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HomeMy WebLinkAbout1.2-7347 Ph 1 & 2p�a Usw w ZCZ����d2Y& 16 t50 s`xd '-^w�xF`T p?ZOSC MEN ..,aL%p' 7�E".@64Z,�UE qKS,t. z ilzz � D�Y4 k��Oq� NOT Hp Ox wa w,i Z- ¢us p�MROw '"YKL,��J.a�A`w {rg o] CCgg[[ Fe -04 F�176�"%i BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A. LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET ELEVATION=353.03 BASIS Of BEARINGS: THE BEARING OF S 89°19'48" E ALONG THE CENTERLINE OF WHITE LANE AS SHOWN ON PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERCER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON, BEING A DIVISION OF PARCEL "A" OF PARCEL MERCER NO, 18-0163 PER CERTIFICATE OF MERCER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R„ ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, k4,D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. k A L m ) .STOCKDALE -1-7--1 $ STEET INDEX NUMBER $223 ti Itl �ry.. SCHOOL O i � � �� ' HIXl4 4)pwV IVF _ — LANE SEWER CLEANOUT W/NUMBER Loi 4 Ptd 61 11881 STORM DRA#N MANHOLE W/NUMBER 12-0351 PROJEC CATCH 3ASIN W/NUMBER PROPOSED SENDER MAIN CSw�Z Z'�Os= PROPOSED SFORM DRAIN �S LCT t - =7 PCI. Z �E0 W U �0¢' Wp ` IN ! t'pg J-ab8i EX*STING STORM DRAIN ( Ce OZr-wiC TOP OF MANHOLE ELEVATION iti MUIRIAN6S PIPE INVERT ELEJAIRON m ARS N s Z e'.e mgt)=¢O=mW P.V.C.- WPp'x G1¢U ¢ Ldw_i�c7wow7_' SHALL.. VERIFY ALL. LENGTHS PRIOR TO Q BIDDING THIS PROJECT REVIEWED BY - WHITE LANs - moo a ..... -TR 5188 LGA No M1' vH _______ ,. __`_"______ --'__ -r� mwOJ p0Y- .-..- Jd42 � PUBLIC BKS DIRECTOR, CITY OF BAKERSFIELD DATE � ° y & 3' 36ASSISTANT Co I,4- J. PATTESON RCE 44898 _ SSNSS#12 CO#2STUART DRV BY: =-_->_-= z<C3lAPPROVED 46 4a 49 t Z Y. I -10 tt 3 34 +1 3-0wa ¢ MOO P T1,3521- rlr(___.....___�yutpPUBLIC WORKS DIRERi'OR, CITY OF BAKERSFIELD DATEa' 60 7i'� 25 2a ;'I, `\ w I C wwo n a kfillni Ac r elnt cD D n r C1 Aan 2D ze 2- z6 ,I TRACT7254 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A. LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET ELEVATION=353.03 BASIS Of BEARINGS: THE BEARING OF S 89°19'48" E ALONG THE CENTERLINE OF WHITE LANE AS SHOWN ON PARCEL MERGER NO. 18-0163 PER CERTIFICATE OF MERCER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R., WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON, BEING A DIVISION OF PARCEL "A" OF PARCEL MERCER NO, 18-0163 PER CERTIFICATE OF MERCER RECORDED SEPTEMBER 25, 2018 AS DOCUMENT NO. 218125707 O.R„ ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, k4,D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE SHEET NO. INDEX CiD TITLE SHEET Cz) GENERAL NOTES & STANDARD DETAILS M SHELLEY ANNE WAY (7T) LODEN DRIVE 42+69 -- 50+00 05) LODEN DRIVE 37+ — 42+69 CE) MARIAN WAY 10+00 — 15+63 C7 � MARIAN WAY 15+63 — 22+34 ) ASHLYN DRIVE CT� CELESTINE LANE M. CHAMPLIN PLACE EMMERLING LANE GRACIE COURT 0D SERENADE DRIVE COHASSET COURT Y MAP_LQN,D k A L m ) .STOCKDALE -1-7--1 $ STEET INDEX NUMBER $223 ti Itl �ry.. SCHOOL O i � � �� ' HIXl4 SEWER MANHOLE. 'A'/NUMBER _ — LANE SEWER CLEANOUT W/NUMBER Loi 4 Ptd 61 11881 STORM DRA#N MANHOLE W/NUMBER 12-0351 PROJEC CATCH 3ASIN W/NUMBER PROPOSED SENDER MAIN SITE PROPOSED SFORM DRAIN �S LCT t - =7 EX€STING SEWER MAIN ` IN ! t'pg J-ab8i EX*STING STORM DRAIN l/ la. TOP OF MANHOLE ELEVATION iti MUIRIAN6S PIPE INVERT ELEJAIRON m ARS N s Z (EAST, SOUTH, NORTH, WEST) IE P.V.C.- POLYVINYL CHLORIDE ¢ = APPROXIMATE LENGTHS, CONTRACTOR SHALL.. VERIFY ALL. LENGTHS PRIOR TO TR BIDDING THIS PROJECT IW REINF"GRCEU CONCRE:T: PIPE t VTrM 11838 �J�.. RUBBER CASHET JOINT -TR 5188 LGA No M1' CATCH BASIN {f WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE SHEET NO. INDEX CiD TITLE SHEET Cz) GENERAL NOTES & STANDARD DETAILS M SHELLEY ANNE WAY (7T) LODEN DRIVE 42+69 -- 50+00 05) LODEN DRIVE 37+ — 42+69 CE) MARIAN WAY 10+00 — 15+63 C7 � MARIAN WAY 15+63 — 22+34 ) ASHLYN DRIVE CT� CELESTINE LANE M. CHAMPLIN PLACE EMMERLING LANE GRACIE COURT 0D SERENADE DRIVE COHASSET COURT Y MAP_LQN,D (K> STEET INDEX NUMBER (} ss#12 SEWER MANHOLE. 'A'/NUMBER CCC CO#12 SEWER CLEANOUT W/NUMBER a SD#12 STORM DRA#N MANHOLE W/NUMBER ,,M, CS#12 CATCH 3ASIN W/NUMBER PROPOSED SENDER MAIN PROPOSED SFORM DRAIN :........_...._ EX€STING SEWER MAIN Sa----- EX*STING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INC.- PIPE INVERT ELEJAIRON {E,S,KW)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE ¢ = APPROXIMATE LENGTHS, CONTRACTOR SHALL.. VERIFY ALL. LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINF"GRCEU CONCRE:T: PIPE R.G.J.- RUBBER CASHET JOINT 1, - CATCH BASIN z, me C3 ►. :_ MAJERIALS.,...I*I.I ��. .. � �1 ..A\ y L� / ` 70 / BELCOURT PARK ^,l � ! l ESTMATEO QUANTITIES FOR P..AN �r \ A,w UNDER CONS,RUCTEON Y_I. ' _1 CHFCK AND INSPECTION CALCULATIONS. ��� �, 11 °g?, ✓ is {NOT APART} ` , ' r { j NOT TO BE USED FOR BIDDING PURPOSES. ^��2 �I 1 ti-' `�^ 1 • %� 2G 1D ' ''a'! S'tiZ3 ..