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HomeMy WebLinkAbout1.1-7317 Ph 3REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED \ BY: !i STUART J. PATTESON RCE 44898 APPROVED BY: 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: 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 MAP NO SCALE (PHASE 3) BAKERSFIELD, CALIFORNIA 70 iii►. MINUI CL- CENTERLINE DWY- DRIVEWAY S FLOWLINE BCR- BEGIN CURB RETURN 3w xo p/ PI- az dJ STOgCDAIE HIGHWAY BC- UGC PIVC- I T POINT ON VERTICAL CURVE BVC- I EVC- � PRC- POINT OF REVERSE CURVATURE TRACT o POC- POINT ON CURVE 7240 GRADE BREAK HP- P 01 TITLE SHEET W O2 GENERAL NOTES I Pl pP 03 ALTON COURT ® WATERFORD STREET O BARRE COURT © WINOOSKI COURT CHICHESTER COURT NORTH HALF OF ( SHEET INDEX NUMBER SECTION 3 r O CONCRETE MONUMENT r.3os., R26E. - i -n,C8#12 CATCH BASIN w/NUMBER PROJECT T PROPOSED STREET NAME SIGN N -SITE KERN COUNTY WATER AGENCY VICINITY MAP NO SCALE (PHASE 3) BAKERSFIELD, CALIFORNIA 70 iii►. MINUI CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE 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 08- GRADE BREAK HP- HIGH POINT BGN- BEGIN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS Mn LOCAL STREET 2,349 LF 0.20' A.C./0.40' A.B. 90,219 SF 6" CURB AND GUTTER 4,812 LF CONCRETE SIDEWALK 23,692 SF CONCRETE DRIVEWAY 5858 SF CROSS GUTTER 1,503 SF SURVEY MONUMENT ENCASEMENT 7 EA STREET NAME SIGNS 5 EA WHEELCHAIR RAMPS 4 EA LED STREET LIGHTS 7 EA SAWCUT 108 LF TEMPORARY A.C. PAVING (0.20' AC) 6,034 SF SHEET No. INDEX O 01 TITLE SHEET W O2 GENERAL NOTES STANDARD DETAILS 03 ALTON COURT ® WATERFORD STREET O BARRE COURT © WINOOSKI COURT CHICHESTER COURT KEY MAP LEGEND ( SHEET INDEX NUMBER -- DIRECTION OF DRAINAGE r O CONCRETE MONUMENT O- LED STREET LIGHT -n,C8#12 CATCH BASIN w/NUMBER T PROPOSED STREET NAME SIGN 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 THE 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 DO 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" (N01) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (WQ ORDER NO. 2009-0009-DWQ AS AMENDED BY 2010-0014-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 51`15C381902 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. SUµ O 2 U O O N m Nm W.N W N QF W a 4i z�GzrcWx2z �a NFWFNOjmNF 2 w W i 2 21 W CSF 8 m N w _w no. W 2 O W Z W N U Q� LL ZFU~N•�OY.KIx- <WSzz��w� <'E.OpW NNO QOazF ariz nz arr<o�LL3zkw VIwY�UUI QZO Mi i....... K <�Fx,oi�gp o�m o`g�3 ozo>>'a z�OwOw�1<��00 ,¢azujw>Uyl �W022UOz O LL zm3ad c>N�� WQtUj1>UWpO�LL r�i5�7`�aF0UZ�0 K x Z 4 y a% N �wo�wwxwom O W W N �- O SS S N K WS ZO ¢ W Z�Z Oz w Z N Z z 1nw6z Ja ztipg0¢,,,r o wm5wa CDP O W p� W < 0 p2 ¢ Z m K Y¢ I ¢ZOO z mw wo w p,j0 Lij �wZw¢�00 82620 W0oa3aNW H p�Czow Q w �w�tn V/ 0z ct� OY?ZU o:, OW~pUZ �CD¢Z�www_ ¢ m 5� TOZZOW VNO w0}I—z0z) �L— N~UZQQZ,U W Z Z w¢} O www W a¢= ¢o z O1-5:01—Of Z OZ = w N F- / n Ju U¢ Z U� W LJ aW> w0 U~ wx-Lz Ld 2} O w w m w O O H M 0 0 0 0 m U 0 FUTURE= L _ _LJ 'PHASE 5/ FUTURE A 1PHASE 21__ — N H_ C,%FUTURE ��� Qg#16 4 PHASE 6i`AGTO� 3 2 2/: : a N V 1 )�)p !EXISTING', A/ 9 CB#2 3 27 10 UR co S'P PHASE 1 'r %I'`�j✓, v ' ) r��sa�� !_ASE 13 14 > W 22 21 I II r _r 29 RF 15 r r�--I-___ ! r / 24 16 23 4 I 1 _1`- 6 ORD 20 r wn ___rL__�'r'"--•i r o `� 294 STR 18 17 30 _M/ IFS Pw� 31 = _! ---- -- 32 ------—r i' UNDERGROUND SERVICE ALERT i- _ --- \ I- 47 1r �( IYI I lu }� OFSOUTHERN CALIFCfWIA r FUTURE E ( lir lr! nl i� PHASE 6 vv 37 " 5 46 a -----I �I�— ---moi i rr--- eF oxc 8 OU 38 � 54 35 34 %�. a 8 Id 0 EXISTING_ 38 4549 — �H T ---'PHASE 1 5 1� a t -Ji BARRE COURT/� ___ n y 44 40 41\ 50 52 42 43 61 !` DIALTOLL FREE: 811 AT LEAST TWO DAYS BEFORE YOU DIG KEY MAP SCALE: 1'=200' H -,-I' In R3 COB RECORDS No. M Z rn rr> O W Z �o Q< W Q a U� U a(0 N m X 0 Z Y QK @ mLu N N ��t W m �6/ Z 20 Y.r Z M WWF F— N m N O O iL O 0^ {.L 3 U) V) Mn n Lu Z< W W 2 In W wT `../ \ / ``^^ vJ O W U W "L /W�/ LL r 5/311201911 GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLN THE TA A E S TE 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 GEOTECHWCAL INVESTIGATION PREPARED BY SOILS ENGINEERING INC. DATED DECEMBER 15 2017 SEI FILE NO. 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. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 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 NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT, 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE. DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. AN OPEN STREET PERMIT. SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEERS 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 HAS BEEN OBTAINED. 17. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). 18. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. 19. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER PROPOSED C.O.B. STD. DWG. ST -12. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH THE CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T=1.5' TO 2.5' AS DIRECTED BY THE PUBIUC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. S. