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HomeMy WebLinkAbout1.2-6802 Ph 1 & 2REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: `7 PUBLIC WORKS DIRrCTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 BENCHMARK USED: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IDLEROCK AVENUE AND JEWELSTONE STREET PER TRACT 5944 -5 ELEVATION= 343.80 (U.S.G.S. DATUM) BENCHMARK SET: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IRONROCK AVENUE AND AKERS ROAD. ELEVATION = 347.80 (U.S.G.S. DATUM) VICINITY , MAP NO SCALE UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA PHASES 1 AND 2 BAKERSFI ELD, CALIFORNIA ♦♦ Ak .♦ ♦ DIAL TOLL FREE 1- 80227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG M LIST W LL" ESTIMATED QUANTITIES FOR PLAN Z CHECK AND INSPEC110N FEE CALCULATIONS. I.L. z NOT TO BE USED FOR BIDDING PURPOSES. Z 0 SEWER W w Z = SHEET No. INDEX 12" SEWER MAIN 792 LF 1 8" SEWER MAIN 29413 LF OO TITLE SHEET s„ SEWER MAIN 4" SEWER (LATERALS) goo 29826 LF EA (D DETAILS— GENERAL NOTES SEWER MANHOLES 8 EA OO AKERS ROAD SEWER CLEANOUTS 3 EA U. ADJUST MANHOLES TO FINISH GRADE 11 EA Cl> IRONROCK AVENUE ADJUST CLEANOUTS TO FINISH GRADE 3 EA Q Cl> SIERRA ADRE AVENUE STORM DRAIN w U OO DIORITE COURT 18" R.C.P. 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Q�����Zp� --�c•, U� Zow o � W � r W�- -Zp�WWW c f) CL � � p jr V) W Mcf)W- ir > i>-OW mwow won .o ow (I yRED RIVER COURT II �� - - SIERRA MADRE - - AVENUE �?C MFI - - -- QI` O�' SS #2 SD #2 wl Y Q :TEMPORARY SUMP LOCATION �_cnJC, ■ C) C) M M 4) to C/) .tai (.0 C r-- z L • O Q w M C) 0 •� X 06 U) i LL 0 au U z _. ca < � mN W ,}; c0 06 W v o ? ti 0 (!) N .Z: #-a M Ww . N � 0 (o C) N r-- � W LL" 0 Z I.L. z Z 0 W w Z = w W W co � n UW ccn > O w W o F- UL w Of � U. F- ~ R . Q F- v �9, 0 w U w 0� a V) —Q w 3 >U W � N Z J 0 Z � Q Z r- w p Q W W � O � W � N F- ~ Z 00 Q F- w U w � ss#� S � L0 0 0 -F c" i I I `) z r p W ,---- r cn i DATE 1 e PA JOB No. cn i SHEET 6/06/2014 12 -2711 C.O.B. RECORDS No. � of 7 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 1S RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11 • IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR II EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE - FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CONPT) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65 -1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT -OF -WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR °CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) U 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 E] D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" ® D -9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT C9 O O 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 El SW -10 SAND TRAP ® D -14 CATCH BASIN, TYPE "A" El SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE El 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 SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) U wU- w U- aLp worn L U z® z W©ui uu c1) Q H W r- z O Cwl co ��1-o���Z° -z c� W =QZ�ZWWoa �U.