� �„�� UdClF3CR0UND SERU:CEFiERf SEWER PHASE 1 PHASE 2 TOTAL FSOUTHERN GhTORN14 8" SFWER MAIN 4,770 LF 581 LF 5,351 LF 6" SEINER MAIN 561: LF 700 LF 1,261 LF =1" SEWER MAIN (LATERALS) 2,918 LF 1,045 LF 3,963 ;.F SEWER MANHOLES 19 EA 6 EA 25 EA = » ' ii 4e ' , ✓"Pda;SEWER CLEANOUT 5 EA ' ! m! 0 EA 5 EA SEIMER CLEANOUT (TEMPORARY) 4 EA 0EA 4 EA fl �`,\� '*�, ���Q�/--.....___ ✓'� s j I TE—N(S) I EA 1 EA 2 EA 3 ' � � �� ; "" "� 1',-, � V '. ��^�. LLL STORM DRAIN N. / _"___ ... __._t_,_ .. TRACT 723$- ( ',e d CATS 3711(201{9 se","'" PA JOB Na 3060G 30" R.C.P. STORM DRAIN 710 LF 0 LF 710 LF 7 r ,�^ r ' r �`.^� �' t v. 24" R.C.P. STORM DRAIN 756 LF 0 L= 756 LF .----- -, 18" R.CP. STORM GRAIN 233 LF 173 LF <OS LF PIN. 7011 FRE.1410947ESA ` SHEET TYPE "A" CATCH BASINS 7 EA 2 EA 9 EA +r .' , ' ATLEWTWO DAYS BEFORE YOU DO Y f '-TRAC� 7288-3 f STORM DRAIN MANHOLE 11 EA 1 EA 12 vl%�'� OUTLET STRUCTURE EA 0 EA 1 EA r MPORARY SUMP CHAIN-LINK FENCE 760 LF 0 LF 760 LF K E 1 A[(} (, 7 47 I I t r I SCALE_: 1'=200' COB RECORDS No.I I OF 12 SHEETS j f.� +tl MAJERIALS.,...I*I.I ��. .. � �1 ..A\ y L� / ` 70 / BELCOURT PARK ^,l � ! l ESTMATEO QUANTITIES FOR P..AN �r \ A,w UNDER CONS,RUCTEON Y_I. ' _1 CHFCK AND INSPECTION CALCULATIONS. ��� �, 11 °g?, ✓ is {NOT APART} ` , ' r { j NOT TO BE USED FOR BIDDING PURPOSES. ^��2 �I 1 ti-' `�^ 1 • %� 2G 1D ' ''a'! S'tiZ3 ..� �„�� UdClF3CR0UND SERU:CEFiERf SEWER PHASE 1 PHASE 2 TOTAL FSOUTHERN GhTORN14 8" SFWER MAIN 4,770 LF 581 LF 5,351 LF 6" SEINER MAIN 561: LF 700 LF 1,261 LF =1" SEWER MAIN (LATERALS) 2,918 LF 1,045 LF 3,963 ;.F SEWER MANHOLES 19 EA 6 EA 25 EA = » ' ii 4e ' , ✓"Pda;SEWER CLEANOUT 5 EA ' ! m! 0 EA 5 EA SEIMER CLEANOUT (TEMPORARY) 4 EA 0EA 4 EA fl �`,\� '*�, ���Q�/--.....___ ✓'� s j I TE—N(S) I EA 1 EA 2 EA 3 ' � � �� ; "" "� 1',-, � V '. ��^�. LLL STORM DRAIN N. / _"___ ... __._t_,_ .. TRACT 723$- ( ',e d CATS 3711(201{9 se","'" PA JOB Na 3060G 30" R.C.P. STORM DRAIN 710 LF 0 LF 710 LF 7 r ,�^ r ' r �`.^� �' t v. 24" R.C.P. STORM DRAIN 756 LF 0 L= 756 LF .----- -, 18" R.CP. STORM GRAIN 233 LF 173 LF <OS LF PIN. 7011 FRE.1410947ESA ` SHEET TYPE "A" CATCH BASINS 7 EA 2 EA 9 EA +r .' , ' ATLEWTWO DAYS BEFORE YOU DO Y f '-TRAC� 7288-3 f STORM DRAIN MANHOLE 11 EA 1 EA 12 vl%�'� OUTLET STRUCTURE EA 0 EA 1 EA r MPORARY SUMP CHAIN-LINK FENCE 760 LF 0 LF 760 LF K E 1 A[(} (, 7 47 I I t r I SCALE_: 1'=200' COB RECORDS No.I I OF 12 SHEETS j 11 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY ____ DATED AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH, 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WNH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFtCATIONS, LATEST EDITION. 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY, UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED 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 THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. S. 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 FIUNG 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. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDMSION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SVBDIMSION PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACIUTIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEERS ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 20, SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT, CO��R SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO DIMSION 2 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIMSION AND ENGINEERING 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, POLY VINYL CHLORIDE PIPE (PVC) 30. MATERIALS: PIPE AND FITTINGS FOR PIPES LESS THAN 18" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASM SPECIFICATION D3034 FOR SDR 35. PIPE AND FITTINGS BETWEEN 18" AND 48" IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASM SPECIFICAPONI F679 FOR PS 46. 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. 3b. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF "NIS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD, 3c. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE FOR BEDDING AND HAUNCHING. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE ALLOWED IN THE REMAINDER OF THE PIPE ZONE. 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 THE PROPERTY UNE PER PROPOSED C.O.B. STD. DWG. SW -I, 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 NTH 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. S. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWGS. SW -2, SW -3, SW -4, AND SW -6 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 PROPOSED C.O.B. STD. DOGS. SW -5 AND SW -6. 10. SYSTEM TESTING INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH DIMSION 2.3 OF THE PROPOSED CITY OF BAKERSFIELD SUBDIMSION AND ENGINEERING 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. 