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Home My WebLink About5.2-11810APPROVED BY: ENGINEER'S STATEMENT: l HEREB Y CERTIFY THA T THESE PLANS AND SPECIFICA TIONS COMPL Y WI TH Cl TY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRI TERIA, ANO THA T THEY INCL UDE ALL IMPRO VEMENT REQUIREMENTS OF THE AD VISOR Y A GENCY OR OTHER REVIEW BOARD. l AM RESPONSIBLE FOR ALL CAL CULA TIONS AND DRA WINGS ON THESE PLANS, AND ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ROBERT T. SWAN SON DATE RCE 43032 (EXP 3- 31 -16) .APPROVED BY: It NICOLAS FIDLER PUBLIC WORKS DIRECTOR RCE 61069 (EXP 12/31/14) REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR PACHECO ROAD t t 2 t ! ! i E o Q o O Q elf, O O HARRIS ROAD w I r ! 2 ry O c o ` o ` ! J t c� o ` t t ( t i t t t ! -M PROJECT SITE PANAMA LANE ............ ...... ......... .................. ........ ....... .......... ......... .................. ...................... ........................ . ------------------ ........ ........ t ............ t t VICINITY MAP- NO SCALE L2, 1u. DATE . ......... to ..... .... . DATE ff I i I I � w. Lm ..........� s J , ;y i : 1 } t >r I ! r .................. —s Y~K�f { av \\ - - - ---------- ................... %.•, : Ivy tt ... HARRIS � ROAD \ \ .......... ............. ....� .............. �� .......... ...�................- - - - - -- .......... .,,. ......... W...._...................... ..�W... _.��..� �.... .W_,.._...._..........�..W... .. ............ ...... �,��..........��. :t PARCEL 1 6 PARCEL 13 \ �. s .._., � PAR \ � CEL 3 PARCEL 2 PARCEL 14 PARCEL 15 \ \ a< � 0 I WR PLACE ...._..._.�. $,. 1 t`l \ v \\ I t ` PARCEL 4 PARCEL 5 PARCEL 17 PARCEL 16 t \ lit: w � Q ` PARCEL 6 PARCEL 18 LEGEND Q I.I Q SHEET INDEX NUMBER L � i ! SO #12 SEWER MANHOLE W NUMBER a t H � 7 #12 STORM DRAIN MANHOLE W /NUMBER K I � 9 j Y ..... ...... PROPOSED SEWER MAIN OR STORM —DRAIN I? ` t EXISTING SEWER MAIN OR STORM —DRAIN � PARCEL 8 PARCEL 7 PARCEL 19 PARCEL 20 � LL. t .�t ! ! t ' SCARLETT , COURT ! 4 ANIELLEC 6 # CB 5 s s C6 #8 i t PARCEL 9 PARCEL 10 I PARCEL 22 PARCEL 21 t S E� PARCEL 11 B#9 PARCEL 23 � I � C6 #10 t i � I f , 2 t PARCEL 12 � 3 -------------- - - - - -- - - - - - - - - - - CITY OF BAKERSFI ELD PARCEL 24 t LANE _�...� _�...�.........._ ........ ......:�......�.......�__�,.,.. _..�..... �.�::.�.�::. .�.. �__........ .____- _�w.............. PANAMA ...................... ......��r- s CS: •w�..w.w...Ji.NJi. :iATAN.f:::a1 .. .. . .. -- •_._____- 111: :...�. ::::: >:::. ... -._._. _. ......w :.:.::.::. .......... - c . t KEY MAP SCALE: 1' =200' -Nj- N I� I■ NOT ALL UT /LIT /ES WERE LOCH TED ON THIS PLAN AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UT /LIT /ES OR FACILI T /ES NOT SHOWN FOR FOR INFORMA TION OBTA /NED FROM OUTSIDE SOURCES. CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILI TIES PRIOR TO GROUND DISTURBANCE TO V uncirr NoTS ERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILI T /ES AND UT /CITIES USA 1 800 642 -2444. BASIS OF BEARINGS. THE BEAR ING S 0039'02" W SHOWN AS THE EAST LINE OF THE SOU THE,4ST 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 57 OF PARCEL MAPS, AT PAGES 794 -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 O TITLE SHEET O TYPICAL DETAILS — GENERAL NOTES O3 PANAMA LANE (PLAN AND PROFILE) STA. 16 +94 — 22 +66 O4 PANAMA LANE (PLAN AND PROFILE) STA. 22 +66 — 36+21 O YOUNG STREET (PLAN AND PROFILE) STA. 10 +00 — 23 +20 O YOUNG STREET (PLAN AND PROFILE) STA. 23 +20 — 36 +57 (7) I I I { 3 E j 3 z U VICINITY MAP- NO SCALE L2, 1u. DATE . ......... to ..... .... . DATE ff I i I I � w. Lm ..........� s J , ;y i : 1 } t >r I ! r .................. —s Y~K�f { av \\ - - - ---------- ................... %.•, : Ivy tt ... HARRIS � ROAD \ \ .......... ............. ....� .............. �� .......... ...�................- - - - - -- .......... .,,. ......... W...._...................... ..�W... _.��..� �.... .W_,.._...._..........�..W... .. ............ ...... �,��..........��. :t PARCEL 1 6 PARCEL 13 \ �. s .._., � PAR \ � CEL 3 PARCEL 2 PARCEL 14 PARCEL 15 \ \ a< � 0 I WR PLACE ...._..._.�. $,. 1 t`l \ v \\ I t ` PARCEL 4 PARCEL 5 PARCEL 17 PARCEL 16 t \ lit: w � Q ` PARCEL 6 PARCEL 18 LEGEND Q I.I Q SHEET INDEX NUMBER L � i ! SO #12 SEWER MANHOLE W NUMBER a t H � 7 #12 STORM DRAIN MANHOLE W /NUMBER K I � 9 j Y ..... ...... PROPOSED SEWER MAIN OR STORM —DRAIN I? ` t EXISTING SEWER MAIN OR STORM —DRAIN � PARCEL 8 PARCEL 7 PARCEL 19 PARCEL 20 � LL. t .�t ! ! t ' SCARLETT , COURT ! 4 ANIELLEC 6 # CB 5 s s C6 #8 i t PARCEL 9 PARCEL 10 I PARCEL 22 PARCEL 21 t S E� PARCEL 11 B#9 PARCEL 23 � I � C6 #10 t i � I f , 2 t PARCEL 12 � 3 -------------- - - - - -- - - - - - - - - - - CITY OF BAKERSFI ELD PARCEL 24 t LANE _�...� _�...�.........._ ........ ......:�......�.......�__�,.,.. _..�..... �.�::.�.�::. .�.. �__........ .____- _�w.............. PANAMA ...................... ......��r- s CS: •w�..w.w...Ji.NJi. :iATAN.f:::a1 .. .. . .. -- •_._____- 111: :...