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HomeMy WebLinkAbout1.1-6121 & 6796 Ph 1 Rec Drawing (2)0 RECORD DRAWING TRACT Co 73 G F H A 5C 1 FRED W. PORTIERIP RCIE 3344.8 EXP. DATE REVIEWED BY: gSSWANT PUBLIC WORKS DIRECTOR APPROVED BY: 0 PUBLIC WORKS DIRECTOR, CITY O RAUL M. ROJAS R.C.E. 39880 (EXP. 12/31/05) NOTICE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE -MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY . THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED, EXCEPT ANY APPURTENANCES WITHIN BRIMHALL ROAD. DATE 1' BENCHMARK USED: CHISELED " ❑" IN TOP OF CURB ON EAST SIDE OF ALLEN ROAD AT THE NORTHWEST CORNER OF LOT 11 OF TRACT No. 5489 PHASE "A" PER THE SEWER AND STORM —DRAIN PLANS FOR SAID TRACT No. 5489 PHASE °A °. M.B. 39, PG. 42. ELEVATION = 364.08 (U.S.G.S. DATUM) BENCHMARK SET: CHISELED 0 IN TOP OF CURB AT THE SOUTHEAST RETURN (CENTERED) AT THE INTERSECTION OF BRIMHALL ROAD AND JENKINS ROAD. ELEVATION = 357.01 (U.S.G.S. DATUM) wp�29Sry�R2 E. 27 26 BRIMHALL ROAD TR ACT 6121 34 0 35 0 of 0 V) z Ii Y z z Mw LL � STOCKDALE HIGHWAY .30S.,R2 E$ VICINrFY MAP _ NO SCALE EE I 11= I 11EE L D, w •. • ter► sk • ♦ct � a t-,-,x- �AR A SH . Rcr 321"18h r I A p F =son* T�ACT 67�6pNAS�S CALIFORNIA � b ATE .3 •!g care MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER SEWER MANHOLES 20 EA. 8" SEWER MAIN 39946 L.F. fi� SEWER MAIN 19732 L.F. 4" SEWER MAIN (LATERALS). 3,176 L.F. SEWER CLEANOUT 4 EA. TIE-IN(S) 4 EA. STORM DRAIN CHRISTY GRATES 5 EA. 18" STORM DRAIN 403 L.F. 24" STORM DRAIN 922 L.F. STORM DRAIN MANHOLES SHEET No. INDEX QQ TITLE SHEET ZO DETAILS — GENERAL NOTES 9/3RDa VINC'l DRIVE MONET PLACE R REN 01 R AVENUE Qs MICHAELANGELO DRIVE OO I6R REMBRANDT STREET 16 +00 — 24 +82 0/7R DALI AVENUE eO EMBRANDT STREET 10 +00 — 16 +00 VAN GOGH WAY )19RMATISSE COURT PISSARRO WAY TRACT 6121 RECORD DRAWING ?0ASE Z C94(w 'e --Mum" BY= FRED W. PORTER, FACE 33441J EXP* PARCEL 2 PARCEL MAP 3392 � P.M. BK. 37, PG. 189 � BARNSDALE - — — — — — AVENUE i PARCEL ' C PARCEL MAP ] 0763 1 P.M. BK. 52, PG. 1 i 4 7 IWELL ,},� �6 ^z'} � — — � srrE 3 4 5 i 3 Z 5 14 — — � 6 PHASE »� 796'��, 27 LO �� "2 �� PHASE X - --� 6 12� , 26 m g 27 � �o Z. 4 2s 2 25 A 2 4 TRAMBRlOGE �---'� = 24 WAY 3 B 4 O 3 c 3 - -� 17 O � cn 18 t� _ � Y 4 19 i cn Q 5 z — � 15 14 13 U i 2 O 55 OAft AND 2 �a.�V1 =iC3 z��t? Q�� O V Z V ce ui Lid 21 >- 0ZL w�rc o wp0�.� LLJ LLJ >- W> O O Z Q mao ^o mZ0 tO• a - O Q 0 INFER w z W U- :3 w uj, < co a. 0 V) p W qw 0 o0 0 W �.�,.. � _j 0 0 c; a° Mr7 J CL 3:: ~E- c �} ZZF-- JZ W LLj 3 & V QZ 0� i--W —OZ v a W > V� w 02 Z Li W O X< W . �.. c�� 5 00C?Qr I -,_%mow 1 3 ��-- <� Wo Nuk"'. �V,Z F-�� W W 0� = W <z r . CL V �W U) VV r:�� � w_+4� ZZ�H OWOQ tlii.t.i' L9 c3 F- 0 _o , Q p O m m W � V) <y_1 W wOF_F- 0 OC z Q-�> moo C) <ZmW 0 aw o LAJ °- to ° ° -u-W t��ctr o WVOp� Wp0_ ,.,.1 :(n,;,> -�W >..zc� �, CL c . Z F-- W D W F_ -jy TRACT No. 5007 42 M. BK. 47.s PG, 23 / 43 FALL RIVER PLACE ! 4 / T I - -T - -- � 45 46 1 1 47 1 ! 48 1 49 50 �w I V L .� (L 20 t3) 0 �8' � 2 ,co F .49v ., .. Za 10 or r 1 3 4 3 2 6'96. PHASE [ W PHASE, 1 [ [ Z -� C) ,� 61 1 0 [S , [ [ W [. [ z [ O I [ GRATE in SUMP 7 8 9, 10 W v [ [ [ [ [ cn Q [ [ w BRIMHALL ROAD Lw w JOB NO** 1660 - - ---_ - - _ Q Q FRONTAGE R �F `. - DWG FILE: 161, T r = r - ,- --__ - �- _ _ - - _ n _ T F F DATE. 12/2 7/04 I Q, LEGEND — i fl. BY: LGH I I I I SHEET INDEX NUMBER CHECKED BY: - -- 0j ej C SCA19 AS NOTED 0 PROPOSED SEWER L1 OUT ® PROPOSED SEWER MANHOLE a CATCH-BASIN 0 PROPOSED STORK: DRAIN MANHOLE SCALE: 1' =200' SD PROPOSED STORM DRAIN i S PROPOSED SEWER MAIN OF 9 J J 0 > - -Q �Z S � L O w [%• �w v W Z OE. �a.�V1 =iC3 z��t? Q�� O V Z V ce ui Lid 21 >- 0ZL w�rc o wp0�.� LLJ LLJ >- W> O O Z Q mao ^o mZ0 tO• a - O Q 0 INFER w z W U- :3 w uj, < co a. 0 V) p W qw 0 o0 0 W �.