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HomeMy WebLinkAbout6.3-473 Record DrawingREVIEWED BY. n, N' % ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY, PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/13) i > DATE .3 DATE 0 BENCHMARK USED. TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50—FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BAKERSFI ELD, 1 0 BASIS OF BEARINGS, MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN THE BEARING OF N 00057'45" E ALONG THE CENTERLINE OF BUENA VISTA CHECK AND INSPECTION FEE CALCULATIONS. ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK NOT TO BE USED FOR. BIDDING PURPOSES, 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY STORM DRAIN RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. STORM DRAIN JUNCTION BOX 4 EA STORM DRAIN MANHOLE 2 EA TYPE "A" CATCH—BASIN 3 EA 18" RCP STORM DRAIN 74 LF 24" RCP STORM DRAIN 279 LF 309' RCP STORM DRAIN 635 LF 369' RCP STORM DRAIN 183 LF CHAIN—LINK FENCE w/REDWOOD SLATS 640 LF OUTLET STRUCTURE 1 EA 14" WIDE DOUBLE GATE 1 EA 6 v A 0 MING AVENUE STORM DRAIN JUNCTION BOX W/NUMBER CB#12 CATCH BASIN W/NUMBER < 0 W 2 w EXISTING SEWER MAIN OR STORM DRAIN w w w TMH— TOP OF MANHOLE OR JUNCTION BOX ELEVATION z 0 Z (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE WHITE LANE .0 CAMP(JSPA R.C.P.— PROJECT R.G.J.— DF?l 0 SITE JB— 800-HOUSe < 0 Z. 0 ui z co w m t- 0 c6m < 0 �- 2 Z z u- < I— = C01!E o W 4< ww CS4 (o L-oz cin Uj LL z cf) o a c) < Z _j w 0 < w W cy) 06 Z (1) c) L_ i"� ziOwaw¢Ozop w < LLJ F- Co,Z a 0_ 0- 0 co z C6 if- 0- w LL W 0 z < 0 W w 0 ui < F- o w > Ll I Lu (1) F� CA C-0 0 SOUTHERN PACIFIC cn Z 0 LU F- 0- W 2 Z LL < w , 0 w c .0 w u- M Co -- < Q w C—D 9 o vl - RAILROAD U)Ljj 1<�-oozaw =�mz<ww w >- o w w m =_ w z 0 w 0 0 CL 0 1— < (6 <m-jww cif) 3: < > 0 w > z 0 z -T- u- owwx w z I-- m 5 w <03: c i) > > ;� u- z �WflXwW�WOm < z w -N- w � 0 m 0 0 Z Z Z cc Lu Lu 0 < co < w _j _-) UJ 0 a. > F- o LLJ Uj 0 0 Lu Z c/5 >- Cj)- = C/) 0 Uj Z F_ CL PANAMA LANE w Ld u- 0 Lu a o m z VICINITY MAP NO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA W lip, 11111,�, jjjlllw� DIAL TOLL FREE 1-80227-2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX OTITLE SHEET OO GENERAL NOTES & DETAILS TEMPORARY BASIN DETAIL M PARK SQUARE DRIVE—PLAN AND PROFILE,. LEGEND {X SHEET INDEX NUMBER SD#12 STORM DRAIN MANHOLE W/NUMBER Do JB# 12 STORM DRAIN JUNCTION BOX W/NUMBER CB#12 CATCH BASIN W/NUMBER Qom~ x: z �_ D 0 0- I— �- LL- z o z < z C) Z w,w �_ 0 PROPOSED SEWER MAIN OR STORM DRAIN EXISTING SEWER MAIN OR STORM DRAIN LEGEND TMH— TOP OF MANHOLE OR JUNCTION BOX ELEVATION INV.