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I • 1 � • 1 . � t . � 1 � 1 *,007� 161W2.010 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE RYAN STARBUCK RCE 57651 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD r*-TUART J. PATTESON RCE 44898 BENCHMARK USIED.;_ TOP OF CONCRETE MONUMENT IN A LAMPHOLE , WEST OF THE CENTERLINEINTERSECTION. OF WHITE LANE AND WINDERMERE STREET (PER PARCEL MAP 12100 PHASE 1 MONUMENT ELEVATION MAP) '-LEVATION=353.03 (U.S.G.S DATUM) A BEARINGS. THE BEARING OF N 00"56'51" !3f SHOWN ON PARCEL MAP 12100, RECORDED DECEMBER r BEING 2014 IN BOOK 59 OF PARCEL MAPS AT PAGE 178, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: I OF MERGER RECORDED AUGUST 26, 2020 AS DOCUMENT . 220117531 O.R.t PORTION ALSO BEING A , TOWNSHIP 30 SOUTH, CALIFORNIA.RANGE 26 EAST, M.D.B.&M. IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF VICINITY MAP LI —1 L11 11 11 j —6223 "1-7" -NE -TABLE 1 TR -6001 "C" 00 0 00 I 1- -- I" I I T ALE HIGH #■�� ## M 11 0 SOUTH ALLEN ROAD €-- r - SCHOOL 2 •, # u �.. III 1 � 1... ',.. M WHITE M ♦ ! �j iiia `.......2 LF LOT 1 PM No. III I •t it'll LLA N o. 11861 • f � I* # mom• 12-0351 OF SOUTHERNLIF I STRIPING & SIGNAGE i•# MUIRLANDS PARKWAY p 111111 (IIII II !1111°•1■�u # # 33+00) `ia ■ SII �y� i■� ME MUIRLANDS PARKWAY SI TE mI . T 1 #■# z III VIII III IIIIIII IIIJI�I VIII g LLA . 13-017 T _ c_ 0 LF 878 LF ■moi LF 6,451L COMMERCIAL DRIVEWAY 5,1835,971 MUIRLANDS -7 z 5: E SF SURVEY MONUMENT ENCASEMENT wm0 0 < TR -6116 0 EA U) co EA 7 EA SIGNSMETRO STREET NAME C7 A TRAFFICI 17 EA I EA WHEEL CHAIR RAMPS 12 EA 0) TR -5135 1 3 EA 17 0 J I D" 1 VTPM 11838 LT 41 LLA No. "1 LF 0 LF VTPM 11838 12-0133 LF 268 L Y CATCH - BASINS 1 EA 1 WEST MING SPECIFIC PLAN AREA-] EA MEDIAN7 VICINITY MAP CENTERLINEIVERTICAL CURVE Y- DRIVEWAYVERTICAL L LIPOINT BEGIN-- POINT OF COMPOUND CURVATURE ECR- END CURB RETURN OC- POINT ON CURVE I_ POINT OF INTERSECTION EC- END CURVE HP_ HIGH POINT BEGIN-- EDGE OF PAVEMENT POINTINTERSECTION TIPOINT POINTI L CURVE NQIES 1. IF THE PROJECT IS SUBJECT TO THE PROVISIONSIPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE, " IWITH THE TERMS OF GENERALTHE PERMITT IATED WITH CONSTRUCTIONACTIVITY (WQ ORDER NO. 2009-0009-DWQ AS AMENDED BY 1 1FILED STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING CONSTRUCTIONI ITY. COMPLIANCE WITHTHE GENERAL PERMIT REQUIRES WATERLL I TI , CONTINUOUSLY CARRIED, ALWAYSAND I L LE FOR PUBLIC INSPECTION ING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C391807 HAS BEEN ISSUED STATE WATER RESOURCES BOARD FOR THIS PROJECT. IM.a m 1kw I LI —1 WIENW-11I�`�+ -NE -TABLE CD Makir.L-Iffr..v. .II ■ # r v # 1 #■�� ## M 11 STREET IMPROVEMENTS SOUTH ALLEN ROAD �•I 1111, 11111111 IIII Illyll IIII■ ° 11 III 2 •, # u �.. III 1 � 1... ',.. M Ulm, i t , M ♦ ! �j iiia `.......2 LF Mit IIII 111111, II III�II II II IIII; I° Ili III I •t it'll i SOUTH ALLEN ROAD • f � I* # mom• 1' OF SOUTHERNLIF I STRIPING & SIGNAGE i•# MUIRLANDS PARKWAY p 111111 (IIII II !1111°•1■�u # # 33+00) `ia ■ SII �y� i■� ME MUIRLANDS PARKWAY 85,107, mI . N1p IIIM II lull) pop � luau! uuuu i/ i� .i #■# u III VIII III IIIIIII IIIJI�I VIII g " CURB AND GUTTER, 0 LF 878 LF ■moi LF 6,451L COMMERCIAL DRIVEWAY 5,1835,971 CENTERLINEIVERTICAL CURVE Y- DRIVEWAYVERTICAL L LIPOINT BEGIN-- POINT OF COMPOUND CURVATURE ECR- END CURB RETURN OC- POINT ON CURVE I_ POINT OF INTERSECTION EC- END CURVE HP_ HIGH POINT BEGIN-- EDGE OF PAVEMENT POINTINTERSECTION TIPOINT POINTI L CURVE NQIES 1. IF THE PROJECT IS SUBJECT TO THE PROVISIONSIPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE, " IWITH THE TERMS OF GENERALTHE PERMITT IATED WITH CONSTRUCTIONACTIVITY (WQ ORDER NO. 2009-0009-DWQ AS AMENDED BY 1 1FILED STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING CONSTRUCTIONI ITY. COMPLIANCE WITHTHE GENERAL PERMIT REQUIRES WATERLL I TI , CONTINUOUSLY CARRIED, ALWAYSAND I L LE FOR PUBLIC INSPECTION ING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C391807 HAS BEEN ISSUED STATE WATER RESOURCES BOARD FOR THIS PROJECT. IM.a m 1kw I TITLE ® • i , I1 CD Makir.L-Iffr..v. #■�� ## M 11 STREET IMPROVEMENTS SOUTH ALLEN ROAD �•I 1111, 11111111 IIII Illyll IIII■ ° 11 III 2 •, # u �.. III 1 � 1... ',.. mill1 MAJOR ARTERIAL (SOUTH LL 0) SOUTH ALLEN ROAD LF m 111 . 'I III I f m1m. #* SOUTH ALLEN ROAD 61,103126,695187,798 MUIRLANDS PARKWAY Mm-foIL;mn�Q ) OF SOUTHERNLIF I STRIPING & SIGNAGE , Isa • MUIRLANDS PARKWAY p IIII IIul11l III 111 lil >� 1.m # # 33+00) ft. py �y� i■� ME MUIRLANDS PARKWAY 85,107, mI . N1p IIIM II lull) pop � luau! uuuu i/ i� .i #■# CENTERLINEIVERTICAL CURVE Y- DRIVEWAYVERTICAL L LIPOINT BEGIN-- POINT OF COMPOUND CURVATURE ECR- END CURB RETURN OC- POINT ON CURVE I_ POINT OF INTERSECTION EC- END CURVE HP_ HIGH POINT BEGIN-- EDGE OF PAVEMENT POINTINTERSECTION TIPOINT POINTI L CURVE NQIES 1. IF THE PROJECT IS SUBJECT TO THE PROVISIONSIPOLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDE, " IWITH THE TERMS OF GENERALTHE PERMITT IATED WITH CONSTRUCTIONACTIVITY (WQ ORDER NO. 2009-0009-DWQ AS AMENDED BY 1 1FILED STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING CONSTRUCTIONI ITY. COMPLIANCE WITHTHE GENERAL PERMIT REQUIRES WATERLL I TI , CONTINUOUSLY CARRIED, ALWAYSAND I L LE FOR PUBLIC INSPECTION ING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C391807 HAS BEEN ISSUED STATE WATER RESOURCES BOARD FOR THIS PROJECT. IM.a m 1kw I ESTIMATEDI IES FOR PLAN CHECK AND INSPECTION L TI . TITLE NOT TO BE USED FOR CD STANDARD NOTES MEDIAN PLAN STREET IMPROVEMENTS SOUTH ALLEN ROAD (1) SOUTH ALLEN ROAD 2 I I GNAGE PLAN(:D 1 MAJOR ARTERIAL (SOUTH LL 0) SOUTH ALLEN ROAD LF MUIRLANDS PARKWAY LF (44+50 — 55+50) MEDIAN PLAN 0 SOUTH ALLEN ROAD 61,103126,695187,798 MUIRLANDS PARKWAY ui ) OF SOUTHERNLIF I STRIPING & SIGNAGE COLLECTORLOCAL I L MUIRLANDS PARKWAY p MUIRLANDS oU Ij�F RE y49 33+00) DETAIL(22+06— ROUNDABOUT MUIRLANDS PARKWAY 85,107, SECTIONSM STREET G u c � G ESTIMATEDI IES FOR PLAN CHECK AND INSPECTION L TI . NOT TO BE USED FOR BIDDING. STREET IMPROVEMENTS PHASE 1 PHASE 2 PHASE3 TOTAL MAJOR ARTERIAL (SOUTH LL 0) ui LF 1,766 LF 2,642LF ' . .A.B. 0 SF 61,103126,695187,798 Lu } ui 0 OF SOUTHERNLIF I I COLLECTORLOCAL I L 1,915 p in oU Ij�F RE y49 CL , ' . ' A.B. 85,107, •- G u c � G g " CURB AND GUTTER, 0 LF 878 LF 1,649 LF 6,451L COMMERCIAL DRIVEWAY 5,1835,971 Lu -7 SF SURVEY MONUMENT ENCASEMENT 6 EA 0 EA 1 EA 7 EA SIGNSMETRO STREET NAME TRAFFICI 17 EA 62 EA WHEEL CHAIR RAMPS 12 EA 2 EA 3 EA 17 EA STREETI L 1 SAWCUT 36 LF 0 LF 232 LF 268 L Y CATCH - BASINS 1 EA 1 EA 2 EA MEDIAN7 1,782 LF 3,122LF 8,876 CHRISTY U-21 DRAINI 1 EA 1 EA 2 EA TRAFFICI L INTERCONNECT 0 LF 876 LF 1,684 LF , F BARRICADESTREET ALL PHASES SHALL BE CONSTRUCTED AT THE SAME 11ME i � � I- � I I I I I I I L_ _j I I I I I _j WHITE LANE - -- --------- T -- -- + I ! I I I I / _.......`L_ _ _j I I I I I I I _I_ _ 1 I I II I ! IT TI I L J L L J L I I --- __--__� 1 III -. I IT IV I I'` II I I I I I I I I I I I I 1 I I I ITRACT. 1 II I I I I I I I I I I I III I F_ T -I I - _ � _ J SI I L_ -- - F � .- I I I I I I I I All _ i f TRACT 7347-1 Oj 111- .11 .III I I 1 1 ~77 ®`ER THESE PLANS-)�-_., �� ` / � / __ � I 11-1 I 'Ti I _ -- --1 I SII I Ix/' ! !Ljj IL Ld 1 1 Iii �- �� / / Ld SUMP_Z~ ~ ' �- = = ®-- CLi 111,------------� L26 L23 '.. UIRLANDS-�� 6 12 10 11 Nil PHASE 3 -_- y-' II I - 7 ILL IT 11 I Ic) (NOT T I I I F, 11 1 1— 1 \ \ ` 11 10 CLINil 11 I00 LOT 4` I ICN PARCEL Ld TCB# 1 Ld J70.I CB#1 III LT \~� 1LIJ1 I L INDEXSHEET II 11 1 I DIRECTION III ICONCRETE II D STREET LIGHT BASIN III -N- fl I j PROPOSED STREET NAME SGN ISTY CATCH-BASI II I 1 1 I0 EXISTING III Fj1 35 ►�� ♦+DATE 10/29/2020 PA ..yTly # �I �777yyy ■No. ISI 11 1 H1 DIAL TOLL FREE 811 AT LEAST ■ DAYS BEFORE YOU DIG 0 COB RECORDS OF 13 SHEETS CN 00 cy ``-. 0 0) ui EL LL ui w V) I ct' UNDERGROUND SERVICET Lu } ui 0 OF SOUTHERNLIF I I p in oU Ij�F RE y49 CL Lo NO •- G u c � G g A 0 F- w41 Lu -7 ►�� ♦+DATE 10/29/2020 PA ..yTly # �I �777yyy ■No. ISI 11 1 H1 DIAL TOLL FREE 811 AT LEAST ■ DAYS BEFORE YOU DIG 0 COB RECORDS OF 13 SHEETS CN 00 cy ``-. 0 0) ui w V) I ct' UNDERGROUND SERVICET Lu } 0 OF SOUTHERNLIF I I p in oU Ij�F RE y49 Lo NO •- G u c � G g A 0 w41 ►�� ♦+DATE 10/29/2020 PA ..yTly # �I �777yyy ■No. ISI 11 1 H1 DIAL TOLL FREE 811 AT LEAST ■ DAYS BEFORE YOU DIG 0 COB RECORDS OF 13 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 20-17707, DATED AUGUST 21, 2020, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED 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 PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 811) 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 THE 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 OWNER OR 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. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; 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. 13. 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 DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, 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 PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER PROPOSED C.O.B. STD. DWG. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 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 COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN . ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL RAISED BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SUB -GRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SECTION AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS DETERMINED BY ASTM D-1557 TO A DEPTH OF 1.0' BELOW TOP OF SUBGRADE AND 1.0' TO EACH SIDE OF DRIVE APPROACH AND CROSS GUTTER. 17. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. COB ASPHALT CONCRETE PAVING NOTES (CONTINUED 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(8), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREENBOOK", WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CITY STANDARD PLATES w W u o o wwUOwz�'C/)>-m _ -rof = o c w z m ® ST -13 STRUCTURAL PAVEMENT SECTION ® T-1p T-1 F-O..i-Uper-Qm STREET NAME SIGN, POST TYPE p w 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED z W U) W U Z LL W A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) w co w Q � m o ZD a z T-3 STREET SIGN PANEL MAST ARM MOUNT ❑ ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ❑ T-4 z 0. CITY STD. NO. DESCRIPTION NEIGHBORHOOD DESIGN CITY STD. NO. DESCRIPTION w co m w z > 0° w a � ® ST -1 STANDARD & ALTERNATE COLLECTOR CROSS SECTION CURB AND GUTTER TYPES "B" AND "C" T-5 ❑ ST -29B ENCLOSURE CONFIGURATION EXAMPLES z o w ct o ui w m J z z Q MW ® ST -2 w �► ,> » >, MEDIAN CURBS TYPE M M-1 & M-2 ❑ ST -30 COMPACTOR ROLL OFF SPECIFICATIONS coo z � 8 �' o ® ST -3 WITH ARTERIAL OR COLLECTOR COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ❑ ST -30A COMPACTOR ROLL OFF SPECIFICATIONS �wE-zZ�o � �C000wo��c� ¢ o R _ F_ � g = w z ® ST -4 COMMERCIAL /MULTI -FAMILY DRIVE APPROACH -TYPE >, B ❑ ST -31 EDGE CONDITION DETAIL PAVEMENT SECTION 0za-ra_rr-moo z _ct�0 Ozz}.uw Q w o o Q m ❑ ST -4.1 a COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C" ❑ D-9 DRAINAGE BASIN � c w� w w�� m z 0 0 Zoo o z o 0 W ❑ ST -5 "T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL COMBINATION SIDEWALK ® D-14 „ „ CATCH -BASIN, TYPE A oWz>oFt �Z�c=n� = Q o z W ❑ ST -6 SYMMETRICAL AND OFFSET CUL-DE-SACS DETACHED SIDEWALK ❑ D-15 CATCH -BASIN, TYPE A-1 � z w o z u o 0 o m 0 0 a§ W p z o Q STREET KNUCKLE ❑ T-10 LEFT AND RIGHT TURN LANES ® p�zp9v�';'oz> ❑ ST -7 ® SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ® D-17 GUTTER DEPRESSIONS z � g p z wo 5 o ¢ w � w p ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ❑ D-20 SIDEWALK UNDERDRAIN Q �, � Z a. = o W o a aa - o Qw a 0 ❑ ST -8 CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR ❑ ❑ SW -2 STANDARD MANHOLE 1-W0z=vOzz v = v w'= ¢ v Q o w z w U ACCESS LOCATION ❑ PRIVATE DEVELOPMENT NON -METERED UTILITY PEDESTAL ❑ SW STANDARD MANHOLE NOTES Z z z z LOUc�ZwOwU- -2A ® n W j Q i v v z o 0 ❑ ST -9 T-19 CROSS GUTTER MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ❑ ST -23.5 BADGE NUMBER TRAFFIC SIGNAL _ =zaww U' p w = ® ST -10 COLLECTORS CURB RAMP ST -23.6 ❑ SW -3 STANDARD MANHOLE DROP CONNECTIONS 0 >' O " Q � o = ; oOW >w Ui=vii""-�wwJgO�- ❑ ST -11 PAVEMENT PATCH ❑ ❑ SW -4 MANHOLE SIZING CHART z Q U > �' o CO w = z ¢ � o tp- p=Uv�W= Ww �zO=>p��w ST -23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL ❑ SW -5 STANDARD SEWER CLEANOUT W o� w a o z ❑ ST DRIVEWAY GRADES TRENCH BACKFILL LIGHT BASE PLATE DETAILS AND LOCATION DETAILS ❑ T-23 G]�t-�wwu J0 ❑ -12 ST -25 HAS BEEN REMOVED (SEE ST -23) FOR STREET AND COMPACTION REQUIREMENTS ❑ SW FRAMES AND COVERS FOR w ¢ o o z > cn m co ❑ ST -12A TRENCH BACKFILL AND COMPACTION REQUIREMENTS BUS TURNOUT DESIGN -6 MANHOLES & CLEANOUTS o m ? o in- � w e w o W w z oz > m "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B U _ Z o M M rn L0 CID c0 W o ❑ Z ❑ W M Q > U Uce. :D® U) N � y= Q U) 0 W U) Z cu Q oC mN W co W N M Z a)o (� a) 0 N L1J M W N o� 0 0clq q L _+ w Er{ wwUOwz�'C/)>-m _ -rof = o c w z m ® ST -13 STRUCTURAL PAVEMENT SECTION ® T-1p T-1 F-O..i-Uper-Qm STREET NAME SIGN, POST TYPE ❑ ST -14 LOCAL INDUSTRIAL CROSS SECTION ® T-2 MISCELLANEOUS SIGN DETAIL ❑ ST -14.1 LOCAL STREET CROSS SECTIONS ❑ T-3 STREET SIGN PANEL MAST ARM MOUNT ❑ ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ❑ T-4 ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION 0 NEIGHBORHOOD DESIGN WITH ARTERIAL OR COLLECTOR ❑ ST -16A STANDARD & ALTERNATE COLLECTOR CROSS SECTION ❑ T-5 ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION WITH BIKE LANES w w w ❑ ST ARTERIAL CROSS SECTION WITH BIKE LANES WITH ARTERIAL OR COLLECTOR 1�02 -16B ❑ T-6 COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL ❑ ST -17 DETAIL HAS BEEN REMOVED ❑ T-7 COLLECTOR EXPANSION WITH ON STREET PARKING AT ❑ ST -18 ALLEY CROSS SECTION a INTERSECTION WITH A COLLECTOR ❑ ST -19 DETAIL HAS BEEN REMOVED ❑ T-8 "T" INTERSECTION EXPANSION ARTERIAL/ARTERIAL ❑ T-9 "T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR ❑ ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS ❑ ST -21 STREET KNUCKLE ❑ T-10 LEFT AND RIGHT TURN LANES ® T-14 ONE WAY MEDIAN OPENING WITH 14' MEDIAN ® ST -22 SURVEY MONUMENT ® ST -23 STANDARD TYPE 15 POLE (STREET LIGHT) ❑ T-15 RESTRICTED ACCESS ® ST -23.1 PULL BOX ❑ T-16 MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS ❑ ST -23.2 COMBINATION METERED/NON-METERED PEDESTAL ❑ T-17 ACCESS LOCATION ❑ ST -23.3 NON -METERED UTILITY PEDESTAL ❑ T-18 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS ® ST -23.4 BADGE NUMBER STREET LIGHT ❑ T-19 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND ❑ ST -23.5 BADGE NUMBER TRAFFIC SIGNAL COLLECTORS ® ST -23.6 STREET LIGHT SPACING TYPICAL -PROPOSED ❑ T-20 RESIDENTIAL CIRCULAR DRIVEWAYS ❑ T-21 TURNAROUNDS FOR STREETS TO BE EXTENDED ❑ ST -23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL ❑ ST --24 ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET ❑ T-22 DRIVEWAY GRADES LIGHT BASE PLATE DETAILS AND LOCATION DETAILS ❑ T-23 BIKE LANE STRIPING ❑ ST -25 ST -25 HAS BEEN REMOVED (SEE ST -23) FOR STREET LIGHT PULL BOX DETAILS ❑ T-27 BUS TURNOUT DESIGN ❑ ST -26 ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET ® T-29 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS LIGHT POLE NUMBERING ® T-30 TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES ❑ ST -27 REFUSE ENCLOSURE AND CONTAINER PAD El ST -28 GATE DETAILS FOR REFUSE ENCLOSURE ❑ T-31 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES ❑ ST ® T-32 ROUNDABOUT -29 ACCESSIBLE TRASH ENCLOSURES ❑ ST -29A ACCESSIBLE TRASH ENCLOSURES "FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS STANDARD PLANS 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP A88A & B U _ Z o M M rn L0 CID c0 W o ❑ Z ❑ W M Q > U Uce. :D® U) N � y= Q U) 0 W U) Z cu Q oC mN W co W N M Z a)o (� a) 0 N L1J M W N o� 0 0clq q L _+ w Er{ o U)N N a 0 w uj 0 w w ^ a- w w w w 1�02 w I.L. a a ��G�NEER * b/ CD tib o w a _> U v o cw Ove U S/038 �c 0 w W U) i W 0 i i L i i W U) z U)o o U)N N 0 w W U) i W 0 i i L i i W U) z 0 w 4 L DATE 10/29/2020 PA JOB No. 3151 H 41 SHEET 0 L Q. E L0 M COB RECORDS No. OF 13 SHEETS CONSTRUCTION NOTES (SOUTH ALLEN ROAD ONLY ❑1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ❑5 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-30. INTERMEDIATE PULL BOXES NOT SHOWN. ❑7 CONSTRUCT SWALE AT FUTURE CURB & GUTTER FLOWLINE. ® CONSTRUCT TRAFFIC SIGNAL CONDUIT & PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. ❑9 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) 10 CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "A" PER C.O.B. STD. ST -3. 11 CONSTRUCT CHRISTY U-21 CATCH BASiN WITH U21 -HT TRAFFIC RATED GRATE AND INSTALL STORM DRAIN INLET PROTECTION PER DETAIL SE -10 AS SHOWN ON SHEET 3 (FUTURE TYPE "A" C.B. LOCATION) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. SOILS REPORT GRADING RECOMMENDA'n THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY PREPARED BY SOILS ENGINEERING, INC. JOB NO. 20-17707, DATED AUGUST 21, 2020. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF THE SOILS REPORT. EARTHWORK RECOMMENDATIONS 11 V) "Earthwork Specifications," in Appendix A are provided for general guidance in preparing site grading plans. In addition, the following specific recommendations are provided and supersede the latter wherever discrepancies may exist: A. COMPACTION AND OPTIMUM MOISTURE Unless otherwise specified herein, the terms "compaction" or "compacted", wherever used or implied in this report, should be interpreted as compaction to ninety percent (90%), or greater, of the laboratory maximum density (as determined in accordance with ASTM Test Method D1557). The term, "Optimum Moisture," wherever use or implied within this report, should be interpreted as that obtained by the above described test method. B. STRIPPING 11 Prior to soil compaction, existing ground surfaces should be stripped of surface vegetation. A stripping depth of one to two inch should be adequate. In no instances should stripped material be used in engineered fill or blended with and compacted in original ground. C. GROUND SURFACE PREPARATION If drilled pier foundations are selected, earthwork operation shall consist of proof -rolling the near surface soils and minor grading to extend and level proposed foundation areas. if the proposed bridge is founded on structural mats, the upper seven feet below proposed foundation bottoms incom ro osed bridge abutments should be acted in accordance with the11 o p p g p following procedures: 36'__'_'__-` 1. Excavate earth material to a minimum depth of five (5) feet below the bottom of 1111. _ . __ .r proposed foundations. A cement slurry mix (3 sacks) could be used to backfill the 0 excavation as an alternative to excavating and compacting the existing soils. 2. 1The bottom of the excavation shall be reviewed by the soil engineer or his or her 1111_ _�____ representative prior to any backfill operations. 3. Moisten excavated and imported soils to near the optimum moisture or to a moisture consistent with effective compaction and soil stability. Compact moistened soils to a minimum of 90 percent of the maximum density obtained by ASTM Test Method D1557. 4. Work to lines at least ten (10) feet beyond abutment -edges. If abutments are supported by drilled -piles and pile -caps, ground -surface preparation 1111 . . _ need only consist of levelling and compaction of near -surface soils to provide a firm base ,__(352) for pile -cap construction. Pavement Areas: If paved access roads or tarmacs are constructed on the site, pavement subgrades should be prepared as described below. Ground surfaces to receive concrete or bituminous pavements should be scarified and compacted to a minimum depth of 12 inches below the grading plane in cut areas or to 12 inches in areas to receive fill. Engineered fill placed in proposed pavement areas should conform to the requirements of Section 5.4, "Placing, Spreading and Compacting Fill Materials," of Appendix A. Compaction in proposed pavement areas should be a minimum of 90 percent of the maximum density as obtained by ASTM Test Method D1557 and should extend to a minimum of two feet beyond the outside edges of pavements. Pipe Lines, Utilities, and Electrical Conduits: Existing Utility lines traversing areas proposed for facilities, pavements, concrete slabs -on - grade, or areas to receive engineered fill for future construction should be re-routed to provide to an area outside the zone -of -influence of proposed foundations. Proposed subsurface pipelines, electrical conduit, water lines, sewer or drain lines within the scope of the proposed project should be backfilled as specified below or compacted in accordance with the same requirements for adjacent and/or overlying fill materials. Compaction should include haunch area, spring line, and from top of pipe to finished subgrade. The haunch area up to one foot above the top of the pipe should be backfilled with "cohesionless" material. When available from on-site excavation, cohesionless native materials should be used for trench and pipe or conduit backfill. The term "cohesionless," as used herein, is defined as material which when dry, will flow readily in the haunch areas of the pipe trench. Pipe backfill materials should not contain rocks larger than two inches in maximum dimension. Where adjacent native materials exposed on the trench bottoms contain protruding rock fragments larger than two inches in maximum dimension, conduits and pipelines should be laid on a bedding consisting of clean, cohesionless sand (SP), in the Unified Soils Classification System. Compaction Requirements - where not otherwise specified in our plans or in these recommendations, the following compaction requirements are applicable to all electrical, gas or water conduits: --------------- Storm Drain Inlet Protection SE -10 TABLE B FL FLOWLINE STATION COMPACTION DEPTH -<2)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL to allow testing and evaluation of the proposed import materials. Because of the time needed to 1 ft. Above Top PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE perform the above tests, the contractor shall provide a means by which the Geotechnical Haunch to 1 ft. HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS 2'6" Below ( _ APPROVED BY CITY ENGINEER. of Pipe to 2'6" -O- Area Above Top U Finished Grade to �om 00 O Belo The finished ground surface adjacent to the propose bridge foundations should be sloped to 00 N of Pipe provide positive free drainage away from the structures. No areas should be constructed that Finished Subgrade SEWER MANHOLE would allow drainage generated on the site, or water impinging upon the site from outside Finished Grade SEWER CLEANOUT Structures 90% 90% 90% Pavements 90% 90% 90% Non -Structural 90% 85% 85% D. ENGINEERED FILL Earth materials obtained on-site are acceptable for use as engineered fill provided that all grasses, weeds and other deleterious debris are first removed. Engineered fill materials should be placed in thin layers (less than ten inches uncompacted thickness), brought to near the optimum moisture content or to a moisture content commensurate with effective compaction and soil stability, and compacted to a minimum of 90 percent of the maximum density obtainable by ASTM Test Method D1557, "Placing, Spreading and Compacting Fill Materials," in Appendix A. E. IMPORTED FiLL The table shown below provides general guidelines for acceptance of import engineered fill. Materials of equal of better quality than on-site material could be reviewed by the Geotechnical Engineer on a case by case basis. No soil materials shall be imported onto the project site without prior approval by the Geotechnical Engineer. Any deviation from the specifications given below shall be approved by the Geotechnical Engineer prior to import operations. Maximum Percent Passing #200 Sieve..........................................................................40 Maximum Percent Retained 3" Sieve...............................................................................0 Maximum Percent Retained 1 %" Sieve for Building Areas.............................................15 Maximum Percent Retained 3/" Sieve for landscape areas..............................................5 MaximumLiquid Limit..................................................................................................... 40 Maximum Plasticity Index.............................................................•---...............................14 Minimum R -Value for Pavement Areas...........................................................................50 Minimum R -Value for Building Areas.............................................................................. 35 Maximum Expansion Index (per 2019 CBC)...................................................................20 Furthermore, the soils proposed for import shall be generally homogenous and shall not contain cemented or clayey and/or silty lumps larger than one inch. When such lumps are present, they shall not represent more than ten percent (10%) of the material by dry weight. Where a proposed import source contains obviously variable soils, such as clay and/or silt layers, the soils which do not meet the above requirements shall be segregated and not used for this project or the various layers shall be thoroughly mixed prior to acceptance testing by the W Storm Drain Inlet Protection SE -10 SOILS REPORT GRADING RECOMMENDATIONS (CONTINUED) FL FLOWLINE STATION Geotechnical Engineer. The contractor shall provide sufficient notice, prior to import operations, -<2)- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL to allow testing and evaluation of the proposed import materials. Because of the time needed to M PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE perform the above tests, the contractor shall provide a means by which the Geotechnical � HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS Engineer or others can verify that the soil(s) which was sampled and tested is the same soil(s) ( _ APPROVED BY CITY ENGINEER. which is being imported to the project. -O- EXISTING STREET LIGHT F. DRAINAGE U CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. �om 00 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. The finished ground surface adjacent to the propose bridge foundations should be sloped to 00 N CO d- provide positive free drainage away from the structures. No areas should be constructed that O SEWER MANHOLE would allow drainage generated on the site, or water impinging upon the site from outside © SEWER CLEANOUT sources, to pond adjacent to or near the proposed structure. OO STORM DRAIN MANHOLE G. SLOPES - STREET CENTERLINE Co - - --- STREET RIGHT-OF-WAY Both fill and cut slopes should be constructed at 2:1 (horizontal to vertical) in accordance with APPROXIMATE DAYLIGHT LINE _ _._`__-_.11_1_1_-_1_111-:___11__ __ _. -3 the 2019 California Building Code. Finished slopes nearer than five feet from building -A--'&- PROPOSED EDGE OF PAVEMENT foundations should be graded no steeper than five horizontals to one vertical (5:1). A slope LO�f� PROPOSED STORM DRAIN ratio of two horizontal to one vertical (2:1) should provide adequate stability for slopes farther 36+41.17 (25' LT) "r, ( ( than five feet from footing lines. - - - - - - PROPOSED SEWER MAIN < -!