�,.. � _j 0 0 c; a° Mr7 J CL 3:: ~E- c �} ZZF-- JZ W LLj 3 & V QZ 0� i--W —OZ v a W > V� w 02 Z Li W O X< W . �.. c�� 5 00C?Qr I -,_%mow 1 3 ��-- <� Wo Nuk"'. �V,Z F-�� W W 0� = W <z r . CL V �W U) VV r:�� � w_+4� ZZ�H OWOQ tlii.t.i' L9 c3 F- 0 _o , Q p O m m W � V) <y_1 W wOF_F- 0 OC z Q-�> moo C) <ZmW 0 aw o LAJ °- to ° ° -u-W t��ctr o WVOp� Wp0_ ,.,.1 :(n,;,> -�W >..zc� �, CL c . Z F-- W D W F_ -jy TRACT No. 5007 42 M. BK. 47.s PG, 23 / 43 FALL RIVER PLACE ! 4 / T I - -T - -- � 45 46 1 1 47 1 ! 48 1 49 50 �w I V L .� (L 20 t3) 0 �8' � 2 ,co F .49v ., .. Za 10 or r 1 3 4 3 2 6'96. PHASE [ W PHASE, 1 [ [ Z -� C) ,� 61 1 0 [S , [ [ W [. [ z [ O I [ GRATE in SUMP 7 8 9, 10 W v [ [ [ [ [ cn Q [ [ w BRIMHALL ROAD Lw w JOB NO** 1660 - - ---_ - - _ Q Q FRONTAGE R �F `. - DWG FILE: 161, T r = r - ,- --__ - �- _ _ - - _ n _ T F F DATE. 12/2 7/04 I Q, LEGEND — i fl. BY: LGH I I I I SHEET INDEX NUMBER CHECKED BY: - -- 0j ej C SCA19 AS NOTED 0 PROPOSED SEWER L1 OUT ® PROPOSED SEWER MANHOLE a CATCH-BASIN 0 PROPOSED STORK: DRAIN MANHOLE SCALE: 1' =200' SD PROPOSED STORM DRAIN i S PROPOSED SEWER MAIN OF 9 CITY OF BAKERSFIELD SEWER SPECIFICATIONS SEWER NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. VCP INSTALLATION: A. MATERIALS: THE PIPE AND FITTINGS SHALL BE EXTRA STRENGTH VITRIFIED CLAY CONFORMING TO CURRENT ASTM DESIGNATION C -700, AND SHALL BE INSTALLED IN CONFORMANCE WITH THE PROVISIONS OF OF SECTIONS 71 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION AND THE CURRENT ASTM DESIGNATION C -12. B. JOINTS: 1. THE PIPE AND FITTINGS SHALL HAVE A SOCKET END AND A SPIGOT END WITH COMPRESSION JOINTS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. 2. THE PIPE FITTINGS FOR 6 ", 8 ", 10 "9 AND 12" SANITARY SEWER MAINS MAY BE PLAIN -END WITH COMPRESSION COUPUNGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. EXCEPTING -THAT' A STAINLESS STEEL SHEAR RING AS MANUFACTURED BY MISSION CLAY PRODUCTS CORPORATION FOR THEIR "MAINUNE" BAND -SEAL COMPRESSION COUPUNG, OR APPROVED EQUAL. SHALL . BE , REQUIRED. 3. THE PIPE AND FITTINGS FOR PRIVATE SANITARY SEWER HOUSE OR BUILDING LATERALS MAY BE PLAIN -END WITH COMPRESSION COUPUNGS CONFORMING WITH THE CURRENT ASTM DESIGNATION C -425. (STAINLESS STEEL SHEAR RINGS ARE NOT REQUIRED). 3. ABS PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 2680 AND D 2751. 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 UNE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY SOLVENT WELDED JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE ABS PIPE CONNECTS TO VCP, USE COUPUNGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM` D 2321. ONLY CLASS' 1, 11 OR III EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D 3034 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 1N UNE ON NEW, PIPELINES; CUT -1N 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 D 2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 5. SYSTEM TESTING: INSTALLED PIPE SHALL BE 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. 6. WYE - FITTINGS SHALL BE INJECTION MOLDED IN -UNE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 2T AND A MAXIMUM OF 45' ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERUNE OF THE MAIN. WYE FITTINGS ONLY SHAD. BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING S -7 AND S -8 AND SECTION 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -20. 8. ALL SEWER LATERALS TO BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS AND EXTEND 4 FEET BEYOND PROPERTY LINE. 9. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED PER CITY OF BAKERSFIELD DRAWING SW -1. 10. 24 HOUR NOTICE IS REQUIRED FOR TESTING AND INSPECTION. 11. 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 1 FOOT ABOVE SEWER MAIN TO RIGHT -OF -WAY UNE. GENERALNOTES: 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED FROM CITY PUBUC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT -OF -WAY. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS AS DIRECTED BY THE CITY ENGINEER. 4, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE UMITED TO NORMAL WORKING HOURS: 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 NEGUGENCE OF THE OWNER OR THE ENGINEER. 5. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST ADDITION.. 7. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS- NOTICE (6611)326- 3049. 8. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS - GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR , UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 9. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND, PIPELINES ARE SHOWN -IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTIUTIES AND UNDERGROUND PIPEUNES BEFORE COMMENCING WORK. , HE AGREES TO BE FULLY RESPONSIBLE FOR ANY . AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL. U.S.A. (UNDERGROUND SERVICE ALERT) 1- 800 - 227 -2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 10. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE PLAN 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 FIUNG HIS BID PRICE FOR THE PROJECT. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CUENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FROM ALL LIABIUTY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 12. ALL EXISTING PAVING AND - SURFACING REMOVED, DAMAGED- OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD DRAWING ST -6. 13. 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. 14. PORTER - ROBERTSON ENGINEERING AND SURVEYING SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER - ROBERTSON ENGINEERING AND SURVEYING. 15. SEE WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 16. THE CONTRACTOR SHAM BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTORS EXPENSE. 17. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 18. DRAWINGS SHOWN ON THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY OF "CITY OF BAKERSFIELD SUBDIVISION STANDARDS" AND DRAWINGS FOR HIS USE. THESE STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 19. NORMAL CONSTRUCTION STAKING WILL BE SUPPUED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 20. CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF EXISTING SEWER UNES THAT THE NEW SYSTEM TIES INTO. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER SO THAT ANY NECESSARY ADJUSTMENTS CAN BE MADE TO THE PLANS. 21. PRIOR TO nNAL ACCEPTANCE, ALL SEWER UNES SHALL BE INSPECTED WITH VIDEO EQUIPMENT DESIGNED FOR THIS PURPOSE. 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 INSPECTION SHALL BE WITNESSED BY THE 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, THE VIDEO CASSETTE SHALL BECOME THE PROPERTY OF THE CITY. 22. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT - OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 23. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. 24. CONTRACTOR TO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTING TO EXISTING STUB. IF THE POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. 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 OF BAKERSFIELD STORM DRAIN NOTES STORM DRAIN PIPE: UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: 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. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 651.06 OF THE STANDARD SPECIFICATIONS. CEMENT MORTAR JOINTS SHALL ONLY BE USED WHEN THE PIPE INVERT ELEVATION IS HIGHER THAN ONE HALF THE DRAINAGE SUMP DESIGN WATER SURFACE DEPTH ELEVATION. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. 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. cl- 0 J 0 W U z o o I "ROLL TYPE" CURB AND GUTTER FLOWLINE 2 "CHRISTY U36 -HT GRATE" NOTE CLASS 1 BAC!(F /LL /S NOT fTEQU�REO /F P /PE SzO.°E EXCEEDS 1400 ' W w 0 cl- 1 112"x 1 112" ANGLE IRON, WI TH ANCHOR BOL TS ALL AROUND OPENING 2 112 " DEPTH VARIES (SEE PLAN) 5"1 2' -0" 15" °CHRISTY U36" CATCH -BASIN ---/ SECTION A -A w cw 10' -0' DRAIN GRATE DETAIL mmp mm ff �w wmt AM 5 ill 0- 211W. eta 1 wd x amt ari t Wk of 00 xn i MAW Draft W- itg not 1e reed bar Amw fff #A*b poa lbe bed ft and #nom be Inset to me ** *a of me po amd/dam mie i Far'smw mft'am 1 boft is for" for we bwd4 he No ad to Abca6 Mw poe As mWft bwW k ma pis mw ba hod pbw and mwmw k ift mt #a whr to Ardamom The fao s 1 fear tr i � OESCRIR170N 1660SWO2 # Dlq # TAAFM - 'CLASS I M OR SLMWY stow to Addle a � wmdr Ta6te "!fir - t`O�'d� } w r both a�'famn) t�rteer - �' tna '' ) hoer sus 1Rm ON � ire arrr�r �`�'� ilia ,� , - ,;. 