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HomeMy WebLinkAbout1.2-7247 PH 1 & 2REVIEWED BY: ASSISTANT � � � PUBLIC WORKS DIRE 0! APPROVED BY: /—I— I — a ✓` 5 , CITY OF BAKERSFIELD DATE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 r 1w DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13- 30/26, BEING ABOUT 50 —FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 BASIS OF BEARINGS: TRACT 7247 PHASES 1 -2 BAKERSFIELD, CALIFORNIA THE BEARING OF N 00 °57'45" E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PHASE 1 w go j I !hIJ LamSTOHCIKGDH � o TR -6001 WD '0 �R -6223 '1 -7 L� L� 1 1 s A LE SCHOOL 8" SEWER MAIN 356 LF I WHITE LANE LF I LF i I LOT 1 PM No. zlll LOT 2 LLA No. 11861 mill LLA No. 13 -0176 12 -0351 lol �,u EA lir; LOT 1 66 PROJECT / ° & I LLA No. 12 -0133 \ \ I EA I SITE - fj LOT 1 �q 13 0176 7R -4861 Iz MUIRLANDS \`\ \\ ` Q EA I if - �\ A % \\ \� ' LOT 3 > \ , <LLA No. 13 -0176 m qy TR -6116 I LOT 2 ���� ���\ Y �a `: ' ' cs a i I LLA No. 12 -0133 `: \ . / /'kF' qyp�� QQ N C> GSA EA I i ) jo EA -- EA LOT 2 DRIVE Z REMAINDER OF�, LLA No. 13.4179 i PARCEL A' F z S a w TR -5135 i I I OF P.M.W. 08 -1182 g,�, " m .B I \ LF VTPM 11838 i i� LOT 4 L TR -5186 LLA No. ui 12 -0133 .1+ o VTPM 11838 EA II / „Z EA I I` --J �- - -- -��1 EA - -- --------==- EA ADJUST MANHOLES TO FINISH GRADE 3 EA j WEST MING SPECIFIC PLAN AREA] EA TIE -IN 2 EA VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER PHASE 1 PHASE 2 8" SEWER MAIN 356 LF 907 LF 6" SEWER MAIN 285 LF 238 LF 4" SEWER (LATERALS) 933 EA 1,247 EA SEWER MANHOLES 3 EA 3 EA SEWER CLEANOUTS 3 EA 2 EA ADJUST MANHOLES TO FINISH GRADE 3 EA 3 EA ADJUST CLEANOUTS TO FINISH GRADE 3 EA 2 EA TIE -IN 3 EA 2 EA STORM DRAIN Z L 18" R.C.P. STORM DRAIN 56 LF 134 LF TYPE "A" CATCH BASINS 2 EA 2 EA STORM DRAIN MANHOLES 1 EA 1 EA STORM DRAIN JUNCTION BOX 0 EA 0 EA ADJUST MANHOLES TO FINISH GRADE 3 EA 1 EA TIE -IN 2 EA 2 EA LEGEND W Z� ;00-%g 0 ( SHEET INDEX NUMBER LL zoDa Wiz Wav wxw �^ VJ Qs SS #12 SEWER MANHOLE W /NUMBER zscnrY °=¢wwww -w0 © CO #12 SEWER CLEANOUT W /NUMBER 0� m QD SD #12 STORM DRAIN MANHOLE W /NUMBER ,tea CB #12 CATCH BASIN W /NUMBER N co W ° O ¢- z° J PROPOSED SEWER MAIN N co w o ° -- -- — PROPOSED STORM DRAIN Z O S EXISTING SEWER MAIN N {„L *' SD EXISTING STORM DRAIN zOwWwafOz< w Z W TMH- TOP OF MANHOLE ELEVATION a- a �—L> w OZu F_ INV.- PIPE INVERT ELEVATION r N r U=0ZzL)wQpLL (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) m P.V.C.- POLYVINYL CHLORIDE O N = APPROXIMATE LENGTHS, CONTRACTOR SHALL VER,F" ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE CL R.G.J.- RUBBER GASKET JOINT S ° CB- CATCH -BASIN C9c=i��2 <U >-J'O� Z°2UCnW 2aa� NOTE 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 SUBDIVISION 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. \ _ _T___ -I ��-- T - - -I -- - r - - -I -- I --� /� I I I TENTATIVE 1 TENTATIVE = _� � \ I TRACT 7246 I \ \ �\�� I —L -- � -- - -I __1- -- TRACT 7254 j S \ XISTING SEWER PER PARC�L MAPI12100 ��- \ �� i SEWER SD PLANS S - - \ 1 \ S � % \ s EX MH �\ s I *-.1"�, 22 s� \ �� \ I cF s \ \ CB #2 SHEET No. INDEX \ \ �� \ CO #2 16 20 1 9 °GAT, CD TITLE SHEET '� \\ / \ c 17 ,��\ 15 S `F'> 18 02 STANDARD NOTES & DETAILS' `X << \ \ \� sS #3 03 SHADY VALLEY PLACE \\- - _ �'� , \ \ co #1 7 14 ,3oG�T z LLJ Li Q l_L LLi Li V z LL1 a Of (n W Ld Lli 0 0 w m z Z Z) LL_ Z(n pJOZ W Q(n Z Q Q W �m��Wuj mcww _ z JU >- QZOWWOwL`I CJ z U � m W� W Z Z wQQO. O �0 F- *ZF-ml- 0 wo0�a00QLd � YQ >mwU(nt- Zx3: :0zwm 0= : 20_IZW�m_:O_Z=) W 0:2> mO(!I ALL_ - mL,0PL�-1 00--� O UOD cn _j -1 0w zI­- w<xmwx0 O W U- Z Ld F= m�o�0�° Q 0_ Oi=z0z aU0000 WOmZ� >ZV) IL I- W F_ V) ozzWQJ_j o Qw oz� cs =yam QQUQQO ~ °(n cnz o- ��o'QQ Z O H [If O U Of )- >z_1- Ll mpILO (nOpmm W �nWN w> _>_ O w= m w O w I- :20 a1 -000Of CLARET COURT �`; TENTATIVE 8 s / \ � \\/ � � TRACT 7246 � sy 12 ® CARAMELLA CIRCLE �� 6 S s ��ll \\� ; \ \ �/ . 10 CELESTIAL COURT \ \ ,\ ss #1 \ 3 / I 05 HOLLYBROOK LANE i 4 \\f cop A / s ' 2s y 3 SS 2 30 y9 2 27 �S��qF� 31 26 SS #4 32 \ �\ CO #5 25 12 4 C 33 0 24 C� 34 ,F \ \� \\ 10 `s x\13 14 23/// 11 SS #5 22 9 y °� 15 S 21 s)- \\ \ 8 5 0- 1 fi / / T /\\\ S 18 / / \ TENTATIVE r- //� /X \\ ��� \s \\ ss #5 �\� �qNF 19 // / /QQ ---TRACT 7248, v �- c8#3 / r s \�_j .