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Home My WebLink About1.1-7372 Ph 1 & 3 Record Drawingr-zFvtsio&j5 Aprao\/aD; Rce mo. 74ogi TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE RYAN STARBUCK RCE 57651 ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD STUART J. PATTESON RCE 44898 A P P R 0 "v" E D BY'* PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS G. FIDLER, RCE 61069 BENCHMARK USED -.— TOP OF CONCRETE MONUMENT IN A LAMPHOLE 54' WEST OF THE CENTERLINE INTERSECTION OF WHITE LANE AND WINDERMERE STREET (PER PARCEL MAP 12100 PHASE 1 MONUMENT ELEVATION MAP) ELEVATION =353.03 (U.S.G.S DATUM) BASIS QF.BEARI.NGS-0 THE BEARING OF N 00*5651" E ALONG'THE CENTERLINE OF SOUTH ALLEN ROAD AS SHOWN ON PARCEL MAP 12100, RECORDED DECEMBER 30, 2014 IN BOOK 59 OF PARCEL MAPS AT PAGE 178, WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION: THRU 4 OF PARCEL MERGER NO. 20-0084 PER CERTIFICATE BEING A' DIVISION OF LOTS 1 OF MERGER RECORDED AUGUST 26, 2020 AS DOCUMENT NO. 220117531 O.R., ALSO BEING A PORTION OF THE NORTHWEST QUARTER OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST, M.D.B.&M. IN THE CITY 'OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE An ML .......... =11L11MIJAW CENTERLINE =�ZIIIIIIIII!fffi BEGIN VERTICAL CURVE 1"], MEL, gmw C. z END VERTICAL CURVE mw##7,"1 FLOWLINE PRC- MWIN'two BCR- BEGIN CURB RETURN M Lur, mowncm, ECR- mil POC- POINT ON CURVE memm POINT OF INTERSECTION GB- ME, MEMIEV me m. END CURVE w wMIIM1I_ HIGH POINT — mromim-0 LT.- mw mm EDGE OF PAVEMENT MEMO POINT OF INTERSECTION VERTICAL CURVE PT- POINT POVC- POINT ON VERTICAL CURVE m U# =# LF '" mm -mm -1 2,009 LF 0.30' A.C./O.40' A.B. SF&4-,'Ti4- 0 SF 0 SF &5;� SF 6" CURB AND CUTTER 3,924 L F 12. S -8-7t LF 1,649 LF r 103190191KIAL1001001 wilinnialwalm CENTERLINE =�ZIIIIIIIII!fffi BEGIN VERTICAL CURVE 1"], MEL, EVC- END VERTICAL CURVE M�1=11_ FLOWLINE PRC- MEL, BCR- BEGIN CURB RETURN M M POINT OF COMPOUND CURVATURE ECR- mil POC- POINT ON CURVE memm POINT OF INTERSECTION GB- ME, MEMIEV me m. END CURVE w wMIIM1I_ HIGH POINT — mromim-0 EP- EDGE OF PAVEMENT PIVC_ POINT OF INTERSECTION VERTICAL CURVE PT- POINT POVC- POINT ON VERTICAL CURVE 1,915 LF 5"188"rO LF '" moll ffol m1w 2,009 TABLE CL- CENTERLINE BVC- BEGIN VERTICAL CURVE DWY- DRIVEWAY EVC- END VERTICAL CURVE FL- FLOWLINE PRC- POINT OF REVERSE CURVATURE BCR- BEGIN CURB RETURN PCC- POINT OF COMPOUND CURVATURE ECR- END CURB RETURN POC- POINT ON CURVE PI_ POINT OF INTERSECTION GB- GRADE BREAK EC- END CURVE HP- HIGH POINT BC- BEGIN CURVE EP- EDGE OF PAVEMENT PIVC_ POINT OF INTERSECTION VERTICAL CURVE PT- POINT POVC- POINT ON VERTICAL CURVE 1,915 LF 5"188"rO 1. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGEr ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 2009-0009-DWQ AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C391807 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. R ,6VU:**MI0 010910flWAI (D TITLE SHEET M STANDARD NOTES m _j z >-l-ow<mw c" ESTIMATED QUANTITIES FOR PLAN CHECK SOUTH ALLEN ROAD 3 CD SOUTH ALLEN ROAD BIDDING PURPOSES. (36+41 — 44+50) CD SOUTH ALLEN ROAD STREET IMPROVEMENTS PHASE (44+50 — 55+50) M SOUTH ALLEN ROAD MAJOR ARTERIAL (SOUTH ALLEN ROAD) (55+50 — 62+82) M6 MUIRLANDS PARKWAY 12 LF (22+06 — 33+00) CD MUIRLANDS PARKWAY 187;7-t8 (33+00— 42+15) MATERIALS LIST SOUTH ALLEN ROAD 3:: Lj _j W 5 _j MEDIAN PLAN m _j z >-l-ow<mw c" ESTIMATED QUANTITIES FOR PLAN CHECK SOUTH ALLEN ROAD w z z 0 Uj 0 0 STRIPING & SIGNAGE PLAN BIDDING PURPOSES. MUIRLANDS PARKWAY o i-- US 0 u- V) n; uj u_j Z u- uj MEDIAN PLAN STREET IMPROVEMENTS PHASE 1 PHASE MUIRLANDS PARKWAY PHASE 3 STRIPING & SIGNAGE PLAN MAJOR ARTERIAL (SOUTH ALLEN ROAD) 0 MUIRLANDS PARKWAY lt:�F��l 7�6 ROUNDABOUT DETAIL 12 LF 0.45' A.C./O.50' A.B. T'SF' STREET SECTIONS MATERIALS LIST V)- 0 3:: Lj _j W 5 _j m _j z >-l-ow<mw c" ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. w z z 0 Uj 0 0 NOT TO BE USED FOR BIDDING PURPOSES. zm owoo 5 0 5 0 cr_ o i-- US 0 u- V) n; uj u_j Z u- uj STREET IMPROVEMENTS PHASE 1 PHASE 2 PHASE 3 TOTAL MAJOR ARTERIAL (SOUTH ALLEN ROAD) 0 LF �(3 lt:�F��l 7�6 LF 12 LF 0.45' A.C./O.50' A.B. T'SF' ,, LLJ Uj LL_ No-, P SF 1 HrM SF 187;7-t8 SF164,&3 LOCAL COLLECTOR (MUIRLANDS PARKWAY) 1,915 LF 5"188"rO LF '" 1 -?S 4-94 LF 2,009 LF 0.30' A.C./O.40' A.B. SF&4-,'Ti4- 0 SF 0 SF &5;� SF 6" CURB AND CUTTER 3,924 L F 12. S -8-7t LF 1,649 LF &,45`1 LF Cp r4l 8 COMMERCIAL DRIVEWAY SF 0 7-88 SFO 0 SF 5-,9-7+ SF 0 SURVEY MONUMENT ENCASEMENT 6 EA �FA , `1 �EA 7 EA METRO STREET NAME SIGNS 2 EA 0 EA 2 EA 4 EA TRAFFIC SIGNS EA 7 17A E 62? WHEEL CHAIR RAMPS 4� CT_1_0�� -20- "'A EA 3 EA EA I'S STREET LIGHTS (LED) 16 A 2 EA EA 22 EA SAWCUT 36 LF 0 LF 232 LF 268 LF TYPE "A" CATCH -BASINS 0 EA 1 EA 1 A E 2 EA MEDIAN CURB 3,972 LF 1,782 LF 3,122 LF 876 CHRISTY U-21 DRAIN INLET (TEMPORARY) 0 EA EA TRAFFIC SIGNAL INTERCONNECT 0 LF 876 LF 1,684 LF LF 21�(po STREET BARRICADE 4 EA 2 EA 0 EA 6 EA T —I- L L L L1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — .974 — C14 WHITE LANE _j -------------------------------------------- _F_ T _T -T + 4- -4- -4 1-- --_I_ L —H U,)- I J L —L _J L _j F_ F_ j I _F T 5 il L Ll -il J L L -1 L -1 J L _j —I F -T --]-_T__1_ - T T T - _T TENTATIVE TRACT 7372 T T _T J_ -1 L L—i I _T T _T _J L -I- _j J_ F F_ T TCB#2 (on I Ill I < 3CB#2 TRACT 7347-1 co- Nl� Y.B. 63, PG. 117 T - HCP LIMITS PER THESE PLANS41 L9 r" 'I-, __ 1-1 _4 AREA=23 50 ACR1ES 8 L N, 7 _j z < I SUMP L I L.Li Lu V) < 1= till ----------- 12- __1/ ----------- 4� a UIR��S 6 Ptts 12 10 10 11 PHASE 3 '444 y PH -AS -E 2 L26 7k72 5-t, L23 "-Mftft - DRILL SITE L27 -t 1 19 111� 7 N t- 04 04 0 Q� (NOT A PART) 1 00 _j 04 I N bj ui C—"Jl _j C/) , Ill 4a = L21 11 0 0 -ICL < LOT 4 _j Ill (/) 1 6 a_ cv PARCEL MERGER 20-0084 Ld 0 TCB#1---4 LLJ [?I cB#1 it I LOT 3 KEY MAP LEGEND 3 PARCEL MERGER 20-0084 0, SHEET INDEX NUMBER DIRECTION OF DRAINAGE CONCRETE MONUMENT => __j L31 <> LED STREET LIGHT 0- P719 CB#1 2 CATCH BASIN w/NUMBER C,4 _j + PROPOSED STREET NAME SIGN L33 TCB#2 me TEMPORARY CHRISTY CATCH -BASIN w/NUMBER to 0 EXISTING MONUMENT _j I m 1 11111111111 ?1 SCALE: l'--200' 9 4 g a a As *4 k..) co W% 01) to co C:) �to F_ <ui > a) x < Li- a) z C�4 W (w C45uj (1) cy) z a) Al 0 co Z cv) LLJ LLJ 's C14 F- 0 C) 0 CL L I n ;2� co�7(� z ,-r"7j - >_ CL UjF- L) cl 0 0 ouim Wzo< uj W _j < < M— ___J0E-WW F-00<MWMO < 00 < C) CL c) U) C'4 < uj W n m 1> U) 0 w < -j 0 Fmm z Ad, U) 03 0 0) UNDERGROUND SERVICE ALERT > 0 OF SOUTHERN CALIFORNIA 0 V)- 0 3:: Lj _j W 5 _j m _j z >-l-ow<mw c" z z 0 w w z z 0 Uj 0 0 UJ _j Z 3: �5 0 a- < �- F- zm owoo 5 0 5 0 cr_ o i-- US 0 u- V) n; uj u_j Z u- uj m Li uj z moz5<Zzmw Z_ el < U) >- P: ii__ __j �: uj U -J W , w w 0 o < < u uj _j <0,00 m p a U) LLJ Ld x uj u -j V) F- < 0:� Lj F- --i 0 0 w e Lj Z 0 LLJ =: Z F F- cr X F- :D ox ,, LLJ Uj LL_ No-, P U) m:Z 0 Z 0:� F- U) < owo— 5i Z Lj- I-- 0 0 U) U) < 0 M E:c m F- iy� w 0 0 U) M w 0 D Lj 0 LAJ 0 (/) 0:0-000, u) m L—L- M z 0 Lj <5 z . o bi V) F- W (,n - W W �5- m lzn LLJ m �2 0 1,- 0 �� z < z < C) Q: in CL Z Lim U -j 0 uj 0 Z < g �� -S- F- a As *4 k..) co W% 01) to co C:) �to F_ <ui > a) x < Li- a) z C�4 W (w C45uj (1) cy) z a) Al 0 co Z cv) LLJ LLJ 's C14 F- 0 C) 0 CL L I n ;2� co�7(� z ,-r"7j - >_ CL UjF- L) cl 0 0 ouim Wzo< uj W _j < < M— ___J0E-WW F-00<MWMO < 00 < C) CL c) U) C'4 < uj W n m 1> U) 0 w < -j 0 Fmm z Ad, U) 03 0 0) UNDERGROUND SERVICE ALERT > 0 OF SOUTHERN CALIFORNIA 0 DATE 10/29/2020 PA JOB No. 3151 H DIAL TOLL FREE 811 E > AT LEAST TWO DAYS BEFORE YOU DIG 0 1001 opoolmo OF 13 SHEETS '7 0 DATE 10/29/2020 PA JOB No. 3151 H DIAL TOLL FREE 811 E > AT LEAST TWO DAYS BEFORE YOU DIG 0 1001 opoolmo OF 13 SHEETS It ollialiklil akfilwilim?mwo 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 Or 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 -1 2. 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 SHOWWON 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 Or 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 -CON INUEDI 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, t$ 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(B), "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, $1 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. 1& 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 GRINDINGISHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, $$ CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. k 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. MONSOON mmUmm-m-mm- I R 1 1111 rMIMEMAIRGERIM Ira I Wim- EffillMn ',IN 1111 j'LqMjl=Mjajlk4 I CITY STD. NO. DESCRIP11ON CITY STD. NO. DESCRIPTION ST ST -1 STANDARD TYPE 15 POLE (STREET LIGHT) CURB AND GUTTER TYPES "B" AND "C [:1 ST -29B ENCLOSURE CONFIGURATION EXAMPLES -23.2 ST -2 MEDIAN CURBS TYPE "M" "M-1" & "M-2" 0 ST -30 COMPACTOR ROLL OFF SPECIFICATIONS -23.4 ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" [:1 ST -30A COMPACTOR ROLL OFF SPECIFICATIONS -23.6 ST -4 ST COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE $)Bl$ STREET LIGHT SPACING SUBDIVISION TYPICAL ST -31 EDGE CONDITION DETAIL PAVEMENT SECTION 0 ST -4.1 LIGHT BASE PLATE DETAILS AND LOCATION DETAILS COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE �pcll -25 D-9 DRAINAGE BASIN 0 z w ST -5 ST COMBINATION SIDEWALK ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET D-14 CATCH -BASIN, TYPE "A" El ST -6 -27 DETACHED SIDEWALK ST D-15 CATCH -BASIN, TYPE "A-1" 0 ST- 7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" -29A D-1 7 GUTTER DEPRESSIONS E] ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE �) B D-20 SIDEWALK UNDERDRAIN [:1 ST -8 CONCRETE RIGHT TURN LANE INTO COMMERCIAL OR SW -2 STANDARD MANHOLE PRIVATE DEVELOPMENT SW -2A STANDARD MANHOLE NOTES [:1 ST -9 CROSS GUTTER 0 sw-3 STANDARD MANHOLE DROP CONNECTIONS 0 ST -1 0 CURB RAMP [:1 SW -4 MANHOLE SIZING CHART [:1 ST -11 PAVEMENT PATCH [1 SW -5 STANDARD SEWER CLEANOUT [1 ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS [:1 SW -6 FRAMES AND COVERS FOR MANHOLES & [:1 ST -12A TRENCH BACKFILL AND COMPACTION REQUIREMENTS CLEANOUTS 0 ST -1 3 [:1 ST -1 4 [:1 ST -1 4.1 [:1 ST -15 FE_�� Fmil 0 ST -16B ST -1 7 ST -1 8 STRUCTURAL PAVEMENT SECTION LOCAL INDUSTRIAL CROSS SECTION LOCAL STREET CROSS SECTIONS LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL NEIGHBORHOOD DESIGN � STANDARD & ALTERNATE COLLECTOR CROSS SECTION WITH BIKE LANES ARTERIAL CROSS SECTION WITH BIKE LANES DETAIL HAS BEEN REMOVED ALLEY CROSS SECTION DETAIL HAS BEEN REMOVED SYMMETRICAL AND OFFSET CUL-DE-SACS ST -21 STREET KNUCKLE ST -22 SURVEY MONUMENT ST -23 STANDARD TYPE 15 POLE (STREET LIGHT) ST -23.1 PULLBOX ST -23.2 COMBINATION METERED/NON -METERED PEDESTAL ST -23.3 NON -METERED UTILITY PEDESTAL ST -23.4 BADGE NUMBER STREET LIGHT ST -23.5 BADGE NUMBER TRAFFIC SIGNAL ST -23.6 STREET LIGHT SPACING TYPICAL -PROPOSED ST -23.7 STREET LIGHT SPACING SUBDIVISION TYPICAL ST -24 ST -24 HAS BEEN REMOVED (SEE ST -23) FOR STREET 0 LIGHT BASE PLATE DETAILS AND LOCATION DETAILS ST -25 ST -25 HAS BEEN REMOVED (SEE ST -23) FOR STREET 0 z w LIGHT PULL BOX DETAILS ST -26 ST -26 HAS BEEN REMOVED (SEE ST -23) FOR STREET 2E LIGHT POLE NUMBERING ST -27 REFUSE ENCLOSURE AND CONTAINER PAD ST -28 GATE DETAILS FOR REFUSE ENCLOSURE ST -29 ACCESSIBLE TRASH ENCLOSURES ST -29A ACCESSIBLE TRASH ENCLOSURES 01 ral lk T-1 STREET NAME SIGN, POST TYPE 0 cc <: Z: T-2 MISCELLANEOUS SIGN DETAIL T-3 STREET SIGN PANEL MAST ARM MOUNT T-4 ARTERIAL EXPANSION WITHOUT BIKE LANES AT INTERSECTION WITH ARTERIAL OR COLLECTOR T-5 ARTERIAL EXPANSION WITH BIKE LANES AT INTERSECTION EL WITH ARTERIAL OR COLLECTOR T-6 COLLECTOR EXPANSION AT INTERSECTION WITH ARTERIAL T-7 COLLECTOR EXPANSION WITH ON STREET PARKING AT LL INTERSEC11ON WITH A COLLECTOR T-8 "T" INTERSECTION EXPANSION AR TERI AL/ARTERI AL T-9 "T" INTERSECTION EXPANSION ARTERIAL/COLLECTOR T-1 0 LEFT AND RIGHT TURN LANES T-1 4 ONE WAY MEDIAN OPENING WITH 14' MEDIAN T-1 5 RESTRICTED ACCESS T-1 6 MEDIAN END DETAIL AT INTERSECTION WITH LOCAL STREETS T-1 7 ACCESS LOCATION T-1 8 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS T-19 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS T-20 RESIDENTIAL CIRCULAR DRIVEWAYS T-21 TURNAROUNDS FOR STREETS TO BE EXTENDED T-22 DRIVEWAY GRADES T-23 BIKE LANE STRIPING T-27 BUS TURNOUT DESIGN T-29 CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATIONS T-30 TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND PULLBOXES T-31 TRAFFIC SIGNAL INTERCONNECT -WIRING AND PULLBOXES T-32 ROUNDABOUT "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 0 RSP A88A & B d T_ z C) cy") cy) 03) LC (c U) C 0 T - Lu Z tl- CN Cr T_ 0 (c 0 > 06 Ll U) 0 U) z C\ UJI (c 06 w (al) c, Z!7 (al) U) ON z ." Or LLj W cn T_ C,4 (c, CD C) CN T_ CmL L As Amkk >_ U) < u) z j ON .01k AN n 0 z k'00 0r) F- Ld Ld r V) I 0 ,(-Y)ll I I 1v_AI I I W z 0 c- > LLj EL ui LL PA JOB No cr_ 0 w w 0 0 z w co Z w F- 2E () W > w w w ) 0 LL w LL w CL a As Amkk >_ U) < u) z j ON .01k AN n 0 z k'00 0r) F- Ld Ld r V) I 0 ,(-Y)ll I I 1v_AI I I im q) 0 CL E I-, F LO COB RECORDS No. 4i OF 13 SHEETS W z 0 c- > LLj EL DATE PA JOB No im q) 0 CL E I-, F LO COB RECORDS No. 4i OF 13 SHEETS � CO (SOUTH ALLEN ROAD 0 . - M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. . 50ILS REPORT GRADING RECOMMENDA11QN5 (CONTI M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. . I � - U. F31 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. I FLOWLINE STATION . M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Both fill and cut slopes will be subject to erosion immediately after grading and should be F5_1 SAWCU T TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE uc,;2u-u_ DETERMINED BY CITY OF BAKERSFIELD ENGINEER. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL F-6-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-30. INTERMEDIATE PULL BOXES NOT SHOWN. U.1 Ul IWO �,L- M CONSTRUCT SWALE AT FUTURE CURB & GUTTER FLOWLINE. PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE FM CONSTRUCT TRAFFIC SIGNAL CONDUIT & PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. I F -fl INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) co W V) 1E < CW, W _J i.- 0 D F1_0_1 CONSTRUCT COMMERCI AL/M ULTI -FAMILY DRIVE APPROACH TYPE W PER C.O.B. STD. ST -3. HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS Fffl 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. a. :� Z 0 t�: Z R UJ 0:,:: 0 ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. . SOILS REPORT QRADING RECOMMENDABONS control, and immediate planting with deep -rooting, lightweight, drought -resistant vegetation. An THE FOLLOWING IS AN EXCERPT FROM THE SOILS REPORT PREPARED BY PREPARED BY W C/) = U.1 Z CI) I vi 0< SOILS ENGINEERING, INC. JOB NO. 20-17707, DATED AUGUST 21, 2020. THE CONTRACTOR EXISTING STREET LIGHT MPLETE COPY OF THE SOILS REPORT. erosion control geotextile may also be used in combination with vegetation to control erosion. . . EARTHWORK RECOMMENDATIONS 110 ,V I . "Earthwork Specifications," in Appendix A are'provided for general guidance in preparing site In following , l,- Z J U.J - :2 grading plans. addition, the specific recommendations are provided and supersede I 1 � the latter wherever discrepancies may exist: 0 1 � � i I EXISTING SURVEY MONUMENT - PROTECT IN PLACE. �4 i A. COMPACTION AND OPTIMUM MOISTURE �11-`_ I LO :M � i �, Unless otherwise specified herein, the terms "compaction" or "compacted", wherever used or O�z (D 0 � I i , �, implied in this report, should be interpreted as compaction to ninety percent (90%), or greater, of 4- M � the laboratory maximum density (as determined in accordance with ASTM Test Method D1557). + C.0 UO � � I I �� The term, '�Optimum Moisture," wherever use or implied within this report, should be interpreted n 0) i � i as that obtained by the above described test method. . 0 1� 14, i B. STRIPPING -_____ -11--_,, + (O � i i - ---,-" __ I ro ; � i I . � SQILS REPORT GRADING RECOMMENDA11ONS (CON . 50ILS REPORT GRADING RECOMMENDA11QN5 (CONTI - - - - - - Storm Drain Inlet Protection SE -10 I � - U. FL I FLOWLINE STATION . -TIN Geotechnical Engineer. The contractor shall provide sufficient notice, prior to import operations, Both fill and cut slopes will be subject to erosion immediately after grading and should be 11 I'll 3111111111011111NIX1111111111111111 uc,;2u-u_ _<S)_ 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 designed to reduce surficial sloughing by implementing a permanent slope maintenance 42+35.28 U.1 Ul IWO �,L- RT PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE perform t he above tests, the contractor shall provide a means by which the Geotechnical program as soon as practical after completion of slope construction. . /-Stabilize area and co W V) 1E < CW, W _J i.- 0 D I I I I ii � 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) which is being imported to the project. ' Slope maintenance should include proper care of erosion and drainage control devices, rodent grade uniformly a. :� Z 0 t�: Z R UJ 0:,:: 0 43+05.28 APPROVED BY CITY ENGINEER. RT control, and immediate planting with deep -rooting, lightweight, drought -resistant vegetation. An around perimeter W C/) = U.1 Z CI) I vi 0< _CD_ EXISTING STREET LIGHT F. DRAINAGE erosion control geotextile may also be used in combination with vegetation to control erosion. Z -11 0 W 0 < a �- < c6 = --i 0 W �- L>U M GeotexTile X �_ I Blanket Sill. fence Per SE -01 Z * MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. I The finished ground surface adjacent to the propose bridge foundations should be sloped to Experience has shown that slope performance is largely dependent upon proper slope I 1 1: I slope X 2 Lu �- < Z Co Lu § ;� Lu = 0 (D I- F- - co Z �_ 0 i5 0 U_ != 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. provide positive free drainage away from the structures. No areas should be constructed that maintenance (i.e,, planting, proper watering, clearing of drainage devices, etc.). Slopes properly 3 Min " /I 7 " I - I b MIN �_ CO C:) g <W!� =) Z Z �5 0 Lu 3.1 0 (n co (D SEWER MANHOLE would allow drainage generated on the site, or water impinging upon the site from outside placed and conscientiously maintained are not expected to display excessive raveling or I Drain inlet ?I )) I � �,//\ // V MAX A V12 cr- a. 0 0 Lu g 0 0 SEWER CLEANOUT sources, to pond adjacent to or near the proposed structure. sloughing. 