— PIPE INVERT ELEVATION (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY .0 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— RUBBER GASKET JOINT CB; -, • CATCH —BASIN JB— JUNCTION BOX FRED W. PORTER 1 3440 Exp't 0 0 a. WHITE LANE LOT 2 L.L.A. NO. 13—Q1776 C.O.C. 000213097475 O.R. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. I . . . . . . . . . . . . . . . . . CITY OF BAKERSFIELD — WA TER WELL SITE BK. 6003, PG. 2276 O.R. LOT 1 L.L.A. NO. 12-0351 C.O.C. 0212164610 O.R. < \ i 5; �CB #3l , � / cn�� � t < Iw z SD#1 co 13#4 � I I ;� JB#3 LOT 1 i I I � L.L.A. NO. 13-0176 � ( 'l C.O.C. 000213097475 O.R. CB#1 S.P.R. NO. 13-0172 CB #2 PARK ROHARF JB#1 LOT 3 L.L.A. NO. 13-0176 C.O.C. 000213097475 O.R. TEMPORARY BASIN -N- E Y SCALE: 1' =200' CJ U- U- a 0 0 co u i .z 0 0- z LLI Z LLj Uj CO LLI cl) LLJ LLI Co) ui co in uil 0 z C) cy) Qom~ x: z �_ D 0 0- I— �- LL- z o z < z C) Z w,w �_ 0 WW4 Ce) 0*) Lu M: < z co 0 w m a`-) !;E uj _w > co u- I— = 'I) '­ (o C/) *cc C) �_ 0 w °o --j��v z Ui Lu X o cc LLI W co m­ < < Z ­W Z! LL 40, F7 > CN Lu X: OW ui ch C-5 z�vu'Ej0w 3: co cl ���cnoQu - ©UJI P" 0 z z ry uj if 0 0 0 Lu %," cl) co 9�m Lu > v `— o ce 2: p �— F- z .0 z z Cl -_w§s2wza UJ <Wo _LL3:OLZ Uj 0 W W X 4- < _w LU a (f) W fli ca Z C) z z 0- LL Z z 0 3: of 0 08 (1) U. 0 65 0­300- 3: _j — C#) w ui W w >- tZ o 11) 1 w lie U) Z Z. 0 ui z co w m t- 0 c6m < 0 �- 2 Z z u- < I— = C01!E o W 4< ww CS4 (o L-oz cin Uj LL z cf) o a c) < Z _j w 0 < w W cy) 06 Z (1) c) L_ i"� ziOwaw¢Ozop w < LLJ F- Co,Z a 0_ 0- 0 co z C6 if- 0- w LL W 0 z < 0 W w 0 ui < F- o w > Ll I Lu (1) F� CA C-0 =000wo < uj z z Z LL C) a: 0 LLj F- Z W < 0 ui I.- Z W — < 0 LL 3: J-z Z a) c/5 0 C) cn Z 0 LU F- 0- W 2 Z LL < w , 0 w c .0 w u- M Co -- < Q w C—D 9 o vl - U)Ljj 1<�-oozaw =�mz<ww w >- o w w m =_ z 0 w 0 0 CL 0 1— < (6 <m-jww cif) 3: < > 0 w z 0 z -T- u- owwx w z I-- m 5 w <03: c i) > ;� u- z �WflXwW�WOm 0 w LLJ w < 0 u z > w ���11-:co, w � 0 m 0 0 Z Z Z cc Lu Lu 0 < co < w _j _-) UJ 0 a. > F- LLJ Uj 0 0 Lu Z c/5 >- Cj)- = C/) 0 Uj Z F_ CL w Ld u- 0 Lu a o m z zL.-_j 0 0 Z V) Z �LJ < F- w (6z W-i ZW<XUJ Owwwo�_WF->_ LJ X Lj Z Lj 0 'J Lij Z w w 0 a D u� UJ U-j d F- LJ X M_<Za>�oQXF- LLJ < LLJ Z Z F_ w < < 0 0 0 x LLJ 0 04 CL LLj LL Li 0 Z F- M F- Cr- Llj E) V) < V) z z J© cr. 10L LLJ Uj _j L.Lj 0 F- 0 ? �- cef ZZWO < > M Lu V) Q_ z 0 V) 0 3r. 0 Z Z 0 Z 111 w w >__ cr (,() m CL w -r z M Lu C/) w 1,- 5; F- 0 W W 0 M emu.' °F-W 3:: LL. uj 1w _-) UL w ry 0 0 0 0 M V) �j uj F- X < U- a. Lj < z L.Lj U) Ix 0 L%� �.' 0 U. Z of �_ V) 0 uj 0 < m oww-j <D:cz LL_ �%� y o < F-<000 (-) Z co wcn — D CL 0 > Z (,() Q- F- LL- 0 0 OZZLLJ< 0 CL ,' LLj L_L 0 < LIJ 3: Fr < Z >__ m U. ck, w ;Lol 0 ( Z < F7 . -D F- ui U) 0- Ob cr de— < co Z Lj Cy o c) < /%9.38 4g 0 0 W < F__ - C—If (/) V) Z W 0 0 _j (-) 5; Z 0a LLj >_ 0 0 Fn 0 Lij j z < - Lj LLj LLJ (,t) 0 V) 0 r V) LL, V) cr_ > � 0 LLJ cr_ 0 LLI F-M 0 0 F- 0 0 0 IX AT I SEVEN OAKS (NOT A PART) SOLTIERRA PLACE Ii �' p PG&E SUB—STATION � i � °�° � .