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HomeMy WebLinkAbout1.2-6802 Ph 1 Record DrawingREVIEWED BY: i r ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: V-� L" ;�-& x PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 -7114 DATE BENCHMARK USED: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IDLEROCK AVENUE AND JEWELSTONE STREET PER TRACT 5944-5 ELEVATION=343.80 (U.S.G.S. DATUM) BENCHMARK SET: TOP OF BRASS CAP IN LAMPHOLE AT THE INTERSECTION OF IRONROCK AVENUE AND AKERS ROAD. ELEVATION=347.80 (U.S.G.S. DATUM) VICINITY MAP PHASES 1 AND 2 BAKERSFIELD, CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1800.227-2600 AT LEAST TWO DAYS BEFORE YOU DIG MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. SEWER 12" SEWER MAIN 792 LF 8" SEWER MAIN 2,413 LF 6" SEWER MAIN 100 LF 4" SEWER (LATERALS) 2,826 EA SEWER MANHOLES 8 EA SEWER CLEANOUTS 3 EA ADJUST MANHOLES TO FINISH GRADE 11 EA ADJUST CLEANOUTS TO FINISH GRADE 3 EA STORM DRAIN 18" R.C.P. STORM DRAIN 1,250 LF TYPE "A" CATCH BASINS 5 EA STORM DRAIN MANHOLES 5 EA ADJUST MANHOLES TO FINISH GRADE 5 EA OUTLET STRUCTURE 1 EA SHEET No. INDEX CO TITLE SHEET O DETAILS—GENERAL NOTES 03 AKERS ROAD ® IRONROCK AVENUE O SIERRA MADRE AVENUE © DIORITE COURT C7 GABBRO COURT LEGEND 0 SHEET INDEX NUMBER Qs SS#12 SEWER MANHOLE W/NUMBER © CO#12 SEWER CLEANOUT W/NUMBER © SD#12 STORM DRAIN MANHOLE W/NUMBER CCB#12 CATCH BASIN W/NUMBER U) ) PROPOSED SEWER MAIN M (O W PROPOSED STORM DRAIN cO 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 a) X = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY t ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN o�-+ -i--I' 1 1 1 1 i s _-� - -,---►--+----I-+-+- rI I I I I I I I III II � I ll RED RIVER COURT �– I 1 rl 2111 10 9 8 7 6 5 4 3 2 1 1L / — 1 I ---J co �I I— I I� I - - 24 23 22 21 20 19 18 17 16 15 14 13 II I 1 m SS3 SS#4 CB#2 SD#4 SIERRA MADRE 1__� 1— — IAF __/ C S D ------------D = ___-AVENUE T- �I� CB#3 SD#3 EX MH I I 25 29 30 31 32 33 34 35 4645 44 43 42 41 40 39 38 37 36 Q1 CO#1 SS#5 ss#6 C8#4 i 0 1, SS#2 COAL ROCK_ - C S 62 S - CIRT- D ---- SD COURT - # SD# CB#5 j (n 47 48 49 50 51 52 53 54 55 56 57 W PHASE 1 I I ¢ - - PHASE 2 TEMPORARY SUMP LOCATION 11 10 9 8 7 6 5 4 3 2 1 SD#1 CB#1 DIAMOND CK C 7 S - - - - SS#1 S S CO — SS#8 ss#7 12 13 14 15 16 17 18 19 20 21 22 1 1 7- - - - - - - - _-- LUN� :RaCK-AVENDE v I i zl I' I I I I I I KEY MAP -"- SCALE: 1'=200' /, a -6 �-o';k- l �- C.O.B. RECORDS No. U U W LL LL WaWO mLLow Z lC z8u2i,zu Wz�W wwwmww¢F p �m�zo'D oI- a¢ZULZRwzOz o U) ) �txi�=WtnO�mu�►= M (O W tm-Ox�OZ��tAU W J Z in w Z¢ cO � L. LL (7�Oxfn�Q-'LL�x O N Q z1 W FfOp�LLOp� ¢'=iow ZLz w w xz ozo¢6R 't-xo Qo���oamLu U T- U5-d(o Zzo.—%oZ °zz U) a) X 6'23:dwo2w=w E_>oRZ 2lm_w.6 Q U- vS=¢pcoo �TZZw t -x (' poo O a w p z o Q F- z w w a O_ 0 0 Z z m CV Z Z= p Wzp Q Q O a a= p U 0, LU co U> U S O U W x Z¢ w¢ O w W Z N N O LL�Zm�F - ZZZU z i-aw LL w Q W j U p g LL Z W (n N U M W U¢t¢-VUUZO0 — N I..L� ZJOwOLL�'�2xt- ¢ J SUOo-p►-.O ¢fn f.J W W J�F O O O C7��S�U>JOp `V O Z �• S> p J O O w 0 3 W w S W O R r ^ 0i cmi>M!RUi m Z Q W Q U z Z m U Z U) _= N S O W Z p F-Hpat-00 W <m ''^^ V\ c� W w Z DO QmZC9 i� W-iQZa`QQww OWWW F -OF - m W m m W o WZ LU U . . }QZ- wF=Ww mw<dZZ?�F=- zwQQ w wow Zi�mp CL: �w ME (/) Q%WWWjrZ_jW W W 1LOUMQ00QF- 0 L1j W-ZQj 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 it EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23' AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (CON'T) 11. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION CAMERA SHALL HAVE THE CAPABILITY OF ROTATING 360% IN ORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY CITY OF ANY PIPE LOCATIONS REVEALED TO BE NOT IN COMPLIANCE WITH THE SPECIFICATIONS. A RECORDED VIDEO CASSETTE, THE COMPLETED "CHAIN OF CUSTODY" FORM AND A WRITTEN LOG (WHICH INCLUDES THE STATIONING, BASED ON THE STATIONING OF THE APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR VIEWING AND SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ACCEPTANCE. AFTER ACCEPTANCE OF THE SYSTEM, THE VIDEO CASSETTE, FORMS AND LOGS SHALL BECOME THE PROPERTY OF THE CITY. COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. , IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTES 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ® SW -3 PAVEMENT PATCHES ® SW -4 MANHOLE, TYPE "A" ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® SW -6 6" CLEAN OUT , ® SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ SW -8 INDUSTRIAL SAND TRAP ❑ SW -10 SAND TRAP ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ SW -12 SEWER LIFT STATION VALVE BOX ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-3 CHANNEL PROTECTION ❑ D-4 CHANNEL PROTECTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) CITY STD. No. DESCRIPTION ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ® D-9 PIPE SADDLE DETAIL ❑ D-10 SIDEWALK UNDERDRAIN ® D-11 DRAINAGE BASIN ® D-12 CHAIN LINK FENCES ® D-13 CHAIN LINK GATES ® D-14 CATCH BASIN, TYPE "A" ❑ D-15 CATCH BASIN, TYPE "A-1" ® D-16 GUTTER DEPRESSIONS ❑ D-17 JUNCTION BOX ® D-18 MANHOLE, TYPE "B" ❑ D-19 DRAINAGE WELL, TYPE "B" ® ST -22 TRENCH BACKFILL & COMPACTION ® ST -6 STANDARD PAVEMENT PATCHES U �aUO 1 Wtn m J W WNW tnZlW_LW mmwv'FWaFo Z ��FWix Z�>F� ALL. �OZJCO v) U p 5 p w�x�J�nx�z azw0llTwfmwww� zHUFUpOu-p 9a000wG�w W az apa►x-Q�f-Fx Q�oz� U .iww W fn ujmm Maouo�0 ww1'>o V Zxm a w , �'L z �=xozW000 �oF_zamwocnF- O ZO9uiwzo CAJ�Z amp WW,p=V Q0 ZpwWwLLofoz pazaix-w>oC =�w�Qv w<0 mu-zw wz�nwv O Qw 'n W Z a~ U U Z 2, z� o w 0 o a- 10 CW6 OWw 00 c�Cnwx�zaa ZOxUCnlyAx u- �zaox>oJoU) fid,->ua"z O W F W w W J 0 waouz>c„mQ pmcwOUC7�ZZ� W W w U- 0 ==ooio�wz t-roa�Uo�a It z co WI rn LO W z E �- Lu 5 cN Q>Q� O06 U) 0 Z Y Q W m N 0zs W N M W Z_ o �0CJ ~ Z W N cy' W _ r �--� N C) O O `y CL 1 x4' � r� ui a 0 Wrif a tai w W It z co WI rn LO W z E �- Lu 5 cN Q>Q� O06 U) 0 Z Y Q W m N 0zs W N M W Z_ o �0CJ ~ Z W N cy' W _ r �--� N C) O O `y CL 1 x4' � a ui a 0 Wrif a tai w W z 0 m .R LL Z a W LL a p w W o a Z N -� D J Z �- � <,-Ui Z �_ J Q (n Q � uJ U 0 (n a, � Z O U) F' w o 0 O z oo z a�� Q w U w wQ � wU) (D U' DATE 6/06/2014 N PA JOB No. 12-2711 / SHEET E 0 CL E 2 N OF 7 SHEETS z 0 W U' DATE 6/06/2014 N PA JOB No. 12-2711 / SHEET E 0 CL E 2 N OF 7 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT m INSTALL SEWER MAIN O INSTALL SEWER MAIN PER TRACT 6410 U W APPROVED PLANS C9 INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE O INSTALL TYPE "A" CATCH—BASIN — — RIGHT—OF—WAY — —S— — EXISTING SEWER — —SD— — EXISTING STORM DRAIN — -zZL — — LL — EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION Z jr j �w �w m ZJ O O a 8 O woo U W O N C9 Ir J N J O O_ r 0- r (n z_ o A °r° W m CC o m m U 22 1 i < 00 II m 00 II ♦ O CID ! 000 ! I \\ � FUTURE IMPROVEMENTS =n 1 (BY OTHERS) 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. ICU � JW J O OZ Z Q oo m oui ♦ ♦ (n 0000 %-I F- 0 W U W NO o.L U) M LLJ M V„ j /Q V) V - �z U j (0 m ZJ O O a 8 O woo U W va O �o m J W Wald Lu fn ZLLF' 0 UW rnm pQ U z M co p W m CC o O m r 00 Q (A ♦ N X0 (6 aO f+_ to- 16 W z _I w W �_?� JCnSmZm _ wHTIEWOW- I ( w W Q II i Q TEMPORARY SUMP I I Q Q ® a o w= Q FW- � F= Z U II '� Cfl 5 ZZo�IU—i�z6Zmw O ! x WWW ¢moo criwYwWaiVmZp �/1 n_n ���Ocai>���pa v+�J 0 Z Y W w Y T O U Z S [n O pW¢ F`M_ w m w We 6E QI=-=oZW5Oom a W Uj 3.25' L/S EASEMENT C�. x "'o1 <Z-apv�L,J 0 0�¢� w W z o¢ ..tet W / N c! N O a a F Z�oWowQ0oo Tc� U2 N 0. f ul II nl II I I I I II I 1 n 5' II I I I I I I n II J= W �O OZZ 060 � �M n � +t±(n N N m V) CONSTRUCT 6± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.83% CONSTRUCT 49.5± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.63% 18" INV E= 335.88 M J � L.I_ 0 Lu 28'--`L. 0"._12" SWR INV= 337.90 \10 ITV V IV — J— YY = „ , ,., 336.14 336.19 REMOVE PIPE AND OUTLET STRUCTURE WITH PHASE 2 AND/OR TRACT 6410 CONSTRUCTION. POUR CONCRETE PLUG IN BACK OPENING OF CATCH—BASIN. INSPECTION WORK NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT—OF—WAY. 36 W 25' L/S EASEMENT STORM DRAIN SECTION � N.T.S. V � = W J NO Z X. z U � n N d M N N m 0 _J w Z N NZ X Q W W� 00 00 q m 04 13 3.25' L/S EASEMENT U (0 D �__ O O a 8 O woo U W 5JW NO Z= m J W Wald Lu fn ZLLF' v z Ld 0O rnm W cir z Lo 57 ± 1-1 1. - ul II nl II I I I I II I 1 n 5' II I I I I I I n II J= W �O OZZ 060 � �M n � +t±(n N N m V) CONSTRUCT 6± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.83% CONSTRUCT 49.5± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.63% 18" INV E= 335.88 M J � L.I_ 0 Lu 28'--`L. 0"._12" SWR INV= 337.90 \10 ITV V IV — J— YY = „ , ,., 336.14 336.19 REMOVE PIPE AND OUTLET STRUCTURE WITH PHASE 2 AND/OR TRACT 6410 CONSTRUCTION. POUR CONCRETE PLUG IN BACK OPENING OF CATCH—BASIN. INSPECTION WORK NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT—OF—WAY. 36 W 25' L/S EASEMENT STORM DRAIN SECTION � N.T.S. V � = W J NO Z X. z U � n N d M N N m 0 _J w Z N NZ X Q W W� 00 00 q m 04 13 3.25' L/S EASEMENT 1Q 3 N v 0 N 5.00' PAST WALL U � O a 8 O woo ! 1 t� m J W Wald Lu fn ZLLF' v z O cnm=Z�W¢t=o z M W a¢zzawZp O ►f) I irt=SwZ�>FUQ V/ (6 aO Tui to- 16 W z _I w W �_?� JCnSmZm _ wHTIEWOW- i- Q (� `*' N w ,,1-���0 Q w �? w 4aa�jzzo0W� > U m ® a o w= Q FW- � F= Z U II '� Cfl 5 ZZo�IU—i�z6Zmw O ! 