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (S)INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR APPROVED EQUAL, ROADSIDE SIGNS INSTALLED PER PROPOSED C.O.B. STD. DWG. T-2 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. CONTRACTOR SHALL INSTALL 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 PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 18. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 19. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT UNE TO WHERE THEY ARE SHOWN HEREIN. COB STREE11 T IMPROVEMENT NOTES (CONTINUED CITY STANDARD PLATES ST -4.1 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "C" ® ST -24 STREET LIGHT BASE PLATE DETAILS LOCATION DETAILS 20. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL 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. (CONTRACTOR TO OBTAIN LATEST EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2% EDITION THEREOF FROM THE CITY OF BAKERSFIELD PUBLIC WORKS WEBSITE) STREET LIGHT PULL BOX DETAILS ® T-2 MISCELLANEOUS SIGN DETAIL (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD ST -6 DETACHED SIDEWALK CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ® ST 26 POLE NUMBERING ® '- __- TO PREVENT EROSION ONTO THE SIDEWALK. CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION 21. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE ® ST TYPES "A","B" "C" ® ® AND OFFSET CUL-DE-SACS SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" "A" A PART OF THIS PROJECT. -1 CURB AND GUTTER AND T-4 ST -20 SYMMETRICAL ❑ SW -3 MANHOLE TYPE INSIDE AND OUTSIDE DROP 22. MEDIAN HAROSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR ❑ ST -2 MEDIAN CURBS TYPE "M" "M -i" & "M-2" ® ST -21 STREET KNUCKLE ❑ SW -4 MANHOLE TYPE "B" AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY RECREATION & PARKS DEPARTMENT. ❑ "A" ® ST -29 ACCESSIBLE TRASH ENCLOSURES WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. NTH ARTERIAL OR COLLECTOR 3. ASPHALT BINDER FOR TYPE A MODIFIED ) ASPHALT CONCRETE AND TYPE B MODIFIED ASPHALT CONCRETE ST -3 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE ST -22 SURVEY MONUMENT ® SW -5 STANDARD EIGHT INCH CLEANOUT 23. CONTRACTOR SHALL STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. COLLECTOR AT INTERSECTION WIT ARTERIAL SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ® ST -9 RESIDENTIAL CROSS GUTTERS ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. ® ST -30 COMPACTOR ROLL OFF SPECIFICATIONS ❑ ST -4 COMMERCIAL/MULTI-FAMILY DRIVE APPROACH -TYPE "B" ® ST -23 STREET LIGHT MAST ARM TYPE ® SW -6 FRAMES AND COVERS FOR MANHOLES & CLEANOVTS 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 TYPE 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B ® ST -5 COMBINATION SIDEWALK SLOPE PARAMETERS ® ST -25 STREET LIGHT PULL BOX DETAILS ® T-2 MISCELLANEOUS SIGN DETAIL (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," ® ST -6 DETACHED SIDEWALK CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ® ST 26 POLE NUMBERING ® '- __- TEST 375. OF THE CAL TRANS STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. 13. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN _RlW 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 LANDSCAPING T-3 STREET SIGN PLATE MAST ARM MOUNT 2, PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR ® ST -7 SINGLE FAMILY RESIDENTIAL DRIVE APPROACH -TYPE "A" ❑ ST -27 MINIMUM REFUSE CONTAINER PAD ❑ T-4 ARTERIAL TRANSITION AT INTERSECTION WITH ARTERIAL TYPE B (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 WITH BIKE LANES AT INTERSECTION "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ❑ ST -8 GATED ENTRY FOR PRIVATE STREETS IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND ❑ ST -29 ACCESSIBLE TRASH ENCLOSURES WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. NTH ARTERIAL OR COLLECTOR 3. ASPHALT BINDER FOR TYPE A MODIFIED ) ASPHALT CONCRETE AND TYPE B MODIFIED ASPHALT CONCRETE ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE ❑ T-6 COLLECTOR AT INTERSECTION WIT ARTERIAL SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ® ST -9 RESIDENTIAL CROSS GUTTERS ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. ® ST -30 COMPACTOR ROLL OFF SPECIFICATIONS 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED OR COLLECTOR ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR PERFORMANCE GRADED ASPHALT ® ST CURB RAMP ® ROLL OFF SPECIFICATIONS SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: BINDER, IN SECTION 92-1.02(B), "GRADES," OF THE STANDARD SPECIFICATIONS. -10 A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE ST -31 COMPACTOR ❑ T-7 COLLECTOR TRANSITION FOR LEFT TURN LANE AT ® ST -11 PAVEMENT PATCHES ® ST HOUSE NUMBERS FOR CURBS INTERSECTION WITH A COLLECTOR 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE -32 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 "T" INTERSECTION EXPANDED ARTERIAL/ARTERIAL STD USE IN THE WORK, THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. CONFIGURATION 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ® ST -13 STRUCTURAL PAVEMENT SECTION ® ST -XX STREET LIGHT LOCATION T-9 "T" INTERSECTION EXPANDED ARTERIAL COLLECTOR STD CITY ENGINEER'S REVIEW AND APPROVAL: ® ST -14 LOCAL STREET CROSS SECTIONS El D-9DRAINAGE BASIN CONFIGURATION A. A LIST OF AGGREGATE AND ASPHALT SOURCES. ® ST -15 LOCAL STREET CROSS SECTIONS NEO -TRADITIONAL ® D-14 CATCH -BASIN, TYPE "A" ❑ T-10 LEFT AND RIGHT TURN LANES B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE NEIGHBORHOOD DESIGN "A-1" ® T-20 MINIMUM ACCESS DESIGN REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ® ST -i6 PRIVATE LOCAL STREET CROSS SECTIONS El D-15 CATCH -BASIN. TYPE PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX ® D-17 GUTTER DEPRESSIONS E3 T-21MINIMUM STREET ACCESS SPACING ON ARTERIALS AND (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. ® ST -17 MAJOR STREET CROSS SECTIONS COLLECTORS ❑ D-20 SIDEWALK UNDE El T-22 TRAFFIC SIGNAL INTERCONNECT - WIRING C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY El ST -18 ALLEY CROSS SECTION AND PULL BOXES TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE ® SW -2 "A" MANHOLE TYPE "A" THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT El ST -19 SECONDARY AND EMERGENCY ACCESS ® T-34 MINIMUM STREET ACCESS SPACING ON ARTERIALS AND CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD COLLECTORS SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE **FIBERGLASS STREET LIGHTS NOT ALLOWED SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS CALTRANS STANDARD PLANS 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 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) 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 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 ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. R/W C/L R/W 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE i 30' 30' TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF 1 CONSTRUCTION. 1n' z0' zo'2'10' 9. PAVING SEAMS SHALL MATCH STRIPE LOCATIONS, OTHERWISE PERMITTED BY THE CITY ENGINEER. Q,- ` L.. - -1 -..t I . 2' TYP. 2' TYP. PAD 5%-3.4 .15% 34% IMAN `ROUGH GRADE LINE (PER GRADING PLAN)** 6" TYPE "B" CURB & **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER GUTTER W/ 4.5' WIDE SIDEWALK UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY COMPACT UNDER CURB, FOR SUBGRADE COMPACTION IN BID. GUTTER AND SIDEWALK (SEE PLAN VIEW FOR STRUCTURAL SECTION) (TYP) 6• MIN. TO 90% 60' RIGHT-OF-WAY MAX. DENSITY. /7k TYPICAL LOCAL STREET SECTIO NOT TO SCALE wLL w��z wmwa m mmSzjx-Zo w JazdO-z¢wx4 W h x W Z y� F N 6 orcG¢ ooa»a rcs3 x�zLL �ipwiwmn�3 wu'f-E¢w�F zrc.,„rw0000� �a>>zzo 4rc0 R:�mU. zza3 Moz3� W W W N m O mz� �-wxw �ojwz�o�zFmo rmzw doom 3o;a$w w"isa o zm�m�4z> z�0wmwai-oo ¢wF x0oox o Vawu KOz< z Z n Z� x O ..<< O u.w Vwr�OaOLL z.m".Zzm d w.><0.6520 < 0 W O 2 0 Nm=�~¢W Wmfq aavoi?�wwo�o -00 O0 >o�<o . aKw �w z� op xwo mam�z Nvimain O0zz(�6:w w W 2 z 1. 55 3,z 0a4wz. r�-mlom m¢M R/W C/L R/W (-- 26' 26' l 1 1 x. 2' 7 WISHED PAD a FINISHED P . Py. --HS ED AD r 2 TYP. 2 TYP. % YK ,1 % 2 I M 4 X . 5% 1 A 3. A X " 3 IM *t.5 .4%� * SEE C.O.B. STD. DWG. \ 6" TYPE "B" CURB & ST -14 TO ST -17 FOR `ROUGH GRADE LINE (PER GRADING PLAN)* SLOPE PARAMETERS **= p HA REVIEW ROUGH GRADING AFTER GUTTER W/ 45 WIDE PAVING CONTRACTORS LL SIDEWALK UTILITIES ARE INSTALLED AND INCLUDE IMPORT EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. COMPACT UNDER CURB, GUTTER AND SIDEWALK (SEE PLAN VIEW FOR STRUCTURAL SECTION) (TYP.) 6' MIN. TO 90% 52' RIGHT-OF-WAY MAX. DENSITY. TYPICAL LOCAL STREET SECTION NOT TO SCALE FINISHED N 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER.. q 1 ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS 7 AND+PRIVATE DRIVES, "WHERE "SHOWN ti ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO ) FORM SMOOTH, TAPERED CONNECTIONS. *SEE B. STD. DWG. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING TO. ST -14 TO FOR OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF SLOPE PARAMETERS PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE 23' 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 _RlW 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 LANDSCAPING HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED y. �d COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE GIVEN DO NOT MEET THE SPECIFIED RANG THE S ES E E ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. ol �. � 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 COMBINATION SIDEWALK 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 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 GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 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 SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO 200-2.4 OF THE "GREENBOOK", WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 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. 