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HomeMy WebLinkAbout1.1-7317 PH 3 Record DrawingREVIEWED BY: STREET IMPROVEMENT PLANSfla OZ < ? TRATC3 7 17 BAKERSFIELD DATE REVIEWED BY: -- ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATEY STUART J. PATTESON RCE 44898 "I sslo_•�Illm���� PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF PADDINGTON STREET AND STOCKDALE RANCH DRIVE. ELEVATION = 350.57 (CITY DATUM) PER TRACT 7240-2 BASIS OF BEARINGS: 2,349 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: PARCEL 4 OF PARCEL MAP 12232 AS PER MAP RECORDED OCTOBER 3, 2017 IN BOOK 60 OF PARCEL MAPS AT PAGE 192 IN THE OFFICE OF THE KERN COUNTY RECORDER, ALSO BEING A DIVISION OF A PORTION OF THE WEST HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAE NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. STREETS VSOw EO'O Zd OO LOCAL STREET 2,349 LF WQOWm V'LOOWLL N�ji~.¢ww 0 0.20' A.C./0.40' A.B. 90,219 SF U'r7 W:L7ZQ:{00 o ao LF �SjNmOm Z W -Qv, w Nr c SF U.m Z z c z w' z... -Vio CONCRETE DRIVEWAY 5858 p1 D105idw{w a X CROSS GUTTER 1,503 SF rr)Zx STOCKDALE SURVEY MONUMENT ENCASEMENT HIGHWAY EA Quj(~UFj0 STREET NAME SIGNS 5 EA � I LL d Y p j Z p W WHEELCHAIR RAMPS I EA U'G_ .<wwww�N. I 7 FA O_m Q zz,-wwwz SAWCUT 108 LF EF Ly zOUW N 0 FE,TR 6,034 SF U Z¢ J Z D SHEET No. INDEX LLJ �, I OF ABBREVIATIONS N z � W d w¢ o F- ¢1-5[r�(n LC�p e Zwd.FA zwl— O TITLE SHEET W'� W CL- CENTERLINE 02 GENERAL NOTES OF 6 DWY- DRIVEWAY FL- FLQWLNE STANDARD DETAILS BCR- BEGIN CURB RETURN 03 ALTON COURT N"RIH HAIT OF ECR- END CURB RETURN T PONT OF INTERSECTION ® WATERFORD STREET EC- sECTON BC- BEGIN CURVE T 3O;., R.)6�N- PIVD- POINT OF INTERSECTION VERTICAL CURVE CT PROJEI POVC- POINT ON VERTICAL CURVE © WINOOSKI COURT SITEI BVC- BEGIN VERTICAL CURVE CHICHESTER COURT EVC END VERTICAL CURVE KERN COUNTY WATFR AGENCY PRC- POINT OF REVERSE CURVATURE KEY MAP LEGEND PCC- POINT OF COMPOUND CURVATURE VICINITY MAE NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS NOT TO BE USED FOR BIDDING PURPOSES. STREETS RECORD DRAWING BY; FRED W. PORTER, RCE 33440 EXR. GATE NOTES 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF LEE PERMIT. 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 3. ANY 'WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 4. 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. 5. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DQ NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADINGS AS PER CITY ENGINEER. " 7. 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 (WQ ORDER NO.. 2009-0009-DNJQ AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PFRMIT 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 5F15C381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. FUTURE PHASE 6 KEY MAP SCALE: V-200' VSOw EO'O Zd OO LOCAL STREET 2,349 LF WQOWm V'LOOWLL N�ji~.¢ww 0.20' A.C./0.40' A.B. 90,219 SF U'r7 W:L7ZQ:{00 6" CURB AND GUTTER 4,812 LF �SjNmOm Z W -Qv, CONCRETE SIDEWALK 23,692 SF U.m Z z c z w' z... -Vio CONCRETE DRIVEWAY 5858 SF D105idw{w a X CROSS GUTTER 1,503 SF rr)Zx ® SURVEY MONUMENT ENCASEMENT 7 EA Quj(~UFj0 STREET NAME SIGNS 5 EA � I LL d Y p j Z p W WHEELCHAIR RAMPS 4 EA U'G_ .<wwww�N. LED STREET LIGHTS 7 FA O_m Q zz,-wwwz SAWCUT 108 LF EF Ly zOUW N 0 TEMPORARY A.C. PAVING (0.20' AC) 6,034 SF U Z¢ J Z D SHEET No. INDEX LLJ LIST OF ABBREVIATIONS N z � W d w¢ o F- ¢1-5[r�(n LC�p LJ Zwd.FA zwl— O TITLE SHEET W'� W CL- CENTERLINE 02 GENERAL NOTES OF 6 DWY- DRIVEWAY FL- FLQWLNE STANDARD DETAILS BCR- BEGIN CURB RETURN 03 ALTON COURT ECR- END CURB RETURN PI- PONT OF INTERSECTION ® WATERFORD STREET EC- END CURVE BC- BEGIN CURVE ( BARRE COURT PIVD- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE © WINOOSKI COURT BVC- BEGIN VERTICAL CURVE CHICHESTER COURT EVC END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE KEY MAP LEGEND PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVEXO SHEET INDEX NUMBER GB- GRADE BREAK -- DIRECTION OF DRAINAGE HP- HIGH POINT BGN- BEGIN O CONCRETE MONUMENT -O- LED STREET LIGHT ,n, CB#12 CATCH BASIN w/NUMBER T PROPOSED STREET" NAME SIGN RECORD DRAWING BY; FRED W. PORTER, RCE 33440 EXR. GATE NOTES 1. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF LEE PERMIT. 2. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 3. ANY 'WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 4. 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. 5. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHT SPECIFICATIONS. 6. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DQ NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADINGS AS PER CITY ENGINEER. " 7. 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 (WQ ORDER NO.. 2009-0009-DNJQ AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PFRMIT 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 5F15C381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. FUTURE PHASE 6 KEY MAP SCALE: V-200' N_ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,l'y,�6tF OftE p�G �eqV, °xo p Fay` ,o DIAL TOLL FREE'. 811 _ AT LEAST TWO DAYS BEFORE YOU DIG L1—>_�i-1 ('h COB RECORDS No. VSOw EO'O Zd OO LLFZwi�2��U W WQOWm V'LOOWLL N�ji~.¢ww WO 5 �Z-�OWrjOnp2� E- � o Q4pTFuwW..~O U'r7 W:L7ZQ:{00 UJI �wzF >OLOtn ,'-- Qo3 p¢O .� �SjNmOm Z W -Qv, mwOwZ zp 6Nw �. L WW�EOw�4tn}� FFon cGia�'d� U.m Z z c z w' z... -Vio o a a zviwa-z a, Lu �. D105idw{w a X 0mn0 (J owo m z d } , ¢ w rr)Zx ® m >¢ r ¢ZO. mw�WIMF- Z Quj(~UFj0 dS.Z �Om N M .fl. � I LL d Y p j Z p W W} JwC1UIJi Ks�Q�O ry' U'G_ .