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1.2-7240 Phase 1 - 6 Record Drawing
r r REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: UUU PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE U �a0O woo m J Z O- W w Z W F w m Z F= a 0 ' t- O - � a aazU�z 0z0 iraiFwZca>°�°m¢ ►U--O��00J�UU g W H L Q Z co W a w=Ow=W tqU ixZoI-Uo~oU�OLLLpW(ow (n W awooc>UjV aZ:U LLJ Li pW W Zz�awzcrim p 0 xmzz 6600an0O8'Oa pLL. ZN 0pQJZOZWQzwwZjOVZxZvOW6 40W =a�a wm) = WQWnW0HN-9oNlE0§<3::Woz¢ WXW�Waw�U 00pm QX'W(n L - L! ��OOa maQd}LLJ UUP= z�Z�=0w0Qa i W�WZZp I- OazOaf-woo 0 LL WaNIYQZzz ZZZQ HAS S 4 < _j V) Z M 0�LLJ mO� LL�zm�rz- LLIowFnLu U w :Fc, W> E 9 -, WOU�Qp0< vaiws =ZU�ZoO Z O U= cz, W �ww= Q tn~ aJ oT, � mW JowUOa-_�- L>_1 Q_YZOwo �OZ `�=irF-aU>��� W�p� (nm c9cnwx�zaaOo af�wCITY OF AK RSFI LD CALIFORNIA -9T W dW ERz� Z' ca')z FE 1 LLw WO���0FW pw��wWmJZm BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 8902948" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. ' (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. - LEGAL DESCRIPTION: A PORTION OF PARCEL "A" OF LOT LINE ADJUSTMENT NO. 41-06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT NO. 0206218661 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 3, 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 SHEET INDEX O TITLE SHEET OO GENERAL NOTES 03 ALDRIDGE AVENUE ® CHATSWORTH AVENUE 05 CHRISTENSEN COURT WHITTAKER STREET CAVENDISH COURT © HAMMERSMITH DRIVE OO LONGHURST DRIVE KINGSBURY COURT ® NORTHAMPTON AVENUE OO WELLESLEY STREET KINGSBRIDGE STREET NEWBURY STREET 10 SUNNINGHILL AVENUE (STA. 10+00 — 21+00) 11 SUNNINGHILL AVENUE (STA. 21+00 — 24+01) PADDINGTON STREET AMBLESIDE COURT 12 GRAHAM PEAK DRIVE Q> DOWNHAM AVENUE BROCKBANK AVENUE 14 JACOB CREEK DRIVE 15 HANNAH LYN AVENUE 1s ELLA JANE WAY 17 CORNWALL STREET STOCKDALE HIGHWAY REC_ ORD DRAWING Fid )AsF_ + 0&jLy BY, FRED W. PORTER, RCE 33 M 448 EXP. GATE CORD � � _11_G .... _. . _ DRAV 4, BY:REED 'M PO ;�. l % P3�l ®5 � 48 XI DATE lef'CMO fv2 PHASE i J` FrZomrAae of FNASt 3 SAS SNows► Oki tEY MAP) of Lars 1-8` 38-61, 70- SZ cwty MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN w�oU--;-- n; 0:> U) S, Z' w m- CHECK AND INSPECTION FEE CALCULATIONS. TOP OF MANHOLE ELEVATION F- PURPOSES. a z LLI jOf (E,S,N,W)- Q oa 48 ¢ J 010 15 O 2 10,466 U a 3,029 LF TIE—IN STOCKDALE HIGHWAY EA ADJUST MANHOLES TO FINISH GRADE 48 EA 4" SEWER MAIN (LATERALS) 10,235 LF STORM DRAIN 0 30" R.C.P. STORM DRAIN 508 L.F. 24" R.C.P. STORM DRAIN 1,916 L.F. 18" R.C.P. STORM DRAIN 4,002 L.F. TYPE "A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES z EA. ADJUST MANHOLES TO FINISH GRADE 26 EA. OUTLET STRUCTURE 2 EA. UCKit 0 Lli EXISTING SEWER MAIN OR STORM DRAIN U 7w N D v YUCATAN a a PROJECT SITE mmmia CULIACAN ONEFLOWER 0 BEACH ASTER 0 a z KERN COUNTY WATER AGENCY j VICINITY MAP NO SCALE SHEET INDEX O TITLE SHEET OO GENERAL NOTES 03 ALDRIDGE AVENUE ® CHATSWORTH AVENUE 05 CHRISTENSEN COURT WHITTAKER STREET CAVENDISH COURT © HAMMERSMITH DRIVE OO LONGHURST DRIVE KINGSBURY COURT ® NORTHAMPTON AVENUE OO WELLESLEY STREET KINGSBRIDGE STREET NEWBURY STREET 10 SUNNINGHILL AVENUE (STA. 10+00 — 21+00) 11 SUNNINGHILL AVENUE (STA. 21+00 — 24+01) PADDINGTON STREET AMBLESIDE COURT 12 GRAHAM PEAK DRIVE Q> DOWNHAM AVENUE BROCKBANK AVENUE 14 JACOB CREEK DRIVE 15 HANNAH LYN AVENUE 1s ELLA JANE WAY 17 CORNWALL STREET STOCKDALE HIGHWAY REC_ ORD DRAWING Fid )AsF_ + 0&jLy BY, FRED W. PORTER, RCE 33 M 448 EXP. GATE CORD � � _11_G .... _. . _ DRAV 4, BY:REED 'M PO ;�. l % P3�l ®5 � 48 XI DATE lef'CMO fv2 PHASE i J` FrZomrAae of FNASt 3 SAS SNows► Oki tEY MAP) of Lars 1-8` 38-61, 70- SZ cwty MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN w�oU--;-- n; 0:> U) S, Z' w m- CHECK AND INSPECTION FEE CALCULATIONS. TOP OF MANHOLE ELEVATION NOT TO BE USED FOR BIDDING PURPOSES. PIPE INVERT ELEVATION SEWER (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) SEWER MANHOLE 48 EA SEWER CLEANOUT 15 EA 8" SEWER MAIN 10,466 LF 6" SEWER MAIN 3,029 LF TIE—IN 4 EA ADJUST MANHOLES TO FINISH GRADE 48 EA 4" SEWER MAIN (LATERALS) 10,235 LF STORM DRAIN 30" R.C.P. STORM DRAIN 508 L.F. 24" R.C.P. STORM DRAIN 1,916 L.F. 18" R.C.P. STORM DRAIN 4,002 L.F. TYPE "A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES 26 EA. ADJUST MANHOLES TO FINISH GRADE 26 EA. OUTLET STRUCTURE 2 EA. LEGEND NO_jJ OpWm zF--WQ�(nWu Lj w�oU--;-- n; 0:> U) S, Z' w m- TMH- TOP OF MANHOLE ELEVATION S-,wO-j '0 INV.- PIPE INVERT ELEVATION xx')O=o�wzU) ►-�a0- 0air (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) z P.V.C.- POLYVINYL CHLORIDE 0 = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY LLJ ALL LENGTHS PRIOR TO BIDDING THIS PROJECT o R.C.P.— REINFORCED CONCRETE PIPE R.G.J.— RUBBER GASKET JOINT o CB— CATCH—BASIN V)aa-')QunpLLJ(W ~o wZ LEGEND TENTATIVE zz 0 SHEET INDEX NUMBER 00 Q J F----------------------------��—L- © SS#12 SEWER MANHOLE W/NUMBER Q 0 CO#12 SEWER CLEANOUT W/NUMBER SD#12 STORM DRAIN MANHOLE W/NUMBER m UJ CB#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN OR STORM DRAIN Lli EXISTING SEWER MAIN OR STORM DRAIN UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 400-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG e -N- KEY MAP SCALE: 1'=200' cmN CITY RECORDS No. U _ Z coM O � ^) O ` (� V� O W z L� ACV Q>c�� �x co U)�� Z ca < E2 cn W �M 06 Z N O Qf0U)r'� Z N W M W _ N CO r1/ O O orf O 0 `V L NO_jJ OpWm zF--WQ�(nWu Lj w�oU--;-- n; 0:> U) S, Z' w m- " OwLLW=ZMCrI- i=mNpt-0E0 S-,wO-j '0 W cl. Q WOOF=ZUN U W Y J Q== Q xx')O=o�wzU) ►-�a0- 0air ' ^ J LL .. LLO W�mZO�zD O U W N F- U) z Z o a pp QW=D:Qm LLJ < -zN w z .0— rYr�oQQ zoI--n U W aW USzS2 >_ boinuo V)aa-')QunpLLJ(W PROPOSED DERREL'S MINI STORAGE TENTATIVE _TRACT I 6144 - TRACT 5963 F----------------------------��—L- e -N- KEY MAP SCALE: 1'=200' cmN CITY RECORDS No. U _ Z coM O � ^) O ` (� V� O W z L� ACV Q>c�� �x co U)�� Z ca < E2 cn W �M 06 Z N O Qf0U)r'� Z N W M W _ N CO r1/ O O orf O 0 `V L \NEER b/ 00 �L�o W > U U V O o- dam, of 7038 * S�P� U) bi0 W cl. CL LL w w Z O z = w m w LL WaW> a o o a \NEER b/ 00 �L�o W > U U V O o- dam, of 7038 * S�P� U) z O w DATE 7/14/20. PA JOB No. 14-2772 SHEET OF 17 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 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'!) 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 17.. 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 THEREOF) 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 ❑ 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 "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL 1. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD WASTE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 3. ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 4. DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON-SITE, THE PROJECT DEVELOPER/CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. 5.IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER/CONTRACTOR SHALL NOTIFY THE KERN COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO PUBLIC RESOURCES CODE §5097.98. 6. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. 7. DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING OFFICIAL. 8. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. 9. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. 10. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND IDENTIFY APPROPRIATE REMEDIAL MEASURES. 11. IF UNKNOWN WASTES OR SUSPECT MATERIALS ARE DISCOVERED DURING CONSTRUCTION BY THE CONTRACTOR, WHICH HE/SHE BELIEVES MAY INVOLVE HAZARDOUS WASTE/MATERIALS, THE CONTRACTOR SHALL: IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE/MATERIALS COORDINATOR. 12. IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND/OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND/OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL BE DETERMINED BY THE APPROPRIATE AGENCY WHICH MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: KERN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE PROPOSED PROJECT SITE. 13. IF ANY PG&E PIPELINE IS RUPTURED DURING GRADING, PG&E SHALL BE NOTIFIED AT (800) 743-5000, AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. 14. IF TRANSITE PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES AND REQUIREMENTS. TRANSITE PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. 15. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED BY WATERING WHEN WINDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POTENTIAL INHALATION OF SPORES CAUSING VALLEY FEVER. 16.IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT SITE, THE SUBDIVIDER IS RESPONSIBLE TO CONTACT THE DEPARTMENT OF CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL RESOURCES (DOGGR). THE SUBDIVIDER IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WALL REQUIRED BY DOGGR. SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.80 (B). 17. NO CONSTRUCTION SHALL OCCUR AT NIGHT, THEREFORE CONSTRUCTION SAFETY LIGHTING WILL NOT BE REQUIRED. U LL 0 ZL -00W ocn J ZO(an W W Lit ZLLl 11'- [i zO'sH02 - wiZOE,zRW2O '11620>°mw 82�tnuj2 wm=�:_;4j2=�z_m w=OW=waiU�ta zl-U~0aott2. aq¢'OzzUOw� Ow �cn W 2 za►=--¢RZ~moo z--��LL�0Z>.W a W 0 f] U U Q z U zz�WaWz�O°O 10- W I=I >"JOCJZxCn lr owQW��WF--cno CA _ W zZ����m g O a w W z o a p>_z2�tnJ0Z> z�mp W ¢I_00 <z pO�con�va zoWWWoW0Qa oaZa�w>o�Ix U=OUwIx--Zw1OO FL F-ZM a0cnU-)0 5 waw oWv w> U �q¢ cW�zHo Z�oWo�of c�cnt„x�z¢QOo zo UcnW �� �a0=>oJo� om�6WW=wom W a0�Z>�mQc= �W5ZpQ ca Mw ZI W WUOWzow>-w m cD OMI-F-5ILPUm¢ 7aL/o d- 0 U _ z M O � C/) O W z W cM Q U N- 0 Q 06 CO) U) 6 Y Z Q w 00 N W r CO 06 Z a)o cj Z `o W N M W _ v- N O C) C.0 O O `V L °o �d0 N 4 M w 3 > V �4, CO) o- dl, of /038 * S�P� U) z 1 0 w a 0 w � w z w = m Z w w w w W o a LL a o a °o �d0 N 4 M w 3 > V �4, CO) o- dl, of /038 * S�P� U) z 0 w DATE 7/14/2014 PA JOB No. 14-2772 SHEET 11 2 OF 17 SHEETS 1 CONSTRUCTION NOTES 04 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT @ 0.13% INSTALL SEWER Lo 133.8± L.F. 18" — = INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE J J INSTALL TYPE "A" CATCH–BASIN W PROPOSED WATER (SEE WATER PLANS) 39 w W — _ �p(n Q W _ V) 0, - - RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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 cn O Z = U Q M ir CONSTRUCT 38.1± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.13% PHASE %b 18" INV S=\ 346.82 18" INV N -S -E- 346.77 ALDRIDGE AVENUE INSTALL 75.7± L.F. 18" LENGTH DELTA TANGENT V) STORM DRAIN @ 0.13% 04'45'14" 20.75' Lo 133.8± L.F. 18" u� W �S?r�tg2�Zm �wr Lu �- (V 'non = ron r w V � J J STORM 11 to O _ U p�Op%pzO�a�+f)� ww}WmUvOi=aim U m z o V W O m U > N= >w 0 (n N oz O Z= 18" INV S=\ 346.82 18" INV N -S -E- 346.77 ALDRIDGE AVENUE 18" SD INV= 346.87 R& CURVE TABLE INSTALL 75.7± L.F. 18" LENGTH DELTA TANGENT CL -3 RCP w/RGJ STORM DRAIN @ 0.13% 04'45'14" 20.75' INSTALL 133.8± L.F. 18" L— uJ Z C W �S?r�tg2�Zm �wr Lu �- (V CL -3 RCP W/RGJ w� z O 9a000w�Nvwi3: r w V aoa�Q�r�=z U 5 �Zo STORM DRAIN @ 0.11% m O _ U p�Op%pzO�a�+f)� ww}WmUvOi=aim U V tl6 coFZom w > zOQo cc45W La > N= >w 0 (n N Z O Z= aza►-w> 86m,Z02022 e- F_ N= �/ O �=pW�WwoWLL a�vwi>¢Qwo Z vzom pZ pZ ^ CL to _ F=Q U> OF ZD=_V�_w=a�W �Qzo=>o�0.