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HomeMy WebLinkAbout1.2-7240 Ph 1-4REVIEWED BY: ASSISTANT PUBLIC, WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE Iz ,4 DATE 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 89 °29'48" 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 N0. 41 -06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT N0. 0206218661 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 N1- N PHASES 1 - 4 SHEET INDEX CD TITLE SHEET M GENERAL NOTES CD ALDRIDGE AVENUE CD CHATSWORTH AVENUE <l) CHRISTENSEN COURT WHITTAKER STREET CAVENDISH COURT M HAMMERSMITH DRIVE CD LONGHURST DRIVE KINGSBURY COURT CD NORTHAMPTON AVENUE Os WELLESLEY STREET KINGSBRIDGE STREET NEWBURY STREET M SUNNINGHILL AVENUE (STA. 10 +00 — 21 +00) » SUNNINGHILL AVENUE (STA. 21 +00 — 24 +01) PADDINGTON STREET AMBLESIDE COURT CD GRAHAM PEAK DRIVE C3 DOWNHAM AVENUE BROCKBANK AVENUE 14 JACOB CREEK DRIVE 15 HANNAH LYN AVENUE M ELLA JANE WAY qD CORNWALL STREET STOCKDALE HIGHWAY i MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPEC110N FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER SEWER MANHOLE 48 EA SEWER CLEANOUT 15 EA 8" SEWER MAIN 109466 LF 6" SEWER MAIN 39029 LF 11E —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 19916 L.F. 18" R.C.P. STORM DRAIN 49002 L.F. TYPE "A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES 26 EA. ADJUST MANHOLES TO FINISH GRADE 26 EA. OUTLET STRUCTURE 2 EA. LEG N U u LL UL w o w 0 va a U 0 > w�- zcp (D -¢cn °,mo�zJzzQm TMH- TOP OF MANHOLE ELEVATION CL ww OwZ � >- � ��0aw.�OUnwW INV.- PIPE INVERT ELEVATION w I- m J z�CLz wfl W (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) Z P.V.C.- POLYVINYL CHLORIDE 0 t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY Q .. 0 ALL LENGTHS PRIOR TO BIDDING THIS PROJECT > o R.C.P.- REINFORCED CONCRETE PIPE d. 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W w o VI W J�z��Vz -J� V z w - U w U z- m L w z z- ¢- Ww _I 0- <00Q Z 0 U= wQwj0� °gW�w CL cn < wuo_O cnwD =} -0Uz0 imww'A www= ry 5 m w z-qow ZO �C.� <C6 -iww J�0 0 Z m O `� U> -� w>r- _... jr L 0 0 0 * �O 0� ¢0 >Qor ? w0W in LL_ W Ww =w am F w -. 1 V) j_j Dw Z�- -w¢wV) w0 > w�- zcp (D -¢cn °,mo�zJzzQm F- to �-O O <Cmw°01=z CL ww OwZ � >- � ��0aw.�OUnwW Uww J < :3 Z ¢ o (n _._W W i.i� <Uw -j0:r< z00o �_ - -Oz' w w �z�� a- Q LL- o v w F- � Ll ¢W =aQ� 0 W Q¢�-- Q¢0w0 U — Z V) o �i V) Z =�� VQQ z 0 H 0 0 (� � � —j 0 0'W>-- '�Otl;t,�G� wx..jz,<ow�,,.�W i {{ cnoatD V) owcn m>- owmmw0w 4 — 1 PROPOSED DERRECS MINI STORAGE TENTATIVE _ _TRACT - y 6144 TRACT 5963 l F- -L wmmwwo Y MAP SCALE: 1' =200' z 0 M L0 W z s- • �-- >- -. N w m r tL .. (.0 4) X 08 cl) tU z ca Q am m W M 06 z N O w z to M W W N (.0 O � O 0 N r-- 9 0 LL U) Wz w = Z J $; Z z CID w w W U V) > 3 LL W � o � � =Q ,�4Q m �{"7 � w ; 1 U 001 1 LO LO Lo 1 LO to 0 __0 Wog Z _ a °zl w�l -awl - -- Q d- - -Q D- ¢ o (n _._W W 0) - -Oz' J � U 0 I �1 o �i i {{ o 4 — 1 `r' 1 af I W W 2 W J -A N DATE 7/14/2014 i N PA JOB No. 14 -2772 11--oo, 000, I SHEET / c 0 > 0 E L/ CITY RECORDS No. OF 17 SHEETS z 0 -A N DATE 7/14/2014 i N PA JOB No. 14 -2772 11--oo, 000, I SHEET / c 0 > 0 E L/ CITY RECORDS No. 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 REMTAKING 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'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB S NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN. PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 0 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) WU- CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER El 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 El 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 El 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 Cj 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 WU- UL V W °WH mc, �WWW�ZLW z o w°° =2�- =gip❑ 0�f -wZa -z �..., M M w =QZzWW = °O ���WZ° >��Q cf) o W LL J cf) c) W�J� =�Zm (� Z • E !- L LLJ Luw�WQWmwsiti ���- �u,���� >- W 4O N M �ao00Lu > - W0:WO=- ~L�� =z CU ❑za- v�zpm: Q��ozmw o to .v x `''- viw�w °W�Umzp zzoCL � � <C � LL o�� cao�ou) °o�oa- U) Cj �C ww�- w0VU) =c=r'� pwQw��w ~�° m Go _ ❑ zz Q,- = ❑zW oom W N (0 LL cn ❑_ ° Z J p O Z p J � Uj Z Q °z Z� o°l CL U � vz j aO (w )w � � a Q- W> Z W cl? ° W ❑� � wZ W°Z-zQ rW r N pw Z U w W U p CID W ZW Z~ vzom wOQU7) O , 0 O u'w z<0Zat„ r Z�oWoL-�� =� U L) ZowUcpr'z=Q2LOU Q 011- = 1 6 ilk r wO�Ww =wow pw~`C�LLiWtn -j1-❑ w`t❑wZ> wm�tt!' Z' 2-9 Q> oo uw -wW Z � w Ow n >- =DCL 6i � a ti ~ LL (1) z 0 � w 0 z Z w W F w w a w c w cr_ Q LL ar ❑ tL THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL ER * b/ 1. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD WASTE IS DISPOSED =Q�' tc,� ao �do OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. � a w 3 > U 2. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE o o w V 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 ��321 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 z �' 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 � r� 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. � W 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 Q W 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 = O AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING OFFICIAL. D 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 O SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. O 10. IF DURING SOIL REMOVAL,. EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE GROUND SURFACE, W SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND IDENTIFY APPROPRIATE REMEDIAL MEASURES. W 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: 06 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 W UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND SAFETY PROCEDURES SHALL BE � /1 IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL co 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 o RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF v ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND � CONSTRUCTION ACTIVITIES ON THE PROPOSED PROJECT SITE. o U 13. IF ANY PG &E PIPELINE IS RUPTURED DURING GRADING, PG &E SHALL BE NOTIFIED AT (800) 743 -50009 AND 911 (KERN o COUNTY EMERGENCY SERVICES) SHALL BE CALLED. i 3 14. IF TRANSITS PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY AIR POLLUTION N CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES AND REQUIREMENTS. TRANSITS � PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. � 3: z 15. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 % 0 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. � DATE 7/14/2014 16.IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT SITE, THE N PA JOB No. 14 -2772 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 � SHEET WALL REQUIRED BY DOGGR. SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.80 (B). E 17. NO CONSTRUCTION SHALL OCCUR AT NIGHT, THEREFORE CONSTRUCTION ° SAFETY LIGHTING WILL NOT BE REQUIRED. � i N OF 17 SHEETS CONSTRUCTION NOTES r w o lu Q C uc P .0 �C 0 oc U V � �W W � p N � W Q W I 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. INSTALL SEWER MANHOLE Q INSTALL SEWER CLEAN OU T 41.48' INSTALL SEWER `� --- INSTALL STORM DRAIN Q INSTALL STORM DRAIN MANHOLE Z*k INSTALL TYPE "A" CATCH -BASIN W PROPOSED WATER (SEE WATER PLANS) r w o lu Q C uc P .0 �C 0 oc U V � �W W � p N � W Q W I 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. N t- �°- N , C1 ALL SEWER LATERAL STATIONING IS AT POINT F 0 CONNECTION WITH SEWER MAIN. 41.48' 04'45'14" `� `� ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER M ,� CC _..._ w U co _j I Z*k FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. cj)Lu_y V�U`tz0 zzoo-azzO�� c1f) LPL � (j N o, co Z ,c awzZ<w LZLJ -moo = a �- z z ' m IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER O v Z W o 5' 5' W o 0 v LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. wOz =VpzzwO �... N C� ca =UE�2W¢O �F- zm3�oz�c0� (�,,/ o cL z z F•- w ,.,_ U -aw w pw aw. OLL � r CONSTRUCT 38.1± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.13% CURVE TABLE CURVE RADIUS 1 LENGTH DELTA TANGENT C1 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 S= \ /18" INV N= 346.82 347.02 18" INV N- S -E -Wzic 8" SWR INV= 346.77 8 D IN_ V= - 346.87 343.72 PHASE 2 fl I rl D 1 ri r. r: AVENUE INSTALL 75.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.13% INSTALL 133.8± L.F. 18" me CL -3 RCP w /RGJ _ STORM DRAIN @ 0.11 E- DF-- DW V V V V V V� D J =W DW =W > >W D V J J W W cn ,v, o o � K J J z = us u) o 0 0 o zQ zz z= zz z= Z= Z= us= �o (A 0 ow oQ oz oz Oz 0z oz zz z= z � � VQ U� C� - VW 0) w a0 to •- c0 c0 -j �� Na 00 �o �� N� i..0 • • • • . • OW 100 co 0) 0) . w o w cn d- �#- V) N N W P* c0 -r- t!1 Li! N O ± -" � +..,!& + + -r- W W M r r, mod,. tt) to co r, u) -" cn + W u) u) r � N N N� u) cn cn cn 356......... 0 c cn ........................ . ....... ............................. ............................... 356 . . . . .... .... .... ....... ..... APPROX/MA'TE DESIGN GRADE ABOVE- - - - - ,� - ' � A . SEAR AND .STORM DRAIN .A • . • • • • . • . .� . • • • • • . . • • . • • • � T� • • • • . . • • • • • • • . • • • . . . • • • • . • • • • . • • . • • • • • • • • • • • • • • • • . • • . • • . • • . • • • • • • • • • • • • • • • • • • • • • ♦ �� • • • • • • • • �� • • • �� . • • • - • • • • • • / • . • • . • • . . • . . • • • • • • • • �� • ��•/// . . . ... • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . ...... - -- . --- _� - - _--__ - - - . - _ . _ _. _. _. _ _. _. _ . . _ . . _ . - . _. _ . . . - . . _. - . • - - . . . . . . . . . . -:�- . . . . . . . . . . . . . . . . . . . . . 352 __ -- - - _ ___._ - ___ . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . • , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • 352 . • • • . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . ................ ................................ ........ . . . . . . - ' . . . . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . 348 ..... .....: ; - - • • • • • • • • • • • • • • • • • • . • -• • -. • 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18» [NY N- S. -� -W: . . . .18" .INV. - E --Wt . . . . . . . . . . . . . . 18 . INV W_S � . . . . . ' . . . . . . . . . . . . . . . . . . . . W--S:= - - - 346.77 346.67 - ' 346.52 ' . . . . . . . . 344 � ,,,,, p ,,,, 91 91 ,,,, 344 ......... ................ . 