10-10 ' Q.3s --15 tj A . 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' NNF4 El O -8 REQUIREMENTS ILM sx- 4 414N10ZZ, TYPE ;4 ° W171 OROP CONNECTION ❑ O -9 P /PE SADDLE VZTA /L RECORD DRAWING I HA sE 1, Now 1F ROLL TOP-R /W � 'NE BY' PRED W. PORTER, RCIE 33448 EXP. DATE :el"m F GUTTER TRACT G12.1 RECORD DRAWING P)Iftg Ji*Pai�ll.� t Y 4 E ri `01j- 33448 EXP. DATE \NEER 4c b/ to Vol cn a 0. � V a V� Lx 38 7tyj F 7 rlrY OF g A!(Ef�SF/ELD STANDA/�D OfTAlylNGS SHALL BE CONS�DEf�EO A Po4tftr OF Th'ESE {'CANS. �CONlRACTO/� rO 0,97,41N LATEST ED/170N THEf�EOF� 1.3 QO � � W t0 Q C21 W ao M M �I ■I O � to 3 Q a to W ca co � z co ca Z Q ~ D �Q W DC � Q Z O �W N � � ~ H W Q W W � � CA ~ JOB No.: 07) 0 0 e S7, . NO. OESCRIR170N 1660SWO2 C17Y STD. NO. DESCz?IR710N DRAWN BY: 0 S E!/�R L,4TEf�'AL AlARKER ❑ O -6 Z4N40SC4RZ27 CONSTRZIC;227 CHANNELS F-1 SX-2 TRENCH SZ4r170N /0)? CONCRETE ZNC4SZV PIR4C ❑ O -7 R%WT OF #14 Y FOR CONSTRZACIZ0 CHANNELS El sx-j P4 V4 P,9TCHES El O -8 RIQ V7 - OF ff'AY FOR ZINZD CONSI)UCTEO C114NNZLS � sx- 4 414N10ZZ, TYPE ;4 ° W171 OROP CONNECTION ❑ O -9 P /PE SADDLE VZTA /L V FR9fES & rokEtf FOR 414NIlOZZS & CZ44LNO/ A - >O S /OE{YALK UNOERDRA /N N Sff' -6 6 °CLEAN 0117 F-1 0 -11 ORA /N.4GE 94SIN � so-7 HOUSE CONNEC770N K9Th' liCP SADDLE El 0 -12 C114IN Z /NK FENCES � SAY-9 TRENCH 946KF/LZ 4# C0&4P4C770N El O -13 C114IN Z NK GATES El sx-/o CATCH BAS /N, TYPE A F-1 S{f' -11 HOUSE roNNz_4r77oN Iffl7l r4sThfohol SADDLE F-1 D -15 CATCH 94 SIN. TYPE ;9 -1 ❑ SY-12 SEi��' Z11_7 STA770N liiL!E BOX 0 -16 Ca71-Z2_p DEPRESS /DNS El D -1 1N7Z_NS /iY VS. V11R4AON Co R[gS ❑ D -17 ✓UNC770N BOX El O -1 F1.4770Ns1L .ffETHOD RZIN,OFF COZFF/C /ENTS' � O ->8 AlANHOLE, TYPE 27" El O -j C114NNZ-Z PROIZ-CI70N El O -19 ORA /N.4GE {YELL, TYPE 9° El O -A CHANNEL PROTECTION ST -22 7)PZN-4r11 94CA�Q&Z COAIR4C1470N El O -5 R /GHT OF iYAY FOR NA7UlI.4L CHANNELS � ST -6 STANDARD P.4l�A/ENT PATCHS- 1.3 QO � � W t0 Q C21 W ao M M �I ■I O � to 3 Q a to W ca co � z co ca Z Q ~ D �Q W DC � Q Z O �W N � � ~ H W Q W W � � CA ~ JOB No.: 02 -1660 Lo .. 1660SWO2 DATE: .. c:j DRAWN BY: 0 CHECKED BY: -- SCALE: AS NOTED SHEEP 2 OF 9 SHEEfS Lo Lo C) s .. .. It V e ILI ILI r i i a all ■!!!!1I!! /i!!!!!!!!i !!i!■ !i A!i ■ti 1! ■i!!!i!/ ■ /!!! ■® i ■!!!■ !!!!! ■!,!! ! ■ ■ ■■ 01 LLJ l.��iii�isiii�iii� ■■ ■!!!■ 1.3 QO � � W t0 Q C21 W ao M M �I ■I O � to 3 Q a to W ca co � z co ca Z Q ~ D �Q W DC � Q Z O �W N � � ~ H W Q W W � � CA ~ JOB No.: 02 -1660 DWG NO.: 1660SWO2 DATE: 12/27/04 DRAWN BY: LGH CHECKED BY: -- SCALE: AS NOTED SHEEP 2 OF 9 SHEEfS SEWER—STORM DRAIN LEGEND 5 ZVI 0-00 -ool000 -Poo ._"o oo-_*01 too. 6 (EXISTING) SUMP 360 • 3 5 6 352 ... . : . . . : . . . : . i 348 ' ' ................ .......... 344:... :000:0.. *0 0 340. oeo# # 0 0 0 0 0 0 0 0 ____________________________ 9+00 10+00 11+00 12+00 ALL PROPOSED SEWER MANHOLE w/NUMBER CENTERLINE DATA UNLESS PROPOSED SEWER CLEANOUT w/NUMBER NOTED, 0 PROPOSED STORM DRAIN MANHOLE w/NUMBER Q) 10"S PROPOSED SEWER LINE w/SIZE ALL SEWER PROPOSED STORM DRAIN W/SIZE 30"SD OF PROPOSED TYPE "A" CATCH—BASIN AT THE PROPERTY PROPOSED RIGHT—OF—WAY SD STORM DRAIN STATION ss SANITARY SEWER STATION —0— — — EXISTING SEWER MAIN -V000- — — EXISTING STORM DRAIN Z CONSTRUCT CHRISTY U-36 CATCH—BASIN O PER DETAILS ON SHEET 2 5 ZVI 0-00 -ool000 -Poo ._"o oo-_*01 too. 6 (EXISTING) SUMP 360 • 3 5 6 352 ... . : . . . : . . . : . i 348 ' ' ................ .......... 344:... :000:0.. *0 0 340. oeo# # 0 0 0 0 0 0 0 0 ____________________________ 9+00 10+00 11+00 12+00 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, 0 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. 7* MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5" OF COVER AT GUTTER FLOWLINE. U � O Z U � Z O m -ricn INCI DRI 13+00 RECORD DRAWING I --V Pcv Cf9( CHASE 3Y, FRED W..'PORTER', RCE 33448. EXP. 0 z F= V) X W R z W O Z 0 DATE -------------- ---------- �_ _0000..... 