2' TYP. 2' TYP. PAD 5%-3.4 .15% 34% IMAN `ROUGH GRADE LINE (PER GRADING PLAN)** 6" TYPE "B" CURB & **= PAVING CONTRACTOR SHALL REVIEW ROUGH GRADING AFTER GUTTER W/ 4.5' WIDE SIDEWALK UTILITIES ARE INSTALLED AND INCLUDE IMPORT/EXPORT QUANTITY COMPACT UNDER CURB, FOR SUBGRADE COMPACTION IN BID. GUTTER AND SIDEWALK (SEE PLAN VIEW FOR STRUCTURAL SECTION) (TYP) 6• MIN. TO 90% 60' RIGHT-OF-WAY MAX. DENSITY. /7k TYPICAL LOCAL STREET SECTIO NOT TO SCALE wLL w��z wmwa m mmSzjx-Zo w JazdO-z¢wx4 W h x W Z y� F N 6 orcG¢ ooa»a rcs3 x�zLL �ipwiwmn�3 wu'f-E¢w�F zrc.,„rw0000� �a>>zzo 4rc0 R:�mU. zza3 Moz3� W W W N m O mz� �-wxw �ojwz�o�zFmo rmzw doom 3o;a$w w"isa o zm�m�4z> z�0wmwai-oo ¢wF x0oox o Vawu KOz< z Z n Z� x O ..<< O u.w Vwr�OaOLL z.m".Zzm d w.><0.6520 < 0 W O 2 0 Nm=�~¢W Wmfq aavoi?�wwo�o -00 O0 >o�<o . aKw �w z� op xwo mam�z Nvimain O0zz(�6:w w W 2 z 1. 55 3,z 0a4wz. r�-mlom m¢M R/W C/L R/W (-- 26' 26' l 1 1 x. 2' 7 WISHED PAD a FINISHED P . Py. --HS ED AD r 2 TYP. 2 TYP. % YK ,1 % 2 I M 4 X . 5% 1 A 3. A X " 3 IM *t.5 .4%� * SEE C.O.B. STD. DWG. \ 6" TYPE "B" CURB & ST -14 TO ST -17 FOR `ROUGH GRADE LINE (PER GRADING PLAN)* SLOPE PARAMETERS **= p HA REVIEW ROUGH GRADING AFTER GUTTER W/ 45 WIDE PAVING CONTRACTORS LL SIDEWALK UTILITIES ARE INSTALLED AND INCLUDE IMPORT EXPORT QUANTITY FOR SUBGRADE COMPACTION IN BID. COMPACT UNDER CURB, GUTTER AND SIDEWALK (SEE PLAN VIEW FOR STRUCTURAL SECTION) (TYP.) 6' MIN. TO 90% 52' RIGHT-OF-WAY MAX. DENSITY. TYPICAL LOCAL STREET SECTION NOT TO SCALE 78 � I- 6" THICK CONCRETE 22' (TYP) 60' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL r o o , m 6" THICK CONCRETE (TYP) 23 23 1' SIDEWALK EASEMENT TO BE j.WALK -I DEDICAIEDON RFINAL MAP R/W IW LANDSCAPING n y N LANDSCAPING SIDE'NALK a � -COMBINATION e`,°'nI COMBINATION SIDEWALK 'O n' LANDSCAPING �ISIDEWALK 18' 18' 6" THICK CONCRETE 22' 6" THICK CONCRETE TYP (TYP) (TYP) 52' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL V SIC DEI DRIVEWAY DETAIL (TYP) ANDSCAPING COB RECORDS No. E e 0 Z O M rn W zLu c o N Q > U In In O N N Q U) a e� Z 1 Qco,, od Lu Z W o Wz - M W W 0 O o cO 0 O Q_ L 0 z J M n (w V W Q L n W O� yM ^ ^A ISI- 1 _ G �0 W Q ui U) M k a 5/31/201911 SHEET E 22 E e h OF 6 SHEETS 0 0 72.67' 23' R '- __- _RlW LANDSCAPINGI LANDSCAPING y. �d SIDEWALK 1 s COMBINATION SIDEWALK ol �. � LANDSCAPING-/ / _ + Vl COMBINATION SIDEWALK 78 � I- 6" THICK CONCRETE 22' (TYP) 60' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL r o o , m 6" THICK CONCRETE (TYP) 23 23 1' SIDEWALK EASEMENT TO BE j.WALK -I DEDICAIEDON RFINAL MAP R/W IW LANDSCAPING n y N LANDSCAPING SIDE'NALK a � -COMBINATION e`,°'nI COMBINATION SIDEWALK 'O n' LANDSCAPING �ISIDEWALK 18' 18' 6" THICK CONCRETE 22' 6" THICK CONCRETE TYP (TYP) (TYP) 52' RIGHT-OF-WAY (NON CUL-DE-SAC OR KNUCKLE) DRIVEWAY DETAIL V SIC DEI DRIVEWAY DETAIL (TYP) ANDSCAPING COB RECORDS No. E e 0 Z O M rn W zLu c o N Q > U In In O N N Q U) a e� Z 1 Qco,, od Lu Z W o Wz - M W W 0 O o cO 0 O Q_ L 0 z J M n (w V W Q L n W O� yM ^ ^A ISI- 1 _ G �0 W Q ui U) M k a 5/31/201911 SHEET E 22 E e h OF 6 SHEETS CONSTRUCTION NOTES ED CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 221 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG ST -5 L3] CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STO. DWG. ST -7 ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. ❑5 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. NO. ST -9, 07 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 FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 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. 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. ® EXISTING SURVEY MONUMENT (PROTECT IN PLACE) © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN 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 PLANS) -- EXISTING SEWER MAIN -�__-- EXISTING STORM DRAIN RADIAL TABLE RADIAL BEARNG Ri N25'04I52"E R2 N0736'57"E �Q Z JZ ons � low m STREET RIGHT OF WAY DEDICATION II `NT' PER DOC. No. 219061546 O.R. �m v 1 , 1 TRACT 7317-1 11 1 1 1 16 OO U W , 1 11 1 A3 TRACT 7317-6 +� 11 1 EXISTING SEE DETAIL 1 + n Nmi e p MM m (FUTURE) (� r 7 + + 3 n 1 V LL W 6 5 m 4 rn P RE/&I -PER SD 9 gl 12+96283tsol .27 - - - - TYP —__ -_---_ - - -_ o -- - -.+� '1 �5� li II 1 ,_oo_ __ -� __ +66.97 _ _�- _ _ 1 _. _ ._ _ ._ _ 5_ - Ci o u 19+46.12 ii 1 i 1�/ _ G• - �-� � Oa. 5 F C5 o - 3 TYP i j11 G3 ��� TRACT 7317-1 IN I_ 2 W �a (EXISTING) TRACT 7317-6 -w- Q o - . ----- ----- -- - ---- — - ----- w d 1 _ 'o 1 (FUTURE) 16 a CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 2208.00' 679.70' 17'38'16" 342.56' C2 2228.00' 685.86' 17'38'16" 345.66' C3 2248.00' 692.02' 17'38'16" 348.77' C4 2228.00' 29.31' 0.45'13" 14.65' C5 2228.00' 656.55' 16'53'03" 330.67' wLL .� ....... ................ . pdVO W. /l o EXISDNG GROUND PRORL'f QM I ' I vwimww waWo Z AT GENTERL/NE� M aa�cg l='�azoo .. rn N roaK$o�»a W 0' o .Oe . D 2 W wQxzm �w0 zmw_LL wx0wiwmO3 O } O I� N F-FFrpEKK� W (6 M 3U3' gmdw�zz�w3 y 0� cM K U (O .a0000wp mo aOa:¢�iz V = ito 0z >w N N Q ¢¢o3LL O J a W Y W U ZO y^ CDmzOmOoz H � wizwnazi$i w %� Z sN o w�wyirr�LL w m m zzw Q W -(O Fxpo.