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HomeMy WebLinkAbout1.2-7248 Ph 2 & 3REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE .••- 10010m.,ii 0 11, ' EM 1� 1- Ot- t 15— PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS C. FIDLER, R.C.E. 61069 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: A PORTION OF PARCEL 8 OF PARCEL MAP NO. 12100, ALSO BEING A PORTION OF THE NORTHEAST 1/4 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. Lu i I I I I I I J u 1 LLC ] I ocJ l--02 ' STOCKDALE QTR -6223 "1 -7' TR -6001 "C',. ��� I� o HIGH jL�1 L—I L� z �� 5 �_�� �� SCHOOL t WHITE LANE _ LOT 1 PM No. zlll LOT 2 LLA No. 11861 I mt t I LLA No. 13 -0176 )12-0351 0 �0 ; LOT , PROJECT of I I LLA No. 12 -0133 r^ � � � ! SITE LEA No. kTR-;6l ! I 0)\ �\ 13 -0178 Iz MUIRLANDS '����� Q LOT 3/ "' > LLA No. 13 -0176 jw CD TR -6116 I I LOT 2 • �.`\ \ ,�,'� C.` �� cr n. r; _ I I LLA No. 12 -0133 ty-i i LOT 2 DRIVE q REMAINDER OF LLA Na 13 -t>779 PARCEL A t Z c w TR -5135 I OF P.M.W. 08 -1182 I I 18� m 9 t ! VTPM 11838 I ! m LOT 4 1 1 w TR -5186 LLA No. . . 1 1 i o VTPM 11838 12 -0133 1 I I Iz WEST MING SPECIFIC PLAN AREA VICINITY MAP NO SCALE P HASES IMIl J AK RSFI LD CALIFORNIA z W L�J B LL W W z NOTE 0 AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC Z WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN W 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. 0 0.0 O w O UA vwimwc jj2.z< a¢z0 ~rE zOz z w w Z O j 0 cnu. �pO� =�jU zr0rU) 000,�o� awCL004a=W "z Q 0 �¢�rr�o z 0�0 oZrww viwo�UViU¢ZU ww� - >OV y=ww Qwzw��wF -u�0 Q� =oz��ooW wt=m �zu IS z z0 �Ln a ¢ 1p<> zOwww o °z- O w OaOa =v >n�O v= U w L- z w Q p w tirZm�'S t¢- - U) c/) a >W OW U w U) 2- O cA W S=ZQUwz0 Z O w 0" W m= r <¢ :wOww�2O 0 xw W S� z¢¢ O p }W- � JO�F- 00wO�w-wswp w a O Z� m m Q >OUn!- C7 -O��w ¢ 0 O_ J , LU 0- 1— ca rrc�a rv0w¢2 I:F 0_ V) W 0 p a m Z z OWZtn p-i00 cri ZQOW 0WU?W0�= L �- WmCCWO_U'), �0QXO' Z JU W U3 O m < Z: Lj ) 0 LLJ Z o0V) << w0 Of® �oz�m� wOU< pOWQO U l- Z m m =I- x O W>-pOZnm W :2WCL�J"r Z::) Li O > � Apo -i�p °0m ZI--w<w0wm OwI�W=Zujr -' F- mV) OF -01-p Q W ot=:- U W Y_ tZ F LL om?00 v)Iv W - 0 - O Z Z W Q J LLJ a oZ>- 0 � m QaVQQp�pl w Q ���aN ZO1�OpU 0! -jc) 0szp�_j0 CLLL1} o0(nUo WXJZQ � W w W �0CL� pW(n ``I> -0LLJ '�xow moo�000w m TEN TATI VE - TENTATIVE TRACT 7246 TRACT 7247 ®�� /r \ ice/ � -, � MATERIALS LIST SHEET No. INDEX ' �C ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. O TITLE SHEET e / NOT TO BE USED FOR BIDDING PURPOSES. ® STANDARD NOTES & DETAILS `° �/ \ / !� /x // \ ' ' APARTMENTS SEWER PHASE 2 PHASE 3 3 RENAISSANCE COURT y 8" SEWER MAIN 807 LF 788 LF HELENA WAY ° ®� /�� �-1 17 6'� SEWER MAIN 200 LF 624 LF i ,C / / �, /�/ �fl# ,� 18 4 SEWER (LATERALS) 744 EA 1,418 EA ®WOODLAWN WAY J / i l (� q�s 19 SEWER MANHOLES 6 EA 6 EA - �\ i % / / l�� 20 05 JUBILEE LANE SS #1 , , 3 SEWER CLEANOUTS 2 EA 0 EA - / 15 ADJUST MANHOLES TO FINISH GRADE 6 EA 6 EA O HOLLYBROOK LANE ��� // �/ / '� _ ` S, 14 URT� S ADJUST CLEANOUTS TO FINISH GRADE 2 EA 0 EA MAGEN� -A DRI�fE -/ / �/ l (I 13 s #2 CD I I TIE -IN 0 EA 2 EA ` / / / �J�/ 7 12 , I STORM DRAIN �� , / /A , / / /�, co #2 8 9 1$" R.C.P. STORM DRAIN 34 LF 0 LF �� / < / / \ D FIFA' 10� 31 1 s TYPE "A" CATCH BASINS 3 EA 0 EA % / / , \ \� sB #B JB c D ss# j y1, 4 1, e sump I { TIE -IN 3 EA 0 EA / % / ,'� / s ss #3 3 0 I I D sS #5 TENTATIVE / \\ TRACT 7247 // `\ \ r 39 / 5 P 3% 2 B `Dz D 1 J 6 #E I I � � l f Py�s 2 SHEET INDEX NUMBER NOTE. . SEWER MAIN AND LATERALS ALONG MAGENTA DRIVE WILL � / ? ` / / , 1 s 37 1' N E 3 3 U) BE BUILT PER PARCEL MAP 12100 SEWER AND STORM DRAIN X / / 36 i 1 s0 SS #12 SEWER MANHOLE W /NUMBER / /� / / / S #6 �C35 /S341 33 1 32 j 31 PG &E a PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND / �.� / Q -1 J z © CO #12 SEWER CLEANOUT W /NUMBER DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY ��N `� / �. \ �/ / 22 23 B��F 5 �.J ss #� ss D #c SUB STATION m © SD #12 STORM DRAIN MANHOLE W /NUMBER DISCREPANCIES). ��qc �.