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1.2-7254
REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE 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: AK RSFI LD, CALIFORNIA 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 NOTE: 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 1,684 LF I L I I { I I I �J l LLW.I I INJ 11 00 STOCKDALEI LJ L_1 u o tom- .C. HIGH I LF 4" SEWER (LATERALS) SCHOOL EA WHITE LANE 8 EA SEWER CLEANOUTS 3 EA I ' 8 EA PROJECT LLATNo. 11861 i I I SITE lyl 12 -0351 of ply LOT 1 �yy y LOT 2 0¢ LLA No. 13 -0176 ,i L LLA No. 12 -0133 m\ y 0 y y LOT 1 LF 24" R.C.P. STORM DRAIN O� LLA Na -4861 ,Lz�__MUIRLANDS ����\ 13 -0176 EA -` LOT 3 ' > I I LLA No. 13 -0176 W m '' (iR -61\ 4 LOT 2 LLA No. 12 -0133 \`` ��� la�~ cq AG\\ \\ /aQ (n 1 EA C=== Lslw> >00ZZCn� °W VJ s� � o REMAINDER OF \ LOT 2 DRIVE af- xpz_00w no ~z��azf=m 'A" LLA No. 13 -0179 c �� Ni PARCEL f- Z o Iw, TR -5135 I I I OF P.M.W. 08 -1182 IL .M- m, 17L J z aO W W W LA_ a_ 0< VTPM 11838 + i j j a LOT 4 TR -5186 LL A No. O� z a m 0> r r �-- N C!7 12 -0133 U=OLZ ~zw<9w o VTPM 11838 �------ W - - - - -- 0 r =� (Lli. WEST MING SPECIFIC PLAN AREA W 0w W SDZQQOp VICINITY, -MAP NO SCALE NOTE: 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 1,684 LF 6" SEWER MAIN 445 LF 4" SEWER (LATERALS) 1,381 EA SEWER MANHOLES 8 EA SEWER CLEANOUTS 3 EA ADJUST MANHOLES TO FINISH GRADE 8 EA ADJUST CLEANOUTS TO FINISH GRADE 3 EA nE —IN 2 EA STORM DRAIN (EAST, SOUTH, NORTH, WEST) P.V.C.— 18" R.C.P. STORM DRAIN 155 LF 24" R.C.P. STORM DRAIN 494 LF TYPE "A" CATCH BASINS 3 EA STORM DRAIN MANHOLES 4 EA ADJUST MANHOLES TO FINISH GRADE 4 EA TIE —IN 1 EA LEGEND CSHEET INDEX NUMBER Q SS #12 SEWER MANHOLE W /NUMBER QC CO #12 SEWER CLEANOUT W /NUMBER ® SD #12 STORM DRAIN MANHOLE W /NUMBER ,fl, CB #12 CATCH BASIN W /NUMBER cwnmwwww<— F ~tiff PROPOSED SEWER FAIN - PROPOSED STORM DRAIN - 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 L W :DzZC~J0Lu = 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 SHEET No. INDEX O TITLE SHEET O STANDARD NOTES & DETAILS O COLLINGWOOD DRIVE ® LEMONGRASS CIRCLE DRAGONFLY LANE OO MORGAN PLACE © GAZEBO COURT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800- 227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG of (!3 W uj 0 p ° �mzz DLiz(n QJOZ X- QZ(nzQpLij OLzJ0ui0 mIJJ p z Ld U ot . . �aZ��W�u. -w mWQ�ZZUO_1=- z ��¢ � o p0N Z�W _ m XLLJ � L1J Q- �(nzxoZJ0 L�IOU�a00QI- dYQ>mw m- V--I zO�oz m X�wcl-- Z 3: O - O �Li W�Q1 =W Op-jwo um t� zI- w¢UNLdXO V 1 OwV- LJ =ZXXF -- Q O J I-- Z C) V) V / OU-j uP<zOOZ m m o V w H {y (n 0zzWQ�J Lei QQUQQOI — °� V) Z w�x�¢Q z zO�F --o °�' IX <P= E wz °o CD a-LO,_, >v0zu� �azooW�° z 0o aV)C) X- W =>- owsmw0W 1- �U0h -000X PRIVATE STREETS NOTE ALL PROPOSED STREETS WITHIN TRACT 7254 ARE PRIVATE AND ALL IMPROVEMENTS (INCLUDING SEWER, STORM DRAIN AND STREET LIGHTS) ARE TO BE MAINTAINED BY HOMEOWNER'S ASSOCIATION ___�--EX (TYP) WHITE LANE - T_FFT_ 13 14 15 16 17 18 19 / CO #2 SS #7 GAZEBO COURT SS #8 f I — _ � + s c PRIVATE SS #5 �- S EET I T W I z I uj CO 3 I - S I 12 11 10 9 �� j i� 22 21 20 I J- o1 am{ 4 > TENTATIVE N I,I I $ 0I la 23 TRACT 7246 l 7 °I I 24 I I 6 B #1 B #2 , 3 i_ I I SD 3 SD #4 CO #1 25 Li Li �I y SS# g__ s _4_ c s, SD #2 I S 1 LEM(?N E STsu CIRCLE \ z 111 5 PRIVATE SS #4 STREET o 33 32 26 y SS #2 D #1 \ f � no y \ ly y s , ° 31 SS# 1 <� 27 cI) 4 SS #6 0 ��0 34 3 aLy�'� s 0 30 z� a 28 i \ 3 35 \. 