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HomeMy WebLinkAbout1.2-7246 Ph 1 & 2REVIEWED BY: LA._ d T ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE DATE An PHASES 1 -2 BAKERSFIELD, CALIFORNIA 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 BASIS OF BEARINGS: THE BEARING OF N 00 °57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE i nfu 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. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 2,723 LF 6" SEWER MAIN L 11 11 1 I J I �� 1! I IM.2 ��.= rrTR-6223 '1 -7' TR -6001 'C' '� w "� II�n ''�� s roCKDALE HIGH 4" SEWER (LATERALS) 2,530 SCHOOL I WHITE LANE - EA SEWER CLEANOUTS LOT 1 PM No ADJUST MANHOLES TO FINISH GRADE oIII LOT 2 LLA No. 11861 loi r III LLA No. 13 -0176 12 -0351 X111 EA io �o a LOT 1 rn111 Q EA STORM DRAIN LLA No. 12 -0133 DRAIN MANHOLE W /NUMBER 18" R.C.P. STORM DRAIN ��\LLATNo. PROJECT L TYPE "A" CATCH BASINS ;\ 13-0176 SITE 6 1 iz wL --- MUIANDS RL EA J------ ia(- _- _- - V - LOT 3 5 Q i i1 06 sn L L. 12100 SEWER AND STORM DRAIN PLANS. - / Z LLA No. 13 -0176 w m I� PROPOSED SEWER MAIN i LOT 2 v % N < \\ ����� a rTR -6116 i I \ LLA No. 12 -0133 �� \�\ //, F, gtiiA�\�� l QQ V Q L'� m N PROPOSED STORM DRAIN Q F w W I?I E R LOT 2 W p O 1O1 I I REMAINDER OF F LLA No. 13 -0179 o W ¢ PARCEL "A" \ f Z b w �— TR -5135 I I OF P.M.W. 08 -1182 \ ° r m N Z M I I VTPM 11838 i i Ir LOT 4 ui U TR LLA No. 12 -0133 ;5186 1• o VTPM 11838 O ow Wwo ��zmwL LL- O N I I CL W D 2 ~- U Z p w O i- -�, - - -��1- !1 L.L i - - - - -- --- ��I�fiHt�usF = = -- _N_ j WEST MING SPECIFIC PLAN AREA Zo =U�n 0S Lou LQ Z z � p 0 VICINITY MAP NO SCALE i nfu 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. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 8" SEWER MAIN 2,723 LF 6" SEWER MAIN 696 LF 4" SEWER (LATERALS) 2,530 EA SEWER MANHOLES 12 EA SEWER CLEANOUTS 4 EA ADJUST MANHOLES TO FINISH GRADE 12 EA ADJUST CLEANOUTS TO FINISH GRADE 4 EA TIE —IN 3 EA STORM DRAIN STORM DRAIN MANHOLE W /NUMBER 18" R.C.P. STORM DRAIN 26 LF TYPE "A" CATCH BASINS 5 EA ADJUST MANHOLES TO FINISH GRADE 1 EA SHEET No. INDEX M TITLE SHEET 20 STANDARD NOTES & DETAILS O3 HELIOTROPE COURT ® LAUREN COURT OO VINERY WAY © BOTANICAL DRIVE 07 COLLINGWOOD DRIVE ® BOUQUET DRIVE ACADIA CIRCLE NOTE: SEWER MAIN AND LATERALS ALONG LODEN DRIVE, VINERY WAY AND BOTANICAL DRIVE ARE SHOWN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. IF NO EXISTING AT TIME OF CONSTRUCTION, THEN THEY SHALL BE LEGEND EXISTING SEWER MAIN SD BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN TMH— TOP OF MANHOLE ELEVATION INV.— PLANS. � SHEET INDEX NUMBER POLYVINYL CHLORIDE t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY _ NOTE: STORM DRAIN ALONG LODEN DRIVE, COLLINGWOOD DRIVE Q SS #12 SEWER MANHOLE W /NUMBER AND PROPOSED PASEO ARE SHOWN PER PARCEL MAP 12100 © CO #12 SEWER CLEANOUT W /NUMBER SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY QD SD #12 STORM DRAIN MANHOLE W /NUMBER EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF ZEsC)LL a (� LL THERE ARE ANY DISCREPANCIES. IF NOT EXISTING AT TIME OF GCB #12 CATCH BASIN W /NUMBER CONSTRUCTION, THEN THEY SHALL BE BUILT PER PARCEL MAP �ozmLLI (n W o �W W Z Q Q i i1 06 sn L L. 12100 SEWER AND STORM DRAIN PLANS. - / m PROPOSED SEWER MAIN ®% C� O O d wwr'LXU� =c=n� vi Z (g s Q L'� m N PROPOSED STORM DRAIN Q F w W 0 03: Q o Z Q¢ W p O S EXISTING SEWER MAIN SD EXISTING STORM DRAIN TMH— TOP OF MANHOLE ELEVATION INV.— PIPE INVERT ELEVATION (E,S,N,W)— (EAST, SOUTH, NORTH, WEST) P.V.C.— POLYVINYL CHLORIDE t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY _ ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— RUBBER GASKET JOINT CB— CATCH —BASIN ♦ 1, UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 800 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG PRIVATE STREETS NOTE ALL PROPOSED STREETS WITHIN TRACT 7246 ARE PRIVATE AND ALL IMPROVEMENTS (INCLUDING STREET LIGHTS) ARE TO BE MAINTAINED BY HOMEOWNER'S ASSOCIATION t I Of V) W Ld ° p �mZZ Ld Z) W°ZV) ap --IOZ WQI'- (f) ZQ0W OWmp�WOij�vit- p tY Z W U •• Q z: W W O W w M w Q w Z Z U x� Z p U 0 w a Q w 0 LLJ W LLI — C c (/) Ld WOU�000Qt- LLJ X��tZWOO_Zm QO (� w W _ -W LL W f O p O U M ZF'WQOf(n�� rnV J F -� O OU)Zw = W�L+ =O0 ma , /nn U W Y ::) J VJ = z Z)a mz0OZwo ^ W I- LLJ ° °�- aw =�Qm z CD LLJ < < 0 ~ ° ' z ZQ Z0E-t0 X . 