~i.g a pzwO O 9m 0 0 3¢ z �Y W O p o przpgam woz> W Z -U' N ¢WopFcaio�a (nN z Owwww KpZpQ W Z W jA M p �Z�xOW Uaa. aza w>pm swcQwtzw N Ito_�z ao� m3¢o myw N LL O O cizm -wwzzu WaW�UUO ��w O F w 0 IN M / p mm)�OU KgW? Uw UOu61-f, I..L. �2K�JQU>pgP ow �Za�Op d ;Qox>o�LLmk ��coww���m w pLLz=mm¢m � 3104 w OyUjz�?pam ww�aw=3�'r� xxo axo�¢as 0 LU LU 0 w CL CL ? WwLu� Lu W N - 8 oW --------------------------------- 15 + rn LLJ 9 14 x COURj 10 11 12 13 10.1 + J M+N W if (TING) i ( - - APPROXIMATE DAYLIGHT LINE -7 fJ V� /I - _ Lt/ aali �y- �_�P eE� W31(CA) N END I I § t ALTON COURT HORIZONTAL: 1"=40' " CONSTRUCT MIN. 0.20' A.C. PAVING OVER VERTICAL: 1=2' MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD.L >� _ COMPACTED TO 95% MAX, DENSITY i ----- -- -u--- - TI=4.5 R=50 - - - I TEMPORARY TURNAROUND EASEMENT IN TEMPORARY PAVING SHALL BE FAVOR OF THE CITY OF BAKERSFIELD PER (MIN.) 2" THICK A.C. PAVING OVER _ 50' I DOC. N0. 219061547 O.R. 6" NAT. GRD. COMPACTED TO 95% VERTICAL CURVE REL. DENSITY WITH A 6" AC DIKE wn M - - _ --------------------A—RO—UN—D THECUL-DE-SAOC—UL--D— E --SAC — PER o,o C.O.B. STD. DWG. T-24. pm 4Er TEMPRON %AARY TURNAROUND DETAIL r o W-sa 'Soo ................... . . . .. �+ SCALE 1"=30' T� NR NM zo M� N . +o ... ... :. .. " - rno - �` : - EXIS77NO GROUND PROFILE AT GEN7ERUNE� .. .. .. .. 350:. _ - -+ - - ...... .......... 350 LL - - j 348:. ..... ............... LL 348 SEE NOTE .."q". 346....:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: 346 OES/GW FT OWI/NE PROF/LE 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 5D' I NORTH FLOWLINE PROFILE i m VERTICAL CURVE a rn --� N _ N �WQ 04411 M OW M m [O d`m tD tp,p W V p� X V b m O> OUI p) V V V V a0 M O� W m r ��/ OO� Oa N M QU MMM N 00 S � M 352 ........... .� ....... ................ . I Z o EXISDNG GROUND PRORL'f QM I ' I M,tm z AT GENTERL/NE� V rn ) 350:. .. �- . W = 0' . . . . . . . . . . . . . . . . ._. _ _- .Oe . D I W `./ O �µ} r„ U 348. 0� cM :...:.. .. .. ...: ...... ...:.. SEE NOTE TE O "A" ....... 48 8-X311 p'.a OB RECORDS No. 3 I VJ I Z o EXISDNG GROUND PRORL'f QM I ' I M,tm z AT GENTERL/NE� V rn ) .. �- . W = 0' I .Oe . D I W `./ O �µ} r„ U 0� cM :...:.. 0- ti J .:...:.. ... . ........... ...........350 .. .. ...: ...... ...:.. SEE NOTE TE O "A" ....... 48 8-X311 p'.a OB RECORDS No. 3 I VJ I Z QM I ' I J 0-W V rn ) Z < �- ( I W = 0' I 7�;� D I W `./ O r„ U 0� cM O 0- ti J wU W■ -Lu) 0 0 d 6 d F w 0 M / L-2 d d DATE 5!31[2019 PA JOB No. 3104 P 3 0 OF 6 SHEETS CONSTRUCTION ❑1 NOTES CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. BEARING 20 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 R2 Q3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 � ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. (! r ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. 0-14. /r © CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. NO. ST -9. 1831'30" 07 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT SHALL BE 133.97' DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 1 1\ I © INSTALL TYPE 3 BARRICADE WITH W31CA & OM 4-3 SIGNS. 33 FL = FLOWLINE STATION i r1 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. _ ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. 2588.00' NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 20.00' 29.61' r `7��__t7 m, 20.00' 32.89' +� r r 5) 2588.00' / / �W SEE SHEET C10 2568.00' 178.92' 3'59'31" 89.50' C11 2568.00' 484.75' 10 '48'55" 243.09' 12 C0' 2568.0 166.62' Oh 83.34' /�f�'1/ J fps r l 1 �A TRACT 7317-6;'� PROPOSED (FUTURE) ' n� +c TEMPORARY SUMP (SEE GRADING PLAN) +i ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CIN STANDARDS. -O INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 TIRO 26 AND XXX 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. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. ® EXISTING SURVEY MONUMENT (PROTECT IN PLACE) © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN 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 PLANS) EXISTING SEWER MAIN EXISTING STORM DRAIN 27 26 25 24 23 � I o 22 C3 1-ry-_�__ 13 _ ' n ------- -'-' C2 - -ib C11 - / / 4 TYP---.�-_ 28n 20, s 20. H -10' om 29 m o WA(o' / ow 30 31 N o + \00 v0 N NM �R l N �+ is � MJ e sHeer 6) W + 20 a 19 21 > ° n � ___-__'19 --V" 3 TYP BEARING 1 4 TYf R2 N24 -15'59E R3 � R4 ti (! r FPERRE IMPROVMEN - 1RACT 7-317-6 V /r o - 1831'30" I II p 133.97' n F 1 1\ I C� 32 M 33 Om �$ i r1 i r i _� _ r r 2588.00' 418.39' �o 209.65' C7 20.00' 29.61' r `7��__t7 m, 20.00' 32.89' +� COURS 5) 2588.00' 128.40' �W SEE SHEET C10 2568.00' 178.92' 3'59'31" 89.50' C11 2568.00' 484.75' 10 '48'55" 243.09' 12 C0' 2568.0 166.62' _4� 83.34' dada PROPOSED TEMPORARY SUMP (SEE GRADING PLAN) +i ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CIN STANDARDS. -O INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -23 TIRO 26 AND XXX 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. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22. ® EXISTING SURVEY MONUMENT (PROTECT IN PLACE) © PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN 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 PLANS) EXISTING SEWER MAIN EXISTING STORM DRAIN 27 26 25 24 23 � I o 22 C3 1-ry-_�__ 13 _ ' n ------- -'-' C2 - -ib C11 - / / 4 TYP---.