEWER MANHOLE, SEE UTILITY PLAN —CONSTRUCT 4" SEWER, SEE UTILITY PLAN / .7o� 29 0 N w Q a� a o M U CL T �Co Co _0(o Co co �m W 0 5 U Co 00 W 5� Uco U ET C6 O 0 T1�l11 T LL. Q i c = o i iv I o cc t ' I a O i j Z 1 ir Co LL 4 O 30 .2 ED CD N (n 7 m Q T 0 6 N d 0 Q U 0 0 i m Q m Q � Q W z _z Cl) m _.1 = Y a- W i J LLI Cc U) c) z z J p < � Q z d Lu LL LL w U � Y C Q W m I— m L- U) O O u)_ LL U QJ r_-.4 z SHEET NO. 70F25 RETAINING WALL WITH BRICK TOP GROUND LINE N N T T_ - - - - -- WALL FOOTING 2' -6" 1, 61-1 02 5' -211 5' -112' VIEW 1A SIDEWALK BEYOND Al_ I�iI1����U1j�) I�t1►�i� 8' -0" 39' -3" VIEW 1 B DECORATIVE FENCE SEE DETAIL A TOP OF RAMP/ WF- SIDEWALK HANDRAIL BEYONI GROUND LINE FENCE PANEL SEE DETAIL E PILASTER WF -3 CONTINUOUS HANDRAIL AT PILASTER & STAIR RETAINING WA TOP OF LANDING -DOGLEG HANDRA --�= & RETUI TO POS' CP _rA ------------------------------- WALL FOOTING 24'-42" VIEW 1 E TOP OF RAMP SIDEWALK BEYOND DOGLEG HANDRAIL & RETURN TO HANDRAIL SUPPORT POST SFF OFTAII �'_D' WALL FOOTING DECORATIVE FENCE HANDRAIL nrr TRAIL VIEW 11 PILASTER SEE DETAIL (I WF -3 DECORATIVE FENCE SEE DETAIL A WF -3 K_T� LL 9' -4" 7' -4" 7' -32' 91.311 WALL PLAN Scale: 1/8" = 1' -0" DECORATIVE FENCE FINISH GRADE RETAINING WALL PILASTER � I � I _L._J r _I L 4'-0" 2' -8" WALL 1 FOOTING 8.92 VIEW 1C HANDRAIL SEE DETAIL E 'ILASTER WF -3 TOP OF SIDEVALK , ROUND LINE ' TILLUA LL N --------------- - - - - -- — - - - -- — WALL 6.4 FOOTING _j 2 VIEW 1 F 30'_o-,� TOP OF SIDEWALK BEYOND DECORATIVE FENCE - TERMINATE HANDRAIL \11t TO WALL TOP OF SIDEWALK SEE DETAIL KR' BEYOND WF -3 RETAINING �-- -TOP POUF WALL SIDEWALK LANDING DOGLEG HANDRAIL & o TERMINATE o Co Co TO WALL CV L 5' -8" WALL FOOTING— VIEW VIEW 1G ANDRAIL VIEW 1 K 4 1� 30' -02" ww` IN 26' -O2" SEE ENLARGED PLAN — BELOW FOR DIMENSIONS THIS AREA NO VENEER \\ ,=1N t � v T NO VENEER EXISTING WALL 1 M -EXISTING PILASTER 1 9' -81 PLACE VENEER -- PILASTER DECORATIVE FENCE PILASTER HANDRAIL TO MATCH SEE DETAIL A t SEE DETAIL A WF -3 SEE DETAIL WF- RETAINING WALL 411'� a '-- -TOP OF SIDEWALK FINISH GRADE WALL LANDING FOOTIN PILASTER _U-) 00 l - _ - - L - --- T=IN T 2 8 :�21_8' WALL 8' -0" 9' -2" FOOTING VIEW 1 D T-�N DECORATIVE FENCE RETAINING WALL - ----. PILASTER TO MATCH ///�DOGLEG WALL LINE, RETURN HANDRAIL TO POST SEE DETAIL WF -3 - Co TOP OF RAMP/ N SIDEWALK "- WALL FOOTIN GROUND LINE c� LL ---- J_ --- _- ------ O G 472' 4' -102" 4'_82' N VIE TERMINATE HANDRAIL TO WALL PILASTER N co 'F-3 ETAINING WALL LL BEYOND TOP OF __ ___ _ SIDEWALK URI TOP OF - -. I I GROUND LINE - RAMP/ z SIDEWALK -- - - -- f : -- -- - -- -- -- -- -_-- i � L �, ALL FOOTING 11' -101" 7 -9 5 -3 W 2 VIEW 1 L VIEW 1 M 1, 1 T=IN Co = Lo 45° 2' -72.. 2' -112 " ' 3' -22 17 �> x A, J t to KWF-P rn X" y ti 4�0 T ^ ( I Lk ✓O �1 \�K \ r 3-82' S._0.. 3' -61 ENLARGED DIMENSION PLAN EXISTING PILASTER, WALL & FENCE EXISTING ELECTRICAL CABINET c Scale: 1/4" = 1' -0" RETAINING WALL GROUND LINE BEYOND ( D PILASTER GROUND LINE ' WALL-- - -- FOOTING - 1- - - -L -- -- 3' -4..3' -112 ' 7._42.. J - T VIEW 1 N 2 co p �k '� o C Co \b W U T 0 L U U o� Co T `^ Vl W Co UC* �U- �U- Co C'-) 42 W o T U v Co Co Co U111 Z3 Co o cn cn t� U� c C) ^^s I � 4 o i t p o I ' Ir gs o tE f ai ti p 7 Q : Z. o i6 N a mp jQU'LLU p GE Cn Q z Q w 0 J Q > Y � J w I W Lu C/) 06 U W U) J LL Q 11 O J � w LL Cr U W Q Cr d5 m � � LL U) J U mix 'o Aw k 3 1-sze ,q ;s MIF4 SHEET NO. 8OF25 CJ WATERPROOF ALL INSIDE FACES VENEER OUTSIDE ---- -� FACES OF PLANTER RETAINING WALL WITH BRA TOP RIM 2E � 51 -011 11 ' -2411 51 -011 1 V -L2 1 1 -611 WALL PLAN 2 Scale: 1/8" = 1'-0" �F- :L-N — RETAINING WALL RETAINING WALL FINISH WITH BRICK TOP GRADE GRADE CV I"---- - - --J- Is-L--- ----- ----- ------ - - - -1- L --- -----J 81_11 21' -2$" ( FOOTING 8' -7" WALL — WALL VIEW 2A FOOTING VIEW 2B VIEW 2C RETAINING WALL FINISH RETAINING WALL FINISH GRADE FINISH GRADE GRADE FINISH GRADE -- t L1- - ----- I--------------- I- - - - - -- L - -- - WALL L 1„ WALL �L 21'_2111 � 1 "FOOTING 3 -0 FOOTING L 2 _I 3 -0 VIEW 2D VIEW 2E VIEW 2F VENEER OUTSIDE — FACES OF PLANTER WATERPROOF ALL— INSIDE FACES RETAINING WALL 3C WITH BRICK TOP N Ly m PLANTER CD I Co v 3A LL' N 2' -611 151-011 2' -6" WALL PLAN 3 Scale: 1/8" = 1'-0" WF- NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK TOP OF STAIR /SIDEWP . . 1 d 0 Y" EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT BACK JOINT WI TH FELT -- I----------- - - - - -F I I I 11 Scale: 1 1/2"=V-0" PROVIDE VERT. BARS EACH SIDE OF EXPANSION JOINT FOOTING TO RUN CONTINUOUS FOOTING REBAR TO RUN CONTINUOUS \-411 ----- - - - - -- I TO KL I UKNLU 1U F"ILHJ I LK SEE DETAIL N WF -3 E 4 Q 4 n 211 :, j,�%�. %< � -/ %iii /� ✓�� {� %i� %;�`i %� /, ELEVATION WALL EXPANSION JOINT D Scale: 3/4 " =1' -0" WF- RETAINING WALL RETAINING WALL FINISH TOP OF PODIUM FINISH GRADE GRADE TOP OF tluuium fj - ---- ------ -- -- - -- - 1- --1 - -J L--'1--- -- ---- --- - - - - --1 -J - 1--- 1.. -_-J WALL FOOTING FOOTING w w � N� LL 15' -0" 2' -6" 2' -6" 3' -01' 21 -6" 2' -6" 15' -0" 21 -611 21 -611 31 -011 21.611 VIEW 3A VIEW 3B VIEW 3C VIEW 3D 2" WIDE SLIP- RESISTANT CONTRASTING STRIP AT ALL TREADS & TOP LANDING cnsr- mi.n.Hcc As7s',t c.f_r W# Ai KISAAcM46w SMi 1% ,• STAIR DETAIL B Scale: 3 "= 1' -01' WF- Ci R2" 10 1'2 1'3 1'4 1c �� 18 19 20 21 STAIR SECTION A Scale: 1" =1' -0" WF- x .. Nkmw 2 d ;of' : o Co w U iv a EL U w o 0 C chi rn o U 2 a� a co •CD m w� 0 5 U� U r M t15 ILL00 S C T (�o I" I j 1 2 C6 a) C C3 0 T .EL � al j *o ` I I o i 0 1 co Z Ir U- p m C)U ,omjZm ai d Q Q O E c) O N Q C/) Q W W D z Q oc w w °- U) w C0 Cc U W Z J C O C J J w >.- w LL I_- Cr U °� y W z m I— J LL cn 0- O Q U V� � r. C-n 6 U t� SHEET NO. M IF oL'5f 23 9OF25 TOP OF WALL Co w Ir 00 PILASTER LOCATIONS PER rr r Nn u / I'\ rrklnr nnr,T 8' -0" MAX. BETWEEN POSTS 2 "x2 "x14GA. _1/ PROVIDE DRILLED FENCE POST BOTTOM RAIL FOOTING AT OTHER LOCATIONS SEE DETAIL B WF -3 WROUGHT IRON FENCE DETAIL rA---'\ Scale: 1/2" = V -0" 2" CAST BALL CAP, FASTEN SECURE TO POST 3"x3 "xf6" STEEL TUBING POST DRYPACK CORE HOLE CHAMFER AROUND POST TOP OF RETAINING WALL CORE DRILL HOLES IN WALL T� 5" DIA. FENCE POST DETAIL B Scale: 3/4" = V -0" �F- 111 4 HANDRAIL PIPE IPE OR SOLID ISERT 111 211 111 5/16"x1" SLOTS lil � N " 2 MOUNTING FLANGE DETAIL C Scale: 3" = 1' -0" �F- WALL FOOTING STANDARD BRICK COURSES -- - ---- SET VENEER ATTACHMENT DECORATIVE FENCE STRIPS ' 4" 4 PILASTER FOOTING RETAINING WALL - - - - - -- - -- - I I � "%, 4- #4 BARS VERTS TO PILASTER FOOTING - - - - -- - VENEER STRIPS #3 TIES @ 16" k MOUNTING FLANGE FOR 7,,,.,-,WALL FOOTING TOP AND BOTTOM I DECORATIVE FENCE FENCE RAILS SEE DETAIL i ' RETAINING WALL WF -3 PILASTER SECTION - CORNER AT TOP LANDING rK� Scale: 3/4"=V-0" #3 TIES @ 16" WALL FOOTING VENEER STRIPS f___,___FILL_VO.ID WITH GROUT EXPANSION JOINT MATERIAL EXPANSION JOINT MATERIAL MOUNTING FLANGE FOR TOP MOUNTING FLANGE FOR TOP AND BOTTOM FENCE RAILS AND BOTTOM FENCE RAILS SEE DETAIL O RETAINING WALL _ — RETAINING WALL WF -3 r 4\ STANDARD BRICK COURSES ` x '' SET VENEER ATTACHMENT = < , WALL FOOTING � I __- - J STRIPS 411 4.1 R E PILAST FOOTING ­�] 12" MIN. 1Y" DIA. HANDRAIL EXTENDED 12" MIN, PARALLEL WITH LANDING & RETURNED TO POST I N T 0 Co DRYPACK CORE HOLE CHAMFER AROUND TOP RAMP OR POST WALKWW AY E.- CORE DRILL HOLES IN WALL TI-- 14111 DIA. DETAIL - HANDRAIL RETURN TO POST D Scale: 3/4" = V -0" WF -3 DETAIL HANDRAIL SLIPJOINT 0 Scale: 3" = 1' -0" WF-3 1Y" DIA. HANDRAIL PARALLEL C FENCE POST WITH WALKWAY /RAMP r- W.I. FENCE PANEL 8' -0" MAX. BETWEEN HANDRAIL SUPPORTS HANDRAIL -FENCE AND PILASTER ATTACHMENT E Scale: 1/2" = V -011 �F- DOGLEG HANDRAIL WHERE EXTENSION CREATES A HAZARD -1Y" DIA. HANDRAIL SUPPORT POST -TOP OF SIDEWALK /RAMP TOP OF WALL DOGLEG AT CORNER & RETURN TO POST SEE DETAIL WF -3 3'1 MAX. 1 TOP OF m co WALKWAY/ NOTE: ALL HANDRAILING TO BE RAMP FIELD FABRICATED THEN REMOVED AND SENT TO SHOP FOR SHOP APPLIED DETAIL - HANDRAIL FUSION EPDXY POWDER COATING. PROVIDE SLIP WALL ATTCHM ENT F JOINTS WHERE NEEDED FOR ERECTING IN FIELD Scale: 112" = V -011 �F- \---4- #4 BARS VERTS TO PILASTER FOOTING PILASTER SECTION Scale: 3/4 " =1' -011 PRECAST PILASTER CAP, CONCRETE DESIGNS TUCSON, 1' -4" ARIZONA MODE PC5 (WHITE) BRICK VENEER, EAST TEXAS BRICK COMPANY, "INTERSTATE CHARLESTON" WROUGHT IRON FENCE AS REQUIRED Scale: 3/411 =1' -0" 15 1,6 1" 18 1 r 55 �p c� N W a - o Co U • C T U o c° cC CD Co 0% W Co W o >Co U Co Co Co Ct3 rD utJ Co o O r 2 Co >f luj c C) 5 "DIA X 8" DP CORE i a ADJACENT DRILL FOR FENCE PROPERTY POSTS AS REQUIRED -- GRADE r-- WALKWAY 'i 4" CHAMFER III —' 1 s ? l- 12'1 DETAIL -THICKENED EDGE Scale: 3/4 " =1' -0" PROVIDE EXPANSION ANCHOR SLEEVE FOR MASONRY EDGE OF PILASTER OR WALL WALL FLANGE 1Y "0 HANDRAIL NNDAL RESISTANT 'REWS MOUNTING DETAIL HANDRAIL TERMINATION N Scale: 3" = 1' -0" WF -3 0 Q o I J K I I I I I I I o ATTACH TOP AND - - WF -3 WF- 4 1 --- BOTTOM RAILS WITH �m� ❑� 0 o r 17i 10 fr;3❑ a 0� oop Qo o ° zm ILLo ai o N MOUNTING FLANGE � I I cc SEE DETAIL ,/C O_ Q rr W W U) w _z J = WF -3 i I + I I LLI W TOP OF RETAINING WALL Cr_ U W H p dS _J Q z_ 4- #4 REBAR, WITH #3 TIES @ 16 ", B --� L Q INTEGRAL WITH RETAINING WALL WF -4 W m n (� O u) J FINISH GRADE U -- -- - - - - -� + I �, .� � L -� BOTTOM OF RETAINING WALL ,;�- CLASS 'B' CONCRETE FOOTING, • '. FOOTING IS PARTIAL AND ADJACENT L " = == 14 AND INTEGRAL WITH RETAINING WALL s� FOOTING TO BE NEATLY FORMED ON PLANTER SIDE - NO CONCRETE TO 2-0" SOR. EXTEND PAST DESIGN LINE FOR ANY FOOTINGS IN PLANTER AREAS * FOOTING STEP IS REQUIRED WHEN PILASTER FALLS WITHIN OR IS IMMEDIATELY ADJACENT TO SIDEWALK PILASTER DETAIL �I Scale: 3/411 =1' -0" 15 1,6 1" 18 1 r 55 �p c� N W a - o Co U • C T U o c° cC CD Co 0% W Co W o >Co U Co Co Co Ct3 rD utJ Co o O r 2 Co >f luj c C) 5 "DIA X 8" DP CORE i a ADJACENT DRILL FOR FENCE PROPERTY POSTS AS REQUIRED -- GRADE r-- WALKWAY 'i 4" CHAMFER III —' 1 s ? l- 12'1 DETAIL -THICKENED EDGE Scale: 3/4 " =1' -0" PROVIDE EXPANSION ANCHOR SLEEVE FOR MASONRY EDGE OF PILASTER OR WALL WALL FLANGE 1Y "0 HANDRAIL NNDAL RESISTANT 'REWS MOUNTING DETAIL HANDRAIL TERMINATION N Scale: 3" = 1' -0" WF -3 0 Q o I SHEET NO. mlpo,00) 01 100F25 o Z Ir �m� ❑� 0 o r 17i 10 fr;3❑ a 0� oop Qo o ° zm ILLo ai o N cc O_ Q rr W W U) w _z J = Y UI LLI W W Cr_ U W H p dS _J Q z_ W --� L Q Y W W m n (� O u) J U �, .� � z5 -s s� SHEET NO. mlpo,00) 01 100F25 ®m 4- #4 VERTS TO PILASTER FOOTING LINE OF FOOTING LINE OF FOOT 4- #4 VERTS TO PILASTER FOOTING •Z14:• o: #3 TIES, ALIGN WITH BOND BEAMS _—#4 BAR AT FIRST CELL ON I EACH SIDE OF PILASTER 16" WIDE WALL CAP FOR SEAT 8 "X8 "X16" CONCRETE MASONRY UNITS, SOLID GROUT FULL HEIGHT CULTURED STONE----,,, VENEER, EXTEND 4" MIN. BELOW FINISH GRADE CULTURED STONE VENEER, APPROXIMATELY 1/2" TO 1" ABOVE TOP OF SIDEWALK #4 @ 24" VERTS ON RUN OF WALL, HOOK BOTTOM #4 BOND BEAMS %2' EXPANSION JOINT MATERIAL ... 811 WALKWAY FINISH GRADE REFER TO E OF FOOTING GRADING PLAN r:�' ° :y `b;;l?t� !