'NQ-- Q WWW ¢moo criwYwWaiVmZp �/1 �l co) U- ���Ocai>���pa v+�J 0 Z Y W w Y T O U Z S [n O pW¢ F`M_ w m w We 6E QI=-=oZW5Oom a W Uj N ,: CO C�. x "'o1 <Z-apv�L,J 0 0�¢� w W z o¢ ..tet W Lit Z N c! N O a a F Z�oWowQ0oo Tc� U2 N 0. f 0 t` (n N CID ZpCO wwwLLlr8ZQ Z LL � M q1101 paza�w>ocow o I 04 vxozw~Qw¢9W V /A�T' O Cfl z L -u Z Z { i O 04 a:Fcvwi>¢Uwup-imO cnW�=ZQWwo� O �(��p '•�" 0OLL QJOwU0a0F_1- mU' V>1 0 w� 2� 0 w z¢¢ p ¢a'w¢"•Z� w< F L�.3 F- ow WWU)ca9m w¢oLLz>�m¢= L F- O}cwi�l'- owoFn-w Z w W OJ ' w U O> F W W UO W z�'wz=) $�. HF=-Dd 1=-OUow<2 1Q 3 N v 0 N 5.00' PAST WALL II 11 I I .ER 4c k4 Go I I 11 III \ W ; >U o w — — -ro— — — — — — — — — — —— d10, oo' �b`'��S SSP --- -- -- ----- �, ! ��3a I u'� 5 '00 OD N �M N N q M S S S S `tM S "S S 1 S ----- I 5 �i ---i" N N °0 8" STUB 00 EXISTING 12 SEWER SEE NOTEI BELOW A 1 � EXISTING " I 1 16 717 1 18 18+50.01 19 20 21 21+62.02 22 23 24 24+83.78 25 26 27 27+86.42 28 1 16+94.01 CONSTRUCT PIPE SADDLE 1 PER C.O.B. STD. DWG. D-9 UTURE IMPROVEMENTS (BY OTHERS) I ►'n XISTING IMPROVEMENTS 1 IF SEPARATION IS LESS THAN 12 INCHES I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� ��— - - - - - - - - - - — - - - - - - - - - - — - - - - - - - - - - - - �/ ° — — — — — — — — — — — — — —1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — —° - �� 5.00 �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- ------------ - \ / / .,...... r_M.._ve.. � .. ,��.A:...._s .. �•T_oa_.:_.... �...,..a.._, _. ,. _ m.--_._ - ._ ...._._.._._ __ _._=_n__ ._. m ..___._x.m - ,.s ,____.�u.� ., __. ._____._ ...r _.._._-_a..__ a_ ..,..__�.._r, .�.., .._..__�._... �. __. ...,......_ ,_.. �..._w_..... __. �, �._.n.�_ r._ ._ .m�._,.mr_ ..� � a_-_..._.-_ __ ,,t ._.._....._ ...._. �._...__.,.m � m .�.�_..-v, ,..�,.,r.....a .,•. _.....�...._._m � . ,.... FUTURE 1�id PARK SITE1 ► II I II I � 1 I II it I I TRACT I m PHASES 1 AND 2 I I I1 I1� PHASE SIERRA MADRE NOTE "A": INSTALL 4" SEWER LATERAL WLLJ AKE RS ROAD AVENUE AS SHOWN PER CITY STANDARDS. Q Q NOTE• CONSTRUCT SEWER MAIN WITHIN TRA T CONSTRUCT 201.2'± 18" C 6802 AKERS ROAD PER = CONSTRUCT 17.8'± 18" APPROVED TRACT 6410 PHASES 1-3 SEWER AND STORM DRAIN PLANS AS �-CL-3 RCP w/RGJ STORM DRAIN CSD 0.11% PREPARED BY DELMARTER AND DEIFEL, IF NOT ALREADY CONSTRUCTED. CONSTRUCT 249.0'± 18" CONSTRUCT 316.1'± 18" �-z�- I HORIZONTAL: 1"=40' U) N Z � Z LL Q Z �- e Q W U) Q 5 O G I..L� 0 t) U) w %/ �L-3 KCP w RGJ STORM DRAIN a 0.117. CL -3 RCP w RGJ STORM DRAIN ® 1.47% CL -3 RCP w RGJ STORM DRAIN 0 0.11 % N I �I ( I VERTICAL: 1"=4' Q O Z III- o Z I- r& I -N 111-N Mow M Mw w ~�W �in2I= OW O ~� O i=O Z W 6� oc�0 Z� �0 No o(fi No xZ _ W Q Q Mw?JNJ OZZ Z�~� ZZ Z= oZ= Z= Wm oa —a �a azwZ �< �¢ °r°�a Oz N Z d�� mW WO m 00 _ U a O OD 00� mw �Q MMW�.I N 00 00 m 66 00 F- N 00 (/) r O � 3 r- 6 Uj (n W O m N Z d' ♦ ♦ (n O) 00' � N i- ♦ + ♦ N .}. N O 0000 ♦ 0) QCy) 04 W 0 �� 00♦ o2 N NN N of + X00 N 3.1 m W 0 O �/ / 350 .............0 ................................... ........ W J.. .350 .. _.....:....:...:.:..:.........:.._...... i..:............ ..:..........CID .:. o ,�.%�y . a �,� . . . . . . . . . . . . . APP,-WX1UA TEt DES/GN GRADE. : y . : . : . . : . : . : : : _ _ : : . . : : : . . . ' .yon: . . . _ — . : . : ��. : : : : : : : 50`?' Wo: ABCNE SEWER MAIN 346 :...:...:...: :. �°`°`..:...:.____--:-=-.-.�. — — — — — = — — — =— — :_—. :-.-..................................................... :..............................................................:346 .............................................. :.......:...:...:...:...:...:..`..........................................................Il.............................................................: 0 O . 33 NOT E: CONTRACTOR SHALL : VERIFY LOCATION AND ELEVATION OF' oSEE NOTE B" BELOW EXISTING STUB PRIOR TO ANY CONSTRUCTION ALSO V RfFY POSITIVE ........ .. •'F. ........................ .......... ...... ...... .... ... ..... ... ................................ 342 �ivw=SLOPE,FfOM MAI�HOLEPRIOR TO CNNECTONTOEXISTGSTBFq84 1 POSITIVE SLOPS DOES NOT :EXIST,: REPLACE STUB T0: MANHOLE. oI s \� , j►1 18" INVII—S= 1 . . y�. d��sl.\�J tif' �. m 33142 8" 1NV .W........................................................ 1\ S;5" (v (o 18" INV 1 EX. 8 NV E33i•�9 j 338:...:...:...:. .. .....:...:...:...:...:�:. II _ — — — :... _ -.:...:...T :....:...........:.......:.......:...:...: — 3o e -r5 : _ � )33�.0q_ — — - — — — :...:...:...:...:...:...:...'338 co � w t� LL a.,\ U W W O 0- w W Tui co CO 0 / Q cr w W/ w z V� / ii J II ! �I 5 II Im ! I WWW II Imo II 11 I I .ER 4c k4 Go I I 11 III \ W ; >U o w — — -ro— — — — — — — — — — —— d10, oo' �b`'��S SSP --- -- -- ----- �, ! ��3a I u'� 5 '00 OD N �M N N q M S S S S `tM S "S S 1 S ----- I 5 �i ---i" N N °0 8" STUB 00 EXISTING 12 SEWER SEE NOTEI BELOW A 1 � EXISTING " I 1 16 717 1 18 18+50.01 19 20 21 21+62.02 22 23 24 24+83.78 25 26 27 27+86.42 28 1 16+94.01 CONSTRUCT PIPE SADDLE 1 PER C.O.B. STD. DWG. D-9 UTURE IMPROVEMENTS (BY OTHERS) I ►'n XISTING IMPROVEMENTS 1 IF SEPARATION IS LESS THAN 12 INCHES I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� ��— - - - - - - - - - - — - - - - - - - - - - — - - - - - - - - - - - - �/ ° — — — — — — — — — — — — — —1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — —° - �� 5.00 �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- ------------ - \ / / .,...... r_M.._ve.. � .. ,��.A:...._s .. �•T_oa_.:_.... �...,..a.._, _. ,. _ m.