0 . ................... .......... . ......... .................... ......... _6 .......... .................... - "D ...................................................... ............. ....... 340 ........ • . '.:...:...:...: ..:...........................................-................................ ........................��..... .... ............................... .................. - . O 340 . . . . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . INSTALL 342, 4± ' L, F, 'INSTALL 342, 4± L; F, - - • . . INSTALL '234.4± 234, 4± L.F. INSTALL STALL 208, 3t L. F. INSTALL* 100, 0± L.F. - PVC SEWER @ -0.35 - - 8 PVC• SEWER @ 0.-35 8" PVC SEWER C� 0.35 ' 336:...:...•. � . . • 8 PVC SEWER @.0.40 6 PVC SEWER @ 1.00% ...... ...........-............................................................................... ............................... - .336 ................................................ INSTALL •99.2 ±' L.F. • 619 PVC SEWER 0 1.00 .............................................. ............................... ............................ .................. ............................... - - . . . . . . . . . . . . . , . .... ..................... ..... :...:.......................... . . . . . . . . . , . . . . . 332 :......... - - - ......................................................................................................... ............................... - - - - .332 10+00 1 12+00 13+00 14+00 .............. .............................. ........... . 21+00 22+00 23+00 24+00 PROFILE T_ I oo Lo �-- II m a Im i 18" INV S =\ 347.39 18" INV N -E -W= "Z A r, r, -7 • 001 IV G to tV Q io 0 � N M +N N0(n w 0 N - 51 CONSTRUCT 16± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 4.80% d' 2 U- L ag-V0 worn Z az wow¢ w< -W r- o WLu a W��'-Oa��Oa .,.�.. M M w =ZV�ZC�� =O �cn��zw >� Q C/) p z --� w cn ca ww��- �v� / !1 W V'1 L c- =�z_m w =OWaw�w�� OAF- F- M Z F- 0u.o_ 9Q��QZ�O "u CC _..._ w U co Qap��F= = z O n.. I- Q ' -'- CD D =� m 0 06 cj)Lu_y V�U`tz0 zzoo-azzO�� c1f) LPL � (j N ca0 o — �WWoV�, =�� Z ,c awzZ<w LZLJ -moo = a �- z z �. L� m N v� c� w�Hazw09OOm Q�waCZ _j W -~ M W a0 - ,,, ,,, a Q oZ> Z Q) O _ • Z�gwaw¢1 -O0O ¢w�--¢w�cvn'��a -1-0 I�- N C6 0- a rn w z a a oz� =0w °Q� Z -�.� c� W r wOz =VpzzwO �... N C� ca =UE�2W¢O �F- zm3�oz�c0� (�,,/ o cL z z F•- w ,.,_ U -aw w pw aw. OLL � r cnwa =ZQUZt]� z°_;OWOu -W� > w 0r=� = A IL) oO m w m 9 0 2 D x �QO = >a =iprnr cwp�Ww =wzp� a�F- OwWtn.J -00 L) wQa2z >wtoQU1 >: F- - `n CWf) ¢W °WwJz0 <1 ww0OwZ'w> -c w w D c v t=- Fes- [� 1=- UOa Q C� 2.86 A:) If ,iii �r cv � � C) lop co m 17 �, -N- HORIZONTAL.- 1 " =50' VERTICAL: 1"=41 it it A w Q a W LL. c � w 1 o w . WWI w p v > w w n U w . Q LL 12- 0 a NlEE R .� 0 U) � L > U v S/038 �c V) z � a' z W Q � � Q � O 06 �U wQ w� u� II�T W Z W Q W C� D 7/14/2014 14 -2772 0 a E N N OF 17 SHEETS 0 0 0 I U) N 3: co z � o o V) > w `n DATE PA JOB No. c v SHEET W Z W Q W C� D 7/14/2014 14 -2772 0 a E N N OF 17 SHEETS CONSTRUCTION NOT D INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT � INSTALL SEINER 00 po ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER J _._! �.�- INSTALL STORM DRAIN — _ = �3 INSTALL NORM DRAIN MANHOLE � INSTALL TYPE °A" CATCH —BASIN w �QOO c.v PROPOSED WATER (SEE WATER PLANS) W PS w oco � Q �r uiu oc oc � T u u --- - -- — 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. oQ0 RADIUS � o DELTA 1 00(D • ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER_ MAIN -. - 00 LCD Lo ''� � 00 n � � 00 po ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER J _._! �.�- _ J J CIO �.�. d�I—LLZOZ =<ZCzH- zWW :r0 FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT O VE THE PROPERTY LINE. ac a. . ° � � , a_ c� ° � � n� a.. IN CUL —DE —SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER w �QOO c.v �f 000 c� z 75' -- � �� c.� z LATERALS_ ARE ON CURVE ALONG STREET RIGHT —OF —WAY, =WCnV�tL zI~ ~� O W Q M • 'd mtj V a C J V V L ow CONSTRUCT 41.0± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.83% HASE 1 &2 18" INV E_ \ 346.19 24" INV S= 345.35 UI� C Li 18" INV N —E —W= 345.85 CHATSWORTH AVENUE CONSTRUCT 51.0± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.67% 1\ / 18" INV W= ■ I' 18" SD INV=- 346.19 3 45.9 2 8" S WR INV= 340.98 18" INV N —S —E= 345.88 CURVE TABLE CURVE RADIUS LENGTH 1 DELTA 1 TANGENT Cl 500.00' 153.15' 17'32'59' 77.18' CONSTRUCT 17.2± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 1.80% 346.19 STORM DRAIN SECTION n,r N.T.S. W h111 63\ f // CO2 HORIZONTAL: 1"=50' VERTICAL: 1"=40 INSTALL 167.1± L.F. 18" L -3 RCP w RGJ STORM DRAIN @ 0.20 ~� QOO j� j� j� ?� ?� `�` mQZ � J �� �W �� �W D w D� z w �?x z= z= z� z= tnp cno cnD Q ��W UQ UQ VQ VQ VZ OZ OZ g �W � � � � a UQ UQ pJw � tA t0 N N� p� �� Ira' Za� O��i.1 .-0 �M �i.I cV� N p�� �U tf) •� W � O3 �Vj M3 G OW c0l� Ow +� � li +� + +W �� �3 r*-- O � M t0 to ^ ^� O+ (W NW r- Irlm N N (n Ln N cn � N + cn N � x356. . . . . . . . . . . ... . ... . . ' . . . . . . . . . . . . . . . . . . ... . ... . . . . . . . . ... . . . . . . . . . . . .. . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . ... . ... ... . . . . . . . . ... . . . . ... . . . . . . . . . . . . .356 ? /l. �,�, �,y APPROX /�tlA lr DESIGN ' GRADS ABOt/F . ,y_ .�. • SE'W,�R'ANO� Sr0Ra1TRAIN . � -- -------- . . 352: ---------------- - - - - -= _ -------------------- .--------------- - - - - -- -- ........ ................... .................... -- -- .-:___ _ �_ ��------------------ ............................. ���� . �����...................:�:� �� __�r---- -: - - -- .............................. ................... ...... ........352 .. ...................... o . . . . . . . . ------------------- .---------- _------- - - -�`- ----- �---------------- .----- - - - - -- - - �-j -�- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ............... ....................... ................... ............. ............................... ........................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348:...:... ..:...:. .:...:...: ..:...:...:...:...:...:... ...:...:...:...:.. .:...:...:...:...:...:...:...:. ...:...:...:...:...:... :...:...:...: ...:...:...:...:...:...:...:... ........................... ..:...:348 .................... ................................................ ...... *UJ* ............................................. ........................... ........ .18" INV �-*W-/ . . . . . . . . . . . . 18" INV *N -S -E= . . . .346.21. . . . . . . . . . . . . . . . . . . . . 34s:as 344 :...:... ... ......................... .................... ......................... ......................... ............. ............................... ... 344 . .... ........ .. ............ ...... .................... ..... ..................... ........ .......... ..... ... 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No co a 4m 0 co w 0 co 0) 0() to VERTICAL.- 1"=4' + w + + I W + + + C44 0) (f) 0 C4 N #4 04 356......... ............................................ 0 cn .......... 356 ............... ................................................. : � A PPR OXIA M TE D� FS1 GN GRADE SEWER AND STORU DRAIN o 352 . ...:ABOVE ................ ....... :...:352 7 ---- - - --- - - - - - - - - - -- - - - - - 6 - - - - -- 7-- 348:...:... ............................... .............. o ....................... .. ......... . .. :...:...:348 'IT INV S= • • 18" INV N-E-W= 346.19 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 345.857 . . . . . . . . . . . 18" INV N-S-E= 34424" INV 'N—W= . . . . . . . . . 24r INV S= . . . . . . . . . . . . . . . . . . . . . .5 A453...................... 345.88 0344 344.87 340:...:.. ....... ........................... *0 ........... �,, ............... .$' %yam . 340 f sh ................................................ 336:...:....... 336 INSTALL 259.2±* L.F. ................................................................. 8"" PVC SEWER @ .0.35%. 332 * .......... * ....... * ......... 332 10+00 11+00 12+00 13+00 PROFILE 5 4 X 1-1* j 19XO,L\ °o: 8 to I ol C) I O)l cy) Kj r OR as J F" w W 1: C r. cn 11­_ cn W W w (n PHASE 1 49 me KINGSBURY COURT INSTALL 166.4± L.F. 24�9 CL-3 RCP w/RGJ STORM DRAIN @ 0.20% U� U� U) j C/) 0 z 0 Z X: 0 x U Z CJI z < < U-) 0 00 0 In o;F62 0 D D w W j (f) j (/)0 z 0 z:r 0 m 0 Z C.) z 0 C44 Ci O ��<v CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1010.00' 380-22' 2134'09" 192.39' 46 F_ r*-. 0;1rh Ld 01 Z 0 0 m Z HORIZONTAL: 1"-50' 00 W• cr VER 11 CAL*- 1 4' %.j w co 04 N N V) cn .— cn cn 0. cn cn cn 0 cn w cn cn 356... ............................... .......... .................... ............... 356 . . . . . . . . . . . . . . . . . . . . . . • 2 .............................. .............. A PPi?0XIMA TE DE$IGN Q?ADE A ABO VE. SEWER AND -STORY DRAIN ........... ............ .......... 352.... .......................... 352 Az ------------ ------------- ------------ ...... ................................................. ...................... 348:...:. .:...:...:.......... 00 ................... ........................ ........... 348 . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . o . . . . . . . . . . . . . . . . . . . . . 24 INV S-E= 344.54 24*2 INV N-W= 344 ....... ..... .............. .............. ....... ......... 344 ... 344.87 . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340........ . * ....................... .......... 340 . . . . . . �., . �,, . . .................. ............ o ....... . .............. ....... 00 336 :... .....:... :.. ............. ..:.. :...:...:. 336 INSTALL '231.4± L.F. INSTALL 16 2.4±' L. F. 6 ' PVC SEWER 0 1.00% 8"" PVC SEWER @.0.35%. ....................................................................... o ......... : : : : : : : : : : : : : : : : : : : : ... ........ ....... ....... 332 * 332 10+00 11+00 12+00 13+00 14+00 PROFILE -ell C, ■ LL, U- 0 0 w M C, C-) co, -) W a ui Lll z Z cf) z C) cl) m m < Lij wwy2ww �_a LLJ o (y) 0 z,�zW= °o (L:� w z ILL Lu <z > co U) C) lz 0 < --Jj c;o -r Z E o w =o`tw�w�� � m- Tom mCN 0 _ iww2gim F- uj C'? Z 0 5OtLp- '� n Z OF- o ui > 0) 0 z C.0 2 w �i 0 W Z F_ Lu 0 0 z LLi o U) Lw u Lu cr_ g 6 a- 0 C) 0 w 0 U, cn z uj w >- o — zo m, a) Ix LLJ U>i c') w U, 0 w m C.,4 z m LL F: CC' (Z!) CL/U) 0 L L I C. 0 Uj LL F- w m 9 0 3:: Q�wWoZ> c,) _j LU a) cy) 06 z a) C) c, -i 0 pwp°�w Z T 6) 1 z 1_5 00 ow < Lwu W w u) Cq c6a- 2 CL p�zCr= °w °Q z 4-0 cy) w co > o uj 0 !;�: z ( w Lu z 0 z z T_ .0 r Ftz u LU < (L ILL — w C) m u u LL 5L ;Z;;z W> <W0 a. 0 C) 0 oW =z <wwacn 0 U- W � 0 W 0 FM- Z _j 0- CW6 FM— Uj 9 M 11-100' OW Fo- z cl, :c D z �Z;� 0 r, " :LU: 0 U) w X: ix � Lu 3: <Z 8 i 5 a g ig: . 