16 7 � 15+43.85 MSTNIMROVEIVIENTS PER 6121 PHASE ONE ---- ---------- -NI- 0000m Aft EXISTING IMPROVEMENTS PER 6121 PHASE ONE 0 �F cn w R z 00 W (.0F z 0 F= Z 0 < X uj 0 2,3 * 0. +j O 2 CC REVISIONS APPROVED: FRED W. PORTER RCE 33448 MMIAN P. SHAW RCE 32178 DATE DATE 6796 PHASE 1 (PRIVATE STREET) MONET PLACE *-356 366 ................................... • 6 d *0 ........... a ... 0 aI ...........352 362:..• :...:...:...:...:...:...:...:.. 00000000, 00000000 t000t000. 10 l' lot 40""o -- . 0 0 0 0 36" INV E-W= . . / , ' ,_,,;,, ,,.,, 0000 •.-.- ---- ---. """' "'"' '...` 345.46 + .� . 00000000:. '348 358 :...:...:...:.o. 0 0 0 0 .0 to. . . —. . . . . . . . . . . . . NOTE: VERIFY EXISTING LOCATION AND E EVATION • IN FIELD, PRIOR TO CONSTRUCTION- AND NOTIFY • ENGINEER IF THERE ARE ANY DISCREPANCIES, ���0:000.,.......... :...:...:..�- ..:...�...._....:_ *344 354..00 --- Mftolo- 0000 j .,`y a a • NOTE: \lEkIFY EXISTING LOCATION AND ELEVATION IN FIELb. PRIOR *TO CONSTRUCTION AND- NOTIFY 4 4. 41 16 0 NUNEER' IF' THERE ARE ANY DISCREPANCIES. • -CONSTRUCT 188.9 L.F. -CONSIRUCT 160 L.F. 8* PVC' SEWER -0 0.35X 350........................... 8" PVC SEWER 0 0. *340 * 14+00 15+00 16+00 15+00 16+00 E21 LLJ z cc A vii r: S co ce. co rn do W LL LL LL - Fj 0 10 ui 0 ca 9 )W luu OZ ui w t5l (1) m Cl W _j 0z x--: z a-;e poo Lij 0 z. (1) I-oo Lu z LL rz 0 uz, 6 cti 6) 0 Z L W lo— R 0 x 2 I- o:) 0 § u x 0 T w Um uj mz 0 CL CLQCIOWw Lo cuoj 0 =Z 0 Z C3 Lij w 0 30Zmw C6 w 03 mmim Z 0 j - wo L70° °cunj u 'z' z U- 0 z ui LL_ w co) 00§�� ozo:;� M pwpw -'�00 L, Ujz: 6 c cr 3 c) ter L w wo I -- az 0, LLJ LLJ 0 z z 0 Cc Ll Z �Q� w 0 mz wo 0 Q IZO u L L i u i w LL_ z Uoj Z C.) C) Z C3 w w C, W > t; uu, g It W w 0 w w m I z � 2 zuj Cwl co a z < Nu_ 8 6 E a 8 2 is W> 0 0 Lu X: CD :r 0 f) z roe a z 0 uj LL LLJ �wO�WW= og w < LL Wz �!! 0 !R M 1-000 Ma cf) FD :03 12 zw � cuoi M Le Lbi oo, < w uol 0 CL > Lu Uj ui z Cc m a'. F 8 Cl m < m .00e, HORIZONTAL: 1"= 50' VER11CAL: 1"= 4' rte. AP. PROXIMA 7F DESIGiV. GRADE 9 • ABOVE SENER MAIN g 362 ........................... ,;,,,: ,..,.,..r••••. . . wwaw 00001 0 • -won 0000. awmam ammom 00-0 00-90 00-W 0358 ..... ............................... • ............. ...... 354 CCWSTRUCT 231.6• L.F6± 0 0 • 6x- PVC SEWER 0 - .M 0 0 350 ......................... ............................... 17+00 18+00 19+00 20+00 ...... iw_ ■ L) O LO C/) w C> W � 40 EC > va 0 C/) Eh U. 0 Z WIm -4-0 0+4 W co 015 W (1) cle) Z Le c> 04 Z N M Lu CN Tm (0 C:) mXOw �W�O Z.J Lij 0 V) 01: p cn X: z x z z HORIZONTAL: 1"= 50' wwL0 w F= CO. VERTICAL: 1"= 4' 00z + 0 CL W W z _ 0 < LO cn Z 0 O ��- cn j 0. ui LL w 12 0 a lo-oo u- O a 0 0 W 0 .360 0000m Aft EXISTING IMPROVEMENTS PER 6121 PHASE ONE 0 �F cn w R z 00 W (.0F z 0 F= Z 0 < X uj 0 2,3 * 0. +j O 2 CC REVISIONS APPROVED: FRED W. PORTER RCE 33448 MMIAN P. SHAW RCE 32178 DATE DATE 6796 PHASE 1 (PRIVATE STREET) MONET PLACE *-356 366 ................................... • 6 d *0 ........... a ... 0 aI ...........352 362:..• :...:...:...:...:...:...:...:.. 00000000, 00000000 t000t000. 10 l' lot 40""o -- . 0 0 0 0 36" INV E-W= . . / , ' ,_,,;,, ,,.,, 0000 •.-.- ---- ---. """' "'"' '...` 345.46 + .� . 00000000:. '348 358 :...:...:...:.o. 0 0 0 0 .0 to. . . —. . . . . . . . . . . . . NOTE: VERIFY EXISTING LOCATION AND E EVATION • IN FIELD, PRIOR TO CONSTRUCTION- AND NOTIFY • ENGINEER IF THERE ARE ANY DISCREPANCIES, ���0:000.,.......... :...:...:..�- ..:...�...._....:_ *344 354..00 --- Mftolo- 0000 j .,`y a a • NOTE: \lEkIFY EXISTING LOCATION AND ELEVATION IN FIELb. PRIOR *TO CONSTRUCTION AND- NOTIFY 4 4. 41 16 0 NUNEER' IF' THERE ARE ANY DISCREPANCIES. • -CONSTRUCT 188.9 L.F. -CONSIRUCT 160 L.F. 8* PVC' SEWER -0 0.35X 350........................... 