\�!,',' ;w ...a'.e a y #4 BARS @ 12" MAX,, CONTINUOUS 4" VERTS ON � 2 e' ,' `- REINFORCED CONCRETE - WALLS FOOTING o DIM. "W1" #4 @ 24" WALL SECTION C Scale: 3/4" = V -0" �F- 4 BAR AT FIRST CELL ON ACH SIDE OF PILASTER LINE OF FOOTING 3 TIES, ALIGN TH BOND BEAMS i @02F�VA RTSS ON PILASTER IN RUN OF WALL WALL SECTION B Scale: 3/4" = V -0" WF-4 4- #4 BARS IN PILASTER TOP OF-�^ MORTAR PRECAST V -4" SQR. SIDEWALK PILASTER CAP TO PILASTER TOP VENEER BRICK, SOLID GROUT PILASTER 4- #4 BARS IN PILASTER WALL FOOTING DIMENSIONS "H" - HEIGHT, FT "71" FOOTING THICKNESS, IN "W1" - FOOTING WIDTH, IN WALL REINFORCEMENT FOOTING REINFORCEMENT 0 TO 2-0" 8 18 #4 @ 24 #4 @ 24 21 -111 TO 2' -6" 10 24 #4 @ 24 #4 @ 24 2' -7" TO 3' -4" 12 26 #4 @ 24 #4 @ 24 3' -5" TO 4' -811 16 34 #4 @ 24 #4 @ 24 4' -9" TO 6' -811 1 16 44 #4 @ 24 ALT. #4 @ 16 * #4 @ 24 ALT. #4 916 * TO TOP OF 4TH BLOCK ABOVE FOOTING NOTE 2: WALL 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 GRAS IS TO HAVE VOIDED VETICAL JOINTS TO ALLOW DRAINAGE TO WEEP. 8 "X8" DRAINAGE ENVELOPE IS TO RUN LENGTH OF WALL JUST ABOVE THE TOP OF FOOTING 10" BRICK CAP FOR WALL HEIGHTS OVER 4' -8" CULTURED STONE VENEER, --� NOTE 1: FOOTINGS ARE TO BE NEATLY FORMED ON PLANTER SIDE. APPROXIMATELY 112" TO 1" NO CONCRETE IS TO EXTEND PAST DESIGN LINES ABOVE TOP OF SIDEWALK 5" DIA. X 8" DP CORE DRILL FOR FENCE POSTS AS REQUIRED 12" BRICK CAP CULTURED STONE VENEER, CULTURED STONE VENEER, EXTEND 4" MIN. BELOW APPROXIMATELY 112" TO 1" FINISH GRADE y ABOVE TOP OF SIDEWALK I✓ r WALKWAY S' #4 BOND to a BEAMS; EXPANSION JOINT MATERIAL 811 #4 @ 24" VERTS ON RUN OF WALL, HOOK BOTTOM !" " " in. " 8x8 x16 CONCRETE CU FINISH -'__ ,!' MASONRY UNITS, SOLID 1' -411 GRADE �� e�\ , t `', %� GROUT FULL HEIGHT A #4 BARS @ 12" MAX, �y E- /�: 4a •.a. ..: r CONTINUOUS of °{ A, �� �,: •I . a . ". r,\ REINFORCED CUNC Ht: T "N .�,I. A .g. FOOTING #4 24 N 11 ;i �_ "' - -':, :Q'• s, 11!O � - �- _ -.;° �' \ A�f 211 DIM. "W111 WALL FOOTING ' 411 I � 21 -0" SQR. WALL SECTION D PILASTER FTG. Scale: 3/4" = 1' -0" �F-1 SECTION - FOOTING Co Co ADJACENT TO WALKWAY H 1 10" BRICK CAP I _z 2- #4 BARS IN i ADJACENT WALL 10" BRICK CAP 8X8 X16 CONCRETE MASONRY---,, 8 "X8 "X16" CONCRETE ' `` MASONRY UNITS, SOLID ` UNITS, SOLID GROUT FULL HEIGHT GROUT FULL HEIGHT �`'�'` • CULTURED STONE VENEER z: •o, APPROXIMATELY 1/2" TO v VOID VERTICAL MORTAR .�. =� z ABOVE TOP OF SIDEWALK FIRST COURSE FOR :\e WF- xy DRAINAGE ' ti \ 'Ci elir tea; \'r, II 4- #4 BARS 2 4 SQR. 1011 DIM "W1" 21-011 PILASTER FTG. 10" BRICK CAP PLANTER SOIL TO BE CLEAN OF DEBRIS AND CONCRETE - FINISH GRADE, REFER TO GRADING PLAN d• TOP OF PODIUM---- #4 BOND BEAMS WALKWAY #4 @ 24" VERTS ON RUN -' OF WALL HOOK BOTTOM ±:.•. 4;''. a, . f `� _� g °�\ , ` ASPHALTIC SEALANT PER ©` ` ' 4 . %,'''. ° �f' �r` Ax. rys : CITY OF BAKERSFIELD l�. STANDARDS, SEE NOTE 2 %2 EXPA SIGN /!, %i` /r,!!` r \�,. ®,i" •: -f _ ri JOINT MATERIAL F_ /� i 4 4 'µy n Co 5 , 7 PROVIDE 8 OF DRAIN; GRAVEL IN BOTTOM REINFORCED OF PLANTERS / CONCRETE FOOTING #4 BARS @ 12" #4 @ 24" DIM. "W1" MAX, CONTINUOUS FINISH GRADE, REFER TO GRADING PLAN R ANY FOOTINGS IN PLANTER AREAS. #4 BOND BEAMS 4,�_ ye � ....,5 - , ,xs;4.�,, ~: ASPHALTIC SEALANT PER CITY OF BAKERSFIELD 8 "X8 "X16" CONCRETE MASONRY STANDARDS, SEE NOTE 2 UNITS, SOLID GROUT FULL HEIGHTt , 10" BRICK CAP #4 @ 24" VERTS ON ?,. a j _° RUN OF WALL, _ 8 "X8 "X16" CONCRETE CULTURED STONE PLANTER SOIL TO BE 77, I`t _ '" HOOK BOTTOM MASONRY UNITS, SOLID VENEER, CLEAN OF DEBRIS APPROXIMATELY GROUT FULL HEIGHT AND CONCRETEq= 8 "x8 "x16" CONCRETE 1/2" TO 1 ABOVE - k "J TOP OF SIDEWALK ' VOID VERTICAL 8 ��`� MASONRY UNITS, SOLID CULTURED STONE VENEER, MORTAR FIRST �_ -.. GROUT FULL HEIGHT APPROXIMATELY %2' TO 1 ° #4 24" VERTS COURSE FOR ABOVE TOP OF SIDEWALK @ #4 @ 16 ALT. (WALL ON RUN OF WALL, ;i DRAINAGE 1.: HEIGHTS OVER 4' -811) :. HOOK BOTTOM ,v I.j FINISH RA 8x8 DRAINAGE ENVELOPE REFER DTOy. ,,,. ' J° :a #4 BOND BEAMS ° = ,v ``>�'' , f GRADING PLAN = #W :. - %- - - - - -- 8r ea. i• t - - - -- " WALKWAY 811 -�. { : , ASPHALTIC SEALANT PER CITY OF #4 @ 24" ALT ~ BAKERSFIELD �I I = I WITH #4 @ 16 II STANDARDS � - ' , 4---- -- - -_ SEE NOTE 2t -- - - - - =- - - - - - -� 4. ;\'\ %2 EXPANSION \I ''` ' ►.,... REINFORCED JOINT MATERIAL:,' -� ,, ®. _.< v, �'a.a��q' , ..��_:.;a, -� � ti CONCRETE T- . a r� T DIM. "W11. i- `7�T �. ' ' /' / --�� �' 1 11, T PROVIDE 8" OF FOOTING #4 BARS @ � 12" MAX, = DRAIN GRAVEL o REINFORCED CONTINUOUS IN BOTTOM OF #4 BARS @ 12" M. CONCRETE DIM. W1 DIM. W1 o PLANTERS CONTINUOUS FOOTING #4 @ 24" REINFORCED CONCRETE FOOTING 8 "X8 "X16" CONCRETE 10" BRICK CAP MASONRY GROUT FULL SHEIGHT PLANTER SOIL TO BE WALL SECTION CLEAN OF DEBRIS LTURED STONE VENEER, AND CONCRETE Scale: 3/4" = V -0" WF -4 APPROXIMATELY %2" TO 111 FINISH GRADE REFER BOVE TOP OF SIDEWALK TO GRADING PLAN WALKWAY `r #4 BOND BEAMS ASPHALTIC SEALANT PER CITY OF E3 ° . BAKERSFIELD STANDARDS, SEE NOTE 2 �� f VOID VERTICAL MORTAR FIRST ; „ _ �.F, COURSE FOR DRAINAGE 1 „ EXPANSION �,�1� 5" DIA. X 8" DP CORE DRILL FOR JOINT MATERIAL #4 @ 24" VERTS ON RUN _ FENCE POSTS AS REQUIRED OF WALL, HOOK BOTTOM 12" BRICK CAP #4 @ 24 VERTS ON RUN 2 OF WALL, HOOK BOTTOM CULTURED STONE VENEER, APPROXIMATELY 1" ABOVE #4 BARS @ 12" MAX, TOP OF SIDEWALK REINFORCED DIM. "W1" CONTINUOUS CONCRETE l':. WALKWAY FOOTING CULTURED STONE WALL SECTION I {., VENEER, APPROXIMATELY Scale: 3/4" = 1' -0" WF -4 1/2" TO 1 "ABOVE y`r TOP OF SIDEWALK ! -=t v�; z, r. ;: i - CULTURED STONE VENEER, j i APPROXIMATELY 1/2" TO 1" - \_Y2" EXPANSION ABOVE TOP OF SIDEWALK 5" DIA. X 8" DP CORE DRILL FOR -� JOWT MATERIAL FENCE POSTS AS REQUIRED.: #4 B .< OND #4 @ 24 VERTS ON r8 "x8 "x16" CONCRETE 12 II BEAMS BRICK CAP 4 .:. RUN OF WALL, ;.e.Y} . MASONRY UNITS, SOLID HOOK BOTTOM GROUT FULL HEIGHT 8 "X8 "X16" CONCRETE MASONRY :� o UNITS, SOLID GROUT FULL HEIGHT 8 "x8 "x16" CONCRETE MASONRY UNITS, SOLID CULTURED STONE %2' EXPANSION GROUT FULL HEIGHT VENEER, EXTEND 4 MIN. :�a; BELOW FINISH GRADE JOINT MATERIAL '° #4 @ 16" ALT. (WALL sr'` 8 WALKWAY k, 1 - R HEIGHTS OVER 4' -8 ") 2 #4 BOND = ..�; )/211 _ _ EXPANSION o = BEAMS : Kt ` ;.': #4 @ 24" �E JOINT MATERIAL" _ •t- "� *�t' f. " ,e #4 @ 24" VERTS ; FINISH ' \ \� \ \ff`� < ; �\, / ON RUN OF WALL, t:4 II , T- -, i T- GRADE '�\ "s ` r� \� �i� HOOK BOTTOM ~ /�ti , •�.. • I�j S @ 121 -- I�----- - - - - -- - -- __ �_ i : 0 MAX CONTINUOUS I o - -- - -- - F- v-------------- , -4 - --- - -- -J #4 @ 24" f REINFORCED CONCRETE \,--REINFORCED FOOTING CONCRETE FOOTING REINFORCED DIM. "W1" DIM. "W1" #4 BARS @ 12" MAX, DIM. "W1" #4 @ 24" CONCRETE FOOTING CONTINUOUS WALL SECTION A WALL SECTION E WALL SECTION KF Scale: 3/4" = V -0" WF-4 Scale: 3/4" = V -0" �F- Scale: 3/4" = T -0" �F- 4 10 11 12 13 14 is 16 18 19 20 21 22 23 24 6 j 0 N U a o a co s CC r � � rn � �v -0Zo • � cfl N N LL. �m LiJ o UU) M U111 I Q 00 o rL ::> co v) O 0 t- -C tI a m ;I I i I j I Q jt r) //�'� o i Co m 1L ?� Co C) < f C) ° Flo m Z m ai T Q° � °'o N a_ w z C/) _j Q Q w i W (!o U W Cc ❑ H � � U Q IC W U W J Q W Co I- O U) U m �00i \��s (t^ _ 1 4 T �w SHEET NO. 11 OF 25 C) cli 2)$x2",, PAIN TOP 164' -6" 1 _s_ S_ 77 HU HO— HO- 40- iv v H3 H D HO--- HO H SCREEN FENCE TRIM EXISTING OVERHANGING ni WITH CURB IN -4- M TREE BRANCH TO F E, FENCE W/CURB BETWEEN POW CLEAR NEW FENCE J' 17 X, POLE & EXISTING FENCE. AVOID L POSITIONING FENCE POSTS DIRECTLY BETWEEN POWER ,per PLAN SCREEN FENCE A POLES AND EXISTING FENCE Scale: 1/8" = 1' -0" F- 160'-0" TYPICAL PANELS 7111 31-1111 _41-611_ 31-91' 3' -- 2 4 C'\i C\1 22-41" ADJUSTED WIDTH 2 & HEIGHT PANELS 81-011 Scale: 1/8" = 11-01, Cf) w 0 0 - I �C\jl DETAIL - FENCE POST rE__-� Scale: 3/4" = 1' -011 DETAIL - WROUGHT IRON FENCE TYPICAL PANEL Scale: 112" = 1' -011 3"x3"X316" STEEL V, TUBING POST 6"X12" CONTINUOUS CURB SEE DETAIL C\j 6t sf. FINISHED (-.RAr)F C\1 LJ C\j DETAIL FENCE POST FOOTING ING (T� Scale: 3/4" = 1' -0" \�WF-5 110 tv 4 0 NOTE: ALL WELDS SHALL BE FILLET AND SHALL BE CONTINUOUS ON ALL JOINTS, NEATLY GROUND & BUFFED. NOTE: PANELS SHALL HAVE SHOP APPLIED FUSION EPDXY POWDER COATING, BLACK 717 771 DETAIL - WROUGHT IRON FENCE ADJUSTED WIDTH & HEIGHT PANELS I Scale: 1/2" = 11-0f' Y4"xY4"x2" FLANGE WELD TO FRAME, 4 PLACES 3 " Y16 XY4" S.S. SELF TAPPING SCREW W/ VANDAL PROOF HEAD & 14GAA16"A4" FORMED ANGLE DECORATIVE FRP PANEL S.S. SELF TAPPING SCREW W/ VANDAL PROOF y4" HOLE HEAD AND RUBBER WASHER, IN PLASTIC PANEL 8" SPACING Y16" HOLE \IT, IN PLASTIC PANEL \-2"x2"x1 4GA. TUBE ATTACHMENTS AT SIDE RAILS & POSTS DETAIL Scale: 3" = 1' -0" �F- I 12 13 14 1E 76 17 i8 1,9 1 4 Fz__� a m 4'-6" TYP. 21-911 AM N__ EXISTING PILASTER 9 811 811 ___-3"SQR.x2516" HT. CAST POST T IN CAP, OLDE TENT TOP STYLE, FASTEN SECURE TO POST { x, W �--MOUNTING FLANGE, 4 REQ'D 'M Q C0 o PER SIDE, TOP AND BOTTOM > AND EVENLY SPACED BETWEEN P Co Eo SEE DETAIL x L C: q) Coq) C) 0 m Co Co �_3%3"X316" < 00 0,-- C: (o STEEL C5 �5 Cn U- LL Co 1[7L !0 C) Cc > TUBING POST p IUO fr Q 1-:05 m C_ W 2 1 :0 1< (3) — 16 E 0 65 C"t Co Co to op Q. < w 1C,6 cz 0 CD < C ❑ C) 0 Z < a_ T a - 0 Cl) w w I m w z cc -r F CL <1i w 1D ❑ 0 LL U) Y < I TOP OF CURB 7 { A � U) DETAIL - FENCE POST rE__-� Scale: 3/4" = 1' -011 DETAIL - WROUGHT IRON FENCE TYPICAL PANEL Scale: 112" = 1' -011 3"x3"X316" STEEL V, TUBING POST 6"X12" CONTINUOUS CURB SEE DETAIL C\j 6t sf. FINISHED (-.RAr)F C\1 LJ C\j DETAIL FENCE POST FOOTING ING (T� Scale: 3/4" = 1' -0" \�WF-5 110 tv 4 0 NOTE: ALL WELDS SHALL BE FILLET AND SHALL BE CONTINUOUS ON ALL JOINTS, NEATLY GROUND & BUFFED. NOTE: PANELS SHALL HAVE SHOP APPLIED FUSION EPDXY POWDER COATING, BLACK 717 771 DETAIL - WROUGHT IRON FENCE ADJUSTED WIDTH & HEIGHT PANELS I Scale: 1/2" = 11-0f' Y4"xY4"x2" FLANGE WELD TO FRAME, 4 PLACES 3 " Y16 XY4" S.S. SELF TAPPING SCREW W/ VANDAL PROOF HEAD & 14GAA16"A4" FORMED ANGLE DECORATIVE FRP PANEL S.S. SELF TAPPING SCREW W/ VANDAL PROOF y4" HOLE HEAD AND RUBBER WASHER, IN PLASTIC PANEL 8" SPACING Y16" HOLE \IT, IN PLASTIC PANEL \-2"x2"x1 4GA. TUBE ATTACHMENTS AT SIDE RAILS & POSTS DETAIL Scale: 3" = 1' -0" �F- I 12 13 14 1E 76 17 i8 1,9 1 4 Fz__� a m 4'-6" TYP. 21-911 AM N__ EXISTING PILASTER 9 811 811 CO v, T Co C\j CL .z DIE a Q C0 o > P Co 14GA.x1Y2" WIDE STRAP, CRIMP ROLLED FOR STIFFNESS �FRPDECORATIVE PANEL \-2"x2"x1 4GA. TUBE ATTACHMENT AT MID RAILS MOUNTING FLANGE 4 PLACES SEE DETAIL rd'� Co 75 v, T Co C\j CL .z a Q C0 o > P Co Eo CrD L C: q) Coq) C) 0 m Co Co < 00 0,-- C: (o C5 �5 Cn U- Co 75 SHEET NO. 0 12 OF 25 jo v, Co C\j CL .z Q C0 o > P Co CrD L C: q) Coq) C) 0 m Co Co < 00 0,-- C: (o C5 Cn U- LL Co 1[7L !0 C) Cc > CZ p IUO fr Q 1-:05 m C_ W 2 1 :0 1< (3) — 16 E 0 65 C"t Co Co to op Q. < w 1C,6 cz 0 CD < C ❑ C) 0 Z < a_ T a - 0 Cl) w w I m w z cc -r F CL <1i SHEET NO. 0 12 OF 25 jo CL .z Q C0 o > T -4 C) 0 LL Co 1[7L !0 C) Cc > 0 (P p IUO fr Q 1-:05 z coo 4; C) 2 1 :0 1< (3) — 16 E 0 Q. < < < W LLJ C/) ❑ Z < T a - 0 w w I m w z cc -r F w 1D ❑ 0 LL U) < I U) LL U) cr w Y cl: w < w m F- W LL 0 z w U- SHEET NO. 0 12 OF 25 jo PARK BENCH PER DETAILrB__'� LIGHTED BOLLARD PER DETAIL rH__'� DETAIL - BENCH & BOLLARD PLACEMENT rA� Scale: 1/4" = 11-011 1 _'. - i / " 11 TYP SPACING C14 L a p e o r, m s 431 LAME AVE. RK: 800-521-2546 KAMM, IQ 49M FAX., 269-3BI-3455 TITLD PRESIDM STRAIGIff FLAT 4 SEAT UNIT DESIGN PRESIDM PATENT: D-383,627 n 11-1/2"SURFACE MOUNT 2)-6f) 91-1/2- 611 TOP OF CURB ELEV. PER GRADING PLAN ADJACENT EXISTING CONCRETE EDGE OR EARTH C) 11 FINISHED GRADE _71, 112" EXPANSION JOINT MATERIAL Tt, REQUIRED FOR CONCRETE EDGE _.Ft I, INTERFACE DETAIL -CURB Scale: 1 112 =V-0-- TOP VIEW 2-1/2" DIA --J TUBE SUPPORT SIDE VIEW 92" DETAIL - PARK BENCH, Scale: 3/411 = 1 1-011 r, Z)rL)N I GRID DOOR DOOR OPENI 1-1/4- DIA TUBE FRAMI 5/8- DIA SOLID ROD SEATINSERT 12 3/4- v v.u. zziumrACE MOUNT PLATE WITH THREE 9/16" HOLES UNDER COVER PLATE. ANCHOR WITH 3/8"X4- S.S. EXPANSION ANCHORS 1 GIVIIN. 