- QOQ W Wcl) - >}WFz�a)LmQvJ '- OmtnUC)>ZZ� W mwoWz_,-JWQ—p¢m 00 00 18" SD INV= 346.87 R& CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 500.00' 41.48' 04'45'14" 20.75' CONSTRUCT 30.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.83% 18" INV N= 347.02 INV= 43.72 18" INV S= 347.39 18" INV P N N CONSTRUCT 16± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 4.80% -N- HORIZONTAL: 1"=50' VERTICAL: 1'=4' D V W U lL LL D a V O w o w , Z a z W o w a v z ,lT2wma~o o wwmwzwOwmwo co z > mo (n p F-Om�VQ L— uJ Z C W �S?r�tg2�Zm �wr Lu �- (V O��FN�x2g, Z,, o~ O OF W M Q w� z O 9a000w�Nvwi3: r w V aoa�Q�r�=z U 5 �Zo QWooLL3oQ}U °'Q m O zzYawZ�mz0 Hoo-%6,206m 11- L (r} N p�Op%pzO�a�+f)� ww}WmUvOi=aim `i+ Z o z>O-z tl6 coFZom Q N W Mo0- N zOQo cc45W La Z zv���oWowW�oo ¢wFQwFrUpva 0 (n N ya0acn zoZ o�Z�=pW�aa co w W N� aza►-w> 86m,Z02022 e- F_ UF=--ZW�QU¢�W �/ O �=pW�WwoWLL a�vwi>¢Qwo LL.. O 04O vzom oz u< z�oWUoa�=� ^ CL to _ F=Q U> OF ZD=_V�_w=a�W �Qzo=>o�0.- QOQ W Wcl) - >}WFz�a)LmQvJ W OmtnUC)>ZZ� W mwoWz_,-JWQ—p¢m w W W 00W Z�y>-w m 1: 2 -N- HORIZONTAL: 1"=50' VERTICAL: 1'=4' D V U ui 72 N0 cnO .. S %i D O p z J +W Ow Otn C6 E\� 1\�i�.I Nit N N0 �N _ �tW r- d N r- �3 �Ei.l efi� . T r Lo to to 356 ......... ......... N � cn N N N U' o cn w N N N N cn N N APPROX/MA'TE DES/GN GRADE ABOVE' : . . . : . . . : . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,, 356 : SEWEf? AND .STORM DRAIN .; " ' ,z y ��� •---------_ . - ---- ----=- 352 :...: -------------=---- ---- '--- _ �__ ----------------,-------------------------------------- --�_____----------- ....... . ................................ . ., -- _________________ __-_____--_-_----_----_-___ ___ ____________________________________ ____-______---____-__�_-___ _ -- ----: -_ .:.. ; :...:...:... :...:...:...:...:... :...:�..:...:. = :...:...:...:...:...:... :...:...:...:...:...:...:...: :...:...:352 :...:...:...:...:...:...:...:...:...:...:...:...:.................................: .............: .......... 348:...:... ......... :...:...:...................: :...:...:...:...... ...........:...:.. - - - : :.............................................................: ....... :...:....348 18" lNy N -S, -E -W= .18".INV. N E -W= 18" INV W=S� 61 - 346.77 346.67 344 ; 346.52: : . . . : . . . : . . . : . . . : . . . . . . . . . . . . 'b �h s F, .. 344 ......... ..............: ....`..... :...:. �.�5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �'� . �,� ��� : . �2L rotij�� 340:.. . . . . � .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .rbnjk� R?CPs� o.... ................................ 340 INSTALL 342.4±'L.F. ' • INSTALL 342.4± L:F. INSTALL '234.4± L.F. 336 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8 PVC SEWER @ :0:35%. 8 PVC• SEWER @ 0.35% INSTALL 208.31 L.F. INSTALL' 100.0± L.F. 8' PVC SEWER @ 0:35% 8 PVC SEWER @• 0.40% 6" PVC SEWER @ 1.00% INSTALL •99.2±' L.F. 336 6" PVC SEWER @•1.00%.::.:::::.. :::: 332:.. - - � - - � � - �:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:.......:...:...:...:...:...:...:...: ................................ 10+00 11+00 12+00 ...........13+00...........14+00.........- 15+00 16+ 00.:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:........................................................332 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 PROFILE ,�- �/ Clv D J Q U) ui 0 F- U) 0 � a w cn H p w = W ui w 2 w LL W 0 U- a a a D J Q U) z 0 U) DATE 7/14/2014 PA JOB No. 14-2772 SHEET E N y� OF 17 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 0 INSTALL SEWER o _ _ = INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE RADIUS INSTALL TYPE "A" CATCH -BASIN W PROPOSED WATER (SEE WATER PLANS) o H f) W15 bcn OZ 00 00 cn N - - RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION oWw LJ0tn U U W 18" INV E= 346.19 Z-'+ 345.35 PHASE 1 & %3 CHATSWORTH AVENUE 1 18" INV W= 18" SD INV= 346.19 345.92 ... . \18" INV E_ 346.19 STORM DRAIN SECTION N.T.S. � r Im W Ft worn>_80 �oa w=azwpgwwWxwo of0)xwZU)>m_ < ►1- 0� U O J? y U Z =X: _j �igzm mwl -z�nw< wxow w �OI�i��' wa00-w9_wc9 OZ0-L- t:PI--FD zz�wawzzo c7��Omoo�00a Ww}>OUz=w(r wmw owawco�wFcno viF�ozwp�om oz§WOzoa O ZSM99Z> z W, a W F p a zoWw_WoWOza Oaza�w>puai� U=oWHZwQp� LLLLjzzm Lzzz_ Z aw 3W" >w U CL win LL O cnw�=zQwwom Z�OWOw E2D QJ�=�wwo~o o 0 w=� Z Q Q 0 o ZpSUtnW= W azo=>o�onK om0Hw=wOm >> wF--co D mov,- WoWW0za wwUOwz�can}� FmTwm -N- HORIZONTAL: 1"= 50' VERTICAL: 1"=4* INSTALL 167.1± L.F. 18" CL -3 RCP w RGJ STORM DRAIN @ 8:207. t- I� z Irz�-- 00 0 UWWk 0 0 U�- U� U•- IY� �WZ �J �J �rn W �W f5� �w p J J W -i F- tn 0 w zw to 0 cn 0 to 0 cn 0 V) Wo cn o z 3:OQ W(n 0Q 0 �a �a 0z 0a c0< JW _ 2 J Li naZD-� O�i�..II �� to 04 NO NCOi��iJl �V 03 W p3 stn N3 cow CO) r3 O� ON rn �%V) ccoo to nU) ON N W T_ N N N V) N 356......... .................. ±....................... ... ................................................. .. cn U)�'...................... ............................................ cn �...........................x'........ 356 /xXVAPPRO)(IMA TE DES/GN' GRADE ABO t2c ' . ._. ���oS�N%R ANp STORM ORAIN i . ��/ . .��.°3`?30------------------�------� _s_ . _ - ----- 352 :...:...: :...:...:...:...:.--- ------------------ .. ___��---------------=-________________ ..:...:...:...:. NIrw. :... __-____.____ $��� -__ T--- ----=----------------------- ---- :...:... :...:352 --- --- S _ --- - ............................... . ..:.................................................................... ........................... ........ i 348:....... ...... :...:...:....... :...:.......:...:... .................................................... ................................................................... ......................... ........ 348 ........ .......................................... .. L9 ..................-----.................... ................................................ ......................... ....... k.18� INV. N -W- . 18 INV'N-S-E= f . 344:...:... :...:...:...:...:...:.. ....................................3q :.. ...................o........................................................ :...:344 LJ CK". 340......... .... s............. .....................,y ����.......................................�; s.................���'.. ti�................................ ..�� `�A �\\..................... ........340 8 0 INSTALL 124.2± L•F. INSTALL 170:1± L.F. INSTALL 323.1± LF: INSTALL -167.1± L.F. INSTALL- 286.7± L.F.. iNSTAL•L 173.7± L.F. PVC. SEWER @ 0.35% ; 8. PVC :SEWER; @ 0. 5% 8 : PVC $EWER :@ ; ; ; ; 8 PVC SEWER O 9-35Y ; ; ; ; 8 PVC SEWER 0 �5 6 . PVC SEWER: @ 1.00% 336......................................................................................,s�qo�o..................................b;i81ro................................a.3s��..................................................:336 ................................................................................---........................................---...........................................•-•............................................ . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332:.......:.......:.......:.......:...:...........................:.......:...:.......................:.............:...........:............:...:...............:...:...........:................:...:.....................:...:332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE las t r%4 5E E0 U Z o M rn(o W z �� I"— w a M Q>v�a 0 LL Z Y Wm CV wx �; co W Z N O W Lu �M N C) (o orf 0 0 `V L 1 4 z 0 CURVE TABLE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. o o o o o o CURVE RADIUS LENGTH DELTA TANGENT Lo M M C1 500.00' 153.15' 17'32'59° 77.18' ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN.- ,� ,� ,�� ,�� w z o ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER = � J m FLOWLINE ANDA 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. p w U w p V) o w IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER z m o ('- 5�� m o Z �5'� ao z o LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. i1 w W F- W LL a o a CONSTRUCT 51.0± L.F. 18" CL -3 RCP w/RGJ CONSTRUCT 41.0± L.F. 18" STORM DRAIN @ 0.67% CONSTRUCT 17.2± L.F. 18" CL -3 RCP w/RGJ7r--345.85 NV N -E -W= 18" INV N -S -E= CL -3 RCP w/RGJ STORM DRAIN @ 0.83% 345.88 STORM DRAIN @ 1.80% 18" INV E= 346.19 Z-'+ 345.35 PHASE 1 & %3 CHATSWORTH AVENUE 1 18" INV W= 18" SD INV= 346.19 345.92 ... . \18" INV E_ 346.19 STORM DRAIN SECTION N.T.S. � r Im W Ft worn>_80 �oa w=azwpgwwWxwo of0)xwZU)>m_ < ►1- 0� U O J? y U Z =X: _j �igzm mwl -z�nw< wxow w �OI�i��' wa00-w9_wc9 OZ0-L- t:PI--FD zz�wawzzo c7��Omoo�00a Ww}>OUz=w(r wmw owawco�wFcno viF�ozwp�om oz§WOzoa O ZSM99Z> z W, a W F p a zoWw_WoWOza Oaza�w>puai� U=oWHZwQp� LLLLjzzm Lzzz_ Z aw 3W" >w U CL win LL O cnw�=zQwwom Z�OWOw E2D QJ�=�wwo~o o 0 w=� Z Q Q 0 o ZpSUtnW= W azo=>o�onK om0Hw=wOm >> wF--co D mov,- WoWW0za wwUOwz�can}� FmTwm -N- HORIZONTAL: 1"= 50' VERTICAL: 1"=4* INSTALL 167.1± L.F. 18" CL -3 RCP w RGJ STORM DRAIN @ 8:207. t- I� z Irz�-- 00 0 UWWk 0 0 U�- U� U•- IY� �WZ �J �J �rn W �W f5� �w p J J W -i F- tn 0 w zw to 0 cn 0 to 0 cn 0 V) Wo cn o z 3:OQ W(n 0Q 0 �a �a 0z 0a c0< JW _ 2 J Li naZD-� O�i�..II �� to 04 NO NCOi��iJl �V 03 W p3 stn N3 cow CO) r3 O� ON rn �%V) ccoo to nU) ON N W T_ N N N V) N 356......... .................. ±....................... ... ................................................. .. cn U)�'...................... ............................................ cn �...........................x'........ 356 /xXVAPPRO)(IMA TE DES/GN' GRADE ABO t2c ' . ._. ���oS�N%R ANp STORM ORAIN i . ��/ . .��.°3`?30------------------�------� _s_ . _ - ----- 352 :...:...: :...:...:...:...:.--- ------------------ .. ___��---------------=-________________ ..:...:...:...:. 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INSTALL SEWER 352: Naw INSTALL STORM DRAIN _ = ® INSTALL STORM DRAIN MANHOLE 0 INSTALL TYPE "A" CATCH—BASIN N N PROPOSED WATER (SEE WATER PLANS) W — — RIGHT—OF—WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION 0 �iU0 M M 00 /6-C N N 15 —64- + 12. V) rn _-_4 7; _- co 11+s7. I O I 0 0o N04'36 04 L — N I ++ Icl 0' 30' 1 1201 20 101 I � 1 LO I I I i z '— I J W F- _ z w Z z>V) QQW 2 w 1-7 PHASE 4 2 65 1 (o CHRISTENSEN COURT HORIZONTAL: 1"=50' VERTICAL: 1"=4' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. 