5; ;� LL pWa Lu 0 LuI.- O -m CD Llj m > wz w 0 m !� = a l000l Li a c=3 oz cf) M oam Lu 2 Luz a. 0 V) w ui w z g cn cn =x—=:O w D �_ F_ aw. �__ 0 a W_ 0 2 z � Q � J � z w �Q o= �o O� �ti 06 w� �U wQ LL, ILL U) 0 0 � Lu w z z I-- r 0 Z w F- z w w 0 0 w n U- W LL 0 W Q. < r Of 0 < a. 11-100' 00 > < O a l000l 0 C/) 0 V) 5; w z � Q � J � z w �Q o= �o O� �ti 06 w� �U wQ O C� 2 O 7/14/201411 14-2772 0 L_ CL E OF 17 SHEETS 0 0 0 U) 11-100' z a l000l 0 C/) 0 V) 5; w DATE PA JOB No. co -1-i C SHEET O C� 2 O 7/14/201411 14-2772 0 L_ CL E OF 17 SHEETS CONSTRUCTION NOTES CURVE m INSTALL SEWER MANHOLE D INSTALL SEWER CLEANOUT 70.47' INSTALL SEWER 796.73' 35'06'53" 411.32' INSTALL STORM DRAIN - _ = � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN m PROPOSED WATER (SEE WATER PLANS) W 00 00 o6 d- 1f 0 Z so U- 00 u.j U 18" INV E= \ 344.30 „ 24 INV N -S= 15 �' O r Z*-Z + 0 cn cn co 2 D r+ e. {-- -- 5'�53' � CONSTRUCT 41.5f L.F. 18 CL-3 RCP w /RGJ STORM DRAIN @ 0.19% - - -- -- 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 tigM'yF SFF �Ri �SMin . uHOo W ON p CONSTRUCT 51.6± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.93% A 18" INV W= \ 18" SD INV= .544. iU ALL PLAN VIEW STA110NING 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. t �r l m W .a V 0 � W V 0 O 0 M 3 r- 0 of.. ir Li.! � Lu 00 j..... cf) LJ PHASE 3 & 4 W W V0. 10 J W U � co � N N"tyA : � 3 lw- J 5 S C E C A 18" INV S -E =% 344.65 1 R" NORTHAMPTON AVENUE CURVE TABLE CURVE RADIUS LENGTH c, o N 500.00' 140.02' 16'02'43" 70.47' C2 1300.00' 796.73' 35'06'53" 411.32' r ,, c/) �- oc 0 1f 1f w (� m o LL_ Li- V) • 5.89' 4.18' °- w 0 U w I.L. o Z 18" INV S -E =% 344.65 1 R" NORTHAMPTON AVENUE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 500.00' 140.02' 16'02'43" 70.47' C2 1300.00' 796.73' 35'06'53" 411.32' CONSTRUCT 25.9± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.19% 18" INV N= 344.70 8" SWRL I N V= N Lq cl) :) �8z = Q V tC pO cn 18"' INV S -W= 344.32 24" INV N= 342.43 30" INV E= 341.93 0 0 � 6i r 100 0 � Q r ,, c/) �- oc 0 1f 1f w (� m o LL_ LL_ V) • 5.71' CL w of 0 U w I.L. U 18" SD INV= 344.34 CONSTRUCT 26.2± L.F. 18" CL--3 RCP w /RGJ STORM DRAIN Q 0.19% /18" INV N= 344.37 6" SWR INV= 341.08 HORIZONTAL: 1"=509 342.45 344.31 VERTICAL: 1"_4' 18" INV E- W= 8" SWR INV= INSTALL 274.9± L.F. 18" INSTALL 16 7.4± L.F. 30" I " N STALL 165. $± L.F. 30 344.22 338.45 CL -3 RCP w RGJ STORM DRAIN 0 0.12% CL -3 RCP w RGJ STORM DRAIN @ 0.08% CL -3 RCP w RGJ T R S O M DRAIN @ 0.08 STORM DRAIN SECTION '- v i_ oo �- v} i- o� /�-� �n �-- 1--o 1­0 r- C4 i- N �-- � �-- cq t- i• U Qv- V U .- V V 0 r•- 0 tV �„� v. V U r' C,) N w N.T.S. Oqk Oq O O > > >"k Oqk O� Oqk O O D f5 Q W _= .. W I� q Q !- W J � w W = � W W .� W ~ O cl)o cn 0 O ,0 V) j (/).J O Z Z WO V Z O nO Z Z= Z = Z Z Z Z Z Z= Z Z Z Z Z O Z O z O O O O O O Z O = O Z O Q Z Z W �V Q caw O02 02 co C4 N0 0D0 r2 00m com t�2 �'� d-2 co0 * 0 un � 0 O O O tt� 0o M to to 0 6 w � d` 00 co co 1� to a � N 0 co 00 0 4 w O + N N co y � � to N � N 00 04 1* -I' W 'i" W � + W -�• W -� W '�" -j- W .•I- -•� W -� + W -�- W © to 0 d' Vf � W tO U) co � tt� � Oo co to 01 �► O Vf a. e- s-- r- r'• � T-- e- � r L[i N cV (f) CL Va cn O to to U) O U) � W O U U) 356......... ..... ........... .. .. .. .......o.............. ...... ... .................... ..... o....... ............................356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . . .. . .. • . • • • • . . . • . • . • • • • . • . . . . • • • • . • • . • . • . . • . • . . . . . . • . . • . . . • . . . . . • . . . • • . • . • • . • . • . • . • • • • • . i . . . • . • • . . . . • . . • . . • • • • . • • • . . . . . . . • . • . . . . . . . • . . . . . . . . , • • • . • . . . . . w • . . . • . • . . • • . . . . . . . . . . . • . . . . . • . . . . . . . . . • . . Al?PROXIRA TE OESIGN* GRADS . ABOVE SEWER AND STORM DRAIN : : : : : : : : : : : : : �`''>s•: � . 352...... ... ........ .. ,� �o .. .. , '' .... ............................... ...... ............. .................... .......... ��................ 3-52- --- �------ --- - ----- �.____ • '� .� � ,�� o . �, ,y � � ti h . o : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . • . -: -. . . . . . �` � - g. • • • �- ____ i� •� _ +• y.. i j • • • . . • • _- • .I� • . • . . • • • r . y...� +.•' i • • • • • . . . . . . . . • . . . • . • • . . . . . . • . . . • . • . . • . . . • . • . r • • . '� ��..��.r..__ w- ^.�_�'- .mow_ -..�- • • s 348 :... .....: ....... :... :...: .................. .......................... ..... ...... ............. . ........................ ......................... ..... ...... .......... .................. 348 • . . . . . . • • . . . • . . • . , . • • . . . . • • • • . . • • . • • . . . . • . • . . • . . . • . . • . . • . . • • . • • . . . • . • . • • • _. • • • • . f • . . • . . . . . . • • . • i . . • f . . . • . f . . . • • • . . . . . . . , . . . . • . . . . • . . • . . . . • . • . • • . . . • • • • . • . • . . . . • . 344•••••.••• -_ • • • • . . . • • • . • • . . f • . • • • . . . • r • • • • • • i • . • . • • . . . . • . • . . . • • T • • • • • . . . . • . , • • • • • • • 1$ INV S •E � • 18'•' ENV �iW= . 344 • 344.65- A `L • \� 344.32 . - . . . . . ' 30" INV E- a ' • Go 34� 43 341:93 . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - ` Jj • • • • . . s . r • . • • . • • • • , • - w • + • • . • • • r - . s • s • s • • • s s • . • �!1 �`` . • • • s . s • s • • • • • • • . r - e . • • • • r r • • o • • \ • / • • • �// • • • • • • • • • • • • • • • • • • • • • • • s • • • • • • • - • �/� • , _� .�ZL / . y�'' �,, 30. INV E -W- 30" INV S -W= /g J _1 ry ,� �\� ��, 341.79 - 341.65 340........ ....� ........ :�.... ............. ............................�'. ........���'� .. ..:... .. ��...... •,. ....... ..... ... . . , .. .... ... ................ 340 • • • • • • • 'M� • • • • • . • • . . • 1 • • ��. • • A"S • n • • • f • • . . • • • • • • • • • • s ix � �� • ......... .... ............................... ...........••................ ............. ................ .... : ............. : ..... ..... ............................... . . . . . . . . . . . . . . . . yi . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . �� . . . . . y�'� . . . . . . . • . . . . . . . . . 336 .... - ,� ��� �,� ... ..... .. ............................ 336 ......... ................................... . . . . . . . . . . . � . . . . . . . . . . . . � . . . . . . . . '' � `•��- . . . . . . . . . . . . . . . . . 2� •�'� ' • �S'�� . ...... .. ................................. INSTALL 135.7± L.F. - ; ; ; INSTALL* 284.5;± L.F." INSTALL STALL 100.0± ; L.F. - w - - . - ; INSTAtL 100.0± LF. INSTALL 158.8± L.F. INSTALL 138.3± ;L.F. INSTALU;115.4± L.F. •8 PVC SEWER @ 0.35% - 8 PVC SEWER Q 0.39.7 6 PVC SEWER @.1.00%' •1.00% • 6 PVC• SEWER @ 1.00% •8 PVC SEWER @ 0.35% • 8 PVC SEWER ® •0.35% • 1.00% - . 332............... ............................... ... 6 PVC SEWER C - - 332 10+ 00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+100 20+00 21+00 22 +00 U U - paUO wow M cl J LU m: �J~0ZOZ C" W=? CONSTRUCTION NOTES IN 0 C4 wn Ir W 0 J C:) 0 ez 0 too X **�o z pn < 2 QOM 0 M Cp) tf) +c) w W + My) (/) C a. /) 7% 00 Z z W M CL C.)0 0) 3: 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 1 &3 C�t w .j 0 m Z V) r1l 7z rn 07 cn c) c: c: WELLESLEY STREET INSTALL 26.2± L.F. 18 CL-3 RCP w/RGJ qT()RM npAim (a o 1 ao/z INSTALL 17.4± L.F. 24" CL-3 RCP w/RGJ STORM DRAIN @ 0.74% INSTALL 269.4± L.F. 24" CL-3 RCP w/RGJ STORM DRAIN @ 0.74% ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH EWER MAIN. ALL SEWER LATERALS ARE Ti COVER AT GUTTER FLOWLINE AND A 2.251 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. INSTALL PIPE SADDLE PER C.O.B. STD. DETAIL D-9 HORIZONTAL: 1"=509 VERTICAL.- 1"=41 II 11 n 0) 0+ 0 coN K) 0 L6 0) 0) W .j 0 Z Z W cn W �j 1 + 10+00.00 II ` EXISTING IMPROVEMENTS A i/ / �a iti i � 0 INSTALL SEWER MANHOLE X z (1) ril INSTALL SEWER CLEAN OUT > 4 � rrl INSTALL SEWER 0 > z INSTALL STORM DRAIN V) Z INSTALL STORM DRAIN MANHOLE I i rt INSTALL TYPE "A" CATCH—BASIN W PROPOSED WATER (SEE WATER PLANS) IN 0 C4 wn Ir W 0 J C:) 0 ez 0 too X **�o z pn < 2 QOM 0 M Cp) tf) +c) w W + My) (/) C a. /) 7% 00 Z z W M CL C.)0 0) 3: 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 1 &3 C�t w .j 0 m Z V) r1l 7z rn 07 cn c) c: c: WELLESLEY STREET INSTALL 26.2± L.F. 18 CL-3 RCP w/RGJ qT()RM npAim (a o 1 ao/z INSTALL 17.4± L.F. 24" CL-3 RCP w/RGJ STORM DRAIN @ 0.74% INSTALL 269.4± L.F. 24" CL-3 RCP w/RGJ STORM DRAIN @ 0.74% ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH EWER MAIN. ALL SEWER LATERALS ARE Ti COVER AT GUTTER FLOWLINE AND A 2.251 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. INSTALL PIPE SADDLE PER C.O.B. STD. DETAIL D-9 HORIZONTAL: 1"=509 VERTICAL.- 1"=41 II 11 n 0) 0+ 0 coN K) 0 L6 0) 0) W .j 0 Z Z W cn W �j 1 + 10+00.00 II ` EXISTING IMPROVEMENTS A i/ / �a iti i � PHASE 1 to .10 0) + 0 z -low D M W cf) a. t"N . 116A r1l 0 rn W Z > X rrl c: rn rn 4ou 0 OD Z: KINGSBRIDGE STREE %zj Uc1 V�V� �_ (0 �_ t�: fr) w z k0 riot 0 j D D 0 c*4 rw Z D 0 Lij f5 w w f5 w J oy) n 0. j f� �� (/).J (/).j z 0) w 00 Z 0 Z 0 0 0 (/)0(/)0 +< +M U) j xzx ZX ZX 2 0 0 .j L.Lj 0 ozoz z m Un Z 0 oz oz qr81* oz < 0< Q< 0w w 0 020 2 vw- 2 U-) 2 0 cf) 0 r*-.. v- *M o 'C] 0 0 6 If) L0 ��?N� r4) c*4 z * M * 0) co op) 0 + 4z + + U) + I= 0) 0) 3.. (7) 0so NW + x (A + w U) cq w x cf) V� T� w a. a. (n 0 cn 0 10 0. 356 cn ........ .... x 356.M ........................................... ........ 356 .......................................... c ..... 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 0 ..................................................... ................................................. APPROXIMA 7F- DESIGN GRADE A TE DESIGN GRADE ..... 352........... " A80 SEWER MA IN 352: A80 vE SEWER AND STORM DRAIN o ....... .................................... o ..... .. • 352 . * .... ....... • ..................... 35 o A cb;�� c 0 — ----------------- L ------- .......... ------------- ................................ . ..... ........... ............... .............. ... ...... 348 ......... o ................. o ............ . ..... 348 348 ............ oo ... ........ 34 . . . . I. . 