--_._ - ._ ...._._.._._ __ _._=_n__ ._. m ..___._x.m - ,.s ,____.�u.� ., __. ._____._ ...r _.._._-_a..__ a_ ..,..__�.._r, .�.., .._..__�._... �. __. ...,......_ ,_.. �..._w_..... __. �, �._.n.�_ r._ ._ .m�._,.mr_ ..� � a_-_..._.-_ __ ,,t ._.._....._ ...._. �._...__.,.m � m .�.�_..-v, ,..�,.,r.....a .,•. _.....�...._._m � . ,.... FUTURE 1�id PARK SITE1 ► II I II I � 1 I II it I I TRACT I m PHASES 1 AND 2 I I I1 I1� PHASE SIERRA MADRE NOTE "A": INSTALL 4" SEWER LATERAL WLLJ AKE RS ROAD AVENUE AS SHOWN PER CITY STANDARDS. Q Q NOTE• CONSTRUCT SEWER MAIN WITHIN TRA T CONSTRUCT 201.2'± 18" C 6802 AKERS ROAD PER = CONSTRUCT 17.8'± 18" APPROVED TRACT 6410 PHASES 1-3 SEWER AND STORM DRAIN PLANS AS �-CL-3 RCP w/RGJ STORM DRAIN CSD 0.11% PREPARED BY DELMARTER AND DEIFEL, IF NOT ALREADY CONSTRUCTED. CONSTRUCT 249.0'± 18" CONSTRUCT 316.1'± 18" �-z�- I HORIZONTAL: 1"=40' U) N Z � Z LL Q Z �- e Q W U) Q 5 O G I..L� 0 t) U) w %/ �L-3 KCP w RGJ STORM DRAIN a 0.117. CL -3 RCP w RGJ STORM DRAIN ® 1.47% CL -3 RCP w RGJ STORM DRAIN 0 0.11 % N I �I ( I VERTICAL: 1"=4' Q O Z III- o Z I- r& I -N 111-N Mow M Mw w ~�W �in2I= OW O ~� O i=O Z W 6� oc�0 Z� �0 No o(fi No xZ _ W Q Q Mw?JNJ OZZ Z�~� ZZ Z= oZ= Z= Wm oa —a �a azwZ �< �¢ °r°�a Oz N Z d�� mW WO m 00 _ U a O OD 00� mw �Q MMW�.I N 00 00 m 66 00 F- N 00 (/) r O � 3 r- 6 Uj (n W O m N Z d' ♦ ♦ (n O) 00' � N i- ♦ + ♦ N .}. N O 0000 ♦ 0) QCy) 04 W 0 �� 00♦ o2 N NN N of + X00 N 3.1 m W 0 O �/ / 350 .............0 ................................... ........ W J.. .350 .. _.....:....:...:.:..:.........:.._...... i..:............ ..:..........CID .:. o ,�.%�y . a �,� . . . . . . . . . . . . . APP,-WX1UA TEt DES/GN GRADE. : y . : . : . . : . : . : : : _ _ : : . . : : : . . . ' .yon: . . . _ — . : . : ��. : : : : : : : 50`?' Wo: ABCNE SEWER MAIN 346 :...:...:...: :. �°`°`..:...:.____--:-=-.-.�. — — — — — = — — — =— — :_—. :-.-..................................................... :..............................................................:346 .............................................. :.......:...:...:...:...:...:..`..........................................................Il.............................................................: 0 O . 33 NOT E: CONTRACTOR SHALL : VERIFY LOCATION AND ELEVATION OF' oSEE NOTE B" BELOW EXISTING STUB PRIOR TO ANY CONSTRUCTION ALSO V RfFY POSITIVE ........ .. •'F. ........................ .......... ...... ...... .... ... ..... ... ................................ 342 �ivw=SLOPE,FfOM MAI�HOLEPRIOR TO CNNECTONTOEXISTGSTBFq84 1 POSITIVE SLOPS DOES NOT :EXIST,: REPLACE STUB T0: MANHOLE. oI s \� , j►1 18" INVII—S= 1 . . y�. d��sl.\�J tif' �. m 33142 8" 1NV .W........................................................ 1\ S;5" (v (o 18" INV 1 EX. 8 NV E33i•�9 j 338:...:...:...:. .. .....:...:...:...:...:�:. II _ — — — :... _ -.:...:...T :....:...........:.......:.......:...:...: — 3o e -r5 : _ � )33�.0q_ — — - — — — :...:...:...:...:...:...:...'338 co � w 1i0 a.,\ O 0- w W Tui co � w z w z CL z J 5 in � WWW w 0 w I O U- a a II 11 I I .ER 4c k4 Go I I 11 III \ W ; >U o w — — -ro— — — — — — — — — — —— d10, oo' �b`'��S SSP --- -- -- ----- �, ! ��3a I u'� 5 '00 OD N �M N N q M S S S S `tM S "S S 1 S ----- I 5 �i ---i" N N °0 8" STUB 00 EXISTING 12 SEWER SEE NOTEI BELOW A 1 � EXISTING " I 1 16 717 1 18 18+50.01 19 20 21 21+62.02 22 23 24 24+83.78 25 26 27 27+86.42 28 1 16+94.01 CONSTRUCT PIPE SADDLE 1 PER C.O.B. STD. DWG. D-9 UTURE IMPROVEMENTS (BY OTHERS) I ►'n XISTING IMPROVEMENTS 1 IF SEPARATION IS LESS THAN 12 INCHES I 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �� ��— - - - - - - - - - - — - - - - - - - - - - — - - - - - - - - - - - - �/ ° — — — — — — — — — — — — — —1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — —° - �� 5.00 �� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r- ------------ - \ / / .,...... r_M.._ve.. � .. ,��.A:...._s .. �•T_oa_.:_.... �...,..a.._, _. ,. _ m.--_._ - ._ ...._._.._._ __ _._=_n__ ._. m ..___._x.m - ,.s ,____.�u.� ., __. ._____._ ...r _.._._-_a..__ a_ ..,..__�.._r, .�.., .._..__�._... �. __. ...,......_ ,_.. �..._w_..... __. �, �._.n.�_ r._ ._ .m�._,.mr_ ..� � a_-_..._.-_ __ ,,t ._.._....._ ...._. �._...__.,.m � m .�.�_..-v, ,..�,.,r.....a .,•. _.....