3000 PSI CONCRETE COLOR AND 1/2" EXPANSION TEXTURE PER LEGEND, PROVIDE JOINT MATERIAL EXPANSION JOINTS AT 60'MIN. SEE DETAII-r-E-`� 1% MIN. - 2% TYP. TOP OF -------------- SIDEWALK/PLAZA 7�, 7- 7 77777,; ti:=­,-t77� i 1::,J 1 7 77, > Z z COMPACT 6" OF SUBGRADE TO 90% OF MAX. REL. DENSITY DETAIL - SIDEWAL K K_D_-� Scale: 112 =T-0` ��_ 1 - 3/8" TOP PLATE 14 5/16" STEEL 5/8" BASE ROD BENT FOR PLATE HASPE 7� CY5100 C\j kx, Cj 1/4"X1 -7/8" SLOT ON EACH SIDE OF PIPE DIA. PLATE (2 RQD.) FOR WRENCH ACCESS 2-1/2" SCH 40 2" EACH SLOT STEEL PIPE FOR DETAIL - BOLLARD HASPE AND BASE/e-_� HASPE RECESS Scale: 3" V-0" 8 -MINIMUM 4" CONCRETE PAD SIZE "(3 WHEN RECEPTACLE IS ISOLATED 5N�`� FROM PLAZA SURFACE kAnl IKI-r BOTTOM VIEW OR WITH 3/8"X4" S.S. EXPANSION ANCHORS ID PANEL LANDSCAPEFORMS DESIGN GROUP: PLEXUS DESCRIPTION: 20" FREESTANDING/SURFACE MOUNT TOP OPENING LITTER DETAIL - TRASH RECEPTACLE rC--'***-N Scale: 1"= V-0" 2" STD PIPE WELDED TO BOTTOM OF 0 BASE PLATE C-0 00 3/4�-'X 1 -5/8" SLOT IN TOP PPLATE, 2 EA. 7/16" HOLES IN L B Sl ASE PLATE, CENTERED 0 0 1 N HASPE POSITION RELIANCE FOUNDRY CO. R7589 DUCTILE IRON BOLLARD 1 "X32"FASTENING ROD, NUTS AND WASHERS FROM BOLLARD MANUFACTURER T 4.500" OD SCH 40 STEEL t-lt-tz. HUNb 10 BOTTOM OF 5" PIPE C\j 3/8" TOP PLATE 5/8" BASE PLATE ----- -- ---------- SEE DETAIL 4-#4BARS WITH W #3 HOOPS (0 -1 C\I 5.563" OD SCH 80 STEEL PIPE SLEEVE CONCRETE BASE 1/4" BOTTOM PLATE V-0" DIA .1 SECTION ALL FABRICATED STEEL ITEMS TO BE HOT DIPPED GALVANIZED DETAIL - REMOVABLE BOLLARD /,- �F Scale: 1" v-011 �DT-V 12 17 14 17 1'6 1,7 1� 1 HEAD MODULE' OPENING SYSTEM Nt 0) TWIST-LOCK OPENING SYSTEM E MO U �DL E Cyclone Lighting Bollard: CBM1210-5-LAC.50MH.QT12MS1.RAL9005TX LIGHTED BOLLARD 014 ANCHOR PLATE 3/8" ANCHORS x `Ii 12* GALV. 2 NUTS AND WASHERS EACH LIGHT BOLLARD 4" LEVEL GROUT COURSE /—SIDEWALK 00 4-#3 BARS OR #3 SQUARE TIE E�1" PVC CONDUITS 2500 PSI 24" SQU RE CONCRETE OR ROUND 2 CONDUITS NEEDED FOR BOLLARDS IN SERIES DETAIL - LIGHTED BOLLARDK—H-`� Scale: 1/2" = V-011 Ku )2 2� )4 NEATLY CAULK TOP OF JOINT TOP OF SIDEWALK - TOP OF SIDEWALK/PLAZ 4 7 ------------ --------- 112" EXPANSION JOINT MATERIAL r_-� r--r A I I r— r—% A k I e—% I Scale: 1 11211 =11-01, 11-1 T co OL I I I I i I ZC) Go > :co C) cc C 2: 0 � � LL Q < C) C) - .2 z ca no _T 0 < 0 iT-: C) 0) �6 (D CC 4 < OD N Cc w 0 IE D w Lu C/) Z < CO co M CO < co 0 CP C: 0 co 0 U- w U W C5 m co 00 < (0 u1_11 (Y) 0? 0 CO cfj Z LLJ 7 co w _j _j 0 fi Lu co Lu 0 > T co OL I I I I i I ZC) Go > :co C) cc C 2: 0 � � LL Q < C) C) - .2 z ca no _T 0 < 0 iT-: C) 0) �6 Ne' CC < Cc < w Lu C/) Z < -j I C/) IL _j w Lu < W Z LLJ w _j _j < Lu _j Lu Cyclone Lighting _m_ LL_ Luminaire: CP2620-FIAP-RS3-LAC.IOOMH.QT/208-SI-SCTX U) Type: Bracket: M113-C2-T15.RAL9005TX ir 0 < Type: Pole: PDI 5-12-SA-BD54-RAL9005TX.OPS w Option: BAI 524AP/D2.SCTX < w LIGHT STANDARD AND LUMINARIES m U- U) 0 U) C) ANCHOR PLATE 3/4" ANCHORS x 24" GALV. 2 NUTS AND WASHERS EACH LIGHT STD. 100- 12" TO WALL EDGE OR SIDEWALK EDGE 4" LEVEL GROUT COURSE SIDEWALK 41 z: CONDUIT AS REQ'D 6-#4 BARS EQUALLY SPACED 2500 PSI CONCRETE 24"0 #3 HOOPS-4 REQ'D EQUALLY SPACED SHEET NO. FOUNDATION Puo DETAIL - LIGHT STANDARD Scale: 1/2" = V-0" 13 OF 25 �9 7. 01 i\ 0 _1 Lo 1 dl -nil CV T -t nU n 1/0 %D I nUU I Uri/-\L I Ut 11\JU btAM z PLAN � z p 2 "X6 "X1/8" STRUCTURE TUBING U TRELLIS, CLOSE ENDS UO -o\o x VTYP. r X XI XI (4 (1 fl FFn n n n ( n n r, m�,I TYP. _ I — NO WELD q SLOT I 5/"x3%" SLOT CENTERED 2 ON COLUMN TO RECEIVE PLATE ON KNEE BRACE OLUMN, TYP. 4 "X6 "X1/8" PURLINS, TYP. x--10 "X10 "X1/2" COLUMN CAP PLATE ' SEE DETAIL E DT -2 COLUMN CAP COVER SEE DETAIL D DT -2 I /—6 "X6 "X1/8" STRUCTURAL TUBING MID SPAN COLUMP ' (FULL TRELLIS ONLY) I 1 I I I I SIDEWALK I 2-0" DETAIL - TRELLIS Scale: 112" = 1' -0" *REFER TO SHEET SP -2 2 "X6 "X1/8" STRUCTURE TUBING TRELLIS, CLOSE ENDS DETAIL - KNEE BRACE, 1/4 BEND Scale: 1 -1/2" = V -0" 3 4 V TYP. 1/2 "x3 "x2 -1, 2 END PLATE -2 "X2 "X1/8" TUBINC BRACE, ROLL ON -1/2 "x3 "x3" END PLi J O J 17 1' -011 12' -0" 10' -0'1 Co T ` � U 2' DIA. PLANTER w m PARK BENCH PER DETAIL B DT -1 DETAIL - TRELLIS LAYOUT rl Scale: 1/4" = V -0" - (6 "X1/8" STRUCTURE IBING, CLOSE ENDS END ELEVATION ,! /U AO- 1/U .FLU I VCIV I CrlrU ON COLUMN TO RECEIVE PLATE ON KNEE BRACE DETAIL - KNEE BRACE, 112 BEND /'_C� Scale: 1 -1/2" = 1' -0'1 1'o 11 K6 "X1/8" STRUCTURE TUBING JRLINS AT 2 LOCATIONS (2 "X1/8" TUBING KNEE ACE, EACH END :E DETAIL Q C 4" SQR. LIGHTED BOLLARD PER DETAIL H DT-1 U111 1 11 _411411 1 It 3/4" PLATE 5/8" HOLE, 4 PLACES I c' r O h O O N I II II I DETAIL -CAP PLATE E Scale: 1 -1/2" = 1' -01, DT -2 1' -0" 1311 O 1 f1 1311 r r5I�t - 1" HOLE, 4 T ` - --- - - - - -- � PLACES � I O rIN I '— 00 It .` ; -4 - - �r : - 3/4" PLATE C01d- DETAIL -BASE PLATE F Scale: 1 -112" = 1' -01, DT -2 N � I T I TYP. MITERED ------- T- - - - - -- CORNERS - 1 1/4' ALLEN IN 411 II 111 68 4 SET SCREW, CAP 2 PLACES 4 6j-" 16 SQR. 8i1 Tlcv � � 1/4" ALLEN SET SCREW, _ ------- I - - - - - -- 2 PLACES _ I 1/4" STOCK �C\112 TYP. MITERED CORNERS I 1„ 8 ' 1/8" SHEET STOCK, BEND CORNERS, WELD SEAM ON C) I ONE CORNER T I 11 " 10R. BASE DETAIL - COLUMN COVERS \,DT-2 1 3" = 1' -0" 12 13 14 1`5 16 -7 18 19 J J w m J w w _1' 0 C0 w m TOP VIEW I O CO N W U 0 U U o� KEYHOLES CUT IN 0 BOTTOM OF BEAM �j Q o FOR RECEIVING AND U CD HOLDING 1/2" CD 8 CD CARRIAGE BOLTS (D ' ri co 0) m W C) 0 r M 4 "X6 "X1/8" BEAM U111 C2') ocpo 1 o f' co t e C'� 0 0 0 T T �- T i � m Q Q 4 11 X6 11 X1/8 II BEAM I C Q U 0 112" CARRIAGE BOLTS WITH > WASHER &NUT, 4 PLACES 12" CAP PLATE SEE DETAIL E 'OLUMN CAP ;OVER °C EE DETAIL D l 2m° CRo ao o D ° 3 , o omZm N � N (0 a 0 Q U 'ti U ° Y DETAIL - BEAM ATTACHMENT G Cc Scale: 1-112" = V -0" V -611 DIAMETER DETAIL - FOUNDATION DT -2 Q W z_ � J = w a- CIS ,,—COLUMN BASE COVER w r _J 4 "X6 "X1/8" STRUCTURAL Cr z DT -2 U W W TUBING BEAMS, CLOSE _j 12 "X12 "X3/4" COLUMN BASE ' ENDS 0 1 SEE DETAIL KT' w >_ W 2 "X2 "X1/8" TUBING KNEE BRACE � E— w ' SEE DETAIL B w ANCHORS WITH NUTS I DT -2 0 REQUIRED EACH w LL U) FOOTING C) r 1/2 EXPANSION JOINT U MATERIAL, NEATLY I COLUMN BASE COVER ' SEE DETAIL D I DT -2 �---�— 443 BAR HOOPS 12"X1 2"X3/4" COLUMN BASE PLATE --- CONCRETE FILLED 4-�- -> 'o DRILLED FOOTING, SEE DETAIL F ALL COLUMNS DT -2 COLUMN FOOTING SHEET NO. SEE DETAIL H DT -2 w T_ FRONT ELEVATION rr TYP. _ I — NO WELD q SLOT I 5/"x3%" SLOT CENTERED 2 ON COLUMN TO RECEIVE PLATE ON KNEE BRACE OLUMN, TYP. 4 "X6 "X1/8" PURLINS, TYP. x--10 "X10 "X1/2" COLUMN CAP PLATE ' SEE DETAIL E DT -2 COLUMN CAP COVER SEE DETAIL D DT -2 I /—6 "X6 "X1/8" STRUCTURAL TUBING MID SPAN COLUMP ' (FULL TRELLIS ONLY) I 1 I I I I SIDEWALK I 2-0" DETAIL - TRELLIS Scale: 112" = 1' -0" *REFER TO SHEET SP -2 2 "X6 "X1/8" STRUCTURE TUBING TRELLIS, CLOSE ENDS DETAIL - KNEE BRACE, 1/4 BEND Scale: 1 -1/2" = V -0" 3 4 V TYP. 1/2 "x3 "x2 -1, 2 END PLATE -2 "X2 "X1/8" TUBINC BRACE, ROLL ON -1/2 "x3 "x3" END PLi J O J 17 1' -011 12' -0" 10' -0'1 Co T ` � U 2' DIA. PLANTER w m PARK BENCH PER DETAIL B DT -1 DETAIL - TRELLIS LAYOUT rl Scale: 1/4" = V -0" - (6 "X1/8" STRUCTURE IBING, CLOSE ENDS END ELEVATION ,! /U AO- 1/U .FLU I VCIV I CrlrU ON COLUMN TO RECEIVE PLATE ON KNEE BRACE DETAIL - KNEE BRACE, 112 BEND /'_C� Scale: 1 -1/2" = 1' -0'1 1'o 11 K6 "X1/8" STRUCTURE TUBING JRLINS AT 2 LOCATIONS (2 "X1/8" TUBING KNEE ACE, EACH END :E DETAIL Q C 4" SQR. LIGHTED BOLLARD PER DETAIL H DT-1 U111 1 11 _411411 1 It 3/4" PLATE 5/8" HOLE, 4 PLACES I c' r O h O O N I II II I DETAIL -CAP PLATE E Scale: 1 -1/2" = 1' -01, DT -2 1' -0" 1311 O 1 f1 1311 r r5I�t - 1" HOLE, 4 T ` - --- - - - - -- � PLACES � I O rIN I '— 00 It .` ; -4 - - �r : - 3/4" PLATE C01d- DETAIL -BASE PLATE F Scale: 1 -112" = 1' -01, DT -2 N � I T I TYP. MITERED ------- T- - - - - -- CORNERS - 1 1/4' ALLEN IN 411 II 111 68 4 SET SCREW, CAP 2 PLACES 4 6j-" 16 SQR. 8i1 Tlcv � � 1/4" ALLEN SET SCREW, _ ------- I - - - - - -- 2 PLACES _ I 1/4" STOCK �C\112 TYP. MITERED CORNERS I 1„ 8 ' 1/8" SHEET STOCK, BEND CORNERS, WELD SEAM ON C) I ONE CORNER T I 11 " 10R. BASE DETAIL - COLUMN COVERS \,DT-2 1 3" = 1' -0" 12 13 14 1`5 16 -7 18 19 J J w m J w w _1' 0 C0 w m TOP VIEW I O CO N W U 0 U U o� KEYHOLES CUT IN 0 BOTTOM OF BEAM �j Q o FOR RECEIVING AND U CD HOLDING 1/2" CD 8 CD CARRIAGE BOLTS (D ' ri co 0) m W C) 0 r M 4 "X6 "X1/8" BEAM U111 C2') ocpo 1 o f' co t e C'� 0 0 0 T T �- T i � m Q Q 4 11 X6 11 X1/8 II BEAM I C Q U 0 112" CARRIAGE BOLTS WITH > WASHER &NUT, 4 PLACES 12" CAP PLATE SEE DETAIL E 'OLUMN CAP ;OVER °C EE DETAIL D l 2m° CRo ao o D ° 3 , o omZm N � N (0 a 0 Q U 'ti U ° Y DETAIL - BEAM ATTACHMENT G Cc Scale: 1-112" = V -0" V -611 DIAMETER DETAIL - FOUNDATION DT -2 Q W z_ � J = w a- CIS ,,—COLUMN BASE COVER w r _J SEE DETAIL D Cr z DT -2 U W W _j 12 "X12 "X3/4" COLUMN BASE Q Cc CI) PLATE 0 1 SEE DETAIL KT' w >_ W DT-2 � E— w Ir U I-- ^-- 3/4 "X24" LONG GALV. w ANCHORS WITH NUTS AND WASHERS, 4 m FW-- REQUIRED EACH w LL U) FOOTING 1/2 EXPANSION JOINT U MATERIAL, NEATLY CAULK AT SURFACE �_- -- 444 BARS — �---�— 443 BAR HOOPS --- CONCRETE FILLED 4-�- -> 'o DRILLED FOOTING, ALL COLUMNS SHEET NO. Puo�� Scale: 1-112" = V -0" DT -2 . _ oq 14 OF 25 7 2 . 29 30 i� 11' -44" 11' -4^" 11' -44" 11' -41» PLAN - SHADE STRUCTURE Scale: 1/4" = V -0" MARINE GRADE 316 S.S. EYEBOLT, 3/�8" 94" SQR. THREAD /"' �� 8„ 91„ 8„ 3/16" SHADE SAIL TETHER TOP NUT I MARINE GRADE S.S. 1/4" AND TURNBUCKLE AT EACH WASHER SHADE SAIL CORNER 3/4" CAP PLATE SIN SEE DETAIL rE SH -1 N 13' 3/8" CASTLE NUT WITH WASHER %" SHEET STOCK, BEND ------- r- - - - - -- CORNERS, WELD SEAM ON ONE CORNER 1 " 61 " 1" 4" STOCK 4 8 4 CAP 13' SOUTH ELEVATION Scale: 1/4" = V -0" =ice Nc 0 45° I ( TRANSITION 6 "X6 "X%$' STRUCTURAL MARINE n °"^C7 TUBING COLUMN 316 S.S. /0-11;7- %" THRE 1/8" SHEET STOCK %" F MITER R COERS 8 X/ STRUCTURAL TUBING COLUMN -1 /2" PLATE MARINE GRADE 316 S.S. EYEBOL- %" THREAD 4 4 -I`" %4" ALLEN SET SCREW, i ---------- ,------ - - - - -2 PLACES %4' STOCK I TYP. MITERED CORNERS I TABLE A - COLUMN HEIGHT & FOOTING DIMENSIONS .�- ------------ - -�• COLUMN DESIGNATION "H1" - HEIGHT, FT 71" FOOTING DEPTH, IN "W1" - FOOTING DIAMETER, IN 1 11 36 24 1 �» 102» to a 2 if Mi 2 13 42 28, �f 17 50 - -- 32 Ora a #3 BAR HOOPS i z " •� 4 16.33± 50 @ 12" MIN. 30 C) I" HOLE, ----------------- �. ,--- DIAMETER TO _ ------ - - - - -- - I `% � 4 PLACES o CLEAR WASHER FILLED > T �o � o T g ° T / i I KEYHOLE SLOT FOR -- rn ,- EYEBOLT, TURN IN Q o j� o o N PERPENDICULAR r_________� , Co DIRECTION OF EYEBOLT ALL COLUMNS a (o Co _ op CP •� co N q I. �._ Q z 1 q q i DETAIL -KEYHOLE H COLUMN BASE C, Co W o ____ ____ r Scale: 3" = 1' -0" SH -•I — — COVER -0" DETAIL D •� o; 51­1-1 U w 11;r I� KEYHOLE CCD Of 3 � 12 "x12 "x3 /" COLUMN u1#� � m SEE DETAIL H 1' -24 SQR. BASE PLATE ,# CO SH -1 I SEE DETAIL F ` o SH -1 r� "x24" LONG GALV. p ANCHORS WITH a NUTS AND WASHERS, 4 i t 1 REQUIRED EACH Q FOOTING - 1 _ -- ___ _ -- - _ •' 0 EXPANSION JOINT o ' + MATERIAL, NEATLY 1 CAULK AT SURFACE 1 i Q DETAIL - CAP PLATE E Scale: 1 1/2" = 1' -0" SH -1 cc %" SHEET STOCK, BEND CORNERS, 1» WELD SEAM ON S I ONE CORNER ; 3/4" BASE PLAT N �-IN SEE DETAIL F o I BASE DETAIL - COLUMN COVERS Scale: 3" = 1' -0" S.S. EYEBOLT ) "X10 "X112" COLUI AP PLATE EE DETAIL E OLUMN CAP CO\ EE DETAIL D SH-i (6 "X1/8" STRUCTL )BING COLUMN E DLUMN TRANSIS- SEE DE' (8"X1/8" STRUCTL. IBING COLUMNS DLUMN BASE CO SEE DET 1"X14 "X1" COLUMI ASE PLATE F EE DETAIL SH-1 : OLUMN FOOTING EE DETAIL G SH -1 Y W Q W I CL Co„ » W I DIM W1 U Z W 3/" PLATE .J W DETAIL - BASE PLATE F DETAIL - FOUNDATION G _j o Scale: 1 1/2" = 1' -0" Scale: 1 112" = V -0" Q U LL I- 10 11 12 13 14 1S 1 fi 1 1 w w U) Y W Q W 0 m Q LL U) = O uj Cl) U oo� I s3 `� s_ „ I � I {1 SHEEET�T NO. EAST ELEVATION C Q3no� Scale: 1/4" = V -0" SH -1 - ) y 1 15 OF 25 .�- ------------ - -�• 1 4 - #4 BARS 1 �» 102» Mi - ° - -- ° i #3 BAR HOOPS i z " •� i @ 12" MIN. I" HOLE, ----------------- �. _ ------ - - - - -- - I `% � 4 PLACES FILLED > T �o � o T g ° T / i I -- DRILLED FOOTING, o° Q o j� o o N r_________� , , ALL COLUMNS a q I. �._ Q z 1 q q i 1 - - -..