18 It- INv -w. . . . . . . . . . . 000111 111 1 1 - 11., , * * * * * * .344.32 o 344.93, II o 18. IN I ...... .. .... 344 344 o ...... o .... o.. 0 ............... . &-f .. ...... 34 18"'IKV*E* W .................. 344.37 24" INV S--E= • 44.22 3 30" INV E= 344.54 V. . . . . . 341,93 I 24"'INV'N-S . . . . . . . . . . . . ... . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342.56 24" IN V N= fbo - 342.4� • 340 ........................................... 0 ..... 340 340 ............ .34 . . A I. . . . . . . . . % . I L ro A/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 0 A 336 % , ....... . ........... 100 - 336 336 .......... * ... .......... ...... ........ 33 4 1NSTALL 288:4± L.F. 8'. PVC SEWER. @ 0.35% - - ` : : : ......... ............................... ............. ................. •'� . . . . . . ............................. . - : : : - INSTALL 99.9± L.F. 87 PVC .SEWER. @ 0.25 To 332. S 0 ...... 0 ...... 0..0 ......... 0 ............... - '332 332 33 10+00 11+00 12+00 13+00 10+00 11 -i-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. it 11 re) tn I J q* 0 w 0 M 0. + 0 cb co < X z (1) ril 0 x ��> 0 0 V� (A > 4 � rrl m rTj 0 > z z 0) 0 V) Z PHASE 1 to .10 0) + 0 z -low D M W cf) a. t"N . 116A r1l 0 rn W Z > X rrl c: rn rn 4ou 0 OD Z: KINGSBRIDGE STREE %zj Uc1 V�V� �_ (0 �_ t�: fr) w z k0 riot 0 j D D 0 c*4 rw Z D 0 Lij f5 w w f5 w J oy) n 0. j f� �� (/).J (/).j z 0) w 00 Z 0 Z 0 0 0 (/)0(/)0 +< +M U) j xzx ZX ZX 2 0 0 .j L.Lj 0 ozoz z m Un Z 0 oz oz qr81* oz < 0< Q< 0w w 0 020 2 vw- 2 U-) 2 0 cf) 0 r*-.. v- *M o 'C] 0 0 6 If) L0 ��?N� r4) c*4 z * M * 0) co op) 0 + 4z + + U) + I= 0) 0) 3.. (7) 0so NW + x (A + w U) cq w x cf) V� T� w a. a. (n 0 cn 0 10 0. 356 cn ........ .... x 356.M ........................................... ........ 356 .......................................... c ..... 35 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... 0 ..................................................... ................................................. APPROXIMA 7F- DESIGN GRADE A TE DESIGN GRADE ..... 352........... " A80 SEWER MA IN 352: A80 vE SEWER AND STORM DRAIN o ....... .................................... o ..... .. • 352 . * .... ....... • ..................... 35 o A cb;�� c 0 — ----------------- L ------- .......... ------------- ................................ . ..... ........... ............... .............. ... ...... 348 ......... o ................. o ............ . ..... 348 348 ............ oo ... ........ 34 . . . . I. . 18 It- INv -w. . . . . . . . . . . 000111 111 1 1 - 11., , * * * * * * .344.32 o 344.93, II o 18. IN I ...... .. .... 344 344 o ...... o .... o.. 0 ............... . &-f .. ...... 34 18"'IKV*E* W .................. 344.37 24" INV S--E= • 44.22 3 30" INV E= 344.54 V. . . . . . 341,93 I 24"'INV'N-S . . . . . . . . . . . . ... . . . o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 342.56 24" IN V N= fbo - 342.4� • 340 ........................................... 0 ..... 340 340 ............ .34 . . A I. . . . . . . . . % . I L ro A/ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . 0 A 336 % , ....... . ........... 100 - 336 336 .......... * ... .......... ...... ........ 33 4 1NSTALL 288:4± L.F. 8'. PVC SEWER. @ 0.35% - - ` : : : ......... ............................... ............. ................. •'� . . . . . . ............................. . - : : : - INSTALL 99.9± L.F. 87 PVC .SEWER. @ 0.25 To 332. S 0 ...... 0 ...... 0..0 ......... 0 ............... - '332 332 33 10+00 11+00 12+00 13+00 10+00 11 -i-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. it 11 re) tn I J q* 0 w 0 M 0. + 0 cb 2: z 41b + C%J X z 0 0 0 � I 0 0 V� (A 0 Ir �= 0 W 0 L6 0) + W + w x 0) 0 V) it I l I i rt m i I � (1) It 0 It oil �� � It V) 0 0 It cf) 0 0 0 LLJ LL. LL °aV0 wC'?cn m z I LLJ Lu LLI wow a: tz 0) LLI LLJ Lu c p : , czf) LLJ t_ 0 �0= CaL 0 LL Z 0- < Z z R Lu �? OZ CA wx: < z co 0 L�u m co X: ul 8 z > cf) aj c) Z W Uj ��ww r=-C%-_ -J 3: � wM . z _j LLI m 0 LL 0 �_ I.- T m z 0 LL 0 1-- Z Z 0 2UJ w a<. 3 SO ED z < 0 0 t-- a- �>X- a < de. 0 z00 - Lij ui c6w�'es8o < 0 6 z 0 m. % 6 CQp 6 mo ow ZO _j .. � 0- w >_ w 0 2 2 w m w > X cf) Ix a z �- c6T < wo 0 w z < I.- x ,, 2 M 6 9 % w 2 W LL �- z § 2 2 �- -, w w 9 < 2 �>_ 6 0 9 w 2 > w 0 w ;t I_ < c r a� c6aUWJ . P 0 9 ww 2 zw W 8) z< < 0- z w w uj 0 CL 2 > in CZ LLJ 0 3: Q L <z ow <z w z w LL m 0 w Ow LL LLJ L,L w> w w rn 0, CO) LLI 5 Z 0 CL m m w W LLJ R z w= > 0 < 0 0 cf) LLJ 0 LLI LL z LJ LLJ C:fr) LLJ 0 m 0 WL _j LLJ !R =) qc� LLJ LL Z ��! 0 > c, 0 m >m- a) �0- F5 Do ZO zcn R Ly 0 uzJ ao. Lij Lu 0 0 LLJ Z < ce cl) >- cf) MIDETO WZD �_ �_ 0 0- �_ 0 a w < 2 it N 0 0) +a 0 cn T� �� PHASE 3 HORIZONTAL: 1"=50' VERTICAL: 1 "=4*1 n Tk W .j 0 X ST EXISTING1 :r Z 0. tit UJI Z UJ I OVE IMPROVEMENTS � I i l �= MW am, II i -i � / , ��� V) I l I i � lip m i I � (1) 0 < oil �� � ��� V) Z 0 cf) rn 000 0 Z a 00 > X > -H C-4 > ­4 < rrl 0 z 0 F= rn r7l w w cf) PA JOB No. > SHEET 0 X W Z U) 0 a: �� PHASE 3 HORIZONTAL: 1"=50' VERTICAL: 1 "=4*1 n Tk W .j 0 z 0 00 fw__ :r Z 0. tit UJI Z UJ 3: LLJ > c/) Lj 0 Ld z W r-- INSTALL 117.3f L.F. 30 CL-3 RCP w/RGJ STORM DRAIN @ 0.09% V) w * w UN 0 J 0) J Nm *0 00 to 0 z z (7) w w V� +< OQ +V) -3 cn 0-j 0) 00 2 T�m V� z z 0 Z:r U) 0 o:r o z U) u z C.) c/) cf) < < (/) n 2 02 0 C4 U) w 0 0 0 x L0 r%, 0 w m 0 0 X + W NS 0 W v- (/) sw� ft lr� to cn a. cn 0 6 356........... ............................ M ...... 356 / ................................. N PPROXIMA 7F DESIGN GRADE -w - �BDI�SE fk AND STORM DRAIN 2 352:...:...:.. . I ............ ........ 52 ----- --- --- - = =�_� ........... .. ................... ........ . ... 348:...:...:.. 348 ........... III o `�R '� Ii: I i • 18 INV W= 4 (341.49) 344:...:... ... - - - - - - - - . . . . ... ..:344 . I' . 36" INY E= 30" INV S-W= .(341.4�) . .. . . . 341.65 r 1. LLJ 302' INV N= 30" INV- N-S= I:...:.. (34:1.49) ...:340 340 :...:...:... o o ........... I", 1 **1 o J I F 336.......... . LLJ ...... .. ........ .336 ............... 1/ ............. ....... *y ...... o o INSTAI-L 104.81 L.F. 332 * ........... 8"" PVC. SEWER @ 0.35% ....... .......... .................. 3-3.2 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. HORIZONTAL.- 1 99=501 VERTICAL: 1"=4' z C) C,e) M c%) m co o C) z_ �- >- 0 �t-_ C%4 <W m V? > qr- (0 C.0 0 X ols U) 0 U) z -" c < m N W 4_70 Wa) cy) Z (1) c) U) Cq z-1-j cy) Lu cf) q,c- C-q CO C) (.0 LL C) 0 < W < LL �� ,��, 00 > 0, u� /03d z�U) J � � >m z LJ,J w z � Q U) 0 = w (D � ' m O � O N 0 z �S �-- can �U } w W � J U) w W F— w a IIT—T 0 CD 0 V) LLI U- (1) 0 W w z Z 0 0 Z Z W > w u (1) > w LL w w < W < LL �� ,��, 00 > 0, u� /03d z�U) J � � >m z LJ,J w z � Q U) 0 = w (D � ' m O � O N 0 z �S �-- can �U } w W � J U) w W F— w a IIT—T 7/14/2014 14-2772 0 E OF 17 SHEETS 0 CD 0 V) V) z 0 V) I > w V) DATE PA JOB No. SHEET 7/14/2014 14-2772 0 E OF 17 SHEETS CONSTRUCTION NOTES N 4 INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT X: Z INSTALL SEWER ¢ 2 � _ = INSTALL STORM DRAIN - 0 INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN W PROPOSED WATER (SEE WATER PLANS) -- -- - - 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 99 100 to 101 o+ O co 98 + r•) 20 � 10+00.00 S o w N79•20i45M _..,,. 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. z Vftft .0 ?W= o�(4 � 36' 36' i 22• � i i i 50 co 51 cv 0 32.12 -. ` to "`•► *Aft ion "� ` c _ S 13 O N 12 +9 97 �' ` - 5.63 ^f78'os ba COO) + �, loft "ft N _ -.,� 0 14 +49.62 o ♦ � to T' -- 2pi 30. / Ii N � t ,- 56 + 10' �ZW f- '� + w O J 5 5 f � �'� ^tV� Q •� N z � � W = oz 06 o6 ow a X: Z O Z O M N ¢ 2 � 00 !- v.=Ci 0. MK v- r- +�+ � W o 0 Coco .- cn + + m U O 7' 5, w W O n ui V c zr.r 50 co 51 cv 0 32.12 -. ` to "`•► *Aft ion "� ` c _ S 13 O N 12 +9 97 �' ` - 5.63 ^f78'os ba COO) + �, loft "ft N _ -.,� 0 14 +49.62 o ♦ � to T' -- 2pi 30. / Ii N � t ,- 56 + 10' �ZW f- '� + w O J 5 5 f � �'� ^tV� Q •� ono z � � S7. = 802 06 o6 52 CL a (15 W L0 o6 I I 0 z CONSTRUCT 91.2± L.F. 18" 1 11 CL -3 RCP w /RGJ STORM DRAIN @ 0.20% 18" INV E= 343 75 vTV.. v 8„ SWR INV- \ 18 SD INV= 336.07 343.67 STORM DRAIN SECTION N.T.S. 00 � 00 00 ro to oIZ II O J �'' V__ 18" INV N -W= 343.57 00 Lo 0 0 � o a 53 = 802 06 o6 52 CL a Uj N W C2 �N ♦N 468.10' 1532'52" NN 0. O �� D 18" INV N -W= 343.57 CONSTRUCT 57.9± L.F. 18 "- CL-3 RCP w /RGJ STORM DRAIN @ 0.41% CONSTRUCT 27.1± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.22% 18" INV E_� L18$` INV N -W= 343.75 18"' INV S- E- W= 343.57 343.51 18" SD INV-= 8" SWR INV= r,-� t° 335.80 343.53 J W STORM DRAIN SECTION �� o If � Z I� !- N.T.S. too ._ ^U N 0. � Z o . z '- o � �-- ¢ O aoin W � w j w K w *0 V40 C/) 0. W tnJ OZ = oz 0 .0 mod.. p -� ''- V W 6 O Z 1� O Z C) Z + V) O co tV co to 0 2 Map �- . Ob -- r- 0 • W Mtt d'* � 0 M�0 U) tJ) + + V) u�� + W ++ ++ 3 U-) U.) LOL U. (/)0 CL O O 1 to 82 78 81 79 80 00 00 Lo 00 Lo to + � ul J 1 r s am cn (n - r ' am A D ---" .... -� S 19 +33.62 M M a w " --18 ....- 15 p ----- .. III-" ,� w 0 17 613 46 E ._.- � S cV N72'28'o0 _ 7 E o 15 +5.11 S N N rej Now slim so No am 6, [ n .+ A 1* (n + ' c0 N + co 5 + + -4 1 OD 00 E 30 cp i-- � cn w �0 20 20' �o' (n (n Mw C4 1 J t� O 7 3 ,- �,. 77 � •-- 1 � �= Z z � a� . � it � 7 Q- w C� mZ -c, T., --N O• W I- m 76 �- cn O c) m G Z = W w Z w Z v o- Z Z W � W O v.3 e:,ro,.o O � V 0_ O O co 3 O ' 1\ _ 0 N W r� W Q co W fl� o � Z oO + 0) ¢ � to to LAJ co a °'� N O nm ,.,,,,,.a� ► °- O.- � to re) cn O + tt) J M c/) W PHASE 1 & 3 SUNNINGHILL AVENUE INSTALL 137.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 0.40% INSTALL 210.6± L.F. 18" ;L -3 RCP w RGJ STORM DRAIN @ 0.40% CURVE TABLE 00 Lo 0 0 I'� LC) r-- 00 06 06 o6 o6 21'11'26" 322.68' C2 1725.00' 468.10' 1532'52" 235.50' m U O 7' 5, w W O n ui V o Z zr.r CONSTRUCT 57.9± L.F. 18 "- CL-3 RCP w /RGJ STORM DRAIN @ 0.41% CONSTRUCT 27.1± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.22% 18" INV E_� L18$` INV N -W= 343.75 18"' INV S- E- W= 343.57 343.51 18" SD INV-= 8" SWR INV= r,-� t° 335.80 343.53 J W STORM DRAIN SECTION �� o If � Z I� !- N.T.S. too ._ ^U N 0. � Z o . z '- o � �-- ¢ O aoin W � w j w K w *0 V40 C/) 0. W tnJ OZ = oz 0 .0 mod.. p -� ''- V W 6 O Z 1� O Z C) Z + V) O co tV co to 0 2 Map �- . Ob -- r- 0 • W Mtt d'* � 0 M�0 U) tJ) + + V) u�� + W ++ ++ 3 U-) U.) LOL U. (/)0 CL O O 1 to 82 78 81 79 80 00 00 Lo 00 Lo to + � ul J 1 r s am cn (n - r ' am A D ---" .... -� S 19 +33.62 M M a w " --18 ....