The URL can be used to link to this page

Home My WebLink About1.2-7288 Ph 1 - 5 (2)REVIEWED BY: S- Z S--ZPI -7 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 51 Z511 DATE 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: 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: LOTS 38-42 OF TRACT 7245 AS PER MAP RECORDED MAY 24, 2016 IN BOOK 61 OF MAPS AT PAGE 131 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING 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. I'L f! I I I J I LLN 1 �.J --�.: sroCKDALE r _6223 '1- "1-7"-� TR -6001 "C" m �� w (� HfGH I� I SCHOOL WHITE LANE i I LOT 1 PM No. Z1 LLA No. 11861 12-0351 of rail I a LOT 1 � r \ LLA No. �- 4 Q J �-- I I \� ��AY i�i� \�♦ Y [�St (n 4 TR -6116 iol REMAINDER OF DRIVE r a U-) PARCEL "A" n z TR -5135 i I OF P.M.W. 08-1182 0< I D VTPM 11838 Qf PROJECT LOT 4 SITE LLA No. (TR -5186 I I� I Iw 12-0133 I I 1 Ia I Iz WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE Q U �dUO LU wpw� maY uui wZLa ci�mwmwWa�d a Q Z O Z O Z mu=izw 'o�j>COU3 OZ-�~V L) 0 W S� J — Q' T� fnJ�."�[O iwf zcnw-a WTOw`*ujwuQ to C� F tT V7 � x LL EY FT- I -U 0a0tp 0 Q CZ F w aLu 0Qm 00 z��XTW20mzo 3: _j 50 3 cif a W>OO- Zmwwa Z�o¢T0 F"z ntZmoa§ont--A 7288 PHASES 1-5 BAKERSFIELD, CAL NOT AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXIST114G 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. MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN QS SS#12 SEWER MANHOLE W/NUMBER 0 CO#12 CHECK AND INSPECTION FEE CALCULATIONS. OD SD#12 STORM DRAIN MANHOLE W/NUMBER NOT TO BE USED FOR BIDDING PURPOSES. STORM DRAIN JUNCTION BOX W/NUMBER CB#12 SEWER PUBLIC PRIVATE 8" SEWER MAIN 1,811 LF 2,435 LF 6" SEWER MAIN 225 LF 400 LF 4" SEWER (LATERALS) 2,297 EA 1,806 EA SEWER MANHOLES 8 EA 14 EA SEWER CLEANOUTS 2 EA 4 EA ADJUST MANHOLES TO FINISH GRADE 8 EA 14 EA ADJUST CLEANOUTS TO FINISH GRADE 2 EA 4 EA TIE-IN(S) 2 EA 1 EA STORM DRAIN 18" R.C.P. STORM DRAIN 737 LF 588 LF 30" R.C.P. STORM DRAIN 177 LF 0 LF 36" R.C.P. STORM DRAIN 35 LF 1,391 LF TYPE "A" CATCH BASINS 6 EA 3 EA STORM DRAIN MANHOLE 4 EA 0 EA ADJUST MANHOLE TO FINISH GRADE 4 EA 0 EA JUNCTION BOX 2 EA 7 EA ADJUST JUNCTION BOX TO FINISH GRADE 2 EA 7 EA TIE--IN(S) 1 EA 1 EA LEGEND XC) SHEET INDEX NUMBER QS SS#12 SEWER MANHOLE W/NUMBER 0 CO#12 SEWER CLEANOUT W/NUMBER OD SD#12 STORM DRAIN MANHOLE W/NUMBER JB#12 STORM DRAIN JUNCTION BOX W/NUMBER CB#12 CATCH BASIN W/NUMBER PROPOSED SEWER MAIN PROPOSED STORM DRAIN S EXISTING SEWER MAIN SD EXISTING STORM DRAIN TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE f = APPROXIMATE LENGTHS, CONTRACTOR SHALL V=RIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN O�:ZOp'tn"OZ> Z owow<F-•00 C625 d- O a Z g F w> 0 m ow wozzzwaou- rz W Z W w U w 0 o w a v>>a0w65m0 ww5jzavza" 0t4itgw2 JpwV J tnwT�Ze(40, OSUVJwS U=w 5�wz wpWwmwOm0oCw IFORNIA Z;�! pmv)Uc��Zzww. ¢wp�wwZj-Ojm wwv'ow2'm PP�arZ-0��¢ tY Lj W W LLd Z Qm0C3 o Z cr ----wjQZWZQpW p Q w V O J U LU }- Q z � >_ U -j = LLI a: LuW~W<<Lu Z W O ZI_m� Q- v)za C Z L'joV'QOOQw wzzQ> L,J mO U CLYtwoV)t- ZO OZ 00 xgofaW=(rzm Lj Q W O >~ O W cn Owu W 0w cro Qm w� O r- z 0 n J til Y J < ::) Z n � W V J j�mZ000,tt _LOWOU�L?�i- op¢w'�<Q� PRIVATE STREETS NOTE W Z L_ L m LLJ < L- u < < O "cn z0,- o oa <I-! xx0V]Zw0 CD 1 L,_t UCa0V)b Z �da-0Q—C)xU) W W MU5LLJ-"��-> s>_OWT�gx10W I_mool__000cr- \\ FUTURE ' I COMMUNITY I FUTURE �� CENTER PARK SITE \� TENTATIVE o J)�v SHEET No.INDEX f � TRACT 7247CD TITLE SHEET,I ( i,-- 40 M STANDARD NOTES & DETAILS /�� // \�; �� / ,� ,� i �.; i ,�� i) 1 K SQUARE DRIVE PAR �i'- �� a BRENTMOOR CIRCLE / 2 13 O FORSYTH COURT 10 10 12 4 �\�N•�� sp / �, / TENTATIVE O RAINDROP LANE ��/ - 11 ,� �.� ��h� TRACT 7248 I CJ LAVERETT WAY �� / 15 8 ` GREENDALE COURT 9 g o\�� ' qy�i ® EDENDALE COURT 17 16 16 8 7 17 _-Z LANDSCAPE LOT ,s # h'q 10 SS 5 15 12 7 ~ s 14 6 �q �` 13 / ) � CLOVERFIELD CIRCLE �� 'g 4 ss 3! s � � 14 d z o c Lid C7 (B Z ul (tS M 0 od r" rU) < w m w 06 z CDo c3r.-z� W w C -NJ Q0 ~ a n o 0 L 1\ \ W �j a Ni Lu J_ cr_ L11 be f' 0 uj z f w u Lu w co w �� W w a 1--- o ej CL Lu r) U z 00. < OV4� CN L... w Z> w 0 13 19 jr 5 •a , / � ) I n 10 LANDSCAPE LOT „A" ) % 19 S#12 A20 5 4 u ,5 ®,� ;" ,-� -_- LANDSCAPE LOT B 20 S. �� 10 �qZ (SEWER LINE EASEMENT) �� 2, 22 �sr\�9 sF A 22 23 SS#4 ��#� f;. sD#s 11NOERGRWIND SERVICE ALERT OF SW -HERR CALIFORNIA, DIAL TOL_ FREE 1.800-227-M AT LEAST TWO DAYS BEFORE 'IOU DIG r 8 $ B d 26_ _- 323 24 7 24 T iJB#2 CAMP-US u �w z 25 SS#76 25 SDg rB#$ 5 SS #22 /r 2 7 26 � 5 ;6 CB#,6J SD#4- s -�. SD 5 CB#3 3 27 SD#1 4 27 JB#1 _ q �D 5 6 1 7 G^ m �+�P 2B CB 3 / CB �� ROP SS2t i o ui UJ I r L 1 29 CB 2 2 1 �' SD#8 z I 30 \ s 24 31ssi � I 32 c} 23 I ( 33 34 CO 2 m SD#3 SD#2 I I 35 / 22 JB#4 0 I I pU9 < I I �/C j J8#5 21 I I � 1 I NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE I I EASEMENT AND LANDSCAPE LOTS "A" AND "B" WILL BE BUILT I I PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS I ( (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN I I FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). I I I I I I I I 1 i i I I I I i KEY MAP _N_ SCALE: 1'=200' C8#4 SD# s 6- SS#2� 8 V N - - \ ' 22 s ' '33#190 JB 3. _ s �, - - - I 21 7 t7 16 15 9in -- --- ~: Q Q�00 20 18 / S#9 3 c SS#15 14 10 i S #10 \ SS#18 4 SS# t 1l 5 19 13 11 w 12 w 20 Fc 6 SS#17 7 o0 19 CC# G . �SS#� I a c i N CD#4 Se#16 JB#8 SUMP ,s '� 9 % B#7 v, `g to Q 17 z 16 1 , 10 SS#13 �� co SS#1 G w 15 JB#6 tt 14 �, DATE 412112017 13 / PA JOB No. 2754" / CB#9 — t2 SHEET 0 a E i _ z C.O.B. RECORDS No. OF 10 33HEETS 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 15 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 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 ON THE CURB FACE AND AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360', IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VICEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSC 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 "CHA,N 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. 12. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 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 PRCVISIONS 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 BACKCHARGEC 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) U a LL Den cJO wo CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION r 1 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" H 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 ❑ SW -8 INDUSTRIAL SAND TRAP x 4= D-13 CHAIN LINK GATES ❑ SW -1C 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 d i>o�o�rF- �zOz (10/22/13) �.o�w�Wo L U a LL Den cJO wo z00 r 1 z� -Z wow_¢ W W cnE w `.J z e - Z� w Q �m�-O��,ZaZM � 0c) zVi= zxw�pl� 100% Lt' �a Wrnro>mcco �Offi2z3r�z�viai� vJ � t0 � r H w;vOiz32m L■ e Z p r- C9f--Aw_22H� 4 W awrrnC��ow t) r aaoO�uziv¢v�riap apa=r�=aZLu cc F'_ z LLL 'gmW x 4= aawZLu w�a (J0 J �N. lai. c0-zoo°Wiw (f) Z WZZL2 Q W - � w cu c`, so�Q�oZ�°° agww o f �oIr oma M z N Q a o zOw-wu~amOd w � Z lJ.t c- V3 t'" paz��Q>p�a .f r CG V`0u tzpaOw LL Km-3:azZ�V /cr ' L.L. � f- µ{ 7 U p O p.�cn a tUto O f"� 0 f\l r fl;r6��zdWWQLn Z!18MrR y Ta_ cca =4aot ti'= Lu C7� SjU � d i>o�o�rF- �zOz �.o�w�Wo L L. z?cn0°ar=n o� rn c�cnp`n-aw m Q �i 2Uj Li U > d F=-I=-[Qlxounwa'Qg I s I I F_ I a N w � LL O w Lu tL `J m \i w w .. '11 L ,.� LU w IL C 1 x I a a o 'I cn ro 00 N r O 0 LLj LLJ 111 11 c coN F r z Q L Q Q_ 00 6 DATE i PA JOB No. E SHEET 4/21/2017 il 2 7 50H 0 L E p � C.O.S. R_r:e_c,Q,vw, ACS. OF 10 SHEETS z00 00 o CN � 0c) 100% V) Q H o 'I cn ro 00 N r O 0 LLj LLJ 111 11 c coN F r z Q L Q Q_ 00 6 DATE i PA JOB No. E SHEET 4/21/2017 il 2 7 50H 0 L E p � C.O.S. R_r:e_c,Q,vw, ACS. OF 10 SHEETS CONSTRUCTION NOTE o INSTALL SEWER MANHOLE OC INSTALL SEWER CLEANOUT N INSTALL SEWER r`I INSTALL STORM DRAIN I#z DO INSTALL STORM DRAIN MANHOLE z0 INSTALL TYPE "A" CATCH -BASIN RIGHT-OF-WAY a -- - --- = - EXISTING SEWER - . -- EXISTING STORM DRAIN - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. FORSYTH COURT (SEE SHEET 5) 1 1 I:'_' I I it_!] I I 5' S/W 34 35 PHASE 3 PHASE 1 22 co� a� D It W o Q ' I o ; cv z FCONSTRUCT 10.71 L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% 345.46 1.94 A STORM DRAIN SECTION n.