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Q���cncnz wo aw >z�F- aOV)Up Z cn 0- 0 W W (Wn L1__I wp2inw- °x> _ O w= m x O w F- :20 0 F -000x 26 i I STREET \ 25 24 6 EX 31 32 27 30 w Ld T Cf) z / o / Ll s 21 SS #7 29 \ YOp\ 20 s\ /s I ui 1/ N W LL LL O w w = J (7 m Z w w w p LL w a o LL a /G\NEER * ti 00 \ N 4 � w 3 _> U O� W V Z Q J z a ry 0 2 0� 0 0 z Q w w (mo lll�t CN rN*IWI U Q H 3 x /B #4 N / \ , ° ) , TEN TATI VE / ° s i/ / ` •° /TRACT 7 v / \// �a o \ / � > /TENTATIVE w /Ve •TRACT 7248_ o DATE PA JOB No SHEET L d E -N- _ KEY MAP I� -'���� �� ° N SCALE: 1' =200' C.O.B. RECORDS No. ' OF 8 SHEETS F_ w w W w J 11/17/2014 13 -2750H 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 2010. 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 WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE- FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON'n 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360 °, IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. 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 W'ATERJETTING 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. NOTE TO 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 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, THEREOF UNLESS OTHERWISE NOTED) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D -6 v7 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 zOww0� OO¢�C7� RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D -8 W c� RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ® D -9 20 �W �pzmw PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 Q � m SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D -11 °owa�o>° ¢w =UOV� DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D -12 r1/ O CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D -13 Q-, p= U 0 a o T f CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 m w O W z - p¢ m <x- ,wU3:m >F- 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 ® D -18 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) CURVED PIPE NOTE: CONTRACTOR SHALL DEFLECT JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE CURVE RADIUS AS SHOWN ON PLANS. 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O W= Z 0 Q O r z O - > O W _ _ Q-, p= U 0 a o T f C7(nW2�Z¢¢Op Zp=UCnW2 �W §Z�'S >OJOWLL � w � 0' ¢ OW �J D wz- cnmQc� L > ° ? m w O W z - p¢ m <x- ,wU3:m >F- w w U O w z< on -w __ L8r:= Oa� w z D F- F- wd F-U0Of ¢2 C) N a w � > U U V O Z CLQ J Z Q ry D 00-0 O U) n N Z II ry F- w w w > z o W Of LL C/) 0 u s d im- N F- 0 (D N ti ar o Q W D W 0 Z D Q D Z Q Cn V) ID N r F- U) z c/) Q z J Q U) w N � i DATE 11/17/2014 i PA JOB No. 13 -2750H SHEET a E ° 2 j OF 8 SHEETS w Q ° � W a w H W w = \j Z c� J } m / Z W U V) W LLJ ° LL W LL a o c a C) N a w � > U U V O Z CLQ J Z Q ry D 00-0 O U) n N Z II ry F- w w w > z o W Of LL C/) 0 u s d im- N F- 0 (D N ti ar o Q W D W 0 Z D Q D Z Q Cn V) ID N r F- U) z c/) Q z J Q U) w N � i DATE 11/17/2014 i PA JOB No. 13 -2750H SHEET a E ° 2 j OF 8 SHEETS CONSTRUCTION NOTES Os INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT O INSTALL SEWER J m L� — INSTALL STORM DRAIN - - OD INSTALL STORM DRAIN MANHOLE li ii ii ii it II II II II II INSTALL TYPE "A" CATCH -BASIN 348.86 RIGHT -OF -WAY - - (348 -83) - - -� - - ---u IL EXISTING SEWER EX S - - -- lull - - - -� --- - - - - -- I II _(348.32) EXISTING STORM DRAIN —EX SD 24" INV (348.84) (348.79) EXISTING EDGE OF PAVEMENT STORM DRAIN ® 0.17% SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. LIVERPOOL WAY (SEE PM 12100 SEWER -SD PLANS) CSEE SHEET 6) �U �I OOOI a 360 ....................... ga ++i- - - - - - - T 356 ......................... 352 : ........................11 348 .........................I. 344..... I ...................I PHASE 2 (PRIVATE STREET) HELIOTROPE COURT INSTALL 350.0' L.F.