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HomeMy WebLinkAbout6.2-715-, Ia 7 P CCHEC0 ROAD FAIRVIE I ROAD OJECT CATION I APPROVED BY: o JI Q 0 0 Q � HOSKING ROAD w _, m McKEE ROAD PUMDKIN GREENFIELD CE TER U) CU OW ROAD Qii —1nnn. VICINITY MAP NO SCALE ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPL Y WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWNGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. H. HUL ON, R. DATE E 38265 (EXP 3-31-21) APPROVED BY: �l NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE RCE 61069 REVIEWED BY. i 2020DATE STUART PATTESON, ASSISTANT PUBLIC WORKS DIRECTOR RCE 44898 IMF Buz] NI AM PARMAR URGENT CARE 6640 WIBLE ROAD CITY OF BAKERSFIELD,, STATE OF CALIFORNI NW CORNER SECTION 25 I I PCD# 18-0098 APN: 515-010-29 I I I' I I. 3 I ---II -- _j --------- I -------------� INDEX MAP SCALE: 1" = 40' LANE I I I i I I I I i I I i I I i I I I i I I I I i I i I I I i I I APN: 515-010-26 i I i I I I i I i I I I i I I I i I I I i I i LEGEND SEWER MANHOLE i is8 PROPOSED 8" SEWER MAIN EXISTING SEWER MAIN i I 1 UTUTY NOT ..- NOT ALL UTILITIES WERE LOCATED ON THIS PLAN AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FACILITIES NOT SHOWN FOR FOR INFORMA TION OBTAINED FROM OUTSIDE SOURCES CONTRACTOR SHALL CONTACT ALL COMPANIES WTH UNDERGROUND FACILITIES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILITIES AND UTILITIES. USA 1 800 642-2444. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMP HOLE AT THE NORTHWEST CORNER OF SECTION 25, TOWNSHIP 30 SOUTH, RANGE 27 EAST. ELEVATION = 359.53' (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 00°36'01" WEST ALONG THE CENTERLINE OF WIBLE ROAD BETWEEN TWO FOUND MONUMENTS AT THE INTERSECTIONS OF PANAMA LANE & BERKSHIRE ROAD PER PARCEL MAP NO. 3509, BOOK 17, PAGE 108 IN THE OFFICE OF THE KERN COUNTY RECORDER. SHEET NO. INDEX ST1 TITLE SHEET ST2 OFFSITE SEWER NOTES ST3 WIBLE ROAD (PLAN AND PROFILE) MATERIALS EI ST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER SEWER MANHOLE 2 EA 8" SEWER MAIN 152 LF NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE N0. 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET 3. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY, NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. � rn co z O U ... 00 o F55 w W DX U coU CO H N iT W 0 >_ U Y < a !� Q U W T- ". ui U Q W w O O Q 0 Cal M ui cn W 0 Y m + { t w m _> � � rn U) O co z O U ... W -J pj FJ5 92 F55 w W DX 4� CO H N W LL 0 >_ U) O Q z O U ... W -J pj FJ5 92 F55 w z 4� CO H U) O z O z O O OLLJ F55 w z O z z N a >r 0 H 10 a U W 2 U W Z U W T- O U) U u J U Q U z Q w O O O 0 Cal M 0 N cn z 0 LiW Lli + { t w _ _> _ _ T- _ W rl co Q U) O z O z O EO�5 w w F55 w z O z z z Lu a >r 0 0 10 a U W 2 U W Z U W T- O U) U u J U Q U z Q w � � a 0 Cal M 0 N cn O — — No w O N O C) 0 0 0 M N W O0, QROFESS/pN Y\.HU[_SO co0� s� m Lu RCE 38265 cP�T CIV \L ��\P FOFCAUFO JOB No.: 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SUBMITTED BY: g SHEET HN H. HUL ON, S R.C.E. 38265 DATE i s Vv" 1 I CITY RECORDS NO. 1 OF 3 SHEET;. X \LAND PROJECTS\1390.18 PAUL DHANENS - WIBLE ROAD URGENT CARE\DWG\WIBLE ROAD URGENT CARE - SEWER IMPROVEMENT PLAN - REV3.DWG 8/28/2020 22221 PM U) z LU Ly F..-- Z � ^ W 0> l..L J z 0 LiW Lli + { t w Li— ry W co Lit W LL LL 0 JOB No.: 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SUBMITTED BY: g SHEET HN H. HUL ON, S R.C.E. 38265 DATE i s Vv" 1 I CITY RECORDS NO. 1 OF 3 SHEET;. X \LAND PROJECTS\1390.18 PAUL DHANENS - WIBLE ROAD URGENT CARE\DWG\WIBLE ROAD URGENT CARE - SEWER IMPROVEMENT PLAN - REV3.DWG 8/28/2020 22221 PM GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, I ATEST 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, LATEST EDITION. 