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HomeMy WebLinkAbout5.1-12062 Ph 20 lI I �, � I I p; � i I � I I �� I III 01 fo- ♦. REVIEWED BY: (NEER, CITY OF REVIEWED BY: 3162-0°!9 m MAJA ISk M A "i A 10 0 MAkILIV 11:441'' IN MW PAR K4 MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BASIS OF BEARINGS: THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 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 PARCELS 1 AND 3 OF PARCEL MAP 12062 PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO LYING IN THE NORTH HALF OF SECTIONS 3 AND 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. STREETS PHASE "A" BEARING PHASE "B" 0 0 TOTAL - / ARTERIAL STREET (STOCKDALE HIGHWAY) 452 LF 0 LF 452 LF -a 253.95' ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE 0.45' A.C./0.60' A.6, 9,327 SF 0 SF 9,327 SF STUART J. PATTESON RCE 44898 COLLECTOR STREET (HEATH ROAD) 1,130 LF 465 LF 1,130 LF LEB..;ER R'Y 0.35' A.C./0.60' A.B. 65,794 SF 10,012 SF 75,806 SF PROJECT IT COLLECTOR STREET (STOCKDALE RANCH DRIVE) 492 LF 568 LF 568 LF APPROVED B Y: 0.30' A.C./0.50' A.B. 6" CURB AND GUTTER 17,114 2,360 SF LF 21,630 1,008 SF LF 38,744 3,368 SF LF EBRUSHB WHEELCHAIR RAMPS 5 EA 3 EA 8 EA SURVEY MONUMENT ENCASEMENT 3 EA 0 EA 3 EA METRO STREET NAME SIGNS 0 EA 2 EA 2 EA SECTION 3 TRAFFIC CONTROL SIGNS & RELOCATE SIGNS 10 EA 13 EA 23 EA PUBUC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE LED STREET LIGHTS & RELOCATE STREET LIGHT 4 EA 2 EA 6 EA NICOLAS FIDLER RCE 61069 SAWCUT 695 LF 1,004 LF 1,699 LF STRIPING 6,210 LF 4,240 LF 10,450 LF TRAFFIC SIGNAL INTERCONNECT 1,507 LF 427 LF 1,934 LE MEDIAN CURB 410 LF 0 LF 410 LF BENCHMARK USED: TEMPORARY AC PAVING 1,112 SF 0 SF 1,112 SF BARRICADE 3 EA 2 EA 5 EA TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON GRIND 0.2' & OVERLAY 1,605 SF 0 SF 1,605 SF STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BASIS OF BEARINGS: THE BEARING OF NORTH 89°27'57" WEST FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER PARCEL MAP 12062-1 FILED IN BOOK 60 OF PARCEL MAPS AT PAGE 76 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 PARCELS 1 AND 3 OF PARCEL MAP 12062 PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO LYING IN THE NORTH HALF OF SECTIONS 3 AND 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP NO SCALE SHEET Ng. INDEX CD TITLE SHEET O GENERAL NOTES C73 HEATH ROAD ® STOCKDALE RANCH DRIVE © STOCKDALE HIGHWAY © STRIPING & SIGNAGE PLAN LEGEND (X SHESHEETINDEX NUMBER --- DIRECTION OF DRAINAGE ® EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) .O PROPOSED CONCRETE MONUMENT {} LED CITY APPROVED STREET LIGHT ,4,CB#1 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN CLCDGEND CENTERLINE DWY- DRIVEWAY FL- FLOWLfNE 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 BGN- BEGIN LINE TABLE LINE BEARING LENGTH 0 0 NW20'15"E 60.29' L2 S89'27'541 �n I � w� az ara 141.49' a -a 253.95' L5 51012'20'W 196.55' Le S-TOC-KA-L- HW 16006' y s�C 260.00' L8 N1012'20'E 96.84' L9 N09'50'50"E 254.46' LIN HU LEB..;ER R'Y L71 N89'27'57'W 260A0' L72 500'32'03"W 90.Gp', PROJECT IT TRACT 72400; eP O EBRUSHB U ACAN NORTH HALF OF SECTION 3 oNEVLowER NORTH HALF OF T.30S., R.26E. BEACH As ER SECTION 4 I T.30S., R.26E. i LL -- KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE SHEET Ng. INDEX CD TITLE SHEET O GENERAL NOTES C73 HEATH ROAD ® STOCKDALE RANCH DRIVE © STOCKDALE HIGHWAY © STRIPING & SIGNAGE PLAN LEGEND (X SHESHEETINDEX NUMBER --- DIRECTION OF DRAINAGE ® EXISTING CONCRETE MONUMENT (PROTECT IN PLACE) .O PROPOSED CONCRETE MONUMENT {} LED CITY APPROVED STREET LIGHT ,4,CB#1 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN CLCDGEND CENTERLINE DWY- DRIVEWAY FL- FLOWLfNE 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 BGN- BEGIN IF 114E PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOQ TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOGAIED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-001 MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH 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 5F75085584 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. o -- Uj X 1 W W 1 Y -- AL HIGHWAY 0 I L-------------- ----1 PAID HCP FEES PER - ol P.M. 12062 PHASES 1-3 `JI STREET IMPROVEMENT PLANS PARCEL 3 P.M. NO. 12062-2 TO�KUA IZ N -H DRIVE _ _R DKry _PHASE A PHASE -e - - ce#1 �I 61 l J C4 �P i 1J II 2 LlI --------- / / a IJ / K�PROPOSED DEVELOPMENT AREA / GRADING LIMITS -HCP AREA BIO CLEARANCE SURVEY LIMITS AREA= 7.06 GROSS ACRES / a TCB#4 �Divy PARCEL 1 i/ 4P99��/ CB#3 P.M. NO. 12062-2 G / TRACT 7317 TEMP SUMP �I „.� F'g fo ��! ���i/�!� ^� (PHASE 5) PARCEL 3 P.M. NO. 12062-2 (FUTURE PARK SITE)TRACT 1 (P (PHASE 6) ER ��c��A \t oR J7> ANC z KEY MAP SCALE: 1'=200' q LL 0 owa V z O nim=�oo M z� M 0) �o� 3 W z .E w"'i3-'v, gzm :t O tN + io'Riuz'mY-i3u Imo?` smo � y `i CD oz &oagqC�ex Fa V 'LSm �a rtp�LL3 pmw ® as ' w w o v zo°�o°io� U) O m U) z m h01wo��zz� 4 w m N CC --xx W 9 0. -Mu W 2 No �aw`iSUdry 0 Lu tnN W $w8g� 2 �z �pOZo F— N t0 ���qz�q 1-1llllm WaWap�zLL 6J® O gjQG U(wJ2� a+ 4W Q Optt ZO Y.Rw`LwS Qi.a F w O 1L 2x— MIN LLJI�F N 3<Oy� §��n� ♦� or��oi aTib lJ`�y t o �mzZ qLLZln gJpZ V W•�F'ViZQgW gmng pN�~Ir' �gQrrm ZWU Zq-WNO�TT o Z wow ofwm w LL ww'wLzu�oz= 0� Z W m W� 0 J m W Q Y Q> N q N w w S I— rg�a W�zm p y,,1 pg� qON W OgJ�pq Um ISL as 6— zNwaWln��p U) FWamwxw-Gwx r )NEER Qm'opr=ZU to 2I--Qp02>p VJ 2I -- H h Q W Z< QgOi qm a o�dr W < 5:2 yOZQ �"' g' Z Im zo�I o0axislsaa sR d W�'o--zt?'i-'p comba ww LU WF -mon goon o - w Z U m Z J Z Z v 0 F- W0c/)W C/) W W a CL < -r �0�/ 8 2 CL Lei.! LL H^ �! Z J CL uiLu =U � w Lu C/) o U)o U m U) w 0 UNOEROROUNDBERVICEALERT OF SOUTHERN CUORMA 2 LL, ,t s gE40RE yV 'eF � 0 i V � N 5 � n N 4 c F9"p"ONO seR mumu NEI aoarr 2BC9 m SHEET AT LEAST TWO DAYS BEFORE YOUOIG E d TREET PERMIT NO. g 5.1-12062 Ph 2 ;OB RECORDS No. ' OF 6 SHEETS LINE TABLE LINE BEARING LENGTH L7 NW20'15"E 60.29' L2 S89'27'541 180.00' L3 SOT20'15'W 141.49' L4 511'54'09'W 253.95' L5 51012'20'W 196.55' Le S29'00'53"W 16006' L7 N00'3295'E 260.00' L8 N1012'20'E 96.84' L9 N09'50'50"E 254.46' LIN I NOO'B'13"W 1 126,70' L71 N89'27'57'W 260A0' L72 500'32'03"W 90.Gp', IF 114E PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOQ TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOGAIED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-001 MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH 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 5F75085584 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. o -- Uj X 1 W W 1 Y -- AL HIGHWAY 0 I L-------------- ----1 PAID HCP FEES PER - ol P.M. 12062 PHASES 1-3 `JI STREET IMPROVEMENT PLANS PARCEL 3 P.M. NO. 12062-2 TO�KUA IZ N -H DRIVE _ _R DKry _PHASE A PHASE -e - - ce#1 �I 61 l J C4 �P i 1J II 2 LlI --------- / / a IJ / K�PROPOSED DEVELOPMENT AREA / GRADING LIMITS -HCP AREA BIO CLEARANCE SURVEY LIMITS AREA= 7.06 GROSS ACRES / a TCB#4 �Divy PARCEL 1 i/ 4P99��/ CB#3 P.M. NO. 12062-2 G / TRACT 7317 TEMP SUMP �I „.