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HomeMy WebLinkAbout1.2-6853 1-6 RevREVIEWED Y. I- ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD PUBLIC WORll(S DIRECTOR, CITY OF BAKERSFIELD RAUL M. ROJAS R.C.E. 39880 DATE TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP BK. 45, PG. 108 (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD) ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) i GREENACRES 58 MAX °cy- o Lu GREENACRES DR. o � GREENAC ES - � w Q m OLEO m PROJECT HOLLAND ST. z � � SlTE a U ENGER ST. GLENN T. 29 LANGLEY VICINITY MAP NO SCALE MATERIALS LIST M TITLE SHEET ESTIMATED QUANTITIES, NOT DETAILS— GENERAL NOTES M TO BE USED FOR BIDDING PURPOSES OO JONAGOLD COURT SEWER COURT Os 8" SEINER MAIN 89135 L.F. 6" SEWER MAIN 360 L.F. 4" SEWER LINE (LATERALS) 7,180 L.F. STANDARD MANHOLES 29 EA. DROP MANHOLES 1 EA. STANDARD CLEAN OU TS 11 EA. ADJUST M.H.'S & C.O.'S TO FINISH GRADE 41 EA. STORM DRAIN 20 z 36" R.C.P. STORM DRAIN 65 L.F. 30" R.C.P. STORM DRAIN 335 L.F. 24" R.C.P. STORM DRAIN 1630 L.F. 18" R.C.P. STORM DRAIN 2770 L.F. TYPE "A" CATCH BASINS . STORM DRAIN MANHOLES 1 17 46- EA. ADJUST MANHOLES TO FINISH GRADE 174r A. OUTLET STRUCTURE wawa 0wz I c�> --c3 PIPE SADDLE 1 EA. UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 000 -227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX M TITLE SHEET Oz DETAILS— GENERAL NOTES M TELSTAR AVENUE OO JONAGOLD COURT GDWINESAP COURT Os GOLDEN DELICIOUS COURT OO COURTLAND AVENUE 6 SUNCRISP LANE CD RIBSTON AVENUE CE) RIBSTON AVENUE OO PINK LADY WAY 11 � Os 10" WOLF RIVER AVENUE � �o WOLF RIVER AVENUE >> BELMAC AVENUE iz McINTOSH WAY M CRISPIN STREET is BOLERO AVENUE LEGEND TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C. -- POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE -N- R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN LEGEND X SHEET INDEX NUMBER � SS #�2 SEWER MANHOLE W /NUMBER Q #12 SEWER CLEANOUT W /NUMBER O)SD#12 STORM DRAIN MANHOLE W /NUMBER �CB#12 CATCH BASIN W /NUMBER � PROPOSED SEWER MAIN OR STORM DRAIN i ---- - - - - -- EXISTING SEWER MAIN OR STORM DRAIN STREET NAME LEGEND arr LIMITS O1 JONAGOLD COURT NU O WINESAP COURT #12 O GOLDEN DELICIOUS COURT � O4 COURTLAND AVENUE � �5 PINK LADY WAY 30 31 32 33 34 35 Z C Cr Q Z �"s.. lW < 0 m Q� X µ= `� _W dE5 .0<mo ZZLL_CL z S� u� � CO z S -� h ._ 18 17 16 15 14 13 12 23 U w 21 20 z W ~�w Il 1 � N w Q � � z a s 0 W FIZZ [> W P61zlrE lz r2cE 33448 BY: DATE !•y�ly VATE. AV NU N u- c #12 At Sc 5 6 7 24 25 � 26 271 28 29 30 31 32 33 34 35 Z C Cr Q Z �"s.. lW < 0 m Q� X µ= `� _W dE5 .0<mo ZZLL_CL z S� u� � CO z S -� h ._ 18 17 16 15 14 13 12 23 22 21 20 19 3'Z w Z ZZ 0 W Q Z ..•- > C� h CB #11 1> 25 <� 0 �n Q�� owmmn SD #13 SD# 14 DATE !