`LJERGROUNDSERVIC'E -w- \ ♦ \\ . / \� \ \ \ \ �/ / / T �/ I - SOUTHERN CALi =._��, DIAL TOLL FREE 180022' 26OC AT LEAST TWO DAYS BEFORE Y3j DIG /\ / ��.N, TENTATIVE / \ / //` ��\� s , s TRACT 7288 -7 245 y2 x,45 s -- / TENTATIVE -�- v �--TRACT 7288 �1 KEY MAP _N_ SCALE: 1' =200' C d2 - Em cn vF=F- 0 I ui 0 ° r U % w LL Z r W Ww° CW7 U-1 Q CD J - = z0 Ow W 2Qz ~zEw20 M (3) ii Zw0 a°z cnJ n ( U) O_ ? w O r w�Zm Z L wi0 = =LLI1 0 `a` N W IYd> >zZpp0§ > U Of .,- < < U) U) c � F"aZ2w�Z U 70 CO Cfl Qz- aS_Iv- z � §RO = U) a)- X O O mzp W Z� ;00-%g 0 i LL zoDa Wiz Wav wxw �^ VJ Z zscnrY °=¢wwww -w0 < 0� m a ~ =°ZLu N co W ° O ¢- z° J W N co w o ° -V Z O =0 ZZ pQ Ei00 U N {„L *' 1� zOwWwafOz< w Z W � a- a �—L> w OZu F_ r N r U=0ZzL)wQpLL m U Z LL w¢ w> U U° W� W O N canal �i GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO, THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1- 800 - 227 -2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. COB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 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. STAMP "S" ON CURB FACE FOR ALL SEWER LATERALS. 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 (C0_ N'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB 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, 10- 26 -89, THEREOF UNLESS OTHERWISE NOTED) 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 N RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® SW -4 MANHOLE, TYPE "A" �'j D -9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 Q' SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ® D -11 E DRAINAGE BASIN ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE "A -1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D -16 GUTTER DEPRESSIONS ❑ D -1 INTENSITY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ® D -18 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) p U !� LL W pa Up wOu� f , uj m V Z° W W Z °~ Z CD 0mwcnw W¢HO co m O LL z a Z co a¢zU�zmw�o rn LO w)=WZ ° >m`�Q � o 0U W Z E w��=�QUw�Q � ON 2i= O = Zw m 7- w �¢ CD W CO. > U Q a p o O w c= w z U �-2 Co pz U�zp� ° (A N X z mo LLMozmw 0 ;� Q c¢iiwofUUi ¢z°p °� LL c2� °Ocan�p�OCL r��/� w W �U�LI.iS W U) is W W Y>O -Z F- -: 0 �V p W¢ W (n W cn 0 < w m N �= pO2gzzw W ,�,xx _ 0 0 Q° o o a W Z N c) >- p¢ww0 i z F5 U 0W p �Q LL W oZ W a ° z=°° zz z U wU W Z¢ w ¢ow O Lzw Z U w OO m O N N Co Z p° r c- °=oUOap�� tn=�F -QU> W �� Q0p ZpTUtn W W'� �< Q O S >pJ ww LO°pww <0oL=� Lu LLu >7 W i m Na Fm u�- i L m o W ? z Q �<X 0D_ wwUOwZ¢cn >- C/) Q o 0 0 °0 wo tY w w O Z CD Z w � � w p U cn > of W Q I LL a 0 a 0 o o 7 W 3 U U O E/03 Z Q J Z � o N 75 0c) I� ry 3 a w w w LJJ U) Z 1 3: i W 0 I U) Ll a 1-- N i 0 ch w w N H i U) z ¢ U) z _J a 0 W rl > w N Q' o DATE i PA JOB No E SHEET V J J Q W D W O z O ry Q D Z Q U) 12/22/2014 13 -2750H 0 a E i 0 2 Ln N OF 5 SHEETS CONSTRUCTION NOTES I 0 INSTALL SEWER MANHOLE -0 x INSTALL SEWER CLEANOUT Ow INSTALL SEWER 1147.00' INSTALL STORM DRAIN OD INSTALL STORM DRAIN MANHOLE 0)(7) INSTALL TYPE "A" CATCH-BASIN ,6+ c)00 RIGHT-OF-WAY C56 Ui md) EX S— EXISTING SEWER —EX SD— EXISTING STORM DRAIN uJ r�- V) + EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION ss SANITARY SEWER STATION LLJ < M Ld (PRIVATE SD) 0 ll 0 ll ry 0— ll ll czx LLI 0 Coco x 0)m < 0) 00 00 Ef) V) 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. ji 5 110 JN 01.0 MOD boC'i p' + ) p0(n -U) < LLJ O :c < M La LLJ V) Ito 0 _j ow 0 z Lein mo) + mp uj 2 + Poo -(n A, -A '03o 77-- 16 LLJ + < c%j + Vi NOTE: NN M STORM DRAIN ALONG SHADY VALLEY PLACE AND PROPOSED PASEO ARE SHOWN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. IF NOT EXISTING AT TIME OF CONSTRUCTION, THEN THEY SHALL BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS. 110 < I 1zi t �) w Mf-- j U)_j Ld -0 x 0 OX - OU) Ow C)LLJ M: C)Zl 1147.00' Z < Z < 0( )' 125.41' m i 0c) 0c) 0)(7) ci 0�r, 6 ,6+ c)00 ,0+ vi O)CO C56 Ui md) +0 co(n ........................ +m 00cn CD M360.