<wwww�N. n �dir��0_�d_rL O_m Q zz,-wwwz ¢ m-0�j 0_0_C9 V) EF Ly zOUW N 0 1-ZZ84}- NF--mC�O�UU. U Z¢ J Z D LLJ ¢¢=ao>¢oF-. Z N z � W d w¢ o F- ¢1-5[r�(n LC�p LJ Zwd.FA zwl— W'� W =}Owi� WUD N_ UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ,l'y,�6tF OftE p�G �eqV, °xo p Fay` ,o DIAL TOLL FREE'. 811 _ AT LEAST TWO DAYS BEFORE YOU DIG L1—>_�i-1 ('h COB RECORDS No. 7L W d E- � o CO p, LCI m b UJI Z .� z N �. L U.m w J Lu �. n a X c/) (J N rr)Zx ® m < Iz m o W LU N M O ry' // JJry 1d J z W n N 0 7L U) W LL E- � o w CL LLJ Zaw z g a r''; �. L O w w Lu �. o 0 o - a U) CL LLJ z g a r''; �. L is qt LI =gyp. vJ 0 W LL (y) —� 1 # W // JJry 1d J N 0 DATE 5/31/2019 PA JOB No. 3104. SHEET OF 6 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE, LATEST EDITION, AND STANDARDS PERTAINING THERETO AND THE GEOTECHNICAL. INVESTIGATION PREPARED BY SOILS ENGINEERING, INC. DATED DECEMBER 15, 2011, SE! FILE N0. 17-16385, AND ANY ADDENDUM THERETO. THESE DOCUMENTS SHALL MAKE A PART HEREOF. THE CONTRACTOR SHALL OBTAIN A COMPLETE COPY OF EACH. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH THE PROPOSED CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. -C 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR Al - I NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN] AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE • OR VERIFYING DIMENSIONS, MEASUREMENTS AT THE 0 S S, DATA AND MEAo 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 'UNU TY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO E 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 UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO RONEY 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. REQUIREMENTS RE THE 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY Of Q OF THESE. DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12, THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED FNGINEER'S ESTIMATE FOR THE ''WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. 16. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE LAS BEEN OBTAINED. 17, ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE PARCEL MAP NECESSARY DEPOSIT FOR A STREET PERMIT. FOR TRACTS WITH PRIVATE STREETS P IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED 'WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER PROPOSED C.O.B. STD. DWC. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER °R'• VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 25' 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. 1. 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 SEA_ 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 81 THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A HE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AMC) 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 M20 SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL_ BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. CONTRACTOR SHALL COMPACT SUBGRADE TO 95% FOR FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. BELOW AND 1.0 FT. TO 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 PIANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PIIOTOCEIL (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 SHALT_ BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. COB STREET IMPROVEMENT NOTES (CONTINUED) CITY STANDARD PLATES ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD 0 LL od�o mom SPECIFICATIONS SHALL BE MET. PEW 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE I` TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF 20, MAXIMUM: SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WAD_ OR STRUCTURE SHALL BE 4:1, 1. THE FOLLOWING PROPOSED CITY OF BAKERSFIELD SUBDIVISION AND ENGINEERING DESIGN MANUAL STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTE. EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) FORM SMOOTH, TAPERED CONNECTIONS. ' "i'T ,,l `' MANHOLES & CLEANOU TS * SEE C.0.8. SID. DWG. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LFNGTH OF SLOPE PARAMETERS PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH DATE 5/31/2019 PA JOB No. 3104 CAN HE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT owzjp z.FmQ 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 ��=izw000m TOREVENT EROSION ONTO THE SIDEWALK. P CITY STD. N0. DESCRIPTION CITY STD. N0. DESCRIPTION CITY STD, NO. DESCRIPTION 21. SEE WAFER, STORM_DRAIN AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE ® ST -1 CURB AND GUTTER TYPES "A","B".ANO "d' RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 'L� >1VwIniC ST -20 SYMMETRICAL AND OFFSET CUL-DE-SACS ❑ SW -3 MAN HOLE TYPE "A" IN A. PART OF THIS PROJECT ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. o -a 14. 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 waoLL z?�n `J°aw REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT, THE CORRECTIVE o'mm�c��zzaw 22, MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY, ACTUAL LAYOUT, COLOR ❑ ST -2 MEDIAN CURBS TYPE "M" "M-1" & "M-2" A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR FI.s-oai-o��a� ST -21 STREET KNUCKLE EICW-4 MANHOLE TYPE "B" AND TEXTURED PATTERN SHALL OF APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. ❑ ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "A" ® ST -22 SURVEY MONUMENT ® SW -5 STANDARD EIGHT INCH 23. CONTRACTOR SHALL STAMP A "C' ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE 'B" ® ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE MAST ARM TYPE GRINDING SHALL CONFORM TO THE REQU.REMENTS 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 ❑ ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE 18. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO ST -23 STREET LIGHT ® SW -6 FRAMES AND COVERS COB ASPHALT CONCRETE PAVING NOTES ❑ ST -4.1 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C' ® ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION! DETAILS ® T-1 STREET SIGN, POST Tl 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B CONFORM TO ONE OF THE FOLLOWING: ST -5 COMBINATION SIDEWALK ® ST -25 STREET LIGHT PULL BOX DETAILS ® T-2 MISCELLANEOUS SIGN (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," ® ST -6 DETACHED SIDEWALK ST -26 POLE NUMBERING T-3 STREET SIGN PLATE M OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. ® ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ❑ ST -27 MINIMUM REFUSE CONTAINER PAD ❑ T-4 ARTERIAL TRANSITION 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR 'TYPE A (MODIFIED) OR TYPE 8 (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, ❑ ST -7.1 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "B" ❑ ST -28 GATE DETAILS FOR REFUSE CONTAINER ❑ T-5 ARTERIAL TRANSITION "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ❑ ST -8 GATED ENTRY FOR PRIVATE STREETS ❑ ST -29 ACCESSIBLE TRASH ENCLOSURES WITH ARTERIAL OR CO J. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND TYPE B (MODIFIED) ASPHALT CONCRETE ❑ T-6 COLLECTOR AT INTERS SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ST -9 RESIDENTIAL CROSS GUTTERS ST -30 COMPACTOR ROLL OFF SPECIFICATIONS OR COLI ECTOR ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT ST -10 CURB RAMP ® ST -31 COMPACTOR ROLL OFF SPECIFICATIONS ❑ T-7 COLLECTOR TRANSITIDI BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. INTERSECTION WITH A ST -11 PAVEMENT PATCHES ST -32 HOUSENUMBERSFOR CURBS 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE ❑ EXP CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR ® ST -12. TRENCH BACKFILL AND COMPACTION REQUIREMENTS ® ST -XXX EDGE CONDITION: DETAIL PAVEMENT SECTION T-8 'CONFIGURATION P APPROVED BY THE CITY ENGINEER. S I HE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE USE N T - ST 13 STRUCTURAL PAVEMENT SECTION ®INTERSECTION ST -XX STREET LIGHT LOCATION ❑ T 9 "Y' EXP 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CONFIGURATION FIGUTION CITY ENGINEER'S REVIEW AND APPROVAL: ST -14 LOCAL STREET CROSS SECTIONS ❑ D-9 DRAINAGE BASIN A. A LIST OF AGGREGATE AND ASPHALT SOURCES. �. ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ® D-14 CATCH -BASIN, TYPE "A" E] T-10LEFT AND RIGHT TURN B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE GN S DESIGN EI NEIGHBORHOOD® ❑ D-15 " CATCH -BASIN, TYPE A-1" T-20 MINIMUM ACCESS DESK REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ® ST -i6 PRIVATE LOCAL STREET CROSS SECTIONS ❑ T-21 MINIMUM STREET ACCT PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX ® D-17 GUTTEP. DEPRESSIONS ® ST -17 MAJOR STREET CROSS SECTIONS COLLECTORS (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ❑ D-20 SIDEWALK UNDERDRAIN ❑ T-22 TRAFFIC SIGNAL INTER C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY ❑ ST -19 ALLEY CROSS SECTIONAND PULL BOXES TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE ® SW -2 MANHOLE TYPE "A" ® T-34 MINIMUM STREET ACCE MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT El ST-19SECONDARY AND EMERGENCY ACCESS THEORETICAL COLLECTORS CONCRETE MIX SHALL MEET TIE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE .-FIBERGLASS STREET LIGHTS NOT ALLOWED - IG WAS PREPARED THE DESIGN MAY BE UP TO THREE 3 YEARS THE SAME WHEN THE DESIGN O THE CALTRANS STANDARD - PLANS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. OLD. CONT LL 'INHERE CONFORM TO EXISTING PAVED SURFACES, THE EXISTING 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 6. DOW ASPHALT CONCRETE PAVEMENT IS TO PAVEMENT IS TO BF SAN! CUT IN A NEAT STRAIGHT LING, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF CALTRANS STD. PLAN DESCRIPTION PAVEMENT. ® RSP A88A & B CURB RAMP DETAILS 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF z J ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD 0 LL od�o mom SPECIFICATIONS SHALL BE MET. PEW 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE I` TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF ���or�LLzaz CONSTRUCTION. I 10' f I 1 IP LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 9. PAVING SEAMS SHALL MATCH STRIPE --I ,. FINISHED PP.D 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER Y ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD-CONN,EQTIONS'ANO 'PRIVATE DRIVES, WHERE SHOWN h - ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED yT0 4z4 �o moo'io� 26 UUw FORM SMOOTH, TAPERED CONNECTIONS. ' "i'T ,,l `' MANHOLES & CLEANOU TS * SEE C.0.8. SID. DWG. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING ST -14 TO ST -17 FOR OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LFNGTH OF SLOPE PARAMETERS PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH DATE 5/31/2019 PA JOB No. 3104 CAN HE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT owzjp z.FmQ 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 ��=izw000m 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. IFI -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA awz�ioww¢� aza'-w>om TEST 375, �wozxzozoo 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 OF ADVISED THAT THE REQUIRED UZn f. '6 ZUZ RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 'L� >1VwIniC 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 z�ow�oa�F� 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. o -a 14. 