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5.1-12062 Ph 1-3
P.M. NO. 12062 sTOCKDALE HIGHWAY PHASES 1 THRU 3 NOTE: THESE PLANS ARE FOR APPROVAL BY CITY OF BAKERSFIELD PUBLIC WORKS AND TRAFFIC DEPARTMENTS FOR ALL PHASES, A SEPARATE STREET OR SUBDIVISION PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. THE ENGINEER WILL PROVIDE THE CITY AN ENGINEER'S ESTIMATE FOR WORK TO BE DONE PER PHASE SO THAT THE APPROPRIATE SECURITY CAN BE OBTAINED AND APPROVED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. NO WORK SHALL COMMENCE ON EITHER PHASE, UNTIL SUCH SAID SECURITY AND STREET OR SUBDIVISION PERMIT ARE OBTAINED. PHASE 1 CONSTRUCTION ONLY APPROVAL STREET R/W DEDICATION PER P.M. NO. 12062-2, P.M. BK. 60, PG. 153 PUBLIC UTILITIES DEDICATION PER P.M. NO. 12062--2, P.M. BK. 60, PG. 153 STREET PERMIT NO. REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY:Inc �- ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY. - N _4 } _�_ _ PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 41, DATE WDID NO. 5F15W003422 PHASE 2 CONSTRUCTION ONLY APPROVAL STREET R/W DEDICATION PER DOC. NO. O.R. PUBLIC UTILITIES DEDICATION PER DOC. NO. O.R. STREET PERMIT NO. REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 WDID N0. DATE PHASE 3 CONSTRUCTION ONLY APPROVAL STREET R/W DEDICATION PER DOC. NO. —O.R. PUBLIC UTILITIES DEDICATION PER DOC. NO. O.R. STREET PERMIT NO. REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: DATE ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 WDID NO i PARCEL MAP 10995 I S89 -26'56"E ZONING: C-1 Q GP: GC 1 NORD ROAD TO HEATH ROAD BAKERSFIELD, CALIFORNIA BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (USGS DATUM) PEASE 1 MATERIAL _S D PURPOSES. w z N I CHECK AND INSPECTION FEE CALCULATIONS. ARTERIAL STREE7 NOT TO BE USED FOR BIDDING PURPOSES. Qa ' � 0 � I a v LF 0.45' A.C./1.20' A.B. 62,643 O ' 2,729 z ! 10,782 SF O 974 W 4" THICK SIDEWALK w� Cn SF X Ocr 1,735 LF SURVEY MONUMENT ENCASEMENT Zo EA U r- 113 i PARCEL MAP 10995 I S89 -26'56"E ZONING: C-1 Q GP: GC 1 NORD ROAD TO HEATH ROAD BAKERSFIELD, CALIFORNIA BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (USGS DATUM) PEASE 1 MATERIAL _S LIST PURPOSES. ESTIMATED QUANTITIES FOR PLAN l{z,�J CHECK AND INSPECTION FEE CALCULATIONS. ARTERIAL STREE7 NOT TO BE USED FOR BIDDING PURPOSES. 0.45' A.C./1.20' A.B. STREETS SF TEMP. AC PAVING ARTERIAL STREET 928 LF 0.45' A.C./1.20' A.B. 62,643 SF TEMP. AC PAVING 2,729 SF GRIND & OVERLAY 10,782 SF 6" CURB AND GUTTER 974 LF 4" THICK SIDEWALK 4,335 SF TYPE "M" MEDIAN CURB 1,735 LF SURVEY MONUMENT ENCASEMENT 1 EA METRO STREET NAME SIGNS 1 EA TRAFFIC CONTROL SIGNS 22 EA WHEELCHAIR RAMPS 6 EA LED STREET LIGHTS 4 EA SAWCUT 3,200 LF STRIPING 7,200 LF TRAFFIC SIGNAL INTERCONNECT 1,022 LF #5 PULL BOXES 11 EA BASIS OF BEARINGS: THE BEARING OF SOUTH 89'29'48" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: ALL THAT PORTION OF THE DESIGNATED REMAINDER OF PARCEL 1 OF PARCEL MERGER No. 14-0200 RECORDED AUGUST 8, 2014, PER CERTIFICATE OF MERGER AS DOCUMENT No. 021493987 OF OFFICIAL RECORDS, ALSO LUNG IN THE NORTH HALF OF SEC11ONS 3 AND 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. PHASE 2 MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ESTIMATED QUANTITIES FOR STREETS l{z,�J CHECK AND INSPECTION FEE CALCULATIONS. ARTERIAL STREE7 1,790 LF 0.45' A.C./1.20' A.B. 83,655 SF TEMP. AC PAVING 9,796 SF GRIND & OVERLAY 9,6.65 SF 6" CURB AND GUTTER 1,752 LF 4" THICK SIDEWALK 9,000 SF TYPE "M" MEDIAN CURB 3,360 LF SURVEY MONUMENT ENCASEMENT 1 EA METRO STREET NAME SIGNS 1 EA TRAFFIC CONTROL SIGNS 24 EA WHEELCHAIR RAMPS 6 EA LED STREET LIGHTS 5 EA SAWCUT 3,949 LF STRIPING 5,475 LF TRAFFIC SIGNAL iNTERCONNECT 1,936 LF #5 PULL BOXES 11 EA STORM DRAIN 2,672 LF 18" R.C.P. STORM DRAIN 32 LF TYPE "A" CATCH BASINS 1 EA OUTLET STRUCTURE 1 EA 6' CHAIN-LINK FENCE 1,406 LF PHASE 3 MATERaS LIST CL-- ESTIMATED QUANTITIES FOR PLAN l{z,�J CHECK AND INSPECTION FEE CALCULATIONS. 0 0 NOT TO BE USED FOR BIDDING PURPOSES. BEGIN CURB RETURN STREETS z I I— ARTERIAL STREET 2,583 LF 0.45' A.C./1.20' A.B. 122,444 SF TEMP. AC PAVING 10,113 SF GRIND & OVERLAY 2,020 SF 6" CURB AND GUTTER 2,635 LF 4" THICK SIDEWALK 13,570 SF TYPE "M" MEDIAN CURB 4,327 LF SURVEY MONUMENT ENCASEMENT 2 EA METRO STREET NAME SIGNS 1 EA TRAFFIC CONTROL SIGNS 25 EA WHEELCHAIR RAMPS 7 EA LED STREET LIGHTS 6 EA SAWCUT 5,090 LF STRIPING 9,814 LF TRAFFIC SIGNAL INTERCONNECT 2,672 LF #5 PULL BOXES 8 EA VICINITY MAP NO SCALE PHASE 3 I, PHASE CONSTRUCTION I CONSTRUCTION PARCEL MAP 10676 TRACT NO. 5353r(nlL`' TRACT NO. 5353 I wiw ��� COUNTY �OF�ER#�1=$ s i �`��`�_ I�IQs, L COUNTY OF KERN CITY OF$AKERSFlELD =r�=���- ��� �g���==a_�a�_��- �" _-�- �= = — — ® T sl- 2650.84' _ -��i L� CITY Of BAKERSFIELD ZONING: C—O PGD CB#1 Q 'cl GP: OC Q 0 14 of CL-- I DWY- l{z,�J FL- 0 0 BCR- BEGIN CURB RETURN r z I I— '¢ W Z Bc-- 0 1 11115 PIVC- i POVC- POINT ON VERTICAL CURVE w Z� m EVC- END VERTICAL CURVE 6 o z a�' F_ Q� i t QliW POC- POINT ON CURVE "Ng Of KFRN � i d _ ¢ p HIGH POINT LEGEND _�-- —..00 I f U DIRECTION OF DRAINAGE � CITY OF BAKERS IEDD i ! _ STOCKDALE � � HIGHWAY � (PROTECT IN PLACE) O ' {} PROJECT SITE CB# 1 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN -�-- CITY LIMITS C 3 � IW lu- m_l w L LL I� NORTH HALF OF _ ' -- --- N• - _ _ - RA�c � sro--I -i � � o S TION 4 EC � f I I T.30S., R.26E. �- NORTH HALF OF ( I SECTION 3 i -------�---` ,--' T.30S., R.26E. I I � I -N- -_CITY OF BAKERSFfELD -�I �I COUNTY K N KERN COUNTY WATER AGE- NCYI- I VICINITY MAP NO SCALE PHASE 3 I, PHASE CONSTRUCTION I CONSTRUCTION PARCEL MAP 10676 TRACT NO. 5353r(nlL`' TRACT NO. 5353 I wiw ��� COUNTY �OF�ER#�1=$ s i �`��`�_ I�IQs, L COUNTY OF KERN CITY OF$AKERSFlELD =r�=���- ��� �g���==a_�a�_��- �" _-�- �= = — — ® T sl- 2650.84' _ -��i L� CITY Of BAKERSFIELD ZONING: C—O PGD CB#1 Q 'cl GP: OC Q 0 14 KEY M AP SCALE: 1'=200' LIST of CL-- I DWY- l{z,�J FL- FLOWLI N E BCR- BEGIN CURB RETURN r z I I— '¢ W Z Bc-- BEGIN CURVE PIVC- i POVC- POINT ON VERTICAL CURVE w 01 EVC- END VERTICAL CURVE PRC- KEY M AP SCALE: 1'=200' LIST OF ABBREVIATIONS CL-- CENTERLINE DWY- DRIVEWAY FL- FLOWLI N E BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE Bc-- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT LEGEND CX SHEET INDEX NUMBER ---- DIRECTION OF DRAINAGE 0 EXISTING CONCRETE MONUMENT a� (PROTECT IN PLACE) O PROPOSED CONCRETE MONUMENT {} LED CITY APPROVED STREET LIGHT CB# 1 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN -�-- CITY LIMITS PHASE w CONSTRUCT {z I I I Q ISI TRACT N0; 6300 i S89'27'52"E ZONING: R-2 I © GP: LMR i OPEN STREET PERMIT NOTE 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 A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. CITY INSPECTION NOTE NO CITY INSPECTIONS SHALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET OR SUBDIVISION PERMIT WITH .APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. LANDSCAPE MAINTENANCE NOTE 'VOTE: ALL LANDSCAPING, SHALL BE MAINTAINED BY THE CITY OF BAKERSFIELD PARKS DEPARTMENT. LANDSCAPE DESIGN NOTE THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. MEDIAN HARDSCAPE NOTE MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION AND PARKS DEPARTMENT. TEMPORARY SUMP EASEMENT NOTE U w 11. LL LL 0 a.UO mn Oc ZOLij fj)'Z Luz � c z w w <4: C; LU r O F LL z a LLI zrzum,W1?— U)en w �>}mv'Q FOLY mviU w W. ;u0oz '.m gg Q"' u¢ wiow=wcnv_E m z1— �0"t,� axLl Zzc)ua3 CO, Lu 0 p CCa tYtL-w� C7 w 0z=rFF:o Qw0 _a:3: 010 waaiw m4.0 zoo�aC, wwr xv zv w 0w7da,0E2 z ED 00 r�ZG-LL f-�o2w80-.m 0O�¢aw WzEi< 0¢W=8Q�w OzwwLLmp27¢ W XxOW0<- mZO_►-w>oo;� vxzw~d`0 -.UJ m z m v_� V 4— r 0-w0 it M,Z �-u �nwa=FZ-Q "�zc`,�n ��O+uUctao f -t - s tnZw►-Q6w^J �:� omUJ ZQQC?p zQO�>5Os>xu: � M0.4; lrw<LLZ.� owIROwwrm��;'m W QOLLz��2La1-:D or1-5� NQ woWz�zp_m Wz�a- co 2 T m 0 2 0� w z_ cr_ wEn w 0 0 of m Z z Ol+-Z0 0 -i0Z �.�¢zN2QOw pwNw01—cn - MOQOwtu Z-1 zp-w�Oww m w Q a>_0 U m F- Q O w©z�m0 w``'viz00(n a z Q 7 m w O w� ZX 0Z0m rx��amF_z� 07w �ocn ZO�-�-j�00um zI---w< mw m 0 uJowwzXX F-LUV)p~0w0~ Q x001=z0ul CL UJ f— a ,� 0 0 w t-- 0 cn ozzw¢J.,=' oo— <W-ryam (nz<t.�<0Hc, I W}-w�z< W Z0�7__wo00 W ¢I`=-Niw-Encnzwo Za•1•''1>-VdOinUn C�Woacz.�¢(nojrcwn z L0 LLI _z E7 - N �„ C3 co 0LD U) CD CD �'- U) z N +.. Z N O M t9 i` z M LLIi W ILO 0 ., .r ZONING: R -3 yz ® -- HR --------- DATE 3!J2/201GP: Id r � PA JC13 Nr. 1�279K8 0 ---- 11 ¢ ilW o t SI -IEE: i' a w N t � •. 0- Lu z J >n W w M, LU I—> L.. a a� L y $ •G� y 00 o a a > U C 3 Z=>-uroW W �guo0ji�3o�x v! ,z UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA SEE SHEET 15 FOR TEMPORARY SUMP EASEMENT DOCUMENT A RECORDING INFORMATION. ; \�;`aSfORE yoo caF cc Z 0 --' s A W SHEET No. INDEXW F,P P r�s�i TITLE SHEET B�<<`'� ° S E Rr� S M GENERAL NOTES DIAL TOLL FREE 140-227-2600 > LLJ Vf AT LEAST TWO DAYS BEFORE YOU DIG J TYPICAL STREET SECTIONS AND DETAILS 0 '"" w . (D PLAN AND PROFILE — STATION 9+00 TO 17+75 .._.1 5 — STATION CD PLAN AND PROFILE S ON TO 28+00 (bD PLAN AND PROFILE -- STATION 28+00 TO 39+00 N O PLAN AND PROFILE -- STATION 39+00 TO 50+00 M PLAN AND PROFILE -- STATION 50+00 TO 61+00 }— F-- C9� PLAN AND PROFILE -- STATION 61 +00 TO 67+50 c 1a MEDIAN PLAN --STATION 10+00 TO 42+50 w 11 MEDIAN PLAN -- STATION 42+50 TO 64+00 y (M PHASE 1 — STRIPING AND TRANSITION PLAN PHASE 2 — STRIPING AND TRANSITION PLAN 14 PHASE 3 — STRIPING AND TRANSITION PLAN 15 TEMPORARY DRAINAGE BASIN DETAILS PHASE 1 CONSTRUCTION a wLu Y 1- Q M z =� 2650.28' I ZONING: C--2.- GP: GC V Q' i! 3 x0 m TRACT NO. 5875-2 v° zl < o 1 COUNTY OF AERN 1 CITY OF BAKEFSAELD ro coa o I ^ —` ZONING: R -3 yz ® -- HR --------- DATE 3!J2/201GP: Id � � PA JC13 Nr. 1�279K8 0 ---- 11 ¢ ilW 0 t SI -IEE: i' w o I ^ —` ZONING: R -3 yz ® -- HR --------- DATE 3!J2/201GP: Id � � PA JC13 Nr. 1�279K8 0 ---- 11 ¢ ilW 10 a t SI -IEE: i' 2 COB RECORDS No. `� tJF '' S SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4637, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WiTHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE iN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED MAY 2006, THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HiS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WiTHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF 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 1S 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-: 1-800-227,2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. iF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SiTE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. QQQ STREET IMPROVEM NT 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 CITY STANDARD DETAIL ST -22. 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 CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LiP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12, ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER AND TRAFFIC SIGNAL PLANS (BY OTHERS) FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 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_ 18. 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. 19. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD STREET LIGHTING SPECIFICATIONS. 20. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE 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 (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-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 5F15WO03422 (FOR PHASE 1 CONSTRUCTION ONLY) HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. COB ASPHALT CONCRETE PA\IIHG NOTES 1- ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE RECUIREMENTS 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 TAELE 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 AGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE 1N 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 -EST 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 1S BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DE'ERMiNED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39--2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE= NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (") 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 JOINTS 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 BOdD 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 _AYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL B_ PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. 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 `HILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATER'ALS OR PROCEDURES OR BOTH, iF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CiTY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. iF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EiTHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER, THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EiTHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FiNE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 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.)2 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE: GRADE ESTABLISHED BY THE ENGINEER. CITY SIANDARD PLATES 1. THE FOLLOWING CiTY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERNSE NOTED) CITY STD. NO. DESCRIPTION S---17 ST -1 CURB AND GUTTER (TYPE -A-,-B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ❑ ST -4 RESIDENCE DRIVEWAY ❑ ST -5 HOUSE NUMBER FOR CURBS ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ❑ ST -7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT ® ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION STREET SIGN, POST TYPE ST -13 SURVEY MONUMENT ® ST -14 **STREET LIGHT, MAST ARM TYPE ❑ ST -15 CUL-DE-SACS ❑ ST -16 STREET KNUCKLE **FIBERGLASS STREET LIGHTS NOT ALLOWED CITY SiD. NO. DESCRIPTION ❑ S---17 ODE CROSS -GUTTER ® S-'--2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ❑ S., -19 HANDICAP RAMPS ❑ S.7.-20 PRIVATE STREET GATES ❑ S--21 REFUSE CONTAINER PAD ® S7-22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D-10 SIDEWALK UNDERDRAIN ® D--11 DRAINAGE BASIN ® D-14 CATCH-BASiN, TYPE 'W ❑ D-15 CATCH -BASIN, TYPE "A -1- A -1"D-16 SW -5 D- 16 GUTTER DEPRESSIONS ❑ S4V-4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T--1 STREET SIGN, POST TYPE ❑ T--3 MAJOR COLLECTOR TRANSITION ® T--12 MINIMUM ACCESS DESIGN ® T--34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING ® D-13 AND PULL BOXES 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. PIAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS CITY( STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS OTHERWISE NOTED) O UtT. w Odt�O wOa) mJ zwv��wrwn<-U ci�imw �w`<<--n Li 0.:�zv-<� ir�w}-z0>c°`'�d mu �OLu X Z �c�U LL z F�-Oui � 0!21YV W C7 $Zatv�z�-rp vaW0 LL�va�'C, Z Wwie- 0 w 0 uml o=zd4`n�wzLL o �LLF'Z-� thF- O�et�Sa ��7daclui o0 ioc-wu, dvn.v� zn� zOwwwoWo; Oaza�w>p� a =0v,zu~za¢0o m���-Zrn�30 z LL w D zw 55 �$E UUznc„ Z�OijO [�t���ut= can=trF-QU>�:_o c9v�,,,=�ZaQoo 20xU(i3w2 w �zao�>o JLLi � �wp��w=wpm wdaLzu 0) 2� 8>-:Lu-5cn0v5[Cw � w 0 O w Z� rz>- V) CITY STD. No. DESCRIPTION CITY STD. No. DESCRIPTION ❑ SW -1 SEWER LATERAL MARKER ❑ D-6 LANDSCAPED CONSTRUCTED CHANNELS ❑ SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS ® SW -3 PAVEMENT PATCHES ❑ D-8 RIGHT OF WAY FOR LINED CONSTRUCTED CHANNELS ❑ SW -4 MANHOLE, TYPE "A" ❑ D-9 PIPE SADDLE DETAIL ❑ SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ❑ D-10 SIDEWALK UNDERDRAIN ❑ SW -6 6" CLEAN OUT D-11 DRAINAGE BASIN ❑ SW -7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAiN LINK FENCES ❑ SW -8 INDUSTRIAL SAND TRAP ® D-13 CHAIN LINK GATES ❑ SW -10 SAND TRAP ® D-14 CATCH BASIN, TYPE "A" ❑ SW -11 HOUSE CONNECTION NTH CAST IRON SADDLE ❑ D-15 CATCH BASIN, TYPE "A-1" ❑ SW -12 SEWER LIFT STATION VALVE BOX ® D-16 GUTTER DEPRESSIONS ❑ D-1 INTENSITY VS. DURATION CURVES ❑ D-17 JUNCTION BOX ❑ D-2 RATIONAL METHOD RUNOFF COEFFICIENTS ❑ D-18 MANHOLE, TYPE "B" ❑ D-3 CHANNEL PROTECTION ❑ D-19 DRAINAGE WELL, TYPE "B" ❑ D-4 CHANNEL PROTECTION ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPAC:TiON REQUIREMENTS ❑ D-5 RIGHT OF WAY FOR NATURAL CHANNELS ® ST -6 DATED 1/11/99 PAVEMENT PATCHES COB STORM DRAIN NOTES 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE FOLLOWING: A. REINFORCED CONCRETE PIPE (R.C.P): REINFORCED CONCRETE PIPE SHALL B CLASS III (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) B. JOINTS SHALL BE RUBBER GASKETED IN CONFORMANCE WITH THE PROVISIONS OF SECTION 65-1.06 OF THE STANDARD SPECIFICATIONS. C CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS CF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED, IMPROPERLY MADE JOINTS SHALL BE PULLED APART AND SATISFACTORILY REMADE. COB TRENCHING NOTE, 1. TRENCHING SHALL MEET THE REQUIREMENTS OF CAL -OSHA TRENCHING ORD; -:RS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CiTY OF BAKERSFIELD STANDARD DETAIL ST -22, 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. iF TRENCHES OR PIPING BECOME DAMAGED DUE TO WATER INFILTRATION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE, 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILL COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE, CLASS I BACKFILL iS NOT REQUIRED 1F PIPE SLOPE EXCEEDS 1%o. 