� BK. 64531, PG. 2071 O.R. � �fl /^ � MIRAGE DRIVE 1 Vi (�/ a- W W Q � 2 � Q Cn o�� o� Lo 0 a' 0) 0 L0 Z 0 U) Cy) > cn DATE 10/15/2013 PA JOB No. 13-2750 4-1 SHEET E 0 -E 0 Lf) OF 3 SHEETS *77, GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, -THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS, PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1 -800- 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS 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. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE, ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE GRADING PLAN, WATER PLANS, AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 17. SEE GEOTECHNICAL INVESTIGATIONS PREPARED BY SOILS ENGINEERING INC. JOB No. 12 -14174 DATED NOVEMBER 6, 2012 AND JOB NO. 13- 14604, DATED OCTOBER 2, 2013, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. 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. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS i BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. O 'o M OTE DID— CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES �o 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. co (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 1 SUMP TOP = 355.8 1 HIGH WATER CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ❑ SW -1 SEWER LATERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS N AX SW -3 PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ❑ SW -4 MANHOLE, TYPE "A" ❑ D -9 PIPE SADDLE DETAIL 4 U-.+ � M W SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNDERDRAIN ❑ SW -6 6" CLEAN OUT D -11 DRAINAGE BASIN ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE D -12 CHAIN LINK FENCES El SW -8 INDUSTRIAL SAND TRAP D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE "A -1" ❑ SW -12 SEWER LIFT STATION VALVE BOX D -16 GUTTER DEPRESSIONS D -1 INTENSITY VS. DURATION CURVES D -17 JUNCTION BOX D -2 RATIONAL METHOD RUNOFF COEFFICIENTS 8 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION El D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION � ST -22 TRENCH BACKFILL &COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS N ST -6 STANDARD PAVEMENT PATCHES LOT 2 L.L.A. NO. 13 --0176 I C.Q.C. 000213097475 O.R. TEMPORARY TURNAROUND I (SEE STREET PLANS) to I M .� UJ W I 2 2 19 W UJ 20 <( I D _D W V) w V) 60.54' '*0� < w e �r i �� r� a ��� e i e��� �. a ��� �� a i�� mom r� e i ommmmum� Q. %..i N s� L' 3 121.21' cb C x Q N � 80.18' �o cy) ..._, In C/) co z 1 SUMP TOP = 355.8 1 HIGH WATER 352, 9 12 12. 