•y�ly VATE. CITY LIMITS - "- KEY MAP SCALE: 1' =200' CJ AV NU N u- c #12 At Sc 5 6 7 8 9 10 11 1; CITY LIMITS - "- KEY MAP SCALE: 1' =200' CJ ■ W LL U. N u- �_ua. ow< LLB W W Z a: �mwZH�¢�--C� zZ ■svu z0Dh�� W= d z �j 0 w M c- i cn=WZcr) >� aC WU.I r0Z _j M� 0 = C� OC 0 � M Z LU W W -�! CO) MZCa X: w F_ in wt � u--�— to <t Z 0) LO >. _� o u.{ 0 W C/) 0 C� E"' h F_ IM M Z�-- W 0 � (�h�Q(3 Q._ <Q,.�DZZ0OW'S 0 S2 E CN �� b cl? ii tY CL 0 0 FW-- W 0 Q0W -rF -- 9r Wz (.) t-_ _Cis Z C Cr Q Z �"s.. lW < 0 m Q� X µ= `� _W dE5 .0<mo ZZLL_CL z S� u� � CO z S -� h ._ z cu cl W Z W W W W� W 0 0 LLI M u d I— 3c � W u- Z "" C!) F-- cl03:: [�'W�Z�-1 Ql C► ui (1) N 0 0 ZL-}LLi�.... Oz> Z � � Q ©W =Q;-;u L' W F- (3 � (0 < W h• 0 _. CL Cla n. cFL cl) � Z a 0t0 =0W0< �. z 0 � N 3'Z w Z ZZ 0 W Q Z ..•- > C� h W Q Z Lu U l U< cr) -0 1> 0 uQ Z 0 � t - Ir wy <� 0 �n Q�� owmmn >c��0, LIL i<0 w0wocwl Zm mw0LywJ?p <m wawa 0wz I c�> --c3 0 �...® cy) s 1 j � i I SS #1 1 i i PHASE 3 i PHASE 2 i i SS #7 ,..., 1 i s PHASE 2 i PHASE 5 i r TEMP. SUMP 06 6 i i 0 i o � w �0 I � i 0 L 1 i i) ry 1 •- i i � �aa co 0 0, C. © �wo� i CE, W �o DATE N 5/28/2013 t-- PA ,SOB No. 2078B z SHEET 0 ry a i m co 0 OF 13 SHEETS u N u- > 0'- Lu z c h 0 W W u W U.. W_ W LL 0- 0 ci jAEER 00 co n W ..•- > C� 1> 0 �...® cy) s 1 j � i I SS #1 1 i i PHASE 3 i PHASE 2 i i SS #7 ,..., 1 i s PHASE 2 i PHASE 5 i r TEMP. SUMP 06 6 i i 0 i o � w �0 I � i 0 L 1 i i) ry 1 •- i i � �aa co 0 0, C. © �wo� i CE, W �o DATE N 5/28/2013 t-- PA ,SOB No. 2078B z SHEET 0 ry a i m co 0 OF 13 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, 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 MAY 2006. 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. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT --OF -WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 48 HOURS NOTICE. 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. A 15. 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 ELASTOM ER I C GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE :AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR .11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE - FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (COWT) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 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 WATERJETTWG 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. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW-2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ® D -9 PIPE SADDLE DETAIL SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS] D -10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT D -11 DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE D -12 CHAIN LINK FENCES El SW -8 INDUSTRIAL SAND TRAP D -13 CHAIN LINK GATES El SW -10 SAND TRAP D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE "A -1" El SW -12 SEWER