— -.... -- — ___�-� O Y W Q W I CL Co„ » W I DIM W1 U Z W 3/" PLATE .J W DETAIL - BASE PLATE F DETAIL - FOUNDATION G _j o Scale: 1 1/2" = 1' -0" Scale: 1 112" = V -0" Q U LL I- 10 11 12 13 14 1S 1 fi 1 1 w w U) Y W Q W 0 m Q LL U) = O uj Cl) U oo� I s3 `� s_ „ I � I {1 SHEEET�T NO. EAST ELEVATION C Q3no� Scale: 1/4" = V -0" SH -1 - ) y 1 15 OF 25 ---I s)A o-A J _:-A �)A i� PLAN - ENTRY SHADE SAILS SOUTH PLAZA Scale: 1/4" = V -0" "rr"nt i i ini rr r)v-rl rnrn 13' 3AI L, TYP. SOUTH ELEVATION SOUTH PLAZA B Scale: 1/4" = V -0" SH -2 COLUMN PER DETAIL F SH -1 S.S. EYEBOLT 0 "X10 "X112" COLUMN ,AP PLATE ,EE DETAIL E SH-1 ;OLUMN CAP COVER 'EE DETAIL D SH-1 'X6 "X1 /8" STRUCTURAL JBING COLUMN KTENSION �ANSITION EE DETAIL D SH -1 'X8 "X1 /8" STRUCTURAL JBING COLUMNS ;OLUMN BASE ;OVER SEE DETAIL D SH -1 4 "X14 "X1" COLUMN 3ASE PLATE )EE DETAIL F SH -1 10LUMN FOOTING SEE DETAIL G SH -1 i DETAIL - COLUMN FOOTING AT STAIR Scale: 1 1/2" = V -0" I nl 1"rlf n"11 1 EAST ELEVATION NORTH PLAZA C Scale: 1/4" = V -0" SH-2 ELEVATION FAIR LINE ,NSION JOINT IMETER OF ' "' "' ' " " ^' ' "'TABLE LUMINAIRE, iHTING - ASW1 70 . HALIDE. MOUNT i SHADE STRUCTURE IOVIDE COVERED AT BASE OF R IN LINE FUSE AND =SS. DETAIL - SHADE STRUCTURE LIGHTING E Scale: 112" = V -0" SH-2 "7 1 -6 I 2 Co ° • � T () o o � �rn 0 Uop •� co 4 o xx (D W � m W 0 T > U c+n �: 03 Util op rfj not, �1 � r 0 0 � to a) o 0 a Co I � I i r C O Q U O 0 2 m U Q S °;c �,U Cr 3❑ o 0 d �❑ 'Q O o f z m;ai E O I° N Y Q Q cc z Cl) z I = O Y f U) 2 m U Q S °;c �,U Cr 3❑ o 0 d �❑ 'Q O o f z m;ai E O I° N Y Q Q cc ~ Cl) z Q = O Y U) W i (r Cf) W U z cf: J C Q 5 W 0 CC C U w w Y c m Q � L u) O U cn �l ems• - `�V SHEET NO. �L Ij op� f 16 OF 25 =I �1"_-j =I m LEGEND ® FURNISH & INSTALL WATER SERVICE FURNISH & INSTALL GATE VALVE & VALVE BOX, SEE NOTE. ® FURNISH & INSTALL IRRIGATION SERVICE, SEE LANDSCAPE PLANS 2 FURNISH & INSTALL BACKFLOW NmM PREVENTION DEVICE w FURNISH AND INSTALL SCH. 40 PVC WATERLINE WITH 30" MIN. COVER s FURNISH AND INSTALL SDR 35 PVC SEWER WITH 30" MIN COVER. IR FURNISH AND INSTALL IRRIGATION LINE, SEE LANDSCAPE PLANS w EXISTING WATER LINE s EXISTING SEWER LINE - - o EXISTING STORM DRAIN IR EXISTING IRRIGATION LINE NOTE: ALL 1" AND 2" GATE VALVES SHALL BE NIBCO T -113 —K CLASS 125 BRONZE GATE VALVES WITH A CROSS HANDLE, OR APPROVED EQUAL. SEE DETAIL THIS SHEET. PLAN BROOKS NO. 4 —TT VALVE BOX WITH COVER AND EXTENSIONS 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN 41PTxSOCKET MALE ADAPTER (2 EA) NIBCO T -113 —K CLASS 125 BRONZE GATE VALVE WITH CROSS HANDLE OR APPROVED EQUAL SECTION DETAIL C UT -1 IROOKS 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) 1" OR 2" PVC SCHEDULE 40 WATERLINE, PER PLAN SAWCUT TO FOLLOW EXIST. CONCRETE SCORE LINES CONNECT TO EXIST. 4" WATER LINE CONNECT TO EXIST. 2" IRRIGATION LINE moll- 00--- i 10 5 2.5 0 10 20 i UTILITY PLAN - SOUTH A 1 ° =10, UT -1 PER C.O.B. STANDARDS n ;f O SEE FOUNTAIN PLANS CONSTRUCT SEWER MANHOLE PER C.O.B. STANDARDS. z co f aA N W U _ o 2 ca s U c: c7 rno C5 31_G (o 70 � o co 4J �' u- � m W o co T �m co co W Cco U co UcI 0(.0 20 C/j c o0 T� m I C .Q U U 0 c 0 T cr w 0 — 4--- 4-- -; - - -- i oC U _` I Q W I m I- = I u- (n _= I O U) j C) w OH - - -- t v EXIST. 6" VCP �s t SHEET NO. u'ToT �%,�• oaf 17 OF 25 Ii i LL v- i o' m CO Q 0!" ° 3 o o CD .o Iz co .. a p Q U v m OU N Y Q Ir Q W W (J) z_ Q J = Y � W Lu cc U7 Q 0 z 0 ._1 Lu LL l) i oC U _` I Q W I m I- = I u- (n _= I O U) j C) w OH - - -- t v EXIST. 6" VCP �s t SHEET NO. u'ToT �%,�• oaf 17 OF 25 f 1 20 10 5 0 20 40 IM I - - -�j - OH \ -- OH — - W -- ALLEYWAY `"' I 36 +00 N N1r -o s (Jn, �L TURF- _.`,�. 4, TURF" J TURF IR �� �7rdeq aa4�1t�Ar ��II�p �s a�.► �'a I,. �r -- -- - - lv CJ K 23 j o - ip3-05 0 j I 3 v -V f! —..- L o E - - - -w > !m Q p Q —/ r r 0'c 3 h �J m a 5 36 +00 N N1r -o s (Jn, �L TURF- _.`,�. 4, TURF" J TURF IR �� �7rdeq aa4�1t�Ar ��II�p �s a�.► �'a I,. �r -- -- - - lv CJ K 23 j o - ip3-05 0 t f! L o > !m Q p Q 0 O 00 p 0 r r 0'c 3 () o m z m a m m N C SOUTH PLAZA LANDSCAPE - SEE SHEET LS =2 IRRIG. - SEE SHEET LS -3 w 0�^'� 0 + ) b 9 10 11 1'2 1'3 14 I < � t ^S CJ MI 9 RY I / Iif I / I / I / I / I I /T / / NORTH P/ LA PHASE B (NOT A BART Of THIS CCU /NTRAC- / / w Q 1 / / I _ 18TH STREET_ _ Io i 2 * b O Q � o Q 0 Q Cw G 0 Q a J W W oM CLW� U� E— _°a UU QU� OW Wp� cw,)coo J= gY U Q� Qm� - W WoG ao Jc- 9 Lo 0 J- )o �1 �➢ tip, E tt` 1149p � N co 0 _o N w U IE T o ca U T. C.> o � c M co (D LL w O .j c U C A aV C 0 co co r- 0 T m O G C 0 S 'S S SHEET NO. 1�213 18 OF 25 j o - 0 t L o > !m Q p Q 0 O 00 p 0 r r 0'c 3 () o m z m a m m N C 'D Q� i� CL Q Ir Q W z_ � = z J w U z a' —i_ p 0- U Q c/) w n z w U J Q w m F- LL U) O C/) U S 'S S SHEET NO. 1�213 18 OF 25 O cq N 1117 "1 "1 Ell I LAI R7� 4 .Z� 4L 0 9 %0 %wor Lm Lm I LLJ I D 10 5 2.5 0 10 20 4 14 11 `-7 12 13 14 16 16 11 , 3/419 111/411 I B11 —WAII 1/4" s `3 R.O.C. TO EX.IST., WATER HN__F //VERIFY LOCATION -ON -SITE\: I W w ii Q UH 0 F-wx _28 UX) Dw w d!!� fL ZF_ ULLCCOvO j W Lc'L --� g cr_ < co O'U Ul- WQG Oto 0 Lo .......... . 11)01 M c o 00 N W C) ql IE coql M (D co U_ co fn V- co It -co om co ulil co op oco 2 (D uj 0 c: 0 0 CL co i 0 0 cr z we :E co < < °o o L i a m 0 cr 0 in z co iij 5 o 11A? o C—\j c) [T- C) < < UW z < —1 7 w v 0 U) w U) z W < —J a I cc_ a_ < o w 0 Eff >- cl) LU ~ Q w W F— L.J. U_ cl) 0 AZ —via '00— of SHEET NO. WE 3" i 20 OF 25 I '_ LANDSCAPE SCHEDULE w SYM ORR KPG QLV UR UPC LTT PAC PCC LIW FOF PKE LSR sii APA MI MA PF LM ND RO AO PT HY HO GJ CJ SR LS 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 36" 5G 1G 5G 5G 5G 5G 5G 5G 5G 5G 5G 5G 1G BOTANICAL NAME TREES QUERCUS RUBRA KOELREUTERIA PANICULATA QUERCUS LOBATA LAGERSTROEMIA INDICA 'RUBRA' ULMUS PARVIFOUA URIODENDRON TUUPIFERA PLATANUS ACERIFOUA 'COLUMBIA' PISTACIA CHINENSIS LAGERSTROEMIA INDICA 'NATCHEZ' FRAXINUS ORNUS PYRUS KAWAKAMI UQUIDAMBER STYRACIFLUA 'ROTUNDILOBA' SOPHORA JAPONICA ACER PALMATUM 'ATROPURPUREUM' SHRUBS MORAEA IRIDIOIDES MAHONIA AQUIFOLIUM 'ORANGE FLAME' PHOTINIA FRASERII URIOPE MUSCARI 'MAJESTIC' NANDINA DOMESTICA ROSEMARINUS OFFICIANALIS AGAPANTHUS ORIENTALIS PHORMIUM TENAX HEMEROCALIS FLAVA HEMEROCAWS FULVA GARDENIA JASMINOIDES 'VEITCHII' CAMEUA JAPONICA STREUTZIA REGNAE LONICERA SEMPERVIRENS GROUNDCOVERS TRACHLOSPERMUM JASMINOIDES TURF SOD, CT -3 COMMON NAME RED OAK GOLDENRAIN TREE VALLEY OAK RED CRAPE MYRTLE CHINEESE EVERGREEN ELM TULIP TREE LONDON PLANE TREE CHINESE PISTACHE WHITE CRAPE MYRTLE FLOWERING ASH EVERGREEN PEAR AMERICAN SWEET GUM JAPANESE PAGOTA TREE RED JAPANESE MAPLE FORTNIGHT LILY OREGON GRAPE PHOTINIA LILY TURF HEAVENLY BAMBOO ROSEMARY LILY OF THE NILE NEW ZEALAND FLAX YELLOW DAYULY ORANGE DAYULY JAPANESE GARDENIA CAMEUA BIRD OF PARADISE TRUMPET HONEYSUCKLE STAR JASMINE 12" O.C. LANDSCAPE NOTES 1. TREES SHALL BE STAKED AS PER DETAILS AND SPECIFICATIONS. SEE DETAIL SHEET LS -7. 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 C.O.B. STANDARD L -11. 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 TREES 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 OF PLANTING. VERIFY WITH CITY OF BAKERSFIELD. 11. REFER TO PARSONS PLANS FOR PLANTINGS FOR THE INDIVIDUAL SISTER CITY GARDENS. ,5 18 IRRIGATION SCHEDULE 9EE WA VALVE NUMBER VALVE ERSEMA SYM SIZE MANUF. MODEL NO. PSIJ COMMENTS V END RAINBIRD 1812- SAM - PRS -15EST 30 POP UP SPRAY SPRINKLERS 0 SIDE RAINBIRD 1812 - SAM - PRS -15SST 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812- SAM - PRS -12Q 30 POP UP SPRAY SPRINKLERS 8 1/2 RAINBIRD 1812 - SAM - PRS -12H 30 POP UP SPRAY SPRINKLERS Q ADJ RAINBIRD 1812- SAM - PRS -12VAN 30 POP UP SPRAY SPRINKLERS ® 1/4 RAINBIRD 1812 - SAM - PRS -10Q 30 POP UP SPRAY SPRINKLERS O 1/2 RAINBIRD 1812 - SAM - PRS -10H 30 POP UP SPRAY SPRINKLERS Q ADJ RAINBIRD 1812 - SAM- PRSP10VAN 30 POP UP SPRAY SPRINKLERS UL O PC RAINBIRD 3504 -PC- SAM -2.0 35 TURF ROTORS ® FC RAINBIRD 3504 -FC- SAM -3.0 35 TURF ROTORS ® ADJ RAINBIRD 1401 W/ FLEX RISER ROOT WATERING SYSTEM - TWO PER TREE 0 1/4 RAINBIRD 1401 W/ FLEX RISER POP UP SPRAY SPRINKLERS ® 1" RAINBIRD PEB -PRS -B SERIES _ VALVES- INSTALL IN LOCKING BOXES, ONE VALVE PER BOX ® 2" WILKINS 975 SERIES _ BACKFLOW PREVENTOR - SEE IRRIGATION PLANS FOR LOCATION ® POINT OF CONNECTION - SEE PLANS FOR LOCATION SEE IRRIGATION SHEETS FOR POINT OF CONNECTION LOCATION ® 2" WILKINS 975 SERIES _ BACKFLOW PREVENTOR - SEE IRRIGATION PLANS FOR LOCATION ® POINT OF CONNECTI N - SEE PLANS FOR LOCATION SEE IRRIGATION SHEETS FOR POINT OF CONNECTION LOCATION ® RAINBIRD CONTROLLER X ESP SAT 12 CONTROLLER V: ESP SAT 16 - SEE IRRIGATION NOTE #10 FOR CONTROLLER ASSEMBLIES PACIFIC WESTERN SCH 40 PVC - LOW PRESSURE LATERAL LINE - - PACIFIC WESTERN 2" SCH 40 PVC _ HIGH PRESSURE MAIN LINE - SEE IRRIGATION PLANS FOR LOCATIONS 1" RAINBIRD 44 LRC _ QUICK COUPLERS - SEE NOTE #7 BELOW • LINE SIZE NIBCO T -113 IRRIGATION - GATE VALVE - SEE NOTE #7 BELOW IRRIGATION NOTES 1. INSTALL MATERIALS AS CALLED OUT IN DETAILS AND AS PER SPECIFICATIONS, SHEET LS -7 & LS -8. 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. COMPONENT LOCATIONS ARE APPROXIMATE AND DIAGRAMATIC AS INDICATED. INSTALL IN PLANTER AREAS NEAREST POINT SHOWN. VERIFY WITH LANDSCAPE ARCHITECT. 5. ALL IRRIGATION LINES RUNNING UNDER WALLS OR PAVING SHALL BE INSTALLED IN SCHEDULE 40 PVC SLEEVES. ALL SLEEVES SHALL BE MIN. 2" LARGER THAN IRRIGATION LINE. 6. ALL SYSTEMS DESIGNED FOR PERFORMANCE AT 35 & 50 PSI PRESSURE. 7. ALL IRRIGATION VALVES, QUICK COUPLERS & GATE VALVES SHALL BE INSTALLED IN LOCKING PLASTIC VALVE BOXES IN LANDSCAPE AREAS, AMETEK OR EQUAL, OR LOCKING CONCRETE VALVE BOXES IN CONCRETE WALK AREA, BROOKS OR EQUAL, ONE VALVE PER BOX. SEE DETAILS, SHEET LS -5 FOR INSTALLATION INFORMATION. 8. OWNER SHALL PROVIDE ELECTRICAL POWER TO THE CONTROLLER & BOOSTER PUMP LOCATION. 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 2" WATER P.O.C. 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 6" MAIN LINE SHALL HAVE DUCTILE IRON FITTINGS, HARCO BRAND OR APPROVED EQUAL. SUBMIT'EQUAL' IN WRITING FOR APPROVAL. INSTALL AS PER MANUFACTURE'S SPECS. 12. 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.). 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 1Y30, TO ALL VALVES IN BOXES. 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. 18 19 2Q 21 22 23 24 WW U I�- UX) 0W 2 JV a01 Q J Q. w 0 Q x a J O M �W a to U:3 �U a c T (j o co rn co cp _0 Cc � o -5)m w� O T U -co co co L_ '^ 1i U I � W cp ro c o o a a m p 0 N W U 0 a ml .Q � p 0 j p LL p O mQia° p c Cc 1 U ( o O m N m N a- 0 QOU ITUO o v Q Q Q W w _z U) Q J = U7 W or U) p J W z J p C,6 Q W 0 z w ��-- 0 U w U W J Y Q W m F_ UL O c/) C/) U v 4�c v SHEET NO. [LgEl(�6 21 OF 25 - - I ; G NOTES- FIN15HED '. ID. (OS,,j �__ III I I. MEN O055M UNDER ROADWAYS OR MY OTHER HARD SURFACA � 15W 4.0"(0.1m) — - . . 90° EL�L . ......... ""'N I'l- I I 11 "', ALL ELECTRICAL. HIRING, AND WATER LINE5 SHALL BE INSTALLED 25' . - - I IF " '. , _.�, .. � Q VALVE a TEE 8 1 0) I I _____ i (0.1W DEEP, IN A SCHEDULE 40 PVC 9ILEEVE. SLEEVE SHALL BE 2 i�, .,! . " .. ,�-- HATER PROTECTION UINIT AW,HOR CONCREIIE - _r 16 , FINISHED GRADE '. It 1. I ., )IJ; � 3 .... ".. I '. ", . .I- - ' * THRUST BLOCK �\­'�:), 7145 DIAMETER OF CONDUIT /PIPING,. ALL MWRICAL COW : •r'. . , -, �?.t.--".:, 1;zi� . % ,�, IA ^ C) ­­­ , .." % , , ... I.. -:e -j.51141 ."... I " " ID, SHALL I'MIN. DIAL FOR 110 VOLTS AND 2"MkDl .FORLOH !. , ­ / , ,,N :- . " , , I� . (TYPICAL) " �', g-41 WN li�,Z�kl;' _�$' - - W-\ I ,.'. :;- ­:',;:-: .. . . (o.j5w . .. . . . 4 L SEE CITY STANDARC15 SNEI;7 L-3, DETAIL HL PLAa YAXIGOM �1'1, ;� 1. .. , �.' , - '.-.' : 7 1,51 Milli' I ( . .. I I 2 H THE RAINBI1RD MAX100m IRRISATION sysioll Is NEAR THE MAIN LINE - - PLAM PRILSATION CONTROL 1 (CIA 1 to ft 3 3� AT THE q OMOCK 4 hwT5 NEAR THE MAIN �� ;R ` I L ROADWAY / RARD%AFE . - . .. 