�. ::::: >:::. ... -._._. _. ......w :.:.::.::. .......... - c . t KEY MAP SCALE: 1' =200' -Nj- N I� I■ NOT ALL UT /LIT /ES WERE LOCH TED ON THIS PLAN AND THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UT /LIT /ES OR FACILI T /ES NOT SHOWN FOR FOR INFORMA TION OBTA /NED FROM OUTSIDE SOURCES. CONTRACTOR SHALL CONTACT ALL COMPANIES WITH UNDERGROUND FACILI TIES PRIOR TO GROUND DISTURBANCE TO V uncirr NoTS ERIFY EXACT LOCATION AND DEPTH OF ALL UNDERGROUND FACILI T /ES AND UT /CITIES USA 1 800 642 -2444. BASIS OF BEARINGS. THE BEAR ING S 0039'02" W SHOWN AS THE EAST LINE OF THE SOU THE,4ST 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 57 OF PARCEL MAPS, AT PAGES 794 -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 O TITLE SHEET O TYPICAL DETAILS — GENERAL NOTES O3 PANAMA LANE (PLAN AND PROFILE) STA. 16 +94 — 22 +66 O4 PANAMA LANE (PLAN AND PROFILE) STA. 22 +66 — 36+21 O YOUNG STREET (PLAN AND PROFILE) STA. 10 +00 — 23 +20 O YOUNG STREET (PLAN AND PROFILE) STA. 23 +20 — 36 +57 (7) MATERIALS LIST ESTIMATED QUANTITIES, NOT TO BE USED FOR BIDDING PURPOSES SEWER SEWER MANHOLE S 15 EA 12" SEWER MAIN 2t748 LF 10" SEWER MAIN 1, 050 LF 8" SEWER MAIN 12594 LF 6" SEWER MAIN (LATERALS) I I I { 3 E j 3 z o y 3 E � 'v — I os 1, 267 LF F s LUCY OLIVER PLACE (PLAN AND PROFILE) 0$ SCARLETT DANIELLE COURT (PLAN AND PROFILE) 09 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 2t748 LF 10" SEWER MAIN 1, 050 LF 8" SEWER MAIN 12594 LF 6" SEWER MAIN (LATERALS) STORM DRAIN STORM DRAIN MANHOLE(S) 11 EA TYPE "A" CATCH — BASINS) 11 EA OUTLET STRUCTURE(S) 3 EA 36" STORM DRAIN 1,010 LF 30" STORM DRAIN. k 735 LF 24" STORM DRAIN 95 LF 118" I I I { 3 E j 3 z o y 3 E � 'v — I os 1, 267 LF STORM DRAIN STORM DRAIN MANHOLE(S) 11 EA TYPE "A" CATCH — BASINS) 11 EA OUTLET STRUCTURE(S) 3 EA 36" STORM DRAIN 1,010 LF 30" STORM DRAIN. k 735 LF 24" STORM DRAIN 95 LF 118" NOTES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE Gll/EN 24 HOURS NOTICE. TELEPHONE N0. 326 -3049 2. ALL MATERIALS SIJPPLIEO FOR THIS PROJECT WILL REQUIRE A CERTIFICA TE OF COMPLIANCE ' STA TING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSF /ELD HA I/F BEEN MET J. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY, NUMBER AND L OCA TION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. S,a - 118iv m I I I { 3 E j 3 z o y 3 E � 'v — I os F s STORM DRAIN 950 LF NOTES: I. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE Gll/EN 24 HOURS NOTICE. TELEPHONE N0. 326 -3049 2. ALL MATERIALS SIJPPLIEO FOR THIS PROJECT WILL REQUIRE A CERTIFICA TE OF COMPLIANCE ' STA TING THAT THE REQUIREMENTS AND STANDARDS SET FORTH BY THE CITY OF BAKERSF /ELD HA I/F BEEN MET J. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY, NUMBER AND L OCA TION OF THE TESTS TO BE DETERMINED BY THE CITY ENGINEER. S,a - 118iv m I I I { 3 E j 3 z o y 3 E � 'v — I os F s 3 � � 3 3 v �fl 0 W z W 0 W Q 0 O • c O O 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 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 SIKH 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 FOL L 0 WING CITY OF BA KERSFIEL D STANDARD DRAW /NGS SHALL BE CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OB TA IN LATEST E91 7 /ON THEREOF) CONCRETE SADDLE DETAIL NO SCALE NOTE.• CONCRETE ENCASE SEWER MA /N 5' (FEET) ON EACH SIDE OF PROPOSED STORM DRAIN LINE. NO TE TO CON TRA C TOR ALL MANHOLES AND CLEANOUTS W1 THIN PROJECT BOUNDAR Y, 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. 91" C;� e- / / 1p-/ o CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® SW -1 SEWER LA T ERA L MARKER ❑ D -6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D -7 RIGHT OF WA Y FOR CONSTRUCTED CHANNELS El SW -3 PA VEMENT PA TCHES ❑ D -8 RIGHT OF WA Y 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 [:1 SW 7 HOUSE CONNECTION WITH VCP SADDLE ❑ D -12 CHAIN LINK FENCES El SW -8 INDUSTRIAL SAND TRAP F-I D -13 CHAIN LINK GA TES El SW -10 SAND TRAP ® D -14 CA TCH BASIN, TYPE "A " ❑ SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE ❑ D -15 CA TCH BASIN, TYPE 'A -1 " ❑ SW -12 SEWER LIFT STA TION VAL VE BOX ® D -16 GUTTER DEPRESSIONS ❑ D -1 INTENS/TY VS. DURATION CURVES ❑ D -17 JUNCTION BOX ❑ D -2 RA TONAL METHOD RUNOFF COEFFICIENTS ® D -18 MANHOLE, TYPE 'B" F-I D -3 CHANNEL PROTECTION F-1 D -19 DRAINAGE WELL, TYPE 19 ❑ D-4 CHANNEL PROTECTION ® ST-22 TRENCH BACKFILL & COMPACTION El D -5 RIGHT OF WA Y FOR NA TURAL CHANNELS ® ST-6 STANDARD PA VEMENT PA TCHES CONCRETE SADDLE DETAIL NO SCALE NOTE.• CONCRETE ENCASE SEWER MA /N 5' (FEET) ON EACH SIDE OF PROPOSED STORM DRAIN LINE. NO TE TO CON TRA C TOR ALL MANHOLES AND CLEANOUTS W1 THIN PROJECT BOUNDAR Y, 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. 91" C;� e- / / 1p-/ o I 1 m I i 0 o ............ .......... W� o SEWER —STORM DRAIN LEGEND PROPOSED SEWER MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS PROPOSED SEWER CLEANOUT OTHERWISE NOTED. TMH 356.9E TMH 356.7E ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED PROPOSED STORM DRAIN MANHOLE SE E LA LS E _ _ ss ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. — 7' MAX. OF COVER I I z I PROPOSED SEWER LINE w /SIZE z cn ( z AT THE PROPERTY LINE AND A MINIMUM OF 2.5 OF COVER AT GUTTER I z a, I I Q I Q I SD PROPOSED STORM DRAIN W SIZE FLOWLINE. o yes � Mr--- I r • `� I ° 0 ( I I • CONSTRUCT 10 L.F.f 18 CL -3 I OUTLET STRUCTURE PER � z = o I o I PROPOSED WATER (SEE WATER PLANS) C.O.B. STD. DWG. S -9 I � ( I 0 z RCP STORM DRAIN W /RGJ ® 0.20% I z I o Q — _._. 