�-_ 28n 20, s 20. H -10' om 29 m o WA(o' / ow 30 31 N o + \00 v0 N NM �R l N �+ is � MJ e sHeer 6) W + 20 a 19 21 > ° n � ___-__'19 --V" CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 50' 47 RADIAL TABLE 3 TYP BEARING 1 4 TYf R2 N24 -15'59E R3 � R4 ti m 18'31'30" 1' C2 o 830.29' 1831'30" I II p 133.97' n F 1 1\ I C� 32 M 33 Om �$ C5 20.00' 28.04' 80-19'21" 16.88' C6 2588.00' 418.39' �o 209.65' C7 20.00' 29.61' 84'49'06" �pRRE m, 20.00' 32.89' +� COURS 5) 2588.00' 128.40' �W SEE SHEET C10 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=50 50' 47 RADIAL TABLE RADIAL BEARING R1 N28'15'30"E R2 N24 -15'59E R3 N13'27'03"E R4 N09'44'00"E { wLL CURVE TABLE wawo mo CURVE RADIUS ILENGTH Q W Z Z Z. izR r DELTA TANGENT C1 2548.00'1823.82' M 18'31'30" 415.54' C2 2568.00' 830.29' 1831'30" 418.80' C3 2588.00' 133.97' 2'57'57" 67.00' C4 20.00' 34.17' 9753'56" 22.97' C5 20.00' 28.04' 80-19'21" 16.88' C6 2588.00' 418.39' 9'15'46" 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" 64.21' C10 2568.00' 178.92' 3'59'31" 89.50' C11 2568.00' 484.75' 10 '48'55" 243.09' 12 C0' 2568.0 166.62' 3'43'03" 83.34' wLL ry zowwwu.woz� wawo mo U z Q W Z Z Z. izR r Z U F z Z W~ fWJ W Wz m>'roo zZ2� m'mwwwaFo a�vi>¢Uw�20 M ¢y zmow mm�- a o tiz 2nOK�OZ�yviU ? z vIM LLJ C9 C Z `O HV �wowwwcwi3u i' .- N w w i � o 0.§ 1 ,uUOw ZQm TH o'p4w oz Cc`�rci�r5 O VJ N>( a W O w w y O z 0 //� N IL zz p N p O p' O u VJ�w z wwrjo="'im¢ Giza wowaw zZo v' Q m m N \-spzwaozm o3a�wwooa _x W -(O No W Z m�-zw'00 ry zowwwu.woz� W W N M �azarwo z Q W Z Z Z. izR r N U F z Z W~ fWJ W Wz m>'roo zZ2� N O 6J0O a�vi>¢Uw�20 r h �4i zao zmy a ��p i�p�uJow� m Z p x U 4i w 2 d' w QoSm�wp \LLi. CF w w i >* W <�9wwm 1 ,uUOw ZQm TH La v An �vi vrvv i �roa�cp+m�a� `, \ i \ V 11 AA 1 A V IA Vr A 17 a L MPRO\ - EXISTING T � Si - l- rt:$ �- - __ ._------- TRACT -__--TRACT 7317-1 (EXISTING) �WCN �IsR G> �1111� 11IIW rnN U IIW>0 JZOW mW JW H^Wllpp WKJ I"ZOF M W M MM W M JI,�IWJm Vl p>� W pN II II W OQ of >> N 00Q - - - /- N- U- /-L - L/N 350: . : .. .. + 350+ W I. NO M 348 .. : ... ...... ..: 348 +o .31% ... RON2/NE PROF/t£ -0.31% SEE NOTE "A" 346, :.. :.. :.:..:.. :...:...:...:...:... 346 . i 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 _ w u, U Inv32.89w' II� mo 19+00 20+00 0 317'E 28.04' NORTH FLOWNE PROFILE 29.51' oN CURVE rNCUVE�N -0 UVE-1 50' w w -zCURVE VERTICAL mm wm mw mW m N O><w OKS oU OW m W .-If mW W W C50Un OmSZ EX/STING GROUND PROFILE AT CEN7ERLINE� 350: 4° M - o -.. -- 350 + - - -- ---- -- - �- -+� M J W .. /. W 348 :.................... ... .... ........ .. ........... 48 3 D.00% OES/GN FLOWL/Nf PROf7LE% \ � SEE NOTE A" 0.25% +p 627 Z-6 0.25% i _ 0.25% 346:.......:.. mn a� a� wM ..:...:.......:...:...:...:... ...:...:...:..:...:...:...:...:....:...:...:... Ja.. 346 T 80.3' CROSS -GUTTER - { 751 CROSS -GUTTER 11+00 12+00 13+00........... 14+00 15+00 16+00 ...............17+00 18+00 19+00 -- 20+00 SOUTH FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: 1"=2' ( I-)31-1 el COB RECORDS No. o 11 Z� M W I - w zQ ry 2 I co W C) OC 0 0_ LL Ce) H W Q vJ / y O / m � w rc DATE PA JOB SHEET 5/31/2019 II LLE CL z 'l CL r m w w i La w rc 0_ a o a Z� M W I - w zQ ry 2 I co W C) OC 0 0_ LL Ce) H W Q vJ / y O / m � w rc DATE PA JOB SHEET 5/31/2019 II LLE CONSTRUCTION NOTES j 11 CONSTRUCT TYPE "B" 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M2 CONSTRUCT 4.5 WIDE COMBINATION TYPE SIDEWALK PER C.O.B. STD. DWG. ST -5 [3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 'I ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10, 5[S 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. NO. ST -9. Q7 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 FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC, TO FINISHED GRADE PER CITY STANDARDS. -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. 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. * 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) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN 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 PLANS) - - EXISTNG SEWER MAIN ---_�= EXISTING STORM DRAIN BARRE COURT (SEE RIGHT) s' I JI''I Jm Jm h M V 0.: _ -01 oOW 0 + No mJ Nm WA RD M J MLL M } 42 - o TR r (S"t 34 h 33 /; 4 1 I � 1 60 � 20• so, ' 2a - 1 o I Ci © _ C2 43 ' ------------------ _-- m --_ _ 2' 11, S00'35'45 W 12 _ - � - m CS 1 m 12+14.38 C8 I / JAIi N 2 TYP mN C7 ®TYP / o m 44 4647 20, /6p. 45 0 � 20 1 � / I �m 19 BARRE COURT 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 HORIZONTAL: I"=40' 1"=40' VERTICAL: 1"=2' 21 20 38 37 39 oL t"' I Ito 1 ON CURVE I .. .. m ILW RADIUS Ila iVN Jm /h Jp Mo O� o M QOM t7 OL 352...........+ � o'f w+..... o O mlJi 6l . ........................... N 84'49'06" o OJ v �\ N 76.61' e 8'28'25" 38.37' : C4 500.00' NLL d: M.... ... ... .......