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INSTALL 145± L.F. 18" 18" CL -3 RCP w/RGJ CL -3 RCP w RGJ STORM DRAIN ® 0.11% STORM DRAIN 0 0.11% F- O F- & Z mZ Z wZ U�U QOOa00 U�kU 0 o w L`0 w LL -FA o w o w HORIZONTAL: 1"=50' U) 0 z 0 Ww ww m ww z o z 0 VERTICAL: 1"=4' UQ Ua NOw�Ow Ua Ua O2 O� JwcnJwr Om O� 00o zapoap ow o0 0 0� W 0W 0 r 000uj N O+)N O 0 w0 w NN N C7 O cnen O N LO cn 356..... .. .....................r ± .............cn ..........356 :APPROX/MA TE DES/GN GRADE ABO I!E �� �A 3 �,y �/ . x, : SEWER AND STORM RA/N : :Sys ° �,• : 352* --�� --- --------=-------------- ---- – �� :...:352 ax--------- �_____, ..... . 348:...:.. :...:...:348 . . . . 8".INV N -W= . . . . . . . . . . . . . 1$"• INV N_•S= . . . . . . . . . . q$" iN.V.S-W= 3*02T 346.37 346.52 344....... .........s ............ .................. ...........344 . . . . . . . . . . . .&y . . . . . . . . . . . . . . /2 . . . . . . . . . - � � � 340 340* ..`��� .. 'tip... :...:... `�R.`s, .:...:.� >x`�... ?90`: .:... INSTALL 15x5± L.F. 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Lu W w w w w Z z = CL J } m Z w W W F- LLw W o a 0 a DATE 7/14/2014 N PA JOB No. 14-2772 SHEET E 0 a E N OF 17 SHEETS z 0 Lu w DATE 7/14/2014 N PA JOB No. 14-2772 SHEET E 0 a E N OF 17 SHEETS CONSTRUCTION NOTES s0 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 380.22' INSTALL SEWER W a _ _ = INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE ' INSTALL TYPE "A" CATCH -BASIN W PROPOSED WATER (SEE WATER PLANS) t 0��� - - RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION \ i) N 0 Z =Z N �o o 10 \ \ 49 10+00.0 48`ui 9X9 \ 47 46 J OZ = CD co M a 11 n 0 V G S00'30'12"W Lo K N r i 4' TYP• + V) N 45 PHASE 1 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. 12 20' U � OW J O ZZ U < ) CDN N LONGHURST DRIVE INSTALL 27.3± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% INSTALL 236.8± L.F. 24" INSTALL 17.2± L.F. 18" CL -3 RCP w RGJ STORM DRAIN 0 8:29. CL -3 RCP w/RGJ STORM DRAIN ® 1.87% UT UF-O Hrn H� et C9 D :3M D DL 0W �J �J �J �J� mW VO cn_ cnO U)O NO UO p= pZ oz oz pZ UQ UQ Ua Ua Ua UD HORIZONTAL: 1"=50' oq rn r N N VERTICAL: 1"=4' O O M OD to W to0 CO + M 0))N O N NN N 3 356;...;.. ;;.......;:....................`� ; .........;356 .... ..k...... TE DES/GN GRADE k�� �A�ARPROXIIV14 VE SEWER AND STORM DRAIN 'y�sy\; ��� ; ; :352 352 :...:S� ti, . ��..... ... . ----=-----------=-------------------�-� - �`� 348....... ..............::..................:. .........348 1$" INV S= 18" INV N -E -W= ; 346.19 ....... .........................345.85...... ............ . 18" INV N -S -E= 24" INV S-- 34424" INV 'N -W= . . . . . . . . . . . . . . : 345-35 ..... . 3 9 ..: 344 3+S.41 340:...:.......... �i .. .....�........... ;ti 340 49F L �. 336...3:.. .......: :...:...:...:336 ,....................... INSTALL 259.2±' L.F. 8 PVC SEWER 0.0.35%- 332:.......:...:...:...:...:........................................332 10+00 11+00 12+00 13+00 PROFILE 5 ss 4 4? ocn J oz:c a< to 0 0 m O) 0) 0 0) N v to I- co •ti2�'+- ao F- == j W W j Nr � J f5 J � J `� J J = Z = Z = Z = o U Q U� U Q U a U Q " , In 2 d- M O HORIZONTAL: 1"=50' O w00 0 w cl o ,00 VERTICAL: 1"=4' OOi ON N nN 00W O+iN N NN M _MN (N � N .N 0 356;.. .;. ;...;...;.. ( NN o... ........ ,356 >,............................... .......... .APPROX/MA; TE DE,77GN G(?ADE : 352 ..... BOVE; SEWER AND ;STORM DRAIN �� �' ,�)`'. . . . . " �' ,�,y . : . . . 352 --------------- ---------- ------ 'so, yo O�,yg'� --- ------------_ �',�_---------------------r---------- 348:...;.;......... ............;.......; ....................... ..........348 24" INV S4 344--S+ 344* ..........:. ..... - " 344.57 - 24" INV N -w=. 344 1�' ^44-(oo ....:. . .. ........................... :...:...:... //�...:...: : : 340:...:. .............................lb ............ ..........340 . . . . . . . . . . . . . . . . . . . 'O 8i lb 14� 336:...:. :...:...:...:................ .... ....u..................: ..........336 INSTALL •231.4± L.F. INSTALL 162.4±' L.F. 6 PVC SEWER @ t-:66% 8 PVC SEWER ®$ 5%• ............................. ............................ 36/9 .. 332.................................................................................332 10+00 11+00 12+00 13+00 14+00 PROFILE ww LJJ W U) UJ PHASE 1 KINGSBURY COURT INSTALL 166.4± LF. 24" CL -3 RCP w RGJ STORM DRAIN @ 0:�6% 0 f /• 00 M r N CURVE TABLE CURVE I RADIUS I LENGTH N33 TANGENT Cl 1 1010.00' 380.22' V 1=�='N • W a LL WZ w 0 W cn = J W m W (� I 44 II II ' U H 1 z ova O O W � z °0a O Uo :'( Z H>N o ��� QQUJ 0)04� +U U) NIM T- N N .- 3 LONGHURST DRIVE INSTALL 27.3± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.11% INSTALL 236.8± L.F. 24" INSTALL 17.2± L.F. 18" CL -3 RCP w RGJ STORM DRAIN 0 8:29. CL -3 RCP w/RGJ STORM DRAIN ® 1.87% UT UF-O Hrn H� et C9 D :3M D DL 0W �J �J �J �J� mW VO cn_ cnO U)O NO UO p= pZ oz oz pZ UQ UQ Ua Ua Ua UD HORIZONTAL: 1"=50' oq rn r N N VERTICAL: 1"=4' O O M OD to W to0 CO + M 0))N O N NN N 3 356;...;.. ;;.......;:....................`� ; .........;356 .... ..k...... TE DES/GN GRADE k�� �A�ARPROXIIV14 VE SEWER AND STORM DRAIN 'y�sy\; ��� ; ; :352 352 :...:S� ti, . ��..... ... . ----=-----------=-------------------�-� - �`� 348....... ..............::..................:. .........348 1$" INV S= 18" INV N -E -W= ; 346.19 ....... .........................345.85...... ............ . 18" INV N -S -E= 24" INV S-- 34424" INV 'N -W= . . . . . . . . . . . . . . : 345-35 ..... . 3 9 ..: 344 3+S.41 340:...:.......... �i .. .....�........... ;ti 340 49F L �. 336...3:.. .......: :...:...:...:336 ,....................... INSTALL 259.2±' L.F. 8 PVC SEWER 0.0.35%- 332:.......:...:...:...:...:........................................332 10+00 11+00 12+00 13+00 PROFILE 5 ss 4 4? ocn J oz:c a< to 0 0 m O) 0) 0 0) N v to I- co •ti2�'+- ao F- == j W W j Nr � J f5 J � J `� J J = Z = Z = Z = o U Q U� U Q U a U Q " , In 2 d- M O HORIZONTAL: 1"=50' O w00 0 w cl o ,00 VERTICAL: 1"=4' OOi ON N nN 00W O+iN N NN M _MN (N � N .N 0 356;.. .;. ;...;...;.. ( NN o... ........ ,356 >,............................... .......... .APPROX/MA; TE DE,77GN G(?ADE : 352 ..... BOVE; SEWER AND ;STORM DRAIN �� �' ,�)`'. . . . . " �' ,�,y . : . . . 352 --------------- ---------- ------ 'so, yo O�,yg'� --- ------------_ �',�_---------------------r---------- 348:...;.;......... ............;.......; ....................... ..........348 24" INV S4 344--S+ 344* ..........:. ..... - " 344.57 - 24" INV N -w=. 344 1�' ^44-(oo ....:. . .. ........................... :...:...:... //�...:...: : : 340:...:. .............................lb ............ ..........340 . . . . . . . . . . . . . . . . . . . 'O 8i lb 14� 336:...:. :...:...:...:................ .... ....u..................: ..........336 INSTALL •231.4± L.F. INSTALL 162.4±' L.F. 6 PVC SEWER @ t-:66% 8 PVC SEWER ®$ 5%• ............................. ............................ 36/9 .. 332.................................................................................332 10+00 11+00 12+00 13+00 14+00 PROFILE ww LJJ W U) UJ PHASE 1 KINGSBURY COURT INSTALL 166.4± LF. 24" CL -3 RCP w RGJ STORM DRAIN @ 0:�6% 0 f /• 00 M r N CURVE TABLE CURVE I RADIUS I LENGTH I DELTA TANGENT Cl 1 1010.00' 380.22' 1 21'34'09" 1 192.39' 46 U_ naLL so wom zO%W wZWg v mwow2"l:pp w-M,OFF�ZaZ maiswZOjm ¢ oo oo�`j10 zW���ZNWZQ o'-owowAmo w�o w z(I m w ¢ 0 0 m oz°- � z&,"fzo o w � 2� 8 Q m U CgWYW2wn mzo w W 1 > O V Z 2 m wu-�z - w cn+=- oo�a�w,0L1zoa p�ZO�(n�OZ> ¢ W 0� W= U p UO .w ZOwWMtw8zQ QWoZ=Wozz- UF= -Z W �z¢U¢pw LLZ-[n�a-Zzg 0zEww> wv pw ZQwwocpi� ¢ J O= U O a o�� fA=ir~aU>2 po C7cnw=�Z¢QOp Z p = VOWS w ¢O� >QLLz- O<oo W wp)J�DO m w o w w U Z 0> m 2 2�a. a= 0� W Z 0 U z o M c/) o LL! z L- w � j a (N Quo U �0 U)°) LL V) 0 (1) Z Y QN M W N o2S z w o � CD 05 � N W Z � M W _ �--� N C) C° 0 `V CL L O-)� 0 z � a 0 W a LL WZ w 0 W cn = J W m W a' LL W o (Lon LL ¢ W 0 DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS z 0 Lu DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS CURVE TABLE o w o v, CONSTRUCTION NOTES - - RIGHT-OF-WAY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ` o N CURVE RADIUS LENGTH DELTA TANGENT 06 o6 a Z wow ¢ V 06 oo z -w w Z'` Im z 0O INSTALL SEWER MANHOLE C1 500.00' 140.02' 16'02'43" 70.47' _ '� W m = z I-' w a' o _ c� EXISTING SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. _ , " , M "� o J �- o 0 a M '`� "� C2 1300.00 796.73 35'06 53 411.32 II II a a z o'= z z 0 o rn Lo © INSTALL SEWER CLEANOUT - - - - - II II r` J J w = Q z N 0 w m � i= U - - - - = EXISTING STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER J J p w z > a c4 O INSTALL SEWER T EXISTING UNDERGROUND TELEPHONE LINES FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. o m � 5.71' a m W _ _ Z m W Z E ti 5.89-1-4.18 w o cU �` w o cU y;;; 31 �- �- o N - _ = INSTALL STORM DRAIN '�' '�' EXISTING EDGE OF PAVEMENT IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER o z o z ; LL w c� LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. z W 0 Q U ® INSTALL STORM DRAIN MANHOLE SD STORM DRAIN STATION 9 a'o 0 oz z c' w o INSTALL TYPE A CATCH -BASIN a o o Z - 0 O N XX »» SS SANITARY SEWER STATION Q 0 aw x� K� z w z V O U aha i•-�=- W PROPOSED WATER (SEE WATER PLANS) ( ) REPRESENTS EXISTING ELEVATION w w W z ai m z o ♦^ °� sn L� m zzoaa z0�o vl (' N » in-z3:L-JW =w � Z CONSTRUCT 26.2± L.F. 18 owZ>o�Z��o w m CONSTRUCT 25.9± L.F. 18"» CL -3 RCP w/RGJ = Q z z W Q w N CL -3 RCP w RGJ co 18 INV S -W= mt§z<ZW.owlm Z o / STORM DRAIN ®0.19% oo�a��ozoQ _ STORM DRAIN ® 0.19% 344.32 0� z o w o z> z�o�0=cai~Uwo N c6awoF wow oza LLQ Z j M 001 - co c6 cO 4 �t rn M ygMM111-00 SF �RFRSMi cn ry 0 FSyI'F oo= T ui 20• 3�/ *6 002 o, w �cn cn cn Q �/ 14 x �+ 13 U D OU W O LOW Z oui Q 0002 2 O r- _ 1n + 0w N +' > d" of cn 0 o') U_ � � w CONSTRUCT 41.5± L.F. 18' CL -3 RCP w/RGJ STORM DRAIN ® 0.19% X33 h X 1 i r• 18" INV N= 24" INV N= 18" SD INV= 18" INV N= zo a z a i_- . w > o m m w 18" INV S -E= 344.70 342.43 344.34 344.37 _ 0 z� Z W a o o N co 344.65 30" INV E= 6" SWR INV= LLZ?m�aWZZLL o 18" SD INV= 8" SWR INV= waw�c��ffi oOLLL N II�--M 11 04 341.93 341.08 a�w a uwv�_o 0 344.67 341.40 j� jN Z�oWz¢w=F STORM DRAIN SECTION ~� w �� STORM RAIN SECTIO Q Q _ W W 2o N N.T.S. C-4 cn 'o U) �+ N.T.S. zo=vww=a0w oZ = OZ = 9 z 1 2 5 >O_ J LL �) Q z 9 w 0 O Z� �w xw0 Q oma►- wN�-m .- waoow> co 11 cq occo Nc(C� 47 mmoozF?Zam II �- JO�w=W �0000o NNLL 46 M wwvowz��}vii N =xDixm:o z� ^U� pE-rn rnc� � ocn0 ++ ++W cA + 11 F- o iv cn rn rn ,� O O a N JO J Hj IIF-tn II H-�p aoC9 � Z ozm �pz �� NNS k � d' p%Q �k rte) �k Z J O m W O Z vC� Q D cn - _ v� �riOZ oz0 ��0 ��0 o?CL ww ^Z C) JO � M U) re) �� "0< p= ONp ocnp Up ui0= Uw °0 �ricc 0, OU Q OZ Z pZ Z (n 8U z o INN o NN' 45 ' OQ OQ -� g 34 00 0 �,o � ::U � �U J � o rn w, m co ++ �' ++ CD 48 00 N O cr to N U 00000 N$ rn (n rn N t4 ao Oo r- 44 1� 5 1 n w- ui C4 d* co r: r w � o W %17 rn 10 ♦ o vi + vii cn 101 • h� 35 �� �� a I. �� ° M m m � �� �` � 3 43 N kZa25 rn r 36 cn cn N 3 -1 cn 42 37 cn cn co ' 41 w SQ 0 ! 