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6.8-115
CITY bTF I RAN FR;TS49b 0 N N TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF CALIFORNIA AVENUE AND "P" STREET ELEVATION =397.54 CIN DATUM BEARING BASIS PLANS FOR CONSTRUCTION THE NORTH LINE OF SECTION 30, T29S, R28E, MDM PER KERN COUNTY SURVEY INVESTIGATION AND PERPETUATION MAP MAP NO. 7-1 BK. 6 PAGE 108. SAID NORTH LINE BEARS NORTH $9012CITY STANDARDS CANAL F /y C I L I T,,l E S THE FOLLOWING CIN STANDARD DRAWINGS ARE MILL CREEK LIN EA � PARK PHASE HEREBY INCORPORATED AS A PART OF THESE PLANS: ST -22: STANDARD TRENCH BACKFILL & 5 COMPACTION REQUIREMENTS ST -1: CURB AND GUTTER ST -3: SIDEWALK SW -3: PAVEMENT PATCHES AS MODIFIED HEREIN SW -5: FRAMES AND COVERS D-9: PIPE SADDLE DETAIL D-14: CATCH BASIN TYPE "A" D-16: GUTTER DEPRESSIONS D-18: MANHOLE TYPE "B" io t.... .f ' > ';�a'., ,. sx: as .. 3�i- _.,,;� a< �- - az, ->. _ .�. , a�j•g 3�tX$ " '�°"^ 1 z u .. d CA I ;� . r � .x , - _-- - , - -- ---- �-�- — ----- — -- � �..__ >a 1 _ � 11 -� ---�—' s �� �� �,, • t t —i ----r— d I i Q STREET �; �;., LI OFiNf�IU m rr , w , ! Q STREET" cA ; . , µ Park a �, 4. : p���� J� �� • r i= i ;� � i -_ Ss,�set tai � •� .,_ ;: > ( I' sx I i; • "� . � .- S.n �nnr4sr UOJERTS r w i '% LOCATION MAP , pCiSTING PIPE C = � r -__ — -- --- -- I I•-' i 4 i Z , 4 NOT TO SCALE i r— r —i �` P h f ? � i i, K N�- .S L N`D G '�.` E A CANAL -, ,`s - i` j 3 • Q LIJ l L . R STREET Z 3 -•i :�.� : fIF----f-= Y -.�;;_=..bt -- — -- . .._.•..,.�.._. ____ .... , �; i a: .%'` _ —n - == • -.�.;. ,R� S T.RE�T . �EX TING BO CUL SRZ < . ��$. �.. �►ncci..5.' STREET i ( -, eN;� fe 4 c�J e vi " GSW i t �, Di KEY MAP T' 1 - 200 3 ` , i PRECAST ARCHED CULVERT - S ITE MAP SCALE: 1"=60' .Jeff r U Ou'ncy ° s PROJECT LOCATION %y SHEET NO. SUBMITTED BY: RICHARD MEYER, R. File Name: COB08001TS1.DWG CITY PROJECT NO: P6K117 STATE OF CALIFORNIA DRAWING INDEX PROJECT ELEMENT DRAWINGTITLE TITLE j . k r!` • iti 7 '' ` CONSTRUCTION PLANS T1 SITE PLAN GRADING SP -1 GRADING GRADING PLAN DETAILS AND NOTES GP -1 GRADING SECTIONS 1 GRADING GP -2 STORM DRAIN STORM DRAIN AND SEWER GP -3 18TH STREET CULVERT STRUCTURES GP -4 STRUCTURES 18TH ST. CULVERT DOWNSTREAM SECTIONS SDA 18th ST. CULVERT UPSTREAM SECTIONS STRUCTURES STA STRUCTURES 19TH ST. CULVERT TRANSITION ST -2 PERIMETER WALL DETAILS 7 ST -3 _ ST -4 ST -5 -- --- ST -6 ST -7 ' AE -1 SUBMITTED BY: RICHARD MEYER, R. File Name: COB08001TS1.DWG CITY PROJECT NO: P6K117 STATE OF CALIFORNIA DRAWING INDEX PROJECT ELEMENT DRAWINGTITLE TITLE j . k r!` • iti 7 '' ` CONSTRUCTION PLANS SITE PLAN SITE PLAN GRADING GRADING PLAN & PROFILE DETAIL GRADING GRADING PLAN DETAILS AND NOTES GRADING GRADING SECTIONS 1 GRADING GRADING SECTIONS 2 STORM DRAIN STORM DRAIN AND SEWER STRUCTURES 18TH STREET CULVERT STRUCTURES 18TH STREET CULVERT TRANSITIONS STRUCTURES 18TH ST. CULVERT DOWNSTREAM SECTIONS STRUCTURES 18th ST. CULVERT UPSTREAM SECTIONS STRUCTURES 18TH STREET CULVERT FOOTINGS STRUCTURES 19TH ST. CULVERT TRANSITION STRUCTURES PERIMETER WALL DETAILS AERATORS AERATOR DETAILS Mill Cry, s'`�'�� 13 akers ie j should be. PRI'\T DA' -E: 10-3-08 in Ir L 6 z M to Z L W cc L 9 cc Q L cc 4 ul z :1 Ul cc v J s I tt I I W I I I I I vJ00 I I I 3 I II I II I i t A", . j PEDESTRIAN PLAZA NOT A I I PART OF THIS CONTRACT -- -- -- ---�— ,., I------------------------------{---------------------------------� I I I ! I ' DEMOLISH EXISTING'BOX CULVERT W tr 0 +i CONSTRUCT 24'X10 (98' PRECAST ARCH CULVERT i ' I i I I U) i 'Cf) ?; O I I ; IR I I ; U+-� 3 C7I i r— . I i--t -------------------- ' CONSTRUCT I I I I I I I I STORM DRAIN iz Fri 01 ( 0 X ° n I IIS II II OX _;r.im'0WALL i EDGE O L F POND WA L CITY JI I I I ; I REET R/VU I I I ° I I CENTRAL PARK \ — 1 MILL CREEK PH. 1— � 0 I , O 'j , �^� I i I 11 I 3 �/ O o t I I I I I V Yl� /i I CDI C Q o o IDI I OH -- — —�—OH a— 1 J I I I I I 1 I —OH— -- —OH O CONSTRUCT WARPED WING WALL TRANSITION (I �� --a I i. I � � I REGRADE CANAL AND CANAL R/W W x AREA r- cn ' SIDEWALK, LIGHTING, LANDSCAPING L E G E N D AND PARK ACCESSORIES ARE NOT A ITEMS OF CONSTRUCTIONTOPOGRAPHY PART OF THIS CONTRACT PERIMETER WALL PROPOSED FINISHED GRADE @ FOUND MONUMENT AS DESCRIBED C] EXISTING STREET LIGHT s,, !�� a a -�ABBREVIATIONS: 0- EXISTING POWER POLE �D EXISTING STREET LIGHT PULL BOX =ff` WATERWAY PERIMETER BC = BEGIN CURVE , ( BW = BACK OF WALK EXISTING DOWN GUY CB =CATCH ABSIN 0 EXISTING ELECTRICAL METER ©® EXISTING CABLE T.V. VAULT DECORATIVE RIVER ROCK C/L = CENTERLINE DWS = DESIGN WATER SURFACE R Gi TYPICAL ELEV, GROUPING, ELEV, EL =ELEVATION �_ EXISTING TRAFFIC SIGN EXISTING TREE, DECIDUOUS, EC = END CURVE EVERGREEN, PALM, SHRUB TOP OF CHANNEL EP = EDGE OF PAVEMENT EXISTING STREET NAME SIGN SLOPE RATE AT EXIST = EXISITNG ya9�� SURVEY ELEVATION — — — HORIZONTAL TO VERTICAL-�f, LOW WATER CHANNEL AND FC = FINSIHED CONCRETE IR N SIDESLOPES FG = FINISHED GRADE ® EXISTING IRRIGATION VALVE OR RISER S EXISTING SEWER LINE FL = FLOWLINE TOE OF CHANNEL CONSTRUCT GB = GRADE BREAK O EXISTING IRRIGATION STANDPIPE -' D EXISTING STORM DRAIN LINE ' S STANSEWER PER CITY DARDS 6 INV = INVERT W EXISTING WATER LINE M =MATCH DQ EXISTING WATER VALVE ® CONSTRUCT SEWER MANHOLE MH = MANHOLE T EXISTING TELEPHONE LINE TYPE "A" PER C.O.B. STD. S-7. RG = ROUGH GRADE /"\ EXISTING FIRE HYDRANT SD = STORM DRAIN EXISTING GAS LINE © CONSTRUCT SEWER CLEANOUT SG = SUB GRADE EXISTING WATER METER PER C.O.B. STD. S-20. STA = STATION EXISTING HOSE BIB U EXISTING UTILITY TRENCH -- D CONSTRUCT STORM DRAIN TC = TOP OF CURB _ _ ��� _ �L — — i1l — — EXISTING EDGE OF PAVEMENT PER CITY STANDARDS TOS = TOP OF SLOPE EXISTING WHARF HYDRANT ® TW = TOP OF WALL x X EXISTING CHAIN LINK FENCE CONSTRUCT STORM DRAIN W = SIDEWALK EXISTING BLOW -OFF ASSEMBLY MANHOLE TYPE "A" PER C.O.B. STD. S-7. S EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE mffm CONSTRUCT CATCH BASINC - - � � 35-0 -- - "- - TYPE "A" PER C.O.B. STD. S-12. INFORMATIONAL ITEMS (NOTA O EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR �--- STATION IN 100 FEET PART OF THIS CONSTRACT) OD EXISTING STORM DRAIN MANHOLE r-- LIP 28_� _ CENTERLINE OF EXISTING CURB AND GUTTER CONSTRUCTION CANAL RAILING ® EXISTING GAS VALVE FLOWLINE SECTION DESIGNATION: PROPOSED FENCE P/L EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE 0 oM EXISTING TELEPHONE PEDESTAL SECTION LETTER DECORATIVE PAVING® ABBREVIATIONS A EXISTING TELEPHONE VAULT EXISTING TRASH CANS EP EDGE OF PAVEMENT PARK BENCH �69� TC TOP OF CURB EXISTING DRAIN PIPES FL FLOWLINE SHEET WHERE SECTION IS SHOWN PROPOSED TREES EXISTING STREET LIGHTS CL CENTERLINE 0PROPOSED EXISTING WATER FOUNTAIN ELEV ELEVATION DETAIL DESIGNATION: '116 TRAFFIC SIGNAL EXISTING NO.5 PULL BOX FC FINISH CONCRETE DETAIL LETTER PROPOSED LIGHT a A STANDARD ® EXISTING TRAFFIC SIGNAL CONTROLLER ttoo LIGHTED BOLLARD EXISTING MAST ARM TRAFFIC SIGNAL 2 I° %gogld DETECTABLE WARNING SHEET WHERE DETAIL IS SHOWN STRIP TRAFFIC SIGNAL [� WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD - O TRASH RECEPTACLE PM: RDM -- ----- Drawn By: -- —_--_Meyer — RDM AutoCAD File: — °°6O2sP1 -- ------ Civil Engineering, Inc. File No: — --- - -- COB08002 - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 10-3-08 Rev. No. Date _ Revision Description Approved By '3 4 5 7 $ 9 10 11 12 13 14 Richard D. Meyer RCE 28104 z iJa y�ErY . �. r c' I I I I I O 7`iL'T tl t Ii4H QH CONSTRUCT WARPS "s. WING WALL-TRAN I ;I '4- F(/5 1 (/ t. V I i i 3 _ zz EXIST DB 0 jr\ ° II BQ — J.. am PERIME ALLZz \ X ��� ERj —'azz mFri X \ I I I { - 3 I f X i r,_ — j �X II L_�'� I I I I � •. 