00 o SUMP BOTTOM = 344.9 N X Q VOL 2.08 MA A.F. i 12.19 PROVIDED VOL = 2.09 A. F. 4j x �= < 1 3 L ' � 2. 1i 1 z N AX 1 � i 12.00 1 o 12.00 X 2 ' 105.20 a _ v 159.209 LOT 3 L.L.A. NO. 13 --0176 C.O.C. 00021 3097475 O.R. to ZA Y LOT 1 L.L.A. NO. 13 -0176 C.O.C. 000213097475 O.R. � U u. U- U- � Walla m00 oW a_ W2 %6 cnz w co � o cr 0 u- 0 rL CL<zo _z0z w X 0 zc criOZ ;w C -) O w_? U C_ uj z m Wso =���� �W��~ z cra- .000��c01a o�Q6� z�a�UCZ a>.J W o��oz�u, C6Lw ° Lou C U oz °fin cWW Z ; >0 ) o¢�W�w© <�az Q60z m wz� w ~®z cl) �z © Q � o � � = U �` UO � tl3�U��~�Z©� < < n. z CL _ W 8 0 2 6 U Q co, U =W�� WQpu' �-- Z Wes?, {= Z C/) to U r�zom�- n-wzz� s,u w O W u_ � two Uw 0 t!) DmZ�tUZa Z W °oamT d = m' cn mcwl) (W-) ..10 Z� :UV3Z�Q� _�, =__ui < 0 >;ZLLz (j) w O w w Wm 0 m W < J f) iT, 'Lu G w0U-3i �'Z��m < cr J --,) ui ,. > r-- WLu00Lu Z cn>-C/) �Fc 0- F- -00W<M w F_ 0 i L Li 0 r am u u W U F- w cU- L 0 t� G R K b Go v� a° r�'� J W 3 M J U d � U O VJ ry W Z a' <C � w 0 � � Q Q w CONSTRUCTION NOTES z F-11 CONSTRUCT OUTLET STUCTURE PER C.O.B. STD. DWG. D -17. FZ21CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. DWG. D -17. ❑3 CONSTRUCT 6' HIGH CHAIN -LINK FENCE WITH REDWOOD SLATS (NO CURBING) PER C.O.B. STD. DWG. D -12. F_4� CONSTRUCT 14' WIDE DOUBLE GATE WITH REDWOOD SLATS PER C.O.B. STD. DWG. D -13. RECORD DRAWING 's BY` FRED W. PORTER, RCE 33448 EXPO DATE � TEMPORARY BASIN DETAIL SCALE: 7' =30 Q v NO LO 0 cp f® V J 0 � z N 0 / U3 } LO DATE 10/15/2013 PA JOB No, 13 -2750 i SHEET E v 0 E 0 N OF 3 SHEETS 1= r cy) ..._, In C/) co z CD E 70 C-0 0 �/i 4j x �= < U) L U) z � mN W � � 06 Z � o ,.,. 0 z W 4 U-.+ � M W r o4 (0 cQ C) C) r w F_ 0 i L Li 0 r am u u W U F- w cU- L 0 t� G R K b Go v� a° r�'� J W 3 M J U d � U O VJ ry W Z a' <C � w 0 � � Q Q w CONSTRUCTION NOTES z F-11 CONSTRUCT OUTLET STUCTURE PER C.O.B. STD. DWG. D -17. FZ21CONSTRUCT STORM DRAIN JUNCTION BOX PER C.O.B. STD. DWG. D -17. ❑3 CONSTRUCT 6' HIGH CHAIN -LINK FENCE WITH REDWOOD SLATS (NO CURBING) PER C.O.B. STD. DWG. D -12. F_4� CONSTRUCT 14' WIDE DOUBLE GATE WITH REDWOOD SLATS PER C.O.B. STD. DWG. D -13. RECORD DRAWING 's BY` FRED W. PORTER, RCE 33448 EXPO DATE � TEMPORARY BASIN DETAIL SCALE: 7' =30 Q v NO LO 0 cp f® V J 0 � z N 0 / U3 } LO DATE 10/15/2013 PA JOB No, 13 -2750 i SHEET E v 0 E 0 N OF 3 SHEETS 1= CONSTRUCTION NOTES 00 INSTALL STORM DRAIN Lo ❑D INSTALL STORM DRAIN JUNCTION BOX m INSTALL STORM DRAIN MANHOLE Luo F- 0 Z INSTALL TYPE "A" CATCH-BASIN m J __3 LL_ STREET CENTERLINE M ry 00 00 RIGHT-OF-WAY z S EXISTING SEWER L0 < _w- m cl n ca wLaWZfJJJ ~�� EXISTING EDGE OF PAVEMENT oci) - SD STORM DRAIN STATION 