�WZ� �Q CID JF" � Oz U)C62 C) W i WWp�UC7QDC7CC z W ui M uj �_ - �in=mza� I­ Lu Z 1� z�+� �r=mo��~ W m C� C:) zZ� W'S Q > tt,� co Q z o�c.�Wza,i--a ozmW t/� w x 0_ Q �w pU�U�Cz0 w�wW 6m p (A LJ_. �... U) ?� °o�oo °ate 0 U) Z ww> ->02 =v = ozzQa wzz° _ cu < m N W -w wt~i.�faz,ijpOO�w op�Q�wWZOa 0 zo�rn,,�?z> (y) 0 Z � O <WF-¢WF-c65 L.i.. � N aUriw z0a. g =OwozQ Z W -�-� M W c°L'Zir W0°- =�wjpZZ� Z '� � j a U t- z w V= w- �U`tOw �-- Z w 220 C9 O O v�°,z W W O W Q_ ccl) 0 cn � o r- v0w� =<I-- Uzo� z Z�©WOLL.CWL' =F=- LL, W _ge C ¢>� t- 0cf)wZ:Dz< 0 z Z © = V . W = W �QO = °Jov � >QwZ wpw LLJ Wpm � 1-- W fn _t -- j CONSTRUCTION NOTES 4 INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT �. INSTALL SEWER MAIN fy INSTALL SEWER MAIN PER TRACT 6410 0 APPROVED PLANS = INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF --WAY - -S- - EXISTING SEWER - -SD- - EXISTING STORM DRAIN - -ZZ- EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION Z aZ wz Loto ow WW 0 C/) �. ow fy 0 0 -� NJ CL `-' 0. >-- cl3 z � • cn o co W m m ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STA110NING 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. U d- W 60, x Z 22 + + � �- 1 I - 0 ¢ 00 00 10' 20' .- 0 � r 20 10 i w v� �-- Ln � W + tl; TEMPORARY V) d' (o 0 �`_ , SUMP Q co I + x \y/ FUTURE IMPROVEMENTS otyr (BY OTHERS) 3.25' L/S EASEMENT Jim M.-mmi w 0 s � w 1 N M N 5' u') 57 U Dw ?5.j (,t) 0 Z = 0Z U 'Q .p W N Z J w 0 Loto (o D �. ow fy 0 x¢ W� 0 w= :D • cn o to �. - w 28' �w F ow 0 ~ 0 o 00 oN J ¢ 1609 U 20-1 111 �Z Uw � 1 ¢ J� � OA V) Vtn= �W � tY_ OZ Z CO) m O 0 Z 0Q M 00 cn < W c(l) 0 O + �1� ' O A 00 cif) N U d- W 60, x Z 22 + + � �- 1 I - 0 ¢ 00 00 10' 20' .- 0 � r 20 10 i w v� �-- Ln � W + tl; TEMPORARY V) d' (o 0 �`_ , SUMP Q co I + x \y/ FUTURE IMPROVEMENTS otyr (BY OTHERS) 3.25' L/S EASEMENT Jim M.-mmi w 0 s � w 1 N M N 5' u') 57 U Dw ?5.j (,t) 0 Z = 0Z U 'Q .p W N I I n� n W w 0or) _ RZ z V-U ¢ v M0) � co ++ cn v�N N CONSTRUCT 6± L.F. 18" CL-3 RCP w /RGJ STORM DRAIN @ 0.83% CONSTRUCT 49.5± L.F. 18 ", CL -3 RCP w /RGJ STORM DRAIN @ 0.63% Z J w 0 Loto (o D �. ow w_ 0 x¢ W� 0 w= U- O • cn o to �. - w 28' �w F ow ~ 0 o 00 oN J ¢ 1609 + ch 20-1 111 Zo• ,o•2 I I n� n W w 0or) _ RZ z V-U ¢ v M0) � co ++ cn v�N N CONSTRUCT 6± L.F. 18" CL-3 RCP w /RGJ STORM DRAIN @ 0.83% CONSTRUCT 49.5± L.F. 18 ", CL -3 RCP w /RGJ STORM DRAIN @ 0.63% 12" S WR INV-= 337.90 18" INV E= 18" INV E -W= 336.14 335.88 336.19 REMOVE PIPE AND OUTLET STRUCTURE WITH PHASE 2 AND /OR TRACT 6410 CONSTRUCTION. POUR CONCRETE PLUG IN BACK OPENING OF CATCH- BASIN. INSPECTION/WOR'r< NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT -OF -WAY. 36 35 (m .STORM DRAIN SEC11ON N.T.S. V W J Z = Z U � n N � tM uj n d' N w L0 �w� Q D w Lij V) ry Q W W uj U) W h h 5' 3.25' L/S EASEMENT I1 t 11 !1 i w w Nw 0 w 00 N OQ III If- �j m iR Z J w 0 Loto Ir- Z ug w_ 0 x¢ W� 0 U- U- O • cn o to �. - w 28' Z F 12" S WR INV-= 337.90 18" INV E= 18" INV E -W= 336.14 335.88 336.19 REMOVE PIPE AND OUTLET STRUCTURE WITH PHASE 2 AND /OR TRACT 6410 CONSTRUCTION. POUR CONCRETE PLUG IN BACK OPENING OF CATCH- BASIN. INSPECTION/WOR'r< NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT -OF -WAY. 36 35 (m .STORM DRAIN SEC11ON N.T.S. V W J Z = Z U � n N � tM uj n d' N w L0 �w� Q D w Lij V) ry Q W W uj U) W h h 5' 3.25' L/S EASEMENT I1 t 11 !1 i w w Nw 0 w 00 N OQ III If- �j m iR Z J w 0 Z ug w_ 0 x¢ W� 0 0w � w a LL 00 1- ~ 0 o 00 � CID ao W J ¢ + ch � N C4 13 1 ¢ � w J tY_ 0 U W cn > w W n 0 a LL o w ¢ o. N 0 3.25 L/S EASEMENT N 5.00 PAST WALL i 5.00' w co \ S S S S V S S S I S EXISTING ao EXISTING 12" SEWER SEE NOTE "A" oo I 8 STUB BELOW w � U LL oa p w0(j) z °z wawFa LLI a 'z0 ~ �zOZ w=¢z�0WmCsO tr cn = w z > ¢ wCC= J65iMzm w =O =zW nv � zF-U1._, LL_ p- ui =zOWu LU o �V tw . z F- a z F zOt)WWC6 Q Oz 0 O U Q a cD3:LuW WW,- >oUZ =�� cn =`tO� gZZU- W1.- I.-ozz �{l0c 0Q�¢� c�zc�Q a z Su JOZ> z owpw¢1 -(oo Lu = U - U Ujc�Up..u) „�"z0cL ZowwwpWoQ�¢ wz�= °Wpm X :00ZZo V I=- Z w t= '� �,wj '� g t�i1 LLzoin w w pw Cf)Lm<VUZ�o cnw� =z¢ o� LL � -Ou.� "'_ QJowUitCoe- ow w cw = z¢¢0c� z0 =Utnw= ww Q>L�LJ0 � - =pr r- n m w ¢ aw > wozn- n021)- � n UJ °'Ucc?0 >°° w �� > -ww0owz Y W H U D W � Z W tf Qj� w Q UJ - w N 1) it �n I 76 1\ 7 f 18 18 +50.01 � 19 -- 20 21 21 +62.02 22 23 I 24 24 +83.78 r ' 25 26 27 1 27 +86.42 7'� 28 � `16 +94.01 CONSTRUCT PIPE SADDLE � PER C.O.B. STD. DWG. D -9 UTURE IMPROVEMENTS BY OTHERS IF SEPARATION IS LESS THAN 12 INCHES � � � � M XISTING IMPROVEMENTS � -- - - - - -- r- - -- -- _________ _______________________________ __�__________________ ��\\ 5.00' ����------ - - - - -- � r_ 7-- r cn FUTURE PARK SJTE o � � TRACT m PHASES 1 AND 2 1 11 V) 6 152 PHASE 5 N � SIERRA MADRE NOTE "A ": INSTALL 4" SEWER LATERAL w � AVENUE AS SHOWN PER CITY STANDARDS. Q Q NOTE: CONSTRUCT SEWER MAIN WITHIN TRACT 6802 AKERS ROAD PER I � CONSTRUCT 17.8$f 18~ APPROVED TRACT 6410 PHASES 1 -3 SEWER AND STORM DRAIN PLANS AS � CL -3 RCP w /RGJ STORM DRAIN 0 0.11 PREPARED BY DELMARTER AND DEIFEL, IF NOT ALREADY CONSTRUCTED. CONSTRUCT 201.2't 18" CONSTRUCT 249.0'f 18" CONSTRUCT 316.1't 18" HORIZONTAL: 1y =40' CL -3 RCP w RGJ STORM DRAIN 0 0.1190 1 CL -3 RCP w RGJ STORM DRAIN 0 1.47 CL -3 RCP w RGJ STORM DRAIN 0 0.11% VERTICAL: 1" =4' Z� Mp I�� u�i�z0 U� H-N IiF-c� F- C9 W �W WW J =J A ��(�j =J =� _� =��2 �0 0 ocn= N v)= �o ocno cno xQ j j K- -j (1) z �J NJ �Z Z��� ZZ Z= oZ= Z= W� 00.. tea. �oj� W'�LaJZ U� VQ �(�Q UQ �'w 00 co Z m W L�I � V � � N �ME C0 � m jR �� �� I� pw pn �� � F LLJ N O w � � +N Z ++ cn �� ± � ±N O 000p 5 viiiiiiiiiiiiii` C44 OIillillillill' �3 350 ............. o ... .............................. W J . .350 to . . �i . _ .��. %�,. _ a�. �,�� _ - APPRr�X /M�IE DES /GN GRADE' �_ .��. .yon: �____.-- -.-- -: MAIN /N � '��,'� ABOVE 4 w I/E 34.6 :...:...:...: .:. �°`°`� ..:...:. � . � . _._.� . -- : ----- .: .. -=- . -�:.. � - - - - - -- - - - - .. : -- . =-- . : - .... - - .:...:...:...:.. .:...:...:...:...:...:...:...:. .:. ..:...:...:...:...:...:...:...: ...:...:...:...:...:...:...:346 ..................... .. ............................................................... . ............................................................. SEE NOTE "B" BELOW---- �) NOTE CONTRACTOR SHALL .VERIFY LOCATION AND ELEVATION OF 342 :...:...:...: .:. . ......... :...:...:...:... � � � � � � � � � � � � � � � � � � � � � � � � � � � - � � � � EXISTING STUB- PRIOR TO ANY CONSTRUCTION, -ALSO •VERIFI� POSITIVE :34Z . �a" .irvv.wt. . . .