1.}_ I, a t T o I I f+ Z u O�-_: i DLAN - MILL CREEK PHASE 513 AW SCALE: 1" = 20' C wo n-Im fjo- ul-Lo 01 NOTES ��'G• dQ'i E' Date 1. THE CONTRACTOR SHALL CONTACT THE U.S.A. 18 19 LOCATOR SERVICE AT 1-800-642-2444 48 HOURS PRIOR O �\ 1 TO ANY EXCAVATION. CONTRACTOR SHALL POTHOLE UTILITIES TO VERIFY LOCATION AND DEPTH PRIOR TO a TRENCHING. a I I O t 2. THE CONTRACTOR MUST POSSESS A STATE OF Z W z CALIFORNIA CLASS A CONTRACTORS LICENSE TO W a PERFORM THE WORK CONTAINED WITHIN THESE PLANS _I AND SPECIFICATIONS. a i'O 3. CONTRACTOR TO MAINTAIN TRAFFIC SIGNALS DURING J Ln i CONSTRUCTION AND REPAIR ALL DAMAGED LOOPS IN W a ACCORDANCE WITH ALL APPLICABLE SPECIFICATIONS 2 U) ° AND STANDARDS. W < W = d 1 4. CONTRACTOR SHALL POTHOLE AND LOCATE ALL U) CL KNOWN UTILITY CROSSINGS AS SHOWN ON THESE PLANS AND AS REVEALED BY THE USA LOCATORS PRIOR TO EXCAVATION OPERATION. CONTRACTOR SHALL \ VERIFY VERTICAL CLEARANCE BASED ON THE FIELD CUT STAKES AND NOTIFY THE ENGINEER OF ANY CONFLICTS \ SO THAT THE VERTICAL ALIGNMENT OF THE FACILITIES ' MAY BE REVISED IF NECESSARY PRIOR TO CONSTRUCTION. Lo �'--- = J\ � � o z a O ° -- 0 I 1 CONSTRUCT a Z WARPED WING WALL TRANSITION U z W m ,_ r-------------.----- I C I I � ' I I tt I I W I I I I I vJ00 I I I 3 I II I II I i t A", . j PEDESTRIAN PLAZA NOT A I I PART OF THIS CONTRACT -- -- -- ---�— ,., I------------------------------{---------------------------------� I I I ! I ' DEMOLISH EXISTING'BOX CULVERT W tr 0 +i CONSTRUCT 24'X10 (98' PRECAST ARCH CULVERT i ' I i I I U) i 'Cf) ?; O I I ; IR I I ; U+-� 3 C7I i r— . I i--t -------------------- ' CONSTRUCT I I I I I I I I STORM DRAIN iz Fri 01 ( 0 X ° n I IIS II II OX _;r.im'0WALL i EDGE O L F POND WA L CITY JI I I I ; I REET R/VU I I I ° I I CENTRAL PARK \ — 1 MILL CREEK PH. 1— � 0 I , O 'j , �^� I i I 11 I 3 �/ O o t I I I I I V Yl� /i I CDI C Q o o IDI I OH -- — —�—OH a— 1 J I I I I I 1 I —OH— -- —OH O CONSTRUCT WARPED WING WALL TRANSITION (I �� --a I i. I � � I REGRADE CANAL AND CANAL R/W W x AREA r- cn ' SIDEWALK, LIGHTING, LANDSCAPING L E G E N D AND PARK ACCESSORIES ARE NOT A ITEMS OF CONSTRUCTIONTOPOGRAPHY PART OF THIS CONTRACT PERIMETER WALL PROPOSED FINISHED GRADE @ FOUND MONUMENT AS DESCRIBED C] EXISTING STREET LIGHT s,, !�� a a -�ABBREVIATIONS: 0- EXISTING POWER POLE �D EXISTING STREET LIGHT PULL BOX =ff` WATERWAY PERIMETER BC = BEGIN CURVE , ( BW = BACK OF WALK EXISTING DOWN GUY CB =CATCH ABSIN 0 EXISTING ELECTRICAL METER ©® EXISTING CABLE T.V. VAULT DECORATIVE RIVER ROCK C/L = CENTERLINE DWS = DESIGN WATER SURFACE R Gi TYPICAL ELEV, GROUPING, ELEV, EL =ELEVATION �_ EXISTING TRAFFIC SIGN EXISTING TREE, DECIDUOUS, EC = END CURVE EVERGREEN, PALM, SHRUB TOP OF CHANNEL EP = EDGE OF PAVEMENT EXISTING STREET NAME SIGN SLOPE RATE AT EXIST = EXISITNG ya9�� SURVEY ELEVATION — — — HORIZONTAL TO VERTICAL-�f, LOW WATER CHANNEL AND FC = FINSIHED CONCRETE IR N SIDESLOPES FG = FINISHED GRADE ® EXISTING IRRIGATION VALVE OR RISER S EXISTING SEWER LINE FL = FLOWLINE TOE OF CHANNEL CONSTRUCT GB = GRADE BREAK O EXISTING IRRIGATION STANDPIPE -' D EXISTING STORM DRAIN LINE ' S STANSEWER PER CITY DARDS 6 INV = INVERT W EXISTING WATER LINE M =MATCH DQ EXISTING WATER VALVE ® CONSTRUCT SEWER MANHOLE MH = MANHOLE T EXISTING TELEPHONE LINE TYPE "A" PER C.O.B. STD. S-7. RG = ROUGH GRADE /"\ EXISTING FIRE HYDRANT SD = STORM DRAIN EXISTING GAS LINE © CONSTRUCT SEWER CLEANOUT SG = SUB GRADE EXISTING WATER METER PER C.O.B. STD. S-20. STA = STATION EXISTING HOSE BIB U EXISTING UTILITY TRENCH -- D CONSTRUCT STORM DRAIN TC = TOP OF CURB _ _ ��� _ �L — — i1l — — EXISTING EDGE OF PAVEMENT PER CITY STANDARDS TOS = TOP OF SLOPE EXISTING WHARF HYDRANT ® TW = TOP OF WALL x X EXISTING CHAIN LINK FENCE CONSTRUCT STORM DRAIN W = SIDEWALK EXISTING BLOW -OFF ASSEMBLY MANHOLE TYPE "A" PER C.O.B. STD. S-7. S EXISTING SEWER MANHOLE EXISTING BARB WIRE FENCE mffm CONSTRUCT CATCH BASINC - - � � 35-0 -- - "- - TYPE "A" PER C.O.B. STD. S-12. INFORMATIONAL ITEMS (NOTA O EXISTING SEWER CLEANOUT EXISTING GROUND CONTOUR �--- STATION IN 100 FEET PART OF THIS CONSTRACT) OD EXISTING STORM DRAIN MANHOLE r-- LIP 28_� _ CENTERLINE OF EXISTING CURB AND GUTTER CONSTRUCTION CANAL RAILING ® EXISTING GAS VALVE FLOWLINE SECTION DESIGNATION: PROPOSED FENCE P/L EXISTING PIPELINE MARKER - - - - - - EXISTING PROPERTY LINE 0 oM EXISTING TELEPHONE PEDESTAL SECTION LETTER DECORATIVE PAVING® ABBREVIATIONS A EXISTING TELEPHONE VAULT EXISTING TRASH CANS EP EDGE OF PAVEMENT PARK BENCH �69� TC TOP OF CURB EXISTING DRAIN PIPES FL FLOWLINE SHEET WHERE SECTION IS SHOWN PROPOSED TREES EXISTING STREET LIGHTS CL CENTERLINE 0PROPOSED EXISTING WATER FOUNTAIN ELEV ELEVATION DETAIL DESIGNATION: '116 TRAFFIC SIGNAL EXISTING NO.5 PULL BOX FC FINISH CONCRETE DETAIL LETTER PROPOSED LIGHT a A STANDARD ® EXISTING TRAFFIC SIGNAL CONTROLLER ttoo LIGHTED BOLLARD EXISTING MAST ARM TRAFFIC SIGNAL 2 I° %gogld DETECTABLE WARNING SHEET WHERE DETAIL IS SHOWN STRIP TRAFFIC SIGNAL [� WATER FOUNTAIN STREET LIGH PEDESTRIAN HEAD - O TRASH RECEPTACLE PM: RDM -- ----- Drawn By: -- —_--_Meyer — RDM AutoCAD File: — °°6O2sP1 -- ------ Civil Engineering, Inc. File No: — --- - -- COB08002 - 110 S. Montclair St., Ste. 104, Bakersfield, CA 93309 Date: Phone 661-836-9834 FAX 661-836-9761 10-3-08 Rev. No. Date _ Revision Description Approved By '3 4 5 7 $ 9 10 11 12 13 14 Richard D. Meyer RCE 28104 z iJa y�ErY . �. r c' I I I I I O 7`iL'T tl t Ii4H QH CONSTRUCT WARPS "s. WING WALL-TRAN I ;I '4- F(/5 1 (/ t. V I i i 3 _ zz EXIST DB 0 jr\ ° II BQ — J.. am PERIME ALLZz \ X ��� ERj —'azz mFri X \ I I I { - 3 I f X i r,_ — j �X II L_�'� I I I I � •. 1.}_ I, a t T o I I f+ Z u O�-_: i DLAN - MILL CREEK PHASE 513 AW SCALE: 1" = 20' C wo n-Im fjo- ul-Lo 01 J3 ��'G• dQ'i Life Date 18 19 Mill akers ie r as it should be. EXISTING PEDESTRIAN PLAZA 0 10 20 40 CITY OF BAKERSFIELD MILL CREEK LINEAR PARK PHASE 513 SITE PLAN _ 5 29 30 80 SHEET NO. �Po � OF 1 • �"K\ R r; t7<a J n + �4:}_ r p o ;l O h n u - •� F F- n �.r r k• \ s k 0 O .o 3 S O l+ r c`" —T (1-5:4) - O \; 7 O ~J x \ r O 3 \r" \ 5 11 z F 0 4 N 0� 6 4.997 � F .6 ,y -o G 9 3 F �✓ •5 \ 3 \ J .