� F'g fo ��! ���i/�!� ^� (PHASE 5) PARCEL 3 P.M. NO. 12062-2 (FUTURE PARK SITE)TRACT 1 (P (PHASE 6) ER ��c��A \t oR J7> ANC z KEY MAP SCALE: 1'=200' q LL 0 owa V z O nim=�oo M z� M 0) �o� 3 W z .E w"'i3-'v, gzm :t O tN + io'Riuz'mY-i3u Imo?` smo � y `i CD oz &oagqC�ex Fa V 'LSm �a rtp�LL3 pmw ® as ' w w o v zo°�o°io� U) O m U) z m h01wo��zz� 4 w m N CC --xx W 9 0. -Mu W 2 No �aw`iSUdry 0 Lu tnN W $w8g� 2 �z �pOZo F— N t0 ���qz�q 1-1llllm WaWap�zLL 6J® O gjQG U(wJ2� a+ 4W Q Optt ZO Y.Rw`LwS Qi.a F w O 1L 2x— MIN LLJI�F N 3<Oy� §��n� ♦� or��oi aTib lJ`�y t o �mzZ qLLZln gJpZ V W•�F'ViZQgW gmng pN�~Ir' �gQrrm ZWU Zq-WNO�TT o Z wow ofwm w LL ww'wLzu�oz= 0� Z W m W� 0 J m W Q Y Q> N q N w w S I— rg�a W�zm p y,,1 pg� qON W OgJ�pq Um ISL as 6— zNwaWln��p U) FWamwxw-Gwx r )NEER Qm'opr=ZU to 2I--Qp02>p VJ 2I -- H h Q W Z< QgOi qm a o�dr W < 5:2 yOZQ �"' g' Z Im zo�I o0axislsaa sR d W�'o--zt?'i-'p comba ww LU WF -mon goon o - w Z U m Z J Z Z v 0 F- W0c/)W C/) W W a CL < -r �0�/ 8 2 CL Lei.! LL H^ �! Z J CL uiLu =U � w Lu C/) o U)o U m U) w 0 UNOEROROUNDBERVICEALERT OF SOUTHERN CUORMA 2 LL, ,t s gE40RE yV 'eF � 0 i V � N 5 � n N 4 c F9"p"ONO seR mumu NEI aoarr 2BC9 m SHEET AT LEAST TWO DAYS BEFORE YOUOIG E d TREET PERMIT NO. g 5.1-12062 Ph 2 ;OB RECORDS No. ' OF 6 SHEETS CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 1589.00' 320.73' 71'33'54" 160.9- C2 158000' 395.81' 14'23'23 10.46' C3 1420.00 563.93' 26.47'20" 338.15 C4 1680.00' 203.45' 656'19" 101.65' C5 1420.00• 24456• 9.52'04' 12268' IF 114E PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOQ TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOGAIED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-001 MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE NTH 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 5F75085584 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. o -- Uj X 1 W W 1 Y -- AL HIGHWAY 0 I L-------------- ----1 PAID HCP FEES PER - ol P.M. 12062 PHASES 1-3 `JI STREET IMPROVEMENT PLANS PARCEL 3 P.M. NO. 12062-2 TO�KUA IZ N -H DRIVE _ _R DKry _PHASE A PHASE -e - - ce#1 �I 61 l J C4 �P i 1J II 2 LlI --------- / / a IJ / K�PROPOSED DEVELOPMENT AREA / GRADING LIMITS -HCP AREA BIO CLEARANCE SURVEY LIMITS AREA= 7.06 GROSS ACRES / a TCB#4 �Divy PARCEL 1 i/ 4P99��/ CB#3 P.M. NO. 12062-2 G / TRACT 7317 TEMP SUMP �I „.� F'g fo ��! ���i/�!� ^� (PHASE 5) PARCEL 3 P.M. NO. 12062-2 (FUTURE PARK SITE)TRACT 1 (P (PHASE 6) ER ��c��A \t oR J7> ANC z KEY MAP SCALE: 1'=200' q LL 0 owa V z O nim=�oo M z� M 0) �o� 3 W z .E w"'i3-'v, gzm :t O tN + io'Riuz'mY-i3u Imo?` smo � y `i CD oz &oagqC�ex Fa V 'LSm �a rtp�LL3 pmw ® as ' w w o v zo°�o°io� U) O m U) z m h01wo��zz� 4 w m N CC --xx W 9 0. -Mu W 2 No �aw`iSUdry 0 Lu tnN W $w8g� 2 �z �pOZo F— N t0 ���qz�q 1-1llllm WaWap�zLL 6J® O gjQG U(wJ2� a+ 4W Q Optt ZO Y.Rw`LwS Qi.a F w O 1L 2x— MIN LLJI�F N 3<Oy� §��n� ♦� or��oi aTib lJ`�y t o �mzZ qLLZln gJpZ V W•�F'ViZQgW gmng pN�~Ir' �gQrrm ZWU Zq-WNO�TT o Z wow ofwm w LL ww'wLzu�oz= 0� Z W m W� 0 J m W Q Y Q> N q N w w S I— rg�a W�zm p y,,1 pg� qON W OgJ�pq Um ISL as 6— zNwaWln��p U) FWamwxw-Gwx r )NEER Qm'opr=ZU to 2I--Qp02>p VJ 2I -- H h Q W Z< QgOi qm a o�dr W < 5:2 yOZQ �"' g' Z Im zo�I o0axislsaa sR d W�'o--zt?'i-'p comba ww LU WF -mon goon o - w Z U m Z J Z Z v 0 F- W0c/)W C/) W W a CL < -r �0�/ 8 2 CL Lei.! LL H^ �! Z J CL uiLu =U � w Lu C/) o U)o U m U) w 0 UNOEROROUNDBERVICEALERT OF SOUTHERN CUORMA 2 LL, ,t s gE40RE yV 'eF � 0 i V � N 5 � n N 4 c F9"p"ONO seR mumu NEI aoarr 2BC9 m SHEET AT LEAST TWO DAYS BEFORE YOUOIG E d TREET PERMIT NO. g 5.1-12062 Ph 2 ;OB RECORDS No. ' OF 6 SHEETS GENERAL NOTES 1 ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE CITY OF BAKERSFIELD SFELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MAGE 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 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR 70 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 DUTY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS, THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR URUIIES 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, 1T 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 MICH 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 15 ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BURNING 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 CF 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 UABIUTY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGUGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY 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 PROMDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS 4ALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WELL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS), 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING ANO/OR UPGRADING AS PER CITY ENGINEER. 19, NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. SUBDIVIDER IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD THE EQ 0 W ORDINANCE, PRIOR T0. 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. S. RELATIVE COMPACTION OF NOT LESS THAN 959 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 UP OF GUTTER TO UP 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 'MOTH OF PAVEMENT (UP OF GUTTER TO UP 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 RESPONSIBIUTY 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 711E CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (IN)ERTS). I& 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 M20 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-79 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. CONTRACTOR SHALL COMPACT SUBGRADE TO 959 FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. 17. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAWNS. 1& LUMINAIRES SHALL BE SOLD STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 20 MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 22. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. COB ASPHALT CONCRETE PAVING NOTES L ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 0 (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS AND MESE SPECIAL PROVISIONS. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 13 (MODIFIED) ASPHALT CONCRETE SMALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4' MAXIMUM, MEDIUM GRADING. COB ASPHALT CONCRETE PAVING NOTES (CONTINUED) 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(6), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S REVIEW AND APPROVAL A A UST OF AGGREGATE AND ASPHALT SOURCES, B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CAUFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02 "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, IF THE DATA SUBMITTED SHOW'S THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET. AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9, PAVING SEAMS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER, 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER AN THAT WHICH CAN SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. THAN DE ET D ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. 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. 13. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REWIRED 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. 14, IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 967 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. 15. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR D. 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, 16. 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 UTIUZING 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. 17. 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 UNE 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. FULL WIDTH ST COB ASPHALT CONCRETE PAVING NOTES (CONTINUED) 18. 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 BEFINE 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 959 OF MAXIMUM DRY DENSITY. 19. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. CENTERLINE I 20VEMENTS PER CONSTRUC11ON PHASE "A" ATION 13+34.73 - 19+15.73) ST 11 _1.,,1. RIW I I (WEST SIDE) 26' LANDSCAP D PARKWAY _ VARIES 45' TO 49' VARIES 45' TO 61' I 26' LANDSCAPED PARKWAY (EAST SIDE) FUTURE i i L FL i i FUTURE C-2 1 15' 1 11' VARIES 34' TO 38' VARIES 34' TO 50' 11' 15' I R-3 (6 (SEE PLAN VIEW FOR STRUCTURAL SECTION) m g I 1 L!J I ! 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MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE El SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP OFFICE OF THE KERN COUNTY RECORDER. ST -10 *= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 **= EXISTING PUBLIC UTILITIES AND SIDEWALK EASEMENT (WIDTH IS EITHER }. THE FOLLOWING TYPICAL CROSS-SECTION AND ENGINEERING a n MANUAL STANDARD DRAWINGS SHALL BE HEATH ROAD -CONSTRUCTION PHASE A FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN 6' OR 7' -SEE PLAN) AS DEDICATED ON PARCEL MAP 12062-2 FILED CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN w THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC NOT TO SCALE THE OFFICE OF THE KERN COUNTY RECORDER. MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE 0 Q. z y; CENTERLINE ❑ ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS w m AND CONSTRUCTION PHASE LINE DESCRIPTION w w� STD. N0. "B" ❑ TYPICAL CROSS-SECTION SYMMETRICAL AND OFFSET CUL-DE-SACS u� PROPOSED IMPROVEMENTS PER CONSTRUCTION PHASE EXISTING IMPROVEMENTS PER CONSTRUCTION PHASE "A" INTERSECTION WITH A COLLECTOR ❑ ST -21 o a STA ION 8+70 - 12+50 HEATH ROAD -CONSTRUCTION PHASE B ® ST -1 CURB AND GUTTER TYPES "A","B" AND "C" ST ST �YNEER ,K n SURVEY MONUMENT 9' I 6'** H RIGHT-OF-WAY* (WEST SIDE) i 26' LANDSCAPED PARKWAY _ 1 VARIES 45' TO 46't FUTURE C-2 I 15' 1 11' l VARIES 34' TO i DIRECTED TO NEAT VERTICAL F I 2 ALONG CENTERUNE (OR AS w DIRECTED BY CITY ENGINEER). >� 99 "1 m'- «1.57-3.49= RIGHT-OF-WAY* VARIES 45' TO 51't TO 26' LANDSCAPED PARKWAY (EAST SIDE) FUTURE 1T' 15' I R-3 I 1 I ANG I I II i J'�i � NG ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ❑ D-20 SIDEWALK UNDERDRAIN (NORTH SIDE) � FINE GRADING, SIDEWALK AND r'":'{- ` i` i` -' - - - - - - - ----::�J MISCELLANEOUS SIGN DETAIL Cl FUTURE 1� ❑ ST -8 GATED ENTRY FOR PRIVATE STREETS ❑ LANDSCAPING PER SEPARATE PERMIT. >, r0. ;� �\ .'` .``\�'T '"/ CITY STANDARD PLATES TRANSITION AT INTERSECTION NTH ARTERIAL ❑ ST -16 PRIVATE LOCAL STREET CROSS SECTIONS 6" CURB & GUTTER (SEE PLAN VIEW FOR STRUCTURAL SECTION) ST -9 RESIDENTIAL CROSS GUTTERS El SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP ARTERIAL TRANSITION WITH BIKELANES AT INTERSECTION WITH ST -10 *= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 **= EXISTING PUBLIC UTILITIES AND SIDEWALK EASEMENT (WIDTH IS EITHER }. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE ❑ FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN 6' OR 7' -SEE PLAN) AS DEDICATED ON PARCEL MAP 12062-2 FILED CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC THE OFFICE OF THE KERN COUNTY RECORDER. MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE WORKS WEBSITE) OR COLLECTOR ❑ ST -19 ❑ ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS OFFICE OF THE KERN COUNTY RECORDER. CITY STD, NO. DESCRIPTION CLEANOUTS NQ CITY STD. N0. DESCRIPTION ❑ TYPICAL CROSS-SECTION SYMMETRICAL AND OFFSET CUL-DE-SACS INTERSECTION WITH A COLLECTOR ❑ ST -21 STREET KNUCKLE ❑ HEATH ROAD -CONSTRUCTION PHASE B ® ST -1 CURB AND GUTTER TYPES "A","B" AND "C" ❑ ST -31 COMPACTOR ROLL OFF SPECIFICATIONS ® ST -22 SURVEY MONUMENT El NOT TO SCALE "T" INTERSECTION EXPANDED ARTERIAL/COLLECTOR ST ST -2 MEDIAN CURBS TYPE "M" "M-1" & 'M-2" STREET LIGHT MAST ARM TYPE ❑ ST -32 HOUSE NUMBERS FOR CURBS ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS T-10 LEFT AND RIGHT TURN LANES ® ST -25 STREET LIGHT PULL BOX DETAILS - ® CENTERLINE MINIMUM ACCESS DESIGN ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ® ST -XXX EDGE CONDITION DETAIL PAVEMENT SECTION AND ❑ ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" ❑ ST -XX STREET LIGHT LOCATION PHASE LINE ❑ T-22 -WIRING El EXISTING IMPROVEMENTS PER CONSTRUCTION PHASE "A" PROP D IMPROVEMENTS PER CONSTRUCTION PH. ❑ ST -4.1 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C' El D-9 DRAINAGE BASIN MINIMUM STREET ACCESS SPACING ON ARTERIALS AND STATION 48+77 - 54+45 ❑ ST -5 COMBINATION SIDEWALK ❑ ST -30 D-14 CATCH -BASIN, TYPE "A" ST ST RN ❑ ST -6 DETACHED SIDEWALK ❑ D-15 CATCH -BASIN, TYPE "A-1" PART OF 