11. CONTRACTOR SHALL STAMP AND "S" INTO CURB FACE OVER EACH SEWER LATERAL. 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 THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIMDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY' FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE R.C.P : REINFORCED CONCRETE PIPE SHALL BE CLASS III ASM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) S. 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 THE PROPOSED C.O.B. STD. DWG. ST -12. 3. ALL EXISTING PAMNG AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE PROPOSED C.O.B. STD. DWG. ST -11. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5, FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 17 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CONNECTION SEAL TO PVC LINED SEWER LINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX to SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGGLY TO THE OUTSIDE WALL OF THE CONNECTION. 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATIONS. 5. THE CONNECTION LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. DU o.n,f 1 a 4 a ❑ U Z� WW W W1W-WGWo z OM a''¢,Z-��ZZr G,�i YaYl!az M 26a pwm ZQ -QU/�) w (4 Haw€wzm> �/I � O zwlii��0�»a Li w� zw3u F- Y 0Owl. 0 N ul a¢��rno�'❑`❑� U �aoZir��SC5eC wu.Ba V � b -CO w u9❑ �Ma� 3z3�co i ILL ��Oa�OUib� P/1 U' Y o 6 `/, vy w 6 o z `❑'ami a0 Q K CQ N E' ❑2 a❑❑ryw W -(O o3aa�ma"2o� c/ Z �o wQ�so QL. tJ _ ~ Z OpoaUp N Cj 2f20w U6a LLJ W NM i o z�"'W0 N (D 6Tz�w'34�ran_v yy O c0 U�ow�w z LL N W m.za V ❑ O r 0.. (W(JJy z Q W y W i o ¢wo�w.az So j C� �u 4zw�� 1� 0o6`3c3am a'nl'�3u"'3 vo°iim C3 CITY STANDARD PLATES rA 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD �/l (n DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION z THEREOF FROM THE CITY Of BAKERSFIELD PUBLIC WORKS WEBSITE.) N Q CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER W SW -2 MANHOLE TYPE "A" Z SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP V J N ® SW -4 MANHOLE, TYPE "8" < W< < SW -5 STANDARD 8" CLEANOUT \ W Q ® SW -6 FRAMES AND COVERS FOR MANHOLES AND CLEANOVTS C) z Z SW -7 SEWER PIPE CONNECTION ❑ sw-6 SEWER LINE IN PIPE CASING ` Z pp�� ❑ SW -9 TYPICAL SEWER PUMPING STATION VALVE BOX 'wrJ V J ❑ SW -10 MISCELLANEOUS PUMPING STATION DETAILS Lim `4' ❑ SW -it PUMPING STATION THRUST BLOCKS O�.}� vJ ❑ SW -12 PUMPING STATION AIR VENT DETAIL � /yV� uj ❑ SW -13 PUMPING STATION PIPE RESTRAINT ASSEMBLY ') c ❑ SW -14 PUMPING STATION BLOWER FAN /�f� i ❑ SW -15 DRY SEWER HOUSE CONNECTION 06 ❑ D-1 INTENSITY VS. DURATION CURVES 6 ❑ D-2 RATIONAL METHOD URBAN RUNOFF COEFFICIENTS ❑ D-3 CHANNEL PROTECTION ' W u.-.• ❑ D-4 CHANNEL PROTECTION Z ❑ D-5 NATURAL CHANNELS W `W 0 A ❑ D-6 CONSTRUCTED CHANNELS V a V^ ElD-7BANK DETAILS FOR CONSTRUCTED CHANNELS �- vi w z ❑ D-8 BANK DETAIL FOR LINED CONSTRUCTED CHANNELS ® D-9 DRAINAGE BASIN z D-10 DRAINAGE BASIN OUTLET STRUCTURE 3 Z D-11 TEMPORARY DRAINAGE BASIN W 0 W D-12 CHAIN-LINK FENCE D-13 CHAIN-LINK GATES 0 ® D-14 CATCH BASIN, TYPE "A" / 4 0 ❑ D-15 CATCH BASIN, TYPE "A -i" ❑ E z ® D-16 JUNCTION BOX rn � ® D-17 GUTTER DEPRESSIONS w o � ❑ D-18 PIPE SADDLE DETAIL DATE 3/11/2019 E3D-19CONCRETE PIPE COLLAR TRANSITION FROM P.V.C. TO R.C.P.i PA JOB No. 30600 ❑ D-20 SIDEWALK UNDERDRAIN E SHEET ST -11 PAVEMENT PATCHES 0 ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS 2 M COB RECORDS No. OF 12 SHEETS CONSTRUCTION NOTES 344.1± ® INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 4 INSTALL SEWER z o INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN — - - — RIGHT-OF-WAY _EX S--- EXISTING SEWER —EX SD— EXISTING STORM DRAIN 52 EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION PROPOSED PARK SITE (UNDER CONSTRUCTIC ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 18- INV N -E 344.1± 3. 8" SWR INV= ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 341.71 Z 4 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. m z o C N S' z o sco\ 5' w � C) ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER FLOWLINE ®_ � ry� AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. _S. x- I i 52 ...:...:..... CONSTRUCT 23.7± LF. _ _ .:...:... .. ...: . ro5 ...:...:...:......''n 18" CL -3 RCP w/RGJ -- - ---, 348. ........ STORM DRAIN 0 0.42% W �Qnv v= 18- INV N -E 344.1± 3. 8" SWR INV= 341.71 iA1 STORM DRAIN SECTION J N.T.S CONSTRUCT 14.6t L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.69% 344.16 DRI vE PHASES 1 & 2 (PRIVATE STREET) (SEE SHEET 4) lll, SHELLEY ANNE WAY _� HORIZONTAL: 1"=40' VERTICAL: 1"=4' PHASE 2 PHASE i INSTALL SEWER ® 1.43% 8" PVC PVC RINSTALL 2IINSTALL SEWS ® 1.13%��8" PVC SEW 0 0.35%— 8"PV 6" PVCSEWER ®035%�I N iso Imo' NF^� 1�� Ism ICU y� 1�� 2 Wtt] tp,n i h ep NN U ntW W mM GpN Wm Nr) tG c1' h•• hh y hl'� O h� W Ofd � W.h(� �V! `pN � �t0 4 336:_ :.. :...:. .:...:...:...:... ...:..:...:...:...:...:...........:...:...:...:... ...... 