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HomeMy WebLinkAbout6.2-626 Record DrawingSEWER PLAN APN: 169-041-09 324 MADISON STREET, BAKERSFIELD CA. GENERAL NOTES: Legend 1. 24 HOUR INSPECTION NOTICE — PRIOR TO THE START OF ANY APN ASSESSORS PARCEL NUMBER pr PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION �d Cn � y SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE BFV BACK FLOW VALVE SECTION MAY BE NOTIFIED AT (805) 326-3049. CWS CALIFORNIA WATER SERVICE DEMO DEMOLISH 2. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF DI DRAIN INLET BELLE TERRACE BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK EC ELECTRIC CABINET 0 0 PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT—OF—WAY. C"� Z UNLESS SECURED BY IMPROVEMENT AGREEMENT, APPROVED EPB ELECTRIC PULL BOX INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S EXIST. EXISTING ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT—OF—WAY FL FLOW LINE SHALL BE POSTED PRIOR TO THE ISSUANCE OF THE PERMIT. FS FINISH SURFACE NG NATURAL GROUND 3. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) RAW RIGHT OF WAY MING AVE WORKING DAYS PRIOR TO CONSTRUCTION. CASA LOMA DR SIM. SIMILAR 4. COMPACTION TEST NOTE — COMPACTION TESTS SHALL BE THE TC TOP OF CURB RESPONSIBILITY OF THE DEVELOPER/ SUBDIVIDER/ CONTRACTOR. TOE TOE OF SLOPE THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE TOP TOP OF STRUCTURE DETERMINED BY THE CITY ENGINEER. TOS TOP OF SLOPE 5. ANY ITEMS IN PUBLIC RIGHT—OF—WAY THAT ARE DAMAGED OR DO CENTER LINE NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL ( CONCRETE PAVEMENT REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. Dcm FIRE HYDRANT ® FOUND MONUMENT 6. PIPELINES ON CITY RIGHT—OF—WAY SHALL BE INSTALLED PER COB �,� GATE STANDARD ST -12. �y HOSE BIBS 7. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF ® IRRIGATION CONTROL VALVE WALL SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK f� PROPERTY LINE En WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OS SEWER MANHOLE OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. © SEWER CLEAN OUT —� SIGN 8. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL PLANZ RD POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF TREE INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL ® WATER VALVE PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH WM WATER METER ST CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009—DWQ AS G(P) GAS LINE PAINTED AMENDED BY ORDER 2010-0006—DWQ) MUST BE FILED WITH THE WHITE LN STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE E(P) ELECTRIC LINE PAINTED THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH OHE OVERHEAD ELECTRIC THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION ss(P) SANITARY SEWER LINE PAINTED PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED SS(R) SANITARY SEWER LINE PER RECORD OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING SD(P) SANITARY SEWER LINE PAINTED NORMAL CONSTRUCTION HOURS. Vicinity Map SD(R) SANITARY SEWER LINE PER RECORD —x 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 Drawincyl /nOFESS/n. kivC48 80 �F CAE 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. l /o Aj APPROVED BY: bATE t ©1 Zig i �z APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEERING DEPARTMENT REVISIONS: DATE: MIT. DISTRIBUTION