6,**ftW 45' RIGHT-OF-WAY* 45' RIGHT-OF-WAY* ❑ ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ® D-17 GUTTER DEPRESSIONS RSP A88A 1 ' 21' LANDSCAPED PARKWAY 94' 1 ANnmAcE1 ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ❑ D-20 SIDEWALK UNDERDRAIN (NORTH SIDE) � ST -14 LOCAL STREET CROSS SECTIONS T-2 MISCELLANEOUS SIGN DETAIL Cl FUTURE 1� ❑ ST -8 GATED ENTRY FOR PRIVATE STREETS ❑ SW -2 MANHOLE TYPE "A" I El T-4ARTERIAL TRANSITION AT INTERSECTION NTH ARTERIAL ❑ ST -16 PRIVATE LOCAL STREET CROSS SECTIONS ❑ ST -9 RESIDENTIAL CROSS GUTTERS El SW -3 MANHOLE TYPE "A" INSIDE AND OUTSIDE DROP ARTERIAL TRANSITION WITH BIKELANES AT INTERSECTION WITH ST -10 CURB RAMP 0 SW -4 MANHOLE TYPE "B" ARTERIAL OR COLLECTOR ® ST -11 PAVEMENT PATCHES ❑ SW -5 STANDARD EIGHT INCH CLEANOUT OR COLLECTOR ❑ ST -19 ❑ ST -12 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOUTS NQ ® ST -13 STRUCTURAL PAVEMENT SECTION ® T-1 STREET SIGN, POST TYPE ❑ ST -14 LOCAL STREET CROSS SECTIONS T-2 MISCELLANEOUS SIGN DETAIL Cl ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL T-3 STREET SIGN PLATE MAST ARM MOUNT NEIGHBORHOOD DESIGN El T-4ARTERIAL TRANSITION AT INTERSECTION NTH ARTERIAL ❑ ST -16 PRIVATE LOCAL STREET CROSS SECTIONS ® T-5 ARTERIAL TRANSITION WITH BIKELANES AT INTERSECTION WITH 0 ST -17 MAJOR STREET CROSS SECTIONSN ARTERIAL OR COLLECTOR El0 ST -18 ALLEY CROSS SECTION T-6 COLLECTOR AT INTERSECTION WITH ARTERIAL OR COLLECTOR ❑ ST -19 SECONDARY AND EMERGENCY ACCESS 0 T--7 COLLECTOR TRANSITION FOR LEFT TURN LANE AT ❑ ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS INTERSECTION WITH A COLLECTOR ❑ ST -21 STREET KNUCKLE ❑ T-8 'I" INTERSECTION EXPANDED ARTERIAL/ARTERIAL STD CONFIGURATION ® ST -22 SURVEY MONUMENT El T-9 T-9 "T" INTERSECTION EXPANDED ARTERIAL/COLLECTOR ST ® ST -23 STREET LIGHT MAST ARM TYPE CONFIGURATION ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS T-10 LEFT AND RIGHT TURN LANES ® ST -25 STREET LIGHT PULL BOX DETAILS - ® T-20 MINIMUM ACCESS DESIGN ® ST -26 POLE NUMBERING ❑ T-21 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS ❑ ST -27 MINIMUM REFUSE CONTAINER PAD ❑ T-22 -WIRING El ST-28GATE DETAILS FOR REFUSE CONTAINER ANDF PIULLiGNAL BOXESN7ERCONNEC7 ❑ ST -29 ACCESSIBLE TRASH ENCLOSURES ® T-34 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND COLLECTORS ❑ ST -30 COMPACTOR ROLL OFF SPECIFICATONS **FIBERGLASS STREET LIGHTS NOT ALLOWED CALTRANS I. STANDARD PLANS THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STA. PLAN DESCRIPTION ® RSP A88A & B CURB RAMP DETAILS 'CUT TO NEAT VERTICAL FACE _0 ALONG CENTERUNE (OR AS o DIRECTED BY CITY ENGINEER). (SEE PLAN VIEW FOR STRUCTURAL SECTION) 1 = EXISTING PUBLIC UTILITIES AND SIDEWALK EASEMENT WIDTH IS *= EXISTING RIGHTAS DEDICATED ON PARCEL MAP 12062-2 EITHER 6' OR 7 -SEE PLAN) AS DEDICATED ON PARCEL MAP 12062-2 FILED MARCH 7, 201177 I WAY N BOOK 60 OC PARCEL MAPS, AT PAGE 153 IN FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. TIE OFFICE OF THE KERN COUNTY RECORDER, PER GPA/ZC NO. 09-0263 TYPICAL CROSS-SECTION CONSTRUCT 0.20' A.C. PAVING OVER 6" NAT. GRD. COMPACTED TO 90% fT Ii PnPARY Ar PAVIN41 I[WIYWT lIN 1'3' 1 (SOUTH SIDE) FUTURE PARK OR 1 LiFT STATION SITE i I FINE GRADING, MULTI -USE TRAIL AND LANDSCAPING PER SEPARATE PERMIT. CURB & GUTTER IW ov.00 - JD.1Y �lz o wig I 41 WILL NG SAWCUT TO NEAT VERTICAL FACE N ALONG LIP OF GUTTER (OR AS m o Ih' MAX DIRECTED BY CITY ENGINEER). ! o - � n 2 w l a .1.5JjG �``,- i m (SEE PLAN VIEW FOR 6" CURB &GUTTER a STRUCTURAL SECTION) STATION 12+50 - 13+35 JIAIIUN 12+01) - 13+60 TYPICAL CROSS-SECTION CONSTRUCTION_ PHASE A NOT TO SCALE _...�_ C3 z 0 N TYPICAL CROSS-SECTION PATE)B N D 2/26 O M CONSTRUCTION PHASE B PA J NOT TO SCALE " SOILS REPORT NOTE SHEET v ALL GRADING AND SUBGRADE PREPARATION SHALL CONFORM TO THIS PLAN, APPENDIX J OF E CALIFORNIA BUILDING CODE AS MODIFIED BY CITY OF BAKERSFIELD ORDINANCE, AND THE i GEOTECHNICAL INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. JOB No. 18-16836, STREET PERMIT NO, rn DATED OCTOBER 2, 2018, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL BE MADE 5.1-12062 Ph 2 0 A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. COB RECORDS No. OF 6 SHEETS CONSTRUCTION NOTES M CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD, DWG. ST -1. [21 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STO. DWG. NO. D-14 M3 CONSTRUCT TACK -ON TYPE "M-1" MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (DATED 6/2/99). [¢j SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCA11ON OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34, INTERMEDIATE PULL BOXES NOT SHOWN. ❑6 RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. ED BACKFILL AND COMPACT EXISTING TEMPORARY DRAINAGE BASIN PER SOILS REPORT RECOMMENDATIONS. ® CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A - CASE "A" Q CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" PER C.O.B. STD. ST -3 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION PARCEL 3 P.M. NO. 12062-2 (FUTURE PARK SITE) (L` 2 Qua Ct CID PARCEL 3 P.M. N0. 1206: (FUTURE LIFT ST, 4 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. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STO. DWG. ST -22. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTIUTY POLE -RELOCATE IF NOTED ON PLANS QQ STORM DRAIN MANHOLE - - - RIGHT-OF-WAY PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT QA STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN 800K 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. © 6' WIDE P.U.E. PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN PHASES "A" AND "B" HEATH ROAD CONSTRUCT MIN. 0,35' A.C. PAVING OVER MIN. 0.60' CL -11 AGGREGATE BASE OVER MIN. 1.05' NAT. GRD. COMPACTED TO 957 MAX. DENSITY 11=7.0 R=37 CENTERLINE AND CONSTRUCTION PHASE LINE ST (WEST SIDE) VARIES 45' TO 49' FUTURE 5' WIDE C-2 IGRADED SHOULDER GRADE 0 2:1 TO NAT. GRD PHASE "A" CONSTRUCTION ST VARIES 45' To 51'± ((EAST SIDE) I 26' LANDSCAPED PARKWAY FL-; ; FUTURE TO 401 In' 5' R-3 (SEE PLAN VIEW FOR STRUCTURAL SECTION) r FINE GRADING, SIDEWALK AND LANDSCAPING PER SEPARATE PERMIT. CURB & GUTTER -= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 •*= EXISTING PUBLIC UTILITIES AND SIDEWALK EASEMENT (WIDTH IS EITHER FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN 6' OR 7' -SEE PLAN) AS. DEDICATED ON PARCEL MAP 12062-2 FILED THE OFFICE OF THE KERN COUNTY RECORDER, MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. TYPICAL CROSS-SECTION (Al HEATH ROAD -CONSTRUCTION PHASE A NOT TO SCALE HORIZONTAL: 1"=50' VERTICAL: 1 "=2' w� g�w�aKg z o �p8 U�2W �� Cn lm mmxzo>`�' acd . zgEBH��u W Z E HIT3az�°';� f-" � w N ��NoLL Q > 6"_p' 01 E¢oo�3amW 4:XX N Wx ®�/� ou 1D Q �z9og�zb�p& v/ (� u' '^ 'Z R OyW Q�N1-WZ O vJ/1'w Q1cli 9 g 3 2s W w" S i W W N m Z N O 3 1Y3 N VSVW 6U N~m2C1 "'z 9&ifxgp8<a W w w z w� z �wy"Vwa'12zN oh 2q Utn�i ¢� a�d_�q3 >� RADIAL TABLE CURVE TABLE RADIAL 6EARINc CURVE RADIUS LENGTH DELTA TANGENT R1 S88.04'23"E C1 30.00' 48.19' 92'02'07" 31.09' C2 30.00' 45.90' 87'39'17" 28.80' C3 30.00' 48.23' 92'06'55 31.13' C4 30.00' 45.90' 87'39'17" 28.80' C5 30.00' 46.94' 8938'31" 29.81' C6 30.00' 48.58' 92'46'37" 31.49' C7 30.00' 46.24' 88'18'10" 29.12' CS 30.00' 46.84' 89'27'35" 29.72' C9 1466.00' 190.59' 7'26'56" 95.43' 129.49' STOCKDALE HIGHWAY Ci° 1500.00 258.34' 9'52'04" uaM W, wna p uN WM N F d CII (PER APPROVED P.M. NO, 12062 Ila- w" M U STOCKDALE HIGHWAY PHASES 1-3 STREET IMPROVEMENT PLANS) MVmM< i Il;j nn i II I ro J m� 0]V� J.» In II Jm Qj W pN I nu �ZM M NM �MMNU,J �M N•) �i na II o�ti1 _ro cV�jM F �pM Ise} ��.Mr M n 1529.36' 206.55' 7'44'17" 103.43' RADIAL TABLE CURVE TABLE RADIAL 6EARINc CURVE RADIUS LENGTH DELTA TANGENT R1 S88.04'23"E C1 30.00' 48.19' 92'02'07" 31.09' C2 30.00' 45.90' 87'39'17" 28.80' C3 30.00' 48.23' 92'06'55 31.13' C4 30.00' 45.90' 87'39'17" 28.80' C5 30.00' 46.94' 8938'31" 29.81' C6 30.00' 48.58' 92'46'37" 31.49' C7 30.00' 46.24' 88'18'10" 29.12' CS 30.00' 46.84' 89'27'35" 29.72' C9 1466.00' 190.59' 7'26'56" 95.43' 129.49' STOCKDALE HIGHWAY Ci° 1500.00 258.34' 9'52'04" uaM W, wna p uN WM N F d CII (PER APPROVED P.M. NO, 12062 Ila- w" M U STOCKDALE HIGHWAY PHASES 1-3 STREET IMPROVEMENT PLANS) MVmM< i Il;j nn i II I ro J m� 0]V� J.» In II Jm Qj W pN I nu �ZM M NM �MMNU,J �M N•) �i na II o�ti1 _ro cV�jM F �pM Ise} ��.Mr M n M J'M -d;3 Ig i[1 tM0 J0� (CV LLLL ri + IF lu I it . M} � I Hn jn II �M-a.. ...m ✓�p., ,.�,1 I jp III �j 1 ti FUTURE IMPROVEMENTS 4 aJ � WW1 p 0_ �mp ZWp M n•a� NJ N.- OJ .hh AO Zp z ^ aN N M « Q�r 80.34 0+00.00 ...:......:... F - . N µ w �- ......� w 352352 Q N ^� E; =m N I a K .EX/ST/N6 GROUND PROF. /CG Al" lEM<RL/N< V II I I 11 � I II I II I I ;I I � IIS STOCKDALE HIGHWAY SEE SHEET 5 uaM W, wna p uN WM N F d �VJ Ol Ilam Waal N Ila- w" M U F4 MVmM< FW 00 M w J V V ro J m� 0]V� J.» Jq Jm Qj W pN Np OH �ZM M NM �MMNU,J �M N•) NV M MOAiOM o�ti1 _ro cV�jM F �pM Ise} ��.Mr M M J'M -d;3 'i UJ. IJt Yu �J V'1 i[1 tM0 J0� (CV LLLL ri + N' pD0 . M} � MW ti�m �M-a.. ...m ✓�p., ,.�,1 .� ...1,���. WW1 p 0_ �mp ZWp M n•a� NJ N.- OJ .hh AO Zp Np1: ^ aN N M ow . ...:......:... :, . N µ ......� ... 352352 ^� !" .EX/ST/N6 GROUND PROF. /CG Al" lEM<RL/N< . .. .. .. .. .. .... .. .. .... .. .. _ ... .......................... .......... ...... .... .. ... ... .. . ----... --. 350 ---.: - - - -- _ __-_ _ --- -- - - 350 ...:. _.. �- +0.25% NOTE+' VERIFY'EXISTINGLOCATION AND ELEVATION ' ............ ........................................... OESIGV f[0lNE PR�7CE .. ..... .......... }025%... .................. IN FIELD, PRIOR TO CDNSYRUCTION AND NDl7FY $ _ +0.§Bx -0.57%' +02 5% OES/GN FLON2/NE PRI7EILE EN 1 E ANY EP S. GINEER F THERE AREA DISCR ANCIE 348 ......................................... _o.aoz. , o.zs% . -D.zs%..:................................I..:(%%1- .. A7.:.......................I.............I.............. . 348 8+00 9+00 10+00 11+00 12+00 73+00 14+00 15+00 16+00 00 18+00 19+00 4" 20+00 4590 «W WEST FLOWLINE PROFILE oIN aa7� ON R� « ,,..��{��1 i.� peMpep�p.- . . . . . . . . . . . . . . . . . . . . . . . . . . . . y . . . . . . . . . . . aM _ .�;,m am MM aNM WMmM aOM a MM .O+ ...Q. +..N 352: ga:...:...:...:...:...:... °g Q� �..:.. "06 ..m� ..:...:...:...:...:... Y �� ..:...:...:...:...:...:...:.. �N 352 JJ } . .N.� C,C] iai fie.p,lY HN MV �LL. .^ii+. . O� . Np , hO+i . . mLL �� �yayJJ 4w �d. .aMd . Ld} 966 Kl� . ........ .d '_' ery< q.LL. .. .....6� ... .......... ia. �LJ.X1577NG GrcOUP PROP '"AT C NTFRLV VE "' 350. �• - - _ -_ - • - _ - -. W . �e NOTE: VERIFY EXISTING LOCATION AND ELEVATION _ 350 .-• - - .. . . . . . . . . . . . . . . . . . IN FIELD, -PRIOR-TO CONSTRUCTI AND NO Y yJ, �. . ENGINEER•IF THERE ARE ANY DISCREPANCIES, . .. ............... .. .. .. 1... .......................... .. .. :..+0.25%.......... ......... ............. .. .. .... _ �A `',`�.. +015% OEgC,M f10X$/NE PROE/LE ' . (PNR.i'� a;1 � + �'S' J $ � "QY FZONUNE PRA�ILE . 0.42% 348 ........ :... :...:...:...:...:...:...:...:...:.... ...:..., (.Pru, a�....:...:.......:...:...:...:...:...:...:...:...: 348 8+00 9+00 10+00 11+00 12+00 13+00 D.25%'14+00 -0'25% 15+00 16+00 17+00 18+00 19+00 20+00 EAST FLOWLINE PROFILE 5.1-12062 Ph 2 I.O.B. RECORDS NO. 0 w UJI VJ Z z J w CL Q ZoN¢ 0 w0au d (N w ®a" <t pw�n. Z Q W uj �QQU Z W�rlw c, i..l... Jv ) F- Q Z U)Q m O U) SHEET 3 OF 6 SHEETS CONSTRUCTION NOTES CD CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B, STD. DWG. ST -1. M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 © CONSTRUCT TACK -ON TYPE "M-1" MEDIAN CURB PER C.O.B. STD. DWG. ST -2 (DATED 6/2/99). Q SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. ® RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. []j BACKFILL AND COMPACT EXISTING TEMPORARY DRAINAGE BASIN PER SOILS REPORT RECOMMENDATIONS. © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A - CASE "A" ❑9 CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" PER C.O.B. STD. ST -3 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTIUTY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION PARCEL 3 P.M. NO. 12062-2 I I ( Ima ISEE APPROVED SEWER ANDI`c I STORM DRAIN PLANS FOR I 1 g I TEMPORARY SUMP DETAIL I < _ _- - -I I ____ I I c 47_ _i 1 46 FUTURE I -4,8 IMPROVEMENtTTSSS'��� I I I 48+76 gg� 7' wlpE(Hj" 'O oM PR�SEO E.P. G'\ PARCEL 3 P.M. NO. 12062-2 ea (FUTURE PARK SITE) 4 INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50401 C.O.S. SPECIAL PROVISION SECTION 86-6.01 EIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `c.. EXISTING UTILITY POLE -RELOCATE IF NOTED ON PLANS O STORM DRAIN MANHOLE - - - - RIGHT-OF-WAY PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. -B 6' WIDE P.U.E. PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN FINE GRADING, SIDEWALK AND LANDSCAPING PER SEPARATE PERMIT. 