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 waoLL z?�n `J°aw REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT, THE CORRECTIVE o'mm�c��zzaw No WORK SHALL BE AT THE CONTRACTOR'S EXP61.,E. mw�oy_'sar;n 15. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR FI.s-oai-o��a� 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. 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 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. 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 CRINGING 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 REQU.REMENTS 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. 18. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS STAN BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREENBDOK", 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 MIATFRIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% 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. C/I_ DOW 20' _ I I I 2' 0 'I ' / hP.l. FINISHED FAD 2' TYP.-- 2' TYP. 1 ii 5%-3.41 i 59-3.4% ----------------------------- -ROUGH ----- _------__--_. -ROUGH GRADE LINE (PER GRADING PLAN)** f PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. (SEE PLAN VIEW FOR STRUCTURAL SECTION) 60' RIGHT-OF-WAY A TYPICAL LOCAL STREET SECTION X11v NOT TO SCALE R W 0 -'-6" TYPE 'B" CURB & GUTTER N/ 4.5 WIDE SIDEWALK COMPACT UNDER CURB, CUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. FINISHED PADi- -- - q 2' TYP. I �k 2/ . M I SEE C.O.B. STD. DWG. S`-14 TO ST -77 FOR SLOPE PARAMETERS 72.67 -- 23' ' T bl ��SIDEWALK'/ �\ /-LANDSCAPING V, i 26' `ROUGH GRADE LINE (PER *� PAVING CONTRACTOR SHALL REVIEW h UTILITIES ARE INSTALLED AND INCLUDE IMP FOR SUBGRADE COMPACTION SEE PLAN VIEW FOR STRUCT 52' RIGHT -OF - _R W TO I18'-_-__�I III -_--- ig•�� 6" THICK CONCRETE- 6" THICK CONCRETE (TYP) (TYP) 60' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL _____i2.bT i' SIDEWALK EASEMENT TO BE 11' 71' BACK OFi WALK DEDICATED ON FINAL MAP /, --_-_- _. )--f--_'M N __ _ J T- , e\' se T LANDSCAPING LANDSCAPING- i a HI i I w! i I rS!DEViALK� � n �" I SIDEWALK' `nl li\ , -/ COMBINATION L LANDSCAPIXG <T SIDEWALK � �. �I p I �7 �� i "� T _10.'NALK J18- .8'I 6" THICK CONCRETE 2C Y 6" TRICKCONCRETE (TYP) 52' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) RECORD DRAM"] G DRIVEWAY DETAIL - w BYt FRED W. POKRTLR, RCE 15.5'- 15.5'- \ 1' SIDEWALK EASEMENT TO DEDICATED ON FINAL MA 4' THICK CO (TYP) SIDEWALK CUL-DE-SAC OR KNUCKLE 4" .THICK CON DRIVEWAY DETAIL (TYP) q' �X LANDSCAPING SPACING ON ARTERIALS AND NECT - WIRING SPACING ON ARTERIALS AND I I i N A { FINISHED PAD NSAI 2' TYP,-- 50;-3 4% YP;-5;-3.4% A 11 T _ 3RADING PLAN) GUTTER GUTTER 44/ 4.5' VIDE 6" TYPE "B" CURB & ' ,UGH GRADING AFTER 1 SIDEWALK REEXPORT QUANTITY \ / -COMPACT UNDER CURB, IN BID. GUTTER AND SIDEWALK RAL SECTION) (TYP.) 6" MIN TO 90% MAX. DENSITY. VAY EXR�1iaTE COB RECORDS No. 3 V A s' z J SII 0 LL od�o mom OR TO OBTAIN LATEST .z,w-�n Z WL llllli ���or�LLzaz Ili wiazyowms ®C 1 T f7FWZ >F a Fom GozHmv;w AND OUTSIDE DROP y�e C) J z Lu <�� SII ¢ �io�INw.-mnw�"- ���F ILLI LJm z �xLL�r g' f� PZ V j (D 4z4 �o moo'io� 26 UUw E,4NOUT MANHOLES & CLEANOU TS z 3 m 5 o z I W, m p U U 6 U ZZC u,Z pOn DATE 5/31/2019 PA JOB No. 3104 AL owzjp z.FmQ ARM MOUNT ��=izw000m INTERSECTION WITH ARTERIAL 1 BIKE LANES AT INTERSECTION ;TOR awz�ioww¢� aza'-w>om �wozxzozoo ON HITTER ARTERIAL UZn f. '6 ZUZ 'L� >1VwIniC 7ft LEFT TURN LANE AT LECTOR z�ow�oa�F� ED ARTERIAL/ARTERIAL STD o -a ED ARTERIAL/COLLECTOR STD waoLL z?�n `J°aw o'mm�c��zzaw NESFIT mw�oy_'sar;n FI.s-oai-o��a� SPACING ON ARTERIALS AND NECT - WIRING SPACING ON ARTERIALS AND I I i N A { FINISHED PAD NSAI 2' TYP,-- 50;-3 4% YP;-5;-3.4% A 11 T _ 3RADING PLAN) GUTTER GUTTER 44/ 4.5' VIDE 6" TYPE "B" CURB & ' ,UGH GRADING AFTER 1 SIDEWALK REEXPORT QUANTITY \ / -COMPACT UNDER CURB, IN BID. GUTTER AND SIDEWALK RAL SECTION) (TYP.) 6" MIN TO 90% MAX. DENSITY. VAY EXR�1iaTE COB RECORDS No. 3 V A s' z J SII � / � 1/J In C/ "i / ®' Z WL llllli W < li Ili ®1II ®C 1 �. LJ o y�e C) J z Lu <�� SII (<� `�' ILLI LJm z Lu g' f� PZ V j (D I m z o Iw I I I DATE 5/31/2019 PA JOB No. 3104 SHEET 2 OF 6 SHEETS F CONSTRUCTION NOTES 1 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 0 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. L] CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. L61 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. []7 SAWCUT TO NEAT, CLEAN VERTICAL FACE THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. INSTALL TYPE 3 BARRICADE WITH W31CA & OM 4-3 SIGNS. FL = FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FI_OWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. c T- X MANHOLES, CLEANOUTS VALVE .OVERS MONUMENT ENCASEMENTS, _ft,. 