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. COB RECORDS No. b z pr 0 LU z E 0 � W L-_ rN�, '�- > 0� � w c 0� aac _ < w mN W co Z NL9 u) CZ4 O u) � W a m W �.._, N co O 0 0 N a � z 0 a e � N LL } Lox>, :w I 0 -' m j w 113 w � �. u a a a O V)i °: t' Q � U > yf'1S 'S.�P DATE 302!2018 PA JOB No. 15-2709K SHEET C) F15 SHEETS z 0 Lox>, DATE 302!2018 PA JOB No. 15-2709K SHEET C) F15 SHEETS NOTE: STREET RIGHT--OF—WAY FOR EACH PROPOSED PHASE, SHALL EITHER BE DEDICATED PRIOR TO START OF CONSTRUCTION STATION RANGE'S) PER THIS SECTION: wa�o m _j ' a w 1... m Q < WITHIN PROPOSED PHASE LIMITS BY A RECORDED MAP, OR BY A SEPARATE INSTRUMENT. 10+81 -- 12+?0 w0,Z .0-0 4+ t1J w �i `� ¢ " '� z C7 myz 1�1w F� M n_;¢zZ— ~mow 0 �r�� if) rwlvyiiw�>m �Q V) RT EXISTING IMPROVEMENTS - z p o � w z W z E ��Q VARIES W P.U.E. L *_- m iz I y W c� VARIES 6___iT�I z E c� o p w p --- 55' TO 70' 60' TO 71' �'a ¢ '' 2 Z ~ a w Q 64'±1 VARIES VARIES 6' TO 7' z a aa yapos wo z _ CO c� � co i - 54' TO 65' zz�Lk��zoc�„ V? N ;8' --- VARIES I ai"u0"c oaz0 06 LL. i 13' _ 36'± TO 47't I 0 ( 4 vi 0-50m ��y/`i %� 1 12' — -- -� c� umi w � d xp Fz ` n Z m **= SAWCUT EITHER V OR 2' AS SHOWN TO A NEAT VERTICAL FACE, OR I o w d m w t' n d < 'M C4 z AS DIRECTED BY CITY ENGINEER. 9' w 4 a o r o z ,`; a o� J W -.- to FUTURE GRIND AND 1'** I' `'' z ( � j o O a v z a W M o F o�zwoz> Kl z N O OVERLAY (WHERE OCCURS) w i NAT GRD ace O a o =0 cn N i W¢ p i 0.20' (MIN) 1.5� MW N w 2' gg Q?iza+z-n6 W ��"�1 VARIES 1.5% MIN TO 3.4% ** MAX /� E —/1� 1L �j\ilii r L LMAX.(SEE C.0.8. STfl. DWG. ST -11 FOR CROSS SLOPE TOLERANCES) 2" % x- 2- SLOPE 2:1 MA _- ---- — --- ? I ;, TO NAT. GRD. jzo°°� 1Z�w CD L _ — --- / c o 0 0 0 o o o o \ NAT. GRD t� FUTURE TYPE "M" MEDIAN CURB L------_....--------------�--- PER C.Q.B. STD. DWG. ST -2 ( CONSTRUCT TYPE "B" CURB AND GUTTER��c�¢��� FUTURE IMPROVEMENTS PROPOSED IMPROVEMENTS WITH `i. S' WIDE COMBINATION SIDEWALK z a Tu V N Z y acc w SEE PLAN VIEW FOR STRUCTURAL SECTION PER S.O.B. STD. DWG'S ST -1 AND ST --8. a ~o STREET SECTION o;2 ©'r uw, m COMPACT JNDER CURB, GUTTER w a ©� z> CO m< E SOUTHBOUND TURN LANE EXPANDED INTERSECTIONS AND SIDEdVALK (TYP.) 6" MIN. TO O m c� w 90% MAX. DENSITY. m¢ wJ w v p a m 3 NOT 74 `SCALE u'icoof I=-) �FOdh-t,)p�a g Com; "�� p SOUTHBOUND 3 RIGHT TURN LANES (INTO PROPOSED DRIVEWAYS)AND NOT TO SCALE SIDEWALK E(TYP) 6"GMINETO 90% MAX. DENSITY. 0 STATION RANGE(`:) PER THIS SECTION: EXISTING IMPROVEMENTS - ll.i 20+02 — 23+57 R/w VARIES \ R/W P.U.E STATION R9+06 4V P.U.E.��.E. — 32+61 --- 55' TO 70' VARIES 55' TO 60' w 6 - 55' 32+61 — 6, 46+39 — 51+00 � J m — 48' -- 40+89 7 .6 w 3 I 45'± U } srn ua j a oF:: v VARIES 30'± TO 46'± �! Lt" a- a a. 18'± = i VARIESi 7' TO 13' — 12 - W a ZO I z SAWCUT EITHER 1' OR 2' AS SHOWN TO A NEAT VERTICAL FACE, ORz z : ,,; 1 1 v i p AS DIRECTED BY CITY ENGINEER. 1'** 7' 7' w I I NAT. GRD **= SAWCUT EITHER 1' OR 2' AS SHOWN - z - VARIES 1.57- MIN TO 3.4% ** O w 2 LEVEL I _ _\/ ZZZ 1�1� \\,\\�\\�\\.\\,\\\�\ ,:% AS DIRECTED BY CITY ENGINEER. MAX (SEE C. STD. DWG. ST -1? FOR CROSS SLOPE TOLERANCES) 1'** 2 2 SLOPE ® 2:1 MAX. --- — 11�ZZ Z-T11Z'-Z:Z �Z, �ZZ Z Z Z �_ %�� \ TYPE "M" MEDIAN CURB \ \ z ' /\\/\\/\r\\//\\'/\/\\; ;���\; \ TO NAT. GRD. a Q RIND AND OVERLAY Li W I r jI PER C.O.B. STD. DWG. ST -2 `ar n (WHERE OCCURS)¢ _ — —— --- I _j GRD o NAT. GRD I v]o 7' i Com; "�� p SOUTHBOUND 3 RIGHT TURN LANES (INTO PROPOSED DRIVEWAYS)AND NOT TO SCALE SIDEWALK E(TYP) 6"GMINETO 90% MAX. DENSITY. 0 Y 0 N �J EXISTING IMPROVEMENTS - ll.i VARIES \ R/W P.U.E STATION RANGE(S) PER THIS SECTION: � W a w --- 55' TO 70' w 6 32+61 — 0 z � J m i 40+89 w w 3 I W U } srn ua j a u� VARIES 30'± TO 46'± �! Lt" a- a a. CONSTRUCT TYPE "B" CURB AND GUTTER SEE PLAN VIEW FOR STRUCTURAL SECTION STREET SECTION WITH 5, 5' WIDE COMBINATION SICEWALK PER C.O.B. STD. DWG'S ST -1 AND ST -8. STANDARD WIDTH ARTERIAL COMPACT UNDER CURB, GUTTER =Q��,� ao AND SIDEWALK (TYP.) 6" MIN. TO NOT TO SCALE 90% MAX. DENSITY. i� Q" ► cn rry > U w � _ w EXISTING IMPROVEMENTS STATION RANGE(S) PER THIS SECTION: R /'vV _ VARIES R, /W P.U.E. 14+47 — 17+60 (VARIES) 55' TO 70' 55' AND VARIES - - 6 -1 17+60 — 20+02 i 64'± 18` AND VARIES 7' 26+67 -- 29+061 35+93 — 40+86 p i U 30'± AND VARIES z I 44+16 — 46+39 J i VARIES o U i 51+52 — 53+93 0' TO 10' i 57+25 — 59+65 La ** = SAWCUT EITHER 1' OR 2' AS SHOWN TO A NEAT VERTICAL FACE, OR VARIES 2V TO 10' I z AS DIRECTED BY CITY ENGINEER. 0' TO 5' OGRIND AND OVERLAY 1'** x z I o i t.".r (WHERE OCCURS) w j NAT. GRD I 0.20' (MIN) 14 5% MIN i 2' VARIES 1.5% MIN TO 3.4% ** MAX LEVEL / (SEE C.0.8, STD. DWC. ST -11 FOR CROSS SLOPE TOLERANCES 2" MAX 2`� �— SLOPE ® 2:1 MAX. < — w —_----- _ _— \ \`/\\\\` TO NAT. GRD. -- C \� NAT. GRD L- — — —. _.. _...— -- --- -- -- — -` -" — — TYPE "M' MEDIAN CURB CONSTRUCT TYPE "B" CURB AND GUTTER W PER C.O.B. STD. DWG. ST-2WITH 5.5' WIDE COMBINATION SIDEWALK �" ( • ) SEE PLAN VIEW FOR STRUCTURAL SECTION PER C.O.B. STD. DWG'S ST -1 AND ST -8. STREET SECTION COMANDPACT SIDEW ALKER CURB, (ERTYP.) 6" MIN. W SOUTHBOUND LEFT TURN LANES (INTO_ PROPOSED DRIVEWAYS) 909 MAX. DENSITY. �, W 3 NOT TO SCALE > W 0 j EXISTING IMPROVEMENTS STATION RANGE(S) PER THIS SECTION: R P.U.E.23+57 — 26+07 C R/w VARIES VARIES 1 6' 9 r f, 55' TO 60' 55' TO 66' 48+ 13 — 51 + 00 0 f 53+90 -- 56+20 45'± VARIES VARIES 6.08' TO 7' o 48' TO 59.92' � ,_ •� Of $• f VARIES � oc1 0 30'± TO 41.9'i I w a NC **= SAWCUT EITHER 1' OR 2' AS SHOWN TO A NEAT VERTICAL FACE, OR z W z I J AS DIRECTED BY CITY ENGINEER. VARIES VARIES x I o 1'** TO w1 I !NAT. GRD o j' r �•• G-1 CL VARIES 1.5% MIN TO 3.4% ** MAX LEVEL — \': \ \,\\ .�\ \\ (SEE C.O.B. STfl. DW'G. ST -11 FOR CROS$ SLOPE TOLERANCES 2% MAX r` SLOPE 2-.1 MAX. -'Z '. ' T_IIZ LZ Z ZZ—TT_I1� \' `\.�\\.\ \,.\ .\\ \/, 2% MAX f \ TYPE "M" MEDIA CURB \ ) +-rt� \;'��-- " ,��/ c�l �Z G TO NAT. GRD. ct L —F— — PER C.O.B. STD. DWG. ST -2 O O OOH �]C '� Y )O O OvC O \ /�\ �i,� �/i o — — — — — _...- �- -..- O O p r..�C? .O O p O O O O ���\\ I._._ ..... — — .._._ — — — .— — — ..,_. — NAT. GRD wl 7Z71 7- CONSTRUCT TYPE "B" CURB ANJ GUTTER �—�\�\ WITH 5.5' WIDE COMBINATION SIDEWALK = STREET SECTION SEE PLAN \1EW FOR STRUCTURAL SECTION PER C.O.B. STD. DWG'S ST -1 AND ST -8. �I COMP CT UND R C U. R R m :•. 1.5� p SOUTHBOUND 3 RIGHT TURN LANES (INTO PROPOSED DRIVEWAYS)AND NOT TO SCALE SIDEWALK E(TYP) 6"GMINETO 90% MAX. DENSITY. 0 Y 0 N EXISTING IMPROVEMENTS - VARIES R/W P.U.E STATION RANGE(S) PER THIS SECTION: T R --- 55' TO 70' VARIES ��— _ ___R_ 55' TO 70' 6 32+61 — 35+93 T 48 VARIES TO 64' VARIES 6' TO 7' ozI i 40+89 — 43+11 64't — VARIES 30'± TO 46'± �! I 59+11 — 62+20 VARIESi 7' TO 13' — 12 - s a VARIES VARIES z : I nl 4 4 TO 6 , 1' TO 9' o; I **= SAWCUT EITHER 1' OR 2' AS SHOWN TO A NEAT VERTICAL FACE, OR z - w ? ^. I 41 AS DIRECTED BY CITY ENGINEER. 1'** z a Q RIND AND OVERLAY Li W o n (WHERE OCCURS)¢ ix I _j GRD o i I v]o 7' i m :•. 1.5� z 0 MIN« 1 0.20' (MIN) w VARIES 1.5% MIN TO 3.47. MAX ** LEVEL DATE D181 1 Z T �� L Z (SEE C.O.B. STD. DWG. ST -1 i FOR CROSS SLOPE TOLERANCES) r�r \�j\/`i` _ 3/02/2 ~T %\�\\ T9 NAT. R r �f�- zZZZ�_T�r ZZZZT s T —C — Z Z Z 1— `Z Z Z / -` \\/��/\' LOPE ALG DAX Y PA - - — T — .y - - JC�3 Nc�. 15-2709K \�'�\� ----- SHEET NAT. GRD E ---------__-.-- ------ �, � y > _ TYPE "M" MEDIAN CURB CONSTRUCT TYPE "B" CURB AND GUTTER - �' o L ` `+ — — — __.. — — — — — PER C.O.B. STD. DWG, ST -2 WITH .55' WIDE COMBINATION SIDEWALK E STREET SECTION SEE PLAN VIEW FOR STRUCTURAL SECTION PER C.D.B. STD. DWG'S ST -1 AND ST -8. i NORTHBOUND TURN LANE EXPANDED INTERSECTIONSj COMPAGT INDER CURB, GUTTER NOT TO SCALE 90% MADX.�/DENSITY.. ) 6" MIN TO COB RECORDS No. I� OF 15 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT TYPE -B" 6- CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2_1 CONSTRUCT 5.5' ODE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE -A-. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO, D-14 CONSTRUCT TYPE 'M' MEDIAN CURB PER C,O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) � SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN - F8 ji INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) 91 INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.O.B. STD. DWG. NO. T-34. CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG;. ST -1 (SLOPE @ 0.257 UNLESS NOTED OTHERWISE) 11 RELOCATE OR EXTEND ALL U11LIlIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. 121 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). 1_31 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). i4 PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 1-51 PROPOSED "FUTURE" SAWCUT LINE WITH NEXT PHASE (11' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. [-1-61 CONSTRUCT TYPE 'M-11' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. LEGEND FL FLOWUNE STATION -48- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 11 - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH THE CITY OF BAKERSFIELD) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS fl STORM DRAIN MANHOLE EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE IF NOTED ON PLANS) EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT NOTE "Am: CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34" HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK IS BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP;. PROPOSED LIMITS OF GRIND AND OVERLAY 0.20' MIN. PAVEMENT REMOVAL .... E OVER EXISTING PAVEMENT. SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING - TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS z uj > LL -0 iwizi I G-) > it v) 344.-/5 w u'j 0 4-.67 111 I I Ac 64.00' I I 54'± STATION 2+70 18'± LT -20.0' LT 3+60 STEP E.P. STATION 4+70 (MATCH EX. IMPROVEMENTS) 20.0' LT -22.0' LT 22.0' LT -24.0' LT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - PROPOSED EDGE OF PAVEMENT-,, FUTURE FLOWLINE (PHASE 3 IMPROVEMENTS) 0 EXISTING E.P. FLOWLINE LO --- 7P ------ r ------ /7- . -- �n. _�.r. fi.«... -.__ - -- - -�� O -_ +_ - _� 03 LLJ 04 CN _z --m- - - - - S89*51'50"W - - ------- Ld 2 1 4- ILLJ 1 - 3 ca 4 6 F - iv 5 NL_.t - - ---------- & -------- -------- -------- -------- -------- EXISTING E.P. L /4 - PROPOSED EDGE OF PAVEMENTI FUTURE FLOWLINE FUTURE (PHASE 3 IMPROVEMENTS) STATION 2+70 TIO + 18!± RT -20.0' RT STATION 3+60 �ST:ATION 4+170 (MATCH EX. IMPROVEMENTS) 20.0' RT -22.0' RT 22.0' RT -24.0, RT Lu =3 Ea C) HORIZONTAL: 1'=40' vir-yy run amuwunAL Du " -A) NOTE: MEDIAN SHOWN AS DASHED SHALL BE DEFERRED UNTIL SUCH TIME THAT STOCKDALE HIGHWAY (WEST OF NORD ROAD) IS WIDENED. SEE SHEET 11 FOR DETAILS. 10995 > I. C) F-, > rk PC. 100 U cf) EX. WATER VALVES/FH I EX, N',TEF. 34,35 ti E_x w pp, AC _N LX W w EX W EX R/W x GAS VA 0 GAS GAS 13 �A', ;:� !! , ''', EXIS11NG FLb'MAE - =��- 6A FUTURE IMPROVEMENTS > EXISTING FLOWLINE �.�_344. 3 SOCAL GAS 6" E_ - -4- 1HE AC MAIN ----------- - - - - - - PROPOSED EDGE OF PAVEMENT (PHASE 3 CONSTRUCTION) GAS GAS GAS - - - - - - - - . - = - -- - = - - - - - - - - 1 FUTURE MEDIAN CONSTRUCT MEDIAN GAS GIAS EXISTING E.P. 344-911 c OHE LO 345.46 J44 CONSTRUCTION 3 CON E :H W/PHASE ST ll`�, 141) -(D -to 4 4 9 X,345.40 --H 'AQ IT-) I AC )�\345_97 �77 - __ --- _- - __/ - >1�1_' -rl-- <.:i 70717--' /7 p A 345.86+ VitW rUK Z)MUIUKAL Z>LUIUNJ 0 0_<�0pzw,u70 0 x - o 0 -: I'm .,.0 w - L 0a 0 Z 10OLL, �t a- 0 V.- w w i� �2 r .!= z z > ww W jr W W En ?, 00 Ew>- 00wxvm z k um, W 0 Z;iw wt -i azc< Z 0 zw Mw 26 0 a- <0 < 0 cr x p a ck 0 <w0z=Q0zzf, Qx0wl_<zw<cuj r w , , 3: � z 0, -1z w on z w w 2_w,6>w8tEg=, <� W Zm wa�o <ow > < C 90iEQDwx;wRw 0 � > 0 V� 0 m1— c> ww U., J=) U -J, Lu < 0 u- z zt to M 4 cn 8>7w,_aw0w_ M Z Z a uj w CO WUJWOUIZ 0)>-cn E=O wz C) z i3) L0 (0 U)m C) uj z F-15-- > Q:06 U) U) (D a) Z c/) - < w fm c%j UJ -..:, CO C)d Z W Q C0 CD 0 ry CD Z ce) L1.1 uj 0 't- F - 0 CLI CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT ci 30.00' 47.32' 90-22'22* 30.20' C2 30.00' 47.12' 90'00'00" 30.00' C3 30.00' 45.58' 88*57'30" 29.46' C4 30.00' 47.47' 90.40'07" 30.35' C5 30.00' 90 1 30.20' C) z i3) L0 (0 U)m C) uj z F-15-- > Q:06 U) U) (D a) Z c/) - < w fm c%j UJ -..:, CO C)d Z W Q C0 CD 0 ry CD Z ce) L1.1 uj 0 't- F - 0 CLI ,p\tW-E 44 bi 00 th 4L w W ls/�,Z.38 .38 4g w 0- LL W Z LU Z W t-- 0 w-, CD 17L iu> i0m LL ,p\tW-E 44 bi 00 th 4L w ls/�,Z.38 .38 4g 11 45.. AC AC = 6 0 C14 CD 5 (FUTURE)- A 01-% 5 Li u 6 44;:: 24 CD CENTER 6 17 + f". 9. C IN lim Ix - I C�/AC 12 4,;' cy" L DWY. z c� 346.07, S89*51'50"W LINE/SECTION LINE U) < S89'26'56"E'3' 14 5 6 < V) 347.4 0 7 4 5.,- C, -c,4 _545.47/ 9 16 0 + EX R/W ....... 17 c z A C-4 ......... - M' N __u) 6, Ac -4 .... - N.- A mr9mr- X= -Ar- SOMMi..- AM"=. AC < zz/_ AC 7T. -4- Lr.1/1 _144.77/ '-344.91`_'� - - - - - - - - z/, • 3 4 5.• �,i�� 1, 3 4 5. 05 F U) _111- - __ - j4 .66,1" L E 345-85,, 00.00 346.25 N 0 346.2 _7 EXISTING E.P7r_ EXISTING E.P.f aj�� AC 14+ 7 346 4r (=� - CD AC EXISTING E.P, 8 Q0 CL DW AC If -SEE DETAIL /"�C -p- nP-TAIIA'/P\ n 4= :7 ---f52 A P !�,A;\!!. c� F ',&E '4 �4J to ammmummmeoe 0-90 1 CD . c (SE -A-) 4 GAS f_; 4 A-1, NOTE (SEE NOTE "A") u A S GASS LQ A -_ 1 0 PROPOSED EDGE OF PAVEMENT (PHASE 3 CONSTRUCTION) s GA GAS 'A <11 AS 5 ci Tst TsI �A CAS FUTURE IMPROVEMENTS I GAS GA GAS If ov T')I - YAP) Lij CNJ z 0 W 0. Li Lx < W CD n o 06 LL (D 00 < C:L 0 0 cr; L0 + w HORIZONTAL: 1"=40' 06 VERTICAL: 1"=2' ry z u) j 47,32' :r i� -1 TI=9.0 R=26 47 12' 46.58' 47.47' 47.32' CL L ON CURVE ON CURVE I I �_� CURVE ON CURVE I ON CURVE I X LO oto OL tl� w m x 04 m00 x 0� ul ir r- x x0 0 0 0 C14 LLJ n Ld 0 0 c> u F, 000 Q 14� 000 0 0 to co uj 4 a- CL m uj 4 co Li ui tri < OD LLJ ca I-_ It M i.-: n n C) V) cli ct z c� 0 0) .......... ....................... ............. --- LLJ .... .................... .,0- .350 C) .............. C> ui c� co 0 LO X 0 .......... .............. ............ L0 C-4 0i 0; Ln. 5 .............................. ..... ........... ........... + -348 (19 C+> A) ....... .......... 4 .......................... .......... ........ 6* * '' 0 0i EXISTING' TOP Of 19A VFVEN7: PROFIZE--- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . (5 TX1(0AZf` /#GHPI(A -Y -C�_,,41-75Rt INE) -t-.---7 77.- . . . . . . C14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . fX157NC NATU-R-AL- ,i90V1V0-PR0f_kE .346 (49' SOU TH Of C_N T,�_qZ INC) r9- --+0.207o- -z [D,�TE 3fO2/2018 p . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SW RONUIVE PfflftE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PA JOB N(,,;. 15-2709K 0.23% �0 + SHEET . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.39!x . .. .. . . . . . . . . . . . . .. . . .. .. . . iZ 0 -AME PROW' ..................... ......................... .................................... jr ............... ............. ...... ............ n� 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE COB RECORDS No. OF 15 SHEETS - - - - - - - - - - - - - - - - - - - ----- 10+00.00 co (D 1.507/ ----------- rA� PAVEMENT TIE-IN DETAIL 4 SCALE 1"=40' - - - - - ----- - - - ---- (,-•----... - - - - - - - -------- 14 ------- O 14 Ln LIZ c. C) C� 2.4% 2.0%_ .0 PAVEMENT TIE-IN DETAIL rC� PAVEMENT TIE-IN DETAIL SCALE 1"=40' KA�)' SCALE 1"=40' //Y STUB SA TYP _Tst 51 / � BEYOND E.P. 10 R /W AND 6' P.U.E. PER DOC 1 II N). O.R. II 54.00' 64,00' 11 1 -1 F'11 FUTURE 14PROVEMENTS fl l If I Rln II 0 LLJ *00� SEE TEMPORARY DRAINAGE BASIN "A" 0 �DETAIL AND EASEMENT Z DOCUMENT ON SHEET 15 TAPER "A" TAR 0 ZONING: C-1 GP: GC is C3 5 @ C 2 10 '42 -36.00'- C) C) LLJ Ld LLj z (.0 C) LLJ 0 L6 oi SEE TEMPORARY DRAINAGE BASIN "B" L U-) DETAIL AND EASEMENT Of +II - 1\1 I + + + SEE TAPER "A" -AB! E 04 tnl DOCUMENT ON SHEET 15 Itt (PARABOLIC BAY FAPER) r- H�4S c_- 0 STOCKDALE HIGHWAY CONSTRUCT MIN. 0,45' A.C. PAVING OVER MIN. 1.20' CL -d AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. rnhAPAr1'Pn TO ORO/- MAX r)F7Kf(ZITY -3 TYP - - - - - - - - - - - 7 AND 6' P.U.E. PER DOC. O.R. 40.. ZONING: C-1 GP: GC z z W b 0i SEE TEMPORARY DRAINAGE BASIN *C" C'4 DETAIL AND EASEMENT DOCUMENT ON SHEET 15 CONSTRUCTION NOTES Fl -1 CONSTRUCT TYPE -8- 6- CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE W. F_4� CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. NO. D-14 M CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). M CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD, T-34. INTERMEDIATE PULL BOXES NOT SHOWN. 78, INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) F9 I INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.O.B. STD. DWG. NO. T-34. 10 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 (SLOPE 0 0.25% UNLESS NOTED OTHERWISE) Fim, RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. Rl -21 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. To FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). 