8" PVC SEWER 0 0. *340 * 14+00 15+00 16+00 15+00 16+00 E21 LLJ z cc A vii r: S co ce. co rn do W LL LL LL - Fj 0 10 ui 0 ca 9 )W luu OZ ui w t5l (1) m Cl W _j 0z x--: z a-;e poo Lij 0 z. (1) I-oo Lu z LL rz 0 uz, 6 cti 6) 0 Z L W lo— R 0 x 2 I- o:) 0 § u x 0 T w Um uj mz 0 CL CLQCIOWw Lo cuoj 0 =Z 0 Z C3 Lij w 0 30Zmw C6 w 03 mmim Z 0 j - wo L70° °cunj u 'z' z U- 0 z ui LL_ w co) 00§�� ozo:;� M pwpw -'�00 L, Ujz: 6 c cr 3 c) ter L w wo I -- az 0, LLJ LLJ 0 z z 0 Cc Ll Z �Q� w 0 mz wo 0 Q IZO u L L i u i w LL_ z Uoj Z C.) C) Z C3 w w C, W > t; uu, g It W w 0 w w m I z � 2 zuj Cwl co a z < Nu_ 8 6 E a 8 2 is W> 0 0 Lu X: CD :r 0 f) z roe a z 0 uj LL LLJ �wO�WW= og w < LL Wz �!! 0 !R M 1-000 Ma cf) FD :03 12 zw � cuoi M Le Lbi oo, < w uol 0 CL > Lu Uj ui z Cc m a'. F 8 Cl m < m .00e, HORIZONTAL: 1"= 50' VER11CAL: 1"= 4' rte. AP. PROXIMA 7F DESIGiV. GRADE 9 • ABOVE SENER MAIN g 362 ........................... ,;,,,: ,..,.,..r••••. . . wwaw 00001 0 • -won 0000. awmam ammom 00-0 00-90 00-W 0358 ..... ............................... • ............. ...... 354 CCWSTRUCT 231.6• L.F6± 0 0 • 6x- PVC SEWER 0 - .M 0 0 350 ......................... ............................... 17+00 18+00 19+00 20+00 ...... iw_ ■ L) O LO C/) w C> W � 40 EC > va 0 C/) Eh U. 0 Z WIm -4-0 0+4 W co 015 W (1) cle) Z Le c> 04 Z N M Lu CN Tm (0 C:) ��pEER > w (� N °zS Q U J Z a. 0— � W �" Z � O Q � w I— N L� � Z � _ Q � U E 0 z 4-1 W F— 0 > rrl o Q clu 0) cn C) 04 Q Ad o � � ry CJ C to 0_ (A V ~ o cl :3 W z 0 NO W N � Q � DATE 07/30/2012 PA JOB No. 02-1660:E SHEET u� Ld 0 CD OF 9 SHEETS la�lo(�� ac3 Lij w 0 CL W W z _ �° �- ZZm w Lu O ��- w ui LL w 12 0 a lo-oo u- O a ��pEER > w (� N °zS Q U J Z a. 0— � W �" Z � O Q � w I— N L� � Z � _ Q � U E 0 z 4-1 W F— 0 > rrl o Q clu 0) cn C) 04 Q Ad o � � ry CJ C to 0_ (A V ~ o cl :3 W z 0 NO W N � Q � DATE 07/30/2012 PA JOB No. 02-1660:E SHEET u� Ld 0 CD OF 9 SHEETS la�lo(�� ac3 SEWER —STORM DRAIN LEGEND STATIONING IS BASED ON PROPOSED SEWER MANHOLE w /NUMBER _�v NOTED, PROPOSED SEWER CLEANOUT w /NUMBER ALL SEWER PROPOSES STORM DRAIN MANHOLE w /NUMBER UNLESS OTHERWISE NOTED 10"S PROPOSED SEWER LINE w /SIZE 30"so PROPOSES STORM DRAIN W /SIZE OF COVER PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT -OF -WAY S.D STORM DRAIN STATION ss SANITARY SEWER STATION - - �- - - EXISTING SEWER MAIN - - -�- - - EXISTING STORM DRAIN m CONSTRUCT CHRISIY U -36 CATCH -BASIN J PER DETAILS ON SHEET 2 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, 100,00 00000 ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. -- 7' MAX • OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE• . 6 SUMP 100,00 00000 X-1, of I o CONSTRUCT 15 L.F,f 18" CL -3 I z I I w z RCP STORM DRAIN W/RGJ 0 1.279-5 OMM� woman X it 18" INV= J 1 20'1 ON 5' S/W � 362 • • • • • • • • • • s • • • • • • • • • • • • • 358............ 354:... :...:... NOTE: VERIFY EXISTING LOCATION AND ELEV) IN FIELD, PRIOR TO CONSTRUCTION AND NOT ENGINEER IF THERE ARE ANY DISCREPANCIES 350.... •.,..... • 346 ' • ............ . . . . . . . . . . . . • 342: ' 9+00 10+00 Monona U W Z w gur �► � d c� w W V) I ' I CONSTRUCT 15 L.F.f 18" CL -3 1 • Z I RCP STORM DRAIN W /RGJ 0 2.809. - -- - Mang. --- -- -- -._Mang 18" IN V= 352.00 24" INV N- 351.58 = r � O �z Ui CONSTRUCT 25 L.F,f 18" CL -3 RCP STORM DRAIN W /RGJ 0 1,68% -own +.�_. +- Monago Magna �1_8** INV E —W= 18" INV= 351.58 352.00 CROSS—SECTION NO SCALE INV 8" SEWER= 347.44 6121 PHASE 2 & 6796 PHASE 2 (PRIVATE STREET) RENOIR AVENUE CV � 0 °z CONSTRUCT 25 L•F.f 18" CL -3 RCP STORM DRAIN W /RGJ 0 0.7695 .�....� .... woman .r _. Monona Congo, 4000, Man ...n. �.• ...• �.�+ 18" INV E —W= 18" INV= 351.81 352.00 � ;R F NO SCALE NV 8" SEWER= 347,84 w I � NI } :C;• i I N z OC N zw 88 2: CO Z VON, N � ♦ Cj 01� W � Mal W QZ lalal D� our Q W W ..................... 11 +00 12 +00 13 +00 14 +00 PROFILE 15 +00 I HORIZONTAL: 1"= 50" VERTICAL: 1 "= 4' 362 .:...:358 0 0 0 0 35 4 • • • • • • • • 350 • 346 16+00 17+00 18+00 19+ 00 20+00 Q O D . w 0 ° ao O � W W W C.) U WLL LL LL 2 0 0 Z�aZ Wow¢ `.r/ � �W z a UJ w:- F-0?� Za'Z c� IL ��zoc,,,i o��WCnO >°°c/) t� LL I­ Z �- ¢ ._ o �'0���0���o�-c � c r ZWWQ'_ ,jce=y�w mz_m `0 �. 2WH zCo Lq Q }. .. N Who =o�_ M (J) C3 0 U. C3 Q v W ❑ZZC~?W� ac300LL, Tcuoi go c0 �� L'L rr _? 