�...._._m � . ,.... FUTURE 1�id PARK SITE1 ► II I II I � 1 I II it I I TRACT I m PHASES 1 AND 2 I I I1 I1� PHASE SIERRA MADRE NOTE "A": INSTALL 4" SEWER LATERAL WLLJ AKE RS ROAD AVENUE AS SHOWN PER CITY STANDARDS. Q Q NOTE• CONSTRUCT SEWER MAIN WITHIN TRA T CONSTRUCT 201.2'± 18" C 6802 AKERS ROAD PER = CONSTRUCT 17.8'± 18" APPROVED TRACT 6410 PHASES 1-3 SEWER AND STORM DRAIN PLANS AS �-CL-3 RCP w/RGJ STORM DRAIN CSD 0.11% PREPARED BY DELMARTER AND DEIFEL, IF NOT ALREADY CONSTRUCTED. CONSTRUCT 249.0'± 18" CONSTRUCT 316.1'± 18" �-z�- I HORIZONTAL: 1"=40' U) N Z � Z LL Q Z �- e Q W U) Q 5 O G I..L� 0 t) U) w %/ �L-3 KCP w RGJ STORM DRAIN a 0.117. CL -3 RCP w RGJ STORM DRAIN ® 1.47% CL -3 RCP w RGJ STORM DRAIN 0 0.11 % N I �I ( I VERTICAL: 1"=4' Q O Z III- o Z I- r& I -N 111-N Mow M Mw w ~�W �in2I= OW O ~� O i=O Z W 6� oc�0 Z� �0 No o(fi No xZ _ W Q Q Mw?JNJ OZZ Z�~� ZZ Z= oZ= Z= Wm oa —a �a azwZ �< �¢ °r°�a Oz N Z d�� mW WO m 00 _ U a O OD 00� mw �Q MMW�.I N 00 00 m 66 00 F- N 00 (/) r O � 3 r- 6 Uj (n W O m N Z d' ♦ ♦ (n O) 00' � N i- ♦ + ♦ N .}. N O 0000 ♦ 0) QCy) 04 W 0 �� 00♦ o2 N NN N of + X00 N 3.1 m W 0 O �/ / 350 .............0 ................................... ........ W J.. .350 .. _.....:....:...:.:..:.........:.._...... i..:............ ..:..........CID .:. o ,�.%�y . a �,� . . . . . . . . . . . . . APP,-WX1UA TEt DES/GN GRADE. : y . : . : . . : . : . : : : _ _ : : . . : : : . . . ' .yon: . . . _ — . : . : ��. : : : : : : : 50`?' Wo: ABCNE SEWER MAIN 346 :...:...:...: :. �°`°`..:...:.____--:-=-.-.�. — — — — — = — — — =— — :_—. :-.-..................................................... :..............................................................:346 .............................................. :.......:...:...:...:...:...:..`..........................................................Il.............................................................: 0 O . 33 NOT E: CONTRACTOR SHALL : VERIFY LOCATION AND ELEVATION OF' oSEE NOTE B" BELOW EXISTING STUB PRIOR TO ANY CONSTRUCTION ALSO V RfFY POSITIVE ........ .. •'F. ........................ .......... ...... ...... .... ... ..... ... ................................ 342 �ivw=SLOPE,FfOM MAI�HOLEPRIOR TO CNNECTONTOEXISTGSTBFq84 1 POSITIVE SLOPS DOES NOT :EXIST,: REPLACE STUB T0: MANHOLE. oI s \� , j►1 18" INVII—S= 1 . . y�. d��sl.\�J tif' �. m 33142 8" 1NV .W........................................................ 1\ S;5" (v (o 18" INV 1 EX. 8 NV E33i•�9 j 338:...:...:...:. .. .....:...:...:...:...:�:. II _ — — — :... _ -.:...:...T :....:...........:.......:.......:...:...: — 3o e -r5 : _ � )33�.0q_ — — - — — — :...:...:...:...:...:...:...'338 co 1i0 �$" CL -3 RCP STORM �- yap/ �� I --------------------------- ----------: --r— _ EX. 12" SEWER � � DRAIN PER TRACT 6410 �aJ %. F - - - - - - - _ - _ DATE 6/06/2014 — . . . . +_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX. 12" INV S= + r 3 r.� s, . �. �,,. (. ) . N PA JOB No. 12-2711 18" INV N -S= : : 336,12 N -S= 1$" INV W�:=a - - :�A� 33�� `'3� 3� ' . 8�±�iy aN 335.90 CONSTRUCT 156.0 ± 4 CONSTRUCT 322.4 ± S S CONSTRUCT 313.7 ± L' � SHEET 334 ........................... 12" -PVC SE-WER ® .0.-15% . . . . . . . . . . . . . . . . . . . . . . t>:V*&.010. . . . 12" PVC- SEWER. 0 0.15%. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .12". PVC -SEWER -®- 0.16% . . . . . . . . . . . . ........... . . . . . . . . . . . . . . .� .......................................................334 � 17+00 18+00 19+00 w"34'`9 20+00 21+00 22+00 23+00 24+00 25+00 J33� 26+00 27+00 28+00 Q SEWER AND STORM DRAIN TO BE CONSTRUCTED I NOTE "B"; CONTRACTOR SHALL INSTALL TEMPORARY PLUG IN MANHOLE FOR 18" PROFILE o3 WITH PHASE 2 CONSTRUCTION STORM DRAIN TO SOUTH (TO BE REMOVED WITH PHASE 2 CONSTRUCTION AND/OR T' WHEN TRACT 6410 STORM DRAIN IS CONSTRUCTED. N OF 7 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT _ O M INSTALL SEWER MAIN z INSTALL SEWER MAIN PER TRACT 6410 APPROVED PLANS F— INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE (n INSTALL TYPE "A" CATCH -BASIN M RIGHT-OF-WAY - - - -S- - EXISTING SEWER - -SD- - EXISTING STORM DRAIN -'� - - A - 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. NOTE "A": CONTRACTOR SHALL "OPEN CUT" EXISTING ASPHALT RECEIVING PITS FOR CONSTRUCTION OF NEW SEWER LATERALS AS SHOWN. SEWER LATERALS SHALL BE BORED TO RECEIVING PITS. SEE STREET PLANS FOR COPPERSTONE DETAILS, ALTERNATIVES AND DIMENSIONS NOT SHOWN. STREET \ I I I I II II I I - I r I� I I I I I II rR-4rr JJ�f%� I II \ I I I I I I I I I \ I I I I I W 1 K, 1 J 2 i F31I I I I I I I I I I 1 \ I I I I II II II I I SEE NOTE ELEC ----� -- -E- EC �) �� EL C = - - ELEC- / ---- - ----- 5--===� �D ° 10+30.02 SD---�--- — — S S 11 12 N 13 14 15 iC AL12+87 86 I I I I I II EC- --- - -- ---- -ELECT -- — — —L—ELEC 00 16 N 17 S 18 S S M M N 'ern) am EXISTING CURB & GUTTER-r M EXISTING WATER MAIN M M n� / 17r _W o -- _ _FE _ _ ----- _ vi - _ __ -_-- _ - _---_ ---_ -_ 4 I c TYP�ao a + , / + ++ II II 1 °° 1 6 I I �' � II I _ _ I I 10' TIE INTO EX. SEWER MAIN AS SHOWN. II o >_ II INSTALL 4" SEWER LATERAL m(� 'u")I 12 11 10 9 8 7 6 �I l a 11 20' I Z W �o Z z� _ O M w= z co Z F— LLI -H 2 (n Lv M Q Lli F WWW > U cD o WSW o Q (n v-- cn V) W O **= 20' WIDE SEWER EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD PER DOC. RECORDED 12/9/99 AS INSTRUMENT NO. 0199175178 O.R. to m co �iw NW .