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ORAINAGE A EMS J i t I ;Nf PGde<E TOWER L i EASEMENTS t I 2' 15 50 115y I 20' d,. ------------- - - - - -- -------------------------------------------------------------------------------------------------------------------- - - - - -- — - - -- - - - -- — - - - - - -- ---------------------------------------------------------------------------------------------------------------------------------- - - - - -- ----- - - - - -- STUB 10 LF � PVC SEWER u 00.1170 i� I ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r-� I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,:... :.,.�i ,, it.. 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DESIGN f L 01!1�LINE PROFILE . . . . . . . . . . . . . . . . . . . . HG .. ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...,.... ............................... ........................................... ............................... ,350. '� ��, ... . . . . .... ..� . . `�. ti� . . ..... ........ ........ .... ....................... . CONSTRUCT 1*0 L. F.: .12" PVC SEWER ® 0.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................... . . 345: ... .... .... ........ .................... . . .................................................................................................................. r 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 t� on Q I- �wW QzW Z zQ cn Q n LJ rL i V J -N- HORIZONTAL: 1 "= 50' VERTICAL: 1` 5' .365 .... . 360 355 .... . 350 m \N W W' � .z ._.345 Jbi. cn. L W� ..... .340 24 +00 I SEWER-STORM DRAIN LEGEND 1) - PROPOSED SEWER MANHOLE 014 Z#z PROPOSED SEWER CLEANOUT � - PROPOSED STORM DRAIN MANHOLE ss PROPOSED SEWER LINE w/SIZE SD PROPOSED STORM DRAIN W/SIZE ---- . ............. - .......... ...... ____'._l.l.__l ..... _____ PROPOSED WATER (SEE WATER PLANS) . PROPOSED TYPE "A" CATCH-BASIN - - - PROPOSED RIGHT-OF-WAY SD STORM DRAIN STATION ss SANITARY SEWER STATION I ' ; - ' ; .' - , ' I ! - ; - - - � : ... � .. ............ F-11. .. t I ' ' I-- (.11.1.1-1?1,.".",...1.11..:Z",.,-,� " "*"".* .. ...... .......... ".' .' " _ � - ;' z I < I � Lij Li III < Z = Z < (f� < I n III III (f) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS A $9 UNLESS OTHERWISE NOTED ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. - 7' MAX. 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HORIZONTAL: I"= 50' VERTICAL: 1 pi = 5' L.Q - j < Z-) t - "' j: : : �"_'___ N,--\: 11 : _ I ' zi _- I 'Z - lll_"J i . : :: cj��. .Qt-- Q �'.i . 1 : : : ( -\",�: zt . � bq : �./-) 't : : "f_: : : C'�-'3 � ",- : '* : : ................................... . . . . . : : : : : : : ::[,.Q /. . . 360 // . /. > . . . . . � �gF `� 4l.6 � 1. ._ . ... . . � . . . -,-" �_ . . . � .."-.."-�.-�.-",-�-�.�.-..'�-,--, . : ..--,-"�-. .-. . . . . . . . . . . . . . . . . _ __. _ __�_- . �.- _._ . . . _. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .355 . . . . . 1. V . � . I I I . . I I . :1. : ................. ......... . . . . . . . . . ................................... . . . . : ... . ..... ... t t ..... . . . . � I �E. - : . . . . : . . : ; t i t � 1.. -350 : : . . . : . : . . . . . . . . . t � I : . . . . . . . . . . . I . : i : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . I . . . . . . . . . : . . . . . . . . . i : - - • : : . ! . I . . -� A �7 _ � . . . . . %_/ I %../ : . . . . . . . : - ___ : CONTRACTOR TO VERIFY IN FIELD . . . . . . . . . hi�ll. I - . i :1 ��: PRIOR TO ANY CONSTRUCTION . . . . . . . . . i!:. . 1�:- ON THIS PROJECT, AND NOTIFY it * .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . iii' . :H IF THERE ARE ANY ' . I 11. . - � I -1 . . • . . . . . . A I �'!' . DISCREPANCIES. ' ' i. 111 � I . . . . . . . , . . "rill %x i .... .... I I - ".', ." �'\ \-/' I" ........................................ 340 '. V, . . . . . . . . .I/ . . . . . . . . . . �""R�� /,! . . . . . . . . . '_�<��"'\ ........................................ - . . CONSTRUCT 221.'2 L.F.±' . . . • . . . . 12" PVC -SEWER @ 0.12%. . . . . ......................................... 335 00 35+00 36+00 I � I 11 , I I rl f r_ lvn. I �� . I ... I I ... �� . . I f cf) V-) I 'r- ' -d: 1 - t 1- If- I.qt 5 I CI ; () 1 4 Z... > �" -, c3_ I . . (�- " n •.. � 1'� 'c!�.. " ' � I , , �'�'��' uj A.�Z j ' , 41 , "�_ . . 4 11 Ir. ' 12 -, '. - ... .. �\ ftak . .,. 'i , 179 v 38 � � r " ...- 5 * I I" 14*4 rl i : : t t : t : I � : t : t : I t : t : t I : t : t : t : t : t : t : t : t : . : t : : t : ! ........... ........................... ............ ........................ ....... .. : t : t : t : t : t : z ! : i I : t : ! : ! : ! : t : t : t : t : z : t : t : t : t . : t : ! : t : t : t : t : t : . : t : It : : t ; t : t : t : t : t : t : : I : : 1, : : : ! : t : t : ! : : t : t : t : t : t : I : : i : : t : ! : t : t : � : : t : t : t : t : : t : t : t : t : t : t : t : t : t : t : t . : ! : t : t : z : z : : I : t : t : t : t : t : z : : t : t : . : t : Q) : : t : t : E : i : : Q : t : t : : : � : I : I : i : t I : : : � Q :: t t : : ! : t .... - ........... �_' __' ___ , : � : t : t : t : : t : t . : W : : t : . t : "K : . � t _c), IN Q (1) :z . . Q�. L - . Q z i� - Z W N- I-- Q) 'N X' n (o Q) • • .4i i.