6" CURB & GUTTE PARKWAY SECTION A -A STATION 50+62 TO 54+45 TRANSITION FROM PARKWAY SECTION A -A ST TO PARKWAY SECTION B -B IN 20' RW gvs I ml (NORTH SIDE) o>` FUTURE I 70 1r JN M+ HEATH W R-3 ROAD I I � SEE SHEET 3 0 � I + /J r-'�., 11 o I FINE GRADING, SIDEWALK AND �I LANDSCAPING PER SEPARATE PERMIT. uj 6" CURB & GUTTE 4G11 g 2(TYP) PARCEL 1 PARKWAY SECTION B -B P.M. NO. 12062-2 STATION 50+14 TO 50+62 RADIAL CENTERLINE RI NO]'16'36"E ILENGIH AND TANGENT C1 1534.00' PHASE LINE 0'33'00" 7.36' C2 PHASE "A" PHASE "B" 45.90' ST / C3 ST RW 87'39'17" 28.80' RW � 22.00' 45' RIGHT-OF-WAY* 45' RIGHT -OF -WAV* 11.00' NORTH SIDE 2j 1 LANDSCAPED PARKWAY ( ) C7\ 48.19' 92'02'07" (SOUTH SIDE) FUTURE I o' n' a 34' 6" 5' WIDE FUTURE PARK � 1534.00' R-3 I I GRADED s1+ouLDER I OR C8 om 568.22' 21.42'17" LIFT STATION SITE C9 1466.00' 427.15 16'41'39" 215.10' A ,`,^5%3VARE54'% 1500.00' 75.80' G- NAT. GRD FINE GRADING, SIDEWALK AND LANDSCAPING PER SEPARATE PERMIT. 6" CURB & GUTTE PARKWAY SECTION A -A STATION 50+62 TO 54+45 TRANSITION FROM PARKWAY SECTION A -A ST TO PARKWAY SECTION B -B IN 20' RW gvs I ml (NORTH SIDE) o>` FUTURE I 70 1r JN M+ HEATH W R-3 ROAD I I � SEE SHEET 3 0 � I + /J r-'�., 11 o I FINE GRADING, SIDEWALK AND �I LANDSCAPING PER SEPARATE PERMIT. uj 6" CURB & GUTTE 4G11 g 2(TYP) PARCEL 1 PARKWAY SECTION B -B P.M. NO. 12062-2 STATION 50+14 TO 50+62 POSE') E.P. 4SE I PAR t.. 3 7 WIDE P.M. NO. 12062-2 $ (FUTURE LIFT STATION) APPROXIMATE DAYLIGHT (LIMITS OF GRADING) PHASES STOCKDALE RANCH DRIVE ROXIMATE DAYUGHT LINE (UMITS OF GRADING) v Ati w�tir � h F `sz TRACT 7317 (PHASE 5) o 's< - °R/ RCT STATION 49+53 - 54+45 (SEE PLAN VIEW FOR STRUCTURAL SECTION) *= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. NSF W RADIAL TABLE RADIAL I BEARING RI NO]'16'36"E ILENGIH I DELTA TANGENT C1 1534.00' 14.73' 0'33'00" 7.36' C2 30,00' 45.90' 87'39'17" / C3 30.00' 357.35 87'39'17" 28.80' 9 � 22.00' 0'51'36" 11.00' 57 C7\ 48.19' 92'02'07" 31.09' C6 a 48.23' 92'06'55" 31.13' C7 1534.00' 440.80' 16'2751" 221.93' C8 1500.00' 568.22' 21.42'17" POSE') E.P. 4SE I PAR t.. 3 7 WIDE P.M. NO. 12062-2 $ (FUTURE LIFT STATION) APPROXIMATE DAYLIGHT (LIMITS OF GRADING) PHASES STOCKDALE RANCH DRIVE ROXIMATE DAYUGHT LINE (UMITS OF GRADING) v Ati w�tir � h F `sz TRACT 7317 (PHASE 5) o 's< - °R/ RCT STATION 49+53 - 54+45 (SEE PLAN VIEW FOR STRUCTURAL SECTION) *= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. NSF W RADIAL TABLE RADIAL I BEARING RI NO]'16'36"E I *-= EXISTING PUBLIC UTILIES AND SIDEWALK EASEMENT (WIDTH IS EITHER 6' OR 7 -SEE PLAN) AS DEDICATED ON PARCEL MAP 12062-2 FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER, PER GPA/ZC NO. 09-0263 TYPICAL CROSS-SECTION CONSTRUCT MIN. 0.30' A.C. PAVING OVER rf nio z MIN. 0.50' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TRACT 7317 F �` TI=6.0 R=37 NOTE "A": VERIFY EXISTING LOCATION AND a cri` (PHASE ELEVATION IN FIELD, PRIOR TO CONSTRUCTION +"' CONSTRUCTION CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY ¢i% 2 ry -N" PHASE B PHASE °p DISCREPANCIES. 98:70' VERTICAL CURVE 540' VERTICAL CURVE WESTSIOE PARKWAY RIGHT-OF-WAY v HORIZONTAL: 1"=50' 45.90' 4590' VERTICAL: -1"=4' ON CURVE ON CURVE �IlMIn pn> > + Cp+a 'poor Qj �@pj W OJ �W@ Jp' O �W SN py MST p<rn ,O 358358..................� ...... . .MM p M . . . . . . . . . . . . . . . . . `. in. irr m i � 354 :...........................:. $ :.. .. ..... ..... (aHAs� A") .. ..:.. ..:. ...... -. 3`54 -�ExsmucRox/aEaaoFaE . . . . . . . . . . . . . . . . . . . . : . . . . . ... . . . ... . . . . . .PROPOSED. F,lOWLiNE PROFILE PER "TRACT 7317 . DESrGN.RON1/HE It g nm W-STOCKDALE RANCH DRIVE CONSTRUCTION - ' PHASE 8"PLANS. SEE NOTE "A" ABOVE FPWAK-B' '.\ off' v oo 11tH _ oc� r$o wti o�vi n - 350 350 : - - +D.4 %- o> >> p> a . r <-' / }0.96%. �., oo. oma. ate. .006g .o �.+ -. EKS7JNG CROUV✓PROF/(� AICEN. ERUNE� __�- _ - M nm _ u, ems' - -- _ 'PROPOSED IMPR6VEMENiS PER "TRACT +A'.m "'vMi 7317.- STOCKUALE RANCH DRIVE . ... r. . . . . . . . . . . .. . . . . . . . CONSTRUCTION PHASE B" PLANS 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 NORTH FLOWLINE PROFILE 520• VERTICAL CURVE WESTSIOF PARKWAY RIGHT-OF-WAY 358. CURVE TABLE 48.19'E pNCURV. ON4C8.UR23,VE. CURVEI RADIUS ILENGIH I DELTA TANGENT C1 1534.00' 14.73' 0'33'00" 7.36' C2 30,00' 45.90' 87'39'17" 8.80' C3 30.00' 45.90' 87'39'17" 28.80' C4 1466.00' 22.00' 0'51'36" 11.00' C5 30.00' 48.19' 92'02'07" 31.09' C6 30.00' 48.23' 92'06'55" 31.13' C7 1534.00' 440.80' 16'2751" 221.93' C8 1500.00' 568.22' 21.42'17" 287.56' C9 1466.00' 427.15 16'41'39" 215.10' CIO 1500.00' 75.80' 2'53'43" 37.91' C11 150D.00' 492.43 184834" 248.45' CONSTRUCT MIN. 0.30' A.C. PAVING OVER rf nio z MIN. 0.50' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TRACT 7317 F �` TI=6.0 R=37 NOTE "A": VERIFY EXISTING LOCATION AND a cri` (PHASE ELEVATION IN FIELD, PRIOR TO CONSTRUCTION +"' CONSTRUCTION CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY ¢i% 2 ry -N" PHASE B PHASE °p DISCREPANCIES. 98:70' VERTICAL CURVE 540' VERTICAL CURVE WESTSIOE PARKWAY RIGHT-OF-WAY v HORIZONTAL: 1"=50' 45.90' 4590' VERTICAL: -1"=4' ON CURVE ON CURVE �IlMIn pn> > + Cp+a 'poor Qj �@pj W OJ �W@ Jp' O �W SN py MST p<rn ,O 358358..................� ...... . .MM p M . . . . . . . . . . . . . . . . . `. in. irr m i � 354 :...........................:. $ :.. .. ..... ..... (aHAs� A") .. ..:.. ..:. ...... -. 3`54 -�ExsmucRox/aEaaoFaE . . . . . . . . . . . . . . . . . . . . : . . . . . ... . . . ... . . . . . .PROPOSED. F,lOWLiNE PROFILE PER "TRACT 7317 . DESrGN.RON1/HE It g nm W-STOCKDALE RANCH DRIVE CONSTRUCTION - ' PHASE 8"PLANS. SEE NOTE "A" ABOVE FPWAK-B' '.\ off' v oo 11tH _ oc� r$o wti o�vi n - 350 350 : - - +D.4 %- o> >> p> a . r <-' / }0.96%. �., oo. oma. ate. .006g .o �.+ -. EKS7JNG CROUV✓PROF/(� AICEN. ERUNE� __�- _ - M nm _ u, ems' - -- _ 'PROPOSED IMPR6VEMENiS PER "TRACT +A'.m "'vMi 7317.- STOCKUALE RANCH DRIVE . ... r. . . . . . . . . . . .. . . . . . . . CONSTRUCTION PHASE B" PLANS 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 NORTH FLOWLINE PROFILE 520• VERTICAL CURVE WESTSIOF PARKWAY RIGHT-OF-WAY 358. 48.19'E pNCURV. ON4C8.UR23,VE. 358 . ...... .... .. . ........ .. ... ... . ... �'6��mu�go+p�0+600h R.9 R`5612! . o !2z �W nJ . . . . . . . . . . . . . .. .*. . .� . . . N fzONf/NE PROF/(E 92/'-A?OPRS`EO DEstiv RON/INE PRLFIZE - 354 ............:...:...:...:...: �� 'q� ...:. ��:.� + F'HAz197 - -= 354 N gym: . >r @ z PROPOSED FLOWJNE PROFILE PER °TRACT 7317 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +. . . . . . . . .I . . . . . �. .oV �. . .-STOCKDACE-RANCH DRIVE CONSTRUCTION PHASE 8" PLANS: SEE NOTE "A" ABOVE 350... n �. E,(/SI/NG GFDU/✓0 /NONLF AT CE F7FklLNF\ i' :6... k0.50%%. p> oo o> o> �' oy .M+...SoYi. yo o> o "' _. 