± 8" PVC SEWER ® 0.35% Ln co co CD QO rn N O �w �� = JJ Ln Lo Lo Ln O ff) cn Lo Ln M 1'U J m L� J J vi� U W (� x Li U [if 5' w LL_ Li. x � 0- x L� Ozd Oo w C W U . . . . . . li ii ii ii it II II II II II 18" II II I I Il II II II I 1 II it II II INV= ii ti 18" INV E -W= i i n II 348.86 II II I i II II N (348 -83) - - -� - - ---u IL W -- I i 24" INV W= - - -- lull - - - -� --- - - - - -- I II _(348.32) "� II 18" INV E= I I - - -- - -- � - -- 18" INV W= t 'E-W= CONSTRUCT 10.2± L.F. 18 24" INV (348.84) (348.79) CL -3 RCP W /RGJ (348.31) STORM DRAIN ® 0.17% 24" INV E -S= (348.29) (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND w STORM DRAIN PLANS (TO BE FIELD VERIFIED) STORM DRAIN SECTION O AI T C LIVERPOOL WAY (SEE PM 12100 SEWER -SD PLANS) CSEE SHEET 6) �U �I OOOI a 360 ....................... ga ++i- - - - - - - T 356 ......................... 352 : ........................11 348 .........................I. 344..... I ...................I PHASE 2 (PRIVATE STREET) HELIOTROPE COURT INSTALL 350.0' L.F.± 8" PVC SEWER ® 0.35% --- - - - - -- INSTALL 350.0' L.F.± 8" PVC SEWER ® 0.35% Z D JJ H O F- O O Z z c�O z < ..........�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b O CD ..................................... .............................go W u� Lfi N Lo Ln W M a --- - - - - -- INSTALL 350.0' L.F.± 8" PVC SEWER ® 0.35% V) APPROX /MA TE DESIGN :GRADE ���o� . . . . . . . . . . . . . . . . . . . . ABOVE SEWER MAIN -------- - - - - -= ...................................... ............................... INSTALL 143.6' L.F.± 6" PVC SEWER 0 1.007. Z D J O H O z O Z z O o N U �U Q ..........�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . b O CD U) I- 0 0 ry W + N 7 '71 r r a V) APPROX /MA TE DESIGN :GRADE ���o� . . . . . . . . . . . . . . . . . . . . ABOVE SEWER MAIN -------- - - - - -= ...................................... ............................... INSTALL 143.6' L.F.± 6" PVC SEWER 0 1.007. II II � II I II I II I I' I II I If I �( 1 'f / Q HORIZONTAL: 1"=40' VERTICAL: 1"=4' F-- O z w .360 W W .............. :356 :352 III .................. ....348 : - - 44 "� 0� ��. ................... .............................. ................ ...................... ................................... .............................s. 340 ................. :...... . ..................................................... .................................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER MAIN PROFILE :...: ...:...:...:...:...:........ ...........:...:....... :...:... :...:...:340 16 +00 17 +00 18 +00 19 +00 v ° t W w LL co Op_w0 m° J Z OU N W Z LL w (W/7 m W (n W W Q F° �sFZ�zaz a¢ z U z W C jai =w Z0.> m�Q �O�I_OZ�cnuiU zwwtrUOq�c�o LL ..... w20 W =wcnUQ ZI- U ~��OW pF- �¢�jz�pw� O z w cn ZO O U�Z ~1-Z 0 Q Of p W¢ m (n W Y W U `n Z O zz�ad0 m C7��Ocn�� 0 �pa W W r >p Z=CIIcn 0 = ui?= °c��2��twt1 a F °zwp m W W_ Z- W' co H J oO�¢Qw °zo¢ ° z°w w¢ :O >o " Wmw -ZOa z p w w w W O z Q O w a z a w> Q co= U =Owl=-- zww¢oO �zw QOzWvn W Z- m d W Z Z 2 O w LL cWi)w� =l¢ -UUZ �o °��roLai�g=x z¢wCwUOd��� Q c' = J W W O C7u�w =�Z¢QO° Z ° = U � W = a. � W m rot w Q° > D co w co m 0mi00ZD0zof W co LLJ O z LLJ a m Q0� _j ,w a >I- wwUOwZQco co x == x O W z::D F F° [L H U° of C:2 r 3 r7 U I 0 I N 0 I N F e Z Q J a_ Q0 N U 0 E ° L IZ E 0 N U Z CD co co 07 Lo �!/^� c3 VJ O W z Lr O N M Q > U r fn N X 4- t 0 N LL z ,C Q m " a) W co 06 z m o �0�N Z � w r� W / O n LL_ O 0 " L Z O J O f)f p c!) z O Q �U o N U W Q ..........�� �.:...;...:.. 00 00 U) I- 0 0 ry W + N 7 '71 . . . . . . . . a II II � II I II I II I I' I II I If I �( 1 'f / Q HORIZONTAL: 1"=40' VERTICAL: 1"=4' F-- O z w .360 W W .............. :356 :352 III .................. ....348 : - - 44 "� 0� ��. ................... .............................. ................ ...................... ................................... .............................s. 340 ................. :...... . ..................................................... .................................