�� �� 24 DTI JB #12 STORM DRAIN JUNCTION BOX W /NUMBER NOTE: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY, GCB #12 CATCH BASIN W /NUMBER JUBILEE LANE AND MAGENTA DRIVE WILL BE BUILT PER PARCEL PROPOSED SEWER MAIN MAP 12100 SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND DEPTH IN FIELD AND -_ -- PROPOSED STORM DRAIN NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES). UNDERGROUND SERVICE ALERT ---S---- EXISTING SEWER MAIN OF SOUTHERN CALIFORNIA —Su 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 t = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN ♦ \ r* ♦ DIAL TOLL FREE 1- 800.227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG 21 20 25 26 A E s0 #D ss# 19 / 27 28 29 30 I SSA 018 1 1 I e 1 SS# 16 0 15 14 f 13 112 1 I 1 - l I 7 6 _ NE _ I SID B 4 / -- TRACT 7Z7AI '4 IRAC r>r 7288 , KEY MAP- SCALE: 1' =200' PHASE 1 1 C.O.B. RECORDS No. 0 N ZT 3 w Li _ cn z 0 ch w t 0 V) I I 00 N t- t- / O I tY V) aC N F_ F- L z Q co <r N r` U 0 0 a E 0 Ln t` N / 7V _ L Q M � ttD (0 W z c: W Q a v 6x ca U A 0 LL Vr ) z ,C m N ,,max W (c° W Z 43 O Z W ra W _ r F N co Q(.0 Q 0^ N 1.4.. � L V Q rn w > U d O� W O o �y of o��31S /038 .k SAP Z CLQ J z� 0� "It p CN w P%lamw z o~ `n � U� z�~ 00.000 a E- w 3: w c/) 1 Li 0 Q W CN LLI U- O tY w w = CL 0 m i Z w w W L) L o ¢ LL a 0 a V Q rn w > U d O� W O o �y of o��31S /038 .k SAP Z CLQ J z� 0� "It p CN w P%lamw z o~ `n � U� z�~ 00.000 a E- w 3: w c/) DATE 12/30/2014 PA JOB No. 13 -2750H SHEET OF 7 SHEETS z 0 LLI DATE 12/30/2014 PA JOB No. 13 -2750H SHEET OF 7 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT -OF -WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT -OF -WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326 -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR 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 RESTAK►NG 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. QB SEWER SPECIFICATIONS 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT -OF -WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE - FITTINGS SHALL BE INJECTION MOLDED IN -LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 45° ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. STAMP "S" ON CURB FACE FOR ALL SEWER LATERALS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. COB SEWER SPECIFICATIONS (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 PLAN;. (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, THEREOF UNLESS OTHERWISE NOTED) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D -8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS SW -4 MANHOLE, TYPE "A" ® D -9 PIPE SADDLE DETAIL ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D -10 SIDEWALK UNDERDRAIN ® SW -6 6" CLEAN OUT ❑ D -11 DRAINAGE BASIN ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ❑ D -12 CHAIN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ❑ D -13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D -14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CATCH BASIN, TYPE "A -1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D -16 GUTTER DEPRESSIONS ❑ D -1 INTENSITY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RATIONAL METHOD RUNOFF COEFFICIENTS ® D -18 MANHOLE, TYPE "B" ❑ D -3 CHANNEL PROTECTION ❑ D -19 DRAINAGE WELL, TYPE "B" ❑ D -4 CHANNEL PROTECTION ® ST -22 DATED 1/11 /99 TRENCH BACKFILL & COMPACTION ❑ D -5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES ® SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) CURVED PIPE NOTE: CONTRACTOR SHALL DEFLECT JOINTS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS TO ACHIEVE CURVE RADIUS AS SHOWN ON PLANS. 0 v p a U wp w O v� CO z0rau wzi_ uwimw-Zuj ij a¢ z h w z p O Z �ZCr W m . WZp > =viU ZCSnw LL zE~- Q cn0�-O�- a z Z U w a p O w i U z w F--0 ¢wont °zm� uSwwowwlv;mZo 23i::2mgo�000_ ww>- >ovZi�X 0w <w��w�-<n0 ww�'z Z�DOO J oo�¢Qwozo2 zt pw0 W ¢F-00 2 = U z Q vi 0- �� a Z Z= p w Q Q O w z E i w> 0 U) 0 QwOZ=vOZZu_ U~ z W~ Q U¢ 5 W Ll U? O W 3 w w p W LL ui < �=z U Z� cnw z�za U0 o w 8 t w a or C�u3w =� W Z¢Q0Q 2 � W �zzo = > °�ov�G 9 w 03: w w= w zp � pQO�Z7cn u o}cw»�c�`np`n�w CO w0Wwv�zOjm w w O o w z< 0a -0 �_z_0aa..�0owaZ> z M Cn rn U) o Lu z fQ > U �- V CD cn a� x U) LL (f) Z CD Qxm_N 06 w N C D W _Z a� '04 Z W ` w C3 Q0 0 0 N L ��G��yEER �c bi 2 aQ� 00 d0 4 tn > C) w o i 0 w z N w LL w w L.L - 0 Z w w � w w LL. a o a ��G��yEER �c bi 2 aQ� 00 d0 4 tn > C) w o I Ob N i 0 cn i 00 N z Q 00 Nrl- Q w 0 U) O z 0 Q 0 z Q m z 0 z 00 w L.L 0 �J 0 U) � z Q o M 3 a Li W w T_ � W z 0 0 I Ob N i 0 cn i 00 N z Q 00 Nrl- Q w 0 U) O z 0 Q 0 z Q m z 0 w d DATE 12/30/2014 i PA JOB No. 13 -2750H Q) SHEET 0 L Q i M 0 2 OF 7 SHEETS • 1' • • 0 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANDUT 58.91' INSTALL SEWER C2 i INSTALL STORM DRAIN - -- 0 INSTALL STORM DRAIN MANHOLE Im INSTALL STORM DRAIN JUNCTION BOX O V INSTALL TYPE "A" CATCH —BASIN — — RIGHT —OF —WAY Nth _EX S— EXISTING SEWER dU (V t7 —EX SD EXISTING STORM DRAIN � EXISTING EDGE OF PAVEMENT o Oa (A –m 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. iI � �L�t: I i iI \ 1 1111 i I Ar 1111 \ 111111 `p� i 1111 \ 111111 ' i1111i \ 1111\1 \\\ \ \\ \ \\\ \ \ \11 1 \ \\ \\\ t \i 50, \ 30 1 W 0 \ SW 00 � SQV P RP 121 �� P PR PR,vEt M RNS� �R15) PL SEA ul—I� s3 FG' 6 ISTALL 100.0'± L.F. PVC SEWER ® 0.5C F- I� + 362 :...:................ 