1_ WwUY iU jU) - 'z0 zzaWz c/) c O�QZp p co0 0 -sa uC 5Z LLIW�cn=X�' c/) z Ri ❑W��jWl -ZW m N S w 0. CIO LL ��OC °zap W � a ❑ Z❑ 0)J0z> L Z re w 00 'AWE -aui ©0� ZOWWWL-MQzz Z � M OxZmXOLU < W �— r CL Z it F- LU > ¢WOZ=0OZz0 N VHZW~QC� OW 0 CO LL-Z -ao� Z'v�ZV IJ�. O C.) - ❑WF-W W LU N a cw�'¢0CW3 m0 r U)W❑ ZQWWaco Uj zMt��u8L''wg =Fz- CO W1,- �u�I;Jm°H U' u)W2�ZQ Op Z ❑X°F —Ow W W � a� W w W z J Z Z Ui W W 0 3 W Z> t( ui � Q p W U. OC � a W W Z z W W W ��— W W o L oc 0 a U. 60\1011 �c 1;5� Go �C bi > c� cop cn 100 r***, 06 e- � N QM 1 U 1 i T� E 0 N O 1 ` 0 cp CN Li N r cv N a 0 ry _ 40 o CL' 04 F- N � tJ CL. ,z W 0 CL N W CL a DATE 07/30/2012 PA JOB No. 02- 1660,E N SHEET W Q w CIO QO 0 /,. �. 0.- f all OF 9 SHEETS I of I o CONSTRUCT 15 L.F,f 18" CL -3 I z I I w z RCP STORM DRAIN W/RGJ 0 1.279-5 OMM� woman 18" INV= 352.00 24" INV N —S= 351.81 6121 PHASE 2 & 6796 PHASE 2 (PRIVATE STREET) RENOIR AVENUE CV � 0 °z CONSTRUCT 25 L•F.f 18" CL -3 RCP STORM DRAIN W /RGJ 0 0.7695 .�....� .... woman .r _. 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O C.) - ❑WF-W W LU N a cw�'¢0CW3 m0 r U)W❑ ZQWWaco Uj zMt��u8L''wg =Fz- CO W1,- �u�I;Jm°H U' u)W2�ZQ Op Z ❑X°F —Ow W W � a� W w W z J Z Z Ui W W 0 3 W Z> t( ui � Q p W U. OC � a W W Z z W W W ��— W W o L oc 0 a U. 60\1011 �c 1;5� Go �C bi > c� cop cn 100 r***, 06 e- � N QM 1 U 1 i T� E 0 N O 1 ` 0 cp CN Li N r cv N a 0 ry _ 40 o CL' 04 F- N � tJ CL. ,z W 0 CL N W CL a DATE 07/30/2012 PA JOB No. 02- 1660,E N SHEET W Q w CIO QO 0 /,. �. 0.- f all OF 9 SHEETS rW SEWER —STORM DRAIN LEGEN W K_ W 00 V) W Fww W O� Z Q W X W 2 W RECORD DRAWING Tf��4C�' C�9c 'As-, 'm , ILI " k z W. PORTE yiL 3 'd. 4 - 0-�7 ---,14 DATE REVISIONS APPROVED: FRED W. PORTER RCE 33448 MARIAN P. 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U r- PROPOSED STORM DRAIN MANHOLE w NUMBER ALL SEINER LATERALS ARE 4" UNLESS OTHERWISE NOTED L (v -- -10 "s --- PROPOSED SEWER LINE w SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. -- 30»so --- PROPOSED STORM DRAIN W /SIZE OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' w Z W OF COVER AT GUTTER FLOWLINE. Z W ce) PROPOSED TYPE "A" CATCH -BASIN a r. N oa. --- - - ---- PROPOSED RIGHT -OF -WAY O N SD STORM DRAIN STATION ss SANITARY SEWER STATION - -C'- - EXISTING SEWER MAIN - --- - EXISTING STORM DRAIN ® CONSTRUCT CHRISTY U -36 CATCH -BASIN PER DETAILS ON SHEET 2 W K_ W 00 V) W Fww W O� Z Q W X W 2 W RECORD DRAWING Tf��4C�' C�9c 'As-, 'm , ILI " k z W. PORTE yiL 3 'd. 4 - 0-�7 ---,14 DATE REVISIONS APPROVED: FRED W. PORTER RCE 33448 MARIAN P. SHAW RCE 32178 362...... 358:...:. 354:...:. 350:...:.. 346:...:.. 15 +00 V) 6796 PHASE 1 (PRIVATE STREET) fi EE KA E3 F1 A rA E)"r STREET 16+00 17+00 1 19+00 20+00 21+00 22+00 PROFILE ,:1, H Q uq U WUW OJ(= Mo.W W (n �n U �Ik N S Ln Os � -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 4' 362 mwmIr "NNW rr momm =OEM •whOr *00* ♦ • . • • . • • qv 0 • • • . • . • • • • • • . . • • • . • • . • • • . . • e • • • • . . • • • • . ♦ • • 358 ............... ............... ............ ................. ..�,�..........��.......0..0354 . . . . . . . . . . . . . . . . . . . . . . • • . • . . • • • • . • • . . . . . . • . . . •• . • . . . • • • . • . • . . . . . • . 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • CONSTRUCT 100 LsF.f . s" PVC SEWER o W� ........................... ..............346 o,0. 23+00 24+00 25+00 DATE DA W V- LL LL w o a 0co 5 2 2 m a w Lu uj z0v-z wo¢ co coo W OZO Lij p uj - '�0D�=--zaz wi Z�Wwio o% to w cn > m w t �OZV~?U�U zww 6:�c�oc ww= �F-- tjF'"m�01ip� n.00�w�m�c�' z 3 oz> -w m {l)W�wWZmz0 z z oOc�nQz�pa _w�o00�wZZw L�L �� °zZwc -, °O- aflya Wwzc3� z�pwpW-'��C3 co CL ars- � � 0, n. z0ZwWpW0¢� Li 0, z =_zWt --zui oW — Lcuo zu V) C 0 UZ ❑w ~W W (3 Wii aw.