1 S\ y� \9� 29 \ rl 2 �-` 36 S fn S \1 Lj -� 0 S TENTATIVE Q a TRACT 7246 FUTURE �\. \/ PARK SITE S \ x �/ o Q E KEY M -N- 0 ���'� o Ln rl SCALE: 1' =200' C.O.B. RECORDS No. ,R ° U Li LL p a U LL w0cn it ' W W} m p J ZOm W W ZEE¢ -- z r cwnmwwww<— F ~tiff Q Cy) �J -ILz a¢zO�zWwo0 07 L0 00 iruxizwz0 >mcnQ /� VJ CQ �oX -(-)0 �a W Z c r gWF= -�Q zm ' W (� �' "_ N W SOwx r�c�Q 0 1.- W L 01- r-•' O _0 LLI (� M L W :DzZC~J0Lu > U Er a000Lu <?Q- a CO ¢Oa=_a1::w =z Qczp�-OW ui N X z ._'3: L��oamv 0 xs u Q a)ui WWW(n�mz0 t�1 LL N cn0�_ap0oxW Z Lslw> >00ZZCn� °W VJ s� � QW W 0O � Li N LLI af- xpz_00w no ~z��azf=m 06 a) O p�z0X(lJJ0Z> z Z W= aUjpw °=UadO ,.L., F5 0 N z aO W W W LA_ a_ 0< Z �� W W J O� z a m 0> r r �-- N C!7 U=OLZ ~zw<9w O cC' p �Z?m,azzZU w W Ow LL O N W agW >¢U°ww4 o snwSrzQUzow 0 r =� (Lli. zxOw0u.X Lu CL u =c6fx-Q 00 W 0w W SDZQQOp �. w _Z p U _D W > Y F b S> 0 U) Q LLJ w O W L'L"L Cn -. — '• <0LLz?cn00ac=n L >O>�'cwi�f -OWOOE W ca ¢LZ- �wU5a >L- o < Wwvowz<W w x =SQx =Oir W Z LL f L 0 C l_00of Q2 of (!3 W uj 0 p ° �mzz DLiz(n QJOZ X- QZ(nzQpLij OLzJ0ui0 mIJJ p z Ld U ot . . �aZ��W�u. -w mWQ�ZZUO_1=- z ��¢ � o p0N Z�W _ m XLLJ � L1J Q- �(nzxoZJ0 L�IOU�a00QI- dYQ>mw m- V--I zO�oz m X�wcl-- Z 3: O - O �Li W�Q1 =W Op-jwo um t� zI- w¢UNLdXO V 1 OwV- LJ =ZXXF -- Q O J I-- Z C) V) V / OU-j uP<zOOZ m m o V w H {y (n 0zzWQ�J Lei QQUQQOI — °� V) Z w�x�¢Q z zO�F --o °�' IX <P= E wz °o CD a-LO,_, >v0zu� �azooW�° z 0o aV)C) X- W =>- owsmw0W 1- �U0h -000X PRIVATE STREETS NOTE ALL PROPOSED STREETS WITHIN TRACT 7254 ARE PRIVATE AND ALL IMPROVEMENTS (INCLUDING SEWER, STORM DRAIN AND STREET LIGHTS) ARE TO BE MAINTAINED BY HOMEOWNER'S ASSOCIATION ___�--EX (TYP) WHITE LANE - T_FFT_ 13 14 15 16 17 18 19 / CO #2 SS #7 GAZEBO COURT SS #8 f I — _ � + s c PRIVATE SS #5 �- S EET I T W I z I uj CO 3 I - S I 12 11 10 9 �� j i� 22 21 20 I J- o1 am{ 4 > TENTATIVE N I,I I $ 0I la 23 TRACT 7246 l 7 °I I 24 I I 6 B #1 B #2 , 3 i_ I I SD 3 SD #4 CO #1 25 Li Li �I y SS# g__ s _4_ c s, SD #2 I S 1 LEM(?N E STsu CIRCLE \ z 111 5 PRIVATE SS #4 STREET o 33 32 26 y SS #2 D #1 \ f � no y \ ly y s , ° 31 SS# 1 <� 27 cI) 4 SS #6 0 ��0 34 3 aLy�'� s 0 30 z� a 28 i \ 3 35 \. 1 S\ y� \9� 29 \ rl 2 �-` 36 S fn S \1 Lj -� 0 S TENTATIVE Q a TRACT 7246 FUTURE �\. \/ PARK SITE S \ x �/ o Q E KEY M -N- 0 ���'� o Ln rl SCALE: 1' =200' C.O.B. RECORDS No. ,R 1 it ' r Q a N LLJ a. o W= J 0 p W W �S w w LLJ w a o < LL b/ w > ca °d a dr O W CD Z a z Q 0 0 vi 0 z ry Q w w z 0 U) W 41qt LO N r**Iw W Tw Z v! W ._.j DATE PA JOB No. 12/30/2 13-27 0H 11 11 SHEET 11 OF 6 SHEETS 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 11 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 CO. N'T) 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 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. 