51 MIN. � 5FBI THE WK40H CABLE MST NOT WIME! INTO CONTACT I . & 4 1 1 14111114THE POWER SUPPLY OR VALVE MW LOCATE THE MA* POINTION, �,` � EII NO TAPED AT _1�7 STREET �� f SLEEVE A­.(0.46W � .. �� I `11, it ,# � I I I I I I CON CABLE NEAR THE MAIN LINE AT A q OUOrK POSITION. §�r I 19 MOW INTERVALS. . i=. RIr2HT-OF­WAY ONLY Q FIm5Hw I - -_ I .' q � _'. . , ..;; � f � , ; , LOCATE WIRES AT THE - _. ��.-� ,:,, , �":,,_, I'll I •I 3. IF MORE THAN ONE LM IS INSTALLM PER TWO, PROVIDE 3 MLOCK POSITION. 1h 15'(0,454 BENIND Ij - REGUIRED ON ALL A55EMEILIE5 I.. ,,, f t Oy 141 5W HORIZONTAL AND VERTICAL SEPARATION. � ­­­ IN I fRIWr-F LINE - - CONO, IIT /PIPING, I I (O&W, C47WIIRM 1, .� J�; r I , I 4. ALL PVC, SOLVENT (" SHALL BE #III MM rg - ' BAOMLL - . 9 SLAB PLAN I 1IT MAIN LINE - - _,o,: , � 771117t�', �� , �, , , � - •�'­,,�"­ I ': �.:,,: .� -41, - x1a, , � 73 1 1 WILIRED 014 M014M LIE ONLY). @ � I S,-,T- ,,,,, -,-,� , � 'ww" -1 . ! !�2 ;sxw a III 0 S. LANDSCAPE AM IRRIGATION IMPROAMERM WITHIN THE @ 22 1/20 ELL I cu 1--i w , - D, 05cam.. a emoss g mije t�, I .- I . . -OF-MY MAY REaW AN OFIEN 's� " ­1 � I Z'WA CONCRETE! � DEDICATED STREET R16W 0 � , " I , S1FEMT PERMIT CHECK WITH CITY IENSINEMINS, DEPARTMENT - , I I ' I � ( ) - IV (0-11H) - FINISFIBIP SRAM 1 40' (0.1m), �, THMT- I , A �, . I cc: -I--,-,- " � , - - . " '. ,.. - L,!,� , , I I . _� IOC FOR IRE61UREMENITS, -- _ , m - M i �� � ".. t ,,,, ; I Ir __ -h I . I'W_,_/�., ;�,� (�, T--- . 6 WERE OPM STREET GUTS ARE W-WIRED To INSTALL VARIOUS ;��"' FIN15HED GRADE - -----] I III 11 - , ;.,� . IRRIGATION LINES AND/OR MM, ALL STREET PATCHING, "N I "I., �;. '' FRM�KAIIEI I �; , -,� , ­, .1 " 11 _. CITY F_ -, - ..'.4 TO THE CITY PICOT-OP44AY SHALL BE IN ACCORDANCE NTH C , . :, 1: '� APE, -v: . 0� , ,; MEETER ' �� GALVANIZED PIPINS 4 FI f I � -42 OR AS DIRECTED BY THE CITY ENGINEM mr2cm " I � ROADWAY I .1i, 'Z-��77---, - # ]CAL � 6 STANDARD ST - FOR LARCE ,, �R @ CAL CONDUIT . � , .1 .1 ., _�. It: _. ", � ,; ­ �'. 1. , ,,, � 4 7. ALL IRRIGATION LATERAL LINES SHALL BE UA65 200 PVC 1ww iWEADS I -0 W ,­z X, `� .1. ­ " _0 �. - -ATM UNDER. A NNW WAM I ,� � � - IF A LITERAL LINE 15 LOCATED I", �� (D fRMXlr,W PRIM51)"IM 1BAC4CPLON %. �a , , � "' " il� Z, , - - _ " - I" I_- . ". �2-- SCHEDULE 40 PVC IS REMIIIED. .. FOR - - , I ASSEMBLY (45roater than 2,0' 00mm) maj - - , f ,,, 7, 7 � , I I 0 i NOTES: 11 1� P .�' -...., I [11 I Tm fE ; 11 11 cz 6. NO THERE t5 A WiNSE IN FITTIED DIRECTION ALL IwjGATa 11 11 NOTES: NOTES- MAIN LINE5 LA 714M 2D' OmIII IN DIAIMIM MRIESSURE I SUBBLER5 I. INHIE14 CWSSM UNDER ROADWAYS OR MY OTHER HARD 5LIRFACE, — I. EXIT AG, NOTED, ALL PPANG A/O flTTANGG SNAIL BE LINEW SHALL BE SMFM WITH CONCREIIE THRUST ROCKS IN ALL ELECTRICAL HIRING NO HATER LINES SHALL BE INSTALLED 25 w ��.' 16W DEEP, IN A SCHEDULE 40 PVC SLEEVE. SLEEVE SHALL BE 2 711NIES & I I I I I P641 AC<MANCE WITH MANIPACTMej RECOMMIDATION AND DAW[U. (0. �� � 611ILVANIZED UNILESS APPROVED BY TIE I. ALL MAINLINES INSTALLED SHALL BE 1ESIM AS PIER 1 ��3 M � 7111 I I I I 1 6 W*'rM OF WNDIIIT / "INS. ALL IELIECIRICAL C*M SOIL HAVE I k, WRIZATION AND PARKS DIRECTORL MANUFACTURES SPE611FWATIONS, AND SHALL W A 1-Mr 0 451 TEE C) co > AS DIRECTIEV BY THE: RZMATTow No FIARKs pnimum . I'MIN. VIA. FOR 10 VOLTS AND THIN. VIA. FOR LON VOLTAGL " I 701A. BRA55 FITTINGS I NIPPLES OF THE INSTALLATION SPWWATM 45* TEE ce) r- SIM CITY STANDARD SHEET L-5 FOR THRUST BLOCK DETAIL I HILL I USE TEFLON PR TAPE ON ALL 7HRE1IOW JOINTS OR c: co C� I q. ALL RR16ATION MAINLINES 2V NOnW IN DIAMETER AND I Ulm SHALL acm LO' (03W EIEYOND HADRSCAK ON ALL ENDS � I III -I' SAWILL NOT FU I APPROVED 00JAIL BY THE RECREATION NO PARKS DIREXTOR, 2. ALL 11101CHINS OMM SHALL BE PER C" (�D ELEVATION L _cj 0) co , I T LATERAL LINE WILL STANDARD S1W L­2� DETAIL5 0, 1� ANID F.. :¢4 *,� - I co i U55 WALL BE SCHEDULE 40 PVC. IRRIGATION MAINLINIES GREATER @ a. IMPROVEHM HrTHIN THE DEDICATED STREET RISHT-OP-HAY .., 3 ALL MATERIALS SHALL BE NEN NO FIRM FROM MWECTIONS I ,".--..,-,�' -­."';�' ,� , � " --_'�,, � 3 "', : -- ; , � ,�, , -, �, m SLEEVE VAL.. _,... I i ,_.11:1�1' � - - , , . ...:.2 1 � 2 DINTS 1 : 6 6 I­ THAN 2.0* (50* IN DIAMETER SHALL BE ITTE FVG ScHEDU 40 OR MAY WIVIRE AN OPEN STREET PERMIT ) - 501K " CITY f^ - op - - APPROVED WK BY THE! FECREATICIN AND pAlw5 MECTOR ENGINEERING DEPARTMENT FOR FWAREME CONDUIT \ PIPIN6 BRA.SS IrnNC5 1.01 (O'N 4. SEE APPROVED UW75CAPIDIMSATION PLAIIS AV S. PORTLAND COW CONOWTIE! LOW FOR THRUST C)- � j - F I / NIPPLES ROCKS SHALL BE aAw V AS PER APPLICABLE - NOW GRAM 10 fo.300 � I ABOVE HIGHEST FINISHED LEGENDS FOR SPECIFIC MOM NUMBERS 512E aIANITTTY C.0 10. ANY AND ALL CHANGES SHALL BE APPROVED BY THE WREATION 4. HI OPEN STREET CUM ARE RB211W1 TO WALL VARIOUS , -_ SMNK w w cl, N Z5 2 1 PROVISIONS OF SBICTION 40 OF THE STANDARD 82 AND PAWS DIRECTOR PRIOR To IMPLEMENTATION. IRRIGATION LINES AHD /OR MIRES, ALL STREET PATICHINS HITHIN I'll, I , ,LER GRADE MANUFACTURERS AND POWMIANCE REISUIREMIENT& SPEG"GATM OF THE CALIFORNIA DEPARTMENT � C'A 0) THE CITY RIGIO-OF-HAY WALL BE IN ACCORDANCE NTH CITY . IPVB ONLY) OF TRANSPORTATION, APPIR0412 GILIRRENT' MmqTD . ,'I I [L ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE " - FOR LARSE I A " WKF 4 AND COMPACT ll� is, MIN. 1 ALL TRANSITIONS FROM GALYAVED PrE To PVC PIPE SHALL I . � , , �,',g � Q_w 4t< 1 (3) u—) � CITY STANDARM Tit LATEST APPROVED EDITION OF THE WORM _0 STANDARD ST-42 OR AS DIRECTED BY THE C41Y BIGINEIEK COWIFEM- BE CONSTRUCTED YIN SCHEOLLE 40 FEMALB A17APM OR , �.: < =) (52 ILL 5' MIN PLUMBING CODE. MANUFACTURERS RECOMMIENDATIONS, SWTIM TURF WADS 9' I ACCORDINS To aff STANDARD tL-T% .ajjm= 1, (0.451n) 1 4. THRUST ROM SHALL BE USED AT C+IANSESI OF , 1�. La Of c _T . I . S. MY AND ALL CHANS15 SHALL BE APPROVED, BY THE RECREATION %3/ 1 ­­­7-.7 APPROVED MIUAL BY THE WREA71ON 90 PARKS DIRECTOR. � -IIt DIRECTED BY THE AND PARKS DIRECTOR PRIOR TO 0142,511TATION. ✓ � - 20 OF THE STANDARD SPECIFICATIONS, AND A6 OHMS ST-15. SEE GALTR,A* SPELS. DWTION MENDS TIM) CHANGES OF VIELCCM 11 t=o m " FOR EMAIL .11 I Z 5URPACE TRf.ATMT OR 1 ,;4m_--,-,-­ , OREDUARSI VALVES), AND PIPE DEAD BIDS 0 �_ x:LLO co 9 !�_11 �,;_11 �� ,­��x 6. A 60 (OSWTHICK REWOWEV CONCRETE SLAB 19 Fm . I RECREATION AND PARKS DIMTOR, TURF HEAM AS DIRECTED BY THE 6. ALL Br4TRIC& INSTALLATION SHALL BE IN A"MA,IIA NO FEMALE , p Q:g 12 ALL MATERAL LOD SHALL BE AEI! AND FREE FRDM M-MFB;Taa 4 aeeu3t$ �111_ - WZFEATION AND PARKS QTY STANDARDS NWAGWI IRECOMMENDATOIS 5MIJON . . UNIONS '� ADAPT RMIRED FOR ALL HATER PROTECTION MVICIES. MINIM -EDV-M u)o c: - : 4 x _.... � 1, , - CLEARANCE SHALL BE IY (04* ON ALL SM OF THE S. WEN THRUST ROCKS AIM USM, THIE SIZE! AND 0450 0 4) - 1ZT 'Irp- - R 15. SEE APPROAD LANDSCPn AND nwjeATm ftm no LEGENDS 20 OF 11HIE STANDARD SFECIFICATION5, AND AS W , v1s ui 0 - � ' w, a, 7,�� DEVICE! AND AS VIWTEP BY Tie WITATION AND PAM TYPE OF THE BLOCKING, MST BE BASED ON THE � - �� FOR SPECIFIC MODEL NUMBER, SIZE� ahWrrY, MANUF LATERAL LNE___ v , ;WTIEV By M , ow wd!!� - A ­ACTURM 41", - � PLACE .101 CONTROL RECREATION AN) PAWS DIRECTOR. , , � I AND PERFORMANA REWRIEHENT5, �11, ' ',�f HIRM WAR THE HAM T ALL MATERIAL M SHALL BE NEw AND rRm IPROI4 wMpECTIONS T DIRECTOR SIM CITY STANDARD Jj SHEET L-4 MAXIMUM MW FORCE EXPECTED AND THE LOAD- , ., ,�3' �' �, - . WARNS CAPACITY OF THE SOIL ., ,:� � L � a 11 � I z �_ <wco - 0) " , T ALL IRRIGATION INSTALLATION SHALL BE IN ACCORDANCE HIN OrLs • - PLACE MAXCOM ARCS *, .0 i WOLED AND TAPED AT 6. ALL MWTRM INSTALLATIONS KrNN PARKS OR I - $ 1 14. NO OTHER CO PUTT OR PIPING MAY BE ALLOMD WAR im KAIN UK I 10'(SDI,J INTERVALS ::, I 5 6. ALL CONCRIFTIE TH46T BLOCKS, SHALL BE IN - 0) U) > V) WITHIN IRRIGATION IFFINS OR CONTROL LINE 7IRB" AT THE q OMOCK -," : PARKWAYS SHALL BE INSPWIEV BY PUBLIG WORKS � ... IIZT �, ... � I :A � �� , � CITY $TAWARK M LATEST ACCEPTED EDITION OF M . , 1: aof5 :- (') I POSITION. ,.= � �� LOCATE ARM AT TIE I - ACCORDANCE! Hn THE LATEST APPROVED EDITION L� --� � < , 3 OrA= PONTM METRICAL. SUPERVISOR. . 11 ..... '.., .. , NPORM RAISING CODF, NIANUFACIILRERS RECOMMIENDATM OF THE UNIFORM FILLIMNIS LODE ,­1 zwiz E 0 r/) 00 - I , 11 I SECTION 20 OF THE STANDARD SPECIFICATION% AND M 1 4.- MULTIPLE LINES 4. NO OTHER CONDUIT OR PIPING MAY BE Allot W WN MWIRICAL . . . . . . . . . , Ile I MOTED BY INE WREATION AM PAWS VWTOK I _j �RC4 m 5 OR CONTROL LINE IREN(A FF2DMKATM@ im,cxpLoH 0 <w :;.� co VALVES " I " mg ferER ,,�� : -,- � -,-,- 1-1� (2.0' (50ft►j and Ile") A MY AN) ALL C+WM SHALL BE APPROVED By THE ) w "" " _j . . :,� -6 Co , �, - 19t - co CATION AND PAM DIRECTOR SWIM IMPLEMENITATION. I 111�1 c6l. � REVISIONS �­�_ � 0 (o - , . , I ­ � CITY OF BAKERSFIELD REVISIONS -Z'. � CITY OF BAKERSFIELD REVISIONS REVISIONS , " 11 _- wo;; I :J�i co CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS '1_1,�',' 1," awe 4� LANDSCAPE AND IRRIGATION LEGEND , DETAMS FOR PIPING, CITY OF BAKERSFIELD " , , � �, <LL- (6 (L) ­- _ _,";, -1 , '. 1, " j-1 c: TRENCHING, AND BACKFILL DETAILS FOR ELECTRICAL CONDUIT DETAILS FOR POTABLE ",�,��,,�,,� 7 cu- I . I - �­ ­­­­ ­ l, C> 0 "I < n � I STANDARD TRENCHING, SLEEVING, AND BACKFILL WATER PROTECTION DETAILS FOR THRUST BLOCKS ...... - ­ - , �,;�,� I x 0 T -r- ' - ­ LL to � a- PLAN NO. STANDARD STANDARD .. ..... .. _'_�% -jo PLAN NO. STANDARD STANDARD _`_,,_,_�'111 1, �­� �_' , __ �', :. _ I , . ,,,�� " � " ,,�', -1 ;V Siff I OF 14 APPROVED RICEMOODE MR PLAN NO, PLAN NO. PILANNO. .,­,'11 11 .1,11-1 i 0 � >1 L-1 off -2-- OF _M_ I APPROVED RCE u-m- L-2 Off 3 OF 14 APPROVED L-3 Mr-A : . - RCE DATE -_ OF _14 APPROVED RMXX= U-m- ! co I I L-4 laff 5 CE, 14 APPROVED EMU= u-m- � I I L-5 ; -d *SMWM% 117 (O_-W FOR NOTES: Q_ SPOT HEADS ; CL I.O. 3v f5r* I. USE TEFLON PIPE ON ALL TREADED .DM ___ .- _,__ __ 4 (O FOR REELERS ; TOP OF VALVE 13OX 23'(01W TEE (56T) MAIN TOP MOUNT -� I ALL RISM AND NIPPLES SHALL M XA 80 M ALL FITTINS55 TYPE M MEDIAN CM . NOTES: (RE NOTE #5 ON EXPANSION LOOP LINE! wose,APE 777" d THIS SHEET FOR ALL WIRES. GRADE OR ELL (ST) STAINLESS STEEL .� � SHALL BE SCH. 40 P/C. � I. APPLY SOIL AMENDMENT AS MR SOIL TEST. I CONTROLLER . :1, 7' , (TYPE M-1, M-2 NOT � 2� 2. ALL TRIBES 5NAL1 BE NMI NEW 2D'W" VIA. ? S. ALL LATERALS SHALL BE CLASS 200 PVC- OR AS fWWWI ON MANS,. �; ALLOWED IN LANDSCAPED - I ­­ , ­ � ENCLOSURE AUTOMATIC W; �.' -, (50"w I It � 174 bff C*VCTE "MUM TWATED) LODES P= FINE, R04M NUIR51ERY . 11� �:1-1;1�1�11 I I I WOW�ROLLE 6RADE - A, PLPK NIPPLE (M) BLOCK ALL ' MIDIAP6) I TREE STAK5 FROM ALL PLANT MATERIAL PELIVIRED TO THE EXTRA _,� x 1 4. MEN IRRIGATION HEADS AM INSTALLED WITTIHIN IEMIANIOIBM r� Ib'5TAMPEV I _�? - I , CONTROL A ORN VALVE OR CHIECK VALVE 5 IMIlRED To PREVENT BVD510K 1 3.0* 2"FOR BARK MULCH COW_4RM (450mad � PRMT SITE AM III&TAU. NEW TIME 5TAKM c (ON ,��- HIRE REZILIANT AUTOMATIC — 0 '7 ')��T­ ".,PA, , ,UL (SO OR �_. (o,W I- 0 14YOR05EED I - � , . I 5 CONMMr,T MOUND AS W30jeD To SMW MAITS STMjTy 0 wIRE �: .Q Olf-11 CHECK VALVES AND MAN VALVES SHALL BE INSTALLED AT LOCATIONS . � (5EE CITY STANDARD 1. OURINS COSTRUCTIOIN 16TALLAICK ! . �� BALL VALVE CONTROLLER TOP MOUNT _�4 LATWALUNEi� I- -.- 2% MIN- SLOPE ,� 1-1/2' 0 SOD IN5TALL TFM15 ALONG '. COMMON AS PRESCRIBED BYTHe SPECIFIED CONDITIONS AND SHALL BE - i r L-12) 1 4 AMOR. TREE GUAM OR APPRaAD BWAL 6 FIBIMED ARMY U !� I 5TAINLE55 STEEL - . CL OF PLANTER � .i= . ✓ APPROVED By THE WRIEATION AND PARKS DIRECTOR PRIOR TO (105 24' �"I ALL TREESI KANTM IN LAM ARE.A5. 0 FEMALE AD �i ...­ 561, CONTROLLER 51.6455EMBLY CONTROLLER-.