0].:336 NSTALL.134.21.LF. 18. 11NSCL�3 RCPtw/RGJ18" ...................................... . - - - I'—CL-3 RCA w/RGJ STORM GRAN 0 0.11)%-'1 �STORRI DRAIN' 0 Q.10%' . ' ' 10+00 11+00 12+00 13+00 14+00 15+00 SEWER AND STORM DRAIN PROFILE ED SUMP PLAN) a wOy DBW� wow i °Nz `e�awF gwg d�gR�L+�apz (`��Wl�' 20WSI W(ry LLU �LL rcaa�own3wa oz°x-"cais 6e"�� a>w vi�gww"'omzo J F rrAA o o��d�Wwoo> �a�u�wpo W a W w W p O W W PA�7���cwiway owUOW- o Kw oa��"iwo� q Owls �nmt-3 �y6p��yWmy�}�1�W W�.(Z�J QZ Cj 4tll xZ"^�SOw'twryY}yyN 0 M wLo mo O N � M U to a X< n U- C', N N O U% N N t? c N C3 U) ........ APPROXIMATE DESiGNGRADE ABfIVE ............. i'^\ N .�3 -rye-- A r R SEWER ND S ORM D ATN U) Q sco\ w � C) 352 ®_ � ry� , _S. x- - 52 ...:...:..... .:. _ _ .:...:... .. ...: . ro5 ...:...:...:......''n . _ -- - ---, 348. ........ W 06 F� -r W 348 . .:...:...:...:...:...:...:...:...:. .:....... . .:...:...:...: ' PLUG END'WITH PHASE '1.' REMOVE' W PLUG AND EXTEND 'W1H PHASE 2 24" INV E_ .345.41. . 344: �,:.........:. 9, �, ...:...:.......: _ ' Py .:344 ' 18' INV N -£-W= �18" INV= 18" INV S= . - y 344.06 343.93 343.§6 ds . . . . 4" INV W .'� ZW � 8 INV N-. 340 . �?a q,. .341.27. g. INV S= ' INSTALL TEMP. CLEANOUT WITH 97 3-00. ' .340 ' PHASE i: REMOVE AND EXTEND ' YATN PHASE 336:_ :.. :...:. .:...:...:...:... ...:..:...:...:...:...:...........:...:...:...:... ...... 0].:336 NSTALL.134.21.LF. 18. 11NSCL�3 RCPtw/RGJ18" ...................................... . - - - I'—CL-3 RCA w/RGJ STORM GRAN 0 0.11)%-'1 �STORRI DRAIN' 0 Q.10%' . ' ' 10+00 11+00 12+00 13+00 14+00 15+00 SEWER AND STORM DRAIN PROFILE ED SUMP PLAN) a wOy DBW� wow i °Nz `e�awF gwg d�gR�L+�apz (`��Wl�' 20WSI W(ry LLU �LL rcaa�own3wa oz°x-"cais 6e"�� a>w vi�gww"'omzo J F rrAA o o��d�Wwoo> �a�u�wpo W a W w W p O W W PA�7���cwiway owUOW- o Kw oa��"iwo� q Owls �nmt-3 �y6p��yWmy�}�1�W W�.(Z�J QZ Cj 4tll xZ"^�SOw'twryY}yyN 0 M wLo mo O N � M U to a X< n U- C', N N O U% N N t? c N C3 U) z Q i'^\ N Z U) Q w � C) ®_ z Q O w W 06 F� -r W f , \V/ v W � W 3/11/2019 II 3 E 1 1 �'"%J�PI`-0a 6 RECORDS No. OF 12 SHEETS CQN T UCR QCT INSTALL SEWER MANHOLE INSTALL SEWER CLEANOUT MAINTAINED SEWER INSTALL SEWER .-_,......_._�...__ INSTALL STORM DRAIN } INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN — - - — RIGHT-OF-WAY S --- EXISTING SEWER F SD EXISTING STORM DRAIN - "==--- EXISTING EDGE OF PAVEMENT S'0 STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED, ALL SEWER .LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 25' OF COVER AT GUTTER FLOWLINE AND A 2.29' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE, NOTE "8' GRACIE COURT (SEE SHEET 11) NDERMERE STREET REET (EXISTING) r ICI T f' I I. LL; I f; �LJJ I I 10 PRIVATE Ptf6LiC Ld O �! , Q _. - .__ I -...--�� „ 44+89.7.0 .__ iN89 5T'0"E .q "� �y N69'51'07'E 43+39,20 -------------- 4' _- -- j� 1 -PHASE H J ` PHASE 2 - 1 8' n, -_ PRIVA WTI 1 NG'J Ii wl Ili II� k �z' �2 NOTE 'C': CONTRACTOR SHALL REMOVE EXISTING tO' I Cd- o olr"' a-' t ow 1`t g c'S' ��;w o`'''� d0' - �,yw SEWER S4t3 WEST OF EVS'IING MANHOLE AND Ljf tti LaJ GO D),7 w �� 3G AIS +i w I! CONSTRUCT N`c"i'1 8' SEWER MAIN AS SHOWN. :. � y 73 ¢ Q b 2; 1 ®W a s' ;' s 26 aFrAA ,old w I Il } + } SHELLEY ANNE I® a WAY (SEE SHEET 31 NOTE: LL SEWER IN LODEN DRIVEWILL BE PUBLICLY INSPECTED Al I NOTE "S": CONTRACTOR SHALE. REMOVE EXISTING STORM MAINTAINED SEWER INS(A'_L 7b.3± L.R. DRAIN LINE To EXISTING TEMPORARY DRAINAGE BASIN INSTALL, 150,0± LF, UPON COMPLETION OF CONSTRUCTION Or NEW TMPORARY 8' PUS: SEWER 0 0.253 DRAINAGE BASIN AND STORM GRAIN LINES PLiG AND MARIAN 8" PVC SEWER W G,257.....__..,_. S_AL OPENING AT MANHOLE. �N WAY Cis µlm (SEE SF -IFFY 6) �4� rr.�iw 9Z d �z = $z5 ow Q 8z'z oz mow T^lo 6.L312 ¢ ow{¢ diD�i Yj CS .._t5 K}OI 01, OYJ ,- NIT'`- ORI N 6 -HU fil < C>O Op 116u'Ij 3" l�yJ O "s V ++ CC ..•} Hwy -1-!f!l ++N ++I 72Gv�I ?' 1 �I gILI NOTE "8' GRACIE COURT (SEE SHEET 11) NDERMERE STREET REET (EXISTING) r ICI T f' I I. LL; I f; �LJJ I I 10 PRIVATE Ptf6LiC Ld O �! , Q _. - .__ I -...--�� „ 44+89.7.0 .__ iN89 5T'0"E .q "� �y N69'51'07'E 43+39,20 -------------- 4' _- -- j� 1 -PHASE H J ` PHASE 2 - 1 8' n, -_ PRIVA WTI 1 NG'J Ii wl Ili II� k �z' �2 NOTE 'C': CONTRACTOR SHALL REMOVE EXISTING tO' I Cd- o olr"' a-' t ow 1`t g c'S' ��;w o`'''� d0' - �,yw SEWER S4t3 WEST OF EVS'IING MANHOLE AND Ljf tti LaJ GO D),7 w �� 3G AIS +i w I! CONSTRUCT N`c"i'1 8' SEWER MAIN AS SHOWN. :. � y 73 ¢ Q b 2; 1 ®W a s' ;' s 26 aFrAA ,old w I Il } + } SHELLEY ANNE I® a WAY (SEE SHEET 31 NOTE: LL SEWER IN LODEN DRIVEWILL BE PUBLICLY INSPECTED Al I 336.... AFAROXIMAOF DESIGN GRADE A. SEWER AND 57VAE9 DRAIN NOTE "A'; CONTRACTOR SHALL VERIFY EXISTING LOCA',1Nf AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF YHFRF ARE ANY DISCRIEPANCIES. A I WINDERMERE STREET (EXISTING) r HORIZONTAL: 1"=40' VERTICAL: 1"=4' ...352 .... ��Jr. ...... .... .......... INSTALL 83.13 L F 7+", ; n INSTALL 145.4 L F. 30" INSTALL .150.0E L.F. 24". CL -3 -RCP wfRGJ 332. . . L, GL-3'RC? w/RGJ STORM DRAIN @ 0:237 Gt-3 ftCn .w RGJ S74Rti RAIN'S 0.10% . . STORIO DRA;N `CSA 0.117 . . . . . . .332 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 SEWER AND STORM DRAIN PROFILE a t, f'4.../ y '�inw ww_a M'{it_. .