+... ' o w� 33.00' EXISTING GROUND PROF/LE AT CENTERLME =' 10+00 350: ..: ..... .... :- C6 348 --o.63q - 65.26' 21 20 38 37 39 oL t"' I Ito II CURVE TABLE .. .. .. ... CURVE RADIUS LENGTH iVN o TANGENTi Cl Mo W 52.07' M Iry 36 33.23' K p� O mlJi 6l 29.61' N 84'49'06" 18.27' OJ C3 �\ N 76.61' e 8'28'25" 38.37' : C4 500.00' LL N10+00.00 1' BARRE COURT (SEE LEFT) �m 52' on i N I o� rjli I N I' 1 m 1 35 c a 34 + > I I' 3 TYP 6-4 m �lI -N f+ 589'00"25"E 1 L 12+54.46 04 M2- 40 41 42 II II II � ¢ a BARRE COURT 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 43 I' m m 45 HORIZONTAL: 1"=40' VERTICAL: 1"=2' .. CURVE TABLE .. .. .. ... CURVE RADIUS LENGTH I DELTA TANGENTi Cl 33.00' Ism 52.07' M Iry 90'23'50" 33.23' z C2 20.00' Jm 29.61' N 84'49'06" 18.27' OJ C3 518.00' 76.61' : .... .....: 8'28'25" 38.37' : C4 500.00' M ............... M 110.83' M.... ... ... .......+... 12'41'59" 55.64' C5 33.00' 16.89' 10+00 29'19'56" 8.64' 12+00 C6 482.00' 65.26' 745'26" 32.68' C7 20.00' mW 32.89' �LL 94'13'22" 21.53' C8 42.00' ++ 182.45' 248'53'59" 61.22' o C9 33.00' 39.68' -. - -. - - 68'53'59" 22.64' IIUm C10 33.00' Iloal]on 16.89' 29'19'56" 8.64' Urn C11 84.00' O 1218.54'1149'03'41- O O O 303.53' HORIZONTAL: 1"=40' VERTICAL: 1"=2' .. .._0.35%,.. .. .. .. ... - - .... a .. ON CURUt Ism 11 0 M Iry U `° z x Jd J Jm (D W N I� ... - ... OJ � .... 348 . : .... .....: . � D£S/QY fT ONLINE PR0f7LE; ..... : ; 352 352 M ............... M ... M.... ... ... .......+... .. 352 346 .� s 10+00 11+00 12+00 13+00 m LL J mW LL �LL NORTH FLOWLINE PROFILE ++ o o EXISTNG GROUND PROF/L£ AT CENTER[/NE� 350 350 -. - -. - - ¢ IIUm ............. ...348 .-0.257 0 25% ... - - - 849 346 ........ :........... :........ .....:...:346 ........................................ 10+00 11+00 12+00 13+,00 WEST FLOWLINE PROFILE O32CU. IRN RVE F-O�� F`mm^ IFJN O 352 .............................N°. L.................NGM... .... m�l..x�.........352 EXISTING GROUND PROFILE AT -EN17RLINEI 350 ... ... ...:... ... ... \ - : _ - - - - - -. -. - - = 350 348 ............... ............. . ............ DE576N FLOHLYN£ PROF/LE�..... ..... "...... ... . 346:...:...: ...346 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE ... .. .._0.35%,.. .. .. .. ... - - .... .. .. ,. -0.25% _ . '0.�3 - 348:.. ... - ... � .... 348 . : .... .....: . � D£S/QY fT ONLINE PR0f7LE; ..... : ; 346 346 .� s 10+00 11+00 12+00 13+00 a LL NORTH FLOWLINE PROFILE Ila ¢ IIUm Iloal]on Urn N O Z O O O W ar Y < 1� t7 W O MY119 f7 N "1 352. M.L.......... 06+ ".............. ... ...... ±..Ni .......:.............................. .. x....352 / o EX/ST/NO GROUND PR0f7LE AT CENTERLLNE - 350' .- �:/:: .. :-:-.- .-.-I .-: ... - -. -� , .�. - -- - - :- .::. �... 350 9 u m o wOm <.JI l m �'�aa owa xz�LLo Z M wpm�ZZ-O�Fx Tizui O W26z-Z6o ay l M-2 m wxw>'°ia rz o¢k ow4_'�mo w z c �w�3¢z�w3a Lu �N 2'0'` 30.6x Q > tV M r mmF m'- oTw to N X ¢¢O 300¢mU O C1{l� LL w �ww'A ymzo 0�o3a '^ C7 a`1 vJ Z o%9zo mwQ yaws -m Q Ir 03uj N 003¢3 wzo¢06 Z mF(¢JQOE cr_ E5 co N zowwwLLKOQ ui Z M �aoai'(��omZiLL W N (D I-zm3rzwwv Y. O w 4 W w U m O 0 w LL r O K OO CL zd OwUO��h�" x o miui��ww �o om m= F> 0 0 O o.a. w=wo wm r ¢oo= L mwOwz�?p¢m __yE2QymIZYR FI-onI-_V.pLLV'KQi �"y V �rsrea>! U) Z J M � �W Z Q 20. O W `� U Ow W W W 0 m a i m 3 0 m w aw DATE 5/31/2019 PA JOB No. 3104 SHEET E �5 a 0 M OF 6 SHEETS CONSTRUCTION NOTES ❑i CONSTRUCT TYPE "B" 5" 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 Q3 CONSTRUCT RESIDENTIAL DRIVE APPROACH PER STD. DWG. ST -7 ® CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -10. ❑5 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. NO. ST -9. 07 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 FLOWLINE DATA UNLESS OTHERWISE NOTED. NOTE "A": VERIFY EXISTING LOCATION AND ELEVATION IN FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. O INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. OWG. ST -23 THRU 26 AND XXX 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. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -22 ® EXISTING SURVEY MONUMENT (PROTECT IN PLACE) * PROPOSED SEWER MANHOLE (SEE SEWER AND STORM DRAIN PLANS) © PROPOSED SEWER CLEANOUT (SEE SEWER AND STORM DRAIN PLANS) ® PROPOSED STORM DRAIN MANHOLE (SEE SEWER AND STORM DRAIN 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 PLANS) -- - - -- EXISTING SEWER MAIN _-==_-= EXISTING STORM DRAIN Jw J TRACT 7317-6 ; patio wwom f x 28 (FUTURE) a Cl 20.00' N O 9753'56" 0. -r 20.00' 28.04' 80'19'21" 48 C3 O1 � M 38.95' WI Q 33.00' 27.16' 47'09'23" 14.40' cace'� 0 oM 3 TY /A VJ ? f6 wwi>o�~xi� 2 i N W w ¢ _ a = EX/SONG GROUND PROFILE AT C£NTERL/NE Z J o--------------� z=~¢a OFa Wo W 00 �E (OMOMo F_ ...:.......... ...... ........ - I 0+00.00 .... OJ J WN ............350 .O�N f- J F ? p U y w Y 3 x>o�omr ....... L a p LL Z� VNi m C y O T y Y V' N w & 54 352 ma GRADE ® 2:1. - .......cd ry; 10+00.00 TO NAT. GRD. ... ..... .. .. 10+99.78 .J 48 -o:asq� O - FUTURE IMPROVEMENTS 1 S33`N'29"W PER TRACT 7317-6 g . .. .. .... ..... .... OESLGN FL0NYINE PR0FILE .. .. .. .. .. .. . 