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 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ❑ D -9 PIPE SADDLE DETAIL ® 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 ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D -13 CHAIN LINK GATES Q 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 ® D -18 MANHOLE, TYPE "13" ❑ 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) U otvt -u0- ZOU)W Lu ca a USLuwCOZ cLuU_z0Z F Z wm w= 2, irw =W Z O >mc;,¢ �V- �OZ =(ll ujU Z° w W w a o T¢ w n 0 Z0 o w� �a00Qw¢c?Luco oza�Q�Rx 4- Fo z U Z p w C6 �� � 1) >_ �UujUQZU a wm 8 092Ou)gQ,pa ww } >OUZ =`=LL +�uj<W U)�wF <no ui LL w ti z z 2229Z 0 m °O�Q wQ2 D ZO�tn��Z> aw °QWMUzoa avacn a w U >w <0n C� <f Z w O z S U <O Z 0 LUz- ) z z z m 3im z v `w >¢w O O w o an U wm Z Q U Z �Ln ¢�owQO2gF--~ 0'r, U wfI<.z¢QOo 4 Q D => J O O0wLLr-u z- uOLwtauf> M >�wr- n nQ - M oz mowz_jo >rm w o o w Z w >- U- ) tew 0 a� C 0w- U z C) M co a) u') U) c6 ° 6 W z � ~ w? > 0T_ 0(/) 7@ X u° U) Z < C14 W i° Z o ou) W z Lu NM �- N Of C) CD 0 N ,1 l z 0 N 3 a w WLi z 0 Of w Q 0 w N LL 1 w z CD \ a 'S � w W m W O w w fL a I o a oa do N a � ``' o dl y Z Q J Z qlqi- L0 CN P%*Wl V) z 0 N 3 a w WLi z 0 Of W Fes' V) L0 N r- 0 (i) ll I LLJ Ln N h I- i cn z Q z a � ¢ > Ln w N DATE PA JOB No E SHEET J t r Q w 0 U) O z J Q W Z W CD 12/30/2014 13 -2750H 0 L a E 2 0 n ° OF 6 SHEETS CONSTRUCTION NOTES IX O INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT 6" INV N= INSTALL SEWER 8. . . ST . z . . . . . ; . . . " = 8 iNV 'S= Q INSTALL STORM DRAIN © INSTALL STORM DRAIN MANHOLE � IIII I II t INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY EX S EXISTING SEWER —EX SD EXISTING STORM DRAIN 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. LODEN DRIVE (SEE PARCEL MAP 12100 SEWER—STORM DRAIN PLANS) 1 1 0 ^?I� ,a I t o IX JLi� —a0 TANGENT ow= o^Wo1l1w z 6" INV N= I1 6" INV S= 348 8. . . ST . z . . . . . ; . . . " = 8 iNV 'S= Q . . .345.79 . . . . . . . . 0 Il I �°.� �dq-!Z ll .j -, �-- •--. T : � �. . . . . � IIII I II t � l (I l it ; I � !I I ++„� F ; I II �i0 III L L2 (n U' I IIII I I II i �0�o' �� : : : 344 i hill oLi ' IIII I l i III' 344.Q2 0 t It i t a I IIII I i i tlil IIII � i I;►I INSTALL 190.5± L.Fl 24" j INSTALL 154.4± L.F. 24" C.Qy, Q — — /� // Lli cif O:f cn F Q I 1 � I Il Q - -I -{ - 0) + V) 29 ' — --- 15 = N20'O8'53 "W _ i M OVER PROPOSED STORM DRAIN SHALL' HAVE TANGENT Cl_ 55.00' 6" CLEARANCE MINIMUM (TYPICAL). 6" INV N= I1 6" INV S= 348 8. . . ST . z . . . . . ; . . . " = 8 iNV 'S= Q . . .345.79 . . . . . . . . 0 Il I . . . . . . . . . . 1111 .j -, �-- •--. T : � �. . . . . � IIII I II t X F ; I II �i0 III L I ! 24" INV N -S= . Of ( : : : 344 i hill oLi ' 28 0 .z "u-) I `r'v `r) o �oiui 30 r` + 4' TYP cn N u7 0. rn — 1---18 — 7ponol 17o -+ 17 +07.91 NOTE "B "I BELOW m N + L 4' TYP 27 J =I W ) IIII L � Q W ON�R ODjaCD w 31 Z (s� AsS Oz = + +� � 32 �co 6 „ S EET C/ C4 ,) n + :1: / to V) +� f 5. ( f rn /h N O cn L =35.4' cn L -28.0' cn l ri -4- C2 8 N C1 / I + F-- U I �V) °�� 0 26 T cN tn z + � v), cn N co cn 24 25 NOTE "A ": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. (PRIVATE S LIN W DRIV 356 .................. if z ;;L oWi= i pe)O!a +I otn!t + W �jV) cn Il = J a. J O X', dri W ' LOIK ?', K)(0 C0 �' Sri + + �2 to cn N 352 .. ...................J...:... 348 : ...:...:........... ?!1...:... :. 344:...:...:" - - --: --------- 4 I - $7' WV N` (344.83) 8" INV (342.17) t I 340' .......: . - 8" INV E -W= I....... . 