0 38 39 40 o,i� - �' - v°' 1 ' 20 20' 1 N 4 TYP.- - o Zo 00 00 49 + + + N j� o o YL v' N C N?8 SD'26" M + - - - N W Ul U 50 0 72, 81 52 � 14= � � 17- �• / vl o+ + 3j 52 o N . X35 M 5 -- _ _ S N56'1 00 E N' - �\\ 3Z2 Z O U p Q 4' TYP• + s 14+34.95 N C c N 61'57 01 E 16+62.26 • - N N `� �[I co z QZ o -- - -- - - w 1 �\ VA NCn N+" 11cocl, _M Qt t 0) 00 2 cn?� +N 10 o i N `° m t N o N 3 N(n N 36' 1 F- rn 9 22' 12• 22 i cn V) j W 4 .A 8 7 6 �z �Z 5 Ua i, tmia oU< Jw LYWW UWP UJ W0 C14 = 04 C-4 Co co �- 00 Z (n N ° W ' `n co , 0 CONSTRUCT 51.6± L.F. 18" + � Y W 5 �O + \ COO W o CL -3 RCP w/RGJ �3 � PHASE .3 & � 3 STORM DRAIN @ 0.93% A N 18" INV E= 344.30 18" INV W= 24 INV N -S= 18 SD INV- 344.70 NORTHAMPTON AVENUE HORIZONTAL: 1"=50' 342.45 344.31 VERTICAL: 1"=4' 18" INV E -W= 8" SWR INV=INSTALL 274.9± L.F. 18" INSTALL 167.4± L.F. 30" INSTALL 165.8± L.F. 30" 344.22 338.45 CL -3 RCP w RGJ STORM DRAIN @ 81-29% CL -3 RCP w RGJ STORM DRAIN @ 0.08% CL -3 RCP w RGJ STORM DRAIN ® 0.08% STORM DRAIN SECTION �� v°r° v ��' v Uc � za% vo vN v� UN v� vN v ry N.T.S. o O > O > > O O O O O O O W W J W fr= j � j f5 W W W W W w j N 0 cn 0 rn 0 to 0 cn O cn O cn 0 cn 0 to 0 ua 0 cn 0 cn 0 (n O 2 Z Z Z Z Z Z Z Z Z Z Z Z= Z= Z Z Z O= O= Oz 0z Oa Oa o= o= O= OZ OZ o= Oa 0 U Z U Z U Q U Z U w U W U Z U Z U Z U U U Z U w a a J J a Q a s a a J 02 02 coN� NU OD v •-2 ao� coM P, coo d�� �� 1l1 O. x w ci o o o Ln ao co cc o m Lf) .= 00 cG cfl (� 16 0 � (V o t0 OD 0 O Oyu d' ! +(n 04 N (0 ulvi co �J Nuj N OD Neil 1* M +W ..I..W M +W +W +W + +W + +W + +w +W OV) cn ` v to Ln N ul (n (C a w N 00 OD to 0) !a o cn •- co 'W 0 Lo N cn 0 cn 356......... ....................N ......... ! N .....�'.o.............cn.....`� `�w.................. . .�........................� �0................�' ..... m �' Q �' 0 356 ....... ....................... .... Af?PROX/YA TE QES/GN• GRADS 352 : : ��o� . : : : : .�,' : ABOIiE SEWER AND STORM DRAIN : : : : : : : : : : : : : : /�g. �, �����• �� :...:...:352 . ---- �o� ---------------- .����,�. . . . . . . . . . . . ���� �/�q.----------- 9' A ---0•'�oti�� :...:...: :...:...:...:...:. ------ .-_ - -----_-----=-.----: ---. -_ _ __-_-°� --- 3 - �o::.. ,goo ... ____ ��o - __-----___�r---�`- -��-----------------� ----- ...:. :...:...:...:. l ---_ - --- ------ -- ------------------- 348 ------------.-- - -. - ------ -----: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348......... ........................................................... ...... ............... ...... ............. . ....................... ........................ .... ................. .................348 ......... ........................................................... ............ . ........................ ......................... ..... ................ ................. 344:...:... .....:............. ......... �................... 18'�INV* S -=E= ....... ...� ....... .... .....18"•fNVS-W= ....................... ..................:...:. ... ..........:.a�.. .................344 3¢¢ ab ��f���X4.02 343 INV N= 30" INV E_ l 42.40 �3 3-s� 341.9 s� A ALL°. ya�� s1 30" INV E -W- s � Z� 30 tNV S -W= 340 :.. �����..: :sR �`��` : . . . : . . . �� :. :...:...: :...:...:...:...:...:...:...:tea% . :...: a ����... :.. :. �tii� :.. :...:...:...:.. 34i.�7.:. :...:...:...:. ` � :...... ................ ...... ........:340 R �4 a �' ,�... .............. ..... ......... : :...:..._ �4/ 336:........ ..:........ :...:...:.:...:...:...:............... :...:.................. :... ...:.. :.......: ��� �� . : 3. �ti F\� ..:...:...:.. \�s�'� ........................... �,,... �i ................................. 336 a� : : : : : : �A Aft ......... .............................................................. ... ...... ..... .............. INSTALL 135.7± L.F. INSTALL 284.5± LF. INSTALL 100.0± : L.F. INSTALL 100.0± L:F. INSTALL 158.8± L.F. INSTALL 198.3± :L. F. INSTALL: 115.4 L.F. .8 PVC SEWER ®0.35% 8 PVC SEWER ® 0.39•% 6 PVC SEWER ® •1.00% • 6 PVC SEWER ®1.00% S PVC SEWER ®935% 8 PUC SEWER ®5% • 6 PVC SEWER ®1.00% 332:...:...: :...::.......................................................................................o•%Iu�b.......................o#>�................................. :332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 00 bid N a w _> U U U of /938 Z' N w Z LLQ z -w w ® Q Q CL 7 Z CL: x 0 W '..� C LCL ,itO 0U) �- � N Q 06 i w 0 0� (,� 0 0- w Q z LL' w U) 0 PROFILE�- U) z 0 ui 0 Q w 0 � a LL co WZ w = a. 0 m > W W w Waw o LL a o a 00 bid N a w _> U U U of /938 Z' N w Z LLQ z -w w ® Q Q CL 7 Z CL: x 0 W '..� C LCL ,itO 0U) �- � N Q 06 i w 0 0� (,� 0 0- w Q z LL' w U) 0 PROFILE�- U) z 0 0 w DATE 7/14/2014 j PA JOB No.' 14-2772 SHEET OF 17 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT ¢ 00 INSTALL SEWER O+O o INSTALL STORM DRAIN — _ = ® INSTALL STORM DRAIN MANHOLE I.R., INSTALL TYPE "A" CATCH -BASIN a- PROPOSED WATER (SEE WATER PLANS) W III -- r O N OZ v0 U M M O 0 "'Lo + + 0 0 OZ �Z W U O U n O ur) +M o) 3 rn V m (n rr _ Q c �rri -0 m O 00 Z i - - RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. JSTALL PIPE SADDLE PER C.O.B. STD. DETAIL D-9 PHASE 1 & 95 WELLESLEY HORIZONTAL: 1"=50' VERTICAL: 1"=4' I� l I I II II II II II I Ij II I l I.:ow Jo= Nm LLJ I."orn _j O Z Ocn 0 �Q 0 W ¢ 00 � 0 _� U O+O o O�Q ' (n (j)W O N Z w O a' to cn a- 0 0 X W m � 0)i ± cn Z W w II � w co a 0 z UJ I LL w U) g o o I � it II II I I I it ---------------- - ----------- I I - _00 II M (V N ' 0-w II + I 112- I10+00.00 I II EXISTING IMPROVEMENTS i° N o �I--- --------- I I I II II I `I I� i i 8 III II O �I Dov D ;u�r m m fTl _u D W n PHASE �`5 7 I 11 I I O I 1 1 I II II I 1 I .1w 1 (n O ITI (n m = mC rT1rn-0 0o Z KINGSBRIDGE STREE INSTALL 17.4± L.F. 24" CL -3 RCP w/RGJ STORM DRAIN @ 0.74% INSTALL 26.2± L.F. 18" 019% INSTALL 269.4± L.F. 24" STORM DRAIN @ 0.1 CL -3 RCP w . CL -3 RCP w RGJ STORM DRAIN @ 0.74% ! 00 F- O F- O H S ! H OWw to-OO_ N DW c 00 uj M. ZO ZOZ= ZO Z= rnQ O�i�.I ZO 2 = Z Z 3 z= CAI N v¢ 0 omom ! 'm N �" O I� r-ce- U' 0M cpm$ 0yjN(n coo 0))� N i= �3 0) 3 rncn oso +W + Li _ W W ±� N O (n 0 N O N cn 356........ ... o ......................................... 0.. .....356 356........... .............. . . . . . . j . . % . . . . APPROXIMA TE DESIGN GRADE APPROX/M TE DES/GN GRADE 352:...:...: ,�e�°`' �A ABOVE SEWER AND STORM DRAIN � Tey �% �, 352 352 ��� ABO SEWER MA/N 352 ----------------------- . : -----------------------1 ��c- s.-_... T. ..-.-...-- . .................... i .. ..... ........... .............. ........ "-- 348....... . ........................................: .....348 348........... ............. .............. .....348 ....... 18"INNS-.W- ................... ..... ...........II.............. .344.32-.( I 344 :...,s" INV ►�_ .................. . :. .344 344 ........:.. II.............. ......... �4 ... ....: 34 X44.37 .18" �INV�E-W= . 24" INV S -E= 30" INV E_ 344.22 3'44.54- . �..�, �`��� 24":INV.N_S_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I. . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . 24" INV N= 342.56 ���� I I. 340:...:... ', ...... 3 :. 340 340 I I' ... ' ... ' ... �'•� 340 �' 3�42.�4 d . . . 6 d'. .. ... ... ....... ..............�'' .. . . .. ........... I. I....... _ �� -- 336 :...:.r �`'� : 33 G :...:...:...:...:...:...:...:.. � q. 39s . i . . . �,, M 8�":. a.: 336 336 :..........:.8.... : ti� .:.... � .. ....:336 1NSTALL 288:4± L.F.' �t 8 . PVC SEWER. @ 0.35% ................................................................. ................?3.. ................ INSTALL 99.9± L.F. 8: PVC :SEWER: @ 0.25% ......332 332* ...:...:...:...:.................................... .........332 332................... ....: .. 10+00 11+00 12+00 13+00 10+00 11+00 12+00 PROFILE NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF PROFILE 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. �z HORIZONTAL: 1"=50' " -H N O 0 0 V_ R W cn 0- 0 W 0 PHASE 8's M LLJ Z O00 = z g a. W F - Q Z LLJ= �Q LJ (n jr Q W _� U Ld .Z 1 I I L I I I 1 I VERTICAL: 1 =4 INSTALL 117.3± L.F. 30" CL -3 RCP w RGJ STORM DRAIN @ 0.09% Onw -1 MJ Nm VN U� to � = c; _ O +a Oa 00 ZO ZO cnw Np �� UQ Ucn q tri R rM m 0:2 W W O N X ``' + +O cn W .- cn N s �a � n N 356........... .. ........... .............N o.. ...356 4 xx ���� APPROX/M.4 TE DESIGN GRADE s,� _-- ���_ ABOVE SEWEII? AND STORM DRAIN 352 ........... - ..------�--- � a��'` °��352 348:.......:.. 11.:...:...:. :...:...:...:.. :348 :..........II.. .......... ........... G I� . '•`�s. Fes` 18" INV W= (341.49) 4 344' ...:...... - :.. 344 (. 36" INV E= 341.49 30" INV S -W= I' 30" INV N= •30" INV- N- 340 . . . . . . . . . . . I. i. . . . . . . (34:1.49) (341.55. 340 ........... I.I........ .... .............. 336 ......... I - ................... ati .. 336 LJ3 Lo L : : : : .33,x\\ 9.q sr : INSTALL 104.8± L.F. 332: . . . . . . . . . . . : . . . . . . . . . . . . . .8 PVC. SEWER @ 0.35% . . . . . . 332 10+00 11+00 12+00 NOTE: CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF PROFILE 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. v a IOL w0(D z�wW wZW� uJmwv,wWZ, Q'J zrl- >_po a¢zokz9W=p mai=wv,o�mu,i-- Fm-OR'�OUZoJjUU wwz�wQ zoo=`=oluta�� HQ�w� `noF-po, =OWUotwn � z 3w z0 ui w U m iTYWw� pQpzQ zz�aa.zzo�� C9�30mOp�pn. ww>.jpUZxcxi�� =Qo ;V�ZZP ai_xozW000m Mz-� 2E oO�a�WWzoa o� z a g wW - 2 Z> Q w p x W x U p o w Zpw Ww�-�OZQ OEzwxOwo<w QuaOzxUOzzO VFx-z u. WmUtQzO UZ� QZ pFV wZQowU-wwZZLL �Q> QZ U pp gwW-0pcnwxQ82 dO d 0xF0 m=W�aVj�0� C9v�wx�za¢po Z o x L> 0 x � W �za0=o1pcu; r owI� W lnJoaO waU'ouw,>w0 = O } v � � O � � w Qw�W W(J)ZOjm W W U o W zxFDxmocn}� HORIZONTAL: 1"=50' VERTICAL: 1"=4' U Z 0 M U) 0 .T O W z E-7 04 Q >V-- U -0(0 v1 a) X �� U) a Z Y Q w °° N UJI wx W M W Z w O � L W Z c co W �--� N Cfl 0 (D O O `V L , � - _7d �l- [)� %4L% U) Q 7' W 0 w' co w'' ^^ OD � vJ qt p d. V I� � Z w N L) U) 1 w od u) ® IL w ry CU W Q W ® � J LL W W co 0 U) �d0 w 00 M �Q W 0 _� U CL w �. (j)W U) w Z = Z ' a- J m � Z w w w co N z UJ I LL w U) U- a o a , � - _7d �l- [)� %4L% U) Q 7' W 0 w' co w'' ^^ OD � vJ qt p d. V I� � Z w N L) U) 1 w od u) ® IL w ry CU W Q W ® � J LL W W co 0 U) �d0 Na 00 M �Q W _� U w /03 U) Z ' U) Q � J D co N z UJ W !� U) 1 0 < , � - _7d �l- [)� %4L% U) Q 7' W 0 w' co w'' ^^ OD � vJ qt p d. V I� � Z w N L) U) 1 w od u) ® IL w ry CU W Q W ® � J LL W W co 0 U) Z 0 w DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS CON STRU CTI ON NOTES 0 0 , INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT Lo INSTALL SEWER o6 c6 _ _ = INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE J INSTALL TYPE "A" CATCH—BASIN W PROPOSED WATER (SEE WATER PLANS) i – – RIGHT–OF–WAY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. — EXISTING SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. EXISTING STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER T EXISTING UNDERGROUND TELEPHONE LINES FLOWLINE AND A 2.25' MIN. – 7' MAX. OF COVER AT THE PROPERTY LINE. EXISTING EDGE OF PAVEMENT IN CUL–DE–SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER SD STORM DRAIN STATION LATERALS ARE ON CURVE ALONG STREET RIGHT–OF–WAY. SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION 46 9 -7- z - 66 0 99- x.11 LLI 5! 