+ HORIZONTAL: 1 "=40' VERTICAL: 1"=4' PHASE 1 0 LLI V) LLJ U) 0 0- 0 Uj_ Lu + O En uj uj PHASE 1 CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C, 300.00' 127.26' 24*18'12" 64.60' C2 1147.00' 249.82' 12-99145" 125.41' PARK SQUARE DRIVE (SEE PARK SQUARE DRIVE SEWER—SD PLANS) it 5' :T-/ (D �l 0 Z co 6 -4- + NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF ADY VALL Y LA POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. AR T OURT 01.00% r* it t7 INSTALL 182.7'± L.F. PVC SEWER 0 INSTALL 63.5'± L.F. _jw 0 F- Z C)v OZ < LLJ 0 1� p _j 0 00 of C! LLJ 3: aa a)cr) 1.1 N + + m CDC) < C14 LLJ 0)0) r-co INSTALL 182.7'± L.F. PVC SEWER 0 INSTALL 63.5'± L.F. 11 CD 0 •J�(n F- Z -05Z clu-j Lj 11 F- 0 11 C-D U.J j W_ of trp= W LLI V) m lo w - x 0 0) 0 0 ->� z: < r_z 0 z z ui m WHT1600W�E-< (n 2 < < C14 LLJ 0)0) r-co w C14,6 3: U.J C-4 cli r"p, UJ + _:�: C404 6"+ pr) (n ++ uJ r�- V) + + �2 .............. . "CN "7-r m 2 v) co 06 Z a) c) ......... V) . . . . . . . . U) V) (n z cy) ui UJ cn 0 w Pmwozxu ZZR 11 CD 0 •J�(n F- Z -05Z clu-j Lj !29 F= . . . . . . . . . . . . . . . . . . In r,)c4 0) 00 Z < 00M u, +— -01 I-I .... 17(V) n 0 r-- WHT1600W�E-< (n 2 < Lu z 1­ 2 w -Wm5puo- > C) W Ix. 4\,,y,\\ - Z W relv) 0 -C) 5z m ow Lcin rr)r- of 0)0) C4 + Orr) N. +— no uj O X: Z < 0 ......360 ..................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w w ui cn w ,t u-, w ........... � m Q z 0 z a z 0 z wm: Czcnowujm:o C-0 U, ............... . 41� �6QVF_SEWER MANY .......... . ..... 3 356 0 r-- WHT1600W�E-< (n 2 < uj _F6 C*? < z 1­ 2 w -Wm5puo- > C) W Ix. 4\,,y,\\ - _(O -0 (b < Z 0 1— W' cn Z x 0 0 z , w 2 < - wo oz:W7 w, WR Lr-- < LL U) ----- - --- -- - ----------------------------- ------ ------ U) z L'uE>-wQfp 0 i>022mww(r Ir- 2 2 .............. . ............ ................... . .................................... . co 06 Z a) c) --------------------- z < P FE: U) w z 0 - 0 a- w 0 z ffi 2 t.� z cy) ui UJ cn 0 w Pmwozxu ZZR T, 04 6x:0wt=-<0w<0w C/) CO C-) r-' 'z C) ,__gmw3:�a_z z wZ@w>0,0wcw6wE 352 . mw Z-0 � 0 ................... . w >- Zo LL w� z< C� uy C) 0 a- CO :r w- P;J OW L>L1 _j 0 352 I <, w< 0 - Q� > < z 102f MW .................................... . L ..................... 3 z * M Lu 0 w 0 <w_J_,w0- a- wwodwz W>-Cn < ---------- - --- ........... j j I... ................... . ................................... . ........... ......... ........... I II It I N' 348* ..................... L . . • ABOVE .(346.66.) 348 . . . . . . . . . . . . . . . . . . . . . . .................... ....... 3 SEWER—STORM DRAIN PROFILE IF- 1—= of qm !�8 . . . . . . . . . . . . . . . . -4­4- Cp 0c) jm(3) - ++ 360 . . . . . . . . . . . . . ... mc" 356:...'...:... "...:. .................. 352- .............. L 100.0'± LF. SEWER 0 1.00% C14 qk H =:) F- mijIf z < 00 uj _j 0 , ******'**'* ..... isc) w 66 uj noc (n ui ++ cn Zn 4-0 Ile, ....... PVC SEWER 0 0.36% TRACT 7247 BOUNDARY - U- wow b �0 - ' 0 8 Lzr u, . w cwf) z g; z C) w w ui cn w ,t u-, w cy) m Q z 0 z a z 0 z wm: Czcnowujm:o C-0 U, 0-) LO (0 ux) m, -Z ti cn c6 L) U) m C) 0 2:;c'c 15 0 _;-Jm mzm __j 0 r-- WHT1600W�E-< (n 2 < uj _F6 C*? < z 1­ 2 w -Wm5puo- > C) W _(O -0 (b < Z 0 1— W' cn Z x 0 0 z , w 2 < - wo oz:W7 w, WR Lr-- < LL U) wo -Z 3z: cn Zn 4-0 Ile, ....... PVC SEWER 0 0.36% TRACT 7247 BOUNDARY CID HORIZONTAL: 1"=40' VERTICAL: 1"=4' F- :*k _j 4� LLJ F- w afa- Z p az a LAJ _j 0 NW m < L-1 i!�8 < 00 (0cD w ...... co 01 n .... 0:: ...... w c6 lm z Ncq . 6r,.: W < n") 0)�t LJ UJ V) ++ V) ................... Tzu) > NN :360 ........................... 360 cna m (n . w cn Q. ..... A . PPROXIMA IE DESIGN GRADE - ABOVE SEWER MAIN /% ll ... . .. ........ ....... A ...... '356 ------------------ --------- ..................... ...... ........... . 352 ..................... ....... 11' ............. . . . . . . . . . . . .SEE' NOTE' "A.. . . . . . . . . a 1. . . . . . . . . . . . . . . . 'ABOVE --- -- 348 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX.. 8" -],)t . . . . . . . . . . . . . . . . . . . . 348 A ro .................................. .. ............ ...... ....... 3r ................ * tx lk 344 ......................................................................... ............... 344 9+00 10+00 11+00 12+00 13+00 SEWER LINE PROFILE ^ OaLt bi < a LL w 6� w w Lu 0 _j zu Z, L > w w LL a U- < co 4. V) . r) L > LJ o LLJ Q ly /03 SAP ct J O Q � Q o N v ry uj 00.10 0 0 F_ c) < C/)< z Lu < < W 01 3: < W u) r I 011 < n. CN z 0 U) DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS - U- wow b �0 - ' 0 8 Lzr u, . w cwf) z g; z C) w w ui cn w ,t u-, w cy) m Q z 0 z a z 0 z wm: Czcnowujm:o C-0 U, 0-) LO (0 ux) m, -Z ti cn c6 L) U) m C) 0 2:;c'c 15 0 _;-Jm mzm __j 0 r-- WHT1600W�E-< (n 2 < uj _F6 C*? < z 1­ 2 w -Wm5puo- > C) W _(O -0 (b < Z 0 1— W' cn Z x 0 0 z , w 2 < - wo oz:W7 w, WR Lr-- < LL U) wo -Z 3z: a) 253:2WO2 U) z L'uE>-wQfp 0 i>022mww(r Ir- 2 2 - < w cn 04 C6 T < aw 0- mw z1- W CO w LL. 0 0§ < 3: co 06 Z a) c) 0 ;� ww w , 9 z > a,>-0zuj0w<L-00 z < P FE: U) w z 0 - 0 a- w 0 z ffi 2 t.