339.54) � 14 +00 15 +00 INSTALL 190.5± L.F. INSTALL 145.0± L.F. i 8" PVC SEINER ® 0.36% I 6" PVC SEWER @ 1.00% X IIU'X IIt-� III; it N It t- N O O aiJ a J ��J -i zowz 0)z;= -z= ��o a�IQ iz .0 Z ozI= 0021= L.j 46 .. I` .DUI vU ' -. N �' N cp wt c01 Z �� Z OOp -iCL' p �tt7IQ 3 W +U-) w ++ 05 ��I +0I� 000+01 ui > ��i OO r W fliW (n �! r0 APPROX /MA TE DESIGN GRADE ASO IAE- SEINER AND . STORM DRAIN : - -- --- - - - - -- -------------- - - - - - - - - . - . . U 00 Lij OD nIo �a°,Iz i a 00 CO: V) 23 % ........... .............. 1..,x .................... 356 _ yV•. . .....................352 . . . NOTE "B ":- ALL SEWER LATERALS CROSSING . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . OVER PROPOSED STORM DRAIN SHALL' HAVE TANGENT Cl_ 55.00' 6" CLEARANCE MINIMUM (TYPICAL). 6" INV N= I1 6" INV S= 348 8. . . ST . z . . . . . ; . . . " = 8 iNV 'S= Q . . .345.79 . . . . . . . . 0 . . . • 347:24 . . . ; . . . . . . . . . . . . . . . . . . . . (344.98) 3.45.66 ' '�. _.....' -,., 1 •-.. .� ..- �. �•; -,.. ..-. -r � �,= . '_. • •'r a .j -, �-- •--. T : � �. . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -- _ _ - - - --- 24" 1NV .S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I ! 24" INV N -S= . 24" INV S -W =. : : : : : : 344 (344.63) �$EE 344.7.9 344.Q2 0 NOTE "A », z INSTALL 190.5± L.Fl 24" j INSTALL 154.4± L.F. 24" CL-3 RCP w j RGJ STORM DRAIN ® 0.08% : CL -3 RCP w /RGJ STORM DRAIN @ 0.08% :34.0 16 +00 17 +00 18 +00 19 +00 20 +00 SEWER -STORM DRAIN PROFILE t HORIZONTAL: 1"'=40' VERTICAL: 1"=4' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl_ 55.00' 80.22' 83'34'13" 49.15' C2 500.00' 128.03' 14'40'15" 64.37' /J — ?d U °av0 w0cn m J "-Qaz Wpw °_Q cwl�mwto Fw¢I -0 wJt Oft- - E - W =az�zwwUo 0 cn w Z ° > ®� F O�� O z � 0- 0 2 uzat =���i�zm w=oO�awcnv�� zr -0',-0 Ow° �a00�wQ c!�cwn0 pz°- 'Q1_� ~T0 z 0§ti�Ozmw wO °ow c<n a z 0 ° 0z °gip- ww>- >00Z=cn� °w� QLu(nO r-cno vi= °OWgzzw Q - p z w 5 0 2 m ° O 0¢ W d Z z> z- p w p w¢ 0 0 a W r a W ' 0z V a z0ZUJW0WoZQ O a 0 a S U C)'n C 0 U= U w Q U¢ w 0 0Lu aWZZLL amp >¢uwl c) c/) w = =zQw6°<n p 0>-Ot m' w= Q� O w J O w 0 0 0 q m- J W W� m � U(n W HM QOp Zp ()cnw Or� Z H => O J O ¢Z 0� > Q 2 z Q a O w= w 0 m wa°U- z >U)Cc : Omcw) 07:)Oz�w ¢wQwwcJ)?0 jm ww00wz4ccn> -m b _ z M rn� cu 5 W z E7 W cy? Q > v �- U L �Q0 N N � CY) a_ LL .x ca <[�mN W co W N (''') 06 Z W o ry (D u) CN W z ~. cr) 4 I C O 0 C14 n � f..L L ���G�NEER 00 PO w 3 _> U 0� W V o dr cn z z \ 1 L LJ � CL N CL w uj W W � W u0 j = I Q a m w > w z z wTt O Boa- r)oo L0 ���G�NEER 00 PO w 3 _> U 0� W V o dr I Ln N i 0 I w w Ln N h z Q J a- Ln N fl- i 1 t • • h� U) cn z z n z z wTt r)oo L0 0 N z> W 0c) U) 0 z o W N 3 a M U I 0 I Ln N i 0 I w w Ln N h z Q J a- Ln N fl- i 1 t • • h� U) z W DATE 12/30/2014 PA JAB No. 13 -2 750H SHEET 0 a E 0 N aF 6 SHEETS CONSTRUCTION O NOTES SEWER MANHOLE INSTALL roc INSTALL SEWER CLEANOUT 55.00' INSTALL SEWER 49.15' INSTALL STORM DRAIN - O INSTALL STORM DRAIN MANHOLE OICY INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY u') EXISTING SEWER — EX S — --EX SD— EXISTING STORM DRAIN �� EXISTING EDGE OF PAVEMENT -- - ---Zh— SD STORM DRAIN STATION SS SANITARY SEWER STATION .I•I. F-- O O 0 0 SSW �` 1 AN Ptp,CE. M�RC' EEC 5� (SEE SK ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CURVE RADIUS LENGTH DELTA TANGENT C1 55.00' 80.22' 83'34'13" 49.15' C2 55.00' 86.47' ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. CN < OICY N 0i��1 oz'-'�F- F —=n Z w X u') L T): Lo U-) 3 r jl� ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ' r x- . . ... . ... . ... . n /� Lu ° .. . ... ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER zF"ow ❑wQ� oo Q O^ � S U p U t r f- N I� N W gW��Zpp" zo'U''w"'"0WOaa ASOVE SEWER AND STORM DRAIN Ao h^� s- FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. p w 5 5 p w cq \X\ ^� - - - - - -- �' ---- ------- -- . - - -- f I I I Z ° .............................. ............:.................. IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER I 510 � Q o w w m zU) c LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. 13 NOTE "B ": ALL SEWER LATERALS CROSSING OVER PROPOSED STORM DRAIN SHALL HAVE 6" CLEARANCE MINIMUM (TYPICAL). (PRIVATE STREET) N W J O z Q vi C SEE SNE We -N- HORIZONTAL : 1"=40' VERTICAL: 1"=4' INSTALL 198.5±- L.F. INSTALL 100.0± L.F. 8" PVC SEWER @ 0.35% 6" PVC SEWER ® 1.66% N . d l � W� `� 0 � � Of W - 'tom= -• u cr � 0Cn10 00 CjSn:O C3 0 IO OZ!Z OZ;= OZi= OZjZ OOZ Z OBIS to 0 Q �i 0: Z ej O Z tri 0 Z �j O I w i!j 0 i Z 00� .-r-I cDCOj IU hh` 00 NN 0 tf)rn of r`hhl� tn+nlcr hh O O cD t0 c6 ao � 6 Oi I 1 ap 0000 cnin, cow N -4- 't toco1(n t=d-1R o + +iN ++ ++ a + +' + +IW ++ QyCD 00 N�IV) rhro 356 .... .... En ......................... .. ...... (n ... .............:�........... ..0 ......................... 356 AP :PROXIMA TE DESIGN: GRADE { .,- I . .r o . . . . . . . . . . . . . . .A8OE SEWER• AND. STORY. DRA . �4. - - -- --=-- - - - - -- ---- -------------- - - - - -- - ------- - - - --- ------------- - - - - -- -- �------ - - - - -- 352........:. ............ .............................:. ............................. ........................352 . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -18" INV. W= sy r i 347.02 348: . . . . . . . . . . . . . . . . . . . . . . . . 98� INV •N-S -E= 18 "'1NV.N _ . � . . . . . . . . . . . 1 . . . . . . . . . . . . . . . . . . . . . . . .348 347.12 I s 345.54 1 81, INV . I N= . . . . . .345:03. . 1 r . . . . . . . . . . . . 344: : y�'` r'L \24" INV E_ : : : : : L24" IrvV S -w= 344 . F 345.04. . t�,� �R L : � �� � �� • �s� \\ : : : : : 344.92 : o� ° ............................: ..... ...... :.' : ..: . ........... ........... INSTALL '$3.6± L. F. 18" INSTALL 149.0± L.F. 24" CL -3. RCP w /RGJ : : : : : : : : CL-'31 RCP ST ST 340ORM DRAIN x:0,08% : : : : : :340 9 +00 10 +00 11+00 +00 DRAIN .c� 0.12% 12 +00 13 +00 14 +00 SEWER - -STORM DRAIN PROFILE CONSTRUCT 13.7± L.F. 18" 18" INV= CL -3 RCP w f RGJ 347.17 STORM DRAIN @ 0.15% 18" INV= \ 18" INV= 347.14 \ 347.23 18" INV N -S =-E= \--- CONSTRUCT 19.7± L.F. 18" 347.12 CL -3 RCP wfRGJ 8" SWR INV= STORM DRAIN @ 0.56% 344.71 STORM DRAIN SECTION ^, N.T.S. CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 55.00' 80.22' 83'34'13" 49.15' C2 55.00' 86.47' 90'04'44" 55.08' i1� U � D'J LEMONGRASS CIRCLE 0 GAZEBO COURT OZIZ o< (SEE LEFT) IQ (SEE SHEET 6) O� O oiw 30' 30'I o L6 1 16' 14' 18' 12' 9 I 130' 30' + I j 5' + V) 12' 18' 18' 12' 5 { I S/W �'� 5 S W S/W (0.4' l Cf) 1 � 1 LL17 T 12 13 1 { 10 +00.00 - �, N00'57'10 "E ~ d �3 +so.00 — - -- - - -- - ----- 0 G � ♦ I 1 1 I 30' 30' II 5 12' 18' 18' 12' 1 N 0 5' qlz Z S/W uj Nom; W �10 23 22 �OIJ �j `AIO U� LLJ °c� < r 00 M Nf�`n + ci ui (PRIVATE STREET) 5" S/w 5' S/W I HORIZONTAL: 1"=40' VERTICAL: 1"=4' . . . . . . . . . . . . 