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HomeMy WebLinkAbout5.2-11810 Record DrawingHN H. H0LSON RCE 38265 (EXP 3— 31 — t5) APPRnVVD BY: MARK! P. SHAW. RCE.52 r 7S JZ/_31/1,i) APPROVED BY: ENGINEER'S STATEMENT: -1,7-1 C)A_rE DATE / HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. / AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS, AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT T. SWANSON RCE 43032 (EXP 3-31-16) APPROVED BY: NICOLAS FIDLER , PUBLIC WORKS DIRECTOR RCE 61069 (EXP 12/31/14) REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR cr—FqmFl�=�, HARRIS i I 0 w > o � o w , O O J PROJECT I 4 SITE -N- I i I _ PANAMA LANE VICINITY MAP NO SCALE DATE 4 DATE DATE PARCEL MAP NO. 11810 CITY OF BAKERSFIELD W --� -------- ----- ........ _.._ .._ _... ..— I= ' 1 j I PARCEL 1 C$�IZ 6 CB�i3 PARCEL 13 v v v y v , _ ........... I ; ........... f I \\ ! \ \ \ I ( I 3 PARCEL 3 PARCEL 2 PARCEL 14 PARCEL 15 \ \ \ ..-.........__.__� _ 1 I fl f i........._ I OLU LACE ..._ .............._ _.... — _.... — .......... \ _ _........._ — ..... -.._ _............ —-........._ — ........._ _. ..... _..........� _ I ( l ----------------Q ----- CB 3 1� e , ------------------- CB#4 1 S13 \\\\\ I K ! N4 PARCEL 5 PARCEL 17 PARCEL 16 \ \ \ _ ._L...... _ ; _....... ——.... .... _ ............ \ \ \ i I \ � f vi a . — .... ..... , — —......I a L6 E I i} a PARCEL 6 PARCEL 18 Q LEGEND II o O3 SHEET INDEX NUMBER L — m 1 OO #12 SEWER MANHOLE W NUMBER P I s ® #12 STORM DRAIN MANHOLE W/NUMBER 1 — —..I.......... L _......\ _ .............._ ........... PROPOSED SEWER MAIN OR STORM—DRAIN EXISTING SEWER MAIN OR STORM—DRAIN � o l" ____..�`� --• ____-i PARCEL 8 PARCEL 7 PARCEL 19 PARCEL 20 o k `f- I I I I I SCARLETT COURT _-...........__..... ( 4 ANIELLECB CB 5 f $ ,0 u 6 F 8 I I I 7B#8r a H 1 ri a PARCEL 9 PARCEPARCEL 21 ...... .... _ ._._ ............. _.............. ..... .... _........... �. { —..... ......... I .... ..-- — _.... ......... ...........---- -- ........ .. --- —!� ! s5 a PARCEL 11 PARCEL 23 � I j B#9 B 10 a I ! : Y- � 1 __•_ PARCEL 12 i PARCEL 24 ! I 1 ----------------------------------- - -------------------------------------- ---- I ------ - ----------------------- CB„ PANAMA LANE _ ..� ......... �....... 30 ® i , EX S a..........._._._.......-._ _.__- ___ _ . _— _ _ __ _.._. _ _.......... ----1 -------------------— _ - _ -- -- - _ _ ------— — — — — — — )% Ir KEY MAP -"- SCALE: 1'=200' UT/UTY NOTE - 2 NOT ALL UT/L/77ES WERE LOCATED ON THIS PLAN AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES OR FAC/CITIES NOT SHOWN FOR FOR INFORMATION OBTAINED FROM OUTSIDE SOURCES. CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACIL IT/ES PRIOR TO GROUND DISTURBANCE TO VERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILI1/ES AND UTILITIES USA 1 800 642-2444. BASIS OF BEARINGS THE BEARING S 0039'02" W SHOWN AS THE EAST LINE OF THE SOUTHEAST QUARTER OF SECTION 20, TOWNSHIP 30 SOUTH, RANGE 27 EAST M.D.M. (ALSO BEING THE CENTERLINE OF GOSFORD ROAD) AS PER PARCEL MAP NO 10465—D RECORDED IN BOOK 51 OF PARCEL MAPS, A T PAGES 194-196 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCHMARK USED: CHISELED "0" AT NORTH END OF NORTHEAST CURB RETURN AT THE INTERSECTION OF GOSFORD ROAD AND HARRIS ROAD. ELEVATION = 360.48 (USGS DATUM) SHEET No. INDEX 15 O TITLE SHEET 2,748 O TYPICAL DETAILS—GENERAL NOTES O3 PANAMA LANE (PLAN AND PROFILE) STA. 16+94 — 22+66 ® PANAMA LANE (PLAN AND PROFILE) STA. 22+66 — 36+21 SRO YOUNG STREET (PLAN AND PROFILE) STA. 10+00 — 23+20 (v NK YOUNG STREET (PLAN AND PROFILE) STA. 23+20 — 36+57 7R M LUCY OLIVER PLACE (PLAN AND PROFILE) SR� SCARLETT DANIELLE COURT (PLAN AND PROFILE) ,a �9 TRAFFIC CONTROL PLAN (GOSFORD AND PANAMA) MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER SEWER MANHOLE(S) 15 EA 12" SEWER MAIN 2,748 LF 10" SEWER MAIN 1,050 LF 8" SEWER MAIN 1,594 LF 6" SEWER MAIN LATERALS 1,267 LF STORM DRAIN STORM DRAIN MANHOLES 11 EA TYPE "A" CATCH -BASINS) 11 EA OUTLET STRUCTURE(S) 3 EA 36" STORM DRAIN 1,010 LF 30" STORM DRAIN 735 LF 24" STORM DRAIN 95 LF 18" STORM DRAIN 950 LF NOTES: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE NO. 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 HAIL BEEN MET. J. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY, NUMBER AND LOCATION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. 6—,4 -- It'?lo N • �U ur�1 f� V Q Z a � I Z 101-1 CIN z r w Lo FE 2 ,� GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, 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, 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 48 HOURS NOTICE. THE SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. SWANSON ENGINEERING, INC. 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. SWANSON ENGINEERING, 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 SWANSON ENGINEERING, INC.. 16. SEE GRADING, WATER AND STREET IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE PART OF THIS PROJECT. CITY OF BAKERSFIELD SEWER NOTES 1. AL 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: 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 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 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 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. 8. MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD 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 BAKERSFIELD PUBLIC WORKS DEPARTMENT. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD DRAWING SW -6. 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 11. 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 STORM DRAIN NOTES 1. UNLESS OTHERWISE SHOWN ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A.REINFORCED CONCRETE PIPE: REINFORCED CONCRETE PIPE SHALL BE CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICITIONS. (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. 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. 