0 PROPOSED WATER W ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL STORM DRAIN STUB STATIONING IS AT POINT OF CONNECTION WITH STORM DRAIN MAIN. NOTE: TEMPORARY TURNAROUND TO BE DEDICATED TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT F co 18- D TEMPORARY SUMP (SEE DETAIL /10� o 7) LOT 3 L.L.A. NO. 13-0176 C.O.C. 000213097475 O.R. CONSTRUCT 47.7± L.F. 36 CL-3 RCP vv/RGJ STORM DRAIN 0A&%mw% PLUG END FOR FUTURE EXTENSION TO WEST 36" INV E= 345.77 114 %J I L. I L-IVI F IIIII N /"%] N I %ju Ivi F I %J UL_ UL-ul%ain I LI TO THE CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT z4z m 5 CONSTRUCT 48.4± L.F. 36 CL-3 RCP w/RGJ STORM DRAIN 36" INV N-E-W= 36" INV E= -3 #5 • 345.40 STORM, DRAIN SECTION N.T.S. RECORD DRAWING 0I 9 8Y* FRED W, PORTER, RCE 33448 EXR -PARK SQUARE AT SEVEN OAKS (NOT A PART) CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D--11 BASIN FLOOR 344.9 DATE LOT 2 L.L.A. NO. 13-0176 C.O.C. 000213097475 O.R. co 00 d 0 - Lo Lo w UL. Li- w 0 co m po Luo F- 0 Z II m J __3 LL_ W Z F- LU LLJ LLj Cj) Uj LLI < LU CID z �- a M ry 00 00 0 z z r-1 CONSTRUCT 19± L.F. 18 CL-3 RCP w/RGJ CONSTRUCT 9± L.F. 24" STORM DRAIN @ $.It CL-3 RCP w/RGJ 2,' � •�a STORM DRAIN @ -1 6.4g% 24" INV E-W= 347.01 8" INV E= 18" INV W= 347.51 24" INV E= %3j 4 ;? 1344,1.11 5+Gi5 36" INV S= 30" INV N= s 3-191 . 9 a 346.41 �-4 STORM DRAIN SECTION 3 N.T.S. PLUG END FOR FUTURE C( EXTENSION TO WEST 11 V) 0 z Z M W w • 0 C) C�IIIIIIIi 30" INV E= w N 347.05 00 Lo • 00 T-- • T- + + Lo Lo Cq T, HORIZONTAL: 1 Is =50' VERTICAL: 1 " =4' PROPOSED CURB & GUTTER (TYP . ) 26 �o M Lu �- < 2 co w Uj 3: 0 LU uu d 0 - 7 2: - zhU tna0u-�-- CONSTRUCT 30± L.F. 18 w UL. Li- w 0 co m 0 a. - z 5: 0 Of Z C) Luo F- 0 Z qcf) #3 W Z F- LU LLJ LLj Cj) Uj LLI < LU CID z �- a z z 0 COL ca,)- C) z 0 fro S25;?w �100. 0 84 99 60 "--84" - w Z oz - - u o o CLLLJ <M: Zo Lz L L J u i Q �_o Co Z 0 C 0 WX c=0 o z z F- cf) LU LLI 5 < cl) CD cl) 2 z z - 0 z wo 0 L0 < _w- m cl n ca wLaWZfJJJ ~�� oci) - F--0W_0 z i co cfj 2 50<5az w (D 0 z ULJ W Lu w -r 5- -4 :r 2 z m CONSTRUCT 16.5± L.F. 24" CL-3 RCP w/RGJ STORM DRAIN @ 0.18% PLUG END FOR FUTURE EXTENSION TO EAST 24" INV W= 347.04 ..I Z*k: m D 3107 7 ju IINV -.)-VV= 24" INV N= 34-7.4-5 LOT 1 L.L.A. NO. 12-0351 C.O.C. 0212164610 O.R. Lu LL_ - w r- _j �18" INV E= 347.76 a 0 3�: z 30"' INV N-S= - z 0 U.-jj 9 z > c � co aW °mom =0oo°°w. - 3 41 65 q-4-- I­ < �_ cn z 0 a- 0. 0 ff Co a- o w w w LL W o z < o w z ne m 0 w < CL Z Lu > co wo 0 0 Z STORM DRAIN SECTION 0 z z w z < Lf N.T.S. w §;� wz U- z w oz co 0 w u- PLUG END FOR FUTURE----,.. EXTENSION TO WEST 24" INV E 350.00 0 04 0 lk z1h 0 :4k 0 D X x D x D x 0 Lj D Ld cr_ Of ir 0 �_ J F- m o F- 0 t__ 0 0 V) 0 ��P PO V) V) m V) m En m V) 2: -r Z Z oz z Z Z z 0 0 z 0 z o< 0 0 0 00 L) 0 L) 0 (-):m L) < OZ c*4 (.) 