348 ....... . 18" INV w =; .... ........348 1 6' .347.02. ; `�s7s fi�,L 18" INV S= V. O - -- 345.59. . �'�• G F�� _ 344 :.�i 18 INV N= ... .......... ............................... _ �,, ..: 344 • 345.54 . �� . . • �s 24 "• INV �. 345.04 s" INV NSTALL 381- L.F. 18•" . . . . ...35:0 0 . CL -3 RCP w /RGJ STORM DRAIN ® 0.13% 340.........1.... .... ............................... ............................340 10 +00 11+00 12 +00 13 +00 14 +00 SEWER - -STORM DRAIN PROFILE U p — I ' FL.7. W a s ® W U- INSTALL 360.0± L.F. 8" PVC SEWER ® 0.35% co 0 mwo wow �zo ~ U cli U ale Z U Lo pt, (n W �{0�! W qj 0 in V) O cU W O,W V) 0 Z12 OI< NZZ J0 �p0�< U {1{ ZZ Q O < OICY jj1 I �i 00 h 0i��1 oz'-'�F- F —=n Z w X Quo L3;:oQU ' E -2Wn UZ mO Q li T): �I� Oi O1� 3 r jl� ti ? >GVzSU) pW¢ WUj�WF -22 356....... O 0 x- . . ... . ... . ... . ...356 /� Lu ° .. . ... . ... . . . . . . . . . . . . . . . . APPROXIMA TE' DESIGN' GRADE .. zF"ow ❑wQ� oo Q O^ � S U p U t r f- N I� N W gW��Zpp" zo'U''w"'"0WOaa ASOVE SEWER AND STORM DRAIN Ao h^� s- ��� . k�;'iy� . . . . . . . . . . . . . . . . . . . . . . . . . . . . • - - - - -- \C . . . . . . . ^�) N -------- ----------------.- �wn ~ \X\ ^� - - - - - -- �' ---- ------- -- . - - -- cA U > 352:...... . ....... .............................. ............:.................. :........352 . . . . . . . . . . . . 348 ....... . 18" INV w =; .... ........348 1 6' .347.02. ; `�s7s fi�,L 18" INV S= V. O - -- 345.59. . �'�• G F�� _ 344 :.�i 18 INV N= ... .......... ............................... _ �,, ..: 344 • 345.54 . �� . . • �s 24 "• INV �. 345.04 s" INV NSTALL 381- L.F. 18•" . . . . ...35:0 0 . CL -3 RCP w /RGJ STORM DRAIN ® 0.13% 340.........1.... .... ............................... ............................340 10 +00 11+00 12 +00 13 +00 14 +00 SEWER - -STORM DRAIN PROFILE U p — I ' FL.7. W a s ® W U- ❑a8O J co 0 mwo wow �zo ~ O w vim =z� -o" M CIO aQZo,�zyzoz Ofw Luz' >m`na O -U) ui2 vJ LJJ %.o � r - zww� gwFS�QZw�Q �O OF - °Fy) cz,. N W t0 M > Q U a 0 0 w Q U z3 Q0 oz'-'�F- F —=n Z w X Quo L3;:oQU ' E -2Wn UZ mO Q li T): � a23_Jo -oom x �/ Z ti ? >GVzSU) pW¢ WUj�WF -22 w m N ° -F- Z ! W w cfl oo ~Q �oz' =m /� Lu ❑> Zp�cwn z> `�/ Z ai o zF"ow ❑wQ� oo Q O^ � S U p U t r f- N I� N W gW��Zpp" zo'U''w"'"0WOaa Z LLI r p Z a F- W> pU) s- U =�W�zwoQO� N C) (D L.J.. LL vz W W wpww ^�) N 0 r �wn ~ o UO ^ E r = C6 C6-, -, 2 cA U > z ❑ =UCnwx�4wF- ¢�¢<z x >p w= Zo Q o w w m zU) >>7 W (D V) gtn m w o W z_ j 0* 10 W W UOwz<o) -w t I ' FL.7. W a s ® W U- N V w uj WSW U , af GL co 0 w Q > w 0- ��GINEER � bJ � a � > U U) w z Q a J �- n J LL z z a NT � L0 p C\j < 0 U N U Cn Q � Q I V) �t Ln N i d U) 1 w w rn L N r` F- z a J !Z L0 N h U) w O N z 0 � ' I W O U i �1 d CfJ > I V) �t Ln N i d U) 1 w w rn L N r` F- z a J !Z L0 N h U) z O > w tY DATE 12/30/2014 PA JOB No. 13 -2750H c SHEET W O Q i CD N OF 6 SHEETS CONSTRUCTION NOTES INSTALL 313.2± L.F. (5) INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT VERTICAL: 1 " =4' INSTALL SEWER — INSTALL STORM DRAIN CO? INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY _EX S EXISTING SEWER —EX SD— EXISTING STORM DRAIN O O EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION it 0I a] P F-- Jl�-IW J OWI= z < O� C5 a+, $ ! I CDU) w ► I L7i 'I I I I I I I n 1 II I III i Ilz I Ilo