��-x _ 4oa8�,,=. `;DEMOUTiONt1MITS:r , ` A �.24 ,- N", Q� eF 8� O co OHO , y aorto c ,4C ^ Z Q� \ \\ MONUMENT y 4 \ �3k0 ,�4 \ `\STA:. 38+00.00N, 13+46.62E ., STREET RW ^�.Y'; Y\�ITCONSTRUCT STORM SEE SHEET: SD -1 ` vv 3� vvv CONSTRUCT AERATOR 'AFOUNDATION AND CABLING 3 403 0 �•� \ \ 36+97.78N, 13+72.08E �,�,� ;�/; �' 03 a \ WATERLINE TO BE RELOCATED — ;\ \ v BY CAL WATER 3 \\ �• � cC\� S ._ ��f - ��; ,"',.��5, � D� �"v %�_� � ; 392 \i1'. i �V ' y � \ _ \\ CONSTRUCT PERIMETER O 402 r�,,� \\ k o 2s ...- GAS,INE TO CLEAR' \ WALLS SEE DETAIL A c9 x o , ' EXCAVATION, CONIRACT01-�' ,� , ` \- • a - v T v u s I v LOCATE AIS VERIFY - . &DISPOSE � � \ , r •', L k {{ 0 ;< 1 \ I h _ 1 S< - .- `..moi "\ M - t tr - BL 5X8 � � ' , � x ' rc4 r i' -is 0 -�' � � ! Q -- J - rIN \ � - r I LVERT & - A/ V � r r I .s 0- w 0 \ b LLS Y F O 0 k \,l 0 \ a 3 w 4 `•8 • 3 \ <. •5 - , t`•k _ .G- . 4 0 �•% B r 40 ro 'CN° G . „-- 1 F . - - j 0 _r \ l9 ^r O yfw — _ I - 4 404 P r G .S Gr"y 11 , - v CORNER OF,, WINGWAIL _ p t _ i • or E -------- 'A 37+42.86N , 14+06.95E , �+ �-• s SIG- N T 3 , 9 cE R_ S O RF o 3_ Cf , H A o - \ A C _ s •2 N E 4 •- - F. L 0 - _ �-- E - 3 r A - 4 _ D ` o - F R c: \ a _ o v 4pl---------A�-- '.i O - - .9 �-'S � � � 403 97�- rw /_ANA E© -�� o - - X h 9 I O _ 40 To AN ._ �\ '` \ - •30 n .-- $ 4S N 0 c a i _ - :i T 9 n 4 0 Q G S . t- \ - _ S o• m S C p'y L _ \ F \CONSTRUCTED n ESTRIAN �'CA A '�= \ P D p z � _ Tw E i . as n 401.30T4y y_ \ d > G �k nn WITH PHASE 1 \ !� 0 4 4 0 < o • 4 r. \ _4- Y. F 3 d < e G % 8 \ \ - - 40 5 \ F fJ 2 v , .4 � r r - c 0 _ S G A l 8 �- A B - •5 ' S O S Q _,- / 4 :77777U7 'At S-777 e4. flc \ C� y\ - •_. 6' 4 S �. . N ,T r.. X/r - 1 .• 4 r ! F \ / CANAL RW — � �z. J W t ly,Jr LOco LLJ 3 v v � \ \ G'.� N �f \C NO STRUCT ROCK CANAL �` L '° cD J + G GRADE CANAL AND CANAL R/W TO c o o z x__ J' SHELVES SEE\DETAIL D �. LINES AND, ELEVATIONS SHOWN J' —� N— x-* + k ,v o c� 2 ` T-7 x -__---- x o d• a � \ x x F` � I� z z p 2 \ x �- 0 9 \ i h 0\\hk \\ \\ N �i ��kp \\ `� Qy Z M o Q J� p N \ ¢n w� w_^ \ 4F_ 0552FG'`,Ir 04 CK FQN -' Es„3� ; \ p�\ a�� \ \\ \\W th 3 Z. M 3 Q ^ w 1 7 VI V,v zEn CONSTRUCT 24 X8X98 \ \ ; � \ 3.92 C�,y e PRECAST CULVERT \'`. °; \\ - a`i.�- Q � ///• \ \ lv mLLJ c•� cn � � �,\}1: /\¢o� \\ M ; \ - IN I� PLAN A , . / 'r '`, SEE DETAIL' . A'`, \ \ y �� N ►- \ \ \ �'� I Scale: 1"=20' < LOm 406 w W _ _ rQ'•, TOP OF HEADWALL ®C� �__ ___ ___ EAST_WALL VER_T-._DROP —STA. +57.TOP OF D70ALEL®. 405.2fi 406 W�-• _ _ - W ,M STA. 34+99.22, ELEV. 404.46 STA. 37+38.73, ELEV. 405.08 a� � I EAST WALL VERT. DROP !. I ` APPROXIMATE TOP OF HEADWALL ® I M STA. 35+'08.62, ELEV. 404.84 o APPROXIMATE EAST EXISTING TOB WEST WALL VERT. DROP - _ W' i ELEV. 404.92 E EAST EXISTING TOB _ a 6 STA. 37+49.50, ELEV. 403.97 ___--- !; ELEV. 404! 58 W ,, F- CL STA. 34+07.56, 'LEV. 403.35 I N _ - _-- _-- I I , W' Qo APPROXIMATE WEST i M r __--------------- -- ------co ------------------------ 404i __— ------ co L f5 0 404 _ _ _ c� w --__—_._=_�_ __._. _--- _ - - — - o EXISTING TOB o _ - _ WEST -WALL VERT. ;DROP i ---------------- J �' + f w J� _ _ _ _ _ I ELEV, 403:49 ` - _ _ _ _ _ _ STA_ 35+18.42, ELEV. 403.34 o APPROXIMATE WEST EXISTING TOB W _ w� �' CO ------ APP MA NG - - J ----- r ----------------------------- ---- _ w -I ' I J N _--'------------------------iI U1 r I I 402 402 NEW CANAL TOP OF WALL i NEW CANAL TOP OF WALL w i i ( i I E ELEV. 401.30 ELEV. 401.00 jr --------------- ----------- --------------- --- ------ i ELEV. 400.30 00 400 WATER SU-RFACE ELEV. .4_00.00 4�_________----------------- - 'N------- ' NEW CANAL SUBGRADE AT WALL I ! x � X00 i NEW CANAL SUBGRADE AT WALL 398 398 __-- o� i _ __- _ -__ ELEV. 397.50 i X i I ELEV; 397;80 J _ v � u j I NEW CANAL TOP OF SLOPE �' '� r ELEV. 397.30 3 �`' x NEW CANAL TOP OF SLOPE ELEV. 397.00 I i j ; w o^ m w I rl N M D c0 N to N C , � 396 396 Co`i �'M m �,,,I K) '�' M w 2- 396 M jy�j —— ---- _ Q I J. -- --- --__ — -- -- — M- wI > > - - > i -I----- L` > x a °x° uji-•--------------------------------- --- r � W F- 1::4 ILI CD C\! J . EXISTING CANAL INVERT z d' 3 co i -----------------------------------� i o iN \�`�; z i N C14 '`n i ----- -------- - I a - N CANAL PROFILE GRADE LINE PGL z cow 394 W o I,w ,� �___ (PGL) ----------------- -- I = ,+ N �+�- _ _ _ _ _ ; EXISTING CANAL INVERT a + --34 ,CVJ 10 ZZ `- M wco M/o ZM.�- �0iI i -------------------------- CANAL PROFILE GRADE LINE (PGL) / __-- ---- a cn o N l l ! I i m I z +- -------------LLJ - I I - - , L� c� W i r.- i I � I u- .0' , j S=0.23% ! ELEV. 392.30 S-0.227 , I� _ 39E?LEV. 392.00 S=0.22x 392 a a .I:, f, {{ _ / i,...f/•-\ -.t,,�. i --, j 9" SOIL CEMENT 390 -�- -. -- - � I 388 388 _�_ 20 0 40--- ---- � - - _ PRO 34 CULVERT WITH TRANSITIONS A A 35 36 37 38 T- Scales: Vertical: 1"=2' GP -1 WALL TRANSITION JL 1 20 5 Horizontal. 1"=20' U 4 7 10 11 12 13 14 6 18 19 20 21 22 23 24 29 �A- 401, 1 u '3 J .,f SHEET NO. OF 4 I i I � 0 cr mai jy C7 i N I m N O OQ co p Cr d 0 a�i!o 0 m iZ m S O O �C) C.-) D Q jLE m J F- 0 U W Lu _J frLL Cn a. O CE cc Cr a- CL Y0- C,6m z OW Z Q IZ ~ Y W z_ 0 U Q J � J �A- 401, 1 u '3 J .,f SHEET NO. OF 4 1. ALL GRADING SHALL CONFORM TO THE CITY OF BAKERSFIELD ORDINANCES AND STANDARDS PERTAINING THERETO, CALIFORNIA BUILDING CODE , 2007 EDITION, CHAPTER 15.12.080 APPENDIX 33 - "EXCAVATION AND GRADING."y �' ca 2. SOILS ENGINEER, DESIGN ENGINEER/BUILDING OFFICIAL WILL BE NOTIFIED 24 HOURS PRIOR TO PLACING OF ANY MATERIAL. ,d TEMPORARY GRADE LINE TO ALLOW` PROTECTIVE 0- N FOR WALL CONSTRUCTION IN TRENCH RAILING v � v wir 3. GRADING WORK WILL BE SUPERVISED AS ENGINEERED GRADING IN ACCORDANCE WITH CITY OF BAKERSFIELD ORDINANCES. cn EXISTING GROUND AND "� -- •'��� CANAL Q DECORATIVE ROCK TO BE cn ¢ CANAL RW OR STREET RW z CANAL SECTION PLACED UNDER D14EC11ON o > 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING OF THE SUBGRADE TO -0.10 AND +0.00 FOOT. IF THE SUBGRADE SHOULD BE FOUND TO � � �" o VARIES PLACE BOULDER GROUPS PER OF CITY Q �6 BE MORE THAN 0.10 FOOT OUT OF LEVEL AFTER COMPACTING AND ACCEPTANCE OF GRADING, THE CONTRACTOR SHALL RETURN AND CORRECT THIS PLAN AND AS DIRECTED BY CITY 8 MIN. PATH -� 10 MIN. PATH �p5 GRADING AT NO COST TO THE OWNER. PEDESTRIAN , � _ 2%* �-�'• AFR A PATH VARIES/rcF 7.50 15 7.50 VARIES -- _ _ 1 5. THE GRADING CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILITIES PRIOR TO BEGINNING CONSTRUCTION AND VERIFY 2 F •401.3p� f- - - - THE LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES, INCLUDING TELEPHONE, ELECTRIC, WATER, SEWER, OIL AND GAS LINES. THE ENGINEER - E1- - < 2% ASSUMES NO RESPONSIBILITY FOR BURIED LINES NOT INDICATED ON MAP. , co U 4" THICK I - - J F O T 6. THE WORK EMBRACED HEREIN SHALL BE IN ACCORDANCE WITH THE STANDARD PLANS AND SPECIFICATIONS OF THE STATE OF CALIFORNIA CONCRETE WALKS l o OUGH GRADING G " � � �`' o i � NE PER THIS DEPARTMENT OF TRANSPORTATION DATED MAY 2006; INSOFAR AS THE SAME MAY APPLY IN ACCORDANCE WITH THE NOTES HEREON. IN CASE OF o S ��' `�2 1.5 ''�'�� F ONTRACT 9� B 1.5 0, + ,� CONFLICT WITH THE STANDARD SPECIFICATIONS AND ANY NOTES HEREON, THE NOTES HEREON SHALL TAKE PRECEDENCE OVER AND BE USED IN LIEU U o CO CD Y\ OF SUCH CONFLICTING PORTIONS. 