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 THE PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT 24 HOURS NOTICE. THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ENGINEER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN BASED ON AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATIONS AND DEPTHS OF ALL UTILITIES PRIOR TO THE 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 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. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 12. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE CLIENT, OWNER AND CONTRACTOR AGREE TO HOLD THE CONSULTANT HARMLESS AND RELEASE THE CONSULTANT FROM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 13. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY, AND IMPLEMENTATION OF THE EROSION, SEDIMENTATION & DUST CONTROL PLAN AND THE STORM WATER POLLUTION PREVENTION PLAN; 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. 14. 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 DRAWING OR SPECIFICATIONS, HE SHALL SUBMIT A WRITTEN REQUEST TO THE ENGINEER FOR AN INTERPRETION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID FOR THE PROJECT. 15. ENGINEER 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 ENGINEER. 16. SEE GRADING, WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. 17. 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 AN 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 ISSUANCE OF THE PERMIT. 8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD `:TANDARD DRAWINGS SW -4 AND SW -5 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS, LATEST EDITION (SEE GENERAL NOTE 2). MANHOLES FOR PIPES 15" AND LARGER IN DIAMETER SHALL BE LINED BY A METHOD APPROVED BY THE CITY OF BAKERSFIEI D PUBLIC WORKS DEPARTMENT. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -5. 10. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS/CU. YD. OF CEMENTATIOUS MATERIAL AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. CEMENT SHALL BE TYPE II. 11. 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 AS ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24-HOUR MINIMUM NOTICE SHALL BE GIVEN TO THE CONSTRUCTION INSPECTION DEPARTMENT FOR TEST AND INSPECTION. 12. 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 THE CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY NOTIFY THE 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 PROPERTYOF THE CITY. CONNECTION SEAL TO PVC LINED SEWERLINE OR MANHOLE 1. THE CORED HOLE SHALL BE APPROXIMATELY 3 INCHES GREATER THAN THE OUTSIDE: DIAMETER OF THE CONNECTING LINE. THE CORED HOLE SHALL BE DESIGNED TO CUT A HOLE WITH MINIMUM DAMAGE TO THE REINFORCING STEEL, PIPE, OR PLASTIC LINER. 2. PRIOR TO THE INSTALLATION OF THE PVC BOOT ON THE CONNECTION, THE PLASTIC LINER AROUND THE PIPE AT THE CORED HOLE SHALL BE CLEANED PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. THE END OF THE CONNECTING LINE SHALL BE SEALED TO THE PVC BOOT WITH SIKA 449/203 PRIMER AND SIKA FLEX 1A SEALANT OR AN APPROVED EQUAL. 3. THE PVC BOOT SHALL BE ORDERED SO IT WILL FIT SNUGLY TO THE OUTSIDE WALL OF THE CONNECTION 4. THE PVC BOOT AND WELD STRIPS SHALL BE INSTALLED AND TESTED FOR HOLIDAYS PER THE PLASTIC LINER MANUFACTURER'S RECOMMENDATION. 5. THE CONNECTING LINE SHALL BE CENTERED IN THE CORED HOLE AND PLACED SO IT IS FLUSH WITH THE INSIDE WALL OF THE RCP. 6. THE PVC BOOT WELD STRIPS SHALL BE MANUFACTURED BY AMERON, INC. OR AN EQUAL APPROVED BY THE CITY ENGINEER. CITY OF BAKERSFIELD 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 IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -12. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING ST -11. 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/OR PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. 5. FLOODING AND 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 1 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 TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CON TRA C TOR TO OB THIN LA TEST EDi TION THEREOF) NOTE TO CON Tf 1'A C TOR ALL MANHOLES AND CLEANOUTS WITHIN PROJECT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANN,OLES MAY ,REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS CITY STD. N0. DESCRIPTION c�c CITY STD. N0. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ® SW -2 MANHOLE, TYPE "A" ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ❑ SW -3 MANHOLE, TYPE A" WITH DROP CONNECTION ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ❑ SW -4 MANHOLE TYPE B" ❑ D-9 DRAINAGE BASIN ❑ SW -5 8` CLEAN OUT ❑ D-10 OUTLET STRUCTURE ® SW -6 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-11 7EMPORARY DRAINAGE BASIN ❑ SW -7 SEWER PIPE CONNECTION ❑ D-12 CHAIN LINK FENCES ❑ SW -8 SEWER LINE IN PIPE CASING ❑ D -1J CHAIN LINK GATES ❑ SW -10 PUMPING STA 77ON DETAIL ❑ D-14 CATCH BASIN, TYPE 'A ❑ SW -11 PUMPING STA TION THRUST BL OCK ❑ D-15 CA TCH BASIN, TYPE A-1 " ❑ SW -12 PUMPING STATION AIR VENT ❑ D-16 JUNCRON BOX ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-17 GUTTER DEPRESSIONS ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 PIPE SADDLE ❑ D -J CHANNEL PROTECTION ❑ D-19 COLLAR 7RANS177ON ❑ D-4 CHANNEL PROTECTION ® ST -11 STANDARD PAVEMENT PATCHES ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST- 12 7RENCH BACKFILL & COMPAC77ON NOTE TO CON Tf 1'A C TOR ALL MANHOLES AND CLEANOUTS WITHIN PROJECT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANN,OLES MAY ,REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS c� 00 co L1J U Y a o� Wo Z w_j QUJ COuj m� O rn w � 0 0 0 � M a: T U)IU)I(f;I Z Z z . mmmirel I> I> c�c > Llj W PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. CHECKED BY: cmo.,er Of Qf O F_ 1= z z Or r� c� 00 co L1J U Y a o� Wo Z w_j QUJ COuj m� O rn w � 0 0 0 � M a: T U)IU)I(f;I Z Z z . mmmirel 0) 0 0 0 N N N CO N c - O N G� 00 N CV O O CG �RpFESS/pA 0 �r.HULs�I ?i A D _ cP � �Ft(�Lr;it31(ib � T FOF CAS\FO 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY I> I> DATE: > Llj LLJ PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. CHECKED BY: � Of Qf O F_ 1= z z z a LLJ Lu Lu U) O O O w Y Y Y Z U U U O w = U Q w _ U J w _ U Z Q w w a a a- 0 0 0 Z M cn N 0) 0 0 0 N N N CO N c - O N G� 00 N CV O O CG �RpFESS/pA 0 �r.HULs�I ?i A D _ cP � �Ft(�Lr;it31(ib � T FOF CAS\FO 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. CHECKED BY: JHH SCALE: z 19. STAMP AN 'S' INTO CURB FACE OVER EACH SEWER LATERAL. 20. NO PUBLIC WORKS INSPECTIONS WILL BE GIVEN FOR THE WORKING IN THE UNDEDICATED ROADWAYS IN THIS PROPERTY UNTIL A SUBDIVISION PERMIT HAS BEEN OBTAINED. < Z 0L_j W Z CITY OF BAKERSFIELD SEWER NOTES 0 1. AL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD t 'z W SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER.((W ' a- 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER AND STRENGTH OR CLASS OF PIPE. rY�i - > ^' , uj 3. PVC PIPE: W �"- A. MATERIALS: PIPE AND FITTINGS 12" AND SMALLER IN DIAMETER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR 35. PIPE AND FITTINGS 15" AND LARGER SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATION F679, T1 OR T2. PIPE AND iQ 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 OR SADDLES ARE NOT LL UJ 0 PERMITTED. < B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF THE 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 SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 0 SPECIFICATION D2321. ONLY CLASS I OR CLASS II EMBEDMENT MATERIAL SHALL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE, IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ABOVE THE SEWER MAIN FOR ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED OVER SEWER LATERALS EXTENDING FROM THE SEWER MAIN TO THE RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT THE PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON THESE PLANS.. 