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 -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARD 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/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 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 TESTS WILL BE BACK CHARGED TO THE CONTRACTOR. THE FOLLOWING C/TY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LA TEST EDI TION THEREOF) a 4J ------------------- CL --a- -----a------ e a CONCRETE PROPOSED 5 STORM DRAIN 5 A CONCRETE SADDLE DETAIL 2 NO SCALE m PROPOSED SEWER NOTE. CONCRETE ENCASE SEWER MAIN 5' (FEET) ON EACH SIDE OF PROPOSED STORM DRAIN LINE. SADDLE SHALL BE USED WHERE SEPARA TION BETWEEN SEWER AND STORM DRAIN LINES < 1.00' NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN PROJECT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MA Y REQUIRE REMOVAL OF EXISTING CONE AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. OF CPQ\ CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SEC170N 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" WITH DROP CONNECTION ® 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 -1J 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 STA TION VAL VE 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 -J CHANNEL PROTEC110N ❑ D-19 DRAINAGE WELL, TYPE B" ❑ D-4 CHANNEL PROTEC1101V ® ST -22 TRENCH BACKFILL & COMPACTION ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 STANDARD PAVEMENT PATCHES a 4J ------------------- CL --a- -----a------ e a CONCRETE PROPOSED 5 STORM DRAIN 5 A CONCRETE SADDLE DETAIL 2 NO SCALE m PROPOSED SEWER NOTE. CONCRETE ENCASE SEWER MAIN 5' (FEET) ON EACH SIDE OF PROPOSED STORM DRAIN LINE. SADDLE SHALL BE USED WHERE SEPARA TION BETWEEN SEWER AND STORM DRAIN LINES < 1.00' NOTE TO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN PROJECT BOUNDARY, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MA Y REQUIRE REMOVAL OF EXISTING CONE AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. OF CPQ\ �I II m N 114- rr^^ 0 VJ � ca z ^W co _ � Z CL aw,°Cn. to a c1� W W LL 0 I ? C U cc w �:: 2� W W W� o' Wo N (� c o Q 0 � I I ~ �I o E t O z OI Q t 0 m N 114- rr^^ 0 VJ � ca z ^W co _ � Z CL aw,°Cn. to a c1� W LL 0 0 C U cc w �:: W W� Wo N (� c SEWER -STORM DRAIN LEGEND JU CY) W o� O C6 oz U Q c cn ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. 7o Z*I=Z Co Z U W a - J � U W D O o U7 +t'i N J � q V) PARCEL 12 OUTLET STRUCTURE PER C.O.B. STD. DWG. S-9 INV/ -------------- 10.31 -- ------- 18" INV= CONSTRUCT 103 L.F.± 18" CL -3 352.37 RCP STORM DRAIN W/RGJ ® 2.0% A CROSS-SECTION 3 NO SCALE STUB 10 LF ,ie PVC SEWS a Lo o I- W zW W 0 (n W I W t O U N w J O Z Q !Y W w III&A .l[�U._1:�tr. z PROPOSED SEWER MANHOLE PROPOSED SEWER CLEANOUT D PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE SD PROPOSED STORM DRAIN W/SIZE - - PROPOSED WATER (SEE WATER PLANS) PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT-OF-WAY Ld Z SD STORM DRAIN STATION SS SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE JU CY) W o� O C6 oz U Q c cn ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. 7o Z*I=Z Co Z U W a - J � U W D O o U7 +t'i N J � q V) PARCEL 12 OUTLET STRUCTURE PER C.O.B. STD. DWG. S-9 INV/ -------------- 10.31 -- ------- 18" INV= CONSTRUCT 103 L.F.± 18" CL -3 352.37 RCP STORM DRAIN W/RGJ ® 2.0% A CROSS-SECTION 3 NO SCALE STUB 10 LF ,ie PVC SEWS a Lo o I- W zW W 0 (n W I W t O U N w J O Z Q !Y W w III&A .l[�U._1:�tr. z Z cn om I z z I RCP STORM DRAIN W/RGJ (0 0.20%� Pz Ld ----------- Iv V)0 -- 18" INV= X Q 352.54 18" INV= 342.52 Ld Z B CROSS—SECTION 1 a- a m o � 0 0 Q V) a_ w 0O O J O ~ X O U X W WW X .CITY OFt8AS DRA INA GE A M v_ JU CY) W o� O C6 oz U Q c cn ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. 7o Z*I=Z Co Z U W a - J � U W D O o U7 +t'i N J � q V) PARCEL 12 OUTLET STRUCTURE PER C.O.B. STD. DWG. S-9 INV/ -------------- 10.31 -- ------- 18" INV= CONSTRUCT 103 L.F.± 18" CL -3 352.37 RCP STORM DRAIN W/RGJ ® 2.0% A CROSS-SECTION 3 NO SCALE STUB 10 LF ,ie PVC SEWS a Lo o I- W zW W 0 (n W I W t O U N w J O Z Q !Y W w III&A .l[�U._1:�tr. z m� I CONSTRUCT 10 L.F.± 18" CL -3 z I RCP STORM DRAIN W/RGJ (0 0.20%� ----------- Iv �— -- 18" INV= 352.54 18" INV= 342.52 B CROSS—SECTION 3) NO SCALE PARCEL 24 l of 0o � z 0 TMH 356.7± 8" INV= 344.52 J U O F- .cn O U O O co N N n W J O S z Q W w V) PG&E TOWER L/NE ASEMENT(S 15 I 50' 115` I 20' Ff-------------- - ------------------------------------------------------------------------------------------------------------------ - > ----------- - --------------------- ------ ------------- - --- ---- T.. __ .. .... y...,.... , ...... ....I ...... PROPOSED R/W _. ._.._ _ I I _ _ PROPOSED R W o y E: , A :;(`,NFF, I z – Gt,� �! __.... _....._........ / _ _ / -- _ .. _ i F 0 u. .. 1- ..... F s ss ss ss ss ss ss ss ss ss ss ss Y s s :? 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VULCAN MATERIALS I PANAMA LANE CONSTRUCT TO L.F 12" PVC SEWER ® C 345 : ... `................... `.... `......... `......... `.... `.... `.... `.... `.... `.... `.... `......... `.... `.... `.... `.............. `.... `.... `.... `. . 340.............................................................................................................................................. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE 3 -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' .365 :360 :355 :350 3i ' W w. 345 Q L W� .340 24+00 Is,,) —I(H0 �I I SEWER—STORM DRAIN LEGEND -(t— PROPOSED SEWER MANHOLE -0— PROPOSED SEWER CLEANOUT -0— PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE SD - PROPOSED STORM DRAIN W/SIZE ow PROPOSED WATER (SEE WATER PLANS) PROPOSED TYPE "A" CATCH -BASIN lj PROPOSED RIGHT-OF-WAY SID STORM DRAIN STATION ss SANITARY SEWER STATION ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. ... ... . . ­...­----����­ . . ........ . . .... .. ........ .. . . . . . . . . . .. ............... ....... .......... .......... .... 77 E X (C A 6 L v I AiG - —1— -4 — — — — — ... . ... ...... . . . . ... ... ..... 7:747 . . ........ - - — ­­­- . .......... R T! C ss ss ss ss ss ss ss ss ss ss ss ss ss —ss —ss —ss s —ss ss _ss 17 /ss ss - ss - ss - ss - ss - ss ss ss ss ss - s (",A "S L X IS N '-'AS M.A 11 1,: A I L IN A i I AIL A !,�A A R K ER -A 1 N1 _ _ -- - ------- ------- ------------------ -------- --------------------------------------- -------------_------ ------------ --------------------------------- ---- ---- --- ------- ------- ---------------------------- ....... ....... ........ -N Ln .. ....... .. ... 7. ....... ........ ....... ....... ....... to 00 -- -- --- ----------------- 1_� -------- ... ....... ....... .... ........ ....... ....... ..... - ---- ---- --- TIE INTO EXISTING PVC T Ali ---------------------- .... .... .. . ... .... . . ... .... r .. .... . ... .... . ... . .. .... .... .... .... ... .... .... .... .... ... .... .... ... .... ... .... ... .... .... .... ... .... .... .... .... ... .... .... .. .... .... ... .... .... ... .... .. . . . .... .... ... ... .... .... .... ... LINED ... .... .... ... .... .... ... .... .... .... .... ----------- ---------------------------------------------------------- ... . .... .... . ... .... .... .... ... .... .... . . ... .. .. ... .... .. . .... .. . ... ..... ..... .. ... .... .... ... .... ... .... .... ... .... .... ... .... .... .. . .. ... .... .... ... .... .... ... . : F_ N LINED SEWER MANHOLE < 17- 28 x o I I I s' EX OIL LIN, f 4 .................................. . . .. - 1 25 =26 31 . .... ... .... ... 33 Ld 24 27 29 SHOULDER 32 35 36 1 . . .... .... .................... Ld t 11 1 — Ld1 ------- - 4 ..... . .. .. ..... .... 4 . .... ........... ............ .... ..... . ..... .. . .. . ...... . ................. .............. 4--- < N89*14'45"W 30 34 N 9*1 4'45"W EXIST. EP 7:7 < 2 3 �+. 36+40.78 ------ --- --------------------- .. .... ... .... .... .... .... ... .... .... .... .. .... .. .. ... .... .... ­ .... .... .... .... ... .... .... .. .... ... .... .... ... ... ... .... . ­ ... .... .... ... ... ... .... .... ... .... ... ... ... ... .. . . - . . ... .... .... ..... .... .... .... .... .... .... .... ... .... .... ... . .. .. . .... ... .... .... .... .... .... .... ... .... .... .. .. . .... ...... .... .... . .... .... .... .... ............................................ < I ------ .. ......... ............................... . .... ... IN E Q_ Li (�PANAMA LANE �x OIL EX 0:I REMOVE AND REPLACE EXISTING LLJ — — — 17 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FAVEMENT-PER COB -STD. -DWG-. _ST -_6._ FUTURE IMPROVEMENTS (BY OTHERS) EXISTING R/W SEE SHEET 11 FOR TRAFFIC CONTROL . ......... ... ...... .......... .......... . . .. . . . .......... .......... ..... ------- ---- wirk A PPI? OX4V, A TF DF51 GIV C RA D E ASO VE. SEWER U,4/,A/ ............................ ..... .................................. - — ----- — — — — — — — — — — — — - — — — - — — — — — — .......... ....... * ...... 355 * ..................................................................................... I .......................................................................................... </ x x L)i Ld HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' C) C) CD ft� c� ................................... ... 360 40 X/ bi ow ................................... ............................... .................................. z: lj + m 00c CD V_ a_ 00 LL C4 + n cl) Li I (A. C-4 Q W p ui W co LL :,K) )AR Ld V) 0 ir 0 to < V) I a: CL C) uj L I J E i x x PG&E TOWER LNE I I LU cri Q. -RK EA-11-MENI GAS .50, 20' q) FUTURE CURB AND GUTTER _ICNA: ---------- •3 F �0 E 2 -A x FUTURE IMPROVEMENTS (BY OTHERS) . .................. OHE - ---------------------- L� .......... ----- - - .7Q - -- ----- ic) — ............ .......... . ........ ................... OH� 'lV* RHEA.,D POW R I L)'_, M H _V,r SiGN "Al T 1 RAE1 J:L 6;AS FI.A-G .... ......... .. - ... ... . . ­...­----����­ . . ........ . . .... .. ........ .. . . . . . . . . . .. ............... ....... .......... .......... .... 77 E X (C A 6 L v I AiG - —1— -4 — — — — — ... . ... ...... . . . . ... ... ..... 7:747 . . ........ - - — ­­­- . .......... R T! C ss ss ss ss ss ss ss ss ss ss ss ss ss —ss —ss —ss s —ss ss _ss 17 /ss ss - ss - ss - ss - ss - ss ss ss ss ss - s (",A "S L X IS N '-'AS M.A 11 1,: A I L IN A i I AIL A !,�A A R K ER -A 1 N1 _ _ -- - ------- ------- ------------------ -------- --------------------------------------- -------------_------ ------------ --------------------------------- ---- ---- --- ------- ------- ---------------------------- ....... ....... ........ -N Ln .. ....... .. ... 7. ....... ........ ....... ....... ....... to 00 -- -- --- ----------------- 1_� -------- ... ....... ....... .... ........ ....... ....... ..... - ---- ---- --- TIE INTO EXISTING PVC T Ali ---------------------- .... .... .. . ... .... . . ... .... r .. .... . ... .... . ... . .. .... .... .... .... ... .... .... .... .... ... .... .... ... .... ... .... ... .... .... .... ... .... .... .... .... ... .... .... .. .... .... ... .... .... ... .... .. . . . .... .... ... ... .... .... .... ... LINED ... .... .... ... .... .... ... .... .... .... .... ----------- ---------------------------------------------------------- ... . .... .... . ... .... .... .... ... .... .... . . ... .. .. ... .... .. . .... .. . ... ..... ..... .. ... .... .... ... .... ... .... .... ... .... .... ... .... .... .. . .. ... .... .... ... .... .... ... . : F_ N LINED SEWER MANHOLE < 17- 28 x o I I I s' EX OIL LIN, f 4 .................................. . . .. - 1 25 =26 31 . .... ... .... ... 33 Ld 24 27 29 SHOULDER 32 35 36 1 . . .... .... .................... Ld t 11 1 — Ld1 ------- - 4 ..... . .. .. ..... .... 4 . .... ........... ............ .... ..... . ..... .. . .. . ...... . ................. .............. 4--- < N89*14'45"W 30 34 N 9*1 4'45"W EXIST. EP 7:7 < 2 3 �+. 36+40.78 ------ --- --------------------- .. .... ... .... .... .... .... ... .... .... .... .. .... .. .. ... .... .... ­ .... .... .... .... ... .... .... .. .... ... .... .... ... ... ... .... . ­ ... .... .... ... ... ... .... .... ... .... ... ... ... ... .. . . - . . ... .... .... ..... .... .... .... .... .... .... .... ... .... .... ... . .. .. . .... ... .... .... .... .... .... .... ... .... .... .. .. . .... ...... .... .... . .... .... .... .... ............................................ < I ------ .. ......... ............................... . .... ... IN E Q_ Li (�PANAMA LANE �x OIL EX 0:I REMOVE AND REPLACE EXISTING LLJ — — — 17 - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FAVEMENT-PER COB -STD. -DWG-. _ST -_6._ FUTURE IMPROVEMENTS (BY OTHERS) EXISTING R/W SEE SHEET 11 FOR TRAFFIC CONTROL . ......... ... ...... .......... .......... . . .. . . . .......... .......... ..... ------- ---- wirk A PPI? OX4V, A TF DF51 GIV C RA D E ASO VE. SEWER U,4/,A/ ............................ ..... .................................. - — ----- — — — — — — — — — — — — - — — — - — — — — — — .......... ....... * ...... 355 * ..................................................................................... I .......................................................................................... </ x x L)i Ld HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' -I— ___ U) < 345 ..... ............................................................ .............................................................................................................. 1:...:345 345 a_ Lij CONTRACTOR TO VERIFY IN FIELD Ld PRIOR TO ANY CONSTRUCTION L J ON THIS PROJECT, AND NOTIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . .. . . �.!! � . .. . ENGINEER IF THERE ARE ANY DISCREPANCIES. ,1� OP 340 340 ......................................................................................................................................................................... .................................. ................................................................................................................................................................................ ........................................ CONSTRUCT •567.0 L.F.± CONSTRUCT 567.0 L.F.1 CONSTRUCT 221.*2 L.F.±' 12" PVC SEWER @ 0-12% .12" PVC SEWER @ 0.12% 12" PVC .SEWER @ 0.12%. 335........: ........................................ 335 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 nnnf-11 r - 'o N Q) n ................................... ... 360 40 X/ ..................... ................................... ................................... ............................... .................................. cle) -I— ___ U) < 345 ..... ............................................................ .............................................................................................................. 1:...:345 345 a_ Lij CONTRACTOR TO VERIFY IN FIELD Ld PRIOR TO ANY CONSTRUCTION L J ON THIS PROJECT, AND NOTIFY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . .. . . . . . . . .. . . �.!! � . .. . ENGINEER IF THERE ARE ANY DISCREPANCIES. ,1� OP 340 340 ......................................................................................................................................................................... .................................. ................................................................................................................................................................................ ........................................ CONSTRUCT •567.0 L.F.± CONSTRUCT 567.0 L.F.1 CONSTRUCT 221.*2 L.F.±' 12" PVC SEWER @ 0-12% .12" PVC SEWER @ 0.12% 12" PVC .SEWER @ 0.12%. 335........: ........................................ 335 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 nnnf-11 r - 'o N Q) n �Jv cle) C) CD V_ a_ 00 LL Z + cl) < C-4 Q W p W co LL ct 0 0 ir 0 to < I a: CL C) uj LU cri Q. q) SEWER -STORM DRAIN LEGEND s PROPOSED SEWER MANHOLE c PROPOSED SEWER CLEANOUT D PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE SD PROPOSED STORM DRAIN W/SIZE OTHERWISE NOTED. PROPOSED WATER (SEE WATER PLANS) 18" INV= PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT-OF-WAY 347.77 SD STORM DRAIN STATION SS SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE Q :�i w Lw�J Qz= zQU) nw w U) I I II I I II I I II I I re I I T 41, N 66' 59' N I Z REVISION 10 _ OD 0 C; V) Z ' I CONSTRUCT 15 L.F.t 18" I CONSTRUCT 29 LF.t 18 I Z " Z CONSTRUCT 1 JOINT OF 18" CL -3 RCP in I o CL -3 RCP STORM DRAIN I Z I CONSTRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ ® 0.20% ( m o I N� W/RGJ 0 0.20% CL -3 RCP STORM DRAIN �Scl s Q rn y A W/RGJ ® 0.20% o f m ( STORM DRAIN W/RGJ ®0.20% = o I �l 8 ��' _ _---- I= o INSTALL CAP 0 Z Z INSTALL CAP INSTALL CAP I I PROPOSED R/W i I I II INN 12 11 � -4 I I I N00 35'11 "W SS ss — CONSTRUCT CONCRETE A r IPIPE SADDLE PER DETAIL i I I I ' PARCEL 24 I F- I U , O � U Z Q ~O:2 tr w 0 F N H. HULSON RCE 38265 (EXP 3-31-15) AP ROVED BY: MARION P. SHAW, RCE32178 (EXP 12/31/14) A N U c2 O --uz � w Z O O= U zz co g N fY co w +3: N N y, DATE DATE SD SD — so13 -- , �- - SS INSTALL 18" STUB & CAP 42' ® 0.20% CL — — — _ STREET 17 N_ 50 -WD 18 — sD YOUN 6 N = SD ►�' sD -- __� ____- ss So SD ss ss Ss o 15 SD+,�6 N �� SS - m D _ SD "-- ss SS -�- SS - --- - -- r to SS SS _---------� m �► SS —_ - -k-------- Nor) Ii O � PARCEL 22 3 CONSTRUCT 42 L.F.t 18" CL -3 RCP STORM DRAIN �l W/RGJ ® 0.20% ------------------------------------ INSTALL CAP ------------- 18" INV= 18" INV= 347.58 18" INV= 347.60 347.52 CONSTRUCT 28 L.F.t 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% 12" SWR INV= CONSTRUCT CONCRETE A 345.53 P/PE SADDLE PER DETAIL e *LATERALS TO BE 24" INV= 2 MAINTAINED PRIVATELY 345.26 CROSS—SECTION �\ NO SCALE J U 04 1 - - Q - - - -- J - - - - '< - - U w �0 z UQ ------------ U)A ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS w 13 Y w ------------- -- E.. OTHERWISE NOTED. w 18" INV= 18" INV= I_ 18" INV= 00 ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED c) (D 347.72 347.70 -(D 347.77 w z��o n w w ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. OF COVER ' " F- N U rn " I AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER w ' z SWR INv= CONSTRUCT CONCRETE 71 L j 00 FLOWLINE. U) w 5 PIPE SADDLE PER DETAIL 2 w �- UU3:� 36" INV= 343.96 24" INV= 345.01 z Q I- LL J ryw C:j Lj w A CROSS—SECTION 0 _ OZ 5Ld NO SCALE00 f- Uw J d J U f1 Ld � (f) O f- V) O -I O Q Tz= � Uw C) J � � � PARCEL 10 z � oo 0 � oQ �� M\ I J \I cn CD �2 )a CONSTRUCT CONCRETE / A C7 PARCEL 1 O INSTALL 18" STUB & CAPS v' PIPE SADDLE PER DETAIL / 2 D N 28' ® 0.20% PARCEL 11'- J _ I I PROPOSED R/W i I I II INN 12 11 � -4 I I I N00 35'11 "W SS ss — CONSTRUCT CONCRETE A r IPIPE SADDLE PER DETAIL i I I I ' PARCEL 24 I F- I U , O � U Z Q ~O:2 tr w 0 F N H. HULSON RCE 38265 (EXP 3-31-15) AP ROVED BY: MARION P. SHAW, RCE32178 (EXP 12/31/14) A N U c2 O --uz � w Z O O= U zz co g N fY co w +3: N N y, DATE DATE SD SD — so13 -- , �- - SS INSTALL 18" STUB & CAP 42' ® 0.20% CL — — — _ STREET 17 N_ 50 -WD 18 — sD YOUN 6 N = SD ►�' sD -- __� ____- ss So SD ss ss Ss o 15 SD+,�6 N �� SS - m D _ SD "-- ss SS -�- SS - --- - -- r to SS SS _---------� m �► SS —_ - -k-------- Nor) Ii O � PARCEL 22 3 CONSTRUCT 42 L.F.t 18" CL -3 RCP STORM DRAIN �l W/RGJ ® 0.20% ------------------------------------ INSTALL CAP ------------- 18" INV= 18" INV= 347.58 18" INV= 347.60 347.52 CONSTRUCT 28 L.F.t 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% 12" SWR INV= CONSTRUCT CONCRETE A 345.53 P/PE SADDLE PER DETAIL e *LATERALS TO BE 24" INV= 2 MAINTAINED PRIVATELY 345.26 CROSS—SECTION �\ NO SCALE J U 04 1 00 q- � J Oz0 U w �0 z UQ [fz PARCEL 7 ,1: o +U N \ N �-_--------- a P RCEL 6 INSTALL 18" STUB & CAP 25' ® 0.20% 20- SD N05'08'49" (b - E 21 - - _ SD_—_:�- S=__-___ SD SD - N05'08'49"E _ 2 _ ti - _ ti F-- ss 23 Ld Q0 _ � w PROPOSED R/W (TO BE - - - �` U) = DEDICATED ON FINAL MAP) - - - Urn ---- z w PARCEL 19 INSTALL 18" STUB & CAP—_ - - - O � 46' ® 0.20% - - PARCEL 23 N J Ai O fYd fr �w 11O 'uj N YOUNG STREET 0 Co ui INSTALL CAP _ z Q O U) Z 1 31 CONSTRUCT 25 L.F.t 18" CONSTRUCT 46 L.F.t 18" CL -3 RCP STORM DRAIN CL -3 RCP STORM DRAIN W/RGJ 0 0.20% W/RGJ 0 0.20% 12" SWR INV= 346.88 INSTALL CAP 18" INV= 18" INV= 18" INV= 343.82 343.77 343.86 *LATERALS TO BE MAINTAINED PRIVATELY C CROSS—SECTION \11rj NO SCALE PARCEL 18 �v C.