00 GROUT ROCK---" .00o 7. USE ALL MEANS POSSIBLE TO PROTECT CURBS, STRUCTURES, LANDSCAPING AND OTHER OBJECTS WHICH ARE TO REMAIN. U CO 12' WIDE X 4' HIGH CAST IN �- -� � PLACE PERIMETER WALL EXCAVATE TO WALL FACE AFTER 8. THE CONTRACTOR SHALL WATER AS REQUIRED DURING THE GRADING OPERATION TO PREVENT THE OCCURRENCE OF A DUST NUISANCE. A DUST N U - WALL IS COMPLETED SOIL CEMENT LI ITSW. CONTROL PLAN SHALL BE FILLED WITH THE SAN JOAQUIN AIR POLLUTION CONTROL DISTRICT. co REMOVE ALL EXISTING SOIL CEMENT LINER, SEE RUBBLE AND INSURE SPECIFICATION THIS SHEET 9. MATCHING CUT SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. C_ m MINIMUM SOIL CEMENT W o THICKNESS OF 9" I 10. MATCHING FILL SLOPES SHALL BE SLOPED AT 2:1 MAXIMUM. - U) 11. THE SOILS ENGINEER SHALL INSPECT AND APPROVE ALL EXCAVATIONS PRIOR TO BACK FILLING. U ,.; co TYPICAL SECTION A 12. THE SOILS ENGINEER SHALL BE NOTIFIED OF ANY ITEM ENCOUNTERED DURING THE GRADING OPERATIONS THAT MIGHT AFFECT FOUNDATION � .E) Co Scale: 1 =8 GP -2 STABILITY SO THEY MIGHT BE TREATED UNDER HIS DIRECTION. o U-, 13. ALL GRADING SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT � a) PREPARED BY SOILS ENGINEERING, INC. DATED SEPTEMBER 17, 2008, FILE NO. 08-12642. ALL RECOMMENDATIONS AND SPECIFICATIONS ARE PROVIDED o 0 WITHIN THIS REPORT AND SHALL BE FOLLOWED CONCISELY UNLESS OTHERWISE NOTED ON THESE PLANS. a TOP OF EXISTING OR NEW HEADWALL 14. DURING GRADING OPERATIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE APPLICATION OF WATER TO DEVELOPMENT SITES TWICE DAILY m POUR IN PLACE TO MITIGATE THE IMPACT OF DUST AND PM 10 EMISSIONS. SPRAYING SHOULD BE SUFFICIENT TO ENSURE THAT SOILS REMAIN DAMP, WITH THE ( $ CONCRETE FLOOR FREQUENCY OF SPRAYING DEPENDENT ON THE WEATHER CONDITIONS. SHOTCRETE CONSTRUCTED WALLS 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 AND TRIBAL - - - - - - - - - - - CULTURAL RESOURCES CONSULTANT ARE PRESENT TO REVIEW THE FINDS AND PROVIDE WRITTEN RECOMMENDATIONS TO MITIGATE IMPACTS. PRIOR o -•" TO RESUMPTION OF SITE DISTURBANCE, THE PROPERTY OWNER OR AUTHORIZED AGENT SHALL SPECIFY, IN WRITING, THE STEPS THAT WILL BETAKEN Q 01 TO MITIGATE IMPACTS AND THE TIMING OF THOSE ACTIVITIES TO ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, AND THE PLANNING DIRECTOR. ' S FlNISHED SUBGRADE PRIOR o f WORK SHALL NOT BE RESUMED IN THE AREA OF THE FIND UNTIL CLEARANCE IS GIVEN BY THE ARCHAEOLOGIST, TRIBAL RESOURCES CONSULTANT, OR TO SHOTCRETE PLACEMENT 0 I PLANNING DIRECTOR. ,` ,� 16. SHOULD ANY HUMAN REMAINS BE DISCOVERED DURING GRADING OR SURFACE DISTURBANCE, ALL SUCH WORK SHALL BE HALTED ON THE ENTIRE I J PROJECT SITE AND THE COUNTY CORONER SHALL BE CONTACTED TO ASSESS THE FINDS AND PROVIDE RECOMMENDATIONS, PRIOR TO RESUMPTION � r -%f OF WORK, IN ACCORDANCE WITH THE PROCEDURES OUTLINED IN SECTION 7050.5 OF THE HEALTH AND SAFETY CODE AND SECTION 5097.98 OF THE EXISTING CANAL SECTION ' 'r ' `! ' `' PUBLIC RESOURCES CODE. SHOULD THE COUNTY CORONER CONCLUDE THAT THE FIND COULD POTENTIALLY INCLUDE NATIVE AMERICAN REMAINS OR I RESOURCES, THE APPLICABLE TRIBAL CULTURAL CONSULTANT SHALL BE CONTACTED AND PERMITTED TO ASSESS THE FINDS. RECOMMENDATIONS 2' OVEREXCAVATION 8 BENCH 8 BENCH SHALL BE IN WRITING, PROVIDED TO THE PLANNING DIRECTOR, AND NO WORK SHALL BE RESUMED ON THE SUBJECT PARCEL UNTIL AUTHORIZED BY - CD TYPICAL TYPICAL THE COUNTY CORONER AND PLANNING DIRECTOR. OVEREXCAVATE EXISITNG CANAL AND z BACKFILL AT 95% COMPAC11ON TRIM 17. ALL USED OIL (AS DEFINED IN SECTION 25250.1 OF THE CALIFORNIA HEALTH AND SAFETY CODE) SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL T TO STRUCTURE SUBGRADE LINES LOCAL, STATE, AND FEDERAL REGULATIONS FOLLOWING CONSULTATION WITH THE KERN COUNTY ENVIRONMENTAL HEALTH SERVICES ( I DEPARTMENT/HAZARDOUS MATERIALS SECTION, STATE OF CALIFORNIA DEPARTMENT OF HEALTH SERVICES, AND THE ENVIRONMENTAL PROTECTION a� a B AGENCY. ALL USED OIL AND OTHER WASTES SHALL BE TRANSPORTED BY A REGISTERED WASE H. oo " THAULER. o 00 SECTION - TYPCIAL TRANSITON m C S C, WITH VERTICAL WALL �r-2 18. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ro o o o EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S a Q 0 to Scale: V=8' ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A In BUILDING PERMIT. Ln 19. IN ORDER TO COMPLY WITH NPDES REQUIREMENTS, THE CONTRACTOR SHALL FURNISH A STORM WATER POLLUTION PREVENTION PLAN, a W HEREAFTER REFERRED OSLCONTRACTOR INTENT 0 TOP OF EXISTING OR NEW HEADWALL (SWRCB). THE CONTRACTOR sHA BE CONTINUOUSLY RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROL STORM WATER POLLUTION U PREVENTION THROUGHOUT THE CONTRACT PERIOD. THE SWPPP SHALL INCLUDE BEST MANAGEMENT PRACTICES, A COPY OF THE NOTICE OF INTENT, VICINITY MAPS, WATER POLLUTION CONTROL DRAWINGS, COMPUTATIONS FOR RUNOFF COEFFICIENTS, MAINTENANCE, INSPECTION AND REPAIR -W POUR IN PLACE CONCRETE FLOOR SHOTCRETE CONSTRUCTED WALLS j PROGRAM, LIST OF SUBCONTRACTORS AND INSPECTION REPORT FORMS, SPILL PREVENTION AND CONTROL, VEHICLE AND EQUIPMENT FUELING AND _JQ MAINTENANCE, EROSION AND SEDIMENT SOURCE CONTROLS AND ANY OTHER ITEMS AS NECESSARY. THE FOLLOWING BEST MANAGEMENT PRACTICES LL 0M.. J - - - - CO - - - - y ` - - - r `�f r �/ ji - - - - - - (BMP) SHALL BE INCLUDED: Y Cc I ili f'/ j/' f ! - '/l/�f f f/ff/% IN ACCORDANCE WITH CALTRANS: SC 7 STREET SWEEPING AND VACUUMING, SC -8 SAND BAG BARRIER, SC -10 STORM GRT INLET PROTECTION, WE -1 W Cc j- `'�'jfri WIND EROSION CONTROL, TC -1 STABILIZED CONSTRUCTION ENTRANCE/EXIT (WHERE APPLICABLE), NS -1 WATER CONSERVATION PRACTICE, NS -3 PAVING y Q W FlNISHED SUBGRADE PRIOR AND GRINDING OPERATING, WM-3 STOCKPILE MANAGEMENT, WM-4 SPILL PREVENTION AND CONTROL. Q D TO SHOTCRETE PLACEMENT EXISTING CANAL- SECTION ANAL SECTION i - � ;�, ���) � �r%�,-�'' / r� � LL LTJ 'IT, SOIL CEMENT POND LINING J 0- /77 ' (D METHOD 1 �- 8' BENCH 8' BENCH 1. Excavate to lines shown on the grading plan minus the subgrade thickness of 9" U LUz TYPICAL 2 OVEREXCAVATION TYPICAL 2. Neatly grade the subgrade so that depth of section can be assured. OVEREXCAVATE EXISITNG CANAL AND 3. Develop an onsite plane table for stockpiling and mixing of soil and Portland cement matrix. Q BACKFILL AT 95% COMPACTION TRIM 4. Spread Type I I Portland Cement at a rate of 11.5 pounds per cubic foot of stockpiled material JCC TO STRUCTURE SUBGRADE LINES (10% by dry weight of 115 PCF soil). _J �+ 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a SECTION - TYPCIAL TRANSITIONC homogenous mixture. 