- ''I : Y, Ez— � 4"60aNn) : co I ­� PLAMMENT AND USE. ST-b FINISHED GRADE -/ , 5mtwmm : 5 ROOT GUARD EIARRM r, WWRED MIEN THE TREE TRW IS : a) �,,, Pvr 1- 1_1 INCLUDES BFI 4 ENCLOSURE & R11190 ZROMINIIIIIIIIII13 WRAY HEAD � , ''I FAST NIPPLE ,� T ELL (TT) ��m i5em,NAL STRIPS WITH 5 ALL POP UP HEND5 SHALL BE 20 (NSW FROM CONCRETE I , I L I , I - ME ALL FOREIGN 1�11 0 VARIES k . , , 0 �) � 5004% OR ILEES FROM ANY HARD WAM PI IIIARFUER I . - �," .Q-: PLACARDS. - : , , lvf-� MATERIAL TO A 11 0 ♦ !Xl "' I '� PARALLEL ALM 1H! WSE OF MRO SURFACE. c ' " ' - ' - ' -_ ADD THRE .�, ,.`� S6 E I IWALL TOP CP HEAD O.Z* AND MPHALT AIWM ALL LAPSE RADIUS IRRIGATION HIEAVS (PART � _�,",�7 , _. .. �L & PLANIM TABLET SNAL BE M-44M 20MOrW MON . (6-I-) ,5 FOR I , - 4L I 11 . D "I . A ABOVE r 4D' CIRCLE) SHALL BE 40POOMKI FROM COW �t, ,_ , I, " � ,�, I � I- I : , � r F"5Hw ,WM AND ASPHALT , I � - 1 FINISHED GRAM MAR ROOT FOUNDATION AS FOLLOWS, - , 5CHME 430 1� 11 , (9.0"(0.15111) PART GIRDLE AND GRADE ARE566. NEW OF POP UP HEADS SHALL 13E AS FOLLOW5, I ANDSC APE AREA MOW STRIP (SEE CITY STANDARD � , I I - I'm I &L 0.1m Q SEE DETAIL 'W MAIN VIEN 15 FOR. VALVE I I 400,111) \_ ,� 6D* (O .� FOR L" AREAS SHEET L-11, DETAIL H' I : , , "I',". 1. 5 - TABLETS MR 5 SAL AM L) I Ir • �\, - NIPPLE (TIT) , THIS SHEET 11 INSTALLATION - DETAIL V) FIN15H ! ig �z� r MIN. FOR PILL CIRCLE, • SLOPE WITHIN A LANDSCAPE AREA SHALL BE FROM WALL ;��'. � I � � W"�;w � I 10 (04% FOR: SHRUBS, 6 - TABLES PER 5 CAL (*JD L) MAIN ,; � GRADE , ,� I : I.O. (0--4 FOR GROUND comis TOMAR05 STREET WITH 2% MINIMUM AND 4d MAYMNA. ROOT 6UARD-----J I : 1 1 1 1 ? M 4 - T#a.m MR w (ObH Box ! � LINE I - 1z II . I i , , L (a ELM V1 I I : 1� ­' 7 sw w BARRIER ON 51PM OWY 110TALL ROOT BM T MY NO ALL MWTIONS FROM PAWS SHALL BE ! , 4, , PVC �� I I NIPFU (T/mr) � � 6 HHE!RE PART CRUZ IRRIGATION WADS ARE Auwea TO A BUILDING, STREETSCAPIE SErallom MANUFACTURER AND TYPE TO BE APPROVED P*EL5 I'm am;e APPROVED BY THE WREATON NO PAWS UMTOR. � � , '� @ I � I 11�t;,L`11 I � v !4! BY RECREATION AND PARKS DIRECTOR MANUPA',7UMR!5 I , _�� I-— BRICK 'F�T'� T BURIAL. � WILL, LOCATE MADS MIN. 4P (IOOKW FROM FACE OF BALDING HALL TO I b ALL LAIIOSCAPM INSTALLATION SHALL W IN AVARRANCE WITH ! L 4 , � - ,_ 1 " 0111 I I 11 ' CONTROL P41RL-5 TRIPLE SANS jow _0 EFFLIFICATION5 : ,- i �-, , f", BACK OF IRRIGATION WM. CITY STANDARDS, MANUFACTURERS R55GO14HENVATION, AM $59" , - �,,_� - � - 1. MIMIAN SECTION ! ; � — TO CONTROL � 20 OF THE STANDARD 5PECIPICATIONE. z VALVES. I T TRIPPLE SHINS JOINT SHALL BE RAINBIRD SA SER115 OR APPROVED 15211AL (8 11 - - TWE FLANnIN& IHIIITH 4L ALL MATIENAL USED SHALL BE NS AND FREE FROM WERFECTIONS ; I ; 11 I , N-4 - - �__ � ­_ - - -, --- 120-VOLT SERVICE I'll I Al 0 I'll �, �, ­ " 1 5. ALL IRRIGATION CONTROL WIRES (cowRoL AND CommoW SHALL R �n I - -- L nv Remam CONTROL VALVE BEM GAME U1. SINGLE STRAND COMM HIRE; TA IN CONDUIT LAIMALLINEE , �� I 10 SM APPROVED LVV5aAPEMmnm m-am FOR I 1..:�, piEp AID T-VIL, LONG SHEEP ELL - I , . 6 ANY AND ALL CHANGES FROM THIS STANDARD DETAIL SHEET 9� • 24- SPECIFIC MOM NUMIM, 51X MANUFACILRER, AND . I : 2 �­ ice` ,I - I BUNDLED AT 10'04W IMMALS AND PLACED NEAR IM 517F AS REQUIRED. , I BY APPROVED BY THE RECREATION AND PARKS DIRECTOR I CONCRETE PEf4FORY(AI4GE1MQMeHWT5 ! t i __ I CONCRETE , (o �_, I � - � IL ADD 7 OF XUELE W AM CHIP MATERIAL HIM ( ,M I � : ca - NOTES: IRRIGATION MAINLINE AT THE 3 OICLOCK POSITION. � q SEE APPROVED LARPSCAIVRRIGATION PLANS AND LEGENDS BLOCK WALL ,,' m - , , "!I!' I c) ­: MRSENNASTE FAGLI1Y OR APPROVED 5QUN_ I : I . I SEE CITY STANDARDS 5ft7 L-2 @ .1. ." Ap:� --- , ; ; - - - - -_ _ FOR SPECIFIC, MODIEL NUII SIZE aWM, MARUFACTI.fM . 2% MIN SLOPE - ! VARIES .. . I I �_ i - 0 FINISHED GRADE � - , z I MODEL SEI-2255 - . 5D' - . � , I I I. USE TEI'LM ON ALL THREADED JOINM 6. ALL I'M CONNECTION5 SHALL BE WATERPROOF AN) APPROVED AND PERFORILANGE REQN01M. 7� BY THE RECREATION AND PAM wmam 5mcm HILL NOT C.03. - 1, V O� PREVAILN5 : . 2- ALL NIFFIZ SHALL BE SCHEDULE W PVC. ALL FITTINSS BE ALLOW UNUESS APPROVED 13Y THE RECREATION AND (5TRON& BOX 15Y' VIT PRODUCTS) I rVARIE5-_-�5m 5T-I­T�m._ I i 1- 1`67�� , I , 4-OPE * HW DIRECTION I � '10- I SHALL BE SC+EOULE 40 PVC. PARKS DIRECTOR THE APPROVED SPLICES HILL REQUIRE! THE OR APPROVED EQUAL ­ u - � to . I � . - - ISE OF A SPLICE BOX . FINISHED 6RACIE IN TURF AREAS 7-A 11, - I : -1-1 '� LOT . . - I 5. ALL IRRIGATION CONTROL VALVES SHALL BE PLACED IN A PLASTIC, IRRICYATION CONTROLLER ENCLOSURE PLASTIC ROM VALVE BOX WITH BOLT DOM A .1 ­- � I > .�� TREE USE STAIN 55 NUT AND WASHER _f � � 2 I V�A ,-I- .L 11 SIDE ,_T co 11 1, IRRIGATION CONTROL VALVE! - 1. MAINTAIN 20 (ObW SEPARATION BETWEEN FM47M 0 - """ , , 1, �, PLANS FOR " �� t�� 114INK AND XVIff , , '11�� �s " - �� L ONTO �D : BOX 141H VALVE IV TAG,. THE TOP Or A. D N p (SEE CITY II,­­ � �- ILL KEJUVII .... I -11, '. - rls_�__ >1 � 0 0 CD - TEE 19%57) ��,, ,­,-�� ___WEEM', DETAIL M' -,^,^, L '. - TREE 5TA<S ii co < 5 0 6 THE V&VE BOX SHAL1_ BE 2D'(SomW 030A FW_HM GRADE IN TURF COMM VALVES (CENITERLINE To CENTEMM *M MOM THAN ELL (ST) OR 2)VEIM' I , 41EIW�1` "11_1� I 11 . . I;r C) LA � SUPPM C) cr AND 20 115aW ABOVE FINISHED GRADE IN PLAMER AREA THE ONE VALVE 5 INSTALLM IN THE SAM LOCATION LATERAL I'll, aAGK COUPLER KEY WITH MALE H05L 131B IAN�ISGAPE - " � '111 YONDER. TREE TIE W24b4 OR APPROVED ;� - - T AL AREAV c) 6 - , .� , - , � *' .. I x � 0 �o z on aj "TIC FOLLONNS VALVE BOXES AND LIDS OR APPROVED EMAL MUST BE ABLE To REPLACE VALVE HITWX a"NS 11 I-- THREADED , , CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX - SLOPE WITHIN A LANDSCAPE AREA SHALL BE FIROMI WALL I WATERPROOFING, E50AL 2 TES PER STAKE. (3 TIES AS NIEBED) (-.x STAKE LADOATION ME DEEMED ACCEPTABLE ANY MVIATION FOR THE A �Mlzll­,L I I ,TAw,) , , CCIEFTElp 130)a IRRIGATION LINES OR MOVING BOX NOTES: "I , , I SAMV ELL MANUFAG7U;MR AND TYPE TO BE APPROVED I �v :� E 's 0 _T 0 _�5 cl) I 1� I � - __ , NO LIDS Ba.oH MUST 13E APPROVED By THE WfA;U-!ATION AND PARKS 4 � 11 I'll - FIN19W GRADE IN 94M AREAS TOWARDS STREET WITH 2% MINIMUM AND 4A MAXIMUM. BY WIREATION AND PAWS DIRECTOR CL 0 < C) LT C) a 011WITOR. S, WHERE POSSIMA LOCATE VALVES IN THE PLANITER AREAS. .;.., � , 11 `� I I �L_ r q .�--ISEE Nam #2 AND oErAdL J) - , 1 � 4'MIN -k - , 1 � , NOM; , 1 � 9qRL5 , � I. USE! SCHEDULE 60 PVC CONDUIT WIN AN IENCL,05197 5 ALL IRRIGATION INSTALLATION SHALL BE IN AccaRVANICE mm @ SWINE MIRE i STREETSCAPE SEC-TION ONLY ALLOWED WITHIN CORMR MONUMENT Lor - - -TRUNK 6UARD SINISLE VALVES: NOS PRO SERIES 14-A-11" q ALL IRRIGATION INSTALLATIONS SHALL BE IN ACCORDANCE! " 2. CON STRIUCT OV (BOW THICK, CLASS V CONCRETE SLAB AS I CITY STANDARDS THE LATEST EDITION OF THE CALIFORNIA PLUMBING, L *_ . - @ ,ATIoNS t13.1h) !� / FOR TURF ONLI� CORRUSATEP VALVE BOX NTH SOLT DOM CovM I (5TAN:;ARZ) TYPE 5110EKALK) q INATER BASIN DA 4.0'BENH Ir - THE UNIFORHI FWWRED TO WAIVE THE PEDSTAL MOUNTED IRRIGATION CONTROL mww - MICK COUPLER VALVE KATIER FROoliml ' FIS. - 40'EEW Fs. (LOO mr) CITY STANDARDS, M LATEST APPROVED EDITION or COX AND MANUFACTURERS PECO40DATIOK SECTION 20 OF 17N -_ GUICK COUPLER- NOS, PRO SERIES IO' ROUND FLUMBIN5 CODE, MANUIFACTURIER5 IMCOMMENDAnoW SECTION CLOCK COMPACT 031 (W* BASE To w% RELATIVE THE STANDARD SPIECIFICATM AND AS DIRECTED BY THE , < C-OPJL16ATM VALVE BOX RIOT14 BOLT DOWN CU/ER 20 OF THE STANDARD SPECIFICATIONS, AND AS DIRECTED 13Y THE DENS" PRIOR TO PLACEMENT OF CONCRETE SLAa RECREATION AND PARKS DIRECTOR - STAINLESS STEEL CAMP @ [ . 3 3- HIRE FULL BOX: NOS FRO SERIES 13'X20- JUMBO RECRIEA71011 AND PARKS DIR156TOR. 3 ALL FASIA111ON CONTROLLER IENCILOSIM SNAIL( BE TOP How, 6 ALL MAITERIALS SHALL BE NEW AND FREE FROM VEFECTS. . �)11* '1117-Iffl, ­1 "I I NOTES: (RA15M PLANTERS AND .. L�,_" . " " 00 . 076 , � - I 1; 0- RECTANGULAR VALVE BOX INTI OF A VANDAL AM MATHER RESISTANT NAILIRt I SEE APPROVED LANDSCAPE I IRRIakTION PLANS BRICK SUPPORTS RETAINING, HALLS) - " �­�-, �,� < 1. PROVIDE Pm,nvE DRAINAGE (2% MINIMIUM TO 4.1 MAX) , , -CROWN Or 11111 TO BE � H BOLT DOM C�OyER. KNNUFACnM W. bo PVC 111 I v p Ir 10, ALL MATERIALS USED SHALL BE eq no FREE FROM DM7S, EMIRELY OF 304 GRADE STAINLESS 97M A42 LEGENDS FOR SPECIFIC NOVEL MM375 SIM mPPLr No ;;; - TRIPLE SWINO JOINT MALL FILL AREAS. OVI&WJ ABOVE Fr.. ahWnTlE!% MIANUFAC11111IMS AND PERFORMAN12 I -0 _9 MR010m) � I � , FtAmnNo TABLET5 4 INSTALLATION OF EXTRA WitISATIoN CONTROL HIRE FROM H. ANY AND ALL CHANGES SHALL Be APPROVED By THE R%RIEAToN _Q I W 00MO HIVE CONCRETE MOW STRIP 6 REQUIRED FOR ALL 1K I I I < w IWJOATION CONTROL CLOCK TO IIEWIT CONTROL VALVE 15 4. FICUIRED CONCRETE! BASE - 6- MIN. W,KNESS, MW COCRETIE W REWRIEMENTS. TRIPLE 54M JoNr "I � I MAINLINE LANN AFMA5 ADJAICIEW To PROPOSED oft EXISTING, HALL PER -0 PLANTING, TABLETS A b, I ''I I , (5m NOTE *) . I 6K�,�� - ui U) AND PAM DIRECTOR PRIOR TO IMPLEMENTATION SLYM OUTSIDE DIMENSIONS OF ENCLOSURE hm v2s SLOPE & ANY SO ALL CHANGES FROM THISI STANDARD SHALL BE . I CITY STANDARD SHEET L-11, DETAIL N. 5 ALL MATERIALS USED SHALL BE NEIK AND FAM " tt � ,� REMAM FOR EACH NANWW (BUNDLE OF VALV . #b) ,� (SEE NOTE � , Es). EVRA $4 x WREELAR STAKES, - Ll I - �, ''I SOL, i I I I FOR DRAINAGE APPROVED BY THE RECREATION AND PAWS DIRECTOR PRIOR 2 RECiUIRI!D HPIERPECTIONS. ­1­1" ', II L � ` ' � z HIRE! SHALL BE A DIFFERW COLOR, THAN THE ONE LEM To 12. SEE APPROVED LANDWAIVIVIRISATION PLANS AND LBSEIM 'Ll _ � S. HALL WATER PROOFING, ra WILNIFED PER CITY STANDARD �`­ - , < 11 OPERATE VALVES (OW COLOR MR ALI. VALVE WIRIES 4 ONE COLOR FOR SPEZ11FIC HOVEL NUMBERS, SIM QUINIM, MAINUFACTURE1115 TO MY TYPE OF ICONSTRUICTION. LATERAL LINE -11 . I' - - LANDSCAPE FABRIC SHEET L-11, DETAIL MI 6. r- CURM AND OR OJRMVrMt FOR LANDSCAPE CeMM IWAM UNDISTUR01) EOL i - 2x WIDTH I :3 1: U) FOR EXTRA HRM� - ARE NOT EXISTMO, SEE APPROVED CIVIL BWMW OWINGS . 1 2x p0mm OF ROOMALL AND PERFORMANCE REWIRDen I I 3/4'ROCK, I CUBIC Fr. 4. ANY AND ALL CHANSISI SHALL EE APPROVED BY THE! OF ROCTIBALL TYPICAL SHIRLS �� a- For up W-Ap FECIREATION NO PARKS DIRECTOR PRIOR To iwLEmwATIM 7.40 OMW MR KAMM AREA MM _j REVISIONS - - 0011m Mmw*" @ dIlj1QC . (D . @ MI. w I < CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS CITY OF BAKERSFIELD REVISIONS REVISIONS w CD W CITY OF BAKERSFIELD CITY OF BAKERSFIELD REVISIONS Ir DETAILS FOR REMOTE CONTROL VALVES DETAILS FOR TOP MOUNT, STAINLESS STEEL LANDSCAPE AND IfUtIGATION DETAILS FOR LANDSCAPE DETAILS FOR MEDIAN DETAIL FOR TREE AND 0 CONTROLLER ENCLOSURE VARIOUS IRRIGATION BEADS ISLAND PARKWAY, WATERPROOFING _j w 0 STANDARD STANDARD PLANTER WALL, AND RETAINING WALLS I SHRUB PLANTING _j n PLAN NO. PLAN NO. STANDARD STANDARD STANDARD Q sm 6 OF 14 - PLAN NO. PLAN NO. PLAN NO. 2 Cc r`_ APPROVED RCEJOOM DATE I L-6 Off 7 of 14 I APPROVED Rcs Imn L-7 SITU' 8 or 14 1 APPROVED Rm �R_ - OF APPROVED Rmxlr)m �Im_ 0 < Ir ICENTERLINE 0.51 03"RAID. 05ffH L-8 � su 9 -14 , L-9- an -_LO_ Op 14 1 APPROVED Rmx= DALTE I - L-10 _j (D < III- OF FENCE FINISHED (0.15W TYPICAL ALL 51DES M UMNOT95 AdIRA WITHIN MMIIAN Ae.C91'rAftit THE 0BJW11Vt 15 TO SOFTEN 11-11E VISUAL IMPACT OF A FENCE OR HALLEV FRONTAGE. NOTES: Q e 66R,A�DE FOR LANpscAPfw Mm 2crbLj2E_tZ2IM PLANT MATERIAL SHALL BE SELECTED TO PROVIDE A PLEASING LANDSCAPE P141TH LON 1. A PLANNING PWrAkrmExT APPROVED ma" PLAN is ui , - MR EXTENT or rLAKMR Aom.N. ARISAIIS ouTsum MAINTENANCE RIEWIREHMM. LAN05CAM PLANT MAT COMBINATIONS 5HA" W >- Z I . ,:'`,::, THEME LIMITS SHALL VE OMSELY'SURPAICED RIEVIEHM AND APPROVED 13Y CITY PARKS DMISION. - t WILIRIED PRIOR TO 904RAL OF HALL lMiWVVB4W MAINS. LJ_ , ,�. 1, , '. , t-� APITIMMIAL NTH APPP47VEM HAPV SUWA" TJRE^T��. USE , I 11 '. 