1�111 ... ��,�,�''I'��'ll''�� ... � ...... , ,,� 1, '' 11 Note: >11_� ./ . . . . . . "\' a Z a. i-- < Z . - W_ 3-. 2 R Z 0 ,- CW1 <WO 0 STORM DRAIN MANHOLE G.SLOPES ��,, �� I 1 1i :T. A Q1 Remove sediment before reaching - ---\/I'-- "4� -LL?�:02>-W . L) < aa (.) _Lu �d 0 0 U) Z 00mozo W `8 - - � CURVIE I /-\D E I one-third full. U)z Lu 7177 III ..#� - - — STREET RIGHT-OF-WAY Both fill and cut slopes should be constructed at 2:1 (horizontal to vertical) in accordance with CURVE RADIUS LENGTH DELTA TANGENT I D Section A -A WW V5 0 U_ - A - - A - PROPOSED EDGE OF PAVEMENT the 2019 California Building Code. Finished slopes nearer than five feet from building foundations should be graded no steeper than five horizontals to one vertical (5:1). A slope l-,'_ - I e i 95.oe, 1 :3g-9:7, 19weel'o4d, 25.oE), - L I W 9 PROP SED STORM DR IN ratio of two horizontal to one vertical (2:1) should provide adequate stability for slopes farther _ _1^11��,^, - . Q 0 3: < ozo< - - - - - - PROPOSED SEWER MAIN than five feet from footing lines. . FFIC SIGNAL INTERCONNECT The fill slopes shall be compacted to a minimum of 90% of ASTM D1557 and in accordance with the Guide Specifications for Earthwork, Appendix. A. This may be achieved by overfilling - "' - - '6�` - 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 The cut portion of the slope should be constructed first. Prior to construction of the fill slope, FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. � incompetent surface soils should be removed from the top of the cut. . Areas to receive fill or to support structures, slabs or pavements should be removed of all I vegetation, debris and disturbed soils. All existing uncertified fill soils should be excavated to � expose competent native soils. . 11 X Existing underground pipelines, private sewage disposal systems and any water or oil wells, if , 4jJ 1. �- CL �11 11 � I IIW AJ '. encountered during grading, should be removed or capped in accordance with procedures -J < I 1,- C)- l-_ 1�,, _J -.r considered acceptable by the appropriate goveming agency. Tree roots to 2 inches in diameter -0 . Concentrated ___� , Rock filter(use if flow STATION OFFSET 41+95.28 54.00' RT C6 0- 0 0- (n (ILL 1<-__. lllinel_171_�, r_X_ 1111 11,11 I I J_111Z - X � 11 / Z W 0 �! 0 < W 9 WE Z EL iF w a CO) 0 X I - — I I 11 *11�ro 00 PO 42+35.28 , 56.50' RT 0 §i ._1 V, sedimenz trap 42+75.28 61.50' RT I I I I ii � I I CL TEMPORARY CHRISTY 42+95.28 63.38' RT 43+05.28 (BY SEPARATE PLANS) RT 43+15.28 __�3.84' f 64.00' - RT - Concentrated ___� , Rock filter(use if flow . Z CC 0 ;2 a UJ < 1-- Q W < UJ T 0 25 0 Ix flow is concentrated) 1 I 0Z C6 0- 0 0- (n (ILL 1<-__. lllinel_171_�, r_X_ 1111 11,11 I I J_111Z - X � 11 / Z W 0 �! 0 < W 9 WE Z EL iF w a CO) 0 X I - — I I 11 *11�ro 00 PO 0 0 3: UL1 Z LU < LD UJ A I --- I I 0 §i ._1 V, sedimenz trap " Uj LO (n C5 Z 0 i.- 0- Z Z Z U_ V_ I I I I ii � I I CL TEMPORARY CHRISTY 0)+ W 0. M co 0 , I I 11 * I I : I I �1.1 (BY SEPARATE PLANS) ---Drain inlet 7X + %- , -t C0 LU D = �- 0 Z 25 co Z<ww 0 W 111 - NOT TO SCALE I - .11 1 I— r_=_=_=_t �_______r ,I I I I A 1-1 A -4- _J U_ Z -11 0 W 0 < a �- < c6 = --i 0 W �- L>U M Sheet flow . I I 1 I I I I " W :2 0 :E LLJO W W CL =: W < ow -.-Ji 1,- �k I -...- I , I - - I -.J* 1 Geotextile W U_ 3:Zt--=>0_J0( r_ J) � I ; 'I I : f I " Blanket <<03: . W LU 0 0� W �;� U- Z 5 c= Lq !2 ca U1.1 0 I -, : I .00- . Silt fence Per SE -01 UJ UL1 < a te Z �R: U) W!� ino > >: Lu i.- - (n (9 co - 0 CO COO CD :� Z Z W W I 11 1�. X, I I L -------------------- J X . :) W Z 0 5� co !� T S Q Lu 0 ,a)- > I- UJ W 0 6 UJ Z _ c/) C/) 0 � D I � ___X - Cr 0 ui Z I— . is I \ \ - �_ � 0 should be removed. . 00 �� W= i / NoLes � 11 �_ - 2) I 0Z Z 0 �______________ . M ____ 0 2'6" Below � 11 / Plan CD � c6O \\ ,q -M FUTURE 41+52.61 (53.22' LT)= *11�ro 00 PO 1. For use in cleared and grubbed and in graded areas. ? 2. Shape basin so �hat longest inflow area faces longesz length of trap. co r1r 1 � *1�00 I . Z 00 C%4 0 §i FL 41+52.66 -----\ " Uj LO (n 3. For concentrated flows, shape basin in 2:1 ratio with lengih oriented towards direction of flow. i::!� 0 ' % " . \ LO . CL TEMPORARY CHRISTY 0)+ 90% DI PER)OTECTION TYPE 2 . ) LO flo I (BY SEPARATE PLANS) U-21 CATCH -BASIN + %- , -t . NOT TO SCALE (0+ (\, + 00 "I 001`0 Z 53 STREET R/W DEDICATION TO -4- _J U_ 11 I APPROXIMATE DAYLIGHT i LINE I A _ � Prior to soil compaction, existing ground surfaces should be stripped of surface vegetation. A 1-11, _J 1 \ , / ; stripping depth of one to two inch should be adequate. In no instances should stripped matedall I U_ � �. "I (o �2 � i � . � APPROXIMATE DAYLIGHT LINE be used in engineered fill or blended with and compacted in original ground. �1_ 0�1 '_1_____ I--,----- / ___ - , � ____ — _-�,_,!�"� - - — - _;;-- _�_.;_ ��;.-; �/111_1� I __ I _�, pe) _J D TEMPOR RY SUMP I II -It Ul I UI- tiAKtK�iIItL ljtt< U_ SHALL BE PRIVATELY MAINTAINED DOC. NO. 220146270 O.R. 1 �W7� _____11_140w_."_.."�_�_� _��4!� - - — - - .......-m- - - - � - � - - � - - � . - ..I- � - - - — - - -,_-----__,___,_________,_-_ __ - - - !!! = , _-=-_Z--_.��_:;;;-_. 11 __ __ ______ _%.,Z__ ___ I / 10 SEE DETAIL I 3 01- 11 `Qm� — — — — — - ", " . , ____ -----. it, .- - 1:_1____:5-_ =_ 9 __ — . Z ::ro.. `Y____�.� __ =-�--,---------�-------�",--,-"---- ____-____;1 .._01 �0�- - — - - --i 0 EN H- --- - . - _.o -..;; ==7- r___� - I-- - I r ___ r _--: � � Z - 7 1 =' Z - --.T.;".;.-- *1 .-- T. = 7 - - ow , - ___1 -1 -, ,,,_ � - 11 1, ___ - - = — — -_ — -� _R � ,,1�7—_ "I — — — — - ��.= =-_ Z.-- = I zz- — — — .;--. .� -%W—" --..r-- — a-- =�_—_-=-.=-.=7Y.�.=7-_=_ �__ - 7 __W .; _� Z --- = - =_ - C. GROUND SURFACE PREPARATION - - 1\--c7#- - ______ — 11 43+15.28 (31 1 ci 36+41.1 7 (25' LT) . 7_____ 41+52.60 (30.23' LT) 11 \-El - ________ --"- 38+65.28 (25' LT) _� - - E V �� 11 -7��7 ------------------- _ - 777-=7� . If drilled pier foundations are selected, earthwork operation shall consist of proof -rolling the near BEGIN EP � �, W - - _'��-`--- 349.5)_______'___1 _� - - - - LOW PT EP---- _-,---(349.5) — 35O." . - ___,________.__ ".- 11�"11_1'11 611\L0 -cc) ANGLE PT_EP-__ ___ - I - - - - - - -�7- -.- - I\, - - - - . -% -;;----'-- 7 - - - -Z - - 7//- -1 -� - U') -*. -"-,-- !!�_77�___- -7/1 _77-77=__ ---7-------------- 41+95.28 (31' LT 111lb- � - - . _/� - - - = __Z_ -F- - - - -7/1- - - - * - � I ) I ___ - % �-- ,7/r ( 7/1-----/, ,-- _-___,___1-_- __,_____, - � , , 'r'N ,_� 7_�_�� _________ -7�� - �7- surface soils and minor grading to extend and level proposed foundation areas. 7, 11 - _� / -17- __ 4, -- //"; I �00 . 7!- - - - N ____I___-__________,_, If the proposed biridge is founded on structural mats, the upper seven feet below proposed I 1\ ��, \ I 0 1 \_, " I - �, I_ 00 _ _-, ]_ ---"-"/ rd� , __________,______ foundation bottoms in proposed bddge abutments should be compacted in accordance with the _/,� 1 15, * i�/,] I t I following procedures: ,-----3&___' 1-11--_ - `,\�?,,� I I'-__1!,,__ - � . t —3 1 8- 1 I - — - . I - -1 1 . Excavate earth material to a minimum depth of five (5) feet below the bottom of ----____, _'_____^ 1� -__1 �,___ I I \_ [I 11 , ___1 _________ -1 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. \ 36 + 41-21 9 1--.- '\� 3 1 �_M _1__��,_.,____1 I . ---- _ ------ ___I 2. The bottom of the excavation shall be reviewed by the soil engineer or his or her r - - -A0 - ,---,____,_,-,-",-�-..-��l---,- fln -?�77 1 E0 -_4 1 representative prior to any backfill operations. - L, I IL- __`-------(352) ---__,_, I I \___ A. 11 1 3. Moisten excavated and imported soils to near the optimum moisture or to a moisture . ?U:1____11__-___1 I ____ ____ � � 11'_�1'_'_____ consistent with effective compaction and soil stability. Compact moistened soils to a i ,_________P___ �,=�11 � I/ I I� � ------- ________, "" I - �Mf;llr_ _,,,_____:=_= I 11 ___ � - minimum of 90 percent of the maximum density obtained by ASTM Test Method DI 557. � TS1 'MI-_ �,'1_1 I / 11 I — - v ""'I � - - — - ��Mj-;"_.11, , �, \ f I � A — H iNii 11 'i 1 140\�, � (� 4. Work to lines at least ten (10) feet beyond abutment -edges. 6 N! " !Nli! 1 "', , _-,--,,- ill �I�Ifl i ii � - ,--,-V) -,___.______ � if I lh�` � l If abutments are supported by drilled -piles and pile -caps, ground -surface preparation, �111 �_ ---,---,,,�l.---,------'I�,i'�l�� !!ill! 1 l i ___'_____1 I I ilifl; 1 i / � Z N�ii mijl � � I need only consist of levelling and compaction of near -surface soils to provide a firm base ('352) UJ likii jlp�! [I / ", " for pile -cap construction. :2 ! 1! I 111 1" i / / /111__-,____, r -A U-1 hkii , , I � Pavement Areas: 11W ____ )__-J"'I��a! , I , " ! / )_ > 1! 1', (349 � ...... _,:,,1,11 �,, ,, � / �0,��,,\,'� I -, � / 0:� 0 " "-_ �� ... ___�-,,,e ! I 1� __ , ! I" -", --- __ ,� "" � f f lsl\,�,� " ', ,_-, _____J I / < 11 X � " " / '_ "_-, . " ��'_ , I If paved access roads or tarmacs are constructed on the site, pavement subgrades should be / C) --�Q_ i �- ,,-, / I I l-- M i � �--- '-,- --_1 I i i ! "Ill / I prepared as described below. / Z W 1, � � 1--1 / . 11 ::) _, � 1 -__1 / ,J 1 1 -, 1 0 -0 Z I i /', ", I / / Ground surfaces to receive concrete or bituminous pavements should be scarified and k M 00 �,_�,_A / �', I _____, J .M "I/ V / ,/� / ,-, compacted to a minimum depth of 12 inches below the grading plane in cut areas or to 12 1 F_ 00 � /1� / I 11 0 1 '-t (O 1-," i " 11 inches in areas to receive fill. Engineered fill placed in proposed pavement areas should I U-1 *_�, I/ � � ? ,I / I , i i 7 / -:) . i � � I conform to the requirements of Section 5.4, "Placing, Spreading and Compacting Fill Materials," 0 (0- ,I f I'll W -,d_'-d- � I � 1 of Appendix A. 0- , - + 1 �� 11 �� I f -.0. CD i t . I Compaction in proposed pavement areas should be a minimum of 90 percent of the maximum + r) I 1 i � � co _J I f ,I density as obtained by ASTM Test Method D1 557 and should extend to a minimum of two feet I � i to �� I � � I ! t beyond the outside edges of pavements. � I __ - - - TS I � __ .. --- i's M TS1 — TS1 — TS1 _________:_1�111 TS1 - __ - - —1--1117-777 4 1_� ... � - - W___ I I - _ - � � - - � - - � - - _. - - - - - I TS1 Tsi - �, TS,, - - _�� 1- - 1---1 F =r, - _� — - - — - - � - __ "' N \,�,_1-11____11".-__, I/ le 40' C< )�2 STREET R/W DEDICATION TO-/ I (b IG1 39 ,`_�", THE CITY OF BAKERSFIELD PER `__" DOC. NO. 220146270 O.R. ,�--,, cr- I � --.--,----��l-l��,,�-----,�-"--�---- -----,---,-�__,--,-----,-------- - I I L_A__I_A -, - _11-__ 1_-.1—�� -- — - — - ��------"-.-�--.,-;;r-----�--- __1____.1-_1__1_1___ -1--l-11-11-1-1— __ ___1_______-_,__,___ I - - - __ — 41 NOO-56'51 L_,________,_,____4 - _____________________ ___�.,"� ... !'' 159 40 1 " 1 _______________I_=�__ -I----.----- --,----�---"---.------��---,-�-,-"--�-11----,---�-,�:!�-- _!_____ I --,--- I __E______1_ 1. - I - - I _____________� I + I - - , I I I I 111111111�� 4 _ . _ I ------,---- __:________,____,___1_-_- -��-.-�-,---,�l"--�-,--,-----��----.,,--,.�-------,--, -----,--, I M-\ I S, __,� ........ �', I - 3 NI . (35A�� .. I 11 I I , 11 __--, - I 11 ,------,, L-�l.--:��"-----,--,----",-------,-------=i ---�------------�------,-.---��-----,-T 1-1 I 11_-__1_______ ---*i,-_------- ____,_1 so I .___ l-_ 1:;Z -�, mi— 1�_"- LOT 3 11 -11f; 1p� 0 Z - Z �--�_,,,,-,! 0 1 M(3 Z 0 �______________ . M ____ 0 2'6" Below . N W Q_ 00 Z----- It4- 00 / IN / FUTURE _J "Z3 1`0 0 W . 00 U') " Q0 . VTTM 7376 ,L0 Z . 0 §i ui + Z,/, I/ fZ co - to, (BY SEPARATE PLANS) to 117) '" C'� + Ir- - CD 0 + I 00-i ,fnL" 90% LO '.4- + ,_J rri --� 90% 90% 4- U_ 3., M - - Ql� U-1 Q_ < �_ 11 >_ i2�� XM - Z 0 (.D C> M 4 1.0 ,Rd - 00 L0 04 01 ui + Im T- + It V- _J 4- U_ /-------(350.5)----_ ' TS1 ;!!! IT -St ,_ , . _�� __. _, 14 -----(350.5 351 351 W Ld CL < 1-_ 11 - lz��< cy-, M - C:> a om . LLJ _t (D 111 00 U') " V-- Lri + T_ to It �, + , K) _J q- LL_ M 1 7----- '�1_11, 6 0 `1115 - I I -q- co < I I �__l I -_______-_________,____11_ M _ — I — — __ 1 . 1_____1 ---A I I I __ I a (OL — - .M V_ Ivr N111 _\� '%V, 1\0101 "IV, N111 N-11 _\0e, '\11' '\/- -1 . Pipe Lines, Utilities, and Electrical Conduits: I -11 I . -1 I . REVISIONS APPROVED: 1 PHASE 2, 1 [__3RiW_ (CONSTRUCTION NOTES (THIS DETAIL ONLY) ) I - STD. i Existing Utility lines traversing areas proposed for facilities, pavements, concrete slabs -on- I � 111111 I 6' CHAIN-LINK FENCE PER C.O.B. grade, or areas to receive engineered fill for future construction should be re-routed to provide -�� %�J 0 20 40 80 1 1 1 DWG. D-12. (NO SLATS OR CURBING) to an area outside the zone -of -influence of proposed foundations. - M 6 P.& 513/2,1 HORIZONTAL: 1"=40) 1 M CONSTRUCT 14' WIDE DOUBLE CATE PER C.O.B. STD. I Proposed subsurface pipelines, electrical conduit, water lines, sewer or drain lines within the FRED W. PORTER 11 DATE � - I DWG. D-13. I scope of the proposed project should be backfilled as specified below or compacted in R.C.E. NO. 74059 CONSTRUCT MIN. 0.45' A.C. PAVING OVER VERTICAL: 1 "-2' i (1) INSTALL D50 8" RIP -RAP . accordance with the same requirements for adjacent and/or overlying fill materials. MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GIRD. I S110 " #lrl7,) COMPACTED TO 95% MAX. DENSITY 50' V.C. - I I LIST OF ABBREVIATIONS (THIS DETAIL ONLY) I Compaction should include haunch area, spring line, and from top of pipe to finished subgrade. 11=9.0 R=52 i "I I I FG = FINISHED GRADE FL = FLOW LINE I 11 �2 ,�tn -7 MAWREET S. BEHL . DATE 11 W ocir.-to 0) OMO) 11 (0 Z:-H00j!:Zr- 11 a: --d-0)r-,0)0J 0(00 11 0:� -oc:) 11 Ld The haunch area up to one foot above the top of the pipe should be backfilled with .rl- (n Z to PZ: '16..ot -, il�-7i:6 O� >`d-r,:P'�9 * in EP = EDGE OF PAVEMENT I cohesionless" material. R.C.E. NO. 89698 O)Q,od- I . 05 0) 00 - "4- ,---' 0000`4-r,� O� >V)o6 jfE! 00)"O. -- P PIE Lo Moi 4 0) - o6o6q;-4- u-) W6 -4q- -i < � 0) -0- _J UJ 0 -i c,4 < r,Z o6 W * �'J 0) -J-J :X U%0 n _J -.Vc -tti.on ..4- -40- "4- -* 0) -.4-141q-to 00 ,14-po I-- '4 .4- ff) I I U.N.O.=UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK - �_ C:Iro 11 - + I r0ronto - - nporo 11 + ;:;;Po 11 -C� nin 11 I ow toro 11 C) n10 11 + = co C:) 11 11 11 W V_ -0 -r MAX = MAXIMUM When available from on-site excavation, cohesionless native materials should be used for C) C) 11 11 Ld 11 11 U -i , (1� 11 LLJ C"14 Ir- 11 11 11, 11 - 11 UJ 8 n 11 11 UJ 0 U I 1> __J C)z _J> _J "d, oo>-j .,-q- �Q_uj_j ro to 00>_J -,d- 00>_3 . = -J> _J .F- HIGH WATER ELEVATION=349.0 i.- U_ W to trench and pipe or conduit backfill. The term "cohosionless," as used herein, is defined as o6 Ckf M uj < o6O ufuu< .-;l-U.J < to .< U_> - + >>Uj< -4-w< -4- M U- UJ < - -q- < I I . . . . . . .. q- a- _J 3: . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... R-po __J 3:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 n_J -j3:. 0 . _J �:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO I N_.,:� UJ V) R:: -LO --J 0 < - Q_---� LO::�: -o�-J3'1, - n ') Ld .,�M . . material which when dry, will flow readily in the haunch areas of the pipe trench. W U�Uju.) U_ I -J BOTTOM OF SUMP=347.5 .... � W . . . . . . . . . . JIUJV)<-�'� xo�ujw*�� a-Q_�Ov) JI U-J(n <��ro mu -Jin . . . . . . . . . . . . . . . . . . . . . . . . �1�00 W _J V-00 a 4-i .�J I VOLUME REQUIRED=1,107 C.F. I . . LO 6 0--i . . . . . . . . . . 00 F� Sa- _-J . . . . . . . . . . U -13--i , " Z0 - 0--i U_0__J 00 U . . . . . . . . 111) . I Pipe backfill materials should not contain rocks larger than two inches in maximum dimension. 0) i2Uj U_ . . . . . . . . . N U-) PLUG- . . . . . . . . . . UJ U_ Iq I U_ I 02) U- .LLJLL- LLIL,- N (D UJ U_ . . . . . . . . . 80 1 VOLUME PROVIDED=1,231 C.F. I Where adjacent native matedals exposed on the trench bottoms contain protruding rock urito n , W " =:) * UJ Uri + =) * ,56 . *352 i - - c3m � - . . CS . U_ . 352 . . . . . . . 4- Lry U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (.0 + U-1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X. - LO 906 1 . SIDE SLOPES 2:1 MAX (U.N.O.) I * , ` , * * * , * , lo- be laid . . + Cn . . . . . . . . . . +00 . . . . . . . . . . . Z,) + i.- a- 0- + :D fragments larger than two inches in maximum dimension, conduits and pipelines should >_ . + . . . . . . . . . . + + . _J_1_\ on a bedding consisting of clean, cohesionless sand (SP), in the Unified Soils Classification , - _.- -CD (6. � ___ 00 K) v- V)o T.- . F__ T.- _J . . . . . . . . . . -.4-4- . /_"_� I - n I'd- .4- , . . . . . . . . . to * . . . . . . . . . . . Z) '14* Fr l.- LLJ -.4- =) Nt U_ .4-4- 0-4- 2 - ,-- - . . . . - 0 . I .0 -L - System. . . . .--I- . . . . . . . . _J . . . . . . LA_ . --r 10:� . . U_ . PROPOSED $EST fDGf F . . . . 49.9± _11- U_ E-1)(ISTINO GROUND PROFILE * . . . . . . . . . . . . . . . . . . . .. i . . F 18.2' -U-) /—FG . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * PA * VEME -N T PROFIL LA_ - - - . . xco . . . . . . . . . . . . . . . 0 . :D 1`0 __1 __ - - , . r__ * � E ___� - -[- ' . . . . . . . A T EN TERL INf - . * I * * * * * * * * * * * * I * * * * * I * * * :D X : , * __ . I'\ 1 � 4 . . . . . . . . . . C . . . . . . . . . . . . . . . . . . ___ r . , - , , � M . . . . . . . . . . . , -- I Compaction Requirements - where not otherwise specified in our plans or in these ------_ ____J_____7___, _. — -I.- , - M U_ _� ____, I /// -- - 7F___ . . LA � .— � a * , * . . . . . . . - . . * * * recommendations, the following compaction requirements are applicable to all elecftal, gas or _' _� - - - - - - - - - - - - _______________ - - - ___ __ - - - - - - - - - - -.--:.-- - - - I I : fts - - - r _ - . . . '. -,- . . . . . . --- --.:-- - . . . . . . . . . . . . . 1:�. . . . . . .- - - - - - - - -_::-�-_7__=-:--7-` . _7_---_."_.,__0---: --- - x * water conduits: 1.9;() I - - - - ,� — � .--- .., ix;n I I - I TABLE B T.O.B. I I COMPACTION DEPTH D F_ a Haunch to I ft. � - - -�7- - - - -7/111 0 , 2'6" Below Area � 111111111h. to ( rM it of Pipe to 2'6" Finished Grade to I I - A , �_It _-1 ___-----J + .�� I- of Pipe Below I � . - , - I N 0 W 1 LLI Structures -1140- � _t_____.___ --,--- I --,-- 7 I-_-_ f__ L� i 6- — — . U.J UJ � UJ i 44 '--4 37 Z -r. 11111101111J11111111111111111 90% Pavements 90% 90% 90% Non -Structural 900/0 1 85% - T- 85% 1 co t !--------�------,------�,--,---,- ; I i ; i :M3 (/) ; I Z 53 . . Z I ?: . 