>�4vwu�U o�c zQ111Lu co W J c� W =tea o Lz a �WQn,W W= ZOm W 0 Qpw j�m1 =� to Qcla-8 '"5s�ZQW Cpw�W`ZJZ�Q>�'� ww �wz Cn ca X: =nay. 5 w¢� E 0 N C� O N �d- 0 N 0 o c j NLdJ W co 0 N C 0 Q0 cp N a C N of W Q w Q CD U Z 0 M M L cn 0 co .m o W z L r 4 ' Q �- •- N. CO) U r- w � a� U) 08 (!) L (v C/) Z - Q rz m N 0 a. W w .6.;- c.D T o 06 w Z W 0 CO N W Z W ce) W DC LL a r. N oa. O O N al 40") L - mill �\NEER * k :c, n N M >U P z 06 a� J 2 Z C° CL cr) CD 0 U O ~ H N cj) 2 O � Z Q CN W V Q � H C14 N O � Z � I c" V� NL... U ~ W CL. v� z W O N CL T _ w � � F� W W me DATE 07/30/2012 PA JOE No. 02 -1660E SHEET OF 9 SHEETS c-2 a-� tiw Q D w LL. I- �C � 0 a. w w z z m o0 w Z W w_ (] V co) W DC LL a LjL o oa. �\NEER * k :c, n N M >U P z 06 a� J 2 Z C° CL cr) CD 0 U O ~ H N cj) 2 O � Z Q CN W V Q � H C14 N O � Z � I c" V� NL... U ~ W CL. v� z W O N CL T _ w � � F� W W me DATE 07/30/2012 PA JOE No. 02 -1660E SHEET OF 9 SHEETS c-2 a-� SEWER —STORM DRAIN LEGEND :..�.:.. 354:...:.,.:...:...:.. • . 350.................. . 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PORTER, RCE 33448 -EXP, MOM DATE DATE DATE PROFILE 17 +00 18 +00 19 +00 20 +00 21 +00 22 +00 W LL_ LL aa0 L.u0v, C.�► z�° z wow¢ W LL �j z a wJ _MZOZ m L UJMR n >� C/) Z� .Q �,�.,0�. �ZO��Ui� .- o 0 L r ZW LLJ�J-�.��m �WF=- �JzCoLu L¢6 W = 0 Lu c/� C.7 � Z N (D ~_ oa � Z�m W W W Lu ca C a a p� ��ZZ Lu _ U CO a U- a o a V M Z r a aL�3o °z '-w l�WYWWw� <Z0 0 zz0a.C-0Z10 tr 30 C/) S2 0 ;�: W U) I= o ­5 CL W � U Gn= � � W a v -z� m (V _w�ocr�►�wzZLL o g w L_ W a0 az W '*"_ M od > U 8- Z N O L h 0�zoQ0JQzo0 0 ¢w�m oa CL 0 aw U_ C0 N Z M z 0 w w W W 0 Z O�zww=ow 0¢tr N w W r- r ¢Waz =C?0 °Zw wF =<zw Oo N c f- Z w - zom��WzzL Q c> W W �} W a�cwn�¢�- �'w�?C� ow�ZQwwWCn 0�W =�ZQ�C'�p �zF -= >a Q0� •� w !q W 0 W W lmwPf W VOH- w Q o w > H a 8 >:w - 0 9 2 Lu QWWLUJZOa W W W Z 0a oa w< �c � HORIZONTAL: 1"= 501 VERTICAL: Vm= 4' ...........362 ..:...:...:358 ..:...:...:354 ..:...:...:350 ..:...:...:346 23 +00 CN 06 1 C.0 cr) cn 0 4� i I� 1 J N O O cn cn N d- O cv N N W M d. of rl_ � o � CN ,.> r n V JC� z W CL O W N - a //3:n Q DATE 07/30/2012 QO PA JOB No. 02 -1660E N SHEET W C,tl d w O OF 9 SHEETS l.a -l�at a�3 D a W m W Z�m W W W Lu w LL U- a o a woo UJ 3 W > U 8- V P CN 06 1 C.0 cr) cn 0 4� i I� 1 J N O O cn cn N d- O cv N N W M d. of rl_ � o � CN ,.> r n V JC� z W CL O W N - a //3:n Q DATE 07/30/2012 QO PA JOB No. 02 -1660E N SHEET W C,tl d w O OF 9 SHEETS l.a -l�at a�3 SEWER -STORM DRAIN LEGEND 5� 362 358 354 350 346 :... :...:...:...:...:...:...:...:.. 10 +00 11 +00 12 +00 ALL PROPOSED SEWER MANHOLE w /NUMBER CENTERLINE DATA UNLESS PROPOSED SEWER CLEANOUT w /NUMBER :...:...:354 NOTED, PROPOSED STORM DRAIN MANHOLE w /NUMBER ALL "S PROPOSED SEWER LINE w /SIZE - 10 - 1JSD- PROPOSED STORM DRAIN W /SIZE --- 30 HAVE A 2.25' MIN. - 7' MAX. PROPOSED TYPE "A" CATCH - BASIN - - - - PROPOSED RIGHT -OF -WAY SD STORM DRAIN STATION SS SANITARY SEWER STATION - -Q- - EXISTING SEWER MAIN - -}- - EXISTING STORM DRAIN cf) CONSTRUCT CHRISTY U -36 CATCH - BASIN LU o� LL PER DETAILS ON SHEET 2 5� 362 358 354 350 346 :... :...:...:...:...:...:...:...:.. 10 +00 11 +00 12 +00 ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE :...:...:354 NOTED, N ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE. Ili N 6796 PHASES 1 & (PRIVATE STREET) flE: 13 A j [)IT STREET 11 O N rm J E 3 *'.4 syc� s F zz X, ---- - - - - -- EXISTING IMPROVEMENTS 11+63.0 PER 6121 PHASE ONE 29 REVISIONS, APPROVED: FRED W. PORTER RCE 33 48 oe MA AN P. S AW RC 32178 DATE 5.313 DATE DRAWING TftiArc,-*rG996 fHASC.1 -1. HORIZONTAL: 1""= 50' VERTICAL: 1 "= 4' 13 +00 14 +00 15 +00 16+00- .........362 • • • s • • • • • . 355 • s • :...:...:354 0000..... :.0.:...:350 s s • • • . • • 346 17 +00 me pz 36 2. ... . ... .... • . . . . . . . . . . . . . . • s t . 354 • NOTE; VERIFY EXISTING LOCATION ANO ELEVATION • IN FIELD, PRIOR TO CONSTROCTION *AN6 140f IFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 350:...:...:... 3 46 s a • ♦ • • a • . e o • 11 +00 DATE r___ %u - 100,11, - - Q:WW � cc �W C6796 PHASE lo& (PRIVATE STREET) VAN c Imi WAY 12 +00 13 +00 14 +00 15 +00 16 +00 PROFILE as room Z N D s/w FUTURE LOT rUTUR LOT U w V- LL v- W�Wo moJ Zc„��z Wows w z L,L Wm =ZF'= o° . �- �F'�1•-�ZQz °-= Z�0Ww =o �oZ�V~?tljU ZWWQ!UQ =UOC 1UL WxC] =�Wc()t3 1) m a: co ZZC~.?W�S �. 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