� b c0 E,tyo W(K ..+tR� N CN AN w � rLa �cya, c5 0 `E c�E�4o „a4R�� rn�-ueC yw,s�'w ,,,��+ aw�u Qrc�y mo " UP Lu 00 AQ woo¢ 2 AN b ;Ya�a �ie`Sa�� +Cyd {7'B env ➢, w WlaW...'.` LLvKOZry�` � M Qaza'�"W DJ _ o0 Z ZX.MAG a?3Q M�razmy�Jv,� Q 6 S'n WWCN a-^ SOwaLJ 0..xiS CL S Id q OC K� wWN111 -2 w'4��z u�m5u> m WOui:� �mdm ►Log z a n IRATE 3111/ PA IS No, 30600 ` SHEET L ,),-75q 7 4 78 RECORDS No. aF 2 SHEETS PUBLICLY MAINTAINED SEWER INS(A'_L 7b.3± L.R. INSTALL, 150,0± LF, INSTALL 110.9± LF 8' PUS: SEWER 0 0.253 13" PVC SEWER @ 0.25%�..��.� 8" PVC SEWER W G,257.....__..,_. it ua rr.�iw ZR .., i �� 0 8z'z oz mow T^lo a ¢ ow{¢ rrini'�` '>; Yj CS .._t5 K}OI 01, a i ORI N 6 0 NN < C>O Op 116u'Ij 3" M1*Y.,A 'T. "s C"V';'Ul C' i' CC ..•} Hwy -1-!f!l 336.... AFAROXIMAOF DESIGN GRADE A. SEWER AND 57VAE9 DRAIN NOTE "A'; CONTRACTOR SHALL VERIFY EXISTING LOCA',1Nf AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF YHFRF ARE ANY DISCRIEPANCIES. A I WINDERMERE STREET (EXISTING) r HORIZONTAL: 1"=40' VERTICAL: 1"=4' ...352 .... ��Jr. ...... .... .......... INSTALL 83.13 L F 7+", ; n INSTALL 145.4 L F. 30" INSTALL .150.0E L.F. 24". CL -3 -RCP wfRGJ 332. . . L, GL-3'RC? w/RGJ STORM DRAIN @ 0:237 Gt-3 ftCn .w RGJ S74Rti RAIN'S 0.10% . . STORIO DRA;N `CSA 0.117 . . . . . . .332 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 SEWER AND STORM DRAIN PROFILE a t, f'4.../ y '�inw ww_a M'{it_. .� b c0 E,tyo W(K ..+tR� N CN AN w � rLa �cya, c5 0 `E c�E�4o „a4R�� rn�-ueC yw,s�'w ,,,��+ aw�u Qrc�y mo " UP Lu 00 AQ woo¢ 2 AN b ;Ya�a �ie`Sa�� +Cyd {7'B env ➢, w WlaW...'.` LLvKOZry�` � M Qaza'�"W DJ _ o0 Z ZX.MAG a?3Q M�razmy�Jv,� Q 6 S'n WWCN a-^ SOwaLJ 0..xiS CL S Id q OC K� wWN111 -2 w'4��z u�m5u> m WOui:� �mdm ►Log z a n IRATE 3111/ PA IS No, 30600 ` SHEET L ,),-75q 7 4 78 RECORDS No. aF 2 SHEETS CONSTRUQDQ NQTES 0 INSTALL SEWER MANHOLE i INSTALL SEWER CLEANOUT -------- INSTALL SEWER ---- INSTALL STORM DRAIN CA7 INSTALL STORM DRAIN MANHOLE .4E. INSTALL TYPE "A" CATCH -BASIN --- - - — RIGHT -OE -WAY — EXISTING SEWER _- LX SLI EXISTING STORM DRAIN �C7 PA JOB No. 308OG EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEINER LATERALS ARE 4' UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION NTH SEWER MAIN. CENTERLINE TABLE STORM DRAIN TABLE BEARI'wC, - NE BEAR N?,. -LI -f7',3 2,VI4"W i L3 S89°36'53"W L2 SW3,d8 E 4 _ 59 52 �4 E l5 N00 S6 5;'E CURVE TABLE ,0VE RADIUS .LNCT I DELTA TAN EN? C= 495.00' 1 24846 ♦ r► r ■ SEWERALL LODEN DRIVE INSPECTED AND MAINTAINED. mm K! PUBLICLY MAINTAINED SEWER INSTALL 248,51' L.F.'.NSTAU_ 248.5i L.F. 8" PVC SEINER {N 0.257 1 8" PVC SEVER @ 0.29% lit IIi,--IZ I"- xv Il f -I vi � F- �;b csz a,{ irua'o 00 w-iw: ,moo, z ,So z o Q ,"no�z z"a z " X10H n!� 0 7p k °a.dld r4o ca a�ai;� ty r ron;tri n1m vi iow:.. zw ,•z µ; nh 'rw�„h ul a® VI +b; 356 C.,356 352:.. �ryhE RPPROUNIM7E DE'StGN ORAPf A90V - 7 SA'WER'AND STORM 17R,411V '•; -------------- ” 3 4.,. .. . f.'.. 348 -N- HORIZONTAL: 1"=40' VERTICAL: 1 "=4' R INV- 33&2t IT EX EN Y N U 92S 122 GE`1Q� mzz�u 3�c �4�1-obi wmg4 ocG��B_j�N '�`z73.ns�zn� W I-' 4?(VGIw S{4 �u�nG Q`5y�t g , 44iG�6=rs= w itw m�rn'mp�� 03<<uao S> SVy�jF 241iq{_,r u" Z w��yjl"4U>��QGt q�y 4 �prcw?'"$wam ¢ :n 19 V''wr`V'sti>'L- H t, QQ 2�0TOEKW L F6] 9. Y -U 61 tY.H� SE R MAIN SEC7IQN S NJA, IS _ II . n 30 IN E 54'v°, fir.. 34Q , iL32 B rp > d, _ (? lN✓ F 4J=. lx_. 3 Gq4 - _ " IhJ P7-., 410' s J . pR ; : �s. I 30 NN r -VI 3di.OS - `tab -Ny E w� {n532 S ri 0 3441 3; c i _ aJ19F2Di ATE 9� �C7 PA JOB No. 308OG a _ SHEET INSTALL 54.a L. 30" : o�TF: z 336 0 336 ..CL -3 RCP w/R d ,A ' STORFd TRAIN 'Q) 22% 5 . 9 . INS"fAiL. 5$.ti k4. 30". CL -;i RCP uJR6,l INSTALL 156.23 L E 30" INSTAL;. -55.2$ L.E. 3t7' RjSFALL 145 Ci LF 30 1JP.AI\ 5b 0.239. -. CL -3 RCP- w/RGJ - - -....� .-....... -.. CL -,3 RCP a�%RG,4 -----'-•_-«.r•--- "STORM' R a/RGJ >TG M, pRAIN 4'T 0,2�% .. 5 37+00 38+00 STORM' DRAIN @ 0.23% 39+00 4€l+00 GRAIN 4' 0.23% 41+QCT - ..CL ,3, 42+00 43+00 -�g ^� �' I8 g °p h d''0s� `. G7u' y'L SEWER AND STORM DRAIN PROFILE CflB RECORDS No. of 1z SHEETS CONSTRUCTION NOT INSTALL 47.91 L,F, A) INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. INSTALL SEWER = --- INSTALL STORM DRAIN ALI.. c9i INSTALL STORM DRAIN MANHOLE r z INSTALL. TYPE "A" CATCH -BASIN j — RIGHT-OF-WAY -- - L ----.-.