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HomeMy WebLinkAbout6.3-487 Record DrawingGENERAL NOTES: 1. 24 HOUR INSPECTION 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 (805) 326-3049. 2. 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 IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. 4. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 5. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 6. PIPELINES ON CITY RIGHT-OF-WAY SHALL BE INSTALLED PER COB STANDARD ST -12. 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0006-DWQ) MUST BE FILED WITH THE STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. STORM DRAIN PLAN APN: 507-150-28 7301 MALETA COURT, BAKERSFIELD CA. x (PRIVATE DRAIN) APN ASSESSORS PARCEL NUMBER BFV BACK FLOW VALVE CWS CALIFORNIA WATER SERVICE DEMO DEMOLISH DI DRAIN INLET EC ELECTRIC CABINET EPB ELECTRIC PULL BOX EXIST. EXISTING FL FLOW LINE FS FINISH SURFACE NG NATURAL GROUND R/W RIGHT OF WAY SIM. SIMILAR TC TOP OF CURB TOE TOE OF SLOPE TOP TOP OF STRUCTURE TOS TOP OF SLOPE CENTER LINE C CONCRETE PAVEMENT coa FIRE HYDRANT FOUND MONUMENT GATE A� HOSE BIBB ® IRRIGATION CONTROL VALVE f� PROPERTY LINE Q SEWER MANHOLE © SEWER CLEAN OUT -� SIGN O TREE ® WATER VALVE WM WATER METER G(P) GAS LINE PAINTED E(P) ELECTRIC LINE PAINTED - OHE OVERHEAD ELECTRIC ss(P) SANITARY SEWER LINE PAINTED SS(R) SANITARY SEWER LINE PER RECORD SD(P) SANITARY SEWER LINE PAINTED SD<R) SANITARY SEWER LINE PER RECORD -x —x — CHAIN LINK FENCE - - PROPERTY LINE INTERIOR LOT LINES - - RIGHT-OF-WAY - - - - - - - - EASEMENT LINE SETBACK LINE Basis of Bearings THE STATE PLANE COORDINATE SYSTEM OF 1983 (NAD 83), CALIFORNIA ZONE 5. Bench Mark THE CALIFORNIA SPATIAL REFERENCE CENTER C.O.R.S "ARM1", ELEVATION = 362.94 FEET (NAVD 88). "Record Drawing " QRpfESS/�\ 5 Gq RD l No. C48 80 m F OF cm -\F ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. // la // 8APPROVED BY: bATE 1. "✓ APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENCROACHMENT PERMIT No. 0504-18 6/8/2018 REVIEWED BY: KERN COUNTY PUBLIC WORKS DEPARTMENT DATE ENGINEERING DEPARTMENT REVISIONS: HAGEMAN ROAD DATE: BUT. DIST EHi0TION❑ MAP F- I PIAT STET -12 MALETA COURT ❑ STATION CJ O SCHEMATIC City .. o o Site county Lw N y � z y � 3j o A� MEANY AVENUE Vicinity Map "Record Drawing " QRpfESS/�\ 5 Gq RD l No. C48 80 m F OF cm -\F ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. // la // 8APPROVED BY: bATE 1. "✓ APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENCROACHMENT PERMIT No. 0504-18 6/8/2018 REVIEWED BY: KERN COUNTY PUBLIC WORKS DEPARTMENT DATE ENGINEERING DEPARTMENT REVISIONS: PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DATE: BUT. DIST EHi0TION❑ MAP PIAT STET -12 SYSTEM SCBEMATIC ❑ STATION CJ O SCHEMATIC El PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: G-01 SHT 1 OF 2 -3 -12 CJ O y � .. � y � y � A� O � DISTRICT: BAKERSFIELD DATE: PROJECT ID.: DRAWING NO.: G-01 SHT 1 OF 2 I`0 NAIL AND TACK ...,,•' .