- 15 p ----- .. III-" ,� w 0 17 613 46 E ._.- � S cV N72'28'o0 _ 7 E o 15 +5.11 S N N rej Now slim so No am 6, [ n .+ A 1* (n + ' c0 N + co 5 + + -4 1 OD 00 E 30 cp i-- � cn w �0 20 20' �o' (n (n Mw C4 1 J t� O 7 3 ,- �,. 77 � •-- 1 � �= Z z � a� . � it � 7 Q- w C� mZ -c, T., --N O• W I- m 76 �- cn O c) m G Z = W w Z w Z v o- Z Z W � W O v.3 e:,ro,.o O � V 0_ O O co 3 O ' 1\ _ 0 N W r� W Q co W fl� o � Z oO + 0) ¢ � to to LAJ co a °'� N O nm ,.,,,,,.a� ► °- O.- � to re) cn O + tt) J M c/) W PHASE 1 & 3 SUNNINGHILL AVENUE INSTALL 137.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 0.40% INSTALL 210.6± L.F. 18" ;L -3 RCP w RGJ STORM DRAIN @ 0.40% CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 1725.00' 637.98' 21'11'26" 322.68' C2 1725.00' 468.10' 1532'52" 235.50' 52 ie 51 lo� s N + 0 �� tirot �•I w o U2N ..> f►" r 400 400 '11 + 1p 000 cn O lun 60 61 If HORIZONTAL. 199---50# VERTICAL: 1"=41 W z T- oJ i M D D D D D O+ O ~ W W W W f5 f5 W O04p �[ W f5. W �O � � � � F-- W .J -� -� J --� V)-� �-� �JJ cn O �O V) V)O BO O ZO Ncn`� ZO Z= Z= ZQ Z= Z= �_ 0= OZ O� �� O= °Z OZ vw �Z 0z �z �Z �z c�z a° .)? CONSTRUCTION NOTE 3: 0 4m V) I own own ftwft�� I" La C'4 z10 ..i V_ N cn 3: 60 < mi RIGHT—OF—WAY INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT EXISTING SEWER INSTALL SEWER or 0 EXISTING STORM DRAIN INSTALL STORM DRAIN T- EXISTING UNDERGROUND TELEPHONE LINES INSTALL STORM DRAIN MANHOLE ui INSTALL TYPE "A" CATCH—BASIN _w PROPOSED WATER (SEE WATER PLANS) 3: 0 4m V) I own own ftwft�� I" La C'4 z10 ..i V_ N cn 3: 60 < mi RIGHT—OF—WAY ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ..... ............... . . . . . . . . . . %I............................IP .vi ...... . . . . . . . . . . . . . . . . . 356 . . ........ . . 352: 0100 .................................................... . . . . . ........... ...... ................... EXISTING SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. # * 00 00 or 0 EXISTING STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.59 OF COVER AT GUTTER 14-14- to T- EXISTING UNDERGROUND TELEPHONE LINES FLOWLINE AND A 2.25" MIN* — 7" MAX. OF COVER AT THE PROPERTY LINE. .. ... ABOVE SEWER MAIN �°'�x. ------ ------------------- N ui . . icy z 3 :...:...:...:...:...:...:. . . :...:348 . . . . . . . . EXISTING EDGE OF PAVEMENT IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER . ........ ....... o . o o . . . . . SD STORM DRAIN STATION LATERALS ARE ON CURVE ALONG STREET RIGHT—OF— WAY. o w Z C3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340:...:... ss SANITARY SEWER STATION . . . . . . . . o w . . . NA :340 ( ) REPRESENTS EXISTING ELEVATION 177 12 . . . . 4/ . . . . . . . . �o .. v . . . . . . . tK PHASE 3 D f5 n )(/)0 )zoQ ;v w j + 7t w LJJ *41b "ftft O 04 V) (n 56 cs SUNNINGHILL AVENUE 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. HORIZONTAL: 1 "= 50' VERTICAL.- 1 "= 4' 356........ . . . . ..... ............... . . . . . . . . . . %I............................IP .vi ...... . . . . . . . . . . . . . . . . . 356 . . ........ . . 352: . . .o .... .................................................... . . . . . ........... ...... ................... . . . . . . . . .................. . 352 Cr. or 0 02 0(:) 0 ,z.% �, APPWOZI•A, TE D4-SIGN GRADE: � , `EAR' ANT ------------- .. ... ABOVE SEWER MAIN �°'�x. ------ ------------------- At ui . . icy z 3 :...:...:...:...:...:...:. . . :...:348 . . . . . . . . . ........ 344 . HORIZONTAL: 1 "= 50' VERTICAL.- 1 "= 4' 356........ . . . . ..... ............... . . . . . . . . . . %I............................IP .vi ...... . . . . . . . . . . . . . . . . . 356 . . ........ . . 352: . . .o .... .................................................... . . . . . ........... ...... ................... . . . . . . . . .................. . 352 235.50' or 0 02 0(:) 0 ,z.% �, APPWOZI•A, TE D4-SIGN GRADE: 0 9m o to to(y) 0) ------------- .. ... ABOVE SEWER MAIN �°'�x. ------ ------------------- w U. 348:...:... . . . . . .... o . . . . . .......... . . :...:...:...:...:...:...:. . . :...:348 . . . . . . . . . ........ 344 . . ........ ....... o . o o . . . . . o ......................... ..... o o . . . . :...:344 . :...:...:...:...:...:...:. o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340:...:... . . . . . . . . o w . . . NA :340 356....... 177 12 . . . . 4/ . . . . . . . . �o .. v . . . . . . . tK . 00.00 Go APPROXIMA TE DE,§GN GRADE * A BO VE MA /N O � N 352:...:.. co P_ - - - 1� - - - - - - - - - - - ----- - - --,• . . . . .. . . . . . . . . . . . . . . . . . . 352 336:...:... . . . . . . . . . . . . . . . . . . :. .:...:...:...:...:...:...:. . . . . . . . 336 INSTALL 314± L.F. INSTALL 175.0± * L.F. II ........ 8" PVG SEWER @ 0r35% ... o ........ ........................................... 6 PVC SEWER @.1.00%. 348 332:...:... Z z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 332 . 340 21+00 22+00 23+00 24+00 340 �3iI�� 20' � �� 0 Ld Z Z UJ . L.LJ X z > cf) Z =) LJ V) Ld V) u �— N eNO F- CURVE jo' .i � w DELTA 04 C/) J DO o P5 w J Ob C) N 0 C; 3: C.) z 235.50' or 0 02 0(:) 0 ♦ w N qlm- lw� 0 9m o to to(y) 0) q 0 +0) ) LLJ cf) w U. C-41 + 0 ui N W 0. c/) o (7) 101 ; I �i I II II + y) Ljj 0) `� -------- ----------- -00, w EXISTING S1 0*39'1 5*E M C'41 IMPROVEMENTS 356....... 177 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356 00.00 w 12+25.00 APPROXIMA TE DE,§GN GRADE * A BO VE MA /N O � N 352:...:.. co P_ - - - 1� - - - - - - - - - - - ----- - - --,• . . . . .. . . . . . . . . . . . . . . . . . . 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . II = • V) Jo� 348 50 Z z ................................... . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� < . 340 . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . .. . . . .. . . ............. e ...... 340 uj LLJ w >11,_ .j < . < . . . . . . . . . . . . . . o . . . . . . . . . . . . . . CL o uj cn 336 O � m ......... ... .............. 336 s IAL i Iii Iy1� ;, i41 k �� iii PADDINGTON STREET PROFILE CONSTRUCT 49.8'± LF 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.12% 71 01 0: 01 0 0 1 01 cb + CID SS 0 42.7 CC 0) 0) 0 70 co co -APPROXIMATE DESIGN GRADE ABOVE STORM DRAIN /,----CONSTRUCT OUTLET 18" INV E=- 341.19 18" INV W =/ 341.13 STORM DRAIN SECTION N.T.S. z>1Nuu1uNL FJLN C.O.B. STD. DWG. D-11 BASIN FLOOR 340.8± 1 • > z V) r1l rv� ..4 ril 0 PHASE 3 CURVE TABLE CURVE VN -H M 0 w 0 C:).i 00 DELTA TANGENT C1 P5 w J co C/) NZ W) 15*32'52" 235.50' C/) Z 0 0 ♦ w N qlm- lw� Z < 0 m w w w w U. 0 ui 0 w z U) (7) F: # + y) Ljj 0) c/) x x w cn O� cn 0 w 356....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 356 ................................................. APPROXIMA TE DE,§GN GRADE * A BO VE MA /N 352:...:.. . . . . .. . . . . . . . . . . . . . . . . . . 352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348:...:.. . . . ........ 348 ....... 344:...:.. ................................... . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �� . 344 . . 340 . . . . . . . . . . . . .. . . . .. . . . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . .. . . . .. . . ............. e ...... 340 . . . . . . . . . . . . . . . . . . . o . . . . . . . . . . . . . . o SEE NOTE '$A." ABOVE 336 ......... ... .............. 336 s , I. On" ftom MOM Mom 4�=. mom o •INSTALL 141:0± L.F. A ro 332. 8" . PVC SEWER @ 0.26% .00 tx lb .332 10+00 11+00 12+00 PROFILE CONSTRUCT 49.8'± LF 18" CL-3 RCP w/RGJ STORM DRAIN @ 0.12% 71 01 0: 01 0 0 1 01 cb + CID SS 0 42.7 CC 0) 0) 0 70 co co -APPROXIMATE DESIGN GRADE ABOVE STORM DRAIN /,----CONSTRUCT OUTLET 18" INV E=- 341.19 18" INV W =/ 341.13 STORM DRAIN SECTION N.T.S. z>1Nuu1uNL FJLN C.O.B. STD. DWG. D-11 BASIN FLOOR 340.8± 1 • > z V) r1l rv� ..4 ril 0 PHASE 3 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1725.00' 468.10' 15*32'52" 235.50' U- UL 0 141 w 0 cn z °aZ a. 0 co0 Lu 06 ww z g; uj U, L Lu Lu cn co 'u Zzo Lu w w a- z z � &E 2 2 o w W co m w m w I.- z w w of 0 w w w , z m w=o�awc�'v5•� , w z 2 ,- 2 a 2 E 'a� zaw 3: 0- se ) z = w ¢w0 Z �t w w 0 Lu auc6o< 0 a) w ul - co z 0 Z �QOcai�00�0 ' 0 z <wow X C-9 IS 2 Z W) 009 LLJ LL < Lu 0__ agwwog25� Z Li z w O'L' 0 Lu < 1— 0 0 < - = o w w 101- WW LF- 0 a- J_ W m U�o' wz T 0 w <z < z ce o'- z aw. � Lu -'-" a uz) 0 _u pi '0' )o LL Lzu Z' W o L, u- �- Z z L oz in- LU U- LIU W, Lu LL a. U) < 0 ULi U)- g 0 Co) =3 0 0 z 0 X: z < cf) Z � omo;owoo Lu Luc6'm w w 0 cn ww = 2 �Z:� z 0 m 0 S2 Lu LL w- < .5; Lw co w fk,%. w z0 a 0� L U cf) (0.1 — Z L.Lj < zw_ cn °aD ^d;0 00 0 > z z m< Lu 0 ca OL 3 F- C) + < + ui I Z g U) >- C/) 0 K) 1* 1: 0 1: :c w MLLJ 0 Lu Z D *Tom F- F- a a. F- 0 0 W < w 00 cn W0 * c/) w X 'ur) to w • (7) x + 3 i � I ,I I II I II EXISTING IMPROVEMENTS I I 4 14 +00.44 \ t, I i I tl U)II I I I a) 1 , Oil In o" rn X4 >v > r""o i rri rn > z z 0 HORIZONTAL- 1 "= 50' VERTICAL: 1 " =4' HORIZONTAL: 1"-50' INSTALL 133.4± L.F. 18 VERTICAL: 1"=49 CL-3 RCP w/RGJ STORM DRAIN @ 0.11% 00 co co m 00 w r%% w z 0 c) ;4t - ;L co .1 — z D D ui 0 .00 Cf) L0 m L0 m mw w w w 041 volo Z 0 zo Zo nz m: 0. OZ x o 0Z Z Z 0 z 0 w 0 m r-,.. m Lo x w 0 w W X 0 CO d C/) X 10 0) r*.% ww • + 0 + W T + � x ZZ • U) w c/) cn cn 0 356... ............................... .........356 . . . . . . . . . . . . . . . . . . . . . . . .......................................................... ...................... A. PPRO).(IMA 7t. DES /ON 6R4.DE 1161 ABOVE SE-HER AND STORM DRAIN 352 . . . . . . . . . . . . . . . . . . . . . . ., or . . . . . . . . . . . • . . . . . . . . . . . . . . .. .� .,z, .352 ,by NZ5 • ------------------ --- - -- - - -- ------ - .......................................................... ................... i. . . . . . . . . . II � 348 :..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. •� .348 . . . : . .�.-. . 118" INV S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (345.02) 0 A ABOVE . . . . ii. • 344...... .................. o ........ SEE NOTE. cr 3: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ... . .344 OWWO #AMON* 18 o1NV N= 344.98) . . . . . . . . . . . . . . . . . I o"m aawns am&= ammi majow 0 1 0 . . . . . .1113 V) 18• INV N---W= 1899 INV IN S*-- 0 • 18" INV -E—S= I 342.12 ry (341.-97) (341.86) 3: 340.......... . . . . . . . . . . . . 0 . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 340 N �, tip, i i. N -11� 0 0 li . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . f I . . . . . . . . . V) SEE NOTE.