+ N.T.S. BRENTMOOR CIRCLE (SEE SHEET 4) '30' 30' 1,2'. S/W I + cWn tWn _ i 1 ¢ < �� I j \@ G 10+00.00 12 530'32' 3"W `nom I SSW 1 12+38.23_ t 345.48 u')00 23 ► 24 w� z �T--- CURVE TABLE -_ N M n LCURVE RADIUS j LENGTH � DELTA ' T4NGENT j Cl 55.00' 88.31' 91'59'53 56.95' -. r`I I 1 I#z � • o w m ►_ z0 i� 10.71 L.F. 18" R& 06 a STORM DRAIN 0 0.20% 0 o go0 �... 9 X Lo a0a� Q 0 ti n00 Q 00 4 �~ Q � -wr� O cd ++N om+ g of � �rn 'n M c4 v OW 10 0 Vl r -V) vi _- 3 F"( w I SSW 1 12+38.23_ t 345.48 u')00 w� z �T--- CURVE TABLE -_ M n LCURVE RADIUS j LENGTH � DELTA ' T4NGENT j Cl 55.00' 88.31' 91'59'53 56.95' -. r`I I 1 I I i' l� � • I SSW 1 12+38.23_ t 345.48 \ 18" INV= _ 345.65 63 X30" INV N -S= 340.91 STORbd DRAIN SECTION r. N.T.s. PRIVATE RESIDENTIAL LANE CF' Ln I CAMPUS PARK DRIVE (SEE PM 12100 SEWER -STORM DRAIN PLANS) LJ L d I (1 I // i Olz \ \ 14 1 5+55.40N = � +03.33 115 /� 15+58.36 (S)= t ' \ T / NOTE: REMOVE EXISTING OUTLET STRUCTURE AND CONSTRUCT NEW STORM DRAIN MANHOLE PER CITY STD'S. IN PLACE. r^ U x z .-. C6 LLJ p.• O U O CDC) x J W U CJ m u- h 0, z 0 r .+. n 9 - F- 9- N y� C -4a r- ? 25 PHASES 1, 39 4 & 5 (PUBLIC STREET) PARK SQUARE DRIVE I X05 41J v 1 1t 4 cr. (n o x Z_ - �x t f gill i 1 0 26 SM o 11� i o 00 :r v;z III 00 G0'z �?� a i i o.+ l � +� II ,.tQ vo _cnq r r t , it 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. I ISI 0 . v °' z �_ w w� � a� :Do a� �� x � � Wiz= gaz o"' oma°° o°° ori CawLn s rnOQ �jOQ :r;QQO w�o¢a I= 05 �,n co 00 6, �.- U V r- �cq 6 �� Q '',- z `fd pCiJ OD M n � �i t` U� z + M + m -� a � vi rn vi m mm vii cQn � Q U)1 X 43 356................... ..... ............. .. 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . . . . . . . . . . . . . . . . . 352: : : ��/�' : : : APPRUXiMATE DES/GN GRADE :�� : : 1'� : :�� : : : : : :-=--��. : : : : :352 ��. �,. A80i�'E STORM' DRAIN spti� �a ---- �_� ---- ----------- _1-----. ------ ----------- - �' __ __---------- -- ----- -----•----------=---� --�_ � ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i.i . . . . . . . . . . . . . . . . . . . 348:...........:...:.. :. ...........I ................:...:....... ...:..... ........:. :...................:. :..............ii :...:...:...:...:348 18" INV E=i :i .... ... .............................345.46.. ................. 18" INV.E--W= 18" {NV S= 18' INV W= •345.63 • SEE NOTE "A". ABOVE • i .i 344' 344 18,' INV N -SW= 341.84 344.93. �.� T.T T.� .i . . . . . . . . . . . . . . . 34.2.45 (Af . . . . . . . . . . . . . . . . . . . . . C EX. 30" SD PER q.� 18" INV E -W= (341.64) 18" INV N -S= PM 1210Q PLANS . i Vi : . . . . . . . . . . . L_ - - - - -342.37 18" INV N -S= — — -- —• — . — .341,94 ------i 36"' INV E= 30' INV N= 30" INV N -S= ' f--- - 30' INV N= 340 : . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . ; . . , . . . . 340.91 . . . . . . . . . . . . j '(34 041) . . . : (341.14) 340 40.84 34b. $4. INSTALL 34.7'48"CONTRACTOR SHALL REMOVE EXISTING OUTLET : . . . . . . . .CL-3:RCP w/RGJ . : . . . . . . . . . .INSTALL 206.9'. 18..' . . . . . . . . . . . . . .' - " ." : . . . .INSTALL 11.4.D'. 30'.' STRUCTURE AND CONSTRUCT NEW STORM: DRAIN INSTALL 51.7 18 HVSTALL 62.7 30 RANHOLE. PER c►TY' sTo's. .STORM DRAIN 0 0.23% CL -3 RCP w/RGJ STORM DRAIN ® 0:21% CL -3 RCP w RGJ CL -3 RCP w/R J C1_-3 RCP w/RGJ STORM DRAIN @ 0.11% 336: . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . , . . . : : STORM DRAIN STORM DRAIN .@'0.19% .® 0.11% . ............................................336 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=4' u')00 w� z �T--- CURVE TABLE -_ M n LCURVE RADIUS j LENGTH � DELTA ' T4NGENT j Cl 55.00' 88.31' 91'59'53 56.95' -. co 1 J c LL_ L_ ,o o w m ;� u� z0 i� 10.71 L.F. 18" �CONSTRUCT CL-3 RGP w/RGJ � STORM DRAIN 0 0.20% \ 18" INV= _ 345.65 63 X30" INV N -S= 340.91 STORbd DRAIN SECTION r. N.T.s. PRIVATE RESIDENTIAL LANE CF' Ln I CAMPUS PARK DRIVE (SEE PM 12100 SEWER -STORM DRAIN PLANS) LJ L d I (1 I // i Olz \ \ 14 1 5+55.40N = � +03.33 115 /� 15+58.36 (S)= t ' \ T / NOTE: REMOVE EXISTING OUTLET STRUCTURE AND CONSTRUCT NEW STORM DRAIN MANHOLE PER CITY STD'S. IN PLACE. r^ U x z .-. C6 LLJ p.• O U O CDC) x J W U CJ m u- h 0, z 0 r .+. n 9 - F- 9- N y� C -4a r- ? 25 PHASES 1, 39 4 & 5 (PUBLIC STREET) PARK SQUARE DRIVE I X05 41J v 1 1t 4 cr. (n o x Z_ - �x t f gill i 1 0 26 SM o 11� i o 00 :r v;z III 00 G0'z �?� a i i o.+ l � +� II ,.tQ vo _cnq r r t , it 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. I ISI 0 . v °' z �_ w w� � a� :Do a� �� x � � Wiz= gaz o"' oma°° o°° ori CawLn s rnOQ �jOQ :r;QQO w�o¢a I= 05 �,n co 00 6, �.- U V r- �cq 6 �� Q '',- z `fd pCiJ OD M n � �i t` U� z + M + m -� a � vi rn vi m mm vii cQn � Q U)1 X 43 356................... ..... ............. .. 356 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . . . . . . . . . . . . . . . . . 352: : : ��/�' : : : APPRUXiMATE DES/GN GRADE :�� : : 1'� : :�� : : : : : :-=--��. : : : : :352 ��. �,. A80i�'E STORM' DRAIN spti� �a ---- �_� ---- ----------- _1-----. ------ ----------- - �' __ __---------- -- ----- -----•----------=---� --�_ � ----- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i.i . . . . . . . . . . . . . . . . . . . 348:...........:...:.. :. ...........I ................:...:....... ...:..... ........:. :...................:. :..............ii :...:...:...:...:348 18" INV E=i :i .... ... .............................345.46.. ................. 18" INV.E--W= 18" {NV S= 18' INV W= •345.63 • SEE NOTE "A". ABOVE • i .i 344' 344 18,' INV N -SW= 341.84 344.93. �.� T.T T.� .i . . . . . . . . . . . . . . . 34.2.45 (Af . . . . . . . . . . . . . . . . . . . . . C EX. 30" SD PER q.� 18" INV E -W= (341.64) 18" INV N -S= PM 1210Q PLANS . i Vi : . . . . . . . . . . . L_ - - - - -342.37 18" INV N -S= — — -- —• — . — .341,94 ------i 36"' INV E= 30' INV N= 30" INV N -S= ' f--- - 30' INV N= 340 : . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . ; . . , . . . . 340.91 . . . . . . . . . . . . j '(34 041) . . . : (341.14) 340 40.84 34b. $4. INSTALL 34.7'48"CONTRACTOR SHALL REMOVE EXISTING OUTLET : . . . . . . . .CL-3:RCP w/RGJ . : . . . . . . . . . .INSTALL 206.9'. 18..' . . . . . . . . . . . . . .' - " ." : . . . .INSTALL 11.4.D'. 30'.' STRUCTURE AND CONSTRUCT NEW STORM: DRAIN INSTALL 51.7 18 HVSTALL 62.7 30 RANHOLE. PER c►TY' sTo's. .STORM DRAIN 0 0.23% CL -3 RCP w/RGJ STORM DRAIN ® 0:21% CL -3 RCP w RGJ CL -3 RCP w/R J C1_-3 RCP w/RGJ STORM DRAIN @ 0.11% 336: . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . , . . . : : STORM DRAIN STORM DRAIN .@'0.19% .® 0.11% . ............................................336 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 STORM DRAIN PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=4' z Q CL i 0 I LJcn N F- 0 w cn 00 00 N i1 cn z Q 00 00 N n DATE---- I�il LL LL LL 2620, W ti �, z v 0, w w z `w'-' i5 }- LL a J: o? m>- z o wSQZ'=�w WO° Xrn�wz�>�mQ z �T--- CURVE TABLE -_ M °' two t� LCURVE RADIUS j LENGTH � DELTA ' T4NGENT j Cl 55.00' 88.31' 91'59'53 56.95' -. Fm- ox 56 -,62 1 (� E � 4 ;� u� � i� O ti N ems{ 0E11T..t�AL�4Q--.[Y� � Lld tp M z�wrzo0LL �aogo uIWO �... 9 C? co a0a� Q ti rIx-=Z zz��LL�pz� Lij O ; m 'd ul w' ' � , , z p LL 06 ti 0 co W>- jm 'm U)« w a W Cq w F-to9 < w m N u5 oz w zo 06 Lig z - Ep (D co Z�owo�`w'Q�oo Lu ¢w��Wx�pc3a w I� U} N zQ W w{iJ LY CMZ¢ LLJ L tu�,-1 QwOZSC>0zZ0 F--- a 0 r V-: N 1Uwt- w < o Z m� ff z z z W O >aQtW.)zp0 0 Y- wLLf zz< CL ¢v>��0 z�wCTjwz¢¢QQ dao=>o��N� wOrzwwxwom W �J= QrQ W OLL�y>m!¢::, f/) O}w�C70�--W WQ� =moo C/CL LLI =x >_ 3 ;�'wzz L rE oat--U0'x< z Q CL i 0 I LJcn N F- 0 w cn 00 00 N i1 cn z Q 00 00 N n DATE---- z �\ ►ii 4 ------------- `\ LSW.. ti ; LL 0 LL j `l z Z LLw 3: Lu W w L a 0 a z Q CL i 0 I LJcn N F- 0 w cn 00 00 N i1 cn z Q 00 00 N n DATE---- z 0 ------------- 4/21/2017 i PA JOB No. 13-2750H SHEET 0 E s - N REcop-ps J0, OF 1C SHEETS CONSTRUC110N NOTES `w OO INSTALL SEWER MANHOLE OC INSTALL SEWER CLEANOUT Ln INSTALL SEWER L� N Lli LL o INSTALL STORM DRAIN ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. OO INSTALL STORM DRAIN MANHOLE a �i INSTALL TYPE "A" CATCH -BASIN - - -- RIGHT-OF-WAY - - - _ EXISTING SEWER - --._ - EXISTING STORM DRAIN -- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. N o `w rO o 0 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. M m Ln L� N Lli LL o ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. co 5 a �i ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER L) o w z o r- -` 0 w u z FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. LU i w IN CUL-DE-SACS ANQ KNUCKLES, DISTANCES FROM LOT LINES TO SEWER a n a J LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. 