- fi5 3- .17 4. (fjq Cii/�� Q �� OFC_- I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 PROFILE coo CD U co w '�: �'' a►r `' w F_ w N Q O � z QROF ESS/0N O (p 2G� $ � m * 31/15 IV FCA 0 F Im 355 350 M (0 FILE: ROLL C) Ce+wr w U w SCALE: NO SCALE 0 O [fz U)A w 13 Y w r.. M E.. �o< w I_ 00 c) (D b�-Z -(D w z��o n w Q M ' " F- N U rn �., w J p� w ' z '�: �'' a►r `' w F_ w N Q O � z QROF ESS/0N O (p 2G� $ � m * 31/15 IV FCA 0 F Im 355 350 345 340 JOB No.: 924.14 FILE: ROLL C) DRAWN BY: MED CHECKED BY: JHH SCALE: NO SCALE 0 O N C z �o< W Q b�-Z c> z��o aLLJ m�� �LLoLLJ w o J U) w w �- UU3:� ryw C:j Q w z D 0 345 340 JOB No.: 924.14 FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED CHECKED BY: JHH SCALE: NO SCALE 335 24+00 SHEET SW5R 5R OF 9 SHEETS WIn ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. FAI z U5 Q m ;V CONSTRUCT 1 JOINT OF 18" CL -3 RCP I STORM DRAIN W/RGJ 0 0.20% INSTALL CAP - - z I ti�s2 ° I m -�� m I SEWER—STORM DRAIN LEGEND 0I s PROPOSED SEWER MANHOLE �... c PROPOSED SEWER CLEANOUT CL -3 RCP STORM DRAIN D PROPOSED STORM DRAIN MANHOLE 8" SWR INV= ss PROPOSED SEWER LINE w/SIZE SD PROPOSED STORM DRAIN W/SIZE 345.02 345.08 PROPOSED WATER (SEE WATER PLANS) 0. o� PROPOSED TYPE "A" CATCH -BASIN Q - - PROPOSED RIGHT-OF-WAY mCK SD STORM DRAIN STATION ss SANITARY SEWER STATION WIn ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. FAI z U5 Q m ;V CONSTRUCT 1 JOINT OF 18" CL -3 RCP I STORM DRAIN W/RGJ 0 0.20% INSTALL CAP - - z I ti�s2 ° I m -�� m I 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% .I- INSTALL CAP REVISION 0 HN H. 'HULSON RCE 38265 (EXP 3-31-15) lo o 0I LLz 00 CONSTRUCT 29 LF.f 18" Rp i Q z CONSTRUCT CONCRETE �... CL -3 RCP STORM DRAIN CONSTRUCT 15 L.F.t 18" >_ U W/RGJ 0 0.20% I CL -3 RCP STORM DRAIN _j_jO W/RGJ 0 0.20% A 8" SWR INV= ---- --- ,. -347.74 =18 -INV= 18" INV= 18" INV= 18" INV= z� 345.05 345.02 PIPE SADDLE PER DETAIL e 345.02 345.08 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% .I- INSTALL CAP REVISION 0 HN H. 'HULSON RCE 38265 (EXP 3-31-15) 360 W w 355: CIOw zW : � W o>_ U' 350: 345: 340: 335 . - ---_--.. _ _.._._ xrr�r� W v.wie 0 1wvU JLYVt1K__ 9 v.LU% ................................................................................................................................................................................-........................................................... 335 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 PROFILE 0 P. SHAW, RCE32178 (EXP 12/31/14) DATE DATE cf) 0 ry Q rNI,O i cn / T o I N 35 36 — ss ss ss ss '13"E N h I - - - - - - - -I-\ TIE INTO EXISTING \ SEWER MANHOLE �_z w o' O -H z Z LoQ -H Pr) w O 3: Ln N + PI) W I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' TO WR/FY IN RELD PR/OR SIRUC76N ON THIS PROJECT, ENGINEER IF THERE ARE ANY ES FROM THE PLAN coo C. U M w �U) .. lo o :w LLz 00 24" INV= CONSTRUCT CONCRETE �... Q M JHH >_ Urn r _j_jO A J - J t - ,. N LO - Z z� 345.02 PIPE SADDLE PER DETAIL e � W 0. V 0 A CROSS—SECTION Q Q C N 0 mCK O I - 6 NO SCALE � W ._I T Z W W F—W U F- F- d- _j F- F- LO JU7tiz: mW U ry W (/) Q U) L0 W 4' F- -1 0' d F- J O J z L6N0 I_NO UW OU Z Q Q z00 j 00 c;� L0 6 + PARCEL 6 w C6 +v' +v' _> ~ of C) w w M PARCEL 1 � (� O Q = OR v, Jo V) if) i Z U a j LO _ _ a�� - _PROPOSED R/W a PARCEL 5 W U-):2 : o o PARCEL 2 w _ —___ �,v; -- F_ Wco W _ 24 � -_--_ C'4 22 81 (� �� S �� - _ - - `oS N00'44'13"SDSD DW 12 N1056 05"Ess ��` o - A18'_ _ - _ so 34 - -SS ! OO S �-�ss _ �� �-� 26YpU1VG _ _ ---------� \---------� — S — sD T�EET s �_ 00'4, _ _ _ S TR — — — _ so � Y NG 0010" - 7'13'33" ss _ �--� _ v� SD _ 09 SD ��� 3 ss c'= _ - - _ � D - ss ss / -- _ _ -+— 29 �I'd D ----�---- _ — CON$NX-T t01�RETE A — _ — AIL PIPE SADDLE PER DET00 PROPOSED R,/W (TO BE N ° DEDICATED ON FINAL MAP) r J U � PARCEL 3 U' PARCEL 18 \ / 1 m a. w o n z .- LLJ U O_ U N I o I z Z V O PARCEL 17 �� I PARCEL 14 C) � o U� Ul J Z O co J :z J N M 0' OU = Z O Z U Z (n J Z O UJ Lo r7 W LO 10 ao raj n < Q F-N� O = UZ tC) M (n -q" + CO W �� N W Q F- 0) 3 �LO WOm LnN(n W ui"cn w r+W YOUNG STREET r7 r7 (n 360 W w 355: CIOw zW : � W o>_ U' 350: 345: 340: 335 . - ---_--.. _ _.._._ xrr�r� W v.wie 0 1wvU JLYVt1K__ 9 v.LU% ................................................................................................................................................................................-........................................................... 335 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 PROFILE 0 P. SHAW, RCE32178 (EXP 12/31/14) DATE DATE cf) 0 ry Q rNI,O i cn / T o I N 35 36 — ss ss ss ss '13"E N h I - - - - - - - -I-\ TIE INTO EXISTING \ SEWER MANHOLE �_z w o' O -H z Z LoQ -H Pr) w O 3: Ln N + PI) W I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' TO WR/FY IN RELD PR/OR SIRUC76N ON THIS PROJECT, ENGINEER IF THERE ARE ANY ES FROM THE PLAN coo C. U M w �U) .. lo o :w LLz 00 U� Y W m� w._- M "o O Ch w F- � E500 U^ w - Z z O o. U U) w 0 z O w o Q w 0 �ROFESg/0 y,H .ULg0 9! F > 2 C rt \TFOF CAL\F0/ O 924.14 w LL Lr) 00 - DRAWN BY: �... Q M JHH >_ Urn r _j_jO a , J - J t - ,. N LO - Z z� � � W 0. z O o. U U) w 0 z O w o Q w 0 �ROFESg/0 y,H .ULg0 9! F > 2 C rt \TFOF CAL\F0/ O 924.14 FILE: Lr) 00 09/18/2014 DRAWN BY: MED CHECKED BY: JHH Z M r _j_jO W 0- - 0Fz0 0 FL c) z� � � 0. V 0 N Q Q C mCK O I - u- O � W ._I � W W F—W U 5 3: ry W (/) Q U) 0. z O JOB No.: 924.14 FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED CHECKED BY: JHH SCALE: NO SCALE SHEET SW6R 0 6R OF 9 SHEETS SEWER -STORM DRAIN LEGEND s PROPOSED SEWER MANHOLE c PROPOSED SEWER CLEANOUT D PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE sD PROPOSED STORM DRAIN W/SIZE � YW m� PROPOSED WATER (SEE WATER PLANS) II PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT-OF-WAY SD STORM DRAIN