� SLOPE* FROM 'MAiVHOLE' PRIOR TO 'CONNECTION' TO' EXISTING' STiJB: IF' . POS ITIV E SLO P� DOES NOT* ACE STUB TO' .MAN HO LE. C XIS . EP L F-T I 18° INV S W � EX. 8 "31NV6E= 338 :...:...:...:. ..:...:...:.. --� .:� . _ � _ -. . . . . . . . .� . . . . . . . . .T- . 340.15 (3:57.12) _-- - - - - -- ..... ...........................:338 Pill ................................. I� �$° CL-5 RCP STORM y>�� 2a I �----------- - - - - -- ( DRAIN PER TRACT 6410 EX_12" SEWER t• � ���1. .�L EX. 12 "INNS= . . . .�+ . . . • 18° INV N-S=/ 18° .INN N -S= 18 INN NHS -W= . .0�.5 337.00) 335.90 336 :12 .336.14. ' r � . `�`� s�`r��. . 8�t CONSTRUCT 156.0 f _ CONSTRUCT 322.4 f CONSTRUCT 31S.7± 334 :...:...:.................. , �" .PYC �E1N�R � .0..15�v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t2" PVG SEMIER. � 0.) 5�- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12 "• PVC -SEWER •0. 0.16% ....................... ... ...:.. s9'�� ..:...:...:...:...:...:...: ...:...:...:...:...:...:...:334 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 27+00 28 +00 SEWER AND STORM DRAIN TO BE CONSTRUCTED NOTE "8"; CONTRACTOR SHALL INSTALL TEMPORARY PLUG IN MANHOLE FOR 18° PROFILE WITH PHASE 2 CONSTRUCTION STORM DRAIN TO SOUTH (TO BE REMOVED WITH PHASE 2 CONSTRUCTION AND /OR WHEN TRACT 6410 STORM DRAIN IS CONSTRUCTED. Cn co V) z 0 w Z r 0 M �' / 0) L0 CID �/ ) Q C� � r- w z �. . o cN LLI m C'� > U r co 0 to .a) X ca ¢ 0 v Z w m N ) M L1.i Z (1) no= L 0 cZ c) W w r � CD C) 0 0 N 40")r s, k i C H 4. M a La awl p U cr 4*9 �P � N Z � J Z � Q Z � � W 0 D � Q O � 2 � O a. � w 0 o Y a 00 Q w U w � U) DATE 6/06/2014 PA JOB No. 12 -2711 cn SHEET a E 0 OF 7 SHEETS H 0 � w a LL (j) ~ 0 tr w z z 2 J m w � w w 0 U cc l> > w W n 0 a LL o w ¢ o. H 4. M a La awl p U cr 4*9 �P � N Z � J Z � Q Z � � W 0 D � Q O � 2 � O a. � w 0 o Y a 00 Q w U w � U) DATE 6/06/2014 PA JOB No. 12 -2711 cn SHEET a E 0 OF 7 SHEETS CONSTRUCTION NOTES 0 INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT UJ •Z j co INSTALL SEWER MAIN 3: INSTALL SEWER MAIN PER TRACT 6410 Z APPROVED PLANS 0 INSTALL STORM DRAIN w INSTALL STORM DRAIN MANHOLE w INSTALL TYPE '*A" CATCH—BASIN uj RIGHT—OF—WAY —S— EXISTING SEWER —SD— EXISTING STORM DRAIN 0 ow EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION Ss SANITARY SEWER STATION **= 20' WIDE SEWER EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. RECORDED 12/9/99 AS INSTRUMENT NO. 0199175178 O.R. � it cf) �� I 120' - - -�� I j ��l l cn A s s � ��s�ii� )$ 8 w %i � I � D i � m ALL PLAN MEW 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 2.259 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. U � U �k NO ui (/)o UJ •Z j co z z Z 3: 0 < La 0 Z 00 0 0 0 0 0 w 0 w cLo o 0Lo 0 w (oco uj + + 0 00 0) 0)C4 N 24 23 22 0) to 00 C14 41 TYP o + 4 ob N N _N F 0+00.00 cy) 00 N V N Lo tOO M 0 0 25 26 27 21 20 O 0 to N O 0 M 0 N ol N N 0 tO 12 w to 0 CD N of N V