- cn 5 PHASE 1 RONROCK AVENUE Z J FEE O to = X z W Q .H 0) w 4-(/) O z FJ O X = wz -H a cV w toLLJ v --V) ZJ i= O �_ X Z W Q -H M 0) w + N 5't EXISTING SEWER 0 Ell 4' TYP�+ + 3 6 5' PAST WALL INSPECTION WORK NOTICE: NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL AN IMPROVEMENT AGREEMENT OR A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR SHALL OBTAIN A SEPARATE PERMIT FOR ANY WORK WITHIN EXISTING DEDICATED CITY RIGHT-OF-WAY. 1 Hl- n- m X W +I M � 00 350 ................ ... T� ti : . : . : . : . : .: . : .�� . APPROX/MA TE DES/GN GRADE ..: . : . . .: . : . : .... . . : . . . : . . . . . : . : 3rJO .� . . . . . . . . : : : : ABOVE SEWER :MAIN ......................................................... . — =-- — — — �-- -- . . . . . . . . . . . . . . — s_�__. _ ---. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 346 :...:......... ------:---- :-----:- _--:----:----:---------. -: W: �...:...:...:................................................................ ..................Cli:...:...:...:...:...:...:...:...:.. :...:...:...:346 :...:...:.. -.-_ �►---- ------------_-.--------'- _ _ __--I ---- s---.--.----- �-.--- _ _------ -- _--•�---.__- rr.-_____ _-------.--. -.........11 ............. I----------.-----I�---.--- II II. 342: ... :...:.. -.--. I-.---- --- -------_-------...: II II II: 1 I' I i 342 APi'ROXIMATE LOCATION OF . . : . . . . . . . . . . . . . . . . . I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . EXISTING 8" WATER MAIN ............................. 1 ......................l l . . . .. . . . . . . . . . . . . . . . . (PROTECT -IN PLACE) . . . . . . . . . . . . . . . . . . . . . . : _—.— _ _.------- _ —.-- i I I I I ............. 338. . . . . . . . . . . . 6/� --= —_ _--:__EX 8_ SEWER —:----_------� r—__----- ----- -- -- — —------------_ I I �\ : : : 8i �.—� _— EX 8_.SEWEf�—-- _ --I �`_ ---. . . . . . . . . . . . . . . . . 1 1 . . . . . 338 ��� 'Lv --------- ------ —EX 8" SEYIR--"_'------------I I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �F\ i -------- : . u' \ \. . . . . . . . . . . . . . . . . . . j . . 334:...:...x. 10+00 11+00 12+00 13+00 14+00 15+00 33416+00 17+00 18+00 1 900 PROFILE C) Q � 0 LTJ X LLL V) _ w V) WLj YW Q� II l ti II i� � U � a U O -002 W Q w F m LLa Z O W W Z W F Ly w=QZt-ZWw�O �c„xwZO>m FO"fLOO z-"cqU U m W xOw H Q wv�Z ww W Q wxv_ z�v~a,�o��x ga>'-ZZvoW3 Ow�cnW ooz ¢�►-�-�o 03f: z cq W OwLLO cAOQZU LUL, wo�¢��ouocon �°° coi)a x�w>_>0Uz wzw�awxIn0 ~xzI.w- o MOM: 002E W,° O ZO�cgJgZ> QwOwoxOHOO'w z2Wx O wwtLOZw Q Oazat -w>pwow Vlx- ZW~QWQOW LL Z m d Z Z Z V W ¢wW Uwp)wtWi > O W W¢¢ U Z a O = Z Q O Q O W O LL W M~~ x o wiQ�p0 OZx¢ FF Z D=1W W �Qz6x>oJO. FOQQZ>¢MLLZ OW=Qj >}55 Oww�•oDozww aoowz?¢m WWOOwz {� W> -(J) x x Ln it x O� W Z:D ►-�-oaF-Oow¢g -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' U Z _ O M �. z co W L O W z L r- 0 a. W M Q w� � WWW > U cD Lu WSW o X c/)LL 06 J 0 _Z -Y w m CV LU W N M C)6Z N O O Z W (75 N M W F_ _ N 0 O 0 `y ,�HEER 4c b, w U) N Z � � Z a. Q Z r w < � z UJ z> < < O am U ` � 1 O U) N W D O Z Z 00 Q Q0� w U w � z Lij_ o W w N 0 a. W w 9 z = Jm w� WWW Lu WSW o L. w oa ,�HEER 4c b, w U) N Z � � Z a. Q Z r w < � z UJ z> < < O am U ` � 1 O U) N W D O Z Z 00 Q Q0� w U w � DATE 6/06/2014 N PA JOB No. 12-2711 SHEET 0 CL. E 4 OF 7 SHEETS z O w� DATE 6/06/2014 N PA JOB No. 12-2711 SHEET 0 CL. E 4 OF 7 SHEETS CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE © INSTALL SEWER CLEANOUT LLI of INSTALL SEWER MAIN 00r- INSTALL SEWER MAIN PER TRACT 6410 d- APPROVED PLANS U INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE INSTALL TYPE "A" CATCH -BASIN - - RIGHT-OF-WAY - -S- - EXISTING SEWER - -SD- - EXISTING STORM DRAIN -'� - `L - 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. 8" SWR INV= 340.43 338.18 STORM DRAIN ECTION 5 N.T.S. 4011 1- d. p l- M 110 W ED �� J�J mw Ix J =J �_ tn0 NO Otn0 Un- coNO ,(n0 coxQ **= 20' WIDE SEWER EASEMENT IN FAVOR O Q O Z �0 Z O d'ZO Z IAO Z pw Lov- OF THE CITY OF BAKERSFIELD PER DOC. U V "V U o oV < RECORDED 12/9/99 AS INSTRUMENT NO. O U O oo 0 oo co 06 O O� 'het N N o'* 0000 W 0199175178 O.R. ,rj a: ,�j oo N o C'4 o octi O co i' cn 00 00 W 00 W + Kj NNS ^r N oor^- 0) N O MM cn to ++ ++ ntn •- 3 oto �� N 15 14 13 1 1, 90' 24 23 22 21 0 1 2 9 18 17 16 . 