0 CONSTRUCT 13.7± L.=. 18" CL -3 RCP w/RGJ » SEWER LATERALS ARE TO HAVE A STAMPED S' IN THE CURB FACE ABOVE _` 0 STORM DRAIN (c>? 0.36%ALL 11 ff EACH LATERAL. 18" INV= 345.20 345. CONSTRUCT 23.8± L.F. 18"-j18" IN CL -3 RCP w/RGJ 345.15 STORM DRAIN ® 0.21% A STORM DRA S TION ra, N.T.S. PARK SQU ARE DRIVE (SEE SHEET 3) 1 0 3 25 CURVE TABLE i CURVE RADIUS LENGTH i DELTA TANGENT r C1 ^_ `w C2 500.00' iI _94.72' t 10'51'15" 47.50' �_C3 500.00' 71.09' 08'08'46" 35.60' _ju' L� N Lli LL cc w� W o m 0 ILLI u > 4k-JUZ LU i w a n a J 0 _` 0 U I d toz Z u>Z �o g .--Xo < u� z i z Q ('7 �m viz z ov 0 J �� w CN Cocr_ tin ocl rn^� �plm Mp v .1J 3 +0000 +'T_}}�.11 M _ } 3 _ 0000 �� o cd V) N �! V 12 11 2 13 10 9 8 6 5 4 3 Q � o w k co V Ln N c1l U) co + + �t W �� .�l W cv vii 4' TYR cn N N ,+ + cn o 0) Ll•-il `\' V) (ncn (3)�' %I 7 � F, �i j �� -+ "' - 11 cLo w' S51'i7'S9"E N N _ o ' ----- - - --- - N 57'27'44"E _-- �- - Z �� y1 Q _ S51 -17'59-E - - `° - { _ - 16 _` * S57'.'_7'a4 E 17 (,- Imo, a - Q - � 12+91.37 ay - - - 5 - 1 -_ 5 T 15 8 4 J c,y co _ -.- -- - ----- 1 4 0 --- o - -- - - --- - - C1 - - - - - -- --- -- 29' 5 x� V +I __ - J� Ln i O O (n 4* TYP cor + � + 0iO p � 0 r)1 Vl .M- - CT � to co UI (n vii -F- c J V) 15 27 PARK SQU ARE DRIVE (SEE SHEET 3) 1 0 3 25 CURVE TABLE i CURVE RADIUS LENGTH i DELTA TANGENT r C1 ^_ _ 2669.00' 287.07' 06'09'45" 143.6_7' C2 500.00' iI _94.72' t 10'51'15" 47.50' �_C3 500.00' 71.09' 08'08'46" 35.60' 5/w S/`N ;w a I N 0 XPRIVATE SIRRi E ---- 18+72.18 19 C2 19+x6.96 - i -- - +-X548'36'22"c.0 -- S52'14'43"E - I � O � � N 4 N' 11 l9' w U O 12 LL LL 0 4 U O w o w CD www Wmz k=Q'� �� f �Z z� 41 =o zLL p "-00?� 0 ozw§dRzo"-a LL �j4Z} W �wOYOV�UQZU 0�00_ -w=w 00 00" ars-zoz��zo�w no~a3sn""=m �ww�gQ p�aw�,waPoo ozo� =�,z1J�zwao� u ~ � 'S FQ en co 2 r_Q-uiZZir UQ�>Ucwj�Qwg LL a�oLu TuT uJ000 r QJfn=Jww� O rnx Q»�0r_ C?tn W Sr' Z_pz()tnwy�'w'w ?j QZ��>O ow cwpa"XW6m wQQ�nnQ�m > w pco U) - Qw� W W U? p>� U o r - o r 5' 5' j R S/W I Z o U) a) (:> C? W Z E W ffiO rn ._.. > J 0 0cf)0 06 +- Z � co f\.! W m od �� Z M Llj w NCO .'7 0 CL .mow L 26 S1 t 24 16 17 18 19 23 24 25 u7 N P ARK SQU ARE DRIVE ERETT WAY z 20 21 J vi 22 z LAV (SEE SHEET 3) �m Zj (SEE SHEET i } IM) a- apz �z,''� ! O_j �U � �; � �J z co x cn x © 8 m .1m Cpm cn Q N^ � + �+ Lo o �� u mN�U r + +o + z + 4z PHASES 1 &L'L L6 04 00 ©'� < co (PUBLIC & PRIVATE STREET) 0 N -- HORIZONTAL: 1"=40' 0 VERTICAL: 'I"=4'R NTM i O 0 01 INSTALL 233.5' INSTALL 217.0' INSTALL 251.3' INSTALL 100.0' c 8" PVC SEWER 0 0.35% 8" PVC SEWER @ 0.35% _ 8" PVC SEWER C 0.35% M 6" PVC SEWER @ 1.00% irn pt, u =3 _j =01 _j 0 I �� VIS v 0 -bC) Owd o7 l!)Z u7Z = •- _ �7Z Z t11Z Z Z �Z �z m m i 1�O Q Q U d Q � V 6 .u7iOU O iii 04 1� F` d N O��F r,r- Cc MI�� OI� a m N� �o U + 00I i� t +0co 100 � 00 cD ��,i.11 r- UQi r-11� � "00 O P1 O � + � �N d } N +I� h00 3 + 0+0+ OCD +00 + r 0� c (( cncn En W O 356.......................................................................................................... ,............ ................ ....................................................... ................................... ...........356 ............................................................ ........... ........... :........I............ : :....... : ..................: . ............ ........................ ......:....... - - -- - : : : ��o'y : : : : : fir, APFROXIMA TE• DESIGN GRADE : . �� : co - - ti' �� '� Bb ME SEWER AND STORM DRAIN o �\ y�00 ------- 352 : ---... _-...-=-.----:-�_ -__, �---------------------�--=- .. ___-� • ..........................................: .. ........:.. ...................... ......:.--___--__ : 352 ...:...: ..:...:...:...:...:.... ��, �� L"' -__ _�------------------- --.----------- ------------�----=- fhb' �6x --•--- -.- ^� o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Uj Uj co 348. ............................................................................................................................................. .................................................... Go 348 Go . r. I .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q U) Lij 11 UJ W Z 344: CL _ : : a8" INV .W= o �,, 344.98 : . . :... : 344 0 N � 18" • INV N -S -E= U � � � � : 3.45.15 " DATE � 42'Il2'��7' i1 ``, b1 0 0 .W. _ _ : _ \a�� : �F� �` . �� iE°" *1N.V .S; . PA .icJB No. 13-2750H C� X41.84 : : : : : : - 340 .'<L. .3�a�\ . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340.S4V N 36" Z1V E_ . . . . . 36" iN'v S -1N= �.,1 N'v. N=. .340 E SHEET E INSTALL 75.7 1$ .40.84 INSTALL 205.8 36 4o.E? : ( 340.63 > CL -3 RCP w RGJ CL -3• RCP w/RGJ STORM DRA°N @ '0.10% --- -_- _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .STORM • DRAIN @-0.2-1% . : : : : : : : .. . . . .. . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0019+00 20+00 N SEWER -STORM DRAIN PROFILE C.a.l'- alzcor-os 40. of 10 SHEETS L i L� N Lli LL cc w� W o m 0 ILLI u > i LU i w a n a J 26 S1 t 24 16 17 18 19 23 24 25 u7 N P ARK SQU ARE DRIVE ERETT WAY z 20 21 J vi 22 z LAV (SEE SHEET 3) �m Zj (SEE SHEET i } IM) a- apz �z,''� ! O_j �U � �; � �J z co x cn x © 8 m .1m Cpm cn Q N^ � + �+ Lo o �� u mN�U r + +o + z + 4z PHASES 1 &L'L L6 04 00 ©'� < co (PUBLIC & PRIVATE STREET) 0 N -- HORIZONTAL: 1"=40' 0 VERTICAL: 'I"=4'R NTM i O 0 01 INSTALL 233.5' INSTALL 217.0' INSTALL 251.3' INSTALL 100.0' c 8" PVC SEWER 0 0.35% 8" PVC SEWER @ 0.35% _ 8" PVC SEWER C 0.35% M 6" PVC SEWER @ 1.00% irn pt, u =3 _j =01 _j 0 I �� VIS v 0 -bC) Owd o7 l!)Z u7Z = •- _ �7Z Z t11Z Z Z �Z �z m m i 1�O Q Q U d Q � V 6 .u7iOU O iii 04 1� F` d N O��F r,r- Cc MI�� OI� a m N� �o U + 00I i� t +0co 100 � 00 cD ��,i.11 r- UQi r-11� � "00 O P1 O � + � �N d } N +I� h00 3 + 0+0+ OCD +00 + r 0� c (( cncn En W O 356.......................................................................................................... ,............ ................ ....................................................... ................................... ...........356 ............................................................ ........... ........... :........I............ : :....... : ..................: . ............ ........................ ......:....... - - -- - : : : ��o'y : : : : : fir, APFROXIMA TE• DESIGN GRADE : . �� : co - - ti' �� '� Bb ME SEWER AND STORM DRAIN o �\ y�00 ------- 352 : ---... _-...-=-.----:-�_ -__, �---------------------�--=- .. ___-� • ..........................................: .. ........:.. ...................... ......:.--___--__ : 352 ...:...: ..:...:...:...:...:.... ��, �� L"' -__ _�------------------- --.----------- ------------�----=- fhb' �6x --•--- -.- ^� o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Uj Uj co 348. ............................................................................................................................................. .................................................... Go 348 Go . r. I .�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Q U) Lij 11 UJ W Z 344: CL _ : : a8" INV .W= o �,, 344.98 : . . :... : 344 0 N � 18" • INV N -S -E= U � � � � : 3.45.15 " DATE � 42'Il2'��7' i1 ``, b1 0 0 .W. _ _ : _ \a�� : �F� �` . �� iE°" *1N.V .S; . PA .icJB No. 13-2750H C� X41.84 : : : : : : - 340 .'<L. .3�a�\ . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340.S4V N 36" Z1V E_ . . . . . 36" iN'v S -1N= �.,1 N'v. N=. .340 E SHEET E INSTALL 75.7 1$ .40.84 INSTALL 205.8 36 4o.E? : ( 340.63 > CL -3 RCP w RGJ CL -3• RCP w/RGJ STORM DRA°N @ '0.10% --- -_- _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .STORM • DRAIN @-0.2-1% . : : : : : : : .. . . . .. . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0019+00 20+00 N SEWER -STORM DRAIN PROFILE C.a.l'- alzcor-os 40. of 10 SHEETS CONSTRIIrTInPI ntn-rrc OS INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT OSI INSTALL SEWER �tiZ i Qlc*n- o INSTALL STORM DRAIN ----_= DO INSTALL STORM DRAIN MANHOLE ci INSTALL TYPE "A" CATCH -BASIN -' - RIGHT-OF-WAY I U NO!Q - _ EXISTING SEWER -- - EXISTING STORM DRAIN - - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION m w 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. CONSTRUCT 13.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% 18" INV= 345.26. N TABLE--_ .