0 Y_ 0- LULJJ 2 W :2 0 :E LLJO W W CL 0 W W U_ 0 Lu n - 0: 0 (L I i LLJ > LLI O� I C<L I 1111111111011111111111 I V) —, _� I 0 `1115 - I I -q- co < I I �__l I -_______-_________,____11_ M _ — I — — __ 1 . 1_____1 ---A I I I __ I a (OL — - .M V_ Ivr N111 _\� '%V, 1\0101 "IV, N111 N-11 _\0e, '\11' '\/- -1 . Pipe Lines, Utilities, and Electrical Conduits: I -11 I . -1 I . REVISIONS APPROVED: 1 PHASE 2, 1 [__3RiW_ (CONSTRUCTION NOTES (THIS DETAIL ONLY) ) I - STD. i Existing Utility lines traversing areas proposed for facilities, pavements, concrete slabs -on- I � 111111 I 6' CHAIN-LINK FENCE PER C.O.B. grade, or areas to receive engineered fill for future construction should be re-routed to provide -�� %�J 0 20 40 80 1 1 1 DWG. D-12. (NO SLATS OR CURBING) to an area outside the zone -of -influence of proposed foundations. - M 6 P.& 513/2,1 HORIZONTAL: 1"=40) 1 M CONSTRUCT 14' WIDE DOUBLE CATE PER C.O.B. STD. I Proposed subsurface pipelines, electrical conduit, water lines, sewer or drain lines within the FRED W. PORTER 11 DATE � - I DWG. D-13. I scope of the proposed project should be backfilled as specified below or compacted in R.C.E. NO. 74059 CONSTRUCT MIN. 0.45' A.C. PAVING OVER VERTICAL: 1 "-2' i (1) INSTALL D50 8" RIP -RAP . accordance with the same requirements for adjacent and/or overlying fill materials. MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.55' NAT. GIRD. I S110 " #lrl7,) COMPACTED TO 95% MAX. DENSITY 50' V.C. - I I LIST OF ABBREVIATIONS (THIS DETAIL ONLY) I Compaction should include haunch area, spring line, and from top of pipe to finished subgrade. 11=9.0 R=52 i "I I I FG = FINISHED GRADE FL = FLOW LINE I 11 �2 ,�tn -7 MAWREET S. BEHL . DATE 11 W ocir.-to 0) OMO) 11 (0 Z:-H00j!:Zr- 11 a: --d-0)r-,0)0J 0(00 11 0:� -oc:) 11 Ld The haunch area up to one foot above the top of the pipe should be backfilled with .rl- (n Z to PZ: '16..ot -, il�-7i:6 O� >`d-r,:P'�9 * in EP = EDGE OF PAVEMENT I cohesionless" material. R.C.E. NO. 89698 O)Q,od- I . 05 0) 00 - "4- ,---' 0000`4-r,� O� >V)o6 jfE! 00)"O. -- P PIE Lo Moi 4 0) - o6o6q;-4- u-) W6 -4q- -i < � 0) -0- _J UJ 0 -i c,4 < r,Z o6 W * �'J 0) -J-J :X U%0 n _J -.Vc -tti.on ..4- -40- "4- -* 0) -.4-141q-to 00 ,14-po I-- '4 .4- ff) I I U.N.O.=UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK - �_ C:Iro 11 - + I r0ronto - - nporo 11 + ;:;;Po 11 -C� nin 11 I ow toro 11 C) n10 11 + = co C:) 11 11 11 W V_ -0 -r MAX = MAXIMUM When available from on-site excavation, cohesionless native materials should be used for C) C) 11 11 Ld 11 11 U -i , (1� 11 LLJ C"14 Ir- 11 11 11, 11 - 11 UJ 8 n 11 11 UJ 0 U I 1> __J C)z _J> _J "d, oo>-j .,-q- �Q_uj_j ro to 00>_J -,d- 00>_3 . = -J> _J .F- HIGH WATER ELEVATION=349.0 i.- U_ W to trench and pipe or conduit backfill. The term "cohosionless," as used herein, is defined as o6 Ckf M uj < o6O ufuu< .-;l-U.J < to .< U_> - + >>Uj< -4-w< -4- M U- UJ < - -q- < I I . . . . . . .. q- a- _J 3: . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . ... R-po __J 3:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 4 n_J -j3:. 0 . _J �:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO I N_.,:� UJ V) R:: -LO --J 0 < - Q_---� LO::�: -o�-J3'1, - n ') Ld .,�M . . material which when dry, will flow readily in the haunch areas of the pipe trench. W U�Uju.) U_ I -J BOTTOM OF SUMP=347.5 .... � W . . . . . . . . . . JIUJV)<-�'� xo�ujw*�� a-Q_�Ov) JI U-J(n <��ro mu -Jin . . . . . . . . . . . . . . . . . . . . . . . . �1�00 W _J V-00 a 4-i .�J I VOLUME REQUIRED=1,107 C.F. I . . LO 6 0--i . . . . . . . . . . 00 F� Sa- _-J . . . . . . . . . . U -13--i , " Z0 - 0--i U_0__J 00 U . . . . . . . . 111) . I Pipe backfill materials should not contain rocks larger than two inches in maximum dimension. 0) i2Uj U_ . . . . . . . . . N U-) PLUG- . . . . . . . . . . UJ U_ Iq I U_ I 02) U- .LLJLL- LLIL,- N (D UJ U_ . . . . . . . . . 80 1 VOLUME PROVIDED=1,231 C.F. I Where adjacent native matedals exposed on the trench bottoms contain protruding rock urito n , W " =:) * UJ Uri + =) * ,56 . *352 i - - c3m � - . . CS . U_ . 352 . . . . . . . 4- Lry U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (.0 + U-1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X. - LO 906 1 . SIDE SLOPES 2:1 MAX (U.N.O.) I * , ` , * * * , * , lo- be laid . . + Cn . . . . . . . . . . +00 . . . . . . . . . . . Z,) + i.- a- 0- + :D fragments larger than two inches in maximum dimension, conduits and pipelines should >_ . + . . . . . . . . . . + + . _J_1_\ on a bedding consisting of clean, cohesionless sand (SP), in the Unified Soils Classification , - _.- -CD (6. � ___ 00 K) v- V)o T.- . F__ T.- _J . . . . . . . . . . -.4-4- . /_"_� I - n I'd- .4- , . . . . . . . . . to * . . . . . . . . . . . Z) '14* Fr l.- LLJ -.4- =) Nt U_ .4-4- 0-4- 2 - ,-- - . . . . - 0 . I .0 -L - System. . . . .--I- . . . . . . . . _J . . . . . . LA_ . --r 10:� . . U_ . PROPOSED $EST fDGf F . . . . 49.9± _11- U_ E-1)(ISTINO GROUND PROFILE * . . . . . . . . . . . . . . . . . . . .. i . . F 18.2' -U-) /—FG . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * PA * VEME -N T PROFIL LA_ - - - . . xco . . . . . . . . . . . . . . . 0 . :D 1`0 __1 __ - - , . r__ * � E ___� - -[- ' . . . . . . . A T EN TERL INf - . * I * * * * * * * * * * * * I * * * * * I * * * :D X : , * __ . I'\ 1 � 4 . . . . . . . . . . C . . . . . . . . . . . . . . . . . . ___ r . , - , , � M . . . . . . . . . . . , -- I Compaction Requirements - where not otherwise specified in our plans or in these ------_ ____J_____7___, _. — -I.- , - M U_ _� ____, I /// -- - 7F___ . . LA � .— � a * , * . . . . . . . - . . * * * recommendations, the following compaction requirements are applicable to all elecftal, gas or _' _� - - - - - - - - - - - - _______________ - - - ___ __ - - - - - - - - - - -.--:.-- - - - I I : fts - - - r _ - . . . '. -,- . . . . . . --- --.:-- - . . . . . . . . . . . . . 1:�. . . . . . .- - - - - - - - -_::-�-_7__=-:--7-` . _7_---_."_.,__0---: --- - x * water conduits: 1.9;() I - - - - ,� — � .--- .., ix;n I I D. ENGINEERED FILL . Earth matefialls obtained on-site are acceptable for use as engineered fill provided that all grasses, woods and other deleterious debris are first removed. Engineered fill materials should be placed in thin layers (loss 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 131 557, "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 Gootechnical 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 3u Sieve ............................................................................... 0 Maximum Percent Retained 1 '1/2" Sieve for Building Areas ............................................. 15 Maximum Percent Retained %" 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 - . . . . . . . . . . . . . . . . . �. � - A1,._,_. _" . . -..L 'L .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ --__, .--.:--:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , * , , , , , , * * * . . . . . . . . . . . . ......... � .--,-. . . . . . . . . . . . . . �_ - - ..;_..� .41 .... . . . . . . . . . . �, - _.:.� __J' I � I GRADE0 5:1 . . . . _,*��__ - - - - - - - - _.- - -.:. - - * . . . . . :__ --7-- ---, — ._ -.;L- ____.: — . . C) - . . . _____ &�_ __�. . . . . � , I- � . . . . . . I I I I . . . . . __ . . 7-0- ---% - - - - - 4.- - '. - . . . . . . . . _. — -.� . . . . - � " - - - . . . . . . - .0- �0.50% -- TO NAT. GRD. . - - - I -- I .- - . , . . . . . . ---- *--- . . . -7 I- - �._ - -4. - - .L- - _* . . . . . . . :.- - _. __ � _1�1 ---- - - - - ..�_ �--I-4__--- 1 ------- = — __ . . . . -ar"-_ ---d. -*.,- -== � . . . . . . . . . . . . . . . . . . . . . . . . . : ... a ... � � . . . . . . . . . . . . . 7� --:- ---.% - - � .?-� - ;--: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.-.--.-.-.--.-.--0.257e- .- __ ___ I __ .-= �� . . . . . . . . . . . . . . . . . . . . . .+ .5 % . . . . . . ,___ . -�. I . . . . I I I -L-- " I , , I � . . . . . . . . . . . . . . - -. - -, . __ . - _. . . ATE= . . . . . . . � --I- . . . . . . . . I - I I I I - FURIRE FLOKINE PROFIL .__ .__ . _.T - . -347.9±- . . . . . - . . . . . . . . - - . I . . . . 348 * ... * ....... * ....... * . . . * ................... * *. . . * ... * ... * .... * . . * TING* . . . . -7- : . ._-� - - ...'_._ . . . . . . - . - - :--: _�..� - . -:- * _** * * * , * , , * * * * , * * . . . . * , * * - * , , * * * * * *348 1 — " I __ 1 36+00 1 37+00 38+00 39+00 AT PROPOSf-D 5111A'�_ 40+ 00 41+00 42+00 43+00 44+00 1 1 T_ I I 1--m L WEST FLOWLINE PROFILE (FUTURE) PROPOSiD SWALEPROFILE �_ I I I I . . I - 6:1 1 1 1 . LO 2: 1 -c.,, I - . ft 0) _1(61� - - - - - I 11 00 11 V) ..4- I I I ..,!�!- 7 50' V. C. I I l-- 7' C:) I I I I XUJ LO �_ --I I - � , I I I I ''I I M to 11 X M M 5� r, CD ,11 E r') 00 M U I I 0�_- p . I I I -C) UJ 0*3 0000 0) �>,__w C1 I 11 W C) 11 UJ I - U-1 CIO - .-'� 0 > l-- 0 11 OR P�: �- F- -1 1� U - Ui M P� co oo h:� o) o6 o6 6 uJl`-Q- oi �- a- 0; I I .0 W < r-, , C11- M X < ,,4. W < X 13 I 00 ry in . 144",Iq- 0) .14- Nt_ 00 ,It I - �_ LO o) (0 �_ �- V-) I I - . + CO- 0 ff) to -00 C3 1`0 n +0.)- in - = 1:��__ C) 01 I- . Cq a � 0 . -0 =: J L ----- M 0Z 11 11 "O (D 11 11 - c6 >_ >_ 00 so I Ilu 0 .* ,* 00 "_J J_J .+ 5�0 ,,4- 5. q< q < .�_ r '14- Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o6 M to -t Po 0 U_U_ n > . r4D -.4- M *44- M .ld-< I . . . . . . ,-: CD . . 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1G� '0 �2kd & d- �� U: (D 1:� Lo . . . . . . . . . . . . . . . . . . . to . . . . . . . . . . . . . . . . . . . . . . . . . �P� - - I I I I I . . ,-d- M . . . . . . . . . . '1�00 . . . . . . . . . . . . . to C:) UJ ."t _J 12- . �1�z . . . . . '-_10 . . . . . . . . I - 2 1 . . + . . . . . . . . . . 00 04 . . . . . . . . . . . . . V.- C.� ZO U__ . 000 . . . . . o0:Z . . . . . . ,r- % (0 " U*')* 0) " M " UJ . . IR U-) . 6 . ou? , . . - - - - - n .*.-----I - - - - - - * - - - I , . . . . . . Uri to . . . . . . . . . . . . . . . . . . . . . . . . . . 0 (D . I . 1 352 ......... 0.,-: , , * * -t * *** , ......... CD . ..................................... I . I ........... to,,__ . oo� ........................ LO . .352 1 1 I I I Mro * , * *** , *** * *** , , PUD -,- Niom'. I V_ 111 . *1% . . . . . -.4- . . . . + . nn!!� — -.4- . . I - 1\ * , *** * , * + co . . . . . . . . . . . . . + . . . . . . . +Ui - . + . . I + - + - I I I I \ 00 PO Ir- It- LO .14- __ . __+_1 . . I . . \ . . . . . . . . . . . . . . . . Ir- . . . . . po,._ . . . . . . -.4-.4. . -- to --:_ -_ — I I * \ n --d-.-i * IW4- * ,od-<n -4- 114- . x I . . . 7� . . . . . . ._J . . . f _/Y/j TING GPOUND �PROF /_� f' -. . U_ + . . . . . + . . . . . . . . 3' 1`0 1-_ I * I * \ -X . . . . . . . . . . . . . . . . . U_ I - - V_ I I - \ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE TO DRAIN * * , * * , * * -AT-PRO126SED FLOK-INE- 1`0 _J ./7il --, " . . . . . . . . . . . . . . . ..... --: . . . . . . I . . . \ - 11q_ * * * * I , * * * * * * * * * * * * * 1 W4_1 * * * I * I * * * * * * I * I * * I * * * I . . . LA_ . . - , r - -/ C� . . I . - -: , I . . . . . . . . . . . . . . . . � �_ I -T- _�_ - \ -,---_-* I . . . . . . . . . * . . . . . . - . 1/1 U ,_ma � I " - --__ - - - - - - -..Izr.. -_ - I _J == - - 23.2' 50.5±/ ___�_� TO NAT.- GRD. - . . . . _.__� . 1� - . - . . . . . - - - 6 . . - - . ___ - -------u_ ------------ 5 .5± L01 -_ -,:----- ____�=__=__=_:=__=__�� - - - - - - - - - - =--.---. ---- - - - - : I I I ' ' . - . . . . . . . . . . . . . . -7- . . . . . . . . . . . . . . . . ___ . ____ _ F", . � - 1 \ .. . ........ *350 _ --ft""". . .__ . H:_:_��'- X 1 350 ........... .................... I ....................... \ ................. .................................... I 11 1-01:1, ... _ 'Z_X1S71NG* GROUND* Pff0F1Z:F * * * * * * * ' ' * ,,__L_L___*___�_ZZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6OTE: SUMP SHALL BE PRIVATELY MAINTAINED ) -0-25% * -11,11,11,��l��,---------� +0.50% - �"hr� � � � � � I � - - - ___0010 . . . . . . . . . . . . . . . . . . . . A T CEN Tf RZ INf - . . . . I . . . . . . . "I'll'i'll�,��l��'ll""I'l��,��l��l��1.1----*O� . . . . . . . . . . . . . . . . . . . . . . . . .... 0 .............. �111�1�`________ pf ................ ........ ........ __.;111_�,,_ - . . . . . . . . . . --'**'N TEMPORARY PRIVATE SUMP IL . . . . . . . . . . . . . . . -0.2 . .+.O.�5Q% KA B" DETA 1. I - - L__:_."_C,--4_ -----.. �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __r_. .+O. 50% . .. . . . . . . . . . . . . Q�1) SCALE 1 it =20' . . . . . . . . . . . . . . . . . . . . . DESIGN FLOKINE . . . . . . . . . . . . . . . . . . . ,��''ii,��'ll''��Ill��,,��,�ll''�� .... . 0641�� 11_�� -/111�� . . . . . . . . . . . . . . . . . ............................................................................................................................. 348 348' ........ * .... * ... * ... * ... * ........ * ... ' ... * .... * ... * * * , * * * - , * * * * , * * 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 III -7372 . EAST FLOWLINE PROFILE I COB RECORDS No. . � � � - � I I I . __ = d ,T,- 0 Z I Ce) co 111% 0) LO CD Cf) Cc C:) 0 'E v - UJ Z L_ . 0 I -- loo-, >- !t- C-4 ""' < LU -ffi o? � (.) V_ (D (.) =) -0 (.0 U) (1) � = 0 06 co C0 (D (1) C/) Z -,he loldooNi (U <W Im C'4 UJ .,..;, (D 06 UJ (1) (y) Z (D C) ooMoNol L_ t,..: .6-0 ()� o (1) C-4 Z-&-, CV) Lu W CO) - T_ T_ (-4 CO �_ C:) (0 0� C) N 0 T_ CL L - I TABLE B COMPACTION DEPTH D F_ a Haunch to I ft. 1 ft. Above Top 2'6" Below Area Above Top of Pipe to 2'6" Finished Grade to of Pipe Below Finished Subgrade I Finished Grade LLI Structures 90% 90% 90% Pavements 90% 90% 90% Non -Structural 900/0 1 85% - T- 85% 1 D. ENGINEERED FILL . Earth matefialls obtained on-site are acceptable for use as engineered fill provided that all grasses, woods and other deleterious debris are first removed. Engineered fill materials should be placed in thin layers (loss 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 131 557, "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 Gootechnical 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 3u Sieve ............................................................................... 0 Maximum Percent Retained 1 '1/2" Sieve for Building Areas ............................................. 15 Maximum Percent Retained %" 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 - . . . . . . . . . . . . . . . . . �. � - A1,._,_. _" . . -..L 'L .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -_ --__, .--.:--:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , * , , , , , , * * * . . . . . . . . . . . . ......... � .--,-. . . . . . . . . . . . . . �_ - - ..;_..� .41 .... . . . . . . . . . . �, - _.:.� __J' I � I GRADE0 5:1 . . . . _,*��__ - - - - - - - - _.- - -.:. - - * . . . . . :__ --7-- ---, — ._ -.;L- ____.: — . . C) - . . . _____ &�_ __�. . . . . � , I- � . . . . . . I I I I . . . . . __ . . 7-0- ---% - - - - - 4.- - '. - . . . . . . . . _. — -.� . . . . - � " - - - . . . . . . - .0- �0.50% -- TO NAT. GRD. . - - - I -- I .- - . , . . . . . . ---- *--- . . . -7 I- - �._ - -4. - - .L- - _* . . . . . . . :.- - _. __ � _1�1 ---- - - - - ..�_ �--I-4__--- 1 ------- = — __ . . . . -ar"-_ ---d. -*.,- -== � . . . . . . . . . . . . . . . . . . . . . . . . . : ... a ... � � . . . . . . . . . . . . . 7� --:- ---.% - - � .?-� - ;--: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.-.--.-.-.--.-.--0.257e- .- __ ___ I __ .-= �� . . . . . . . . . . . . . . . . . . . . . .+ .5 % . . . . . . ,___ . -�. I . . . . I I I -L-- " I , , I � . . . . . . . . . . . . . . - -. - -, . __ . - _. . . ATE= . . . . . . . � --I- . . . . . . . . I - I I I I - FURIRE FLOKINE PROFIL .__ .__ . _.T - . -347.9±- . . . . . - . . . . . . . . - - . I . . . . 348 * ... * ....... * ....... * . . . * ................... * *. . . * ... * ... * .... * . . * TING* . . . . -7- : . ._-� - - ...'_._ . . . . . . - . - - :--: _�..� - . -:- * _** * * * , * , , * * * * , * * . . . . * , * * - * , , * * * * * *348 1 — " I __ 1 36+00 1 37+00 38+00 39+00 AT PROPOSf-D 5111A'�_ 40+ 00 41+00 42+00 43+00 44+00 1 1 T_ I I 1--m L WEST FLOWLINE PROFILE (FUTURE) PROPOSiD SWALEPROFILE �_ I I I I . . I - 6:1 1 1 1 . LO 2: 1 -c.,, I - . ft 0) _1(61� - - - - - I 11 00 11 V) ..4- I I I ..,!�!- 7 50' V. C. I I l-- 7' C:) I I I I XUJ LO �_ --I I - � , I I I I ''I I M to 11 X M M 5� r, CD ,11 E r') 00 M U I I 0�_- p . I I I -C) UJ 0*3 0000 0) �>,__w C1 I 11 W C) 11 UJ I - U-1 CIO - .-'� 0 > l-- 0 11 OR P�: �- F- -1 1� U - Ui M P� co oo h:� o) o6 o6 6 uJl`-Q- oi �- a- 0; I I .0 W < r-, , C11- M X < ,,4. W < X 13 I 00 ry in . 144",Iq- 0) .14- Nt_ 00 ,It I - �_ LO o) (0 �_ �- V-) I I - . + CO- 0 ff) to -00 C3 1`0 n +0.)- in - = 1:��__ C) 01 I- . Cq a � 0 . -0 =: J L ----- M 0Z 11 11 "O (D 11 11 - c6 >_ >_ 00 so I Ilu 0 .* ,* 00 "_J J_J .+ 5�0 ,,4- 5. q< q < .�_ r '14- Z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o6 M to -t Po 0 U_U_ n > . r4D -.4- M *44- M .ld-< I . . . . . . ,-: CD . . 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1G� '0 �2kd & d- �� U: (D 1:� Lo . . . . . . . . . . . . . . . . . . . to . . . . . . . . . . . . . . . . . . . . . . . . . �P� - - I I I I I . . ,-d- M . . . . . . . . . . '1�00 . . . . . . . . . . . . . to C:) UJ ."t _J 12- . �1�z . . . . . '-_10 . . . . . . . . I - 2 1 . . + . . . . . . . . . . 00 04 . . . . . . . . . . . . . V.- C.� ZO U__ . 000 . . . . . o0:Z . . . . . . ,r- % (0 " U*')* 0) " M " UJ . . IR U-) . 6 . ou? , . . - - - - - n .*.-----I - - - - - - * - - - I , . . . . . . Uri to . . . . . . . . . . . . . . . . . . . . . . . . . . 0 (D . I . 1 352 ......... 0.,-: , , * * -t * *** , ......... CD . ..................................... I . I ........... to,,__ . oo� ........................ LO . .352 1 1 I I I Mro * , * *** , *** * *** , , PUD -,- Niom'. I V_ 111 . *1% . . . . . -.4- . . . . + . nn!!� — -.4- . . I - 1\ * , *** * , * + co . . . . . . . . . . . . . + . . . . . . . +Ui - . + . . I + - + - I I I I \ 00 PO Ir- It- LO .14- __ . __+_1 . . I . . \ . . . . . . . . . . . . . . . . Ir- . . . . . po,._ . . . . . . -.4-.4. . -- to --:_ -_ — I I * \ n --d-.-i * IW4- * ,od-<n -4- 114- . x I . . . 7� . . . . . . ._J . . . f _/Y/j TING GPOUND �PROF /_� f' -. . U_ + . . . . . + . . . . . . . . 