I III III i III I III J I l 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. m #I I x h-J;w J ��O z ►- 0 z W o `%o LAJ O w O00 z C) +Q wo rn w X10 m =E o Lj z w M vwi w o` UJI Ln o i I= i IIIII \` LODEN DRIVE (SEE PARCEL MAP 12100 SEWER —STORM DRAIN PLANS) 1 N + to 0 4 N u) I. + V) Lo 901 2 r-� rn 0 V) 10 +00.00 -- }— N20 °08 53 "W 9 t k, rn C'v 12 3� o� M 4' TYP J = J n (o O re) fltz �..t_) I Q QNi 0X N Njj W IS `° i w NN N C1 4 5 J _ Ozfp Nco s� c; M s t. N N C `42S 00 + 4' TYP V) + O N l4 � 35 34 NOTE "A ": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. (PRIVATE STREET) MOR AN LA 33 N" a6� �4 �4 \C2 , I i r (sF Ss N. 1•] 7 HORIZONTAL: 1"= In' . r ................. ...... :........................ ....................... ........ ... ............................... 336:...:. ����, ...............................:............................................ ....... :...:... :...:.......:... :...:336 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER LINE PROFILE CURVE TABLE CURVE INSTALL 313.2± L.F. INSTALL 169.4± L.F. DELTA TANGENT C1 8" PVC SEWER @ 0.35% 8" PVC SEWER ® 0.35 VERTICAL: 1 " =4' z�� � LLJ i ' i^I �� ~ I�O J�- � J LIJM0T c7 r, mwmacmo;� J OXIO O w OX LLJ; z z Z OZ O '6w.12WwUmzp ';- Q i LL U Z O O C) C5 — i O1 A (V N � `U d �� w °rn ° + cy) LLJ ¢ ri'3 oNi� ron zOmW=vo�� a LLJ O (o O] (n (V CV 1 � * .0- j . 356.356 I fn 1. %,..:. 0 � r' •'- � ............................... i LLJ :.............................................................. c�cn�x0zaQ00 z0x(?�wx mw LL APPROX/MA)F DESIGN GRADE ABOVE SEWER MAIN , . . . . . . . . . ------- - - - - -- -- . . . . . . . . . -. . -- ^_____ - _��_ - . . . . . . . . . . . . . . . . . . . . . . . . . . . ��� �y y �, . . . . . . . . . . ww0Owz <�>-cn ix o a� U o m a - 352 :. :... ... :......................... .......... :.................... ........................... ...- .....- ........... .352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348:.I fl: 1. :...:. :...:...:...:...: - : : ...:............ ...:...:........ ... :...:...:...:...:. .............x.....:...:....348 . III 344 :. ....... - .............................. ............................... SEE. NOTE : "A" . ............................... � :... :...:...: C . fl....... ... .............................I. .................... X1............344 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 340 :.I1... ...... ... ....... .. . .... ............................340 . r ................. ...... :........................ ....................... ........ ... ............................... 336:...:. ����, ...............................:............................................ ....... :...:... :...:.......:... :...:336 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 SEWER LINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 500.00' 183.45' 1 21'01'18" 92.77' C2 55.00' 86.47' 90'04'44" 55.08' cs W a W L N LL w w �_jED Ww3: w O a oav wo r °�� o rn 1 z wZOQ C) O comzZU1 W¢1 -p a¢zUFZ�wz_o rn L0 mm2 W-Z2 >--0n _ c) L13 � F m I= Q O' 0 C7 m W Z L r wSo, =E�rn=�z_m wcwnv�� O ti � } '**� N LIJM0T c7 r, mwmacmo;� i6 cM �Q2�ZzoO2S� �. Lu w °zao��� n ~�° Q�O��iO°zmw to 41 X O '6w.12WwUmzp ';- Q i LL x cnz��mFgOwxw I vJ Z owQww'wF -<n0 N a =00zWazozom W go�a�woz0 ¢ 06 W a) co Z v 0 o z0 §cn_9z> L zOmW=vo�� a LLJ tJ� N ypwmw U- oo z ¢ Z � M W W d o Z- 1- U p 0- o r° r CO � z2 Qf O Uwzz v— i� L'L E75 C14 ® r- cnwO =ZQUZO� z LLJ c�cn�x0zaQ00 z0x(?