00 0 to 0 Lo L0 Z 14- 0) Z 000 z 0 0 D vi o 0 :D 0 D w 0 7) M --I 0--I r-I --1 0 cn 360 360. ................... cn ........................ ............. ..................................... +* +6 L0 00 . 000 a c/) 04 9 04 N V) V) .................. ......... ......... ......... ....................... . ... . . . ......... ......... .... cn .......... En- cn A PPROXIMA. TE DESIGN- GRA A 80 VE - STORM DRAIN 0. 356: ... ...... ........... .............. ......... .... ......... ------------ 77 . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . 356 ....... . ....... - - - - - - - - - - - - - - - - - - - . ... . . ... . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . ... . . ... . . ... . . . . . . . . . . . . . . . . . ... . . ... . . ... . . . . . . . . . . . . 352: ....... ... .............................. .............. ........................................ ..... .............................. . ............. :352 ........................ ............ ......... ...... ...... .... ......... ....................................... ..... .. 24 INV. S-W=. A Q d 348: ........ ........ ......... .............. ......... ........ ..... .......................... :348 19" 1 N-V )At 24!2 -INV E=* A Q ;4 od 3 4.11 INV N-S= '3 A a- A 24pl-lNV-N=. . . . . . ... . . . . . . ... . . . S iNv..E.= . . . . . . . 0" I"NV S. 30"- *.INV -N -S 30 36" *IV N-E 3-40 611 INV_�-S = .- 346.41 .4 347:56 .346.85 . Z47.4 5 . . . . . ... . . . . :344 344 . . . . . . . . . . . . . . ... . . . . . . ..... . . . . . . . .. . . . . . . .................. 34-6.75 . . . ... . . ... . . . . ... . . ... . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . ... . . ... . . . . . . ..• . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . .INSTALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • INSTALL 41 LF . . . • INSTALL -3051 LF. INSTALL 2761 LF. INSTALL 1891 L.F. -INSTALL 87± LF W_ 00-24" CL--:3 RCF 0! 309s CL 30" CL-3• RCP w/RGJ STORM DRAIN @ vi/RGJ STORM, 24? CL-3 RCP w/RGJ STORM DRAIN @ +-.2aro 340 -3*RCP W/RdJ - I . ... . . ° /p..... DRAIN 0- 94.991140:6--7,o/ .. . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .340 36" CL -3 RCP w/RGJ-STORM -DRAIN @ *0. tf Y7* @ 7! - .......... -STORM -DRAIN . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 .26+00 27+00 28+00 STORM DRAIN PROFILE X x X Z, M Lu �- < 2 co w Uj 3: 0 LU uu REINFORCED BAR 7 2: - zhU tna0u-�-- CONSTRUCT 30± L.F. 18 Q��zzV °ui w°`6°°wo cOcooZ CL-3 RCP w/RG,,l DRAIN @jo- 0 a. - z 5: 0 Of Z C) -STORM LLJ 0 1 < (_5 cri Lli , y- ai z o #3 PLUG END FOR FUTURE z z 0 COL ca,)- C) z 0 fro S25;?w �100. 