350 }0.25 -- +0.60%+r, op ...... 112. +,o tea. ....pp .... Mesa.. o�..o��.. �J+n ....._._. . _0-6D vn �' -•- in �- +o, gym- +,n ^'>? -'�,� - ,� 06 ,t gym, +,n - "* YF, `-'" PROP SED IMP.ROVEME TS PER "TRACT fJE57CH koot E•PROfILE o ry . J "' n. "'. + of vi '�M+ n 7317 - STOCKDALE RANCH DRIVE . FPHA.S!' 9`)' 1i "!" w . ,Mq G'. M n CONSTRUCADN PHASE -87 PLANS 47+00 4$+00 49�+OOa a" 50+00 51+00 52+00 53+00 54+00 55+00 iW CROSS GUTTER I SOUTH FLOWLINE PROFILE (CONSTRUCTION PHASE "B-) 4D 2:1 TO NAT. GRD WITH PHASE "A" CONSTRUCTION poi wO .WN 1u "JF h axFwir"N>m.3. lZi gz �OW ��mw3 m Q wj�22(~j�W m W�v�aw m r�z z�oN� 03a �w��H nzam 0118¢ gR a oW �zW>�iiH�� x�z<wLw+w ax@ wm �OKW WH -W+- a80wD 0 w- 6 Z W N} STREET PERMIT NO. 5.1-12062 Ph 2 C.O.B. RECORDS NO. V Z M rn� W zzE Lu O4" V) z " Y Q 2 m N Lu m M Z o Y rN5 Lury ui N tql eo`Ad, U v C Z /<� 9 > uj E-�CV d WOpu) UJQQ 0 W cIfZ J 0'w )® Q w o Of U w -F F- �a z U) 0 U m O F_ 0 rn v a` n IDATE I PA JOB No. X26/2019 2 09M II OF 6 SHEETS CONSTRUCTION NOTES [1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. [72 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 [] CONSTRUCT TACK -ON TYPE `M-1" MEDIAN CURB PER C.O.B. STD, DWG. ST -2 (DATED 6/2/99). [4] SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. Q CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34. INTERMEDIATE PULL BOXES NOT SHOWN. Q RELOCATE OR EXTEND ALL UTILITIES (TRAFFIC SIGNALS, TRAFFIC INTERCONNECT, ETC. - COORDINATE WITH UTILITY OWNER. 0 BACKFILL AND COMPACT EXISTING TEMPORARY DRAINAGE BASIN PER SOILS REPORT RECOMMENDATIONS. Q8 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A - CASE "A" [331 CONSTRUCT COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" PER C.O.B. STD, ST -3 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL FLOWLINE STATION _(s- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND 50409 C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOLOLPHANE LWI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES OR EQUIVALENT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. A EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING LAUTY POLE -RELOCATE IF NOTED ON PLANS ® STORM DRAIN MANHOLE RIGHT-OF-WAY PROPOSED STORM DRAIN EXISTING EDGE OF PAVEMENT Q STREET RIGHT-OF-WAY DEDICATION PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. © 6- WIDE P.U.E. PER PARCEL MAP 12062-2 AS PER MAP FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGES 153-157 IN THE OFFICE OF THE KERN COUNTY RECORDER. SEE SHEET 6 FOR STRIPING & SIGNAGE PLAN HEATH ROAD (SEE PM NO. 12201 STREET IMPROVEMENT PLANS) (PREPARED BY RUETTGERS & SCHULER) 34927 E A` - - EXISTING IMPROVEMENTS _ . _ _ - - TGAS - GAS GAS GAS - - GAS - �AS GAS GAS -- EXISTING IMPROYEMEN7$ C\l o0.AAC SEE LANDSCAPE MEDIAN DETAIL B T- r -- -- T -- L 51J24 5 AY _- ==s=__-= s3+o1.t2 CENTERLINE/SECTION LINE IAC 3 _ 66 _ N89'27'57"W 67 35 19 351.42 35126 - 65 RELOCATE EXISTNG BTRE Y LIGHT CCNDUIT AC\C 3515]35,n6F51.53GAAGAS �"'-'-" GAS -- CAS GAS' GAS - AC 5162 �3" 0'< 1-, -,_ 351 60 35':.21 FPPROPOSED IMPROVEMENTS PER APPROVED "P.M.12062 AS --- GAS - qS e G.1=,,5Y.7STbCKDA1.E HIGHWAY PHASES 1 THRU 3" STR€ET IMPROVEMENT 1";F*�y-"'\a5o yo 51.11u�iEPLANS PREPARED BY PORTER & ASSOCIATES, INC. 1 1 > E9 -- - - - - - - - - - - - - - - - 11� L] !1 HEATH ROAD SEE SHEET 3 354 ............... ...................... £X STREET UGHT CONDUIT (TYP) - 1 PROPOSED EDGE OF PAVEMENT PER APPROVED "P.M. 12062 $TOCKOALE HIGHWAY PHASES 1 THRU 3" STREET IMPROVEMENT PLANS PREPARED BY C PORTER & ASSOCIATES. INC. Z N w PHASE "A" ST ST RIGHT ST RW ". I 21' LANDSCAPED PARKWAY I 1 (SOUTH SIDE) FUTURE R-3 - W EX 6" CURB &GUTTER _ VARIES n m r � q �/,✓ � , SAWCUT TO NEAT VERTICAL FACE, OR AS DIRECTED BY '��' ^ ���i\ i\ ;' FINE GRADING, SIDEWALK AND CITY ENGINEER, LANDSCAPING PER SEPARATE PERMIT. (SEE PLAN VIEW FOR STRUCTURAL SECTION) 6" CURB & GUTTER •= EXISTING RIGHT-OF-WAY AS DEDICATED ON PARCEL MAP 12062-2 "t= EXISTING PUBLIC UTIUTIES AND SIDEWALK EASEMENT (WIDTH IS FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN EITHER 6' OR 7 -SEE PLAN) AS DEDICATED ON PARCEL MAP 12062-2. THE OFFICE OF THE KERN COUNTY RECORDER. FILED MARCH 7, 2017 IN BOOK 60 OF PARCEL MAPS, AT PAGE 153 IN THE OFFICE OF THE KERN COUNTY RECORDER. EXISTING EP SAWCUT AND REMOVE 214 L.F.± EXISTING DRAIN GRATE OF EXISTING A.C. DIKE ^RELOCATE EXISTING REFLECTOR(S) TYP /"852 46 '35252 AO 76 3-2.09 35214 68, �AC AC 69 AC _ AC 70 III 4 35153 EXISTING A.C. DIKE -A 35173 3S,, 35!.57 35241 - n A(, 1C 351.56 uU \31 TNG STREET LIGHT UAS - GA - - GAS A AS G _ ---r- - T `FUTURE IMPROVEMENTS RELOCATE SEE EDGE OF PAVEMENT TRANSITK -N- i HORIZONTAL: 1"=50' VERTICAL: 1'=2' STOCKDALE HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 0.60' CL -II AGGREGATE BASE OVER MIN. 1.45' NAT. GRD. _ COMPACTED TO 957 MAX, DENSITY TI=9.0 R=48 72 GAS GAS TING STREET LIGHT PULL -BOX PLAN T 5 TYPICAL CROSS --SECTION NOT TO SCALE RADIUS=2' O K'oaK zww"ayyh��z .xOWwm03 no 0g�g$g� za'KO�'LL3 Zrw m 2 Gee I'u rcg�ww�w G ug z-am_ °rwg-MQ6' o 282. -iTa r, 8nL= � - N.g%_nzzy�1' ¢aaT '-au`5ww ���¢i�„�w'go�� is Naw - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -'� 1 CE STOCKDALE HIGHWAY i - '- --- - I 4.36 (9.00' RT) o 2. 65+71.12 9.00' R7 RADIUS=2' I L3.6 (13.00' RT) 37 65+71.12 (13.00'. RT) U a 64+72.71 CL 2' WIDE OPENING IN MEDIAN 1 o I I FLOWUNE n---_-____-__�_______ :50.36 '350.49 NG NO -------------------------------------1 B LANDSCAPE MEDIAN DETAIL 5 SCALE 1"=30' z w z U r M W Z E O Y ' N TO _� N LL ccY DO N W W N M 2 m4 N W N � 0 N I 9 4 U) ---_- - - GRIND 026 DEEP REGAR DOWEL (TYP) x 6 WIDE t0 KEY IN TACK -ON MEDIAN CURB 7 C TYPICAL SECTION (L NOTCALE r--------------------- - STO--- H------ ... -- -. ------------ K ALIGHWAY-�1 Wj j GRIND 0.20' (MIN) 1 1 AND OVERLAY - EXISTING GRADE BREAK - EXISTING AC DIKE TO REMAIN - I ® j 351 93 si fl 35178 35183 35198 352.12 1 35193 AC C6 /AC-G AC GB AC-GB1\ 9u S.D�e- -. _-�AS�G� -% - - n 351.65 M 1 N'-AR351 90'- 351.58 55J 44 3Si,54 + -6< r"AC -I-6 35190i=Pl CC '=F RC FL _ -r. E C t- AG J N� __\ iij EXISTING AC DIKE TO 8E REMOVED 1 51.70 EP �J I 77----� -- 69+67 177±' RT v55121 1 A^ - - - - - - - - - - - nC-F.