6. WYE FITTINGS SHALL BE INJECTED MOLDED IN-LINE TYPE 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, ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLUG OR CAP (SOLVENT WELDED). 7. ALL LATERALS SHALL BE EXTENDED A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE A MINIMUM OF 4" IN DIAMETER, EXCEPT AS SHOWN ON THESE PLANS. CITY RECORDS NO. JOB No. 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE: NO SCALE SHEET SW2 2 OF 3 SHEETS X:\LAND PROJECTS\1390 18 PAUL DHANENS - WIBLE h RF`' RE - SEWER IMPROVEMENT PLAN - REV3 DWG 8/28/2020 2:22:21 PM 362 360 358 356 354 352 350 EX. WATER MAIN CONTRACTOR TO VERIFY SIZE AND DEPT. I (] M m N R EXISTII T STA: 1+00.00 - 5.00 LT. O 3 CONSTRUCT SEWER MH MH ELEV. = 359.03± EX. 8" INV 1 = 352.34 8" INV E = 352.44 O f\ ----------- S8 --�—�--`/ S8 _ S89023'59"E — 0+50 1+00+50 E V' JJ IJL L. r. 4V4 V.JJ/° STA: 1+40.84 O EX. SEWER MAIN CONTRACTOR J TO VERIFY SIZE AND DEPTH PRIOR TO CONSTRUCTION PANAMA LANE PROPOSED MEDICAL OFFICE BUILDING "A" PROPOSED R/W F.F. S.F. BUILDING ILS" F.F. ELEV. = 359.70 PEDESTRIAN EASEMENT PER DOC # 219102862 � I I � I I I � � I —+ S8 �— S8 - i o^ I co O 0 C 4" SEWER LATERAL PER SEPARATE PLAN MIN) STA: - — — — — — STA: 2+52.13 1 O CONSTRUCT SEWER MH MH ELEV. = 358.73 4" INV N -S = 353.30 8" INV W -E = 352.97 NOTE: THE PROPOSED 8" SEWER LATERAL WILL BE PRIVATELY MAINTAINED AND NOT BY THE CITY OF BAKERSFIELD. _ LEGEND 2+50 A • SEWER MANHOLE FUTURE ONSITE Sa PROPOSED 8" SEWER MAIN SEWER LINE PER EXISTING SEWER MAIN SEPARATE PLAN ? PARCEL 3 m PARCEL MAP NO. 3509 5' ADDITIONAL RNV PER W BK. 17, PG. 108, O.R. DOCUMENT # 219090514 Z 0 W 0 BERKSHIRE ROAD 1111 111 •�� 0+00 0+50 1+00 1+50 2+00 2+50 362 360 358 356 CONSTRUCTION NOTES ( THIS SHEET ONLY) OINSTALL "TYPE A" SEWER MANHOLE PER CITY OF BAKERSFIELD STANDARD SW -2 2O INSTALL 8" PVC SEWER LATERAL O INSTALL MANHOLE FRAME AND COVER PER CITY OF BAKERSFIELD UTURE ONSITE SEWER 'ER SEPARATE PLAN 354 HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE, 1" = 2- STANDARD SW -6 ® PAVEMENT PATCH PER CITY OF BAKERSFIELD STANDARD ST -11 O TRENCH BACKFILL PER CITY OF BAKERSFIELD STANDARD ST -12 © REPLACE MEDIAN CURB PER CITY OF BAKERSFIELD STANDARD ST -2 O7 REPLACE LANDSCAPING PER CITY INSPECTOR 352 350 L M •.. W r w J p, FILE: URGENT CARE DATE: � 00 wlD CHECKED BY: M U AliiL = m W � H U Y jr J OC Q ... W z L 3 O a � w m O ' Y W w Q m C > z L M •.. W r w In 1n U O O O U.1 l cr o z z z 0- W K U 0 LU U �U U Y Y Y Z W W W = _ _ U U U > Z g a Do D- a rL 2 2 � m N 1 o rn rn N N N N W H (0 N Q 00 N N 0 0 0 I I I IM IN I—Viol E i E 38265 A OF J p, FILE: URGENT CARE DATE: � Zm wlD CHECKED BY: JHH AliiL N Wv � �Q( � H W L J 0 Q z ry In 1n U O O O U.1 l cr o z z z 0- W K U 0 LU U �U U Y Y Y Z W W W = _ _ U U U > Z g a Do D- a rL 2 2 � m N 1 o rn rn N N N N W H (0 N Q 00 N N 0 0 0 I I I IM IN I—Viol E i E 38265 A OF J p, FILE: URGENT CARE DATE: � Zm wlD CHECKED BY: JHH SCALE In 1n U O O O U.1 l cr o z z z 0- W K U 0 LU U �U U Y Y Y Z W W W = _ _ U U U > Z g a Do D- a rL 2 2 � m N 1 o rn rn N N N N W H (0 N Q 00 N N 0 0 0 I I I IM IN I—Viol E i E 38265 A OF 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: wlD CHECKED BY: JHH SCALE N � � H r J 0 Q� z ry O O O O �'- Q w Q C > z Q I Q z ry W m r Q' (z) w d t`9 Q In 1n U O O O U.1 l cr o z z z 0- W K U 0 LU U �U U Y Y Y Z W W W = _ _ U U U > Z g a Do D- a rL 2 2 � m N 1 o rn rn N N N N W H (0 N Q 00 N N 0 0 0 I I I IM IN I—Viol E i E 38265 A OF JOB No: 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: z CHECKED BY: JHH SCALE 1"=20' w Ll1 r J 0 Q� z ry C)auia_ �'- Q w Q C > z Q I Q z ry W m r Q' (z) w d t`9 CQ G � i w w n a�a� t�YI W LL j LL O JOB No: 1390.18 FILE: URGENT CARE DATE: 02/21/2019 DRAWN BY: JRA CHECKED BY: JHH SCALE 1"=20' SHEET SW3 CITY RECORDS NO 3 OF 3 SHEETS X:\LAND PROJECTS\1390.18 PAUL DHANENS - WIBLE ROAD URGENT CARE\DWG\WIBLE ROAD URGENT CARE - SEWER IMPROVEMENT PLAN - REV3. 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