* "A" ABOVE 1 336...• ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . I. f . . . . . . . . 336 V) �w VON* 4"m . . . • . . . . • . • • • . . . . . . . 0 • . • • . . • • 1,/*, 0 • . • • . . • • . • . . . . . . • • . • . . . . . • • . . . . • • • • . . . • • • 0 0 INSTALL' 180± - L.F. C 6" F5, VC SEVER 0 1.00% tK' E 332 * . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 111obbo 0 • . . . . 332 > 0 10+00 11+00 12+00 13+00 14+00 L_ a- E INSTALL 142± L.F. '__01 P ROFILE 8" N PVC SEWER @ 0.25% vo zi C) C,e) C,e) EV4 0") Lr) C/) C) co 'E Z i'-- 0 h—_ N 0 U) a) x ois co 4. < LJL U) 0 U) Z w C%q w a) Ce) CC) C16 W Z c) ry o Z co Lu cl) . C\J C) C) N a. U- (0 w . . m z w w 0 z Z w LLJ 15 w 0 co 5; w w n U- w 0 < w a. a. J�G \14EE R o°G °� U C' o Nv owo Q_ NY Of S U) gem < w 0 J/�► � c/) Lli J Z W < � Q � D = W z 0 F� � O i z 0 � � 0 V) � ui 06, < �U J W 0 III > 1 00 z IWO LL z w � z z 0 W 0 a. 0 w PA JOB No. 14-2772 w U. a. U- (0 w . . m z w w 0 z Z w LLJ 15 w 0 co 5; w w n U- w 0 < w a. a. J�G \14EE R o°G °� U C' o Nv owo Q_ NY Of S U) gem < w 0 J/�► � c/) Lli J Z W < � Q � D = W z 0 F� � O i z 0 � � 0 V) � ui 06, < �U J W 0 III > 1 00 z IWO LL z w � z z 0 w DATE 7/14/2014 PA JOB No. 14-2772 SHEET OF 17 SHEETS, CONSTRUCTION NOTES � 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) CONSTRUCT 40.1± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 0.25% — — — --- 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 f� 0 00�w c cs cr. O PROPOSED SUMP CONSTRUCT 15.7± L.F. 18" CL-3 RCP w /RGJ STORM DRAIN @ 0.32% ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION NTH 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. PHASE 1 M W J O 2 Z Q W N N Lo d- d- JJ� LL_ LL_ � CL 0 uj m z • U CONSTRUCT 92.0± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN © 0.20% myZ Z C r 0 10.. r .co !L J a- 0 6' r z U 18" INV S= 18" INV N -W= 342.08 341.90 18" SD INV= 341.98 $� SW V= R IN 337.65 eSTORM DRSE TION N.T.S. �!T,- - -Z HORIZONTAL: 1 " =50' VERTICAL: 1 " =4' 18" INV E-_ \ /18" INV N -W= » INSTALL 267.0E L.F. 18 341.95 18" SD INV= 341.90 „ CL —3 RCP w RGJ STORM DRAIN @ 0.11 341.89 18 INV W- S- E= �- ©o F-- cv �- r*-. F- F- o M 8 SWR INV= 3 41.8 5 u g cv c� V U M o cv 337.44 = o� > > �� Kw W ,; Kw W O X O= 0� O= 0� 0 STORM DRAIN SECTION Z N.T.S. �'¢ VQ U ¢ �¢ VQ VQ � pi m OD ao I- M m o� O cap to co 0 co 0 C4 + -�-W + + +W +W ° o cn cn cn Vn cn cn Un 356 ................... ............................... ...... ... ...........................0... ................ ............................356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 :.............:...:.. •:... ..... ..... ..... .....:... ..... ... .'....:...:...:........:...:...:.............:...:...:...: •.. :... :... .....:...:...:...:... :352 APPROXIM�4 TE DESIGN GRADE . ABOVE SEWER AND . STORM DRAIN : �, �'' �- ., ,• . . . . . . . . . . . . . . . . . . . . . . . . . . . `���.' '�� . �...... ............................... .� - -- �•. . ��• ,`\sue• 348 :...:.. ..:...:...:...:...:. -- -- ___.-- __ - -_ -_ __: ____ -_ _- -_____ ____- _ -_-._. �__r.-- _- :...:...:...:...:... ... � . .:...:...:...:... :...:... :... ...:...:.348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ............................... ...... ... ............................... .... ............................... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344:...:.. ........... .:...:...:..................... .....• ... ......... ....................... ... ............................... ........344 . _ . . . . . . . . . . . . . . . . . . . . 18" INV N= . . . . . . . . . . . . . . . . . . . 341.55 . . . . • . . . . . • . . . . . . . . . • . • . . . . . . • . . . . . w ...... . . . . . • . . . . . . . . . . . . • • • • . • . . . . . • . . . . . • . • . - . . . . . . . . . . . . . . • . . . . . . . . . . . . • • . . • . • . . . • . . . f8" INV 'E-S -W= 341.85 340 ................. ............................... ... ............................... ... ............................... ........340 18 INV 'E 340.46 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ................. .... ....... .. .......... ........336 lobb � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . .�'� . . �� ��• . I N $TALL 300.3± L.F. . I N STALL 221;1 ± L.F. ; f N STALL 221.1± L.F. • - 8 PVC SEWER @ 0.35% - 811 -SEWER Q 0.25% 8 • PVC SEWER -Q 0.25% - 332 .............................................................................. ............................... ............................332 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE V Ww LL L ■ p a t© w 0 M J Z ) Z w p W r wwww co L!-w, z O �m =Z� �p _ M WiF`O���z0Z M a.¢z �c=wE- o - z� r>°w = cn o�co C� - �- r o �� ; ZWWWQ __ Zzm z �W�wQ w ` N W W =O v=oCW0 u zF_''�') � c rn o L0P . r c% �zZ � O� W C0 < 0 0 o pZa ~Upiz ~1-p (/� (� Q�p t.�Oz °mw 4- Q Cnw wWC6C6m W zzpaaZZO�'or U) (' Z�Otn�p-�Oa � w �- w °� V cn v� U) ? m w awzw w� --0) 0 m N = cl z z u'`- m o��Wwo ¢0r -0O� J z D W -N M ©o Z O p>- zwcnwJwQ°> Zp��,p ¢ =l- t]- � �j -- N W- ¢wt) z0WZWU.j0wpz W � wUQQ � Z pco. z c O- I L.Li C CZ/) W N co iiz w3: z220_w C) C) w R w w u V 0 O w 2 L N tLMcn¢¢ wcn —O 0 r rr�w��Z<Ww°Cn z -j cl)<C }- iww°J�O z�u•'vc°nz Lu =¢0" ° 'S z F_> a J W LL ¢O3: > Rz- °p� ©�ww =W�m >�W�z�oe[C!3 Ow 0C� =ZZRm Lu Z < uwj _21 w 3: COL. wwVOWZ U) w t�- ts- oa�.tz - °oWQ=) 0 0 U I 0 N N C� / 0 N co i E 0 a E N Q 0 w LL Cn w z w 0 w .. J m W w _W 0 U u3 > W n U 0 Ix CL o� NEER * b/ W > v Z � Q � J � z W Q 0 � C:) c\j 06 1 r� �U ry wQ w� Cn Z O C!1 w J71 D Y a w Q 2 Q C� IDATE 7J A JOB No. 14- /2772 I� SHEET OF 17 SHEETS 0 0 U I 0 N N C� / 0 N co i E 0 a E N Q 0 w LL Cn w z w 0 w .. J m W w _W 0 U u3 > W n U 0 Ix CL o� NEER * b/ W > v Z � Q � J � z W Q 0 � C:) c\j 06 1 r� �U ry wQ w� Cn Z O C!1 w J71 D Y a w Q 2 Q C� IDATE 7J A JOB No. 14- /2772 I� SHEET OF 17 SHEETS NEER * b/ W > v Z � Q � J � z W Q 0 � C:) c\j 06 1 r� �U ry wQ w� Cn Z O C!1 w J71 D Y a w Q 2 Q C� IDATE 7J A JOB No. 14- /2772 I� SHEET OF 17 SHEETS CONSTRUCTION NOTES O INSTALL SEWER MANHOLE D INSTALL SEWER CLEANOUT f5LLi INSTALL SEWER C/) O f5LLi W Z i c- INSTALL STORM DRAIN _ _ = � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH —BASIN °� LL U) 0 � PROPOSED WATER (SEE WATER PLANS) W �F;� k� O�� III- i— - JQ- w 1" 0 co O .c to +)C 0) C 0 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 PHAS 2 & 3 k J 1 i i J J 7 ALL PLAN VIEW STATONING 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. rn rn C: > Z CIS C Z rn ZZ. rn c: 0 ern = r 0 DC)WNHAM AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=4' 0 N912140 J 0 ��i�s oy H c O( O Sri r � �c E r. Ll B IBC. HS W` w 0 o2 �E 0 rn v �n PHASE 2 t 1 J a i - s i J Do 7 5 U QQ WU_ Lj_ pa5O w0fn .................................................................................................. . . . . 352: - -.:.- . . uJ M --J Z�UajZ wp W Fes- wwwWQ�i -w 01;L z w- F-- p c1) m W, w w�D M f5LLi O' � = J1--�Q C/) O f5LLi W Z i c- w =Ow�wcnU�u. Z 0 ui 4w� =ZZU°w� 2Z Z o Q°'O�°ow T W C0 U a �W�Wvmzo zzwowo- 26M�� -s °� LL U) 0 � V Q �%� ? t� CWTz<w rw w0 = o F- z z m N Q ., 0zw2]OOm Qo3: <3:: oQ W -� M Z N 4 cl zogcn.roz> ¢wF- �t�Oa. N m Z to M W o- ZO -~'w' e�� �= °W�zWQO° r- '..� N C0 0 (0 O WQW�C~jV0© 0 a- 2ww wcn._O N Q¢ cnwww8cn z�Owo��= < __j z O N W 0 w w W W z 2 ot�1- o.Wwcr) —J in �a 0 356 .... . . . . . . . ....................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o.......356 . . . . ......................... . . . . . ............................... APPROX /Ib1A TE DES /GN GRADE . . . . . . . . . ........ . . 352 :...:.. :...:...:.. Aao.vF SEWER M,�iry ...:...:352 ax/ ....: ..:...:...:... --- — -------------- ...... ...... . 348 :...:.. . . . . . . . . ...:...:...:.. . . . . . . . . . . . . . ....:...:...:...:...:...:...:... . . . . . . . . . . . . . . . . . . . . . ...:...:348 . . . . . ......................... . 344 :...:.. . . . . . . . . ...:...:...:...: . . . . . . ............................... . . . . . . . ...:...:...:...:...:...:...:... . . . . . . . . . . . . . . . . . . . . ........ . ..:...:344 . . . . . . ...... . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�% . ...... . . . . . . . 340:...:.. ...:...:...:...:. ..:...:...:...:...:...:..r.���. ..:...:340 . . ...... . . . . . . . . .................................... . . . . . . . . . . . . . . . . . . . . . . . �,�,�.� . . . . . . . . . . ...... . . . . . 336 . . . :...:.. . . . . . . . . . . ..:...:336 . :...x . �y .:...:...:...:...:...:...:...:. .. ........ ..................................... ... ... INSTALL 303.9f t.F. � � '��' `���° 332 :...:...:...:...:...:...:s' PVC SEWER � 0.25 :...:...:...:.......:...:332 10 +00 11+00 12 +00 13 +00 0 N912140 J 0 ��i�s oy H c O( O Sri r � �c E r. Ll B IBC. HS W` w 0 o2 �E 0 rn v �n PHASE 2 t 1 J a i - s i J Do 7 5 U w WU_ Lj_ pa5O w0fn .................................................................................................. . . . . 352: - -.:.- . . uJ M --J Z�UajZ wp W Fes- wwwWQ�i -w r- z O z w- F-- p c1) m W, w w�D M f=. -�z0z w=¢z�z0wm=� O' � = J1--�Q C/) O -wZV3 O z cn u; U zwWpCUoQ�C�[L W Z i c- w =Ow�wcnU�u. � �- ._ N I-S I_ ui 4w� =ZZU°w� 2Z wr... ji .. (ice Q°'O�°ow T W C0 z zp W Quo ��sozmw a) x 4= Q �W�Wvmzo zzwowo- 26M�� -s °� LL U) 0 � 233 r,00 -,pcL wz wocU2 =cznw �%� ? t� CWTz<w rw w0 = o F- z z m N Q ., 0zw2]OOm Qo3: <3:: oQ W -� M Z N 4 cl zogcn.roz> ¢wF- �t�Oa. N �twi=- v-oWWW�o°zQ o�zw =owU¢� Z to M W o- ZO -~'w' e�� �= °W�zWQO° r- '..� N C0 ~ Z m S H Z Z Z V LU (0 O WQW�C~jV0© 0 a- 2ww wcn._O N Q¢ cnwww8cn z�Owo��= < __j z O p= c) C=O W= W z ~ _ J 06 LL O � W 0 w w W W z 2 ot�1- o.Wwcr) —J in 5 z��ca cn mWOWZ�za�twm QW—J!?wU'S0 - >�-- =Dw =O�wZD I—F_aC..i -UOw< m HORIZONTAL: 1"_ 50 VERTICAL: 1 " =4' 356 ....... . . . . . . � ..................... .............................. ............. .......................... ...........- :o..............356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................................................................................................. . . . . 352: - -.:.- . . ............................... . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -, :...:...:...:...: ...:...:...:...:...:...:...:... ..:...:...:...:...:. ..:...:...:...:...:...:...:...: �.'/ : APPROX /MATE DESIGN GRADE �o . . . . . . . . . . . . . . . . . SE . . . . . . . . . . . . . . ..:...:...:...:352 . . . 