�= .0<M0 W -TSI- PROPOSED TRAFFIC SIGNAL INTERCONNECT The fill slopes shall be compacted to a minimum of 90% of ASTM D1557 and in accordance Z w cr w m z p OzOp�pzo�a with the Guide Specifications for Earthwork, Appendix A. This may be achieved by overfilling �25 . _ _._,_ _ ANGLE PT E EXISTING EDGE OF PAVEMENT the constructed slope and trimming to a compacted finished surface, rolling the slope face with RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. a sheepsfoot as the level of the fill is raised, or any method that achieves the desired product. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO -" FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. The cut portion of the slope should be constructed first. Prior to construction of the fill slope, __. _ , _ _._ ___ .. _._._ . _ ....... ,37 I I incompetent surface soils should be removed from the top of the cut. W Storm Drain Inlet Protection SE -10 W 2u- LL -- > ,,.. - - pa0p wOcn I�u IO .��o6 0 Loa M � oc.�w F- m o J �-z wow¢ JQ � I1� Lu w , w cn z LJ- w - °D = Z o ( _ � 11f _ W 0 o' i E-- O� F- w Z °- z c):2-7 o� m -11__ .__1 :2 ___ I o- ¢ z 0� z R w O= O W = ¢ z co o w m o7 F- W Cn = w z > �om 00 + 00 6 Co w ~ � O 00 N CO d- Geotextile Blanket x -Sill fence Per SE -01 u7 + co -I x 1:1 �, x W=Ow`twU)C)- cn g o z maintenance (i.e., planting, proper watering, clearing of drainage devices, etc.). Slopes properly J ri Co 1--- � u = o w cwn Oz placed and conscientiously maintained are not expected to display excessive raveling or \l1, �T`tii? APPROXIMATE DAYLIGHT LINE _ _._`__-_.11_1_1_-_1_111-:___11__ __ _. -3 __ _ ... __.. _._ _ _ _ ___w _ ___. Note: _J UJ LO�f� J Q o z ��03:0Z w W 0 36+41.17 (25' LT) "r, ( ( orn d- J N .f) 7 ��~� 4-n 00 < -!�= .0<M0 W 38+65.12 LT� BEGIN EP I - Z w cr w m z p OzOp�pzo�a ___. _____ _(349.5) �25 . _ _._,_ _ ANGLE PT E .. - _.. - 7r 7 Co 7/ - - - 7/ - - L- - - 71K - - - ,7r res osLo 9JIl -" :a -____ 3 ______ 38+09.64 CL DWY---------------._ __. _ , _ _._ ___ .. _._._ . _ ....... ,37 I I o6w - �: flow 38 uS 0- W W cn O z a 39 - .' i - x-� � - J _ - I- - SOILS REPORT GRADING RECOMMENDATIONS (CONTINUED) Storm Drain Inlet Protection SE -10 W 2u- LL -- TSI 7 - �_�� ` - - Tse ------ - .' ....I F -- - ,,.. - - pa0p wOcn Both fill and cut slopes will be subject to erosion immediately after grading and should be CL U M � oc.�w F- m o J �-z wow¢ designed to reduce surficial sloughing by implementing a permanent slope maintenance IIS- I1� Lu w , w cn z LJ- w - °D = Z o as soon as practical after completion of slope construction. program p p p Stabilize area and 11f _ W 0 o' i E-- O� F- w Z °- z Slope maintenance should include proper care of erosion and drainage control devices, rodent grade uniformly around perimeter -11__ .__1 :2 ___ I o- ¢ z 0� z R w O= O W = ¢ z co o w m o7 F- W Cn = w z > control, and immediate planting with deep -rooting, lightweight, drought -resistant vegetation. An x 00 6 Co w ~ � O erosion control geotextile may also be used in combination with vegetation to control erosion. MT- +� Geotextile Blanket x -Sill fence Per SE -01 Z w W W J o a = O w (X= 3 -, co _ m _z m Experience has shown that slope performance is largely dependent upon proper slope -I x 1:1 slope x W=Ow`twU)C)- cn g o z maintenance (i.e., planting, proper watering, clearing of drainage devices, etc.). Slopes properly 1 L- 3 Min �� rn o 6" MIN 1--- � u = o w cwn Oz placed and conscientiously maintained are not expected to display excessive raveling or \l1, �T`tii? Drain inlet r��i��i ;; �� 12 MAX Q a. 0 g = w z Z a- t= ¢ � o sloughing. Note: _J UJ LO�f� J Q o z ��03:0Z w W 0 Remove sediment orn d- J N .f) 4' 4-n 00 < -!�= .0<M0 W n before reaching one-third full. J I Z w cr w m z p OzOp�pzo�a Section A -A r�M II II II W -J> _J cnz�„o'E=�w=w o W Z w W Fz- cin o II II LJ J J>J � .t Q1--=ozW000m M� 00 o fl JJ� n(D II + II ii II w-4- mw) 11 o o 00 J oZ w JL - z - � cn F- 20�¢ wWzo¢ o zo�cn�oz> Concentrated Rock filter(use if floN,v Q = v F= o6w - �: flow is concentrated) uS 0- W W cn O z a r -x x- x-� oazal=-w>0U)W >>wQ O_J.-y -,a ��w� W X i . . . . . . . . . . . . . . . . . . . . . x Edge of v=� W� Q o¢ g W A r ---------------I 1 1 1 '�-sediment trap U Z o m F- a Fz z z --L )LU U_ X 1 1 i 1 i ' Drain inlet w¢wj canwD=F¢-v5znW . Olfi o i 352 - : 1 i X A A z��ow0Oa�=� �W,� � Sheet flow 1 No I W . w CS �o � to 1 1 'J-'�- U j + W � + U) =W=<zQQpo C� Areas to receive fill or to support structures, slabs or pavements should be removed of all V_ ; 1--a- - ► ' LL w 1 } i Geotextile z F- = > o_ -.1 vegetation, debris and disturbed soils. All existing uncertified fill soils should be excavated to x i 1 ' i x Blanket `t 0 � > Q o z expose competent native soils. 1; ; 1 0 W o_ W W in J 0 m i 1 1 i Silt fence Per SE -01 w¢0oZ��m¢� Existing underground pipelines, private sewage disposal systems and any water or oil wells, if 1 m Co p W z _ ? oz ¢ m -1 _,, x �--------------------� x ¢ W -� -•, w 0 Q_ > E_ encountered during grading, should be removed or capped in accordance with procedures Q o w w o o w z o7 >- U) considered acceptable b theappropriate overnin agency. Tree roots to 2 inches in diameter ~ `� �- -I z = 0 0- = o 0 w z = p YgoverningOQ x x x x F-1-oa F-U��¢� should be removed. Z Lo W u7 41+52.61 (53.22' LT)= 00 rto FL 41+52.66 "rn FUTURE CL TEMPORARY CHRISTY M+ CATCH -BASIN +,r - U -21 DEVELOPMENT STREET R/W DEDICATION TO 114- _J (BY SEPARATE PLANS) THE CiTY OF BAKERSFIELD PER DOC. NO. 220146270 O.R. P. --- _____ _._.. - - - -��_ - - -r-- -�_�-- .. ..,�- r-- ..--.- _ _ _ _ = s _ - \-PROPOSED SWALE AND TEMPORARY SUMP 41+52.60 (30.23' LT) 11 SHALL BE PRIVATELY MAINTAINED LOW PT EIS _ --- -- 7.. ,-- PROPOSED EP ..._ _ _ -1.1-11-1-1,- 40I 41 N00°56'51 "E Q7 i Irl V' Plan 0 DI PROTECTION TYPE 2 NOT TO SCALE APPROXIMATE DAYLIGHT LiNE Notes CM V_ 1. For use in cleared and grubbed and in graded areas. T_ 2. Shape basin so that longest inflow area faces longest length of trap. I _55- - I - __ -�-�_ -=- 3. For concentrated flows, shape basin in 2:1 ratio with length oriented - - - - - - - ' - - - - - 10' BENCH- - - towards direction of flow. II I II � - - - - - -w . -_1-- - 7/F- - - \41 +95.12 31 LT) h ANGLE( PT EP ___- -- - _-,=.;_ � . _._.. __ __...__ _ _ _. 350.1 � 43+15.28 (31 LT , EP - - T.0_B_ __(3�g 5) _ _ _ zl 350.24 -- -- - - ,, -- --- -- �� TF / O ao 3 (3505)_ . 11- 3 �. . _L_ ______(351) 11- _1 . 11- ,11.11.. FF I II I 11 -__- Ii1111.-_ __I ..-.__ 1111___ 1111. . _ ... _.---- e (351)- - I) -(350.5) -- TSI 7 - �_�� ` - - Tse ------ - .' ....I F -- - ,,.. - - UJI r. CL U M 14- 1_ IIS- I1� HQ HQ ctm I 11f 0m �Z 1111_1111_ __1111.. _-1__-_1-1_____.111 1 i z -11__ .__1 :2 ___ I �) X00 00 LO 00 6 6+ . + MT- +� to +�I d- U_ am- lJ d 1. SEE TAPER "A" TABLE -I � _ 1.111._._.. -I- d" -;f- RADIUS -- a) �' �- 11__11. .Lj W - 44 3 W ___ _ J 1111_ 39.27' 1111___ � 9900 $ I W GRD. 42+25.28 55.41' UM- 42+35.28 1 56.50' RT COMPACTED TO 95% MAX. DENSITY 1111_1111_ __1111.. _-1__-_1-1_____.111 1 i z -11__ .__1 :2 ___ I - TSI_ 6 - TSI - - O® 1 �- -d 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' 39.27 _ 39.21' r -z co ON CURVE ON CURVE 50' V.C. r), w Ln _ I O W F`7 ID O U O U O, -,0101 i -w U- � > i� 0000 r- ^� 0000 000 � > l �-.w 0 I- W � (i �1z 6> 00 W m GO LLL CO m 6 � w d0- � a- 0i u7 m � 00 o6 of o o6 o6 u7 W � 0- of � �- rn � J � .a• o (0 O (0 U + 00 N U F� 11 1 � Cj tY1 1`11 -I- o C) F`7 F'O = M o of o Cn C),;7 d- 00 N --1 11 U .i- 00 Q) O)_ CO U do d" m Vi U ELL n + > > � d- m d' m d= <C . . . . . . � z . . . . . . . . . . . . . . . . . . . . . . . �+ . . . . . . . . . v� . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1L� 1'� �fl � 6 �. LL (D � PO LO . . . . . . . . . . . . . . . . . . . Efl . . . . . . . . . . . . . . . . . . . . . . . . . S . z p . +m sf'� �tn ooN . �-N z0W �l-U_. 000 . 00z . of j COQ coJ (0-F N� �Lo . 6 Nm NW o n �-------------, � iri N _ o LO :352 352*...... r. r j\. o. �.+.•••............................................ .�.+...to. �- ....................... -- 1111 + I . 1 1 r\ QO 00 . + � + °° `� + . 1 I ± L0 t j L + d- c° - -- I 1 �� n n '� J EX/S:T/NG GROUND PROF/LE `fi � � °' � � � GRADE . 5:1 ._J . . . : . . . . . . . .\ ; . . . . . . \\ . . .- . . . . . . . . . . . . . . . . . . . . . . •.4T. PROPOSED FLOWL--INE. . . : . . . : . : . . . : . . . . . . . . . . . . . � . . : . . . : . . . : . . . . . . . . . to __J . . . . . . . . . . . . . . . . . . . . : . . . : t . . TONAT.- GRD. . -- . -- - 1111-------------- ----- ------ _ - --- -- -�-------- 1111- ------- J 1111--- .----------------------------- %�0.00% - --- --- -:-=11-11- - 11-11 -----_-- _-------------- 1111--- _ - - -----_'.'- _-_ • - ____''- •. - 350 . --•0.25. ,`1. X29 EXISTING- GROUND- PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 : : : : : : : : : : --0.60;. : : : : A T CENTERLINE : : : : : : : : : :111111- +0.50% : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . °' -0.2$� : : - - 4:50% : : : o a� ►� cQ 0.25% + . . . . . . . . . . . . . . . . . . . . . . . . . . . ry o . 00 . c; - Q a; . :+0,50% U u7 -1` ro U DES/Gl1/ fLOWL/l1/E PROF/LE 348:.....................................CROSS-GUTTER--[......................................................................................... ...............................348 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 EAST FLOWLINE PROFILE CURVE TABLE CURVEI RADIUS CONSTRUCT MIN. 0.45' A.C. PAVING OVER 41+95.28 TANGENT C1 25.00' 39.27' 90°00'00" 9900 $ MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GRD. 42+25.28 55.41' RT 42+35.28 1 56.50' RT COMPACTED TO 95% MAX. DENSITY 50' V.C. 42+75.28 61.50' RT 42+85.28 62.59' RT TI =9.0 R=52 63.38' RT I 63.84' RT 43+15.28 64.00' II � �Z - -n -7 C5C3,d II tr A 00r- cfl rn o Ua, v, ccs m�� Flo z 00 � r- - Q�oO�� F-- d-vrn r-0) OOOod � o�� O(OCD � w�00 �0- �-o o �co00 W �_ _J UJ LO�f� J Q 6CD- d-Fo n to orn d- J N .f) m � o�O J M-4-114' 4-n 00 �*.q-n J r¢- n J I W o > 0o r�M II II II W -J> _J o oz II II LJ J J>J � .t �P0 11 - o0>� Nd- M� 00 o fl JJ� n(D II + II ii II w-4- mw) 11 o o 00 J oZ X14- 11 J o = o o6w - �: WWQ W 00m t.J_WQ W �tW<t n r7 J .moi Q�WWW Fri F' U Q ,,J gid- >>wQ O_J.-y -,a ��w� W d'w<t ,'W F 7 J WwQ W J �. . . . . . . . . . . . . . . . . . . . . . �Q LO � . �� CL J �N LL I a1J JWP L*_CLJ `- � �wWW J NUZo� d' - a -J JII WP LiQ-J 00 L6 Of �0-_J . Olfi o . 352 - : 6 m o� EW U. N to �� �W,� � W w N I W . w CS �o � to W`'_ 'J-'�- U j + W � + . - . � . . . . 6 � b :352 . d. ,n + M. � + -I- 00 W . in -I • cfl U -}- c� �, -1- u7 :{- + . _ - : _D0 n.r " ' -_ : - � : : : : : : : 0 !''� : U_ : : EX/ST/NG GROUND PROF/LE : : : : _ d. : :UD*. � o w f E-f,lEr: Qp. : rte__ `- -F : : : PROPOSED WEST EDGE OF tel' J : . n --- - - -1111. _ . AT. CENTERLINE . .:.-.. .: Iz A_. - X. . ' PA,Vf- TIENT PROF/LE . _ _ ------- --L: -----_,,` , . - _. - '`--.--1111 --------_ . . .0. .---_-- `_ _ _ 350: _ �- �: _.�.. : - 11.11_ -------- 1111_ - - - - -- - --.+ : �.� ... _�`'_ -- - - - - - -- - - -- - -- - -- -T---_-_-..- -1111_=_ --------- : 11.11 r.--- _ 350 GRADE @ 5:1 -. . _~_: , -•, - , `- _ - - --- - - --- -- . _-�_---------=---- 11. 11,11 -1111 . 11-11_ � - ---:__-..L - --- _--.:.. - . . - :.------- 1111- - - _ . _-114..I. C) . . . . _ 1111,___. --- _'- .-- .. _ .,......... . --- -. . ---:- _.,........- }0.50% . --._' . . - TO NAT. GRD. ----- ----^---------- -. -.. - - - - - *.. * . . _ - -,, ------------ -- ---: ---. Y-... -._ . . . . . . . . . . . -.- --. -,-.. --1111-... -_ 1111 �. _� :� . . . . . . :------�`-'-`-------- ^----- 1111.. ..-.. -. -I -I _--------- --, - -.-----'0.25/O� '= . . : . ra` "." _''^,, =- .,.. -` - iOP OF: -GRATE=- _... -= . --+0.50% --- _ ;,- . - -. . . 1111--_---_ ----'------ -- -- - �-. -- : --'�' ----. . . -- --- `- -,-- . . 1111._. _ - ` -11.11 FUTURE FLOWL/NE PROF/L _ _---- 348: : : : : : . . . . . . : . _. --- --- _ • . .EXISTING GROUND. PROF/L.E -. 347.9f- 1111_ ._ - - _ . . . . . . . . _-- ._.-, . . ---r 1:... _. -_ . -. -- _ . ....................................348 . 36+00 37+00 38+00 39+00 AT PROPOSED SWALE 40+00 41+00 42+00 43+00 44+00 WEST FLOWLINE PROFILE FUTURE PROPOSED SWALE PROF/LE 39.27 _ 39.21' r -z co ON CURVE ON CURVE 50' V.C. r), w Ln _ I O W F`7 ID O U O U O, -,0101 i -w U- � > i� 0000 r- ^� 0000 000 � > l �-.w 0 I- W � (i �1z 6> 00 W m GO LLL CO m 6 � w d0- � a- 0i u7 m � 00 o6 of o o6 o6 u7 W � 0- of � �- rn � J � .a• o (0 O (0 U + 00 N U F� 11 1 � Cj tY1 1`11 -I- o C) F`7 F'O = M o of o Cn C),;7 d- 00 N --1 11 U .i- 00 Q) O)_ CO U do d" m Vi U ELL n + > > � d- m d' m d= <C . . . . . . � z . . . . . . . . . . . . . . . . . . . . . . . �+ . . . . . . . . . v� . �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1L� 1'� �fl � 6 �. LL (D � PO LO . . . . . . . . . . . . . . . . . . . Efl . . . . . . . . . . . . . . . . . . . . . . . . . S . z p . +m sf'� �tn ooN . �-N z0W �l-U_. 000 . 00z . of j COQ coJ (0-F N� �Lo . 6 Nm NW o n �-------------, � iri N _ o LO :352 352*...... r. r j\. o. �.+.•••............................................ .�.+...to. �- ....................... -- 1111 + I . 1 1 r\ QO 00 . + � + °° `� + . 