O MAP PIAT El SYSTM ❑ SCBB ", STATION El PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: �Ir AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com BARSTOW BAKERSFIELD HWY ~ pr y �d Cn � y 58 Site o BELLE TERRACE (D Ste' 0 0 C"� Z C) r 3 p O Q v~i MING AVE CASA LOMA DR o w Ln O 'Z Z Z O N O Z Q WILSON RD �y J alp En = PLANZ RD PLANZ RD BROOK ST 99 WHITE LN fN H Z Vicinity Map "Record Drawincyl /nOFESS/n. kivC48 80 �F CAE 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. l /o Aj APPROVED BY: bATE t ©1 Zig i �z APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR DATE ENGINEERING DEPARTMENT REVISIONS: DATE: MIT. DISTRIBUTION O MAP PIAT El SYSTM ❑ SCBB ", STATION El PLAT SHEET NO.: SCALE: NO SCALE DRAWN BY: DTG DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: �Ir AECOM Water 5001 E. Commercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com DISTRICT: BAKERSFIELD DATE: PROJECT D).: DRAWING NO.: G-01 SHT 1 OF 2 lot ~ pr y �d Cn � y � (D Ste' C"� Z C) DISTRICT: BAKERSFIELD DATE: PROJECT D).: DRAWING NO.: G-01 SHT 1 OF 2 NOTE: ALL WORK WITHIN THE COB RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH ADOPTED COB STANDARDS AND THE PROVISIONS OF COB STREET AND/OR ENCROACHMENT PERMITS. RELOCATE EXISTING, MOVE 7' SOUTH ALONG EXISTING ZONE R-2 FENCE LINE REGRADE EXISTING FINISH YARD SURFACE TO MATCH TOP OF NEW DRIVEWAY APPROACH _ t .............. r ,........ " ,... ......... 5 SET TOP OF INLET 2" s ._._ GRA. ___ - o s `w ABOVE FINISH SURFACE I° _,. w„ - - SLOPE TO MEET FINISH =y. SURFACE ® MIN 10:1, TBM <5 TYP 4 SIDES I E EL=391.26` t ... ............................. 5i??r€` Yf�s_ -` ------- ''', ` ' e,kE LL. £ 33 o,l 5 > (£M w _.,.......................:.. i .........,..........,:; 1 ti---- —.—_.................. PVC DRAIN 1 r ISb L.F. 0F NEW f PAINTED ' {n ..3 f I EXIST. EXIST.,w_ , # Cj TC=390.76 PROPOSED FLUIDIZED WATER INLET SLOPE FINISH SURFACE AWAY FROM INLET A2 10: 1 MIN �y EXISTING GRAVEL YARD SURFACE STA 1 +46.13 INV EL=385.86 1ATE 00 j .rte GA W A TLE P EI .......... WPis -» S PAUL-I. fxi_k, V%3F..3 Y POLI. r 0 � f %y f 1 � Fi q t 'P0SF, 1 ate. PlP G i " y rPw ' ............ d h £ ` r ENOLOSUM i! n f P '. kh ` 3 sF Aga i 4 €' aCI �f �:�° ... ,� . ...,. i •' ...,.+,.:.:.a:: A } w C, ....M .�..... <.. .�: .-..w ................. f::'.".,'. +.3. <. F:^'",.,.,."'^""" _. ,f Y.�....••........... VM ITS ^' �aas 'w EXTEND EXISTING WALKWAY-SAWCUT AND REMOVE APPROX 4' OF EXISTING 2.5' WIDE WALKWAY TO PUMP BUILDING, REPLACE WALKWAY AND MATCH EXISTING GRADES AND PROPOSED NEW CONCRETE SIDEWALK—/ �"— --_..... ZONE R-2 �-� ASPHALT PARKING LOT=� 9E E 3 I { i 69.98 L.F. @ S=(-)0.0050 EXISTING CHAIN LINK FENCE 9.6 L. F- S- )0.0635 INV EL=385.51 STA 2+25.71 INV *EL=384.90 A 6" PVC DRAIN PROFILE SCALE: HORIZ. 1" = 10'-0" VERT. 1 " = 2'-0" GRAPHIC SCALE 10 0 5 10 FEET SAWCUT, REMOVE, AND REPLACE EXISTING DRIVEWAY APPROACH PER COB STD ST- 7' L I Lo is 6" SDR 35 A oil , 5 I PVC DRAIN 1 r ISb L.F. 0F NEW f PAINTED ' {n ..3 f I EXIST. EXIST.,w_ , # Cj TC=390.76 TC=390.79 ! (fEXISTING i FL=390.36 # 'I EXISTING PAVEMENT. REPAIR �.. PAVEMENT PER COB STD a\......,..._...._ ST -11, BACKFILL TRENCH 1 PER COB STD ST -12 } SAWCUT AND REMOVE APPROX 1ATE 00 j .rte GA W A TLE P EI .......... WPis -» S PAUL-I. fxi_k, V%3F..3 Y POLI. r 0 � f %y f 1 � Fi q t 'P0SF, 1 ate. PlP G i " y rPw ' ............ d h £ ` r ENOLOSUM i! n f P '. kh ` 3 sF Aga i 4 €' aCI �f �:�° ... ,� . ...,. i •' ...,.+,.:.:.a:: A } w C, ....M .�..... <.. .�: .-..w ................. f::'.".,'. +.3. <. F:^'",.,.,."'^""" _. ,f Y.�....••........... VM ITS ^' �aas 'w EXTEND EXISTING WALKWAY-SAWCUT AND REMOVE APPROX 4' OF EXISTING 2.5' WIDE WALKWAY TO PUMP BUILDING, REPLACE WALKWAY AND MATCH EXISTING GRADES AND PROPOSED NEW CONCRETE SIDEWALK—/ �"— --_..... ZONE R-2 �-� ASPHALT PARKING LOT=� 9E E 3 I { i 69.98 L.F. @ S=(-)0.0050 EXISTING CHAIN LINK FENCE 9.6 L. F- S- )0.0635 INV EL=385.51 STA 2+25.71 INV *EL=384.90 A 6" PVC DRAIN PROFILE SCALE: HORIZ. 1" = 10'-0" VERT. 1 " = 2'-0" GRAPHIC SCALE 10 0 5 10 FEET SAWCUT, REMOVE, AND REPLACE EXISTING DRIVEWAY APPROACH PER COB STD ST- 7' L I Lo is E uLE€ 6" SDR 35 A oil , 5 I PVC DRAIN 1 r ISb L.F. 0F NEW 5 PAINTED ' {n ..3 f I SIDEWALK PER COB EXIST.,w_ , # o TC=390.76 STANDARDS, MATCH FL=390.26 (fEXISTING i SAWCUT AND REMOVE EL=377.36 (EXISTING) EXISTING PAVEMENT. REPAIR �.. PAVEMENT PER COB STD a\......,..._...._ ST -11, BACKFILL TRENCH 1 PER COB STD ST -12 } SAWCUT AND REMOVE APPROX y 27 L.F. OF EXISTING CURB AND GUTTER. CONSTRUCT NEW CURB AND GUTTER PER COB ST -1 1 TYPE "B" L i E uLE€ ONSTRUCT APPROX. NEW l i 1 r ISb L.F. 0F NEW EXISTING SEWER PER COB STD SIDEWALK PER COB I ¢ ± i PER COB STD DETAIL SW -3 STANDARDS, MATCH TOP (fEXISTING y GRADES EL=377.36 (EXISTING) ...............y:::..,.y................... :,... ..­...._..,.,., ........ ,......... ....�„�.....,.ff. V1 a\......,..._...._ CONNECTION O !.EXIST. � y E TC=390.71 FL=390.21 { f; I { � y CD I CD I cz cz • E ? f 0 ca 00 STA 2+85.89 CONSTRUCT NEW 48" DROP MANHOLE IN DATE: PUT. EXISTING SEWER PER COB STD DETAIL SW -2 WITH DROP INLET PER COB STD DETAIL SW -3 enc TOP EL=391.45± y INV EL=377.36 (EXISTING) 6" DRAIN -DROP V1 MH CONNECTION O '! 43,00' EXISTING 8" SEWER STA 2+85.89 CONSTRUCT NEW EXISTING CONCRETE 48" DROP MANHOLE IN CURB AND GUTTER EXISTING SEWER PER COB STD EXISTING AC MADISON DETAIL SW -2 WITH DROP INLET PAVEMENT STREET PER COB STD DETAIL SW -3 TOP EL=391.45± . .b h. ..v7w,E i,."-. U PROPOSED 6" SDR 35 PVC DRAIN 8.18 L.F. @ S=(-)0.0050 EXISTING WATER LINES, VERIFY LOCATION AND _]/ ELEVATION, (SEE NOTE) *NOTE: 1. ADJUST ELEVATION OF NEW 6" PVC DRAIN TO AVOID CONFLICT WITH EXISTING WATER LINES, MAINTAIN MIN. 12" CLEARANCE BETWEEN PIPES, 6" DRAIN INV *EL O DROP=384.62- 6" DRAIN INV EL =377.56— INV IN EL =377.53 EXISTING 8" SEWER INV EL =377.36± VERIFY i r IN 3 Rbcord D _ vAT1✓. _ 8/14/18 �OFESS/J <Z-205' GgQO IF V 2 h UJ w No. C48?80 �1 OF CAL FLUIDIZING WATER DISCHARGE TIMING PEAK FLOW TOTAL VOLUME ONE TO TWO DATE: PUT. DISTRIDUTION� M" DAYS PER 100 gpm 72,000 Gal YEAR STATION ENGINEERING DEPARTMENT REVISIONS: PLAT SHEET NO.: SCALE: 1" = 10'-0" DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. C ommercenter Dr. Bakersfield Ca. 93309 661.283.2323 tel 661.395.0359 fax www.aecom.com tQ DATE: PUT. DISTRIDUTION� M" PUT QSEMET SYSTEM SCHEMATIC El STATION enc PLAT SHEET NO.: SCALE: 1" = 10'-0" DRAWN BY: VENE DESIGNED BY: CHECKED BY: DATE: APPROVED BY: DATE: AECOM Water 5001 E. C ommercenter 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 tQ ttrr. � y V1 O � y N O � y CD CD I cz cz • CD I ~lotO r M--► C� GO GO O DISTRICT: BAKERSFIELD DATE: PROJECT D).: DRAWING NO.: C-01 SHT 2 OF 2