- L_C2 55.00_ I 88.31' 91'59'53" 6.95' O� -� OSI J o Z �tiZ i Qlc*n- o U- m 5' ri "' 5' 5' ofa m zo ozo ci aaooQ��c� ff � EL' Zo V d to IAF Q 1 3 CONSTRUCT 25.61 L.F. 18" INV E= 8" SWR INV= CL -3 RCP w/RGJ 3.00 343.94 STORM DRAIN @ C.20% CONSTRUCT PIPE SADDLE PER CITY STD'S. i'A'*\ STORM DRAIN SECTION Z+ N.T.S. CURVE TABLE--_ CURVE RADIUS LENGTH DELTA I _ TANGENT _ _ GEN T r C1 2964.00' 235.70' 04'33'22° 117.91' L_C2 55.00_ I 88.31' 91'59'53" 6.95' rn� d 00 m m 356..,...... 352........:..I INSTALL 221.6' 8" PVC SEWER @ 0.35% W ��6X........................................ (PUBLIC STREET) FORSY H COURT INSTALL 349.3' 8 PVC SEWER @ 0.35% INSTALL 251.7' 8" PVC SEWER @ 0.35% J 0P111-1 O � owi ln `-10 O� U toCO +r - EDr- CO + ��0 vii INSTALL 125.0' 6" PVC SEWER @ 1.00% k��>s . • APPROXIMATE D %*V GRADE . . . . . . . . . . . . . . . . . . . . . . . . . :I ABOI/E & R AMD Sr6kM DRAIW T j --------------------------------------� - / . . , . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . : y, �� : : : : : : cl ls� HORIZONTAL: 1"=40' VERTICAL: 1"=4' .....356 w -------------- -------------- _ m • - ---- ° ---- - stiy, . . . . . . . . . . . . . . . . . 352 ,--------------- -= --- ------- s-----------------------�--- �---- ------- - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 CD. : : : : : : : : ...:...:...:...:...:... :...:...: W ! 348 l8:' l�V N. 6'• INV E- 345.T9 j . . . . . . . . . . . . . . . 18. [r 3 • . . . . . . . . . . . . 8" INV W= 344: .Lr...:. :...:...:...:...:................... ...............:...:...:. : i 344.37 344• --�--- .. : ...:...... 344 JJ. ............... ...... . : : .. G 1$" IN.V•E= 340 .............. �� ..... , .................... �, �� \ : . . . : . . . ; . . . : . . . : . . 3A3.00 : . . . : . . . ; . . . : . . . : . . . . . . 1'8' INV W -N = . C . . . . . . . . . . . — J �3�. A� !y\ . . . . . . . . . . . . . . �9 342.45 :...:...:...:..��\.. :...:...:...:...:...:...:...:...:...:...:...:...;.....;......:..._................. ........:�..:...:...: 340 INSTALL 268.7' 18 10-100 +OO I - : CL -3 RC1:' w/RGJ STORM DRAIN: @ 0.20% ............................... ...................... +00 13+00 14+00 15+00 16+00 17+00 . . ... . -- SEWERSTORM DRAIN PROFILE 18+00 19+00 20+00 F'y co�F- � :D pa�jo u- 0 tn W 0 m0< C J O O� -� OSI J o Z �tiZ i Qlc*n- o of -4- ww Ja= z m ar -o z tzIa u'o ZI-UF.-m bOLLp- �'3,+�zz�ow� m aaooQ��c� ff � EL' Zo V d to +w I U NO!Q to c C7-�omO o Fpm W '-rte +NI W m+ uj of m+ Wu_� zzmO� r -� m Ow Z0°8 w aiau'- O (�I z z zow wp�ozQ >zm6 �M LuW k��>s . • APPROXIMATE D %*V GRADE . . . . . . . . . . . . . . . . . . . . . . . . . :I ABOI/E & R AMD Sr6kM DRAIW T j --------------------------------------� - / . . , . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . . . . : y, �� : : : : : : cl ls� HORIZONTAL: 1"=40' VERTICAL: 1"=4' .....356 w -------------- -------------- _ m • - ---- ° ---- - stiy, . . . . . . . . . . . . . . . . . 352 ,--------------- -= --- ------- s-----------------------�--- �---- ------- - � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348 CD. : : : : : : : : ...:...:...:...:...:... :...:...: W ! 348 l8:' l�V N. 6'• INV E- 345.T9 j . . . . . . . . . . . . . . . 18. [r 3 • . . . . . . . . . . . . 8" INV W= 344: .Lr...:. :...:...:...:...:................... ...............:...:...:. : i 344.37 344• --�--- .. : ...:...... 344 JJ. ............... ...... . : : .. G 1$" IN.V•E= 340 .............. �� ..... , .................... �, �� \ : . . . : . . . ; . . . : . . . : . . 3A3.00 : . . . : . . . ; . . . : . . . : . . . . . . 1'8' INV W -N = . C . . . . . . . . . . . — J �3�. A� !y\ . . . . . . . . . . . . . . �9 342.45 :...:...:...:..��\.. :...:...:...:...:...:...:...:...:...:...:...:...;.....;......:..._................. ........:�..:...:...: 340 INSTALL 268.7' 18 10-100 +OO I - : CL -3 RC1:' w/RGJ STORM DRAIN: @ 0.20% ............................... ...................... +00 13+00 14+00 15+00 16+00 17+00 . . ... . -- SEWERSTORM DRAIN PROFILE 18+00 19+00 20+00 \ 00 pa�jo u- 0 tn W 0 m0< QrVON ww`nw [wnzk� i �m WgN Qf•-Lu o�-U�r it a. __._ O Z %I=W�o` moo oc > I+- C� m L0 (f, 4 f--O�� O ww Ja= z m ar z E a-- Q P`•• w0 LL C'? ZI-UF.-m bOLLp- �'3,+�zz�ow� cu U t' aaooQ��c� ff � EL' Zo V °•~QEF-hz�Q oz0 LU to a m " Y W OD O zzoaLLzo¢z �pEL rC,i V) L Li r+1 ay C7-�omO o Z UJ Er9z 0� ,azo0,R,Uc m Wu_� zzmO� Nca Mc`J OZ5 WDOo0 o> z ©? C�zWQWw-=�a _z Ow Z0°8 w aiau'- O (�I z z zow wp�ozQ >zm6 �M LuW Qa- zm U Z W U- Ur=-zw-QU`s w 1 Cy CL; Cts m Z C a o JQQ��o Viu ttD�2ZQw1a(n ��11 ,- a�O C,- Lu W W O LL ?ovcnwTaop 0 lUw Lu ¢a3Qo±>o �d rn owo�Ww=WW w�--izgCQ O lui >Q WLLZ>�m QLn �_ I W OM WF-c�jzZ2w Q��t- Lu,,) b� m W W i = z 2 0 W Z p 0< \ 00 QrVON f l i CN O I O U) Q w O� Q� tY LL W C a i z"} 2 ..J \ ,\ 0 lUw rn lui �_ I W �i F- W W i 0< ; a Q00 w > J t,.. G� W al J d � � O c� oda S� 1S�C38 Z 00 QrVON z o CN O O U) Q w O� Q� w WL L j .� FN N 0 W U) I U) 00 00 G I Lu co OD co N r-- cn z Q OD co N DATE 4/21,2017 PA JOB No. 13 -2750I -I v SHEET 50 OF 10 SHEETS z O U) w tY DATE 4/21,2017 PA JOB No. 13 -2750I -I v SHEET 50 OF 10 SHEETS CONSTRUCTION NOTES « - M TANGENT © INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT _ INSTALL SEWER t - INSTALL STORM DRAIN - DO INSTALL STORM DRAIN MANHOLE 55.00' 75,52' 78'40'06" INSTALL TYPE "A" CATCH -BASIN 5' 5' RIGHT-OF-WAY C2 - - -- E EXISTING SEWER -- _ EXISTING STORM DRAIN - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 25 d� oz �o N N �oi +Lo ++ rncri [n N (s�� STT sy�Er q Y 356. . 352 : 344:... oz �c PHASES 1 & 2 (PRIVATE STREET) RAINDROP LANE rn z Q Cr_y W cn tuENDALE COURT (SEE SHEET 8) INSTALL 63.1' ` INSTALL 327.0' 8" PVC SEWER @ 0.25% INSTALL 233.5' 8" PVC SEWER Q 0.25% 8" PVC SEWER I - -- 00.35% 340............ • CL '3 RCP •w/RGJ r- STORM DRAIN0 0.20%' 10+00 11+00 INSTALL CONCRETE PIPE SADDLE. PER C.O.B. STD. DWG. D-9 STORM RAIN SECTIOU � N.T.S. HORIZONTAL: 1"=40' VERTICAL: 1"=4' ...356 352 ...348 ...344 ............. ........340 ............................................................................................ 12+00 13+00 14+00 15+00 16+00 SEWER --STORM DRAIN PROFILE 7 (0 rn « - M TANGENT CURVE TABLE •- - 264.09' M 163._97' _ 116.91' 1 t Q0.iror=-�aSw� _ CURVE_ RADIUS ! LENGTH DELTA ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED.M zz��aZ�j°��ooC ,i M Ci 55.00' 75,52' 78'40'06" ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. m � a. 5' 5' a m C2 1771.00' 524.31' 16'57'45" z�o w R< E� o O a o 4O2 ffimtX6z* o C3__ i 55.00' I 92.15' 96'00'02" ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. L �rx-zw�a O W Lu LL Ui Lu '�",, 0 CaO W ��F"^UCaZC3U pr� Q�OW�U.aoTLOU d L>U� - C41776.00' 327_02' 10'33'00" ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER rr - W O d W= LL O TL C5 1776.00' 233.47' 07'31'56" FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. aWuj o>m W W 0olujz �> UU�Ir« _ ` tz-�oa� ti CortsTRucT 13.71 L.F. 1s" IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER CL -3 RCP w/RGJ LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. STORM DRAIN @ 0.29% ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL 1s" INv- 18" INV- 344.8618" INV N -S= 344.86 344.82 t i CONSTRUCT 19.7± L.F. 18" 18" INV W= 8, SWR INV= CL -3 RCP w/RGJ 342.11 S_ -ORM DRAIN ® 0.20% d� oz �o N N �oi +Lo ++ rncri [n N (s�� STT sy�Er q Y 356. . 352 : 344:... oz �c PHASES 1 & 2 (PRIVATE STREET) RAINDROP LANE rn z Q Cr_y W cn tuENDALE COURT (SEE SHEET 8) INSTALL 63.1' ` INSTALL 327.0' 8" PVC SEWER @ 0.25% INSTALL 233.5' 8" PVC SEWER Q 0.25% 8" PVC SEWER I - -- 00.35% 340............ • CL '3 RCP •w/RGJ r- STORM DRAIN0 0.20%' 10+00 11+00 INSTALL CONCRETE PIPE SADDLE. PER C.O.B. STD. DWG. D-9 STORM RAIN SECTIOU � N.T.S. HORIZONTAL: 1"=40' VERTICAL: 1"=4' ...356 352 ...348 ...344 ............. ........340 ............................................................................................ 12+00 13+00 14+00 15+00 16+00 SEWER --STORM DRAIN PROFILE 7 O U ty U - a E 2 2 W o w z 8 a. � c � w- uj r p TANGENT 45.07' i wi<zF"pwm�o �LL�,hW..'6z J 264.09' 61.08' 163._97' W;r= z7-1 LL :o~ Awoum �C<' W sn�� Sa 8o 116.91' 1 t Q0.iror=-�aSw� W awp_'S0¢}U zz��aZ�j°��ooC �XL wW>->Cjv�2tn� a~�ozw��om �oaW,p„ooLu> uj al LLI II z�o w R< E� o O a o 4O2 ffimtX6z* LIJ LU Z 9EzzElxawozz�wo 8020' �gW L �rx-zw�a O W Lu LL Ui Lu '�",, 0 CaO W ��F"^UCaZC3U pr� Q�OW�U.aoTLOU d L>U� W Z?OSU-W �¢��i_I 9 < o� i o o - W O d W= LL O TL �¢0 z?aim¢c��n aWuj o>m W W 0olujz �> UU�Ir« tz-�oa� ti d .