-Z "K Q r*,\ d- 0 I 1� ) . . . Q) Zt Ql) (z) .) : : t t : t : I � : t : t : I t : t : t I : t : t : t : t : t : t : t : t : . : t : : t : ! ........... ........................... ............ ........................ ....... .. : t : t : t : t : t : z ! : i I : t : ! : ! : ! : t : t : t : t : z : t : t : t : t . : t : ! : t : t : t : t : t : . : t : It : : t ; t : t : t : t : t : t : : I : : 1, : : : ! : t : t : ! : : t : t : t : t : t : I : : i : : t : ! : t : t : � : : t : t : t : t : : t : t : t : t : t : t : t : t : t : t : t . : ! : t : t : z : z : : I : t : t : t : t : t : z : : t : t : . : t : Q) : : t : t : E : i : : Q : t : t : : : � : I : I : i : t I : : : � Q :: t t : : ! : t .... - ........... �_' __' ___ , : � : t : t : t : : t : t . : W : : t : . t : "K : . � t _c), IN Q (1) :z . . Q�. L - . Q z i� - Z W N- I-- Q) 'N X' n (o Q) • • .4i i.-Z "K Q r*,\ d- 0 I 1� ) . . . Q) Zt Ql) (z) .) IN Q (1) :z . . Q�. L - . Q z i� - Z W N- I-- Q) 'N X' n (o Q) • • .4i i.-Z "K Q r*,\ d- 0 I 1� ) . . . Q) Zt Ql) (z) .) SEWER—STORM DRAIN LEGEND O PROPOSED SEWER MANHOLE mo PROPOSED SEWER CLEANOUT C5 C) Z 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 SD STORM DRAIN STATION ss SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE < < z Q /) < C - n ........ .......... .......... ... ...... ......... .......... .......... .............. ........ 'J 0 ................. .......... 0 + 0 41!� 9p cn 360 . ........... . . . . . . . . . . 355 . ......... . . . . . . . . . . 350 . ......... . . . . . . . . . . 345 . ......... .......... 340 . ......... . . . . . . . . . . 335 10+00 ..... p 7 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. PARCEL 12 —� U :D C) �__ Cr v) T_ 7- 0 C) co o rn C6 + 00 J 0 -r m o0 � z: zftz 7r M W c) a- -1 0 C) LLJ CD 00 Cy) + Ln PARCEL 11 PROPOSED R/W O CIO 4 SD ss tsw ------- SS N0 ss 3*37t39 ss 1 ss 3 Ss 12 Ss =D ry V) 7r 0 C) 0 ry CD A 1-:4- 0 C) + . C:) L0 z4tz J 0 = Z < ry LLJ 3: LJ (f) PARCEL 24 4' CONSTRUCT CONCRETE PIPE SA DDL E PER DETAIL 0 ma_ 00 _J UJ C) C) cy) * _b cy) � + I z 1 - U5 mo I = -- sk.� CONSTRUtT-4-LF.± 18" CL-3 C5 C) Z RCP STORM DRAIN W/RGU 0 0%0 I U _ = I 1821 NV 18" NV 18" INV= 347.72 347.70---' _j CL co 00 cn z I FA I < lb m it C I I CONSTRUCT 35 L.F. 0 z �VRCP-STOW DRAIN W/RGJ @ 0.20 0 j — < U I 18 347.77 12" SWR INV= CONSTRUCT CONCRETE 345.71 PIPE SADDLE PER DETAIL 36" jt� 343.96 A N� CROSS— SECTION cj NO SCALE 16. INV= PARCEL 10 CONSTRUCT CONCRETE PIPE SADDLE PER DETAIL w 0 17 N04 30150 9s 18 SD - __sD ------------------------ SS -------- , SS 16 so SD ss ss SD SD N04'94210219W . ....... ss ------ ss 15 SS SD SS ------ �, ss SS ss PARCEL 23 0 ry V) 0 0-4 CD ry -q- - L0 0 + 0 Lci Lc) 0 < ry LLJ 3: LLJ (75 0- PARCEL 22 YOUNG STREET cn :Z 0 C-4 00 C) co CD + 00 bj 0 w uJ LLJ 00 z I— < LLJ ry 0 cn 0 III 111 1 III cl� cn < 0 U) cn JUG ZD Li Q0 ry u�Z= 0 0 < :2 QD Lo 04 C)d v) + co PARCEL 7 20 ---------- 4— 19 SS ss — _ 21 cn ss N05'O8v49"E 22 SS ss --"Ss SS ss (A cl) U) PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) PARCEL 19 !4, C) ry 0 cy) + CI-4 cy) 0 < W LLJ a- PARCEL 6 2 _ss 3 LLJ ft Li ss N10-56 24 .. .... .... ... . . . ss LLJ Vn Li 0 .LJ HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 11+00 12+00 13+00 14+00 360 355 350 345 340 ---------- ............................................................................................................................................................... .335 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 PROFILE SEWER -STORM DRAIN LEGEND W Ln W � �W r�— W V zW �W 0 C/� 360 w Ln w � w 355: C/-)w C/� z zW �w C/' 350: . 345 340 ry PARCEL 6 PARCEL 1 - E- �z � 3 T UUINU 0 I MCC • !/ 36 +62.0,3 CL INT 3 1 ...... .... ...... ............................... rr �. .�•�rrr.w..w t i TIE INTO E�TING SEWER MAHOLE I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 335. . . . . . . . . . . . . . I U r Vl� Jt wtK w U. 1.070 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I V r' V V JC VVCI� � V. I J/o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v � v v ..�� rr�i � � v. �vio. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � i v v ..�� rr�i � �► v. �vio. . . . . . . . . . . . . . . . . . . . . . . . . . . 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 TOR TO VERIFY IN FIELD ANY CONSTRUCTION PROJECT, AND NOTIFY IF THERE ARE ANY CC) : 1 uj- . PROPOSED SEWER MANHOLE ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS ....... ......�......... C �.....�... E � t OTHERWISE NOTED. c - PROPOSED N SEWER CLEA OU T c D PROPOSED STORM BRAIN MANHOLE ALL SEWER LATERALS ARE 6" UNLESS OTHERWISE NOTED ss PROPOSED LINE w /SIZE ALL SEWER LATERALS ARE TO HAVE A 2.25' MIN. — 7' MAX. OF COVER .SEWER AT THE PROPERTY LINE AND A MINIMUM OF 2.5' OF COVER AT GUTTER SD PROPOSED STORM DRAIN W /SIZE FLOWLINE. ...... ............ _ ...... ............... ...._ ..... .._......._....... PROPOSED WATER (SEE WATER PLANS) t PROPOSED TYPE "A" CATCH —BASIN - - PROPOSED RIGHT —OF —WAY SD STORM DRAIN STATION ss SANITARY SEWER STATION W Ln W � �W r�— W V zW �W 0 C/� 360 w Ln w � w 355: C/-)w C/� z zW �w C/' 350: . 345 340 ry PARCEL 6 PARCEL 1 - E- �z � 3 T UUINU 0 I MCC • !/ 36 +62.0,3 CL INT 3 1 ...... .... ...... ............................... rr �. .