1%, � , � � On 001.1=701R CAP PER APPROVED 2 FOMW To BE CLASS V CONORM U) - I*- - , , OR WOOD FENCE I ,- "" . "I -0'r5mri) (SEE NOTE #3) go, MNOW am TO 51aff LjNr RESTRICTIONS. f -.11 f___*_1 r._11 M - 290OPSI 012WA). cc () F_ . I I'll, I MON STRIP _�_ � 3. ",&EVoRwm"3mNmoNIB*msmOFm w C44AIN LINK FENCE . I . OF 7W9ft OR OTHM PeATUR25 MAY aM LIMITED A SEPARATE AVTOMATir, IFMGATIoN SYSTEM 15 Rr:WIRED. GONCEFT' PLAN < (:)-- . I I CONCRETE MON STRIP i L - i 0.1-11 . III L 11b' MIN - I I i - MLL 94ALL NOT EXCEED ID' (03W. y ir co 05' RAID. & ­ I - - , .__ . 4. GROUT ALL CEII TOW(OhWABOVE'lls! MRNX (15mm) - -1 I t. < w ID'(25rrd� I TYPICAL ALL SIDES WAIRA-112 WW MWM PLANTMIL = t " C, a a #4 • 0 32'(O.bm) O.C. - 5 GROUT ALL QtLL5 CONTAINING REBAK INCLUDINS; ECNp I (-,a Is #3) 1 qv I f HORIZONTAL _\ 11E*415� TO TOP OF HALL m [- - 05'RAD (15rrW - I - I . - I a 10 6. A MINIMUM OF 25% OF STIREEr SIDE KMOmr To U) FA - I(O-23rW FINISHED MILREP. L.L. - (TURF - �(,1-�)., I GRADE 0 �_ TYPICAL Top Sir: MAX. FALL . � . - � - . . '� 1. TOP OF HAIJ. GRADIENT TO MATCH FL TO A MAXIMUM 0 U) I o 1155 MIN. - I - , - I I j I * I -) "" , , " , ,5, " , j I I'M "C"T" � - .4 � � - I , , "' , N �"' - , (04 7�.Iql '(10%HN, .�.l(-.5-1-;ION, I . - �-) - .� - .(9 , " , "' " , " - " , , , -1 I I , � " V77 11 - I ; , "�11 ""' 1 "`��' " ,� I �, , , J_ i 1�!P_l ,__� I , , 0, , I — ig , �, I " , � I 46�11 I I 11 - A ; �11 I I SAND 1 511-010.5w MOH R01+F STAW "7Y EN HAJWSOAM I AS DIRECTIEV By MY DWOR "acs L)- � I I E � I LAW 1 , - e_ '. " I ­� FROM FLAYISROW ILANDSCAPINS LIMITS, WITHIN MEDIANS ,,, , , � , - OF VON SLOPE, OR 5MIPM TO MEET M16W RE=e4M . 6D, -�,�, � COMPACTED L- -1 I i I I - , .%.n I mn \ \ .-\ '. (1501TWTH'i- EARTH .. 11 I ­ - , ­ r 13, RUB � & W-AANS SOIL 511ALL BE COMPACTED To WZ OF KWW . ­ � -2: , I CONCRETE HOW STRIP , i" ­,; - MJ&16 am bD"x &D"x 16' iiq�-j6lw .-,�`., ,.,: s __1 I NT5 - OR MASONRY KA p (0-15M x 0 -� -.-, ': . - _--c IE DRY DENSITY AS DETEMNED BY A57M NMI TO A ' ' ' .�- � - - , b I L I'll, I i < BLOCKS OMM OF 10 (031W BELCH BOTTOM OF fWnN5 ­ I ; MOW STRIP AT CHAIN LINK _IF4 f.'A'. I I ` 1�- . I ­ 0 / �� - _,� I = .2m x 0.4m) Iq 11­".., I I . "I -, V -, V @ fj3*-,E AND HI - - -, V ill M1, it KI7MVARIE5 NTP % III HATER PROOF SUIRFACING snN o2v (6a" THICK 1120VIE i _11��'. , ✓ I " ��, I .0 w 4i AW&TIC WATER PROOF COMING OF APPROVED EGUAL AS PER I "I I � I I . a , -_ I Z��,��m I I'- I � P,1', . , ­ -4 9rEAIL 64 COAT OI%Y THAT PrArrm m f- -1 , I I f .B0176114 OF SLOPE- - .. - - i T C47Y STANDARD SHEET L I 1, I ­-I BLOCK WALL ORFI34A (1517a) I _.�11'1 1�n . I APPROVED 7(,_2�7 LcowAr,,rEo EARTH WATERPROOFING , ON LOT SIDE 2RL 4)NO (o r1.6jee LOT NOTES: /_ 6RAOE I. CONISTRUCITA DEEP SCORE JOINT 61) ATIevERY rEmr;FPO_GT . I 4411_�___�__­___ r -11, 1 / , Ill\ � - 1'� " FENCE �OR P OR DRILL SITE AN \� EA--P -,-\/.I'- BATE - -",,I\ _, ( ---\ I - < x '� I § � x I - 10. FOOT165 SHALL NOT EXCEED THE MOTH SHOM ON THE - ­ PLANSISYMORIETW20001'" ANYPORMHORKNECIESSARf TO MAINTAIN THIS FOOTING "M SHALL BE MON THE FINISHED TOP OF GRAM AT LEAST Ib'(0.4M) OR THE! DEFTH OF THE 11,0071116. mHICHIEVER 15 LESS- I \ 10' -_ *,- , -- Ing � — I _ ......... avo ", I 4%, I F-.. EPE �m cl� - I ­_ it -71 HARD 5URFAC,E TfW_ATf­IIE1NM; DENOTES SM MIN. PLANTER AREA AC-C-EFTABLI! HARD r-= I . 1. ­ ­ — - EVERY 15- RAW ON ALL O CONCIRIE11E SURFACE& - `75% MAX FtANTER, AREA SURF!AI-E TREATMENT [H - . . 1-1 b �_� e 1% 2D' (5a* AS APPW X 7- V--.----: ---.--..-.- � -� PESI&N CRITERIA: . r...( (SEE NOTE #5) q.O" I'll 1 2. ALL ASE46 TO RECEIVE oW,RM SNALL BE Cow ACTED To - - I I I 1 , I", `10% RELATIVE DENSITY FOR A D" OF OS'ASaW OR AS RECREATION — AND 1. GONMTE MASONRY UNIT GRADE V. MEDIUM MIGHT Film (0,23T) ,,, COMPACTED APPROVED BY THE FMCREATION A49 PARKS DIIIE1,TQK PETAX QF PARKS, DIRIECTOR :����]��-:` ­_ #4 0 32" O.G. CONFORM TO AM OW. I GRADE I "', �,,ti EARTH I. A IS' BORDER or HMO EURPAct TRBATNIENr is IREGum ADJACENT To THE BACK OF CM jWZL*HoVT ZOW: EL � .I.,:.,.,.,.,.,.- BEND INTO FOOTINIS, 2 RONFORAD STEEL - GRADE 40. 1 , ,,,�' 3. TOP OF MOK STRIP SHALL BE ID'(25ff#0 ABOVE FINISHED �1' -, ,,,, � � ,,, , z WHERE Him Is. LESS THAN i2s, MASUNEI; mw E TO IL (6' HVH HII SURFACE TREAITMERr MY REQUIRED. .7.,:._.,:.,.7. � ........ 3 MAKIN SOL MAKING PREMISE. IOOI WHI 1�i' " , i, 1:1., � � GRADE WHEN ADJACEW TO TURF AND 20 OOmN ABOVE 5 HARD SURFACE TRENTIMEW ONLY 46T BE INSTALLED IIIII THE MINIMUM HVI DOES NOT OCCUR FOR So CONSECUTIVE . _­ 4. WIND DES" IS 7OH7N 0", 1EXPOSLIRE V > - FEET &-S, HIDE LANDSCAPE "TINdo ISHRILM ONLY) CONORM I NO SEISMIC ZONE V. THICK I I S. STAMPED CONCRETE! INSTALLATION SHALL BE To WARM SPECIFICATION5 OR APPROVED MAL S'+ HIVE LANDSCAPE! PLANTING, AREA (TREES/SHRUBSI) DRIVEWAY 1� I')- 6D, (I , , 11 1 I FOO711,16 FINISHED GRAM WHBI ADJACENT TO PLANTER 4 NO SHRUBS HILL BE ALLOWED IN PLANTER AREA WITHOUT FF40R APPROVAL OF RECREATION AV PARKS VIRIECTOR. ICURIViSUTTER CONCRETE ' 11 ' � I - ,� I 1 4. H THE GRAM ON Tie LOT SIDE OF THE HALL ts msHER �K 5. SUBDIVISION HALL SIGNS w MOW P >�;' , THAN THE GRADE ON THE STREET 51PE OF THE NALL, HATER & '5PRAY =rq"Wrj,AA.REWT THE IS' SURFACE TREATMENT ALOW THE PER SIVENALK AREA SA APPROVED k_z= , ", $ ,I , ` 11IMETER INLAID TILE � I " " I TER OF THE FLAMM To BE WF=ATA?%6RnMTH5MTE1& �TJ*M; ,��, ,,, �,�,' , ,,-� � , 'A ,� , 7- 1 PFZOOFINSI 15 lWaIRIED. SEE CITY STANDARD SHIEET ILA OEIIAL Sf SLOPED 2%. N15 SECTION IRRIGATION 16 IDICCURAGEO NOWAK H STREET fL GRADES EXCEED 2% FALL, VRAY HIEAV TYPE 1119=51 � 5/6"501-10 THIROUSHICUT 516K - � I � ��, " FOR WATER PPWMNS RESIUREMOM I MWINREMR1 I. AREA 8E?rH1!51 BACK OF SIDEWALK AND HALL & ALL ORO" COVM SHALL M RVV"EP AM T. No rumor Vm SHALL BE LEW TO SUMS -0 5$. STAINLESS BLOCK WALL . OR PIME AT PROPMRTY UNI! SHALL BE APPROVI!v BY CITY PARKS WSM HALL Oft FENCE 6 -0 Vft%p%;Tj6WAI�ANoHORs (V4'X 2-1127 MINIMUM. MOUNTED TOP . I ,�,z , S. A qjo'(OZW HIVE CONCREM Mom STRIPS WaM;W FOR ALL 6 =00IF"M OR OTHER HARD SURFACE 71IMATMOIT' SHALL 19E VIETIM"NED IN CONSULTATION INTITH'THE RISCREATION � IFLUSH TO THE HALL MTN EPDXY AND SHALL OR FENCE � , I " / I", '11�' '1� , , , 11 AND LAMSCAPM IF PRORTASE IS LESS THAN 100 4. ALL M-ANTS 0HRUINk 7RMW allftl HAI,& AN HAVE No VOIDS BE7MEN NONAGE AND HALL 11 �/, , LAHN AREAS AOIJACENT TO AN MTr* OR PROPOSED IFENCEWLL & NO LANDSCAPE MIRE EHALL Be I 11, I , , /z­ . , // , 1, � WIRMAR Fir, THE AWA EIETAW4 PENO5444" AND WNHWAL. OLUBLEIRL ALLOWED AV C4111CWTE 50150ILK 94ALL BE I i 9 . I I � TANDRD III- MUNUT'006 LONG, ASEM "A.&I B'MWM L'MV SoV,K OF CAM SR#4.L W.aEVE C414cWM 6. IMC,ATION SYSTEM SHOILL NAIVE A WARAM INI%W GRADE 1-��� OF T196 TEOVISCTANGULAR ,,11 . C.e) � C. , I , EXTENDED TO THE FACE Or NALLN S" OR I ­,- 777 7-- I 1/�, I I , POINT OF wNIECTICK =1 I . 2 GROUND COVER KAY BE LEM ORLY HINER -r; ­�� . I - .S� 4 ; `� I , / 6. ANY AND ALL CHIhNSIES FROM THIS STANDARD DETAIL SHEET 10 INSTALL MONER RAW AT ALL MEDIAN ISIREAKSAIREPERABLY AT LEFT TURN POC4T* AD 70 LAM AREO DISTANCE EIEtY12N BACK OF SIDEKALK AI,V FEWA & 5 AM TRIEM SHALL BE SPADED NO PW AS MEASURED PARALLa. TO THE ADJACENT` 1� 4t_, 11-L , . I . I : I 11. COMPACT OS'0SOnW BASE To qM RELATIVE DENSITY BELOW ALL HAFD%App_ Examm kw. HRLVS DRILL SIM PRON1`AfZ 15 ILMO THAN 100 LINSAL L - , . "I � I I SHALL. BE APPROVED BY THE RECREATION AND PARKS DIRECTOR CLO"S THANJS THEM PULL OL%MWER AT MAIM" STREET , IM; , 'T � �,oI I- A .� __ , M VC" RAMP NEWREP ON ALL M OF MEDIANS - . . � - ;� I PRIOR TO CONSTRUCTION 2.(2 MOM RA PER IV-AM) -_ , , w 4 :; R=q.O.'.. . . . 1 ALL CONCRETE SHALL BE CLASS W IN A6CORIPANCE WITH lvwv P�m rr"r V4` PM V4* PM - f . , . , '11',- . . : - � . I CONICIRM MOMTRIF AS 1 1:4� - 1 . PILASTER Is, — " X � 1� I . . . . c; CITY STANIDAF 114�" — — i . . X: ___ [PLAN1 05, THE LATEST EVITTION OF 5WTION -5 OF THE 2wA H:fH , rl ml- P_ � . , . ... QS2 I, , (023m) �� k .. , REQUIRED PER DETAIL L-11 STANDARD SPECIFICATION, AV AS APPROVED 13Y THE RE N ,_ Ak ". , " , , 2 -•4 MOW STRIP AT ZRFATIOK I L11-1 — - KALL AND FEW.,E *0 PAWS OWTOR. -Tu— - I .HfTmqOSEw , -o -A... t, _ �� Ilt �q 6 F­ 1; 11:� L21 I I __ LONSITUDINAL 6 MOW STRIP ALONG HALL SLIM INCLUDE PL461M 1-1/2"Isw t � CONTINUOUS � V, 4. MOW STRIP SHALL BE INSTALL" AT ALL PROPERTY LINES. SECTION A-A _ SECTION B­-5 - 5Er-TION r-C, #4 a Ib'(0 4m) ac. - ___11' � .- MOW RAMP No PLANTER PLANTER 4 nRr- AREA or $1, a 24" (0.6m) O.G. L 30, (obw I - - - I - Elq ": REVISIONS REVISIONS REVISIONS REVISIONS SHEET NO. CITY OF BAKERSFIELD CITY OF BAKERSFIELD . CITY OF BAKERSFIELD CITY OF BAKERSFIELD [� DETAIL FOR CONCRETE MOW STRIPS DETAIL FOR TYPICAL LANDSCAPE WALL DETAIL FOR PLEASE REFER TO THE FOLLOWING INTERNET LINK FOR MORE & PLAYGROUND SIDEWALK STANDARD LANDSCAPE LWTS WITHIN MEDIANS STANDARD OR FENCE SCREEN MASONRY WALL NON-RETARSUNG INFORMATION IN REGARD TO THE CITY LANDSCAPE STANDARDS- Q309 PLAN NO. STANDARD STANDARD Eff 11 OF 14 PLANNO. PLANNO. 1, PLANNID. http://www.bakersfieldcity.us/cityservices/pubwrks/designman/pdf/landscape 611 2007.pdf RMIDOODIr - I APPROVED RMXX= DATE afff 13 OF 14 11 - - - - ,� I �Ts L-1 I SW 12 cm 14 1 L-12 . APPROVED RCE �F L-13 I SW 14 .of 14 1 APPROVED RMXXX= I L-14 I - ;1,91 2 1 1 4 1 1 1 1 i I I - !Z 1 2 OF 25 1 � 6 � � � i'o I I L_ 1 11 12 1`3 14 1, 1 5 16 i 18 19 )o 21 22 23 24 �) 1 5 i, I . " . - 2 8 29 k It Landscape Specifications General Notes: 1. Scope of work: Complete all landscaping work as shown on the drawings and as specked 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 6.. -. accompany each shipment as required by law. T 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 Y2' 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. r 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 Y4'. 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. N 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 Unhulled 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 %" 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. 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. "Record" 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. I. 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 eart h 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 shall 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. Backfll 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. 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. Planted area boarders: All planting boarders shall be 6"x6" concrete strips. See City standard L -11, detail #O -O. Where turf is adjacent to 11. Electric Meter a wall or fence, a 9 "x9" mow strip is required. See City standards L -11, detail N -N. A 6 "x6" mow curb is required anywhere City maintenance A. The electric meter shall be placed as indicated on the plans and shall conform to all applicable City responsibilities end. For phased projects, mow curbs will be required, even if not called out on plans, at phase lines to be removed upon and agency standards for installation. beginning of construction of next adjacent phase. B. The irrigation controller and the electric meter shall be placed immediately adjacent to one another, 12. No shrub shall be placed any closer than'/ is diameter at maturity to any hard surface. Final placement of plant materials shall be 12. Quick couplers 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 A. All quick coupler valves shall be located in planter areas whenever possible. density. B. At completion of the project, the contractor shall provide the City with two (2) quick coupler keys. 13. Spacing on trees and shrubs shall be not less than their diameter at maturity. 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 14. Groundcover plants shall be planted a minimum of 12" from any walkways and all irrigation equipment. 