2 52 O tei a W Io N H O W H� II�O p�--coLLJ C) _J � � O O Z � H � 0z = ON O 00m W �a �Ow +UO ozo Ozo 007 U �Ua ��Z )Z r Q ��iJ M M W co $+ N CO r� + + w r�i'n tci tri Coto in CONSTRUCT 57.9± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.41% 18" INV E=\ 18" INV S E — El CONSTRUCT 27.1± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.22% 8" INV N–W= 343.75 0 343.57 Lo 00 343.51 �SWR 8" V= 18" SD INV= h 335.80 r- to m cNn Lo c6 c6 LJ o6 c6 r- W Z or- DRAIN S CTION r,Z o u to �, - Wato 0 W Z "- o N.T.S. M O !V Z J oza jwz~x5 (� N i< 0 Q NNSozt�od0-� � `�� vJ N aa?a :swpop � JJ V! W m J J � go_Q2woz'•J }1gwwpoQ U- U- o LL_ z4pwwwLLW0OzQ Z0ZaF0>o�� cq 0 O W �7'---}�5' ItG_ W m o Z O I Z O o CONSTRUCT 57.9± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.41% 18" INV E=\ 18" INV S E — El CONSTRUCT 27.1± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.22% 8" INV N–W= 343.75 Z -o,8 343.57 U- 0 a U 0 w 0 m 343.51 �SWR 8" V= 18" SD INV= O�%� 335.80 343.53 m cNn Lo 04 L LJ N r- W Z or- DRAIN S CTION r,Z o u to �, - Wato 0 W Z "- o N.T.S. M O !V Z J oza jwz~x5 (� N i< 0 Q NNSozt�od0-� pa `�� vJ N aa?a :swpop Z Y wwr>OUz=(nww o=¢o'wW 1)2 V! W m ��FpZW5ppm !L6 2z go_Q2woz'•J }1gwwpoQ ++�' Zfpa<pwMU0w fZ^ (]. f v ~ z4pwwwLLW0OzQ Z0ZaF0>o�� L� Z N M W W Q=�W---zwQp� M000 m LL 00 mwO o O r aim>¢Uwupi tAW=zQUZ�� o��rOw=mow= QJowpOao�E- tn=�►=QU>0 t7lnLU==ZQ_QpLa Zp nn c.>cnw �� om�WW=wpm 0pww�J_ wapLLZ>�,mQ� L 8n0ZW LU _j LLI ==Dw=o�wz� + 22 8 r ti U) p O o 1 7Ma 8-2 o 7-9 80 1 �¢ 10+00.o0 _ ;1 Ivi 1 'L 70 7 3 N U -) Z -o,8 U- 0 a U 0 w 0 m 06 m J z��w wZW� O�%� M M M m cNn U -) Lo U- 0 a U 0 w 0 m 06 m J z��w wZW� v M M M W=Qz�ZWw=p Lo 04 L LJ N r- W Z or- gw� QZNw�LL zom LLJ U 5' +, 00 0 72 uJ U) Lo 00 12 +�12+,3�n co v o'Of N N S 13 N N - -------- --- - - ` - 12+95.63 N78 pg ^' c — 19 r+� 46 E , 14 ,� --1 0 fw D - 17 = µ61'37'm"E <v �.... - � 14+49.62 C © - S — co%-^ , a N72'28'00"E 15+50.11 16 N6 ' 4 57 E to �b o J N tv M N co 54 II 0 "' (U �+ �- 5' + + +, t 5 wzZ Q 0' 30 c° M N HN t O Q = N 10' 20' 20' 10' tin � w UV1 11 � �N �' �� ; 1 M I 7 U %�o L F O (o j Q 7'3" cn z 3 � i r- I tr 04 zz +N �? Q W F— aoZ 76 5 �N o< N U— Z cV W = LU W Z tr O cw r O ��12 � 0 � vNi � II co O co W tri ^ = N N 't 10, MOcn c6 c6 Lo LoN aW r'OOR cri� MMS N'_a po '_ �� � M^ � �� � m W 0 fr t� 3 U 3 cn cn U Z 2 5 CONSTRUCT 91.2± L.F. 18" CL -3 RCP w/RGJ PHASE & 3 STORM DRAIN @ 0.20% SUNNINGHILL AVENUE 18" IN E= 343 75 18"INV N—W= CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1 1725.00' 637.98' 2111'26" 322.68' C2 1725.00' 468.10' 15'32'52" 235.50' 52 51 \� �- --/ o 553���50 i w � 20 ,2 ' `N -�r VA - 0 A -0 N to L 60 61 HORIZONTAL: 1"=50' VERTICAL: 1"=4' 8" SWR JNV= 18" SD INV= 343.57 336.07 343.67 i STORM DRAIN SECTION INSTALL 137.7± L.F. 18" � N.T.S. CL -3 RCP w RGJ INSTALL 210.6± L.F. 18" STORM DRAIN ® 0.40% CL -3 RCP w RGJ STORM DRAIN @ 0.40% L.M z r- f- 00 t-- to J - J UN UN VN U UN VUN UO O O O > O O O O O O + U N�NNJ cn0 UWo Wo Z0 ZD ZZ Z Z Z Z Z Z OOO= = O= O== OQ Q0a Q voQ Q VVQ a tVN� Q 0 04M co MM o) 00M ^O2 OOo2 0c) 00 N Nw co t(jW too K) 6+ + co ON N � N +N toN N +W +w + N In 0_ a a 356...... ..... cn O cn N (n O cn con cn (A 0 cn w Ir 356 a ........... p ............................. ..... .............p..... ............... ...........................o... ........................ ....... 352:...:.. ....:............ ..............:. . �, � ..:...:...:...:... :....352 �� , �° ibXv APPROX/MA TE DES/GN GRADE • ://• y . . // : X . : �: i . so y\ y� . -- ��: . . . . . . . . . . . . . . . . . . . . . - ------ --- ' .4BOt/E SEWER AND STORM ORA%N �'� ,��' • � -----------�------------------------------------ --- ---.----,------------- •-- ��-------------- - '------- --------------------------.- --;3----- .......... :......... ................................................ .................... ...... ...................: ............................. .. .................... ........348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................ a........................................................ ............ ...... ............................. .. ....................... ........ 344:...:..:...:...:........ ................. ........... ....................... .......:344 At 18" INV N -W= 18" INV S -E -W= 18" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s,. . . . . . . . . . . . . . . . . . . . 3f' INV E -W ✓42:0$ : �� : 343.45 :32 ,Z _ ......:. .. :... 340:...:. ...:.......:...::..:...:...:...:.. s1-...................� °.. ............ .„��, A4�. :...:...:...:...:...:...:.. .......340 ..... ................ ................ ��!'�\\. 3. J�.. .fir ...................... ........ 336...... ............ ............................. .................... ................. ... .......................... ........336 INSTALL 85± L.F. �,� ��j,\\. . . .� . . . . . . : ���: �i�'A'� 35 � . . . . 6" PVC SEWER ®1.00% - I : . . . . . . . . . . . . . . . . . . . g� . . . : 3• INSTALL 228.2± L.F. ^� INSTALL 190.0± L.F. _ INSTALL 189:7t L.F. ��i . INSTALL 189.7± L.F. ti� INSTALL 314± L.F.- . 332 - - - - 8 PVC :SEWER © •6.21'i I PVC• SEWER @ +:•AG% 8 PVC 'SEWER ®-9Z5% 8 PVC SEWER 0 9-25-0o 8 'PVC SEWER '0 0.35% 332 V 3 o . . . . . . . . tY3% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o Lo`�O . . . . . . . . . . . . . . . . . . . . . . . . . . O 2 "/o . . . . . . ................................... .. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 q 19+00 20+00 21+00 PROFILE U U- 0 a U 0 w 0 m ! 1 m J z��w wZW� v aim=z-wa�o =�F-o��LLzaz M M W=Qz�ZWw=p Lo �cn=W z.>F`"Q V! o •E HOfRsQ-<j3 g W�=R��=�Zm r- W Z or- gw� QZNw�LL i' �L-_ N w=Ow= W cAU ZF-UF�80LLa W c0 cM - Wato 0 W Z "- o � r U tD 0 LL, S2 vi W = O oza jwz~x5 (� N i< 0 Q�O�'U- oZQm� 2WZ HH-zigZp a LL pa `�� vJ N aa?a :swpop Z Y wwr>OUz=(nww o=¢o'wW 1)2 V! 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'-,z ujlz I Lu iK ty- two cwo uy oz W- ow) w z C) cy) O)n 0 o6 o6 INSTALL SEWER CLEANOUT EXISTING STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER CURVE TABLE w �-8PF_zoz z W co m: W Z > cf) 0) Lo - C) M f 15 5 INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN W— PROPOSED WATER (SEE WATER PLANS) —T— EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION REPRESENTS EXISTING ELEVATION cn 53 0 58 54 4- PHASE 9 G 5' 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. 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. oin 0 52 W z ol I- o 0 0) 0 04 c1q W N.T.S. O)n 0 zi X: j or- Lu M f 15 5 v - ++W vc_q LLJ Lu co W � cn 55 cn (n 0 -Z Z F5 < LAjpq _00 -C'4 S1 0*39'1 5"E C-4 N cn U) z cv N IN oz cn En m lyj II 60 59 —T— EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION REPRESENTS EXISTING ELEVATION cn 53 0 58 54 4- PHASE 9 G 5' 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. 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. oin 0 Lo rn W z ozz W I- o �,Z _j 1725.00' N.T.S. O)n 0 zi X: j or- Lu M f 15 5 v - ++W vc_q ** (A NN cn 0 z 0 � cn 55 cn (n 0 -Z Z F5 < it 'I _00 -C'4 S1 0*39'1 5"E C-4 N cn U) z it I Jill I oz 12 12 m lyj II c Zo Cir, w W + + V, 0) 00 Co Z 2� V) Cp 4- o li +�01.7 Cis c*4 cn C, + w U) 0 ui z EAS ANTz W, Ld N wZzww>bowwoz , WFOzo ow zw Ln 14AP LLI wo + cn cn ........ 04 Lo 0 56 cnz 1*00 ......... woo 352 Min ui z + z m w (90) ix w m m o 0 -Jgz*m < w W w 0 0 44 APPRO)(10A 7F Dt-SIGN j;RADf' ABOVE SEWER MAIN CL 0 c4c4 cj ........ _j Q_ . mmcl)xm:o ujz:D I— a. P 0 a w 2 SUNNINGHILL AVENUE ti, HORIZONTAL: 1 =50' VERTICAL: 1"=4' am PCs 11 a 1.A4- II it 1p Lo rn W z LENGTH I- o �,Z I-& 0 1725.00' N.T.S. I * 01 + zi X: j D Lu M f 15 5 vc_q _j cn 0 z 0 LLJ (n 0 -Z Z F5 < it 'I _00 -C'4 S1 0*39'1 5"E C-4 N cn U) z it I Jill I oz 12 12 m lyj II c Cir, w W + + V, 0) 00 12+25.00 25 00 + +� I i V) Cp 4- o6 +W li 0- 0 Cis c*4 cn C, + w U) 0 ui W, N N wZzww>bowwoz , WFOzo ow zw Ln 356........ .................... wo cn cn ......................... cn cn ........ 356 ........ 352........ 0 ............................................... ............................................... 1�' ......... Z 352 U�)0 X: Z ui z + z m w (90) ix w m m o 0 -Jgz*m < w W w 0 0 < APPRO)(10A 7F Dt-SIGN j;RADf' ABOVE SEWER MAIN CL 0 iE� W Lu 0 Lu Z 9 C/) >- (1) ........ _j Q_ . mmcl)xm:o ujz:D I— a. P 0 a w 2 ..................... - --- ----------------------- /* ire 348:....... ........ ..................... ......................... .. ...... 348 ........ Lfi ..................... ......................... j. 344:...:... .... ..................... ......................... ........ 344 0 V) L ........ >- ................................ ..... ..... ...... 340 ....... c .................... ... ... or ro ........ 340 A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�`��..................... . ...... 336 ........ ...............................................•...... INSTALL 314± L.F. INSTALL 175.0±'L.F. ........ ............................................... PVC. SEWER @ 0,35% 6" PVC SEWER @ .1.00%• ........ 332 ........................................................ ........ 332 21+00 22+00 23+00 24+00 am PCs 11 a 1.A4- II it 1p PHASE V. PADDINGTON STREET 0 0-1 D 0 co C/) m R5- L, J V) 041 z (/) _j + w + Z 0 NQ 'm Z cn X < V) cn 02 0 w L6 W z cn a! W F: 4 uj >� 0) (n x Li uj (n 0- cn 0 w 356 ........ ........................................ 356 ................................................. A PPRO)(IMA TF GRA /I q5, A86VE MA IN 5 352 ........................................... 352 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348' ...... ................................... ..... 348 ....... ................................... II 344....... .......................................... 11'...'344 ........................................... 340 ....... ....... .......i:...:340 cp k* .................... C SEE NOTE "A" ABOVE 36 336:...:.. 