�....� .............�..�..." .. � � �� -- ..�.,....�..._._...� .....,�_.�.......,._.._;,-�.:.�:.•,... a . ' "'""„• STAMPED RCE -175 4 • 4 . a . : CRIWMAY W' I .4 W Aw- BUSH w..... .s 4s . BUSH .........•,..(S`�') ..,, E . S. i \\\ Ty PER 'I CT' NO: 5074GRASS - . t GLASS {J9 s 4\" FENCE EE CE 4' d 4 € a t'NALL A . ♦. f CANOPY E TIN@, WtLL 197-01 I J R-1 W. A ' �� CHEMICAL Z ..- a' ! ENCLOSURE I M€}WSTRIP a XE e � I mT 1 w a 1 M PFENCE Fv VIA IE €� I ...... -. PEI STATION 197 PIPING I SCHEMATIC PIAN I� I € I GRA VEL --}` •..•-•••--..a I 1 I I.I I I GAC tS(- �:€ I LINES PER CLIENT REOUNES TBM I . `GAC ry� I E €€ I EL=40•x,.36 j h`�•• I I:I I� I� COi.il N (TYP) I G 1 I E RA €VEL Ill 1 I I€ I I € •:I I r/ 0 3 I I I€I a I . . .... 4 � - 36" CATCH I BASIN � £� FF * Em .......................... GRASS ......................... ZONE R.......2 P. U , D. NOTES: !a 1. PIPELINES ON CITY RIGHT-OF-WAY SAWCUT AND REMOVE EXISTING SIDEWALK, CURB AND GUTTER (MARKED IN FIELD BY CITY INSPECTORS) IN ACCORDANCE WITH CITY STANDARDS. MATCH EXISTING GRADES SHALL BE INSTALLED PER COB E .y... ., „ E@€ € STANDARD ST -12 AND PROVISIONS I ' OF COB STREET PERMIT. E 6238825.33 2. PIPELINES WITHIN COUNTY PROPOSED C;ATCId BASIN RIGHT-OF-WAY SHALL BE S'T;A 1 100,00 INSTALLED PER KERN COUNTY EL=404,41 DEVELOPMENT STANDARDS AND 3.0 PROVISIONS OF KERN COUNTY E ENCROACHMENT PERMIT. Z U- 0 w 3. VERIFY LOCATION OF EXISTING EI_=402,05 UTILITIES PRIOR TO a; CONSTRUCTION. NOTIFY ENGINEER 6' PU IF THERE IS A CONFLICT. 17.50 4. PROVIDE PIPE SADDLE PER CITY STA 1 +01,50 STANDARD D-18 FOR CLEARANCE INV I:L-;93 6? LESS THAN 12". 14.0" II::LCO RISER •IELCO Ri6E:R 2 0 EXISTING 0:: BLOCK WAL.L. EK15'f. 2'ELEG -CAA OU t T f W GQ?) , I . SAWCUT AND REMOVE EXISTING HANDICAP RAMP, AND REPLACE IN ACCORDANCE WITH CITY STANDARD ST -10' sf `N s 34'-3" cry €rz 4 � I 4 i I 4 a I t � I ""• ' E !a . • C9 E SAWCUT AND REMOVE EXISTING SIDEWALK, CURB AND GUTTER (MARKED IN FIELD BY CITY INSPECTORS) IN ACCORDANCE WITH CITY STANDARDS. MATCH EXISTING GRADES � Ort - E .y... ., „ E@€ € E 6238838.59 I ' E E 6238825.33 AT CONNECTION POINTS. N 2332878.36 E 6238744.65 w L G1+A1+0+A2+G2 1 I I 3.0 m E 6.25 Z U- 0 w FL EI_=402,05 4 a; 3.0 6' PU hbiII IC UTILITY SEMENT 17.50 124.3 L.F. ® S=(-)4062 1/2- 3/4" .375" co PER 11 ACT NO. 50 4 14.0" ra 1/2" 3/4" 30 0 4 10 1/2- 3/4" 30 10.00" y 18.0" 10 xp) 3/4" .375" 11.25" 20.0" 10 1/2- 3/4" 20 12.50" 25.75" .25" 1/2" 3/4" .375" ** 12" S17:K 35 Pvc *00005 `- XISTING PG&E AND TELEPHONE - SAWCUT AND REMOVE EXISTING PAVEMENT. I£. I REPAIR EXISTING PAVEMENT WITHIN COB r i RIGHT-OF-WAY PER CITY STD. ST -11 AND AX a (# PER KERN COUNTY DEVELOPMENT STANDARDS 1 I FOR PORTION WITHIN COUNTY RIGHT-OF-WAY. "PETROLEUM IPELINL° r MANHOLE PER CITY YIIESS I STANDARD SW -4 POST S 89_41'10'E I _--- _ J tT - T- ---� - I 1 _ t'a IBP .................... 