358' ...:...:...:. 354 ..................... 350 :...:...:...:...:...: INSTALL 1 ' PVC SEA ± L. F. ® 0.35% 346 ............ X115 .���\\ : . . . . . . . . . . . . . 9 . , 9 +00 .......:��,�� 10 +00 11+00 12 +00 SEWER LINE PROFILE ....362 .............358 3 .............354 :...:....350 ..........346 13 +00 SQUARE pRIVE PARK 12100 SEE P ARCEt- AP S SEWER So PLAN tl '115'i5'11 ' 1' � 11 iII 515'16 130' 5' ��1 tit�is/ s/)N 1 1 11 ` 11 11 1 i i i 1 11 � it ii 11 � 11 11 11 i11 °� i i \1� l i l 11 0' 11 i1 i I 1 c 11 li 1V�7 1 I it W Op U °+ O0 cn Qi HORIZONTAL: 1"=40' VERTICAL: 1"=4' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 300.00' 58.91' 11'15'01" 29.55' C2 300.00' 48.34' 9'i 3'59" 24.22' C3 732.00' 193.31' 15'07'52" 97.22' NOTE B: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY, JUBILEE LANE AND MAGENTA DRIVE 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. I� J J� :D a!z MtM 7 C( cfl cp oo& �I l / / X 1 k 2�4 352:... :...:... INSTALL 53.1'± L.F. 8" PVC SEWER 0 0.3 Qut J O O z O z u v ;Z' Ld 61 w +. cn Nt ILI -------- - - ------------ INSTALL 186.0'± L.F. PVC SEWER ® 0.3° �zl INSTALL 100.0'± L.F. ICU 'Z �H 0 6" PVC SEWER 0.5 �r II C� ¢ lI C9 tb li ►-- N 11 U U m un �r1 C0 U) z X w(F- X J= H 1- zrv�cnooE ai~ W c'a M OOw m old z m O `tw m bv~s� `ACS O V O �� W d N �-oo Q u?00 00a Nth z Mrs j U �n U dU (V t7 00 �O+ � <0 to W ^Q � at 356. . o Oa (A –m o v ++ w +- OO (n 00 N =+ + - . . : . . . : . . . : N O r . . . . . .,0 . ........... �. 2�4 352:... :...:... INSTALL 53.1'± L.F. 8" PVC SEWER 0 0.3 Qut J O O z O z u v ;Z' Ld 61 w +. cn Nt ILI -------- - - ------------ INSTALL 186.0'± L.F. PVC SEWER ® 0.3° �zl ICU 'Z �H 0 ZwOcatzu wow; �r cnm=Z�W¢po Nxm W m j z u= E z 0 z O( O CIOX m un �r1 C0 U) z Oz x �mU vw 0 c zrv�cnooE ai~ W c'a M �w F O O fi z d tY N 00 w (6,t I ND p- 0 mwz;02wzmx ++ N tP+_ o 1 ' �y APPRaXIMA 7E DESIGN GRADE O>"zmclw, -g0* ('') t6 Z Q) O ABOVE SEWER AND .STORM DRAIN w ? \ �+ Z ,- M W (n T W r S�� S aN HORIZONTAL: 1"=40' VERTICAL: 1"=4' X O M 0 z U z -- .........356 ------------ - - - - -- �_l,,. ... ... . . . ............ ............................352 s AI �4/ I II II It ��s� � ��. \�� ��'t . . . . . . . . . . II 348 . . fl it It � II �tiL II. i • t t . . .6" NV E= . I t . . . . . . . 1 I t I 11' f i I I. 348..75 I I .1 1. . . . . . . . . . :348 . 1 1 1 i I I t I. 18" INV E= I ll± • i l I i. ' I .t . ---=- - - - -- 8" INV I I 345.08 --- - - -- l---- . . . . . . . . . . . . . . - - . . . . -- 347.18 I r• -� tl II t 1 I I I •1 r - - -r . -- - - -- -i f. 1 344: �i ii i EXISTING 42" i i EXISTING 42" + 1' . . . . . . i i STORM DRAIN (TYP) ' I t STORM QRAIN TYP 4 1 y Ill i I I 1 . . . . . . . . . . . I I' I I N. (. ). i t I L ___ 11 i 1 111f •24 "• INV- S= ...... 344 -- --- - - - --1 ----------=----- ' - - - - -- I I ±lit 344.58 42" INV N -E= J L-J 42" INV E -W= J ------------------------ - - - --I - -- Iilt . • 342.92. . �2" INV-E -W= ------- - - - - -- - 342.91: ' 342.86 42 INV'E -W= --------- - - - - -. -- i 342.70 42" 1NV 'W= 342.58. . . 3 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : I 48" INV N= 342.58 ......1 .............340 ........................ ......... NOTE: STORM DRAIN. SHOWN. IS PROPOSED PER PAR -CEL MAP 12100, SEWER 'STORM .DRAIN PLANS) 36............ ......................... ......... 11 +00 13 +00 ............. 14 +00 ...:336 12 +00 ll�FWFR— qTt1RAA r)D AIKI oonmi r- . � •••� •�•• �e �� ��� • ! 9 \V1 ILL ©2 0 ZwOcatzu wow; �r cnm=Z�W¢po r z a m j z u= E z 0 z co z w =¢z ;Q m =° xwcn=wz > `npo lw- m un �r1 C0 U) cnti1-r0UZI U z w 0 0 Q 0 /� O V i t Z' U, Z <L 0 c zrv�cnooE ai~ W c'a M �w F O < > r a�0=OZ W < mr tt—_,� V t9 ¢�F =Z F-� <&0 � 0¢ m U zp i0l y- Q i Z z�ii Zco 0 O p z O a !L 6 p- 0 mwz;02wzmx Z a =Q�cn�wF_cn0 m Q QF zQZWO00 oo3a3�:wnZO¢ w CN L.0 O>"zmclw, -g0* ('') t6 Z Q) O O CL w ? �awacn��Zz =pw °a¢ �+ Z ,- M W (n za W r a.z2F -w> a =- zwOQpz� "_ N (¢jipwF- ;¢ U) v3 V C0 O wwa W ��Q~tc?nu> m U 2LuLL O - wmo N O r xZ Q Q = U O w CL ¢ p a x ¢vS=- �ww� ~O zp2UsQ�z- a = rw d¢O >� JOcii� fl�O��ww = wp m wwo– m O •- -� nr F- cn0v�- z.=.t?z0¢m w0O W wu, 3,wieZQ�y co � w w 3 _> U U V Z J � a z co w � d- w 0 ~ o �U v Q w D � U 0 �r ° zN 3 a Ljj W Of 1 � 0 c w 0 F- �- Lu N CL w � I- ui w I O CL w ? = J } z � C7 w w m Q z I- � o I- © w W < Of LL a � w w 3 _> U U V Z J � a z co w � d- w 0 ~ o �U v Q w D � U cn co cn N i 0 X11 1 I I 00 0 C\- ° zN 3 a Ljj W Of 1 � 0 c cn co cn N i 0 X11 1 I I 00 C\- N r` F- F- z � Q z 0 a ui GATE 12/30/2014 PA JOB N0. 