1_3 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). Fl -41 PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Fl -51 PROPOSED "FUTURE- SAWCUT LINE WITH NEXT PHASE (1' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. Fl -61 CONSTRUCT TYPE 'M -l' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 4 EX W - - - - - - - - - - - C A S _:.L GAS 6" MAIN 346.57 Lr) EXISTING FLOWLIN r Acs' + 347 23 6 7+09_35 WWCL'WY -r 347.44 _71 (n `A - 1-18 <UJI .............. co A(- -4- ul) 11If s tl TV cl c, CC2) 40.00' li II II II W ZONING: C-1 i! i l z GP: GC LLI 0 z zcr_ 0 z LAJ 0 0 SEE TEMPORARY c� co DRAINAGE BASIN "C* Nt DETAIL AND EASEMENT 2q DOCUMENT ON SHEET 15 LEGEND FL FLOWLINE STATION -,a- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 11 - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH THE CITY OF BAKERSFIELD) OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS STORM DRAIN MANHOLE EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE IF NOTED ON PLANS) EXISTING RIGHT-OF-WAY PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34, HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK IS BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (WP. PROPOSED LIMITS OF GRIND AND OVERLAY 0,20' MIN. PAVEMENT REMOVAL---- :_ OVER EXISTING PAVEMENT. J El SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING - TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS - - - - - - - - - - - - ------ - Z7 ----- 27 - - C2 30.00' - 30.20' _47,32' C3 3000' 46,98' 89-42'58" 29.85' 23-t-64.85 "02" 1 30.15' CD TANGENT 0 56.25' RT w 8 0 58,31' RT 14, K 0 Z _j Z Gi to to to pq w 2.0% .1 u - OG< \V06,:, . . l I . iI - - - - - - - - - K'APAVEMENT - - - TIE-IN - - - - - -- DETAIL \, 5 SCALE 1"=40' . . . . . . . . . . . . . . . . . CURVE TABLE CURVE RADIUS LENGTH cl i 30.607- 47.47' I DELTA 90*40'07" TANGENT 30.35' C2 30.00' 90-22'22" 30.20' _47,32' C3 3000' 46,98' 89-42'58" 29.85' 23-t-64.85 "02" 1 30.15' L7 - P.M. No. 10676 2 TRACT '8 I 1�: -7 M.B. 3 PG. P.M. BK. 52, PG. 135 EX. WATER VALVES/FH PIP, CATCH EX. CATCH, BASIN Fx EX BASIN EX. �ATCHyv 0-0 LL Lu Z 1-0, zw ujml� Luc cq co zn Lu c cr Lzd 0u 0 CL _j > -4: z c 0z CL ixom co t cr � 0 'n w uj cr W w 2 < -W, S z 2 � Ttr, Oz Oz a-2 t � 25 z W, �06,60< L) cn!� w w , Zo 0M_Zw Lu WO Iz- VZ 2 <�-FOZ2809% cz § cw:l a um, s 0- Z - a- " 0 , v,z, '0' �06,z Mu < W ZW EX Z 0 W>- 8 t aw w 2w0TTg-Rl!<c-a 3-<zWQ_j6- P =wg 0 -� w,- u>j (Z' Lu < 0 0 w tu 9 Lu cn cn 0 1woo n4205% m_j w 2 0 WW08wLUz cn L5 z (y) cy) L0 (0 W CD 0 UJI Z F- < LU > LL (0 CO 0 W LL W z m <w ED C\l UJ 06 LLI Z LLJ Lu F- 0 CL a - - - - - - - - - - --- - - - - - - - - - -- - 77�7-_ - - - :" 0 GAS - GAS GAS GA - - ___ __ - - - - - - - - - __ - __!7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - S GAS - GAS' GAS GAS GAS ---- GAS --- GAS Gl,S -TA-S- 346-86 A 346.89 347.18 347.0 348.00 0 AC-\, AC\ AC\, 347.69 347.93 347-83 34". 7t I.; -H AC\ AC`\ AC\ 1 34.8,07 AC Ac\ EXISTING FLOWUNE -H C) AC'\,x + TERUNE/SECTION UNE NOTE: SHADED PORTION DEPICTS 00 -CEN ro 347.96 348.09 34-8 23+25.46 AC REMOVAL '(3+33.91 0 Cc -548.44 LIMITS CD 347-58 347.72 /AC /Ac E X. _hRO-N /A( 348.64 318.85 PARCEL LINL��348.8. + AC\ pm=mm am== *soma= 1AC AC AC�_ c� 00 /AC 10 99A"!t�_ "�M_" , magma mumm got= meow= 6 14 C%4 = 589'26-56-E 2T- 2�4 .......... - ---------27 7 .......... .. ....................... .. . .......... zio* .......... U-) sammommmam"m *-& L 0 h P -1-- s9 t w 34 347A., 34' 4 318 .- , - -;, j c) V) CN CD -1 �, .2611 Lj 34 AC EXISTING E.P. AC CD AC + _cD A" EXISTING E.P. CD 'Ln PG&E 34" H.P. GAS CD It :W. Ln 00 (SEE NOTE "A") QD C_� If m(SEE NOTE "A") 8 (SEE NOTE -A-) 7\ GAS GA Gt�' r�n c4s z7�1i-I S Tlj - - ____ __ -_-(�_A S T<1 Al -- - -- - - - - - - `W AND 6' P.U.E. PER DOC. O.R. ZONING: C-0 PCD GP: OC PHASE 3 STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING OVER BASE nx/C-D kliki I nt)' MAT nor, m Ld CL 0 m TAPER uj SATION U- 23-42.35 4COV _RT 48,17' RT _L3-49.85 23-57.35 48.69' RT 23-t-64.85 49.5_57 _RT 23-r 72.35 50.75' RT TANGENT 0 56.25' RT w 8 2417,35 58,31' RT 14, K 0 Z _j Z Gi to to to pq w .1 u - OG< . . . . . . . . . . . . . . . . . . . . . . . . .5C . . . . . . . . R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m G0f- . . . . . . . . . . . . . . . . . 00 c:F AD 71 O v6 uj > _06 8r 350 .......... LO EX/STING TOP OF PA I[MENT PROFILE . ........ .............. .................... .......... . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . - - - - - - - - - - --- - - - - - - - - - -- - 77�7-_ - - - :" 0 GAS - GAS GAS GA - - ___ __ - - - - - - - - - __ - __!7 - - - - - - - - - - - - - - - - - - - - - - - - - - - - S GAS - GAS' GAS GAS GAS ---- GAS --- GAS Gl,S -TA-S- 346-86 A 346.89 347.18 347.0 348.00 0 AC-\, AC\ AC\, 347.69 347.93 347-83 34". 7t I.; -H AC\ AC`\ AC\ 1 34.8,07 AC Ac\ EXISTING FLOWUNE -H C) AC'\,x + TERUNE/SECTION UNE NOTE: SHADED PORTION DEPICTS 00 -CEN ro 347.96 348.09 34-8 23+25.46 AC REMOVAL '(3+33.91 0 Cc -548.44 LIMITS CD 347-58 347.72 /AC /Ac E X. _hRO-N /A( 348.64 318.85 PARCEL LINL��348.8. + AC\ pm=mm am== *soma= 1AC AC AC�_ c� 00 /AC 10 99A"!t�_ "�M_" , magma mumm got= meow= 6 14 C%4 = 589'26-56-E 2T- 2�4 .......... - ---------27 7 .......... .. ....................... .. . .......... zio* .......... U-) sammommmam"m *-& L 0 h P -1-- s9 t w 34 347A., 34' 4 318 .- , - -;, j c) V) CN CD -1 �, .2611 Lj 34 AC EXISTING E.P. AC CD AC + _cD A" EXISTING E.P. CD 'Ln PG&E 34" H.P. GAS CD It :W. Ln 00 (SEE NOTE "A") QD C_� If m(SEE NOTE "A") 8 (SEE NOTE -A-) 7\ GAS GA Gt�' r�n c4s z7�1i-I S Tlj - - ____ __ -_-(�_A S T<1 Al -- - -- - - - - - - `W AND 6' P.U.E. PER DOC. O.R. ZONING: C-0 PCD GP: OC PHASE 3 STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING OVER BASE nx/C-D kliki I nt)' MAT nor, m Ld CL 0 m TAPER "B" TABLE SATION OFFSET 23-42.35 4COV _RT 48,17' RT _L3-49.85 23-57.35 48.69' RT 23-t-64.85 49.5_57 _RT 23-r 72.35 50.75' RT TANGENT 24-402.35 56.25' RT 24+09.85 57.45' RT 2417,35 58,31' RT 14, Q4 CL F x C'4 `t ON klutivt I a,- 24+24m 58-83 RT c,4 ro + 1)5 59.00' RT + m SEE TAPER "B" TABLE C'41 r- o- < FARABOLIC BAY Tst - T A 50405 C3 �C4 10 44.00'-- LLJ L) m Ld LLI C-) cr_ c� 0) SEE TEMPORARY 00 to 1.� DRAINAGE BASIN "D M n DETAIL AND EASEMENT on cq co co DOCUMENT ON SHEET 15 LO "I Tsl Z R/W AND 6' P.U.E. PER DOC. I Lu ZONING: C -O PCD 0 r- 0 j 0 GP: OC 0 i, o UJ c) < 0 Q 0 HORIZONTAL: 1"=40' uj w VERTICAL: 1"=2' 06 Z __ f < cl� V MUNI. 1.40 I-L-il M7Ur,F_"MlF- m 46.98� 47.27' 47.32' COMPACTED TO 95% MAX. DENSITY ON CURVE ON CURVE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESfGN fZ0w_wF PRORLr DATE *0'/02/201 8 346 K� 346 ................ .. ................ ....................... .......... ........ L�A JOB No. 5-2709K ............ ................... ..... ... 51QV-fZ0Kff PRa%f c� (48'SOUTH OF Cc-N7Fi?,11NZj) 41,HEET E _470-�l 4V ................................................... .................... ......... ................................... ........ .................... ...................................... ............ > 28+00 344* ..... ........... ....... ............................ ......... ...................................................... ......... .......... ................... ......... ........ ......... 25+00 26+00 27+00 ?) �C I 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 5 SOUTH FLOWLINE PROFILE COB RECORDS No. OF 15 SHEETS ON klutivt I a,- * 171 TI=9.0 R=26 cr- rl_ w Op 0 LO cr_ 00 00 m 0 u C14 W Ln tr) z m u u'1m rl_ cci aui r- o- < (6 a- "t < M C) M p_: wrz 14, to to pq w 0 z n - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5C . . . . . . . . c:) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c:F AD 71 O v6 41 LO _06 > O a: 350 350 .......... LO EX/STING TOP OF PA I[MENT PROFILE . ........ .............. .................... .......... . . . . . . - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - -r - + -0 co + (STOC10AZE H1611WA.- CENTI?ZINE) C) CD - - - - - - ro ca 0i 11 - - - -- Da - - - - - - - - - - LO -! cli 00 00 _X . . . . . . . . U-) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - - - - - - - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LO . . . . . . . . . . . . . . . . . . . +. I . I I . I . . . . . . . . . . . . . . . . . . - - - - - - - - C-4 cl� rn 348 348 ................................. .................. ............. ...................... .... ......... ........ ......... .. .. ........... ............................................................ C*4 -- M 0 7.7 +0.20% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESfGN fZ0w_wF PRORLr DATE *0'/02/201 8 346 K� 346 ................ .. ................ ....................... .......... ........ L�A JOB No. 5-2709K ............ ................... ..... ... 51QV-fZ0Kff PRa%f c� (48'SOUTH OF Cc-N7Fi?,11NZj) 41,HEET E _470-�l 4V ................................................... .................... ......... ................................... ........ .................... ...................................... ............ > 28+00 344* ..... ........... ....... ............................ ......... ...................................................... ......... .......... ................... ......... ........ ......... 25+00 26+00 27+00 ?) �C I 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 5 SOUTH FLOWLINE PROFILE COB RECORDS No. OF 15 SHEETS 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESfGN fZ0w_wF PRORLr DATE *0'/02/201 8 346 K� 346 ................ .. ................ ....................... .......... ........ L�A JOB No. 5-2709K ............ ................... ..... ... 51QV-fZ0Kff PRa%f c� (48'SOUTH OF Cc-N7Fi?,11NZj) 41,HEET E _470-�l 4V ................................................... .................... ......... ................................... ........ .................... ...................................... ............ > 28+00 344* ..... ........... ....... ............................ ......... ...................................................... ......... .......... ................... ......... ........ ......... 25+00 26+00 27+00 ?) �C I 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 5 SOUTH FLOWLINE PROFILE COB RECORDS No. OF 15 SHEETS CONSTRUCTION NOTES [1] CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 �5 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). 1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. ® INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) ❑9 INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.D.B. STD. DWG. NO. T-34, 16 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1 (SLOPE 0 0.25% UNLESS NOTED OTHERWISE) 11 RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. Fl -21 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). Fl -31 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). 14 PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F1 -51 PROPOSED "FUTURE" SAWCUT LINE WITH NEXT PHASE (1' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. 16 CONSTRUCT TYPE 'M-1' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE NTH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. ZONING: C-0 PCD GP: OC f I I I I I I f TRACT NO. 5353 M.B. 39, PC. 157 i I I I LEGEND FL FLOWLINE STATION .O INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 11 - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH THE CITY OF BAKERSFIELD) OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG_ ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS ® STORM DRAIN MANHOLE -� EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE IF NOTED ON PLANS) - - - - EXISTING RIGHT-OF-WAY --� - - --- PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN - - - - EXISTING EDGE OF PAVEMENT --��- - -�'-- PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34" HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED !N FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK IS BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP). C PROPOSED LIMITS OF GRIND AND OVERLAY 0.20' MIN. PAVEMENT REMOVALII OVER EXISTING PAVEMENT. Lr�J SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING - TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS 00= N" 37 I I ! ! o Nov ! , I cr_ I 1 1.75% 1.5% l 38' A PAVEMENT TIE-IN DETAIL 6 SCALE 1 "=40' TAPER "C" TABLE STATION :D C 7 54.00' RT 32+70.84 54.16' RT 32+80.84 1 1.75% 1.5% l 38' A PAVEMENT TIE-IN DETAIL 6 SCALE 1 "=40' TAPER "C" TABLE STATION OFFSET 32+60.84 54.00' RT 32+70.84 54.16' RT 32+80.84 54.62' RT 32+90.84 55.41' RT 33+00.84 56.50' RT TANGENT 33+40.84 61.50' RT 33+50.84 62.59' RT 33+60.84 63.38' RT 33+70.84 63.84' RT 33+80.84 1 64.00' RT MI SEE TAPER 'C" TABLE MI (PARABOLIC EAY TAPER) PHASES 2 & 3 )CKDALE HIGHW, CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 1.20' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY C>ar T{=9.0 R=26 Q ? CL J I UKM UKAlfq V V.ZV7e STORM DRAIN SECTION 6 NOT TO SCALE CURVE TABLE _ gin- i LENGTH DELTA TANGENT 46.98' 89 42'58" 29.85' 47.26' 90"1006" 30.14' PURE i. oaUO "-0CLCL Z wowFs W W cnm Zw�r=r.. LLI X-'ZL>I=zaZ'o eco W ZO mir Q roil=oz J'cn wz0=wtnUq ZF-Q ow a- �a00 Lu U ,n0 C ifz ,6w-wE5w -MZO 0 00canc0qt�',a wU4>_>tr�W � d U0, Z u- dF-=ozw p0�='� ooz¢��ocnF_� o zocrcwnwOt�� d 137- En z�w,`iQy'`o w0w0`¢ OaZa FF-w>p,j.� Vx W 1=QO¢�' w a�>a�t�i V�V�� �o GAw�=zQUZr_ 00 W> cDv)w==)z <(-c z o z u N w x a LTwviuj fn ? p am ccn:-N �w�a� ©0 z II �F= j1 Q uiw I1 ! 1 1`34 .63 I 1i i /AC 1I SEX. CV 34 _ 34'± w II 1i I l 348.62 I II /AC II ' A� D. Pcf VAuLr� - -EXISTING FLOWUNE - - - \ \ EXISTING FL0WLINE - '- GAS �Ec _ _ - -- - -- - - -- - _ - - _ GAS ,S _ SAS - - ---- -- � - T -- - -- --- --- - AS ---- GAS GAS GAS GAS 3A5 r r -- - _ _ - -- _ - -' - - - - - _ 348.54 348.54 348.50 348.56 348.57 GA - S �4r 63 - - GAS --- AC� _H AC� AC /AC AC\ 1Iq G7 r7 �' x,348.56 348.61 �t k 0 f SOCAL GAS 6" p 34" PG&E H -P. GAS MAIN to I AC _H 6" GA= MAIN �348.7�tAIN -� 36+50.84 6 14 + f-- AC LIN 349.19 u� I1J 14 r. ..., 34Q.1?_ o? 6 'w=' 23 : " 1 34317 349.2E _ -:i _ :oo: ::t{�la 3T. =� of . 0 38 5 89'27 E _ {-- 4 .isJ" --.. �. :1::::::.._. �^` ` .. �= 'r Ljj 14..... .. ............. �O� 5 :-a.......................... ::: 'Q. ,. _ -� r. --;_L-._:»_ _ , _i Ld \34;.69 r..Jb r I , , r^a4 , 1LS.�.. v - d�-- --1�- U� �+7fGzzs- :mea --- s �. - ~ AC Co O{ - - - 17G p co E•P. p 5 W/PHASE 3 - �- EXISTING aC G&E 6" c - - AS ------ G S -- A ,; - --S 9 (SEE NOTE A") PAVEMENT 35+83.3 12 I 1 UCTION) '� !7 EP ANGLE PT -- ELEV-48.261 n ". 5 I I sl - TV - -, Iz _ gin- - ___. _. _i_ - I i J r I i 38.00' 50.00' I . .. .... N z :352 N M il) II Q II � ii . . . . . . . . . . . . . . . . r: w . . . . . . II OW d . . . . . . . . O . . . . . . . II . _ _ cr- d' ......... M : : : : : : (STOCKDALEH/GHW,�YCENTERLINE) O r uit a z 'i �Ld li Li -cf- -' SEE TEMPORARY "! Q DRAINAGE BASIN "F" + 31 X DETAIL AND EASEMENT *� ZLLJw DOCUMENT ON SHEET 15 3 00 M 47.261 E 0 7 1 R/W AND 6' P.U.E. PER DOC. NO. _-_ O.R. ZONING: R-2 GP: LM R -N- HORIZON- L- 1"=40' VERTICAL: 1"=2' C14 ul r :... ............ . . .M. . V . .. .... N z :352 N M il) : M j z . . . . . . • . . . . . . . . . . . . . . . . r: _ .C7. . . . . . . a co + d . . . . . . . . O . . . . . . . . _ _ Q EXT$ TINS 70P dF PA tiEtiOEN PI�OFIL� . ao d' ......... 00 M 47.261 E 0 7 1 R/W AND 6' P.U.E. PER DOC. NO. _-_ O.R. ZONING: R-2 GP: LM R -N- HORIZON- L- 1"=40' VERTICAL: 1"=2' C14 ul r :... ............ . . .M. . V . .. .... N z :352 N > U v il) : M j z . M r: La a co + d . . . . . . . . . . . . . . . . . . . . . . ¢ � . . . . . . . . _ _ Q EXT$ TINS 70P dF PA tiEtiOEN PI�OFIL� . ao _ ....................................... 352:_.ci Q _ _ _ _ :...:...:... :... ............ . . .M. . . .. .... N .._ ............... :352 N > U v il) : . M O La a co + M . f. 0 . _ _ Q EXT$ TINS 70P dF PA tiEtiOEN PI�OFIL� . ao _ ....................................... ......... M : : : : : : (STOCKDALEH/GHW,�YCENTERLINE) cx 0 z 350. : __. : - - - : N : : _ : r.. `. + _ : : - - 00 - -_ _. - -__ __ - '._.._ -- ---_......_.- - . __;----- _._ ---� _.:._._._....-�..-_--_ _ -_ ._ _._----- ---.� - 350 - - - - -- - � { ZLLJw � 3 E,�/STING NATUR�#L GROUND PRCIF/LE - _ . uj�W (48'. SOUTH DF CENIL-RUNE): LLI w a LL. n v ri 348 .... _....... . - -:- ..................... 48 _ ©E�'JGK f:ZONJNE PRG 71f p_2fl� - � - o : : : : : .+0.. . +0 20% --- *� --- -_ - +0 2Q� - - -- -- - . . . . _ l�V FLI7ifUNE Pl f FEE. . : . : - =p`g29 ' �--. _ . . y; 5 . . . . . . . . . . . DE.S'JG'N-R0#fJNE'PRWLE : . . . . . . . . 39+00 . . . 346' .......:...:...........................:. =:...:...:_..:...:...:...:...:._.:...: -:...:...:...:...:...:...:...:...:...:...:...:...:.. - :. - -:...:...:...:...:_..:...:._.:...:...: :...:...:...: 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 SOUTH FLOWLINE PROFILE COB RECORDS No. d Z o m LID (6 c6 p LLQ z E <51- W o M `+. iti _ ?0 ca to ~� V) z C W _ im,� w co ry W Z m o 0' z N 11.1 W N o to 0 N E r� C) 0 + L a c) o C.0 3:00 Z c► N LLJ CN m (D z - d= 0 w CLago M �z > <a,.. W0 o c uj e W 5) 7 j U. N � 0 0 0 0 -Z7 W CO N 0s a z N I a i N -- -- - I Y Qi O r N 3 3 v x U O Cn I N 0 t a I ,a,\Nt-ER b c i s� > U v a 0 w 0 z C:L � -� m a ZLLJw 3 ' - w uj�W LLI w a LL. n v ri r� C) 0 + L a c) o C.0 3:00 Z c► N LLJ CN m (D z - d= 0 w CLago M �z > <a,.. W0 o c uj e W 5) 7 j U. N � 0 0 0 0 -Z7 W CO N 0s a z N I a i N -- -- - I Y Qi O r N 3 3 v x U O Cn I N 0 t a I ,a,\Nt-ER b c i s� > U v r� C) 0 + L a c) o C.0 3:00 Z c► N LLJ CN m (D z - d= 0 w CLago M �z > <a,.. W0 o c uj e W 5) 7 j U. N � 0 0 0 0 -Z7 W CO N 0s a z N I a i N -- -- - I Y Qi O r N 3 3 v x U O Cn I N 0 t a I ' DATE 3!02/2018 / FA J.)B No15-2709K SHEET - O m o- 0 (DF 15 SHEETS z c sr ' DATE 3!02/2018 / FA J.)B No15-2709K SHEET - O m o- 0 (DF 15 SHEETS CONSTRUCTION NOTES ❑1 CONSTRUCT TYPE "B- 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. L"2._l CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F5 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) El SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. ® INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) Q INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.O.B. STD. DWG. N0. T-34. CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 (SLOPE @ 0.25% UNLESS NOTED OTHERWISE) 11 RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. 