3' 1`0 1-_ I * I * \ -X . . . . . . . . . . . . . . . . . U_ I - - V_ I I - \ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . GRADE TO DRAIN * * , * * , * * -AT-PRO126SED FLOK-INE- 1`0 _J ./7il --, " . . . . . . . . . . . . . . . ..... --: . . . . . . I . . . \ - 11q_ * * * * I , * * * * * * * * * * * * * 1 W4_1 * * * I * I * * * * * * I * I * * I * * * I . . . LA_ . . - , r - -/ C� . . I . - -: , I . . . . . . . . . . . . . . . . � �_ I -T- _�_ - \ -,---_-* I . . . . . . . . . * . . . . . . - . 1/1 U ,_ma � I " - --__ - - - - - - -..Izr.. -_ - I _J == - - 23.2' 50.5±/ ___�_� TO NAT.- GRD. - . . . . _.__� . 1� - . - . . . . . - - - 6 . . - - . ___ - -------u_ ------------ 5 .5± L01 -_ -,:----- ____�=__=__=_:=__=__�� - - - - - - - - - - =--.---. ---- - - - - : I I I ' ' . - . . . . . . . . . . . . . . -7- . . . . . . . . . . . . . . . . ___ . ____ _ F", . � - 1 \ .. . ........ *350 _ --ft""". . .__ . H:_:_��'- X 1 350 ........... .................... I ....................... \ ................. .................................... I 11 1-01:1, ... _ 'Z_X1S71NG* GROUND* Pff0F1Z:F * * * * * * * ' ' * ,,__L_L___*___�_ZZ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6OTE: SUMP SHALL BE PRIVATELY MAINTAINED ) -0-25% * -11,11,11,��l��,---------� +0.50% - �"hr� � � � � � I � - - - ___0010 . . . . . . . . . . . . . . . . . . . . A T CEN Tf RZ INf - . . . . I . . . . . . . "I'll'i'll�,��l��'ll""I'l��,��l��l��1.1----*O� . . . . . . . . . . . . . . . . . . . . . . . . .... 0 .............. �111�1�`________ pf ................ ........ ........ __.;111_�,,_ - . . . . . . . . . . --'**'N TEMPORARY PRIVATE SUMP IL . . . . . . . . . . . . . . . -0.2 . .+.O.�5Q% KA B" DETA 1. I - - L__:_."_C,--4_ -----.. �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __r_. .+O. 50% . .. . . . . . . . . . . . . Q�1) SCALE 1 it =20' . . . . . . . . . . . . . . . . . . . . . DESIGN FLOKINE . . . . . . . . . . . . . . . . . . . ,��''ii,��'ll''��Ill��,,��,�ll''�� .... . 0641�� 11_�� -/111�� . . . . . . . . . . . . . . . . . ............................................................................................................................. 348 348' ........ * .... * ... * ... * ... * ........ * ... ' ... * .... * ... * * * , * * * - , * * * * , * * 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 44+00 III -7372 . EAST FLOWLINE PROFILE I COB RECORDS No. . � � � - � I I I . __ = d ,T,- 0 Z I Ce) co 111% 0) LO CD Cf) Cc C:) 0 'E v - UJ Z L_ . 0 I -- loo-, >- !t- C-4 ""' < LU -ffi o? � (.) V_ (D (.) =) -0 (.0 U) (1) � = 0 06 co C0 (D (1) C/) Z -,he loldooNi (U <W Im C'4 UJ .,..;, (D 06 UJ (1) (y) Z (D C) ooMoNol L_ t,..: .6-0 ()� o (1) C-4 Z-&-, CV) Lu W CO) - T_ T_ (-4 CO �_ C:) (0 0� C) N 0 T_ CL L ;;:; k, 0) LO o--* �! .,% :j Q) CL Ill- ..� LIJ . . > U U__ -* 0� W CJ 6 *11.7 W � / /.9.38 * S L W 0.0"% < . 0 4114M "") W + C) Rill - "It F<0 I � I 0C) qr"""' I C,q q;t + CD CY) %k00000woo (D 0 > < 0 0 < 0� Z W F� I � .J L) I < F� 0 r U) F_ < D 0 F� I (/) U) L W D F_ a l-_ 8 <0 0 < (-4 = Q� " LLI (L LL I I'_ cl� 0 Q_ & UL1 UJ 9 X: 0 _J .. >- 0 a Z :2 co 3� Z 53 . . Z I ?: . 0 Y_ 0- F- 2 W :2 0 :E LLJO W W CL 0 W W U_ 0 Lu n - 0: 0 (L (0 �- LL 9 a > LLI O� I C<L I ;;:; k, 0) LO o--* �! .,% :j Q) CL Ill- ..� LIJ . . > U U__ -* 0� W CJ 6 *11.7 W � / /.9.38 * S L W 0.0"% < . 0 4114M "") W + C) Rill - "It F<0 I � I 0C) qr"""' I C,q q;t + CD CY) %k00000woo (D 0 > < 0 0 < 0� Z W F� I � .J L) I < F� 0 r U) F_ < D 0 F� I (/) U) DATE 10/29/202 PA JOB No. 3151 -_ -1 111�1 SHEET OF 13 SHEETS , I Z (r D F_ a OW, Z 0 C-4 <0 0 < (-4 )_ '�� Z < r�l 3t < P, W a >W 't R :2 CL a Z :2 a— D �! i.- V) W . 0 Y_ 0- w Z 0 :2 0 :E LLJO W W CL Q) > Lu < . X . . DATE 10/29/202 PA JOB No. 3151 -_ -1 111�1 SHEET OF 13 SHEETS , I CONSTRUCTION NOTES (SOUTH ALLEN ROAD ON I 71 CONSTRUCT TYPE "B" 6" CURB & CUTTER PER C.O.B. STD. DWG. ST -1. -(D- M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. 52-4' 0, k " 4± M CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE I F4-1 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 Ll 42.2' - M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE 61.50' E DETERMINED BY CITY OF BAKERSFIELD ENGINEER. TANGENT F-61 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. 56.50' STD. T-30. INTERMEDIATE PULL BOXES NOT SHOWN. 49+45.28 M CONSTRUCT SWALE AT FUTURE CURB & GUTTER FLOWLINE. I Cj) INSTALL D50 8" RIP -RAP I F-8-1 CONSTRUCT TRAFFIC SIGNAL CONDUIT & PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. F9_1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUIT$ FOR FUTURE LANDSCAPING (30" MIN. COVER) Fl -01 CON � STRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "A" PER C.O.B. STD. ST -3. Fl__ll CONSTRUCT CHRISTY U-21 CATCH BASIN WITH U21 -HT TRAFFIC RATED GRATE AND INSTALL STORM DRAI %%%. BAKERSFIELD TO BE DEDICATED PRIOR TO APPROVAL OF PLANS. 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. (5) I SEWERMANHOLE I I 11 0:� iz-10 11 ry ,-�O I-- Q 50.66 I FL SWALE I _j M _j -H I-- rl� 0') - 0) 000 - 0 0 n I - -H (101 I I I I I \ lrl�u_ HWM \ I I I I m c� (6 c� [lei 0 I -,I-,r- UD + '� MUIRLANDS PARKWAY --q- U-) co + 1,- � /� /� u') -.4- CO (FUTURE) -,co j � -It i (D i ro ! - - - _j (6 u- I I I L I � ; , 1-4-i U_ ; i FL FLOWLINE STATION ( 4 1 CONSTRUCTION NOTES (THIS DETAIL I ) -(D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL I I - x 52-4' 0, k " 4± CD CONSTRUCT 6' CHAIN-LINK FENCE PER C.O.B. STD. DWG. D-12. ' I I- PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE I . LT 1 49.3± , FG Ll 42.2' - 49 - \ * FG (NO SLATS OR CURBING) I 61.50' E HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS TANGENT RM Y / �Y - 7 - `�` - \ - � " fr (1) CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. 56.50' APPROVED BY CITY ENGINEER. I I 49+45.28 �_l - - _� 11 117 -1 3 1 5.0 r ,_ I __� -A \ Cj) INSTALL D50 8" RIP -RAP I _c> EXISTING STREET LIGHT I 49+65.28 I _�� - - "� BOTTOM - - A 1-,,,, - OF SUMP=47.5 � . ,�� I Cj) TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF * CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. - a). . .?. I r" � - - I �_` � 00 06 % : " t-0 ".. %%%. BAKERSFIELD TO BE DEDICATED PRIOR TO APPROVAL OF PLANS. 0 1 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 06, cd 1- -1 n C14 ri I 35.0' -4- ; i i 1 - I (5) I SEWERMANHOLE I / I I I I I / 1\ 5 I � I 1 49.6 50.66 I FL SWALE I 0 1 SEWER CLEANOUT I -H I-- rl� 0') 0 U- I L(4)i 1, I ,/ I I I I I - -H (101 I I I I I \ lrl�u_ HWM \ I I I I m 0 3 1 GRADE TO DRAIN I 0 STORM DRAIN MANHOLE I 3: /� /� )\ 44.5' )\ \ 1.4- LIST OF ABBREVIATIONS (THIS DETAIL ON I - - - STREET CENTERLINE i i - . . i . . . . . . . 0 � (1) I . . . . . . . . . 3,58.0± . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *344' x 17r- = I7lkI14ZWf:r) r-%PAr)f7 C71 = 171 AM lKlr7 I - TAPER "A" TABLE STATION OFFSET 48+55.28 64.00' LT 48+65.28 63.84' LT I- 63.38' . LT -48+75.28 48+85.28 §_� 62.59' LT 48+95.28 61.50' E LT TANGENT 0 49+35.28 56.50' LT 49+45.28 55.41' - LT 49+55.28 54.62' LT 49+65.28 54.16' LT I 49+75.28 1 54.00' LT . CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 30.00' 47.28' 90*1 7'48" 30.16 1 - C2 30.00' 46.97' 89042'1 2" 29.85 s - 00 U- wmu_ 0 5: 6 0 w 0 0 Z w w uw) ,u,i u L'o Z, m wl- wag � _, c w = z E; 41 >_ 10- 00 . 0 - . Z C 01) I- C,j '51 Z _j C cn it �w- � 0 0 _, 0 0 I 0 u- a - ix a- 0 0 0 I <cco -U-�Ouz<>M-ou, I I I I I F- Cj) 0 - - - STREET RIGHT-OF-WAY 1 54.7' i 1 3 NG = NATURAL GROUND EP = EDGE OF PAVEMENT I PG&E GAS NOTES: ' - A - - A - PROPOSED EDGE OF PAVEMENT . 1 2 U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK I -U-) I CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF 2!!!!�-m- iiiiw_ � I MAX = MAXIMUM I CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL a AIN I N - - - - - - PROPOSED SEWER MAIN - -T "p HIGH WATER ELEVATION=49.0 I NON-UTILTIES BEFORE YOU DIG, GRADE OR EXCAVATE. a 1 ------ ---- -[ 7�7--------77 u,i u'--- 00� zo zo a - VOLUME REQUIRED=1,033 C.F. z0w0uzjuwjm0w0<< -TSI- - SIGNAL INTERCONNECT I ' I ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A, MINIMUM OF 7 FT. (WITH 3 FT. OF a_ Z Q_ F- 2 VOLUME PROVIDED=1,119 C.F. z: Lou 8 az cz/) w - '/' - - '// - EXISTING EDGE OF PAVEMENT � NOTE: SUMP SHALL BE PRIVATELY MAINTAINED SIDE SLOPES 2:1 MAX (U.N.O.) ) UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH 8, -u,i 00 uz, t = z< U- I RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. I ---...- SPECIAL APPROVAL, FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. I g im ul- ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO /'A_'�TEMPORARY PRIVATE SUMP "A" DETAIL lig >-z ADDITIONALLY, . NO LESS THAN 60" OF COVER IS TO BE OVER THE TRANSMISSION LINE AT ANY C/) -a'- 0 , m 11 Of 0 Z 0 CD is I-__ 1 -4-d TIME. FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. , I--, - V)V) �- a- SCALE 1 =20' _j < _j < 11 Qf 11 Q:� �,� (0 Qf m - I-_ _j m V I - + = I AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE w <1 ,w6- ,.- :� c'>' u>, 0 POW- i::�CWL C)" Om 0 J.< .. m. --J.< 00 TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT c� U-) 0 c6z ow CLOL F_ . I-_ - I-_ 00 >_ REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON C) C) 12� I-_ .,4- W 9<03: -><u-z;;z >_ I C)>- FUTURE " 4--, L-2 < < C�< 4< O RUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION 4- I ',�(o I / . uj CD m U-) m \ � 01 0:� 0000 LINE. / � � 1�� \ DEVELOPMENT to 0-r- � �s- So - �_�m � i C-4 L6 I , 8 >- 2_1 � � 0-" / / m 0 0 Z =) Z Z I � q1 / M Lu ui _j 0 § m co CD co m � z 1_' ui CD , 0 . 0 */l < w _j --,.% ui 0 a- F_ � =_ I i / "m " ui ,,,(BY SEPARATE PLANS) Q0 0 + i, , ,,, .,�, _P,� �0, / ww0owz cn >- cl) APPROXIMATE DAYLIGHT LINE . . 1� -1- U.i :D -f- _r" (n mw ..T- n 9 I I I -_-�- =) � - I FFJKUAIM I L T_ I LO u') C:) � �_ -r -.4 / � 4 U-) 351.5 00 \ � / 7, 0 �_ �_ 0 CL �_ 0 0 w < 2 . 1� I LO C-14 r- CO \1 � " I to LO I PO, -1 �*e � + !_ + i I STREET R/W DEDICATION TO U-) .% / m DAYLIGHT LINE LO www-lw l< T.O.B in + Lri + U-3 �� U-) __j 0 1-1 .�/ ��\ (ON, a ac 4m \ \ 0 __j / Is 7 , m �L / � * ; -14- A� .4d- - - _- -1. f N_ - U-) -,-+ rl- I THF ITY nF R 14FR0,171171 n PFR / LL_ / ! (') / df�[__ - - - - __ -.4) � � - ) - . m - =_ 10' BENC li. T:Z�j: __ r - - .;_ ___lz__ _-. -1 __ - __ __ - - 2:M ____ - a - ii -cl, - ,.0 ;: -7 LO__ ------,, I . 1---,I-_r ----- - - _ --- - ----- 14- I--%"% =qqt �l l-_ ---LLi LLJ - Li -i Z r _ I 1� _I I Lli m: Ld =() V) I I- '-� < . I m ____l_l_l_________ . I '\ I - _L_ _L_ _�N_ - - L I i - _L I k tn \ I - - - - - __c -_ ___ + + � CA / 1 )350.6 � �_ _� 00 I (" cr /� I � �� --- - - -Rd- \ � DOC. NO. 220146270 O.R. G� / i / . le //fffl(FUTURE� _��! I 10' BENc',l�H__;,`-___ _____ - __ - u )�2 / , , � I -.4 - - % i .n., . )�2 [ - T.O.B. - :�� /� ,��Nk. I I _____z____�ll ----� - - n APPROXIMATE DAYLIGHT LINE ' '� .A- � -;I_-- __ __ -.=-.�.=-_�.�.Amw_ - - � ................. 6 �� 1 1 / i / 0 i j- I _.i;;;;,z....;;� -7 \ I'll IT- - @ " I �. U- ____. 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Nl_ U- to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3,58.0± . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . *344' 0 I- I ON CURVE ' 45+00 46+00 ON CURVE ' 4'�7 + 0 0 48+00 49+00 50+00 51+00 52+00 53+00 4+00 55+00 1 E I-, I . i . . � �_ ?J) )- = - UD I I � 1 EAST FLOWLINE PROFILE I . , - ro i . _ i " ., % ", I . I I COB RECORDS No. I-, _:� OF 13 SHEETS CONSTRUCTION NOTES (SOUTH ALLEN ROAD ON FL FLOWLINE STATION F -fl CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 AND C.O.B. SPECIAL M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE F-31 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. F-4� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 EXISTING STREET LIGHT F-5-1 SAWCU T TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. F6-] CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PUL L BOXES AT 400' MAX SPACING PER C.O.13. (D SEWER MANHOLE STD. T-30. INTERMEDIATE PULL BOXES NOT SHOWN. SEWER CLEANOUT M CONSTRUCT SWALE AT FUTURE CURB & GUTTER FLOWLINE. STORM DRAIN MANHOLE STREET CENTERLINE F8-1 CONSTRUCT TRAFFIC SIGNAL CONDUIT & PULL BOXES FOR FUTURE SIGNAL PER C.O.B. STD. T-29. STREET RIGHT-OF-WAY F-9-1 INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) PROPOSED EDGE OF PAVEMENT Fl -01 CONSTRUCT COMMERCI AL/M ULTI- FAMILY DRIVE APPROACH TYPE "A" PER C.O.B. STD. ST -3. PROPOSED STORM DRAIN 11 cr_ F1_1] CONSTRUCT CHRISTY U-21 CATCH BASIN WITH U21 -HT TRAFFIC RATED GRATE AND INSTALL STORM DRAIN PROPOSED SEWER MAIN po -TSI- PROPOSED TRAFFIC SIGNAL INTERCONNECT INLET PROTECTION PER DETAIL SE -10 AS SHOWN ON SHEET 3 (FUTURE TYPE "A" C.B. LOCATION) C1 U-) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. EXISTING EDGE OF PAVEMENT C� 06 WHITE LANE ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. (FUTURE)' ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. r-� u- i 55+62.41 (48.00' Q= 00 58+92.41 (54.00' Lf)= + FL 55+62.98 BGN TAP R FUTURE STREET R/W DEDICATION TO FL 58+93.03 END TAPER jAPPROXIMATE DAYLIGHT LINE 354.9 �JHIE CITY OF BAKERSFIELD PER 352.7 X5 DEVELOPMENT CA T.O�. 435 DOC. NO. 220146270 O.R. m 62+85.2 (31' LT)----,- (355 APPROXIMATE DAYLIGHT LINE �2 (BY SEPARATE PLANS) -----10' BENCH z_ y__ -.T-- ZZ z_- EP=356.80 ci 7 7 7' 60+12.41 (31' LT (T�l -- --------- --- ------- 55+62.24 (25' LT) ET� /,,-PROPOSED EP IX4) 1z, 7 354.34 0 PROPOSED EP Lo -117- Lo co u _,q-_ 7r -117- 7//- k ' + PROPOSED SWALE AND TEMPORARY SUMP 58+92.24 �31' LT co Lo SHALL BE PRIVATELY MAINTAINED ANGL PT E� Lo 557 Lj -56 57, 58 NOO*56'51"E 59 0 j7 z I Ld _117 LLJ - ----- --- -00 0 J TS1 TS1 LAJ cr_ z 0 co -00 It �Ip 04 -.4-c.0 c� + (.0 Lo + L0 L0 _j L0 LL- TS1 TS1 'IS' TS1 - Ts, TSI TS1 TS1 IG120 -7,EP=356 150-/ f -71r- 7 [c) -.�r 0 1 -1-87.94 (31 Tjj`1'\1i"\ 61 L 61 353. st Tsi Ld sl TS1 CL IG1 19 < -7 - .- - -- - - _- 7 - - - - - - - - -r- - - --,11-1 - - - - - - 1.1 � RELOCATE UTILI I I I %JI -L- < STREET R/W DEDICATION 'TO < STATION OFFSET T THE CITY OF BAKERSFIELD m 59+02.41 >_ RT PER DOC. NO. 220146270 O.R. 54.62' RT_ < m 55.41' RT c� ch 56.50' 0 CD Q z: TANGENT FUTURE 59+72.41, 61.50' 4 to Li 59+82.41 TRACT 7372-2 c,4 59+92.41 CD RT (BY SEPARATE PLANS) o� + RT + 64.00' RT 0) co + U") _jC14 04 V) (D U-) Lo Lon CD + IN C"i Lo Lo V)n PHASE 3 co _j U-) U- 1� SEE TAPER "A" TABLE 0 (o U - ----------------- ui 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 TI=9.0 R=52 < )�2 cr_ 00 \4 m to 01 (00) 000) 00 + MT - +(o v- _j r10 U - 8 C2 5 x � vw, 157001_), c� Lli x Ld TAPER "A" TABLE STATION OFFSET 58+92.41 54.00' RT 59+02.41 54.16' RT 59+12.41 54.62' RT_ 59+22.41 55.41' RT 59+32.41 56.50' RT_ TANGENT 110 00').14- >ojoi 59+72.41, 61.50' RT 59+82.41 62.59' RT 59+92.41 63.38' RT 60+02.41 63.84' RT 60+12.41 64.00' RT -RELOCATE UTILITY P OLE-- - EP= " 35 6 50 (31' LT) EP=356.33 CURVE TABLE CURVE . RADIUS LENGTH DELTA TANGENT C1 30.00' 47.29' 90*18'58" 30.17' C2 30.00' 46.98' 89043'21" 29.86 $ - - - - - - - - - - - - - - - - - - - - - - - ......... EXISTING EP 7- 7 ... ......... 1\ ,, "I" 5 EX 34" PG&E GAS MAIN 2 < GAS 0 �� N�\ -63- 64 4- �'��662±82.41 EX. MON Z CD -------- UJ Z AC ELEV=57.20 ............... ... . _j cn --(357)--__ EXISTING:MEDIAN X ui EXISTING IMPROVEMENTS 11117 F_ EXISTING CURB & GUTTER 0 (V- V) GAS 512A4 11E WHITE LANE (BY SEPARATE PLANS) 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' . . . . . 354' - .1 + + u') . . . . . . . . . . . . . . Lo u- Lo. T ul) ul UO 0 - 1 - + . I . . . . . . . . . . + . . . . . . . u') . . . . . . . . . . . . . . . 200' VERTICAL CURVE .+ oo fc-� . . . . Lo ..., -V() 1% .7 . . . DESIGN FLOWLINE PROFIL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (o U) 5 U G-1 mw <m W3:u F_ .21-, >_ .- C'4 LLJ w=ow m o Tmv) W iz 11 Ui llo-- a; 0 0-) > T- w (o 110 00').14- >ojoi CD 0 0) 17 0 -(DO 110 00mr- 0-) r- C'4 C5 0 F4 0 C-4 0 .00,_- 110 00C.0 11 w r-) C-4 00 > C-4,-- . EXISTING GROUIVD PROPZ� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . < -d n -7 . . . . . . . . . . 1_--oi md.-of (.0 Lo n c� -:,-.Lo Lo Lo n _jC14 04 V) (D U-) Lo Lon C4 T_ IN C"i Lo Lo V)n -Jcq WriLo _j < Lr)re) C-4 n LO Lno 71 - 1 _--, ---------- 7w ----------------- ui CNI 0 356 ................... c) -r 00. b .0m, n n UJ ,-J>:-j . . . . . . . . . . . . . -o + --en Cato uj + nn 11 ..... r - 11 11 ui - 04 + nnn 11 ca[ -, 11 11 11 uj . . . + co nn 11 uj ...q:co zi-)ro 11 -C:) C, C) .4 nLo W . . . . . . . . . . . . . . . . . ...... ... r ............................ �_ 0 0 w < m 2 356 . . . . . . . . . . . . . . . . . .P- oo< 0 �OO m U-w<. LLI-J:-R::. Uj . . . . . . . . . . o;Loo>..j. _j LC)LLJ<. ujv) Lo S?uj< _j 013�:: LL. Lt-jv) Lo 0 0 >.:.i >>LLJ< 0 _j �,- uj U-) __j > >w< 0 a- wv) nL� ---L,-: �8>. LLJ <. ,)-j3:: LOW 11 wu) jjj < --J:,?, LLJLUV) PROPOSED WEST EDGE -OF A T CEN TER� INE - cr_ . . . . . . . . . . . . . . . . . . . . . . . . . ry co . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oz C� 0- V) . . . . . . . . . . ry _TP ui co 350 ......................... C)r- Lo. CT) :Dn uju-, Lu ujcL __j crujil- 0) ui . n wwu-* Q0 m ui 6- _j UJ L:L . . . . . r_ , _j u- CL- _j C� ujb-. n :D,D--J PA VfUf N ROFIL E r tu.LL: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C30 LOU-) + + CD (0+ + U) Z) C.0 + Z) :D Ir- :D (o + U Z) - co + ui c4m Of 0) + M + co D. U-. FtJ TURE FLO WL INE PR OFIL E . . .... . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +to . . . . . . . . . . . . . 10 _j Lo . . . . . . . . . . . . . . . . . . . . . . . . +(o . . . . . . . . . . "- _j (o U- L6 u") . . . . . . . n uj 354* . . . . U)LO . . . . . . . . . . . . . . Lo . L .0 U") Lo U") . . . . . . . . . . . . . . . . . . . u'). .;:D . . . U- . . . . . . . . . . -:D U- . . . . Lo . . . . . . . . . . . . . . . . co . . . Lo 00 u') . . . Lo . . . . . . . . . . . . . . . . : : . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 354 EAST FLOWLINE PROFILE u - u . I (yo . . . . . . . . . . . . . . U- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . __� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352* . (o 352 . . . . . . . _7�_ . . . . . . . . . . . . . . . . . . . . . . . . . -- EXISTING GROUND PROFI_�E . . . . . . . . . 11-1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Xi W U-) . . . . . . . . . . . n . . . ------------------- ------ ------- ------------------------------- A T CEIV Tf RL INE __j -CD W 0 n 0) n U-) W > ui . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10� . . . . . . . . . . . ........ :. . . . . . . . . . . . . . . . . . . . . . . . TIM� GROUND PRbf /_� f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C�m . . . . -).Lo . . U*) . . . . . . . . . . . . . . . . . . . . . . (0-i +0 _j W . . . . . . . . . . . . . . . AT PROPOSED SWA�E z4_� nu , Lo n n ......... PROPOSED SWALE PROFILE _j" 11 . . . . . 350- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... :. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.4-00 0) 0.0 + U- II-uj ujw< . . . . . . U- w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T_ OP w W --J.3:: UJ. V) . . . . . . . . . . . . . . . . . . . . . . . . . . ... ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + %a- . . . . . . . . . to Q_ w-wu- W.1 F- :D L� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : 0 47.29 348* . . . . A -1r.567 . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 . . . . . . . . . . . . . . � �URVIE . . . . . . . . . 348 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 . . . . . . . . . . . . . 63+00 . . . . . . . . . . . . . . . . . . . 64+00 . . . 200' VERTICAL CURVE WEST FLOWLINE PROFILE (FUTURE) 11 Ui 11 0:� (N .�uj o F -Q- 11 � > F-, -Im co 0 -,t C14 00 CDO �t C:) 00 co -t - 11 a-- n > _uj 0) F- * (c) v- Lo C%4 T- rO Lo Lo , C'4 LC) w T_ (o LIJ ry Q_ < 04 L0 356 .............. c� -c� z ................ +�o 1.0 ........ Lo + ron 1p ...... + n co 11 0 ........ + '14-00 t.Lo fc-� ... ca > .............................. ....................................... ...................................... ... 356 �1- 00 < 00 Q m .! Lo _j u- > - 0. 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EXISTING GROUIVD PROPZ� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lo . . . . . . . . . . . +Q.71% . ... . . . . . . . . . . . -7 . . . . . . . . . . . . . . . . . . . Z z: . 8 0 ()� 0 (f) cq U) z 0 a,- ;;o, <= < Zz 2-: z CIO Lu w T OR OP OSED FZ 0 WZ - - ------------- <z w, < F- mw 'a- 2 - 1 _--, ---------- 7w ----------------- ui CNI 0 CL - 352 * - - - - - - - - - - - - - - - - Z-) -,Jj o m 2waT6Dw=wau,_wo - - - - - - - - - - - - - - w< 2 0� W> LuLj W F- W WW > < U) Z Lu W 0 0 0 z W W ujz_j O<co ......... . . . . . . . . . . . . . . . . . . ..................... �_ 0 0 w < m 2 ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 ..... rl . . . . . . . . . . . w ) u- Lij 0 A T CEN TER� INE - cr_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oz C� . . . . . . . . . . ui co 350 ......................... Q0 m ............... c� C) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o6 +'cn . . . . . . . . . Ir- r c) . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +to . . . . . . . . . . . . . 10 _j Lo . . . . . . . . . . . . . . . . . . . . . . . . +(o . . . . . . . . . . "- _j (o U- L6 u") . . . . . . . n uj 46.98' 1. 348 .......................................................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ON -CURVE . . . . . . . . . . . . . . . . . . . . . . 55+00 56+00 57+00 58+00 59+00 60+00 61+00 .62+00 EAST FLOWLINE PROFILE 354 ....................................... ....................................... ....................................... 352 ....................................... '350 ....................................... u') ui Lo...................................... ....................................... 348 63+00 64+00 d LL w U- w 0 C, E w 23 0�_ CQ 0 0 1— 0 % E ww tt z 19 W W C) U) w op cy') Ce) w z ;i� Lo � OL (o U) 5 wc, L I- z8ffiR(�O:�50R W z L_ mw <m W3:u F_ .21-, >_ .- C'4 LLJ w=ow m o Tmv) W iz uj "Fu V� z ��- c) Z5 0 LL- 9'<L�n6z�30w > T- w (o w a- 0 <OWRP�gT22 = (.) =) (.0 Fa- Z F- < 1011 1-L Lou z o 0 X 4- < (0) <z CIO- (6 ww C�ee two 'wo U) (fj M z od LL W z 0 00- z o -3: 3: 9 p g wujE>-w>622=,ww6 0 W U) z -he wo co w cu < -W, <m jw- U- F- 0 W LLI UFqK2M66MW 0 o § < uj a) ce) ob Z a) a g cwj) �H o zo * '�_-6@ow6t - L_ "� -1-0 Z z: . 8 0 ()� 0 (f) cq U) z 0 a,- ;;o, <= < Zz 2-: z CIO Lu w T W> " o zo czo of LWL F-C-4 (o <z w, < F- mw 'a- 2 C) 0� C) Z 6 2 0:;Fc W> wo a 9 W u- CNI 0 CL W W 01- Z-) -,Jj o m 2waT6Dw=wau,_wo Zt z F_ T > 9 _� 0 w 3: w< 2 0� W> LuLj W F- W WW > < U) Z Lu W 0 0 0 z W W ujz_j O<co < w -J Lu a. > �- Uj Lu d LLJ z cl) 1 0 L.Li Z:D �_ 0 0 w < m 2 1,1 - ?f3? d- r ,\X�EER 0) Lo 0 > 0 LJLJ LIJ C.) CN 0 c% 00 + C) C) C) 0 u Lo Lo 0 Z, w, �o < U) W z 0 F- < w C14 w Lu LL w 0 UJ z ca Z Lu z w 2 w 0 0 (0 > w ) u- Lij 0 < LL r ,\X�EER 0) Lo 0 > 0 LJLJ LIJ C.) CN 0 c% 00 + C) C) C) 0 u Lo Lo 0 Z, w, �o < U) W z 0 w w 41 0 DATE 10/29/2020 PA JOB No. 3151 H W -4- SHEET 0 E Lo n OF 13 SHEETS COUSTRUCTION NOTES (MUIRLANDS PARKWAY 0 M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. sT-1. M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. F3� CONSTRUCT COMMERCIAL/MUL11-FAMILY DRIVE APPROACH TYPE "A- PER C.O.B. STD. ST -3. M INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) F-5� CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. F-6-1 CONSTRUCT COM MERCI AL/MULTI -FAMILY DRIVE APPROACH TYPE "B- PER C.O.B. STD. ST -4 (SEE PLAN VIEW FOR WIDTH) M CONSTRUCT CONSTRUCT 6- THICK CONCRETE PER C.O.B. STD. ST -4. F-8� SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. FL FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STA110NING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER PROPOSED C.O.B. STANDARDS. SOUTH 11 w i=�18 ALLEN ROAD J193 CD(o (SEE SHEET 4) C�0* co 0) r C14 70' -j c> Li - 16 641' 54' 0) + F-- 04 91 4 x 2 -Ow ci 122+06.2 L C7 Jr PHASE 3 2 PHASE 2 4- 9t. 6 41 - 64'- -- c> w t 60' (0 (DO) 0i + M 04 + C*4 F-11 -J L u - SOU TH ALLEN ROAD (SEE SHEET 3R) U) V) Q- -I= INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. EXISTING STREET LIGHT CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE (D SEWER CLEANOUT STORM DRAIN MANHOLE STREET CENTERLINE STREET RIGHT-OF-WAY PROPOSED STORM DRAIN EXISTING SEWER MAIN EXIS-17ING STORM DRAIN -11z- -L11- EXIS-17ING EDGE OF PAVEMENT r7 4 0 CONSTRUCTION NOTES (SUMP DETAILS ONL NOTE: RETAINING CURB(S) SHALL BE BUILT AT TIME OF 45. CONSTRUCTION OF MULTI -USE TRAIL, DG PATH, MOW CURB, ETC. CONSTRUCT 6' CHAIN-LINK FENCE PER C.O.B. STD. DWG. D-12. BOTTOM OF (NO SLATS OR CURBING) PROPOSEDSUMP I k SUMP=45.2 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13. 51.20 FS PROPOSED CHAIN-LINK FENCE Cl> INSTALL D50 8" RIP -RAP - - x- 0� TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF FUTURE A (014 BAKERSFIELD TO BE DEDICATED PRIOR TO APPROVAL OF PLANS. L-� 17 c"I LANDSCAPE AREA r--). I Cj> PROPOSED EDGE OF PAVEMENT LO 1-i Q4 7 LO Lj LA r, \ *--A - - - - - - - -FUTURE- cl, PROPOSED BARRICADE k NCRETE CUR B -N- m m x ___,,,--FUTURE DG PATH LIST OF ABBREVIATION,S (SUMP DETAILS ONL c) V) :20 V) LO Ill L�() Lu- 114 10 �7FUTURE . . N CN -USE TRAI to FG FINISHED GRADE FL FLOWLINE MULTI d 2 U - w U- LL E 2 0�- 10%6 z U, -J 0 L L 20 0,- 0: UJ 0- ic=, zo :wY ED LU (1) u- OZ z 0 z LLI a, V5 m uj E C.1) W�, w iE 0 0 w 0 0 zo w r I L w 12 1.- z Of a w <11=0 -9=�8<2�;RL) (6 uw, �,d: 'w B zcp cj . z 0 6900M%OZ03�wm ro w P- -0 L -U, R w e 11 1^ I n p. Klr-% = KIAMIPAI r-Pt)HKIr) PC) = PnnP nP 0AX/PUrKIT I - - - - I � m �, �, -- - - - - -_- -\ - - 1 6 1 ! � ! 2 �h 0 w 2 j - (N U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK FUTURE C) 0 V) 6 /-LANDSCAPE AREA' MAX= MAXIMUM LO U- C*11! 2 HIGH WATER ELEVA110N=49.2 49.52_,,/ 49.47 .0 VOWME REQUIRED=3.667 C.F. FL FL 5 VOLIUME PROVIDED -3,968 C.F. 3' WING 20' 3' WING 7 SIDE SLOPES 2:1 MAX (U.N.O.) a] tB'� DRIVEWAY "C" AREA DETAIL rA-'� TEMPORARY SUMP "D" DETAIL it SCALE 1 =30' SCALE 1 =30' LARIMAR SEE TAPER "A" TABLE 0 Q� SEE DETAIL i-- m 0 j DRIVE z UJ 0 0 u- r- 110 (BY SEPARATE PLANS) cn r -q TAPER "A" TABLE CURVE TABLE OFFSET CURVE RADIUS LENGTH DELTA TANGENT_ C1 30.00' 47.28' 90017'48" 30.16' C2 25.00' 42.68' 97*49'14" 28.67 1 C3 25.00' 36.33' 83*15'45" 22.22 0 C4 88.00 * 132.98' 86*3414410 82.90' C5 1029.00' 587.83' 32043'51 " 302.18' C6 1000.00' 571.65' 32*45'11 " 293.87' C7 30.00' 46.97' 89*42'12" 29.85' C8 88.00' 132.94' 86033'24" 82.86 2 1.. 7 00',-,554.1� -7 32*4�'46 -,,,285j 0 111 :f 0 w (L I 61 E) I .. 25.00 ...... ... n.&.±A n-11 it .71 IV 245 � 25.56 611 ^r- f%r%ll oe- -7Q -7-4I:T:QQ-4:Z'3-7� LO LO d 2 U - w U- LL E 2 0�- 10%6 z U, -J 0 L L 20 0,- 0: UJ 0- ic=, zo :wY ED LU (1) u- OZ z 0 z LLI a, V5 m uj E C.1) W�, w iE 0 0 w 0 0 zo w r I L w 12 1.- z Of a w <11=0 -9=�8<2�;RL) (6 uw, �,d: 'w B zcp cj . z 0 6900M%OZ03�wm ro w P- -0 L -U, R w e 11 1^ I n p. Klr-% = KIAMIPAI r-Pt)HKIr) PC) = PnnP nP 0AX/PUrKIT I - - - - I � m �, �, -- - - - - -_- -\ - - 1 6 1 ! � ! 2 �h 0 w 2 j - (N U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK FUTURE C) 0 V) 6 /-LANDSCAPE AREA' MAX= MAXIMUM LO U- C*11! 2 HIGH WATER ELEVA110N=49.2 49.52_,,/ 49.47 .0 VOWME REQUIRED=3.667 C.F. FL FL 5 VOLIUME PROVIDED -3,968 C.F. 3' WING 20' 3' WING 7 SIDE SLOPES 2:1 MAX (U.N.O.) a] tB'� DRIVEWAY "C" AREA DETAIL rA-'� TEMPORARY SUMP "D" DETAIL it SCALE 1 =30' SCALE 1 =30' LARIMAR SEE TAPER "A" TABLE 0 Q� SEE DETAIL i-- m 0 j DRIVE z UJ 0 0 u- r- 110 (BY SEPARATE PLANS) cn r -q TAPER "A" TABLE STATION OFFSET 25+39.54 38.00' LT 25+47.04 37.86' LT 25+54.54 37.44' LT 25+62.04 36.73' LT 25+69.54 35,75' LT TANGENT 25+99.54 31.25' LT 26+07.04 30.27' LT 26+14.54 29.56' LT 26+22.04 29.14' LT 26+29.54 29.00' LT 0 0 Ui lu-- I=-- ww a w p m 00§<3: pzFi J 0 z U0.1 9 Ww L4 9 z 0* z 0 a - c6 a. 62wzwwTt0w-,8<z< - m z 6- l-- w > 0 co Ir !Rw8zi=-22�62 01=-zw U-ZF W§g2waiw a -z w uu w < 2 8 ffi E 6 z 0-- a-2ww><8wV5m0 OT51 �Z-< BE OD 2jg�j8taw.gTF w!ww6� w ED -.j ;= z 522;:5 I-- %-.I I- -Z,, 0.�-080pzzww M c()urc. I nm w C.0 F-- MC5 -j w ucoi 0 u, z - I ca L0 F- Lj .,4. 1 - cr- w -i --j LU 0 CL * 1-- z u -j c) C:) uj uj 0 0 Lu Z CO >- CO CD 01) 1 1 0 LL- r, ! C� I < CD Il. z: m 0 w = 0 w z om 00 1 1 PROPOSED SUMP 0 1 Gi M CN 1 1 F-- V) CN 1— 25 a. P 0 0 w < m 4 _1v 11 k c60 C)i m 11 >- -7 1 1 71 /�� I' I I c3i 00 Q0 ui -7 It I 11 -, w "o c*4 v 1 4 1 1 � uj ';t C,4 1 0 (SEE SEWER & STORM DRAIN PLANS) 3:: 0 IF, C3 1 0 FHTt IRF -.4-0 `t -7 1 1 1 1 Lf) Uj A il M 04 FUTURE ,--SEE DETAIL LOO "t X I.- x ,4- + C14 4u- \1 c5u- I 1�11 ill, u- (0 ff) TRACT 7372-1 01 to N + LJ I r- 0 0 to TRACT 7372-2 LO +'LO Uj LLJ 0 L 1�x If + -j (BY SEPARATE PLANS) + + /+ z too CO " I 1 1 ry -r- I I I LL >- v- u - I I I -------- r ------- 7 0) F- F- X F - (BY SEPARATE. PLANS) C-4 I- C14 _j 04 V) LLJ --- + 2 Ld STREET R/W DEDICATION TO i LO U -i C14 N1.1 THE CITY OF BAKERSFIELD PER STREET R/W DEDICATION TO 2 4 DOC. NO. 220146270 O.R. THE CITY OF BAKERSFIELD PER (n uj ----------- SEE SHEET 12 FOR ROUIJDABOUT DETAIL DOC. NO. 220146270 O.R. ------ 4- -------- - -------- 11 SEE DE Al 0.,00) 0 /17 111 �(F x pp" OF 2 ........ 1: /-EX. R/W PER P.M. 12100 EX. R/W PER P.M. 1210(3� EX. R/W PER P.M. 12100 I U-1 za -41 LO T `44 r n 0c) C-4 38 mim Li Li V) (n a. Q- 24 EX. R/W PER P.M. 12100 TN- Ld -j 0 z 0< Q0 n (14 00 6+ OC) -4.4- + 04 't -j C14 Ill (0 C8 EX. R/W PER P.M. 12160 LO N LO c*4 LO 0`1 5 15 cq X/J_j +43.4( 11 27 28 29 0 30 26 S89'20'57"E 0) 30+00.75 25 ui le 00 < 4 RE'V'ISIONS APPROVED: FRED W. PORTER 11 DATE R.C.E NO. 74059 A a 11 A I* NAPPY160 ;bt�� " 24 I)DC-C-T C * DC-Ul M A TC' IG137-(a- F)�� L + < EX. R/W PER P.M. 12100 LOT 4 LOT 3 wuj W PARCEL MERGER 20-0084 -1 PARCEL MERGER 20-0084 -c:> 0 -0 w 0z Z 00 .< C�< u') m n FUTURE C,4 n FUTURE VTTM 7376 (0 r.6 00 VTTM 7376 ov- '*n (BY SEPARATE PLANS) (BY SEPARATE PLANS) V -M no + C14 + C14 +" (0 -j M -j M_j A CN Ill u- C-4 Ill PHASE 1 CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 0 i-- a - z m 2 L-uj C) F- E I-, (n C,4 ce co 2 Lu -,I- Ld '1� T- < C) M N cq u- . af 0 0 F- z Lij L I i 0 UJ W:c F- LLJ 5 4 cr) @ 32 to C6 31 +-U6-.09 Lij 0) co 5 00 CN U Lu M.. of Z CO ;zz; �r 41 1 @ <0000, d C) z Ce) ce) L0 (0 W ca 5 0 W z t-- C'4 Lu -i6 c'? (0 0 7j5 tr_ co W a) c/) z -clue w M 04 W .Ico 06 uj a) cr) Z (1) c) 0 05 CZ4 Z Ce) w Lu v- 04 (0 F- (0 c) C) 0 L r IV ,\jAEER it k-, 0) to W�l 0 :zl cn w > C.) w ;�v .0 r- %s -w 0 Z -0 0 -J 00 4 ui . uj 2 �Lj- 0j u- r-, V,? " cq CD 41U w co Lu -4- c> c6 X -X LLJ 14C I- u') LO a < 0 M CN a y j+ 7 Y" y CIS! u') u- + woo V -.-j --I- F- UJ uj UJ LARIMAR V) -r- DRIVE F -- (BY SEPARATE PLANS) SEE DETAIL \,,7 PER P.M. 12100 1 vj <r 000000.% z Z6, uu Z4+UU zb+uu c) z1+uu z8+Ou 29+00 30+00 C) 31+00 32+00 00 co -N- 46.97' ON CURVE 1 C) CO NORTH FLOWLINE PROFILE cm C) I LLI LL C 0 I 0 w LLJ Z 0 -1 C) z CD cq 0 + 0 ON CURVE z W w c 0 a_ 0(0 m 1-- 2 !LJ LLJ Ix LL 0 111 :f 0 w (L I W F- U. g a > w M < CL I I r IV ,\jAEER it k-, 0) to W�l 0 :zl cn w > C.) w ;�v .0 r- %s -w 0 Z -0 0 -J 00 4 ui . uj 2 �Lj- 0j u- r-, V,? " cq CD 41U w co Lu -4- c> c6 X -X LLJ 14C I- u') LO a < 0 M CN a y j+ 7 Y" y CIS! u') u- + woo V -.-j --I- F- UJ uj UJ LARIMAR V) -r- DRIVE F -- (BY SEPARATE PLANS) SEE DETAIL \,,7 PER P.M. 12100 1 vj <r 000000.% r 1) < 47.28' COMPACTED TO 95% MAX. DENSITY ON CUR I NO. 89698 TI=6.0 R=46 01 w co W C-4 0 r- pLou -1: 42.68'(NTS) 36.33'(NTS SEE TAPER TABLE "A" 132.98' (NTS) 132.94' (NTS) m 1-: v- U-) LO -j v- n VE - n C> (.0 ON CURVE UR ON CURVE w v- win- ON CURVE cr- It W LO Q:: 00 W CL 11 cr- n m 00 0 CO Lu V7 0 Q0 C) to -;� -r --� (0 1-0 00 c) c� Z-) 00 060) Lill 0; m 0i Q- I-- CL - 0 PO -j< 0) -j< 01) m o 6 o6 -j imo Ill 00 m 00 U-) L0 F- 0-) (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ljj . . . . . . . . . . . . . . . . . . . . . . . . . . . c) m C�, om 0) 0 c� on (�; Z 00 (�o 06 01) to (z; u- C4 Ld 0) . . . . . . . . . . . . . . . . . . . :-F ..... ............. *0 ............................................................ 0 ............................................ ............. 0c.0 '352 -0 LU L) 352 "* * I * * * I * * * I I * I * I I * I .......... LLJ P -u') * ..... s c*4 Lo to CD 14- -Ict � 0 7 . .-j . T- . -c Lj to (or) - - - -'- - - - - -d 44- Z n u� + 7 0) EXIS TINC GROUND PROFI� 140 + co A T CEN TERL INE + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lon . . . . . . . . . . . . . . . (0 . . . . . . . . . . . n - - - - - - - . 0 0 .. -.- . - -� -. - - 'r . . 0') . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . . . . . . . . . ro, . ...... -.C%4 + c%4 n 0 . -i . I < u- to 4< j 0 . . . . . . . . . . . . . . .. 350 0451GN. Ft OWIK- PROR ............... ........... ................ ........................................................................................................................................... 350 0 .5 - CD +0-85% D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-0-25% . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25% + 0 5 70� > DESIGN FLOKINE PROFILE - FLO K INE PROFILE -4:0-0(17 6-' 348 ...................................................................................................................................................................................... 348 0 zz+uu z Z6, uu Z4+UU zb+uu c) z1+uu z8+Ou 29+00 30+00 C) 31+00 32+00 00 co -N- 46.97' ON CURVE 1 C) CO NORTH FLOWLINE PROFILE 132.98' (NTS) C) I 132.94' (NTS) C 0 I Q0 0 20 40 80 uj 0 > LL) mt C) z CD cq 0 + HORIZONTAL: 1"=40' VERTICAL: 1 "=2' ON CURVE c 0 a_ 0(0 m r 1) < 47.28' COMPACTED TO 95% MAX. DENSITY ON CUR I NO. 89698 TI=6.0 R=46 01 w co W C-4 0 r- pLou -1: 42.68'(NTS) 36.33'(NTS SEE TAPER TABLE "A" 132.98' (NTS) 132.94' (NTS) m 1-: v- U-) LO -j v- n VE - n C> (.0 ON CURVE UR ON CURVE w v- win- ON CURVE cr- It W LO Q:: 00 W CL 11 cr- n m 00 0 CO Lu V7 0 Q0 C) to -;� -r --� (0 1-0 00 c) c� Z-) 00 060) Lill 0; m 0i Q- I-- CL - 0 PO -j< 0) -j< 01) m o 6 o6 -j imo Ill 00 m 00 U-) L0 F- 0-) (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ljj . . . . . . . . . . . . . . . . . . . . . . . . . . . c) m C�, om 0) 0 c� on (�; Z 00 (�o 06 01) to (z; u- C4 Ld 0) . . . . . . . . . . . . . . . . . . . :-F ..... ............. *0 ............................................................ 0 ............................................ ............. 0c.0 '352 -0 LU L) 352 "* * I * * * I * * * I I * I * I I * I .......... LLJ P -u') * ..... s c*4 Lo to CD 14- -Ict � 0 7 . .-j . T- . -c Lj to (or) - - - -'- - - - - -d 44- Z n u� + 7 0) EXIS TINC GROUND PROFI� 140 + co A T CEN TERL INE + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lon . . . . . . . . . . . . . . . (0 . . . . . . . . . . . n - - - - - - - . 0 0 .. -.- . - -� -. - - 'r . . 0') . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X . . . . . . . . . . . . . . . . . . . . . . . . . . . ro, . ...... -.C%4 + c%4 n 0 . -i . I < u- to 4< j 0 . . . . . . . . . . . . . . .. 350 0451GN. Ft OWIK- PROR ............... ........... ................ ........................................................................................................................................... 350 0 .5 - CD +0-85% D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7-0-25% . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.25% + 0 5 70� > DESIGN FLOKINE PROFILE - FLO K INE PROFILE -4:0-0(17 6-' 348 ...................................................................................................................................................................................... 348 0 zz+uu z Z6, uu Z4+UU zb+uu Zb+UU* z1+uu z8+Ou 29+00 30+00 D F- 31+00 32+00 33+00 a 46.97' ON CURVE 1 NORTH FLOWLINE PROFILE 132.98' (NTS) < < 132.94' (NTS) C 0 m c1q ry co uj 0 > LL) mt 1 ON CURVE ON CURVE c 0 a_ 0(0 m 00 a- C*4 m CL 0 m cn -F 00-0 r- cp Z cr- Q c1q m -7 U C14 -7 0 1100) M r-, Lu uj LO LO W CD LO w C) 00 Q:� uj CO �X- m c6 -4- "q- u -j 00 m 00 o6 Qr- -.4- . . . . . . 00i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . to -j 0 0i . . . . O.z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r- n . . . . . . . . . . . 0 -C:) . . . . . . . . . . . . . . . . . . . . .. to . . . to . . . . . . . . . . . . . . . n . . . uj . . . . . . . . . . . . . . . . . 3: . . . . . . . . . . . . . C� -t LO pe) C:) .< c� ci 01) 0i a C) 0i < :5 352 1:1c+14 04 IL C14 + c'4 04 Lo u") cq :2 1-., 352 ........ oiu- .................................. "to ............................. (0 vj .................................................. f -XIS TING GROUND PROFI� Z- (0.(C� CD . . . . 0),r- '-d- __j + C3 u- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) . . . . . . . . . . . . . . . . . 0 n. . . . . . . . . 0:14 . . . . . . C5 OR + c%4 (6.+ +'C-4 LO -t (0 + t14 T CEN �f RZ INf ui n -+ C4._+ Q LO + -j . 0 00) + + . . . . . . . . . X . . . . C-4 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - u- u- . . . . . . . . M. -S - o - . . . . N U- C-4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . n . . . . . �4. . . . n �C . . . . . ISO 0 40f +051 /o -0.31% 350 ................................................................ . . . . . . . .... ...... . ................................................... .................... ....................................................... c o / :0.-31% 1 .350 a: 96 -S16 N FL 0 k INf - P,�OFIL E DATE 10/29/2020 ...................................................................................................... . . . . .357o .............. .......... .................... .................................... ........ +0-.2-5% PA JOB No. 3151 H + zt:) W -0-357o \- 1 4 R06 SHEET K P I D. -SIGN F40KIN P LE Q) I ........ * ............. ........ ............ Df SIGN . . . . . . ROFL .................................................................................................. 34.8- Ev 348 FL 0 * INE f F. 5 0770 �0. ro fo 0 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 SOUTH FLOWLINE PROFILE LO 1-2372 OF 13 SHEETS COB RECORDS No. z w D F- 0 z 04 <00 < 04 z < < 3: 0 -, uj 0 > LL) mt FEM [L z M - D UJ F- > uj OY cp Z :2 0 M uj 0 ui 0 XCL F- uj w 96 -S16 N FL 0 k INf - P,�OFIL E DATE 10/29/2020 ...................................................................................................... . . . . .357o .............. .......... .................... .................................... ........ +0-.2-5% PA JOB No. 3151 H + zt:) W -0-357o \- 1 4 R06 SHEET K P I D. -SIGN F40KIN P LE Q) I ........ * ............. ........ ............ Df SIGN . . . . . . ROFL .................................................................................................. 34.8- Ev 348 FL 0 * INE f F. 5 0770 �0. ro fo 0 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 SOUTH FLOWLINE PROFILE LO 1-2372 OF 13 SHEETS COB RECORDS No. CONSTRUCTION NOTES (MUIRLANDS PARKWAY 0 M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT STANDARD CURB RAMP PER C.O.B. STD. DWG. ST -10. F3_1 CONSTRUCT COMM ERCI AL/MULTI - FAMILY DRIVE APPROACH TYPE "A- PER C.O.B. STD. ST -3. M INSTALL TWO (2) 4" SCH. 40 PVC CONDUITS FOR FUTURE LANDSCAPING (30" MIN. COVER) F5_1 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2. r -fl CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH TYPE "B" PER C.O.B. STD. ST -4 (SEE PLAN VIEW FOR WIDTH) M CONSTRUCT CONSTRUCT 6" THICK CONCRETE PER C.O.B. STD. ST -4. r8__j SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. FL FLOWILINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWILINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL U11LITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE'PER PROPOSED C.O.B. STANDARDS INSTALL HOLOPHANE "GRANVILLE" PREMIER LED LUNAR (5 LED -4K 60W ARRAY) WITH 12 FT. HAMILTON ALUMINUM POLE OR EQUIVALENT AS APPROVED BY CITY ENGINEER. _c>_ EXISTING STREET LIGHT CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE - STREET CENTERLINE STREET RIGHT-OF-WAY PROPOSED STORM DRAIN EXISTING SEWER MAIN EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT DRILL SITE 33X-13 DRILL SITE ' 33X-1 3 NOTE: RETAINING CURB(S) SHALL BE BUILT AT TIME OF NOTE: RETAINING CUIRB(S) SHALL BE BUILT AT TIME OF CONSTRUCTION OF MULTI -USE TRAIL, DG PATH, MOW CURB, ETC. CONSTRUCTION OF M1JLTI-USE TRAIL, DG PATH, MOW CURB, ETC. 1 53.4 51.8 NG EXISTING BLOCK WALL 1EXISTING BLOCK WALL =G 52.9 NG 53-. 5 .3 FIG 5 FUTURE FUTURE 53.4 FG FIG FG; LANDSCAPE AREA / � 54.T :��>g gg) 7 X CONCRETE CURB-,.__ FIG t-01 &0% FG -I cq __-Fof jR-F AkTH LANDSCAPE AREA -Lo 1.0 a M CD 00 m _7 _ _ _ - Lo >< EXISTING IMPROVEMENTS 1p g� fj C14 :��->g 'j.< zzz:;;z -I N IL _--, - FUTURE M (PROTECT IN PLACE) GB _\_MULTI::�SE TRAI�� ZC�ONCRETE CURB 3F Ws C M U -T R -E >;< , Vol C-4 r-UTUR-E- Jim Lo EX I STIN 52*3 FIG 53.4 �55 co >< 01 T� PR MULTI -USE TRAIL- B- C�j FUTURE 4-� LANDSCAPE AREA TURE cq -G13 CD c: LANDSCAPE AREA-\,, IG1 02 b U, _N01 -------------------- - -------------------- 0,4 Z .1 4 3' WING 35' 3' WING 3' WING 35' 13' WI N G PASEO F-61 %%_ - I C,4 rC_`*'� DRIVEWAY "A" AREA DETAIL rD-"NI DRIVEWAY B AREA DETAIL I I + I$ P) I L r - SCALE 1 =30' �71 SCALE 1 =30' Q,) FUTURE - - GAS - cl _7> LOS-) Jo� (5) A, TRACT 7372-1 (BY SEPARATE PLANS) I G1 28 -<J> -\-EX. R/VV PER P.M. 12100 11 . . . . . . . . . . . . 1-2 37 ----3AS cl 5 @ 0; 14-- �11 51 5 51.6 CONSTRUCTION NOTES (SUMP DETAILS NG NG X-\- CONSTRUCT 6' CHAIN-LINK FENCE PER C.O.B. STD. DWG. IF 90.1, D-12. (NO SLATS OR CURBING) y y y y y T711 . - I. . r,_1_1 /I t CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. 'HWM I 1 7 1 rC5) ra) D-13. C14 CURVE TABLE 0- :z * ft� 0 CURVE RADIUS LENGTH DELTA TANGENT C1 1029.00' 587.83' 32*43'51" 302.18' C2 1000.00' 571.65' 32045'11" 293.87' C3 971.00' 1 554.67' 32*43'46" 1 285.13' 1 58' 1 1 96.9' 4 X I Cj) INSTALL D50 8" RIP -RAP x X_ pwpi 0 j I 3.6'_ 1 X1 48. 0 y CD TEMPORARY FLOWAGE AND DRAINAGE EASEMENT TO THE CITY OF FG I BAKERSFIELD TO BE DEDICATED PRIOR TO APPROVAL OF PLANS. PROPOSED EDGE OF PAVEMENT a CD 00 Lo BOTTOM OF SUMP=44.2 U_3 I 00 12:1 PROPOSED BARRICADE 2:1 00 ±> 54' LIST OF ABBREVIATIONS (SUMP DETAILS ONL u� if 12:1 :r: I -.- I I T_ cp >-:--- - (c� Fo FIG = FINISHED GRADE FL = FLOWLINE Ix 58' 1 1 1 _v) BOTTOM OF SUMP=44.0 L NG = NATURALGROUND EP = EDGE OFPAVEMENT x 3:: 1 2:1 U.N.O.= UNLESS NOTED OTHERWISE HWM= HIGH WATER MARK 54' - - MAX MAXIMUM x /J7 r- .2 48 A 11 1 1 1 8. it 741,c&� FG I 11 1 5.6 11 HWM_4� .6 PG&E GAS NOTES: _x_ x X ---------- M x CALL 811 (1-800-2227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) Lo X. 85.8' x IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NO.N-UTILTIES BEFORE YOU DIG, 8a 2 GRADE OR EXCAVATE. LLIFGd L 46 x 5 5 -96.9u . ...... ';G 51.1;51.2 51.1 51.2 6 NG NG ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF, UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24" OF VERTICAL SEPARATION, OR 12" WITH SPECIAL APPROVAL, FROM THE INOTE: SUMP SHALL BE PRIVATELY MAINTAINED NOTE: SUMP SHALL BE PRIVATELY MAINTAINED EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 60" OF COVER IS HIGH WATER ELEVATION=482 HIGH WATER ELEVATION=48.0 TO BE OVER THE TRANSMISSION LINE AT ANY TIME. VOLUME REQUIRED=17,499 EF. VOLUME REQUIRED=12,345 C.F. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE VOLUME PROVIDED=17,936 C.F. VOLUME PROVIDED=12,664 C.F. TRANSMISSION LINE, OR WITHIN 2 FT. FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN SIDE SLOPES 2:1 MAX (U.N.O.) SIDE SLOPES 2:1 MAX (U.N.O.) STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. K_A_"NTEMPORARY PRIVATE SUMP "B" DETAIL rB_--�TEMPORARY PRIVATE SUMP "C" DETAIL �,7 SCALE 1 =30' 1 �,, �7 SCALE 1'=30' U) - .l oui X 0> uj NOTE ))A)): .0 4m c1f DRILL SITE 33X-13 50' WIDE (FUTURE) LINEAR TRAIL SHALL BE H.O.A. EXISTING >_ (NOT A PART) MAINTAINED AND SEPARATE PLANS REVIEWED AND < C�M:2 TRACT 7347-2 0 APPROVED BY CITY OF BAKERSFIELD PARKS DEPT. Q z: 3: SEE DETAILrC SEE DETAILKD'� uj �,7 LANDSCAPE, MULTI -USE TRAIL AND SIDEWALK �7 (BY SEPARATE PLANS) EASEMENTS SHALL BE DEDICATED ON FINAL MAP. L0 -0- -4: IN \ \ \ \ EX. L/S' + STEPHAN J. DeBranch TRAIL Lo + CN EXISTING IMPROVEMENTS (SEE NOTE );A)) ABOVE) U- - -- - -- - -- - -- ic:). Lo +:t7 T L' EX. R/W PER P.M. 12100 M A < CN EX. L/S -(D-IG129 - I I I -A IG102-<::> F* rA -------------- 3: V) ----- ------------------- - - - _L 14 -4- ----------------------- 14-- 14- . ............... b U -i EX. R W PER P.M. 12100 + + 1> ED 1(3131 CD 27 1 r, j I I-% IG130 I ___ __ I I . Fy I /q no, 0- :z * ft� 0 Lr)_ LLJ _'_ - - - - - - - - 7 - EXISTING IMPROVEMENTS-t- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS�TING GI�OUND �DROf_l�t_ (3 C5 L0 0 C) -.4 - 39 cj:� 007- uj c1q . . . . . . . . . . . . . . . . . . . . . . V) F_ 38 GAS i c-f7ks S89*20'57"E 40 G -AS - 0)1 41 GAS i i 42 I - I GAS i 43 o I A.0 *-) - i - -+ G*S Q- 2-7 '��4�+ .................................................... -o-) r_1 §E W 4- o_P3_-< F-: C) LJJ FUTURE REMOVE EXISTING 1 14.88 \37+27.73 CD M F- - COMPACT EXISTING 1 (0 8 04 CD ui C14 21 ....................................................................................................................................................... E MISTING IMPROVEMENTS LLJ - - - _L 14 -4- ----------------------- 14-- 14- . ............... b U -i EX. R W PER P.M. 12100 + + 1> ED 1(3131 CD 27 1 r, j I I-% IG130 I ___ __ I I . Fy I /q no, PHASE 1 < d-6-:2 CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY U-) TI=6.0 R=46 -jo C) Lo C:) to lc�o Co � cnq 0 _j ........... 01 ........................................................................................ r.- ... . �-z uj c) uj 0 > 0io co co 47, C'4 U-) 1� rl_ Lq V_ Lo L !!n 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' EX. R/W PER P.M. 12100 L ------------------------------- --- -- ------- r_� - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS�TING GI�OUND �DROf_l�t_ . . . . . . . . . . . . . . . - =jtTXFST �NG LOT 4 . . . . . . . . . . . . . . . . . . . . . . V) F_ S�WWALK PARCEL MERGER 20-0084 ........... 2_1 ui . AT C -NT - E E ER� IN I ........ .. .... . . . . .. .................................................... ............................. FUTURE REMOVE EXISTING TEMPORARY FENCE 110 i��E AND BACKFILL, COMPACT EXISTING DEVELOPMENT SHALLOW BASIN PER SOILS REPORT ....................................................................................................................................................... (BY SEPARATE PLANS) RECOMMENDATIONS C)m 0 C) oi U -i z ............................................. +0.25%- F_ �ro V) x 00 00 uj 000-) 350* .... 4 + * ......... PHASE 1 < d-6-:2 CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY U-) TI=6.0 R=46 -jo C) Lo C:) to lc�o Co � cnq 0 _j ........... 01 ........................................................................................ r.- ... . �-z uj c) uj 0 > 0io co co 47, C'4 U-) 1� rl_ Lq V_ Lo L !!n 0 20 40 80 HORIZONTAL: 1"=40' VERTICAL: 1"=2' SOUTH FLOWLINE PROFILE d�u_w U- 06FL: w w do: �o cuoi oo_j 1-0%i ww2mwi!� z lu LLI cow w W w 0- :;kj z 5 L- z Of Lu = z 0 L U CC U0 po Ir co :� Lu to - 0) � Ci cy) C-) t'w- r 8 6:;� n 0 ww T 3% --1 V5 mw m k 2T8T_<,6 LLj 2 OF - W 5 0 LL S z z 0 L i i 0 LLj Ln Luu) (D < 0 CrLe- FM- r- F- FF = K 0;�� W ;E g R Z 0 F- CW:1 Z <reo -LI=3: 0 (6 Lwu Ite LOU 12 C6 c -) z< c>o is z Z 0 oa- a- m cl) 3z 0 � : ow 0 m 0 W> 65 ww WZFZ-22 W Z< OW F- (6 r < 1-- �Z_: 0 129 wo o o CUR LLJ LL z 0 < 3: um) w < w< w W z 0 OCL w ;;t8ffi2tww8z< o z Z CWL ix_- w = " o zo rzj) 'o 8 ZW F- <Z Wo < LWL- LL MW z 0 L wz ww wo w w>-8tHTF z 0 w w 'w, W> 2 z F- _j 11� LL __j o cn j :� uu,- zo Lu<pRzw>w m <w 8>:ww�_owowRw m 0 =)Zz*m CID UJ 0 UJ Z _j 0 < W _j _-, uj C-) c)_ F_ LU Lij 0 0 Lu Z U) >- U) mm Dick Tog Luz=) I- F- 0 (L F- 0 a W < M 0 c- 10 - U) 0 F_ V) 1 7- L0 n r) z C) cy) cy) W% 00 Lr) 0 1 LUC) C wz L_ o C\I w c > (c) 0 U) X < 08 w U- Clf) z w (o 06 w cy) Z 4) q U) z-+-a cy) C/) w (10 C) C) 0 CN ."I 00 C) + +n z r_� - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXIS�TING GI�OUND �DROf_l�t_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � - --- . . I,] + 04 . . . . . . . . . . . . . . . . . . . . . . 352 r1e) ........................................................... ........... ................. . AT C -NT - E E ER� IN I ........ .. .... . . . . .. .................................................... ............................. 352 I I <+0.257o) ....................................................................................................................................................... ............................................. +0.25%- NOTE*� VERIFY EXISfING LOC*ATION 350* .... ........ * ......... * ......... ......... . . . . . . . . . �Z -SIGN f Z 0 K INZ - PROFIL E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * AND ELEVATION IN FIELD, PRIOR TO - CONSTRUCTION'AND 'NOTIFY* ENGINEER* +0.25% IF THE�E ARE *ANY DI'-SCREPANCIES. +0.25% . . . . . . . . . . . . . . . . . . . . . . . . . . . FLOWL-INE' PROFIL-f . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 348* ............................................................................................................................................................................................................................. 348 33+00 34+00 3.5 + 00 36+00 37+00 38+00 39+00 40+00 41+00 42+ 00 43+00 NORTH. FLOWLINE PROFILE 11 V) " wuj,�- 11 Ld 110 00 :m -C:) �! D L0 n of r, Lcr:)) .0 MOf CD b C� V_ 04 0 - F- 0) < cy) + 00 00 C14 => eq -4 LLI ......... po� ........................................................................... .... U- V_ + C14 we) c; L0 .0 Cy) + + , . . N + LE -ilS TIN G i �'R 0 UNZ) PR Of _�Z _N I -E -q- o6 + 352* ... ff) ........................................................................ ..... in .............................. A T CEN TER� INZ V ............................................................................ n. - __j ............................................................................................................................................................ (+ 0. 2 �7-) +0.26% ......................... ......... ................. _i;I�TING FZOWLINE RROFI�f_ NOTE: VERIFY EXISTING LOCATION 350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -FL- INf PROFIL . . . -9iS-IGN OWL Z_- . . . . . . . . . . . . . . . . . . AND ELEVATI*.ON IN �IELD,- �RIOR- fO. . . " . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION- AND NOTIFY ENGINEER +0.25% IF THERE ARE ANY *DISCREPANCIES. +b.*25% P FL OWINf ROFILf 348* ............................................................................................................................................................................................................................. *'348 33+00 34+00 3%r-5+ 00 36+00 37+00 38+00 39+00 40+00 41+00 42+00 43+00 SOUTH FLOWLINE PROFILE d�u_w U- 06FL: w w do: �o cuoi oo_j 1-0%i ww2mwi!� z lu LLI cow w W w 0- :;kj z 5 L- z Of Lu = z 0 L U CC U0 po Ir co :� Lu to - 0) � Ci cy) C-) t'w- r 8 6:;� n 0 ww T 3% --1 V5 mw m k 2T8T_<,6 LLj 2 OF - W 5 0 LL S z z 0 L i i 0 LLj Ln Luu) (D < 0 CrLe- FM- r- F- FF = K 0;�� W ;E g R Z 0 F- CW:1 Z <reo -LI=3: 0 (6 Lwu Ite LOU 12 C6 c -) z< c>o is z Z 0 oa- a- m cl) 3z 0 � : ow 0 m 0 W> 65 ww WZFZ-22 W Z< OW F- (6 r < 1-- �Z_: 0 129 wo o o CUR LLJ LL z 0 < 3: um) w < w< w W z 0 OCL w ;;t8ffi2tww8z< o z Z CWL ix_- w = " o zo rzj) 'o 8 ZW F- <Z Wo < LWL- LL MW z 0 L wz ww wo w w>-8tHTF z 0 w w 'w, W> 2 z F- _j 11� LL __j o cn j :� uu,- zo Lu<pRzw>w m <w 8>:ww�_owowRw m 0 =)Zz*m CID UJ 0 UJ Z _j 0 < W _j _-, uj C-) c)_ F_ LU Lij 0 0 Lu Z U) >- U) mm Dick Tog Luz=) I- F- 0 (L F- 0 a W < M 0 c- 10 - U) 0 F_ V) 1 7- L0 n r) z C) cy) cy) W% 00 Lr) 0 1 LUC) C wz L_ o C\I w c > (c) 0 U) X < 08 w U- Clf) z w (o 06 w cy) Z 4) q U) z-+-a cy) C/) w (10 C) C) 0 CN ,\XAEER Lo 0 'k- cn a- > 0. cw /0 3 8 L0 + 00 (N C), 0 0 U) izo C) 0 0.1 Qf z u): uj Z j < i< 0 z w 0 U - w w 0 Z w F- 0 CD z w 5; (1) _LU > w ) 0 CL LL o ui ,\XAEER Lo 0 'k- cn a- > 0. cw /0 3 8 L0 + 00 (N C), 0 0 U) izo C) 0 0.1 Qf z u): uj Z j < i< 0 DATE 10/29/2020 4_j PA JOB No. 3151 H SHEET E 0 E Lo OF 13 SHEETS COB RECORDS NO. z 0 w w I I I DATE 10/29/2020 4_j PA JOB No. 3151 H SHEET E 0 E Lo OF 13 SHEETS COB RECORDS NO. CONSTRUCTION NOTES FA_� CONSTRUCT TYPE sf M" MEDIAN CURB PER C.O.B. STD. DWG. ST -2 FRI PROPOSED HARDSCAPE AND LANDSCAPE (SEE PLANS BY OTHERS) FM PROPOSED FLOWLINE RD] PROPOSED SWALE (FUTURE C&G FL) F -E-1 PROPOSED EDGE OF PAVEMENT 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. PROPOSED EDGE OF PAVEMENT 00 V- I 1 38+46.30 (5.00' LT) 38+60.30 (7.00' LT) 38+09.64 (7.00' LT) EC 60' RAD. BC 1' RAD. 51.50 TC=352.57 - TC=351.37 -7 C=351.74 38+27.64 (2.02' LT) MID -ARC 38+09.64 TC=351.79 CL DWY AC=350.96 C3 38+09.64 (7.00' R\T)) BC 2' RAD. 38+10.82 (6.61 RT) TC=351.63 EC 2' RAD/BC 60' RAD. AC=350.80 TC=351.65 AC=350.82 /A =JJV.O U4 38+62.30 (5. RT) 38-4-60.30 (5.00' LT) EC 1' RAD. BC l' RAD. TC=351.61 _��=351.41- AC=350.78 A 0.58 C 4 38+65.28 (5.00' RT) 38+62.30 (7.00' RT) BGN TAPER EC 1' RAD. TC=351.60 TC=351.56 AC=350.77 AC=350.73 38+ 8 (7.00' RT) TAPER TC = 354,5 AC=350.7 AREA DETAIL I -Z SCALE 1 of =10' I NO TAPER "A" TABLE STATION FUTURE 58+92.41 11.00' RT DEVELOPMENT 10.68' RT 59+12.41 (BY SEPARATE PLANS) RT 59+22.41 8.18' RT Q 50+76.39 (9.77' TT - - - 52+61 . (7.5�7 LT) BVC pIVC 53+05.28 (7.00' LT) TANGENT - �44 6. 3 7. 60 L f) LT) 56+61.41 (8.80' LT) 55+62.41 (7.00 BVC 57+61.39 (10.62' LT) r 07---�r--- wj= - --7//- -TC=348.99- TC=347.58-//7-- E ,T -A-1 AC=348.16 -Ac=346.75 END TAPER -TC=347.65 - co 77 AC=346.82 ^00 6.18' EVC - - -TC=34&96,- 'Ac=348.13 BGN TAPER -7 -TC=350.69- -7/ - TC= 352.18- - - - - =z//-- -PIVC-7 r AC=351.35 TC=353.48 AC=349.86 AC=352.65 TAPER "A" TABLE STATION OFFSET 58+92.41 11.00' RT 59+02.41 10.68' RT 59+12.41 9.76' RT 59+22.41 8.18' RT 59+32.41 6.00' RT TANGENT 49+35.28 59+72.41 4.00' LT 59+82.41 6.18' LT 59+92.41 7.76' LT 60+02.41 8.68' LT 60+12.41 9.00' LT TAPER "B" 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 _t 61.50' LT TANGENT TANGENT 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 54.00' LT TAPER "C" 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 40+72/0 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 54.00' LT PER "D" TABL 52 OFFSE/T W uj KTATION 402.28 2.33/ - - 40+1 77 2. 00' R T 40+27.X6 V31' RT 40+34.74\ /0.23' RT 40+42.22 '11 TOGE'X 1.22' LT 40+72/0 7. R' LT 40+7,9.58 9. 2N LT 40A7.06 10.28\LT +94.55 10.98' Q\T /41+02.04 11. 30' LT\ CURVE TABLE w4wipm IIIIIIIIII10ion m 13 ki rel: I ki 10 - �.��AmEwl W �9� - 58+61.37 (12.44' LT) EVC -TC=354.39- - AC=353.56 61+99.15 (13.00' LT) 58+92.41 (13.00' LT) ED) BC 2' RAD --WLNU IAI'tK--- 7- -1 =,50 -U TC=354.61 AC=356.22 AC=353.Z8 -H Ifil EXISTING F P 50 bl 52 5 5 4 W uj 55N00"56'511 EVC 57 58 BI 59 60 �o aj to I AC=352.54 AC=351.29 in C:) < cq ............ oIll A cm m A 52+61.39 (7.80' RT) 53+05.28 (7.00' RT) > 55+62.41 (7.00' RT) 56+61 39 (8.20' RT) 61.39 (9.41' RT) 17- SEE TAPER "A" TABLE 0+ 60+12.41 (9-00' LT) END BAY TAPER Ei 1 ui 50+76.42 (11.16' RT) P'VC END TAPER U-) -co U*) 54+46.38 (7.00' RT) BGN TAPER BVC PIVC > ui 0 TC=355.98 Uj uj V) BVC TC=347.67 AC=346.84 TC=347.75 AC=346.92 ��- EVC TC=349.06 TC=350.80 AC=349.97 TC=352.29 AC=351.46 TC=353.60 AC=352.77 58+92.41 (11.00' RT) BGN BAY TAPER -c -t AC=355.15 cc TC=349.06 -A "z �C=348.23_ =====AC=348.2I -58+61.39 (10.62' RT) TC=354.75 v- iT 7=7=7H �JT XJI xiT �JT Y. IT VIC -i-:. AC=353.92 kCL= 3 � L3. �§ I I TC=354.53 T-_ AC=353.70 UTURE TRACT 7372-2 (BY SEPARATE PLANS) PHASE 3 XJT XJT I SOUTH ALLEN �ROAD FUTURE DEVELOPMENT (BY SEPARATE PLANS) Q 41+95.28 (13.00' LT) 36+41.17 (7.00' LT) EE� 38+65.28 (7.00' RT) 41+51.90 (40.99' LT) END TAPER BGN MEDIAN _00 E BGN TAPER -TC=350,66- - -TC= 350.79- Ir AC=349.96 FA -1 -7/-TC=351.92- -11r- -7/ -11r -7 - - -TC=351.36 /,7 36+41.21 AC=351.09 /,A, 7- AC=350.53 AC=34§.83 '37- 40 4�_ NOO-56'51"E 42 43- A 36+41.25 (7.00' RT) 38+65.28 (7.00' RT) 41+51.88 (42.73' LT)j/ 41+95.28 (11.00' RT) BGN MEDIAN BGN TAPER TC=351.92 -001 TC=351.35 TC=350.68 BGN BAY TAPER AC=351.09 AC=350.52 AC=349.85 TC=350.82 Lo ul AC=349.99 r ... .................. LOT 3 PARCEL MERGER 20-0084 -SEE TAPER "B" TABLE - FUTURE VTTM 7376 (BY SEPARATE PLANS) 04 1 w I U) I 43+15.28 (13.00' LT) TC=351.47 n AC=350.64 A -4 5-+ 2-5. 1-9 1 -3. C FO_ L TA E BC 2' RAD. -777 -7r - -�Q=352.597//- __7 od AC=351.76 i - i 43+15.28 (9.00' LT) CID END BAY TAPEu\ TC=351.81 AC=350.98 PHASES 2 & 3 - 0 ly ti: "o - CCL w 0 co 0 w - M 0:=! C-) CL �z w zo uaj: 16 ww2wwwm<gE CWMZF-= Lnu >_ u- a. lz 00 if_ z rr Lzu 'o oz w=<610-owm - w co > �_ !�E co u- r oz 12 -j 0 1,- 8 & 5 0:� z w 55 x M 9 m z cr a- 0 0 0 < 0 oo� il-: L=n cwn 12 oz rx 'z '. �,-: @ �E a � 8 <z �3 w Lu co w my- aw zo �co con 0 z 0 .1 a. - V5 aw w >z- 0 wo T<08f�'266uw- S,�-F2Z23 -m ww Lq c,?- z z z -ouja L L < lw- w :ru o< 00 :;mo 'w 9 aw- wm �=- S !y 00 w< <w !�T8ffii=-l"ZZ2 Q �Z' u0i < 0 UJ u. �: Z 0 0 0 z UJ z z u- 2;z@w>8qw8@mwt = � 0 C-5 z is co z _,6�-6u<_wwwmTm < g c6T S 0 cL a �_ � 8wn-n<uw>w-i2p Z z<< a 2 =i_ 6 u_ w< 00 U- 2 � ,,- ww wx -wi po >: . u,-- g 05 0 < m ca 0 Z' = `9 , z z � Lu w o rn < cr_ w 0 CL > wwo z = 00,w oi w CD i_ a. �=_ 0 ww 63 6 4 j 4-- Z 0 62+82.41 --------------- T-1 -------- U3 61+99.15 (9.00, LT) " ----- ____ - _j B C 2' R A TnD EXISTING MEDIAN)r _j V) < x TC=357.15 z AC=356.32 < C) EXISTING FLOWLINE �_V, _,2 I ....... 0 z F- X It "'I - z C) (y) c1l) (o U) 0 1(0 o W z E 0 C'4 ui ct� > 0 161.. CA t- U_ cf) M z < ce uJ ozs Z q CN z cn w ca LLJ CN CD C) (0 CD 0 CL \XAEER 0) to V, CL > 0 0 w cow 1 64 - $ U) >- 6 41' 8' 116' 14 WHITE LANE < < (BY SEPARATE PLANS) 00 0 25 50 100 C) HORIZONTAL: 1"'=50' C) Z U) I< C) C) z C44s�j REVISIONS APPROVED: w FRED W. PORTER 11 DATE R.C.E. NO. 74059 (D zdIIIIP < MANPREET �. RFHI DATE 0 R.C.E. NO. 89698 FUTURE DEVELOPMENT (BY SEPARATE PLANS) 48+76.94 (7.50' RT) EVC TC=352.44 AC=351.61 SEE TAPER "C" TABLE -47+61.95 (9.00' RT)- PIVC 46+46.33 (9.00' RT) TC=353.58 48+55.28 (9.00' RT) 49+75.28 (11.00' LT) EC 2' RAD. AC=352.75 BGN BAY TAPER END BAY TAPER -7/-TC=353.73- - -,p- -TC=35?.77- TQ=350.51-7/ AC=352.90 46+76.37 (9.00' RT) AC=351.94 AC=349.68 I POVC HP (mf 45 @ 45+85.28 46 4-- n Ir TC=353.75 A NOO-56'51"E -2 - 9 4 -AC=352.92 i I 0) : '71-1 _ / 47 48 45+25.19 (9.00' LT) @ 1, t I BC 2' RAD. 46+46.33 (13-00' RT) 46+75.86 (13.00' RT) 48+55.28 (13.00' RT)/ I Tr=Ag;9 90 F 9' P An - Dnx/ w AC=351.86 TC=353.63 AC=352.80 PHASE 2 PHASE 1 MUIRLANDS PARKWAY (SEE SHEET 1 OR) 1 TC=353.61 TC=352.44 AC=352.81 AC=351.61 /-0 49 B 49+75.28 (13.00' RT) BGN TAPER TC=350.57 AC=349.74 < ILL 0 z w w z w W j < 0 0 _c .�2 0 04 U) 0 0 1� u- 0 U) -AA.r - - a - _j Z�b I �o > 47-+-61.4T ".0U"_RT)_ m F_ W uj PIVC EVC L0 _T TC=353.37 I TC=352.12 to I AC=352.54 AC=351.29 in C:) < cq cm <Z w LL > 0 CL LLI Z _j 0 0- :D U.J �_ V) Z w . . z w uj > ui 0 0 z :2 LLJ 0 Lli ui W UL W ) 0 w . F- LL 9 I m. W \XAEER 0) to V, CL > 0 0 w cow 1 64 - $ U) >- 6 41' 8' 116' 14 WHITE LANE < < (BY SEPARATE PLANS) 00 0 25 50 100 C) HORIZONTAL: 1"'=50' C) Z U) I< C) C) z C44s�j REVISIONS APPROVED: w FRED W. PORTER 11 DATE R.C.E. NO. 74059 (D zdIIIIP < MANPREET �. RFHI DATE 0 R.C.E. NO. 89698 FUTURE DEVELOPMENT (BY SEPARATE PLANS) 48+76.94 (7.50' RT) EVC TC=352.44 AC=351.61 SEE TAPER "C" TABLE -47+61.95 (9.00' RT)- PIVC 46+46.33 (9.00' RT) TC=353.58 48+55.28 (9.00' RT) 49+75.28 (11.00' LT) EC 2' RAD. AC=352.75 BGN BAY TAPER END BAY TAPER -7/-TC=353.73- - -,p- -TC=35?.77- TQ=350.51-7/ AC=352.90 46+76.37 (9.00' RT) AC=351.94 AC=349.68 I POVC HP (mf 45 @ 45+85.28 46 4-- n Ir TC=353.75 A NOO-56'51"E -2 - 9 4 -AC=352.92 i I 0) : '71-1 _ / 47 48 45+25.19 (9.00' LT) @ 1, t I BC 2' RAD. 46+46.33 (13-00' RT) 46+75.86 (13.00' RT) 48+55.28 (13.00' RT)/ I Tr=Ag;9 90 F 9' P An - Dnx/ w AC=351.86 TC=353.63 AC=352.80 PHASE 2 PHASE 1 MUIRLANDS PARKWAY (SEE SHEET 1 OR) 1 TC=353.61 TC=352.44 AC=352.81 AC=351.61 /-0 49 B 49+75.28 (13.00' RT) BGN TAPER TC=350.57 AC=349.74 < ILL 0 z w w z w W j < 0 0 _c .�2 0 04 U) 0 0 1� u- 0 U) -AA.r - - a - _j Z�b I �o > 47-+-61.4T ".0U"_RT)_ m F_ W uj PIVC EVC L0 XJT 47-+-61.4T ".0U"_RT)_ 4_&+X7&4_�13-.G0' R -T) XJT F_ PIVC EVC L0 _T TC=353.37 I TC=352.12 to I AC=352.54 AC=351.29 ,VHASE 3 FUTURE PHASE 1 TRACT 7372-2 (BY SEPARATE PLANS) > jw DATE 10/29/2020 41 PA JOB No. 3151 H 1.0 "mmm% rim SHEET 0 25 50 100 E HORIZONTAL: 1"=509 10 0- T_ Lo -73 7� OF 13 SHEETS COB RECORDS No. z nuj ZON in C:) < cq <Z > M a- Zm 0- :D U.J �_ V) > ui 0 0 z :2 LLJ 0 Lli 0 W CL F_ 0) > jw DATE 10/29/2020 41 PA JOB No. 3151 H 1.0 "mmm% rim SHEET 0 25 50 100 E HORIZONTAL: 1"=509 10 0- T_ Lo -73 7� OF 13 SHEETS COB RECORDS No. ROADSIDE SIGN & PAVEMENT DELINEA11ON NOTES 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 AT THE CONTRACTOR'S EXPENSE. SIGN CODES OM1 -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 R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R6-1 (L) oo-O cr co) Z 0 ONE WAY (LEFT) R7-9 04 NO PARKING BIKE LANE R26(CA) 0 0 3'. a?--z@gww-wjg2* NO PARKING ANYTIME R81 (CA) P.� Iw 0 co C-4 BIKE LANE W3-1 calf. aw- iE L" �! w, 0 STOP AHEAD W31 (CA) C) (.0 C) END 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. a< SIGN LE EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS 1 POST CONSTRUCT TEMPORARY BARRICADE ON SKIDS =-T y RR 111 - 1 MIS 1 0 Z\l ZE i�- F-= - " 'TO p 4$ 23 - - - - - - - - - - - - — - - — - - co a- XSTING STRIPING TO REMAIN 315 R -------- -------------------- -------------------------------------------------- - -------- ------------ 7R R -cq ------ --- -- ---------------------------------------- -------------------------------------------------------------------------- LI R EXISTING MEDIAN —T FUTURE PAEMENT DELINEA11ON LEGEND WITH W31(CA) AND (2) OM4-3 SIGNS (TO BE TRACT 7372-2 REMOVED WITH FUTURE CONSTRUCTION). INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, (BY SEPARATE PLANS) AND A20D. NUMBER IN( --)INDICATES DETAIL NO. ON STANDARD PLAN. A RELOCATE EXISTING SIGN. '*)VVirl ALLtN KVAU 51 INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. REMOVE EXISTING SIGN (SEE BELOW) FR -1 REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN (SALVAGE TO CONTRACTOR). CONFLICT WITH NEW CONSTRUCTION (TYPICAL). SIGN LOCATION PHASE 3 P-9 PAINT MEDIAN NOSES YELLOW FM INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. -0--9 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 (BY SEPARATE PLANS) CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. FUTURE L 0 25 50 100 HORIZONTAL: 1"=50' d SN S -R-0- W Rl -1 L --i w u_ u- U. d ZO%6 W2LwLg z C) cw0%T2w2<p8 um, 0 OR c1f) cy) oo-:2� wo- zo I-wl � LML I (=o: 0 wwx > 01) w I.- � f2ow-0 -,JO62 0 E W L- zw w,mu'RI32% m < z N� 0 04 WnTl6owwo§LL 0 1.- 1-- 1.- c/5 m og r'L w -�a cl � �2 8 i=-, 2 oz 0 302 ci? c) T- (.0 X;f U103 (z -q < 0 a-' x � a. F- !�C- Z'S 0 -6(0 a z Fpz-,o- 17--- �&6�2�8zpj,w a) 0 (6 ww z z 0 a u- W oo-O cr co) Z 0 U) >- 6Hxww a wzu co < 00) Iii 04 Inj �05 U0 - z rn zo zo ui oz � �2 oz E LU OZ$ W (D M 0 0 3'. a?--z@gww-wjg2* Z (D 0 %- -4--1 Lu 6 0 0 0 T P.� Iw 0 co C-4 a ud Cl c -, j w u- totf oz Cz:, OCL zo zz cc,) < z ui Lu calf. aw- iE L" �! w, 0 C-4 Z Z,, C) (.0 C) ua,- Lzu ww 55 2 CN 0 WwDxz�-<862D oww �i8woEglx-F CL jo j -i CW6 uj ow >w ow U. 3: z F- T 5 0 -1 it LL < 0 cf) u- w L z 0 w a. Lu a > a< n;ww"90500- UJ 0 C-) CD Z X W LLJ Z 0 < M cw R --, uj C-) a. > �- ui w o ui z (1) >- W XxDwxoiwzn Rl -1 cw R - 7 0 a. �- 0 Cl w L.Li REVISIONS APPROVED: m .y� FRED W. PORTER 11 DATE R.C.E. NO. 74059 L o 1�4WCO d S; A " -Irllt)2-1 MAKPREET Sr. BEHL DATE DEVELOPMENT I —4, (BY SEPARATE PLANS) r 0) L0 0 uj > U C.) w o- — — — — — — vvjlk /A] LON BARRICA R6-1 SNS %--FUTURE FLOWLINE Rl -1 PROPOSED E P R4-7 Rl 1 END_M PROPOSED SWALE (FUTURE C&G FL) OM1 -3 -1 C-01 rm EXISTING E.P. PROPOSED E.�P3. 161. 7 -7/ 7- -7 7- -7/— 7r �7- 11-r- --7//— 7- —11r- --7// -7 —7r— -77 < D C�41 t Y R6-1 (L) t -C-4 (n 0 UJ T- -- — -- 4 --------------- 53 54 55 b6 57 58 59 60 61 Nx- 62 63 6 i — i i — — i — — i i-- i — — — i i — i — �- — I I /1\ - I fill - i 00 D I ",F I — — z N�ll I I - — t��!! - 8 1.1 Z ml LjLLJ V) C/) -------------------- .7 -------------------------------------------- - i EXISTING MEDIAN j V) C) Z RELOCATE EXISTING F < 5-< STREET BARRICADE W Rl-1 U -i EXISTING STRIPING TO REMAIN C14 REL06ATE EXISTIN w ADVERTISEMENT Omi-3 EXISTING FLOWLINE C) C) r op- oz$ Ile- do. W3-� R7-9 R "7- 9 R7-9 — - - — - - m-lRl-1 - - - - - - 0 R7-9 — - - — - - — - - — - - T R7-9 z 7 z Q. F UTURE TRACT 7372-2 uj 0 (BY SEPARATE PLANS) I I WHITE LANE < PHASE 3 (SEE ABOVE) 0 z Lu z 0 25 50 100 —A 0 u FUTURE 04 ui DEVELOPMENT (BY SEPARATE PLANS) A, Rl -1 m .- -7 \-PROPOSED SWALE (FUTURE C&G FL) PROPOSED E.P. 11:01 QM PROPOSED E.P.A - !PR4 1-3 /7_ --7/ 7----p —1 //— — — -7 —117— -7/— 7r —117— -7/— 7' V/— -T ---71 -7/ -1lr 77- -37 J 8 39 40 41 42 + C/) ig �r- \LPROPOSED MEDIAN m LOT 3 PARCEL MERGER 20-0084 FUTURE VTTM 7376 (BY SEPARATE PLANS) ,,,�7m:P4-4 �4 -45 Lo n Ri -1 R7 -9L --i R7-9 PHASE 2 PHASE 1 PHASE 2 HORIZONTAL: 1"=50' F' 0 MUIRLAND9 PARKWAY 0 (BY SEPARATE PLANS) FUTURE DEVELOPMENT r4) (BY SEPARATE PLANS) 'o 0 0 Lo 0 U) U) 7 ............... SN S -R-0- W Rl -1 L --i bWALt �tUIUKt U& tL) WE T F- -cl PROPOSED E.P. zn 7- —�7- cv 717- u- — c 0 Lu (L LL I c"a cls! f F- fl� 0 ui w Z 4 85.28 46 0 rio z W w 3: - D Ld F- V) i-- m w �8 uj 0 III 1) U. > w 0 w a. a a< r 0) L0 0 uj > U C.) w o- — — — — — — vvjlk /A] LON BARRICA R6-1 SNS %--FUTURE FLOWLINE Rl -1 PROPOSED E P R4-7 Rl 1 END_M PROPOSED SWALE (FUTURE C&G FL) OM1 -3 -1 C-01 rm EXISTING E.P. PROPOSED E.�P3. 161. 7 -7/ 7- -7 7- -7/— 7r �7- 11-r- --7//— 7- —11r- --7// -7 —7r— -77 < D C�41 t Y R6-1 (L) t -C-4 (n 0 UJ T- -- — -- 4 --------------- 53 54 55 b6 57 58 59 60 61 Nx- 62 63 6 i — i i — — i — — i i-- i — — — i i — i — �- — I I /1\ - I fill - i 00 D I ",F I — — z N�ll I I - — t��!! - 8 1.1 Z ml LjLLJ V) C/) -------------------- .7 -------------------------------------------- - i EXISTING MEDIAN j V) C) Z RELOCATE EXISTING F < 5-< STREET BARRICADE W Rl-1 U -i EXISTING STRIPING TO REMAIN C14 REL06ATE EXISTIN w ADVERTISEMENT Omi-3 EXISTING FLOWLINE C) C) r op- oz$ Ile- do. W3-� R7-9 R "7- 9 R7-9 — - - — - - m-lRl-1 - - - - - - 0 R7-9 — - - — - - — - - — - - T R7-9 z 7 z Q. F UTURE TRACT 7372-2 uj 0 (BY SEPARATE PLANS) I I WHITE LANE < PHASE 3 (SEE ABOVE) 0 z Lu z 0 25 50 100 —A 0 u FUTURE 04 ui DEVELOPMENT (BY SEPARATE PLANS) A, Rl -1 m .- -7 \-PROPOSED SWALE (FUTURE C&G FL) PROPOSED E.P. 11:01 QM PROPOSED E.P.A - !PR4 1-3 /7_ --7/ 7----p —1 //— — — -7 —117— -7/— 7r —117— -7/— 7' V/— -T ---71 -7/ -1lr 77- -37 J 8 39 40 41 42 + C/) ig �r- \LPROPOSED MEDIAN m LOT 3 PARCEL MERGER 20-0084 FUTURE VTTM 7376 (BY SEPARATE PLANS) ,,,�7m:P4-4 �4 -45 Lo n Ri -1 R7 -9L --i R7-9 PHASE 2 PHASE 1 PHASE 2 HORIZONTAL: 1"=50' F' 0 MUIRLAND9 PARKWAY 0 (BY SEPARATE PLANS) FUTURE DEVELOPMENT r4) (BY SEPARATE PLANS) 'o 0 0 Lo 0 U) U) 7 ............... 41 SNS FUTURE 10 9/2020 METRO PHASE 3 PA JOB No. 3151 H 14' 12' 12' 14 16' TRACT 7372-2 1 - c 1 12' 38's 251 PHASE 1 1 (BY SEPARATE PLANS) 0) SHEET �54' E > 0 PHASE 3 MUIRLANDS PARKWAY E (SEE SHEET 11R) 0 251 -- 05-7 100 Lo 0% L , f f A i- t A po ---- I OF 13 SHEETS cd8r'9Mos No-. SN S -R-0- W Rl -1 L --i bWALt �tUIUKt U& tL) WE T F- -cl PROPOSED E.P. zn 7- —�7- --7 //7- -7 7r- - 717- u- — c 0 Z I c"a cls! f _j n 4 85.28 46 49 50 51 —4W z Z - D Ld F- V) 47 �8 M z 12 o CK CL F- V) 1 cw R Rl -1 cw R - 7 L.Li V) 0 1 3 C14 0) (n C-01 - - -- - -- -- - R26(CA) R7 -9k 1 - -- 137-9 STOP R81 (CA)!b�- 41 SNS FUTURE 10 9/2020 METRO PHASE 3 PA JOB No. 3151 H 14' 12' 12' 14 16' TRACT 7372-2 1 - c 1 12' 38's 251 PHASE 1 1 (BY SEPARATE PLANS) 0) SHEET �54' E > 0 PHASE 3 MUIRLANDS PARKWAY E (SEE SHEET 11R) 0 251 -- 05-7 100 Lo 0% L , f f A i- t A po ---- I OF 13 SHEETS cd8r'9Mos No-. z F- zn C C14 Z < 0, 25 '--, LILJ > LIJ Z - D Ld F- V) > LAi 0 z ui 0 Lj o CK CL F- 55 w 41 SNS FUTURE 10 9/2020 METRO PHASE 3 PA JOB No. 3151 H 14' 12' 12' 14 16' TRACT 7372-2 1 - c 1 12' 38's 251 PHASE 1 1 (BY SEPARATE PLANS) 0) SHEET �54' E > 0 PHASE 3 MUIRLANDS PARKWAY E (SEE SHEET 11R) 0 251 -- 05-7 100 Lo 0% L , f f A i- t A po ---- I OF 13 SHEETS cd8r'9Mos No-. CONSTRUCTION NOTES M 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. 0 �6121, ALLEN ROAD (SEE SHEET 8 6K 7) x 4_1 woo, Lo CN (6 0 + C-41 04 3 PHASE PHASE 2 ?Nvol( PROPOSED SUMP cou (SEE SEWER & STORM DRAIN PLANS) AIR sv_? uj LLJ FUTURE 0 Q_ ------- 7 -------- 7 ------- 7 -------- r ------- 7 ------- - TRACT 7372-2 I It It I (BY SEPARATE PLANS) I it ILI -Ii( - - - - - - - - - - - - - - - - -- - - - - - - -- of X X x u") 25+76.2 9.00' LT)=-=�� 26+29.54 (9.00' LT)------ - - - - - - 29+30.40 (9.00' LT)- - _�AP CN END BAY TAPER END TURN LANE TAPER BC 108' RAD. 1 TC=351.29 I TC=350.99 LO CN TC=350.24 AC -=350 . 46 1/ NJ AC=350.16 AC=349.41 r92+91 78 (0 00' LT) _ct 24+86.22 �0.00 LT) SEE TAPER "A" TABLE EC 5' RAD. U-) _00 BGN BAY TAPER TC=352.73 TC=351.82 AC=351.90 AC=350.99 2 4 25 \25+06. Ell/ co 22+91.78 (10.00' RT) 24+86.212 (10.00' RT) EC 5' RAID. ANGLE PT. TC=352.42 TC=351.78 AC=351.59 AC=350.95 CN I v- Lli Uj Q_ a - FUTURE LOT 3 PARCEL MERGER 20-0084 FUTURE VTTM 7376 (BY SEPARATE PLANS) 26 S89'20'57"E 2 i 7 26+45.96 (9.00' RT) ANGLE PT. TC=351.28 AC=350.45 TRACT 7372-1 PASEO I (BY SEPARATE PLANS) -,37+27.73 (9.00' LT) - EC 1009' RAID. TC=351.71 AC=350.88 OPINIONS 37 GAS-- ---GAS- 3 -55 C4� @ 7,A PHASE 1 2i8 29 LOT 4 PARCEL MERGER 20-0084 FUTURE VTTM 7376 (BY SEPARATE PLANS) 0 w I _AL_ A& PHASE 1 FUTURE DEVELOPMENT (BY SEPARATE PLANS) 29+30.40 (9.00' RT) BC 108' RAD. TC=350.15 AC=349.32 I R, TAPER "A"TABLE STATION OFFSET 24+86.22 0.00' LT 24+93.72 0.14' LT 25+01.22 0.56' LT 25+08.72 1.27' LT 25+16.22 2.25' LT TANGENT 25+46.22 6.75' LT 25+53.72 7.73' LT 25+61.22 8.44' LT 25+68.72 8.86' LT 25+76.22 9.00' LT LARIMAR DRIVE (BY SEPARATE PLANS) It H 11 It FUTURE TRACT 7372-1 (BY SEPARATE PLANS) -31+56.47 (9.00' LT) BC 1009' RAID. TC=350.24 CN CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 5.00' 15.71' 180*00'00' C) U C2 1009.00' 576640' 32#43'51 " 296.30' C3 991.00 ' 1 566.47' 32-45'04" 291.21' C4 1 1000.00' 1 571.65' 32#45'11" 293.87' FUTURE TRACT 7372-1 (BY SEPARATE PLANS) -31+56.47 (9.00' LT) BC 1009' RAID. TC=350.24 CN C4 -,h, L.Lj 0 C3 --j 31+56.12 (9.00' RT) TC=350.15 _T BC 991' RAD. AC=349.32 SEE ROUNDABOUT DETAIL ON SHEET 12 0 20 40 80 HORIZONTAL: 1"=40* EXISTING TRACT 7347-2 (BY SEPARATE PLANS) --42+14.88 (9.00' LT)_ ENDMEDI AN -MATCH X. TC=352.193 AC=352_A0 1 ---------- --------- -- ------ EXISTING IMPROVEMENTS ------------------------ 4 2 43 -G*S -+GAS ---,.,-EXISTING MEDIAW" V) (n \42+14.�8--- 0 x EXISTING IMPROVEMENTS z ui ------------------ --------------- 42+14.88 (9.00' RT) END MEDIAN -MATCH EX. AC=351.93 0 REVISIONS APPROVED. FRED W. PORTER 11 DATE R.C.E. NO. 74059 "Vele-OA;FA MAIPREET "S. BEHL DAT 0 20 40 80 HORIZONTAL: 1"=40' COB RECORDS No. z Lu u- U. �0_ wm 2 W-3 d zw ww wo wwT2wT>< 'r - z C) w m g 8 Z 00- ;2! cv) (y) �2' ,W3� cr) L0 U) m co uo- i=- zw W�- 6 IZ-8ffiRog7�30E C) U w j z(o 0=) z W3:w -i z 0 r-- F_ >_ !t-- C-4 umj m: 0 Lu (!) I— c,0 m Iwo il-r) Lu z I_ c" a 0 w i� 0<�!g S z z 105 0 UJ 3: ER Lu Cn > (0 w a. 0 0 g Lau) 0 < 0 CwL I.- �=_ = g to 7j)" 9:Flx z 0 1- 2 0 q__ <XO dww�0806mZ0 ad (1) u- L_ U) z Z OL Q- 6 z R:�: aw. 0 953:2w_0 0 Lw 6 >_ >w 55 T Li W z 0 !� z< tuaj C/) p: zw 0 a m C'4 W (0 21w�_F292966ww g 0 § < 3: , " cz/) E'9 0 2 W cy) 06 Z a) q a �- z ua g cwn � 0 0* J w 1�_ 0 �E Q�_ w<- cwl :c 0 25 C.) o *5 (1) N Lwu CL La- al -- co 0- u w u- W_ 0z za < 0 W < Z ce) UJI UJ WO Z = L5 Z CWL F- OW jS a Cj) Z < T 8 Q0 (0 C) 2L,, iz- g Lmu , tc WZ z) Z) Luu- sz-c@>w0w00gwm,u_ C) cz 0 Z w 2 W V�,W, W> Q� U- r .:zP!5a_j0 < < 0 3�: . W I I � L U Offi �>;� U-2, =(J) L 23 w L U 4 E2 w <� a Wz w w i 0 CL M w !Hw00z_j9z*m OM w w _Iww F_ 0 L) jL w w z T T 0 � 0 m: = �E:n �_ I— a 0. F_ 0 0 Ix m C4 -,h, L.Lj 0 C3 --j 31+56.12 (9.00' RT) TC=350.15 _T BC 991' RAD. AC=349.32 SEE ROUNDABOUT DETAIL ON SHEET 12 0 20 40 80 HORIZONTAL: 1"=40* EXISTING TRACT 7347-2 (BY SEPARATE PLANS) --42+14.88 (9.00' LT)_ ENDMEDI AN -MATCH X. TC=352.193 AC=352_A0 1 ---------- --------- -- ------ EXISTING IMPROVEMENTS ------------------------ 4 2 43 -G*S -+GAS ---,.,-EXISTING MEDIAW" V) (n \42+14.�8--- 0 x EXISTING IMPROVEMENTS z ui ------------------ --------------- 42+14.88 (9.00' RT) END MEDIAN -MATCH EX. AC=351.93 0 REVISIONS APPROVED. FRED W. PORTER 11 DATE R.C.E. NO. 74059 "Vele-OA;FA MAIPREET "S. BEHL DAT 0 20 40 80 HORIZONTAL: 1"=40' COB RECORDS No. r 'R L 0 L0 W 0 Of) CL > w ci 0 z 00 0 c� Z U) I <. 0 c) 0 z AIN w D >_ > 0, < 0 w 0. U) 0, z 0 Lu z Y) 04 l<0 N, LO 0 0) =3 QY > 0 a) U) U) 0 s - c a c _0 c F_ V) I L0 n z D 1- 0 OUJ Z C-4 < C) 04 z a. U - < 3:: < 0 " -- 0 CL w W Z 0 _j 5.: 0 C13 cz z w F- Z w 2 W a- D LLJ F- V) 0 W > w LL w i 0 CL LL a w r 'R L 0 L0 W 0 Of) CL > w ci 0 z 00 0 c� Z U) I <. 