- EXISTING SEWER cab EXISTING STORM DRAIN ' ��--- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL 47.91 L,F, Ila l!. Z ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. + = JI II ALI.. SEWER LATERAL STATIONING IS AT .POINT OF CONNECTION WITH SEWER .MAIN. ,D r z a u j M a 0.25% 8°° PVC SEWER0.25% Yj cab � ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5° OF COVER AT GUTTER FLOWLINE 0o �--._- tl .-� l,i--u't AND A 2.26' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. {4 II f-�h tSN I N CONSTRUCT 23.7± LF.-° \ I• 18" CL -3 RCP w/RGJ 1 �1 ©VY�G3Jj# STORM GRAIN 0 0.97% f �JJ 8° SWR INV=/ 337.9s STORM DRAIN SECTION 1,X N T.S CONSTRUCT 9.9± L. F. 18' Ci. -3 RCF w/RGJ STAND DRAIN 0 2.339 INV E= 3M1S.G0 &.1 352... :. I . 348 . . . . . _11 .'.I . . INSTALL 13.71 L,F, 18" CL. -3 RCR- w/RGJ STORM DRAIN M 8,135% 344 :...,g 340........ w WWI 9livill !itlfO43 jam... i INSTALL 47.91 L,F, Z 3 4 + 8" ?VC SEWER INSTALL 139,51 L,F, B INSTALL 135.4± LF, a u j M a 0.25% 8°° PVC SEWER0.25% Yj cab � $" PVC SEWER 0 0.25% 0o c tl .-� l,i--u't Ilwjr. fir-! II f-�h tSN mprnp N �y]in \ 356..... 352... :. I . 348 . . . . . _11 .'.I . . INSTALL 13.71 L,F, 18" CL. -3 RCR- w/RGJ STORM DRAIN M 8,135% 344 :...,g 340........ w WWI 9livill !itlfO43 jam... i /W .. APPROXIAMOF DESIGN GRADE ABDI/ ` .. .. ..... ... .. . SEWER AAA) STORM DRAIN e_ 9- �9- HORIZONTAL: 1"=40' VERTICAL: 1"=4' /. .!. ............................356 �....:...� ..."......... ..--'-l-.,*- :352 ................ ....348 ' Ts INv n FAV= l �N ;%;� - 2.. IftJ N -F.= 3 44 - 24 INV N -S- 24'° INNS )d I � ±43.79 413 �g 3-.. 340 336. ... .... ..... 36 \`« 3 ]NSTALL 94 5± L.F'. . . INSTALL 287.11 ...F. 24" CL -3 RCP wfRG' ._INSTALL '14.3± L.F. 24" CL -3 RCP wJfICJ CL -3 RCP a/RGJ . 1...-.-_-.. _ S7GRPo{ gRp..ID!.W 0.20Y, . � �STCRM DRAIN t3 fl,20i;. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SEWER AND STORM DRAIN PROFILE 0 apa t wj 2dNw O Yc]�ac]„f�o j �ma�nui x- U) 139 MiE,J�izzm f Z O I+` cFs' ,F- SmH G5;- Lu m tt2f�i0 wgv,m �r c0 r A _,S4Iyui , °R.W [ail 7N4)q^p V] ui �ac-w DO Ir DO Fx vPn 0 ]" INod ^Cit SO 2QI :L T,, 022 W Lu f`"} 4 o,w`.s L+u.ca o. R W o ��p�a. S�w5�AjjA11z 2�4 0 pifW"K"`f�JOOmm OHII-- c�woa F" i miallitillml O 1, d-'7 `I`7 pk.1+26 - 08 RECORDS No. OF 12 SHEETS INSTALL 47.91 L,F, INSTALL 228.3+ L.F. 8" ?VC SEWER INSTALL 139,51 L,F, INSTALL 135.4± LF, 8" PVC SEWER0.26% 0.25% 8°° PVC SEWER0.25% $" PVC SEWER 0 0.25% M� IIF^�u5 tl .-� l,i--u't Ilwjr. fir-! II f-�h �y]in Cs '10 'pgin ©VY�G3Jj# �JJ .�RC14 e�.� Ra m0 dx._ I �w;Q vrn�', ;rte 0's rrM cr w-- ci ta�•��. ci Mi+j [C Wis±War0 NO 5' SOio cp h: Vl �yv�l (r, V V; }i }{ V NN CVM eVM y'ty+. �}Crt /W .. APPROXIAMOF DESIGN GRADE ABDI/ ` .. .. ..... ... .. . SEWER AAA) STORM DRAIN e_ 9- �9- HORIZONTAL: 1"=40' VERTICAL: 1"=4' /. .!. ............................356 �....:...� ..."......... ..--'-l-.,*- :352 ................ ....348 ' Ts INv n FAV= l �N ;%;� - 2.. IftJ N -F.= 3 44 - 24 INV N -S- 24'° INNS )d I � ±43.79 413 �g 3-.. 340 336. ... .... ..... 36 \`« 3 ]NSTALL 94 5± L.F'. . . INSTALL 287.11 ...F. 24" CL -3 RCP wfRG' ._INSTALL '14.3± L.F. 24" CL -3 RCP wJfICJ CL -3 RCP a/RGJ . 1...-.-_-.. _ S7GRPo{ gRp..ID!.W 0.20Y, . � �STCRM DRAIN t3 fl,20i;. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SEWER AND STORM DRAIN PROFILE 0 apa t wj 2dNw O Yc]�ac]„f�o j �ma�nui x- U) 139 MiE,J�izzm f Z O I+` cFs' ,F- SmH G5;- Lu m tt2f�i0 wgv,m �r c0 r A _,S4Iyui , °R.W [ail 7N4)q^p V] ui �ac-w DO Ir DO Fx vPn 0 ]" INod ^Cit SO 2QI :L T,, 022 W Lu f`"} 4 o,w`.s L+u.ca o. R W o ��p�a. S�w5�AjjA11z 2�4 0 pifW"K"`f�JOOmm OHII-- c�woa F" i miallitillml O 1, d-'7 `I`7 pk.1+26 - 08 RECORDS No. OF 12 SHEETS CONSTRUCTION NOTES @ INSTALL SEWER MANHOLE CCI INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.:. INSTALL SEWER ---- INSTALL STORM DRAIN } INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A' CATCH -BASIN — RIGHT-OF-WAY - FX EXISTING SEWER - X L EXISTING STORM DRAIN - "'--- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ml SC ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ... __3, A> M, 21 m m ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED.:. DRAIN SECTION 4 II 4 a i 5' ALL_ SEWER LATERAL. STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. 4. 0 ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25° MIN. — i' MAX. OF COVER AT THE PROPERTY LINE. II� 348: 348 i Iij I COtiSTR IiC'. 19.71 LF I III CONSTRUCT 3.71 LF. 16' CL -3 RCF wfRGJ I: '8 CL -3 RCP wfRGJ `- STORM GRAIN 0 DSC% STORM TRAIN ®l.tk39' 34516 345.0$ ... __3, 6„ I Lb,5WR •338.1 t... /'-A'\ STORM DRAIN SECTION 7 N.T.S. Ala INSTALL 335.0# L.F. 8' PVC SEWER LO 0.21 Z HORIZONTAL: 1"=40' VERTICAL: 1"=4' INSTALL 345.91 L.•. 8" PVC. SEWER 0 0.25% C W U Q cI 6 0; tia wawF IUW�FQ u a'"�GQw d¢�Cy c�C �ir��C>>msn4 u~�.��i���x'zm s.'1ry0UV OrgLjO dtr` um}!meq �ziNmR' cwz� �a r -mo ¢�qO Y'%llQ4LL poe mtWW�zoa y3�o'a IS 6 i,A' t*C-C Wep �`CJ ��OwuOs�.=Fes- mz GpW a z i m Y F � q��F-��L%NCQC 4Y qL I i II� 348: 348 +1 i 348: 348 344. 18" ,VV N 18' INV �4� _ i z< my y../ .44.