1 PROPOSED 18" RCP PRIVATE DRAIN `No ��\ ;�' kx TO STORM DRAIN CATCH BASIN 3 \ �� �� ♦ I'D 2' BRASS MSK IN WELL MONUMENT PER TPACT NO 5074 GRAPHIC SCALE 10 0 5 10 FEET ZONE P.C.D. PRIVATE DRAIN COORDINATES 1 N 2332853.75 E 6238850.17 2 ' N 2332853.82 E 6238838.59 3 N 2332877.92 E 6238825.33 4 F N 2332878.36 E 6238744.65 -RELOCATION OF EXISTING 3 12" WATER LINE, SEE DETAIL - 8Fv IR E Ev _- i E „ E 45,00' CITY OF BAKERSFIELD INV: 389 05 YI A i h4 TELCO RISER KERN COUNTY E 4 p _.. ' i W i I �` I.......................��.E..._..............................Z 1"O PRIVATE SUMP 2ACIt € I TOItlEI BY MMI SERVICES, INC,) (BASIN e ! a o MANHOLE PER COUNTY �....� w, _. I m Z STANDARD D --- 5 I €� IVIRE E(P) - _ _.... I w r CONNECT T EXISTING . `_-4 E(p) •--••�-. 0 .w -:E(P) L ,,; _.�------•-__i....•........ I; ♦ _. E(p) _ . _ _ Grp,) _ _ _._ $Y _. ` - .(I�) �- _ STORM GRAIN BASIN PER x I _ .�- _ S 89'40'10" E --£ KERN COUNTY STANDARDS r I 1 SITE PLAN SCALE 1 " = 10' sTA 1+23.93 tN�t.E�a 39 S.sc� PAT Jnr s-ry-u c --r . CW--. CoLt.o,e_ MR WAY C -%'TY STD V -la►, Ag Mot?\FIE�� To GoIVNEcT w, PVG To w Rc-P, MR•TcE1 _1NYERT• /-EEXISTING AC / PAVEMENT 77.6 L.F. ® S=(-)0.0050 � 18" RG`P EXISTING 12" GAS LINE STA 1+80.69 (SEE NOTE 4) MANHOLE INV. EL=398.28 EXISTING SEWER INV=389.05 2 PROPOSED 18" RCP PRIVATE DRAIN PROFILE o� QTY Al JI w C1 81-2E D � Iz G1 H1 G1 -E G2 H2 G2 -E A2 Qo C2 62-2E L G1+A1+0+A2+G2 1 1 3.0 m 2.99 6.25 Z U- 0 w FL EI_=402,05 Y I j 3.0 4.24 1 17.50 124.3 L.F. ® S=(-)4062 1/2- 3/4" .375" SCALE 1 " = 10' 11 1 1 ....... - °� Tei PRIVATE SUMP STA 2+08.10 k -STA 2+17.7± CONNECT TO EXISTING STORM DRAIN J MANI1OLE IN CATCI-f BASIN. INV. EL=398,0:1: EL=. 98.13--------_._..�.. t N 8,0 I_F. @ S:='-)0,0163 EXISTING 12" CAL WATER MAIN TO BE RELOCATED BELOW 18" 3 DRAIN. SEE DETAIL - PIECE MARKED QTY Al B1 A1/.707 C1 81-2E D F D -2E G1 H1 G1 -E G2 H2 G2 -E A2 B2 A2/.707 C2 62-2E L G1+A1+0+A2+G2 1 1 3.0 4.24 2.99 6.25 5.0 2.625 2.0 2.625 2.0 3.0 4.24 2.99 17.50 20 1/2- 3/4" .375" 7.50" 14.0" 10 1/2" 3/4" 30 8.75" 16.0" 10 1/2- 3/4" 30 10.00" y 18.0" 10 1/2" 3/4" .375" 11.25" 20.0" 10 1/2- 3/4" 20 12.50" 25.75" .25" 1/2" 3/4" .375" ** (D 1d O a 0-4 � O � � r L Gi G2 Hl (T.P) H2 8" COATING HOLDBACK TYP� (TMP) B1 B2 - C1 C2 STEEL PIPE (TMP) 45' WELDING Al ELBOW (TYP) A2 CEMENT MORTAR LINING FLUSH TO PIPE ENDS E (TYP) (TYP) F� D NOTES: 1. STEEL CYLINDER PER A.S.A. WITH ASTM A53 TEST PRESSURE AND ASTM A36 PHYSICAL PROPERTIES. 