6. Place mixture in uniform lift over canal bottom and sideslopes. ALL SLOPING WALLS GP -2 7. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM Scale: 1"=8' D1557. 8. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. FINISHED SUBGRADE AFTER 9. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied ell�Q� WALL EXTENSION IS COMPLETED water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water AOS O Q may be necessary pending determination of in-situ moisture. < < `� 1 E13STING CANAL SECTION �9� 9j=`i=--` 1 - METHOD 2 - __ - 1. Excavate to lines shown on the grading plan. M - 2. Vertically rip the pond bottom and side slopes to a depth of 9 inches or 0.75 feet.�O> 3. Bidirectional disk -plow the top 9 inches until the soils are completely broken up and�r"'� �O homogeneous. o 1.5 vv TEMPORARY SUBGRADE TO 4. Spread Type II Portland Cement at a rate of 8.6 pounds per square foot of finished surface (10/o 1 ' ALLOW CONSTRUCTION LOWER by dry weight of 115 PCF soil). '3 �' PORTION OF WALL - / 5. Roto -till, pug mill or by other means thoroughly mix the cement into the soil to create a �- homogenous mixture. EXCAVATE TO WALL FACE 6. Grade, roll and compact the soil cement matrix to finished grade as called on the grading plan. AFTER WALL IS COMPLETED Roller is to be smooth faced and vibratory. Minimum compaction requirement is 92% per ASTM D1557. s 7. Trim side slopes with grader mounted slope blade or grade -all. Remove or roll down any loose material. SHEET NO. SECTION - OVER 4' WALLS 8. Water soil cement matrix in multiple light waterings to prevent runoff or erosion. Total applied (� ❑ water shall be 3.6 pounds per square foot (water to cement ratio of 0.55). Adjustment of water may Scale: 1"=8' GP -2 be necessary pending determination of in-situ moisture. OF .g�1ls 4 4 i 9 10 11 12 13 1 24 ' `4 5 18 i 9 20 21 22 23 29 3Q u mm m_ mm ROUGH GRADE ONLY CONSTUCT ALL CANAL ITEMS THIS CONTRACT ROUGH GRADE ONLY 14 i'Fi 18 19 2'0 21 22 23 24 29 � v • U O r O CO U � �� (.0 CULVERT ITRANSITION � O � Q�N O N W 6 O r U U) W 0,0) �M U op UC,- 00 cjj� Oo r r LL MILL CREEK PH. 513 T m SECTION - CANAL K Scale: 1" = 5' GP -3 ROUGH GRADE ONLY CONSTRUCT ALL CANAL ITEMS THIS CONTRACT ROUGH GRADE ONLY J Z Q U W {� z 3I PILASTER AND Q I RAILINGS BY OTHERS a a Z a VARIES VARIES Q 1 I� VARIES 3' MR 5' TYP. 7'-6" 7'-6" 7'-6" 7'-6" 5' TYP. 3' MIN. 10' MIN. PLAN ER PLANTER 1 �2-%-- I +5.16'1 2%+2 1 -� 4 ' ROCORATIVE 1.00' 1.00' R q_ GH GRADE ONLY W.S. +0.()0, _ 4" THICK PEDESTRIAN PATH CONCRETE WALKS AND LANDSCAPING Q �;f�': -2.50' <0 { BY OTHERS �z _ >---j { —� J ' 1.5 PGL 1.5 ' J � Q rt o< V)= O 1 1 Uf o= Q� , � w 9„ � �� w m GROUT ROCKST,>""-8.00' � w ti a r 9» w Y' SOIL CEMENT LINED CANAL SECTION - CANAL L MILL CREEK PH. 5BGP-3 Scale: 1 " = 5' 14 i'Fi 18 19 2'0 21 22 23 24 29 � v • U O r O CO U � �� 0 N N 0 IrT N � O • U O r O CO �� (.0 Co � O � Q�N O N W 6 O r U U) W 0,0) �M U op UC,- 00 cjj� Oo r r LL T m p_ 0 Z �U) LL N p 00 mglpo o p C p �U 0 O O M .2� O Co z Co N O VN O a Q 0 LL m L0 2 U T W O W 0 z LL O °CU Y < W Q 07 m °C o o W z z_ 0 J Q U w cr W O U J _J con 3 Q� y SHEET NO. OF 4 mm m mm m� SOIL CEMENT LINED CANAL - - - SECTION - CANAL rM-"*� MILL CREEK PH. 513 GP -4 Scale: 1" = 5' ROUGH GRADE ONLY CONSTRUCT ALL CANAL ITEMS THIS CONTRACT ROUGH GRADE ONLY J Q Z Q r-- V 0 w � Q LU ILL- 2-1 J JI la PILASTERS AND w = w= ZI (� RAILING BY OTHERS Q Y Q % �I 1� PEDESTRIAN & BIKE PATH u> VA S 1 1 VARIES VARIES VARIES 3' MIN. 7'-6"7'-6" 7'-6" 7'-6" 3' M 10' MIN. 1 LAWN AREA PLANTER PLAN1---R 1 I 1 I Z-11LANTER 1 I 2% 2% _ +2.4 ' I j s. LANDSCAPING AND ' PEDESTRIAN PATH . 0 all , 1 1 LANDSCAPING BY OTHERS 1 BY OTHERS ''� W.S. +0.00' o PEDESTRIAN PATH �� >- BY OTHERS ate ' Q o o J -2. 0'' Y -3.00' -3.00 -2.50 V) a �a 0zw a PGL J z cn = 1.5 1.5 V) -8.00' !w . C1- _ SOIL CEMENT LINED CANAL SECTION - CANAL N MILL CREEK PH. 513 GP -4 Scale: 1" = 5' T 14 29 0 CA V o N W U W N N g Ci 2 co L �T U OCo �m rncb �.CUcoZ -0Co L Co N Co .� CD W O T ID CU U) It U)CID wCf) — CO C — O U O O T T Q p � I I O .Q N 0 C I � O_ I N I I Z I C> m o Q o i.-03 �,o m� C5 co omlaZiQ o a� o Q OU J- o m L0 I nL 1� W N _j O W c z ILL O LU Cc U Q D- � M OE o z z O _ o J U w o Ir U J C -n l %I `94'; �.1 SHEET NO. OF 4 am M ■ M■ Pa 71 1 %_1 WE M■ ®1111111 R/W low- e� 9 2 � •c9 cS N1:: F 1 SCALE: V=40' an � ULJ En M 2 d >: W W FQ M C.D or 00 o C-4 N O" + V � � m SCALE W N N VERTICAL- 1"=4' =N +cn m W HORIZONTAL: 1m=4 ' M 404 M =_j_= M Z Q Z Q 402 N wwcnW r RW STORM DRAIN & SEWER PLAN J O 2 Z APPROXIMATE FINISHED GRADE OVER STORM DRAIN z Vol 400 I 398'--- Lo 98: R/W r �` 1- r- coo W J CD M M r RW STORM DRAIN & SEWER PLAN J O 2 Z APPROXIMATE FINISHED GRADE OVER STORM DRAIN z Vol 400 I 398'--- Lo 98: R/W r �` 1- 00 co Lu W J W W 3 Ul 400 o '- o 0 Z Z O ^^ ^ 00 Z 00 Za�N M W 00 =N +cn m W M i M MMM = M =_j_= M Z Q Z Q Nw m N wwcnW N r RW STORM DRAIN & SEWER PLAN J O 2 Z APPROXIMATE FINISHED GRADE OVER STORM DRAIN z Vol 400 I 398'--- Lo 98: R/W r �` 396-4- _ _-- - ----INV. 24' _STORM_DRAIN. S=0.05% S=0.05% S-0.05% S _0.06% 394 i i , I i - - - - ,--- - - - } - -t- - - �- �� i ( INSTALL 113.90 LF OF 24" STORM DRAIN INSTALL 121A7 LF OF 24" STORM DRAIN 392 34 L3536 37 INSTALL 60.74 LF OF INSTALL 65.27 LF OF INSTALL 70.16 LF OF 24" STORM DRAIN 6" SEWER 24" STORM DRAIN � 24" STORM DRAIN STA. 35+99.02, ELEV. 389.94 STORM DRAIN PROFILE 4 5 EXISTING MANHOLE REBUILD TO BLOCK OFF EXISTING EASTERN REMOVE 40 LF OF EXIST. 24" PVC STORM DRAIN REMOVE & SALVAGE EXIST. OUTLET W/FLAP VALVE 1- 00 co Lu M U M W W Zmp 3 II ++ - ----- ----- 400 I REMOVE EXIST. 24" PIPE �� II W J W 24" 398 DRAIN C14 r- 0 06 ^^ ^ 00 Z 00 Za�N M W 00 =N +cn m W <O + ~Za�o + MMM = M =_j_= M >7 z QW Q W N= N H X WOX I¢- Nw m N wwcnW N 396-4- _ _-- - ----INV. 24' _STORM_DRAIN. S=0.05% S=0.05% S-0.05% S _0.06% 394 i i , I i - - - - ,--- - - - } - -t- - - �- �� i ( INSTALL 113.90 LF OF 24" STORM DRAIN INSTALL 121A7 LF OF 24" STORM DRAIN 392 34 L3536 37 INSTALL 60.74 LF OF INSTALL 65.27 LF OF INSTALL 70.16 LF OF 24" STORM DRAIN 6" SEWER 24" STORM DRAIN � 24" STORM DRAIN STA. 35+99.02, ELEV. 389.94 STORM DRAIN PROFILE 4 5 EXISTING MANHOLE REBUILD TO BLOCK OFF EXISTING EASTERN REMOVE 40 LF OF EXIST. 