13 -2750H c SHEET > 0 a } N OF 7 SHEETS CONSTRUCTION NOTES RADIUS LENGTH I DELTA SO INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT INSTALL SEWER J - -- INSTALL STORM DRAIN _ - - - - -- - OD INSTALL STORM DRAIN MANHOLE Im INSTALL STORM DRAIN JUNCTION BOX > INSTALL TYPE "A" CATCH -BASIN 0 RIGHT -OF -WAY - - LL EXISTING SEWER EX S— —EX SD— EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT uj W w SD STORM DRAIN STATION SS SANITARY SEWER STATION 110 eY V) O —X O w Uri m rnu') L.orn L(i + 0)0) fp 0) V) M&P 24" IN' 345.58 (SEE cL,� � 336 :.. J. _ 10 +00 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. � 1p N N � ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. _ _ ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. Iri L` L` 5' 5 ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER z° FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. n n IN CUL -DE -SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER It LATERALS ARE ON CURVE ALONG STREET RIGHT -OF -WAY. II II SEE NOTE "A" 8" INV= , 347.03 + _ It II I _~Ili 18" INV E= 18" IN E_ 24" INV N -S= 344.66 (344.62) 18' INV W_ (344.61) CONSTRUCT 14.7± L.F. 18" CL -3 RCP w /RGJ (344.61) STORM DRAIN ® 0.25% (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) STORM DRAIN SECTION ^, N.T.S. 1� JE - F INSTALL 124.6'± L.F. 8" PVC SEWER 0 0.35% HP' X PROPOSED SUMP Z (SEE GRADING PLAN) O F_ U z D q Ln PHASES 2 & 3 WOODLAWN WAY INSTALL 137.4'± L.F. PVC SEWER 0 0.35% INSTALL 290.5'± L.F. ' PVC SEWER 0 0.35% — 1 n n I I n 11 II II II II 8" SWR INV= + 347.14 --------------------- ;I , CONSTRUCT 4.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 1.03% I, p 18" INV= �� 1 345.18 ------------- - - - - - I 18" INV= -I (345.13) 42" INV W= 342.58 - 48" INV N= 342.58 (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) STORM DRAIN SECTION n, N.T.S. I , HORIZONTAL: 1"=40' VERTICAL: 1 " =4' N w a z ui g 3 t�1 (n ' *% �9 /SS T2, 30 0 to RADIUS LENGTH I DELTA ITANGENT Cl r � 1 8'44'34" 1 38.22' J J m �k 5$5' 5' o u- O Z � 0 U — 1 n n I I n 11 II II II II 8" SWR INV= + 347.14 --------------------- ;I , CONSTRUCT 4.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN 0 1.03% I, p 18" INV= �� 1 345.18 ------------- - - - - - I 18" INV= -I (345.13) 42" INV W= 342.58 - 48" INV N= 342.58 (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) STORM DRAIN SECTION n, N.T.S. I , HORIZONTAL: 1"=40' VERTICAL: 1 " =4' N w a z ui g 3 t�1 (n ' *% �9 /SS T2, 30 0 to RADIUS LENGTH I DELTA ITANGENT Cl 500.00' 76.29' 1 8'44'34" 1 38.22' J J m �k RLW��` LL I.L. D m 0 5-'—` U 0 z LU LL 18" INV= 344.85 CONSTRUCT 14.7± L.F. 18" CL -3 RCP w /RGJ STORM DRAIN ® 0.25% CURVE TABLE CURVE RADIUS LENGTH I DELTA ITANGENT Cl 500.00' 76.29' 1 8'44'34" 1 38.22' n n I, „ it it 11 8" INV= 11 18INV = - —� (344.81) I I - , 18" IN it Ii (344.80) fill I II II I � 1 + 11 I 48" INV E -S= SEE NOTE "A" I \� V i (342.53) 1 48" INV= ------------ --- - - - - -- i - (342.48) -- _ 1 _ (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) STORM DRAIN SE TION kl��llj N.T.S. ND—T A, CONTRACTOR SHALL CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. DWG. D -9. NO_ TE B: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY, JUBILEE LANE AND MAGENTA DRIVE 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). ............................356 .352 .........................348 Ii .... 344 I1. . . I I L �E- S= ... ............................... -342.53 ' ........ :.............. .:............... :........................ . 1.........340 11+00 12 +00 13 +00 SEINER —STORM DRAIN PROFILE ..............:................ ............................... :336 14 +00 15 +00 16 +00 17 +00 6 U – 2 E 2 w0 w LL_ w C" J zov,lE wZ�� wl� Cmiz arcnm> W �0 2 w F Q z w a w = o w = w w0 zFU~��o7�t° �a00�w3) cncwn0 Zz��c�srzo' -° u s}ua -CWT viuwi� °wW ��mz0 g3j o:swgo °oa ww>_ j0<?z=�a �wQww� ono a FOZj�ooOm wu. -z -� cn� o03¢QWwza¢ Z�o°0wa�o'o WF�❑Ua Ooz�=Ow0¢< `Z=Uw-,2) w z -zw '<z'—ww u.z m�al�zzv a�cwn�ao0w��o cnw�2ZQUZ0cn °zaol;owir��� wctj �c=nz�O>�OP z¢ o zz¢oi >o�°uw o.0 E' -C9 -O �5w W cn QW�LL,US o;m ww00wz<0>•w d _ Z o co cn Lu W z �� o r W � ch Q > 'r- LL. co 0 r.0 +� T X 4- (� LL. U) z s < 00 W � CC3 C1mot W N cy) W Z N O a U) " L u W z U) r, j co Q O 0 C1' CIL f z O RLW��` N IL LU LL O uj W w = �- QJm l' WWI i-- � wl o ��� Boa_ UL0-1 b � � Q L,, 3 _> v ° o w c' o C VJ Z EL z a 0 0 Z ry W C r7 N W J 7u) cf) I 0 I I ,;I- c\1 t\ I-- f— cn I cn all N cn z Q Q_ co �t N 1 Ln z O RLW��` DATE 12/30/2014 i PA JOB No. 13 -2750H SHEET 0 Q E 0 OF 7 SHEETS CONSTRUCTION NOTES °o SHEET 4) (n 00 '- 0 INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT W 6' 5 5' 1 I I INSTALL SEWER 21'18'49" 186.67' INSTALL STORM DRAIN -- — O INSTALL STORM DRAIN MANHOLE ® INSTALL STORM DRAIN JUNCTION BOX o� INSTALL TYPE "A" CATCH -BASIN - - RIGHT -OF -WAY EXISTING SEWER _EX S EX SD EXISTING STORM DRAIN 'z' EXISTING EDGE OF PAVEMENT IIII II Illf 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. °z z Rio Q e -c� m rnrn w (6300 mm V) 356......... t1411r� APPROXIMA DESIGN GRADE T�2 v' r i �i_� ,nu+,� Lo (Wi> ; ; . . . . . . . . . . . . . . . A80V-,c. SEWER .AND • STORM .DRAIN. . . .