STATION SS SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE m a 0 l U a II 09/18/2014 � o W ,., W O1 II a Q O aQ_ ELI x uj � YW m� I' o` II CITY DRAT Z_ V) Q m W C� Q z Q 0- 0 O Z_ V) X w W O X w w N O Z ~ O U U O D' LC) ~ M U) M F- pr) W 17 =) _ O ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. CONSTRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ @ 0.20% REVISION 10 N H. HULS N RCE 38265 (EXP 3-31-15) U � e N o AP ROVED BY: MARIN P. SHAW, RCE32178 (EXP 12/31/14) Z = O Z U Q Lo p ui rl+ M m INSTALL 18" STUBS & CAP 10' NORTH AND SOUTH ® 0.50% ------------------------------------ N89'15'17"W - SD SD SD SD - --------------------- P/L CONSTRUCT 44.0 L.F.t 30" CL -3 RCP w/RGJ STORM DRAIN @ 1.89% PARCEL 3 ------------ SID - SD SD INSTALL CAP 7+50. SD __________________________________L _1 Ac\, X \ PARCEL 4 /la- / DATE DAZ J a F- U 0_ F- Z O U O 0' O OO + LID r - W J O _ Z Q Of W W CL -3 RCP w/RGJ STORM DRAIN CSD 0.20% = N to o 0 6 0 Wz � z STRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ @ 0.20% �- INSTALL CAP -� PARCEL 2 I i PARCEL 14 h SDI 8 SD "i ss ss g N 89'15' �s SD SD - {s ss " ss ss N N89.15L7U U y 10 00� rn N 1 � I I 18' 22' i I A PARCEL 5 i c� I w I y UIL O I I C) N LO P6 O 00 3 Q z a N I CONSTRUCT 1 JOINT OF 18" CL -3 RCP 1 v 1 8" SWR INV- I °° I o STORM DRAIN W/RGJ ® 0.20% = I _--348.08 10 Z I INSTALL CAP 4" INV= 24" INV= 18" INV= 18" INV= 344.96 344.11 344.11 345.46 CONSTRUCT 17.0 L.F.t 24" CL -3 18" INV= 30" INV- CONSTRUCT 27.0 L.F.t 18" CL -3 RCP STORM DRAIN W/RGJ @ 5.00% 344.11 344.11 RCP STORM DRAIN W/RGJ ®5.00% B CROSS-SECTION 7 NO SCALEA6 BUILI Fa J0o O O �w O N O_ lC) M C) N89'15'17"W��_SD S�5' SD SD SD =IF PL' CE ss N N89'15'17"WS 12+55o.00 BI i� w J O = Z Q Of LTJ 0 z Z W a. O w _m O d' 3 LUCY OLIVER PLACE 0 CONSTRUCT 62.7 L.F.t 30" CL -3 RCP w/RGJ STORM DRAIN ®0.20% PARCEL 17 CONSTRUCT 162.3 L.F.t 30" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% PARCEL 15 - I I � P/L /x �-PROPOSED R/W (TO BE - DEDICATED ON FINAL MAP) V) J O == U Z Q �O �O CD W +�i L6 N u CL -3 RCP w/RGJ STORM DRAIN ® 0.20% PARCEL 16 1 1 1 PG&E TOWER JNE 1 EASEMENTS 50' { 15' { 20' I I I I -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' U l U ROLL DATE: 09/18/2014 DRAWN BY: MED ,., ° o wa � z mi l J � YW m� �� o` Z WLJt- 5 1- Jp cj N ti I S6 M r (0 - U� co W_ 0000 I Z 1 yc� V) O U)= O Q "... I z: I Of J m Z W 0 �CO ac (3i M L u Q Q m,t I C) I U 1 w 8„ V __ Z I 0z 1 Z= 1 r U 348.27 I = - - Oz U� - - - - O C) - - - - - a - - pl) LLJ r- vi C14 18" INV= 18" IN � 18" -IN V-= 18�IN 344.00 343.66 343.66 344.20 In CONSTRUCT 17.0 L.F.t 18" CL -3 30" INV= 343.66 � PO ;o- CONSTRUCT 27.0 L.F.t 18" CL -3 RCP STORM DRAIN W/RGJ 0 5.00% o.. ....00 RCP STORM DRAIN W/RGJ 0 2.0% A CROSS-SECTION .................................................... 360 .............04 Cl O O % NO SCALE + c/) + Q0 M O � O �� U J(~j n � ~ W zw w JU � . . . . . . . . . . . . . �w C) [if J "'Z OD_' L, � W = O� J r C7 . . . . L6 V) . . . . . . . . LOjzo . . . . . . . . . . . . . . . . O1- cn i azo= mW z OUQ UW a. OZ U ROX/MATTE DES/GN CL � LLI OQ U ,y : . a . . . . . . U 0 1.,7 g U . U O . . . . . . . . . . . . . . . . . . . . . L�-1 D . . . . . W 00 L� p N LTJ ro Uj N p Lfj 0 L O �-AP. + N 00 0+0 M : ........... t ....................... ...................................................... ...................3x: +M ...... ............... On . 350:...:.�..........� 3 I 18' 2 ' 22 r 3 i....................................... 1 1 .. .........: ..........................................................:350 _---- :...:... 1 STRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ @ 0.20% �- INSTALL CAP -� PARCEL 2 I i PARCEL 14 h SDI 8 SD "i ss ss g N 89'15' �s SD SD - {s ss " ss ss N N89.15L7U U y 10 00� rn N 1 � I I 18' 22' i I A PARCEL 5 i c� I w I y UIL O I I C) N LO P6 O 00 3 Q z a N I CONSTRUCT 1 JOINT OF 18" CL -3 RCP 1 v 1 8" SWR INV- I °° I o STORM DRAIN W/RGJ ® 0.20% = I _--348.08 10 Z I INSTALL CAP 4" INV= 24" INV= 18" INV= 18" INV= 344.96 344.11 344.11 345.46 CONSTRUCT 17.0 L.F.t 24" CL -3 18" INV= 30" INV- CONSTRUCT 27.0 L.F.t 18" CL -3 RCP STORM DRAIN W/RGJ @ 5.00% 344.11 344.11 RCP STORM DRAIN W/RGJ ®5.00% B CROSS-SECTION 7 NO SCALEA6 BUILI Fa J0o O O �w O N O_ lC) M C) N89'15'17"W��_SD S�5' SD SD SD =IF PL' CE ss N N89'15'17"WS 12+55o.00 BI i� w J O = Z Q Of LTJ 0 z Z W a. O w _m O d' 3 LUCY OLIVER PLACE 0 CONSTRUCT 62.7 L.F.t 30" CL -3 RCP w/RGJ STORM DRAIN ®0.20% PARCEL 17 CONSTRUCT 162.3 L.F.t 30" CL -3 RCP w/RGJ STORM DRAIN 0 0.20% PARCEL 15 - I I � P/L /x �-PROPOSED R/W (TO BE - DEDICATED ON FINAL MAP) V) J O == U Z Q �O �O CD W +�i L6 N u CL -3 RCP w/RGJ STORM DRAIN ® 0.20% PARCEL 16 1 1 1 PG&E TOWER JNE 1 EASEMENTS 50' { 15' { 20' I I I I -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' CD 000 im�ico o20 0 g U l U ROLL DATE: 09/18/2014 DRAWN BY: MED ,., ° o wa � z MENEM J � YW m� o` Z WLJt- 5 1- Jp U� N F- U M r (0 - U� co W_ 0000 Z V) O U)= O Q "... z:) N Of J m Z W 0 �CO ac (3i M L u Q C) [If C) w Z= Z O Z= r U U7 M� tf7p Oz U� O C) pz U< pl) LLJ r- vi C14 n � 360 In J 5.....� ................ .................................. � PO ;o- ui.................... 00 . o.. ....00 117 0........................................ .................................................... 360 .............04 Cl O O + c/) + M O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355 : F. - : : : : : : : : : : : : : : : : : AP ROX/MATTE DES/GN CL PROF/LE . . , ,y : . . . . . . . . . . AP. . . ./MA . .DES. . . . .PROF/LE . o �y . . : . . . : : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . : . . . .355 . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . . . . �-AP. : ........... t ....................... ...................................................... ...................3x: .. ...... ............... H-GL............................................................................ . 350:...:.�..........� .........................HGL........... y_..--- i....................................... .. .........: ..........................................................:350 _---- :...:... 1 F� ` __.Ly ___� . . . . . . _-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �4'b . . . 8" 'INV E=W' _" .. . "INV S=. 347.85 . . . . . . . . . . . . . . . . . . . . . 347.95 : 345........x........ ... _ 18" INV N -S= 18'" INV'N:-S=. 24" INV N=. 24" WV N=. 18" INV S=. _ ................. .................... ... 