1 I ± L0 t j L + d- c° - -- I 1 �� n n '� J EX/S:T/NG GROUND PROF/LE `fi � � °' � � � GRADE . 5:1 ._J . . . : . . . . . . . .\ ; . . . . . . \\ . . .- . . . . . . . . . . . . . . . . . . . . . . •.4T. PROPOSED FLOWL--INE. . . : . . . : . : . . . : . . . . . . . . . . . . . � . . : . . . : . . . : . . . . . . . . . to __J . . . . . . . . . . . . . . . . . . . . : . . . : t . . TONAT.- GRD. . -- . -- - 1111-------------- ----- ------ _ - --- -- -�-------- 1111- ------- J 1111--- .----------------------------- %�0.00% - --- --- -:-=11-11- - 11-11 -----_-- _-------------- 1111--- _ - - -----_'.'- _-_ • - ____''- •. - 350 . --•0.25. ,`1. X29 EXISTING- GROUND- PROFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 : : : : : : : : : : --0.60;. : : : : A T CENTERLINE : : : : : : : : : :111111- +0.50% : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . °' -0.2$� : : - - 4:50% : : : o a� ►� cQ 0.25% + . . . . . . . . . . . . . . . . . . . . . . . . . . . ry o . 00 . c; - Q a; . :+0,50% U u7 -1` ro U DES/Gl1/ fLOWL/l1/E PROF/LE 348:.....................................CROSS-GUTTER--[......................................................................................... ...............................348 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 EAST FLOWLINE PROFILE CURVE TABLE CURVEI RADIUS LENGTHDELTA 41+95.28 TANGENT C1 25.00' 39.27' 90°00'00" 9900 $ TAPER "A" TABLE STATION OFFSET 41+95.28 54.00' RT 42+05.28 54.16' RT 42+15.28 54.62' RT 42+25.28 55.41' RT 42+35.28 1 56.50' RT TANGENT W 42+75.28 61.50' RT 42+85.28 62.59' RT 42+95.28 63.38' RT 43+05.28 63.84' RT 43+15.28 64.00' RT U Z 0 CJ M U) .T 6 o W Z E . -- o >- � C\1 N to M _,.._ W U a co U) N X 0 ad 4- Cn L_ LL 0 Z_�e U) _ to <C W 00 N W W N to 06 Z p o l":W 0 � N W W N M N (O to C:) 0 V_ 1L LL I' ��G�NEER * b/ _o ,`<v `O Az - `h , 4 W a > U o v v 0 0> dy P,`<v/038 0) 3 ai 0 L CL C 0 C_ 0 FE I F - =I L . ;!;� 1-11 i C a E a) DATE 10/29/2020 W Q 0 0 �/ L J.. W N a LL • W O M W w z = is W 0 c9 Z w 0 W Z w � m w w W W 3 a LL. 0 0' n¢. ��G�NEER * b/ _o ,`<v `O Az - `h , 4 W a > U o v v 0 0> dy P,`<v/038 0) 3 ai 0 L CL C 0 C_ 0 FE I F - =I L . ;!;� 1-11 i C a E a) DATE 10/29/2020 � ( PA JOB No. 3151H �- SHEET Q) > 0 0- %_ I I/ - ?? M COB RECORDS No. OF 13 SHEETS Z 0 W W � ( PA JOB No. 3151H �- SHEET Q) > 0 0- %_ I I/ - ?? M COB RECORDS No. OF 13 SHEETS CONSTRUCTION NOTES (SOUTH ALLEN ROAD ONL �l [ �u CONSTRUCT TYPE "B" 8" CURB 8x CUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. 131 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. F4-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F-5-1 8AWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF 8AWCUT SHALL BE DETERMINED BYCITY OF BAKE8F|ELO ENGINEER. F6_1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT &: PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-50. INTERMEDIATE PULL BOXES NOT SHOWN. M CONSTRUCT SWALE AT FUTURE CURB 8u GUTTER FLUWL|NE. BB CONSTRUCT TRAFFIC SIGNAL CUNDU|T8x PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. F-9] INSTALL TWO (2) 4" 8CH' 40 PVC CONDUITS FOR FUTURE LANDSCAPING /30" MIN. COVER) F-01 CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "A" PER C.D.B. STD. 8T-3. [f-11 CONSTRUCT CHR|STY U-21 CATCH BASIN WITH U21 -HT TRAFFIC RATED GRATE AND INSTALL STORM DRAIN INLET PROTECTION PER DETAIL SE -10 AS SHOWN ON SHEET J /FUTURE TYPE "A" O.B. LOOAT|ON\ ALL PLAN NEVV STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOVVL|NE DATA UNLESS OTHERWISE NOTED. APPROXIMATE DAYLIGHT UNE 10' BEN PARCEL MEAGER 20_0084 / / FUTURE CN DEVELOPMENT LL ( BY SEPARATE P~4.N~)(.<f' CIL (�iLL �;HLL I b) FL � FLOWLNE STATION STATION � � � LT INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL K 63.84' 52 48+75.28 63.38' LT PROVISION SECTION 88-6.01 LIGHT EMITTING DIODELUMINARIES. MODELS INCLUDE 62.59' FG 42 1� 61.50' X\— * FG (NO SLATS OR CURBING) U' ----PROPOSED PROPOSED SEWER MAIN HOLOLPHANE LVU| SERIES, LEU TEK GC| SERIES, CREE XSP SERIES OR EQUIVALENT AS 56.50' LT 49+45.28 55.41' U 49+55.28 APPROVED BYCITY ENGINEER. , U LT 49+65.28 54.16' " X 49+75.28 EXISTING STREET LIGHT , � -EXISTING EDGE OF PAVEMENT NOTE: SUMP SHALL BE PRIVATELY MAINTAINED " � SURVEY MONUMENT ENCASEMENT PER C.O.B.��B' 3�' �� ���� | � -CONSTRUCT 0EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - U ADDITIONALLY, NO LESS THAN GO" OF COVER IS TO BE OVER TIME. THE TRANSMISSION LINE AT ANY TAPER"A" TABLE STATION OFFSET 48+55.28 64.00' LT 48+65.28 63.84' LT 48+75.28 63.38' LT 48+85.28 62.59' LT 48+95.28 61.50' LT TANGENT ----PROPOSED PROPOSED SEWER MAIN 49+35.28 56.50' LT 49+45.28 55.41' LT 49+55.28 54.62' LT 49+65.28 54.16' LT 49+75.28 54. -EXISTING EDGE OF PAVEMENT CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT_ RC JTHOVR AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, DR WITHIN 2 F[ FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE VNTM|N 10 F[ OF THE EXISTING TRANSMISSION LINE.So 10, , � /�:^��� ,� 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2` APPROXIMATE DAYLIGHT LINE -(352.5) .................. ..................... . ... ................................. . .... ........................ K4|N [Lqn` CRUSHED AGGREGATE BASE OVER K4|N155` NAT. GRD WEST EDGE OF COMPACTED TO 95% MAX. DENSITY PA VZUENT PROFILE X�S�IAVG GROUND PROFIL 370' VERTICAL CURVE ------------------------------- EXISTING GROUND PROFILE mrt L6 .'j- Uj. C4 ----------------------- 0) --------- Lo nui< w< .00 )-f_>LL_U_uj< >Lu< - Lo PROPOSED uj co 4728 46.97 U- � � o �o cn � o� a "° Z� � LU � � �0 �E c` m � o � � � w � o m � vv o � o �i m ffi I��� w � � � o �H � m � ���� '� Ix � �� ��- <o0�� 'a-o�� �� su + LEUS <z �m�� U�ww c zo ~� w E U�3: d w ^ 2 � �� �oo +�55�� m� ow ��T-m b �F- 2: �� �LLm 0o< "r- � � OO _j�� o �� �c �� m E5 o a� �0 � �� �o�9� � �o�� � o � �� < P K % 2 sm �E a- �� � �� o �� o o � �c < ea m �� � - o B� � � �� � ~ � �� o m' �� �� + � m � �� �� �w �� � R � � m � | � � &� o � �� � �� � �� |����+ooW < 2 `4 NG NATURAL GROUND EP EDGE OF PAVEMENT UPG&E GA~NOTES- ~ ~~ ~ -- �� ---- 4i-- PROPOSED PROPOSED EO�E OF PAVEMENT 2 U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK CALL 811 (1-800-2227-2800) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF STORM DRAIN ' �U� CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND ROUND UllUlE3' INCLUDING ALL ----PROPOSED PROPOSED SEWER MAIN ct c\1 PROPOSED --EP--------M-AX----7W7�7� HIGH WATER ELEVATION=49'0 " NON-UTlLOE3 BEFORE YOU D|{, GRADE OR EXCAVATE' LL _-_—_ -TSI- PROPOSED TRAFFIC SIGNAL INTERCONNECT 7- Y' VOLUME REOU|RED=1'033 C.F. ANy UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT OFVOLUME -EXISTING EDGE OF PAVEMENT NOTE: SUMP SHALL BE PRIVATELY MAINTAINED PRONDED=1"118 3|OE SLOPES 2:1 MAX (U,N. C.F. ) VTH��-4i UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. � SPECIAL APPROVAL' FROM THE EXISTING 34^ PACIFIC GAS 8 ELECTRIC TRANSMISSION UNE' ADJUST ALL EXISTING MANHOLES, CLEANOUTS' VALVE COVERS, MONUMENT ENCASEMENTS, ETC, TO(2) ,.^..�..�" ,"^°, "," """"���" ,^" ,�^^."^"°� U�`�)�7� ~-*/'�-'" Up�| ~-*�/ ADDITIONALLY, NO LESS THAN GO" OF COVER IS TO BE OVER TIME. THE TRANSMISSION LINE AT ANY RC JTHOVR AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, DR WITHIN 2 F[ FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE VNTM|N 10 F[ OF THE EXISTING TRANSMISSION LINE.So 10, , � /�:^��� ,� 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2` APPROXIMATE DAYLIGHT LINE -(352.5) .................. ..................... . ... ................................. . .... ........................ K4|N [Lqn` CRUSHED AGGREGATE BASE OVER K4|N155` NAT. GRD WEST EDGE OF COMPACTED TO 95% MAX. DENSITY PA VZUENT PROFILE X�S�IAVG GROUND PROFIL 370' VERTICAL CURVE ------------------------------- EXISTING GROUND PROFILE mrt L6 .'j- Uj. C4 ----------------------- 0) --------- Lo nui< w< .00 )-f_>LL_U_uj< >Lu< - Lo PROPOSED uj co 4728 46.97 U- � � o �o cn � o� a "° Z� � LU � � �0 �E c` m � o � � � w � o m � vv o � o �i m ffi I��� w � � � o �H � m � ���� '� Ix � �� ��- <o0�� 'a-o�� �� su + LEUS <z �m�� U�ww c zo ~� w E U�3: d w ^ 2 � �� �oo +�55�� m� ow ��T-m b �F- 2: �� �LLm 0o< "r- � � OO _j�� o �� �c �� m E5 o a� �0 � �� �o�9� � �o�� � o � �� < P K % 2 sm �E a- �� � �� o �� o o � �c < ea m �� � - o B� � � �� � ~ � �� o m' �� �� + � m � �� �� �w �� � R � � m � | � � &� o � �� � �� � �� |����+ooW < 2 Lo Lo 0 77) um �unwc - - ��~��� ��.��� ��,��� ��,��� ��.��� ��.��� ��.��� ��,��� ��.��� v ����� ��.��� �� ^ ��^ �� �� -ry �� �� w� -�� ^�� ��� �� ~�, �� ���� ��� ~�~� �� -r ' ��� ���� � �� , ^ ^ ^ ^ ' " v ' / ^� '� N�Q�� & � WEST�������7~ ��� ����� ��U�� PROFILE uuo^»�z 2 ��� ����� ~�~ ����V������ �������L (FUTURE) � �� �� ��*v � | | �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�m�^� ' ' ' ' ' ' ' ~�v��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ----------------- . . . . . . . . . . ........... ......... . . . . . .......... . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . p,. . . . . . . . . 04 C-4 U-) . + ~ cj ' 'cc . . . . . . . . . . . vroo . . . . . . .�� . . . "+u- 'n . .uu ' ' 45+00 ON CURVE . . . ............. \/ EXISTING �(�&D rnuruc-\ EXISTING GROUND �T/���O�7� 7/7��r _______-_---\/- --------------------- ~o - 0 _ ct c\1 ui LL Lo Lo 0 77) um �unwc - - ��~��� ��.��� ��,��� ��,��� ��.��� ��.��� ��.��� ��,��� ��.��� v ����� ��.��� �� ^ ��^ �� �� -ry �� �� w� -�� ^�� ��� �� ~�, �� ���� ��� ~�~� �� -r ' ��� ���� � �� , ^ ^ ^ ^ ' " v ' / ^� '� N�Q�� & � WEST�������7~ ��� ����� ��U�� PROFILE uuo^»�z 2 ��� ����� ~�~ ����V������ �������L (FUTURE) � �� �� ��*v � | | �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -�m�^� ' ' ' ' ' ' ' ~�v��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .......................... ----------------- . . . . . . . . . . ........... ......... . . . . . .......... . ......... . . . . . . . . . . . . . . . . . . . . . . . . . . p,. . . . . . . . . 04 C-4 U-) . + ~ cj ' 'cc . . . . . . . . . . . vroo . . . . . . .�� . . . "+u- 'n . .uu ' ' 45+00 ON CURVE . . . ............. \/ EXISTING �(�&D rnuruc-\ EXISTING GROUND �T/���O�7� 7/7��r _______-_---\/- --------------------- ~o - 0 0 _ ~ - ` . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �o . . . . � . . . - �u . . � . . . uj a � + . . � � + o + �| ' � 00 j �' ��n �� v U-) i ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '�u�' ' ' ' ' ' ' c-' '� cm' Mo. �� ' | ' ' ' ' ' ' . . . . . .� . ' . ' . ' ' ' ' ' ' ' ' ' ' '- . ' . . ' ' ' i .«. . . . ' . . . . . . . . .��� r' '`' . . . . uoof . . �� ,. v� � n~ ^af CL ry uo_j U*) oc . . . . . . . . . �� . . . . . . . . . � . . . . . . . �) D c. . . . . . . . . . . . . . . . . . . . . . . . . . �� . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� �� �u ��� c ]ruO`Lu C) ` ' �z �cc % � �0 cz< 00 pm� 0oo� �� N 0 0 . . . �� . . �� r� . . ��� �5u� . . �� �� . . . �� . . ~� oo »�,~ , , ' . . . . . . ' . . . ._~ . . . . . . . `+u� .-�^��� '' ' ' ' ' ' ' ' ' ' u2�o ��. .. x. ...-���. .. . . �� ....~���.. .. .. ... [�. . ........... . .. . . .. . . . . . .. ....._........ . . . . . ....�����. . .......... .. . . .. .. .. ........~_«� ���. . .~�_�^� � . '..^ . � � �~�� �.' .� - ~~ c� o�-� ~ 41 DATE 10/29/2020 �f- np' f- ' ' ' ' r� ' ' ' ' ' ' ' ' ' ' . . . _ . . . . . ..� . . . . . . �~� . . . . . . . . . .co oo ' ' ,� ' PA JOB No. 3151 H `�un u�u» �� ' r^ ' ' ��r- ' ' oo ' ' ' ' ' ' ' »o ' . . . ' . . . . . . �~�.� . . . . �_�~~~ . . . . . . . . . . .11-11 11 `r `r `r `r �r �� `r `"' cw . ` . -� '� �� . . . � . . . ' ' ' ' co ' ' ' ' ' ' ' ' . . .-^.~ . . . . ��.� . . . . . . . . �� �� �. . . . . '�|�. . ��/���|�� . J�. `�|� ' |�� `�|� ' |� � � ~~~~ ~~��� ' ' �� ' ����� ' ~� oo|rn `+u-l�+��u-|rn �]c� ' ' ' u_|o_ ' ' ' ' ' ' ' ' ' ' ' U- a- �F[�|r? ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' r~ ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ~�.� ' ' ' ' ' ' �� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "' ' ' | ' ' ' ' ' ' ' '+ ' |om ' ' ' ' ' ' ' ' ' ' ' ' ' .�� 1 ~.-~ ' " ' ' ' ' ' ' ' uo_j| u)_�|.� ' | ' ' ' . . . . �o_j|`t . . . ' . . . . . . . . . ~`�^� . . ]UP . . . . . . . uOu-/ uou_/'n . u'.rn | ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' 338.0±' ' ' ' ' ' ' ' 'nC���' ' | ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' - ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .~�-r-� . E »m CURVE46400 47+00 48+00 49400 50+00 51+00 52+00 53+00 4+00 55+00 .EAST ��� ���&� U���� PROFILE � ������������� Lo OF 13 SHEETS COB RECORDS No. llll ��� I Uri W.0, r, � 112 � I No ML wo FL FLOWLNE STATION CONSTRUCT TYPE ,B, 6, CURB & GUTTER PER C.O.B.STD. DWG' ST -Y' -��- INSTALL 9'500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL |�| CONSTRUCT STANDARD CURB RAMP PER C.O.B. STN. DWG. ST -70. PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE(LED) LUMINARIES. MODELS INCLUDE H�L�LPU&WE LVU| �E�|E� LEO TEK ��| �E�|E� CREE XSP SERIES �� EQUIVALENT �� [�| ""M ' ` � �EQ|AN CURB PER ��� �K} ��� �T-� ����� �- -- - ' ' ^ ~ ` ` �PP��VEU �Y�|TYEN(�NEE�. [�| CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. SO]. DWG. NO. D-14 EXISTING STREET LIGHT CONSTRUCT SURVEY ��NU�ENTBN���EWENTP�� C.O.B. STD. ���. ST -22.U5| ����UT T� W�A[ CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE ~~ ' DETERMINED BY CITY OF BAKERSF|ELD ENGINEER. � EXISTING SURVEY MONUMENT- PROTECT IN PLACE. �� �E�E� MANHOLE CONSTRUCT TRAFFIC B|�WAL INTERCONNECT PULL BOXES AT MAX SPACING PER C.O.B. `= ' ' ' �E�E� CLEANOUT STD. T-30. INTERMEDIATE PULL BOXES NOT SHOWN. (=~ �� �TWN� DRAIN MANHOLE [�l ��N�T�U�T���LE AT �U�� �� GUTTER FL�MK|�E - u� ' ----- STREET CENTERLINE [�l CONSTRUCT TRAFFIC SIGNAL CONDUIT &PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. --- STREET RIGHT-OF-WAY [�7 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING /30" MIN. COVER) PROPOSED EDGE OF PAVEMENT hl� CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "&" PER C.O.B. STD. ST -3. PROPOSED STORM DRAIN F�l CONSTRUCT CHR|STY U-21 CATCH BASIN WITH U21 -HT TRAFFIC RATED GRATE AND INSTALL STORM DRAIN ------------ PROPOSED SEWER MAIN INLET PROTECTION PER DETAIL SE -10 AS SHOWN ON SHEET 3 /FUTURE TYPE "A" C.B. LOCAT|ONl --- -TSI- --- PROPOSED TRAFFIC SIGNAL INTERCONNECT 4L ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ------- 4i --- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOVVL|WE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY QYVWER- / - ADJUST ALL EXISTING MANHOLES, CLEANOWTSVALVE COVERS, MONUMENT ENCASEMENTS, ETCTO FINISHED GRADE PER PROPOSED C.O.B. STANDARDS./ FL 55+62.98 BON TAP FUTURE STREET R/W DEDICATION TO FL 58+93.03 END TAPER APPROXIMATE DAYLIGHT LINE -THE CITY OF BAKERSFIELD PER 352.7 APPROXIMATE DAYLIGHT LINE )�2 (BY SEPARATE PLANS) ----ANGLE PT _f 354.34 -00 Lo 0 PROPOSED EP 2- — _ — -7 r —r —117 7/7 + PROPOSED SWALE AND TEMPORARY SUMP +92.24 31' LT ~ ~. LoSHALL BE PRIVATELY MAINTAINED �U:U ANV PT E� Lj Lli b6 58 -- �� �� -- ----F-- -- -- -- 59 60 61 ][ _j w) -----(�52.5)------------------- ��__ c// 0 `--- ------ �� ~s co ~al / | 'l CL of 17- 11 a- STREET R/W DEDICATION -TO, I THE CITY OF BAKERSFIELD wm PER DOC. NO. 220146270 O.R. z 00 00 _co FUTURE .14 C-4 TRACT 7372-2 c� co m co co PHASE 3 W��|0~��' LANE ��wm x,� 354.9 7cl 1)017)19461+87 TAPER "A" TABLE CID 01) L0 mill o Lu CL Lu co o ui Lu (3 5 5) RELOCATE U PROPOSE na TS1 TSI Tsl TSI RELOCA E UTILITY POLE ���� ' ���� | CD C-� + �CD CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY � ~� (00) 000) ()d + cm�� �� _j��U- WHITE LANE (BY SEPARATE PLANS) ^ULL f65.8 /31' rr EP=35B.33 ________________- �EXISTING EP 5 EX 34" PG&E GAS MAIN GAS 0 64 w z CD < 57< EXISTING" IMPROVEMENTS -m�� rEXISTIN GAS CURVE TABLE 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1 ��u���ro 11 _�_ --� ��«��� ~�~�-�-Li ___� �_. . . . . . . . . . . . . . . . . . . . . . . ������ .��/ . . . . . . . . . . . . . . . . .� . . . . . . . . ~� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ui ��r �� . .'. . . . '.. . . . .'. . . . .'. U. Lo Lo. 354 . . . . . . . . . . . . . . . . . . . ... . .. . ..... . . .. . . .. . .... .. . . . .. . ������ ' ' ' ' ' ����m� ��~��� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ������ . . . . . . . . . EXISTING GROUND PROFI�Z. ' x '.. '.. ,/.�.���_ -------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . =�6�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . i"s°,= ``O°N" .'°^L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ui .�a . ...''.. . . . ....''. . . . ....''. . . . . AT PROPOSED SWA/E a - U PROPOSED _'E .~._E 350. ''.... ���. � . . . . . . . . . �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . u. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� �� '�� mm - c� . . . . . . . . . . . . . . . . . . . . . . . . . . . ��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .wo Q�| �. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . =~~� 29 _CURVE348' . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .".`,. . . .' . . . .' . . . .' . . . .' . . . .' . . . .' . . . .' . . . .' . . . '. . . . .' . . . .' 348 55+00 56+00 57+00 58+00 59+00 60+00 61 +00 62+00 63+00 64+00 VERTICALCURVE | | WEST FOWwNE PROFILE (FUTURE) 11 W c� ������ ������ ��~�= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ������ mo~� . . . . . . . . . . . . . . . . . . . . . . . . 0 'Lo ' ' ' ' ' ' ' ' ' ' ' ' ' ' c� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . L' . . . . . . . . . . . ������ . . . . -ru� . . . . . . . . . . . ������ ~�~� ° ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' "m ' ' ' ' ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ����-� . . . . . 00 . . . . EXISTING . . . . . . . . . . . . . . -�Q./lnv . . . . . . ��_���__��_���-���-�_ ._� ~_ _� �_ �� . . . . . . . . . . . . . . . . . . ' . . . . . . ' . . . . . . . . . . . . . . . . _�____�___��_____�____�___ ____ . . . . . . . . . . . . . . _____�_ ����*� ----------- .. . �� . . . . . . . . . . . . . . . . . ������ ������ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ������ `-u50S77%�/ GROUND /9�J�YL� M ' ' Air CEN 7ERL INE ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c��� . . . . . . . . . . 350. ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . ' ' ' . . . . . . . .v- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .oi . . . . ' . . . . . . . . . . . . . . . . . . . . . . '. . . . . . . . . . . . '. '.' 350 F��+ r�, �mm ^`'� CD r~' �r� I,- + - f~~ ' + ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' I ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' (D_^(Lo �/ wo . . . . . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' '' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ���� �� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . 46.98. . . . . . . . . . �����' QNQUNYL ����� ~� °~� ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . ' ' . ' . ' . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��-�w� EAST FN OWMNE PROFILE CID 01) L0 o o Lu CL Lu co o ui Lu Irlyo c) ui UJ ca Lu CL ui UJ ca Lu uj CONSTRUCT TYPE " ►' UGUTTER C.O.B.T T- . CONSTRUCT STANDARD CURB RAMP E ST -10. CONSTRUCTI L LTI —FAMILY DRIVEC.O.B. STD. , INSTALL TWO (2) 4" I FUTURE LANDSCAPING (MIN. COVER) CONSTRUCT TYPE I'M" MEDIAN CURB. DWG. ST -2. CONSTRUCT COMMERCIAL/MULTI —ILY DRIVE"" T T-4 (SEE PLANVIEW FOR WIDTH) CONSTRUCT CONSTRUCT 6" THICK .—. SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY I F BAKERSFIELD ENGINEER. FL FLOWLINE STATION L PLAN VIEWSTATIONING IS BASED ON CENTERLINET LESS OTHERWISE NOTED. ALL PROFILE STATIONINGIS BASED ON FLOWLINE DATA UNLESSI . RELOCATELL UTILITY POLES— COORDINATE WITHUTILITY OWNER. ADJUSTLL EXISTING MANHOCLEANOUTS, VALVE V T ENCASEMENTS, ETC. TO FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. SOUTH 70' !! 11 ALLEN ROAD UJI ui 1=1101i w t- �1 MIN vs., 111111m 00 M CL I I !! Dili I TAPER TABLE }f 77 2 30 60'- I lI CL LL I ' 0 u— r--, 4' \ ` i INSTALL L " ILL I L { L -ARRAY) IT 1 F, HAMILTONALUMINUM L EQUIVALENT CITY ENGINEER. EXISTING LIGHT SURVEYCONSTRUCT -- . EXISTING -- I PLACE. MANHOLESEWER SEWER CLEANOUT DRAINSTORM MANHOLE STREET CENTERLINE STREET DRAINPROPOSED STORM EXISTING EXISTING DRAIN EXISTING EPAVEMENT !! CURVE TABLE 11 1126+89.85/ A 1=1101i 11 II if �1 MIN vs., 111111m r tt tt t tcr- FUTUREt' t t t LO Ld t t t t TRACT 7372-2 co t t , t t t t ' }1 �(BY SEPARATE PLANS) c14 fill, \1 t t t t t l t Cqpo STREET R/W DEDICATION it �, r' ltt °'t ' ` i LO \ I L t, t ' 1 \ . 1 O.R. t, t t t f— — — — — — — — — — — — — — — � ff f P.M. 12100—j ! 1 C2 I I SI 12 Ioe I II I I 4' I I 41 w , ' I 1 I w U' 70' I I I I II 11 I 11cn I I I M 04C14 -jSOUTHALLEN ROAD(SEE SHEET 3) W] w UTE. RETAINING CUR S NAL TAT ', r {) SHALL BE BUIL TIME OF 4«' x �, CONSTRUCTION OF MULTI—USE AIL, DC PATH, 0 CURB, ETC. 7 T T CHAIN—LINK FENCE E C. . STD. —1. c7. ( SLATS CURBING)PROPOSED SUMP I 3 t f�f TTM F S P=45.2 2 CONSTRUCT 14' E LE E C.O.B.T —1. 1.2 FS PROPOSED CHAIN—LINK FENCE x 1 INSTALL RIP—RAP®®-- 2: -� R FLOWAGE ! EASEMENT T E I F t x FI L! 1 T APPROVAL F L I _ FUTURE >< lui u') 1 - <� LANDSCAPE AREA cs y 5 PROPOSED F T I "� 7 s r -3 r , , _ ` _ FUTURE—, I - C NCR E CUR —FUTU D PATH-/ - X I I I 0N.S, (SUMP DETAILS ONL �n FUTU E -�' F =FINISHEDFL = FL ! `,' �'MULTI-USE AIL c = L E = EDGE F T _ _ UNLESST E I ' FUTURE c- 3 t = I LANDSCAPE AREA -j HIGH WATER ELEVA110N=49.2 5VOLUME 667 VOLUME PROVIDED=3,968 C.F. 3' WING 2' WING SIDE SLOPES 2:11 MAX . , KB"'� DRIVEWAY '� ,: DETAIL AREA SCALEKTN� TEMPORARY SUMP "D" DETAIL ��J6 SCALE 1 $1 =30' Q6� f' =30' LAKIMAN SEE T „„ TABLE fj 1 !! 11 !1 d2 u - LL c) Tc� €— ca _ wwwwcw,w - . �c � ,- V5 m ca z co LQ __ _ wU LL - -- LL '_ - � Lou ow 0 —�" — 0z 20 I 1.c., c�-- ►— € > — — ,— c3 c� -- (} F— _ > -ji Cor- LL } ,� >_ -- ca 1 r > j�i,= ,— — — 1 r S t 1 j 1 I .J `r > 1 j 1 1 i 0m PROPOSED SUMP C) * I I m<OI I I I I I l I I I t- i- F - 1r 1 1 1(SEE SEWER & STORM DRAIN I I I I 11 1 11 I I I ,II ILu -It 04 1 r 1 t I 11/1, 11 I I 1 1 ,1 -.. - ` 1 t 1 iFUTURE SEE DETAIL 0/�. I 1 I 111 I I I 1 1 r> -- i �''`. I x f I I 1 1 i i I 1t` xN11 TRACT 7372-1 } r r 1 .` `• I I S I I % I I I 04 +LljI 1 j f 1 /'-F ` �� x X x + (BY SEPARATE PLANS) (0 CN C1404 n I I I I I I 11 / ' ,'/ �, / , _ _ _T- �__ STREET R/W TI 1 1 / 1 I 1 I I I' / � � eTHE CITY OF BAKERSFIELD PER .;. ages cn Lu • :4SE SHE T 12 FOR ROUNDABOUT DET --��____ _t—__ � �---Lam�___..____' DETAIL 42 ' P.M. 1 -- — 1124 CN IIIII - _ II - `. I 26 CURVE TABLE 1 1126+89.85/ A 1=1101i 11 II if 111 E MIN vs., 111111m — 1 I MI P.M. 1 1 _ !! Dili ' ' " } J SEE TAPER TABLE }f 77 2 30 !! lI CL LL A 0 u— r--, ` i A � • � , a ♦ it C:) CN + + lip] lom cq u— Clq LL— 0 MMI ff • �` to uj d2 u - LL c) Tc� €— ca _ wwwwcw,w - . �c � ,- V5 m ca z co LQ __ _ wU LL - -- LL '_ - � Lou ow 0 —�" — 0z 20 I 1.c., c�-- ►— € > — — ,— c3 c� -- (} F— _ > -ji Cor- LL } ,� >_ -- ca 1 r > j�i,= ,— — — 1 r S t 1 j 1 I .J `r > 1 j 1 1 i 0m PROPOSED SUMP C) * I I m<OI I I I I I l I I I t- i- F - 1r 1 1 1(SEE SEWER & STORM DRAIN I I I I 11 1 11 I I I ,II ILu -It 04 1 r 1 t I 11/1, 11 I I 1 1 ,1 -.. - ` 1 t 1 iFUTURE SEE DETAIL 0/�. I 1 I 111 I I I 1 1 r> -- i �''`. I x f I I 1 1 i i I 1t` xN11 TRACT 7372-1 } r r 1 .` `• I I S I I % I I I 04 +LljI 1 j f 1 /'-F ` �� x X x + (BY SEPARATE PLANS) (0 CN C1404 n I I I I I I 11 / ' ,'/ �, / , _ _ _T- �__ STREET R/W TI 1 1 / 1 I 1 I I I' / � � eTHE CITY OF BAKERSFIELD PER .;. ages cn Lu • :4SE SHE T 12 FOR ROUNDABOUT DET --��____ _t—__ � �---Lam�___..____' DETAIL 42 ' P.M. 1 -- — 1124 CN IIIII - _ II - `. I 26 maing 1 1126+89.85/ • DENSITY . 0 R=46 11 II if Y I — 1 I MI P.M. 1 1 _ !! I I ' ' " } J SEE d2 u - LL c) Tc� €— ca _ wwwwcw,w - . �c � ,- V5 m ca z co LQ __ _ wU LL - -- LL '_ - � Lou ow 0 —�" — 0z 20 I 1.c., c�-- ►— € > — — ,— c3 c� -- (} F— _ > -ji Cor- LL } ,� >_ -- ca 1 r > j�i,= ,— — — 1 r S t 1 j 1 I .J `r > 1 j 1 1 i 0m PROPOSED SUMP C) * I I m<OI I I I I I l I I I t- i- F - 1r 1 1 1(SEE SEWER & STORM DRAIN I I I I 11 1 11 I I I ,II ILu -It 04 1 r 1 t I 11/1, 11 I I 1 1 ,1 -.. - ` 1 t 1 iFUTURE SEE DETAIL 0/�. I 1 I 111 I I I 1 1 r> -- i �''`. I x f I I 1 1 i i I 1t` xN11 TRACT 7372-1 } r r 1 .` `• I I S I I % I I I 04 +LljI 1 j f 1 /'-F ` �� x X x + (BY SEPARATE PLANS) (0 CN C1404 n I I I I I I 11 / ' ,'/ �, / , _ _ _T- �__ STREET R/W TI 1 1 / 1 I 1 I I I' / � � eTHE CITY OF BAKERSFIELD PER .;. ages cn Lu • :4SE SHE T 12 FOR ROUNDABOUT DET --��____ _t—__ � �---Lam�___..____' DETAIL 42 ' P.M. 1 -- — 1124 CN IIIII - _ II - `. I 26 11 11 if 11 27 1126+89.85/ • DENSITY . 0 R=46 11 II if Y I — 1 I MI P.M. 1 1 _ !! I I ' ' " } J SEE TAPER TABLE }f 77 2 30 !! lI CL LL PARCEL MERGER 20-0084 0 u— r--, ` DEVELOPMENT Mit cq -t C:) CN + + 1-1- cq u— Clq LL— 0 LA-1 2 1 LOT 4 PARCEL MERGER 20-0084 FUTURE �w DEVELOPMENT(BY SEPARATE PLANS) ry if • I PHASE 1 A.C.CONSTRUCT MIN. 0.30' " ' ' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 1 1 30+434 29eamoa 30 30+00.75I so 11 C !I 31 11 32 1 1 U6 5 01)11 !! 1�`1 11110 N Lu 0 co�P !! 0 LJ cr- - ak. ` �k'""" I t Y Y LO LO Y Y 1 r CN Lo ` I I ! I I t I uj LARIMAR DRIVE (BY SEPARATE PLANS) SEE DETAIL 11 1 I I I I 1 EX. R/W PER P.M. 12100 �1 20 40 80 HORIZONTAL: 1 "=40' 1 "=2' 0 ' 47.28' F ON CUR\ —\ 28 • DENSITY . 0 R=46 I— 00 !! ' ' " } J SEE TAPER TABLE }f 77 CL LL 2 1 LOT 4 PARCEL MERGER 20-0084 FUTURE �w DEVELOPMENT(BY SEPARATE PLANS) ry if • I PHASE 1 A.C.CONSTRUCT MIN. 0.30' " ' ' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 1 1 30+434 29eamoa 30 30+00.75I so 11 C !I 31 11 32 1 1 U6 5 01)11 !! 1�`1 11110 N Lu 0 co�P !! 0 LJ cr- - ak. ` �k'""" I t Y Y LO LO Y Y 1 r CN Lo ` I I ! I I t I uj LARIMAR DRIVE (BY SEPARATE PLANS) SEE DETAIL 11 1 I I I I 1 EX. R/W PER P.M. 12100 �1 20 40 80 HORIZONTAL: 1 "=40' 1 "=2' 0 ' 47.28' F ON CUR\ —\ Lu • DENSITY . 0 R=46 I— !! ' ' " } J SEE TAPER TABLE }f 77 CL LL ` 0 uj Lm 132.98' (NTS)1 ' T to uj 1. LL CL 0 • o CL 11 11 11 11 II Ir—in 00 11 .j 1 ............ ........ ..... .......... ... ........................ T+qo « N , . . . . . « . . . g a m 0 0 w 0 eCD . `XISTIG 7 GaUQ CJFILE — _ _ _ — _ ...... ,-.......\......... ....................... ..... .,. ..,..... ..... __------ , �. �._�,__ _.T........--..- .—.- C14 ................... ................. .......................... n, '............... .. ......................... ... ................. .......................................................... . i'15 f n , a ................... .. .............................................. ..............................•........................ .............. . ...... . ....... .................. + . 0.5 FL OWL INE PR OFIL E 22+00 ' 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 • ' .71' ON CURVE-� ON CURVE NORTH FLOWLINE PROFILE 132.98'T 'T) ON CURVE x 04 11 Of CD I ON VE 1I !! 11 I 11 11 !1 !1 I .............. ..... .................................. ........................ n ..... to .... ................................. ................... .................. ............... ......... 352 ® . U)+.� e EXISTING GROUND' PROFILE- v- _— _-- -- "\ A. T CPNTERLIN r— — --- . — -- �— --. Lw. _ -- - - '�_w .-' ®'® �'� �®�_ ��. ._.