N 1/1 71 0 C4 Irma 28 tp CONSTRUCT 25.5± L.F. 18 CL-3 RCP w/RGJ STORM DRAIN @ 0.20% 18" IN S= 340.48 ao m C3 CONSTRUCT 14.6± L.F. 18" CL-3 RCP w/RGJ STORM DRAIN 0 0.34% \18" INV N= 340-48 8 " 1 INV N—S—E= ' 8" SWR INV= 340.43 338.18 4 STO RM DRAIN EC110N N.T.S. IU T Z hUt :338 co UJ •Z j co uj MOW N 0 a. COY) 0 0 OZ X z UW *Z *0 X z (oco N C) 00 N 0 00 0) 0)C4 N 0 09 C4 0M4 0 ow + M LLJ + Lo ++ to to V) rr 0 rte. i cn /� 451 -9 •$ + 19 1 18 17 16 z 15+00 16+00 CD 0 to 0 n vl� 18+00 m N + + 0 s UJ 0 + r r cn cn 0 W co F u_ - > w LL Z—i 15 14 13 + 00 N � + 0 to m 15+42.44 —i i • ­4 � i i � 15 15+69-52 T� T w J 0 :338 co N N O N 1 �d z < LLJ co N V_ 00 • o 0000 SHEET .co oor**,- N + �- 0 ow MEMO Z V) > 0 0 0 i 13 /� 451 -9 •$ + 4e. A.Av 14 z 15+00 16+00 CD 18+00 m Z Lu F- w s UJ 0 N � � 90 0 W co F u_ - > w LL 1-145 145' 15 14 13 + 00 N � + 0 to m 15+42.44 —i i • ­4 � i i � 15 15+69-52 T� T w J 0 :338 co N N O N 1 �d z < LLJ co oco V_ 00 • 1 .9 1 30 1 31 1 32 Z z m m pol, .j ow PHASE 1 a co SIERRA MADRE AVENUE 0 ob W) v- 04 + a V n 11 �_ Q D D O W J j (no cn 0 0(/)0 Od Z:c oz:c 0 z uio z 0 w 00 OIL' 0 COT 0 w # w 0 00 co 00 + + cn w ++ 350.......... cn cn 0 0 nrn Ilm ... ................... ................................................................I cn I cn ............. I G ................. .................................I ARPROWMA T.E. DESIGIV• GRADE ..... : . ABOVE SEWER MANN 461.... I ......... I I ................... .............. .._.._._ : ...:. . ............ .........................................................I .... 342:. ....... I ...... ..* .............. :.. . ...................................................... ..... .... ................ .............. VrIllillillill I ..................... ..................... 6 ........... I 0(\ 338............. 1 .........................................................1 1. < ............. ................... • ........ • ..................................1 • .................... CONSTRUCT.'l 00.04:t Big I I I I I I CON' STRUCt 305.5s.± 334 .. I I • .. I I • I I I I .. 6"- PVC -SEWER 0. 1 1. 00% 1 1 . I I I I I I • I I I . I I I I I . I I I I I • . 8! PVC- SEWER- 0 0.35% 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 1 . • I I . I I . 10+00 11+00 12+00 13+00 14+00 PROFILE 0 cn Kxj 11 e_w 0 11 (3 w J 0 :338 S s Z toz X o w 18 (:; o Z 0 z < LLJ co oco V_ 00 • o 0000 SHEET .co oor**,- + co + �- 0 ow MEMO Z V) > 0 0 0 i /� 451 -9 •$ + 4e. A.Av 18$ U) CONSTRUCT 254.3'± 18" CL-4 RCP w/RGJ STORM DRAIN 0 0.11% (n 04 17+15.50 0 L6 :V) :338 S s LtJ s- Lj 0 71 71ia,39.46 17 18 WR EX. 8" SEiV 5*± EX. SEWER z < LLJ r4f) V_ I I I > < SHEET Li• + co �- 0 ow MEMO Z > 0 0 0 i /� + + 4' TYP 28 z 15+00 16+00 17+00 18+00 18 Z Lu F- w s UJ N N � � 90 0 W co F u_ - > w LL 1-145 145' 1-11 4 0 34 ji limps 00 34 35 � �� � �� 000, w oK) IN 14 CONSTRUCT PIPE SADDLE 0 LATERALS o PER C.O.B. STD. DWG. D-9 IF SEPARATION IS LESS THAN 12 INCHES ctf L'J CONSTRUCT 254.3'± 18" CL-4 RCP w/RGJ STORM DRAIN 0 0.11% (n oor V) :338 z DATE 6/06/2014 Lj LJ WR EX. 8" SEiV W .j 0 Z Z (n _N_ HORIZONTAL.- 1 "=40' VERTICAL-. 