2. COATING SHALL BE REINFORCED WITH 14 GAUGE WIRE MESH OR 14 GAUGE WIRE SPIRALLY WOUND IN CENTER OF COATING PER LATEST REVISION OF AWWA STANDARD C205. 3. WELDING FITTINGS SHALL BE ASTM A234 GRADE B. 4. STEEL PIPE WITH 25.75" OD SHALL BE MANUFACTURED & TESTED PER ** FABRICATE MITER WELDED ELBOW PER AWWA C-208 LATEST REVISION OF AWWA CML = CEMENT MORTAR LINING STANDARD C200. CMC = CEMENT MORTAR COATING CWT CEMENT MORTAR LINED & COATED STEEL 6931?7 DOUBLE OFFSET WITH 45'0 ELBOWS G,4 Rprye Lo �� � z w No. C48 80 `'' a � F ofCADS f � r EXISTING GRADE EXISTING 2'-0" PROPOSED 12" WATER 18" DRAIN --\ EXISTING TEE O 0 O I7 -TRANSITION COUPLING PER SPECIFICATIONS (EACH SIDE) EXISTING GAS LINE. Z PROTECT IN PLACE o m J U 5'-0" 3 RELOCATION OF EXIST. 12" WATER LINE 12" CML&C STEEL PIPE PER CAL WATER STANDARD DRAWING CWT 693 (DOUBLE OFFSET W/45- ELBOWS) NOTE: PRIVATE DRAIN LINE IN CITY AND COUNTY RIGHT-OF-WAY TO BE PRIVATELY MAINTAINED BY CALIFORNIA WATER SERVICE, CO. FLUIDIZING WATER DISCHARGE PIPE ELBOW TOTAL VOLUME PIECE MARKED STEEL CYL. (OD) SCHED. CML CMC SCHED. E y 6.63" 40 3/8" 3/4" 40 3.75" 8.63" 20 3/8" 3/4" 40 5.00" 10.75" 20 1/2 3/4" 40 6.25" 1 12.75" 20 1/2- 3/4" .375" 7.50" 14.0" 10 1/2" 3/4" 30 8.75" 16.0" 10 1/2- 3/4" 30 10.00" y 18.0" 10 1/2" 3/4" .375" 11.25" 20.0" 10 1/2- 3/4" 20 12.50" 25.75" .25" 1/2" 3/4" .375" ** BE MANUFACTURED & TESTED PER ** FABRICATE MITER WELDED ELBOW PER AWWA C-208 LATEST REVISION OF AWWA CML = CEMENT MORTAR LINING STANDARD C200. CMC = CEMENT MORTAR COATING CWT CEMENT MORTAR LINED & COATED STEEL 6931?7 DOUBLE OFFSET WITH 45'0 ELBOWS G,4 Rprye Lo �� � z w No. C48 80 `'' a � F ofCADS f � r EXISTING GRADE EXISTING 2'-0" PROPOSED 12" WATER 18" DRAIN --\ EXISTING TEE O 0 O I7 -TRANSITION COUPLING PER SPECIFICATIONS (EACH SIDE) EXISTING GAS LINE. Z PROTECT IN PLACE o m J U 5'-0" 3 RELOCATION OF EXIST. 12" WATER LINE 12" CML&C STEEL PIPE PER CAL WATER STANDARD DRAWING CWT 693 (DOUBLE OFFSET W/45- ELBOWS) NOTE: PRIVATE DRAIN LINE IN CITY AND COUNTY RIGHT-OF-WAY TO BE PRIVATELY MAINTAINED BY CALIFORNIA WATER SERVICE, CO. FLUIDIZING WATER DISCHARGE TIMING PEAK FLOW TOTAL VOLUME ONE TO TWO DAYS PER YEAR 750 GPM 60,000 GALLONS 0.18 AF EXISTING PRIVATE SUMP DESIGN CAPACITY = 1.6 AF PER KERN COUNTY GRADING PERMIT #12922B SCALE 1" = 4' 3-�7 CITY RECORDS N0. ENGINEERING DEPARTMENT REVISIONS: DATE: WN. DET OUTWNO H MAP FLT O SHaT sygm o sCBMTIC •• sLTIoN y scumunc PLAT SHEET NO.: SCALE: 1" = 10'-0" DRAIFN BY: VENE DESIGNED BY: DATE: CHECKED BY: DATE: APPROVED BY: A=�COM AECOM Water 5001 E. Commercenter Dr Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DATE: PROJECT D).: DRAWING NO.: C-01 SHT 2 OF 2 H •• O y O � � v � � � y � U1 (D 1d O a 0-4 � O � � r C4 CDO DISTRICT: BAKERSFIELD DATE: PROJECT D).: DRAWING NO.: C-01 SHT 2 OF 2