�o . �( r-Q 356 -------------------------- . . . . . . . . . . . -- --- ---- . . . ' 352 :...:...:.......:. ............................. fill :352 It ............... ............................... .t tt t, ...... 348....... ; ; . . . . . . . . . . . . i i .24" INV N -E= 24" INV' S -W= � R _ 345.72 � � 3 . . t •t •(345 5 &)__ __ .( . t t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;, ii ij . EXISTING 24" STORM DRAIN (TYP) i h t ti ; (SEE NOTE "B° ABOVE) . . . . J l --. - . - . - - . - . -- . . . . . . -_- ------ ----------- 7 ---- 7 -- t _ 344 . : 0- 0- ;... ;... ;...:...... ........... �% �1....... ........................ ;344 ...:..... ...................... :...:...: .:...:.. :...:. . :. <.: ..:... :.. ;sue ; ; .;�f. ; ; ftiL . . . . . . . . . . . . 340...... ... . . . ; s . . . 0 p��' sr S W:o.. ?�,, :340 NOTE C: ALL SEWER i ATERALS CROSSING OVER PROPOSED ; ; Z . ' . . . . . . . . . y STORM. DRAIN SHALL HAVE 6 '. CLEARANCE MINIMUM (TYPICAL). : . . . . . . . . . . - INSTALL PIPE SADDLE •PER C.O.B. STD: DWG. D -9 IF LESS THAN 12" -SEPARATION : . . . . . . . . . . . . . . . . . . . . STORM DRAIN' SHOWN- IS PROPOSED PER 336' .............. - - . PARCEL MAP 121aO SEWER -STORM DRAIN' PLANS ' ...................:336 9 +00 10 +00 11+00 12 +00 13 +00... < ......... , .14 +00.......... 15 +00 16+00 00 17+ 00 SEWER - -STORM DRAIN PROFILE J� J NOOp�AWN WAY °o SHEET 4) (n 00 '- Z (SEE 36 °`' 35 ` �c W + ul OD 34 �� g + + W 6' 5 5' 1 I I I ffff 39 21'18'49" 186.67' ;��� ��, �� co o + +'� m(n 38 0) 00 y -A � i l I I �, d d ++ �� 37 I Q W = 0 w J w ' ,—° fill I III ! A. � w w cr IIII II Illf tJ o � o tiff I IIII II I `-4' TYP f I f III I' s -- I IIII I fIf IIII I III lo.".00 00 cv -- I 5'5'16' co �I { 3 30 O co o (o N 1'14' fl 4' 6 5' I 5' � + n � S W I t { tt-� W Sp At it It i PARK SQUARE DRIVE 22 (SEE PARCEL MAP 12100 23 SEWER —SD PLANS) 24 °z z Rio Q e -c� m rnrn w (6300 mm V) 356......... t1411r� APPROXIMA DESIGN GRADE T�2 v' r i �i_� ,nu+,� Lo (Wi> ; ; . . . . . . . . . . . . . . . A80V-,c. SEWER .AND • STORM .DRAIN. . . .�o . �( r-Q 356 -------------------------- . . . . . . . . . . . -- --- ---- . . . ' 352 :...:...:.......:. ............................. fill :352 It ............... ............................... .t tt t, ...... 348....... ; ; . . . . . . . . . . . . i i .24" INV N -E= 24" INV' S -W= � R _ 345.72 � � 3 . . t •t •(345 5 &)__ __ .( . t t . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;, ii ij . EXISTING 24" STORM DRAIN (TYP) i h t ti ; (SEE NOTE "B° ABOVE) . . . . J l --. - . - . - - . - . -- . . . . . . -_- ------ ----------- 7 ---- 7 -- t _ 344 . : 0- 0- ;... ;... ;...:...... ........... �% �1....... ........................ ;344 ...:..... ...................... :...:...: .:...:.. :...:. . :. <.: ..:... :.. ;sue ; ; .;�f. ; ; ftiL . . . . . . . . . . . . 340...... ... . . . ; s . . . 0 p��' sr S W:o.. ?�,, :340 NOTE C: ALL SEWER i ATERALS CROSSING OVER PROPOSED ; ; Z . ' . . . . . . . . . y STORM. DRAIN SHALL HAVE 6 '. CLEARANCE MINIMUM (TYPICAL). : . . . . . . . . . . - INSTALL PIPE SADDLE •PER C.O.B. STD: DWG. D -9 IF LESS THAN 12" -SEPARATION : . . . . . . . . . . . . . . . . . . . . STORM DRAIN' SHOWN- IS PROPOSED PER 336' .............. - - . PARCEL MAP 121aO SEWER -STORM DRAIN' PLANS ' ...................:336 9 +00 10 +00 11+00 12 +00 13 +00... < ......... , .14 +00.......... 