24" PVC STORM DRAIN REMOVE & SALVAGE EXIST. OUTLET W/FLAP VALVE O M Lo M N I J 3z O W 00 N Z ^ M N _M Z .= N 00 00 M +W + m c" = M = M M M Q 15 Q;5�1W 404 U cn 2� N W w. 404 APPROXIMATE FINISHED GRADE, OVER STORM DRAIN '-'402 �,5 _____ 402 N 18 ' 400 _' 400 t 398 __ 398 396 396 S=-0.19% 394 _ _._ 394 392.INSTALL 15.96 LF OF 18" STORM DRAIN 6" SEWER STA. 36+12.63, ELEV. 389.85 SECTION A SD -1 STORM DRAIN NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON RIEFERED TO AS STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED APART OF THESE PLANS. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. B. JOINTS SHALL BE RUBBER GASKETED. 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SW -4 B. STORM DRAIN MANHOLES D-18 C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 26. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. co to Lo aq 00 00 q 00 06 C-4 C14 p O O 00 cn clq 0�0 p M M M M O .4' 0) M � 404 .0 co Lu ►I -- I - , -- - 402 II ++ - ----- ----- 400 I REMOVE EXIST. 24" PIPE �� II STORM Hill EXIST. 24" 398 DRAIN COT rn(o � 396 -- i co LL LJ ------- - 394 S=0.06% '> v -- ----- - 92 38 O M Lo M N I J 3z O W 00 N Z ^ M N _M Z .= N 00 00 M +W + m c" = M = M M M Q 15 Q;5�1W 404 U cn 2� N W w. 404 APPROXIMATE FINISHED GRADE, OVER STORM DRAIN '-'402 �,5 _____ 402 N 18 ' 400 _' 400 t 398 __ 398 396 396 S=-0.19% 394 _ _._ 394 392.INSTALL 15.96 LF OF 18" STORM DRAIN 6" SEWER STA. 36+12.63, ELEV. 389.85 SECTION A SD -1 STORM DRAIN NOTES 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION, HEREON RIEFERED TO AS STANDARD SPECIFICATIONS. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661)326-3049. 8. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL USA (UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 9. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 10. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 11. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF COMPACTION TESTS REQUIRED SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 13. FLOODING OR WATER JETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 14. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED APART OF THESE PLANS. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC PIPE WITHIN THE PIPE ZONE. 24. STORM DRAIN PIPE (FURNISHED BY CITY): UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. PVC PIPE SHALL BE ASTM F679 T-1 WALL THICKNESS. B. JOINTS SHALL BE RUBBER GASKETED. 25. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. 26. THE FOLLOWING CITY STANDARDS APPLY TO THIS PROJECT FOR SEWER AND STORM DRAIN CONSTRUCTION: A. SEWER MANHOLES: SW -4 B. STORM DRAIN MANHOLES D-18 C. STORM DRAIN TRENCHING AND BACKFILL: ST -22 26. CONTRACTOR SHALL BE RESPONSIBLE FOR HANDLING ALL FLOWS FROM THE EXISTING STORM DRAIN. co to Lo aq 00 00 q 00 06 C-4 C14 p O O 00 cn clq 0�0 p M M M M O .4' 0) M � o ' co Lu co w co U � Uc T o CO COT rn(o � c: . co LL � m W '> v Ucnco coco Dal•a q:o -5co _c? a,'. .x� uj(D 00 I I m i - -± ' � a Q et M N W N Z t\uj Z ZO j I C7 N ( 0 9 Lq N0 O (n W w J co F-- Z -O W H Z 00 W Z W =:) J to J �1+,) ! - 7 - .� co et to � O M r� � O M `� MAd CD C9 M t0 D M m (n 2 N N 2 m I ! J Z : F-- Q F- a+ W+ 0: + N N OUm N N OUm N to N ��/V Q Q H Z H y a_> .o [ (n N M to W to o mom -N E civ 1 CD » : S --� m g .. o "40�5 405 SO'48 39 W 17.22 � Q o 0 7-- APPROX. GRADE I Q 0 'z °' ' -'\ S66'10'44"E aoQSo SEWER PLAN 10.00 } __-_ 404 �� - m j I SCALE: 1 -40 Lo i 402 ! ___.____ 402 M M . toNj W M F- 400 - _ ____,___'40O = w Q W Z r S=-0.17% INV.; 24" STORM DRAIN z 00 < �' w co 00 00ai d J 0 CE 398 _ � 1398 00 M(n M Oo rn o= o W t- --- - M N O O 00 N M J LL S=-16.69% ow v w n ,+m M , � U) 0- >396 w z w z_ w ��il '� ``� YCc I I 1 i J Q �j 3 Q W W m Q \w j C7 Lo = N O N Nww N Y Q O Jaizo�rn %O.M. 0- 394 �. ___ _ 405 a ¢ 405, 4 405 C1� -� - --- 394 + m + INV. CANAL � M r' Q L_-4392 404 N � Lu N N N - � 404 o W z cc INSTALL 6.00 LF OF ! i- .I W 18" STORM DRAIN I= INSTALL 16.13 LF OF 402 2 APPROX. 402 - W W 18 STORM DRAIN AP" APPROX. W � 1 �• ' i ABOVE i (r SECTION B 400 DRAIIN 400 U SD -1 398 ,j i -- 398 INV. 6" SEWER 396 396 S=0.10% � I 394 24" STORM D3R9AIN �i i ENCASE SEWER IN STA. 36+12.63 CONCRETE WHERE COVER �'"` y' �► ELEV. 395.29392 L•• -••J IS ��SS THAN 30" INV. 6" (SEWER 390 E-3--� o 390 S=0.50% INSTALL 77.30 LF .�4> 388 OF 6" SEWER 388 INSTALL 17.22 LF LINSTALL 10.00 , OF 6" SEWER LF OF 6" SEWER 3 SEWER PROFILE C �� U SHEET NO. 20 0 ,0 w D 0 40 10 OF �0. 9 - 11 S 1 29 30 0 M■ N_1 M■ SIA ELEV. 392.00 ELEV. 392.05 OUTLET WARPED WINGWALL TRANSITION BY INSTALLER SEE DETAIL A ST- 98'-0" 8'-0" 8'-0» 8'-0» 8'-011 8'-0" _ _ 6, �0„ 61-0" 6'-0" 8'-0" 8'-0" i 8'-0" 8'-0�r 8'-01) I \ \J, PRECAST CONCRETE ARCH UNITS SEE DETAIL C 0 18TH STREET CULVERT - PLAN Scale: 3/16"=1'-0" w w U) 00 ------ ------ 10" WIDE HEADWALL ELEV. 392.25 FLOW o �� CANAL ' \ N � \ ELEV. 392.30 10" \ I ' FOOTING LINES BY INSTALLER, TYP. SEE DETAIL C `n-�\ INLET WARPED WINGWALL TRANSITION BY INSTALLER SEE DETAIL A ST - BRIDGE RAILING & _ -1,__�PILASTERS BY OTHERS – r– --- –__– r–�r-- --� –---r–r ----------r�–� l – – I i,F 1, --- � ----- ----- – — - � AC --- ----- %' � SEL ;403.95 " PRECAST HEADWALL UNIT 'ELGG�'. 4 3 D. '�' y�ATTACH TO ARCH UNIT �I� i 01 4 F, i i IMPRESSIONED FACE, FLAGSTONE D� WITH COLOR AND COLOR STAIN PRECAST ARCH UNITS, CROSS-SECTION AREA = 215 SF 0 o ELEV. 392.25 U.S I I I ELEV. 392.05 D.S. o ot0 J I Q0 24'-0" DETAIL C Scale: 3/16"=1'-0" U-1 ELEVATION B Scale: 3/16"=1'-0" ST -1 DECORATIVE IMPRESSION WITH CONCRETE COLOR & STAIN WALL THICKNESS PER . MANUFACTURER ° 4 °. ° - DECORATIVE a � KEYSTONE BRIDGE FOOTING ATTACHMENT f, f SEE DETAIL C a Q° . BRIDGE SECTION - DETAIL D Scale: V=1'-0" ST -I GENERAL NOTES 1. DESIGN LOADING: BRIDGE UNITS: HS20-44 HEADWALLS: EARTH PRESSURE DESIGN FILL HEIGHT: 1'-0" MIN. TO 2'-0" MAX. DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION 2. MATERIAL STRENGTHS: CONCRETE: 4000 PSI MINIMUM PER A.C.I. REINFORCING: ASTM A615 OR A996 GRADE 60. 3. JOINT SEALS: HORIZONTAL & VERTICAL PER ARCH UNIT MANUFACTURER. 4. CONNECTIONS: PER ARCH UNIT MANUFACTURER. 5. LIFTING HOLES/INSERTS: PER ARCH UNIT MANUFACTURER. 