� z cy) ui UJ cn 0 w Pmwozxu ZZR T, 04 6x:0wt=-<0w<0w C/) CO C-) r-' 'z C) ,__gmw3:�a_z z wZ@w>0,0wcw6wE C) 04 0 mw Z-0 � 0 w >- Zo LL w� z< C� uy C) 0 a- CO :r w- P;J OW L>L1 _j 0 , <, w< 0 - Q� > < z 102f MW 0 Q� F- WW W w < a LL- �! w L Z > >7w C/) 0 0 Z Z W W z * M Lu 0 w 0 <w_J_,w0- a- wwodwz W>-Cn < CID HORIZONTAL: 1"=40' VERTICAL: 1"=4' F- :*k _j 4� LLJ F- w afa- Z p az a LAJ _j 0 NW m < L-1 i!�8 < 00 (0cD w ...... co 01 n .... 0:: ...... w c6 lm z Ncq . 6r,.: W < n") 0)�t LJ UJ V) ++ V) ................... Tzu) > NN :360 ........................... 360 cna m (n . w cn Q. ..... A . PPROXIMA IE DESIGN GRADE - ABOVE SEWER MAIN /% ll ... . .. ........ ....... A ...... '356 ------------------ --------- ..................... ...... ........... . 352 ..................... ....... 11' ............. . . . . . . . . . . . .SEE' NOTE' "A.. . . . . . . . . a 1. . . . . . . . . . . . . . . . 'ABOVE --- -- 348 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX.. 8" -],)t . . . . . . . . . . . . . . . . . . . . 348 A ro .................................. .. ............ ...... ....... 3r ................ * tx lk 344 ......................................................................... ............... 344 9+00 10+00 11+00 12+00 13+00 SEWER LINE PROFILE ^ OaLt bi < a LL w 6� w w Lu 0 _j zu Z, L > w w LL a U- < co 4. V) . r) L > LJ o LLJ Q ly /03 SAP ct J O Q � Q o N v ry uj 00.10 0 0 F_ c) < C/)< z Lu < < W 01 3: < W u) r I 011 < n. CN z 0 U) DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS ..................... ...... ........... . 352 ..................... ....... 11' ............. . . . . . . . . . . . .SEE' NOTE' "A.. . . . . . . . . a 1. . . . . . . . . . . . . . . . 'ABOVE --- -- 348 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX.. 8" -],)t . . . . . . . . . . . . . . . . . . . . 348 A ro .................................. .. ............ ...... ....... 3r ................ * tx lk 344 ......................................................................... ............... 344 9+00 10+00 11+00 12+00 13+00 SEWER LINE PROFILE ^ OaLt bi < a LL w 6� w w Lu 0 _j zu Z, L > w w LL a U- < co 4. V) . r) L > LJ o LLJ Q ly /03 SAP ct J O Q � Q o N v ry uj 00.10 0 0 F_ c) < C/)< z Lu < < W 01 3: < W u) r I 011 < n. CN z 0 U) DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS co 4. V) . r) L > LJ o LLJ Q ly /03 SAP ct J O Q � Q o N v ry uj 00.10 0 0 F_ c) < C/)< z Lu < < W 01 3: < W u) r I 011 < n. CN z 0 U) DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS r I 011 < n. CN z 0 U) DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS DATE 12/22/2014 J PA JOB No. 13-2750H SHEET E E 0 Ln OF 5 SHEETS CONSTRUCTION NOTES RAQIUS LENGTH OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT 1 266.38' INSTALL SEWER = Q INSTALL STORM DRAIN v0 om OD INSTALL STORM DRAIN MANHOLE t INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY o°' O EXISTING SEWER EX S 0o EXISTING STORM DRAIN EX SD N EXISTING EDGE OF PAVEMENT w ° SD STORM DRAIN STATION SS SANITARY SEWER STATION 4D M 0 in Ljj O O II W., N N c0 J �z ° = 27 OV z W pr)O U O+ W Ln0 rn(.0 ,^^N _ ) IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. 10 +0 D0 0.00 � O to + O O co O V) U) 26 34 29 30 31 32 33 N N N N N ± r i + p �aNcp \\ \ \ -A N N \ = 1, O uz W OD W J 1 a \\ C cp DD f N -O -� W \ \ \ \\ Z oD oo _ 11 I — —f"_� 1 rn Oct C 13 o o N OD Lo \ \ \\ \ 60 30 16 5 U) cn 4' (TYP}�� + cn N cn + aD 16 \ \\ \ (0 01 LLJ 1� \ U O O IJ ^~ w�IX a OZ 20 w w oo 21 °� uJ z uJ Q :qh o w 25 22 MLo Q W)cq °� = 24 23 4+ o +N w S�W� + UJ N Lu N_N W tl) N� ±w INSTALL 135.1't I PVC SEWER ® 1 PHASE 2 ARAM LLA CIRCLE STALL 350.0'± L.F. PVC SEWER ® 0.357. HORIZONTAL: 1"=40' VERTICAL: 1"=4' CONSTRUCT 23.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN ® 1.01% 18" INV= 347.91 lii- SEWER IN CELESTIAL COURT SHALL BE PRIVATELY MAINTAINED BY HOA. CONTRACTOR SHALL VERIFY INSTALLATION OF 8" SEWER MAIN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS. LAJ 0 O O 1 21 NOTE "A ": DROP SEWER LATERAL INTO MANHOLE. 