�� ._ �__, �—® - -. s e s P e 8 a 0 m m m m ` —, . . a _ s `® e a 0 0 .................... e s e 0 g e e • )?OFIL DZ516N FLOW NZ �cj .0-607o 348'4.® n -t c 7 �t €Dt-510JV FLOkINE PROFILELI ............. .................................................................. ............ . T ....i... .................................................................................................................. SOUTH FLOWLINE PROFILE ® �-23 - Lu I— CL LL 0 uj Lm Lu uj LL CL 0 CL 1CONSTRUCT T "" " CURB & GUTTERC.O.B.T. DWG. T1. CONSTRUCT. DWG. ST -10. CONSTRUCT COMM I Lf LTI--FAMILY DRIVE C.O.B.T INSTALL T " SCH. 40 PVC CONDUITSFUTURE LANDSCAPING I. ) CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. CONSTRUCT COMMERCIAL/MULTI-FAMILY IVE STD. T- PLAN VIEWFOR WIDTH) CONSTRUCT CONSTRUCT" THICK T, -. NEAT,SAWCUT TO CLEAN VERTICAL FACE. THE EXACT LOCATION T SHALL DETERMINEDITY OF BAKERSFIELDENGINEER. FL FLOWLINE STATION ALL PLAN VIEWA I I IS BASED ON CENTERLINET L OTHERWISE . ALL PROFILE STATIONINGIS BASED ON FLOWLINE DATA UNLESSI . RELOCATE ALL UTILITY POLESIAT IUTILITY . ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE , MONUMENT ENCASEMENTS, ETC. TO FINISHEDC.O.B.T . INSTALL HOLOPHANE " ILL " PREMIER LED L (5 LED -4K BOW ARRAY) WITH 12 FT. HAMILTONALUMINUM LE OR EQUIVALENT AS APPROVEDI ENGINEER. EXISTING T T LIGHT CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. EXISTING V - PROTECTI L . O SEWER MANHOLE ®SEWER CLEANOUT QSTORM DRAINMANHOLE TET CENTERLINE STREET RIGHT-OF-WAY DRAINPROPOSED STORM —EXISTING SEWER MAIN -------- EXISTING STORM DRAIN -__.r%L_. __ _rlr_EXISTING PAVEMENT DRILL I ISITE 33X-13 OTE: RETAINING CUR (S) SHALL BE BUILT AT TIME OF NOTE: RETAINING CURB(S) SHALL BE BUILT AT TIME OF CONSTRUCTION OFMULTI-USE TRAIL, DG PATH, MOW CURB, ETC. CONSTRUCTION OFMULTI-USE TRAIL, DO PATH, MOW CURB, ETC. 53.4 I I I1. — EXISTINGLOCK ALL EXISTING L ALL -- ---- -- _... 52.9 NG F ..—....�.®— 52.3 �FUTURE FUTUR LANDSCAPE AREA ---------- " . FG F Vol FTU a - CONCRETE CUB sa7 LANDSCAPE AREA FG �.F 'UT . _.__.. t EXISTING IMPROVEMENTS FUTURE FUTURE 7 AIL ? I (PROTECT IN PLACE) �-- ULT{-- SE T CO CONCRETE CUR blZ `~ — — t -- �` FUTURE—G �- \ r- FUTURE ULTIU TI _cl%j GB LANDSCAPE AREATURE .-- FUR LANDSCAPE AEAcl I(' I G 1 0 3WING 3WING 3WING 35 3WING ,PASEO „r' "B" AREA I I I II + Q� SCALE 1 21 =30' FUTURE � �7 SCALE 1 pf =30' _j_ L — I (BY SEPARATE PLANS)I 1 1 28 P.M. 12100 1 51.5 1 51.6 CONSTRUCTION NOTE MP DETAILS 0 NO NO " X x x X 90.1' C UCT ' CHAIN-LINK FENCE C.O.B. STD.x 12. SLATS I) ` Y Y Y Y Y M I I f �� x 5 CONSTRUCT 1' I L EC.O.B. T, . ti I 3 1 I 1 s _1 . CURVE TABLE 37 38 i GAS 1GAS- 021111` — 40 I " 41 I I 42 3 -_ In 7w r(Al — � y ILL ■ # �* • 58'1 9' INSTALLRIP—RAP 13.3' x x x 13.6' x 48.0 t Y 2 7 Y 3 Y J�:48 FG 4 Y L DRAINAGE EASEMENTT T CITY F -� I I I I I 1 FIEL TO BE DEDICATED PRIORTO APPROVAL OF PLANS. t` i i i i 11 5 F PAVEMENT xOD 2.1 BOTTOMOF SUMP=44.2 I, x t l I I ! I 6PROPOSED BARRICADE 00 12.1 I n v wI LIST OF ABBREVIATIONSL 2:1Lq x �---� x �' - OTT F SU P=4 _ F = FII FL = FL INE - NATURAL GROUND EP = EDGE OF PAVEMENT 2:1 UNLESSISE = I 54' --MAX=MAXIMUM l I ! I ! X2 / 3 74'. ` 4x1 x ��� I ! i ! I \ x ::1110 FG x x x 5®6 f ` LL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESSAY T INCLUDING INITIAL DAY OF CONTACT) -- x" x 5. (y' x X_ I I C F T IUTILITIES, INCLUDING L -- TI LTi I, _ ® _.� .'� _ ."`.` _ ..._ 96.9'® EXCAVATE. 51.1 51.2 GRADE OR 6 G 1 NOANY UNDERGROUND STRUCTURE LL MAINTAIN A MINIMUM7 FT. (WITH 3 FT. OF UNDISTURBEDIL) HORIZONTAL SEPARATION AND 24" OF VERTICALSEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE INOTE: SUMP SHALL BE PRIVATELYPRIVATELYNOTE: SUMP SHALL BE I I EXISTING " PACIFIC GASELECTRIC I I LINE. ADDITIONALLY, I HIGH WATER ELEVATION=482 HIGH WATER ELEVA110N=48.0 TO BE OVER THE TRANSMISSION LINE AT ANY TIME. C.F.VOLUME REQUIRED=17,499 T NO TIME LL POWER DRIVENOPERATED EQUIPMENT 1 LOVER THE VOLUME PROVIDED=17,936 C.F. VOLUME PROVIDED=12,664 TRANSMISSION LINE, OR WITHINI I LL NOT REMAIN SIDE SLOPES 2.-1 MAX (U.N.O.) SIDE SLOPES 2.-1 MAX (U.N.O.) STATIONARY OVERPIPELINE. TRANSMISSION L SHALL CONSTRUCTION IS TO TAKE PLACEWITHIN 10 FT. OF THE EXISTINGTRANSMISSION LINE. /"�ATEMPORARY PRIVATE SUMP "B" DETAIL TEMPORARY PRIVATE SUMP "C" DETAIL NOTE "A": DRILL SITE 33X-13 ' WIDE (FUTURE) LINEAR TRAIL SHALL BE H.O.A. >— MAINTAINED LREVIEWED c� SEE DETAIL C APPROVED BY ITY I , SEE D .4-= TRACT 7347-2 L ' MULTI—USE I SIDEWALK DETAIL_, (BY SEPARATE PLANS) EASEMENTS LL BE DEDICATEDFINAL t t TRAIL + ® DeBranch }� �� r- i EXISTINGIMPROVEMENTS (SEE NOTE-- AABOVE) U - f P.M. 12100 CN __� __ j 1 1 r — ®® —i IG102 ' Lfuj EXISTING IMPROVEMENTS- 3: GAS 37 38 i GAS 1GAS- 39 — 40 I " 41 I I 42 3 -_ In 7w r(Al — � y ILL ■ # �* • 0 r- C1 1 -cn r \37+27.73 -, co _ I I 1 ------------------------7--- I ITI I T ■ i * ! 11 W I C14 Im ........... 1 3 _ 1 .-C4 r- �- P.M. 12100 e, 12100 — ` ---- ------ '----�------------- ...-... — — — — — __-__----_ --------------------LOT 4 EXISTING SIDEWALKuiPARCEL MERGER 20-0084 m FUTURE , DEVELOPMENT (BY SEPARATE PLANS) PHASE 1 MUIRLANDS PARKWAY CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=46 _j C) M O� O� N + REMOVE EXISTING Y FENCEII AND FILL, COMPACT EXISTING SHALLOWIN PER SOILS REPORT RECOMMENDATIONS 00 o6 ui + 14"k4 04 now, iiil ■ . ■ � 111 IG .) .# . « *« Z_XISTING GI i OUNQ ;'ROFILt r(Al — � y ILL ■ # �* • 0 _. _ ■ co AT CENTERLINE . . . —. �-- __�- ■ i * ! . .� 04 . . _ . . . . . _ _ +► ,' -� . ■ '�' ■. . . . . . . . . . . . . . . . . . . . . . . 2 5%) . . #. ....................................... ...............`.......a i ............................................ .................................... ... T % SIL - i I ISfING LOCATION 350 ... ......,... ................ ...... .......... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... ............ ELEVATION I IL,PRIOR '350 0 e ma 0 CTI IF I .... IF Y DIIES.'. .......................... .I ............................... .....,..,...................,...,......................................,...................................,............................... 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 NORTH FLOWLINE PROFILE I IfUi 11 CD m CD t-- 00 CO 00 ........................................................................... ...............•..........................................,.,,................................. --.......................... cs EXISTING G'OUN PROF%LE - — -- - . -- — y ._ — __--_ _ A T CENTERLINE ._, . —,—. ...... -- ....................................... ....................... 352, \4;1�T11VG F LI FIL 350 T: I I' T L I I. PRIOR. . ..... . ....... ....... ...... ............... ......................................... . . ,. . ...... ................. . CONSTRUCTION -350 IENGINEER +0.25% IF THERE ARE ANY'DISCREPANCIES. . . . L..................................................................................................................................................................... . . . . 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 now, iiil ■ . ■ � 111 IG .) .# . « *« CIA a. r(Al � y ILL ■ # �* • 0 r ■.' ■ . ■ co «« li k,,,, ■ i * ! ■ .� 04 s • �■ +► ,' . ■ '�' ■. . ". LJJ UJ ch * # ■ #.. « #.. #. ,. i M - i CIA a. W ILL CL 0 0 e TAPER "A" r ■I ■I A 1 PAVEMENTPROPOSED EDGE OF 111111 IIII II I I I II I III lI III CONSTRUCT TYPE!! " MEDIAN CURB PER C.O.B. STD. DWG. ST -2_ I ulEn n I IA I ► I I s / I i • ` MII IN � I I PLANSPROPOSED HARDSCAPE AND LANDSCAPE (SEE Y OTHERS) / (IIII III 1111111 IIII I j/j(T /7 IIII m jjf(I 7 JJ/T I t f Ij 1 PROPOSED FLOWLINE AC=351.09 -. f PROPOSED SWALE (FUTURE C&G FL) 39 T 40 _T = 7_ l + ( PROPOSED EDGE OF PAVEMENT 1 00 - HP _ 45+85.28 416 w 0 ®! 1!! LL 1} ALL STATIONING IS BASED ON CENTERLINEA L I T { ' } LT 1' . 7 4 TC=351.50 T T ' ' 1® . + MID -ARC . ) CL Y = - �,: -- -- 1'64 1 - 1- +!. ) BC 2 ' +1 1 ) BON TAPER 1, ! ! 1 • ' T • 1. 1, . • 38+65.28 • ' TAPERBGN TC=351.55 AC=350.72 AREA DETAIL SCALE(A'� QV 1 "=1 ' TAPER "A" r 1 I■ I ■I ■I A 1 ImEl IVIG ',. 111111 IIII II I I I II I III lI III JNg II II I II II I u l I I � III I I I Ie 1 i I ulEn n I IA I ► I I s / I i • ` ally*E I� wt ILII) III MII IN � I I L / (IIII III 1111111 IIII I ill i 1 IIII m 1 � • 11 it i i i 1.... ROMEO f Ij 1 • �' J 1 ►f AC=351.09 -. f irk � Ifillaws _-0 1 I■ I ■I • 1 A 1 ImEl IVIG ',. I IIII '11111 IIIIIIII IIII1� IIIIIIIII IIII i Ii III JNg III 1■II ■ r.. III I I I � II IIII III II II III IIII IIII. III a ii f i II I VIII / I I VI IIS ` '1 II■I III Ila ululll lull) Ilulll SII III i (IIII I L / IIQ ill i 1 IIII m 1 � • 11 it i i i 1.... ROMEO f Ij 1 1 ♦ a *, J AC=351.09 irk � Ifillaws _-0 1 I■ I ■I • 1 A 1 ImEl IVIG ',. I IIII '11111 IIIIIIII IIII1� IIIIIIIII IIII i Ii III JNg III 1■II ■ r.. III I I I � II IIII III II II III IIII IIII. III a ii f i II I VIII / I I VI IIS ` '1 II■I III Ila ululll lull) Ilulll SII III i (IIII I L / / � I■ IIII ul. III« � �0We � VIII I f IIII m AI 1� . � • l f Ij 1 1 ♦ a *, J AC=351.09 -. f TAPERTABLE! Ifillaws _-0 I I I n IIII uuu 'I #.. � II ImEl IVIG ',. JNg li II II r p 1. cn / I I VI IIS ` .... .. ... -- . .._ ; RT) . 40+12.28 L / J .0t 72.10 *, 111111 " TABLE f Ij 1 = 351.23- AC=351.09 -. f Mlll Ifillaws _-0 �I�� 111 111 ri■ll �Iwlll [ i 1 III IIII I I RIIE i. I I II■ ! Il�I 11 JNg 1. cn I VI IIS ` .... .. ... -- . .._ ; RT) . 40+12.28 SEE TAPER / °I IIIIIIIIIIIIIII IIIIIIIIIIIII FUTURE a DEVELOPMENT (BY SEPARATE PLANS) 1.37 {1 L} / • 'BCVC1. LT} 7• L 7. 1 , LT) 1. ITAPEREVC TBVC 1• 1' T 58+92.41 1' L _ ) RAD END - 3 0 50 51 52 53 2L 54 55 • '51" 56 57 58 59 60 61 63 EXISTING 64 - - - f END TAPER BON TAPER BVC ATAABLE \END BAY TAPER I ' ' ) , (0' } +61. { 1. , 1' )) ), +141 • LT ' 62 61+.1 { .020'' L , ._____________ _____ CD RAD EXISTING MEDIAN -j v) LLJ 50+76.42 11,16' RT) Lf Aai TC349B.V0C6 = 7, = _ = 1 11.0' T = 7.1 _ _ =4. = - 1• . •1 52 CO ;.C=348.2i -58+61 EXISTING FLOWLINE j=================== --'C=348.23- .39 (10.62' RT TC=354.75 ► ; 1 FUTURE f I I I `�-, , TRACT 7372-2 (BY SEPARATE PLANS) WHITE LANE (BY SEPARATE PLANS) 36+41.21 316 FUTURE DEVELOPMENT (BY SEPARATE PLANS) 1 (11.30' PKin PAY TAPPP 36+41.25 7. } BGN MEDIAN -00 .1 AC=351.36 I 38+65.28 BGN TAPER i TC=351.45 J fm�MIL - Ns ---7/-- 41+52.61 f li►� i, VIII 1 , 1 1 ' L) T - TAPER349.8345- - END .T Y.7 - 41 IN00-56'51"E 42 J • BGN BAY TAPER 1.' AC=349.99 PARCELSEE AREA DETAIL 8 MERGER 20-0084 FUTURE DEVELOPMENT (BY SEPARATE PLANS) cn 1 (13.00' L TC=351.47 64 BC ' . /f AC=351.76 43 44 43+15.28 (9.00' LT) END Y TAPER FUTURE DEVELOPMENT I(BY SEPARATE PLANS) IEVC7. ' T � I i �• J AI • • • i • i I ■ i ■ 1 r 1 i I I .7 1. cn 1.17 (7.00' L .... .. ... -- . .._ ; RT) . 40+12.28 SEE TAPER PIVc - Uuj Y TAPER " TABLE f Ij 1 = 351.23- AC=351.09 -. f 317 3�8 39 T 40 _T = 7_ l 36+41.25 7. } BGN MEDIAN -00 .1 AC=351.36 I 38+65.28 BGN TAPER i TC=351.45 J fm�MIL - Ns ---7/-- 41+52.61 f li►� i, VIII 1 , 1 1 ' L) T - TAPER349.8345- - END .T Y.7 - 41 IN00-56'51"E 42 J • BGN BAY TAPER 1.' AC=349.99 PARCELSEE AREA DETAIL 8 MERGER 20-0084 FUTURE DEVELOPMENT (BY SEPARATE PLANS) cn 1 (13.00' L TC=351.47 64 BC ' . /f AC=351.76 43 44 43+15.28 (9.00' LT) END Y TAPER FUTURE DEVELOPMENT I(BY SEPARATE PLANS) IEVC7. ' T � I i �• J AI • • • i • i I ■ i ■ 1 r 1 2' . . 1 . }48+55.28 (13RAD. CD POVC HP.0 ' } PHASES 2 & 3 1 - 1 AC=351.61 47+61.44 (13.00' - IVC - = AC=352.54 LH AS E 3. FUTURE PHASE 1 TRACT 7372-2 (BY SEPARATE PLANS) -SEE TAPER "C" TABLE - 7• (11.00'L TAPEREND BAY T • f f 25 50 100 HORIZONTAL: 49 _ 50 j I 49+75.28 (13.00' RT) a- BGN TAPER I W TC=350.57 N AC=349.74 + • ' EVC .1 AC=,351.29 rrl�rrrirlrrrrwrl11�r11rr�1rr� 0 25 50 M HORIZONTAL: 1"=50' I, !- 73 7 4- i I I 1. cn PIVc - Uuj 46+46.33 (9.00' T • • ( T -. f -T = 7 --117-__ ? _T = 7_ l + ( 1. 1 POVC HP _ 45+85.28 416 w 0 ®! 1!! LL _ I C141 7 4 ' ' 2' . . 1 . }48+55.28 (13RAD. CD POVC HP.0 ' } PHASES 2 & 3 1 - 1 AC=351.61 47+61.44 (13.00' - IVC - = AC=352.54 LH AS E 3. FUTURE PHASE 1 TRACT 7372-2 (BY SEPARATE PLANS) -SEE TAPER "C" TABLE - 7• (11.00'L TAPEREND BAY T • f f 25 50 100 HORIZONTAL: 49 _ 50 j I 49+75.28 (13.00' RT) a- BGN TAPER I W TC=350.57 N AC=349.74 + • ' EVC .1 AC=,351.29 rrl�rrrirlrrrrwrl11�r11rr�1rr� 0 25 50 M HORIZONTAL: 1"=50' I, !- 73 7 4- i I I cn - Uuj w 0 ; LL It IL Elf 0 � cn 1) TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2) PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3) ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4) ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5) ALL POSTS SHALL BE PER PROPOSED C.O.B. STANDARD OR APPROVED EQUAL. 6) STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7) STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8) ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9) ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10) LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11) ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED ATT CONTRACTOR'S EXPENSE. lbAlowkeflom Omi -3 - YELLOW DIAMOND OBJECT MARKER OM4-3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN Rl -1 - STOP SIGN R4-7 - DIVIDED ROAD -- - -1 (R) - ONE WAY (RIGHT) R6-1 (L) - ONE WAY (LEFT) R7-9 - NO PARKING BIKE LANE R26(CA) - NO PARKING ANYTIME R81 (CA) - BIKE LANE W3-1 - STOP AHEAD W31 R81 A(CA) - BEGIN Q(CA) - TYPE Q OBJECT MARKER NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS 1 POST CONSTRUCT TEMPORARY BARRICADE ON SKIDS I fu u- LL 0�80 w 0 ui M I -- z W2%E wwqmw�<- cf)wTwzwT<pE Llj 0- z ui =:< zp Zo umi Lm, i c YI) I S-1 3- w c z- .