15 +00 16+00 00 17+ 00 SEWER - -STORM DRAIN PROFILE J� J NOOp�AWN WAY °o SHEET 4) (n 00 '- Z (SEE 36 °`' 35 ` �c W + ul OD 34 �� W 3 • ' ' S' 5' 6' + + W 6' 5 5' 1 I I rom PHASE 01.0 1130' 21'18'49" 186.67' � 4 ' 1 1 6 5, M 5" N SSW N + I cn � 3 N rna N C1 N N o� G2 12 1 13 25 it I I II II ' 33 N 4. + w O W � J r-,U j O z 32 uj �� N cn cn ul 00 to i2 � w -�~ � J MtX O Z �N ¢ CT 0 0 �� vi L0 0 0 A II f' 14 +90.99 5 � I5 III CURVE X LENGTH (n 00 '- N + 04 V) p0 + po N W + ul OD 25 it I I II II ' 33 N 4. + w O W � J r-,U j O z 32 uj �� N cn cn ul 00 to i2 � w -�~ � J MtX O Z �N ¢ CT 0 0 �� vi L0 0 0 A II f' 14 +90.99 5 � I5 III CURVE X LENGTH 28 26 27 �W �o W C� 987.00' � ' 21'36'14" + o rom PHASE 01.0 369.02' I L LAN INSTALL 372.2'± L <F. 6" PVC SEWER 0 1.00% 31 `� 11 4' TYP � j j { •t' 1 o W 30 N= ,655 30 29 Q < °���� 4' 6 i j w 1: . s;w oR�vE SSE S\A CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 987.00' 372.16' 21'36'14" 188.32' C2 992.00' 369.02' 21'18'49" 186.67' NOTE B: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY, JUBILEE LANE AND MAGENTA DRIVE 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. G INSTALL 135.4'± L.F. INSTALL 72.8'± L.F. HORIZONTAL: 1 " =40' 8" PVC SEWER ® 0.36% 8" PVC SEWER ® 0.35% � it, � � VERTICAL: 1 " =4' J J (Y 1--=D J J� W �!! W pZ O sv�z O I-((n r-z O cV� d V�0 Z oz �.0 :m m- r7z= z= < ¢ O Q 0) 00 n� O cr)N c -7N C5 M x d d ++ �� OIL 60) W � M� (n Q 3 O U oaLL �jo WOv) Z° ,Z W Z W Q rwnmWCnwWQ�w W S Z 2_} O Q¢z�= F-LLzoz n 6 L m� O �cznm: zc > ttJLL i- Z'Z- - U U O � CIl2�Zm U-1 x aw"�`L�LL Ooh- Ftt�_�(YLL�S �Zn�tm� �a00owU�cAC� z 0z w 0, a�u- �>- w Cn W wUcl10<z0 w z' O p� p z m i�: a °w¢wa� W F'-cn0 vi= �aF -gzz o o~ Z g w o' Zo o¢ D z a � o Z> a w a U LL Z m d Z Z Z- W Q W W U W p 0 W uLL,. a�cnQ4Uwin -O xw .00C.- ��-I cn�rr�¢v� 1 aaOS >� W o J O n- w O w S zz � a OaWwu m >: w, zi-)1 - Ocr) C75 z m w O Z ¢ m W W UO W ZQ cf)>-U) 2 =�LL'Z0IY W Z� 1- I- OLLFC..)p�Q� U Z o rn U*) C/) C7 T o W E r �-- w -- M > L) 0 =) L3 0 U) °' x (� Z m Q co N W omot W j io W z N O 0 N W z � C' W _ (c) O Cfl Q 0 0- L l,1 � Q o �W U- Q W = 0 w J w m ,—° o LLI � g LL w w cr rK LL o � ¢ o 0- ����13EER o =Q~ 9- �d0 w 3 _> U w �' O V / D38 V1 Z CL Z r co W ® C\J Z Q --J �® W 0c) W C/) < 1co J 0 Z u ry W o C) M tP 3 a 0 N F- i 0 U) 00 N n F- z co Z J O LZ �) w > v w N 0 DATE 12/30/2014 PA JOB No. 13 -2750H SHEET E 0 CL E 0 t� OF 7 SHEETS QONSTRUC11QN NOTES 111- !- zuz LENGTH DELTA OS INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT 00 INSTALL SEWER 15'53'29" I II INSTALL STORM DRAIN /1 1 111 OO INSTALL STORM DRAIN MANHOLE ® INSTALL STORM DRAIN JUNCTION BOX 0 i INSTALL TYPE "A" CATCH —BASIN J RIGHT —OF —WAY — — �^ .� \�• ` EXISTING SEWER EX S —EX EXISTING STORM DRAIN SD 356 ........................ N.................................................(n..................................... EXISTING EDGE OF PAVEMENT Oazai=w >p�� 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. Z � J li C9 m s} x O to �E- ►- �jw z V? N �pOj Q ox W w w 006 t71000 +N W Lo N cc t d N 21 !i o 20 ~�� 040 \15 \5 \6 19 0 12 N� w Q 13 3a 6 5, 18 17C)�M 16 15 14 ++ ONO r4' TYP cn N !! \\ \\ \ t f 0 O+i + CN ONO N J O \/ N + W \ _2A, N \ C1 cv rn O rn _ G2 _ 23 �U w��\ \\ w \\ \ A t 9 N 5 r) 00 \\ i 2'0 22 _ °' 21 \\ \ \ C3 0) (N N 4 TYPYN \ \\ 5 \5\ fib tp N N ; l \ \ 1 rn + + LA �_ + N ,6 5 5 3p , 3 6 + N V) N N N + A 14 4 �� co V N w N 11 s/w pR1 2 3 10 � a GE9� 4 E 9 �SC 5 6 7 8 PHASE 3 INSTALL 251.9'± L.F. 6" PVC SEWER CAD 1.00% INSTALL 345.9'± L.F. ' PVC SEWER ® 0.35% HORIZONTAL: 1"=40' VERTICAL: 1"=4' CURVE TABLE CURVE 111- !- zuz LENGTH DELTA 'CM O C1 1247.00' oz S II I ) 00 1 II II I I 15'53'29" I II II II I I + + N r-cn /1 1 111 IIII I I 352.26' � IIII )y' � IIII i ilil 00 (D (1) O = 0 i LA N C.0 W ui + J 0_ W to ++ Ln -298, �^ .� \�• ` � X03. � � --cn wtL�z- oo�a�WOO &a C) CD W Nco NN cW 356 ........................ N.................................................(n..................................... �w II W W r- Oazai=w >p�� 356 Ut=zwh'¢O¢Op Z Z 'r' O I�II1if r ................ O r I ^ CL I it 1 30' I) ( I / 1 U' (p W S�ZaQO° 1 30, 4"' 61 S W) 5' 7� : ���•. ------- - -- - -- I 5' S 11 111 1 S/W : : : : y--------- i 1111 111 -- - - -- ------------------------ I'ul oa (.)Om<2 PA RK SQUARE DRIVE (SEE PARCEL MAP 12100 1 SEWER —SD PLANS) tL- 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. Z � J li C9 m s} x O to �E- ►- �jw z V? N �pOj Q ox W w w 006 t71000 +N W Lo N cc t d N 21 !i o 20 ~�� 040 \15 \5 \6 19 0 12 N� w Q 13 3a 6 5, 18 17C)�M 16 15 14 ++ ONO r4' TYP cn N !! \\ \\ \ t f 0 O+i + CN ONO N J O \/ N + W \ _2A, N \ C1 cv rn O rn _ G2 _ 23 �U w��\ \\ w \\ \ A t 9 N 5 r) 00 \\ i 2'0 22 _ °' 21 \\ \ \ C3 0) (N N 4 TYPYN \ \\ 5 \5\ fib tp N N ; l \ \ 1 rn + + LA �_ + N ,6 5 5 3p , 3 6 + N V) N N N + A 14 4 �� co V N w N 11 s/w pR1 2 3 10 � a GE9� 4 E 9 �SC 5 6 7 8 PHASE 3 INSTALL 251.9'± L.F. 6" PVC SEWER CAD 1.00% INSTALL 345.9'± L.F. ' PVC SEWER ® 0.35% HORIZONTAL: 1"=40' VERTICAL: 1"=4' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1247.00' 251.89' 11'34'24" 126.37' C2 1247.00' 345.86' 15'53'29" 174.05' C3 1252.00' 686.77' 31'25'43" 352.26' NOTE A: SEWER MAIN ALONG MAGENTA DRIVE 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. it►-' � IIF �-,C) o Z I m I�z l 1 '00 J W z (n `,/ z WOE (nm WfnW WQ�° M p-'T-'o z a.