18" INV N -S -E= / 347.67 STORM DRAIN SECTION CURVE TABLE CURVE RAQIUS LENGTH DELTA TANGENT Cl ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. Q �;I_ � 1 266.38' �� OW = Q OX W �?O Z - v0 om m� X W ON OZZ ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. a� q Corn m o°' O ° 22 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. w 3 0o Z a ON N N ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER m 0 o w ° 5' cn o w m FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. rF= z tnN ^Z N I z L2 no IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. 10 +0 D0 0.00 � O to + O O co O V) U) 26 34 29 30 31 32 33 N N N N N ± r i + p �aNcp \\ \ \ -A N N \ = 1, O uz W OD W J 1 a \\ C cp DD f N -O -� W \ \ \ \\ Z oD oo _ 11 I — —f"_� 1 rn Oct C 13 o o N OD Lo \ \ \\ \ 60 30 16 5 U) cn 4' (TYP}�� + cn N cn + aD 16 \ \\ \ (0 01 LLJ 1� \ U O O IJ ^~ w�IX a OZ 20 w w oo 21 °� uJ z uJ Q :qh o w 25 22 MLo Q W)cq °� = 24 23 4+ o +N w S�W� + UJ N Lu N_N W tl) N� ±w INSTALL 135.1't I PVC SEWER ® 1 PHASE 2 ARAM LLA CIRCLE STALL 350.0'± L.F. PVC SEWER ® 0.357. HORIZONTAL: 1"=40' VERTICAL: 1"=4' CONSTRUCT 23.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN ® 1.01% 18" INV= 347.91 lii- SEWER IN CELESTIAL COURT SHALL BE PRIVATELY MAINTAINED BY HOA. CONTRACTOR SHALL VERIFY INSTALLATION OF 8" SEWER MAIN PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS. LAJ 0 O O 1 21 NOTE "A ": DROP SEWER LATERAL INTO MANHOLE. 18" INV N -S -E= / 347.67 STORM DRAIN SECTION CURVE TABLE CURVE RAQIUS LENGTH DELTA TANGENT Cl 1 1737.00' 528.63' 1 17'26'14" 1 266.38' CONSTRUCT 13.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN ® 1.02% 18" INV= 347.81 N N.T.S. PARK SQUARE DRIVE (SEE PARK SQUARE DRIVE II O ° II O X uj JN j J� O m z Z< 0*) LO 71­0�) OW = Q OX W �?O Z - v0 om m� X W ON OZZ O a� q Corn m o°' O ° 22 om w 3 0o Z a ON N O- chow O 23 �u O l N a + c; ;t w tnN ^Z N U O O m no (N LO N � M o ... .-Ln + QOM >Qt' Z- ��°fww=W °m O NOTE "A"\ i PRIVATE SEWER cl 1 10 +00.00 N4915 tt7 rn O N + 0 20 LO bo 0) O Z Z W SEWER —SD PLANS) w°wF mo2 W -i J O ,-- Z m z Z< 0*) LO 71­0�) H m Z N W m� X F] ii ON OZZ O U q Z X w OX Ow m ► L w J U W 0 z chow O 23 ° °W coo l N a + c; ;t Q � tnN ^Z N U O O � no (N o + � M o ... .-Ln J QOM >Qt' Z- ��°fww=W °m �� m L ? \ 00 (x% 3 (n i l ± °0 •- •............... ABOVE- SEWER -MAIN . . . . . . . . . . . . . . . . . . . . . . . . . r ......... J X w w N N vi LL. ` 354:...:.... .......... . . . . . . rn O 1 �' . . . . . . . . ...................................... . . . . --------- - - - - -- -r------------------------------------=-----=-- ............................. . . . . . . . . . . . . . . . . . . . . - - = . . . . . . . . . . - -- ... --- - -�T__ -� . . . . . . .............:3 . . . . 54 . . . . .................. 350 :...............: .......................... .......................... ...................................... ... I................................................................. ............................... ......... II ......... ............... ............... 350 . . . . . . . . . . . . . . . . . . L 6' . . r- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C1+ . . . I1 II i 4' (TYP) o, ABOVE �) I i io� s : . . 0 Q� • -: --- ---= - - - EX._8" :SEWER . . . . . . . . . . . . . . : 346 . U) .................................................................................. .............................�� ��. ..... ............ tK 342 :.................................................................................. . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................x...........342 . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 . . . . . . . . . . . . . . . . . . . . . 10 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 +00 13 +00 . . . . . . . . . . . . . . . . . . . . . . . . 14 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 +00 . . . . . . . . 16 +00 SEWER LINE PROFILE DO Luo) I N LO bo 0) O Z Z W oaUO w9 r 1 w°wF mo2 W -i J O I \ `� {1 M M a Q Z U Z O w z p 0*) LO wc2nFwZ� >m�Q rr^^ VJ O FLL - rOz -w,,6? af in ao o w�2�JO2�Zm z'ww�� 5' 1W7x 0�c=n�irLL�� W M F] ii N U ( I I Q zZ� c_¢)�zo�„°, z !