6. SOIL VALUES: ACTIVE LATERAL EQUIV. FLUID PRESSURE: 40 PCF. AT REST LATERAL EQUIV. FLUID PRESSURE: 60 PCF. BEARING PRESSURES: DEAD LOAD ONLY: 1,500 PSF DEAD PLUS LIVE LOAD: 2,000 PSF TOTAL LOAD INCLUDING WIND OR SEISMIC: 2,650 PSF LATERAL BEARING CAPACITY: 175 PSF/FT 7. DIMENSIONAL TOLERANCES: ALL LINEAR DIMENSIONS VERTICAL & HORIZONTAL: -1/8" (NO PLUS TOLERANCE) ALIGNMENT TOLERANCES: 1/8" IN 10 FEET. PLUMB IN VERTICAL MEMBERS: 1/8" IN 10 FEET. 9'n 91 99 94 J4 . , 916 )"& a N W �I ]^ t 2 j r l� UvJ T O co �r �(o opW 'C: -14 Co w 6 U C0� :Co C0 Co LLCo U C� CO CO ` ''G^^ V/ C Q T CL 1 T CD I Q � i I Q I o II ipfl a! m N LL N 0 O 1 CO 0. U a�D i b O CO 3� 281zmlai o T 5 0;2 p,15 m L0 0— w — w w O > U)a U) � U < a- w m CC W 0 W I= _ U w I -- w 00 U J a kzzeN SHEET NO. 2'v El OF 7 10" FINISHED GRADE 4 O T- �- ATTACHMENT PER PRECAST MANUFACTURER a DECORATIVE IMPRESSION WITH CONCRETE COLOR & STAIN WALL THICKNESS PER . MANUFACTURER ° 4 °. ° - DECORATIVE a � KEYSTONE BRIDGE FOOTING ATTACHMENT f, f SEE DETAIL C a Q° . BRIDGE SECTION - DETAIL D Scale: V=1'-0" ST -I GENERAL NOTES 1. DESIGN LOADING: BRIDGE UNITS: HS20-44 HEADWALLS: EARTH PRESSURE DESIGN FILL HEIGHT: 1'-0" MIN. TO 2'-0" MAX. DESIGN METHOD: LOAD FACTOR PER AASHTO SPECIFICATION 2. MATERIAL STRENGTHS: CONCRETE: 4000 PSI MINIMUM PER A.C.I. REINFORCING: ASTM A615 OR A996 GRADE 60. 3. JOINT SEALS: HORIZONTAL & VERTICAL PER ARCH UNIT MANUFACTURER. 4. CONNECTIONS: PER ARCH UNIT MANUFACTURER. 5. LIFTING HOLES/INSERTS: PER ARCH UNIT MANUFACTURER. 6. SOIL VALUES: ACTIVE LATERAL EQUIV. FLUID PRESSURE: 40 PCF. AT REST LATERAL EQUIV. FLUID PRESSURE: 60 PCF. BEARING PRESSURES: DEAD LOAD ONLY: 1,500 PSF DEAD PLUS LIVE LOAD: 2,000 PSF TOTAL LOAD INCLUDING WIND OR SEISMIC: 2,650 PSF LATERAL BEARING CAPACITY: 175 PSF/FT 7. DIMENSIONAL TOLERANCES: ALL LINEAR DIMENSIONS VERTICAL & HORIZONTAL: -1/8" (NO PLUS TOLERANCE) ALIGNMENT TOLERANCES: 1/8" IN 10 FEET. PLUMB IN VERTICAL MEMBERS: 1/8" IN 10 FEET. 9'n 91 99 94 J4 . , 916 )"& a N W �I ]^ t 2 j r l� UvJ T O co �r �(o opW 'C: -14 Co w 6 U C0� :Co C0 Co LLCo U C� CO CO ` ''G^^ V/ C Q T CL 1 T CD I Q � i I Q I o II ipfl a! m N LL N 0 O 1 CO 0. U a�D i b O CO 3� 281zmlai o T 5 0;2 p,15 m L0 0— w — w w O > U)a U) � U < a- w m CC W 0 W I= _ U w I -- w 00 U J a kzzeN SHEET NO. 2'v El OF 7 #3 HOOP @ 18" 7 I N POUR IN PLACE REGULAR CONCRETE CAP 12" I I I I 1 I 4—#5 BAR I ELEV. 401.05 / STRUCTURE I I HEADWALL PRECAST ARCH UNITS,' CROSS—SECTION AREA: in F — 215 SF WEF @ 18" ' o _>� GUNITE OR SHOTCRETE WALLS ALIGN TO INSIDE FACE OF UNIT 5 @ 18" i LT. L BAR #5 @ 18" L BAR c�n ; . NO #5 @ 18" DOWEL C) #5 @ 18"EW—EF I ELEV. 392.05 '----- -`11=! 11=f 11=! I I I 1 I 6,-0" I I L ------------------J 12" 12'-0" 12'-0" SECTION - 18TH STREET CULVERT- DOWNSTREAM FACE POUR IN REGULAR CONCRETI E #5 @ 18" L BAR Scale: 3/8"=V-0" //" CHAMFER ALL EXPOSED EDGES PRECAST ARCH UNITS, CROSS—SECTION AREA = 215 SF GUNITE OR SHOTCRETE WALLS WARP FROM VERTICAL TO CANAL SLOPE I "S2" #5 @ 18" DOWEL ._ 1/2 ✓ "S2" I I I #5 @ 18" EW—EF SECTION - MID B Scale: 3/8"=1'-0" U-3 3/" CHAMFER ALL EXPOSED EDGES a REBAR COUPLING CAST INTO PRECAST ARCH UNIT , ; 24" LONG #5 REBAR PIGTAILS WITH TAPERED71 THREAD FOR COUPLING 1 18 SPACING 9» 2"X4" KEYWAY TYP. I 0 —==J I - I N II I I r - I 1 I I L------------------ 12" CULVERT FOOTING SEE DETAIL C ST -5 9„ 9'' 2"X4" KEYWAY TYP. 0 3» M SECTION -END C Scale: 3/8"=1'-0" U-3 SOIL CEMENT FACE OF PRECAST ARCH UNIT APPLY CONCRETE JUST PRIOR TO SHOTCRETE APPLICATION I HEADWALL DETAIL - PLAN FI FV. 399.00 Scale: 3/8"=1'- 011 25'-0" @ STRUCTURE PRECAST ARCH HEADWALL ELEV. 392.05 EXPANSION JOINT_ 12" L1%J1Vlll 1 VV11V/-1L VLL.J 1 IVIN OUTLET FLOOR Scale: 3/8"=T-0" -3 6 _) 12 3/4" DEEP SILICON CAULK SEAL ASPHALT FELT EXPANSION JOINT MATERIAL DETAIL - EXPANSION JOINT Scale: 3/8`=1'-0` n 7 � v e� w 0 � T co 0 CU r o co Co L � CnT w CD 0 r Co U �Co �0) LuU Co SolT �(D 0 o� CD 1 �Q i jQ i� jo i i� �I I� ;0 �Z �Q 0 Co a� 0 o m 0 0 0 0 CO,o o 0 m :Z m N p a (5 Q 0' L o m z . LoO _F U H. rw p w W p w C c a- U3 W CE Q D o M OE f -- LL Q oC 0 z > J F= —1 :D W U t -- cc LU cn J_ 000 eft � 2 SHEET NO. OU065) OF 7 I I I 12)) #3 HOOP @ 18" ELEV.4( T_;z POUR IN PLACE REGULAR CONCRETE CAP rs!mml ELEV.401,25/ 91) 4- 5 @ 18"-------- GUNITE OR SHOTCRETE R -EF WALLS ALIGN TO INSIDE FACE OF UNIT @ 18 ALT. L BAR #5 @ 18" L BAR Cn 2 #5 @ 18 DOWEL #5 @ 18" EW -EF ELEV. 392.25 7V77, 6'-0" L ------------------I POUR IN PLACE REGULAR CONCRETE CAP #3 HOOP @ 4- #5 E �5@1� W -EF .ur, A LY #5 @ i STRUCTURE —HEADWALL PRECAST ARCH UNITS, CROSS-SECTION AREA = 215 SF 12'-0" 12'-0jp SECTION - 18TH STREET CULVERT- UPSTREAM Scale: 3/8"=1'-0" Y4" CHAMFER ALL EXPOSED EDGES 91, 2"X4" KEYWAY TYP. CD L ----- --- CULVERT FOOTING SEE DETAIL K_C"� 1S�-5 -ur- @ 18"'--� ALj'r L BAR #5 @ 18" L BAR C 'o 76_ C .0 9)) PRECAST ARCH UNITS, 16 CROSS-SECTION AREA 215 SF 1> 25,-0"fzr GUNITE OR SHOTCRETE @ STRUCTURE Co WALLS WARP VERTICAL TO FROM CANAL SLOPE EXPANSION JOINT SOIL CEMENT 8 Cb 8. '? C? SEE DETAILKF'� ELEV. 392.25 R CD ELEV. 392.30 a_ 0 .2 0 C) 1d: 0 7t5 o 1, �-2 ED U) PPS2)) S 0.20% Lo 2"X4" KEYWAY TYP. 0 #5 @ 18" DOWEL 00 IE.d 0 F- Lu CD 12 61 #5 #5 @ 18" EW -EF co C) w 1/2 $1S2)) VARIES w 0 < #5 @ 18" EW -EF SECTION -MID B LONGITUDINAL SECTION CUTOFF WALL w----------,- U) a - 04.46 Scale: 3/8"=1'-0" V WALL STEP OUTLET FLOOR 11 4, a LLJ CE 0- ELEV, 404.46 " ERALL LL -EXPOSED Scale: 3/8"-11-011 y< EDGES M ELEV. 403.49 Fl FV 00 rr OC 403.34 �-�N LL < ui 0 W > C)I ::D - ELEV. 401.30 0_4 C) I_ . . . . . . ............... ELEV.4011:.2�5 W Lu w w Ir cr_ oF- U) PRECAST ARCH UNITS, d _j CROSS-SECTION AREA Co 215 SF ELEV. 397.30 7 7 1S 1 S2" 2"X4" KEYWAY, TYP. . T #5 @ 18" DOWEL ELEV. 392.30 2 C) h�T1 CD " #5 @ 18 EW-EFj , ----4" CUTOFF WALL SEE SECTION rD_"� --------------------------------- ----------------------- i ----------- 7P-6tv 7,-6„ SHEET NO. SECTION - END rC Scale: 3/8"=V-0" �ST-4) OF 7 )n �n I c r CAST IN PLACESTRUCTURE TOP BEAM ELEV. 404.58 #3 HOOP @ 18" I ELEV. 404.92 -------------------- ------------------------ 4 - #5 BARS - TOP BEAM I END OF GUNNITE OR SHOTCRETE I I I _ #5 @ 18" /--EXISTING DBL 5'x8' ' EW—EF ` . / ' ROY rill VERT I I I I i I Co I — I I I I I I I I I r I I I I I I I L ----------------------------------------- si- 11=CIC=1 i 1=1 I 1 /2 "S2" S21) ----------------- -------------------- ----------------------------- _ --------------- 3„ g„ 8,-0» 8, 0„ I SECTION - 19TH STREET CULVERT- DOWNSTREAM FACE / �A r%A C`T IAI All A f% I i" Scale: 3/8" =1'-0" 12 3/4" CHAMFER ALL EXPOSED EDGES -------------- CD ------------- _ I C I I = I c 1I: i 114 I I� I 1 i I I I I 2"X4" KEYWAY, TYP. I I I C ------------------------- -) BREAK DOWN EXISTING WALL Scale: 3/8"=1'-0" ST -6 TO 8" BELOW FINISHED GRADE SAWCUT TOP OF EXISTING HEADWALL c STRUCTURE ELEV. 403.60 MAX. r ELEV. 404.58 WALL STEP I 4 - #5 BARS CAST IN PLACE TOP BEAM TOP BEAM I I ao 4 -- #5 BARS TOP BEAM I ' N ELEV.401.30 I I I #3 HOOP @ 18" END OF GUNNITE OR SHOTCRETE g" I I 5 @ 18" W—EF BREAK DOWN EXISTING WALL TO 8" BELOW FINISHED GRADE SAWCUT WALL STEP ELEV. 405.19 I ELEV. 404.20 h I C" 1 �0- � I � -3/4" CHAMFER ALL EXPOSED EDGES ELEV.401.30 i C I 2"X4" KEYWAY, TYP. I ELEV. 394.26 #5 @;18" L" BAR I= "S2" I ELEV. 392.30 u. -----------------------------------#5_ @ 18"_ ALT -% BAR ,--------------------------\t1 ^i