12 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). Fl -31 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). 14-1 PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 15 PROPOSED "FUTURE" SAWCUT LINE NTH NEXT PHASE (1' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. 16 CONSTRUCT TYPE 'M-1' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. LEGEND FL FLOWLINE STATION -O- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 11� RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH THE CITY OF BAKERSFIELD) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS ® STORM DRAIN MANHOLE �- EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE IF NOTED ON PLANS) - - - - EXISTING RIGHT-OF-WAY - -- - PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN - - - - - - EXISTING EDGE OF PAVEMENT -�-- -�- --�-�- PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34" HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK IS BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP). PROPOSED LIMITS OF F_ -7.1 GRIND AND OVERLAY 0.20' MIN. C PAVEMENT REMOVAL OVER EXISTING PAVEMENT. SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING -- TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS LLI 0 (7 � i Z w < 1() p~X h o'f 25'f 25't 348.52 AC� -- -4_44__4..__-__----� -D- TABLE ----------------- -------- 44 e- --I I 40+78.62 53.48' RT 40+86.13 53.87' RT 40+93.65 54.59' RT 41+01.16 - F,.- \10. 5353 1 TANGENT 41+31.26 60.61' RT f ' PG. 157 61.67' RT 41+46.29 62.39' RT � I I 62.78' RT 41+61.30 62.81' RT 2.07- I z 2.0%_ a i I I - . . . . _ . . in �, w I I I I 'JJ - -- `.'Y . . . . (STOEk�JALE Hi, Y GEN rERLIN:%l00 EX - - - --_ - - - - - -- - - - F' _ _ EX W ^ - -'-- ELEC - --- o -- -- - - -- ELn -- - -- - - -� -- _. - - as ^ !- T ...4..444.. + A { HS GAS A` GAS AS - GAS 4444. - - ..` - GAS - GAS _ GAS - o- - _- - ---- -__ .................J_.+ o ---............._-_................ ........ .+0.20%- -0.249 . -0.20 -0.21 q - U EXISTING FLOWLINE 348.AC 348.55 ACS v 348.AC p:1A.IN C) O cfl r, 348.62,% AC NOTE- SHADED PORTION DEPICTS _ - . . . . . . { 0 b _ _ - - SO+OO -j- a 6 39+82.08 6 LIMITS Of AC REMOVAL .....: 0 5 LLI 0 (7 � i Z w < 1() p~X h o'f 25'f 25't 348.52 AC� -- -4_44__4..__-__----� -D- TABLE STATION OFr SET 44 e- --I I 40+78.62 53.48' RT 40+86.13 53.87' RT 40+93.65 54.59' RT 41+01.16 55.65' RT TANGENT 41+31.26 60.61' RT 41+38.78 61.67' RT 41+46.29 62.39' RT � I I 62.78' RT 41+61.30 62.81' RT 2.07- I z 2.0%_ a .............................+.....;... I . . . . _ . . in �, w % A� PAVEMENT TIE -1N DETAIL SCALE 1"=40' TRACT N0. 6300 M.B. 571 PG. 33 tX W - ELEC - - - "- -'- GAS --- GAS -- - GAS -T- 31 _ - - 348.78 348.73 AC� A \ �( LL, 14 EX MON. 6 cv 349.A7\ 16 Hu q i C r`. j Ouj J4... 3 ..r...: -5c rc.rm. a 40 ACS 1 6 r - _ _ _' t _ _ _ Z' - ::z �:. _' iii :349-27 .N 11 A... Lud -o 44-44. _._..._._.._...............- ..........:-'�' Qflz Lu i_ ;�.__ 4444._ /l� ..mac _..- _ 1 -_4444. , - ;4a.R� _ w - A _ _ Aj % ti �o 4 MAIN o n 8.6 5 ' A. j GA'S X48 b4� - -G AC - 6 -- - "AS -- 348.94�vAS 14 y „�a z' -7j - AS - - " . cp AC it EXISTING E.P. - G It $ (SEENOTE"A,.,.,.......�.......�.....�3+:... 1 If AC FGA 6 GAS MAIN li ZONING: R-2 GP: LMR C2 5TST ''I l4plip �tJ n- -W _ - _ _ _ -- - Cl - - R/W AND 6' P.U.E. PER DOC. - LV - - I / NO. _ O.R. N 10 O m \- ' J a Q 0 a u; z d TAPER -D- TABLE STATION OFr SET 40+71.12 53.45' RT 40+78.62 53.48' RT 40+86.13 53.87' RT 40+93.65 54.59' RT 41+01.16 55.65' RT TANGENT 41+31.26 60.61' RT 41+38.78 61.67' RT 41+46.29 62.39' RT 41+53.80 62.78' RT 41+61.30 62.81' RT x W C- d 0 z N STATION Or I SF D �- • m o (nrn r- t` 48+30.50 d to + 0+ `� SEE TAPER "D" TABLE `r (PARABOLIC BAY TAPER) ZONING: R---2 - 44.00 - GP: LMR I` II STATION Or I SF 48+08-00 48.00' RT • m o (nrn r¢-rn Id-� 48+30.50 d d cr z z 00 56.25' RT 57.45' RT a M !ll M LLI rod ZONING: R---2 - 44.00 - GP: LMR I` II +I DOCUMENT ON SHEET 15 0 ~ cL1 Q m z�.........-cr--. 352:..�I...:...................I 47.67' ON CURVE ZONING: R--2 GP: LMR r Htz��tir � P.M. 12062-2 P.M. BK. 60, PG. 153 PHASE 2 STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING O'JER MIN. 1.20' CL --II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. 47.12' COMPACTED TO 95% MAX. DENSITY ON CURVE �{ 1I`9 0 R-26 TAPER "E" TA_ BLE STATION Or I SF 48+08-00 48.00' RT • m 48.17' P. T 48+23.00 w 48+30.50 17 �' 48+38.00 cr z r x 00 56.25' RT 57.45' RT a 58.31' RT Q C) 58.83` RT 59.00' RTS SEE TEMPORARY16 M a-¢ : DRAINAGE BASIN "G" z N .............................+.....;... DETAIL AND EASEMENT . . . . _ . . in +I DOCUMENT ON SHEET 15 0 ~ cL1 Q m z�.........-cr--. 352:..�I...:...................I 47.67' ON CURVE ZONING: R--2 GP: LMR r Htz��tir � P.M. 12062-2 P.M. BK. 60, PG. 153 PHASE 2 STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING O'JER MIN. 1.20' CL --II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. 47.12' COMPACTED TO 95% MAX. DENSITY ON CURVE �{ 1I`9 0 R-26 TAPER "E" TA_ BLE STATION Or I SF 48+08-00 48.00' RT 48+15.50 48.17' P. T 48+23.00 48.69' RT 48+30.50 49.55' RT 48+38.00 50.75' RT TANGENT 48+68.00 48+75.50 56.25' RT 57.45' RT 48+83.00 58.31' RT 48+90.50 48+98.00 58.83` RT 59.00' RTS 1 SEE TAPER "E" TABLE �I I'- (PARABOLIC BAY TAPER) -� CURVE TABLE CURVE RADIUS LENGTH j DELTA TANGENT _Ct i 30.00' 47.67' 91'02'30" 30.55' C2 0 00' 1 47.12' 90'00'00" 30.00' �avp wocn m z0�W w�w¢ www" w4 w a-FsZo z$ 0- -.e cr umrrfi t�r(2 sGoz-j v- 03X. z'zj0,W.�ww3: U) o; } cn�r�o �SQ�SO W Ucncwia �QOO- w Q p� LL O z ? e "'�avcn zzsaazc"oz c�P$omog-)3o www>ot~-zien aw o��zz V=091 ooa���zd Q - = f] p U zOzwiowua zaF- wz>acn 2X:0w�FOQ� m r- w aRuwi>¢UwuO-i� 0z 6 a'ULL Zd JQ0 0 air 2z W w zaTg nws a �zt -s>0 JELL `awOoc'Uuj uj<0 w Wozc>-n�CD Fx a ¢W8wwc''�ZO< WWUG7WZC�/7Y LLI 0 i 0: ZONING: R--2 GP: LMR PARCEL 2 P.M. 12062-2 P.M. BK. 60, PG. 153 UN UChi __ H m uj crf Z 0000 :-- ....... 444. -............................................. F- t- OD Q� 1 M Q w M a-¢ : : : + z .............................+.....;... M . . . . _ . . in �, w : : o . . . . _ � . . . . (STOEk�JALE Hi, Y GEN rERLIN:%l00 -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' '........352 I '350 350:'---___--___�...- _:� __ H m crf 0000 :-- ....... 444. -............................................. F- t- OD .............---........................................................------........Ix.............o 1 04 Q N r- Q a : : : + z ................. .............................+.....;... . . . . . . . . . . . . . _ . . in �, w : : o . . . . _ � . . . . (STOEk�JALE Hi, Y GEN rERLIN:%l00 o _., -- o _. . _ -- -- _. - - - - - -- - - -� -- _. - - as ... _ ... - - - --� -- - -- -- --- -- -=- -- - - J _ + ...4..444.. + ................ W 4444. - - ..` - o- - _- - ---- -__ .................J_.+ o ---............._-_................ ........ .+0.20%- -0.249 . -0.20 -0.21 q - --o.2ofi -- - : - - v -' --- - :- Ate, - - -: - : -- - -- -. - --; - - . - -^ - : : 0V - -- - - tl-- -- - .IJLJ/V:� jL✓✓/�L7�P.0 ./�f11.K-�L{.. _ - . . . . . . V�'-XIS�RN6; NA l -6W • GROUND PROFILE' : _ _ - - SO+OO Li- a ........ .cQ....._.. ............... .....: 346 :...:...:....... .... _ 39+00 40+00 41400 �..... 45+00 46+00 47+00 +. M FLOWLII�E PROFILE COB RECORDS No. -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' '........352 I '350 350:'---___--___�...- _:� __ H m W d :-- ....... 444. -............................................. ......---:...... .... .............. ........ .............---........................................................------........Ix.............o 1 04 8 :o :444:4._ Q a : : : + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..4 . . . . . . . . . . . . . . � . . . . . . . . . . . . . _ . . in EXISTJIb'G %OP. OF PA1 EMEN"T PR, L E'_E: : : : : : : : : : : : C) : : : : o . . . . _ � . . . . (STOEk�JALE Hi, Y GEN rERLIN:%l00 . . . . . . . _., -- --- -- - -- _. _. . _ -- -- _. - - - - - -- - - -� -- _. - - as ... _ ... - - - --� -- - -- -- --- -- -=- -- - - J _ + ...4..444.. + ................ W 4444. - - ..` - o- - _- - ---- -__ .................J_.+ o ---............._-_................ ........ .+0.20%- -0.249 . -0.20 -0.21 q -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' '........352 I '350 350:'---___--___�...- _:� __ ____--_-_--_--- j _...: :-- ....... 444. -............................................. ......---:...... .... .............. ........ '\ 1 04 :...:...:...:...:.......:. :444:4._ N :_44:44 a. ILLW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ � . . . . . . _ . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . _ _ . . 348.... \ ...4..444.. ...................... ................ W ' o- - _- - ---- -__ .................J_.+ o ---............._-_................ -- �.. ... .................................348 ........ .+0.20%- -0.249 . -0.20 -0.21 q - --o.2ofi -- - : - - v -' --- - :- Ate, - - -: - : -- - -- -. - --; - - . - -^ - : : 0V - -- - - tl-- -- - .IJLJ/V:� jL✓✓/�L7�P.0 ./�f11.K-�L{.. _ - . . . . . . V�'-XIS�RN6; NA l -6W • GROUND PROFILE' : _ _ - - SO+OO Li- a (49'.SOUT,y flF a 346 :...:...:....... .... _ 39+00 40+00 41400 ............................................44......44....................................48.00.....------....49.00.............. 42+00 43+00 44+00 45+00 46+00 47+00 48-00 49+00 SOUTH FLOWLII�E PROFILE COB RECORDS No. z C) V') .e t(c) >n C o_ LLJ z o r: I-- ;: N w a cl > c.) 0 LL U) Z 0 .�[ m N LU co 'SCJ ui (3 O 0/ N {{{i� Z to I -CO t- gW CD0CA ,e z j W � I I Q � '\ 1 N a. ILLW = \ W W W ' LL v U > a tl-- � Li- a a a ER d 00 cn Qen WV, _ U V � G�� U %y J3J 4( [)ATE, _ .31021201$ i PA JC413 No. 15-2709K � SHEFT 1 O 011 OF 15 'SHEETS z [)ATE, _ .31021201$ i PA JC413 No. 15-2709K � SHEFT 1 O 011 OF 15 'SHEETS CONSTRUCTION NOTES 1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. EO CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". [ 4-] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 [51 CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) [6] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. [81 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) [9 , INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.O.B. STD. DWG. NO. T-34. 1 J CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 (SLOPE 0 0.257. UNLESS NOTED OTHERWISE) 11 RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. 12 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). 131 REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). 14 PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 15 PROPOSED "FUTURE" SAWCUT LINE WITH NEXT PHASE (1' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. Fl 6-i CONSTRUCT TYPE 'M-1' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. I 1 I f I I RAtT X10. 6300 B. 571 PG. 33 I EX I I I t -- - - - - - T GAS GAS .6 349.63 H Aq O :;:r I 6 NOTE: SHADED PORTIO14 DEPICT + LIMITS OF AC REMOVAL ' F-- 3`...3' 5 51+00.00 35;;.47 -L0 AC; CL DWY_. -ZAU) ZONING: R-2 GP: LMR ULIAIL ANU LAJtMLNI DOCUMENT ON SHEET 15 47.12' ON CURVE 47.12' ON CURVE mom LEGEN.Q. FL FLOWLINE STATION -C-} INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH 11 THE CITY OF BAKERSFIELD) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CID.) EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS STORM DRAIN MANHOLE EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE 1F NOTED ON PLANS) - - - - EXISTING RIGHT-OF-WAY -- - - - PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN -- -- 11'- EXISTING EDGE OF PAVEMENT ---�� - -�`-- PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34' HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK S BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP) E-1 PROPOSED LIMITS OF GRIND AND OVERLAY 0.20' MIN. PAVEMENT REMOVAL OVER EXISTING PAVEMENT. SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING -- TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS 2 TAPER O_ H C-4 STATION OFFSET @v 48.00' RT EX!STiNG E.P. i ZONING: R-2 GP: LMR ULIAIL ANU LAJtMLNI DOCUMENT ON SHEET 15 47.12' ON CURVE 47.12' ON CURVE mom LEGEN.Q. FL FLOWLINE STATION -C-} INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH 11 THE CITY OF BAKERSFIELD) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CID.) EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS STORM DRAIN MANHOLE EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION IF NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE 1F NOTED ON PLANS) - - - - EXISTING RIGHT-OF-WAY -- - - - PROPOSED RIGHT-OF-WAY STREET OR DRIVEWAY CENTERLINE PROPOSED STORM DRAIN -- -- 11'- EXISTING EDGE OF PAVEMENT ---�� - -�`-- PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34' HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK S BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP) E-1 PROPOSED LIMITS OF GRIND AND OVERLAY 0.20' MIN. PAVEMENT REMOVAL OVER EXISTING PAVEMENT. SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING -- TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS 2 TAPER "F" TABLE - STATION OFFSET 53+85.74 48.00' RT 53+93.24 48.17' RT 54+00.74 48.69' RT 54+08.24 49.55' RT 54+15.74 50.75' RT TANGENT 54+45.74 56.25' RT 54+53.24 57.45' RT 54+60.74 58.31' RT 54+68.24 58.83' RT 54+75.74 1 59.00' RT -... .... -1 CD r I \ _ -2_0% 2.0%_ I I A PAVEMENT TIE-IN DETAIL 8 SCALE 1"=40' ----.-----r--------- ol 57 f I , '1 o I o oh / \ 2.0% 2.0% / B`� PAVEMENT TIE-IN DETAIL t'' hHz)C,<z5 II & Z DOCUMENIT' ON ,, IS" HEET,15 CKDALE HIGHWAY CONSTRUCT MIN. 0.45" A.C. PAVING OVER MIN. 1.20' CL --II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. OOMPACTED TO 95% MAX. DENSITY TI=9.0 R=26 46.58' 47.67' ON CURVE ! ON CURVE SCALE 1"=40' TAPER "G" TABLE STATION OFFSET 57+29.76 50.70' RT 57+37.25 51.06' RT 57+44.74 51.78' RT 57+52.21 52.83 RT 57+59.68 54.22' RT TANGENT 57+89.53 60.48' RT 57+96.99 61.88' RT 58+04.47 62.93' RT 58+11.95 63.64' RT 58+19.45 64.00' RT SEE TAPER "G" TABLE (PARABOLIC BAY TAPER) -- 6 - - i i I Sl° - � !CURVE TABLE CURVE RADIJS LENGTH DELTA I,1 30.00' 47.12' ! 90'00'00" C2 30.00' 46.58' 88'57'30" C3 30.00' 47.67' 91'02'30" ._ I Q I ----- •---------.------• ���_�����'_ Ut�t000'L.olj tL'aO�OwUu)wt' I Ar STOCKDALE HIGHWAY `t a � 1- Zz ��c�-cr_ zo- A/ \�� PROPOSED EP WITH PHASE 1 I z z a W z Z Wt-• -wxto oo I I r o- tcu \ \-_ 2.0% 2`0%_� I �, ) tri ^�,:, I a3stwwZo x tri :1;07 76.5 v 4:11 cvDc�' I Z���o���0i1 I 7; , 2:1 MAX: '� LL+ F- w LL 9 f ( 78.8 y ''�'�' I Z ap w ,°L w w 0 \�9 -�-i I O�zwx��wrJ�•i t �'' i =��xQo o 85.0 t- z w C PAVEMENT TIF -IN DETAIL I x`G SUMP AT PHASE 1 2 BOUNDARY � �' R/W f'E:R -) `L ~ z m 3 ~ z 0 S3 t BASIN BTM.,347.8 a'mtw<acwiwuLu LL a 8 SCALE =40 ( HIGH WATER ELEV.=349.3 P.M 1062- 2 I o w w T o- Q o z o .0 VOLUME REQ'D=0.046 AC -FT FINAL M<,P Z a o w L 2w w iE ¢ voao� VO"UME PROV.=0.050 AC -FT o tri � � w w _, 2 t� zp�Utgw - u D TEMP SUMP AT PHASE 1/2 BOUNDARY 0 U o w w W W 8 SCALE 1"=40' > ¢ ,0 0 ui u, ,* a t--tnc ZX Opp tno V' m z�w aawOwz�-p¢co WwUOWZ3(n}[0 F_1.-8 a.iEUoww¢:i DOC. 'J 0. 020 ",,G 30'±__� UNAINAUt bANN - J__ DETAIL AND EASEMENT DOCUMENT ON SHEET 15 U CL Lu c1 tau !-L�vaiw w wtQ- Z¢ 1ANGENT ucol mul uj w o _30.00'zSr�-Lz$:z a 2Ut~AZOwpwpt=i7i� 29.46' �w�wz0...t''- ;s 30.55' wWw(�oc`n 2zm ._ I Q I ----- •---------.------• ���_�����'_ Ut�t000'L.olj tL'aO�OwUu)wt' I Ar STOCKDALE HIGHWAY `t a � 1- Zz ��c�-cr_ zo- A/ \�� PROPOSED EP WITH PHASE 1 I z z a W z Z Wt-• -wxto oo I I r o- tcu \ \-_ 2.0% 2`0%_� I �, ) tri ^�,:, I a3stwwZo x tri :1;07 76.5 v 4:11 cvDc�' I Z���o���0i1 I 7; , 2:1 MAX: '� LL+ F- w LL 9 f ( 78.8 y ''�'�' I Z ap w ,°L w w 0 \�9 -�-i I O�zwx��wrJ�•i t �'' i =��xQo o 85.0 t- z w C PAVEMENT TIF -IN DETAIL I x`G SUMP AT PHASE 1 2 BOUNDARY � �' R/W f'E:R -) `L ~ z m 3 ~ z 0 S3 t BASIN BTM.,347.8 a'mtw<acwiwuLu LL a 8 SCALE =40 ( HIGH WATER ELEV.=349.3 P.M 1062- 2 I o w w T o- Q o z o .0 VOLUME REQ'D=0.046 AC -FT FINAL M<,P Z a o w L 2w w iE ¢ voao� VO"UME PROV.=0.050 AC -FT o tri � � w w _, 2 t� zp�Utgw - u D TEMP SUMP AT PHASE 1/2 BOUNDARY 0 U o w w W W 8 SCALE 1"=40' > ¢ ,0 0 ui u, ,* a t--tnc ZX Opp tno V' m z�w aawOwz�-p¢co WwUOWZ3(n}[0 F_1.-8 a.iEUoww¢:i DOC. 'J 0. 020 ",,G 30'±__� UNAINAUt bANN - J__ DETAIL AND EASEMENT DOCUMENT ON SHEET 15 U LL'- c1 e ,� 6_ o J Z W L, j#a. M W S� Ej '3 cD [] LL] J nam 2 to w > �Lu �-Q a N ' uj Z `u o M > t I L9 Z WLLJ�.. .