� m °OwOZO�a ► 6 19 �a zz O� 1 0 i i ' L) O OV 1 W m chow �O °_ t� C) coo l N a + c; ;t 2-0 Z¢UQO W �� C) Cfl zo +0 3 O O � _N Q (N . Cn F ,- 2 -ZCQOo Z o ... .-Ln PHASE 1 U O Z Z W oaUO w9 r 1 w°wF mo2 W -i J O cnmwv�ww¢po ��►2- pF�LLZ -Z M M a Q Z U Z O w z p 0*) LO wc2nFwZ� >m�Q rr^^ VJ O FLL - rOz -w,,6? af O W Z w�2�JO2�Zm z'ww�� i' O N 1W7x 0�c=n�irLL�� W M zQ� ~z�°� > U Q a 0 0 0 w = w Z U -0 (0 zZ� c_¢)�zo�„°, to m X o } aiw�w W �Ujmzp i LL °OwOZO�a `�i (? N Cz7? W Jw8°wfn0_ Z cu W W U U o =zQO`°'��wzZO < w m N Q�SOZw�00m ww�z - °cn�J oOkQ §wWZOa W .: CO �( W N M `"'��// W O O ZO�tAJOz> Z L-• ~p0 0 07 CV Z p w W w w� O z Q Z ('M W W �zwlT0-0a O W O Z=) O Z Z O o 2-0 Z¢UQO W �� C) Cfl wzwcs 08w -Lm0 O O cnw� =zavzocn z I O 2 o' W a Q g6 J w w . Cn F ,- 2 -ZCQOo Z o ... .-Ln C) 2 U to W 2 0_' W QOM >Qt' Z- ��°fww=W °m w Q 0° Z> m Q D L ? APPROX /MA 7E DESIGN GRADE mWOWZJ 0 >ca �- W wvOwzci >-Cl) ��oaa�C)0wzd� HORIZONTAL: 1"=40' VERTICAL: 1"=4' CELESTIAL COURT I� O Z Z W I Q i W -i J O NOTE "A ": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF Z O w= W_ toM Q Z 11 U ,�30 00 U��M w '. 0 EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE Z F to q Oo �° w �J W �� w SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF . to 4+ l0N �.+ cc W ow a Mcp _ x ±± POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. N tz v0 O Om . . . . . . . . . . . . . . . .00 M + om ou) 360 :...:...:...: .• -:- 356 ............:...:: �INSTALL 85.0'± L.F. 6" PVC SEWER ®1.06 %� QkII O Z Z W O Z= 03 Q / C W -i J O O W O Z O w= W_ toM Q Z OZ bw ,�30 00 U��M . . . . . . . . . . . . n� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Oo F to q Oo oo Q DO W 4t[j ir W . . . to 4+ l0N �.+ cc W N 358 :... :...:...:... Mcp :...... ±± CL ±± ° : : : v) > W o . 358 1' � I, cn .... �r o' .....348 N II rl . .-N o ... .-Ln tn ��'�- APPROX /MA 7E DESIGN GRADE LO .. ................ .y�`'..................•••••• •- •............... ABOVE- SEWER -MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... ............... 354:...:.... .......... . . . . . . . . . . :...:. .......................... . . . . . . . . . . . . . . ...................................... . . . . --------- - - - - -- -r------------------------------------=-----=-- ............................. . . . . . . . . . . . . . . . . . . . . - - = . . . . . . . . . . - -- ... --- - -�T__ -� . . . . . . .............:3 . . . . 54 . . . . .................. 350 :...............: .......................... .......................... ...................................... ... I................................................................. ............................... ......... II ......... ............... ............... 350 . . . . . . . . . . . . . . . . . . L 6' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ SLB NOT5 "An . . . I1 II i i . ABOVE I i 3. . . . . . . : . 46 s : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • -: --- ---= - - - EX._8" :SEWER . . . . . . . . . . . . . . : 346 . - - - - - -. L �� .................................................................................. .............................�� ��. ..... ............ tK 342 :.................................................................................. . . . . . . . . . . . . . . . . . . ............................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................x...........342 . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 . . . . . . . . . . . . . . . . . . . . . 10 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 +00 13 +00 . . . . . . . . . . . . . . . . . . . . . . . . 14 +00 . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 +00 . . . . . . . . 16 +00 SEWER LINE PROFILE tz v0 O Om . . . . . . . . . . . . . . . .00 M + om ou) 360 :...:...:...: .• -:- 356 ............:...:: �INSTALL 85.0'± L.F. 6" PVC SEWER ®1.06 %� QkII X I� ^ O d W / C W -i J O O -J Ow Z OZ bw z Q 2O W ) O c) V) Z OZ F- W Ow O . Oo .Z :...:...:.... Oo oo Q rnrn w 0 J .0 cpcc Q 0+ r�2 .o . . . . . . . . . . . . . . t'I O ON w N ...........•••....... / LLJ Q .:..� V) W CL ±± ° . . . °: :360 U) U 348:... _�___ -___� - - = - - -a .. o ..........:.. 1' � I, cn _ ... ........... o' .....348 N II rl ----------- - - - - -- J LLI H N U- L W lW W = W a 0 W / C LL W a o w c� a �G\NEER * b/ DO V) a M w _> L) d °� U V o- d% a Z j J � 0. J a� � w p CN _j � ~ U 0 U w � Z U � Q � J 00 . ........ .6119.. :356 - ----- .-- - - - - -- al ......... ..... w w it O W 352....... ::. LO _ ui O c) V) Z OZ m Z Z Q W Ow O m Lu ° Z Z � S Q J .0 cpcc Q a . 0 o� Z. / W 0 t'I O ON F-J n ± �. / LLJ Q .:..� V) W CL ±± ° . . . °: :360 U) U 348:... _�___ -___� - - = - - -a :I - o EX 18 "' STORM DRAIN '1 �1 1' � I, cn mow. ... ........... o' .....348 N II rl 00 . ........ .6119.. :356 - ----- .-- - - - - -- al ......... ..... w U) w it O I 352....... ::. LO ....... :..;.: :352 N I ............ w ............... .. CONTRACTOR SHALL VERIFY ii s° INSTALLATION OF 8" SEWER MAIN i ' ' i �R� � . 18" INV W� •i f z PER PARCEL MAP 12100 Si_WER I i � 1� 6s. <G 347.65 I d I J AND STORM DRAIN PLANS. i i co L�� �- - - - ----- -� i 0- 348:... _�___ -___� - - = - - -a :I - EX 18 "' STORM DRAIN '1 �1 1' � I, -- . >` EXISTING SEWER MAIN I 1 - ... ........... ,.......... ---- _-------- .....348 N II rl U) z O LO w ------------------ -- ii Ey SEE NOTE "A ". 18" INV W= 0'1 c> D /� ABOVE (347.59 ' ' o ATE 12/22/2014 h�. 52 F 18" •iNV .N -S,E= Q" .INV. N -S= i- �JK �� 347:67 SEE •NOTE "A" (3.46.59) PA JOB No. 13 -2750H ABOVE INSTALL 18.3'± }8" L.F. . SHEET 344: . . . . . ... . . • . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . .344 L 3 RCP 0 0.11% • • • • a E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 10 +00 11+00 12 +00 0 SEWER —STORM DRAIN PROFILE OF 5 SHEETS CONSTRUCTION NOTES OS INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT RADIUS INSTALL SEWER -- - -- INSTALL STORM DRAIN OD INSTALL STORM DRAIN MANHOLE c°n INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY EX S EXISTING SEWER EX SD EXISTING STORM DRAIN . . . . . . . - . . . . . . . 18-" INV -S-E=; _ . . 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 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. a Q N 11 12 13 � 14 15 16 17 v L, l� Q0 Lo O + W `° Q _ `� o ° �, c cn + ± N N f + Q r 4 (TYP) N �\ � w W (/ t �n o O �� 10 +00.00 - - - - -- — j_ - -_--- 0- O �' 11 `� ° ao ''� C1 12 13 13 +50.35 _ 1- _ O �— - - - - - -- T < — - - O W --- - - - - -- W \ 35�. � ± N N W + + + vii U V) � U 0_ Z F- II I U oo --�- u " zz 1 � z', � 4 C-4 C5 9 0�io 8 toC)� 5 O� z 7 6 ^ o OO)IW N Q �CV °Z + V) O + Ln cy) W! n CO W .+ ON w �� �� �v)I� STALL 102.3'± L.F. PVC SEWER ® 1.00% PHASE 2 II�Z Jmi W OU' a0 0 o 18 °0 �06--t + +� 3Lo U) Lo + -p- S54'03'1 6 "E 1 5 HOLLY ROOK LANE Ia�Ni►y�'il�:ZcZ�� (n 0 0 U! II F-m Z CCU Z 3 w OU a- 00 O �� w ��i j in � tJi 3 N � O N N Ln 0 J J LL U ozw 0 N O N N 0 Ln LL. li cr M O 0 U z — CONSTRUCT 13.7± L.F. 18" 18" INV= CL-3 RCP w /RGJ 347.18 STORM DRAIN ® 0.36% CURVE TABLE F,-! �� ° I� F- X w pa V 0 w0cn Z ° Z o La CURVE RADIUS LENGTH DELTA TANGENT o OZ' Z w ° a F'z O Z �z a X OW:- c°n 5, w W °w° = z � w a p 5't I~ 350.35' -F 175.61' N O N N 0 Ln LL. li cr M O 0 U z — CONSTRUCT 13.7± L.F. 18" 18" INV= CL-3 RCP w /RGJ 347.18 STORM DRAIN ® 0.36% CURVE TABLE F,-! �� ° I� F- X w pa V 0 w0cn Z ° Z o La CURVE RADIUS LENGTH DELTA TANGENT o OZ' Z w ° a F'z O Z �z a X OW:- Z !0' w W °w° = z � w a p C1 2037.00' 350.35' 9'51'16" 175.61' r+0 w � ' Q u 1� . . . . . . . - . . . . . . . 18-" INV -S-E=; _ . . c/1. jroI N . FOpr=LL Oa- o tram VWi 358 : cc r 0 ................ ................ ol __7 ................................................. N : C2 1252.00' 77.69' 3'33'20" 38.86' . . . . . . . . . . . . . . . . . . . . W = Q z Z EWE ° �cnmwz °�FN¢ +.Q it II -------- • - - r FO��OZ�C/)cnC> Z W W �UOQOL7d J 2 Z m Or- w = W F- �QZU2?) LL +� W 20 ==wcnUQx p +CO u- Z' +� u- . . . . . . . co . . . . . . . �7 > O. Z U_ K Z p Lu > Q z wa a Z r- cn 6z z 0 7 X 0 0 n 0 0' 0 0- W w } L-, WT M � pwQZw��wF -�O Q Z w Q m W Z- W' 'F-_j w L Z -- EX_ 8" _SEWER - 2¢ . . . . . . . Z90§<3: Q- P-< x U p O� : w _aU¢mE -cnZpd 18" INV= 18" INV= z °zf =ow °Q¢ OZa 347.21 347.21 ~>0U ww°zzui U Q z w 18' INV N —S —E= CONSTRUCT 26.3± L.F. 18 „ LL mZ0 n 2 � wQOwwUw�°wtLLi 347.16 CL -3 RCP w /RGJ 8” SWR INV= �W� =zaww0o STORM DRAIN @ 0.19% p��r0cL��w= 344.96 _j STORM DRAIN SECTION 'w J �' w d X of N.T.S. Ja J ow Z \ N �N Q OW Z \ \ M� _ \ \� 19 `°� Cl vv v v z (on Q +� w \ \\ \\ \\ \ - / L N co N rn U �NI ON 2o Ld t(7 00 J .