ti=1i1=-------- -- - -------i f =.tit=.t1 F=.1------------- -----------------,-------------------- - ------- 1/2 ---- I \\ 1 /2 "S2" 0 7'-6„ 3» i #5 @ 18" EW—EF I - - - - - - - - - - - - - -T-------------------------------- SECTION -END C Scale: 3/8"=T-0" 1 ST -6 0 14- 0 J' _J C Li U- _0 U 0 CLEAN SURFACI POWEREI APPLY ( PRIOR T SHOTCRI 14'-11" CONSTRUCT IN PLACE - WING WALL TRANSITIONS & FLOOR TO EXISTING BOX CULVERT F-1 I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I ' R42'-3" I I I I I I I I I I I � I r -- I I u — lot ✓J 0 Co W ri T U o c° M 1p CP 'o 0 co w6 0 T U -co BQlij6)coo,co U 120 1 C O 2 r �u 0 04 T co a a i- ! EXI ST BOX CtJL VER T —r' I L_J PLAN - 19TH STREET CULVERT TRANSITION Scale: 3/16"=1'-0" ST -6 EAST ELEV.404.92 WEST ELEV.404.58 ELEV.405.26 (EXIST.) - TOP OF POND EAST ELEV. 405.08 r i PERIMETER WALL WEST ELEV. 403.92 -- ;.; -- WALL STEP ----,I I ELEV 401.30 i------------- ------ ELEV.397.30 SOP OF WARP ; -----------------a- ------ I C I � I O 10" 1 ELEV- 394.2-6 ------- =V. 392.30----------------- EXISTING DOUBLE `t r 5X8 BOX CULVERT 12» SECTION AT CENTERLINE Scale: 3/16"=V-0" SAWCUT EXISTING HEADWALL AND - c�, HAMMER DOWN TOP OF WALL TO 8" BELOW FINISHED GRADE. GRIND RILL IN AND EPDXY x TYP.MEACHOENDUT WALL EDGES. 4 LONG #�5 BARS AT `-�' 8"DMENT MIN ' ` J EXIST. HEADWALL II j --------------------- ��-l-------- 1°---------------------1--1- -------------------- Lp ------------------------------- WARPED ------------------------------ WARPED WING WALL Z HEADWALL DETAIL - PLAN Scale: 3/8" =1'-0" 9n 91 99 9`.4 94 SHEET NO. OUOOO G. resOF t � 4 �I ` Cr Q�m0 �Q LL m <oN Co N m ui o o o 'L� O 0 p Lo m z = 0 a. F- F- Cn z w LL C rl Cc Y CE cc w y Q m cc w C� 0 w _z J W U w CE rr Cf) U = J (3) r r--�V . a O� C 1� N SHEET NO. OUOOO G. resOF 11 A EXCAVATE EARTH AWAY FROM WALL AFTER s WALL CONSTRUCTION ROUGH GRADE BEFORE ---� WALL CONSTRUCTION X- r, -1 TOOLED CORNERS FORM TOP 7 1/2" OF WALL, EACH SIDE ELEV. 401.30 ------------ REMOVE ------ --REMOVE CONC. SLAG BELOW FORM LINE STONES & GROUT TO BE PLACED BY CITY BLOCKOUT FOR -- SILICON CAULKING IMMERSION RATED _ a ti 5/8" EXP. JOINT MATERIAL M■ 12" 10'-0" MIN. 2 l a e e• d -4- N \\\/IxX 1- I 1/2" ASPHALTIC—FELT EXPANSION JOINT MATERIAL a_ �6"X6"X10 GA. WELDED WIRE* FABRIC CENTERED IN WALL POUR WALL IN TRENCH `.r CLASS A CONCRETE TRENCH BY CONCRETE CONTRACTOR 12" POND PERIMETER WALL DETAIL - SECTION Scale: 3/4"=V-0" * FIBER MESH REINFORCED .. d �N CREATE IRREGULAR MEANDERING EDGE TOP OF LOW WATER CHANNEL SLOPE POUR 4" CONCRETE WALK SURFACE TEXTURES TO BE PER ARCHITECTURAL SITE PLAN FINE GRADE AND COMPACT TOP 6" TO 95% RELATIVE COMPACTION — ASTM D1557 NEATLY FILL BLOCKOUT WITH CONCRETE MAY BE USED SILICON CAULKING IN LIEU OF WWF ,C DISCONTINUE 6X6 X10 GA. WWF \ (OR USE FIBER MESH CONCRETE) \ PERIMETER WALL, \ POND SIDE y 518" ASPHALTIC—FELT EXPANSION _- J INT MATERIAL FULL HEIGHT OF WALL PLACE AT 60' CENTERS ALONG LENGTH OF WALL 1/2"X24" SMOOTH RODS — 3 REQ'D EVEN SPACED, BUT CLEAR OF TOP 6" OF WALL, GREASE RODS PRIOR TO CONCRETE POUR S WALL EXPANSION JOINT PLAN - DETAIL rB Scale: 3/4" = V-0" ST-� z TOOLED CONERS, TYP. 12"e�PANSION�'. - ELEVATION OF TOP OF WALL PER GRADING PLAN 2" ASLTIC—FELT JOINT MATERIAL FORM WALL EXTENSION 2%"_a ELEV. 401.30 6"X6"X10 GA. WELDED WIRE FABRIC, CENTERED IN UPPER PORTION OF WALL (USE #5 REMOVE CONC. SLAG I Y DOWELS AT 18 IF FIBER BELOW FORM LINE v MESH CONCRETE C) V POUR LOWER PORTION OF I , WALL AGAINST VERTICAL TRENCHED EARTH, TRENCH r-� BY CONCRETE CONTRACTOR CLASS "A" CONCRETE / I STONES & GROUT TO BE PLACED BY CITY 24" POND PERIMETER WALL AT ELEVATED LOCATIONS DETAIL - SECTION C Scale: 3/4"=V-0" ST -7 7 STACK BOULDERS AT - LOCATIONS SHOWN ON PLAN AND AS DIRECTED BY CITY 5' TO 7' 2'-6" TO 1'-10" DWS Q 1.25 CO 'o —� — Mi N 10" TO 14" " TO 9" COMPACTED SOIL CEMENT DETAIL - ROCKED SHELF Scale: 3/8"=1'-0" COBBLES PLACED PER SEE DE TAIL D ST -3 DETAIL - BOULDER PLACEMENT Scale: 3/8" =1'-0" PLACE SAND—CEMENT COLORED MORTAR BED AND SET BOULDERS, GROUT VOIDS ON SURFACE AND BRUSH ROCK CLEAN d « +� t cc w U w 0 •t� U �•aa�� cc UvJ T o cfl c� �(o L (o U- 0) Co - gym 2 w .� Co U ._ U) w i.= lop T c� r' Cf c O O T ^ T a- co Q 0 .2- 0 0 C 0 Ln o Z r m ai Q o• o; CO p m D U S., o; of oc 3 o mZ Co�ai o D_ Q 0 T ip 03 Lo _ CI) U =i w �O � w w LL W m J J V Q >Q> Q O_ m r Lj_ Ir 0 W w Z �— � J w U w pr W W cc a - J_ _'00 t.� z <� v SHEET NO 2uow OF ' 7 11 mm mm „- � m� n-1 mm m� m� PLACE NO ROCK' BOULDERS IN CA 3'-0" NOT A PART OF / THIS CONTRACT CONCRETE FOOTING FLOATING AERATOR ANCHORED TO I AT LAKE BOTTOMCONCRETE FOOTING & WIRE CABLE USING GUYS AS SHOWN BELOW 2 REQUIRED I o O 1/4" #316 S.S. WIRE CABLE, l CONTINUOUS LOOP 1/2" S.S. TUBING PLAN - AERATOR Scale: 3/4"=1'-0" NOT A PART OF / THIS CONTRACT I 3 HP 460V, 30 FLOATING AERATOR, OTTERBINE, BAREBO, INC. SUNBURST MODEL I S.S. CLAMPS TYP. STOP CLAMP l 1/2" S.S. TUBING *, CABLE SPLICE #5 ® 16 EW CNTR 3 CLAMPS 3'-0" SQR. CONCRETE FOOTING ELEV. 100.00 GUYS TO AERATOR 1 I 2 PLACES CLAMP MOTOR CABLE TO S.S. PULL CABLE, I ONCE ONLY WIRE CABLE, CONTINUOUS LOOP 4" SCH. 80 PVC PIPE CONDUITS x PLAN -CABLE &ELECTRICAL HOUSING Kr� Scale: 3/4"=1'-O" 4'X4'X2' DEEP PRECAST VAULT & LID, CHRISTY R27 P24 WITH R27--52HT BOX TO BE LOCATED PER PLAN. SOME LOCATIONS BEHIND WALK AND SOME LOCATIONS ADJACENT TO WALL 2 1/2" SCH. 80 PVC PIPE CONDUITS ..b- :R CABLE NOT A OF THIS CONTRACT NOT A PART OF THIS CONTRACT )NDUIT, ELECTRICAL ED FROM METER NOTE: FRONT VIEW OF CABINET SHOWN. SEE PLAN VIEW FOR ORIENTATION I ~ NEMA 3R FREESTANDING ELECTRICAL I -------- _----- ��CABINET WITH LOCKING DOOR 12"X15»X48", BOLT TO FOUNDATION WITH CC ANCHORS MOUNT CONTROL PANELS FOR EACH AERATOR, PROVIDE 30 AMP DISCONNECT I o i I I LOOP 6' EXTRA CABLE, I �- TIE WITH TY -WRAPS 1 I TIGHTEN CABLE i AND CLAMP TO II % 6X6X10 GA. W.W.F. VAULT WALL WITH I �� DRILL -IN ANCHOR CONCRETE FOOTING ELEV. 100.25 ELEV. 99.75 ii---------' i L -- - 2" PVC CONDUIT, ��----- ----1 ELECTRICAL POWER 2'-3" L000---- ------ ' FEED FROM METER QN X 3'-0» WIDE �t �<,f't'� \�i�. '•-' t'.-#s"�" its � i.)A,d ;��.?�',.: � , . • ?� " 2 1/2" SCH. 80 PVC 6 GRAVEL \ CONDUIT — _ — — — —NOT A PART OF _ LOOP EXTRA POWER THIS CONTRACT 45' ELBOW CORD, 4't NOT A PART OF THIS CONTRACT SECTION - DETAIL CABLE & ELECTRICAL HOUSING D SECTION -DETAIL AERATOR B Scale: 3/4"=1'-0" AE -1 Scale: 3/4"=1'-0" AE -1 3 4 7 8 10 11 12 13 14 15 18 19 20 21 22 23 2^4 =a 3t1 co N W U 2 �i .14 ami 2 U_ TT � U Co T o� rnrn _ r'o �.�U� �Co W 0 (5 �� !='b W U M 0 so'.2(b 0 0 T r i C O i o 0 I > i+ z 4W i N LL O O OJ Co m: Q O:-- O 0 U U Co z o r� O Copo Ui O O C1. u- U m Q U '�i� m I• A U O lj O J � Q CC W CC W Y Q Q 0 - Co fr O O W Q Z _ >-- J W U W Q W U J_ 2 4� SHEET NO. IMo I OF 1