- z o co a LLI z o rti Q 5 -;5 r) U rO V J cnx Ww m z 2 q z m W Lu n T - CV � F_� tLa O/ tV LL. r Q� F¢ ar ` �\ d i } viL i w LLI O O cl d amU P� y s/03a 4k f .n Go co N 0 V) w w Ln 00 00 N t\ i - h Z Q d 00 co N n Z O � 1 t ui �XL uj al LLI II o LIJ LU Z I L L WILL w LL d cla W Q� F¢ ar ` �\ d i } viL i w LLI O O cl d amU P� y s/03a 4k f .n Go co N 0 V) w w Ln 00 00 N t\ i - h Z Q d 00 co N n a Z O t a Z O �XL i EDAE X4!21/2017 OB No. 13-2750H 0 SHEET 0 c.o.p,.lzecor-ps SIO. OF 10 :SHEETS _QONSTRQQ]]0N NOTES DELTA ' TANGENT -----�- 90'00'00" 55.00' Si INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT `rS INSTALL SEWER _= INSTALL STORM DRAIN OO INSTALL STORM DRAIN MANHOLE t1) Z= INSTALL TYPE "A" CATCH -BASIN - - -- RIGHT-OF-WAY - EXISTING SEWER -- - - EXISTING STORM DRAIN --- --` - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION 22 J DELTA ' TANGENT -----�- 90'00'00" 55.00' C2 55.00' _75.52' 1 C3 300.00' I, 102.67' t _}U� .1 0 F -UN UJI Q' � `rS __.I O -- 9X op O _ % 7r o W �PE� t1) Z= Z 00 Z in O CJ7 = wz,,� cr ogwzymw 04 cj BREN J �o� �o OO O Q�pj � 21 c1 U 00 — D CA + rn l CO i O aagslg'AO (SEE SHEET 4 �N r" 25 MM S . . . . . . . . . : . . . . . : : : . . . . 24 I 5• E r - . � (n 5' W W V O W y>- co zz!R=o wzo I ...... ..... ......... 348 ...:...:..`x\...:........ 30' 8., -INV N- 30'" I ...... ....... 13+00 12' 18' 18' 12 ' 345.50 ' v o S /W 1/W I CLOVERFIELD CIRCLE - Zr w= (SEE SHEET 9) S� `6'1z< 0d m 344....... +lx +(ni� U ~ U p c' J O cnm O cn "Z zZ U O U ° <C �co CD oq Z OO f}_ +n �� 000 +moiw Q,�i o mi 0 En 0 � 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. %I■ 3 2 � �'a`,1 5 14 1 S/ E OP �p,N m R ��QR QSVE �N + ±Q � v PUBLICLY MAINTAINED STORM DRAIN -v�T-� PRIVATELY MAINTAINED STORM DRAIN 'T! PHASE 1 HORIZONTAL: 1"=40' VERTICAL: 1"=4' (PRIVATE STREET) LAV R TT WAY INSTALL 359.0' VC SEWER 0 0.35` 1' • 0z �{j O �rn N CV ch o" + + N 7 26 1 1 CURVE TABLE _ CURVE RADIUS LEN GTH + - C1 55.00' T 85.39' i DELTA ' TANGENT -----�- 90'00'00" 55.00' C2 55.00' _75.52' 1 C3 300.00' I, 102.67' t _}U� .1 0 F -UN UJI Q' O W __.I O k O /'�'APRm '4 '1I£ DESIGN GRACIE . . op O O p cnO o W �PE� t1) Z= Z ONO Z in O CJ7 = wz,,� cr ogwzymw 04 cj BREN J Q �o OO O Q�pj � C) O bO U 00 ooR cr�� LOP, CA + rn aN CO U Z 0�� 0- it Z Z LouO Mm " O aagslg'AO (SEE SHEET 4 �N r" 25 MM S . . . . . . . . . : . . . . . : : : . . . . 24 I r N r - . � (n ..: ...................:...:...:...:......! W W V O W y>- co zz!R=o wzo I ...... ..... ......... 348 ...:...:..`x\...:........ 340 8., -INV N- 10+00 I ...... ....... 13+00 SEWER LINE PROFILE ' 345.50 ' i � I o I + 8... INV S= 344....... 344.24 8" INV E_ U) .°.345-,60 ................ :............. ..... .................. 344.14 :...:...: 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18" INV S -1N 18" INV• E SW - 340.. 18".INV. N=. .. 4 .341.89• 340 _ �3C INV t�-S_ . . . . . . . . . . . . . . . . . . . . . . 36" INY �-w.- • 340.45 -INSTALL 221.4'' 36" 340.63 I � 340.63 INSTALL 76.1' 18"• oa> n�o �. nLo �• CL -3 RCP w/RGJ - — . . . . . . . 11 +0 0ORM — 3 Q — W .14+00• . SEWER—STORM DRAIN o Go N '12+03.22 12+97.57 N" �. \ \ `n4' TYP -! + ul W %I■ 3 2 � �'a`,1 5 14 1 S/ E OP �p,N m R ��QR QSVE �N + ±Q � v PUBLICLY MAINTAINED STORM DRAIN -v�T-� PRIVATELY MAINTAINED STORM DRAIN 'T! PHASE 1 HORIZONTAL: 1"=40' VERTICAL: 1"=4' (PRIVATE STREET) LAV R TT WAY INSTALL 359.0' VC SEWER 0 0.35` 1' • 0z �{j O �rn N CV ch o" + + N 7 26 1 1 CURVE TABLE _ CURVE RADIUS LEN GTH + - C1 55.00' T 85.39' i DELTA ' TANGENT -----�- 90'00'00" 55.00' C2 55.00' _75.52' 1 C3 300.00' I, 102.67' t 78'40'06" 45.07' 19'36'34„ - 51.84 PHASE 2 (PRIVATE STREET) INSTALL 100.0' INSTALL 165.1' 6" PVC SEWER @ 1.50% 8" PVC SEWER @ 0.35% 356:...:.. I Q U U :nk�- .1 0 [� UJI Q' O W __.I O k O /'�'APRm '4 '1I£ DESIGN GRACIE . . op O O p cnO o W �PE� t1) Z= Z Z z Z in ) o �3 cn o wz,,� cr ogwzymw 04 cj g J Q Int 7 01^ OO O Q�pj � C) O bO U 00 .i co To, CA + rn Nj CO U Z 0�� 0- it Z Z LouO Mm " O aagslg'AO 0 !3� . .... . . . . . . . . . . . . . . . . . : . . . . . : : : . . . . . . . . . . : : .--sem . V N 348....... ..: ...................:...:...:...:......! W W V O W y>- co zz!R=o wzo ..........°:...... 356:...:.. do zcL :.:...:...:...:...:...:...:...:...:.......j................... U zQ%z Qw¢ =Qf=p .1 0 ....... ...._ ......... 356 C/) C9 fy~11�Oz Wa22� �CA��Zm uJ Z E 7 /'�'APRm '4 '1I£ DESIGN GRACIE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 c9 C3 cS� < Zx��3�zmw N < ---------- - ------4__1; ABOi� SEi RANO STORM DRAIN z�OWLpzO�a �+s (� wz,,� cr ogwzymw U) Z_ awZwQ3 -Lt 00 352 ....... oiF-Z:0z OOu wu �Oz�oCAi-i ig a 0 zd `o .:...:...:......-._____ ------------------- I ...-.-=-_.--_-. r��_�_ Z 2 q -` ti �................. .... .. 352 9aZZXFw>p0< _ tD 0O <zVWmaU¢oOOW i- z_ w U CO U Z 0�� 0- it Z Z LouO Mm " O aagslg'AO 0 CAW=ZaUZo �gW� . .... . . . . . . . . . . . . . . . . . : . . . . . : : : . . . . . . . . . . : : .--sem . �o : : . 348....... ..: ...................:...:...:...:......! W W V O W y>- co zz!R=o wzo ..........°:...... ...... ..... ......... 348 ...:...:..`x\...:........ 340 8., -INV N- 10+00 11+00 12+00 ...... ....... 13+00 SEWER LINE PROFILE ' 345.50 ' I 8... INV S= 344....... 344.24 8" INV E_ .°.345-,60 ................ :............. ..... .................. 344.14 :...:...: 344 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18" INV S -1N 18" INV• E SW - 340.. 18".INV. N=. .. 4 .341.89• 340 _ �3C INV t�-S_ . . . . . . . . . . . . . . . . . . . . . . 36" INY �-w.- • 340.45 -INSTALL 221.4'' 36" 340.63 I � 340.63 INSTALL 76.1' 18"• CL73 RCP:w/RGJ:STORM:DRAIN .0 0.087p : : �. .INSTALL 100.3' 18" �• CL -3 RCP w/RGJ .f�. 10+ 00 . . . . . . . 11 +0 0ORM . CL-3,RCP wfRGJ 12+ 00 ST DRAIN 0 1.11 ' STORM 'DRAIN 0'0:20% �• 13-(-00 .14+00• . SEWER—STORM DRAIN PROFILE L, do zcL (��w0 Lu m0co U zQ%z Qw¢ =Qf=p .1 0 tU)imwLLI �cY=JzF� �iZpZ O cr+ Cfi O Lr) tA=tz�>m CA'' �aicriv C/) C9 fy~11�Oz Wa22� �CA��Zm uJ Z E 7 �wrw z�W§Ek x—;�= � N cw7�p�tn W� u>0000 < ; c� () �- aaoo91ull nU QOaa iwz 5 c9 C3 cS� < Zx��3�zmw N < Qw0,a UQ U 4v-- /"/� ad N LJ. z�OWLpzO�a �+s (� wz,,� cr ogwzymw U) Z_ awZwQ3 -Lt 00 ,\ w cl cV oiF-Z:0z OOu wu �Oz�oCAi-i ig a 0 zd `o W W N cY] w w z Q V:6 owowQ1o'o Z 2 q -` ti <Ep<=wm,o � Z (n CV Zaw�WLLp Qa Lu W ccn .� 9aZZXFw>p0< _ tD 0O <zVWmaU¢oOOW i- z_ w U CO U Z 0�� 0- it Z Z LouO Mm " O aagslg'AO 0 CAW=ZaUZo �gW� IL zUOaa��- La C9��=�U>�p© G7 2 U cl) LIJ W O . w m O U Z _J Z Q m Z W W V O W y>- co zz!R=o wzo r-F-on.i-•0oceQ� ........... N LL (� w Q Z \\\ zz I W Ll 0 U3 > 1 w i,_w C I ILL 1 Cl - o d djAl u, o c- C;� � v/ C. Q. 63b HORIZONTAL: 1"=40' Lj VERTICAL: 1"=4' 356.......... do zcL ................................ Z9 356 .1 0 ............ 0.w ........ 00 j 00 < 0i r HORIZONTAL: 1"=40' Lj VERTICAL: 1"=4' 356.......... ................... ................................ 356 ......... ............ I...... .................... ......... ........ . v 352 ....... , .. - _ . �,, ARRRO�Y/MATFDESIGN ORAD£ . . fge:;`� . . . . . ,. . . . . . . . 352 STORM.JRA/N .... .................. --. :-----: ----------------------- .................. ��J ......... 348:.......:. ................:. .............................:.. :.......:...:....348 .... .............. ............................ ................. 344.* ........... ............ :...:. :. :...:344 h. . . . . . . . . . . . . . . . . . . . . 340' ........... I ....................... .......... ...:...:..`x\...:........ 340 10+00 11+00 12+00 ...... ....... 13+00 SEWER LINE PROFILE „cz-. w 0 (ID c) < Z W w 7 N \ w 3 U) 0 u 1 3t V) 00 00 N r 0 V) I LLJ U) co co N i c z U) q z O N c � a Lu DATE 4j21/2017 PA JOB No. 13-2750H' SHEET o i Lo - 7 z + v.P}. R��oQQs r ld_ OF 10 SHE CQNSTRUCTION NOTES O INSTALL SEWER MANHOLE (D INSTALL SEWER CLEANOUT Z ¢ �to0 INSTALL SEWER = INSTALL STORM DRAIN DO INSTALL STORM DRAIN MANHOLE 9 M(D INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY Ow JO acnm = `3� EXISTING SEWER - - EXISTING STORM DRAIN - -- - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWtSE 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. w 00 -p- r` rn U ` Q U1 ca aU -�U k �U Lo O � W F�O PE W b� O d� afr o Lo Q7 Il1 il) Q3 to 8O OV) m O in O OV) m UZ - >� O OU z OU ZO O z. -O Q -•-d !2t co U V) r") U 00 M t V (o— m O V � z Z M L6m Z OCR 68 V, °ice I' r--5 0+0 000, r n� rnin�rn �+c�rl po `n U) cn En 12 cn13 > 8 51 I r Lo O� �w{_ S33 -14'53"W ` PROPOSED 28' WIDE LANDSCAPE LOT TO BE DEDICATED ON FINAL MAP. i*J mmmiffin mm 1 1 1 111 1 IF -I i CLOVERFIELD CIRCLE (SEE SHEET 9) 10+00.00 .