10 ADJUST ALL E.ISTING M , FINISHED GRADE PER CITY STANDARDS. b INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODELS INCLUDE HOI.OLPHANE LVUI SERIES, LEO TEN 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. GO EXISTING SURVEY MONUMENT (PROTECT IN PLACE) Os PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) Oc PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 0 PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORY DRAIN PLANS) PROPOSED STREET CENTERLINE --- PROPOSED STREET RICHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) - - -- - EXISTING SEWER MAIN — =-= EXISTING STORM DRAIN RADiAL7 w ow R1 STREET RIGHT OF WAY DEDICATION IN 36:57"E � 17'38'16" 345.66' -- -- -77 1.738'16" 348.77' I C4 29 o� 14.65' PER DOC. No. 219061546 O.R. 330.67 ori Ui o TRACT 7317-6 iI C.O.B. STD. DWG. T-24. ter- In rc aN N d F w SEE NOTEA"\ 0 O J a (FUTURE) oIT a II u a o o m� -- -- - _ — TEMPORARY TURNAROUND DETAIL �o oQ www 0W ooh M... Iz 3 52 3 352......... TRACT 7317-6 U Oi 3 > U N o�d�1sl�aa * 5�P �O I .Im CgU 0 + ¢a`a + SEE DETAIL 3 �J (FUTURE) +m M ......... .... ................. oI m+ M 2 :...:.. W9H .. .......... .. .. ..........-......... + .... --... ....... 4 + rn 7 N $ TJ N OU y a J 3 m d 4 4 n SHEET 3 OF 6 SHEETS oNm �� 6 a 5 4 'I �I 10 n 11 ... .. 346 LL 13 ; ... 12+00 o LL .... 14+00 Malo .. 16+00 ... .. ... 17+00 18+00 .... ... ... .. .. ... 19+00 20+00 `1 p r EAa ERR ICT7� lrJ%� N cOo "I , + LL n b n _ NJ NORTH FLOWLINE PROFILE TJ voi IIS N VERTICAL CURVE v«ss.2750sa� �w ro ¢U - ----- 1 II U � TYP Vl _ - IK .t mWIC _V 5_� it N �^ ❑ C1CO2 - 35`2.. C>M O o� _ 1+6697 - N M U �. MM„l II II II — t— _ p0 T �F M, 352 . oU H, C05 RADiAL7 BEARING R1 N25"0452"E - IN 36:57"E 02 2228.00' 685.8_6' 17'38'16" 345.66' -- -- -77 1.738'16" 348.77' I C4 29 0'45'13" 14.65' _2_22 CI 5 2228.06''656.55' 16'53'03" 330.67 r m .rtn o TRACT 7317-6 iI C.O.B. STD. DWG. T-24. ter- In rc aN m F w SEE NOTEA"\ 0 - 'I a (FUTURE) oIT a II u a o o M -- -- - _ — TEMPORARY TURNAROUND DETAIL �o oQ www 0W o�� M... Iz 3 52 3 352......... .... o2P 4tiE a W 3 > U iM. o�d�1sl�aa * 5�P scALE 1 3D .Im CgU 0 + ¢a`a + ro �- ���// W Z L1._ ......... .... ................. a- ! + Vl 2 :...:.. W9H .. .......... .. .. ..........-......... + .... --... ....... + rn OU N $ M N OU y _ m d 4 4 n SHEET 3 OF 6 SHEETS oNm m a T n N 'I �I 10 n 11 ... .. 346 12 13 ; ... 12+00 o - 13+00 .... 14+00 .............. 15+00 .. 16+00 ... .. ... 17+00 18+00 .... ... ... .. .. ... 19+00 20+00 `1 N cOo "I + LL U b 60' NJ NORTH FLOWLINE PROFILE TJ voi T CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 1 0 12f N N 1 m + 2 J 4 -� - 19+4E z i r,1 -- 3 TYP =- 2 1- I 16 15 14 + + a O 6, HORIZON FAL: 1"=40' VERTICAL: 1"=2' RADIAL TABLE RADiAL7 BEARING R1 N25"0452"E R2 IN 36:57"E CURVE TABLE ICURVE RALENGTH DELTA TANGENT Cl 2208.00' 679.70 17°38'16" 342.56' 02 2228.00' 685.8_6' 17'38'16" 345.66' C3 2248.00' 692.02' 1.738'16" 348.77' I C4 29 0'45'13" 14.65' _2_22 CI 5 2228.06''656.55' 16'53'03" 330.67 � U ww 1i?o W. zWe�K wm zww `a �.o � ioFSLLz z U� O oz �N ui� wws�_szwWQSLL N 6Kwl-t7p��p �'a000wL' wo R&0sLL3�`'�w y p U V 6 W U (���OWZN�pn o �o w "3 �iwa W a «xoz`~P �o oom oo;'d�wazoa zC���w¢Fo'o <w F¢wrNZoa 'nowwwuxoz� a L([20WV6 U F O w r¢ Uw G O Ow ?-Ow(jOd�r Q ,nZJ p10 W U W 6 p �p �LLk �zoz5p_ awo�wwiwom 1 ' TRACT 7317-1 p<oo>Nm 0o omin c�'"zz�w (EXISTING) � � 1Y20d'WZp 1J. � 11 F��.FOp KQ`c / u ' r7 T/' 1 - I 19+96 6`'_ _ I '9' 52 cXIS11NG, 5IGU I I � I Im Ir-- i TRACT 7317-1 w� (EXISTING) j ' cHICH�S �X t w upJ TIP1G) I — � APPROXIMATE DAYLIGHT LINE cum to y ( I n9` PG NSF W31(CA) - END Ii 1I _ o85 9 e s I I ATj 0.83% L v iT f � _ I cute I TEMPORARY TURNAROUND EASEMENT IN J TEMPORARY PAVING SHALL BE ' FAVOR OF THE CITY OF BAKFRSFIELD PER (MIN.) 2" THICK A.C. PAVING OVER DOC, NO. 219061547 O.R. 6" NAT. GRD. COMPACTED TO 959 I REL DENSITY WF(H A 6" AC DIKE b 0 z_ M rn o VERTICAL CURVE �p / \ > U c v _ M /7 ® X 0 N < `m (� U) Z m m N �Q W Z N O z U N W UJ N M o O Q ry� LL w I AROUND THE CUL-DE-SAC PER -ten n �•>- m p ' r m .rtn Iov w iI C.O.B. STD. DWG. T-24. ter- In rc aN m F w SEE NOTEA"\ 0 48 a o e MSM>. a II u a o o M -- -- - _ — TEMPORARY TURNAROUND DETAIL �o oQ www 0W o�� M... Iz 3 52 3 352......... .... o2P 4tiE a W 3 > U iM. o�d�1sl�aa * 5�P scALE 1 3D .. + ¢a`a + �- ���// W Z L1._ b 0 z_ M rn o Lu z .� o N �p / \ > U c v _ M /7 ® X 0 N < `m (� U) Z m m N �Q W Z N O z U N W UJ N M o O Q ry� LL w r� �M rnNj - a EX/SDNG'GROUND PROFILE AT CENIERL/NE�z I� `k"'VJJ q\\yI W ce .. .:.. SEE NOTEA"\ 0 48 W a _ rn w w 350:_. �. www 0W mIU 50 .... o2P 4tiE a W 3 > U .: . . ...... .......................... ............. ..... ... ..... Oq o�d�1sl�aa * 5�P LJJ �\ LjJ ���// W Z L1._ I i L 0 ......... .... ................. a- ! ..........:. 2 :...:.. W9H .. .......... .. .. ..........-......... + .... --... ....... + rn ,. b 0 z_ M rn o Lu z .� o N �p / \ > U c v _ M /7 ® X 0 N < `m (� U) Z m m N �Q W Z N O z U N W UJ N M o O O � ry� LL r� 348 :...:...:...:.. - I� `k"'VJJ q\\yI W ce .. .:.. SEE NOTEA"\ 0 48 W a Z �w w w LU www 0W \HEER b/ �b o2P 4tiE a W 3 > U o�d�1sl�aa * 5�P LJJ �\ LjJ ���// W Z L1._ I i L 0 ......... .... ................. a- ! ..........:. 2 :...:.. W9H .. .......... .. .. ..........-......... + .... --... ....... ,. 0 y _ DATE 5/31/2019 PA JOB No. 3104 SHEET 3 OF 6 SHEETS 346: `DES/GN FLDWL/NE PROF/LE. - ... .. 346 ; ... 12+00 .. - 13+00 .... 14+00 .............. 15+00 .. 16+00 ... .. ... 17+00 18+00 .... ... ... .. .. ... 19+00 20+00 `1 60' NORTH FLOWLINE PROFILE voi IIS N VERTICAL CURVE �w ro ¢U oC USO II U � Vl IK .t mWIC it N �^ - 35`2.. C>M O o� OVwiIMO>W 6 �� N M U �. MM„l II II II N p0 T �F M, 352 . oU Q: rn c - z Nm Baa= I "� ow EXIS77NC CROUNO PROf"/L'E AT CEN7FRL/NE� w 350 ci 350 - H ---- -- - - .- I .... RECORD DRAWING J 348: SEE NOTE '"A 438 Lr , -E e :3"!'?,4"/i$'._.�.._...,� PORTER, emif 237) -+0:23% - __ FLON2/NE PROF/LE : : :. 