LIFT STATION VALVE BOX N D -16 GUTTER DEPRESSIONS [:1 D -1 INTENSITY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D -18 MANHOLE, TYPE "B" Q D -3 CHANNEL PROTECTION El D -19 DRAINAGE WELL, TYPE "B,a ❑ D -4 CHANNEL PROTECTION ST -22 TRENCH BACKFILL & COMPACTION �] D -5 RIGHT OF WAY FOR NATURAL CHANNELS ❑ ST -6 STANDARD PAVEMENT PATCHES v i v 1 v a v u v v r-A L-L.. U t 0 C F t-\ to t-1 I L F L t-\ I v C C � DRAINAGE BASIN DETAIL _N_ SCALE 1 =30 '0 w o w 0 0 6�_ wm w wo . � z0 F 0z wX <z � m�0 w to I -S > t-- d ,Q,�oz�co u„t � , 59: - -i co ws0W`tW( W z � F_ 1¢`-_)�zzv W� W CL 2 2 p r 9 O T 2 OZ ,z�- �z�F X 23 < �- 0zmw 6z 0 w� m) ft ®W<w �-wo cr�m"�owm5wzz2 Q_�clZV) 00 uj WLL _z--w cwt= a0 <� :: az� C a Za � _oz> z��w��o0 w- w z W� 0�< 0 aa�. Zz W -r 0 w 0 oz- Zw< w LL LL Z Q 0 w �% �62z0 w w c�W LL 0 CW w n z a 0 zaww c0 aww> 8tcoe2Wm z '� O w U O a- -- w CW6 r�� ow >w T 5; 2cyw = =z tu)w< �w �d0 -3LC Co W' wx L4 g L < a° �D wwowz (_ n (f) m _w 0 wz= DBL GATE PER -13 z U) �- c m Z CD L0 uj ACV � C? C) m 0 (f) ca U) 0 ) ca m � w C� � � W w0 uj U) 06 z (y) cl) - (0 C:) co W o 04 0 0 �At . L 0 C'- Lli LL a CL LL > w > c� a Z w LIJ w w LL ix w Q a. a a �NEER � b/ .:3 «o LO 0 0 v CL c co 0 3 w i 0 Q CIO U) ry w cn 00 DATE 5128/2013 0 PA JOB No. 2078B w I S 0--- MI Z2LMegjpw CONSTRUCTION NOTES G INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT OTHERWISE NOTED. INSTALL SEWER POINT OF CONNECTION WITH SEWER MAIN. ALL INSTALL STORM DRAIN MINIMUM OF 2.5' OF COVER AT GUTTER INSTALL STORM DRAIN MANHOLE OF COVER AT THE PROPERTY LINE. INSTALL TYPE "A" CATCH —BASIN WITHIN PHASE. RIGHT—OF—WAY �--- -- -- -- - -- E X S — — EXISTING SEWER - - -EX SD - -- EXISTING STORM DRAIN — — — Y/- /- — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 15 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. ALL MANHOLES SHALL BE RAISED TO GRADE WITH CONSTRUCTION OF IMPROVEMENTS WITHIN PHASE. INSTALL 10± L.F. 24" CL -3 RCP w /RGJ STORM DRAIN @ 0.43% WITH PHASE 1 INSTALL 179± L.F. 30" CL-3 RCP w /RGJ STORM DRAIN @ 0.10% WITH PHASE 1 INSTALL 70± L.F. 24" CL--3 RCP w /RGJ STORM DRAIN @ 0.43% WITH PHASE 4 V) 5 APPROXIMATE DESIGN GRADE — ABOVE STORM DRAIN \ \ \ 24" INV E= E. 366.1 0 INV W= 366.10 6" INV S= 36" INV N/ 366.10 366.00 INSTALL 64± L.F. 36" CL -3 RCP W /RGJ STORM DRAIN @ 0.15% WITH PHASE 1 L w —� . . . w —mil r . a •_— /l • 71 O � 0-) � � J ilI m 9.6' o- o� U O W O W U --, Z 0 0 r-- CONSTRUCT 8± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.50% WITH PHASE 4. 18" INV S —E= \ BASIN FLOOR 370.60 365.5 18" INV N —S= ---- 370 55 18 SD INV= 370.57 / 18" INV N= 370.65 CONSTRUCT 40f L.F. 18" v v24" INV W= � 8" SWR INV= CL -3 RCP w /RGJ STORM 368.45 368.57 DRAIN @ 0.25 WITH PHASE 4. STORM DRAIN SECTION �, N.T.S. 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