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER MAIN PROFILE :...: ...:...:...:...:...:........ ...........:...:....... :...:... :...:...:340 16 +00 17 +00 18 +00 19 +00 v ° t W w LL co Op_w0 m° J Z OU N W Z LL w (W/7 m W (n W W Q F° �sFZ�zaz a¢ z U z W C jai =w Z0.> m�Q �O�I_OZ�cnuiU zwwtrUOq�c�o LL ..... w20 W =wcnUQ ZI- U ~��OW pF- �¢�jz�pw� O z w cn ZO O U�Z ~1-Z 0 Q Of p W¢ m (n W Y W U `n Z O zz�ad0 m C7��Ocn�� 0 �pa W W r >p Z=CIIcn 0 = ui?= °c��2��twt1 a F °zwp m W W_ Z- W' co H J oO�¢Qw °zo¢ ° z°w w¢ :O >o " Wmw -ZOa z p w w w W O z Q O w a z a w> Q co= U =Owl=-- zww¢oO �zw QOzWvn W Z- m d W Z Z 2 O w LL cWi)w� =l¢ -UUZ �o °��roLai�g=x z¢wCwUOd��� Q c' = J W W O C7u�w =�Z¢QO° Z ° = U � W = a. � W m rot w Q° > D co w co m 0mi00ZD0zof W co LLJ O z LLJ a m Q0� _j ,w a >I- wwUOwZQco co x == x O W z::D F F° [L H U° of C:2 r 3 r7 U I 0 I N 0 I N F e Z Q J a_ Q0 N U 0 E ° L IZ E 0 N U Z CD co co 07 Lo �!/^� c3 VJ O W z Lr O N M Q > U r fn N X 4- t 0 N LL z ,C Q m " a) W co 06 z m o �0�N Z � w r� W / O n LL_ O 0 " L ti Na W � > U OrLL O� U v O o- <%y V / Z W n H Z ~ i D 0 o N U W Q O O L.L U) I- 0 0 ry Z Q ui ry W a W LL co Z W w DATE 11/17/2014 PA JOB No. 13 -2750H O = J � � W W W Ua cn > W O Q LL a o a ti Na W � > U OrLL O� U v O o- <%y V / Z n Z ~ i D 0 o N U W O O L.L U) I- 0 0 ry Z Q ui ry W W co Z W DATE 11/17/2014 PA JOB No. 13 -2750H SHEET OF 8 SHEETS CONSTRUCTION NOTES 11 M O Os INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT �Z INSTALL SEWER X Z + INSTALL STORM DRAIN 0) OO INSTALL STORM DRAIN MANHOLE a INSTALL TYPE "A" CATCH -BASIN (/) RIGHT -OF -WAY - - — EX S -- EXISTING SEWER +(n EXISTING STORM DRAIN EX SD °!> UV EXISTING EDGE OF PAVEMENT 30' 30' SD STORM DRAIN STATION SS SANITARY SEWER STATION m 11 M O I it W L Z IIO O i �Z MmCL t- U Lu X Z + O W- 0) z Q — W U ui 0E- °II (/) n O ;.� Q °� L�. 29 + ¢ L_ +(n m i ld 00 M C) X W °!> UV O + 3 30' 30' LLJ Li Icr_ 38 W J W' Li Z co Lu 18' O v rn F- WW0W� 0) N W �I UI u �I^ tit °o0l° C) 6 00 0)w +(n W a) (f) H O °o z ��U Q 00 W CC) CC) 3t W D7 0) N OF WALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. NQ PJ W H OX Z 0 U acv W - 27 oRr- z �± a + j �o O W (' o+ n 4' TYP� ± c N O_ 10 +00.00 '0 n 00 11 o �n in co LODEN DRIVE (SEE PARCEL MAP 12100 SEWER -SD PLANS) 26 i�-►i �liiiii 1 2 60'1 s I I I III I 0 M Lo c cn ��- N N n 00 11 +92.82 ' — I 13 13 +42.82 �P20-08'5� 1 — 15 I �2 - - - - -- ---— i - - - - -r - - - -I —T o� in - - -- - -- Ln R/W PROPOSED PASEO I (PER TRACT 7247 PLANS) A\ , , �\ - -- --- - - -� -- -- -- Lo --_� . . . . . . EXISTING 160.0' L.F.t 8" PVC SEWER 0 0.35% I it IIUx IIC�¢ IIO _j W i �Z s - J V) 0= W �(V J -Z z OW I 0 z Q — W —I 4 Np0 OR (/) n O ;.� Q °� L�. 5 N I O_ +�> +(n I 30 C) X W W o w - °� °zo¢ CN 30' 30' LLJ Li Icr_ 38 V Z co Lu 18' O v rn F- WW0W� Q 5, 0 � BACK OF WALK n 5, Cn J:5- U( =)) QpO "aro, IY . . . . . . . . . . . . . ... .......................... ( W oof��Ww=wom S/W W Q° O Z>W- m Q C" CN co co ,z+ N W �I UI u �I^ tit °o0l° C) 6 00 0)w +(n W a) (f) H O °o z ��U Q 00 W CC) CC) 3t W D7 0) N OF WALK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. NQ PJ W H OX Z 0 U acv W - 27 oRr- z �± a + j �o O W (' o+ n 4' TYP� ± c N O_ 10 +00.00 '0 n 00 11 o �n in co LODEN DRIVE (SEE PARCEL MAP 12100 SEWER -SD PLANS) 26 i�-►i �liiiii 1 2 60'1 s I I I III I 0 M Lo c cn ��- N N n 00 11 +92.82 ' — I 13 13 +42.82 �P20-08'5� 1 — 15 I �2 - - - - -- ---— i - - - - -r - - - -I —T o� in - - -- - -- Ln R/W PROPOSED PASEO I (PER TRACT 7247 PLANS) A\ , , �\ - -- --- - - -� -- -- -- Lo --_� NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. INSTALL 192.8' L.F.t 6" PVC SEWER 0 1.38% I� of �N ow o ricV S -z Z 00 + r(un) iuuj) X W CD J O �W z X W C) W F- U-j N ° � -00 Z C14oQ 00 C) W ono U' w 15 +75 18" INV N= (344_60) -- (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) A STORM DRAIN SECTION N.T.S. N � r �n R/W r� If J J fr d O w 0 \18" INV S= 344.61 CONSTRUCT 10'f L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.10% . . . . . . EXISTING 160.0' L.F.t 8" PVC SEWER 0 0.35% I it IIUx IIC�¢ IIO _j W i �Z 5' - J V) 0= W �(V J -Z z OW I `�i00 W toN,Q ` OR — U O 3 4 Np0 OR C14 r- z 00 00I CVr- w 00't O ;.