4e + o co co + 11' 34' I I + o + + o v 0 00 to o In n ,� In 18' 20 I + + + + + T N c o 4' TYP�o U) En N N -- — to COT I� cs � �r I I d• N r M 17+15.50 o to "o) "o) 'a) '.M i- o / N N CS N N N N N N N i i 15+42.44- -S--► - O • • 17+39.46 1$ co S �// c s _ s I T + — I — — —t — — -II • - 1 ----------- ---- a ------------ �� 10+00.00 11 12 wI 13 14 15 ----___--__ __====.16=====N= _______________" I // �� / ►7 ►7 N to M M 0 •d II to 15+69.52 � d M �---- It + ' t7 l i 11 0DLo O II 0)T I I L 4' T,P r- f coo M o n � N 0)+ +_ 11 128'} II O ± N N M if) N I I 18' o N N rn N N N N .11451 �cn 25 26 27 28 29 30 31 32 33 34 35 j U MZ Q Q m w CONSTRUCT PIPE SADDLE ® LATERALS (3 0 - PER C.O.B. STD. DWG. D-9 O W J IF SEPARATION IS LESS THAN 12 INCHES Of W PHASE 1 �a U� SIERRA MADRE AVENUE "' Y W �3 <w CONSTRUCT 254.3'± 18" -4 RCP w RGJ STORM DRAIN U D - paLLLL V1 W. m J zo%6 wZLL� cwwwwwWapo w w i z z z w w= o �mxwZ�>Fina t�LLF-�oC6 FoW—Up p xn �wix-�azcw a of --'"x'8660� awZ,o�-•Zp►-U- oza<Ofo ¢�►-�-rxo z oLL3:oz>-W Lu U m Cn WZY W W pap Z p W w>- >OUoZ - cow pwQ W mR, Lu I—c) moom oo ¢��pzoa p Z a N -L,1!2 z> z�owpwa�oo ZpwWw��OZQ ozpIr =aOaFw>zVwco - Z mt=Q W ¢O LLZ WZ w wU U W W Jaz U,LzucO p�mua=�=_ cLu >-�� Z o x U N W x W W �za~Ox>pJOm� wpb >w -w 0¢p OLL N Z> m¢ u) OFn Domww Qw_jWw0ZOjm ww00wz�vi>Q) Ex-Poa.PoaIxa2 6i Q p LLI of � w 00r- —L S S d- 00r- U — — � z ® 5SEWER < QJ M r7 M Q IM to Z N J J a 0 J J IJ_ u_ 0 V) U- LL- C6 d o w 5.46' -- o w m ZD 18" SD INV= CONSTRUCT 14.6± L.F. 18" CONSTRUCT 25.5± L.F. 18" 340.46 CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN 0 0.34% STORM DRAIN ® 0.20% 18" INV S= 18" INV N= 340.48 340.48 18" INV N -S -E= 8" SWR INV= 340.43 338.18 STORM DRAIN ECTION 5 N.T.S. 4011 1- d. p l- M 110 W ED �� J�J mw Ix J =J �_ tn0 NO Otn0 Un- coNO ,(n0 coxQ **= 20' WIDE SEWER EASEMENT IN FAVOR O Q O Z �0 Z O d'ZO Z IAO Z pw Lov- OF THE CITY OF BAKERSFIELD PER DOC. U V "V U o oV < RECORDED 12/9/99 AS INSTRUMENT NO. O U O oo 0 oo co 06 O O� 'het N N o'* 0000 W 0199175178 O.R. ,rj a: ,�j oo N o C'4 o octi O co i' cn 00 00 W 00 W + Kj NNS ^r N oor^- 0) N O MM cn to ++ ++ ntn •- 3 oto �� N 15 14 13 1 1, 90' 24 23 22 21 0 1 2 9 18 17 16 . 4e + o co co + 11' 34' I I + o + + o v 0 00 to o In n ,� In 18' 20 I + + + + + T N c o 4' TYP�o U) En N N -- — to COT I� cs � �r I I d• N r M 17+15.50 o to "o) "o) 'a) '.M i- o / N N CS N N N N N N N i i 15+42.44- -S--► - O • • 17+39.46 1$ co S �// c s _ s I T + — I — — —t — — -II • - 1 ----------- ---- a ------------ �� 10+00.00 11 12 wI 13 14 15 ----___--__ __====.16=====N= _______________" I // �� / ►7 ►7 N to M M 0 •d II to 15+69.52 � d M �---- It + ' t7 l i 11 0DLo O II 0)T I I L 4' T,P r- f coo M o n � N 0)+ +_ 11 128'} II O ± N N M if) N I I 18' o N N rn N N N N .11451 �cn 25 26 27 28 29 30 31 32 33 34 35 j U MZ Q Q m w CONSTRUCT PIPE SADDLE ® LATERALS (3 0 - PER C.O.B. STD. DWG. D-9 O W J IF SEPARATION IS LESS THAN 12 INCHES Of W PHASE 1 �a U� SIERRA MADRE AVENUE "' Y W �3 <w CONSTRUCT 254.3'± 18" -4 RCP w RGJ STORM DRAIN U D - paLLLL V1 W. m J zo%6 wZLL� cwwwwwWapo w w i z z z w w= o �mxwZ�>Fina t�LLF-�oC6 FoW—Up p xn �wix-�azcw a of --'"x'8660� awZ,o�-•Zp►-U- oza<Ofo ¢�►-�-rxo z oLL3:oz>-W Lu U m Cn WZY W W pap Z p W w>- >OUoZ - cow pwQ W mR, Lu I—c) moom oo ¢��pzoa p Z a N -L,1!2 z> z�owpwa�oo ZpwWw��OZQ ozpIr =aOaFw>zVwco - Z mt=Q W ¢O LLZ WZ w wU U W W Jaz U,LzucO p�mua=�=_ cLu >-�� Z o x U N W x W W �za~Ox>pJOm� wpb >w -w 0¢p OLL N Z> m¢ u) OFn Domww Qw_jWw0ZOjm ww00wz�vi>Q) Ex-Poa.PoaIxa2 -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' U _ Z o M rno cv W Z E o W u M Q>�� �o 0) X CO3 u_ `^ v! Q Z Y Q W m N C6 W N M Z o U) c'4 W z co �, W r r �--� N t9 �/ o 0 0 0 N L t 6i Q p LLI of � w a LL Ix w Z w 0 —L S S S- Q W U — — � z ® 5SEWER < QJ M J Q Z %LLJ d v� a S 0 1s�9321 * II -N- HORIZONTAL: 1"=40' VERTICAL: 1"=4' U _ Z o M rno cv W Z E o W u M Q>�� �o 0) X CO3 u_ `^ v! Q Z Y Q W m N C6 W N M Z o U) c'4 W z co �, W r r �--� N t9 �/ o 0 0 0 N L t 6i Q p � w a LL Ix w Z w 0 o z = w �W> U- m w U Ix 0-101M lw in b/ O ��G\HEER co 00 W cn 4 M J d v� S 0 1s�9321 * t U) N Q 0.Q W Z Z Q (n W W Q w 0-0. VJ N r-) O Q Z co 0. QQ0 L.L.. L. W U a U ui Q ..� & � -� LLJ J LL WU U)�O �J J�J ��-W-� ��J JDZ to O to 0 ZZ Z= OZ= dZ= oz= OWE OQ OZ C-) LLI`OQ z 00Z Ing OUJ �0 Lf) oco.I O� do'���i1 NCV 0 003 W 000 000 LLI 0)0) 3 0404 (dr- 000 r- (/) WN r- M W 350 ....................................................... c/)�`r' `^ �N 354 cv o : v) U). . . . . . . . . . . . . . ��' ms's . . . . . . . . . . . . . . . 1,// : : . : . . . . . . . . . . . . . . . APPROX/MA TE DESIGN GRADE* . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . � . ABOVE SEWER uAIN 4'��� 346 ............. ................... ........... --- . . _ ._ : �___ � � — . . . 346 — --- --T CONSTRUCT PIPE SADDLE ® LATERALS o PER C.D.B. STD.- DWG. D-9 IF SEPARATION • IS LESS THAN 12 INCHES 0 ................... ............................................................ ........................ ............................... �I........... o, 342:........... .....:...:...:... .......... ..:...:...:...:.. II o ............ . . . . . . . . . . . . .. ......... ......................... ... .. ................. . �et%WS-3.40- 342 �g"►:•*�F$ II ���� oM :NOTE: VERIFY EXISTING LOCATION AND ELEVATION IN 1• '�' �' FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER N . . . . . . . . . . . . . ,yL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .18" .INV.t--S-cEr . . . . . . . . . . . . . . . . . . . . . . . . . (I . .,L�M . . / . . . ........ . may: 33ao•s� 18" INv =w= I I ^�, IF THERE ARE ANY DISCREPANCIES. 338' ...:...:...: �� :...:...:...:...:...:...: :...:...:_14Q-+5 340-6911 II �s ' "''� �v.iq' `�} 338 DATE 6/06/2014 �'►i o� — — — — N PA JOB No. 12-2711 tK EX. 8" SEWER 89 ,3Dc���� :.......:...:.......................... 8�..................................................°c.y'��............... �.(9.�....... SHEET �� o E CONSTRUCT.100.0'� CONSTRUCT 305.5'.± CONSTRUCT 396.0'± x. F 334" ............ 6" RVE SEWER 1:00% . . . 8" PVC SEWER• ®0.35%. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3�� :334 8 - PVE •SEWER c�• 0.35% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0 -E PROFILE N OF 7 SHEETS �-a- Z O co W 338' ...:...:...: �� :...:...:...:...:...:...: :...:...:_14Q-+5 340-6911 II �s ' "''� �v.iq' `�} 338 DATE 6/06/2014 �'►i o� — — — — N PA JOB No. 12-2711 tK EX. 8" SEWER 89 ,3Dc���� :.......:...:.......................... 8�..................................................°c.y'��............... �.(9.�....... SHEET �� o E CONSTRUCT.100.0'� CONSTRUCT 305.5'.± CONSTRUCT 396.0'± x. F 334" ............ 6" RVE SEWER 1:00% . . . 8" PVC SEWER• ®0.35%. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3�� :334 8 - PVE •SEWER c�• 0.35% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+0 -E PROFILE N OF 7 SHEETS �-a- CONSTRUCTION NOTES OO INSTALL SEWER MANHOLE Oc INSTALL SEWER CLEANOUT - Lo to Lo INSTALL SEWER MAIN INSTALL SEWER MAIN PER TRACT 6410 ui APPROVED PLANS J INSTALL STORM DRAIN ® INSTALL STORM DRAIN MANHOLE om W INSTALL TYPE "A" CATCH -BASIN - RIGHT-OF-WAY - - -S- - EXISTING SEWER - -SD- - EXISTING STORM DRAIN --dL - - - EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION Z ' / LL. w CL z w 2 w ¢ i - w � ( D w � m m o a F- 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. PHASE 1 CONSTRUCT 25± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% 18" INV S= 340.57 DIORITE COURT NOTE: CONSTRUCT SEWER MAIN AND LATERALS WITHIN DIORITE COURT PER APPROVED TRACT 6410 PHASES 1-3 SEWER AND STORM DRAIN PLANS AS PREPARED BY DELMARTER AND DEIFEL (IF NOT ALREADY CONSTRUCTED). 14- r- 0-r- z ro ui - Lo to Lo 1,1mom ui J zuz _jM U - p U- i/S U- J L U- om W 0-5' 5' � Q- M c.j oo r. z 18" SD INV= 340.54 8" SWR INV= 338.06 CONSTRUCT 15± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.337. �18" INV N= 340.57 " INV N -S -E= 340.52 STORM DRAIN SECTION C.,i N.T.S. CONSTRUCT 105.8'± 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% =W Ir V)O Z = 0 U � O w 06 W 00 W r cn r�i Q F_ O W ry 11J U) _ ICY- V) wW Y Q ) U UOW =W :W =W O O N= Z= Z= Z= Z Z Z= O Z O Z oz oz O a O Z U a U Q U U LLJ U U U rn 2 M p O It p p to i D QO 06 p 10 Ir N NN ISN ap O 3 1� 350. + ............... 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OF 7 SHEETS U D NF- O Z Z U J 00 O w O rnw ' 11to O � I / to - — — � 10+00.00 — %c –T -I d 00 a / z Ix w — a ui z I� + w I �- W , 12 O w U w Q U) w 0 0 U OW I2� J (nO Z = Z U � (o EL' W 10 I 9 ( 8 I 7 I 6 0 CD Lo O ¢'T�(P V_N N M M M M M M — 1-� — — 12 — 13 0) N N N N co O 13 C4 Lo 00 r N N + 14 15 16 17 No v CONSTRUCTION NOTES to it w �W t cno Ii ® �aUO mOJ wOwf- p. 5 4 INSTALL SEWER MANHOLEALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS Z " % w w 2 t g Z `- © INSTALL SEWER CLEANOUT OTHERWISE NOTED. cn'T nwT w�xzF-x> 00 —co M 22 I INSTALL SEWER MAIN ALL SEWER LATERALS ARE 4 UNLESS OTHERWISE NOTED. _ of LL� ffil<zZ o z w o = w zo �„ Lu �- "' v (/� w ca q D INSTALL SEWER MAIN PER TRACT 6410 APPROVED PLANS ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. z w w" o a W a'x 5,2X:Mz 0� w w w Q z w § LL W Z E �• o N U) o wxo xwmc� c�"T'=mwwmg' W M INSTALL STORM DRAIN ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5 OF COVER AT GUTTER a w Z Z o � z > V r FLOWLINE AND A 2.25' MIN. - 7' MAX. 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