�wx mw LL mwO�Ww =wog L p }cwi 15F5�O'Ew co Q w 0 w w U? O< M ww0Owz <�>-cn ix o a� U o m a � _ -).,) s_I `NEER 4c b�q' 9- 00 w _> u j �' o z a J d z 491- w cj� Lo U D N < g ti a � H z 0U� �Qry Zoo 31 W O r7 N a W a ) r of fsl ` 3r Ln N 0 li N Uo Z LL O N Of 0 11 nATF 17 /'i(1 / ?nl4 PA JOB No. 13 -2750H E SHEET a Q O Ln OF 6 SHEETS W a W L N LL w w �_jED Ww3: w O a 2 ILL a L o t w H 4 0 w w a `NEER 4c b�q' 9- 00 w _> u j �' o z a J d z 491- w cj� Lo U D N < g ti a � H z 0U� �Qry Zoo 31 W O r7 N a W a ) r of fsl ` 3r Ln N 0 li N Uo Z LL O N Of 0 11 nATF 17 /'i(1 / ?nl4 PA JOB No. 13 -2750H E SHEET a Q O Ln OF 6 SHEETS CONSTRUCTION NOTES II INSTALL 185.0± L.F. ui 1NIJII II 0 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT I °w INSTALL SEWER � ! � O INSTALL STORM DRAIN a: 0 INSTALL STORM DRAIN MANHOLE �a INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY -- EX S - -- EXISTING SEWER - -EX SD EXISTING STORM DRAIN o� EXISTING EDGE OF PAVEMENT d- 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. WINDERMERE STREET (SEE PARCEL MAP 12100 SEWER —STORM DRAIN PLANS) I Fes-- I I =1 1�1 Inc Q O R1 h N V I � I uJ j Of I� IQ I I II INSTALL 185.0± L.F. ui 1NIJII II I j 8" PVC SEWER @ 0.35% I II I I Z 18 261 �IrI I °w 11 II 1Q` I t I t i I I I 1 i I 1 a t� t, t II�IQI ujl I I Icm II 38' 19 I, I i II1D, 5' III II I I II I I II I I II I I II I I it I I II I ( II I I I � I I lil INSTALL 100.0± L.F. INSTALL 266.7± L.F. re) INSTALL 185.0± L.F. 6" PVC SEWER ® 1.00% 8" PVC SEWER ® 0.36% j 8" PVC SEWER @ 0.35% 01 � �: vim D co Ui� �I � ! � O of uj a: ui n to i oi< N OIZ N CL O!Z cn Z 360 !�.................. W uj z J . . . . . . . . . . . . . . . �\ 0 ................. ®;� . o� :m ......................................... . ........m...................... d- .. .... :...� 0)IV . O� 0) . . . . . . . . . . . +jm . . . . . . . . . . . . . . . . v . i+Ii/1 I . Mtn a-- .0 356' ........ I ...... 352 :... : .............� 348 :.. ............. 3. . . - . -_ . . APPROXIMA 7E DESIGN : GRADE A80VE SEWER ,MAIN ------------------ . .- - - - -_- . -- _- \ Q . . �, po i,� ............ 9. i- .�, l- . . . . . . . . INSTALL 100.0± LF. 6" PVC SEWER @ 1.00% a v _N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' 00 re) Z , 0 O co O W...............360 ..................° n U W� LL N CL f W uj z J . . . . . . . . . . . . . . . �\ 0 w . . . . . . . . . . . . Y l m rm 344' ...:......... b:..:. . 9 +00 10 +00 11+00 12 +00 13 +00 SEWER LINE PROFILE :: :� �......... ............356 ...............352 :............348 :..... .................. :............ .......:....................344 4 +00 15 +00 16 +00 17 +00 0 LL paVO wOcn J z�mW wZ�W aimwU W T; t' j ��pF> =}c zdz L.11 CIO ,cp" W Lu °o Llj ono � Z d cnLL�'�OZ�c�i�ai� LZ-Tim O2 `�Zm '¢ " �� Z ~O�U�pu" 9¢ zUpws o o ' -°ozO 2onW QM m mom �z w ¢ 0 z1 "z2zmz �0o a 0 Ogp F75 w w w w ww>- >o - Zx Q� =oZ000m w LL - Z - co f- J n o ?y ¢¢ w Loa Z n¢ n�zn0LLJ< [rCnJpz> z ow -Uc QwF ¢w'x'c� 0)c pa 9tWwWoLuoQ< p�z�x azaF - w >ou� <T86Fm_2owQ0o LL m- Qzw�nw z azzzz- > U can w= Z Q v z z S a2i�o��Ia� 01- V) KU>� 0(nw Q_ _1 5 0 S�ZQOp Z Q - w < Q O x> n 0 os��wwxwpm wQnoz?