® + i 11 i I I I I I I I —, mw ZLU W u - Lou 'o WT 4 Rl- z i-- o 1�-,n 0 0 1 1 9 < "m oz aw is 10 kig-w- ------ U) o z w K E z 1w z< :M,- ow Top STOP .2 �STOP 4 1 12' /22' 12'1 3 23 I m co w w aw w 10 om Z�= z ow 65 'z w a mu zo: z w 0 u J con L LL < 0 z 315'± EXISTING STRIPING TO REMAIN <Z § ll� Lou 20 Fn - R z mu: 0 w <ww-2, OWL - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - -a- ------------- I R ------------------ a- .. . ...... ... ............. z w im 0 w o < < - - - - - - - - - - - - - - - - - - t—T - - - - - - - - - -- _-__ -U- L. --- - - - - - - - - - — - - - - - - - - - - R -------------------------------------------------------------------------- z a EXISTING N EDIAN LU LU >W L Lu co u., VZ5 ;09 0 CD Lu Z) 7- I N --4 u- Cwr- Z 0 0 m W > 2 F c6 z — -- — -- — -- — -- — -- — -- — -- — -- zuu- 0 ) r - o 3� oe W> LL z R UJ < T T CID mo( -)z jKoz Uwa < w -j LLJ w E5 T = F- FUTURE PAVEMENT DELINEATION LEGEND WITH W31(CA) AND (2) OM4-3 SIGNS (TO BE TRACT 7372-2 1 (X) INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, REMOVED WITH FUTURE CONSTRUCTION). (BY SEPARATE PLANS) II 1 Vi 1 11 1 AND A20D. NUMBER IN( --)INDICATES DETAIL NO. ON STANDARD PLAN. A RELOCATE EXISTING I. 0 INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. REMOVE EXISTING SIGN Z)UU I tl ALLLN KUAU REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN (SALVAGE TO CONTRACTOR). (SEE BELOW) CONFLICT WITH NEW CONSTRUCTION (TYPICAL). SIGN LOCATION PHASE 3 PAINT MEDIAN NOSES YELLOW INSTALL 12 $$ WHITE DIAGONALS AS SHOWN (25' MAX O.C.) INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. WHITE LANE ,r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL BIKE LANE SYMBOL w/PERSON PER CALTRANS STD. DWG. A24C STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD MITE LANE CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE (BYSEPARATE PLANS) CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. FUTURE DEVELOPMENT I 1 ------7 -4 (BY SEPARATE PLANS) \�\\ -N- 0 25 50 100 HORIZONTAL: 1"=50' Rl -1 li�ON BARRICADE U) z -PROPOSED SWALE FUTURE C&G FL) PROPOSED E.P.I R4-7 Rl - "I A END PROPOSED E.P.-) -110 --7// OM1 -3 -7// /-EXISTING E.P. 7- —4/7- -7 -7/— —//J'— -7/ 7- Y R6-1 (L) CN 0 c,4L w 0 ----------------- '53 58 59 60 61 6,2 63 64 T-1, 38 54 56 5 i 7 .-, , — +-, . ....... \-m - CN, --162+82J.41 ------------ :-::� ----- ---------------------------- 'r- ---------------------------------------- EXISTING MEDIAN U) 38 RELOCATE EXISTING < STREET BARRCADE CW 1- Ld 12' I1EXISTING STRIPING TO REMAIN U) (D V) C) RELOCATE EXISTING 1347 -41 0 cw ADVERTISEMENT OM1 -3 /-EXISTING FLOWLINE CD SIGN 0 — - - — - - — - - — - - R7-9 137-9 R7 9 U) U — — — — < R7-9 R z L -T 1- r R -j-9j - - - - - ® - ® z CL (D FUITUREI 1 I I I I \ 'w I f I f I I f I f \ �� II ' I TRACT 7372-2 Ix I I (BY SEPARATE PLANS) rl I ;; 1 11 r 1 0 WHITE LANE PHASE 3 (SEEABOVE) 0 UJI Z 0 25 50 100 uj HORIZONTAL: 1"=50' MUIRLAND PARKWAY FUTURE FUTURE (BY SEPARATE PLANS) DEVELOPMENT DEVELOPMENT I L— Z) D lc� 0 0 (BY SEPARATE PLANS) 0 (BY SEPARATE PLANS) W31 -- 1-1 l-1 VPROPOSED SWALE (FUTURE C&G FL) 1;�PROPOSED SWALE (FUTURE C&G FL) PROPOSED E.P. 4— METRO Q CA -z PROPOSED E.P.3 PROPOSED E.P.A Omi LL- -7 �7- -7/ -7 //7- �7- -7/— 7- 7- -7, —77- CL- c,4A 'r - EL I - I I" 121 v ml C141 1 f2 I g 45+85.28 '37 38— 739 40 41 42 46 49 50 51 CN, D+...... 47 36+41.21 - 43 44 �5 NY cn :D-1 12 < 2 m1-1 R6-1 R R5-1 c/) 0 0 4-7 1- 1— —3 CN 39 Lo Sow. CN — — — — UI - -- -- -- -- - — -- — -- — -- — -- z 0 R7-9 R7 9 U) W3-1 R7-9 PARCEL MELROGT E3R 20-0084R7-9 RURj C (CAA ) Z=9k 7- 7 1 lTO ST9 n 7 1A/ > SNSDATE 10/29/2020 FUTURE 41 FUTUREMETR PA JOB No. 3151 H 14' 12', 101 -12'. 12' 141 16 TRACT 7372-2 lu) DEVELOPMENT 1 19' 'f f(BY SEPARATE PLANS) E SHEET (BY /54' 11 SEPARATE PLANS) L 8 > 0) PHASES 2 & 3 0 MUIRLANDS PARKWAY E AM (SEE SHEET 11) 0 25 50 100 A HORIZONTAL: 1"=50' --- I OF 13 SHEETS COB RECORDSNo. CN (L w LL c� cr- o w w Z W z w LIJ > ,w w ) u- w 0 < LL rt CL w ol < CL Rl -1 li�ON BARRICADE U) z -PROPOSED SWALE FUTURE C&G FL) PROPOSED E.P.I R4-7 Rl - "I A END PROPOSED E.P.-) -110 --7// OM1 -3 -7// /-EXISTING E.P. 7- —4/7- -7 -7/— —//J'— -7/ 7- Y R6-1 (L) CN 0 c,4L w 0 ----------------- '53 58 59 60 61 6,2 63 64 T-1, 38 54 56 5 i 7 .-, , — +-, . ....... \-m - CN, --162+82J.41 ------------ :-::� ----- ---------------------------- 'r- ---------------------------------------- EXISTING MEDIAN U) 38 RELOCATE EXISTING < STREET BARRCADE CW 1- Ld 12' I1EXISTING STRIPING TO REMAIN U) (D V) C) RELOCATE EXISTING 1347 -41 0 cw ADVERTISEMENT OM1 -3 /-EXISTING FLOWLINE CD SIGN 0 — - - — - - — - - — - - R7-9 137-9 R7 9 U) U — — — — < R7-9 R z L -T 1- r R -j-9j - - - - - ® - ® z CL (D FUITUREI 1 I I I I \ 'w I f I f I I f I f \ �� II ' I TRACT 7372-2 Ix I I (BY SEPARATE PLANS) rl I ;; 1 11 r 1 0 WHITE LANE PHASE 3 (SEEABOVE) 0 UJI Z 0 25 50 100 uj HORIZONTAL: 1"=50' MUIRLAND PARKWAY FUTURE FUTURE (BY SEPARATE PLANS) DEVELOPMENT DEVELOPMENT I L— Z) D lc� 0 0 (BY SEPARATE PLANS) 0 (BY SEPARATE PLANS) W31 -- 1-1 l-1 VPROPOSED SWALE (FUTURE C&G FL) 1;�PROPOSED SWALE (FUTURE C&G FL) PROPOSED E.P. 4— METRO Q CA -z PROPOSED E.P.3 PROPOSED E.P.A Omi LL- -7 �7- -7/ -7 //7- �7- -7/— 7- 7- -7, —77- CL- c,4A 'r - EL I - I I" 121 v ml C141 1 f2 I g 45+85.28 '37 38— 739 40 41 42 46 49 50 51 CN, D+...... 47 36+41.21 - 43 44 �5 NY cn :D-1 12 < 2 m1-1 R6-1 R R5-1 c/) 0 0 4-7 1- 1— —3 CN 39 Lo Sow. CN — — — — UI - -- -- -- -- - — -- — -- — -- — -- z 0 R7-9 R7 9 U) W3-1 R7-9 PARCEL MELROGT E3R 20-0084R7-9 RURj C (CAA ) Z=9k 7- 7 1 lTO ST9 n 7 1A/ > SNSDATE 10/29/2020 FUTURE 41 FUTUREMETR PA JOB No. 3151 H 14' 12', 101 -12'. 12' 141 16 TRACT 7372-2 lu) DEVELOPMENT 1 19' 'f f(BY SEPARATE PLANS) E SHEET (BY /54' 11 SEPARATE PLANS) L 8 > 0) PHASES 2 & 3 0 MUIRLANDS PARKWAY E AM (SEE SHEET 11) 0 25 50 100 A HORIZONTAL: 1"=50' --- I OF 13 SHEETS COB RECORDSNo. CONSTRUCTION NOTES [I] CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. L/S LANDSCAPED AREA (SEE LANDSCAPE PLANS BY OTHERS) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ,PHASE 3 PHASE 2 SOUTH ALLEN ROAD (SEE SHEET 8) 0 + C\jl I Goa [22+91.78 (0.00' LT) EC 5' RAD. FUTURE TRACT 7372-1 PASEU (BY SEPARATE PLANS) 37+27.73 (9.00' LT)- - EC 1009' RAD. TC=351.71 AC=350.88 37 GAS --d-A S 36 :---= --- C -AS C4 A a ON a '%mar PROPOSED SUMP (SEE SEWER & STORM DRAIN PLANS) 101 IS I K - - W -*i "A" TABLE 43 z ,,,-EXISTING MMIAN7 --- -------- ------- F 42+14.88 1 - EXISTING IMPROVEMENTS Z L--- — - - –j- -- --- --- - - --- --- --- - - --- --- --- < 04 �l moo Is momosm =rig spullsol, � P11 a �m M LARIMAR DRIVE (BY SEPARATE PLANS) II I II I it III II FUTURE TRACT 7372-1 (BY SEPARATE PLANS) IN, 31+56.47 (9.00' LT) BC 1009' A. TC=350.24 CN AC=349.41 — 1,5 - 4 (D Lli co CURVE TABLE 43 z ,,,-EXISTING MMIAN7 --- -------- ------- F 42+14.88 1 - EXISTING IMPROVEMENTS Z L--- — - - –j- -- --- --- - - --- --- --- - - --- --- --- < 04 �l moo Is momosm w spullsol, �m M =116911 FUTURE TRACT 7372-1 (BY SEPARATE PLANS) IN, 31+56.47 (9.00' LT) BC 1009' A. TC=350.24 CN AC=349.41 — 1,5 - 4 (D Lli co cr) 31+56.12 (9.00' RT) �—'---_ ' � Q BC 991' RAD. TC=350.15 AC=349.32 � � � Q II -42+14.88 (9.00' LT)-+- -- END MEDI'AN-MATCH Ex. TC=352.9 14 AC=352.1 0 37+2 f. 38 39 1,401 S89 -20"57"E 41 42 1 G -As i G -As i — GAS =1 I 00 \37+27.73 (9.00- RT) EC 991' RAD. T0=351rA AC=350.71 FUTURE DEVELOPMENT (BY SEPARATE PLANS) �'�� PHASE 1 M I RLA U NDS PARKWAY CD N 42+14.88 (9.00' RT) END MEDIAN -MATCH EX. — - - — - - -TC=352.76— - - AC=351.93 IJ�ppJ a � C) (D Z ,zzC) C) Ld 0 20 40 80 HORIZONTAL: 1"=40' I w �o o „� Y> EXISTING < m TRACT 7347-2 0 (BY SEPARATE PLANS) ry - - - - - - - - - - - - - - - - - - - - - ------------- — — -- EXISTING IMPROVEMENTS L------------------------------ 43 z ,,,-EXISTING MMIAN7 --- -------- ------- F 42+14.88 1 - EXISTING IMPROVEMENTS Z L--- — - - –j- -- --- --- - - --- --- --- - - --- --- --- < 04 j w CL ------------------------------- ----------------------------- 0 w w CL 0 m z W w 3: :E c) U) > w w ) LL w 0 LL- w CL a cr) 31+56.12 (9.00' RT) �—'---_ ' � Q BC 991' RAD. TC=350.15 AC=349.32 � � � Q II -42+14.88 (9.00' LT)-+- -- END MEDI'AN-MATCH Ex. TC=352.9 14 AC=352.1 0 37+2 f. 38 39 1,401 S89 -20"57"E 41 42 1 G -As i G -As i — GAS =1 I 00 \37+27.73 (9.00- RT) EC 991' RAD. T0=351rA AC=350.71 FUTURE DEVELOPMENT (BY SEPARATE PLANS) �'�� PHASE 1 M I RLA U NDS PARKWAY CD N 42+14.88 (9.00' RT) END MEDIAN -MATCH EX. — - - — - - -TC=352.76— - - AC=351.93 IJ�ppJ a � C) (D Z ,zzC) C) Ld 0 20 40 80 HORIZONTAL: 1"=40' I w �o o „� Y> EXISTING < m TRACT 7347-2 0 (BY SEPARATE PLANS) ry - - - - - - - - - - - - - - - - - - - - - ------------- — — -- EXISTING IMPROVEMENTS L------------------------------ 43 z ,,,-EXISTING MMIAN7 --- -------- ------- F 42+14.88 1 - EXISTING IMPROVEMENTS Z L--- — - - –j- -- --- --- - - --- --- --- - - --- --- --- < --------------------- j w w ------------------------------- ----------------------------- 0 20 40 80 HORIZONTAL: 1"=40" III 41 DATE 10/29/2020 4-1 PA JOB No. 3151 H SHEET E 0 k CL E L OF 13 SHEETS COB RECORDS No. z 0 W w 41 DATE 10/29/2020 4-1 PA JOB No. 3151 H SHEET E 0 k CL E L OF 13 SHEETS COB RECORDS No. 1. TRAFFIC STRIPING, VE T LEGENDS, & RECESSEDARKS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010EDITION, DATED JANUARY 1, 2010. 2. PAINTING C FOR STRIPING AND MARKINGS SHALL BE PER STANDARD S CIFICATI NS FOR LIC WORKS CONSTRUCTION ( A f AGC). . ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING AIE PAVEMENT MARKERS SHALL BY PRIED AN ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATE JANUARY 1, 2010. ALL POSTS SHALL BE PER PROPOSED C.O.B. STANDARD OR APPROVED UAL. 6. GAD SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINTCALTRANS STANDARD SPECIFICATION -02AL Y 9. LL CONSTRUCTION MATERIALS FOR ROADSIDESIGNS, TRAFFIC STRIPING, PAVEMENTS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 1. LANE WIDTHSH H LANAE DIMENSIONED FROM FACE OF CURB TO CENTEROF STRIPE, OR BETWEEN CENTERS STRIPES. 11. ALL EXISTING STRIPINGAD PAVEMENT MARKINGSI THE AREA WHICHIS TO REMAIN AND WHICH IS DAMAGED U TO THE CONTRACTOR'S OPERATIONS ALL BE REPLACEDAT THE CONTRACTOR'S E . SOUTH ALLEN ROAD (SEE SHEET 9) r - PAVEMENT DELINEATION LEGEND X INSTALL TRAFFIC STRIPE CALTRANS STANDARD PLANOS. A20A, A2013, RED DIAMONDOBJECT MARKER AND A20D. NUMBERINDICATES ETIL NO. ON STANDARD PLAN. C INSTALL 12" WHITE CROSSWALK LI . STOP SIG REMOVEALL EXISTING PAVEMENTMARKINGS TRAFFIC STRIPING IN 4--7 CONFLICT WITH NEW CONSTRUCTION (TYPICAL). CIRCULAR INTERSECTION PAINT MEDIAN NOSES YELLOW Y (RIGHT) INSTALL 12" WHITE DIAGONALS ASS (2' MAX O.C.) 11-2 - INSTALL TYPE IV(R) WHITE ARROW CENTEREDIN LANE AS SHOWN. NO PARKING ANYTIME INSTALL TYPE IV(L) WHITE ARROW CENTEREDIN LANE AS SHOWN. --- INSTALL BIKE LAE SYMBOL w/PERSON PER CALTRANS. A24C STOP INSTALL WHITE "STOP" LEGEND SHOWN STP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD YIELD INSTALL "YIELD" LEGEND AS SHOWN 1111 ca INSTALL CTI L CROSSWALK MARKIN PER RSP A24F yyyvv INSTALL YIELD LINE MARKINGS REMAINNOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS ► AS APPROVED CONDITIONS ► SHALL CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. M*Ny } I�t I t k� � ..--� i t? t SIGN LEGEND EXISTING SIGN TO REMAIN. Lj INSTALL NEW 1 POST SIGN. INSTALL NEW 2 SIGNS 1 POST Q RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -a- SIGN LOCATION B CONSTRUCT TEMPORARY BARRICADE ON SKIDS WITH W31(CA) AND (2) OM4-3 SIGNS (TO BE REMOVED WITH FUTURE CONSTRUCTION). 1--3 YELLOW DIAMOND OBJECT MARKER 1- YIELD I -3 - RED DIAMONDOBJECT MARKER SNS STREET NAME SIG SNS- - METRO STREET NAME SIG R1-1 - STOP SIG 6-- ROUNDABOUT SYMBOL 4--7 DIVIDED ROAD 2-6 - CIRCULAR INTERSECTION - ) Y (RIGHT) 16 7P - ROUNDABOUT 11-2 - PEDESTRIAN CROSSING R26(CA) - NO PARKING ANYTIME 16-7P - DIAGONAL DOWNWARD --- LANE ENDS -1 -f DO NOT PASS 1(C) N NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED INDICATES LIF I . PROPOSED SUMP srDRAIN I I FUTURE TRACT 7372-1 (BY SEPARATE PLANS) 2 C 37 .- — —' -4- R26 CA r A r R26 CA r r r .� f DRILL SITE 33X-13 -------------------------------------------- 38 LOT 4 PARCEL MERGER 20-0084 FUTURE DEVELOPMENT (BY SEPARATE PLANS) PH At"'i' E 1 40 LARIMAR DRIVE (BY SEPARATE PLANS) x 1 I f 11 1! I I I I I I I�� t 7 i i 1 I I I I ice;; 1 FUTURE TRACT 7372-1 (BY SEPARATE PLANS) ti t A rn d f"4 w.. •� R26(CA) un i wow Lo �- W-jw- "' CN cN J -_ 3{9 CN . 1 c 1-- ,� C14 -0 00 40 LARIMAR DRIVE (BY SEPARATE PLANS) x 1 I f 11 1! I I I I I I I�� t 7 i i 1 I I I I ice;; 1 FUTURE TRACT 7372-1 (BY SEPARATE PLANS) ti t A rn d f"4 w.. •� R26(CA) l �EXISTING TRACT 7347-2 (BY SEPARATE PLANS) t 1 i 4 C -- t --------------- 4 --------------------- 77777 7 77< EXISTING IMPROVEMENTS --- 41 42 ---- --------------4------ ! !! 3 I ----------------- EXISTING IMPROVEMENTS --------------------- -— — --------------------------- r HORIZONTAL: 1"=40' I, I - �3) �- 0 i wow �- W-jw- "' J -_ CN . c 1-- ,� ca h2E ww v z 64 zz <w F- 3L w �= �- < f -P- f _ a D W LL c, - — <- T -�- �- 0 0 -' _ --- o�- m u) 1p - CJti >Fm m: (j) w m 0 i w z l �EXISTING TRACT 7347-2 (BY SEPARATE PLANS) t 1 i 4 C -- t --------------- 4 --------------------- 77777 7 77< EXISTING IMPROVEMENTS --- 41 42 ---- --------------4------ ! !! 3 I ----------------- EXISTING IMPROVEMENTS --------------------- -— — --------------------------- r HORIZONTAL: 1"=40' I, I - �3) �- 0 i uj CN h2E uj v -3 F- 3L w i uj 6" 59 'IES -0CONSTRUCTION NO IS SHEET 0 R=l /2" _I 1 L2' 1171 TLA AA-4CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. T ROUNDABOUNDSCPED REA 7 / O: - \ �7 F21 CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) v/ STA. 21+10.55 STA. 21 +1 108T RAU. EC 105.25' \�%\j/\\j/\\j�`\\j/f�f/\\j�,\ / \ 5CONSTRUCTCURB RAMP PER C.O.B. STD. DWG. ST-1RT (LS) TC ELEV=49.57 E 4 TC LEV=49.57 AC ELEV=48.74 CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD.. DWG. ST - 1f 2. AC EL 4 6 Y \C14 > 2% MAX. R=1/2" 2" [31 INSTALL 2, #4 LONGITUDINAL BARS IN CONCRETE CURB (Y CLEAR, TYP.). 