� Q °� L�. 5 N I O_ +�> +(n W (n 30 C) X W W o w - °� °zo¢ ++ W �r, N 30' 30' Z Q Li Icr_ 38 12' Z co Lu 18' 18' 12' rn F- WW0W� N 5, to I \ (o zaww = 2 . . . . . . . . . . . . . . . . . . . . . . . .I Q 'o. U O a o F F Q '� W W 0, 5, Cn J:5- U( =)) QpO "aro, zQ S/W . . . . . . . . . . . . . ... .......................... ( oo oof��Ww=wom S/W W Q° O Z>W- m Q C" CN co co ,z+ VINERY WAY or,) 00 co = W W W 0 O W Z Q U) } U) ±N N (SEE SHEET 5) NOTE: SEWER MAIN AND LATERALS ALONG LODEN DRIVE, VINERY WAY AND BOTANICAL CIRCLE ARE SHOWN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. IF NOT EXISTING AT TIME OF CONSTRUCTION, THEN THEY SHALL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS. NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. INSTALL 192.8' L.F.t 6" PVC SEWER 0 1.38% I� of �N ow o ricV S -z Z 00 + r(un) iuuj) X W CD J O �W z X W C) W F- U-j N ° � -00 Z C14oQ 00 C) W ono U' w 15 +75 18" INV N= (344_60) -- (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) A STORM DRAIN SECTION N.T.S. N � r �n R/W r� If J J fr d O w 0 \18" INV S= 344.61 CONSTRUCT 10'f L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.10% ~I II �' 30' z:46 5' 12' 18 18 O 12' 43 0 ° J S/w 5' �� � o Sew � 28 Z "r LAUREN co + SEE SH COURT +� LOU) � EEr 4) PHASES 1 & 2 (PRIVATE STREET) BOTANICAL DRIVE . . . . . . EXISTING 160.0' L.F.t 8" PVC SEWER 0 0.35% U IIUx IIC�¢ IIO _j W W �Z �Z 0'2 - J V) 0= W �(V J OOW z OW I `�i00 W toN,Q ` OR nN U O 3 4 Np0 OR C14 r- z 00 00I CVr- w 00't O ;.� Q °� L�. 5 N I O_ +�> +(n W (n 00,0 3: N r') V) rcn w - °� °zo¢ ++ W �r, N Q W W o Z Q Li Icr_ In 6 wi= QwFCn9 °a Z ap w W w w O z Q Z co Lu oWoZ = °ozZO N O O rn F- WW0W� O CD to I \ (o zaww = 2 . . . . . . . . . . . . . . . . . . . . . . . .I Q 'o. U O a o F F Q '� W W 0, ul Cn J:5- U( =)) QpO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ......:...............:.......: T5U Wo L.L . . . . . . . . . . . . . ... .......................... Q ZQ�� >�J oo oof��Ww=wom W Q° O Z>W- m Q C" o co m O z? zp a m or,) 00 cv �c? 4' TYP W W 0 O W Z Q U) } U) 17 =F=oaa0o�¢� \T 16 0 16 +93.07 18 Lo - 5' ;n co 18 �2 "A" <b .------------ I —'- - — — — —._ - i EXISTING SEWER MAIN — � 1 i EXISTING -DROP CON .PER C.O.B. STD. D ECTION. G. SW -4 . . i INSTALL DROP .CONNECTION . . . . . . . . . . . . . . . . . . . . . PER C.O.B. STD. -DWG. SW- 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 ................................ SEE-NOTE ��--- - - - -�� ��.:...:... ~I II �' 30' z:46 5' 12' 18 18 O 12' 43 0 ° J S/w 5' �� � o Sew � 28 Z "r LAUREN co + SEE SH COURT +� LOU) � EEr 4) PHASES 1 & 2 (PRIVATE STREET) BOTANICAL DRIVE EXISTING 55.0' L.F.t 8" PVC SEWER ® 0.35% 0 �I H J O C = C Z Lr Q n 0_ OC W C, WC d 27 SSW I I _0) (sEEROpE 3��RT INSTALL 167.4' L.F.t INSTALL 215.0' L.F.t INSTALL 183.0' L.F.t 8' PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% 8' PVC SEWER 0 0.36% / 7 J O OZ z � O W t(D co N o Oz Z o" w 00 co 3: CD (D W ++ u) 0) cy) V) �11 U °" . . . . . . EXISTING 160.0' L.F.t 8" PVC SEWER 0 0.35% U IIUx IIC�¢ IIO �O W �Z �Z 0'2 O �U) W �(V J OOW z OW O= OW `�i00 W toN,Q ` OR nN U O �a00o wCt-U' Np0 OR C14 r- z 00 00I CVr- w 00't O ;.� Q °� L�. W 6? p Q% 6 z O O a r/1 Vfn) Y +�> +(n W (n �U) N r') V) rcn w - °� °zo¢ _' `�V LLI M O Q W W o Z Q Li Icr_ N o Cn N LL EXISTING 55.0' L.F.t 8" PVC SEWER ® 0.35% 0 �I H J O C = C Z Lr Q n 0_ OC W C, WC d 27 SSW I I _0) (sEEROpE 3��RT INSTALL 167.4' L.F.t INSTALL 215.0' L.F.t INSTALL 183.0' L.F.t 8' PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% 8' PVC SEWER 0 0.36% / 7 J O OZ z � O W t(D co N o Oz Z o" w 00 co 3: CD (D W ++ u) 0) cy) V) �11 U °" . . . . . . LL °av� W °� U M -� z�%W wZ�� 7 vimwcnwWQFO L_ o rr}Z0Z ddzU�zffi WOp M O Lo ir'w�WZ ° >m�'I U) o -Oz z w U a (D -f W Z w W �2 JU) =2Zm �wr�Qz w�� Q I.- i' - CV cw7�OF������F LV Fo co z LL Z z1(3 2i U O �a00o wCt-U' Qp 'd =t --M� =W Z_ °za ~co z ~ ~° U fn X Z 6 LL ?