3 J. INSTALL 141:0± L.F. .......... lb 8' PVC :SEWER 0 0.26% 332 .332 10+00 11+00 12+00 PROFILE 11 11 z*: _j _j LL_ Lj_ L ui APPROXIMATE DESIGN GRADE L_—Jo — _\f ABOVE STORM DRAIN CONSTRUCT 49.8'± LF 18"--- CL-3 RCP w/RGJ CONSTRUCT OUTLET STORM DRAIN @ 0.12% STRUCTURE PER C.O.B. 18" INV E= STD. DWG. D-11 !T!9_ BASIN FLOOR 'i I I LENGTH II u iii �,Z II 1725.00' N.T.S. OD po 1 235.50' j Lu ou) ozo _j ------------ -- LLJ O00 it 'I _00 -C'4 S1 0*39'1 5"E C-4 N EXISTING IMPROVEMENTS IMPROVEMENTS z it I Jill I z ± 0 12 12 m lyj II c Cir, w W + + V, 0) 00 12+25.00 25 00 + +� I i V) Cp 4- W> li 0- 0 Cis C, 0 ui W, wZzww>bowwoz , WFOzo ow zw Ln wo 1 ii II 0 1 V) 1�' 11 00 w * P _j Z z U�)0 X: Z ui z + z m w (90) ix w m m o 0 -Jgz*m < w W w 0 0 < 0 + CL 0 iE� W Lu 0 Lu Z 9 C/) >- (1) _j Q_ WL. mmcl)xm:o ujz:D I— a. P 0 a w 2 Lj W <a > .D w V) X X to _j < Lfi w w q) >� + w Q_ 43rk Lu 0 V) 0 >- F_ M-11 En PHASE V. PADDINGTON STREET 0 0-1 D 0 co C/) m R5- L, J V) 041 z (/) _j + w + Z 0 NQ 'm Z cn X < V) cn 02 0 w L6 W z cn a! W F: 4 uj >� 0) (n x Li uj (n 0- cn 0 w 356 ........ ........................................ 356 ................................................. A PPRO)(IMA TF GRA /I q5, A86VE MA IN 5 352 ........................................... 352 ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348' ...... ................................... ..... 348 ....... ................................... II 344....... .......................................... 11'...'344 ........................................... 340 ....... ....... .......i:...:340 cp k* .................... C SEE NOTE "A" ABOVE 36 336:...:.. 3 J. INSTALL 141:0± L.F. .......... lb 8' PVC :SEWER 0 0.26% 332 .332 10+00 11+00 12+00 PROFILE 11 11 z*: _j _j LL_ Lj_ L ui APPROXIMATE DESIGN GRADE L_—Jo — _\f ABOVE STORM DRAIN CONSTRUCT 49.8'± LF 18"--- CL-3 RCP w/RGJ CONSTRUCT OUTLET STORM DRAIN @ 0.12% STRUCTURE PER C.O.B. 18" INV E= STD. DWG. D-11 !T!9_ BASIN FLOOR 0 74 ss 9+90 42-7 N31 *50'41"W c 10+00.00 11 fit 0) 78 61 12 PHASES 5 341.13 RADIUS LENGTH STORM DRAIN SECTION C1 1725.00' N.T.S. OD po 1 235.50' �- OD --,o Lu ou) ozo _j ou) ozo LLJ O00 z z 0:2 oc) z ± 0 r- It *c; m 00) 0) Z Cir, w W + + V, 0) v) 7-2 cu- t= z§w2ot z + +� cn V) Cp 4- W> V) 0- 0 Cis C, 0 ui W, 0 74 ss 9+90 42-7 N31 *50'41"W c 10+00.00 11 fit 0) 78 61 12 PHASES 5 EXISTING IMPROVEMENTS 144 14+0144 A it --------- It it 51 1 1 11 -41 a) m o" CURVE RADIUS LENGTH DELTA TANGENT C1 1725.00' 468.10' 15-32'52- 1 235.50' EXISTING IMPROVEMENTS 144 14+0144 A it --------- It it 51 1 1 11 -41 a) m o" U) C6 PHE86_132g tii 4 A mrn W 1- uj co W 0 z z 0 X W2 0-z 'wo 2 Lu LLJ IL LLcn Q& 0 o Z-zj -0 z3: w z ± 0 0, , W ,w Z Z au.jzuj2w2Tw cu- t= z§w2ot z w w ILL S n 0 a E�zag,w--j2z> W> z 00 0 ui W, wZzww>bowwoz , WFOzo ow zw Ln wo oo 9mm2Dw=w<.ww 3: <z 10- X: _j 0 >Q C,) r 11 00 w * P _j r - co C) - m: co -aoL m u >w co U�)0 X: Z ui z + z m w (90) ix w m m o 0 -Jgz*m < w W w 0 0 0 + CL 0 iE� W Lu 0 Lu Z 9 C/) >- (1) 0 WL. mmcl)xm:o ujz:D I— a. P 0 a w 2 z-112 <a .D w V) X X to Lfi w w q) >� + w 43rk EXISTING IMPROVEMENTS 144 14+0144 A it --------- It it 51 1 1 11 -41 a) m o" > X ;o > > r tii 4 A mrn � D 0 z z 0 X AMBLESIDE COURT HORIZONTAL: 1"=50' VERTICAL: 1"=4' HORIZONTAL: 1"=50' INSTALL 133.4± L.F. 18" VERTICAL: 1"=4' CL -3 RCP w/RGJ 0 STORM DRAIN 0 0.11% z co _H m co w r- 0 C-4 U _j to m z D Z) qk D 0 uj 0 c/) c*4 (n < z 4;k V_ 0) m Ir - f5 w f5 w e� z +Z mwm cn _j cn -j cn 0 +0 + o - Z 0 Z K) zo ZZ mool om ox: oz L) Z !�? w < C.) Z Q< cn cn M d < a 00m r- 2 to 2 5z cn W cli o 0 r-- w w C3 w cj w oi d N xtn jr 0 �j rz, �! r- i W wrio + ±w + N.. w io w cn N0. cn cn 0 356 .................................. So ....................... ... .......... ......... 356 .......................................................... ...................... APPRO.)(IMA Tf' DESIGN GRADE - "t " -HE 6� SEWER STORM DRAIN 352.. ...... ......... ... . k ............... ......... . 352 0. 4j A -------------- -n vy, --------------------- - ------------------------------------- .......................................................... ................... 348: ... . ............................ . .................... ............ ..... .348 II VIII II ...... ............................ . .................... ............ ... 18" INV S= (345.02) 344* .. ..... .............. SEE NOTE. .' "A" . AB . . ABOVE 344 ....... . .. 18 INV N= 344.98 ...... .......................... J L ..... 18" INV -E-S= L 18" INV W�= 18- INV N -S 342-1-2- �34,.97) (36).34..................... .......... ......... 340 340� .......... `�� ................. 11 . ......... ................. A .. .................. ............ f I ......... co SEE NOTE. "A" ABOVE— 336 ........... ....... ............ ................ ...........1.1:........336 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I :�ry . . . . . . . . . . . . . . . . . INSTALL 180± L.F. 6" PVC S 4 R 0 +7E)e% - I k 4 ......................... ......... . b 332 ....... 8.4; ........... 3 Ik * ....... 332 10+00 11+00 12+00 13+00 14+00 142± L.F. PROFILE 8" PVCINSTALL SEWER @ 0.25% <1 0 DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS tii 0 Lu LLJ IL LLcn 0 w w w z ± 0 Z Z w w ILL S n 0 LL W> DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS z 0 Lu DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT (0 INSTALL SEWER r- 0) ma INSTALL STORM DRAIN _ — = ® INSTALL STORM DRAIN MANHOLE 44 INSTALL TYPE "A" CATCH -BASIN PROPOSED WATER (SEE WATER PLANS) W - - RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION PROPOSED SUMP ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. II � 00 111— N p i-- r I- M kit W �� � W W J� W OOJ ONJ J ma J OZ= OZ= OZ= C3 DZ= OOZ OOZ Ct70Z JW LAOZ ...UQ ..�)Q `�Q UD ��Q r-, r- M MM m 0p00M � �' oo00 OO OO OOro 00)00ci ) (4 ob w co CD O M O 00 00) 00 W N04 O -4 M MM N O N O O O 8.9- O 9G 9+ 9-2 In In 9 4o M 41 42 43 44 4s + 0 0) M tM M M (� r N N 4' TYR-j � U) V) V) _ cn cn P cn cn " 11 `I N0035'43"E 12 10+00.00 I B = o 2q 2 g 7'T 1 1 I I OU 1 Ian' I I gin' 1 . Z ma UO J W U � c� co N 3 1 a w 1111 OZ o z O ri (0 00 r r- 0) ma N N 2Zw toto W O '_' N co w w In N < 44 47 48 ►7 'M In 07 cn U) U) ---I.- -j- -- - --- J J J J 0J qk qk LL LL 0 LL_ LL_ 06 CU of p Zo 2 w N �55 0_ w oZ 0 m CU ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. II � 00 111— N p i-- r I- M kit W �� � W W J� W OOJ ONJ J ma J OZ= OZ= OZ= C3 DZ= OOZ OOZ Ct70Z JW LAOZ ...UQ ..�)Q `�Q UD ��Q r-, r- M MM m 0p00M � �' oo00 OO OO OOro 00)00ci ) (4 ob w co CD O M O 00 00) 00 W N04 O -4 M MM N O N O O O 8.9- O 9G 9+ 9-2 In In 9 4o M 41 42 43 44 4s + 0 0) M tM M M (� r N N 4' TYR-j � U) V) V) _ cn cn P cn cn " 11 `I N0035'43"E 12 10+00.00 I B = o 2q 2 g 7'T 1 1 I I OU 1 Ian' I I gin' 1 . Z ma UO J W U � c� co N 3 1 a w 1111 OZ o z O ri 0 i" `— Lo Lo z fY ma N N 2Zw toto W O '_' N co w w In N < 44 47 48 ►7 'M In 07 cn U) U) ---I.- -j- -- - --- 110 i 1b 59, PHASE A 2. J ja'o;t J OZ = �U Z Cocom tr ++LLJ rr(n cn 4a In 49 n + to fn cn 00 � 4' TYP J-� � vNi OGbh 7 1 58- OT 56 ' 1 1 N Lo rn� tet' d' M to J J (O Of rZ O w ao Z11 0 U CONSTRUCT 92.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.20% 18" INV N -W= \ 341 90 " I 5! � G NLZ C0 r 0 J J U - w m Z U 18" INV S= 342.08 18 SD INV= /11 8" SWR INV= 341.98 337.65 STORM DRAIN SE TION N.T.S. CONSTRUCT 40.1± L.F. 18" GRAHAM PEAK DRIVEHORIZONTAL: 1"=50' CL -3 RCP w/RGJ CONSTRUCT 15.7± L.F. 18" STORM DRAIN 00.25% CL -3 RCP w/RGJ VERTICAL: 1 "=4' STORM DRAIN ® 0.32% 18" INV E= 18" INV N -W= ! INSTALL 267.Ot L.F. 18" 341.95 18" SD INV= 341.90 341.89 18" INV W -S -E= CL -3 RCP w RGJ STORM DRAIN 00.11% " 1-00 I -N Hr U^ U0 UN 8 SWR INV=Q 341.85 ?� j� _ _K _� 337.44 W J J � J in J � w W � W W W Z= Z 0 Z= Z= Z 0 Z 0 STORM DRAIN SECTION O Z o o Z o Z o 0 n+ N.T.S. UQ Ua UQ UQ UZ UZ r� O m 00 M m m "It m 4p 16 Op 0 N� dr -a + N + + N + W + + Cr O N N 0) V) m N r N V_r- r- .- 0 O cn cn cn in cn 356....... .......................................`� ........................................................................... ........356 ........i............................................................................................................... ........ 352:...:.. ........:...:...:.................:...:...... :...::..................................... :...:...:...:.......:...:...:.. ........:352 APPROX/MA TE DES/GN GRADE ' ABOVE SEWER AND ' STORM DRAIN �., : � : : : : : : : : �'.y� : -.------ ----_ _ �. ..�------------------------ -- ------- --- --- --- --- -------------- ---------------------.-------------------- �----------------:- - ----- 348 :...:....:...:...:...:...:...:...:........:...:...:...:...:...:...:...:.. ...:...:348 3�.y4...b.: �. .. ' 4.'4.�..�....3.....: .........: .................. .......: ....: ....: ....: ....: ....: .r..,.: . . .83. .: ...... 344... ... . .....................................: ........ ................................. ............................... . . ..... . 344 18" INV N= Tn1.6 .•: ...................................................................... ........ 18" INV =-S-W= 340 3q. 340 ,8IN�1== 4 S0.0. 336336....................................................................:; ...... ..... X4 . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . . .3.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C" IN$TALL 300.3± L.F. INSTALL 221:1± L.F. A. INSTALL 221.1± L.F' "►i:' :�, 332: : . : . . : . . : 8 PVC SEWER @8-3 : : . : : : : 8.' PVC -SEWER @ -G.-25! : . : . . : . : : 8"- PVC SEWER :® 8:�% : . . : . . : :332 cr-34°/0' . 6.2y9'o •O -.21e% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE U LL pavo worn zm�W wZWN nm=ZLL m_"F-OET,LLzaz m�iW�0ui �� InO�LOZ�v~iC6 UO gw��QZNz W Lu of wzQ wxOwxwtnU o ZF-U~U�OLL�~ �wF-zp�Op� �aoo_gQ_Wc� oza�Q�F-�Fo v0-iz��0�w=w ww�jOVZxcnx pwQw��w�--cn0 vQiFXzo o (m WLL_Z-� F- J oz 0 O� Q ¢�Q W W Zn Q O Z x O w m aza�w>p�n =�WFZwQOm LL. ►-zm��Zcncnm w Z w 0zw— LL - mW =Z<, wjZOo z O w= F U) c9im�QV o >��O v�T w -E -J o ZpUW x �w �za~0=>p�o(nG mi-6OOWwN= WaoZ m503 wz�Zzzwa p mmoW Qw_jW�>Im- 'Z wwUO W0�F_oa�maa2 x W CD 10' qt 10 to JAJ CJ cr. X CL t� 1L M 0 U Z O M O Ln c/)5 O W z E I` � j 2 rM Q>�co UL3 co � LL 006 U) 0 W z Y cu � m N W N M Z N O 0 05 05~ W _R_ M W N O om O 0^ `V 0— 1111 Z zi O ri 0 i" `— z JAW ma 2Zw U O Z>� co w w Lu < ooh 1* w = w 0 +M M 3 1b 59, PHASE A 2. J ja'o;t J OZ = �U Z Cocom tr ++LLJ rr(n cn 4a In 49 n + to fn cn 00 � 4' TYP J-� � vNi OGbh 7 1 58- OT 56 ' 1 1 N Lo rn� tet' d' M to J J (O Of rZ O w ao Z11 0 U CONSTRUCT 92.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.20% 18" INV N -W= \ 341 90 " I 5! � G NLZ C0 r 0 J J U - w m Z U 18" INV S= 342.08 18 SD INV= /11 8" SWR INV= 341.98 337.65 STORM DRAIN SE TION N.T.S. CONSTRUCT 40.1± L.F. 18" GRAHAM PEAK DRIVEHORIZONTAL: 1"=50' CL -3 RCP w/RGJ CONSTRUCT 15.7± L.F. 18" STORM DRAIN 00.25% CL -3 RCP w/RGJ VERTICAL: 1 "=4' STORM DRAIN ® 0.32% 18" INV E= 18" INV N -W= ! INSTALL 267.Ot L.F. 18" 341.95 18" SD INV= 341.90 341.89 18" INV W -S -E= CL -3 RCP w RGJ STORM DRAIN 00.11% " 1-00 I -N Hr U^ U0 UN 8 SWR INV=Q 341.85 ?� j� _ _K _� 337.44 W J J � J in J � w W � W W W Z= Z 0 Z= Z= Z 0 Z 0 STORM DRAIN SECTION O Z o o Z o Z o 0 n+ N.T.S. UQ Ua UQ UQ UZ UZ r� O m 00 M m m "It m 4p 16 Op 0 N� dr -a + N + + N + W + + Cr O N N 0) V) m N r N V_r- r- .- 0 O cn cn cn in cn 356....... .......................................