� M I'^ ,4 a I �_ o -o o V as- ` LLj Ld F-- tt W ... --¢+W -- �� o 40 ! C\I !rte x) o z tom► m Lo _ - Lu z )414 � -� - _> C.) 2 tC,,.t. ZONING: C-2 > Lh1 Q r.Js U) t s �' SEEDETA,IL C :r fy tij ` CL HORIZ(NTAL: 1 "=40' VERTICAL: 1"=-2' aIM Lu (f) Q - ,L06 f �s _ elo Z 47.12' _ _ 47.12' _ W0) x0) x * crI- �d Odd �� cn= car' UINC.)N ^[�� tC0 On. xe4 x00 X1 0 �0 Zco 0 L UM UM UCs F_'►''hu W 0 W 0jj WO OO m O6 W m W Z W W t� O :1: U f� G� C> I.4- -1 �0°a ���¢ ¢� Qo m� W�ra� W�Q� a� oma' to F- M F- M M M M �" M + 07- Q c OD z Z z M cC cc Z a 0)d". �' � � C� Z to C) O W m co m W p cv O 06 oi .� ............... ................... t0 a Q; o �. ...........cam .. ...... : + : : C) ErrS11NG TOP: OF PAG£MENT PROFILE. M a Q; {' C) 352: . . 0 : . . . . C° : . . . : . : N (STOCf(DAL£ 1Y16HWAY CENT RZINE� to � r- -. - - --- - -- - - ._ - .� .......o ..................................... .... ----r- °' -----� - - - .. . • ...............352 - - `-n ---- - ---- --_._ - -- - � n c14 ,7 Lo co Lo O1 o. r` d to co . . . . . . . ....... to u i � of - � + +.................. .. ....... . ................+ ............... 10 - - c 350.... ................. ............:...:...:...:...:...:...:...:...:.. :...: :...: :... :.. - - - -- -. _ -- 50 ........... ... _ r _ --- -- - .T_ . r ........ . _ 3 _ �- Z +0,20%. -0-20% - +0.20% -0.20 _ 1 o +0.20%. - k� 1"c _ +0.20% - - - - - ---- �_09� -"' +0.24% �0 Sj ' . ! to ' "' "50% +0.24% � '+0 ZO% ............ ........... -. --............ Q1( NE �- w - - -- -- ---- D£ 0112/ PR#ILE. ,.,�1.2 GN Irzomf NE PRG1 E 0 53q " 3/I, 2/20 . : TlNG iVAT1JRA GRNTfR P.,Q� /LE : . . DP,TE No. 1 �� 2709K 348:...:. :...:... - .... EXr DESIGN R0OfINE.PROflLE SHEE ...................................................................................................................................................................:...:. ................ ........ . .... a 61+00 346 ............................ 50+00 51 +00 52+00.. 53+00........... 54+00 ...............55+00.............. 5fi+00...............57+00 58+00 59+t Q...............60+00...... i -- i � �� C SOUTH FLOKINE PROFILE Coe Rrl- 8� �=CORDS NO. C 1:5 SHEETS LL'- CL LL a: W L, j#a. �Jm J W S� [] LL] J nam 2 to w > �Lu �-Q a 00 �>a L2 ; M > yU� U `/ O e �_ o -o o V as- ` LLj Ld F-- tt W ... --¢+W -- �� o 40 ! C\I !rte x) o z tom► m Lo _ - Lu z )414 � -� - _> C.) 2 tC,,.t. ZONING: C-2 > Lh1 Q r.Js U) t s �' SEEDETA,IL C :r fy tij ` CL HORIZ(NTAL: 1 "=40' VERTICAL: 1"=-2' aIM Lu (f) Q - ,L06 f �s _ elo Z 47.12' _ _ 47.12' _ W0) x0) x * crI- �d Odd �� cn= car' UINC.)N ^[�� tC0 On. xe4 x00 X1 0 �0 Zco 0 L UM UM UCs F_'►''hu W 0 W 0jj WO OO m O6 W m W Z W W t� O :1: U f� G� C> I.4- -1 �0°a ���¢ ¢� Qo m� W�ra� W�Q� a� oma' to F- M F- M M M M �" M + 07- Q c OD z Z z M cC cc Z a 0)d". �' � � C� Z to C) O W m co m W p cv O 06 oi .� ............... ................... t0 a Q; o �. ...........cam .. ...... : + : : C) ErrS11NG TOP: OF PAG£MENT PROFILE. M a Q; {' C) 352: . . 0 : . . . . C° : . . . : . : N (STOCf(DAL£ 1Y16HWAY CENT RZINE� to � r- -. - - --- - -- - - ._ - .� .......o ..................................... .... ----r- °' -----� - - - .. . • ...............352 - - `-n ---- - ---- --_._ - -- - � n c14 ,7 Lo co Lo O1 o. r` d to co . . . . . . . ....... to u i � of - � + +.................. .. ....... . ................+ ............... 10 - - c 350.... ................. ............:...:...:...:...:...:...:...:...:.. :...: :...: :... :.. - - - -- -. _ -- 50 ........... ... _ r _ --- -- - .T_ . r ........ . _ 3 _ �- Z +0,20%. -0-20% - +0.20% -0.20 _ 1 o +0.20%. - k� 1"c _ +0.20% - - - - - ---- �_09� -"' +0.24% �0 Sj ' . ! to ' "' "50% +0.24% � '+0 ZO% ............ ........... -. --............ Q1( NE �- w - - -- -- ---- D£ 0112/ PR#ILE. ,.,�1.2 GN Irzomf NE PRG1 E 0 53q " 3/I, 2/20 . : TlNG iVAT1JRA GRNTfR P.,Q� /LE : . . DP,TE No. 1 �� 2709K 348:...:. :...:... - .... EXr DESIGN R0OfINE.PROflLE SHEE ...................................................................................................................................................................:...:. ................ ........ . .... a 61+00 346 ............................ 50+00 51 +00 52+00.. 53+00........... 54+00 ...............55+00.............. 5fi+00...............57+00 58+00 59+t Q...............60+00...... i -- i � �� C SOUTH FLOKINE PROFILE Coe Rrl- 8� �=CORDS NO. C 1:5 SHEETS CONSTRUCTION NOTES I CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, C CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 7 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". 541 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 C,5' CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER (SEE SHEET 11). M CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. ❑8 INSTALL (2) 4" SCH 40 PVC CONDUITS FOR MEDIAN LANDSCAPING. (DISTANCE SHOWN -30" COVER MIN) � INSTALL CONDUITS FOR FUTURE TRAFFIC SIGNALS PER C.O.B. STD. DWG. NO. T-34. 10 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 (SLOPE 0 0.25% UNLESS NOTED OTHERWISE) Fini,RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. Fl -21 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS (COORDINATE WITH UTILITY OWNER). 13 I REMOVE EXISTING OBSTRUCTION OR APPURTENANCE (GUARD RAIL, SIGN, ETC). 14l PROPOSED "GRIND" LINE, SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 15 PROPOSED "FUTURE" SAWCUT LINE WITH NEXT PHASE (1' NORTH OF PROPOSED E.P. SHOWN PER EACH PHASE) TO BE LOCATED APPROXIMATELY ALONG THE CENTER OF FUTURE LANES. 16 CONSTRUCT TYPE 'M -l' MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (SEE SHEETS 10 & 11) RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. EXISTING R/W ' TRAFFIC SIGNAL AND-/ - 1 - STREET LIGHT BOXES 7-- _ EXISTING FLOWLINE_- / I '\349.791 AC 1,349.57 AC 61'± LEGEND FL FLOWLINE STATION -<S>- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, GREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 11 - RELOCATE EXISTING STREET LIGHT (SALVAGE POLE, HEAD, ETC. -COORDINATE WITH THE CITY OF BAKERSFIELD) O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS ® STORM DRAIN MANHOLE - EXISTING SIGN (SEE SHEET 12-14) FOR RELOCATION 1F NECESSARY EXISTING UTILITY BOX (ADJUST TO GRADE OR RELOCATE IF NOTED ON PLANS) - - - - EXISTING RIGHT-OF-WAY -- - -- -- PROPOSED RIGHT-OF-WAY - STREET OR DRIVEWAY CENTERLINE - - - - = PROPOSED STORM DRAIN - -'=- - - -- EXISTING EDGE OF PAVEMENT --`�-- -- -�-- PROPOSED EDGE OF PAVEMENT NOTE "A": CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING AROUND EXISTING PG&E 34" HIGH PRESSURE GAS MAIN AND 6" GAS MAIN. EXACT LOCATION AND DEPTH SHALL BE DETERMINED IN FIELD PRIOR TO CONSTRUCTION AND A PG&E REPRESENTATIVE SHALL BE PRESENT WHEN ANY WORK IS BEING DONE AROUND GAS MAIN(S). NOTE "B": EXISTING TRAFFIC SIGNALS TO BE RELOCATED BY SEPARATE PLANS - BY OTHERS (TYP. PROPOSED LIMITS OF _ GRIND AND OVERLAY 0.20' MIN. C PAVEMENT REMOVAL OVER EXISTING PAVEMENT. SEE SHEETS 10 AND 11 FOR MEDIAN PLANS SEE SHEETS 12 THRU 14 FOR PHASING - TRANSITION PLANS SEE SHEET 15 FOR TEMPORARY BASIN DETAILS 349.27 r > AC TSI T ELEC - CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 30.00' 47.02' 89'48'07" 29.90' C2 30.00' 47.23' 90'11'53" 30.10' I f i / / I / 12 TRACT NO. 5875-2 1' kSIGNAL RAFFIC M.B. 45, PG. .J j LE // / I IGNAL AND EET / BOXES I / I ELEC --- - - - ELECEXISTING FLOWLINE -- - - ,AJ - GA`_ ---- GAS---- -- GAS GAS I GAS 50.8 i AC- SOCAL +I ' 6" - - - T T CONSTRUCT MEDIAN- NOTE: SHADED PORTION DEPICTS `R. _ -j- (� i/ 4=' W/PHASE 1 CONST. LIMITS OF AC REMOVAL lowlow -mow - - ENTERLINE/SECTION UNE 63+01.2 6 .......... � INT t to 14: J :tire �.• 6.,6i--"�;a�::��."13 •-: moi; ':._• ....�..�.,J51::...�... _-_Q't'LJJLn - ,dlis - RAFFIC. 1 -_t o - STREET l�(�-iT -' - TpAFFIC� • r.,i � fi • �-------_---- - -- _ - - -- GAS LL30,X �'G11 L BOX (SEE NOTE "A") F` SEE NOTE "B" Q ^ 11 TRAF IF RlL ❑ ❑ 11 0 w SIGNAL R. LO ILO 1 pw LL' SEE NOTE "B" TSi c2 �- - �r ---� -- C1 W u 2 7 5 R/W AND 6' P.U.E. PER PARCEL �\ \ s TSI ¢ MAP 12062-2 FINAL MAP ZONING: C--2 GP: GC PARCEL P.M. 12062 - P.M. BK. 60, PI II It I I I I 38.00' 50.00' i � I l i 49' 61 •,?SEE MPORARY�•?T M DRAINAGE BASIN "K" DETAIL AND EASEMENT DOCUMENT ON SHEET 15 V 351.24ul ca AC I /351.88 64 65 66 589'27'57"E 67 68 r...� �, � � � 67+52.5 5fiL-PI I T f 22.0' RT EX AC DIKE 13 -- ------->`Ji----- V&-----_-J/l--.--!/1----- -` --- --------------------------------- C-) ......� o\351.62 11 1 11 a���� � 5'1 - _-_- - 11 - ------- d AC U ❑ C� - - -- - _ �; , --- ---- \ GA w --- GAS -- SAS -- _�}.�.c-T-P _- - 33 3--- -0aq_ AS+22 STEP E.P. - GA' TRAFFIC 65+08 STEP E.P. 65+65 STE66+79 STEP E.P. 167+36 STEP_ E.P. STr SIGNAL BOX 11 38.0' RT -42.0' RT 34.0' RT -.0' RT -34.0 RT1126.0' RT -30.0' RT 22.0' RT-26.0RT I 3+9 5 P E.P. 42.0' RTOSED EDGE OF PAVEMENT v. R/W AND 6' P.U.E. PER PARCEL m MAP 12062-2 FINAL MAP (PHASE t CONSTRUCTION) DESIGNATED REMAINDER OF PARCEL 1 OF PAR" EL MERGER ZONING: R--3 No. 14-0200, AS-VIDENCED BY CERTIFICATE JF PARCEL GP: HR MERGER, RECOF DED AUGUST 11, 2014 /\S DOC. No. 0214093088, Q.R. a Ld Ld PARCEL 1 P.M. 12062-2 in o P.M. BK. 60, PG, 153 ;:I ;: 0 0� co � w PHASE 1 STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 1.20' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=9.0 R=26 -N- HORIZONTAL: 1 "=40' VERTICAL: 1"=2' 47.02' 47.23' ON CURVE ON CURVE (Y 0 c� LL. � u 1 w fl- x r-t� LO 00 co W m W t � M tl3 -w LW a L0 . . . . . .LO. . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . Q- 354'.-' 354 . .....................................................•-.......................................... LO to - + EXlST_NC TOP OF PA DEMENT PROFILE : : . ` : : (STOCKDALE NlC/fWt1 �` CENiERLINE%. . T. . -._ - - - 352 ....................... ....... I.......... ......_...._. -....... ...............................•.................................................-:352 :...: _ 2©k`- 350--(+0.20%-- - - -- -- - - 350 -D.209; . . . . . . . +0.28" . . . . . . . . . . . ..�' . . . . . . . . . . . . . . . . . �' +0. %. . . . . . . . . . . . . . . . . . . . . . . k qty% GRADE 0 2:1 �EX/ST/NG: NATURAL GROU:NO PROFILE : TO NAT. GRD. (FUTURE FLOWLINE �'ROF/Lf� 9O (48' SOUTH -OF CENTERL/NE) ................................ ................................................ ...................... .................... ....... 348 ...... ..:...:...............:...:...:...:...:...:...:...------.....-:---:...:...:...........:...:...:...........:...:.......:...........:...:...:... :348 61 +00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 SOUTH FLOWLINE PROFILE �ol----------f `._.-------^---- 64 I 63 i I I \`\1`9/9 I __. % II 'w II I 1 II II ! A PAVEMENT TIE-IN DETAIL 9 SCALE 1"=40' B TYPICAL CROSS-SECTION g NOT TO SCALE v 4LL D4U0 wtu. Lu W wn w F dzL c�ii u �tgzwm0�mu. m o F-- N J �-, C) W_ - z J V1 U.' Vd��z �w►=-3Qzmw�- za~p~m�16 cn LLj w fn E3 zz��azCOM O z0 c9Z��voiw= umw>'w>OVz=u', 0- 0" ozw-O�- Li Z�44 lwn fL'�J-. Q w 0-00_0 m z t R z a T O w 00 c: Qw02=0 zz LLz?W�azz r- p W W w jUou,E 6�; u)0 n uiwu ow'.r5z><ct z F = > _j 6 L, ¢0 j Jou% D i - OWwtnw w 0LL Z>tnma o� nvc�MZZ.4 QOf ujQ a- x:rHm H HHOdF-L)0tr-a C _ z O uj Z to >`'_: :05 v) 0 a) LL Z x < it 06 Z a) 4D a= r.,, W Z � M u W c r- CO co0 0- a O L RIES 10' TO 30' + < (0 --PROPOSD PAVEMENT (SEE PLAN j 1 VIEW FCk STRUCTURAL SECTION) ^ -� O z W C.44 z Lli CL > LJ Q 0 j �_ U) 0 CL® W rCX) yy V LL a 0 O 3 0 ui n o vi Lu i 06 n v v X11 U) J I I 0.. I r v / v� 3 D 3 S 0 Y V O VI t� i U) z a ♦` . n� W I N a. # LLL w W w w w 0 ;O > a ` vii 4 u.► � M � > U d cj� W �s/"us � a O L RIES 10' TO 30' + < (0 --PROPOSD PAVEMENT (SEE PLAN j 1 VIEW FCk STRUCTURAL SECTION) ^ -� O z W C.44 z Lli CL > LJ Q 0 j �_ U) 0 CL® W rCX) yy V LL a 0 O 3 0 ui n o vi Lu i 06 n v v X11 U) J I I 0.. I r v / v� 3 D 3 S 0 Y V O VI t� i U) z a to w ' DATE 3102/2018 PA JOB No. 15-2709K -- SHEEN" a Q E I� COB RECORDS No. j OF 15 SHEETS CONSTRUCTION NOTES I - - - - - - - - - - - - - - - - - - - - STA. 14+50.64 STA. 14+50.66 STA. 17+60.0, STA. 26+84.57 BC l' RAID BC 1' RAD. STA. 17+60.01 RAD STA. 26+84.5 - - RAID. Fl� CONSTRUCT TYPE V MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2 OFFSET=10.26' LT r OFFSET=8.26' LT AC ELEV= 346.52 8�71 OFFSIE�-7100, LT **AC ELEV=346.59 BIC 1' RAD. OFFSET .00' Ll BC V RAD. TC ELEV=347.42 TIC ELEV=347.35 OFFSET=5.0O` LT AC ELEV--347.12** OFFSET=5.00' LT AC ELEVI;* (LSI/ PROPOSED LANDSCAPED AREA (WITHIN MEDIAN) SEE LANDSCAPE PLANS BY AC ELEV=347.15 TIC ELEV=347.95 AC ELEV=48.75 TC ELEV--49.52 OTHERS FOR DETAILS, TYP) STA. 14+55.92 TC ELEV=347.98 -0,12% TIC Ft FV -49 51 EC 4' RAD. 17+09.35 STA. 17+62.01 2 1 STA. 26+86.57 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. STA. 14+36.64 SET=3.80' FIT 6+33.9 EC V RAO. I - C3 EC 60' RAO CL DWY EC 1' RAD. CL Dwy 2) SLOPE SHALL NOT EXCEED 2% - _'l u*� AC ElfV=346 79 CL DWY SET=5.W RT IF T=5.00'RT OFFSET=8.43' LT TC ELEVI_ I I CL 'D 5 _�O' LT 'I � EC 1' R' SET= .20' A L EEVI LT .15 nC�8�LTA. �_17+461.61 STA. 26+70.57 AC ELEVI c� T, .=347. AC DESIGN ELEVATIONS BASED ON INTERPOLATION BETWEEN EXISTING AC EL.EV-346.80 Ar, ELEV-347.3S C6 EC 60' RAD. TC ELEV=49.78 14+00.00 TC ELEVI EC 60! RAD. Tf El FV=348.16 ELEVATIONS IN FIELD. (CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS CL DWY OFF$ET=5.00' LT - (04 IL OFFSET=5.00' LT - C4 IN FIELD AND ENSURE AC PATCH PROVIDES MINIMUM 1.5% SLOPE AWAY AC ELEV=347.36 0-537- STA. 17+62.01 C5 AC ELEV=49.04 0.16% STA. 26+86.57 - - - - - - 0.34 STA. 17+09.124 TC ELEV=34&19 STA. 26+33.91 TC ELEV-49.87 EC l' RAO FROM MEDIAN CURB). C2 STA. 13+90.53 STA. 14+56.03 EC 1' RAD. t BC 2' RAD. STA. 26+35.09 STA. 13+89-02 PCC BC 2' RAI). STA. 17+10.2, OFFSET=7.00' RT :.T . RT OFFSET=7.00' RT EIC 2' RAID. EC 4' RAD. OFFSET=7.20' RT P AC ELEV=347.15 OFFSET=7.W RT P C AC ELEV=48-84 OFFSET=12.31' RT OFFSET=11.80' RT AC ELEV=345.87 OFFSI RT TC ELEV=347.98 AC ELEV=48.76 OFFSET=6.61' RT TIC ELEV=49.67 OFFSET=13.00' RT AC E�LEV=346.28 AC ELEV=346.50 TC ELEV=347.70 AC ELEV=3M.9C TIC ELEV=49.59 AC ELEV=48.79 AC F-IEV=11,27 TI rV=347.11 TIC ELEV-347.33 TIC ELEV=347.717 TC ELEV=49.62 TIC ELEV=347.10 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - --- : - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - -- j - - - - - - - - - - - - - - - - - - - - - - ---- rA-"\ AREA DETAIL Kb'AREA DETAIL rg_AREA DETAIL �10 SCALE: 1"=20' 10 SCALE: 1"=20' 10 SCALE: 1"=20* 10+00.0 CL INT < 0 Ld Of Of 10- D o::l LL_ z It it 11 FUTURE PHASE 3 A TAPER "A" TABLE STATION OFFSET 12+70.00 9.00' RT 12+80.00 8.68' RT 12+90.00 :x.76' RT 13+00.00 13. 18' RT 13+10.001 4.00' RT TANGEN'_ 13+50.00 6.00' LT 13+60.00 3.18' LT 13+70.00 176' LT 13+80.00 10.68' LT 13+90.00 11.00' LT TAPER "B" TABLE STATION OFFSET 16+0198 ).57' RT 5.57' 16+09A8 5.36' RT 16+1698 1 4.77' RT 16+24.48 -75' RT 16+31.98 2.34' RT TANGENT 19+72.01 16+61.9§J_ 4.11' LT 16+69.48 1 5.52' LT 16+76.98 6.54' LT 16+84.48 7,13' LT 16+91m 7,34' LT 4.17% STA. 13+52 EX AC @ SAWCUT EX AC @ SAWCUT (FUTUR[)Fll_�_j EX AC @ SAWCUT EX AC 0 SAWCUT C2 EC 4' RAD. AC ELEV=45.77** CID AC ELEV=45.81** 0 1� AC ELEV=46.00** AC ELEV=46.30** 0,2 0 OFF!E�='11.80' RT 04 57A. 13+89A2 N tK' tK BC 2' RAD. Q tK OFFSET=13.00' RT AC ELEV=346.27 TIC ELEV=347.10 NOTI� PTION DSCAPE MEDIASHALL DEFERRED UNTIL ZONING: C-1 - SUCH TIMETHIS THAT ORSTOCKDAOFLANLE HIGHWAY (WESTN OF NORDBE ROAD) IS WDENEI r.po rZr TO ACCOMMODATE THE REQUIRED TURNING MOVEMENTS. STA. 16+01.96 / OFFSET=9.14' RT1 - 7 AC ELEV=346 0, TC 347.54 ZONING: C-1 GP: GC TAPER MEDIAN CONSTRUCTION MEDIAN CON SIRLU-C-1-10-ON _v OFFSET 19+12.01 5.00' RT 19+19.51 4.81' RT 19+27.01 KA 19+34.513.31' RT 19+42.01+ SEE AREA DETAIL 19+72.01 4.00' LT 19+79.51 5.31' LT 19+87.01 6.25' LT 19+94.51 6.81' LT 20+02.01 7.00' -LT C6 60.00, ST+STA.13 3614'58"- STA. 14+50.66 C7 3.00' 9A2* END BAY TAPER AC ELEV=348.77 BIC 1'RD 60.00' 38.28' 36*33'2E" 19.82' OFFSET=11.00' LT SET=�I6.26' LT 35*30'5� 0.64' STA. 16+01.36 4.00' **AC ELEV=346.41 18c,00300, STA. 19+1ZOI STA. 20+02.01 END BAY TAPER BGN BAY TAPER TC ELEV=347. 7' 01 7.34' 1 T7 0.18% S';A. 14+55.92 OFFSET=7,1`' RT 11 -O(FUTURE) 12 - +_ - 13 OFFSET=7.GO' I T C4 14 EC 4' RAD. OFF3ET=3.80' RT 15 **AC ELEV=347.20 TIC ELEV=343.03 - I - I - I OFFSET=5.00' LT 0.12% - I 0,36% **AC ELEV=0347.6: C3 + -i C::) - Cl- - - - - - - - - - - - - - - - - - Cl C4 14+40.00 1 7 **AC ELEV=347.74 '3 a 5 TC ELEV=3748.57,. - - - _f17%CL STA 10+94 6, STA 11+1212+02STA - -- - - - - - - 0.18% DWY 14+5603 015% 4.17% STA. 13+52 EX AC @ SAWCUT EX AC @ SAWCUT (FUTUR[)Fll_�_j EX AC @ SAWCUT EX AC 0 SAWCUT C2 EC 4' RAD. AC ELEV=45.77** CID AC ELEV=45.81** 0 1� AC ELEV=46.00** AC ELEV=46.30** 0,2 0 OFF!E�='11.80' RT 04 57A. 13+89A2 N tK' tK BC 2' RAD. Q tK OFFSET=13.00' RT AC ELEV=346.27 TIC ELEV=347.10 NOTI� PTION DSCAPE MEDIASHALL DEFERRED UNTIL ZONING: C-1 - SUCH TIMETHIS THAT ORSTOCKDAOFLANLE HIGHWAY (WESTN OF NORDBE ROAD) IS WDENEI r.po rZr TO ACCOMMODATE THE REQUIRED TURNING MOVEMENTS. STA. 16+01.96 / OFFSET=9.14' RT1 - 7 AC ELEV=346 0, TC 347.54 ZONING: C-1 GP: GC TAPER "C" TABLE STATION OFFSET 19+12.01 5.00' RT 19+19.51 4.81' RT 19+27.01 4.25' RT 19+34.513.31' RT 19+42.01+ 2.00' RT TANGENT 19+72.01 4.00' LT 19+79.51 5.31' LT 19+87.01 6.25' LT 19+94.51 6.81' LT 20+02.01 7.00' -LT TAPER "D" TABLE STATION OFFSET 28+15.55 5,00' RT 28+23.05 4.81' RT 28+30.55 4.25' RT 28+38.05 131' RT 28+45.55 2.00' RT TANGENT 28+75.55 4.00' LT 28+83.05 5.31' LT 28+90.55 6.25' LT 28+98.05 6.81' LT 29+05.55 7.00' LT TAPER "E" TABLE STATION OFFSET 32+60-84 11.00' RT 32+70.84 10.78' RT 32+80-84 10.13' RT 32+90.84 9.03' RT 33+00.84 1 7.50' RT TANGENT 33+40.84 0.50' RT 33+50.84 1.03' LT 33+60.84 2.13' LT 33+70.84 2.78' LT 33+80.84 3.00' LT TAPER "F" TABLE - STATION OFFSE T_ 39+65.68 9.00' RT 39475.68 8.74' RT 39+85.68 8.01' RT 39195.68 6.74' RT - T40+05.68 40+05.68 5. 