� O z m W ai�wo °w mzp O ;.� Q °� L�. W 6? p Q% 6 z O O a r/1 Vfn) Y W 0 Z 2'U�w2 w W r> p- z= N a °WZW� co m WF-cn0 = ° �ZZ Q N w cfl w - °� °zo¢ _' `�V LLI M O Q W W o Z Q ?��� °i�o�� N o Cn N LL wi= QwFCn9 °a Z ap w W w w O z Q Z co Lu oWoZ = °ozZO N O U= p WE F- Z w Q p ¢Um�w CO O F- WW0W� O w W-= H U Z O zaww = 2 . . . . . . . . . . . . . . . . . . . . . . . .I Q 'o. U O a o F F Q '� W W 0, . . . . . . . . . . . . . .............................:. Cn J:5- U( =)) QpO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......... ......:...............:.......: T5U Wo L.L . . . . . . . . . . . . . ... .......................... Q ZQ�� >�J . . . . . . . . . . . . . . :...:...:...:348 oof��Ww=wom W Q° O Z>W- m Q C" L m O z? zp a m w w QX- ',wU3:a >H W W 0 O W Z Q U) } U) =F=oaa0o�¢� 10 HORIZONTAL: 1"=40' VERTICAL: 1"=4' )• 356 . . . . . . . . . . . . . . . . e.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ?- r - ---- - - - - -- . . . . - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _- - - - - - - - - - - - - - - - . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . - - __ 352 :............ ... ...... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . �� . . 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STD. D ECTION. G. SW -4 . . i INSTALL DROP .CONNECTION . . . . . . . . . . . . . . . . . . . . . PER C.O.B. STD. -DWG. SW- 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 ................................ SEE-NOTE ��--- - - - -�� ��.:...:... :...:...:. ..:...e...:...:...:...:...:...: i ..:...:...:.......:...:.. ...................:s 0�� ......................: : ...:...:...:...:...:...:..��. :...:...:...:344 L- I NOTE: „A„ . �a� . 61•.� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - — _ _ — - -. . . . . . . . . 4 . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . v.L �\ tK 340 ...................................................... ICI - - - ..... ......--- • ��s � .................. -- ......... ............................... � ?S�- � �� .340 ............................... . . . . . . . . . . . .. \� . . �ti�.. . . . . . � . .'otio . . •�� `` . . . . . . . . �A�`s, . . . . . . . . . . . . . •8� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . .............. ............................... . . . . . ....... ....................................... . . . . . ,o• ............................... ........ .................. ....................... ..........--- . . . . .................. . . . . . . . 336 ..................................................................................................................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 SEWER MAIN PROFILE : 0 b/ W 3 > U Cn z Q z Q0 W \ < "qT � C\J J 0(.)(.) rz V! 0 Z 0 ry .7 W 0) 3 W 0 U r� v J U ^ I 0 I CL N n 0 I N Z a o Lu c" DATE 11/17/2014 PA JOB No. 13 -2750H E SHEET 0 a E 0 Ln N OF 8 SHEETS � H Luo N a LL W W z (� WWI W�� a = J o W a 0 } CO W a : 0 b/ W 3 > U Cn z Q z Q0 W \ < "qT � C\J J 0(.)(.) rz V! 0 Z 0 ry .7 W 0) 3 W 0 U r� v J U ^ I 0 I CL N n 0 I N Z a o Lu c" DATE 11/17/2014 PA JOB No. 13 -2750H E SHEET 0 a E 0 Ln N OF 8 SHEETS CONSTRUCTION NOTES SO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT SEWER 8° PVC SEWER @ 0.35 INSTALL SEWER z LI INSTALL STORM DRAIN DO INSTALL STORM DRAIN MANHOLE W _ � J Cn 2 Z_ m INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY EX S EXISTING SEWER EX SD-- -- EXISTING STORM DRAIN O OW = DWI= (�°oa EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION li li 11 II 11 z Il O Q 11 Ld CN C) LJ � 11 O v 11 CL 11 °~ 11 11 0— � 11 11 li �•� it 11 d z w nw 0 W o N M c6 + Lo +J 0) U-1 3 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL —DE —SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT —OF —WAY. J? W BOUQUET DRI (SEE SHE VE ET RI NOTE: STORM DRAIN ALONG LODEN DRIVE, COLLINGWOOD DRIVE AND PROPOSED PASEO ARE SHOWN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NO11FY ENGINEER IF THERE ARE ANY DISCREPANCIES. IF NOT EXISTING AT TIME OF CONSTRUCTION, THEN THEY SHALL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS. PHASE 1 (PRIVATE STREET) COLLINGWOOD DRIVE NOTE "A ": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. P IZ DUI M VJ N U^ + 0) J Lam. 356............1 352 :.......... 