`� ........................................................................... ........356 ........i............................................................................................................... ........ 352:...:.. ........:...:...:.................:...:...... :...::..................................... :...:...:...:.......:...:...:.. ........:352 APPROX/MA TE DES/GN GRADE ' ABOVE SEWER AND ' STORM DRAIN �., : � : : : : : : : : �'.y� : -.------ ----_ _ �. ..�------------------------ -- ------- --- --- --- --- -------------- ---------------------.-------------------- �----------------:- - ----- 348 :...:....:...:...:...:...:...:...:........:...:...:...:...:...:...:...:.. ...:...:348 3�.y4...b.: �. .. ' 4.'4.�..�....3.....: .........: .................. .......: ....: ....: ....: ....: ....: .r..,.: . . .83. .: ...... 344... ... . .....................................: ........ ................................. ............................... . . ..... . 344 18" INV N= Tn1.6 .•: ...................................................................... ........ 18" INV =-S-W= 340 3q. 340 ,8IN�1== 4 S0.0. 336336....................................................................:; ...... ..... X4 . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �.. . . .3.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . C" IN$TALL 300.3± L.F. INSTALL 221:1± L.F. A. INSTALL 221.1± L.F' "►i:' :�, 332: : . : . . : . . : 8 PVC SEWER @8-3 : : . : : : : 8.' PVC -SEWER @ -G.-25! : . : . . : . : : 8"- PVC SEWER :® 8:�% : . . : . . : :332 cr-34°/0' . 6.2y9'o •O -.21e% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE U LL pavo worn zm�W wZWN nm=ZLL m_"F-OET,LLzaz m�iW�0ui �� InO�LOZ�v~iC6 UO gw��QZNz W Lu of wzQ wxOwxwtnU o ZF-U~U�OLL�~ �wF-zp�Op� �aoo_gQ_Wc� oza�Q�F-�Fo v0-iz��0�w=w ww�jOVZxcnx pwQw��w�--cn0 vQiFXzo o (m WLL_Z-� F- J oz 0 O� Q ¢�Q W W Zn Q O Z x O w m aza�w>p�n =�WFZwQOm LL. ►-zm��Zcncnm w Z w 0zw— LL - mW =Z<, wjZOo z O w= F U) c9im�QV o >��O v�T w -E -J o ZpUW x �w �za~0=>p�o(nG mi-6OOWwN= WaoZ m503 wz�Zzzwa p mmoW Qw_jW�>Im- 'Z wwUO W0�F_oa�maa2 x W CD 10' qt 10 to JAJ CJ cr. X CL t� 1L M 0 U Z O M O Ln c/)5 O W z E I` � j 2 rM Q>�co UL3 co � LL 006 U) 0 W z Y cu � m N W N M Z N O 0 05 05~ W _R_ M W N O om O 0^ `V 0— DATE 7/14/20141 PA JOB No. 14-2772 SHEET OF 17 SHEETS Z 0 w Q O � ~ a w W w z = a. Lu 0 Z w w LL co w w w LL O a 0: a DATE 7/14/20141 PA JOB No. 14-2772 SHEET OF 17 SHEETS Z 0 D w 0 DATE 7/14/20141 PA JOB No. 14-2772 SHEET OF 17 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE z INSTALL SEWER CLEANOUT INSTALL SEWER INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN PROPOSED WATER (SEE WATER PLANS) W- bcn oz to to (66 0)0) 0) cy) IT cn N RIGHT-OF-WAY EXISTING SEWER EXISTING STORM DRAIN -T- EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION REPRESENTS EXISTING ELEVATION PHASE 2 & 3 DOWNHAM AVENUE ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. HORIZONTAL: 1"=50' 1-0 co VERTICAL: 1"=4' D N J N J z z 0 0 :c Z 1 0 Z < ul C6 w ow + + UJ 0) cn cn cn 0 cn cn- cn 0 356 .................................................. w ...... a ....... 356 ........................... I ....................... ...... ........ APPROXI MA 7F DESIGN' GRADE ABOVE SEWER MAIN 352* ... .......... ...... ........ 352 A ?R � V�/ ................ --. ----- --- ---------J---=---------........ ...... e ----------------------------- 348 ................. ............................... ...... ..... 348 ... ................................................. 344:...:.. ................ .................. ...... ........ 344 ....... .......................................... ...... ........ 340:...... ................................. ....... .......... 340 ro 0� ....... ......................................... ...... ........ ...... 9 .................................... . ........ 336 L C ...... . .................................... ... ... 00 INSTALL 303.9± 8" 0 332.* ... ..................... .......... PVC SEWER @ . ............... 332 10+00 11+00 12+00 13+00 PROFILE D in 356...... 352 348 344 340 336 ICU o cn 0 z a 00 n In RECORD DRAWING Fm,asf 4 OWL)' BYE FRED W. PORTER, RCE 33448 EXP, PHASE 9 4- DATE BROCKBANK AVENUE M m >0 (/)00 7: ju Co m<0 M M;o m m X 0 :c z ce w (n a- 0 ir a U- 0 ow 10 W. tg 2 2 1-0%6 w2 z LL ji-- Z 8z p X, 1'- 2 2'� - 00 < z �wlur-i umi z w=owQwuNiLu < z Ww LL 'd LL. .0z 6go(L%6203:'w o aw>-w>oowaxwQf 2-' w z Lu 1— 0 cox LL W LL < 3: oo < Lu T 6 0'e itw z a a - C6 w 0 , _ zo8ffi2t 0<w< MW ZZ 1w I-: w W 0 GO 0 8 Z LL 8 zo w z< LD Lu 2-z%�90u)WL) aza ►-O-ZWZOZWE': Lu .- 9 - >W!� Ow LoLl o Cn Lu 5 �Z- 0 Z 0 Co LLI LLI 0 W , w 2 'w < _i o w 8 a, Z5 �- w 1'6F:� w w 0 w 0 > - 02 > w, w o 3:.'� Oz m. ow - Luo) LL. < 0 LL 0i > U) o U) W Lu o m , § GD < w -i W Lu L) 0 0- F- W Lu IL) 0 Lu Z U) >- co =mDwmo Lu Z D 0 z 10 tt 0 L) HORIZONTAL: 1"=50' to VERTICAL: 1"=4' 4: J 0 3: z 0 . . . . . . . . . . . . . . . . . . . . . .............................................................................................................. INSTALL 330.8± L.F* INSTALL 330.8± L'F. 332 ...................... 8'; PVC . SE . WER .@ 0. . 25% ......... 8" PVC. SEWER @ 0.25% . .......................................................................... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE ....356 .... 352 .... 348 .... 344 .... 340 (n z Lii w LL W w z w ± 0 w 0 0 m Z Z w I > w w X 0 x < LL 0_ n (n z w DATE 7/14/2014 PA JOB No. 14-2772 SHEET E E r OF 17 SHEETS -t5 CONSTRUCTION NOTES U - - RIGHT-OF-WAY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Z 18" INV E=\ © INSTALL SEWER MANHOLE — EXISTING SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. In r- J?c6U Lo It � N � © INSTALL SEWER CLEANOUT = _ _ _ _ = EXISTING STORM DRAIN ALL SEWER LATERALS ' ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER NO r4):4k N 342.59 CL 2029O ;pa INSTALL SEWER ww}jpU2'TC OwQwmaWf-cno T EXISTING UNDERGROUND TELEPHONE LINES FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. J J ON g N J J a �cnzoa OaZa�WOo<O w w v=�Wr-=='QVQgw �Z?m3azzz- 18" INV S= 339.68 343.36 (NNZ �� z Lo NZ _ = INSTALL STORM DRAIN EXISTING EDGE OF PAVEMENT IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER a a_ Z � >_ . o w ® INSTALL STORM DRAIN MANHOLE SD STORM DRAIN STATION LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. Z m o �5--f--5'� a z o INSTALL TYPE "A" CATCH -BASIN SS SANITARY SEWER STATION =ZW 00 `� z mZW Oz 00 2 0 Q w= W PROPOSED WATER (SEE WATER PLANS) ( ) REPRESENTS EXISTING ELEVATION I V j� Q 00 m cV tV nM'i to Q Q N to i4 T W `- W U) J W W L 0' 30 1 20 20' 1 ' 1 II 1 I II � 3-r 27 t II INSTALL PIPE SADDLE PER �S- ♦ C.O.B. STD. DETAIL D-9 1C) O M c10 S00'55'01 w 10+00.00 M 1O r- &7- 67- o 0 25 24- V J H U Ilj I�n f' d' I- (/)'* �to Z JO b0J 0 O U W O X: `�O� Q OOQ O♦� +2 �O� rn°'o +� ♦ 0 Oto W rn to vi to to CONSTRUCT 15.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN Cay 0.64% CONSTRUCT 47.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.13% 0 It N N 23 N V) Z2 IST 6-3- �(oC14 04 O N (NO 4' TYP. ri + to Lr) toN Zi V) V)20 1� N � ig N t7 62� 60- X59 RECORD DRAWING ?NQSF a- ar4Ly M BY. FRED W. PORTER, RCE 33448 EXP. 4- Z' DATE JACOB CREEK DRIVE O Zuj o m [75' U CONSTRUCT 92.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.28% 18" INV N -E=\ U MaUO wt. Z 18" INV E=\ I / 18" INV W= 0 ir�r-OF��z0z aQZU�Z�w�p In r- J?c6U 343.10 rm-OwlrOzp lilCC2��tn2�Zm 18" SD INV= 343.06 �w0W-4:1 ul Qi w20 = W (qU O��=m�aLL�= ~ E � J J k � La_ Z! -U m p0 p t �¢�Spw00w3: Q � m W O U Z 18" INV S -E -W= 342.59 CL 2029O ;pa Z = ww}jpU2'TC OwQwmaWf-cno ~_ D Z W ZO D m 343.00 W ( z 2 E -M O C g -)Z O Q D Z0�(n-L.,OZ> 8" SWR INV= z O o= V~ w a a �cnzoa OaZa�WOo<O w w v=�Wr-=='QVQgw �Z?m3azzz- 18" INV S= 339.68 343.36 (NNZ �� z Lo NZ Z ISM ~� ''� STORM DRAIN SECTION III -co po �� W m Z � >_ m W Xr J Y N N.T.S. u) J o cn p- OzOVO JWF- VO a ozo "eLu OOZO X92 =ZW 00 `� z mZW Oz 00 2 0 Q w= o �a) M V j� Q 00 m cV tV nM'i to Q Q N to i4 Q NN N = W M ww W 000000 N 3 � 3 �� VWj 00000 to 1 20' 20'0 1 ' -94 9r N 1 20' 20' 10' &9_3g , So S i o 1 1 7 8 `'1 to Lo lr` rn B I �` i O ` � ��4 TYP. cn N to -- -- -- -- -- -- -- -- o C) 12= _ 0 13 13+10.00 14 15 (2 16 co °D 17 17+82.14 inLapq 18 19 snn�5s'n1"w i __ cnn•,��ni"wT _ c 0 It N N 23 N V) Z2 IST 6-3- �(oC14 04 O N (NO 4' TYP. ri + to Lr) toN Zi V) V)20 1� N � ig N t7 62� 60- X59 RECORD DRAWING ?NQSF a- ar4Ly M BY. FRED W. PORTER, RCE 33448 EXP. 4- Z' DATE JACOB CREEK DRIVE O Zuj o m [75' U CONSTRUCT 92.0± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.28% 18" INV N -E=\ 343.10 8" SWR INV= � 18" SD INV= w _ o IIf-� 339.69 343.21 ZoiV�w=��w STORM DRAIN SECTION I W 0�� W -J Z IY1-- oa`r-awWcco_j- O N N.T.S. w¢ou-z?0Dt° ci OZO >}11' -cn cn- �U Ld 000 U ++ W�0)ON id 0) V) 0) to + U) Ok t 9 19+78.80 — • 1 n � 01 W s t -- - -- �- --r--- 00 N � 04 00 ' + + + SS ao ao N N (n OX�1 01) 14. 12 64- Z_ Q du - r HORIZONTAL: l"=50' VERTICAL: 1"=4' INSTALL 267.3± L.F. 18" CL -3 RCP w RGJ STORM DRAIN @ 0.11% II�-N H� zwz eco T- UN U� UN pu; UM QOO UM U� O O M 4 I-0 O �W F- aH ZO zO NO O2O �O M r�0 �rN''O O= O= O= 00= O= W Z= ZZ oz UZ UZ az Uz W W ox UW pg �2 02re) mommo) om 0-� x002 0U �0 pw C4ci O4M 4x z 06w 06w � i N N N 0 + to to 356 ................................................... �' �' 356 :...: :...:...:...: o .......................... .................: ............................ .........................:.......................................................................................................................... 352 :.. ......:............:...:. : ......... ...................................................... .............. ............... ..............352 �� ,y :4PPROX/MA TE DES/GN GRADE : : : : : : : : : : : : ABOVE SEWER AND STORM DRAIN. : : : % : : : : : : : : : : �°/,� : : - -- "3'. : : : : ---_-- 348 :...: �`. ==�.-=--.--_-.--- :----.-=- .--- .----:----.-i..__._-----v_,Y-_ �� ----_ �°�;_tr---- .-. =.---=-.----:-------------------------------------r---------------...:...:...:...:.. :...:...:...:. :...:...:...:. :...:...:...:...:348 344:...:.. :................ . ................344 18" INV N= I 342.70 18" INV S -E -W= 24" INV. W_. i. 343-99- \�� ��: 340.78 342�i3 �s \ O 9i tiL �� V'�` � �,y�o 340* ...: ,, . �,........................... .........:.. ................... ...,ti .......................... .. `�:. :. R� �....:� ..:. :...:...:...:...:340 lb �o. ....y... ....9 v,.,y\.......... ......................... ............. .............. .................. 336:...:...: :...:............ ;...:... :...:...:...:...:...:...:...:...:...���c �,...:...:...:...:...:.. :...:...:...:. :...:...:...:. :...:...:...:...:336 INSTALL 300.0± *L.F. INSTALL 310.0± L.1`. S \ INSTALL 177.2±' L.F. INSTALL 96.7± L.F.' 1NSTALL 100.0± L.F. .8" PVC SEWER 0 0.35%. 