0 84 99 60 "--84" - EXTENSION TO EAST L L J u i Q �_o Co Z 0 C 0 WX c=0 o z z F- cf) LU LLI 18 INV W= < cl) CD cl) 2 z z - 0 z wo 0 Lu LL_ - w r- _j �18" INV E= 347.76 a 0 3�: z 30"' INV N-S= - z 0 U.-jj 9 z > c � co aW °mom =0oo°°w. - 3 41 65 q-4-- I­ < �_ cn z 0 a- 0. 0 ff Co a- o w w w LL W o z < o w z ne m 0 w < CL Z Lu > co wo 0 0 Z STORM DRAIN SECTION 0 z z w z < Lf N.T.S. w §;� wz U- z w oz co 0 w u- PLUG END FOR FUTURE----,.. EXTENSION TO WEST 24" INV E 350.00 0 04 0 lk z1h 0 :4k 0 D X x D x D x 0 Lj D Ld cr_ Of ir 0 �_ J F- m o F- 0 t__ 0 0 V) 0 ��P PO V) V) m V) m En m V) 2: -r Z Z oz z Z Z z 0 0 z 0 z o< 0 0 0 00 L) 0 L) 0 (-):m L) < OZ c*4 (.) 00 0 to 0 Lo L0 Z 14- 0) Z 000 z 0 0 D vi o 0 :D 0 D w 0 7) M --I 0--I r-I --1 0 cn 360 360. ................... cn ........................ ............. ..................................... +* +6 L0 00 . 000 a c/) 04 9 04 N V) V) .................. ......... ......... ......... ....................... . ... . . . ......... ......... .... cn .......... En- cn A PPROXIMA. TE DESIGN- GRA A 80 VE - STORM DRAIN 0. 356: ... ...... ........... .............. ......... .... ......... ------------ 77 . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . ... . . . . . . 356 ....... . ....... - - - - - - - - - - - - - - - - - - - . ... . . ... . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . . . . . ... . . . . . . . . . . . . . . ... . . . . . . ... . . ... . . ... . . . . . . . . . . . . . . . . . ... . . ... . . ... . . . . . . . . . . . . 352: ....... ... .............................. .............. ........................................ ..... .............................. . ............. :352 ........................ ............ ......... ...... ...... .... ......... ....................................... ..... .. 24 INV. S-W=. A Q d 348: ........ ........ ......... .............. ......... ........ ..... .......................... :348 19" 1 N-V )At 24!2 -INV E=* A Q ;4 od 3 4.11 INV N-S= '3 A a- A 24pl-lNV-N=. . . . . . ... . . . . . . ... . . . S iNv..E.= . . . . . . . 0" I"NV S. 30"- *.INV -N -S 30 36" *IV N-E 3-40 611 INV_�-S = .- 346.41 .4 347:56 .346.85 . Z47.4 5 . . . . . ... . . . . :344 344 . . . . . . . . . . . . . . ... . . . . . . ..... . . . . . . . .. . . . . . . .................. 34-6.75 . . . ... . . ... . . . . ... . . ... . . ... . . ... . . . . . . ... . . ... . . . . . . ... . . ... . . ... . . . . . . ..• . . . . . . . . . . ... . . . . . . ... . . . . . . ... . . .INSTALL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • INSTALL 41 LF . . . • INSTALL -3051 LF. INSTALL 2761 LF. INSTALL 1891 L.F. -INSTALL 87± LF W_ 00-24" CL--:3 RCF 0! 