00' R TANGENT 40+45.68 3.00' L! 40+ 55.6 8 4,74' LT 40+65.68 6.01' LT R40+ 6.74'LT 40185.68 7.00' LT TAPER "G" TABLE S T A 10- 1 4 OFFSET 40+89.29 -12.12' FT 40+96.78 11.73' RT 41+04.27 10.89' RT 41+11.75 9.52' RT 41+19.21 7,69' RT TANGEN -1 41 +49.07 5 8' LT 41+56.54 2.40' LT 41+64.,,)l 3.77' LT 41471,50 -4.61' LT 41+78.99 5.00' LT CURVE TABLE CURkE RADIUS Cl I2, 0,5' i LENGTh 6.25 _DELTA - 180,00,00, TANGENT -- -C2_ C2_ 2.00' 1-72' 49*08'2r,' 0.91, C3 60.00' 52.19' 49'50'0� " 27.87' C4 1.00' 1.14'- 18C"00'00' Z 0 J- �s 1.27' 36'14'58" 0,66' C6 60.00, 37.96' 3614'58"- 19.64' C7 3.00' 9A2* 18C -*00'00' AC ELEV=348.77 C8 60.00' 38.28' 36*33'2E" 19.82' w 35*30'5� 0.64' 10 4.00' 12.5;' 18c,00300, STA. 19+1ZOI STA. 20+02.01 END BAY TAPER O Ix ix < SEE TAPER "P" TABLE STA. 17+46.01 lrB SEE AREA DETAILJO SEE 'APER "C" TABLE - 09FSET=7 00' LT W', ELEV 348 89 L0 uj TIC ELEV:349 72 p + 0,0002% z STA. 17+20.00 Z 0 J- �s 0 ui X 0007 !=. M a" END TRANS, Lki STA. 17+60.01 F_ cr_ W3: W Lai AC ELEV=348.77 0 00 CL WSET=7.00' LT r\ BC 1' RAD. w w STA. 16+92.15 **AC ELEV=34�.07 ENE BAY TAPER TIC ELEV-34 .90 STA. 17+60.01 OFFSET=7.00' LT STA. 19+1ZOI STA. 20+02.01 END BAY TAPER O Ix ix < 7' 01 7.34' 1 T7 LL, BC 1' RAD, STA. 17+62-01 BGN Ay APER OFFSET=7.GO' I T **AC ELEV=347.64 OFFSET=5.00' LT 0.12% EC V RAO , 0 OFFSE817=5 00' RT _7, **AC ELEV=0347.6: ri 1 + -i C::) TIC -LEV=347 87 C4 FSET=5.00' RT 7 **AC ELEV=347.74 '3 a 5 TC ELEV=3748.57,. ELEV=1348.44 0.18% 1' 17 1 f-6-.3 3 7. 2T 0 z__j CB STA. 17+10.27 C4 a) - STA 17+62.01 0.18'7 6.18% 0.18% 0.15% 17+0.3-W CL DWY STA. 17+09,121/ ON BC 2' RAID. LnOFF'5ET='.00' C OFFSET=6.50' RT EC V RAD. OFFSET=7.00' RT STA. 19+12.01 STA, 20+02 RT LLJ LJ FSET=7,20' RT- OFFSET=7.00' RT =347.59 AC ELEVTC V) U) 10 tx At, tK AC ELEV=347.43 TIC ELEV=348.26 ELEV=348.42 ZONING: C -O PCD GP: OC • a i i% ��%ii - z a_ PHASE 3 0 00 a- cl UJ< 03.. STATION 10+00 - 20+50 0 a.� 0 xm DE SEE AREA a-0 _TAILWrC SEE TAPER "D" TABLE STA. 26+84:.57- C) BC 1' RAD. STA. �6+84�57 STA. 21+50.00 STA. 23+42.35 STA. 25+52 B,-, 1' RAD. OF RAD. OFFSET�.1.40,0'7,LT OFFSET -7-00' LT STA. 28+19.55 STA. 29+09.55 L0 (IFFSET=7.00' LT FSET�7.00' LT BC 109.82' AC' ELE END BAY TAPER + AC ELEV=347.86 0' LT AC ELEV=48.69** EIGN BAY TAPER TC ELEV=349.69 23+25.46 TC ELEV=349.04 5.0 OFFSET=7.00' LT AC ELEV=348.21** OFFSET=7.0 TC ELEV=49.58 TC ELEV=49.52 )O�E� 1.181. 0.18% EX MOW 0,18% **AC ELEV=348.59 26+33.91 OFFSET= 7T\ **AC ELEV=34-8.85 -uj V TC ELEV=349.42 CL DWY **AC ELEV=348.99 TC ELEV=349.68 > 2 9. 0.02% ? 2� 26 1 C4- 27 :41 TIC ELEV=34 82 Z 0 - ---------- - -(LS) 21__ 25 (c5LI 28 4 rm_ __ -0 m C6 T 0.037. 1- �E OFFSET= EV "4 ('0 8 75 V =4 5 'T 9 2 33 91 _L DWY C 7 P= < ST �6 C4 0.18% 0.18% A. 26 70 5' 3,0 - < 0.20% 0.18% 1 _019% EC 60' RAD. 0.031 1 0.03% III— LLJ STA. 21+50.00 _/ro ED/ OFFSET=5.00' LT TA 26+86.57 �'�,'A-_29+30,84 0-00% U) ui STA. 23+42.35 STA. 35 •AC ELEV=49.04 28+19.55 BGN TRANS. OIGO' RT STA. 24+32� 0 EC V RAO. LJO F�F S E 00 11! AC ELE'V=347.87 OFFSET=7.00' RT OFFSET=7.00' RT C14 0 TC ELEV=49.8- 0 OFFSET=7.00' RT OFFSET=7.00' RT 8 LLU 1 C)FFSET=5.00' RT TC ELEV=348.70 11 AC ELEV-348.22 AC ELEV=348.40 c-1 c� AC ELEV=348.80 AC f.LEV=48.95 AC El FV=348.77 TC ELEV=349.05 TC ELEV=349 23 TC ELEII-349.63 Ili, TIC FLEV=49.78 TC El FV=349,60 < NO), n Lj ZONING: C -O PCD GP: OC PHASE 3 STATION 20+50 - 32+00 Z z 0 z N S�V Q` _ I I II 0 0 SIA. ?6+86.57 E , 1' RAD. 0100' RT A, EL' -V=48.84 TIC EL -V=49.67 ZONING: C -O PCD GP: OC II 00 II X,Z nlcN 11 i F= II i PHASEI V) 3 PHASE 2 I MEDIAN CONSTRUCTION -MEDIAN CONSTRUCTION -V 0 1 x < < LLJ m m If'v II SEE TAPER "F" TABLE STA. 32+60.84 STA. 33+80.84 STA. 35+94.00 BC 2' RAD OFFSET=7.00' LT OFFSET=7.00' LT) STA, 37+ 6.00 ul) 0 OFFSET=7.00' LT STA. 39+65-68 STA. 40+85.68 AC ELEV=34-8.92** **AC ELEV=348.94 AC ELEV-348.99** EC 2' RAI- BGN BAY TAPER END BAY TAPER TIC ELEV=349.75 TC ELEV=349.77 TIC ELEV=349.82 SET=7.00' LT 0.02% 0.02% **AC ELEV=349.06 + 0100' RT OFFSET=9.00' RT OFF T- 0.029 AC ELEV= 349.30 **AC ELEV=349.45 39+82.08 36+50�84 TIC ELEV=350.13 TC ELEV=350.28 EX MON. TIC ELEV=349.89 CL INT z0 tj - 3 1 7 _0.m3433 �35 0.039 36 F:: < 0.007. 7 STA. 33+80.84 STA. 35+94.00 0.0170 END BAY TA @ STA. 3127+60.84 BC 2' RAD Lj STA. 32+OO_2L__2 BGN BAY TAPER OFFSET=3.00' LT OFFSET=3.00' LT 1057. 0. 0 STA. 40+20.00/ 0.011 0.001 LO UJ OFFSET=10.26' RT OFFSET 1 00' RT **AC ELEV=349.18 **AC ELEV=349.28 STA. Y+16-00 OFFSET=13.00' RT CO AC cl-LEV=348.76 TIC ELEV=350.01 "I EC 2' FAD STA. 39+00.00 STA. 39+65.68 '' �48.75 0 u 0 AC ELEV=348.88 AC ELEV= TC ELEV=350.11 0 TC ELEV=349.59 w OFFSET- 13. 00' RT OFFSET=13.00' 11 OFF5ET=13.00' RT TC ELEV=349.71 0 TIC ELEV=349.58 t -N Q AC ELE /=348.74 AC ELEV=348.83 c� AC ELEV=348.86 c� < TC ELEV=349,57 TIC ELEV=349.66 IN TC ELEV=349.69 K Of LLJ 001 Z bK U _j z 0STA.40+40.E4 r_4 BGN TRA:43. SEE TAPER "E" TABLE ZONING: C -O PCD ZONING: R-2 OFFSET=13.00' RT <, PHASES 2 & 3 AC ELEV=348.90 GP: OC 0 ui ^!5' TIC ELEV=349.73 �.o GP: LMR __ __ X X g -_ STATION 32+00 - 42+50 0 - 0 w U- 0 cn z 05 w%www2<z w w uj z 0 65 w U)2: uJ U3 > Z 'Ir L 6 -i :j z w w w W ffi FUZI , Lu LL 2 uj FO uj uJ cp u z 8 0 cp `tZatr< w �L) ozy W. <n�o -hL- 2 0 < 0 16 ww 6 m 0 CL 0 tr 6 0 �i .zc) Z , 8 " w w = Lij w w CO 0 CD z z 0 Zul 0 W z goww > 9 wa: w 20I a- 0 Wug uj) Z 0 0 9 VT0 < Ir F 2EZEF-W>OWID OZ6 16X86M< m -3w,?-P0zw&jw GZO F-0-WZZL-) w Lu :L:U> 0 L'u 0 0 W U. rn � u - L. wm wn I �<_ .0< W 0 Z Lou Uzi 0 z 0 LL X < 0 w 0 0 CL >w __j j < < g< w0wpew>g-gzm;;i W F- 5 LULJI ul co �j CO w < 0 LL Z W 55 'n O m tv 0 UJ Z z 0 > 13D < w u a. ui ui 6 0) x T w F -F on F_u Oct i -HOR-N- HORIZONTAL: IZONTAL: 1"=40' STA. 17+46.01 EC 60' RAO. STA. 31+00.00 OFFSET=5.00' LT 09FSET=7 00' LT W', ELEV 348 89 L0 uj TIC ELEV:349 72 p + 0,0002% z ZONING: C -O PCD GP: OC • a i i% ��%ii - z a_ PHASE 3 0 00 a- cl UJ< 03.. STATION 10+00 - 20+50 0 a.� 0 xm DE SEE AREA a-0 _TAILWrC SEE TAPER "D" TABLE STA. 26+84:.57- C) BC 1' RAD. STA. �6+84�57 STA. 21+50.00 STA. 23+42.35 STA. 25+52 B,-, 1' RAD. OF RAD. OFFSET�.1.40,0'7,LT OFFSET -7-00' LT STA. 28+19.55 STA. 29+09.55 L0 (IFFSET=7.00' LT FSET�7.00' LT BC 109.82' AC' ELE END BAY TAPER + AC ELEV=347.86 0' LT AC ELEV=48.69** EIGN BAY TAPER TC ELEV=349.69 23+25.46 TC ELEV=349.04 5.0 OFFSET=7.00' LT AC ELEV=348.21** OFFSET=7.0 TC ELEV=49.58 TC ELEV=49.52 )O�E� 1.181. 0.18% EX MOW 0,18% **AC ELEV=348.59 26+33.91 OFFSET= 7T\ **AC ELEV=34-8.85 -uj V TC ELEV=349.42 CL DWY **AC ELEV=348.99 TC ELEV=349.68 > 2 9. 0.02% ? 2� 26 1 C4- 27 :41 TIC ELEV=34 82 Z 0 - ---------- - -(LS) 21__ 25 (c5LI 28 4 rm_ __ -0 m C6 T 0.037. 1- �E OFFSET= EV "4 ('0 8 75 V =4 5 'T 9 2 33 91 _L DWY C 7 P= < ST �6 C4 0.18% 0.18% A. 26 70 5' 3,0 - < 0.20% 0.18% 1 _019% EC 60' RAD. 0.031 1 0.03% III— LLJ STA. 21+50.00 _/ro ED/ OFFSET=5.00' LT TA 26+86.57 �'�,'A-_29+30,84 0-00% U) ui STA. 23+42.35 STA. 35 •AC ELEV=49.04 28+19.55 BGN TRANS. OIGO' RT STA. 24+32� 0 EC V RAO. LJO F�F S E 00 11! AC ELE'V=347.87 OFFSET=7.00' RT OFFSET=7.00' RT C14 0 TC ELEV=49.8- 0 OFFSET=7.00' RT OFFSET=7.00' RT 8 LLU 1 C)FFSET=5.00' RT TC ELEV=348.70 11 AC ELEV-348.22 AC ELEV=348.40 c-1 c� AC ELEV=348.80 AC f.LEV=48.95 AC El FV=348.77 TC ELEV=349.05 TC ELEV=349 23 TC ELEII-349.63 Ili, TIC FLEV=49.78 TC El FV=349,60 < NO), n Lj ZONING: C -O PCD GP: OC PHASE 3 STATION 20+50 - 32+00 Z z 0 z N S�V Q` _ I I II 0 0 SIA. ?6+86.57 E , 1' RAD. 0100' RT A, EL' -V=48.84 TIC EL -V=49.67 ZONING: C -O PCD GP: OC II 00 II X,Z nlcN 11 i F= II i PHASEI V) 3 PHASE 2 I MEDIAN CONSTRUCTION -MEDIAN CONSTRUCTION -V 0 1 x < < LLJ m m If'v II SEE TAPER "F" TABLE STA. 32+60.84 STA. 33+80.84 STA. 35+94.00 BC 2' RAD OFFSET=7.00' LT OFFSET=7.00' LT) STA, 37+ 6.00 ul) 0 OFFSET=7.00' LT STA. 39+65-68 STA. 40+85.68 AC ELEV=34-8.92** **AC ELEV=348.94 AC ELEV-348.99** EC 2' RAI- BGN BAY TAPER END BAY TAPER TIC ELEV=349.75 TC ELEV=349.77 TIC ELEV=349.82 SET=7.00' LT 0.02% 0.02% **AC ELEV=349.06 + 0100' RT OFFSET=9.00' RT OFF T- 0.029 AC ELEV= 349.30 **AC ELEV=349.45 39+82.08 36+50�84 TIC ELEV=350.13 TC ELEV=350.28 EX MON. TIC ELEV=349.89 CL INT z0 tj - 3 1 7 _0.m3433 �35 0.039 36 F:: < 0.007. 7 STA. 33+80.84 STA. 35+94.00 0.0170 END BAY TA @ STA. 3127+60.84 BC 2' RAD Lj STA. 32+OO_2L__2 BGN BAY TAPER OFFSET=3.00' LT OFFSET=3.00' LT 1057. 0. 0 STA. 40+20.00/ 0.011 0.001 LO UJ OFFSET=10.26' RT OFFSET 1 00' RT **AC ELEV=349.18 **AC ELEV=349.28 STA. Y+16-00 OFFSET=13.00' RT CO AC cl-LEV=348.76 TIC ELEV=350.01 "I EC 2' FAD STA. 39+00.00 STA. 39+65.68 '' �48.75 0 u 0 AC ELEV=348.88 AC ELEV= TC ELEV=350.11 0 TC ELEV=349.59 w OFFSET- 13. 00' RT OFFSET=13.00' 11 OFF5ET=13.00' RT TC ELEV=349.71 0 TIC ELEV=349.58 t -N Q AC ELE /=348.74 AC ELEV=348.83 c� AC ELEV=348.86 c� < TC ELEV=349,57 TIC ELEV=349.66 IN TC ELEV=349.69 K Of LLJ 001 Z bK U _j z 0STA.40+40.E4 r_4 BGN TRA:43. SEE TAPER "E" TABLE ZONING: C -O PCD ZONING: R-2 OFFSET=13.00' RT <, PHASES 2 & 3 AC ELEV=348.90 GP: OC 0 ui ^!5' TIC ELEV=349.73 �.o GP: LMR __ __ X X g -_ STATION 32+00 - 42+50 0 - 0 w U- 0 cn z 05 w%www2<z w w uj z 0 65 w U)2: uJ U3 > Z 'Ir L 6 -i :j z w w w W ffi FUZI , Lu LL 2 uj FO uj uJ cp u z 8 0 cp `tZatr< w �L) ozy W. <n�o -hL- 2 0 < 0 16 ww 6 m 0 CL 0 tr 6 0 �i .zc) Z , 8 " w w = Lij w w CO 0 CD z z 0 Zul 0 W z goww > 9 wa: w 20I a- 0 Wug uj) Z 0 0 9 VT0 < Ir F 2EZEF-W>OWID OZ6 16X86M< m -3w,?-P0zw&jw GZO F-0-WZZL-) w Lu :L:U> 0 L'u 0 0 W U. rn � u - L. wm wn I �<_ .0< W 0 Z Lou Uzi 0 z 0 LL X < 0 w 0 0 CL >w __j j < < g< w0wpew>g-gzm;;i W F- 5 LULJI ul co �j CO w < 0 LL Z W 55 'n O m tv 0 UJ Z z 0 > 13D < w u a. ui ui 6 0) x T w F -F on F_u Oct i -HOR-N- HORIZONTAL: IZONTAL: 1"=40' ll UJ i z HORIZONTAL: 1"=40' < LLJ z ' c) V) OF :3::x uJ CL V) STA 41+8.99 OFFSET=7.00' LT CD1 AC El EV -349 16 lii TC EL2V='349'99 + 0.0006% 0.06% W ui 6-11 o z 41 4"� STA. 41-,-78.99 END BAY TAPLLJ E - -5.207. 1 < Lij STA 40+89.29 OFFSET=5.00' LT V) S) AC ELEV=,149 40 BGN SAY TAPER -1. U) TC ELEV=350.2" OFFSET=12-12' R_ - AC ELEV=348.90 TIC ELEV=349.73 SEE TAPER "G" TABLE r_ i HORIZONTAL: 1"=40' 1 COB RECORDS No. z TIS) LJ z E V7 7t= C14 ui M > V_ X co 7.) tO 0 A) z < C,4 uj (0 06 LU z �z c> iD cf) ,_ III Crf0 cZI Z UJ tu m cy) -, CC) 0^ -A STA. 31+00.00 09FSET=7 00' LT W', ELEV 348 89 L0 uj TIC ELEV:349 72 p + 0,0002% Lii Z 0 J- �s 0 ui X 0007 !=. M a" j Lki STA 31+00.00 OFFSET=9.05' RT F_ cr_ W3: W Lai AC ELEV=348.77 0 00 CL TC ELEV=349.60 w w w co Lu > w ll UJ i z HORIZONTAL: 1"=40' < LLJ z ' c) V) OF :3::x uJ CL V) STA 41+8.99 OFFSET=7.00' LT CD1 AC El EV -349 16 lii TC EL2V='349'99 + 0.0006% 0.06% W ui 6-11 o z 41 4"� STA. 41-,-78.99 END BAY TAPLLJ E - -5.207. 1 < Lij STA 40+89.29 OFFSET=5.00' LT V) S) AC ELEV=,149 40 BGN SAY TAPER -1. U) TC ELEV=350.2" OFFSET=12-12' R_ - AC ELEV=348.90 TIC ELEV=349.73 SEE TAPER "G" TABLE r_ i HORIZONTAL: 1"=40' 1 COB RECORDS No. z TIS) LJ z E V7 7t= C14 ui M > V_ X co 7.) tO 0 A) z < C,4 uj (0 06 LU z �z c> iD cf) ,_ III Crf0 cZI Z UJ tu m cy) -, CC) 0^ -vO jL 00 0 4. w 81- C-1 SP S103N U) z 0 Lii uj X US, a" F_ cr_ W3: W a CL w w w co Lu > w LAI O Ix ix < LL, CL (L -vO jL 00 0 4. w 81- C-1 SP S103N U) z 0 uj X I DATE 3/02/20181 I PA JOB No. 15-2709K SHEET N OF 15 SHEETS CONSTRUCTION NOTES F CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. NO. ST -2 (LS) PROPOSED LANDSCAPED AREA (WITHIN MEDIAN) SEE LANDSCAPE PLANS BY OTHERS FOR DETAILS, TYP) 1) ALL STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 2) SLOPE SHALL NOT EXCEED 2% **= AC DESIGN ELEVATIONS BASED ON INTERPOLATION BETWEEN EXISTING ELEVATIONS IN FIELD. (CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS IN FIELD AND ENSURE AC PATCH PROVIDES MINIMUM 1.5% SLOPE AWAY FROM MEDIAN CURB). --- --^--�----------.._.....-- STr47+6T64-._i.r.�._.....-..�....__..,......,.-.�.----..._�.--.-�----..._.�_...---r.--_,.,.-..-_._.--__..--._..-------•---- "H" TABLE STATION OFFSET 45+48.87 5.00' RT PCC 4.81' RT STA, 44+14.49 l 4.25' RT 45+71.37 1 STA. 43+11.17 STA 43+]1.1 OFFSET=6.61' LT I STA. 43+63.83 EC 2' RAD. STA. 44+1. BC 1' RAD. OFFSET=7.00' LT 46+16.37 5.31' LT 46+23.87 SC 1' RAD. OFFSET=5.00' LT , BC 1' RAD. **AC ELEV=349.38 TC ELEV=350.21 i BC i' RAD. OFFSET=7.00' L7 OFFSET=5.00, LT AC ELEV=349.36 ** ( 30.00' STA. 51+50.66 STA. 51+50.66 ' AC ELEV=349.29 * OFFSET=7 D0' LT AC ELEV=349.20 STA. 43+27.17 C3 AC ELFV=349.35 ** TC ELEV=350.18 AC ELEV=349.40 TC ELEV=350.19 i STA. 9 ' 0.7T BC 1' RAD. OFFSE1=5.00' LT BC i' RAp. TC ELEV=350.12 ELEV=350.03 BC 60' RAD. y TC ELEV=350.23 1' RA { EC 1' RAD. 9.97' AC ELEV=350.43 OFFSET=7,00' LT \ 1.5% C1 OFFSET=5.00' RT AC ELEV=349.49 C4 GL INT ` C1 OFFSET=5.G0 RT � � AC ELEV=349.55 0.71' l TC ELEV=351.26 AC ELEV=.350.30 ** TC ELEV--351.13 } I 1 40'34'16" 22.18' TC ELEV=350.32 43+63.83 .\t.507 2114' ( AC ELEV=351.15 0.137 STA. 42+97.17 �� v? N N -- ---- - STA. 44+00.49 �- \ o TC ELEV=350.38 ( , 51+00.00 Ct STA. 51+52.66 OFFSET=5.00' LT (- - �� Ct Q C4 EC 60' RAD. .\ - CL DWY � 1.5094 b` EC 1' RAD, AC ELEV-349.50 TC ELEV=350. f �A. -�07 OFFSET=5.00' IT Cl STA. I - _ C4 STA. 51+36.66 = OFFS AC ELEV=350.58 43+13.17 STA. 43+13.17 AC ELEV=349.61 44+16.49 EC 60' RAD. EC V RAD. EC 1' RAD, STA. 43+63.82 TC ECFV=350.44 EC V RAO � I OFFSE7=5,00' LT C1 - OFFSET=5.00' RT OFFSET=7.00' RT BC 2 RAD. STA. 43+65.01 OFFSET=7.00' RT 0.477 AC ELEV=350.64 AC ELEV=349.40 AG ELEV=349.35 TC ELEV=350.18 OFFSET=7.00' RT AC ELEV=349,42 PCC OFFSET=6.61' RT AC ELEV=349.4' TC ELEV=350.24 STA. 51+00.00 TC ELEV=351.47 C3 STA. 5i+52.65 EC 1' RAD. TC ELEV=350.23 TC ELEV=350.25 AC ELEV=349.45 BC 2' RAD. STA. 51+01.18 OFFSET=7.00' RT TC ELEV=350.28 ( CFFSET=7.00' RT OFFSET=6-61 pRT AC ELEV=350,43 1 � AC ELEV=350.18 AC ELEV=350.20 TC ELEV=351.26 f _....----_..------^---.....--_........ -- -- TC ELEV=351.01 7C ELEV=351.03 f A AREA DETAIL 11 SCALE:: 1"=20' J B AREA DETAIL Ill 11 SCALE: 1"=20' TAPER "H" TABLE STATION OFFSET 45+48.87 5.00' RT 45+56.37 4.81' RT 45+63.87 4.25' RT 45+71.37 3.31' RT 45+78.87 2.00' RT TANGENT 46+08.87 4.00' LT 46+16.37 5.31' LT 46+23.87 6.25' LT 46+31.37 6.81' LT 46+38.87 1 7.00' LT STA. 56+20.28 -LL ,�� ...� - .... BC t � RAD U, o am � �� ' OFFSET=7.71' LT 1 w g li STA. 56+20.32 AC ELEV=350.84 ** STA. 57+24.85 STA. 57+24 E8 n w - o w m < r- o z M BC 1 RAD TC ELEV=35'1.67 STA, 56+76.99 r -- -- �, BC 1' RAD. BC 1' FFD w g o _ o OFFSET=5.71' LT STA. 5k+21.55 STA. 56+75.75 ` PCC OFFSET=9.61' LT se / OFFSET=7.61' LT a Z (A 7d w m w O O 1 OFFSET=8.74' LT u- = > _ I AC ELEV=350.90 EC 1' RAD BC 2' RAD. C8 *AC ELEV=350.90 ** AC ELEV=350.98 �; AC ELEV=351 GS f cn +- ' z -� U 0 TC ELEV=351.81 TC ELEV=351.91 ~ 0 ww- o o' a c` UJ Z E r' TC ELEV=351.73 OFFSET=5.49' R7 z w w _ CIFFSET=8.28' LT TC ELEV=351.73 w m � � � � � z c� ©r, D. 87 Cl AC ELEV=351.07 **AC ELEV=350.93 Cl STA. 57+24.76 ( w p 4i w cwj � iL + TC ELEV=351.90 TC ELEV=351.76 EC 3.18' R.N). c7 �- }- cn _ w w 9 GL i13 cl i , 56+73.19 1. % ( ,J o u o t 56+38.50 OfFSET=2.39' FT cr w ►- m I- O �� _ EX MON. C9 CL DWY C6 57 \ a& ¢ -, a z c� _ _ AC ELEV=351.,.3 ir ,1 0 O _ w �n c9 �. 56+16.32 bo �� o C ELEV=352 CST 4o z U -' P z F c� STA. 57+09.85 EN i -SET=5.46' LT Cl EC 60' RAD. ELEV=351.14 C7 w d v �^ ELEV=351.97 OFFSET=7.34' LT z w a z m z o 'iJ) �- STA. 56+71.33 AC ELEV=351.31 LD 0 cn 0 3 STA. 56+69.99 PCC TC ELEV=352.14 0.00% STA. 57+24.68 ' z w F - w w Z STA. 56+21.53 STA. 56+36.55 EC 3.18' RAD. " j �' > 0 v z BC 2' RAD, C5 OFFSET=7.58' RT � w z � x r O � 3 EC t' RAD BC 60 RAD OFFSET=8.08' RT 1 AC ELEV=351.00 OFFSET=8.74' RT 1 co i. a �' 0 ` z z iL N ` OFFSET=7.49' R7 OFFSET=5.67' RT AC ELEV=350.97 TC ELEV=351.83 AC ELEV=351.00 ' w , i. ? ar ca cn I- m L1 ll M AC ELEV=350.97 AC ELEV=351.07 TC ELEV=351.80 TC ELEV=351.83 g 3 w wwo -jd z Z N O TC ELEV=351.80 TC ELEV=351,90 z o o w a F- 0 7 f'- QW��wxvpU� (1? C\1 o"O ��N�aa. Z n Uj --- -------.r.,.._---._.,....__..,...��.....__ !--�..�...._----------- -,- oa-za-lw � W � trO anal -w o<n 2m wL- Lu<0 j tt? C AREA DETAIL LLZZ%�aZz-(� SCALE: 1"=20' v°iwn><c�5'vza n CV zQ j�owo0aam� zo:r2Twx<rf ¢Qy>oJo� O X p o w w i LL. o m Q 0wwrn-�� w oLLz in �F rD 0�D: w ¢=292a220�Eu c- t- O O. P 0 0 w Q TAPER "I" TABLE STATION OFFSET 53+02.66 5.00' RT 53+10.16 4.81' RT 53+17.66 4.25' RT 53+25.16 3.31' RT 53+32.66 2.00' RT TANGENT 53+62.66 4.00' LT 53+70.16 5.31' LT 53+77.66 6.25' LT 53+85.16 6.81' LT 53+92.66 1 7.00' LT TAPER "J" TABLE STATION OFFSET 58+74.74 0.34' LT 58+82.2.3 0.65' LT 58+89.7:? 1.30' LT 58+97.20 1 2.30' LT 59+04.63 j 3.64' LT -ANGENT 59+34.5-7 9.70' LT 59+42.05 11.03' LT 59+49.5.3 12.03' LT 59+57.0? 