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 15. Pruning: Prune all plant materials. Only skilled workmen shall do this work under the direction of the landscape contractor. twenty -four (24) hours prior to such test. C. The City Parks Division shall have final approval of coverage. 10 11 12 T T 15 ':6 1' 18 19 20 gib' x,74111 �> c~v OA Q o J N W Q U uJ a Q o 0 a J 0 Q 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 seven hundred thirty (730) 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 insufficient 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. 11. Refer also to the special provisions. �I -ao T LE rn C CO �U00 C: -� �ro a) a C Ca W o C0 U - � LU U Ch C: ao 0 2 crj C O � ii T C3 0 U co 0 0 N iv z c � o LL V O T 10 O O <Q c o o° o'er :v m o m Z m �; m d !Q >Q O LL C) Q U) CL o Q � W C/) Q z Q U Y 0- U i W rY C/) Cn U z z J 0 O cr- Q 0 0 F W i- lc LL W F- dS °C U W a m W U LL Cn U) p U Q lam" '3 Q� t. i0 s tJ a SHEET NO. [LiQ300 23 OF 25 n NpMj Q(.)z 0I_ *° (0U ° <0, a W 3 wow J= ZYLL g<0 �U =v= £ ..I.O Q W w Q OLL 0 0. ;..» _Jo LO 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 seven hundred thirty (730) 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 insufficient 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. 11. Refer also to the special provisions. �I -ao T LE rn C CO �U00 C: -� �ro a) a C Ca W o C0 U - � LU U Ch C: ao 0 2 crj C O � ii T C3 0 U co 0 0 N iv z c � o LL V O T 10 O O <Q c o o° o'er :v m o m Z m �; m d !Q >Q O LL C) Q U) CL o Q � W C/) Q z Q U Y 0- U i W rY C/) Cn U z z J 0 O cr- Q 0 0 F W i- lc LL W F- dS °C U W a m W U LL Cn U) p U Q lam" '3 Q� t. i0 s tJ a SHEET NO. [LiQ300 23 OF 25 n ITEMS OF CONSTRUCTION S302 F -13,15 LIGHT STANDARD WITH IDENTIFICATION NUMBER B302 — K- > LIGHTED BOLLARD WITH at° k Y IDENTIFICATION NUMBER R301 r , WEATHERPROOF 110V DUPLEX OUTLET WITH IDENTIFICATION NUMBER H2O1 Y POLE MOUNTED FLOODLIGHTS WITH IDENTIFICATION NUMBER 51 SPLICE BOX WITH SIZE OFOUNTAIN CONROLLER f CONDUIT RUN No. - -- 1 10 5 2.5 0 10 20 s � PANEL F +D WITHIN MP -5A_.7__) �Q C T SEE SHEET GP -2. . ELECTRICAL PLAN -SOUTH (_A1 0 � 8v E9 VOK i, ? 8i 1i 'i T*01" " 29 aal*99 ;* # ko +EON m III WARM= l m m WSVW ! IN ii fn r / R302 J� D -32 � � Z l * NO.E8339 *' Renew on 9/23/12 �� F< CCTR\CP� qTF CF CAL�F�� 31 -7 -- EXISTING PARKING LOT- -- ' --- EXISTING BUILDING --- i 302x5 / W- - - - - -W OH - -OH = -- - -- - -OH - 1 " =10' GP -1 1�5 1`5 7 18 19 20 21 22 23 24 2E = ' 13 _W__ F -13,15 — S303 — — K- > X at° k Y r , WP f -- 5 = �F301 26,28 r / R302 J� D -32 � � Z l * NO.E8339 *' Renew on 9/23/12 �� F< CCTR\CP� qTF CF CAL�F�� 31 -7 -- EXISTING PARKING LOT- -- ' --- EXISTING BUILDING --- i 302x5 / W- - - - - -W OH - -OH = -- - -- - -OH - 1 " =10' GP -1 1�5 1`5 7 18 19 20 21 22 23 24 2E = ' 13 _W__ — OH — — — K- > X at° k Y ,i_ao1 N w U' 0 -." a \vJ ro L U fr � r () o 0 (m� _ o o L o � a �m W v CU cg 07 CO OP f' 0 r ro 1�(0 vi � EvErli 0 o_c ( r 1 m Q i i o I a N N j O I � f i � ; o z a �w L�J,I � of 0 m 0 (< ac �� �ml�; p O j is CL p Q p ii U : ❑ v Q T Q W Z z U) —' I O W n- C/) W U7 z z W J C J 0 Q U LL cc U rr L" w Cc U Lij ILL cl) m W O () U .� ♦ a T. SHEET NO. MR,0 1 24 OF 25 o is > at° k Y N w U' 0 -." a \vJ ro L U fr � r () o 0 (m� _ o o L o � a �m W v CU cg 07 CO OP f' 0 r ro 1�(0 vi � EvErli 0 o_c ( r 1 m Q i i o I a N N j O I � f i � ; o z a �w L�J,I � of 0 m 0 (< ac �� �ml�; p O j is CL p Q p ii U : ❑ v Q T Q W Z z U) —' I O W n- C/) W U7 z z W J C J 0 Q U LL cc U rr L" w Cc U Lij ILL cl) m W O () U .� ♦ a T. SHEET NO. MR,0 1 24 OF 25 ice 0 � m ;i-A 0 ■ � m mill PANEL _D_ { PANEL ;LIGHTING BUS AMPS ___ - - - - - - - - MFR. _C-H OR EQ _ - -__ LOC PEDESTAL PANEL MLO M TG. MAIN AMPS- ---- 3_ 4 120/208 SEE 1-LINE PHASE -- WIRES --- VOLTS FEEDER --------- AT _ BOTTOM AIC RATING 10K --- 125 BUS AMPS --- ---- MFR. C-H OR EQ ---- LOC. - P:--DES- ------------ MTG. _PANEL MAIN AMPS-MLO 3_ WIRES 4 VOLTS _120/208 FEEDER -SEE ;-L;N,-- AT _BOTTOM 10K PHASE I E - - ... --------------- ------ AIC RATING DESCRIPTION ------ VOLT-AMPS — — — — — — — — — — — — OUTLETS [BKR. WIRE BUS CONNECTION WIRE BKR.1 OUTLETS VOLT-AMPS 0 40OA/3P 0 VA DESCRIPTION DESCRIPTION VOLT-AMPS " OUTLETS 120/208 VOLT 4 WIRE 3 BKR.WIRE . Q 0) co BUS CONNECTION -S-: 0) cy) WIRE BKR.j 70 (D OUTLETS VOLT-AMPS An C13 DESCRIPTION . A B, I C LTG REC MISC AMP P AWG AWG P J AMP MISC REC LTG A B C A B I C LTG REC MISC AMP I P AWG AWG P AMP MISC REC LTG A B C f7RECCEPTACI- 8201 :50,; 1 L ------------ 20 1 '8 1 2 �,4 6 8 �10 12 1 6 8 20 --r-\-22 24 2 6 26 2 4 K28 30 0 32 4 0­� 36 3_8 /--\40 30 �74-- 1 - 2000 I -- I AERATOR A�01 I STANDARD S201-206 750 6 2011 —7 8 1#6 TO Il - --/ 4 6 8 10 12 14 16 "l 18 -/—\24 /--,\_28 30 32 34 36 40 42 f �, 1 201 LIGHTING CONTACTOR 7 450 BOLLARD 8201-205 RFCE PTACLE 8202 ROD 15001 1 20 -- 1 81 8 2 000 -- - -2 STANDARD S201 06 750 (TYPICAL) 6 20 1 8 3 fl 1 20 7 450 CKT. BOLLARD 8206-212 RECEPTACLE 8203 S SHEET E-'14 11500 1 1 20 1 8-1 8 1 20 1 1 1 2------ 1500 2 ---- 2 ----- RECEPTACLE R206 STANDARD S207-211 6251 5 20 1 5 1 20 I M 11 F 720 BOLLARD 6213-223 EiF ­ EP CLE' R224 0 C TC 1 1,3,5,7 20 1 8 8 —7 -- Ild-Lo- -7 – 1 -- 7 - 1500 ---= -7 --.---7 TC RECEPTACLE -P,2�� lKq� 7 STANDARD S207 -211 625 L -J 5 C 20 1 3 --Z-/ 1 20 CN TS. 2.4.6.8.10.30.32 7 450 I LIGHTING BOLLARD 8224-29,37 R ECE- P T A F F 20 i 0,' 1 20 1 8 9 8 111 TME 1 60A i 1500 42A RECEPTACLE T-fl 1---- STANDARD S212-16,23 750 6 FUTURE 20 1 3 J CIRCUIT BREAKERS- 1 9 600 SEE BOLLARD 13230-37,38,3� RECEPTACLE R212 1500. 1 - 20 1 - 8 — — — — 1 8 11120 1 L- - - - - - - - - - - - - - - - - - - - - 1 115001 RECEPTACLE R210 STANDARD S212-16 23 75) 6 - - - - - - - - - - - - - - - - - - - - - - - - - 9,0 1 s SINGLE LINE DIAGRAM 208 VOLT/"`A� .20. 0 3 L RECEPTACLE R207 5 '10"G 1 20 8 1,8 2011 500 FOUNTAIN F203 STANDARD S?l -i- 224 ik6T' 7 3 20 1 10 f 10 11201 7 1450 . ...... BOLLARDS RECEPTACLE RECEPTACLE R208 1500 1 20 1 8 8 z -1 \ - 1500 STANDARD S217-224 1300 7 3 20 1 1 10 10 15 - iL/-\— 10 11 201 71 450 BOLLARDS RECEPTACLE 8209 11500. 1 20 1 8 8 1120 1 1500 --- FOUNTAIN F202 SHADE LIGHTS 800 6 20 1 10 17 SPARE 20 1 - 11201 SPARE 'S' �R - 20 1 - 1 IW201 SPARE SPARE 20 1 - 1 20 SPARE SPARE 20 1 11 201 SPARE SPARE 20 1 iL 0 1 SPARE 20 1 11201 SPARE 25 10 20 1 1500 FOUNTAIN F301 2 7 10 12 N 1500 1011 201 1 1 1 1500 RECEPTACLE R301 10 1 201 1 11500 RECEPTACLE R302 31 33 35 35 37 39 39 41 C)7���42 41 1 4500 45001 COLUMN TOTALS. COLUMN TOTALS 8000 6500 6500 2675 2800 2175 COLUMN TOTALS COLUMN TOTALS 113511500 12201 BUS LOADING DEMAND CALCULATION BUS LOADING DEMAND CALCULATION PHASE VOLT-AMPS: PHASE TOTAL AMPS: PHASE A TOTAL: --RNA-VA. PHASE A TOTAL: A. PHASE B TOTAL: --1J1-000 --VA. PHASE B TOTAL: PHASE C TOTAL: --l-t0-QQ--VA. PHASE C TOTAL: TOTAL CONNECTED VOLT-AMPS 34500 -VA. LONG CONTINUOUS LOADING (LCL) AT 25% 1000 --VA. 35500 TOTAL DEMAND -VA. PHASE VOLT-AMPS: PHASE TOTAL AMPS: PHASE A TOTAL: --AQ2L-VA. PHASE A TOTAL: 34 --A. PHASE B TOTAL: --A!QL-VA. PHASE B TOTAL: PHASE C TOTAL: PHASE C TOTAL: 28 --A. TOTAL CONNECTED VOLT-AMPS 11720 --VA. LONG CONTINUOUS LOADING (LCL) AT 25% ---LOQQ----VA. TOTAL DEMAND 15720 --VA. TOTAL DEMAND �AMPS�= VOLT -AMPS -�20-�- �PAN­ELVO&AGE - -F3 AMPS TOTAL DEMAND AMPS = ­IqLN--- VOLT-AMPS PANEL VOLTAGE - 43 AMPS 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 PG&E RISER POLE CITY'S APPROVED JOB SAFETY PLAN, TO VERIFY LINE TIE-IN SUITABILITY 120/208V 3PH 4W I PRIOR TO COMMENCING CONSTRUCTION. I F-F, 1 3. ALL CIRCUIT BREAKERS FOR RECEPTACLES SHALL BE GFI. SWIT�HBOARD MP-5A REFER TO SYMBOL AT PANEL SCHEDULE. SV OUTDOOR ENCLOSURE SV SEE C/W SCHEDULE 2091 SHEET E-14 I 4. SEE DETAIL FOR GROUND WELL. - --- - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i i 5. SPLICE BOXES TO BE PER ES -8 -� UNDERGROUND PULL SECTION - -- - - - ---- - - - - - - - - - - - - - - - - - - - - - -- - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CAL TRANS STANDARDS, SEE DETAIL — -------- CT'S/ METERING — --- -- — — — — — — — — — BY PG&E — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 205,00C VA PAN', I'A TO-0 0 40OA/3P 0 VA (184 AflPS) -2 " 120/208 VOLT 4 WIRE 3 PHASE . Q 0) co 10,000 A.I.C. 400 AMP BUS -S-: 0) cy) cn- OP 70 (D L'Lo An C13 LU I i 20OA/3P ) 100A /3P c 't 150A/3P N W CT) 7U) Cy) 14 cp 0 2 co C) IL L - - - - - - - - - --- F L ------------ - - - - - - - - - - - - - - - - - - - r---------------- FUTURE - - - - -- ----------- —7 1#6 TO B.C. LIGHTING CONTACTOR ROD 30 AMP 6 POLE (TYPICAL) SEE C " /W SCHEDLl ' E CKT. CKT. S SHEET E-'14 112 24 1 I M F C PC CKTS. 1,5,9,13,14,16 D C TC C� TS. 1,3,5,7 C- PC TC CKTS. 3,7,11,15,17 C TC C� TS. 11 13,15)17 L -J C PC S. '10 C TC CN TS. 2.4.6.8.10.30.32 VILL HOUSE i I LIGHTING PO 0,' PANEL (FUT.) i I I PANEL PHOTOCELL (TYPICAL) PANEL TME CLOCK (TYPICAL) 60A i I I 42A 82A FUTURE ADD CIRCUIT BREAKERS- SEE PANEL SCHEDULES SEE LOAD SCHEDULE L— — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- j I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SINGLE LINE DIAGRAM 208 VOLT/"`A� MILL CREEK PHASE 5A 11 12 14 NIPSA -_ C'AD CALCULATION PAW:� f- = 15,150 VA PAN 1) 29,50C VA TO 44,650 VA FUTII;�'E = 205,00C VA PAN', I'A TO-0 64,650 VA (184 AflPS) -2 60-0p) 6" FULLY HINGED COVER - DOORS WITH SEPERATE REMOVABLE PANEL IN CABINET HEAVY DUTY LOCKABLE DOOR HANDLES UNDERGROUND PULL SECTION TOP VIEW PG&E METER M ---------------- --------------- Li MAIN DISCONNECT LOAD CENTER AND CONTROLS O Lij U) NCHORAGE PER uODE REQUIREMENTS I > m c: 0 a) 0 c: 0 Fl ----------- (.0 ti III 1=1 il::-'' cu PI-I I I: -.Ti r 1- --III= 6 X 6 WWF, FOUNDATION SLAB -0 INCOMING PG&E----" CENTERED CONDUITS TO z a) CONDUIT(S) i i LIGHTS, BOLLARDS a) = UJ `i- u- N c) 0 & OUTLETS:'-, 0 --------------------------- ED < 0 00 --- 71 X () 0 0 m cc] 6 ------------- o ----------------- 0 20 , 71 a- 0 t< 0 j7 0 C3 --------------------- ------------------- FRONT Ti EXIST. SWITCHBOARD MP-5A rB < MILL CREEK PHASE 5A E -10 Y < < = < L E G E N D Q < Z W w FEEDER DESTINATION, SEE Z 0 SCHEDULE cr LL) < Z 200A '.?P THERMAL MAGNETIC CIRCUIT Lw LI 0 >- BREAKER Lu ELECTRIC METER _j Cc Lu � TRANSFORMER P- CD LT? MOTOR STARTER, COMBINATION UNIT. NEMA SIZE 1 u-1 CONTACTOR, SIZE AND NUMBER I OF POLES AS NOTED POLE RISER - OVERHEAD TO UNDERGROUND N G PANEL NEUTRAL BUS (N) PANEL GROUND BUS (G) GROUND CONNECTION rz.) BOLLARD L4 llzz).; POLE LIGHT NO.E8339 � WEATHERPROOF 120 VOLT Renew on 9/23/12 DUPLEX OUTLET E-1 SHEET NO. C REFERENCE TRIANGLE FL, - 2 250F25 W 0 3x" o -2 " . Q 0) co L o) cc cy) -S-: 0) cy) cn- OP 70 (D L'Lo An C13 LU CD C) c 't c) W CT) 7U) Cy) 14 cp 0 2 co C) IL > m c: 0 a) 0 c: 0 Fl ----------- (.0 ti III 1=1 il::-'' cu PI-I I I: -.Ti r 1- --III= 6 X 6 WWF, FOUNDATION SLAB -0 INCOMING PG&E----" CENTERED CONDUITS TO z a) CONDUIT(S) i i LIGHTS, BOLLARDS a) = UJ `i- u- N c) 0 & OUTLETS:'-, 0 --------------------------- ED < 0 00 --- 71 X () 0 0 m cc] 6 ------------- o ----------------- 0 20 , 71 a- 0 t< 0 j7 0 C3 --------------------- ------------------- FRONT Ti EXIST. SWITCHBOARD MP-5A rB < MILL CREEK PHASE 5A E -10 Y < < = < L E G E N D Q < Z W w FEEDER DESTINATION, SEE Z 0 SCHEDULE cr LL) < Z 200A '.?P THERMAL MAGNETIC CIRCUIT Lw LI 0 >- BREAKER Lu ELECTRIC METER _j Cc Lu � TRANSFORMER P- CD LT? MOTOR STARTER, COMBINATION UNIT. NEMA SIZE 1 u-1 CONTACTOR, SIZE AND NUMBER I OF POLES AS NOTED POLE RISER - OVERHEAD TO UNDERGROUND N G PANEL NEUTRAL BUS (N) PANEL GROUND BUS (G) GROUND CONNECTION rz.) BOLLARD L4 llzz).; POLE LIGHT NO.E8339 � WEATHERPROOF 120 VOLT Renew on 9/23/12 DUPLEX OUTLET E-1 SHEET NO. C REFERENCE TRIANGLE FL, - 2 250F25