= V-GUTTER-ENp 5t 84 AC AC -FL -V -GUTTER -ENI 67+526 (35.25' R7)/ - 68+26 35.25' RT 68+26 2&25' RT 69+00 29.25' RT W N 69+67 23.25' RT 51,46 EP I �s 1.42 EP 51.58 EP 150.]7 350 45 1 51.30 EP �-a ' NG 51.72 EP I 1 __________________________ ________-_____ ------------------- ---- ------------------------- ------------------ f `---- --- -----------------_---- ----------------------- ----- F --I .......................................................1 354 ................................. .... Mm.................................. I ......... �. .......m-..........,............................................- 352..................................... NO A VEN i N .E*ISTINGRLOORCAOON AND. . . . EY/STNG ED$E QF FAbSB�iVT PRdF//LEI.:. ....... 352 El V TIO I FIELD, P T i �, _ - - -- , FU7URE FLP%IINE AROALE CONSTRUCTION AND NO71FY, ENGINEER .- - r -: - - -.- - - IF (HERE .ARE ANY. DISCREPANCIES, . _ -. - - - - - - - - - (+0.257 . +0.23%,._ _.- ._ - _ -: __ -_ 350 ...... ....... ...:...:........ ...:.... ....... . ¢............_._ _..... -:.........r:= .-.`- -:.- -:- .. ..:...:.... ...... .:...:...:...:..... ..... ......... :...... .: 350 Ll(/JS/A/C GROONV PROF &F A .FOWL/NE GW FCOHLM PRW - (WASE it) 61+00 62+00 63+00 64-100 65+00 66+00 67+00 66+00 69+00 70+00 71+00 SOUTH FLOWLINE PROFILE CD1 EDGE OF PAVEMENT TRANSITION PLAN I'. SCALE 1"=30' m a � I I E TYPICAL SECTION 5 NOT TO SCALE STREET PERMIT NO. 5.1-12062 Ph 2 DATE � PA JC i L a 2/26/201911 2709M I 05 E m OF 6 SHEETS 0^W) I C N I .Z. I ® `\ ( ^v� 1 {. W®) O Z i 0ry i V 2/26/201911 2709M I 05 E m OF 6 SHEETS 11 HEATH ROAD CONSTRUCTION PHASE "A" NOTE (SEE PM NO. 12201 STREET IMPROVEMENT PLANS) (PREPARED BY RUETTGERS & SO ULER) STRIPING AND SIGNAGE SHOWN ALONG II STOCKDALE HIGHWAY SHALL BE DONE WITH II CONSTRUCTION PHASE "A" IMPROVEMENTS I II, � .._,_......W ... .. �._., _ ....MATCH E 1 1 SRM __, ...—. _... .......... 120 x 20' BAY TAPER ... RM _ ..,_ m. 8 63+01.12 _ -.s• t Yi I 4- i M _ S " I i I ,I HEATH ROAD SEE BELOW PARCEL 3 P.M. NO. 12062-2 (FUTURE PARK SITE) INSTALL TEMPORARY TYPE 3 BARRICADE WITH (3) OM4-3 AND (1) W31 (CA). � z Q O�Q -� oQw_ ti PARCEL 3 P.M. NO. 12062-2 (FUTURE LIFT STATION) SE E &CLOW �- pp PROPOSED ROWJNE ----------- RE STRIPING (TYP) I 1 I PARCEL 3 P.M. NO. 12062-2 PROPOSED TEMPORARY SUMP FENCE PROPOSED GATED- ---- 48+76.98 � STRIPING—(TIP) — T= _ _ ` INSTALL TEMPORARY TYPE 3 BARRICADE WITH (3) OM4-3 AND (1) W31 (CA). rj PARCEL 3 P.M. N0. 12062-2 (FUTURE PARK SITE) 11 11111 ljr�pjjj III I III HEAD !II SEE ABOVE R 6 I 6 2P FIJ „ 1 PAR EL 3 DRIVETWAY (FUTURE LIFT STATION) E SIGN & PAVEMENT DELINEATION N L 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. H 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. S. 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. N _ o �INSTAU, TYPE OMI -3 MARKERTYPE OMI -3 MARKER �RCPOSED E.P. INSTALL (3) TYPE OM2 -2V OBJECT MARKERS PER CALTRANS SID PLAN A73 FUTURE n DRVEWAY INSTALL TEMPORARY TYPE 3 BARRICADE ON SKIDS WITH (3) AND (1) W31 (CA). FuTURE " DRI VEWAY HEATH PARCEL 1 P.M. NO. 12062-2 �5 5 2 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. / HORIZONTAL: 1"=50' V 60 PAVEMENT D LIN 11ON�,EGEND oaf way e N X INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A,ffi o m z >< 0 A20B, AND A20D. NUMBER IN C) INDICATES DETAIL NO. ON "� i s STANDARD PLAN. � y g g m U) CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. ; g -.6 H? V' '- 5 REMOVE EXISTING STRIPINGoyg M z RM EXISTING STRIPING TO REMAIN m 4 o o o p � --a y. co " EX fn 2 -' NY PAINT MEDIAN NOSES YELLOW az�ko�a ® of d X INSTALL 12" YELLOW DIAGONALS AS SHOWN 50' MAX O.C. YTPv5z v_ { ) v5zo�N��o& Cn z a INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. w KK 7 N MATCH Ex.Q -n INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN.w LL o o W m m 1 µ ATCH ems, ....-.�--�" �- INSTALL TYPE VII(R) WHITE ARROW CENTERED IN LANE AS SHOWN. fiEwdw gog =- MATCH EX.® -- • `zowww�¢Ez� W uj �M o�a�x wwa s - tl0 F INSTALL BIKE LANE SYMBOL w/PERSON AND ARROW PER CALTRANS F �' p 00 -PT A STD. DWG. A24C u=� pocop - - awr;w Ew"- N STOP INSTALL WHITE "STOP" LEGEND AS SHOWN,�cR�o Q a AHEAD INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN max STOPsSn��" r� o w g NOTE: PRIOR 70 PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY HORIZONTAL: 1"=50' CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD m G = z z m CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE zw�iz¢wy'w CITY FOR APPROVAL 10 DAYS PRIOR 70 PAVING. �,-3aF-Ham'd'E CONSTRUCTION PHASE "A" NOTE STRIPING AND SIGNAGE SHOWN ALONG HEATH ROAD (NORTH OF STA. 13+501) AND STOCKDALE RANCH DRIVE (WEST OF STA. 54+451) SHALL BE INSTALLED WITH CONSTRUCTION PHASE "A" IMPROVEMENTS (REMAINDER OF STRIPING AND SIGNAGE SHOWN, SHALL BE INSTALLED WITH PHASE "B" CONSTRUCTION AND AT THE TIME THAT STOCKDALE RANCH DRIVE (FULL WIDTH) IS CONSTRUCTED AS PART OF THE TRACT 7317 - STOCKDALE RANCH DRIVE CONSTRUCTION PHASE "B" PLANS. VEHICULAR TRAFFIC SHALL BE RESTRICTED BY TEMPORARY BARRICADE(S) IN ORDER TO PREVENT ANY SAFETY ISSUES. YAKULL 1 P.M. NO. 12062-2 ,® / 9 �\ REMOVE EXISTING TEMPORARY BARRICADE (COORDINATE WITH CITY INSPECTOR PRIOR TO REMOVING) TRACT 7317 (PHASE 6) HORIZONTAL: 1"=50' TRACT 7317 \� (PHASE 5) STOCKDALE HIGHWAY (BY SEPARATE PLANS) If if In e VAS 10 /I II I I 1 Iiq II I nn ii i pii III z 11 I I I nR 4_ it 1 V���tll I� d K r Iltl W W Or ~� zo+oo.00 w w of —__— zom �o I --- --oa a-. ��----- �� � it I i ig II I y I r o it II I I ui Lu STOCKDALE HIGHWAY (SEE ABOVE) SIGN CODES SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN Rl-1 - STOP SIGN R3 -5(R) - RIGHT TURN ONLY R7-9 - NO PARKING BIKE LANE R11-2 N ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81 - BIKE LANE W7-6 (R) - ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) WI -6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) Wl-7 - TWO -DIRECTIONAL LARGE ARROW SIGN W3-1 - STOPAHEAD W3-3 - SIGNAL AHEAD W31(CA) , END R3-7 - RIGHT LANE MUST TURN RIGHT W7 CA - THRU TRAFFIC MERGE LEFT W7 A(CA) - RIGHT LANE TURNS RIGHT AHEAD NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. SIGN LEGEND EXISTING SIGN TO REMAIN. ® INSTALL NEW 1 POST SIGN. U INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING ® STREET LIGHT STANDARD. INSTALL NEW SIGN(S) ON RELOCATED ® STREET SIGN POST Q RELOCATE EXISTING SIGN. y REMOVE EXISTING SIGN T (SALVAGE TO CONTRACTOR). -� SIGN LOCATION 5.1-12062 Ph 2 :.O.B. RECORDS NO. p M V K U) U m Q� Q W Q J t-004- ZUN= W cW o CV W Q G ' r Waa< ®=mn-� Jz06 �Lu W _0® (7 �'dQUZ w � W �Q cnZ U) 0 O sl�t DATE 2/26/2019 PA JOB No. 2709M SHEET 6, i i OF 6 SHEETS C7 J CD ISL a ¢a p M V K U) U m Q� Q W Q J t-004- ZUN= W cW o CV W Q G ' r Waa< ®=mn-� Jz06 �Lu W _0® (7 �'dQUZ w � W �Q cnZ U) 0 O sl�t DATE 2/26/2019 PA JOB No. 2709M SHEET 6, i i OF 6 SHEETS