12.69' LT 59+64.5,1 13.00' LT TAPER "K" TABLE j TAPER "L" TABLE' j STATiOhOFF'SLT STATION _OFFSET 53+80.45 7.00' RT I I 59+11,12 � 11.00' RT �5-3 f87.95 6.75' RT 1 59+21.12 10.68' RT 3+95,44 6.14° RT 5a+3'.12 9-76' RT i �4+02.93 5.20 � P,T j 59+41.12 i 8.18�RT 54+10.42 3 92' RT 59+5".12 6.00' RT TANGENT I TANGENT i 54+40.35 1.92 LT -1 59+91.12 1 4 00' LT i 54+47.84 I 3.20-'_ LT r 60+01.12 I 1 54+55.33 4.14' LT 60+11.12 7.76' LT 54+62.82 4.75, LT ' 613+2i.12 I 8.68' LT C 54+70.32 5.00,,` LT , 60+31.12 9.00' LT ER bfy 00 It w LJ ; > V c 1 r X Lij- -- -�--- �W. Z , I ZP=1 �/ j j 1 _ - �� x SEE AREA DETAIL/"B O © W CL.� _ --- -I- --_ __ _- SEE TAPER "H' TABLE ---- -- --------- ----------------- 0 'STA. 46+38.87 - -- --_ L0 STA. 43+11.17 STA. 45+48.87 >- ec 1' RAD. BGN $AY TAPER END $AY TAPER STA. 48+98.00STA. 50+48.00 �` -{STA. 44+14.49 OFFSET=7.00' .6 OFFSET=7.00' LT OFFSET=7.00'LT STAT. 51+50.ii ©LL OFFSET=7.00' LT 1 $C 1' RAD. OFFSET =5.00' RT **AC ELEV=349.64 **AC ELEV=349.98 _0 UJ **AC ELEV=349.80 TC ELEV=350.47 1 T3 ELEV=350.81 �, ** AC ELEV=350.17 51+00.00 BC 1' Rt,C. + J < u ' W OFFSET=7.00' LT O.13% C1 TC ELEV=350.63 46 3.13% TC ELEV=351.00 CL DWY 0.13% OFFSET=7.00' -T Z 2 t �;- - - - - ___�__ + - 415 % ^ 0 (J) 44 "_ -T- - - 4--I --- _ ;- - 4 8 _ ___ _ (LS) f 49 1-}0 - 1 - 1 - - -- 52 - - - --- _ +6... ` V 0.20% l Cl r -8 6 ° �1-7- r �- W C STA. 43+13.17 CL INT STA. 44+16.49 0.12% 0.12°{ STA. 46+38.87 �- --- , t , Q EC r RAD. b\ EC 1' RAD. 1 0.12% 0.10% 0.10% 0.019 0.47% 0 W 1.�i..1 Li J 43+63.83 cn STA. 45+48.87 OFFSET=7.00' RT 1 0.07% ¢ OFFSET=7.fl0' RT d OFFSET=7.00' RT AC ELEV=349.68 STA. 48+08.00 `STA. 48+98.00 STA. 51+52 66 1 j--- m �` `�-� OFF5ET=7.00' RT 6; � �r � L r i N 7C ELEV=350.51 OFFSET=7.00' RT rn OFFSET=7.00' RT STA. 50+48.00 b` b\ EC i' AD. Q ri AC ELEV=349.57 a ----w ---� W �.r. L c i AC ELEV=349.89 AC ELEV=.349.98 0o OFFSET=7.00' RT r r, OFFSET=7.00 RT f" i� 0 TC ELEV=350.40 N W c0. i 1' F TC £LEV=350.72 �� 'C ELEV=350.81 AC ELEV=350.13 c-� Ki �p (i1 TC ELEV=350.96 i ZONING: R-2 GP: LMR SEE AREA DETAIL A ZONING: R-2 GP: LMR I -j -j PHASE ZONING: R-2 STATION 42+50 - 53+00 GP: LMR _ a- \ - 0j G !! P I PHASE 2 PHASE 1 MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION ; Q II x SEE TAPER "I" TABLE - - - - -' I STA. 53+80.45 - - _- -- - - - - - - - EC 6.73' RAD i- OFFSET=6 46' IT STA 53+92 66 STA. 55+81.12 O = O 0 CURVE TABLE STA. 54+70.32 OFFSET=7.00' LT CURVE PADIUS LENGTH DELTA TANGENT C1 1.00' 3.14' 180'00'00 -- C2 2.00' 6.28' 180'00'00 -- I C-- 2.00' 1.27' 3614'58" 0.65' C4 30.00' 37.96' 3614'58" 1 19.64' C5 2.00' 1.47' 42'00'09 0.7T cc, 50.00' 42.17' 4015'59° 22.00' 1 3.18' 9.97' 180'00'00" _1 -- CF,� 2.00' 1.36' 38'30'56" 0.71' l C9 50.00' 42.49' 1 40'34'16" 22.18' ice 6.73' 2114' 1 180'00'00" AC ELEV=351.15 ER bfy 00 It w LJ ; > V c 1 r X Lij- -- -�--- �W. Z , I ZP=1 �/ j j 1 _ - �� x SEE AREA DETAIL/"B O © W CL.� _ --- -I- --_ __ _- SEE TAPER "H' TABLE ---- -- --------- ----------------- 0 'STA. 46+38.87 - -- --_ L0 STA. 43+11.17 STA. 45+48.87 >- ec 1' RAD. BGN $AY TAPER END $AY TAPER STA. 48+98.00STA. 50+48.00 �` -{STA. 44+14.49 OFFSET=7.00' .6 OFFSET=7.00' LT OFFSET=7.00'LT STAT. 51+50.ii ©LL OFFSET=7.00' LT 1 $C 1' RAD. OFFSET =5.00' RT **AC ELEV=349.64 **AC ELEV=349.98 _0 UJ **AC ELEV=349.80 TC ELEV=350.47 1 T3 ELEV=350.81 �, ** AC ELEV=350.17 51+00.00 BC 1' Rt,C. + J < u ' W OFFSET=7.00' LT O.13% C1 TC ELEV=350.63 46 3.13% TC ELEV=351.00 CL DWY 0.13% OFFSET=7.00' -T Z 2 t �;- - - - - ___�__ + - 415 % ^ 0 (J) 44 "_ -T- - - 4--I --- _ ;- - 4 8 _ ___ _ (LS) f 49 1-}0 - 1 - 1 - - -- 52 - - - --- _ +6... ` V 0.20% l Cl r -8 6 ° �1-7- r �- W C STA. 43+13.17 CL INT STA. 44+16.49 0.12% 0.12°{ STA. 46+38.87 �- --- , t , Q EC r RAD. b\ EC 1' RAD. 1 0.12% 0.10% 0.10% 0.019 0.47% 0 W 1.�i..1 Li J 43+63.83 cn STA. 45+48.87 OFFSET=7.00' RT 1 0.07% ¢ OFFSET=7.fl0' RT d OFFSET=7.00' RT AC ELEV=349.68 STA. 48+08.00 `STA. 48+98.00 STA. 51+52 66 1 j--- m �` `�-� OFF5ET=7.00' RT 6; � �r � L r i N 7C ELEV=350.51 OFFSET=7.00' RT rn OFFSET=7.00' RT STA. 50+48.00 b` b\ EC i' AD. Q ri AC ELEV=349.57 a ----w ---� W �.r. L c i AC ELEV=349.89 AC ELEV=.349.98 0o OFFSET=7.00' RT r r, OFFSET=7.00 RT f" i� 0 TC ELEV=350.40 N W c0. i 1' F TC £LEV=350.72 �� 'C ELEV=350.81 AC ELEV=350.13 c-� Ki �p (i1 TC ELEV=350.96 i ZONING: R-2 GP: LMR SEE AREA DETAIL A ZONING: R-2 GP: LMR I -j -j PHASE ZONING: R-2 STATION 42+50 - 53+00 GP: LMR _ a- \ - 0j G !! P I PHASE 2 PHASE 1 MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION ; Q II x SEE TAPER "I" TABLE - - - - -' I STA. 53+80.45 - - _- -- - - - - - - - EC 6.73' RAD i- OFFSET=6 46' IT STA 53+92 66 STA. 55+81.12 O = O 0 i END BAY TAPER OFFSET=7.00' LT STA. 54+70.32 OFFSET=7.00' LT BGN TRANS. OFFSET=7.00' LT C, rn OFFSET=7.00' RT -� BGN BAY TAPER AC ELEV=350.65** AC ELEV=350.79 **AC ELEV=350.98 AC ELEV=351.67 ** AC EL=V=351.62 (� �I 1 TC ELEV=351.48 1 0.18% TC ELEV=351.62 TC ELEV=351.81 0.18% 56+38.50 is ZONING: R-3 1 j') W * *AC ELEV=350.80 -. TC ELEV=352.00 ! C EX MON. I _ ll TC ELEV=351.63 w Q V. -{ T _ _lei 60 59+52.45 0.13% _ 3.03%, CL DWY � STA. 58+19.38 W W = OFFSET=9.90' RT CL BGN BAY TAPER m f W W v` TC ELEV=3`1.95 N AC ELEV=351.15 w w w o TC ELEV=351.98 N -- LL a o a. ER bfy 00 It w LJ ; > V c 1 r X Lij- -- -�--- �W. Z , I ZP=1 �/ j j 1 _ - �� x SEE AREA DETAIL/"B O © W CL.� _ --- -I- --_ __ _- SEE TAPER "H' TABLE ---- -- --------- ----------------- 0 'STA. 46+38.87 - -- --_ L0 STA. 43+11.17 STA. 45+48.87 >- ec 1' RAD. BGN $AY TAPER END $AY TAPER STA. 48+98.00STA. 50+48.00 �` -{STA. 44+14.49 OFFSET=7.00' .6 OFFSET=7.00' LT OFFSET=7.00'LT STAT. 51+50.ii ©LL OFFSET=7.00' LT 1 $C 1' RAD. OFFSET =5.00' RT **AC ELEV=349.64 **AC ELEV=349.98 _0 UJ **AC ELEV=349.80 TC ELEV=350.47 1 T3 ELEV=350.81 �, ** AC ELEV=350.17 51+00.00 BC 1' Rt,C. + J < u ' W OFFSET=7.00' LT O.13% C1 TC ELEV=350.63 46 3.13% TC ELEV=351.00 CL DWY 0.13% OFFSET=7.00' -T Z 2 t �;- - - - - ___�__ + - 415 % ^ 0 (J) 44 "_ -T- - - 4--I --- _ ;- - 4 8 _ ___ _ (LS) f 49 1-}0 - 1 - 1 - - -- 52 - - - --- _ +6... ` V 0.20% l Cl r -8 6 ° �1-7- r �- W C STA. 43+13.17 CL INT STA. 44+16.49 0.12% 0.12°{ STA. 46+38.87 �- --- , t , Q EC r RAD. b\ EC 1' RAD. 1 0.12% 0.10% 0.10% 0.019 0.47% 0 W 1.�i..1 Li J 43+63.83 cn STA. 45+48.87 OFFSET=7.00' RT 1 0.07% ¢ OFFSET=7.fl0' RT d OFFSET=7.00' RT AC ELEV=349.68 STA. 48+08.00 `STA. 48+98.00 STA. 51+52 66 1 j--- m �` `�-� OFF5ET=7.00' RT 6; � �r � L r i N 7C ELEV=350.51 OFFSET=7.00' RT rn OFFSET=7.00' RT STA. 50+48.00 b` b\ EC i' AD. Q ri AC ELEV=349.57 a ----w ---� W �.r. L c i AC ELEV=349.89 AC ELEV=.349.98 0o OFFSET=7.00' RT r r, OFFSET=7.00 RT f" i� 0 TC ELEV=350.40 N W c0. i 1' F TC £LEV=350.72 �� 'C ELEV=350.81 AC ELEV=350.13 c-� Ki �p (i1 TC ELEV=350.96 i ZONING: R-2 GP: LMR SEE AREA DETAIL A ZONING: R-2 GP: LMR I -j -j PHASE ZONING: R-2 STATION 42+50 - 53+00 GP: LMR _ a- \ - 0j G !! P I PHASE 2 PHASE 1 MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION ; Q II x SEE TAPER "I" TABLE - - - - -' I STA. 53+80.45 - - _- -- - - - - - - - EC 6.73' RAD i- OFFSET=6 46' IT STA 53+92 66 STA. 55+81.12 O = O 0 **AC ELEV= 350.63 STA. 53+02.66 TC ELEV=351.46 END BAY TAPER OFFSET=7.00' LT STA. 54+70.32 OFFSET=7.00' LT BGN TRANS. OFFSET=7.00' LT I.- u j rn OFFSET=7.00' RT -� BGN BAY TAPER AC ELEV=350.65** AC ELEV=350.79 **AC ELEV=350.98 AC ELEV=351.67 ** AC EL=V=351.62 (� �I OFFSET=5.00' RT TC ELEV=351.48 1 0.18% TC ELEV=351.62 TC ELEV=351.81 0.18% 56+38.50 is ZONING: R-3 1 j') W * *AC ELEV=350.80 -. TC ELEV=352.00 58 EX MON. I _ ll TC ELEV=351.63 54 - - -{ T _ _lei 60 59+52.45 0.13% _ 3.03%, --- -- - - - - - - - STA. 53+80.45 BGN BAY TAPER EC 6.73' RAD OFFSET=7.00' RT AC ELEV=350.60 -L ELEV=351.43 - SEE TAPER 'Y' TABLE ZONING: R-2 GP: LMR 5b 1 STA. 55+881.12 56 STA. 54+70.32 0. -15% BGN TRANS. BGN BAY TAPER OFFSET=5.00' LT OFFSET=5.00' LT ** AC ELEV=351.02 - 00 =.3 ** TC ELEV=351.85 AC ELEV3510 rn rn TC ELEV=351.86 SEE AREA DE -TAIL 1 !� SEE TAPER "J" TABLE 0 0 0 N 0 >' R � ' 3r I Of I ! 0 5; ' �, ` \ - - - - - "MEDIAN CONSTRUCTION � \\ - < 0.07% I STA. 53+02.66 I.- u j rn OFFSET=7.00' RT (n c,i AC ELEV=350.55 iw j TC ELEV=351.38 --- -- - - - - - - - STA. 53+80.45 BGN BAY TAPER EC 6.73' RAD OFFSET=7.00' RT AC ELEV=350.60 -L ELEV=351.43 - SEE TAPER 'Y' TABLE ZONING: R-2 GP: LMR 5b 1 STA. 55+881.12 56 STA. 54+70.32 0. -15% BGN TRANS. BGN BAY TAPER OFFSET=5.00' LT OFFSET=5.00' LT ** AC ELEV=351.02 - 00 =.3 ** TC ELEV=351.85 AC ELEV3510 rn rn TC ELEV=351.86 SEE AREA DE -TAIL 1 !� SEE TAPER "J" TABLE 0 0 0 N 0 >' R � ' 3r I Of I ! 0 5; ' �, ` \ - - - - - "MEDIAN CONSTRUCTION � \\ - I c' <-1y3 & LLJ ZONING: C-2 s - z � _ - - -►PHASE 1 & 2 GP: GCol' 0 STATION 53+00 - 63+00 d Q SEE TAPER "L" TABLE -- OFFSET=13.00' LT * * AC ELEV=351.35 TC ELEV=352.18 0.13% STA. 60+31.12 END BAY TAPER OFFSET=9.00' LT **AC ELEV=351.70 TC ELEV=352.53 N 0 N 1 0.13% STA. 58+74.7-- I 64 r� cv STA. 59+64.52 62 BGN BAY TAPER j STA. E2+20 02 STA. 61+00.00 END BAY TAPER OFFSET=9.00' LT OFFSET= 0.34' LT i AC ELEV=351.67 ** AC EL=V=351.62 OFFSET=13.00' LT TC E2 --V=352.45 ** AC ELEV=351.33 0 **AC ELEV=351.17 is ZONING: R-3 TC ELEV=352.16 TC ELEV=352.00 58 1 0.019 (LS ------ - - -{ ----- I- _lei 60 59+52.45 0.13% _ 3.03%, CL DWY � STA. 58+19.38 STA, 59+11.12 OFFSET=9.90' RT o BGN BAY TAPER AC ELEV=351.12 OFFSET=11.00' RT v` TC ELEV=3`1.95 N AC ELEV=351.15 9 f TC ELEV=351.98 N I c' <-1y3 & LLJ ZONING: C-2 s - z � _ - - -►PHASE 1 & 2 GP: GCol' 0 STATION 53+00 - 63+00 d Q SEE TAPER "L" TABLE -- OFFSET=13.00' LT * * AC ELEV=351.35 TC ELEV=352.18 0.13% STA. 60+31.12 END BAY TAPER OFFSET=9.00' LT **AC ELEV=351.70 TC ELEV=352.53 N 0 N 1 0.13% STA. 62+20.02 BC 2' R AD. OFFSET= 13.00' LT **AC ELL'/=351.50 TC ELI V=352.33 64 r� cv 0.04% 62 STA. E2+20 02 STA. 61+00.00 BC 2 RAD. OFFSET=9.00' LT OFFSE--=9.00' LT AC ELEV=351.67 ** AC EL=V=351.62 TC ELEV=352.50 TC E2 --V=352.45 " HORIZONTAL: 1 "=40' 0 Ln is ZONING: R-3 ar -- -- ZONING: C-2 GP: GC N N N It II � II it II 1 I II !I Q Q ;^ 00 X 1,- 0 Q'Ljj W 12 ow Q Lam.. W � _ - = uj UJ HORIZONTAL: 1"=40' n Z CO rn�� 0 tV O r� " W r^ a V✓ 4 5 <v cin I •L ISI c� „ C GP: HR _N_ I rn 64 r� cv -4--- 3/02/2018 z T a cU I rf> _5 _r � 0 iV 17f - " HORIZONTAL: 1 "=40' v is ZONING: R-3 3 „ C GP: HR _N_ y rn 3/02/2018 z 15-2709K 0 SHEE'T' - " HORIZONTAL: 1 "=40' > 3 Ld Ir -- - - „ C GP: HR _N_ y DATE - 3/02/2018 PA JCB Nc. 15-2709K 1 SHEE'T' - " HORIZONTAL: 1 "=40' > 3 .- �(4r-> 1 » COB RECORDS No. r )F 15 L HEFTS ROADSIDE SIGN&PAVEMENT DELJNEATION 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 CITY 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. PAVEMENT DELINEAMN LEGEND a> INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN d INDICATES DETAIL NO. ON STANDARD PLAN. ® INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. © INSTALL 12" WHITE LIMIT LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL:. CQ INSTALL 12" WHITE CHEVRONS AS SHOWN (5C' MAX O.C.) ® INSTALL 12" WHITE DIAGONALS AS SHOWN (27' MAX O.C.) RR EXISTING PAVEMENT MARKINGS TO REMAIN IN PLACE fM INSTALL FLEXIBLE BASE CHANNELIZERS SPACE=D AS SHOWN (25' Q.C. OR 50' O.C.) 19 PAINT MEDIAN NOSES YELLOW FD -Yl INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) PAVEMENT DELINEATION LEGEND 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ,de' INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. �---- INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL BIKE LANE SYMBOL w/PERSON AND ARROW PER CALTRANS STD. DWG. A24C 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. SIGN CODS CQNSTRUCTIO_N NOTES OM1 -3 N YELLOW DIAMOND OBJECT MARKER O INSTALL CALTRANS TYPE III BARRICADE WITH W-31(CA' SIGN AND OM4-3 MARKER OM2 -2V - TYPE 11 VERTICAL OBJECT MARKER O I �I OM4-3 - RED DIAMOND OBJECT MARKER Ri-t N STOP SIGN SIGN LEGEND R3 -5(R) N RIGHT TURN ONL Y R4-7 - DIVIDED ROAD EXISTING SIGN TO REMAIN. R81 - BIKE LANE INSTALL NEW 1 POST SIGN, W3-1 ^- STOP AHEAD -a- SIGN LOCATION W3-3 - 54GNAL AHEAD j, REMOVE EXISTING SIGN W31(CA) N END J[ (SALVAGE TO CONTRACTOR). SNS - STREET NAME 51'-N R5-1 - DO NOT ENTER O RELOCATE EXISTING SIGN R6 -1(R) - ONE WAY (RIGHT) R3-7 M RIGHT LANE MUST TURN RIGHT W74(CA) - THRU TRAFFIC MERGE LEFT W73A(CA) - RIGHT LANE TURNS RIGHT AHEAD NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. rn z:--, [2 I I I Z I NW ± I Qw z I I 0 PE u a - I V) w j END PHASE 2 BEGIN PHASE MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION (MATCH PHASE I MEDIAN) I I -' - - - - - - - - _ - - BIKE LEGEND ALONG NORTH SIDE Y OTHERS 7YP 1 ,d r� I � I B -- -- ----- - -- 1 m MING PEOWLITZ 39 (BY OTHERS) 385' TRANSITION EXISTING FLOWUNE FR -1 EXISTING( TYPE Q(CA) BY OTHERS t Q 39 (BY OTHERS) EXISTING Q9 1 BGN ®EX1S71NGQ g R R4-7 ( ) R6 -1(R) EXISTING ❑EXISTING OM1 -3 PROPOSED MEDIAN (PHASE I IMPROVEMENTS) TYPE Q(CA} _ 5O MATGH EXISTING 1®EXISTING R.- 52 `' 53 ®EXISTING I Y n, ` �. _ EXISTING 27B 54 _ r _ - -_ MATCH EXISTING MATCH EXISTING 27B - �-¢-- - --Y {- {:.. N a, jNY}� W �EXISTiNG 27B -` N �u 276 _ _ 55 ^' N 57 � N -� ---- ---'/c ---- - 9 A) ----- - --- ---- EXISTING E.P. (TO REMAIN UNTIL WIDENEDJ ANGLE PT E.P. --�'-- BE-GINC ..� f TYPE Q(CAjj� _ -r Lo WITH PHASE 2 CONSTRUCTION} PROPOSED EDGE OF PAVEMENT - 53+73.7 N a� EXISTING EDGE OF PAVEMENT • R6 -1(R) U W BGN CA 27B (PHASE 1 IMPROVEMENTS) ANGLE PT E.P. I 25 . 50' PROPOSED FLOWLINE --� - ---- ----- _ - _ - _ _ _ F . TYP - (PHASE 2 IMPROVEMENTS) =1 cr 8 9�TYPEIVARROWI(TYP) -• - PROPOSED FLOWLINE YL(LW-J (PHASE 2 IMPROVEMENTS) _ _ = _ _ - _ - - / R7 -9J � \ R7-9 PROPOSED FLOWLINE j�R7-9_/ 4 / I,� (PHASE 1 IMPROVEMENTS) 1/-- ��tido �__ _�. I! —I PARCEL 2 P.M. 12062-2 P.M. BK. 60, PG. 153 0 z PROPOSED EDGE OF PAVEMENT (PHASE 2IMPROVEMENTS) „ PROPOSED EOG_ OF PAVEMENT (PHASE 1 IMOROVEMENTS) I PARCEL 2 a_ P.M. 12062-2 0 P.M. BK. 60, PG. 153 g � PARCEL 3 P.M. 12062-2 P.M. BK. 60, PG. 153 1 v DQUO W©v. r�a� �pWQ �mLL+vwiwW awe w- F -8MM ->-Oa z " z a WW LL G. uzim�>mv ►�+�u0���z�Uc QZI-U m�0 R'Q, wr zm'u-0 u Q0RwIME Q�Ii-T 9Zw�V z01- viw�uuj121) z 60 -j p0-, w?z>0-zM ¢�rzWdaOc w Cz-��v>t Z ow w j - Q lr F w w p Z0WWw��Oz as Z0- ui otZr = 0,Z,, z w¢ C 11..r'-zW<Ud)V. %m Cpw W QV WtlTIc 0 w S z Q U z C Ix w QLAJ LM LL a15r- Q .>;Ocr 2 WWO�wwuwiWG tu CO m� CO 8 U) Q QW-jw W U-r„?2> IT2i0w�z t r-t]JD- F--0 m4 b Z c3 Lf) U)C).� o W z O Imo- ^ i^ N Lu f c'M < 9 e— O 06 U) CD LL U) Z --C't- r LLi cz LU N M z 'D O C� n uj ut w O. C. ham. \t •� N a.LL z m w w 3: v w t> Lu� uu. a o LL- a 4 a 4 �4� 0 ch 0 M � d w U U� Q' MATCH EXISTING - BEGIN PHASE 1 TRANSITION STRIPING g Z STATION 55+78 - 61+50 Q Q a STOCKDALE HIGHWAY HORIZONTAL: !� <0 GRANT DEEDUJ a PER % o DOC. NO. Z� 11 0207090189, O.R. j La BIKE LEGEND ALONG NORTH SIDE (BY OTHERS-TYP) \ ``' 0 ------------ - - - -- - - - -_- -T_-- - -- - EXISTING FLOWLINE EXISTING FLOWLINE -H (BY OTHERS) 39 (BY OTHERS) - _ I PROPOSED MEDIAN (BY OTHERS) R6-1 R R6 -1(R (TYP) w � 1 -H oz W — 3 LL +a0 > W z TRACT 5875-2 �� 0 M.B. 45, Pr,. 39 XX n �/ •--� Z I Xw fin_ 1.` -1 _ •+ L0 ~ �0— L0 4 '-' 0 a CO - _ z \ cn SZ \-EXISTING FLOWLINE '------ .. —CT ■ R MATChEXISTING®0 jRj PHASE i IMPROVEMENT -_ {=3 - _ - ---- -- - - o, - - -3 L0 }- . . .._ - - �. ..^ - _.. .._ _ - R _.. _ - _ - - - - - - - -- -- MATCF EXISTING© a � - . S_� - r - R4-7 _ 9 PROPOSED MEDIAN (PHASE 1 IMPROVEMENTS) __ _ _:_--f _ -._ OM1 -3 __ - - - - _ 202 TAN( R - _. - -__ _ -%,_ -- - 190 TANGENT - R=2000-00' EXISTING (F2> W W 5 _ __ - - -, -TYPE IV ARROW (TYP)61 0, 63+01.12 ;- - - -- -- - - - _ - - - . R _. Z > 64 � 2 1YP 8--449 9 � � - U W Q / n 7-9/1 `-PROPOSED FLOWLINE (PHASE i IMPROVEMENTS) PARCEL 3 P.M. 12062-2 P.M. BK. 60, PG. 153 50' M - 14; ir 7/� R7-9 OPOSED EDGE OF PAVEMENT (PHASE 1 IMPROVEMENTS) • MR (TYP) + - N • • H CV PROPOSED FLOWLINE (PHASE 1 IMPROVEMENTS) PARCEL 3 P.M. 12062--2 P.M. BK. 60, PG. 153 63 R -- N — TANG 200 EN — j �,r�_ 68 _ T--- _ r 276 - - - -- -._ - - - _ -j - - - " � ub EXISTING AC DIKE -� -- - cx)- "'- WESTSIDE - ...t� 'ROPOSED EDGE OF PAVEMENT (PHASE 1 IMPROVEMENTS) _J� y - PARKWAY O F N H Q TA -- -- -- -- � HIGHWAY z -, IJ z cr == V) -� --- PARCEL 1 U)" PROPOSED EDGE OF PAVEMENT i A.M. 12062-'2 -H ujX -H -? (PHASE 1 IMPROVEMENTS) t l o <w 0 fl �, �� I P.M. BK. 60, PG. 153 _ i I IIz �1 z li I �w bzQ co n >3 cp U 00 o I � n to WM HORIZONTAL: 1 =40 = + o -- h— w 0 0 _ s_ u— F2 + - Liv to r .DATE 3i/02/20181$ ." PA JOB No. 15-2709K END PHASE 1 TRANSITION STRIPING - MATCH EXISTING £ SHEE-- - STATION 61+50 - 68+61 i1 STOCKDALE HIGHWAY COB RECORDS No. CtF 15 SHEETS O I �I Liv to r .DATE 3i/02/20181$ ." PA JOB No. 15-2709K END PHASE 1 TRANSITION STRIPING - MATCH EXISTING £ SHEE-- - STATION 61+50 - 68+61 i1 STOCKDALE HIGHWAY COB RECORDS No. CtF 15 SHEETS ROADSIDE SIGN & _PAVEMENT DELINEATION NOTES 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 CITY 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. PSA /EMENI DE,I IN AEON LEGEND Q INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. ALGA, A2013, AND A20D. NUMBER IN 0 INDICATES DETAIL NO. ON STANDARD PLAN. �N INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. FL_Ll INSTALL 12" WHITE LIMIT LINE AS SHOWN. REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN ® CONFLICT WITH NEW CONSTRUCTION (TYPICAL.). CH INSTALL 12" WHITE CHEVRONS AS SHOWN (0' MAX O.C.) Co INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) VM EXISTING PAVEMENT MARKINGS TO REMAIN IN PLACE ® INSTALL FLEXIBLE BASE CHANNELIZERS SPACED AS SHOWN (25' O.C. OR 50' O.C.) ®Y PAINT MEDIAN NOSES YELLOW FY INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) PAVEMENT DELINEATION LEGEND Z INSTALL TYPE. IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. -E-- INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL BIKE LANE SYMBOL w/PERSON AND ARROW PER CALTRANS STD. DWG. A24C 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 CzTY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN CODES CONSTRUCTION NQS o �, �aUO w OM1 -3 - YELLOW DIAMOND OBJECT MARKER INSTALL CALTRANS TYPE III BARRICADE WITH W-31(CA) SIGN rW- o a � w o w OM2 -2V - TYPE Il VERTICAL OBJECT MARKER AND OM4-3 MARKER m w OM4-3 - RED DIAMOND OBJECT MARKER¢ Z z w r z w2¢z�,pwmnF R1-1 - STOP SIGN SIGN LEGEND R3 -5(R) RIGHT TURN ONLY U) � u' z�j ~ a U) —0Z -j civ R4-7 DIVIDED ROAD EXISTING SIGN TO REMAIN. z o w w �' 0 ow w(YZ?y -,J co R81 - BIKE LANE INSTALL NEW 1 POST SIGN. o w �Z W n q 07-8�cng�e � W3-1 STOP AHEAD �- < a' CO z o 0 0 SIGN LOCATION W3-3 - SIGNAL AHEAD w a 00 o w o REMOVE EXISTING SIGN 4 0 a X Q r F :x z W31 (CA) END (SALVAGE TO CONTRACTOR). z - w 3:v a w SNS STREET NAME SIGN n Q w O o v R5-1 - DO NOT ENTER !