1"=4' %00 lTw___ 4� lw— li 'I I I I I I I I I I I I I . I . . . . . I I I I I I I I . I I I I I I I I I I I I I I I I I I I I qwrm . . I I I I I I I I . I I I I I I I 350 U) I . . . I . .�,�ti'� . . I :3 . I . ........... :...:... I . ��I . . I I . I I . . I I I I I I. . I .-j I . I I I I I I I I I I I I I I I . I I I I I I I I I I I I 346 CONSTRUCT PIPE SADDLE 0 LATERALS PER C.O-.B. STD.• DWG. D-9 IF SEPARATION-IS LESS THAN 12 INCHES 0 . . (� . . . � . � c" ........ ...... ...... .... 1. 0 ............... .... 342 • � � � � � � II ���, NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN `� 00 I" JNV N.-S-.E:;= . . . I I I I I . . . I I I I . . I . ..... I . ... . I I . I I . I I I I I I I I I . I I . . FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER W. 43 18 14 v S__ W= IF THERE ARE ANY DISCREPANCIES. V) I I t'll I I I L. uu u- u- LL 0 w 0 0 M zoaz zow it. K uj ui Fo- w a- (L < Z z 'Zi -rQ. w z cl-- 'o 0 w:: co x ul HpcC�Oz c' 1) C.) z w w w U 0— wm 2w�� cr) z w m: 0 w wo ow LL zi- v ~mm0u m: WaO�_ ��� z 0 w ¢a.� =�?w� zcwt) 0 0_ F- F - F - cl I= § z z0 w �m z < ww 2 C6 Lo� < C-) C6 z w Ow- aw- 6 0 zz CL W w cl) ix OWE W022FM- F- u_ T<ZEW MWZ20 91--FO2260ow W LL P CD 0 0 §Q lzv) 0 - w w Z @ g 2 :� 2F- OZ z 0 0 uj - ct w (L ICL 0 a co Z O!� I o w w w z , uo- ix o z 9 CWL ZZ ow w w > 0 z w 15 wz 0 <Z W ) �_ z LL w z m la- -_ 0 z w I— LLJ aw oz u_ w < 0 LLJ u- a- M cl) < LLJ V5 � o Cf) Lu =:) :� IZ-; 0 z 0 c') 0 Ll Z 0 C) 0 w 0 (L F_ I- C)ai Fm < W Lu 0 z")w'vo ZQQ�° Z5;0 'w_LLr 0 < 0 > ;;� LL CZ,) W W Fo- Cr- WW W caf): Luj L) m W < > a 2 zw w W > co) 0 9; cwo C=—/)) (Z-9 m w § 0 m < w a. '�- W Lu o w z W >- cf) _ =C-1)w 0 w z =) F- 111- 0 0- 0 0 W < M C) cle) cle) 0) Lr) C% m Q0 C) u.i z 0 CN m (y) (o V�70 Q0 0 a) x 4— < 06 cl) C!) c L_ U- !) 4) U) z < w N W W a) a M 06 Z (L) a (,� U) C'q Z Ce) Lu C) C) CN 0 � N Z 0 � z W Q � Z � Z D � Q � = D O � �cn C) Z � � a � w U � w � cn ...... ... :338 z DATE 6/06/2014 0 WR EX. 8" SEiV PA JOB OB No. 12-2711 tK I . I I I I I I cn _w C: SHEET Li• w �- I CQNSTRUCT 396.0'± Z > 0 0 cr . I I I I I I I I I 8"-P-VC -SEWER 0-0.35% . I I I I I I I I I .......................... I I .... .....334 z 15+00 16+00 17+00 18+00 100, 1 E Z Lu F- w s UJ LU 1, � - ('�- ��--�— � 0 W co F u_ - > w LL LL 0 \IkEER ��� 0 00 0� W � � 000, w IN 14 � N Z 0 � z W Q � Z � Z D � Q � = D O � �cn C) Z � � a � w U � w � cn ............... A ...... ... :338 z DATE 6/06/2014 0 WR EX. 8" SEiV PA JOB OB No. 12-2711 tK I . I I I I I I cn _w C: SHEET w 0 E I CQNSTRUCT 396.0'± ............... A ...... ... :338 DATE 6/06/2014 WR EX. 8" SEiV PA JOB OB No. 12-2711 tK I . I I I I I I cn _w C: SHEET 0 E I CQNSTRUCT 396.0'± > 0 . I I I I I I I I I 8"-P-VC -SEWER 0-0.35% . I I I I I I I I I .......................... I I .... .....334 15+00 16+00 17+00 18+00 100, 1 E 1, � - ('�- ��--�— � OF 7 SHEETS CONSTRUCTION NOTES co co G INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT N INSTALL SEWER MAIN (� •� r.. Z - INSTALL SEWER MAIN PER TRACT 6410 D APPROVED PLANS _ _ = INSTALL STORM DRAIN � INSTALL STORM DRAIN MANHOLE � INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY — —S— — EXISTING SEWER — —SD— — EXISTING STORM DRAIN z M EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION H U I Ll� N O U O O 03. i W almam N 11 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL —DE —SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT—OF—WAY. 10 9 (o to 0 4' TYP w to 1 Q Q z w w Q z w W w M i w � 3 w <C V) w w F- 0 w a 10 +00.00 � 11 � w � w N N dam' 12 r to O 13 V �k D W 0_� (/)0 _ OZ U Q EL' dam' 1 8 I 7 6 I 5 I 4 "6 40b 4Pb 12 13 w ob c N N N co co n N o % r f..�. 0 N N N c�`n m a Co Li- ~�0z��nC/)0 wwUz3p oF (� •� r.. Z - z w � w�- -W�z�w u. . D �-J t DW w �� (.0 (� � ?� Z� U m Lu ago �ozmW Dw J sue.. LL v t70�0OCr��O -�pu.. wz�- •w���'1JU it - z (/)O Z Z "6 40b 4Pb 12 13 w ob c N N N 14 I 15 0) N � 14 I O w N p� N - T r 00 � N VN l- 16 17 18 PHASE 2 GAB B RO COURT NOTE: CONSTRUCT SEWER MAIN AND LATERALS WITHIN GABBRO COURT PER APPROVED TRACT 6410 PHASES 1 -3 SEWER AND STORM DRAIN PLANS AS PREPARED BY DELMARTER AND DEIFEL (IF NOT ALREADY CONSTRUCTED). U = W 5 ..1 to O Z _ oZ C3 Q �f- w to r- 3 rte., 0ox x ca x r r r • J 1 16 s N N m r r 19 20 V a W .i V) O Oz U Q 0) 0 Cd O W + cn 00 vw- jiml CD CD 17 II iI w w II O) Cfl f ! N I` I ,d- 4 TYP + I coo r # r �i f'1 I`I 21 22 f F CONSTRUCT PIPE SADDLE PER C.O.B. STD. DWG. D--9 IF SEPARATION IS LESS THAN 12 INCHES 1 0 00 V_ 5 s 7m-M Q F___ Ow Of LJJ V) = or. V) w w Y Q N —N— HORIZONTAL.- 1"--402 VERTICAL; 1 " =4' O !-Vp„Z WpW4 W W WtnU.1Q� =W % r f..�. 0 ��FZ --O­>- �- N c�`n m a Co Li- ~�0z��nC/)0 wwUz3p oF (� •� r.. Z - z w � w�- -W�z�w u. . D �-J 14 I 15 0) N � 14 I O w N p� N - T r 00 � N VN l- 16 17 18 PHASE 2 GAB B RO COURT NOTE: CONSTRUCT SEWER MAIN AND LATERALS WITHIN GABBRO COURT PER APPROVED TRACT 6410 PHASES 1 -3 SEWER AND STORM DRAIN PLANS AS PREPARED BY DELMARTER AND DEIFEL (IF NOT ALREADY CONSTRUCTED). U = W 5 ..1 to O Z _ oZ C3 Q �f- w to r- 3 rte., 0ox x ca x r r r • J 1 16 s N N m r r 19 20 V a W .i V) O Oz U Q 0) 0 Cd O W + cn 00 vw- jiml CD CD 17 II iI w w II O) Cfl f ! N I` I ,d- 4 TYP + I coo r # r �i f'1 I`I 21 22 f F CONSTRUCT PIPE SADDLE PER C.O.B. STD. DWG. D--9 IF SEPARATION IS LESS THAN 12 INCHES 1 0 00 V_ 5 s 7m-M Q F___ Ow Of LJJ V) = or. V) w w Y Q N —N— HORIZONTAL.- 1"--402 VERTICAL; 1 " =4' PROFILE U O - Lu Wo-00 mQ(o -- !-Vp„Z WpW4 W W WtnU.1Q� =W % r f..�. 0 ��FZ --O­>- M Lu=az� WW °0 Ix ��Luzco) Q c�`n m a Co Li- ~�0z��nC/)0 wwUz3p oF (� •� r.. Z - z w � w�- -W�z�w u. . D �-J �) ©o�.Q_ 5 ,w � z z 0 w O DW w �� (.0 (� � ?� Z� U m Lu ago �ozmW Dw J sue.. LL v t70�0OCr��O -�pu.. wz�- •w���'1JU it wO Z z (/)O Z Z .�..� Z �O Z X -�0 L C60-t. �u)w z M to= Z Z Q"-'C -) vz <�_ Co � p Vw N 0 �-- CJ '�'� -- �WWQ U 'Q UtnW= Qo =� °you r U Q Qd�`pWwcn.��� W oLL z >�m.zu) O J V co ;� co -- E- -aa- C -)ow <� Qw 350. CO * ....... tom d• ............................... 1* .............................................. ............................... to d- d- ix .................. ...0..............0............ N O w - ...... 350 + + + + U) CD e-- r r co *'7 " ..