45 - 343.73 : 343.66 343.98 344:11 344.11 . t 30" INV W=. 30" INV E=. 30" INV E -W= .343.98 . . . . . 30." WV w=. . .18" INV E=. . . . . . . . . . . . . . . . . . . . V �. 18". INV E_ . .344.63 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . _ . . . . . . . 1 . . . . . . . . . . . 30" INV= 343.66 343.66 o 344.11. 344.11 J 340 :...:...........:...:... 341.90 30" INV E -W= . . . . .....o J . ?........................................ V z...................................... U �. 340 342.73 . . O REMOVE INE 70P 2" (INCHES) OFOQlz . BOTTOM OF SUMP (RILL LENGTH)p a.... (o ....y,3. - ....... ....................................................... : _ - _ �" : o CONSTRUCT 265.0 L.F.t CONSTRUCT 255.0 L.F.t ...................... . 8" PVC SEWER ® 0.20% 8" PVC SEWER. ® 0.20% 335 ---............ ......... ........................... ... -- ... ......... ...................... ...335 . ................. 3+00 4+00 5+00 ............... 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE CD 000 im�ico o20 0 g rn w U) FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED ,., ° o wa � z MENEM J � YW m� o` wto � 5 o (0 - co W_ � X WLL "... Q O m f J Lo �CO ac z w ��OFESS/pry oNULSO��FZ LP G> m R 5 cP�T C VJL �{ OF CAS\FO 0 r U 00 z W r 0 r J i U . w Q O [L z n W Q 1..� v W Q Q co LL 0 J w Lij _ W U UU�� w -� ^Q w L.J.. JOB No.: 924.14 FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED CHECKED BY. JHH SCALE: NO SCALE MENEM ��OFESS/pry oNULSO��FZ LP G> m R 5 cP�T C VJL �{ OF CAS\FO 0 r U 00 z W r 0 r J i U . w Q O [L z n W Q 1..� v W Q Q co LL 0 J w Lij _ W U UU�� w -� ^Q w L.J.. JOB No.: 924.14 FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED CHECKED BY. JHH SCALE: NO SCALE SHEET SW7R 7R OF 9 SHEETS SEWER -STORM DRAIN LEGEND s PROPOSED SEWER MANHOLE c PROPOSED SEWER CLEANOUT D PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE SD PROPOSED STORM DRAIN W/SIZE 0 I PROPOSED WATER (SEE WATER PLANS) I I IF- PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT-OF-WAY loow SD STORM DRAIN STATION SS SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE F- N U Z#z Of Ofw u) :D Z � O U U to � 00 V) M F- O W + J Fle) ~ ❑ 0 O x w REVISION 1� ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 6" 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. CONSTRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% INSTALL CAP -� St N H. ULS6N' RCE 38265 (EXP 3-31-15) N) ❑ � N m -INSTALL 18" STUBS & CAP 10' NORTH AND SOUTH ® 0.50% 89'15'17"W SID -D SD - 7+50. 7+50. SD SD 13- DATE g. DATE 005 z Ln ' I FILE: /x; I 1 DATE: 13,� ° I C3 I ---- cn LO I U 1 �Z w CD I I I oo 0 m°° 0 I w 8" SWR INV= I= o I I I IF- 346.56 FU- z Dry O � I N +� loow ------ -- --- -- ----- ---- < -- - 18" INV= 18" INV= 18" INV- 18" INV= 343.75 343.37 343.37 343.95 �V) 36" INV7 CONSTRUCT 29 L.F.t 18" CL -3 CONSTRUCT 19.0 L.F.t 18" CL -3 342.87 RCP STORM DRAIN W/RGJ 0 2.0% RCP STORM DRAIN W/RGJ ®5.00% w A CROSS-SECTION 8 NO SCALE N89'15'17"W SD 8 SD SS ss ss 55 P/L I �- N89'15'17"W &� 66 U � PARCEL 19 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% INSTALL CAP -� INSTALL 18" STUB & CAP 75' ® 0.50% - i ■tai ��� ���'i�r_� mii� Z:) J a PARCEL 10 N O z= Oz U Q 0' O i N PARCEL 9 ' I FILE: ROLL DATE: u DRAWN BY: I CHECKED BY: 00 CD cn LO NO SCALE ti w CD U0 i I oo 0 I z o Zw w I 0Z Uo_ I I IF- co 1 Dry O � I N +� loow �Lq I 0) 22' 2' 8 In 0 g' V) 3 8" SWR INV= 1 �V) 346.54 I oz w w i 18" INV= it Q 18" INV= 18" I N V= 344.23 344.03 343.65 343.65 I CONSTRUCT 29 L.F.± 18" CL -3 PARCEL 7 343.65 24" INV= i I RCP STORM DRAIN W/RGJ 0 5.00% I I 343.15 B CROSS-SECTION I I N I I 8 - J0� Z JOS 8' 22' 2' �z O� Ld m a- OO� Lli I 8 m W JUr pof J �zoz 'nz�i 0 I �0 U¢ UO w OU¢1 N I JO U ZOZ O� Cq ooh co NO C) I I I O� ui n +N rn� +NI I I I oLq ui 0' 3 °' I I I 13 I 0 JI I I \ PARCEL 19 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% INSTALL CAP -� INSTALL 18" STUB & CAP 75' ® 0.50% - i ■tai ��� ���'i�r_� mii� Z:) J a PARCEL 10 N O z= Oz U Q 0' O i N PARCEL 9 ' I FILE: ROLL DATE: 09/18/2014 DRAWN BY: I CHECKED BY: 00 CD cn LO NO SCALE ti CD U0 i I oo 0 I z o UO Uo I I 0Z Uo_ I I IF- co 1 C) I O � I N +� loow �Lq I 0) 22' 2' 8 In 0 g' c+, 3 8" SWR 00 (nz _J0 T ZD O F- J ui z O O Z U Q O O L m L N + cV \ PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) 12+50.00 I - SD I _ss INSTALL 18" STUB 85' ® 0.50% PARCEL 22 � ��� SCARLETT DANIELLE COURT N � 00 F- U) J 0770 U Z �o Q Lq co o' a Ill O + W �c PARCEL 20 PARCEL 21 P/L LD 000 co W 0)U) SSG U Q � o� �g .�.. W in c m� M CSO 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% w 5 co �- INSTALL CAP - s W z ."..s W u. M 00) AL s uj LO 00 #1 z AB x: F- I I; PG&E TOWER EASEMENT( 1.5 I 50' CONSTRUCT 41.6 L.F.f 36" CL -3 RCP w/RGJ STORM DRAIN ® 0.28% CONSTRUCT CONSTRUCT CONSTRUCT 422.8 L.F.t 36" 65.2 L.F.t 36" 77.1 L.F.t 24" CONSTRUCT 183.8 L.F.t 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% CL -3 RCP w/RGJ CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.20% STORM DRAIN STORM DRAIN N ® 0.20% ® 0.20% F- I- F- o F- (0 U zmz U 0 4 UZ#�F- m U � O O LJ of of LiJ Of LLJU of _j F_ Lij J of W F- J N 0 O :D O = z 00 0 Z Z 02 O Z Q 0 Z UOf U OZ UQ (0 O CII V) N U ME 17 O O D O tC) 0 1'7F_ 6 cq 4 I)\ vi m (n 0) w O � o 0) (A + Q . ... - ... .... :....:.. _ + .360 �+�'�. ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . 360. ~o . :....:....:....:.... . ..... :V) N APPROX/MA: TE DESIGN CL PROF/LE :355 355 : oK.. :. APPROX/MA TE DES N CL Pf?OFlLE '/ .// . .s !� p� r- ------------ --- -- �L Z x/ dry. 1 . . . . . �I?' . . . . . . . . . . . . . ` /. - . - ix : : .HGL - 350: .... . .... . 8 INV E-W=tK 3Aj�L � . . : : : 346.37 HGL 10" INV N= . .�� . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . ... . . . . . . . . V. . . .�.:. . . . . . . . . . . . . . . . . . . . . . . . -. \ IV 18" INV N= _ . . . . . . . . . . . . . . . . . . . . . :345 345 . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . .343.00 INV N -S= 12 - INV S 34x.27 lgr 4 - .. 18" INV -N-S= 344.02 36" INV E -W= 343.37 V S= 24" 3. E_ 34 . 343.00. . . . . . . . . . . 342.02 18" INV E_ 18" INV W= 36" .INV. E= 343.65 344.02 v 36" INV W= 342.87 j 18 INV N -S= . 36" INV= O 342.87 .36" INV W= i� W 24" INV W= v 341.90 36" INV E -W=. �. �O 343.15 343.fi5 Z O - :340 340: 342.02 O . .343.00 Z . - . . . . . . . . . . . . . . . . . . O Z . . ... . ... . REMOV£ 7HE. TOP 2' (INCHES) OF . o Z .. Z V BOTTOM OF SUMP (FUU.L&NGIH) 00 h . .. ...... ... ...... .. ..... .. .. ..... ........... , ... ....... ...