348 :.......... 344:��-- : - - = —: _00 r- �+ Q < + o : cul vi I , .II � //h . . I . . . . . . . . . . . . . . . -i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1�> .. . . . . . . . . . . . . . . . . . . . . . . - f_:� - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - J J C J J i 1 LLJ �( 5' 1 60'1 30' I 18, _ 14' 16 HORIZONTAL: 1"=40' VERTICAL: 1"=4' ^z J N 0 W L6 ro �.CD cool +LI LL Ztk W J O Z a W' W V) Y........356 ................�...........: . 1........... .......--- :...:.�I......... :... :$...........:352 ......................... . 6" INV N= ii, ,I 347.58 6" INV S= . 8•" INV .N- . . . . . . : . . . . . . . . . . . . . . . . . 111. . 346.58 346.45 8„ INV S= 24" INV . N�S= i , 345.77 ( 344.54) I— — . . . . . . . . . . . . . . . . . . - - - i . .I� . - - -- - - - -- __ - - -- _ . . . EXISTING STORM DRAIN (SEE NOTE ABOVE) I - - - - - - - - - - - - — — --------- I I — — — — — — — — — — -- — �--• — —,— — — — — I I ------ - - - - -- - -r— —� 344 24" .INV N -S= : i SEE NOTE "A °. i i '� yL. (344.1.6) I L- - - - = -- CONSTRUCT PROPOSED CATCH -BASIN OVER EXISTING STORM DRAIN ��� L J� // PER PARCEL MAP - 2100 SEWER AND STORM DRAIN- PLANS. � ' . . . . . . . . . . I . . . . . . . . 9� . . � 5°�. ?'?� `� . \ ti 340 : ...:...:...:.... 0�a ........................................................................:................... ............................... .....:...:340 336 ................................................:...........:.................................... .............................J. ......336 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER -STORM DRAIN PROFILE CURVE TABLE iNPVCLSEIWERO0 INSTALL L..3 INSTALL DELTA TANGENT 6 1 000% SEWER 8° PVC SEWER @ 0.35 SEWER 0.3 8" PVC SEWER ®0.35% 03'23'12" z LI Imo° II F-0 I10¢ IICDw 06'32'56„ 96.80' W _ � J Cn 2 Z_ m O _j W ON O O O(% O ON Li J px 0 OOxio pza�- vEz ~ '- O 0z &°� z Oz = Oz O OW = DWI= (�°oa P ii L LJ�11, z o �:°¢ :%°z �Q =ZZ ZO -ooz O O 0 N;5 Ln . M U.)06 U-) p r►/ C7 0 N OO w �O CC tom nN rM 06+ 06+ w rrj 00 3 0)00'I ±l �d7 w � � N g 00 (n 0 V) NN (W �Q �� QJowc.)oa -�� _V) Lo V)% V)i (A V) V). r ° <t- owwcnJ_°° u.l¢°wZ> I , .II � //h . . I . . . . . . . . . . . . . . . -i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .1�> .. . . . . . . . . . . . . . . . . . . . . . . - f_:� - - - - - - - - - - - - - - - --- - - - - -- - - - - - - - - - - - - - - J J C J J i 1 LLJ �( 5' 1 60'1 30' I 18, _ 14' 16 HORIZONTAL: 1"=40' VERTICAL: 1"=4' ^z J N 0 W L6 ro �.CD cool +LI LL Ztk W J O Z a W' W V) Y........356 ................�...........: . 1........... .......--- :...:.�I......... :... :$...........:352 ......................... . 6" INV N= ii, ,I 347.58 6" INV S= . 8•" INV .N- . . . . . . : . . . . . . . . . . . . . . . . . 111. . 346.58 346.45 8„ INV S= 24" INV . N�S= i , 345.77 ( 344.54) I— — . . . . . . . . . . . . . . . . . . - - - i . .I� . - - -- - - - -- __ - - -- _ . . . EXISTING STORM DRAIN (SEE NOTE ABOVE) I - - - - - - - - - - - - — — --------- I I — — — — — — — — — — -- — �--• — —,— — — — — I I ------ - - - - -- - -r— —� 344 24" .INV N -S= : i SEE NOTE "A °. i i '� yL. (344.1.6) I L- - - - = -- CONSTRUCT PROPOSED CATCH -BASIN OVER EXISTING STORM DRAIN ��� L J� // PER PARCEL MAP - 2100 SEWER AND STORM DRAIN- PLANS. � ' . . . . . . . . . . I . . . . . . . . 9� . . � 5°�. ?'?� `� . \ ti 340 : ...:...:...:.... 