346 :...:...:... ...:...:...:... .. . :...:...:......... .. :...:...:...:...: ' EX/SANG GROUND 10+00 11 +00 12+00 13+00 WEST FLOWLINE PROFILE Ito 1 M 28.04' mW� ON CURVE M iKJ ZOZO l _ 352_ wl .. ...... ........352 Z ; v 350 ..... W b Z _ a TRACT 7317-6 ............... a s w (FUTURE) 348. - D.35% cl m 1 1 1 �1 I 1 27 WS-�REERO (SEE SNA 4) WINOOSKI COURT 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 17' M Kai �y� HORIZONTAL: 1"=40' VERTICAL: 1"=2' 352 mJ patio wwom f x LENGTH M ...352 Cl 20.00' N O 9753'56" 0. + O 20.00' 28.04' 80'19'21" 48 C3 0 201.08' V 38.95' WI Q 33.00' 27.16' 47'09'23" 14.40' cace'� 0 oM 3 TY /A VJ ? f6 wwi>o�~xi� 2 N N W 6 W _6 Z 350. EX/SONG GROUND PROFILE AT C£NTERL/NE Z J o--------------� z=~¢a OFa Wo W 00 �E (OMOMo F_ ...:.......... ...... ........ - I 0+00.00 .... OJ J WN ............350 .O�N f- 352... ? p U y w Y 3 x>o�omr ....... L a p LL Z� VNi m C y O T y Y V' N w & 54 352 ma GRADE ® 2:1. - .......cd 348. TO NAT. GRD. ... ..... .. .. .J 48 -o:asq� O M`�q . .. .. .... ..... .... OESLGN FL0NYINE PR0FILE .. .. .. .. .. .. . 346 :...:...:... ...:...:...:... .. . :...:...:......... .. :...:...:...:...: 346 EX/SANG GROUND 10+00 11 +00 12+00 13+00 WEST FLOWLINE PROFILE Ito 1 M 28.04' mW� ON CURVE M iKJ ZOZO l _ 352_ wl .. ...... ........352 O� NJ O n W 3cJ�; EX/SONG GROUND PROF/LE AT C£NTERL/NE� m t . — ... 3550 ... .. " 2:.1 348:... TD NAT. GRD. . ..:...:...:...:...:348 - ..... .... .... ...... D£31GN FLOWL/NE PROFCC£�...... . .. . ... I — — . .... .... . 346:. .:...:346 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE 51 G' 50 0/ 49 "�o mJ patio wwom f mW LENGTH M y p Cl 20.00' N O 9753'56" O + O 20.00' 28.04' 80'19'21" 48 C3 0 201.08' V 38.95' WI Q 33.00' 27.16' 47'09'23" 14.40' cace'� 0 oM 3 TY /A VJ ? f6 wwi>o�~xi� 2 uis ao�Niazw <F xpaw000m N W 6 W _6 Z ca a2 Z Z o--------------� z=~¢a OFa Wo W 00 �E (OMOMo F_ Sooi 354Es V - I 0+00.00 SMO OJ J WN _—mow 53 11 33.30 EXISTING IMPROVEMENTS -SEE NOTE "B" PER TRACT 7317EN NOTE "B": REMOVE OR RELOCATE EXISTING STREET BARRICADE CHICHESTER COURT 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 CURVE TABLE patio wwom CURVE RADIUS LENGTH -DELTA TANGENT Cl 20.00' 34.17' 9753'56" 22.97' C2 20.00' 28.04' 80'19'21" 16.88' C3 42.00' 201.08' V 38.95' WI Q 33.00' 27.16' 47'09'23" 14.40' cace'� 0 oM idwpO�Od /A VJ ? f6 wwi>o�~xi� m Q uis ao�Niazw <F xpaw000m N W � "pz> 3NCdoQ'�>Umop o�uou W _6 Z d a2 Z Z Wzo W z=~¢a OFa Wo W 00 �E (OMOMo F_ O/� II N SMO OJ J WN .O�N f- 352... ? p U y w Y 3 x>o�omr o�o3{p[ww�wom L a p LL Z� VNi m C y O T y Y V' N w & 54 352 ma .f mW .......cd .J Iwo O M`�q 11 33.30 EXISTING IMPROVEMENTS -SEE NOTE "B" PER TRACT 7317EN NOTE "B": REMOVE OR RELOCATE EXISTING STREET BARRICADE CHICHESTER COURT 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 CURVE TABLE patio wwom CURVE RADIUS LENGTH -DELTA TANGENT Cl 20.00' 34.17' 9753'56" 22.97' C2 20.00' 28.04' 80'19'21" 16.88' C3 42.00' 201.08' 27418'46" 38.95' C4 33.00' 27.16' 47'09'23" 14.40' 11 33.30 EXISTING IMPROVEMENTS -SEE NOTE "B" PER TRACT 7317EN NOTE "B": REMOVE OR RELOCATE EXISTING STREET BARRICADE CHICHESTER COURT 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=50 346:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:346 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: I"=2' O U patio wwom f w��w V co N=wa Z wm iz5iiop a 'c zw wa�o�= a W Z Z1.ry --'z- ow�oaEsioZ zd0_z 2 XO cace'� .zo y Y idwpO�Od /A VJ ? f6 wwi>o�~xi� m Q uis ao�Niazw <F xpaw000m N W � "pz> 3NCdoQ'�>Umop o�uou W _6 Z d Z Z Wzo W z=~¢a OFa Wo W 00 �E (OMOMo F_ O/� w awu wowLL N SMO OJ J WN .O�N f- 352... ? p U y w Y 3 x>o�omr o�o3{p[ww�wom L a p LL Z� VNi m C y O T y Y V' N & Cya ¢Wy� Z¢rdjl}t7 352 d 2 p R W Z 7 P-5 d FUO K Q m .f .......cd .J Iwo O M`�q EX/SANG GROUND PROFILE AT CENIERL/NE -. 350 ; �. 350 ..... ..: _ ............... 348. - D.35% 48 ..:...:..0.3.. ........ ..... ..:...: . -oss 9ES16Y✓ FLOIYL/NE PROFCLE _ SEE NOTE "A" (-0:S4q,) - - 346 :... ... ...:...:...:...:...:...:...:...:...:...:...:...:...:346 9+00 10+00 11+00 12+00 a o WEST FLOWLINE PROFILE W 2 fLM Z W. �O KZ oN�. W 352.... +M +M.352 �.. o . ........... .�� ... .... - .IJi n� Om1 pJ- EX/SONG GROUNDPROF/CE TCENTERC/Nf .04...0. +mN 350.... m :...:350 + ...... ILL -0.359348:. -0.35% ... . . . . . 1 . I 1 . . . :348 .-....5...-0.689,)....... OESIGN FLONLINE PROW:- .......... NOTE "A" ( ..... 346:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:346 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE HORIZONTAL: 1"=40' VERTICAL: I"=2' O U patio wwom f w��w V co N=wa Z wm iz5iiop M 'c zw wa�o�= a W Z Z1.ry --'z- ow�oaEsioZ zd0_z 2 XO cace'� .zo y Y idwpO�Od /A VJ ? f6 wwi>o�~xi� m Q uis ao�Niazw <F xpaw000m N W � "pz> 3NCdoQ'�>Umop o�uou W _6 Z pazop5F�z4pz Z wa Wzo W z=~¢a OFa Wo W 00 �E (OMOMo F_ w awu wowLL N O z�¢}oaa"df�w- OWt�On-x ? p U y w Y 3 x>o�omr o�o3{p[ww�wom L a p LL Z� VNi m C y O T y Y V' N m U' - W WJ�p�w Cya ¢Wy� Z¢rdjl}t7 d 2 p R W Z 7 P-5 d FUO K Q m COB RECORDS No. 9 9 3 M M U IY V) J cj O W rU) w Z �( U) w W = _ U_ W _ Or O �U Y W Q O U) 'I PA JOB No. 5/31/30 II 6 OF 6 SHEETS