`. ... ............................... y.. .................. ........... ..ARPROXIMAZE DESIGN. GRADE ............................. ........................................................... 346 -- ........ ---- ......... —.... o • 346 .... ....... , ........ 0 ............ 0 ........... . ..... ... . . . . . • .. .. ........................ . . . . . . . . . . r . . . . . ................. . . . , 0 ... 0 .......................... . . . . . . . ......... . . . . . . . . . 342* .... . . . . . . . . • . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . • . . • . . . . , . . . • . • . . . . . . . • , r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . ................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ . .................... . . . 00 . . . . . . . . . . . . . . . . . . . . . . . ........ . ............................PER . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT PIPE SADDLE ---- --- C.O.B. •STD. DWG, ®:9...... . . . . . . . . . - -- . ....... . . . . . . . . . . 42 • - - - - - - - IF SEPARATION IS LESS THAN 12 INCHES . - . . . . . . . . . . , . . . . . . . . . . . . . . . . . . ���r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-- r1-.• -"�. . . . . . - a� ��. . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . 338* .... ........................................ ... .................................................. .••.......,.•.......,........•. o ......... o ..............••...•........•.•..•...-•.. r ....,..... •......•....•....•......••••.•. • .. ... o.. 338 � . . . . . . . 6 0 . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 " I N V= . �N* . — • . . . . •� . s CONSTRUCT 204.5 t CONSTTRUCT .400 t - 336.07 . CONSTRUCT 258.4 f . ao . w oa ln • . . 334* 334 . . . . . . . . . . . . 8» I�VaC . SEWER • 0 0.35% . . . . . . . . . . ... . . , . . . . . . . . . . . . . . . . . . . . . . . . . . 8" - PVC SEWER 0• G.3�5% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8," -PVC SEAR• 0 -0.25% . . . . . . . . . . . . . . . . • . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 PROFILE U O - Lu Wo-00 mQ(o -- !-Vp„Z WpW4 W W WtnU.1Q� =W % r f..�. 0 ��FZ --O­>- M Lu=az� WW °0 Ix ��Luzco) Q c�`n m a Co Li- ~�0z��nC/)0 wwUz3p oF (� •� r.. Z - z w � w�- -W�z�w u. o �.. N � w�c0 =win _ (D F— F- C0 � -- W m . "� �) ©o�.Q_ 5 ,w � z z 0 w O > t- w �� (.0 (� � ?� Z� U m Lu ago �ozmW `}_ <C - U tnw�aw cry zp z a zo�cr sue.. LL v t70�0OCr��O -�pu.. wz�- •w���'1JU it ,c cy) Z m �wQw�Ww ~tea © F_ zz Q1- X m N � ., W C0 ©zW?ppm Waz a .�..� Z t� Zo ww -wi ©z> z�p�ow¢�• -O `tLLlt-'"<tWl� I� N -�0 L C60-t. �u)w z M Q�zz�=- Wpdu�w z0ZZ'l N CU Q"-'C -) vz <�_ Co � p Uz0 F- CLWZZ� L.0 W w 0w 0- MCwi,, <(,-, 0?o N 0 �-- c/)w�=ZQUZC:lS Z 4w��uLLm=tz- -- �WWQ O�wa:j ....�p�"" W Z Q Q D Zp _r �W UtnW= Qo =� °you r tLul w"w=wom Qd�`pWwcn.��� W oLL z >�m.zu) c— IV) Cnm�UZJzz�Caf] Qw2!gwf�?�, a> 0 w Z cf) >- w w X 3: cQ W 0 Ljj Z -- E- -aa- C -)ow <� ti.i Q 0, a. W ' to cr z w d z 0 Z z m w w w (� U try > W � w LL. a o a G \14EER o � 4 �. CO uJ • > V . o w � N Z 0 J Z � Q 0 W � � a O p � O 0 C:) Q Q oc) C� w U w � �r N O O D I V z O U) N --. aC DATE 6/06/2014 N PA JOB No. 12 -2711 VJ SHEET E 0 E N OF 7 SHEETS