%7 340.96 y i u> Q 5K27 * �; D 112019 y 3t13060C �, rs 340? . sG1L� h .... x K: Ae .. ..... . . ...................... . . ...... ....... . ... ...... . 340 P B No c,4 SA SHEET 16 336.. .. IAISTALL. 9t.5t L.F. 18. CL -3 RCP , rm e e,f,�w° : cE _ _ a F - wfRGJ STflRIt DRAINCr G.2C%. 16+00 .... , 17+00 ... .:`2. .._ __- .. ..............................336 18+00 19+00 20+00 21+00 22+00 2.3+00 fj U��I P xda9 SEWER AND STORM DRAIN PROFILE COB RECORDS o. OF 12 sH�Ers QQNSIBUQ119NNOT INSTALL 266.6± L.F. a INSTALL 332.4± ;..F. INSTALL 125.0± L.F. ._ _.__..... .. 8" FVC SE'JJER ES 0.25% S) 6" FVC SEWER M 6" FVC SEWER 5 1.009 w Gauer INSTALL SEWER MANHOLE ALL FLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 0 INSTALL SEWER CLEANOUT ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED, mar ' INSTALL SEWER ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. `: y o pp c'"'i 0 _ INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOIVLINE f F j z m a ++ ?x+5.11 ° N {� INSTALL STORM DRAIN MANHOLE AND A 2.25' MIN. - 7' MAX. OF COVER A THE PROPERTY LINE. . m v s=[ t6)t6')'I +++I WS INSTALL TYPE "A" CATCH -BASIN c �' c y a C7 <- _.e._ RIGHT-OF-WAYIS "� mt "4'y cn -6 .v c EXISTING SEWER => o a o z I (D 356 ........ ......... .. a; r .. -. EXISTING STORM DRAIN W a R 2 o .......,..;..............._...356 w B W w -- EXISTING EDGE OF PAVEMENT a3as ww bra c'f 06 Kd Lu v M RD b SO STORM DRAIN STATION w SS SANITARY SEWER STATION B,3E z W . rn M r N a`e'iwa�R.'E,'owo aa w enw'aa-su`2om 01 ,iaC m`al- w { U CIN ufY��d'}GyGl- awo �a��w f.��r-oww ai=m TM"4A^CJ A4i YTL? I j II WINDERMERE STREET (EXISTING) `t HDRIZONTAL. 1"=40' VERTICAL: 1"=4° .................. h'? - .. _ .. - .. ... ... .. � .. ... ... .. APt'RO.k7MAd SE$iGN GR.4Gf'� .. .. .. `�J''c _ .. AROUF AWA7T MAIN_.-__ _-_..__. 352 :...:. . .. ...... N--------------.._. - 348 ....�........ .... .. .. ..... ....... ... 344+ INSTALL 714P. CLEANOUT MTH PHASE 1, KNOW AND EXTEN 'BATH FUTURE DEVELOPMENT" l_'----- .... 352 348 ...:...:...:...:...:...:...:344 W t C n O . io 2 - COB RECORDS No. s INSTALL 266.6± L.F. INSTAL'. 118.5t L.r' INSTALL 332.4± ;..F. INSTALL 125.0± L.F. ._ _.__..... .. 8" FVC SE'JJER ES 0.25% 8" PVC SRwf.R 0 0.75% � 6" FVC SEWER M 6" FVC SEWER 5 1.009 It 1—' N mar ' Ncv mm n pp c'"'i cV CV ©�� Q S:{!�+S�J cvV ~I.� iJ 4+Z OSA�� ++ ?x+5.11 +M:''r' q�+} NNm t6)t6')'I +++I WS W U I mt "4'y mi vas 356 ........ ......... .................. ...... ...... _ _ . .._. .. �.......,...... .......,..;..............._...356 .................. h'? - .. _ .. - .. ... ... .. � .. ... ... .. APt'RO.k7MAd SE$iGN GR.4Gf'� .. .. .. `�J''c _ .. AROUF AWA7T MAIN_.-__ _-_..__. 352 :...:. . .. ...... N--------------.._. - 348 ....�........ .... .. .. ..... ....... ... 344+ INSTALL 714P. CLEANOUT MTH PHASE 1, KNOW AND EXTEN 'BATH FUTURE DEVELOPMENT" l_'----- .... 352 348 ...:...:...:...:...:...:...:344 W t C n O . io 2 - COB RECORDS No. s CONMCRQN N2MS .'; 0 INSTALL SEWER MANHOLE INSTALL SEWER CLEANOUT INSTALL. SEWER ------^----- ■ INSTALL STORM DRAIN t INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN RIGHT-OF-WAY i EXISTING SEWER — CX `< EXISTING STORM DRAIN —E✓ SD— EXISTING EDGE OF PAVEMENT SG STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN, ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. INSTALL 8Q.4* l..F.€NSTA_L 30414 LYT INSTALL 369.4± L.F. f_8" FVC SEALER ® 0-26 8 PVC SEINER 39 C.259< 8' PVC SEWER @ 0.3; A ^z Ila -1 a � INSTALL 100.0* LF. _ PVC SEWER 0 t00% _ HORIZONTAL: 1"=40' VERTICAL: 1"=4' � t I1 III n I I� ill 1 r s yI I ty 1, � I t 1 g'y}y{pt I I a a s s I t ss i s s, f t, j I MKIDERMERE STREET (EXISTING) 356.. .....'. 356 I T - .. 5ti R Xl A . PF 352. - 52 OFSI ... i. ... _ -` -•.__ ... T�^4' APFABFJ1tL"SWSr47ifA1N _.,....__ _... - __.. - __ __ _ - . fl8 0 S' Nm-WrW W� 1fl 85sso ffF,wwovumua � 1 904=.aa u�IxC���oi�5•� x ZI5 Y' 17X��VtYiq)"'y©j ani �aQm� VIWYW W?sp�2 �Ly CJp pa �yuly,y.�'Cj {CZ�Wp `�^'rtfl� .flag 1'_'ox R¢au9a�-a <Rip vs 258 10 �z �[3:22SOm K2. �wGTxxr_s0 4 �xc�lu �.tiwaow iJ?d IS NW 9' SKSULW S�o z�tsza .>.O �KSW GR rt1�2'q'iZ.'}L�Op �uJ47eG °�sw�� I}l2 EtLL X'-'tnm4� 6put?�jrfl {,1 a K Pa FFi?6ILxjt ZI- FC.)H 5 11201911 c E OR RECORDS No. OF 12 SHEETS ■ i till 4 i 11201911 c E OR RECORDS No. OF 12 SHEETS 0NaiRuc3Q warms INSI"ALL 235.41 L.F".INSTALL 350.05 L.F. 8" PVC SENOR 0 1.007 � (s) INSTALL. SEWER MANHOLE (' INSTALL SEWER CLEANGLIT - - - INSTALL SEWER ----- INSTALL STORM DRAIN 7 INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF-WAY S— EXISTING SEWER EXISTING STORM DRAIN ,a EXISTING EDGE OF PAVEMENT SO STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOW2INE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. (SEE SHEEN 1T) 'NSfALL 1000.. L.F. INSI"ALL 235.41 L.F".INSTALL 350.05 L.F. 8" PVC SENOR 0 1.007 � 8" PVC SEWER 4 0.597 8" PVC SEWER 0.3`. _ Imo. � o2s o�'Iz -N- HORIZONTAL: I"=40' VERTICAL: 1"=4' wo�c'kS m`Cim rFm ��azmo W�mU� �w h zrz zd¢µ o`?s S, HO6. KY�yr? max « z N a�a� }qm U�"p"�yo Xo ja {�{y33z�LL�LLii�k NsNW�m G`WZW �y�jhvl lb .ri ars +-gzzn. a�Fz,.n�-rrywnoorci ca h 'S C W Z"O K 2 6 O w 2 t G ~GUS O GK��'xk, uam µcLL dW kap "4 "� s S� Ow.C?pcmi.gz��-' ?aq fY m o i is ww sgg-- �I DATE AJC SHEE 3/111201911 10 I 1,A-73)4-7 r :0B REC No. aF 12 SHEETS I CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER ----- INSTALL STORM DRAIN CD) INSTALL STORM DRAIN MANHOLE ., INSTALL TYPE 'A° CATCH—BASIN — — — — RIGHT—OF—WAY A —__ EXISTING SEWER —S D,--- EXISTING STORM DRAIN _. '-...._ EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL. PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA. UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4' UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5° OF COVER AT GUTIER i=LOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE, LODEN DRIVE (SEE SHEET 4) r L' I (PRIVATEPHASE I IAL HEMMERLING LANE HORIZONT: 1"=40' VERTICAL: 's'=4' INSTALL. 106 2± I..F. N$t ALL 284.11 LF. 6" Pb` SEVR'ER L4' 1.00%_ .._._.„.j B PVC SEWER 0 1.10% J 62 is; _ 4 im .... ... .. .. ,y, .._... ... .. ... .. .. ........ ...... .�sP'�.xAPPvit?XJWW IJESIG'N G,4AUE` ,. 352:.... 346:... 348 3361_ ...... ....336 9+00 10+00 11+00 12+00 13+00 14+00 iNSTALL 129.81 L -F. PVC SE'NEER @ 1.6{ i� INSTALL. 189.4± _E 8' PVC SEWER 0 0.3c HORIZONTAL; 1"=40' VERTICAL. l'-4' W. jYL ... 344 ri 2L G.d Bn Ni NN 340: ... ........ .: ....... ...:...... ..:...:...... 340 356 .... ............ ... !... ,....... ....,.. 12+00 '�. 356 .... ... .. .. ,y, .._... ... .. ... .. .. ........ ...... .�sP'�.xAPPvit?XJWW IJESIG'N G,4AUE` ,. 352:.... 346:... 348 3361_ ...... ....336 9+00 10+00 11+00 12+00 13+00 14+00 iNSTALL 129.81 L -F. PVC SE'NEER @ 1.6{ i� INSTALL. 189.4± _E 8' PVC SEWER 0 0.3c HORIZONTAL; 1"=40' VERTICAL. l'-4' W. Iyl LL ll ll. � YQ?N014 WN tl11- h w = F ? ��aoy B rc`d`azwm� ��Ocn�pg,�a 9m oz�a'�,w oa G ®W�1 60 r✓uI+w W7,ou... �. nx I s P > R I i DATc 3111/219 F A JOH Nb 3060O sl SHEET r OF 12 SHEETS jYL ... 344 \. 4Q 2L G.d Bn 340: ... ........ .: ....... ...:...... ..:...:...... 340 +00 10+00 11+00 12+00 13+00 ;�, __7 ?, L(-? SEWER MAIN PROFILE COB RECORDS Iyl LL ll ll. � YQ?N014 WN tl11- h w = F ? ��aoy B rc`d`azwm� ��Ocn�pg,�a 9m oz�a'�,w oa G ®W�1 60 r✓uI+w W7,ou... �. nx I s P > R I i DATc 3111/219 F A JOH Nb 3060O sl SHEET r OF 12 SHEETS CONSTRUCTION NATES 356 356..... I C6? INSTALL SEWER MANHOLE Q INSTALL. SEWER CLEANOUT ova ,;y INSTALL SEWER w INSTALL STORM DRAIN _._ .,_....._____....... INSI"ALL STORM DRAIN MANHOLE nSOic`4v,, ce INSTALL TYPE "A" CATCH -BASIN — - - — RIGHT. -.OF -WAY - FX S, EXISTING SEWER EXISTING STORM DRAIN =X SCI— ... 'r--...-- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION EXISTING DRILL SITE (HOT A PAR] ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, ALL SEWER LATERALS ARE 4' UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IsfCriI, INSTALL 163,3± L.F. 6" PVC SEWER @ 1.09% -Iv.. HORIZONTAL: 1"=40' VERTICAL.. 1"=4' INSTAL; ,3,34.5= L. _.a -.._._,_.,_._......_._.._m.) PVC SEWER 0 0.35%.�._..._._......_____ 1; INS ALL 306.51 LY. 6" PVC SEWER t ?.00% HORIZONTAL: 1"=40' VERTICAL: 1"=4' ow 5d ww�m L�N� qQk^ �mwHw�.�-ao K v=i� 4rlA ii t. `rma- I—iJKl=�Z 7'wrti rr o.e?�z wa ,j..awua— SEi �¢0.Ctt=4gFw2 wgwa�ar,�a-zs°'p utµraca in "`v''cza'�"W �a�quar�o w��EEU�Mq� Q Ocv.��r_ �y—Umua ;L �w ZwZwr-'��rY'Yuwiz �'rn>m ht�g0.f�-Va2¢`S s. 356... u�C 356 356..... I 356 ... .. . B1, ova ,;y .. r r ti' RQX,'hdR !GN GRAVE w e ¢ , nSOic`4v,, ce � mm w ARPR©h7fA�.7EpE57.GN,�GR. . . . . . . . . . . _ ---•._ .- E M . . ------ ....... _ __- _O -Iv.. HORIZONTAL: 1"=40' VERTICAL.. 1"=4' INSTAL; ,3,34.5= L. _.a -.._._,_.,_._......_._.._m.) PVC SEWER 0 0.35%.�._..._._......_____ 1; INS ALL 306.51 LY. 6" PVC SEWER t ?.00% HORIZONTAL: 1"=40' VERTICAL: 1"=4' ow 5d ww�m L�N� qQk^ �mwHw�.�-ao K v=i� 4rlA ii t. `rma- I—iJKl=�Z 7'wrti rr o.e?�z wa ,j..awua— SEi �¢0.Ctt=4gFw2 wgwa�ar,�a-zs°'p utµraca in "`v''cza'�"W �a�quar�o w��EEU�Mq� Q Ocv.��r_ �y—Umua ;L �w ZwZwr-'��rY'Yuwiz �'rn>m ht�g0.f�-Va2¢`S s. 356... 356 356..... I 356 ... .. . B1, .. r r ti' RQX,'hdR !GN GRAVE 'r fi , .. ARPR©h7fA�.7EpE57.GN,�GR. . . . . . . . . . . _ ---•._ .- E . . . ------ ....... _ __- _O _ n_... _._ -4�6 - ARpYLJLyLR MAIN :..__ -: ?. .. .. _ .._ 352 352 352j n ... -. .:...: ,352 - 345.. ..,. I,I.... LI ................................. ......... Ii......... .....34 348....1.... ....III.... ......... ............ .............. ..,......... ....111.... ..... ........,.348 336 .... 336 336: .:.. '336 +00 14 +00 10+00 11+ 0 12+00 13+00 14i-003 15.1-00 10+00 11+00 12+00 13+00 1e -�3Lii SWR MAIN PROFILE SEINER MAIN PROFILE COB RECORDS B®. cn to E N m m �. to o w w X LL N .X t� cv Wo u7 c cto 4 cv I f PA JOB No. 30600 J StfEET 12 OF 12 SHEETS