34 6 346-11. .. : : .. : :. .DES/GN :.. : .. ..: .. : .. .. .. .:.. .: .. [,�-"� 311 p h-3 a 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 qOl ITH PI PITH INF PIP01711 17 COB RECORDS No. b 0 z_ M rn o Lu z .� o N �p / \ > U c v _ M /7 ® X 0 N < `m (� U) Z m m N �Q W Z N O z U N W UJ N M o O O � ry� LL r� I� `k"'VJJ q\\yI W ce W a Z �w w w LU www 0W \HEER b/ �b o2P 4tiE a W 3 > U o�d�1sl�aa * 5�P LJJ �\ LjJ ���// W Z L1._ I i L 0 0 Or z a- ! - 2 W9H r� 4! 0 y DATE 5/31/2019 PA JOB No. 3104 SHEET 3 OF 6 SHEETS CONSTRUCTION NOTES 'CURVE. RADIAL TABLE CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STO. DWG. ST -1. ADJUST ALL EXISTING MANHOLES, CLEANO'UTS, VALVE COVERS, MONUMENT ENCASEMENTS, E"fC. T GRADE PER CITY STANDARDS. RADIAL BEARING -15'30"E ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. SI -5 823.82' ❑3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 415.54' -O <1 ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. SAID. DWG. ST -10. R2 N24°1559"E 18°31'30" ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. D-14. C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. R3 N13"2703"E ❑6 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. 2'57'57" MODELS INCLUDE HCLOLPHANE U/UI SERIES, LEO TED GCI SERIES, GREE XP SERIES ❑7 SAWCUT TO NEAT, CLEAN VER i'ICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. - C5 E INSTALL 1"YPE 3 BARRICADE WITH W31CA & OM 4-3 SIGNS. CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STC. DWG. ST -22. 8019'21" FL = FLOWLINE STATION EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 2588.00' ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 209.65' ALL PROFILE STATIONING 15 BASED ON fTAWUNE. DATA UNLESS OTHERWISE NOTED. PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) NOTE "A": 'VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION ANC NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. C8 - PROPOSED STREET CENTERLINE [94.13'22" -- PROPOSED STREET RIGHT-OF-WAY 2588.00' 128.40' 2°50'33' 64.211'' C10 _2568.00' l 178.92' 3°59'3189.50 i l ECit 12 N 484.75' 10°48'55" 3°43'03 243.09' 83.34' / V 06 U a U TRACT 7317-6 °Y URZo O (0 (FUTURE) X + 0a 14i 2 zpua2zo3a V'N - omo i U,p^s Z ww>j0=oil¢ mwzwmmw�mo VJ � ,1� Fu Re /MFR PFR 0VEMEN - -� QLLJ 8 ICTI 0 o „X LU NM g a s w o zo o¢ W z N o -- ---� -7 l w Yi PROPOSED o TEMPORARY SUMP o m (SEE GRADING PLAN) CURVE TABLE 'CURVE. RADIAL TABLE ILENGTHI ADJUST ALL EXISTING MANHOLES, CLEANO'UTS, VALVE COVERS, MONUMENT ENCASEMENTS, E"fC. T GRADE PER CITY STANDARDS. RADIAL BEARING -15'30"E Cl FINISHED 823.82' R1 N28 415.54' -O <1 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND R2 N24°1559"E 18°31'30" HXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. R3 N13"2703"E 133.97 2'57'57" MODELS INCLUDE HCLOLPHANE U/UI SERIES, LEO TED GCI SERIES, GREE XP SERIES __ R4 N09°44'00"E 20.00' 34.17' F r 'EER. OR EQUIVALENT AS APPROVED BY CITY ENGINEER. - C5 20_.00' CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STC. DWG. ST -22. 8019'21" C* EXISTING SURVEY MONUMENT (PROTECT IN PLACE) 2588.00' Os PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) 209.65' © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 29.61' Co PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - C8 - PROPOSED STREET CENTERLINE [94.13'22" -- PROPOSED STREET RIGHT-OF-WAY 2588.00' CURVE TABLE 'CURVE. RADIUS ILENGTHI DELTA TANGENT' Cl 2548.00' 823.82' 18°31'30" 415.54' C2 2568.00' 830.29' 18°31'30" 418.80 �C3 2588.00' 133.97 2'57'57" 67.00' C4 20.00' 34.17' 97°53'56" 22.97' C5 20_.00' 28.04' 8019'21" _.16.88' 1 C6 2588.00' 1418.39' 9°1546" 209.65' C7 20.00' 29.61' 84'49'06" 18.27' C8 20.00 32.89' [94.13'22" 21 53' C9 2588.00' 128.40' 2°50'33' 64.211'' C10 _2568.00' .- 178.92' 3°59'3189.50 ECit 12 2568.00' 2568.00'1156.62' 484.75' 10°48'55" 3°43'03 243.09' 83.34' o� oaUO wm OtJ d N - PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) N z w z w a i o w ¢ a o Z W w vlmw Iwai=o M z M. Fw>m2 wiaz~zww�o moJm ♦�y F W;u7 0. rcm� a vJ C9 wzic��i�zm a W z �iowazmw= a I'_ } .- N o. -F vmi�s LL�3 Q LID m m ���z000m� =s > a U a U °Y URZo O (0 Q X awoW 3�amm 0a 14i 2 zpua2zo3a V'N - omo U,p^s Z ww>j0=oil¢ mwzwmmw�mo VJ � QLLJ 0 o „X LU NM g a s w o zo o¢ W z N o PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) CO N - PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) �ac�ia�'""Sm6 ° z a i o w ¢ a LL,j Z W N M oz riza Fw>m2 EXISTING SEWER MAIN z w o W F C9 a o EXISTING STORM DRAIN ? 0 1° � w 2 LL m Lu <. W- o V 0 O W LL N VIW72ZQUZp� ® I m�ow�oao�� lLLl m wrQz>Qpm Jzolz �a0,&wzo2G wm � oi�rcwwu,wom � L o�2vwi x �?oLLz>mmaw �qQ w owgGz�22¢m baa yyw Too3w'>� m� ¢ T--oa�U�¢� mo oz ry 27 _ a 17 26 + + 18 N 2524 o = 19 N 23+ + 21 � 20 u r, 1, 2 w a I _ - �a -- - - - -- TYR IT o _ _ _ _ _ Q � _ _ i i o _ _ - _ - - _ ER 7'18+36.3b - - - NTS -- cXISTiN TRACRO 3�F_ T ____s � 1 �•, i �7 ��\ \ }j069 d Ci _ - - _ _ _ � 8+36 38 � -- ----- -- - - ---- - - _ _ -- --- - r 5 .5088 __-_-_ N _ I J 20+ Lc9Y\ / _ - ---- T Ll 59 4TYP� _____--_ � 2 / / 1 o 9 _ _ 3 TYP ♦ [ I 4 TYP7'-2 °:� TRACT 7317-1 x ESCE� °o �w �o (EXISTING) CN�C� 29 m q� z � � o n � ,\ '\ • ow 47 der � Gi 1m "° w�N00SLr oaf 30 31 f 32 33 mo _ Or7 lSF �� r7N 4 Nm 1 I1 \ ,jn ONN FU- r+iw E .SllI'E7' n+ u- `. w mo \ ARS n°� o.ws � w 6 n+ I +w URI SEE a W I - RECORD DRAWING HORIZONTAL: 1"=40' 0 w WATERFORD STREET VERTICAL: 1"=2' z < W BA CONSTRUCT MIN. A.C. PAVING OVER MIN, 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD., ,,.uj/ COMPACTED TO 959 MAX. DENSITY �/.�"� %tet - jZ�j3' Ti=4.5.5 R=So SY1 FRED Wd PORTEP, RrE 33448 EXE. DATE VERTICAL CURVE / �.. 