<zu "zwW oz _r OZO OOww S rnw2 C? � W t`C)� < Lo O� Q 00 v� Z I-to ° - �¢o°opwDt- Lu3. r °� 00 toc-i 00 (D (1) O = co C cO OO tD N C.0 W ui + 4' r 6+ 0_ W to ++ w ++ +" +C,4 W + (o W wtL�z- oo�a�WOO &a C) CD W Nco NN cW 356 ........................ N.................................................(n..................................... a E- z 0 Z w O W O z Q W W r- Oazai=w >p�� 356 Ut=zwh'¢O¢Op Z Z 'r' O ............................... ......... ................ O r - ^ CL O ¢ U' (p W S�ZaQO° R 'DESIGN GRA . . aa�ZdO : : : : : :: : ���•. ------- - -- - -- ABOI/E SEWER MA1N . . . . . . . . . . . . . . . . . . . . . . . . -- - - - - - -- : : j : . >y WFZ���¢cn : : : : y--------- Qx OJ'wU'S 0 >Fm- - - - --- -- - - -- ------------------------ u) oa (.)Om<2 - - -- - ----------- W _ - -- ---------------- - - - - -- tL- ........................ ......................................... ......... .............................................................. .............I = ---- - - - --- -- .... : ......: ............. 352 . . . . . . . . . . . . . . . . . . . . . . . . il. 348 :........................ . .................. ............................... ..:...:348 . . . . . . . . . . . . . . . . . . . . ............. ........... ...................... ............................... ............................... ..18 ". SID. INV- %.��... q,L 346.44± i I. 344 . . . . . . . . : SF�� SEE NOTE - "A" ABOVE i. 4 A._.. : iG ................ 4 _ -J i tir',pL �2L - -- -- - - -- -- i tx- 340 :...................... �6� : .........:...:...............:.................................................................. ............................... .......s���s,...........340 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 �s 25 +00 SEWER LINE PROFILE U 0 4 tL 0 o w 0 0 l 1 '00 J W z (n `,/ z WOE (nm WfnW WQ�° M p-'T-'o z a.<zu "zwW _ M Q) L0 'oO G!<n =wZOo >FoQ U) ca O W LL— z � cn '; 6 R C? � W zwW Rn1=' w�22 Jcn =Mzm W wWU ldL Z L- 0 Iti LPLSO ��- ����� Q > � Z I-to ° - �¢o°opwDt- Lu3. r °� IOU V X �Z � �z0�° 0zmw (1) O = aEYO w aw:mZp °>°Z 1 L Q LL CN v amwvi 253sogO o - Lu ww j vj) Q-F Oo1 ° =¢zot H'-wo Q m N ail-Y2 OO °zE=J W + (o W wtL�z- oo�a�WOO &a cu c) 06 "�.+ Z N a z�o� ° =�oz� Q C7 U) N a E- z 0 Z w O W O z Q W W r- Oazai=w >p�� r Ut=zwh'¢O¢Op Z Z 'r' O U Z m a w LL W W O W �,i. O c2U) >¢181Lu O v,w� =z<E62D O r - ^ CL O ¢ U' (p W S�ZaQO° Z O S U W= L W = >OjOwI- aa�ZdO wIW >y WFZ���¢cn Qx OJ'wU'S 0 >Fm- W W vOwz 9 cn 1-Cn X:m = u) oa (.)Om<2 r i w p CN 4 LLI `\ Imo= O wIW r u) W W u>s tL- LL 0- 0 a 00 � 4 M 0 W rL �� O a cyy a /038 � U) z CL z w '—' co z Q Q ry 0 � C G O ct O 0(.) U) z -� 0 Z ry d W O M N W f ' ' 3 r ^ vi U 0 En Ole ob 't N E` F- E-- i 0 N F- cn z cn z J 0 Q. U) co d- w DATE 12130/2014 PA JOB No. 13 -2750H SHEET a E 0 OF 7 SHEETS CONSTRUCTION NOTES i I I { I { I i I i i { I I l' I j I { I 1 I I I I I I Z Z 0 INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT y I I I I I I INSTALL SEWER I I i I N INSTALL STORM DRAIN = --= OD INSTALL STORM DRAIN MANHOLE ® INSTALL STORM DRAIN JUNCTION BOX �.� INSTALL TYPE "A" CATCH -BASIN -;° RIGHT -OF -WAY - - -- - EX S EXISTING SEWER - - -EX SD EXISTING STORM DRAIN •- cn EXISTING EDGE OF PAVEMENT II 11 SD STORM DRAIN STATION SS SANITARY SEWER STATION � (� mci i I I { I { I i I i i { I I l' I j I { I 1 I I I I I I Z Z W X Q B HOLLYROO K LANE W Z o W L' o °w y I I I I I I - - -_j I I i I CAMPUS PARK DRIVE (SEE PARCEL MAP 121'0"o- SEWER—SD PLANS) II ( ! I II I I I I( II I { i II j 1{ I I II { 71 I I Li 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 225' 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. TRACT 7245 (BY SEPARATE PLANS) z�J (� mci 'Z m C3 Z Z W X Q B HOLLYROO K LANE W Z o W L' o °w w d M N N a�~ N Z Jw 6 S u`a EE SHEET 6 ) L'i- SX- >-0a -+ F Z Z n QZ�FZF_ CV Eo N + n _ 3 f� It L _ LL_ 11 LON °u� ''1' -;° 12 NN N 3 30' 30' n 3 , i0 W S O IL = W'n U LL zoo~ ' cn 5' 12' 18' 18' 1 •- •- cn 11 li II 11 S/W II if 1I II Ozd ~Q ~� ~HO S/W 11 0OD N N <Lo Lo N3 V) 06 it it 0 40' 5' 5' w 0 oZ - -- -- il B I it n n i 11 u n I II II li it n II II u I I 11 n t i 1 I 1 ii i i 18" SD INV= ii it IIt I - - - - -- - - - - - - -- --(346.52) LL ------- - - - - - -11 I )-- - - - - -- iL -- - - - - -;,I !i -------- - - - - -- 18" J 346.59 (346.61) 18" INV N -E -W= (346.49) II I \\ — / —i \\-- — —r -- _j ro \ I I ` _ i I � 10 — I 11 — `� 12 ° _ = 3 ��— �0 F = — _= __ � -14= II II nrr I} -- - - - - -_ — 7 - -------------- - - - - - -- - - --- W - -- I -- 2 -7- 9 ---- - —1L4- — } - - -- — - II — A0 1 �� --------------- - - - -- -------------- - - - - -- __- - — — — — — ----- - - - - -- - - - -- - !I m r- d� f�l II 8" SWR INV= 342.33) (XXX.XX)= EXISTING STORM DRAIN INVERT ELEVATION PER PARCEL MAP 12100 SEWER AND STORM DRAIN PLANS (TO BE FIELD VERIFIED) NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. STORM RAIN SECTION ry N.T.S. JUBILEE LANE (SEE SHEET 5) 1 1 ,3n' .. ,, w, 30 S / I I I I I I _� II I I I I I I I I f II 15 +03.35 PG &E SUB — ii i i J STATION � I Ln W O I Lo _ rn Z r,-t :2 + IY 3 0)(n co LOT 40 (FUTURE COMMERCIAL) Iz F-I- M:41' 05< Lu Ow O Lo N Z d NO :2 o� w M0 LLI NOTE A: SEWER MAIN ALONG MAGENTA DRIVE WILL BE BUILT PER PARCEL MAP 12100 PHASES 1 Q, SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND V� DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. MA NTA DRIV ._5'_ S/w t�Z J LI) U ox � LLJ O L� O rl d "tI j + o O(n ui 33 32 31 CL INSTALL 108.9'± L.F. _ 0 U W >< W 0 DaUQ w0cn U 113: Z ic=r_v o Z - Fw��z wo °_¢ w'zz'LLri d M N N Z uj >C w Z Z*k W ww -E cn m w t- ° JO U® tnii "NZ Q 000 U.--Z L'i- SX- >-0a -+ F Z Z n QZ�FZF_ n 4400 N d cA 06 d L _ LL_ O+ 0� j + O oP w w ow ow X =oQ`n�� Z °__ - Z w'� W S O IL = W'n U LL zoo~ 11 I I NOTE A: SEWER MAIN ALONG MAGENTA DRIVE WILL BE BUILT PER PARCEL MAP 12100 PHASES 1 Q, SEWER AND STORM DRAIN PLANS (CONTRACTOR SHALL VERIFY EXACT LOCATION AND V� DEPTH IN FIELD AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. MA NTA DRIV ._5'_ S/w t�Z J LI) U ox � LLJ O L� O rl d "tI j + o O(n ui 33 32 31 I I HORIZONTAL: 1"=40' VERTICAL: 1"=4' NOTE B: STORM DRAIN ALONG HELENA WAY, WOODLAWN WAY, JUBILEE LANE AND MAGENTA DRIVE 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. SEWER MAIN SHOWN IS PROPOSED PER I INSTALL 108.9'± L.F. _ 0 U PARCEL MAP 12100 SEWER -STORM DRAIN PLANS ) 8 DaUQ w0cn t` O 8" PVC SEWER ® 0.25% r- 0 Fw��z wo °_¢ w'zz'LLri d M N N m r)c"t N N ww -E cn m w t- ° rmr}M k = r17 r7 L'i- SX- >-0a -+ F Z Z n QZ�FZF_ m _j U _j _j m U wpp aY�SW�p�m�~ L _ LL_ 0 �5' 5 li Ea.. z w ow ow X =oQ`n�� Z °__ - Z w'� W S O IL = W'n U LL zoo~ 11 I I 11 I I no0 E < Q W j z Z U 0 w 11 li II 11 �n.pO Ln -0 II if 1I II Ozd ~Q ~� ~HO 11 - i Iii I I i i t iIi I i, C6 LWL' °WV ri ¢z00 °� z oi 11 II it I I I I II 11 11 II z O p p Z 0 a i1 11 LL__ 1111 -- ll II cnz� jai -�wxw w w >- > O �? 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PARCEL MAP. 1.2100 .SEWER - STORM DRAIN .PL 10 +00 11+00 12 +00 13 +00 14 +00 SEWER —STORM DRAIN PROFILE ................. 15 +00 : ............................340 .. ............................336 16 +00 17 +00 U Z co co CD C/) '^ o W Z L r o CO. f , U �— V U) av X cu B° Z Q W M 06 a) o cj� U—) c\1 W Z N M W _ T_ }-- N Co o � Q 0 N r r L Q 0 fY � W LL 1 ry, w o uj _ m Z w w w �> Llj 0Y IL a o a 00 w 3 > V 0 o w p U ty d%, (Y U) Z Q n� Z ■� 00 ry Q 0 L) U) Q d o r7 W3 a D U) � U V) I I N I- 0 cn I in 00 N r- / in z Q a m '- N rl- i F_ Z rW V Z 0 w d' DATE 12/3012014 PA JOB No. 13 -2750H E SHEET 0 Q E Ln Lf C04 / OF 7 SHEETS SEWER MAIN SHOWN IS PROPOSED PER I INSTALL 108.9'± L.F. _ PARCEL MAP 12100 SEWER -STORM DRAIN PLANS ) 8 8" PVC SEWER ® 0.25% IIC9 d d ItC�Id I IIC� i il0 110 z z II�-�O i if IN J O 2 Z d Q vi .. ............................356 .. ............................352 . . . . . . . . . . . . . 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PARCEL MAP. 1.2100 .SEWER - STORM DRAIN .PL 10 +00 11+00 12 +00 13 +00 14 +00 SEWER —STORM DRAIN PROFILE ................. 15 +00 : ............................340 .. ............................336 16 +00 17 +00 U Z co co CD C/) '^ o W Z L r o CO. f , U �— V U) av X cu B° Z Q W M 06 a) o cj� U—) c\1 W Z N M W _ T_ }-- N Co o � Q 0 N r r L Q 0 fY � W LL 1 ry, w o uj _ m Z w w w �> Llj 0Y IL a o a 00 w 3 > V 0 o w p U ty d%, (Y U) Z Q n� Z ■� 00 ry Q 0 L) U) Q d o r7 W3 a D U) � U V) I I N I- 0 cn I in 00 N r- / in z Q a m '- N rl- i F_ Z rW V Z 0 w d' DATE 12/3012014 PA JOB No. 13 -2750H E SHEET 0 Q E Ln Lf C04 / OF 7 SHEETS 00 w 3 > V 0 o w p U ty d%, (Y U) Z Q n� Z ■� 00 ry Q 0 L) U) Q d o r7 W3 a D U) � U V) I I N I- 0 cn I in 00 N r- / in z Q a m '- N rl- i F_ Z rW V Z 0 w d' DATE 12/3012014 PA JOB No. 13 -2750H E SHEET 0 Q E Ln Lf C04 / OF 7 SHEETS I I N I- 0 cn I in 00 N r- / in z Q a m '- N rl- i F_ Z rW V Z 0 w d' DATE 12/3012014 PA JOB No. 13 -2750H E SHEET 0 Q E Ln Lf C04 / OF 7 SHEETS DATE 12/3012014 PA JOB No. 13 -2750H E SHEET 0 Q E Ln Lf C04 / OF 7 SHEETS