�•�rrr.w..w t i TIE INTO E�TING SEWER MAHOLE I I HORIZONTAL: 1"= 50' VERTICAL: 1"= 5' 335. . . . . . . . . . . . . . I U r Vl� Jt wtK w U. 1.070 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .I V r' V V JC VVCI� � V. I J/o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . v � v v ..�� rr�i � � v. �vio. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � i v v ..�� rr�i � �► v. �vio. . . . . . . . . . . . . . . . . . . . . . . . . . . 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 TOR TO VERIFY IN FIELD ANY CONSTRUCTION PROJECT, AND NOTIFY IF THERE ARE ANY CC) : 1 uj- . v iVs 1 i t I m ....... ......�......... C �.....�... E � t t E E c c l Q E t V o W C t t O v iVs 1 SEWER -STORM DRAIN LEGEND No ry m Q w W {1 U ry H W J f-- O 0 I r� I, I f ;� ....... .................... µr SD I f i. x F-- -- _ .............. o w cn U J O CL I O F � O O 0 Ii x i x x w w ' w .:.......... ...... .... cis Y OF BAKERSFIELD DRAINAGE EASEMENT I I II U ry Uo Z O U + o c E W 0 Z Q ww 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 FLO WLI N E. PARCEL 3 6'x >s r-INSTALL 18" STUBS & CAP - -10' NORTH AND SOUTH ® 0.509 J SD SD SD SD SD SD SD SD -------------------- ----------------------------------------------------------- PA r J �o. �x CONSTRUCT 44.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 1.89% PARCEL 4 7+50. SD 0- I� PROPOSED SEWER MANHOLE C 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) Q PROPOSED TYPE "A" CATCH -BASIN - - PROPOSED RIGHT -OF -WAY SD STORM DRAIN STATION SS SANITARY SEWER STATION H GL HYDRAULIC GRADE LINE ry m Q w W {1 U ry H W J f-- O 0 I r� I, I f ;� ....... .................... µr SD I f i. x F-- -- _ .............. o w cn U J O CL I O F � O O 0 Ii x i x x w w ' w .:.......... ...... .... cis Y OF BAKERSFIELD DRAINAGE EASEMENT I I II U ry Uo Z O U + o c E W 0 Z Q ww 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 FLO WLI N E. PARCEL 3 6'x >s r-INSTALL 18" STUBS & CAP - -10' NORTH AND SOUTH ® 0.509 J SD SD SD SD SD SD SD SD -------------------- ----------------------------------------------------------- PA r J �o. �x CONSTRUCT 44.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 1.89% PARCEL 4 7+50. SD 0- I� I 1 p 5 rT sR I I l a cn m� I- U U z N ry NO SCALE I i z 0 L[? W O I I =o I �z I a- --j Uzl*z 0 00 z I Q I Q L J LLB J U U J p �- O m �- U I ( CONSTRUCT 17.0 L.F.f 18 CL -3 8" ov SWR INV= I I I I RCP STORM DRAIN W /RGJ @ 2.0% 1.� 1 1 1 O 348.27 I C3 mz W O U Q w a_ - - -- Q i OZ � U n � N p _j 0 U w - 18" INV= 18" INV= 18" INV= 18" INV= `NQ �' 344.00 343.66 343.66 344.20 00 � 30" INV= + 00 CONSTRUCT 27.0 L.F.f 18" CL -3 24" 343.66 a RCP STORM DRAIN W /RGJ @ 2.0% CONSTRUCT 466.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% 22' 22 8' 0ii I rT CROSS- SECTION N I m� I- U U z N ry NO SCALE N � J N O z 0 L[? W O = o6 n Qo J cn a- --j Uzl*z 0 00 T.- C) O L J LLB J U U J p �- O (7) �O N W O � 0 � z= z 1.� 1 1 1 O 0 � }- Lc) 77 ° mz W O U Q w a_ L6 � C) LJ OZ � U n � N p _j 0 U w � O U W N d�-cli `NQ �' 00 � �� + 00 �.rj + O 24" INV= a + O od + O 344.11 00 � 345.46 CONSTRUCT 17.0 L.F.f 24" CL -3 18" INV= 30" INV= O � RCP STORM DRAIN W /RGJ @ 5.00% 3 344.11 8' 22 22 3 CROSS - SECTION PARCEL 2 I I 0 I I 8 N g N 89'15' 17" w w `` 3 SD SD SD ill D SD SD SD SD SD ss ss ss s ss N 89'15'1 ss 7"W s ss 1 ss ss 10 00.00 -J N /fww VJ Q r w I rm � 4' TYP CONSTRUCT 466.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% 22' 22 8' 0ii I I m N I m� I- U U z N ry PARCEL 5 N � J N O z 0 L[? W O = o6 n � J cn a- z 0 00 T.- C) O z Jw w O U Q Up (7) �O N W O L0 w 1.� 1 1 1 O O � � � m � O + W +\ L6 � co 00 3 CONSTRUCT 466.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% 22' 22 8' 0ii I I m N I m� I- U U z N ry Z -� w 00- N � J N O z 0 L[? W O = o6 n U Z (c) S + O Q C:) T.- C) L0 ry w O W 1 \ �� (7) LUCY OLIVER PLACE CONSTRUCT 225.0 L.F.f 30" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% PARCEL 14 0 _j 0- 1 N89'15'17 "W 12 ``, ill D SD SD SD S N S N 89'15' 17" WS �ss 12+ 50.00 N T__ PARCEL 17 U Z O U O O � O CD w Co 0+ vi N CONSTRUCT 261.3 L.F.f 18" CL -3 RCP w /RGJ STORM DRAIN @ 0.20% 100 O ' W w rn L / T_ U �x �`p r ' SD SD �--5--- ox >t PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) PARCEL 15 PA PARCEL 16 ,. I 0ii I I m I O v ci CL V z � co W Q Q W N 8" SWR INV= � m � � 348.08 oz � - - - 4" INV= 24" INV= 18" INV= 18" INV= 344.96 344.11 344.11 345.46 CONSTRUCT 17.0 L.F.f 24" CL -3 18" INV= 30" INV= CONSTRUCT 27.0 LF.t 18" CL -3 RCP STORM DRAIN W /RGJ @ 5.00% RCP STORM DRAIN W /RGJ @ 5.00% 344.11 344.11 K*B'_ CROSS - SECTION \�,.D NO SCALE 100 O ' W w rn L / T_ U �x �`p r ' SD SD �--5--- ox >t PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) PARCEL 15 PA PARCEL 16 ,. I 0ii I I m m Q J w U I PG&E TOWER EA SEMEN T(S 15 50.151_�_20, HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' �rK of J F-N �� d-L� F-:D �--•0 U UZ*z 00 w U =) _ U Z cr _j � _j a_ O O N U U O V)O = Z = U Lc) U Q Z 0 Z J N N +I- + LO Lq O 360 �'`7 . . . . . . . . . . . . . . . . . . 00 ' 360 ............. .�....................... • ........ ............................... + + cn cn 0o O . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................ ............................... ...................... A P f?OXIMA TE DESIGN CL PR E 355 .... ...............:.. ........................ ............................... ... ........ , �, %,� ...... ......................... ............................... . .355 APPROX /MA TE DESIGN CL { ti '�• Qi .......... X/ Li .. ......................... .................._............ max.... .......... 350 .....# ...... . --------- -------- ...................................................................... 350 t } 3 . . . . . . . . . . . . . . . . . . . . . . . . �ti� . . . . . . . . . . . . . . . . . . . . . . . . 80 INV E =W" = 10" INV S =. 1 8�8 �� . 347.95 ' 347.85 t „ _ 3 . . . . . . . . . . . . . ,, - _ 1'8» INV N -S= 18 INV N .S- 24 tNV N =' .18 INV S r 343.73 ' 343.66 5 344:11 344.11 18 "•INV E_ r� 30'; INV W= . 30" .INV E= v .� 30." INV W_. 18" 1 N V E_. . . . . . . . . . . . . . . . . . . . . v � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . t V 344:63 343.66 343.66 344.11 344.11 30"' INV= . . . . . . . ��. . . . . . . . . . 341.90 3 0" ENV E- W = O 340 z. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o. . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3 4 0 . . . . . . . . . . . . . . . . . . . . . . . . 342.73 . . . . . . . . . . . . . . . ....................................... Q REMOVE THE TOP 2" INCHES OF BOTTOM OF SUMP (FULL LENGTH) p � . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .oar . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT 265.0 L.F.f CONSTRUCT 255.0 L.F.f 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 1 11+00 12+00 13+00 14+00 15+00 16+00 17+00 PROFILE 104 1 I j3 i m I O v CL V co 104 1 I j3 i m I O CL V W O W 4 104 1 SEWER -STORM DRAIN LEGEND $ PROPOSED SEWER MANHOLE - --OO 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 SD STORM DRAIN STATION ss SANITARY SEWER STATION HGL HYDRAULIC GRADE LINE D% m Q w m DRAINAGE EASEMENT -4- J O z Q 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. PARCEL 8 INSTALL 18" STUBS & CAP 10' NORTH AND SOUTH 0 0.50% N 89'15' 17 "W - cn cn cn cn PA Iry � Iv- J 7 +50. - SD - r �� 6F J d 00 cn 2: co I- N U I- U �R I Ld M 7' w nibi 8$ f V LJ_ I.d_ I I 3 u z cn z Q I U 3 e` O U p I 1 = 0 I I U ` LC) .. J j/1 00 cn d # t i M 7..... t 0 0) W '(^' L / 04 -CD • o Q D c�z � � • m 00- w 18" INV= 18" INV= U) V J LL_ 3 343.37 343.95 d- 1 o Q o 85 ® 0.509 36" INV= CONSTRUCT 29 L.F.f 18" CL -3 3:: p :2 342.87 RCP STORM DRAIN W /RGJ @ 2.0% n O i.. J J \ 8 0 l � It O t C wo ci °- - - - - - -_ x ' x x ......- w ...__. w w t I -- SDI 3 i Cl T OF BAKERSFIELD DRAINAGE EASEMENT -4- J O z Q 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. PARCEL 8 INSTALL 18" STUBS & CAP 10' NORTH AND SOUTH 0 0.50% N 89'15' 17 "W - cn cn cn cn PA Iry � Iv- J 7 +50. - SD - r �� 6F J d 00 cn 2: co I 3�g •�� 8' 22' 2 �R I Ld M 7' w nibi 8$ f V Z U I U z I I 11! U I cn m0 I Q I U CONSTRUCT 19 L.F.f 18 CL -3 I 8" SWR INV= I 1 = 0 I I RCP STORM DRAIN W RGJ 0 2.0% / 346.56 0 z I 00 3:: (.00 � - Q 04 -CD • o Q D c�z � � • m 00- w 18" INV= 18" INV= 18" INV= 18" INV= J LL_ 343.75 343.37 343.37 343.95 d- 1 o Q o 85 ® 0.509 36" INV= CONSTRUCT 29 L.F.f 18" CL -3 3:: p :2 342.87 RCP STORM DRAIN W /RGJ @ 2.0% A CROSS- SECTION 8 NO SCALE zW w O1-- >- cn w w I ° I PARCEL 7 � N J U O Of O �-- Z O U N zttz Z -10 � 8' 22' 2 U !- Ld M 7' w nibi 8$ f V Z U _j v 0 W 11! U p or- U L6 z p � cn ° JO 0- OWO � �Q z �- w 0 U W O 00 3:: (.00 U 04 -CD • o Q D c�z � � • m 00- w + I O r-: + J LL_ 3: 0') I O N 89'15' 17" W ��' M' SD 8 SD S 5D ss ss ss I ss ss - LC, N 89'15'1 7"W N 7 L 4' TYP U � PARCEL 9 � o a Z= oz U Q �O � ryO ry �� W ID i- W PARCEL 10 cn J O _ Z Q U) PARCEL 19 00 0z INSTALL 18" STUB & CAP 75' ® 0.509 \ aL I- �-- O JU � �� W Ln z O O U Z 0:2 ,0 'u` L / N W W 4-- 10+ 00 SD SD S 1 D SD Q, 12+50.00 SD SD I J O _ Z Q U) PARCEL 19 00 0z INSTALL 18" STUB & CAP 75' ® 0.509 \ aL I- �-- O JU � �� W Ln z O O U Z 0:2 ,0 'u` L / N W W 4-- 10+ 00 SD SD S 1 D SD Q, 12+50.00 SD SD I 0 or ss ss ss ss s s ss ss Lc, o, �, 89. 15'17 "W N 0 o N N Q 00 moo 'rf, ooZ o Q D c�z � � cn m 00- Z cn z � w N I- W M w � U) 10 00 -i U 0- Z 0 O U w ov z U W INSTALL 18" STUB & CAP d- 1 o Q o 85 ® 0.509 co 3:: p :2 co, N I �Lo PARCEL 22 rn� � , i o o w zn 22 2' 8'O +w o+� 3 8 1 Ln ° (n SCARLETT DANIELLE COURT / -_j I CV44- 1 000 cn � o° U z Q � Lo :2 1 00 0,-- CD w In W O +w cn ,,.. - , Rio 11\4 V= 343.65 343.65 18" INV= „ 343.65 24 INV= 343.15 rB_" CROSS- SECTION 8 N 0 SCALE PROPOSED R/W (TO BE DEDICATED ON FINAL MAP) 344.23 CONSTRUCT 29 L.F.f 18" CL -3 RCP STORM DRAIN W /RGJ ® 2.0% PARCEL 20 PARCEL 21 PA Of m Q w 0- I I I � i i t i = t I It I I t It e t t I t t i.l.i I I . I 15 I I I I I I I I I I I I I I I I I I �I ' &E TOWER L E A SEMEN T(S 0' , 15 , 20' } I i •I I �I CONSTRUCT 41.6 L.F.f 36" CL -3 RCP w /RGJ STORM DRAIN © 0.28% CONSTRUCT CONSTRUCT " " CONSTRUCT 422.8 L.F.f 36 65.2 L.F.f 36 77.1 L. 24 " CONSTRUCT 183.8 L.F.f 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 ® 0.20% ® 0.20% O F-- Lo � :D U w w Of 0 U) O Of Z� Z= J (% O O Z= Z 00 O z co O Z= 07, p Z U� U Q Z= O Z U Q U Q Lo F- �� OZ UQ U Q (o 00 d- to C) W t� (n 00 � U) U) 360. .................... J + + co . + + �. . . ... . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . N + O .. . . ... . . ... . . ... . . ... . . ... . . ... . O 9t ....................................................................................... . 360 OCD 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355 : �'��`� APPROXIVA: TE DESIGN CL PROF /LE ..... �................................. ............................... .... ... ...................... ....................................... ............................... .355 APPROXIMA TE DE515N CL PROFILE Li . . . .+�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3:Ix' 350. .......... .......'. 350 HGL , �� 8" INV E -'W= � .346.37 � d. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ;f fft 12 "• INV S= 345: ' . 346.27 _ - . � ;, INV •N- _ . 18." ENV N S- .. 345 8 S 24" INV S= 24" INV E= 344.02 �. 36" INV E -W= 343.37 342.02 343.00 343.00 18" I NV E = 18" INV W= 36" .INV' E= . . . . . . . . . . . . . . . . 343.65. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ; . 36" INV W= v ° 344.02 j o0 36 INV= 36" INV - W= . 342.87 342.87 - 24" INV W= . 18" INV' N -S= 341.90 E W . .36 INV W= � W W 340 : 342.02 p. 343.00 P O 343.15 343.fi5 Z O REM012�' THE. TOP 2" (INCHES . . O . . . . . . . . . p �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . 340 BOTTOM OF SUMP (FULL L. LENGTH) v Q. v Q V Q o �. . . . . . . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCT 265.0 L.F.f . low CONSTRUCT 253.5 L.F.± 335 . . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . . . . ... . . ... . . ... . . ... . . ... . . ... . . ... .. . . ... . . 8" PVC SEWER © 0.25% 8" PVC SEWER © 0.25 ................................................................................................................................................. ............................... .335 4+00 5+00 6+00 7 8+00 9+00 1 11+00 12+00 13+00 14+00 15+00 16 +00 17 +00 PROFILE i I ( I I I HORIZONTAL: 1 "= 50' VERTICAL: 1 "= 5' 4 W Z W 0 0 W Q 4 m 0 or e U W �:. 'rf, Q D i 4 W Z W 0 0 W Q 4 m 0 U W D Q D 4 W Z W 0 0 W Q 4 � I I � : . ; . I - ----- � - - , . . I > I M. .. x * M. ' 0. . .. 0 . T M > X. 0: : I � / M .. W. C.- .FZ 0 W1 , I 1j t1ft . ... .0 .5, _ I-.------------ - - - - ---------- -1, x U Cn CL L_ W E. W ! : ... : .. . MAINTAIN 12 TRAVEL LANE. loom LL 0 0 L0 �� : a-.V3 HV N80M OV08 OV3HV N : C11! : MI., IN 9-4:8 a3solo : : 3NV1 1HO-th. 1A31 . . , ............. . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. � I d33)4 03SO13 3..NV,l 0.3solo 3NV1 .U31 ...... lkv dM A M 13 U-1. ^ M = su W CL W tz LU 93 : : : : -- : ��iVIC�� . Job Number., Prime Contractm Pu"'S Lan d : * : B�rgqui�t -1 3C077 . Field Contact. " Randy Plan Number. . Number. I 1 -$f #**9r%7 Contact. 66 8--O. �j Permit Number: - 93 : : : � � � i i i i i i 1--__." I � � 4. 1 4.1 1 40, 1 -L I � 4 ...."', i , �.' 11 , I 1i1 4. 0 -L I 0 4 4 t r ROAD WORK AHEAD LA F1 a V. f I A -, I I . AW � Taper Length, Number oT Devices, and Device Spacing Table (Imperial): G/�I�IIUTC� .............................................. I I . : . ... I I I . . . . . .. � 1. . �. �. _ I . I � � Speed , ......::��:: .1 .... i � : : i : _ _ , , :.:::: , '::: . : . ::::::::::::'.:.'.:':� .. .... ; : : : : : . ::::::::::..:':.'. :, "..'. : :�: :::: :':_: ,: '' � � . : � ::::.: . . . 1. I I : Min. Merging Taper Length (L) in Feet Min. Number of Devices Maximum Device Buffer Space. ::��.:�!��::��:��,:;,��:��:!::�l��'...,.'',,,� .. . . . I .. � . 1 :: ..... I..."''. . �::':::::::::::: U o 1. I I— I . I I ..1. I � .._ ''I I . ''....'', ''.. � I ------- �� _ ..... ..... .:::::::::::::::: 11 : ....."��,��.�..��''....,.,......,..�..� 11.1 ..... .. 1. : ! : : ::: .1 1 .......... : ::� ...... ::::::::::::.: Lane Width (W) in Feet Lane- Width (W) in Feet Spacing in Feet __ . .... : :::::::: .':_:::::::::' �1.11. .... _ ... ::::::::::, : ::::�::.:.:' '::::- . I , _ .:_ : 1.11.1... ............. � �. , ------------ .1 * R 14. �1%1_ 11 ... I I �. ._1 I I .1 � I I :1.111,111, . .111'.. �. ---- � .............. � � ------ --------- '. ............... .......... � ............... ..... _ ................ _ .... � .. ................. ___ ............. . � .................. � ". 11 :::,: �:,:.::,:.,:.:::::::::::::::::.::::::::::::: * --- - ---- :::.�::.''.":�",:.:.:::::::::,:.:::,::::::::::::::: ::::::: '_." '::::::::::::::::::::::! ,::::: ::::::::'':.".::::::::�:::::,:.,�:.:::::: . .... . I .... . 1.11'' 1. Along Along :'.::_ - ... ".. ""I, 1.111"', �.:.:__ . ::::: '' �, �, .......... _ .. . ..... . -. , 1�y I N - NN � *� - 11, _ 1 I I , I MPH 9 10 : : 11 12 9 10 : : : i'� : ..... ., ... ..... "I.I...'.....' I.." ......... '. : : .1 . ....... '..'.'.1.1...1........ : : : ....'�'. '..,...,.. 1:2 Ta. p e r T6... n FT gent -, co co ..' 0 - - S, 1. �. .1. I . I . � . I : ...,...":::..�:,�".............. ..:::::: : � "............. ::q ... I.. - . ki- 25 or below 95 I . . 105 I I : : � : : 115: 125 6: 5 I R ... ._ .. .... I .. ....,� ..:: .... ::::::: ... � 111 ::::::�.:_:'::::::::::::::: F-11 :::::.:':'. I :::::::��.:_:: .:::: . . �� ':::..::::I ,:::::. :::::.::::::::::::. , __ �__ �. � � :::.::::::::::::::::':::� 25 50; 155 , ::::::::::::::.::::::'::::: ..... : ,: ... : : :::::::' ,�..::: '' z I . LL �� x 4.Q: Az 11 I � I'll. I . ..." .. � '' : : ... '::::::�...........1 ...... � ..... I ... � ...... I....,..., ::.::: . ............. �� .. , I , �. I .. , I .. �. I . . � I I.. I I I , � .'' I I—— W - I ------------------- -_ ----------------------- - - , ------------- ... � --- �.. 