0�a ........................................................................:................... ............................... .....:...:340 336 ................................................:...........:.................................... .............................J. ......336 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER -STORM DRAIN PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1692.00' 100.01' 03'23'12" 50.02' C2 1692.00' 193.40' 06'32'56„ 96.80' o_ w w °a0 w0cn U w o w m p J WwLu mz�W z o cnm =Zrw -w¢E=° co ir�F O�-�Zaz c7 R- F_Z�w�O w m 1 w Z0> m� Q ��//��^ a7 l() H J cr V J O O Z cr z_ W _ � J Cn 2 Z_ m O c�� r- ����� Q W c? Z�W =ZZou. _ > U CD % p o O w g= w Z pza�- vEz ~ '- O fA N X Q� 0o i o z} N m v °w U O Q LL UJ W� w m Z 0Ocn��0oa OR P ii L LJ�11, z CD w� w 2 w VJ Z (� wwr >o�?ZScocr ° ofL'J m N Q =ZZ ZO -ooz W + CO ww zZ ' oo�¢QwoZO¢ W c) ,.�x N "`/ Z a) c) z�o�o =1)c' r►/ C7 0 N °zG LL Z cy) zpwww��o O Z i j � W W r' a a ww o� 0 N v =(w ~zowao- �zw ¢0 CO o / O w N a�rn Q¢v)Lu 0 cnwp °� O =Z¢ww Owo �1 QJowc.)oa -�� �pZ �-S > ¢ p J O u u w O W w= w p r ° <t- owwcnJ_°° u.l¢°wZ> V)mQCw >¢>_L n - - c� O cO m L w w w U w 00uiz «co> -U) w S S N x 0� W Z 2 F- - paF - LO) 0of P 0L W I- O a- 0 W rz LL w H N a LL w = w Z J } (J 0] u w LL w O Q W a a a 00 CID Q° � w > U Li o / D �� vs/ 03� Z Q J z Q 0 2 0� 0 F- D Z Q IDI W U) 111 1 (mm CD N ti H U Q w 0 D O O 3: C7 Z h� c (n o% u, N z ¢ z J Q d U) w N r- DATE 11/17/2014 i PA JOB No. 13 -2750H Q) SHEET 0 0 a 0 0 Ln _ N aa* ' OF 8 SHEETS CONSTRUCTION NOTES OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT PROPOSED PASEO INSTALL SEWER O(n INSTALL STORM DRAIN Qo INSTALL STORM DRAIN MANHOLE �Z O INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY -- EX S EXISTING SEWER EX SD— EXISTING STORM DRAIN DATE 11/17/2014 EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. "c "5��?60"`' PHASE 1 (PRIVATE STREET) BOUQUET DRIVE INSTALL 321.0' L.F.t 8" PVC SEWER ® 0.35% � � Il�lo R/W R/W Lo Ln PROPOSED PASEO 3.7'f O(n U OZ U �Z O Z �� Z `.0 Q 1 Q DATE 11/17/2014 / � L I C) lf7 � NN uj 00 3:: X , w i 00; (J7 rot"') (n 360............`) .......... ............................... ........................x...360 c: 356 '....... : . . . . . . :...:................. . . . . ..:.�s��\�...:356 I . ...:...:...:...:...: APPROX/MA 7r DtSAW O RARE 1 IL ------------------- - - - - -- - I ABOVE SEWER MA /N ------------------- _ 18345.02 v. -- --- --- -- -- --- (344.94) ONTO EXISTING STORM . . . . . . . . . . . . . . . ----------- ----- ---���---- .---'- .-- --.-;' . . . . . . . . . . . . . . . 352 352 ............. ............................... ............................... 348 �.. .C' III 348 HORIZONTAL: 1"=40' VERTICAL: 1"=4' S� INSTALL DROP CONNECTION . . . . . . . . . PER C.O.B. STD. DWG. SW -4 . . 344....: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . 340 ......... ............................................................. ........... 340 10 +00 11+00 12 +00 13 +00 SEWER MAIN PROFILE V) 0 z w a n /-� ( / C W 0 v ry Q 0 r CL W r� P II � II it II II II CURVE TABLE CURVE 6) N �o R/W R/W Lo Ln PROPOSED PASEO 3.7'f __j J 02'50'53" 50.02' C2 (PER TRACT 7247 PLANS) _' Of a 142.83' 1 DATE 11/17/2014 / � L I C) SHEET 1 OF 8 SHEETS _]l c X , w i -^ - - - - - - - - - II I I II II II 18" INV= i (345.02)- 1 IL ------------------- - - - - -- - I ___ -- _ 18345.02 18" INV S= TIE BACK OF CATCH - BASIN (344.94) ONTO EXISTING STORM DRAIN STUB ( # # #)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) A STORM DRAIN SECTION N.T.S. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2012.00' 100.01' 02'50'53" 50.02' C2 2012.00' 285.18' 08'07'16" 142.83' PHASE 1 (PRIVATE STREET) ACADIA CIRCLE INSTALL 100.0' L.F.t 6" PVC SEWER 0 1.00% f o Z W J U 0000 O m DD 00 � LLJ mo) V) 360 .................. it .............. 356 : ................. 352 .................. 348 .. ................. 344 ...................... I� f F- W ~ J OZ = a I ZQ MM :2 N 0) O 0) Iii moo 3 O O (n (n V) INSTALL 285.2' L.F.t 8" PVC SEWER 0 0.35% -- �"t / DRIVE- (SE-E- LrFr HORIZONTAL: 1"=40' VERTICAL: 1"=4' OR: 6 oO Z Q Nr r- r- 3:: LLJ N+M (n ....360 ....356 ....352 ...344 340 :............. . ................................... ......................340 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 SEWER MAIN PROFILE oU LLL W paUO wOcn m z _5 cn w Lu L W W w¢ co .0 ILL, w W wiaz Z. 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