348 :...:.. . . . . . . . ------- - - - - --- - - - - - � ------- ------ - - - - -- ---=-------- - - - - -- . . -- ...:...:...:...:...: ...:...:...:...:...:...:...:... ..:.. .:...:...:...:...:...:...:...:. ------------- - - - - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .:...:...:...:348 . . . . . . . . . . . . ....................................................................... 344 : - - - = -- ........... ............................... ..... :... .............. :.. . ......... :............. ......... ...:...:...:...:...:. ..:...:...:...:...:...:...:...: ............... ..:...:...:...:344 340 :...:.. ...:...:...:...:...: ...:...:...:...:...:...:...:... ..:...:...:...:...:. ..:...:...:...:...:...:...:...: ... .:...:...:340 ...... ........ ....... 0 0 0--- ............... ...... 0 ........... ... ........................... . 336:...:, .. �3 :...:...:... :...:...:...:...:...:...:...:.. ��.. ..:...:...:...:...:...:...:. ............ ... ... .� :...:...:336 .00 ........ 9 INSTALL 330.$f L.F; 'INSTALL 330.8f L;F. 332 . . 8 :PVC SEWER :@ 0.25% . .8» PVC: SEWER � 0.25% ...:...:...:...:...:...:...:332 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 PROFILE ill Q a. U cn fl' z w Z O ' J 5� O m w w �S 5 w w ham-- W O aL � w Q a. o a. G�NEER L V � _ W 0 U C%) Z Q J z Q ry 0 (11 06 W W � W � Y w Q � m a U = O m O w ti a Q � � O .10 It 0 0 U D V) I i z O o V w I � DATE 7/14/2014 PA JOB No. 14 -2772 0 SHEET E O E i N h OF 17 SHEETS CONSTRUCTION NOTES m INSTALL SEWER MANHOLE D INSTALL SEWER CLEANOUT ::)z INSTALL SEWER J IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER w w � � INSTALL STORM DRAIN _ _ = � INSTALL. STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN M 0) _ PROPOSED WATER (SEE WATER PLANS) W • V -- -- -- -- 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 to W � W J � � J W W W V) H C i� J � w O� O u7 u c O . _ to C 0 +c 06 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 8 SWR INV= " �_ ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. r: `r' ' ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER _ � ::)z �J FLOWLINE AND A 2.25 ' MIN. - 7 ' MAX. OF COVER AT THE PROPERTY LINE. J N J N J IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER w w � � w LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. z a r °% oz �� --_5 a t— - J- w o19 & CONSTRUCT 15.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.64% 18" INV E= \ 343.10 9 0" IAIX / t- C \Al_ J`tJ. VV HAZ5 I= 1 ZSc 3 JACOB CREEK DRIVE CONSTRUCT 47.0± L.F. 18" CL--3 RCP w /RGJ STORM DRAIN @ 0.13% 1 Q" I nI t / %A/— i st" cn i Ki \i— -)4"S. u J`tL. J u 0"' C1AID iKI\I- %J%J�7.vv z O Cz 7� X 1 W pr - aw J� L U. d- Il- to M r7 M 11 It 0 U- U- N Of W z 0 m 5' LO� �LL_ DD W p Z CONSTRUCT 92.0± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.28% 18" INV N -E =\ 343.10 8 SWR INV= " �_ = 339.69 �(A � N ::)z Z ✓V w W a0 V W 3000 co )D0 O0 w Z.. z M 0) _ 18" INV S= 343.36 18" SD INV= 343.21 I Z Niii� I HORIZONTAL.- 1"=509 VERTICAL: 1"=49 INSTALL 267.3± L.F. 18" CL -3 RCP w RGJ STORM DRAIN @ 0.11% LO j i— N I— LO z wz i— co =N _ _� QOO V rw k F U; F- fWw w KW W OZ wo V�o u�o cn� ono (A �z cno wo z= z= z= oz= z= �WX z= zz OZ 0Z c°�Z �'°Z c°�Z ,.,,,0w oz oQ <c a Q a a BMW Va V� 02 00 0 0) 0)0) 0) CLR 00 00 0) 0 �° 0 0 w D 00 06 ix � w w pj +W + + +W +w +w +W O� K) rj C � 00y) M N q TMW V) V) a 0) cn cn V7 V7 cn 0 + cn to 356 ....... ........... ............................... ...... .............................................. ...a..........................� .............. ..................356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ ............................... ................. ..... . ............... ........................ ...... ... ............................... ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352:...:.. .. :... .....:...:...�...:...:...:.. :...:. .:...: .....:...:...:...:...:...:.. . . 352 . . . . ....... ..... ............... .. ............... . . . . . . . . . . . . . . . . . . . . . . . . . ,��% X, . . . . . APPROXIMATE DESIGN GRADE . . PA BO 1/E SEWER AND STORM DRAIN .... ....................... ........................... ...... ,,z,. .... .................. ............. . �.... _. ................. .ds�� '�� `•� � Off' �� Q'y � ____ ________ 348 � � �` = � _- _______ - __ __ • ____ �_______ _ � __ ��` ��` . _ __ _ ___:�____ - __....... ....... __ . • • • • • • • • . . • • • • • • . •- ��� .s _� ��. • • �_♦ . i • • • • • • • • • • T '�i • T� �! -•�� r -.�� �� �� �.• _ .� _ _ _ .�.� _ _•rte r �� ��.�� T • -. - . ^ .�� • . • . . • . . • • . . - . . • - .. . • . -. • • • • • • • • . • . . • • . . • . . • • . . • • • • • . . . • • . . • . . . • . . • • • . . . • • • • . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . ......... ............................... ...... .............................................. ............................... .............. ............... .................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 . - _ ..:...:... � ...: .. � ...:...:. .344 • ....... .. ..... .. ...... .................... ................ 18" INV N= 342.70 . . . . . . . . . � . . . 14P� . . . . . . . . . 18" INV S -E -W= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24" INV W_ 343.00 - - ��� - . ��� - 340.78 lb . ix . . . 340, ......x, ............. ....... .. .. ................. .. .. ........... �... .... ... .. .. .....340 . . . . . . . . .?� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . ../�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii J � . . . . . . . . . . . . . . . , \��h . - u'�,L . . . . . . . . . . . . . . . 336..... .. ......... .................... ...... ......... ............. .......... .336 INSTALL 300.0± 'L.F. ' INSTALL 310.0± L.F. s' INSTALL 177.2 ±' L.F. INSTALL 96.7± L.F.' 1 N STALL 100.0± L.F. ' . 8 PVC SEWER @ 1J.35% . 8� PVC-SEWER @ 0.35 8' PVC SEWER @. 0.35 8" PVC - SEWER. @ 0.35% 6'. PVC SEWER. @ 1.00% f5 ........................................... ............................................................................ ............................................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ♦ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 V_ wu-ri w pa60 w0v) m z °cw�nz w'pW� UJ LLJ cl) ca LLI —i '0 cn ��tw- � >Lm fnu = O ���OzjV wiz J5 =�zm Q w =OwQw w2u_ 01-1- = 5 W 0 ZI- VF„2pOwp- n.00 wOU)�c�� w pZtlk� ---Q I -ice-F_ a 111 z 8 ¢ &0�� -30zmw cnwVw5 2 0mz0 c2a00c°`n0 30a ��' F- - vi =`to �gzZW aC~Xpzw00Om g0�� Cl <t zo¢ z> o0 C'AD dW~�oa. ZOV - ljzp o1z Z =V�< w 0QO ®az0 W zw vzQ°o�a.ZZZv wI -ww0w� ��cwr�Q�CVUz�O crawp =�¢ pcl) o�°r�>-o wgw aQ = JwW�E--O v�l J zW= p Z Q 0 C� O =Ucnwz �w �<0 >jo�� wO�Ww =wpm Owwo -'I- p O>'tWI"t7�O(Fxw CO � w U ? O > ww00wZ c) a. C) F-- F-- 00- F -00w<M 0 M -0 0 0 { a V) N Cq O 0 N I\ r E 0 Q N Z T_ 0 co co o� .� o Iona. W z L 0 LL! M > U + (mm) w co t .cu X 0 l Q c6 LL 0 (1) ? ca w m N w (0 06z a) C) N Z M w r Nt� C (0 C) 0 Q N r z O w NEER � b/ � Qom' oo �o tco 4 M W 3 > U CD Z '�t Q ' J Z w Q � � Q D = 0 C:) O d- �ti 06 �U w 3: Q w� J F-aggg, D Y W W U m O U Q DATE 7/1412014 PA JOB No. 14 -2772 SHEET OF 17 SHEETS di Q 0 W U- co ~ o w Z.. z w w 'S 2 w a W U. W O w CL I- w o W w Q o... NEER � b/ � Qom' oo �o tco 4 M W 3 > U CD Z '�t Q ' J Z w Q � � Q D = 0 C:) O d- �ti 06 �U w 3: Q w� J F-aggg, D Y W W U m O U Q DATE 7/1412014 PA JOB No. 14 -2772 SHEET OF 17 SHEETS CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE p INSTALL SEWER CLEANOUT 31.50' INSTALL SEWER Q - INSTALL STORM DRAIN = � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN 0 PROPOSED WATER (SEE WATER PLANS) W Y N Q r' W Q-- W W > W M _ Q � C Q W X W 0 U) w C 0C. 0 .mac 0a • -I L Q oV -- - - - RIGHT -OF -WAY - -•- -- EXIS11NG 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. l"' _ w 02 .0 r^%Ic% . Nc% T— e- W% ar 1. LL W W /A PHASE 1 &2 HANNAH LYN AVENLJE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 500.00' 31.50' 03'36'34" 15.75' Ne N- UJ W � W W U > W M y -r O0(/) U W <C W -7 (l) -N- HORIZONTAL: 1"=50' VERTICAL: 1"=4' QQ QQ uQ Q;& 0 1*1. .1 05 w f5 w f� w f5 f5 Lq w O cn � O M O OOz = O= O= Z � Z �_ UQ (Q U UQ UQ U Q Q co g N N NM O M ir ix 0) .-W$ N� �� O 03 rn� h + + N�N MN �� � � Oi� ... cn N N cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N 356.. . . . .. . . ..... . . . ..... . . . . . . . . . ...... . ........ . ..... ....� � N . . . . N . . . . . . . . . . . . . . . . N . .. . . . ... .... . . ... . . ....... . . . . . . . . . ....... . . ... . ... ..... . ... . . .... ..... . . . . ...... . .... . . .. .. .. ... . ............. . ..... . ....... . . ... ... ...... ... . ... .. .x .356 . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . ........................... ........................... ............................ ................................................................. .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 :...:.. :...:...:...:...:.. .:...:...:...:...:...:...:...:. .:. ..:...:...:...:...:...:...:...: .. :...:...:...:...:...:...:...:.. :...:...: ..:...:...:...: ..:...:...:...:...:...:...:... :...:...:...:...:...:--- :...:.. :352 /cb i4PPROX /MA TE DES /GN GRADE ,S' ABOI� SEINER .MA /N . . ���'� L z 348 : ---------- - - - - -- ------------ .----- r--------------- - - - - -. ...... .................... ........................... .. ............................... .. ............................... ........ ............... ............................. ....... .............-- .---- .---- . -r,?� .348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ................... ............................... ... ............................... .. ............................... ......... ............... .............................. ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 :...:.. ...:...:...:...:... :.. .:...:...:...:...:...:...: .: ...:...:...:...:...:...:...:... . .:...:...:...:.- .:-- .:...:...:- . - -:... ..:...:. - -:... ..:---:...:...:...:...:.. .:...:...:...:...:...:...:...:. :.. 344 IlllllllliiiiiiiiilllillillililljllllllllllllllllIllI 100/1 o� is� sn iNV N -s= • . i���.�Q•. �/ 6+. ...............43.22.......... . . . . � . . . . . 340 � ...:.. ...:......: :...:...:...:...... . . � 6�°�- ... ......... ... `�oQ`` :. ., �, ... ... �ti�.................. ............................... 