0 c) 0 z AIN w D >_ > 0, < 0 w 0. U) 0, z 0 Lu z Y) 04 l<0 N, LO 0 0) =3 QY > 0 a) U) U) 0 s - c a c _0 c F_ V) I L0 n DATE 10/29/2020 v) PA JOB No. 3151 H U) SHEET 0 cl E OF 13 SHEETS z D 1- 0 OUJ Z C-4 < C) 04 z < 3:: < 0 " -- LLJ Cl > LLI cz a- D LLJ F- V) > Lli . oy cn Z m C) Li 0 L.Li 0 Q� 0- F- U) ruwj < DATE 10/29/2020 v) PA JOB No. 3151 H U) SHEET 0 cl E OF 13 SHEETS ROADSIDE SIGN & PAVEMENT DELINEA11ON NOTE 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 AT THE CONTRACTOR'S EXPENSE. souill ALLEN ROAD A (SEE SHEET El r / / I SNS -METRO PAVEMENT DELINEATION LEGEND YELLOW DIAMOND OBJECT MARKER INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, YIELD SIGN AND A20D. NUMBER 4K) INDICATES DETAIL NO. ON STANDARD PLAN. - Oslo 12" WHITE CROSSWALK LINE AS SHOWN. F -R] - x ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN - CONFLICT WITH NEW CONSTRUCTION (TYPICAL). M PAINT MEDIAN 4 4 INSTALL r / / I SNS -METRO PAVEMENT DELINEATION LEGEND YELLOW DIAMOND OBJECT MARKER INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, YIELD SIGN AND A20D. NUMBER 4K) INDICATES DETAIL NO. ON STANDARD PLAN. - INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. F -R] REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN - CONFLICT WITH NEW CONSTRUCTION (TYPICAL). M PAINT MEDIAN NOSES YELLOW FD-] INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) -t. INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. -,$7 INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. *_ -09 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 NO PARKING ANYTIME Wl 6-7P YIELD INSTALL "YIELD" LEGEND AS SHOWN - INSTALL CONTINENTAL CROSSWALK MARKING PER RSP A24F yyyyy INSTALL YIELD LINE MARKING PER A24D & RSP A24E NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 9gr600l 0,001RI FUTURE TRACT 7372-2 111 I\k I (BY SEPARATE PLANS) jj�� jj�� I kA W31 (CA) 62) OM4-3 ON S MP FENCE SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 SIGNS 1 POST A RELOCATE EXISTING SIGN. REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION CONSTRUCT TEMPORARY BARRICADE ON SKIDS WITH W31(CA) AND (2) OM4-3 SIGNS (TO BE REMOVED WITH FUTURE CONSTRUCTION). SIGN CODES Omi-3 - YELLOW DIAMOND OBJECT MARKER R1-2 - YIELD SIGN OM4-3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN Rl-1 - STOP SIGN R6 -5P - ROUNDABOUT SYMBOL R4-7 - DIVIDED ROAD W2-6 - CIRCULAR INTERSECTION R 6 -1 (R) - ONE WAY (RIGHT) Wl 6-17P - ROUNDABOUT Wl 1 -2 - PEDESTRIAN CROSSING R26(CA) - NO PARKING ANYTIME Wl 6-7P - DIAGONAL DOWNWARD ARROW W4-2 - LANE ENDS R4-1 - DO NOT PASS W31(CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. PROPOSED SUMP (SEE SEWER & STORM DRAIN PLANS) ----------------------------------------------------- < _Li_11 ------------------------------------------------------------- STOP STOP ol W4----2-WJ LOT 4 --A f* LOT 3 4'� —1 PARCEL MERGER 20-0084 1. 23' !6' 12 9 PARCEL MERGER 20-0084 2t 1 t2' 4 $� � 411 64' 6 FUTURE FUTURE �o 70 VTTM 7376 VTTM 7376 I (BY SEPARATE PLANS) (BY SEPARATE PLANS) PHASE 1 FUTURE TRACT 7372-1 (BY SEPARATE PLANS) R26 CA 37 36 + R26 CA LARIMAR DRIVE (BY SEPARATE PLANS) Y U- g QU_ U- �E 2 �0_ UMJ 1-0%wz ww2LL9 z W W fn co T 2 W T E � -� .- 8 �=-1 I-- t wz on- lgz��gwmwm�__ co > (1) u- oz w -- I- z --i cn C6 maffiRS2132g mw I,- 3�;� z w w w 0 T = mw 2 2 F- F- F- C/) w n 0 UJ 3: cr- o o 02 < 0 CWL FX- t� r I T W § 2 M Z' no F- d t � 8 z< >m- (w) 11) uj lu cnc6mzR z z ow LCIL r Li 253, . s w g 6!� 9 0- (1) z u o w w >_ L> ll� a �X_ aw) 00: gw <Z 6 6 LWL- l=_Fozm8 _m LL go§<z§W0210=;� Z < ouli Lu cl) Z ca 2 ;;0,8ffimtww8�,z< 0 ow- Zz wa. �m- w !R'w 00 z a': 0 8 oz ('0 co" 2T wviow<Quw- �_ z w (1) U) C-) z E CWo F- at Z w 'E'Ll 0z Lzu LL wa�<W.,>,<8MV590' (1) LU =�:C Z < C-) z a co ui uj w oz<:w-jl 6 �; 8 t E M 'T cl)!E gir- --i Uj L>u 2 p 0 (o ui 2: z a X: Uzi Lcul �:: �; �; > Q --ij ow CLIL) r � 0� U- Z AD ROVED: uj o REVISIONS Vu P ui a in g W. t3 9 um) (,ZD uz) Fr uj LLI 0 UJ Z _j 0 X _j -, W 0 Q_ w oc Zo i ouj Z>- =0) FRED W. PORTER 11 DATE I- a CL 0 w < 2 P r P" 1\10 '7Ar)r-.,Q I MAPREET IS. BEHL DATE R.C.E. NO. 89698 FUTURE TRACT 7372-1 (BY SEPARATE PLANS) NS W11_2 L--iR.26 CA W16 -7P ILJ c\j b z c) c1r) cy) W% L0 (D U) a u.j z — 0 >- h-_ CN w co _dco o06 co) u) z cu M 04 W ..;- (o ozs W w M W CN Z (y) UJI w 04 F- 0 C) N 0 CL L Ll W Lai > co.) _L& w - _j LLJ z __j Q. Lu Lli w 00 o C:) < CL c) Z w 1 0 rw% C) CD z Z N Lij w z 0 uj z o v- Coll CL < 0 < 04 (D 0 20 40 80 z W HORIZONTAL: 1"=40' uj a- LL uj C) > LLI 0 w LJJ :2 cl- Z M LLJ z w F- z w 2 W > Lu 0 0 cf) > w w LL w 0 0'. a w W Lai > co.) _L& w - _j LLJ z __j Q. Lu Lli w 00 o C:) < CL c) Z w 1 0 rw% C) CD EXISTING TRACT 7347-2 (BY SEPARATE PLANS) DRILL SITE 33X-13 C14 Lo R26(CA) R26(CA) ---------------- =77== -4 --------------------- 77 < Lo EXISTING IMPROVEMENTS 0) C'4 clq ----I — — — — — — — — — — — — — — — — — — — — — — — — — 38 39 40 S89*20'57"E 41 42 4 i 3 i I— I _+ — I - i . i — 1) CIL z 1 �48 § F= \37+27.73 V) V) -b " X EXISTING IMPROVEMENT,, z co --------- ------- - I R26(CA)..&--j - ----------------------------- -- ---------------------------- - - - — - - — - - — - - — - - — - - — - - — - - — - - — - - R26(CA)" jR 2 6 �C� LOT 4 "R26CA rtAMk.X_L IVILMULM /_U—UU0'+ FUTURE VTTM 7376 (BY SEPARATE PLANS) PHASE 1 L 0 20 40 80 HORIZONTAL: 1"=40' %woo; cl o z 0 w CL 0, _c F� W U) 04 z < Ln F_ 0 0 U) ry 0) c .a V) W L0 n c z Z N od w z 0 uj z o v- Coll CL < 0 < 04 (D 0 20 40 80 z W HORIZONTAL: 1"=40' uj C) > LLI EXISTING TRACT 7347-2 (BY SEPARATE PLANS) DRILL SITE 33X-13 C14 Lo R26(CA) R26(CA) ---------------- =77== -4 --------------------- 77 < Lo EXISTING IMPROVEMENTS 0) C'4 clq ----I — — — — — — — — — — — — — — — — — — — — — — — — — 38 39 40 S89*20'57"E 41 42 4 i 3 i I— I _+ — I - i . i — 1) CIL z 1 �48 § F= \37+27.73 V) V) -b " X EXISTING IMPROVEMENT,, z co --------- ------- - I R26(CA)..&--j - ----------------------------- -- ---------------------------- - - - — - - — - - — - - — - - — - - — - - — - - — - - — - - R26(CA)" jR 2 6 �C� LOT 4 "R26CA rtAMk.X_L IVILMULM /_U—UU0'+ FUTURE VTTM 7376 (BY SEPARATE PLANS) PHASE 1 L 0 20 40 80 HORIZONTAL: 1"=40' %woo; cl o z 0 w CL 0, _c F� W U) 04 z < Ln F_ 0 0 U) ry 0) c .a V) W L0 n c DATE 10/29/202 41 V) ,,, PA JOB No. 3151 vi SHEET ia) 0 E 1,1-7372 OF 13 SHEETS COB RECORDSNo. z w D F- 0 uj z o v- Coll < 0 < 04 z < uj C) > LLI :2 cl- Z LLJ > Lu 0 Z ui 0 ui 0 W CL F- �5 w DATE 10/29/202 41 V) ,,, PA JOB No. 3151 vi SHEET ia) 0 E 1,1-7372 OF 13 SHEETS COB RECORDSNo. 691 50 - - -- - -- CONSTRUC'RON NO -FES (THIS SHEET ONLYJ R=1 /2" 1 1/2' CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 7- 7) ROUNDABOUT LANDSCAPED AREA - 7-17- 1177- =,11-7 v/ 2.00% M CONSTRUCT 4" THICK CONCRETE (PER CITY STANDARDS) STA. 21+10.55 STA. 21+10.55 49 EC 108' RAD. EC 108' RAD. T 3 CONSTRUCT CURB RAMP' PER C.O.B. STD. DWG. ST -10. 5.25' LT 5.25' RT (LS) TC ELEV=49.57 TC ELEV=49.57 F4_1 CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD.- DWG. ST -2. 4 6" AC ELEV=48.74 4 AC ELEV=48.74 y\ C'4 2 2Z MAX R=1 /2" F-51 INSTALL 2, #4 LONGITUDINAL BARS IN CONCRETE CURB (S' CLEAR, TYP.). A. �'. A. >\ A STA. 20+91.17 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. X 4 4 .,A A -4 A A A A BC 1 RAD. I 6.93 RT I A A y STA. 20+92.39 STA. 20+92.39 000 2) SIDEWALK/CURB RAMP LANDING SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION. A' Tr' ELEV=49.66 0000 N 0 0,0, FS ELEV=48.83 AD. 0 3) ADD 300' TO DESIGN ELEVATIONS. �0 EC 1' RAD. 11 00 4 SLOPE VARIES 7.90' LT 7.90' RT o? _< / / F31 0 0-0 E3 Y V //A C. PAVEMEN 0, TC ELEV=49.64 TC ELEV=49.64 'j 0 -4 AC ELEV=48.81 000 LLJ 4, 0 0 A� 0 7 \�- o AC ELEV=48.81 c 000 in F =48.9306 'Joo TIOUS X// 0 CONSTRUCT 6" THICK CONCRETE APRON WITH MINIMUM 590# CEMENTI US oo 000 4 000 .0.00 STA. 20+§1.17 0 MATERIAL PER C.Y. OVER 12" NAT. GRD. COMPACTED TO 95% MAX. DENSITY. x X A 00,,�, 06. 0.0 40 '13C I RAD.: 'o -O' A '00 STAMPED CONCRETE PATTERN AND COLOR TO MATCH PROPOSED LANDSCAPE Ewa 0 Y. 096 6.93' 00, MEDIANS BY LANDSCAPE ARCHITECT'S PLANS, MATERIAL AND TYPE SHALL BE A N STA. 20+80.50 o. - LT. 0,0 STA. 20+80.50 �_)'8 - TC ELEV=49.66:. 0� APPROVED BY CITY ENGINEER. ci 0 - 00 BC 1' RAD. BC 1' RAD. FS ELEV=48.83. <. � - 0 /\N�< n:1 o4-,- no 5 11.41' LT 11.41' RT TYPICAL SECTION TC ELEV=49.70 TC=!j�. TC ELEV=49.70 NITS AC ELEV=48.87 ci FS=49.05 AC ELEV=48.87 STA. 20+81.17 STA. 20+8 .17 WA. ZU+/J.Z_ZJ EC 3' RAD. EC 1' RAD. EC 1' RAD. EC 3' RAD. 14.30' LT (LS) 10.47' LT 1 10.47' RT 14.30' RT lop TC ELEV=49.73 TC ELEV=49.731 TC ELEV=49.73 TC ELEV=49.73 lop AC ELEV=48.90 FS ELEV=48.90 FS ELEV=48.90 AC ELEV=48.90 .0 0 I'll, '�,�� ... ..... .. . . .. ...... .. ..... ..... .. ... . .. . STA. 20+69.12 ST . 20+70.00 4 STA. 20+69.12 RAD. MD -ARC BC 3' RAD. 11.08' LT 0.00' LT 11.08' RT TC ELEV=49.80 TC ELEV=49.99 TC ELEV=49.83 AC ELEV=49./00 AC ELEV=49.16 AC ELEV=49.00 CD cn LEV�=49.0�4 4%b AC ELEV=49.04 o1A AC �E 5 "'410 - - - - - - - - - - - - - - - - - - - - C) A> <\ 0) A AC ELEV=49.09 VY C) -1/ .. . ...... ....... < / 55� 1 \ \ 1-, 1`11 Z5 01 1 0 CV 5 5 Al�\ c 0 AC ELEV=49.24 .61 TC ",Qw) 4 - 6 AC AC ELEV=49.28 C5 STA. 29+74.76 EC 3' RAD. C) 13.44' LT TC ELEV=50.15 AC ELEV=49.32 C) 0 MUIRLANDS -RIDGE- MID-ARC 0.00 1 LT (D TC ELEV=50.33 0 c-� AC ELEV=49.50 STA. 29+74.76 EC 3' RAD. 13.44' RT TC ELEV=50.06 AC ELEV=49.23 @ STA. 29+70.70 49-52 BC 3' RAD. "_06, r917- 16.80' RT TC FI FV=49-98 �3 0 �+Q 0. �i5 WITNESS CORNER A V) cl� V) ,4- w + Z C) La C14 0) (LS) z (LS) LLJ CD z >C:) 0 E 6 1- nc:) 0 + Lj_j 0:�C:) V) I < C-4 ft: Ld 17- Z __j __j MUIRLANDS PARKWAY 30+43.46 PARKWAY CL INTERSECTION �L S89"20'57"E a uj STA. 29+70.70 > I 0 0 6 00 000 0 0 0 00000 00 00 BC 3' RAD. ry STA. 29+54.24 16.80' LT C_� EC 1' RAD. TC ELEV=50.07 STA. 29+42.35 11.66' LT AC ELEV=49.24 BC 1' RAD. TC ELEV=50.14 STA. 29+30.40 9.66' LT AC ELEV=49.31 4 " RAD. TC ELEV=50.19 BC 108 C14 a. 9.00' LT AC ELEV=49.36 co q r- C9 TC ELEV=50.24 ci 0 T w -C) c:1 "I STA. 29+53.46 j o Lq BC 1' RAD. AC ELEV=49.41 0) c"), > >) q 10.69' LT STA. 29+43.46 (04 00 O.O.,� uj _j LLR ��U_j TC ELEV=50.16 EC 1' RAD. , .6A c 0 (10 .1d. 01 FS ELEV=49.33 8.67' LT .3ro Lqj �:H u- U") v7 TC ELEV=50.28 (LS) TC ELEV=50.21 < �A TC ELEV=50.07 FS ELEV=49.45 X FS ELEV=49.38 AC ELEV=49.28 91DGE AC ELEV=49.24 STA. 29+53.46 ol STA. 31+56.47 A -4 �,7 4. C5 ANGLE PT. STA. 29+38.26 j T 4. .-.1.5% 2.50' RT (LS) ANGLE PT. .4 9 0 TC ELEV=50.23 2.50' LT C_� 1009' FS ELEV=49.40 TC ELEV=50.31 4 7 - 0 .4. A u. I STA. 29+48.26 FS ELEV=49.48 - ('0 n 7 C3 co j_.: STA. 31+38.66 CL BC 1' RAD. C2 9.0( 001 �o 9.6 4' R T EC 1' RAD. 0 [I lip, c 0- 1--> > .0 ( C 3 TC ELEV=50.09 STA. 29+30.40 UJ -UWJJ S ELEV=49.26 BC 108' RAD. 9.64' LT -UUJJJ .0. C+ . .0. - 9.00' RT U) < 04 �_ LL_ C-) TC ELEV=50.15 (::) STA. 29+38.26 STA. 29+49.09 AC ELEV=49.32 C_� EC 1' PAD. EC 1' RAD. C4 STA. 29+37.20 8.22' RT 10.63' RT RAD. TC ELEV=50.15 TC ELEV=50.07 9.21' RT FS ELEV=49.32 AC ELEV=49.24 TC ELEV=50.13 AC ELEV=49.30 0 AC ELEV=49.24 .61 TC ",Qw) 4 - 6 AC AC ELEV=49.28 C5 STA. 29+74.76 EC 3' RAD. C) 13.44' LT TC ELEV=50.15 AC ELEV=49.32 C) 0 MUIRLANDS -RIDGE- MID-ARC 0.00 1 LT (D TC ELEV=50.33 0 c-� AC ELEV=49.50 STA. 29+74.76 EC 3' RAD. 13.44' RT TC ELEV=50.06 AC ELEV=49.23 @ STA. 29+70.70 49-52 BC 3' RAD. "_06, r917- 16.80' RT TC FI FV=49-98 �3 0 �+Q 0. �i5 WITNESS CORNER A V) cl� V) ,4- w + Z C) La C14 0) (LS) z (LS) LLJ CD z >C:) 0 E 6 1- nc:) 0 + Lj_j 0:�C:) V) I < C-4 ft: Ld 17- Z __j __j MUIRLANDS PARKWAY 30+43.46 PARKWAY CL INTERSECTION �L S89"20'57"E a uj > I 0 0 6 00 000 0 0 0 00000 00 00 ry 0 Ld r (LS) 110 C) ry w 60 C14 a. f -y AC ELEV=49.24 Q) IV7 U_ 0) C*14 w LJ < LO + 0 STA. 31+49.72 cn V) w STA. 31+16.22 71 F - (LS) 00 .95 0 '�5AC STA. 19+30.00 C51f 9+3088 MID -ARC R D. 0.00' LT STA. 1 S LT TC ELEV=49.90 EC 'V=49.74 AC ELEV=49.07 4 11 -V=48.91 TC ELE� 71 (LS) @ C17 AC ELF STA. 19+18.83 1 STA. 19+18.83 .64 BC 1'7�AD 1' RAD. L� BC S1 �.81 10.4 10.47' RT 9.49 C1 8 TC ELEV=49.63 TC ELEV=49.63 FS ELEV=48.80 FS ELEV=48.80 TC AC 6_0 STA. 19+ t9.61 ci 60oo C1 2 0- 0 18.78 4 0 EC 1' " FS=48.95 .4. 04Q o A 0 'A. 19+08.83 000 J 0 11.4 0 opo 1' RAD. 0-60 '4' 2:. '01 0. TC ELEV= 0-90 ry - �6 3 3' LT 6 *0 0 TC=49.68o AC ELEV= FS=48 'o 0 b. 5-) ELEV=49.58 .00 ELEV=48.75 C13 0 C13 STA. 19+08.83 EC 1' RAD. STA. 19+07.60 6.93' RTI STA. 19+07.6C BC 1' RAD. TC ELEV=49.58 BC 1' RAD. 7.90' LT FS ELEV=48.75 7.90' RT TC ELEV=49.56 TC ELEV=49.56 AC ELEV=48.73 AC ELEV=48.7--1 STA. 18+89.44 STA. 18+89.44 BC 108' RAD. 4 BC 108' RAID. 5.25' LT (LS) 5.25' RT TC ELEV=49.48 TC ELEV=49.48 AC ELEV=48.65 2.00% .00% AC ELEV=48.65 m 0 L LL LL LL LLI 0 U) Lu u5j 0�_ I- ( Z _5 col-) z Lum La uj uj co za.. lu--j cl) LLJ L L L m =ij ZZO �_u y Lwu 00 1-- u- 0 0- z LZ aj:� <Z z 0z Lu u W 0 = � zo > w u- w'- �_ 0 z w uj z Lu u 2 Lu 8 < L5 T 0 = I , I.- (f) O� Ec z , 0,_ " Fn p t LLJ ul < 0 aw. aZ6§2w6c>.w z u- 3: < . d z m zw z 0 0>'j 6 y �� T w of wa < W LL 0 0 LCUS M, 0�-Zogw_joz> zw9wwaT<F_00 < Lij F- < UJ c) cr- LU c no- 0 WL cup U- 11 0 E LIJ 00 Z<: < RE zz W- F=- w g a w w 0 z 0 0 0 T w 'L 'Li Z< Zo Luu- Wm z w 0 0 W F- MW LL. LL w<w>0qw55m0 0- 2 W U) w n z < LLJ LLU w w 0 u- w � -wr z ' 10>wooan�_�- < C6 _j LL, Lij ( = ffi =< 0 > 9w Szi<Rs 9 0 = U) ED jg: Z F- > 0 < < 0 - -_jj ocl� cu; C�xwpwww><U-Z� w uj a) L4 0 ca 0 >_W�-500WRW m 0 0 Z =) Z Z C13 M LLJ w < w - j -7) u J d 1 00- * F - W Lu 0 0 Lu Z >- V) W U) m cc, :c 0 uj z D 1- 0 (L F- 0 0 W < 2 cj z C) cy) cy) W% U) cu 5 w z 5. w cy� C.0 C) (D 0 W co U) U) z cu uJ (0 06 W a) cy) z a) c) L_ -4-4 lr%� W N Z-I.., cy) uj Lu 0) c\1 F- C) C) N 0 CL L I 0 0 6 00 000 0 0 0 00000 00 00 0 0 000000 0 w 60 C14 a. AC ELEV=49.24 Q) IV7 U_ < STA. 31+49.72 STA. 31+16.22 EC 1' RAD. .6A c EC 3' RAD. CL 9.21' LT .3ro ca 16.80' LT Z I TC ELEV=50.22 TC ELEV=50.07 STA. 31+37.83 AC ELEV=49.39 AC ELEV=49.28 AC ELEV=49.24 BC 1' RAD. ol STA. 31+56.47 C5 w ) 0 C4 10.63' LT TC ELEV=50.16 01 EC 1 CD BC RAD. 10 STA. 31+12.16 9 0 < (L C_� 1009' CD RAD. Ar' ELEV=49.33 9.00' LT n 13.44' LT C3 co j_.: STA. 31+38.66 CL 00 0:� cdj r, TC ELEV=50.24 TC ELEV=50.15 EC 1' RAD. 0 6 0 W ui -0 L0 'T AC ELEV=49.41 AC ELEV=49.32 00 4 9.64' LT .0. C+ . .0. - 8 Lb 11;0 C_� > STA. 31+48.66 CD (LS) TC ELEV=50.18 0 .,n z < 4. BC 1' RAD. 8.22' LT FS ELEV=49.35 U) 4 - TC ELEV=50.24 STA. 31+33.46 41 . . -ARIDGE - FS EL =49.41 31 ANGLE PT. /m 31+56.09 -RIDGE- -2.50' LT - 4 STA. 31+13.46 TC ELEV=50.27 (0 4 5f. --I , " "'4- . 1. _ TC ELEV=50.33 MID -ARC 0.00' LT FS ELEV=49.44 00 C3 0i �n_ 0 FS E LEV=49.50 STA. 31+48.66 (LS) TC ELEV=50.33 c� C"i STA. 31+33.46 1--�>>Lq UJ L� 1 ANGLE PT. 2.50' RT AC ELEV=49.50 EC 1' RAD. __j 4 0 (:)UjUj 6o TC ELEV=50.30 STA. 31+12.16 10.69' RT u)) clo FS- ELEV=49.47 BC 3' RAD TC ELEV=50.07 Cq on oo o_�60 0 00. 0. 13.44' RT FS ELEV=49.24 STA. 3 1+56.12 Q� TC ELEV=50.06 STA. 31+43.46 - r7r' 108' RAD. AC ELEV=49.23 @ BC 1' RAD. BC 991' RAD. 8.67' RT TC ELEV=50.12 9.00' RT. TC ELEV=50.15 49.5 STA. 31+32.68 FS ELEV=49.29 AC ELEV=49.32 TC STA. 31+16.22 49-2 AC ,Ge EC 3' RAD. BC 1' RAD. 11.66' RT STA. 31+44.57 c� 16.80' RT TC ELEV=50.05 EC 1' RAD. T('� Fl P\/=AQ OR AC ELEV=49.22 9.66' RT cj z C) cy) cy) W% U) cu 5 w z 5. w cy� C.0 C) (D 0 W co U) U) z cu uJ (0 06 W a) cy) z a) c) L_ -4-4 lr%� W N Z-I.., cy) uj Lu 0) c\1 F- C) C) N 0 CL L C ,2\1�EER to 0. -4- CL > 0 w 616 cw C.) < w 00 r) (=) F- 0 C) C:) Z c4q z 0 ZD > (D ry 2 >_ 01 0 z CL uj (0 .Q z ui w w ) 0 17- u- w ILL w IL 9 0 < (L C ,2\1�EER to 0. -4- CL > 0 w 616 cw C.) < w 00 r) (=) F- 0 C) C:) Z c4q z 0 ZD > (D ry 2 >_ 01 0 z CL uj (0 .Q z < U 0') 0 Z) 01 0 U) 0 W W L0 r4) W c- 0 FE 4_1 DATE 10/29/2020 V) PA JOB No. 3151 H W 4� c SHEET 0 LO OF 13 SHEETS z 0 w 4_1 DATE 10/29/2020 V) PA JOB No. 3151 H W 4� c SHEET 0 LO OF 13 SHEETS __j a_ I - FUTURE 25' WIDE LA_N_D_SCAP_E__ L_OT_ FUTURE DEVELOPMENT (BY OTHERS) FUTURE BLOCK WALL -\L -J (H.O.A. MAINTAINED) 12' WIDE LANDSCAPED ARE F _1 (FUTURE) I I I- 0 __j I I FUTURE BLOCK WALL --,,F-1 I (H.O.A. MAINTAINED) 50' WIDE LINEAR TRAIL TT 7372 25' WIDE LANDSCAPE LOT PROPOSED DG PATH, MULTI -USE TRAIL, CONCRETE F:;;i SU'Mp CURB AND LANDSCAPING MAY MEANDER OR LANDSCAPE AREA 4$ 8$ LANDSCAPE AREA DRILL SITE WIDTH VARIES DG PATH MULTI -USE TRAIL WIDTH VARIES Lj (FUTURE) (FUTURE) (FUTURE) (FUTURE) WALL FOOTING EASEMENT (IF NECESSARY) 0 __j TO BE DEDICATED ON FINAL MAP. 2% MIN 2% U - FUTURE PAD-- F -I 4 7 —M - X_X _9A �X _2% 2% MIN �-T� � — _ — ;77._ .......... 7 '=77 MAX 4: �1MAX :7-,77,77: �77�_: CONCRETE MOW CURB "NO PARKING ALLOWED 32 3 m VARIES 5 5' TO 7 0' VARIES 48' TO 64 r4bwi VARIES 5 5' TO 7 0' VARIES 48' TO 6 4' MITS OF IMPROVEMENTS TO BE CONSTRUCTED PER THESE PLANS - LANDSCAPED MEDIAN VARIES VARIES TYPE "M" MEDIAN CURB I T 27, (SEE PLAN VIEW FOR STRUCTURAL SECTION) PROPOSED 15' WIDE SEE DETAILS & NOTE.- STREET TO BE PUBLICLY MAINTAINED ��l 3� SIDEWALK & PUE EASEMENTI PER "WMSP" EXHIBIT 4-4 FUTURE IMPROVEMENTS (TO BE DONE BY OTHERS) SOUTH ALLEN ROAD A WMSP ARTERIAL STREET R/W I- UJ 0 VARIES --i F < LIMITS OF IMPROVEMENTS TO BE ') > 7 L CONSTRUCTED PER THESE PLANS LIMITS OF IMPROVEMENTS TO BE 6)-71 Di __J cn > 3�: m cu 'E Lij L_ 0 __j :z Li V) 0 < u- c"j 0 _J LJ LJ 12' WIDE 0 0:� 8' FLOWLINE CL 1 10' BENCH i LL W 0 a) 1 +9% MULTI -USE LANDSCAPE cn CL 12 VARIES TRAIL COMBO (FUTURE) 0 w Lj S-HOULDCR 0 - (FUTURE) 0 C) uj NAT. GRD. w w Z' "7 11 N, C"� f 0 Li ca 2% MAX 2%* z fy_ CL 2-7 < ± E-4 I __j �27o !LJ 7q, 0 V) > w F_ r4bwi VARIES 5 5' TO 7 0' VARIES 48' TO 6 4' MITS OF IMPROVEMENTS TO BE CONSTRUCTED PER THESE PLANS - LANDSCAPED MEDIAN VARIES VARIES TYPE "M" MEDIAN CURB I T 27, (SEE PLAN VIEW FOR STRUCTURAL SECTION) PROPOSED 15' WIDE SEE DETAILS & NOTE.- STREET TO BE PUBLICLY MAINTAINED ��l 3� SIDEWALK & PUE EASEMENTI PER "WMSP" EXHIBIT 4-4 FUTURE IMPROVEMENTS (TO BE DONE BY OTHERS) SOUTH ALLEN ROAD A WMSP ARTERIAL STREET R/W I- UJ 0 or- 0 --i F < LIMITS OF IMPROVEMENTS TO BE ') > 7 L CONSTRUCTED PER THESE PLANS LIMITS OF IMPROVEMENTS TO BE I- J bj cn > 3�: m cu 'E Lij L_ 0 __j :z Li V) 0 c� u- c"j 0 _J LJ LJ VARIES 0 0:� 6)-7� FUTURE FLOWLINE CL 1 10' BENCH i LL W 0 a) 1 +9% STATION 43+67 — 48+24 STATION 58+61 — b2+17 ROUGH GRADING—CASE to A (WHEN FLOWLINE SWALE IS ABOVE NATURAL GROUND) NOT TO SCALE NOT TO SCALE 54 9.4011 __j R/W I PROPOSED 18'-19' WIDE LANDSCAPE LOT 7$ 6 LANDSCAPE SIDEWALK (FUTURE) (FUTURE) 0 6" CURB & GLITTER-"",\ 2%* 2% MAX ST CL 25' TT 7372 F -I /-FUTURE BLOCK WALL (H.O.A. MAINTAINED) 12' LANDSCAPED AREA (FUTURE) T. 0. B. ELEV FINISHED PAD 0 2%* X" FINISHED PAD PROPOSED 12'-15' WIDE SIDEWALK & PUE EASEMENT LANDSCAPE SLOPES MAY VARY FROM 2% MIN TO 4:1 MAX LANDSCAPE LOT TO BE DEDICATED TO THE CITY OF BAKERSFIELD, BLOCK WALL AND LANDSCAPING TO BE MAINTAINED BY THE HOMEOWNER'S ASSOCIATION. LIMITS OF IMPROVEMENTS TO BE CONSTRUCTED PER THESE PLANS 29' 1 I 18'LANDSCAPE MED IAN 9' 9 I- 0 _j R/W 55' 4.81' (EXISTING R/W PER PARCEL MAP 12100) 1 ml TYPE "M" MEDIAN CURB TYPE "M" MEDIAN CURB 6" CURB & GUTTER 6" CURB & GUTTER % ....... .... ±2% 1 � '!! 26 10' WIDE 5' LANDSCAPE AREA SIDEWALK (FUTURE) (FUTURE) __j LL_ **_ PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY 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. 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