309s CL 30" CL-3• RCP w/RGJ STORM DRAIN @ vi/RGJ STORM, 24? CL-3 RCP w/RGJ STORM DRAIN @ +-.2aro 340 -3*RCP W/RdJ - I . ... . . ° /p..... DRAIN 0- 94.991140:6--7,o/ .. . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .340 36" CL -3 RCP w/RGJ-STORM -DRAIN @ *0. tf Y7* @ 7! - .......... -STORM -DRAIN . ... . . ... . . ... . . ... . . ... . . ... . . ... . . .. 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 .26+00 27+00 28+00 STORM DRAIN PROFILE X x X Z, CONSTRUCT 24.9± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.40%- 8" INV E= to - 18 INV W= 348.13 Z340: -3 477. 8 24" INV N--S= 7 A -7 r7p�p q0"F7-7U-._j CONSTRUCT 40± L.F. 24 Mf-% I CL-3 RCP w RGJ STORM DRAIN @ e-.257o- 5,' _ j`si. `s 04w 5 V) L-4 I INV vv \24" INV S= • 96 rowf. -1. 1 .3 A Q g- #4 REBAR (SEE NOTE) 3" T = LENGTH OF PIPE GROOVE NOTE*- STEEL HANDLE FOR REINFORCED CONCRETE PIPE PLUG SHALL BE LOCATED Y4 I.D. ABOVE CENTER POINT OF PLUG. TWO STEEL HANDLES WILL BE REQUIRED ON PLUGS ,OF 36" PIPES OR OA ' RGER AND SHALL BE PLACED X I.D. APART AND Y4 I.D. ABOVE CENTER OF PLUG. REINFORCEMENT FOR CONCRETE PLUG PIPE SIZE REINFORCED BAR W > < 5 U_ a- o S, 18 --33 #2 � Q 0 z 0 0 as 1/2 T 3611-5419 #3 Z u- 3: C 1 �w o o Lu W ~° 1/3 T 0 84 99 60 "--84" - #4 121* BOTH WAYS U) tcrl) W w < 0 -r X W LLJ LC) L0 oci) - (D 0 0) uj 0 X Lu of W Lij :r L4 9 0 Lu L.Li cn co ad cl) < U) w M LL 11 Z Lu q z Z 0 +� 0- 2.9' v oz$ Lu 0 W _j 3: a.> F- LLJ LLJ 0 Lu Z U) >- U) -r 0 L.Li 0 z LJ r) c!) z CN co x CD w 25 0- �_ (-) Of CONSTRUCT 24.9± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.40%- 8" INV E= to - 18 INV W= 348.13 Z340: -3 477. 8 24" INV N--S= 7 A -7 r7p�p q0"F7-7U-._j CONSTRUCT 40± L.F. 24 Mf-% I CL-3 RCP w RGJ STORM DRAIN @ e-.257o- 5,' _ j`si. `s 04w 5 V) L-4 I INV vv \24" INV S= • 96 rowf. -1. 1 .3 A Q g- #4 REBAR (SEE NOTE) 3" T = LENGTH OF PIPE GROOVE NOTE*- STEEL HANDLE FOR REINFORCED CONCRETE PIPE PLUG SHALL BE LOCATED Y4 I.D. ABOVE CENTER POINT OF PLUG. TWO STEEL HANDLES WILL BE REQUIRED ON PLUGS ,OF 36" PIPES OR OA ' RGER AND SHALL BE PLACED X I.D. APART AND Y4 I.D. ABOVE CENTER OF PLUG. REINFORCEMENT FOR CONCRETE PLUG PIPE SIZE REINFORCED BAR DISTANCE C-C S, 18 --33 #2 12" BOTH WAYS 1/2 T 3611-5419 #3 12" BOTH WAYS 1/3 T 0 84 99 60 "--84" - #4 121* BOTH WAYS 1/4 �!J z T_ C) cy) (y) 00 ul ar) z - C) C L_ 0 CN }-®' cu cy) > (D 0 0) A) x 4- ad cl) < U) 0 LJL C� Z C[ +� � cv W W v oz$ Z C) c!) z CN co x CD C) CID C) (N T_ 0 w LLJ LL IJJ 0 W a- c� m z z Z z W w 2 Llj c/) w > w ui UL 0 < w w < IL CL a CL 'fj\jAEER �, Iv. 00- cn k to w 0. L&_ %y �� C �� oll 7 � 1 � • N CL a W Lo 0 C) V) I ry V) 0 Lo z r__ 0 > w C/) 0 DATE 10/15/2013 Ln I*-- c"I PA JOB No. 13-2750 c: SHEET a) E 0 E "I" 0 Ln I,-- OF 3 SHEETS _yam