�.o = co z 00- i) � + p �V) N +26.04 W \ T \ / Z N � c 4' (TYP) W w LLJ Z tr w 00 1 L0 o Z Q s1" Q N� w + 4-0 73. QP PPS o P� + r-,U) W NOTE "A ": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. INSTALL 298.2'± L.F. 354 ..................1 APPROXIMA TE DESIGN GRADE �� ; [4 60 t/E SEWER AND STORM DRAIN -- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- ----------- - - - - -- -------- :------ ---- ------ .------- - - - - -- - -. ---- _-----=----- - - - - -- - - - -= . �� HORIZONTAL: 1"=40' VERTICAL: 1"=4' F,-! �� I- F- I� F- X w w, uJ J Jaw J OZ OS O o OZ' Z w ° a F'z O Z �z a X OW:- Z !0' ��) _ OW == U . . . . . . . . . . . cc) . . . . . . . . . . . . . . . . . . O D! . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r�� m . . . . . . . . . . 00 00 r+0 w � ' Q u 1� . . . . . . . - . . . . . . . 18-" INV -S-E=; _ . . c/1. jroI N . Lo Lo tram VWi 358 : cc r 0 ................ ................ ol __7 ................................................. N : .--•....... .............................�- :�N : �° . . . . . . . . . . . . . . . . . . �i . . . . . . . . . . . . . . . .i. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 ..................1 APPROXIMA TE DESIGN GRADE �� ; [4 60 t/E SEWER AND STORM DRAIN -- - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- ----------- - - - - -- -------- :------ ---- ------ .------- - - - - -- - -. ---- _-----=----- - - - - -- - - - -= . �� HORIZONTAL: 1"=40' VERTICAL: 1"=4' W J O _ z Q �. N: ..........358 . . . . . . . . . . . . . . . . .\ .. . . . . . . . . . . . . . . . . � ..:...: 354 - ----- - - - - -- ........ .................: 350 ................. I .................. X X w z w Jaw o wa o �� w (n �F VJ O X OW:- Z _ X �W.- Z _ OW == � �W,i z (fl w r+0 w � ' Q u 1� . . . . . . . - . . . . . . . 18-" INV -S-E=; _ . . • . . . . . . . . . . . . . � --=--- -_ - - -� I. t I . . I• It II• . II. . X. 1�" STORM. DRAIN Ii IL . 0 �0I p .4-0) m N1'+ Q +.Q it II -------- • - - r �� � Or- +� w +CO w +� +.- . . . . . . . co . . . . . . . �7 > O. to ��/1 > Q cn o r- cn � -- EX_ 8" _SEWER - :NL . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . * *. IF CLEARANCE BETWEEN SEWER LATERAL- AND 4.. . . . . ii L' cp-.. . W J O _ z Q �. N: ..........358 . . . . . . . . . . . . . . . . .\ .. . . . . . . . . . . . . . . . . � ..:...: 354 - ----- - - - - -- ........ .................: 350 ................. I .................. ................... ............................... ...... ............................... .......................... ,I,. III . � I . . ...... i1t :350 I SEE NOTE "A" t ABOVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . 18-" INV -S-E=; _ . . • . . . . . . . . . . . . . � --=--- -_ - - -� I. t I . . I• It II• . II. . X. 1�" STORM. DRAIN Ii IL . 347.16 I it II -------- • - - r 346 :...:...:...:...:...: I } 1' MIN** i 8' NV = E —0. --i 18" INV N -S -W= i i 34 6 �, . . . . . . . . . . . . ya . . �,, . (347.06) (346.99) i. i. -- EX_ 8" _SEWER - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `. . . . . . . .`S6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J . . . . . . . . . . . . . . . . . . . . . . . . * *. IF CLEARANCE BETWEEN SEWER LATERAL- AND 4.. . . . . ii L' cp-.. . ro� 40�Ah STORM DRAIN IS LESS THAN 1' {6" MIN), THEN r ���' SEE NOTE "A � L ............:...................................................................................... CONSTRUCT PIPE SADDLE PER 0 FOR 1- SEWER - LATERAL, LOT 19) DWG .'D-9. � O + ABOVE , ...- v:�..... 342 (TYPICAL ............................... ............ a�...... :`.....342 INSTALL 94.1'± 18" L.F CL -3 RCP.w /RGJ . . . . . . . . . . . . . . . . . . . . . . . . . . . .STORM DRAIN 0 0.11% . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 SEWER —STORM DRAIN PROFILE Q-, O= U O a o=- Cn i s Q w W J ° U` cnW x�ZQQ °p <z LL x >C�Oci�H Qo o� °mow =wom W¢ 0 z w a u m w 0° Z? p¢ m Q WJ- W O_ >F W W° O W Z QJ)>- (n U Z o co M rn Lo c� W z =o CV w M Q > (m LL 0 06 U ) (� LL U) ? Q m N w (D Z mo C16 C7 � N Z W w _ I` N (.0 C) 0 O `V L w H LU LL w Q 0 N d LL L w = W z � W W :E w LLJ O Q w a D n 00 d0 ccn r� j w � _> U W V O c% d U I v, Z n� Z W - r**mm Z Q Q J � N 2 0 O O ry `U 1 m v J /'� < 1..1..1 Q Z j Q I- O i 1 N W CV N s 3 W 0 cf) 11 I ae N i r� N r, 0 I w w r, N i cn z cn ¢ z J O a cn W N DATE 12/22/2014 PA JOB No. 13 -2750H SHEET E 2 0- E s 0 Ln r` OF 5 SHEETS