340 41 law SIMON NONNI liiiiiillllllmwllllllll own WWI. Will Impoommom� 336 :... ���. � ��� � ...:...: ...:...:...:...:...:...:...:... .: : ���� 9 R� � ,�,� ... ... ............................... .. ............................... ......... ............... .............................. ............................... .336 INSTALL 317.21' L.F. INSTALL 217.11 L.F. INSTALL 215. 0± L. F: INSTALL 100.0t L.F. INSTALL 390.0t 'L. F. �.y'��'• 8 PVC SEWER C�. 0.80% 8 PVC SEWER CD 0.35% 6 . PVC SEWER .CAD 1.00 6 PVC SEWER C� 1.00 . 8"' PVC SEWER C� D.52 %. . .................................................................................................................................................................................. ............................... . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F5 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 wU_ u. LL U- paVO w0u� z °a- 'z w °�� �mWw W¢po �.JJf'- 0��- -� zaZ w =�Z~ZW'l' =0 v,0 mom,- U 0 .J WzLn w =0Wawww�� 01-- I.Tw����� Z�wa--�°�o ©_ uj �aoaow0 E-- w a. < L �- PE M, g ao �-�0Z Lu wg005C6 Z0 zzoaW.Lau.0z 253: O to 0 0 -� 0 [L Ins W�� -wow ww >-W0�?Z =cnw owzW��WF -cn0 Q� =gz� 0Qm w�.�- �z- = °cnF- po�¢� azoQ z~ O W 0 W Q° o 0 Qom--, =UpUtt c/)OWW WpZa O 0w Z w O j V Q aW�z =Zazz° U= Lu z'cw w f--zw UzpO°�°~-WZZ,U —�- w w Ow W Lu W Q U U Cl) — o UL v)wa =zQ aw OW =mow= U) ix -,�U�, 0 Lu=: ZQQOp zp =0wn CY_w z H_ 0 J LL <0 Ozr Lu oww0) —'�= ED waLifz >t13°°<t� >}:wt-- tn0cn- m°w°O�z�?pQm ==�?ocr=o�wz� Ht-- aMF_00W< .(1) D 0 0 0 N i i 0 r V) N v 01 Q N �I V Z 0 .,.,.�. M o L0 (U 0 � LLJ z �. '-- >- N U T- tn , cu X a Q °6 c U. 0 z M w m �, oes W � M z a O L.L. 0 t/) Z ct 3 Lu Foamsr r N 00 C) 0 N � III /G\NEER � b Na° M W � > v W V /938 (n z Q J z Q ry 0 2 W W z O w w i W U) Q I C:) Mgt N r*4*0 U Q w z w Q z >M J 2 Q Z Z Q 2 'I DATE 7/ PA JOB No. 14/272 I) SHEET OF 17 SHEETS u.i Q 0 w U- cn ~ O CL w z z J 0 m w w 'S w_ Q U > w LL. n a L o a /G\NEER � b Na° M W � > v W V /938 (n z Q J z Q ry 0 2 W W z O w w i W U) Q I C:) Mgt N r*4*0 U Q w z w Q z >M J 2 Q Z Z Q 2 'I DATE 7/ PA JOB No. 14/272 I) SHEET OF 17 SHEETS CONSTRUCTION NOTES D INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT m INSTALL SEWER SS SANITARY SEWER STATION FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. _J_ ( ) REPRESENTS EXISTING ELEVATION INSTALL STORM DRAIN _ _ = � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH - BASIL .� z t� PROPOSED WATER (SEE WATER PLANS) W 11 F J " w O� &C �r o� a ,*`a v� a u 0 � N rKUruStu SUMP INSTALL 79.5± L.F. 24" CL -3 RCP w /RGJ STORM DRAIN @ 0.11 I N STALL 53.3± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN Q0.10% - - -- - RIGHT -OF -WAY CURVE -- --- EXISTING SEWER d- I - -- = EXISTING STORM DRAIN TANGENT T EXISTING UNDERGROUND TELEPHONE LINES EXISTING EDGE OF PAVEMENT m SD STORM DRAIN STATION _� SS SANITARY SEWER STATION FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. _J_ ( ) REPRESENTS EXISTING ELEVATION _J �*z IN CUL-DE-SACS AND KNUCKLES DISTANCES FROM LOT LINES TO SEWER ci 0 U O u- w ' ' 0 0 5 5 �,a- J 0 U 00 qd- 00 It 0 ._._. t/i cU x `_ Q °wUZmw 2z wo- �ZOZS.ow_ " U.. U) 0 (j) c� °�au,00 -� °a wz WWUcnw�w .� z t� cl >0c�Wi= -•u�0 w m N 4k ., W .�.. co O 'w M Z�Onw�CF -Ow z .�.._ U ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. CURVE RADIUS d- I N TANGENT ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. co c6 00 m ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER _� 0) �. FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. _J_ _j o ,1 _J �*z IN CUL-DE-SACS AND KNUCKLES DISTANCES FROM LOT LINES TO SEWER ci 0 U O u- w ' ' 0 0 5 5 �,a- J 0 U LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. z o z 0 ._._. 01 N �t t� 00 00 d' .14- M M co J J oo O w UZc, APPROXIMATE DESIGN GRADE -� ABOVE STORM DRAIN l CONSTRUCT 57.4'± LF 30" CL -3 RCP w /RGJ W 0.40 STORM DRAIN @ 0.42% � E-_ 40 CONSTRUCT OUTLET STRUCTURE PER C.O.B. S= STD. DWG. D-11 BASIN FLOOR 338.2 PHASE 1 & 2 INSTALL 93.1± L.F. 24" e%E -7 r,ZN r, - -- /r-% r% i IAIC`TAI I 7 7 AI I C f) A" CONSTRUCT 25.6± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 0.20% 18" INV S -E 343.22 _ 18" SD INV= CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT F C1 500.00' 31.50' 03'36'34" 15.75' CONSTRUCT 20.6± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% ' ivi /18" INV N= 1 I N- .= 343.21 A 8 N V _ �S- IAICTAI I ZZG A_L 1 C 0A" J J C E op 3 op J 1) U ■ W U- LL O pa2O w cn m J w Iz-- Z w0LLJ� WwLLJCoV,w �u-W r z O cn , n = z F- F' n wmiP001,- zaOz ,r■�■ M M °���wzcn?� � co C� � -�Q �o�roz_,cnaic_� ZW Wfl'J� O r Z L =�Zm �wI-W Cw(1) -. >_ 0 N w =o =wv3UQ --- Z 1- U cn 0 p - �Q��zZ� °w� �t� > ""- OC o c0 tra0OaWQ Q °11� =i--� = =Z ~1"'p V nZa�vWz Qww 3:0 � - t/i cU x `_ Q °wUZmw 2z wo- �ZOZS.ow_ " U.. U) 0 (j) c� °�au,00 -� °a wz WWUcnw�w .� z t� cl >0c�Wi= -•u�0 w m N n z Z Qt- �I:aZ�. o can w0 ., W .�.. co _z �OQ�WI°zoa n zoc�cn.��?z> 06 Z � O Z�Onw�CF -Ow Zpwwwu 0 Lu - wozQ 0- Z Lu j c� J= azOa =owop`no C U=0wZv 2 zm CCQ ° O 2 Ow � U w O ¢�w U O a .Qwc? ZQUZgnw� w Q CL 0 = Ol � = Z -i O V? `w�g° w FX-- _� Q0W I-- =01 QQOp Z ow p 2 U W= � ? J W Sao �on� aw°_ =wLm LL LLJw owWCn -� f== 1.`' >wmtD a2z v� coW0WZ�?aam Qua- '-�wv�a * >co_ _ =0 dzor`iwzm F-- I- narUnfY<C� INSTALL PIPE SADDLE PER C.O.B. STD. DETAIL D -9 66 -N- HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 4' �- N t- 00 t- O E- O l _ M 11 V� !- eh F- N !- 0 N_ N t-- in F- M !- co H- d- I- r` UM C)� U ;L Ud- U� 0 UN Ud- U� U� C)N U� UN 0; O O : O O > D O O O > > O O O W W P5 W W W 1-- J 1- W W W f5~ ~ f5 W W W W (n J z0 z° Z= �� Z� Z= z° Z Z0 z° z° Z Z= Z° Z °� OX ° z O= O= O z O_ ° Z ° Z ° z O Q ° Z O Z ° Z ° Z UQ UQ Ua UQ UQ UQ UQ UQ Ua UW UW c�Q COQ �Q U< M O� N2 d-2 00� 02 02 �2 � J r` j om r`2 02 r!2 to O M 00 O r` to co O tt) �d- �- , o ao rz ,fl 00 cn 0 V 0 � V) rn �* M r- to �- r- � � M co � t1� � � 00 � 0) + + + + + + + + +W + + + r--W � toW to {�.W C+pW 0+0W O �W N NW O O O � V Vol �- .- V) .-- V) � V- N N p p p o V) D V) V) V) a V) O V) 0 V) V) � V) V) to to V) V) V) cn cn V) 356....... ... .... ....... .. ............................. ............................... .............. ................... ............... .... .......................................... .... .356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... .................... ............................ ................... ............... .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352 ..... .... ......: ........ ... .............................. ............................ ....... ... .. ................... ............... .... ................... .......................... .................: . :352 . APPROX /MA TF DESIGN GRADE . . . . . . . . . . . . . . . . . ABD I/E if AND STORM DRAIN �r �' • g . �_� �� . . `�s��'y ��� '`� . . . . . . . . . . . . . . . . .`���'y . . . . . . . . . . �Jw %11 � . . . . . . . ` �_ CK.•. . . . --------- - - - - -- ---------- - - - - -- '� - - - - -- - - -- ____ -_- ���� ti ------------ - - - - -- ------------------ - - - - -- -- _ -------------------- - - - - -- -- - - - -- . - - - -___ ____ -__ -__ 48 348 ....... .................... ............................. ............................... .............. ................... ............... .... ........... ...... .............. ............................... - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... . ....... ............ ............................. ............................... ................... ............... ..... ..... ...... .............. ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , ,�� • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . „ . . . . . . . . . . . . rQ . . . . . . . . . . . . . . . . . 344....... ....... .......... . ...... .. .... ............................... .......... .....1sIKVN -S= ................... ..... ... ... .... . ..... ..... ... ... .344 343.17 1 S '1 N1/ ' N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . » . . . . . . . . . . . . . . . . . . . . . . . . . . 342:70 . . 18" INV N= 24 1NV E -W= . . . . . . . . . . . . . . 339.91 ,,,,.,. -•- �..� ... moll amm mwm _,,,. amm 341.55.. ............ ............................... ........... • ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 IN V E_ 1$"' INV W =. wwo -- . MONO • .... �„�, .nr �■■� .■ter """" r■� �■r� an■r �� ,�.ir■ .�, �■■� �■� r■� a■is v'n' ""'� '■■ w amm . 340.40 � �.. amm � + � � = � � ,,,■,� r,...... � .....- • 340.46 ,� 24" I N1/ E-- W- GR.. "..' .:■• mom ` �` • cQ " �4 IN V � 339.49 �.,...■., .,,,,. _.■. �...■. --- -- --•- ..� _.., ......., ...,, ..,..._ --- W- mono .. ..... ��.... .. .... .. .. .... ... .. .. �..................... .. 3.40 3 ... ... .... .. .... ,..,............ _ .■+. - O �, 24 INV W 33.9.E -0 �.,....... " �,y ��,. 24 ENV E W- o A� �` 340.78 . . . . 24 INV E- W= . . \ . . � . . . . . �� . . . ` . . . . . . . . . � . . � � � � ''� 340.40 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340.02 �� �� . . . . . . . � . . . . . . . . ��� . . . . . . . . . . . . . . . . . . . 30'.'INVS� '. ............... 'S�.. ... ............................... .....`.......... .... ................... .......... ............................... ..... •.�� � 338.90 336., .... ....��,........... ....• ........................ .....•......................... .... ... ............................... ... .... ........... ...... ....... .................. .336 INSTALL 1' 43.2E L. F. INSTALL 379.8± L.F. INSTALL 219.7E L.F. INSTALL 100.0± L.F. INSTALL 125.0± L.F. INSTALL 300.0± L.F. : : 8 PVC SEWER 0.0.36 %. 8 PVC SEINER 0.0.35%. 8 PVC SERVER 0.0.35 %. 671. PVC SEWER . @ 1.00% : 6 PVC SEWER 0 1.00% 8 PVC. SEWER @ 0..35% : ........................................................................................................................................................................................... ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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 r. i G� \AEE R .K co ix > U (/) Z � Q J � Z W �Q a o= � CL z 0 C:) W�) 0 q1;T < (n C\A J cz W 0U wQ w E- U U V) N 3r. z j a o CD C I W r N DATE 7/14/2014 N PA JOB No. 14 -2772 SHEET E 0 E N OF 17 SHEETS w 0 W CL LL cn (� �+ O W z z '_ 0 w w F_ W W 0y W w n w a H LL w o w Q CL G� \AEE R .K co ix > U (/) Z � Q J � Z W �Q a o= � CL z 0 C:) W�) 0 q1;T < (n C\A J cz W 0U wQ w E- U U V) N 3r. z j a o CD C I W r N DATE 7/14/2014 N PA JOB No. 14 -2772 SHEET E 0 E N OF 17 SHEETS