-... ... ...-... ... .. .:.. oma". -CONSTRUCT 265.0 L.F.t CONSTRUCT 253.5 L.F.t 8" PVC SEWER ® 0.25% 8" PVC SEWER ® 0.25% 335.....................:z............................-.................................................................................................. 33 4+00 5+00 '6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' w N Q m ❑ 0 w� �Z QRO F E S S/oN �.HUL,3 e co O N G� i * x 3/31/15 TFOF CA _w,0 O U) Z � 0 < 0 r' _j -1 U W O[zul Z�<J ujW Z Q m cj� Q 75;LL00 J O U ~ I- W U �W-j WQ I� �1 JOB No.: ' I FILE: ROLL DATE: 09/18/2014 DRAWN BY: I CHECKED BY: JHH cn LO NO SCALE ti � i LO co °° 1 Q I 8" SWR INV= 1 346.54 I oz I 18" INV= 18" INV= 18" INV= 18" I N V= 344.23 344.03 343.65 343.65 18" INV= CONSTRUCT 29 L.F.± 18" CL -3 CONSTRUCT 19.0 L.F.t 18" CL -3 343.65 24" INV= RCP STORM DRAIN W/RGJ 0 2.0% RCP STORM DRAIN W/RGJ 0 5.00% 343.15 B CROSS-SECTION 8 NO SCALE _J0 T ZD O F- J ui z O O Z U Q O O L m L N + cV \ PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) 12+50.00 I - SD I _ss INSTALL 18" STUB 85' ® 0.50% PARCEL 22 � ��� SCARLETT DANIELLE COURT N � 00 F- U) J 0770 U Z �o Q Lq co o' a Ill O + W �c PARCEL 20 PARCEL 21 P/L LD 000 co W 0)U) SSG U Q � o� �g .�.. W in c m� M CSO 3TRUCT 1 JOINT OF 18" CL -3 RCP STORM DRAIN W/RGJ 0 0.20% w 5 co �- INSTALL CAP - s W z ."..s W u. M 00) AL s uj LO 00 #1 z AB x: F- I I; PG&E TOWER EASEMENT( 1.5 I 50' CONSTRUCT 41.6 L.F.f 36" CL -3 RCP w/RGJ STORM DRAIN ® 0.28% CONSTRUCT CONSTRUCT CONSTRUCT 422.8 L.F.t 36" 65.2 L.F.t 36" 77.1 L.F.t 24" CONSTRUCT 183.8 L.F.t 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% CL -3 RCP w/RGJ CL -3 RCP w/RGJ CL -3 RCP w/RGJ STORM DRAIN @ 0.20% STORM DRAIN STORM DRAIN N ® 0.20% ® 0.20% F- I- F- o F- (0 U zmz U 0 4 UZ#�F- m U � O O LJ of of LiJ Of LLJU of _j F_ Lij J of W F- J N 0 O :D O = z 00 0 Z Z 02 O Z Q 0 Z UOf U OZ UQ (0 O CII V) N U ME 17 O O D O tC) 0 1'7F_ 6 cq 4 I)\ vi m (n 0) w O � o 0) (A + Q . ... - ... .... :....:.. _ + .360 �+�'�. ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . 360. ~o . :....:....:....:.... . ..... :V) N APPROX/MA: TE DESIGN CL PROF/LE :355 355 : oK.. :. APPROX/MA TE DES N CL Pf?OFlLE '/ .// . .s !� p� r- ------------ --- -- �L Z x/ dry. 1 . . . . . �I?' . . . . . . . . . . . . . ` /. - . - ix : : .HGL - 350: .... . .... . 8 INV E-W=tK 3Aj�L � . . : : : 346.37 HGL 10" INV N= . .�� . . . . . . . . . . . . ... . . . . ... . . . . . . . . . . . . ... . . . . . . . . V. . . .�.:. . . . . . . . . . . . . . . . . . . . . . . . -. \ IV 18" INV N= _ . . . . . . . . . . . . . . . . . . . . . :345 345 . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . .343.00 INV N -S= 12 - INV S 34x.27 lgr 4 - .. 18" INV -N-S= 344.02 36" INV E -W= 343.37 V S= 24" 3. E_ 34 . 343.00. . . . . . . . . . . 342.02 18" INV E_ 18" INV W= 36" .INV. E= 343.65 344.02 v 36" INV W= 342.87 j 18 INV N -S= . 36" INV= O 342.87 .36" INV W= i� W 24" INV W= v 341.90 36" INV E -W=. �. �O 343.15 343.fi5 Z O - :340 340: 342.02 O . .343.00 Z . - . . . . . . . . . . . . . . . . . . O Z . . ... . ... . REMOV£ 7HE. TOP 2' (INCHES) OF . o Z .. Z V BOTTOM OF SUMP (FUU.L&NGIH) 00 h . .. ...... ... ...... .. ..... .. .. ..... ........... , ... ....... ...-... ... ...-... ... .. .:.. oma". -CONSTRUCT 265.0 L.F.t CONSTRUCT 253.5 L.F.t 8" PVC SEWER ® 0.25% 8" PVC SEWER ® 0.25% 335.....................:z............................-.................................................................................................. 33 4+00 5+00 '6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE -N- HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' w N Q m ❑ 0 w� �Z QRO F E S S/oN �.HUL,3 e co O N G� i * x 3/31/15 TFOF CA _w,0 O U) Z � 0 < 0 r' _j -1 U W O[zul Z�<J ujW Z Q m cj� Q 75;LL00 J O U ~ I- W U �W-j WQ I� �1 JOB No.: 924.14 FILE: ROLL DATE: 09/18/2014 DRAWN BY: MED: CHECKED BY: JHH SCALE: NO SCALE SHEET SW8R 8R OF 9 SHEETS 7 OV3HV N MOM avou LL 1 [ � 1 I LO 1 11 11 OV3HV1 1 I 03SO13 1 U. 1 1 1 LO 1 � [ i tib'3Hb €13SQ 13 3NV 11H518 F_ LL0 1 � 1 11 1 [ 4.1 1 1 CL LL 1 1 1 C13SO 10 [ [ 3NV'I IJ31 1 1 1 d33x al lvoemotit� I 1 11 +1 4 1 1 C13SOM 1 1 3NVI JA31 1 d33>1 1 I XM? 0 IA"AQT";W Table 6E-1, Stopping Sight Distance as .. of ."• Speed (mph) Traffic Controi:Lane Closure Prime Contractor: PCS Land Services Job Number: oP7oe� Start Date: Field Contact: Randy Bergquist Play Number: 1 3CO77 35 Duration: Contact Number: 561-808-5997 Permit Number: Table 6E-1, Stopping Sight Distance as .. of ."• Speed (mph) Distance (ft) 20 115 25 155 30 200 35 250 40 305 45 360 50 425 Table 6C-1, Suggested Advance Warning Sign Spacing (CAMUTCD) I Read Type Distance Between Signs ** A B C Urban (low speed) 30 (100) 30 (100) 30 (100) Urban (high speed) 100 (350) 100 (350) 100 (350) Rural 150 (500) 150 (500) 150 (500) Expressway! Freeway 300 (1,000) 450 (1,500) 300 (2,460) i!Min. MergingTaper.in Feet Lane Width (W) in Feet I Min. NumberofDevices Lane Width (W) in Feet MaximumDevice Spacing in Feet Buffer Space .. • i1 One -Lane, Two -Way Traffic Taper 30 m (100 ft) maximum Downstream Taper 30 m (100 ft) per lane .......... Along . i ' Along . • "" o ',Q IW � � O h z W I i i 0 N E t e �-QUj Z Table 6C-3, Taper Length Criteria for Temporary Traffic Control Zones (CAMUTCD Type of Taper Taper Length (L)* Merging Taper at least L Shifting Taper at least 0.51 - Shoulder Taper at least 0.33L One -Lane, Two -Way Traffic Taper 30 m (100 ft) maximum Downstream Taper 30 m (100 ft) per lane Table 6C-4. Formulas for Determining Taper Lengths (CAMUTCD) Speed Limit (S) Taper Length (L)* Feet 40 mph or less L = 60 45 mph or more L = WS Where: L = taper length in feet W = width of offset in feet S = posted speed limit, or off-peak 85-th percentile speed prior to work starting, or the anticipated operating speed in mph �(}GESSlO� E .3-3"1-77/ S C V k ��2r 0 C� -N- -J b z � O � oo z oZz P4f C cc Y C W�o�' C) o c? U CL w U U ED'^ w crj e c c u r N L^- c i CQ rn zs .......... ......................... ......... .............:...................... o ',Q IW � � O h z W I i i b z � O � oo z oZz P4f C cc Y C W�o�' C) o c? U CL w U U ED'^ w crj e c c u r N L^- c i CQ .......... ......................... ......... .............:...................... IW W I i i 0 N E t e E o i 1 0 SLI € N) cS i 2 o o b z � O � oo z oZz P4f C cc Y C W�o�' C) o c? U CL w U U ED'^ w crj e c c u r N L^- c