� RELOCATE EXISTING SIGN z z g o a R6 -1(R) - ONE WAY (RIGHT) w w u, X v a5= n w R3-7 - RIGHT LANE MUST TURN RIGHT o w jd W 0, W w *- c» W74(CA) - THRU TRAFFIC MERGE LEFT ¢ z o z w Ei 0 0 m W73A(CA) - RIGHT LANE TURNS RIGHT AHEAD Q o Q a zZ� r O z cwn"J62 NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE ax U z C3 af INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. a -a Zpw wwoz OaZao j ROADSIDE SIGN & PAVEMENT DE.INEATION 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). 3L 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. 51. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 5 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. PAVEMENT DELINEATION LEGEND - INSTALL INSTALL TRAFFIC STRIPE PER CALTRANS STANCARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN Q INDICATES DETAIL NO. ON STANDARD PLAN. ® INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. © INSTALL 12" WHITE LIMIT LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/QR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). ® INSTALL 12" WHITE CHEVRONS AS SHOWN (50' MAX O.C.) ® INSTALL 12" WHITE DIAGONALS AS SHOWN (25' MAX O.C.) ® EXISTING PAVEMENT MARKINGS TO REMAIN IN PLACE ® INSTALL FLEXIBLE BASE CHANNELIZERS SPACED AS SHOWN (25' O.C. OR 50' O.C.) ® PAINT MEDIAN NOSES YELLOW D 71 INSTALL 12" YELLOW DIAGONALS AS SHOWN (50' MAX O.C.) PAVEMENT QELINEATION LEQEND -t- INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. ," INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ileO- INSTALL TYPE In WHITE ARROW CENTERED IN LANE AS SHOWN. 4•-- INSTALL TYPE 1(24') WHITE ARROW CENTERED IN LANE AS SHOWN INSTALL BIKE LANE SYMBOL w/PERSON AND ARROW PER CALTRA ot STD. DWG. A24: NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLAN SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. ------------_-- _ r._ �._.... ..._-------- _..._.....�-------- -- - - -- --- -- - - - - -" - - - - - PROPOSED EDGE OF PAVEMENT "' END FUTURE VGt PHASE- - - - - - -- 3 - -_ - -- - -- - _ - - -- - FUTURE FLOWLINE / o PHASE 3 IMPROVEMENTS 120'x12' BAY TAPER 200' STORAGE ! R �+,� z MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION FUTURE FLOWLINE 330' TRANSITION ( ) I R=30' a - EXISTING E.P. �- EXISTING -lir- ,p- -- ��i -- - - //7 - EXISTING F - EXISTING 7th in "v - o N N TYPE IV ARROW (TYP) 2 N N 2v a CH 3 38 w m (MATCH PHASE 1 MEDIAN) \yi00,0 oo y - PROPS( SU MEDIAy, ,+, 1� 1 (PHASE 3 I IMPROVEMENTS)3+00-00 _+ 3 0 4 N 5 7 6 7� 9 44s TYPE I ARROW (TYP) cli N EXISTING E.P.1._r/.._.._..._.......—_-------L.Ile-------11c.—.- �� = _—_,...rlr_------- —_ ---iii,.,..-._----'G----_—rl�_. _.�. .��P �.__.A.�.11i---_ 11L,. - - - - - - - - - - PROPOSED EDGE OF PAVEMENT - - - - - - - - - �- - - - 10+00 FUTURE FLOWLINE EXISTING R/W RASE 3 IMPROVEMENTS)ANGLE PT EP - FUTURE FLOWLINE 0 +0 N MATCH EXISTING - BEGIN PHASE 3 1 z EXISTING PHASE 3 STATION 7 — 13+50 STOCKDALE HIGHWAY R i ti TAT 1 BIKE LEGEND ALONG NORTH SIDE (BY OTHERS-TYP) - --- - - - - R4-7 OM 1-3� 39 (BY OTHERS) U-) RELOCATE FROM STA. 32+55 TYPE Q CA _ QEXISTING CP --i 14 --i_ 1 d z � Y - J C„ TYPE 0 CA 1... Li.! 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I O I¢/•� �- YELLOW DIAMOND OBJECT MARKER � OA INSTALL CALTRANS TYPE III BARRICADE WITH W-31(CA) SIGN W w �. � Z N Z ct �, II w ! f o o) �� I' eco=W U) !'c�`n STOP SIGN 510 LEGEND ¢Q Q l I W x �" cn a. cn w z w � -+ m cc NS R4-7 W Q' 4 ❑ INSTALL NEW 1 POST SIGN. rn X CD z o r co u' o z R81 - BIKE LANE Z'. z w w C) (r)8 m - STOP AHEAD SIGN LOCATION~ m S W3-3 - SIGNAL AHEAD I o z a v E z w �G`aER W31(CA) - END I z 0� :: - o z > -AA EXISTING R/W� - STREET NAME SIGN A RELOCATE EXISTING SIGN c6 uw.i Y epi, (.> ui �' m z `_; - z °' � DD NOT ENTER Z�Ocanpow.lYii - - - - - ONE WAY (RIGHT) cn w >- w 0 U z XO x ------------_-- _ r._ �._.... ..._-------- _..._.....�-------- -- - - -- --- -- - - - - -" - - - - - PROPOSED EDGE OF PAVEMENT "' END FUTURE VGt PHASE- - - - - - -- 3 - -_ - -- - -- - _ - - -- - FUTURE FLOWLINE / o PHASE 3 IMPROVEMENTS 120'x12' BAY TAPER 200' STORAGE ! 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R6 -1(R) ¢ Lt! N PROPOSED FLOWLINE (PHASE 3 IMPROVEMENTS) -1 -51 j---' PROPOSED EDGE OF PAVEMENT (PHASE 3 IMPROVEMENTS) CL INT. ADY 1+ 11 R z_� 114 - -- - ---- Ln wjz R W w 0 15 PROPOSED FLOWLINE o a 9 (PHASE .3 IMPROVEMENTS) w� W M W cn AGN CODES CQNSTRUCTION NOTES o CL B � u- pato woo ,, OM1 -3 �- YELLOW DIAMOND OBJECT MARKER � OA INSTALL CALTRANS TYPE III BARRICADE WITH W-31(CA) SIGN W z vo, z w o w F w 7d �. � OM2 -2V - TYPE II VERTICAL OBJECT MARKER AND OM4 3 MARKER ct w m W a JZZ o ~ Z > OM4-3 - RED DIAMOND OBJECT MARKER o) I' I' eco=W U) R7-1 STOP SIGN 510 LEGEND Z z n�Mcni- z �, - 2 L o z -� m v� �_ �d�_c,o-'pc7rz R3 -5(R) w RIGHT TURN ONLY ❑ EXISTING SIGN TO REMAIN. 1.W w z w � -+ m cc NS R4-7 N DIVIDED ROAD ❑ INSTALL NEW 1 POST SIGN. ,5 w CD z o r co u' o W R81 - BIKE LANE w z w z o � l= C) (r)8 W3-1 - STOP AHEAD SIGN LOCATION~ z z 0 0 w � ¢ 0 0 c—n v) cn trao0 —wi w S W3-3 - SIGNAL AHEAD * REMOVE EXISTING SIGN o z a v E z w �G`aER W31(CA) - END (SALVAGE TO CONTRACTOR. z 0� :: - o z > -AA SNS - STREET NAME SIGN A RELOCATE EXISTING SIGN c6 uw.i Y epi, (.> ui �' m z `_; - z °' R5-1 DD NOT ENTER Z�Ocanpow.lYii R6 -1(R) - ONE WAY (RIGHT) cn w >- w 0 U z XO x R3-7 RIGHT LANE MUST TURN RIGHT i af5 `' z z �; 02 W74(CA) ^- THRU TRAFFIC MERGE LEFT d ►_ p z w 5 r a-03:<nz0Q W73A(CA) ^- RIGHT LANE TURNS RIGHT AHEAD o � z o 4a w o z . NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE ¢ ua1 g w N a o INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. o w w w �+ w o z '' mz mowc�a z 11 vz0ffiti <0- w Z ii I 1.- '9 nV) j -m�a,z�zz z � V— a W W o w W U> '< V Ea � `�- II I PARCEL MAP 10995 DOr UiL�.T z o z _ Z P.M. BK. 54, PG. 100 .j W 0 a _ U) _ w ~ Q ' owwm=z¢a0a ?om2s2ws U-1 ' Laos>0 �a�aawai�oQ�' R3-7 w'=pwZ?(n@a 104' - R3-7 FcclWo0z5zz Lj acr-1 Lu i��>F- ui nit EXISTING FLOWLINE - - n n. ------------_-- _ r._ �._.... ..._-------- _..._.....�-------- -- - - -- --- -- - - - - -" - - - - - PROPOSED EDGE OF PAVEMENT "' END FUTURE VGt PHASE- - - - - - -- 3 - -_ - -- - -- - _ - - -- - FUTURE FLOWLINE / o PHASE 3 IMPROVEMENTS 120'x12' BAY TAPER 200' STORAGE ! R �+,� z MEDIAN CONSTRUCTION MEDIAN CONSTRUCTION FUTURE FLOWLINE 330' TRANSITION ( ) I R=30' a - EXISTING E.P. �- EXISTING -lir- ,p- -- ��i -- - - //7 - EXISTING F - EXISTING 7th in "v - o N N TYPE IV ARROW (TYP) 2 N N 2v a CH 3 38 w m (MATCH PHASE 1 MEDIAN) \yi00,0 oo y - PROPS( SU MEDIAy, ,+, 1� 1 (PHASE 3 I IMPROVEMENTS)3+00-00 _+ 3 0 4 N 5 7 6 7� 9 44s TYPE I ARROW (TYP) cli N EXISTING E.P.1._r/.._.._..._.......—_-------L.Ile-------11c.—.- �� = _—_,...rlr_------- —_ ---iii,.,..-._----'G----_—rl�_. _.�. .��P �.__.A.�.11i---_ 11L,. - - - - - - - - - - PROPOSED EDGE OF PAVEMENT - - - - - - - - - �- - - - 10+00 FUTURE FLOWLINE EXISTING R/W RASE 3 IMPROVEMENTS)ANGLE PT EP - FUTURE FLOWLINE 0 +0 N MATCH EXISTING - BEGIN PHASE 3 1 z EXISTING PHASE 3 STATION 7 — 13+50 STOCKDALE HIGHWAY R i ti TAT 1 BIKE LEGEND ALONG NORTH SIDE (BY OTHERS-TYP) - --- - - - - R4-7 OM 1-3� 39 (BY OTHERS) U-) RELOCATE FROM STA. 32+55 TYPE Q CA _ QEXISTING CP --i 14 --i_ 1 d z � Y - J C„ TYPE 0 CA 1... Li.! R6 -1(R) ¢ Lt! N PROPOSED FLOWLINE (PHASE 3 IMPROVEMENTS) -1 -51 j---' PROPOSED EDGE OF PAVEMENT (PHASE 3 IMPROVEMENTS) CL INT. ADY 1+ 11 R z_� 114 - -- - ---- Ln wjz R W w 0 15 PROPOSED FLOWLINE o a 9 (PHASE .3 IMPROVEMENTS) w� W M W cn Im �- o CL R26 CAS` ,, m. 0 •E W z. �. � R8( A) m_ 'Dv z TYP 1 'ARROW (TYP) 12+50 BGN 9 L 50' FB 39 PARCEL 14 VTTPM 12062 W73A CA W74 CA ` i EXISTING FLOWLINE 'ADEPS 3- i STATION 13+50 - 25+50 'SLE HIGH I EXISTING U 13LLJ z W1 - 1— W [ ¢ V) -N- PROPOSED EDGE OF PAVEME6 (PHASE 3 IMPROVEMENTS) HORIZONTAL: 1"=40' -N- HORIZONTAL: 1"=40' I BtK= LEGEND ALONG NORTH SIDE (BY OTHERS-TYP) p EXISTING FLOWLINE (BY OTHERS) � R5-1 TYPE Q CA rEXISTING PROPOSED MEDIAN 9 R ENDED B ` AIL g(BY OTHERS) u)-2 l ` - _ _` " _ _ _ 38 _ _ C - - - - TYPE IV ARROW (TYP) (PHASE 3 IMPROVEMENTS) T �_ _ _ MATCH EXiS11N -. N (� �} __.._ � _-:-- �l -_ __. _-r R4-7/OM 1-3 n EXISTING MEDIAN PER PHASE 2 ~ W END PHASE 2 - BEGIN PHASE 3 STATION 25+50 - 28+20 STOCKDALE HIGHWAY TO STA. 13+80z� 33_ -35-----��_-- -- 36 4 3$ TO REMAIN Ir el) k�Y. EXISTING IM PER P R d Im z l.i... c o', ,, c:: � AV 0 •E W z. r !� P- V J 3 W ct co > U ,.... o) I' 2 U) a Z F2 CIO N 1.W O 06 Z Qom; a. C)f ,5 w Fn N W w z w w C) (r)8 0 s\j r - ,e Im l.i... ,, c:: � AV �'- M G z: 0 V J 3 W EXISTING IMPROVEMENTS co \d W W I' 2 a LL. LLI z Ci w z w w _`- G �G`aER d/ 0 w ; ? V U) z CL - - -� - - ---�` z L 3 (S OTHERS) L0 f-�- 1 C.0 �+ �`n) C::)Lo uj n W �25 _ Ld -J W— 2 r/ F- LLJ UJ f 39 N ¢ V) > W • j 0 .�, < z IV ARROW (TYP) cr, lir Vv-to—v--o- I � ow LL. HORIZONTAL- 1"=40' I I 1 I Im l.i... ,, c:: � AV �'- M G z: 0 V J 3 W EXISTING IMPROVEMENTS co a W W I' 2 I I 1 I i Y 0 r, in w c:: � AV z EX STING MEDIAN PER PHASE z: EXISTING IMPROVEMENTS PER PHASE 2co c I I 1 I in w (I�DD Thi_ 3/02/2018 I I i W �PA J ')B No. 15-2709K II SHEET II 14 it COB RECORDS No. OF 15 SHEETS' r'~--STOCKDALE � -HIGHWAY ----_____,..._._.____-� I ,`I I I,u:-----.---U4_-� I I I � f } o �ro �� I I Q a I 0 + �Z DQ } U F- V) CD i 1,00 col I 1{1 lil I TYP. f I,)-- -- - - 53.8' } � I SCALE: 1"=:30' `--_--------------------------,,....--_----/ TEMPORARY DRAINAGE BASIN 'A' BOTTOM OF BASIN=341.9 HIGH WATER ELEVATION=343.4 VOLUME REQUIRED=0.09 AC -FT VOLUME PROVIDED=0.12 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) ------__--.._i.------------------------ S' STOCKDALE I HIGHWAY } W } I tK < I n a�° j ! } o o �� ! �g�� cn U - a _ /------I Q)� } 53.0' L_ , Fns _ -( i �`� �, - - l u6 3 1 I Q g I'1- 42.4' Cl 5 F9', - 38-8$._... '_ �I 1' j % I 1 TYR!TYP. . --� 1 } I/------ 1--- \J _) ,� � l ° X 53.0' _ X tK ' SCALE: 1"=30' �---- .-..._..----._...,.------- ..._--_--_---------'/ TEMPORARY DRAINAGE BASIN 'F' BOTTOM OF BASIN=342.1 HIGH WATER ELEVATION -346.1 VOLUME REQUIRED=0.15 AC -FT VOLUME PROVIDED=0.19 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) � STOCKDALE HIGHWAY- �1 I i + I c/) adj° I .I f uj V F19 I 3 9 0 0 0 0! dj r7 ' I fl j I 15 TYP. ! 62.2' '} I_ _-----`_ -_ ��- -- --- --- ---- -.6' I ! SCALE: 1"=30' --------------------------- TEMPORARY - __ _--_ _ ___.._-___ a.......rteTEMPORARY DRAINAGE BASIN 'I' BOTTOM OF BASIN=347.6 HIGH WATER ELEVATION=349.1 VOLUME REQUIRED=0.07 AC -FT VOLUME PROVIDED=0.09 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) --_--- [�---- STOCKDALE- f - HIGHWAY- � I I I o 1 0 + 4j z I al :LL, 0 U .t LJ LLIff Lo Ir - I vvv v UK 60. - - 3 53.8' i Ql Ia Via+ � cv o TYP. 52.0' � Iry LLJ f N I 1I } SCALE: 1"=30' ------------------------ TEMPORARY DRAINAGE . BASIN BOTTOM OF BASIN=343.2 HIGH WATER ELEVATION=344.7 VOLUME REQUIRED=0.06 AC -FT VOLUME PROVIDED=0.07 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) (i^ STOCKDALE - 1 o, HIGHWAY _ __-� I opo I V) CC, 0 )t2 I}� I © 1A TYP. II }�" r;l to ! I I Ij IN 410 _ _ A- --------------- - � � 1 1 SCALE: 1"=30' __..-.....--_...______________---- TEMPORARY DRAINAGE BASIN 'C' BOTTOM OF BASIN=340.8 HIGH WATER ELEVATION=344.8 VOLUME REQUIRED=0.18 AC -FT VOLJME PROVIDED=0.20 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) ��-- f STOCKDALE -- ('0'- HIGHWAY _-�-�� 0 >- + %K 1 V) `t o w o alo< _I to / - - I-- r mLO / } 2 8 \ a I ( � 50.0 1 0.D' � � } I 0 } Typ} - 41.2' ' I ! A ! c, 15 TYP. I I x 11 I i 11 x! I 50.0' x x ` 1 SCALE: 1"=30' ^� TEMPORARY DRAINAGE. BASIN 'G' BOTTOM OF BASIN=342.5 HIGH WATER ELEVATION=346.5 VOLUME REQUIRED=0.19 AC -FT VOLUME PROVIDED=0.22 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) j�---- _-- STOCKDALE -- HIGHWAY _ --��j f � I I ' ►� f 1 0��+ ! I cn3.t I v tx s F,9 X/ /' I 80.0' - -- � I °x� - 3 73.8' _3 I ! . I } ! �I ,old i� �-o, } 15 TYP. j I 71_3= w ! s ! ! SCALE: 1"=30' TEMPORARY DRAINAGE UASIN 'J' BOTTOM OF BASIN=347.9 HIGH WATER ELEVATION=349.4 VOLUME REQUIRED=0.06 AC -FT VOLUME PROVIDED=0.11 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) /f---- STOCKDALE _ j -HIGHWAY---�--1� 1 1 I � I uJ Q + tx , I ! Rh O: N I o Q of 1� o cl-Iod 19, J l / 3 6'3.8 - 3 } �� I J d rwQi }_ I I_ d N h0 00 vo I I } 62.2' - 15 TYP. ! _...... _ I I t r- ---------- --- --- I I ��� ----- ---- 70.0_- __ _ cs I' I I } I I !N I I I SCALE: 1"=30'/ ...._____-_-_,..-.___-____-....___--- TEMPOR6RY DRAINAGE BASIN 'D' BOTTOM OF BASIN=345.5 HIGH WATER ELEVATION=347.0 VOLUME REQUIRED =0.06 AC -FT VOLUME PROVIDED=0.08 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) �^' _ STOCKDALE i o HIGHWAY -- �� I �� <' o I 0 o 01 \\ N $ R I I 3 74.0 - 3- I lol IaI f 5 TYP. } i I II l 74.0' ! } --- - - _80.0 - - --- -E I 6 ! ! I ! ' SCALE: 1"=30' `--- -_----______--------------/ TEMPORARY DRAINAGE BASIN 'H' BOTTOM OF BASIN=34E.7 HIGH WATER ELEVATION=348.2 VOLUME REQUIRED=0.11 AC -FT VOLUME PROVIDED -0.12 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) -,,._.._____________________________________- STOCKDALE HIGHWAY I o UJ + °FSE°• f �z ° e -__--, <C , W / r + f 44.7'-j 30'x50' GRAVEL }.3 I Q,f il. = ENTRANCE I C N 1 1542.7' 1 1 i -------_----_---� , a , i ( 110.00' I EXISTING 6 P.U.E. -`I EXISTING R/W PER P.M. NO. 12062-2 - I PER P.M. NO. 12062-2 I P.M. BK. 60, PG. 153 O.R. iI SCALE: 1"=30' / �--- --------'--__.__ .._---__----- !---------�'/ TEMPORARY DRAINAGE BASIN 'K' BOTTOM OF BASIN=347.3 HIGH WATER ELEVATION=348.8 VOLUME REQUIRED=0.05 AC --FT VOLUME PROVIDED =0.07 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) --------------•--------- STOCKDALE- HIGHWAY } ! I � 1 I x 7 x I; .__.._ _. -- -------- 5 7' I + 33.7' j I 7I j SIM. 1 C� I C>Ibx I ! 5' ! x MAXIN �1 I lo. } I TYP.1 ' + 34.6' I I d I 1 � I SCALE: 1"=30j .------------.__--._---.----------- T,EMPORARY DRAINAGE BASIN 'E' BOTTOM OF BASIN=342.4 HIGH WATER ELEVATION=346.4 VOLUME REQUIRED=0.08 AC -FT VOLUME PROVIDED=0.17 AC -FT SIDE SLOPES 2:1 MAX (U.N.O.) CONSTRQCTION NOTES (THIS SHEET ONLY) Ol CONSTRUCT 6' CHAIN-LINK FENCE (NO SLATS OR CURBING) PER C.O.B. STD. DWG. D-12. M2 CONSTRUCT 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG_ D-13. ❑3 CONSTRUCT 2" x 24" THICK NOMINAL RIP -RAP Q TEMPORARY DRAINAGE AND FLOWAGE EASEMENT TO THE CITY OF BAKERSFIELD TO BE DEDICATED BY SEPARATE INSTRUMENT AND PRIOR TO ACCEPTANCE OF IMPROVEMENTS. 0 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-10. ® CONSTRUCT TYPE "A" CATCH -BASIN (NTH 3.50' WIDE OPENING) PER C.O.B. STD. DWG. D-14. M CONSTRUCT 33t L.F. 18" CL -3 RCP w/RGJ STORM DRAIN @ 0.20% ® PROPOSED EDGE OF PAVEMENT (PER CONSTRUCTION PHASE) IST OF ABBREVIATIONS (THIS SHEET ONLY FG = FINISHED GRADE NG = NATURAL GROUND U.N.O.= UNLESS NOTED OTHERWISE MAX = MAXIMUM FL = FLOWUNE EP = EDGE OF PAVEMENT PHASE 1 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOCUMENT NO. _ 218022260___._ O.R. PHASE 2 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOCUMENT NO. ___.._____ __ O.R. PHASE 3 TEMPORARY FLOWAGE AND DRAINAGE EASEMENT PER DOCUMENT NO. 0. O.R. 6' CHAIN LINK FENCE PER C.O.B. STD. DWG. D-12 VARIES t 5' BASIN BOTTOM TEMPORARY DRAINAGE NG SECTION VARIES 1 2' 1dPr NG BASIN BOTTOM TEMPORARY DRAINAGE BASIN SECTION BASIN BOTTOM 6' CHAIN LINK FENCE PER C.O.B. STD, DWG. D-12 U 4 U wLL 0 ww 0 0 U�wz wawa LLJ cwnmw��wQwp u- . '0 LL' Cn w z cA > m `n z 3w -0 FE waz��J6 wiOw 'z. Qaw�v�OF..��;} �ao� 1=i�-wz Z 4 H Q i -f=- F j QUO u iid za; Lli J to W YtaZ O ivsi� �►w w�w+-cn0 w LL z Z W q 0 a ow�w��oo' ��-OC TUpU� wt-¢wr-cn o. C6 0 W w w0 tr OZ =a dam, USUw�=�OQ�w K w u, U. Z m a Z z- y aW=�zavWnn amwro >Y ;o J zo-TOtl �LL L W' � �US ux �.5 w aLLz>cnm¢ n p}fns 09900Z&w caujo�zJ?oa:n wwowz'�c°n> n i=�fla�.=L)oaai 22.5' i� EP 1, 1% IN X � MP 5•� TEMPORARY DRAINAGE BASIN SECTION 3'f 1 5, ETF 1% P� IM N �1 2• BASIN BOTTOM TEMPORARY DRAINAGE BASIN SECTION ,� ' ._•. r COB RECORDS No. d z Q 1' -� Q --- >- ' N i W ch C > c.� - Ica n U 0 T u.. Z_ _e ,.tet W cD �+V Z (D o ry Z N Mw ..+ M W -- ry o C� Or - CL ice... z Q J 0.. m z 0 U .t LJ LLIff N LLJ U- .� W w w U ccn > .� L�. w r w IX � Ix Q a z Q J 0.. m z 0 U LLIff DATE 3/02/2018 PA JOB Nc_ 15-2709K SHEET ,"-)F 15 :SHEETS