11 mlrnvr oo ^Frc� r 0 moo s mz � LL/� �� mai w a Jwm� Ce) o>rn ou+i II II o>vwi w LL UU qQ ar : EX/SONG GROUND PROF/LE AT CENTER[/NEAui 350:.. :...:..I "u - - - - - - - - -.-- � 50 -. .:.:.- ..-- - a�+N .� ui 348:.. :...:. 348ui ...+0.31% DES/GN FLOWLINE PROF/LE -0.31 %' SEE NOTE "A" 346... ....346 U) ��.. NORTH FLOWLINE PROFILE.. 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 n+00 ---- 3417 28.04 29 61'3289 ON CURVE �� ON CURVET ION CURVE 1 ON CURVE 11*ewI 50' I ufOi vumi�lu> I-�c.io ¢z ° zmlM �m wM m a �a n VERTICAL CURVE oww om o� on ^In *-m o:m o� o'n owww pO ZL om oNm m o rn �o Flo op Rdo d c6 ��a� Im off• on .9rcm� ' . .� mw L -,w m >s m E D LE a� o, � II il' "' X/STING GRGUN PROF/ AT CFNTERLINE� 350:. �� + +� - -.:. -.: -..- - .. -:... . -aLL .. - &� 50 , m 348 .. w l' .... ! . 348 w _o.Oo9 i . +0.259. : : : -0.25% . ... .............................. .. ... ... ....... .. ......... .... ... ... .. .... ........... ... �, P JOB No. 531/3004 t0 009 LOES/GN FLOWL/NE PROF/LE � 28q � SEE NOTE "A" ATE / +0.629 _ - .. - : : - : - - - : -0.629 .-0.259 2 __ - A JO v, N -(0 59): SHEET 346. .:...:. _< : ..:...:...:. ... 346 u �i 2 - w, 80.3' CROSS -GUTTER t _ 75'.7' CROSS -GUTTER w 11+00 12+00 13+b0 14+00 15+00 16+00 17+00 18+00 19+00 20+00 C k 3 4 SOUTH FLOWLINE PROFILE COB RECORDS No. % OF 6 SHEETS CONSTRUCTION NOTES 0 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. 5T-1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 C CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 ❑4 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. N0. ST -9. �7 SAWCUT TO NEAT, CLEAN VERTICAL FACE THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ❑8 INSTALL TYPE 3 BARRICADE WITH N31CA & OM 4-3 SIGNS. FL = FLOWLINE STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERL INE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINF DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. BARRE COURT (SEE RIGHT) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, Erc. TO FINISHED GRADE PER CITY STANDARDS. O INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD, DWG. ST -23 THRU 25 AND XXX C.O.B. SPECIAL PROVISION SECTION 864.01 LIGHT EMITTING DIODE (LED) LUMINARIES. MODEII-S 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. STD. DWG. ST -22. UD EXISTING SURVEY MONUMENT (PROTECT IN PLACE) Os PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) tri PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORMORAIN PLANS) - --- PROPOSED STREET CENTERLINE ------ PROPOSED STREET RIGHT-OF-WAY --------- PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) --- - = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANTS) - - - EXISTING SEWER MAIN =------ EXISTING STORM DRAIN 6 ® �-z-� HORIZONTAL: 1"=40' AVERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAL GRD. COMPACTED TO 95% MAX. DENSITY TI 4.5 R=50 52.07' 1 N of - ON CURVE ION CURVE II U'u� II��4'> m� WDJ �J�1� O O W M M t7 352. . . 352 "I ..� 01 0. M JI BOJ - 1N, N . .. p . . :o EXISTING GROUND: PROFILE AI CENTERLINE 350:. f j .: o - -. - - - -350 -- - - 348:...... s3� - ..:. 3 48 -0.25%... / .. -v. o% J -0.25% _0.84q ... .. ... .. ..JES4GN 1`ZOWLlNE.PROFILE.. .. ... .. .. . . 346:... 346 10+00 11+00 12+00 332. 8 00 WEST FLOWLINE PROFILE ON CURVE I N . . . . . . . . ml .. '. . . . . .352352 . . . . . . 0+ EXISTLNG GROUND PROAAF AT CENT51?NNE - -: 350 350:... F...:.-.:...: 348 348 :...:...:. .:...:...:...:...:._o 9 - -0:25� � �- 0.37% .. . . ... .. .... .. .. ... .. .. DESIGN FCOWLINE PROFILE .. ... ... . 346:... .. 346 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE 38 �E 37 j 39 36 of 35 2 oQ cs, ---- --- ' to+oo.o0 1 _ - r BARRE COURT (SEE LEFT) 2 m N i %q N N 40 41 _ 142 43 II II II pp OU MCL OW R¢] Nd W N OSI �LJi ±J RE Cu" URT iA CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 ON R TABLE 'CURVE PI HORIZONTAL: LENGTH DELTA TANGENT C1 _RADIUS 33.00' 52.07' 90'23'50" 33.23' C2 20.00' 29.61' 84°49'06" 18.27' C3 518.00' 76.61' 8'28'25" 38.37' C4 500.00' 110.83' 12'41'59" _55.64 _ C5 'r 33.00' 16.89' 29'19'56" 8.64' 00'65.26' UJI K 7°45'26" 32.680032.89' 11 z 9413'22" 2153'001182.45248'53'59" p W sW U L O 4 > 61.22'0_39.68' ft7l < VNEER j, y/ � 68'53'59" 22.64' G016.89' 29'19'56" 8.64'00' 218.54' 149°03'41" 303.5331 JN Z o M PI HORIZONTAL: 1"=40' VERTICAL: 1"=2' RECORD DRAWING oLL o-wo moJ Q -o "o Fr�'znz WQZU-2a`w00 Z¢Z�Owm�1= ll N F F Z N> Q ,_Ow-OZJ ny U_ W K S� V Om Z i Z Z wioFiwrn LL>�� a¢w)-�n0000� �n.000w� o ?wo5LL3o ZwZ�o zzwa"'zo'o�� o��ow4 p -,on a�xozwoo�m oo�aa Wwzoa 0 ozm oz> �K�ll Ow Uo�� ��zasow�aQ onza)-w>pma )= o oozzn ,�rzw3�z rnLL °W'�`jiracizov m� ct0�mwx�z¢�ow z o x o mwxz LLu OIL�cuwx�oa mmOwz�?p¢p Dn FU ott6�. wN2 LFII rrKnu n. rum irm, mt r aa44o rxr.. WA7 W) O Ja d. Jn N Jp d- M O) N M 352 352 '1 Nj tLL o o EX/STING GROUND PROF/CE AT CENTERCINF' 350 - = r - - - -:. -.- . - . -. .. - .. 50 -0.257 348 OESTGN FL OR INE PROETLEJ 348 346 .�.:.. :...:...:. 346 s 10+00 11+00 12+00 13+00 NORTH FLOWLINE PROFILE W J II a < �m IloallUo U'n t` M W O O )SIM^ VJ M N M V m O 00 Y' 04 NN CJ a 352 352 .'- IoM .. ... ... ... ... +.v ... ... +, EXISTING GROUND PROFILE AT EENTERLINE - - -- .-- - - ---: 350 350... ,-.-:-.-..-.- - -. --. f. 348' � - � � � ' DESIGN FLOWL%NE PROFILE : 348 ...: .... 