7' A A' 4. . xx< \ , A STA. 20+91.17 /XN�/ A ®� < A A cl z 4 < A BC 1 RAD.Cl 4 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 1 2 1 00 STA. 20+92.39 6.93 RT 9 0 A7 0 2) SIDEWALK/CURB RAMP LANDING SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION. \\X 4 4'< PO STA. 20+92�3 >/ 0 Q TC ELEV=49.66 A 4,/. 00 EC 1' RAD. EC 1' RA FS ELEV=48.83 3) ADD 300' TO DESIGN ELEVATIONS. 4 SLOPE VARIES 0000 0000, x �x 7\77 4 A 7.90' LT 7.9 0' RT 000 l\ I - / / 7 000 00 TC ELEV=49.64 TC ELEV=49.64 C. PAVEMEN 0 0 0 ILI AC ELEV=48.81 Do- < 77 0 AC EL 0 Tr- 7/w v 0 0 '0 0 0 CONSTRUCT 6" THICK C CRETE APRON WITH MINIMUM 590# CEMENTITIOU, X/ 0 4 FS=48.93oc vo p. AGG. tJAZ�t W�j 0 STA. 201-91.17 MATERIAL PER C.Y. OVER 12" NAT. ORD. COMPACTED TO 95% MAX. DENSITY. 6 0.) 0 STAMPED CONCRETE PATTERN AND COLOR TO AT PROPOSED LANDSCAPE .0 cp6_ 1' RAD. 06 0 6.93' LT 4' MEDIANS BY LANDSCAPE ARCHITECT'S PLANS, MATERIAL AND TYPE SHALL BE STA. 20+80.50 / v, STA. 20+80.50 APPROVED BY CITY ENGINEER. C12 O�Q TC_ ELEV=49.66- 0 pop" C 12 BC iF R�D RAD. 0.- \ \ FS ELEV=48.83� 5 11.41' LT 11.41' RT TYPICAL SECTION TC ELEV=49.70 TC=49.88 /I TC ELEV=49.70 NTS AC ELEV=48.87 FS=49.05 1 AC ELEV=48.87 STA. 20+73.29 Gib STA. 20+81.17 STA. 20+81.17 STA. 20+73.29 EC 3' RAD EC 1' RAD. EC 1' RAD. EC 3' RAD. 14.30' LT (LS) 1047' IT 10.47' RT 14.30' RT TC ELEV=49.73 TC ELEV=49.731 TC ELEV=49.73 TC ELEV=49.73 AC ELEV=48.90 C17 S ELEV=48.90 FS ELEV=48.90 C17 AC ELEV=48.90 STA. 20-, 3.12 STA. 20+70. 0 @ 4 STA. 20+69.12 BC 3' RAD. MD -ARC BC 3' RAD. 1000" 11.08' LT 0.00' LT 11.08' RT b TC EL V=49. TC ELEV=49.99 TC ELEV=49.83 AC ELEV=49./00 doo AC ELEV=49.16 p AC ELEV=49.00 IX (31 AC ELEV=49.04 \�'�A C �EL E V �=4 9. 04 loll QYC) N11 - - - - - - - - - - - 0 N A AC ELEV=49.09 f V 0 0 0 J�b 0 -N- INO 0 5 10 20 ' HORIZONTAL: 1"=10 AC ELEV=49.00 7/- �LEV=�4900 loe\\ CURVETABLE STA. 29+70.70 Z BC 3' RAD, 0 c� STA. 29+54.24 6.8 1 0' LT cli EC 1' RAD. TC ELEV=50.07 STA. 29+42.35 11.66' LT \ AC ELEV=49.24 BC 1' RAD. O V=5 .14 AC ELEV=49,28 9.66' LT AC ELEV=49.31 4 STA. 29+30.40 BC 108' RAD. TC ELEV= 0.19 AC ELEV=49.28 U8 9.00' LT AC EL V=49.3 "I* ": _'j Pro C9 STA. 29+74.76 TC EL V=50.24 clo 't L.,j -aco) ('411- + J U-) STA. 29+53.46 BC 1' RAD. AC ELEV=49.41 m z: C'� �l o 0 10.69' LT STA. 29+43.46 00 . TC ELEV=50.16 EC 1' RAD. < FS ELEV=49.33 8.67' LT U�j TC ELEV=50.28 (LS) TC ELEV=50.21 0.00' LT CD FLEV=49.45 FS ELEV=49.38 -RIDGE STA. 29+53.46 0,00' LT T2 '4 ANGLE P. STA. 29+38.26 4 2.50' RT (LS) ANGLE PT. TC ELEV=50.06 TC ELEV=50.23 2.50' LT 13.44' RT FS ELEV=49.40 TC ELEV=50.31 4 STA. Lq 29+4 6 8.2 FS ELEV=49.48 BC 1' RA . C2 0, 00 9.6 4' R T TC ELEV=50.30 n l >> 0 ,j TC ELEV=50.09 STA. 29+30.40 0cl C-4 UJ w FS ELEV=49.26 BC 168 RAD. . -i --J < 0 TC ELEV=49.98 9.00' RT (n <clj�_h EC 108 RAD. C) TC ELEV=50.15 0 STA. 29+38.26 9+49.09 AC ELEV=49.32 C_' EC 1' RAD. E 1' RAD. C4 STA. 29+37.20 8.22' RT 10.63' RT BC 1' A. TC ELEV=50.15 TC ELEV=50.07 9.21' RT FS ELEV=49.32 AC ELEV= 49.24 TC EL =50.13 STA. 31+44.57 c� AC ELEV=49.30 ff P RAD. /44 511 9.66' RT -N- INO 0 5 10 20 ' HORIZONTAL: 1"=10 AC ELEV=49.00 7/- �LEV=�4900 loe\\ CURVETABLE rr Z AC ELEV=49.24 STA. 31+16.22 (y) cr) E EC 3' RAD. AC ELEV=49.24 9.21' LT 16.80' LT z 0 TC ELEV=50.22 TC ELEV=50.07 9.61 AC ELEV=49,28 TC 4.36 9.36 AC U5 'A STA. 31+12.16 AC ELEV=49.28 0 BC 3' RAD. (C5) 13.44' LT STA. 29+74.76 TC ELEV=50.15 EC 3' RAD' AC ELEV=49.32 13.44' LT C) TC ELEV=50.24 0 TC ELEV=50.15 AC EL V=49.41 AC ELEV=49.32 31 STA. 31 + 4866 -RIDGE- c. STA. 31+13.46 (LS) TC EL V=50.1 0 -RIDGE- 0.00' LT CD STA. 2 9 TC ELEV=50.33 MID -ARC WITI\ 0,00' LT STA. 31+12.16 TC ELEV=50.33 BC 3' RAD. AC ELEV=49.50 13.44' RT STA. 29+74.76 TC ELEV=50.06 EC 3RAD. AC ELEV=49.23 13.44' RT FS ELEV=49.50 TC ELEV=50.06 49-52 Tc STA. 31+16.22 49-27 AC AC ELEV=49.23 Ge EC 3' RAD. C7 I-' 1--,' 16.80' RT EC 1' RAD. TC EL V=49,9 <\ TC ELEV=50.30 AC ELEV=49.15 AC ELEV=49.15 STA. 29+70.70 ~ 49.52 TC FS- ELEV=49.47 BC 3' RAD. 9.27 AC On b -'60 0 0.0 .0 16.80' RT TC ELEV=49.98 AC ELEV=49.15 AC ELEV=49.15 EC 108 RAD. BC 1' RAD 9.33 TC ).0 AC 9.00' RT. TC EL V=50.12 TC ELEV=50.15 STA. 31+32.68 ' -N- INO 0 5 10 20 ' HORIZONTAL: 1"=10 AC ELEV=49.00 7/- �LEV=�4900 loe\\ CURVETABLE rr 0 AC ELEV=49.24 STA. 31+16.22 (y) cr) E EC 3' RAD. 0) 9.21' LT 16.80' LT z 0 TC ELEV=50.22 TC ELEV=50.07 STA. 31+37.83 AC ELEV=49,28 AC ELEV=49.24 U5 8� I STA. 31+56.47 STA. 31+12.16 10.63' LT 0 BC 3' RAD. C4 13.44' LT C-4 BC 1009' D. TC ELEV=50.15 AO ELEV=49.33 AC ELEV=49.32 C3 co [--: '- - co 'd- a of cj ro STA. 31+38.66 . - n C TC ELEV=50.24 0 0 to - C3 EC 1' RAD. t ui C:, Ln Iq:l)- 11 AC EL V=49.41 ::41 9.64' LT 31 STA. 31 + 4866 -RIDGE- 0 PO STA. 31+13.46 (LS) TC EL V=50.1 MID -ARC 8.22' LT 0.00' LT CD TC ELEV=50.24 TC ELEV=50.33 RIDGE - AC ELEV=49.50 ANGLE PT. STA. 31+12.16 BC 3' RAD. 13.44' RT TC EL V=50.27 TC ELEV=50.06 TC ELEV=50.33 AC ELEV=49.23 00) Lq 00 �.� * - U-) -q-, FS ELEV=49.50 49-52 Tc STA. 31+16.22 49-27 AC STA. 31+48.66 (LS) Ge EC 3' RAD. to UJ ®' UJ UJ --i -1 I-' 1--,' 16.80' RT EC 1' RAD. TC EL V=49,9 <\ TC ELEV=50.30 AC ELEV=49.15 AC ELEV=49.15 69 (C 1@0 FS- ELEV=49.47 01 On b -'60 0 0.0 .0 FS ELEV=49.24 STA. 31+56.12 STA. 31+43.46 EC 108 RAD. BC 1' RAD 9.33 TC ).0 AC 9.00' RT. ool AC ELEV=48.95 oQ /AC ELEV=48.95 Lo r - STA. 19+30.00 STA. 19+30.88 MID -ARC EC 3' RAD. 0.00' LT STA. 19+30.88 11.08' LT TC L V= . j ff 3' R� TC ELEV=49.74 AC ELEV=49.07 4 11.08' RT AC ELEV=48.91 TC ELEV=49.74 STA. 19+26.71 _T_ AC ELEV=48..91 BC 3' RAD. C17 (LS) I (a U7 14.30' LT STA. 19+18.83 STA. 19+18.83 TC ELEV=49.64 BC 1' RAD. BC l' RAD. AC ELEV=48.81 10.47' LT 10.47' RT STA. 19+26.71 C18 TC ELBC 3' D. EV=49.63 TC ELEV=49.63 STA. ; FS ELEV= 19+19.49 48.80 FS ELEV=48.80 Cl 8 14.30' RT EC 1 RAD. TC ELEV=49.64 11.41' LT AC ELEV=48.81 0 TC ELEV=49.61 cl C=4978 000 C12 STA. 19+19.49 AC ELEV=48.78 0o 4 0 EC 1' RAD. STA. 19 .83 0 poo . q '0 0 - 00 48.95 o0 c; 00 11.41' RT +08 0, 0' ffC T PAD. TC ELEV=49.612 0.90 TC 4 =49.68 0 000 6.93' LT 0.00 0 AC ELEV=48.78 000 p 00 TC ELEV=49.58 FS=48 85'- .000 00 A 4 0 00 FS ELEV=48.75 c 0 00 C13 0 C13 0 0 00 STA. 19+08.83 000 00 00 E 1' 00 STA. 19+07. C 60 6.93' ID® 0 STA. 19+07.60 00 BC 1' RAD. TC ELEV=49.58 BC 1 RAD. 000 7.90' LT FS ELEV=48.75 7.90' R T TC ELEV=49.56 TC ELEV=49.56 AC ELEV=48.73 t AC ELEV=48.73 STA. 18+89.44 (C1)4 4 C1)4 STA. 18+89.44 BC 108 RAD BC 108 RAD 5.25' LT 5.25' R T _TC ELEV=49.48 (LS) TC ELEV=49.48 AC ELEV=48.65 AC ELEV=48.65 � % 2.00% Z 00 L L v CURVETABLE rr 0 STA. 31+49.72 STA. 31+16.22 (y) cr) E EC 3' RAD. 0) 9.21' LT 16.80' LT z 0 TC ELEV=50.22 TC ELEV=50.07 STA. 31+37.83 AC ELEV=49.39 AC ELEV=49.24 BC ' RAD. 8� I STA. 31+56.47 0 10.63' LT C) EC 10 RAD. c� C4 TC ELEV=50.16 C-4 BC 1009' D. m C'4 AO ELEV=49.33 9.00' LT C3 co [--: '- - co 'd- a of cj ro STA. 31+38.66 . - n C TC ELEV=50.24 0 0 to - C3 EC 1' RAD. t ui C:, Ln Iq:l)- 11 AC EL V=49.41 ::41 9.64' LT d LO 11;0 ;2_0. C,� > >�, Z_LLJ STA. 31 + 4866 F- 0 PO BC 1' RAD. (LS) TC EL V=50.1 � LrY w uj 6,4� 1� 8.22' LT LO FS ELEV=49.35 ucn� in 4 - TC ELEV=50.24 STA. 31+33.46------ RIDGE - FS ELEV=49.41 ANGLE PT. TO31+56.09 -2.50' LT - TC EL V=50.27 1.5'D TC ELEV=50.33 FS ELEV=49.44 00) Lq 00 �.� * - U-) -q-, FS ELEV=49.50 + >> STA. 31+48.66 (LS) STA. 31+33.46 to UJ ®' UJ UJ --i -1 ANGLE PT. 2.50' RT EC 1' RAD. - - 0'Q0 TC ELEV=50.30 0.69R 1 ' T 69 (C 1@0 FS- ELEV=49.47 TC ELEV=50.07 C9 On b -'60 0 0.0 .0 FS ELEV=49.24 STA. 31+56.12 STA. 31+43.46 EC 108 RAD. BC 1' RAD BC 991' RAD. 8.6 7' R T 9.00' RT. TC EL V=50.12 TC ELEV=50.15 STA. 31+32.68 ' FS ELEV=49.29 AC ELEV=49.32 BC 1RAD C) 11.66' RT STA. 31+44.57 c� TC ELEV=50.05 ff P RAD. AC EL V=49.22 9.66' RT TC ELEV=50.1 0 o� AC ELEV=49.27 I U) Z � �� <Y o w 00 �QO C) U) 0 LJ,J C) 00 Z o cl z oco D :D 0 > (D < 0 rV100 r1000 < loll LLJ c) cr) 0 WQQ___7_ 11 poll L: z I., < 0 j G) CN CURVETABLE rr 0 z C) (y) cr) T I L0 0) tn T- z 0 ui C? z 0 U) a) m C'4 (0 cy) ■ 06 4-4 of' 0 cr ■ #., Lu w (n > F- C) C) 0 N a af I U) Z � �� <Y o w 00 �QO C) U) 0 LJ,J C) 00 Z o cl z oco D :D 0 > (D < 0 rV100 r1000 < loll LLJ c) cr) 0 WQQ___7_ 11 poll L: z I., < 0 j G) CN ulAl I I I I CURVETABLE 0 1113 11 T I 0) W z 0 W c > 0 LLJ a af MMUME MMMMRV��� ulAl I I I I 01 1 NOR m$e cn L�AJOB No. 1 �1H Q) SHEET E Q) 0 E LO OF 13 SHEETS COB RECORDS No. 0) W z 0 W c > 0 LLJ a af 01 1 NOR m$e cn L�AJOB No. 1 �1H Q) SHEET E Q) 0 E LO OF 13 SHEETS COB RECORDS No. VARIES I5 5' TO 70' VARIES I 48' TO 64' ITS OF IMPROVEMENTS T CONSTRUCTED R THESE LAN - I LANDSCAPED MEDIAN VARIES VARIES TYPE "M" M EDIAN CUR ,f STRUCTURAL(SEE PLAN VIEW FOR PROPOSED 1 IDE ----- 7SEE DETAILS & NOTE: STREET TO BE PUBLICLY MAINTAINED ,_D_DEWALK & PUEEAS PER 9 EXHIBIT 4-4 FUTURE IMPROVEMENTS (T BE DONE BY TES) SOUTH ALLEN ROAD I- 1 FUTURE BLOCKALL (.A,MAINTAINED) 0' WIDE LINEAR TRAIL TT 7372 25' WIDE LANDSCAPE LOT PROPOSED DO PATH, MULTI -USE TRAIL, CONCRETE SUMP CURB AND LANDSCAPING MAY MEANDER OR LANDSCAPE AREA 4LANDSCAPE DRILL SITE WIDTH VARIES DG PATH MULTI-USEAIL WIDTH VARIES (FUTURE) I(FUTURE) (FUTURE) ) ALL FOOTING EASEMENT IF NECESSARY) TO BE DEDICATED ON FINAL MAP. FUTURE A 41 % I CL_ _ - 7-7 MAX C C ETE MOW CURB NAT. GRE m ■ m 0 b t � PROPOSED18'-19' WIDE LANDSCAPE T ' 1 LNnSr PF (FUTURE) i i J 1 " CURB & GU TT r 2%* 2%MAX m TT 7372 E� I 1/ -FUTURE BLOCKLL (H.O.A. MAINTAINED) 1' LANDSCAPED (FUTURE) Z_ 2= L FINIS A 10* 2%* "/. FINISHED PROPOSED12'-15' WIDE SIDEWALK UE EASEMENT = LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX *= LANDSCAPE LOT TO BE DEDICATEDTHE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINEDTHE HOMEOWNER'S ASSOCIATION. I 18'LANDSCAPE MEDIAN I, m R/W PER PARCEL 12100) 2' m Li 2 UJ Of 0 Imo-- Li I LIMITS OF IMPROVEMENTS TO BE ■■ i... b' r ■ t FUTURE ' WIDE LANDSCAPE LOT ■ Li o IES ■ Lu■ .. • 2 c� .� FLO LI E 5' TO 7' FUTURE DEVELOPMENT VARIES * ■ i. ' ■ , VARIES (BY OTHERS) LU f.. �.` ■ ■ i i ' TO ' E I 1 1 FUTURE L C ALL i �► C ,. � VARIES cqi CL ` i ( AI TAINED)--i • '-7' < w F - € i 12' WIDE 1' WIDE ' ~ LANDSCAPED MULTI -SE LANDSCAPE --� 12' (FUTURE) TRAIL COMBO (FUTURE)SHOULDER Li(FUTURE) I _ > (_t_ r : ��,_ ±2% --------------- I L. VARIES I5 5' TO 70' VARIES I 48' TO 64' ITS OF IMPROVEMENTS T CONSTRUCTED R THESE LAN - I LANDSCAPED MEDIAN VARIES VARIES TYPE "M" M EDIAN CUR ,f STRUCTURAL(SEE PLAN VIEW FOR PROPOSED 1 IDE ----- 7SEE DETAILS & NOTE: STREET TO BE PUBLICLY MAINTAINED ,_D_DEWALK & PUEEAS PER 9 EXHIBIT 4-4 FUTURE IMPROVEMENTS (T BE DONE BY TES) SOUTH ALLEN ROAD I- 1 FUTURE BLOCKALL (.A,MAINTAINED) 0' WIDE LINEAR TRAIL TT 7372 25' WIDE LANDSCAPE LOT PROPOSED DO PATH, MULTI -USE TRAIL, CONCRETE SUMP CURB AND LANDSCAPING MAY MEANDER OR LANDSCAPE AREA 4LANDSCAPE DRILL SITE WIDTH VARIES DG PATH MULTI-USEAIL WIDTH VARIES (FUTURE) I(FUTURE) (FUTURE) ) ALL FOOTING EASEMENT IF NECESSARY) TO BE DEDICATED ON FINAL MAP. FUTURE A 41 % I CL_ _ - 7-7 MAX C C ETE MOW CURB NAT. GRE m ■ m 0 b t � PROPOSED18'-19' WIDE LANDSCAPE T ' 1 LNnSr PF (FUTURE) i i J 1 " CURB & GU TT r 2%* 2%MAX m TT 7372 E� I 1/ -FUTURE BLOCKLL (H.O.A. MAINTAINED) 1' LANDSCAPED (FUTURE) Z_ 2= L FINIS A 10* 2%* "/. FINISHED PROPOSED12'-15' WIDE SIDEWALK UE EASEMENT = LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX *= LANDSCAPE LOT TO BE DEDICATEDTHE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINEDTHE HOMEOWNER'S ASSOCIATION. I 18'LANDSCAPE MEDIAN I, m R/W PER PARCEL 12100) 2' m "NO PARKING *= PAVING CONTRACTOR SHALL REVIEW ROUGHGRADING AFTER UTILITIES INSTALLED INCLUDE IMPORT/EXPORT U TIT FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP"' EXHIBIT 4-11 MUIRLANDS PARKWAY D'� WMSP COLLECTOR STREET Li 2 UJ Of 0 Imo-- Li I LIMITS OF IMPROVEMENTS TO BE ■■ i... b' r ■ t ■ '■ y ■ Li o VATS "`' Q ■ Lu■ .. • 2 c� .� FLO LI E i ■ i ar VARIES * ■ i. a. ■ , ca 04 i i is ■■ LU f.. �.` ■ ■ i i ■ ■ ■ ■ ■ i ,. • �► C ,. cqi CL ` i • y w F - "NO PARKING *= PAVING CONTRACTOR SHALL REVIEW ROUGHGRADING AFTER UTILITIES INSTALLED INCLUDE IMPORT/EXPORT U TIT FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP"' EXHIBIT 4-11 MUIRLANDS PARKWAY D'� WMSP COLLECTOR STREET Li 2 UJ Of 0 Imo-- Li I LIMITS OF IMPROVEMENTS TO BE _ -' b' CONSTRUCTED PER THESE PLANS 0 -.' Li o VATS "`' Q 2 c� FUTURE FLO LI E J VARIES a. I '-7' FUTURE 0- FLOWLINE 1 10' BENCH I 9 F - "NO PARKING *= PAVING CONTRACTOR SHALL REVIEW ROUGHGRADING AFTER UTILITIES INSTALLED INCLUDE IMPORT/EXPORT U TIT FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) NOTE: STREET SECTION SHALL BE PUBLICLY MAINTAINED, LANDSCAPING TO BE MAINTAINED BY H.O.A. PER "WMSP"' EXHIBIT 4-11 MUIRLANDS PARKWAY D'� WMSP COLLECTOR STREET STATION 43+67 — 48+24 STATION 58+61 — 62+17 (WHEN FLOWLINE SWALE IS ABOVE NATURAL GROUND) T. ORD. uJ UJ 0 Li 2 UJ Of 0 Imo-- Li I LIMITS OF IMPROVEMENTS TO BE _ -' b' CONSTRUCTED PER THESE PLANS 0 -.' Li o VATS "`' Q 2 c� FUTURE FLO LI E J VARIES I '-7' FUTURE 0- FLOWLINE 1 10' BENCH I 9 STATION 43+67 — 48+24 STATION 58+61 — 62+17 (WHEN FLOWLINE SWALE IS ABOVE NATURAL GROUND) T. ORD. uJ UJ 0 Imo-- LIMITS OF IMPROVEMENTS TO BE I CONSTRUCTED PER THESE PLANS 0 Li 0 -.' Li o VATS "`' FUTURE FLO LI E STATION 36+41 43+67 STATION 48+24 58+61 ROUGH GRADING -CASE P#Blp (WHEN FLOWLINE SWALE IS BELOW NATURAL GROUND) k