8 PVC. SEWER 0 0.35% 8' PVC SEWER 0. 0.35% 8 PVC. SEWER. 0 0.35% 6 . PVC SEWER. 0 1.00% ...................................................................................................................................................................................I...... 332 :...:...:...:...:...:.. ....:...........................................................................................................................................................332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PROFILE w 0 W w U Z O j m W W U O W Z U}� t_1—oar=_0aMa2 // 2-7,�LID /-�/ U) W U 0 U) V ) 6 w W 0 a- 0 M Q0 O z E >- 01- N W ca M > U � N m X 0 LL z Y (Y m N W N M z �! c[,- 'q Z M W _ N C) CO 0 N `4\ U MaUO wt. Z Z W W Z w H cwm=ZwWa10 0 ir�r-OF��z0z aQZU�Z�w�p In r- J?c6U �' � rm-OwlrOzp lilCC2��tn2�Zm II II �w0W-4:1 ul Qi w20 = W (qU O��=m�aLL�= ~ E � J J k � La_ Z! -U m p0 p t �¢�Spw00w3: Q � m W O U Z Z ��(�30z> Lou vaiwYwV�UQZ zzaaazzo�: CL 2029O ;pa Z = ww}jpU2'TC OwQwmaWf-cno ~_ D Z W ZO D m W ( z 2 E -M O C g -)Z O Q D Z0�(n-L.,OZ> z O o= V~ w a a �cnzoa OaZa�WOo<O w w v=�Wr-=='QVQgw �Z?m3azzz- 18" INV S= U- o W~ W W O w LL Lu co uo- 343.36 cai-wcnara-UUzo(„ Zwwoi o�irf== 343.10 8" SWR INV= � 18" SD INV= w _ o IIf-� 339.69 343.21 ZoiV�w=��w STORM DRAIN SECTION I W 0�� W -J Z IY1-- oa`r-awWcco_j- O N N.T.S. w¢ou-z?0Dt° ci OZO >}11' -cn cn- �U Ld 000 U ++ W�0)ON id 0) V) 0) to + U) Ok t 9 19+78.80 — • 1 n � 01 W s t -- - -- �- --r--- 00 N � 04 00 ' + + + SS ao ao N N (n OX�1 01) 14. 12 64- Z_ Q du - r HORIZONTAL: l"=50' VERTICAL: 1"=4' INSTALL 267.3± L.F. 18" CL -3 RCP w RGJ STORM DRAIN @ 0.11% II�-N H� zwz eco T- UN U� UN pu; UM QOO UM U� O O M 4 I-0 O �W F- aH ZO zO NO O2O �O M r�0 �rN''O O= O= O= 00= O= W Z= ZZ oz UZ UZ az Uz W W ox UW pg �2 02re) mommo) om 0-� x002 0U �0 pw C4ci O4M 4x z 06w 06w � i N N N 0 + to to 356 ................................................... �' �' 356 :...: :...:...:...: o .......................... .................: ............................ .........................:.......................................................................................................................... 352 :.. ......:............:...:. : ......... ...................................................... .............. ............... ..............352 �� ,y :4PPROX/MA TE DES/GN GRADE : : : : : : : : : : : : ABOVE SEWER AND STORM DRAIN. : : : % : : : : : : : : : : �°/,� : : - -- "3'. : : : : ---_-- 348 :...: �`. ==�.-=--.--_-.--- :----.-=- .--- .----:----.-i..__._-----v_,Y-_ �� ----_ �°�;_tr---- .-. =.---=-.----:-------------------------------------r---------------...:...:...:...:.. :...:...:...:. :...:...:...:. :...:...:...:...:348 344:...:.. :................ . ................344 18" INV N= I 342.70 18" INV S -E -W= 24" INV. W_. i. 343-99- \�� ��: 340.78 342�i3 �s \ O 9i tiL �� V'�` � �,y�o 340* ...: ,, . �,........................... .........:.. ................... ...,ti .......................... .. `�:. :. R� �....:� ..:. :...:...:...:...:340 lb �o. ....y... ....9 v,.,y\.......... ......................... ............. .............. .................. 336:...:...: :...:............ ;...:... :...:...:...:...:...:...:...:...:...���c �,...:...:...:...:...:.. :...:...:...:. :...:...:...:. :...:...:...:...:336 INSTALL 300.0± *L.F. INSTALL 310.0± L.1`. S \ INSTALL 177.2±' L.F. INSTALL 96.7± L.F.' 1NSTALL 100.0± L.F. .8" PVC SEWER 0 0.35%. 8 PVC. SEWER 0 0.35% 8' PVC SEWER 0. 0.35% 8 PVC. SEWER. 0 0.35% 6 . PVC SEWER. 0 1.00% ...................................................................................................................................................................................I...... 332 :...:...:...:...:...:.. ....:...........................................................................................................................................................332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 PROFILE w 0 W w U Z O j m W W U O W Z U}� t_1—oar=_0aMa2 // 2-7,�LID /-�/ U) W U 0 U) V ) 6 w W 0 a- 0 M Q0 O z E >- 01- N W ca M > U � N m X 0 LL z Y (Y m N W N M z �! c[,- 'q Z M W _ N C) CO 0 N `4\ Z 0 w Q 0 w � a CL w w Z = W w w W LLL w a FF- LL w Q� a \NEER 00 O N 4 M Lu > U � U O 0- c:) U z Q U) UJ W < U) Z> c .� C Mw W O U 0 d- F-- CV m U) 0 U od Q oC U wQ w U) 0) Z 0 w DATE 7/14/2014 N PA JOB No. 14-2772 i SHEET E 0 L 0- E E N OF 17 SHEETS n CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT INSTALL SEWER _ = INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN W PROPOSED WATER (SEE WATER PLANS) a W - - RIGHT-OF-WAY EXISTING SEWER I EXISTING STORM DRAIN T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION. SS SANITARY SEWER STATION ( ) REPRESENTS EXISTING ELEVATION 30 10 1 20' 1 to 0 + a V) II) 11+34.13 C 10+00.00 X11 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. V I Z H � LTJ IY bin D o Of co Lu L j F-�= 'con in O (n 20' 10'I + + Lit Ilvll II0' �I Y N II=r z �/V W Q '- w z w � wW oma= N + > Gi Divi w C-4 04 ++w z Qo.V) 2 0 C3 ZD�Lu illul Ig9 Q W to + 0) N of Lij 0 V) + (n OU) w N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA 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. V I Z H � LTJ IY bin in I-010 TANGENT Of co Lu L j F-�= 'con in O (n cV cV OU LJJ + + Lit Ilvll cli (nto N cn N Z A4_ 23 2 2 IIF-rn IIF -O III -o II�� TANGENT Cl in 31.50' 03'36'34° 15.75' i 26' I 26' I -0 Oz i 7 Ilvll 18' 18' z �/V W �J(.� Q N CD n fnW�WWc,6 NN O N + N N Divi w C-4 04 ++w ++Lu to ui �iw�i,,1I Lci0 0 +�1 C3 ZD�Lu illul Ig9 in10(n I � N 12 13+07.71 r r 0 r r (n 13 '�---------�_ 47 o N N V cn 0 O N .. N 88' 00 19 20 44 4-5 44 N + M + N U V) N Lo Z co 00 . En __j+ _ _ _ _ _ co � tn In (n ZS tn (n iT 14 'I----- _ 15 ------ r--__ '� 7- cli (nto N cn N Z A4_ 23 2 2 IIF-rn IIF -O III -o II�� TANGENT Cl 500.00' 31.50' 03'36'34° 15.75' N ZO Ofcn-1 -1 Oz -0 Oz ow0 oz:r Ilvll = �/V < = Q z �/V W �J(.� Q N CD n fnW�WWc,6 NN O NN �/J Y W z Divi w C-4 04 ++w ++Lu to ui �iw�i,,1I Lci0 0 +�1 C3 ZD�Lu illul Ig9 in10(n nr-V) ++3 WOO ++w cr,0)to z co W W r r r r r r (n c0 O 47 N N V cn I..L. 6$r C9' 8-' 88' ' 19 20 44 4-5 44 M + M + n + Lo to 00 OD En __j+ _ _ _ _ _ co N tn In (n cn (n tn (n iT 14 'I----- _ 15 ------ r--__ '� 16+60.2 16 19 S8 ' 3 56 • • — —17 —f -- — • -+ �18 • I — — cli (nto N cn N Z A4_ 23 2 2 PHASE 4- f & 2 f&2 N N Lo Lo to w W N U) N U) 21 Q_ 43 4L 2 9+ 8*k 1 83" HANNAH LYN AVENUE 8& 89- 0 48 to 00) M 0+i O 4' TYR -iN� in Lo 20 21 CURVE TABLE CURVE RADIUS lid DELTA TANGENT Cl 500.00' 31.50' 03'36'34° 15.75' N N rn LU Z E-7 0 04 o Ilvll ZU OW� N PHASE 4- f & 2 f&2 N N Lo Lo to w W N U) N U) 21 Q_ 43 4L 2 9+ 8*k 1 83" HANNAH LYN AVENUE 8& 89- 0 48 to 00) M 0+i O 4' TYR -iN� in Lo 20 21 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 500.00' 31.50' 03'36'34° 15.75' 90- Q_ -_ 4 so 911 0 1 20' N N t + N N rn + 22 M N I — -} i — 411 40 RECORD DRAWING F i4A'5E 4- 6t4 L-/ BY= FRED W. PORTED RCE 33448 EXP. or-� DATE tI ' � I 1 � D I 0' (I 30' 110'1120'11 20' 111 W W U � W MEM: Q w V) -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' 04h �_ 04 O O (no U)0 NJ NJ Nj NJ K0 cn J O z O= O= O= O z = z= �Q �Q �Q �W �a c�iZ p Nm Mm d N04 V N� NM to N of ON N `t O� O O �J $3..11 C+1N M� uj� ^ O+OW �W NW r r r(n r NCn tn cn cn cn tn cn 356...... N.................................................cn cn cn (n cn u'.356 352....... ............................ ........: .....................................................-•-..... .352 APPROX/MA TE DES/GN GRADE lv� :19 ..................................'7'ry. --- -------------------j_-- ----------------- .��. ��. v1 — I�o ABODE SEWER �MA/N ------------------------------- ---------------- 348. _ -----------------.--------------- R�°�348 344:...:..:...:...: .................................. ................................ ......................... ..................:...:...:...:...:...:...:...:...:...:. :.. 344 1440 O 18" SR INV N -S=• . �, ,. . . . . . . . . . 343.22 . . . . . . . . . Id 340:...:.. ................:........... :..... `� o� 3 �� ......:................ k�,... o... ,....... ................................................ 340 336....��.. 33;> 3 .. ... . . . .33681 INSTALL 317.2:' L. F. INSTALL 217.1± L.F. INSTALL 215.0± LF: INSTALL 100.0± L.F. INSTALL 390.0±'L.F. q• _ 8 PVC SEWER ®; (a-86% o.Sq% 8 PVC SEWER C°? 8 0.34.9eo 6 . PVC SEWER.® �6 _ 6 PVC SEWER C� 1.00% 8 PVC SEWER Q D.52% . - .;` ..........p;c14%............................................................................ 332:...:...:...:...:...:...:...:...:...:...::..:...:...:,..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE P U LL W22 V Mol Z M to M ^ O (D Z ~ O V U V N N rn LU Z E-7 0 04 o N ZU OW� N o g�=? U Z3 40 N O,6 fnW�WWc,6 N N (n �/J Y W z U) (n mFxxp8WooOm o0~a��o2E__j V) 411 40 RECORD DRAWING F i4A'5E 4- 6t4 L-/ BY= FRED W. PORTED RCE 33448 EXP. or-� DATE tI ' � I 1 � D I 0' (I 30' 110'1120'11 20' 111 W W U � W MEM: Q w V) -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' 04h �_ 04 O O (no U)0 NJ NJ Nj NJ K0 cn J O z O= O= O= O z = z= �Q �Q �Q �W �a c�iZ p Nm Mm d N04 V N� NM to N of ON N `t O� O O �J $3..11 C+1N M� uj� ^ O+OW �W NW r r r(n r NCn tn cn cn cn tn cn 356...... 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INSTALL 390.0±'L.F. q• _ 8 PVC SEWER ®; (a-86% o.Sq% 8 PVC SEWER C°? 8 0.34.9eo 6 . PVC SEWER.® �6 _ 6 PVC SEWER C� 1.00% 8 PVC SEWER Q D.52% . - .;` ..........p;c14%............................................................................ 332:...:...:...:...:...:...:...:...:...:...::..:...:...:,..:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE P U LL W22 V Mol Z M cwnmwmww�Ww 0 w-,i-of"..X,�Z0Z M w=¢z►-zWw=O �cnFwm�>mmQ O (D Z ~ O V U V Lu 5 W�2�-�fnx�Zm LU Z E-7 0 04 mWH�QZ(gw2ita wxOwxwmU z�c�i~m�ouw�r "= N W M ZU OW� Q > U r co o g�=? 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ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. d' GRT -OF -WAY I\ — EXISTING SEWER o6 ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER �_ M EXISTING STORM DRAIN qq- Q, FLOWLINE ANDA 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. J T EXISTING UNDERGROUND TELEPHONE LINES _ m U- IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER w LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. U- � � U) d' a-, [-5 --1-� 5 EXISTING EDGE OF PAVEMENT (3 Z o SD STORM DRAIN STATION Z SS SANITARY SEWER STATION W w ( ) REPRESENTS EXISTING ELEVATION LL 0) 4- C14 to n 06 14- 06 cr M M II II of Ze-v CL ld N N ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. d' N d r7 `V I\ 00 00 c6 o6 ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER �_ M qq- Q, FLOWLINE ANDA 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. 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