� pS33'14'53-� W- -� 10' r�------------------ - - ZI 15 1 �s & S!� STORM RAINS TION N.T.S. r r � � r + 4' TYP Lo �l - --Of-- 1 =11+41 — - 1Z ,11+41.32 04 ' �-- - - PROPOSED SUMP (SEE TRACT 7288 GRADING PLAN) PHASES 1 & 2 (PRIVATE STREET) It if NDAL COURT LANDSCA E LOT C O m r + �I ul 0.1� V) z a0 o0ip M�I� rU) En 10 SS 1 3'`6S INSTALL 162.7' 8" PVC SEWER @ 0. lei. �m INSTALL 52.2' 8" PVC SEWER @ 0.35% U � V � �rV au�x V J�a�x m cn W I- � : Q Mx Z ¢ �to0 Q a)OUI c�Ni MW3 m trite tQ^ W N+1 9 M(D 31: Lnm il)O oirllm Stil Ow JO acnm = `3� z z w a z Z o 00 Oz �o0 0< sQ° w��ZZ10- Ow 17z M ��z a"O� coo oqz O�Z�Owo¢� azar--w>pcn C14 + M} aid 00 00 m+ 3 0+ � w¢wjUw��g� rncn 0) rn �o �cnn � 356 ........... ..� ... ... ... ... ... ... ..�... ... SII INSTALL 251.7' INSTALL 126.0' 8" PVC SEWER @ 0.35% 8" PVC SEWER @ 0.35% t' U o cb OQIJ m cn W I- � : Q U-) z Z ¢ �to0 Q a)OUI c�Ni MW3 m trite tQ^ W N+1 9 M(D 31: �n� -ul It 3�zz< L) in z z w a z Z o 7 W HORIZONTAL: 1"=40' VERTICAL: 1 "-4' ..................................... .............. ..............: ..........................356 vim..\� \. �• . . . . . . . . . .�s� .. c , . . • ��. �� ,y xlq�)l „. APPRDX�MAFE DES��'N GWADE . . ---...-_----'--------- s� : _ ;------------ -- s? ° �A80' SE10 AND ;STORAX QRA/N352...:...:... ............................: .. `..s` �— ��---------------� _�� :...:... ' �� :...:...:...:...:...: ��`'� ..:...:...:...:...:...: 352 115 -------------------- . . ...........I. I.............I........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348....:....... :.. . .:....................:...:...:......... ..:... .................................... ...............348 8., INV E -W= I 8” INV NE -S= . . . . . . . . . . . 345•.22 . . . . . . . . . . . . . . . . . . 8" .INV. N. -SW=......................................... 344.56 344.36 .18 INV: E= 8" INV N= : 344 344.....3+5.18.... .....45.12 ...................... ............. .. ....................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . /�f/ . . . . . . . . . . . . �. . ......... . . . . . . . . . � J / c � 34Q:...:...:... ....:...............................:...:.......:...............:...................:...........:...:340 .36" INV N -W= 36" INV N -S= 36" INV S -E= .339.93 339.8'0 36.' INV N_S- 39.73 9-76 . .. 33....... . .... .......... .............. .............. ....................... ......... INSTALL 341'• 36" 336 . . . . . : : : : INSTALL 165.2' 36" : : : : : : CL -3 :RCP w/RGJ : : : : : : : : : : : : : : : : : :336 CL -3 RCP' w/RGJ -STORM 'DRAIN 0.0:08% ' ' ' . ' ' _ jINSTALL 46.8' 36" STORM DRAIN 0. 0.08% CL -:3 RCP w/RGJ ....... . . . . . . . . . . . . . . . . . . . . . STORM. DRAIN A. 0.08% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................ 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 SEWER --STORM DRAIN PROFILE a fl)¢ w cn l.LI.JI V..] I I\V V 1 w I LL I . I Iw�.TU RE tow x !z at U U Z o D PER C.Q.B. STD. DWG. D-11 Q c" o ,�- 0 0 4 Q x x cn116F �U> zow2 Zes¢OLU a,p ¢d¢off >�Qz nwa�OwuJwc', no? >¢w"Z>cnm�cn p�•vl~C� jUwW w rp W0UZZ� ,¢m w W U O > IXco ui a}'a,vaiZrZ�i U z o 01) Lcl U) c13 W z E `` <C > co l� U V O� � Z co m N uj °6 z LD a N Zf'' C-) UJ ui cn t ..-- N GC' O GCl Q O N U A a W Q cn —_— - FF--_ ---- CURVE TABLE _ _ CURVE RADIUS LENGTH T- DELTA TANGENT m cn W I- � : r U > ' u � z W =�~= 0- m }82 � z z n o m o t- z fn i- ¢ wo C1 500.00' :194.55 22'17 37 98.52, C2 55.00' 92.15' ! 96'00'02 61.08' --- '--'-----"-- - c� m i �W Fwx-- QzCoW�¢ii (w�Oz�lc�r� w n aF-UF tnu- rr°� n ¢a�oi✓��=wz oar G¢.lazoF$-S -ul It 3�zz< L) z z w a z Z o c?��ou,00�pa ww> j�UZwaia sQ° w��ZZ10- Ow azo¢ 90d<3: 060< 1 --ill�ld�t_ �C'x�UxZ YN1CK 3".lovll.lAL Zwpwpw<oo0 uj x �a aM (<L O�Z�Owo¢� azar--w>pcn U 'z"`oz�zwaoo Vex-2WraUnrnW w¢wjUw��g� a fl)¢ w cn l.LI.JI V..] I I\V V 1 w I LL I . I Iw�.TU RE tow x !z at U U Z o D PER C.Q.B. STD. DWG. D-11 Q c" o ,�- 0 0 4 Q x x cn116F �U> zow2 Zes¢OLU a,p ¢d¢off >�Qz nwa�OwuJwc', no? >¢w"Z>cnm�cn p�•vl~C� jUwW w rp W0UZZ� ,¢m w W U O > IXco ui a}'a,vaiZrZ�i U z o 01) Lcl U) c13 W z E `` <C > co l� U V O� � Z co m N uj °6 z LD a N Zf'' C-) UJ ui cn t ..-- N GC' O GCl Q O N EER :�s Qi I`t T-� I in W � r U > ' O 0 � I�O N w � W_ °- Q c� m i UJ U LL a w n LU w it,O a¢. EER :�s Qi I`t T-� I in W � r U > ' O � I y 93 c- 4Q vi z ..j O z a. 00 < 0 cl cn 01 �z <1 1 O.A ! 0 0 Z L) w met < uj 0CZ` N� 0, w �r 1 0 � II 3 J 0 Ln 00 s 0 i Of Li w 00 w N r� Z a 00 00 N DATE 4121!2017 PA JOB No, 13-2750H SHEET o I Q E C.o.F,. R�t"o2vs Flo. OF 10 SHEETS T-� I N Z O � w I'll � I DATE 4121!2017 PA JOB No, 13-2750H SHEET o I Q E C.o.F,. R�t"o2vs Flo. OF 10 SHEETS 23 356 ....... INSTALL 42.4' 8" PVC SEWER 0 0.35% ujN 0 0 OW m Ow ui !� 1-:40Z 2 Odp 0 OL 00 0 C.> aE o + 00 LIJ rl-0) +ac: + C cn MQ ) . I I A`.. I xx x< 352 IMF: INSTALL 165.4' 8" PVC SEWER @ 0.35% .....................—•... a - — — --- - — -- --- - — — — — — — — — -- —•—.--\ ---------------- . . . . . . . . . . . . . . . . . . FHAZ5t= -1 (PRIVATE STREET) CLOVERFIELD Cl INSTALL 100.0' 6" PVC SEWER @ 1.00% V) --------- -- -- ------ INSTALL 100.0' 6" PVC SEWER 0 1.00% . . . . . . . . . . . . . . . . . ---------------------- ................... RCLE INSTALL 202.0' 8" PVC SEWER 0 0.35% INSTALL 147.5' INSTALL 100.0' 8" PVC SEWER 0 0.35% 6'' -PVC SEWER @ 1,00% z ;Iq INV N= 8 N N 1 E= -8�n X DO. U-1 OW "i z :2 0 ui UJ Z `"0 ZU 00 < pqr- o nc :2 Ln fo n Z Q� t� W + r- +i ui co I LO ±f V) �45.75 .....................—•... a - — — --- - — -- --- - — — — — — — — — -- —•—.--\ ---------------- . . . . . . . . . . . . . . . . . . FHAZ5t= -1 (PRIVATE STREET) CLOVERFIELD Cl INSTALL 100.0' 6" PVC SEWER @ 1.00% V) --------- -- -- ------ INSTALL 100.0' 6" PVC SEWER 0 1.00% . . . . . . . . . . . . . . . . . ---------------------- ................... RCLE INSTALL 202.0' 8" PVC SEWER 0 0.35% INSTALL 147.5' INSTALL 100.0' 8" PVC SEWER 0 0.35% 6'' -PVC SEWER @ 1,00% z ;Iq INV N= 8 N N 1 E= -8�n X DO. U-1 OW ou) 0 M :2 0 ui UJ Z `"0 0 —0 z < < pqr- o p U too :2 + Z Q� t� W + r- +i ui co I LO U5 V) �45.75 oo . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . z W -un = op�w 000- z No !� "6, + ffIt a-, CO —13: HORIZONTAL: 1"=40' VERTICAL: 1"=4' . . . . . . . . . . .356 .............. ............. ............. ........ '0 6 APPROAWA 7E DF51 RADE . . . . . . . . . . . . . . . . . . . . . . VE ,� SEINER AND 5 TORN' DRA /# -------------------- ------------------------- .......... ....... I ............ ......................... . . .. . . . . . . . I f. ---- --- ................ .. ... ....352 ................... in I * I , '6" INV 'W= I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346.87 — — --- — — — — — . . . . . . . . . . . . . . . . . 8" INV -Y��= 6'-' E= W E= 345.74* 345.87 -345-18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... ............ I ... ... ........................ ....... ........... INSTALL 269'9' 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% 16+00 17+00 18+00 IN"' W= 344 ....... 340 INV N= 8 N N 1 E= 8" (NV N= 345.50 3 5 3_45._95 ofLL ............ ........... ........ 345-1-2 8" INV SE=: INV S IN . ' 8" INV NW- , Q� t� 67. 8" INV E -W= 344 ......... ..... 3.45.60 . �45.75 oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3A 5.2;2 . . . . . . '36" M, N -S= ......................... ...... ...... ................. ........ '340.45 340 NST'L* 50.7 A L ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 601.1' 36' 36" INV N=W=INSTAL. 339.93 CL -1 RCP W'/RG,,l 34041 . CL -3 RCP w GJ STORM DRAIN @ 0;08% /R 0 STORM DRAIN @ -0:08% 9+00 . . . . . . . . . . . . . . 10+00 . . .. . . . . . 11+00 12+00 13+00 14+00 15+00 SEWER -STORM DRAIN PROFILE ................ .. ... ....352 ................... in I * I , '6" INV 'W= I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346.87 — — --- — — — — — . . . . . . . . . . . . . . . . . 8" INV -Y��= 6'-' E= W E= 345.74* 345.87 -345-18 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........................... ............ I ... ... ........................ ....... ........... INSTALL 269'9' 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% 16+00 17+00 18+00 IN"' W= 344 ....... 340 U) Z CL Z j 00 u CO ry CN � W 0 LL C/) � 0 w > Z 0 j p% 0 W W TJ Cd z IL 0 (1) > Lki 8 DATE 4/2112017 PA JOB No., 13-2750H SHEET E 0 1 CL E 9 OF 10 SHEETS ofLL cc C) LU CID uj I I Z F- 2 Q 0 > u p w F_ U_ LU U_ U) Z CL Z j 00 u CO ry CN � W 0 LL C/) � 0 w > Z 0 j p% 0 W W TJ Cd z IL 0 (1) > Lki 8 DATE 4/2112017 PA JOB No., 13-2750H SHEET E 0 1 CL E 9 OF 10 SHEETS CONSTRUCTION NOTES o c oV) OO INSTALL SEWER MANHOLE OO INSTALL SEWER CLEANOUT � LAVERETT WAY LS INSTALL SEWER __-- INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE 00� o opp INSTALL TYPE "A" CATCH -BASIN - -- RIGHT-OF-WAY - - --- EXISTING SEWER - - EXISTING STORM DRAIN - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. 3 10+00.00 o� c jo W oOto o � vo z apo Q s� pp M + Lo 3 + w �- N to o c oV) S � voa 000 I= ui z � LAVERETT WAY LS �o �oz � �N-Nc (SEE SHEET 7) a ' Q Z M _��F ui �� 30' 30' 0r 00� o opp r) Q N 1 2' 18' i 8' 1 'n � 5 5 mrn w ao rn0) N aI S/w S/w (n(n w O O M [� i cn U) Q i I 5 J w �t•• 8 0 5' 't 23 0 x w�'pm pp �U CD I� 4' TYP E �� cn �� 3 10+00.00 o� c jo W oOto o � vo z apo Q s� pp M + Lo 3 + w �- N rl to o c oV) S � voa 000 OTE U_j g"-, o�-'Q O0 apo 0U ti)w uio + +� uio +coo J � �N-Nc --fn((nn 5w U I 6 V) rl 7' to 0 0 w Ov) M 000 DELTA-��;�NGENT �z QO V u)0 :7 J � f ,r W r N W -:�Lu E2z Li S a r) Q O n S CM, --� Z to w O O M [� / ir-�o Q �� N to J w �t•• 8 0 N 7' N 0) N -in Lo po En Go O + N + 22 oo + rn co 20 19 17 PHASE 1 N O 001 15 N 16 N 4 a, o °G rn as Lo + + { L4' TYP � o � n vim) 16 (PRIVATE STREET) CLOVERF1 LD CI 15 RCLE INSTALL 42.4' 8" PVC SEWER INSTALL 165.4' INSTALL 100.0' INSTALL 100.0' INSTALL 202.0' 0 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% 6" PVC SEWER 0 1.00% 8" PVC SEWER @ 0.35% 14 INSTALL 147.5' 8" PVC SEWER @ 0,35% to 0 0 w Ov) M OU DELTA-��;�NGENT �z QO V u)0 :7 a + + f ,r W r N V) 9 ( 10 N 0) N -in Lo po En Go O + N + 22 oo + rn co 20 19 17 PHASE 1 N O 001 15 N 16 N 4 a, o °G rn as Lo + + { L4' TYP � o � n vim) 16 (PRIVATE STREET) CLOVERF1 LD CI 15 RCLE INSTALL 42.4' 8" PVC SEWER INSTALL 165.4' INSTALL 100.0' INSTALL 100.0' INSTALL 202.0' 0 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% 6" PVC SEWER 0 1.00% 8" PVC SEWER @ 0.35% 14 INSTALL 147.5' 8" PVC SEWER @ 0,35% to Q a O — �----- CURVE RADIUS LENGTH DELTA-��;�NGENT oQUo wOm w z `�-.'. 9 z u w z v } G1 55,00' $6.39' 90'OObO"` 55A0'Lu Lu w F U tpo o a z d' 2 U z w O p E2z 0. co O n S CM, �Ia \ J m w Z O w w N w LL �F z. z w w DryC)Q Cr� Q,-UI`yF,O ¢Zo F" O'wtnrpn ILL LLjUi u - w �t•• r+- N to 't to 0 x w�'pm pp �U CD I� 4' TYP E �� cn �� v < F'�pzwppOm Ao�a�W zE j V) CL z�p�owaF--oo Q T U p U - w Z 1. w w c`;j N p z aid vii (Un N 0) N -in Lo po En Go O + N + 22 oo + rn co 20 19 17 PHASE 1 N O 001 15 N 16 N 4 a, o °G rn as Lo + + { L4' TYP � o � n vim) 16 (PRIVATE STREET) CLOVERF1 LD CI 15 RCLE INSTALL 42.4' 8" PVC SEWER INSTALL 165.4' INSTALL 100.0' INSTALL 100.0' INSTALL 202.0' 0 0.35% 8" PVC SEWER @ 0.35% 6" PVC SEWER @ 1.00% 6" PVC SEWER 0 1.00% 8" PVC SEWER @ 0.35% 14 INSTALL 147.5' 8" PVC SEWER @ 0,35% N to S11-11-, -- -- --- - +- —1 bi tYJ --- f - r cD / En 7 13 INSTALL 100.0' 6" :;VC SEWER @ 1,00% + 00 V) (n 12 HORIZONTAL: 1"=40' VERTICAL: 1"=4' I I ,- d"`I. Pitt: ^CZ to O 1217 ^F- M " h- d „I- N_ ^F-- M_ ^Ca to �F ct `t - ^4 C O 0 W_jCL's JO J= JO J� � XZ aj -�0'� Q' iZ U) m �(no OX m �cn qV) O .0 O pV) O OIs- -� Om 8 ui OX m Din _j �0',O ON'!O Z Z' w Q Z M Z to W Z �✓l7 Q �.p Q U%O Z �%p = Z :� _ �z0 ` Q map O cc> co Q co 0Q �., OU J OU Q OU Q p0 O� Q OU • U 4tn !� U Oo r•)m Mn o 00 (Y o0. ^r- �cO a O'er �a!3 Z Z O O tfi M c(j N7 tli O t[j O tfi O rntn h Lo + 00 Oco W of tri to w,ri O tri con n + • �r d to ,o p+j+ (n mo O� �± NN ((1 NN MM t" (n �� + �+ � mrA 3 C7 n 00 356....... ....... .. ............ ................... ... ................... ....... ............356 /t1p � �� •. `�s��o : : : : : ��1x' 'p : : : �sf� �y : : APPROX/MA7F DES/GN GRAD£ �, s � ti, . " ___--------_. ,' : ��,"� . : ��°� A,9 IkE. SFkR AND. StOMi DRAIN : . � . ��% ox\ NIX a�,---=------------------------.- ---- ---. ------.-----�------------------ �' ----------�, 352....... , ----- ------------- ----- - . ..... ... ....... ... .. .. .... ...... .......................... .........I ......•.. A--:....352 . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . i 348:...:... ......:...:...:...:...:...:...:...:...: .:.,.....:...:..............:...:.......................: .... ................... ........:... :...: :.. 8,. f�1V E_ .6.' .87 .w- 348 346.87 8" INV N= I i 345.50 345.85 �yY 8" fNV N= , ` _ . i . ��oj`� i�, 345.12 �._ �. �. T. i i?' iNr'JJ'; C .11-� 3, 8„ INV 5E= . 8„ INV NW= \�� ^� : : : �� : : Geo : : : J,�' 8� . _ _ r r 3.45.60 345.75 �� c> _ 8" INV 1N= \6" INV- E.= ss p L 8" INV E -1N=: - 344 : �. F 18" W E= 345.74 34587. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1". . . . . .. \ . . . . . . . . . . . . . . . . .345.2.2. . . . . . . .345:18 . . . . . . . . . . . . . . 3�4 '36" INV' N -S= '340.45 ' 340:...:.... ....................... ............... ..:...:...:...:...:...:...:...:...:...:...:..:...:...:...:...:...:...:...:...:...:...:.. :...: :...:340 INSTALL 50.7' 36" 6" iNv N -s= CL -1 RCP w RGJ INSTALL 601.1' 36" INSTALL 269:9' 18" 340.41 36 INV" N=W= / :CL -3 RCP w/RGJ STORM DRAIN @ 0:08% g3 CL -3 RCP w/RGJ STORM DRAIN @ 0.20% 339 STORMDRAIN @ 0:08% . . . . . . . . . . . . . . . . . . . . . . . . . -. . -. -- . —. ..-�- . . . . . . . , . . . . . . . . . . . . . . . . . . . . , . -. . . . . . . . . . .--. . . - 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SEINER --STORM DRAIN PROFILE CJ Z o rn Lo Lu LJ z E o O ,.� L U co :D to 0 v) w (D u' a] od w (DM Z ('D o r.10�N Z M LLJ L r r F CD ��gg tD cr O 0 CV CL t- 7LLn]. I CURVE TABLE a — �----- CURVE RADIUS LENGTH DELTA-��;�NGENT oQUo wOm w z `�-.'. 9 z u w z v } G1 55,00' $6.39' 90'OObO"` 55A0'Lu Lu w F w 1— --- a z d' 2 U z w O p E2z 0. co O W z >m COLL t- a �Ia \ J m w Z O w w N w LL �F z. z w w DryC)Q Cr� Q,-UI`yF,O ¢Zo F" O'wtnrpn ILL LLjUi u - w �t•• 4 a cazn ~ 0 u ¢Wo 3:o,m 0 x w�'pm pp �U � w W j p U z z �� 2 ow¢wm&WF-cno mix zzw < F'�pzwppOm Ao�a�W zE j CL z�p�owaF--oo Q T U p U - w Z 1. w w c`;j N p z aid OaZaFw�o�� W 3L(7 li �-9mw 3:P n(n V xzQ - c�nu�>aoUzpp rn -�ww,,�0 m=N f c�cn W x�ZQQOL zoY�?�wzt� ��u �QOx>o jOrni* > J "_ wpm -jam- C7 a Oww Q o > m J Q w z - to !p ora C7�o u! umi c) yQz O(n 0 < a wwUOwzomy rn y �rPE L)oaa O J L0 O,, C.0 Q N O' + N', d Q6iin o� 0, N to S11-11-, -- -- --- - +- —1 bi tYJ --- f - r cD / En 7 13 INSTALL 100.0' 6" :;VC SEWER @ 1,00% + 00 V) (n 12 HORIZONTAL: 1"=40' VERTICAL: 1"=4' I I ,- d"`I. Pitt: ^CZ to O 1217 ^F- M " h- d „I- N_ ^F-- M_ ^Ca to �F ct `t - ^4 C O 0 W_jCL's JO J= JO J� � XZ aj -�0'� Q' iZ U) m �(no OX m �cn qV) O .0 O pV) O OIs- -� Om 8 ui OX m Din _j �0',O ON'!O Z Z' w Q Z M Z to W Z �✓l7 Q �.p Q U%O Z �%p = Z :� _ �z0 ` Q map O cc> co Q co 0Q �., OU J OU Q OU Q p0 O� Q OU • U 4tn !� U Oo r•)m Mn o 00 (Y o0. ^r- �cO a O'er �a!3 Z Z O O tfi M c(j N7 tli O t[j O tfi O rntn h Lo + 00 Oco W of tri to w,ri O tri con n + • �r d to ,o p+j+ (n mo O� �± NN ((1 NN MM t" (n �� + �+ � mrA 3 C7 n 00 356....... ....... .. ............ ................... ... ................... ....... ............356 /t1p � �� •. `�s��o : : : : : ��1x' 'p : : : �sf� �y : : APPROX/MA7F DES/GN GRAD£ �, s � ti, . " ___--------_. ,' : ��,"� . : ��°� A,9 IkE. SFkR AND. StOMi DRAIN : . � . ��% ox\ NIX a�,---=------------------------.- ---- ---. ------.-----�------------------ �' ----------�, 352....... , ----- ------------- ----- - . ..... ... ....... ... .. .. .... ...... .......................... .........I ......•.. A--:....352 . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . i 348:...:... ......:...:...:...:...:...:...:...:...: .:.,.....:...:..............:...:.......................: .... ................... ........:... :...: :.. 8,. f�1V E_ .6.' .87 .w- 348 346.87 8" INV N= I i 345.50 345.85 �yY 8" fNV N= , ` _ . i . ��oj`� i�, 345.12 �._ �. �. T. i i?' iNr'JJ'; C .11-� 3, 8„ INV 5E= . 8„ INV NW= \�� ^� : : : �� : : Geo : : : J,�' 8� . _ _ r r 3.45.60 345.75 �� c> _ 8" INV 1N= \6" INV- E.= ss p L 8" INV E -1N=: - 344 : �. F 18" W E= 345.74 34587. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1". . . . . .. \ . . . . . . . . . . . . . . . . .345.2.2. . . . . . . .345:18 . . . . . . . . . . . . . . 3�4 '36" INV' N -S= '340.45 ' 340:...:.... ....................... ............... ..:...:...:...:...:...:...:...:...:...:...:..:...:...:...:...:...:...:...:...:...:...:.. :...: :...:340 INSTALL 50.7' 36" 6" iNv N -s= CL -1 RCP w RGJ INSTALL 601.1' 36" INSTALL 269:9' 18" 340.41 36 INV" N=W= / :CL -3 RCP w/RGJ STORM DRAIN @ 0:08% g3 CL -3 RCP w/RGJ STORM DRAIN @ 0.20% 339 STORMDRAIN @ 0:08% . . . . . . . . . . . . . . . . . . . . . . . . . -. . -. -- . —. ..-�- . . . . . . . , . . . . . . . . . . . . . . . . . . . . , . -. . . . . . . . . . .--. . . - 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SEINER --STORM DRAIN PROFILE CJ Z o rn Lo Lu LJ z E o O ,.� L U co :D to 0 v) w (D u' a] od w (DM Z ('D o r.10�N Z M LLJ L r r F CD ��gg tD cr O 0 CV CL t- 7LLn]. I v 14 R Z v �I w LL E2z 0. W O W z �Ia \ J m � z. z w w DryC)Q Cr� U ILL LLjUi u - w 4 a co O w 3 > U 0(_ cv W V 0- y 0f V) 00 «0 N Q V) I w 00 00 N F- F- z Q J 0- 00 00 N n V) v 14 Z E Q J E2z 0. W � Q , � DryC)Q N U W 0 � �U � z �� w < 0 j CL U - w W 3L(7 - V) 00 «0 N Q V) I w 00 00 N F- F- z Q J 0- 00 00 N n V) E E2z , - - — DATE 4/2112017 iPA JOB Pito, 13-2750H m SHEET CL0 C14 C -0-t3 Ffcowvs F.W. _�s L OF 10 SHEETS CONSTRUCTION NOT c3 INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT wIx INSTALL SEWER z __j UJ L INSTALL STORM DRAIN = cWn INSTALL STORM DRAIN MANHOLE { to to INSTALL TYPE "A" CATCH -BASIN 04'.0 ctN M �¢ RIGHT-OF-WAY coo � W - -- (n - EXISTING SEWER --- EXISTING STORM DRAIN -- - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION zf Z M INSTALL 141.7' Lam{ p� 8" PVC SEWER @ 0.35% wIx w V` z __j UJ L N u I g ,- cWn nIIQ 'n I { to to 0+0 ?i 04'.0 ctN M �¢ to coo � W + 00 rn + (n cn 0) APPMOXIM4/T DESIGN .GRADE ... 356 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. ALL SEWER LATERALS ARE TO HAVE A STAMPED "S" IN THE CURB FACE ABOVE EACH LATERAL. 13 I N33'40' 2"W >.S� T_,J —!—t N- PROPOSED 20' WIDE LANDSCAPE LOT TO BE DEDICATED ON FINAL ! ! ! I1 ! ! ! MAP. ISI it II I 1�' ! i,i WINDERMERE STREET (SEE PM 12100 R—STORM DRAIN PLANS) SEWE 14 15 PHASE 4 (PUBLIC SEWER) HORIZONTAL: 1" =40' VERTICAL: 1"=4' LANDSCAPE LOT "A" F Wo d- z o z W(n PHASE 3 (PUBLIC SEWER) HORIZONTAL: 1"=40' VERTICAL: 1"=4' LANDSCAPE LOT "B" NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUE PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXIST'NG STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. F- O UM 0 L_ UIN Z Z �k F - LH u) Ln Xa X';4 0 Y W Wim UZ oW oQ a ao co o c° a + V) V) U) U i RAINDROP LANE (SEE SHEET 6) 6 � 5' � IIj i I , � I -t1—;- -(•— 051 53 W- S:�� I I I { I 'T PROPOSED 10' WIDE SEWER / LINE EASEMENT TO BE DEDICATED I I J,. ON FINAL MAP. CAMPUS PARK DRIV �� ©G 7 (SEE PM 12100 SEWER -STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS "A" AND "B" WILL BE BUILT 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). INSTALL 141.7' 8" PVC SEWER @ 0.35% zl zlF V` z __j UJ L N ty11T_ >e. IZ ON 2 tfiZ Z nIIQ 'n , m { to to ni 0j0w 00Iv C14 .4-i 0+01 04'.0 ctN M �¢ to W 1 N Cn, + 00 rn + Cnf 356...... (n; 0) APPMOXIM4/T DESIGN .GRADE ... 356 V) A6014t CHER MAIN : . . . . . . . . - J . . . . _ 356.......... 356 Z ------------------------------------ 352 ...... :... ......:...:...:..........�.. ...........................352 :................... 348:...:... Til ................................... ....... .........I ................. . .348 :...:...:11...... 344.........A...... .III __j . . . . . .......................... .. ....................... ..:...:................... :...:...:...:...:...:...:344 352 ...... ..... :...... SEE NOTE "A" ABOVE . . . . . . . . . . . . . . . 340......... 340 Qo � — .. ,, cD' w Q F . . . . . EJB+ o J X. 8" SEWER PER 9+ 0o �° 10+00 11+00 u PM 12100 PLANS + W SEWER LINE PROFILE F Wo d- z o z W(n PHASE 3 (PUBLIC SEWER) HORIZONTAL: 1"=40' VERTICAL: 1"=4' LANDSCAPE LOT "B" NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUE PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXIST'NG STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. F- O UM 0 L_ UIN Z Z �k F - LH u) Ln Xa X';4 0 Y W Wim UZ oW oQ a ao co o c° a + V) V) U) U i RAINDROP LANE (SEE SHEET 6) 6 � 5' � IIj i I , � I -t1—;- -(•— 051 53 W- S:�� I I I { I 'T PROPOSED 10' WIDE SEWER / LINE EASEMENT TO BE DEDICATED I I J,. ON FINAL MAP. CAMPUS PARK DRIV �� ©G 7 (SEE PM 12100 SEWER -STORM DRAIN PLANS) NOTE: SEWER MAIN AND LATERALS ALONG FUTURE SEWER LINE EASEMENT AND LANDSCAPE LOTS "A" AND "B" WILL BE BUILT 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). 348:...:.I1.:..... ........................... ....................:....348 1{ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344...... ....... :...:....................344 i SEE N07E "A" ABOVE I 1.1...... ...... ......... ............. 340 ' .. � .. ................:.......:... '��.....................: 340 09 L EX. '8" SEVIER PER . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ISM �1210 PLANS*. 8+00 9+00 10+00 11 +00 SEWER LINE PROFILE PHASE2 HORIZONTAL: 1"=40' (PRIVATE SEWER) VERTICAL: 1"=4' SEWER LINE EASEMENT U Q - pa wp wC11pJ Z a w w Z w aLJ �z�� 0 f—ocr ?- �zm¢ 2Lu z�w LL wzow=wv>o ZF-t, mgW YCE Szz'w 0 0 0 w a z w Z z o --3:oo w w�Oz�"w ¢woo_ ` 1 uiwaw��,;�zo ��pa wwY>pUZzcq� �wQw��w�-cno v;MxQc�� oow oOO�¢3wWzg¢ zp >-o*W_'0OO <ffividUa0 Z4w 0azaMw>pai �Fzzuwi ¢cwi�Oo U -z QO�aZZzv U-o?r-�wpLL LAJ Lu v°iw�a¢v�Wzoo W ;� U ?axt)awxQU- > z p z� 6 w w x w O pip wQ�U.z w Qtq p}cwi�!'•w 4 wID � w w U z O> t ww8Owz�'vai> rxoar-xo wam INSTALL 144.8' 8" PVC SEWER Oa 0.35% • 8" PVC SEWER 9 0.25% z z0° !1 J t% � W w2 ui rnciz st Z 14- w O ai ap 04 :2 st r W 0+0 W V) m'm U) N U) N CLw 356.......... 356 Z APPROX/MATE DESYGIV 6RAOF . . ... . . �s y� \ A,90 2f SEER MAIN W ._�_ __j . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L 352 ...... ..... :...... I ....... I ..... .. _. - --;-..... - --- . ` �. . ......... ..--- .......:352 348:...:.I1.:..... ........................... ....................:....348 1{ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344...... ....... :...:....................344 i SEE N07E "A" ABOVE I 1.1...... ...... ......... ............. 340 ' .. � .. ................:.......:... '��.....................: 340 09 L EX. '8" SEVIER PER . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' ISM �1210 PLANS*. 8+00 9+00 10+00 11 +00 SEWER LINE PROFILE PHASE2 HORIZONTAL: 1"=40' (PRIVATE SEWER) VERTICAL: 1"=4' SEWER LINE EASEMENT U Q - pa wp wC11pJ Z a w w Z w aLJ �z�� 0 f—ocr ?- �zm¢ 2Lu z�w LL wzow=wv>o ZF-t, mgW YCE Szz'w 0 0 0 w a z w Z z o --3:oo w w�Oz�"w ¢woo_ ` 1 uiwaw��,;�zo ��pa wwY>pUZzcq� �wQw��w�-cno v;MxQc�� oow oOO�¢3wWzg¢ zp >-o*W_'0OO <ffividUa0 Z4w 0azaMw>pai �Fzzuwi ¢cwi�Oo U -z QO�aZZzv U-o?r-�wpLL LAJ Lu v°iw�a¢v�Wzoo W ;� U ?axt)awxQU- > z p z� 6 w w x w O pip wQ�U.z w Qtq p}cwi�!'•w 4 wID � w w U z O> t ww8Owz�'vai> rxoar-xo wam b z o M W z o 0 cncn U) 0 N W — v <wmUJ � w 0 M Z (D C'.) Lij I� O O 0 N ( INSTALL 1,55,8' 8" PVC SEWER 9 0.25% io w ro UN � CpmCDu- z Z�Ik =) p�-' �� N CLw W �8 Z til�iD: \ W S W L) Z O 5 p Q 0 .J Qo � — cD' w 8 ui Q U> + N p y + W �. W Lo 356..E cn 356 cn r) > U w x ........................... c' ....................... . APPRO•X/MA Tt- DES/GN GRADE y ABOi�E SEWFR MA/N . . . . . . . . . _ 352:.. f,,---�-=--.-- _,� :...:...:...:...� :...:...:352 .��?'°�.�.:.. .-------_-.:. ... .................... ..........II{.. 348:.. 1.1:........348 . 344'' . .... .................... . . . . . . . . . . . . . . . . . . . . . SEE. j,l NOTE . "A„. ABOVE ... I I ......... . . . . . . . 344 8" INV E -W= EX.• 8” aEWER - — — — — 342.73 8.> INV. N-. 342.63 . . . . . . . . . . . . -\ ��,' -A . . . . . . �, a. v /� 340 .......................... � � �:...:...:...:..¢� �S' C�. �:..: ��,�. ...:340 14+00 11+00 12+00 I�- SEWER LINE PROFILE b z o M W z o 0 cncn U) 0 N W — v <wmUJ � w 0 M Z (D C'.) Lij I� O O 0 N ( I w N CLw \ cc W 1 0 Z 5 .J ym W w (] U> p y a Opti Iz-�� t- v cn r) > U w x ,W� c o c' m z= .J 0 n -j z CL ..m� co> Q Z 0 a w C/) 2� �< U) 0w(j - M 1< L1.. W 3:0 ® ZLL Lel J F--u)w C- V w U) 0 N z \ WO U) J 3 00 LcN i h If I- Q w I 0 00 N h ti- c I z V) Q z 00 00 w h cr DATE ^4/2112017 PA JOB No. 13-2750H SHEET 0 a i r O 10N 1-1 OF 10 SHEETS