39+00 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE coe RECORDS No. Z o M ® rn mu O W Z O N QUJ > J �O � -6 N N X 06 < i LL U z r Z � QQ N W - D coW Z,NO l i. 3 U) N M WLLJ o Of O ® r I i UJI K w 11 z w p W sW U L O 4 > Eaa < VNEER j, y/ � e w ; > (4U� v c p^<+ Lu z < q w T. 2➢ 0 1 , Y e e e 0 ®�® w LL ICL 2 F F_ w I VJ � I i I i m z w m DATE 5/31/2016 LRA JOB No.. 3104 L E i SHEET OF 6 SHEETS ONSTRUCTION NOTES 11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 21 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 9 CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0, D-14. CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD, DWG NO. ST -9. 71 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. BI INSTALL TYPE 3 BARRICADE WITH W31CA & OM 4-3 SIGNS. L = FLOWLINE STATION LL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. LL PROFILE STATIONING IS BASED ON FL OWI -INE DATA UNLESS OTHERWISE NOTED. OTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND OTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VAIVECOVERS, MONUMENT ENCASEMFNTS, FTC. TO FINISHED GRADE PER CITY STANDARDS. TANGENT -O INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 THRU 26 AND XXX C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 28.04' MODELS INCLUDE HOLOLPHANE LVUI SERIES, LEO TEK GCI SERIES, CREE XSP SERIES C3 _ 42.00' 33.00' OR EQUIVALENT AS APPROVED BY CITY ENGINEER. 274°1846" 47'0923" O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. .J 0 EXISTING SURVEY MONUMENT (PROTECT IN PLACE) L Qs PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) W © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) 0) PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN PLANS) - : ±�- ----- PROPOSED STREET CENTERLINE of Lij NN 0 ---- PROPOSED STREET RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) --_ -- - - PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) w w ---- - - ---- EXISTING SEWER MAIN 350: _---- -' EXISTING STORM DRAIN M v TRACT 7317-6 m 28 CT (FU FURE) mm �r M N W W � w a i w P ¢� k 10+0000 © 10+917 S - FUTURE IMPROVEMENTS II S33-17'29 'W -r PER TRACT 7317-6 .� ----- w � - W N - I g co 6 o <aa TRACT 7317-6 wl (FUTURE) oz a^ 06 O Z NN + W PAN ` vjERFORfl SVIEE (SEE SHEE1 4) CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 26 P&I HORIZONTAL: 1"=40' VERTICAL: 1"=2' _1 6 N, u] tr Z N HfD lJ N J M d a� 352 _7 352, ... .......... ... va;...... ..... '_+ u 1.... .-. ..... . + + + I 350: ..:. EXISTING GROUND PROf7LE AT CENrERUNF7 m I. 350 �I- .-- f�- - ---- . .GRADE @ 2:1! ` 348. TO NAT. GRD 3 - 48 .. DES/GN EowANE PROFILE 346-...:. 346 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE n 28.04' _ rz ION CURVET 6 W ow M IIU��w o U m 352 352 a� M;� {M s lz Dorn x 350: _ EX157/NG GROUA\D PROFILE AT CENTERLINE-�1 + + N : .. 350 I. GRADE @ 348. - - TO NAT. GRD. . . . . :348 . ... .. _ .. .. -07.3% -0"859, DESIGN FLOWPINE PROFILE - - - 346: 346 10+00 11+00 12+00 13+ EAST FLOWLINE PROFILE CURVE TABLE N� CURVE RADIUS LENGTH DELTA TANGENT C1 20.00' 34.17' 97'53'56" 22.97' C2 20.6C 28.04' 80'1921" 16.88' C3 _ 42.00' 33.00' 201.08' 27.16' 274°1846" 47'0923" 38.95 1 14.40' oLL W W O m U N �o awiw'�owmwg px �zm wio Wiwrmi]�ex ZHV~y]p OULL.W tta OOOWa�]N.�9 ¢yo�53 �am� W 0 OW Q Z z o uj0o .0 oz o`;oa mw�>a Gzs�a < ap Or <500 m o03:< zo¢ ar�aw�Nzo� Oa Zn rO w` c <F�wsz�o,]aoz LL. LL zW�ncy-�_ a xzawwwx o z>CLLtts_xr c U'mw_iJZaQOp LL �xo�aw�y,oa aa�z> mau. a Oow W U Z O> T ¢ W W_yOi Z ¢�U O d F OV O K? s O ill � ISI Fpm N cOa Jrn OSI N_ R ORD DRAWING EC F + o O] OAC++ J J r 49 �� m� M� ¢ + 9 rn 50 O M M + N� BY1 FRED W. PORTER, RCE 33448 EXP. DATE . r Q o � % 3 TYP =� 466 2 - \ _ 51�� -— G4 7 C3 10+90.00 800'35"45 W 11 F33 30 EXISTING IMPROVEMENTS \ 1 PER TRACT 7317-1 EE NOTE B 3 TYP NOTE 6 ax46 COIN z 8 REMOVE OR RELOCATE ENS EXISTING STREET BARRICADE M N i �_✓� 1 f W W Z N Q 52 o n W II C K 4 53 P,$w 54 .5 o oz rnr m� oM w O+I M+l M+ U T-1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.4Q' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX" DENSITY T1=4.5 R=50 0 346. ..:............................................ 346 9+00 10+00 11+0012+00 EAST FLOWLINE PROFILE e--z�- HORIZONTAL: 1"=40' VERTICAL: 1"-2' (,1 � -l1 't P ". I COB RECORDS No. �z ® N� MIM O]N 00�J< Z O N I' '� uLl M Q 7 U r !Y � "+.M M......-... f9 N () Z_ 352 ... . .......... .. .V+. �� �3. ... ...352 LL o O/ N .J CL Meq L W .OJ EXIST/NG.GROUND PROPEF AT CENIERLLN£ - 04' - + - : ±�- of Lij NN 0 LL W --_ � w r w w 350: Rol M v 350 .. I ��GVNEER * b/ ti a y n LP 3 > U U SSP o�b31s103i1 1 48 3 348 \ / U.. J a_ o gf e w LLI z W LLJ (_ DFS/GN FzONINE PROFILE SEE NOTE "AJ pr�� ® V ....-. ry �/ ��®d ' ✓ N 0L�/ a � PLL� � O 346 346:...:. w O 9+00 z 10+00 11+00 , 12+00 WEST FLOWLINE PROFILE I Fw � I N Nc6 �wl,w a ,^o cQi 352.... "+� _�+M cor] 0 OM> - ......... �_ ....... .. . .352 W. + v� U z 0 i w EXISDNG GROUND PROFI ECEC �T CENIFRLINE� o�+� M - : _ +m 350 DATE 5/31/2019 PA JOB No. 3104 350 ...: SHEET 6F OF 6 SHEETS M 348 348dam_ - ... .... -0.335%5% .. I . _0.88 9 - DES/GN FLOWL/Nf PROFILE) � SEE NOTE"AJ _. -. (-Q.dB 346. ..:............................................ 346 9+00 10+00 11+0012+00 EAST FLOWLINE PROFILE e--z�- HORIZONTAL: 1"=40' VERTICAL: 1"-2' (,1 � -l1 't P ". I COB RECORDS No. �z ® M rn B .L o W Z O N I' '� uLl M Q 7 U r !Y � ®) N X 06 N < f9 N () Z_ QN ��( W - o W Z N O (7 n N LuW N m N o 0 LL o O/ N CL L W O I of Lij NN 0 LL W a � w s w w Rol LL ��GVNEER * b/ ti a y n LP 3 > U U SSP o�b31s103i1 {� Z \ / U.. J a_ o gf e w LLI z W LLJ (_ _U W pr�� ® V ry �/ ��®d ' ✓ N 0L�/ a � PLL� � O w O z n f JI , I a I z 0 i w N DATE 5/31/2019 PA JOB No. 3104 F SHEET 6F OF 6 SHEETS M I