1. � I ... �. ''... .. .1. I : x::":.:::�..� ::::.::: - r I., I ... 1. . . 1.11 - -- ------------- 0- , :- I—, ............. � --- -------------_--__-- � ------------ - __ ... .. 1. 11 I 1. I.., I I . 45 405 4.50 495 540 10 11 12 : . . ; : : : .11111 11 11 I : . : I .'... 1:3 45 90 : 36Q - I 11 I 1. I I . . 11 I..... I I I.... 1.1.11'... � . I—— 5(� 450 500 605 660 10 11 .12 : : : : : : I 1 : ! .. I ; I..'' ... : % ,......:., IL � : . 1: 50 100 4 5 : ! � 1.1.1111, . "..".1.1 11 11.1 � I 55 4:95 I 550 605 660 10 1 1 12 I I I 7r I . I I 13 55 110 ... : I.. I I - ...... ... ... ... .... .... N .............................. . � --- .I... ....... I ..... .............................. ......... .................... .'..........'.._ . ..... .. ::. , .. _ .... ............ .... :::: : :''.'...'.........'..._..'. I I .... 11 � . : : 5.: : . I t : t : QQ I i ; I � � � .. � I _ I 1 I—— _ ''. 0102 CC►nfCOl :::::: :.:.:.:.�.:'.: ":': ":.:::::::.': I .11, ....'', ... _':: �... _ .1 .. .... - q :::: _ �, I.......... .... ... I .. ... . .... - I'—. .. .'....'.. �. 1... :::,: .1 1.1.1..... . .... . . I . � 11 ". I ... 1. Table 6C-3, Taper Length Criteria for Temporary TraTric Zones AMUT:D* I I .... :_: : ( ) .......' I - ........... I ........ : ..... : ............ ............ ............ 1 ............. : . : : : : : : : : : : : ........ � ... a .1 . � I . � ............. _ � � ...... Typ+� of Taper ... ----------------- : .............. � ........................ - . . . I . . I : Taper Length (L).* ------------------------ ---- .... .. .... 1. . I ... '"'I.,.....,.,.,".''..,...'',,....''I ':' . , ''. : � : : : . - L Q .. ......' �... .... I I .. ....'.. I ..."..".1.1 _ I . � . I � 11 . I I Merging Taper- . p p q . � I : : . at least L :: � , X._ . . :� , I . � �. :::: 11 I 11 � . I I . :::: ,.. �. I I ..... ... � - ''. I I , ''.''', I ... I __�'_ I ... .. . . .1 ::: - ::. I.. I :::: ...:,: ':..:...: .... I . ..... � 11 � ,. . � '... . I—— I - .1 I I ::::_:.._ .. ... ''...'' : t : t : ; : t ! : ! ; : t : ; � z �3 - 11 I . I 11 11 .1.1. ,"........ I 1. z . . ... . I .1 I � � I � I I I I I � I I 11 I I I... ''I � Shifting Taper .................... . . . : : . . . : � . . at least 0.51. ..... _'�' .. .. .. ........- 1 ....' 11.11 .... .. I.. ... .''. I ... : z I I I I I .1111 I �houlde� Taper - . : : ; : . . at least 0.33L 1 .. �. 11 . . .... .. .:......1'1 - : t I I I � . I I 11 11 I I I I— One-Lane, Two-Way Traffic Taper . : . 6 . : . {�I : : 30 m 0:0 ft) maxlmu:m - .. ... . .... . I .. .. ... :::::: :. ::� - : : I—— I "..I.I.."', . . .11'. .1 :' ... I ':..X:: ': .11.1 ::::::::.::': �': '"..'". :::::�:�.�:.,..:":.:::,:.:::..:::::: .... , :::_:.: . ..... . ..... _: 1."'....I.I.I..'''I''..... ... �:' 11, 1, ''....X.. :::::::::.1 ... I � ; � : i : � : � : : i ; N - Q.) � I N 'q I Downstream Taper . . . I . . . . I;— I . : � - I , , . . 1. 3:0 rn ) per lane ( . ... .. I .... _ ''. - � �� I .::::,::::.:..:::,,.,:,:":.�,�� , I ::::::::::::::': -1-1.1 � � I 11 ::::::::.' :":.:, - I .:, .. '::' ':':_:_::' . 1-1.1- ... : .... 1 :::::::::::.::.:':- ... I , ..... :::" I...,.''.'' : t : i : : t : t ; : *-\ �0 '* - . Q ') t Table 6C-4.. Formlas for Determining Taper Lengths (CAMUTCD) t Q 11 Speed Limlt (S) � ------------------- ........ .... __ -_ : I I . A Taper- Length (L)* Feet : ::: 1, :::: � _.. :::: - ::: . : : t I 1 : :! :::::::.:: 1 � I I I. ! : N C3 45 mph or more . I : : : : : **A* : *it#" : : : : L WS : I :::':::.:'.'. ""':.:' _ _ '. :::::: :.:'::.:.:.': , '::' :: :::'..:::..: :::::::::��:�:__':::::': .... .. . ....... ., :::: ::�::.:"':X: ....... � I 11.1. .11.41.11 � 11 .:::::':_:::.: ... : ... .. . . . .... I I : — : : : : : ! : i I : : : : Q : t : t n V_� , , , ::::: .,...:.,:..,:...":",:",:,:".:.,::., ,: :::::!� �: �.: , '_:'::::. �. _ XW.FM : ::::::. X':'..':.':.:::.:: .:::.. , ,::::: : ::::,:* , ":_:��.X.::�:::.:::::: :: Where: L - taper length: in feet ::.':::_': �:::,_: : :i I .... ... �. � I .......... ::::::.:::::::':': : i : * t . t : � : : : � C) > �' ::: :_:.::�� ..:..":.._._ . . ..... ::::::::::.".'.".:.�'..: ... :' . , ..'. :::: :,:.:.:..::�:.:.:''.,...::.::.:�: �: ..''. ___ 1. ::::,::,. -.'"':�::�.�.::::.::..::�::��::�:.,.:: - � _. ..�. .1 . th of offsetib feet .:::::::::, I'll",,,,,,..,.,...��.,�,,�,� 1 ... '.I 1, - I � ".� �I.I.. '.:'._.' � � : : i : : : t : � r � : ctj 1111.1 _ . ......... .'''.1.1. .. ... I 11.11.11 ....... ..... 4 11 �. ....._.1.1 ... ::: .. .... : "� : _�.: 'I', . ... .. ... : ''. I �. _ I.. � � 11 1. .:.:::: '.......��'. .1.1 I—, ...... ''...._ ... .. I __' '' "'.11. � �. 11 . ..''', . , � posted speed limit, or off-pak 85-th percentile speed prior to work. I "I"'.1 � . I I .1 I � � .: :: : � ! , . 1. : :: : : : : : . .. � I ''I : �.: 11 ,"I.,.... � : %< i : : : � � 16 Q, : ? � __ � Imi - 10"'S q I ,0: : . t- : . : . starting, or the anticipated operating speed in: mpn Q 777 cri .. . I I :- I Q) ry) M I LU C3 . Mx �- 0 C5 .j j 3 ! i U a 0. i . X0 - . W I , � , � � I I . . � M ... I W... - .. 0. y. . I M � 0 0 x W. I - - ,