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HomeMy WebLinkAbout1.1-6663 Ph 3 & 4STANDARD NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. IF 7HE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA7701VAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPDES), A "NO77CE OF INTENT" (NOI) TO COMPLY WITH THE 7ERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WA 7ER ASSOCIA 7FD 10774 CONS7RUC770N AC77W TY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED NTH STA 7E WA7FR RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONS 7RUC77ON ACVI TY. COMPLIANCE WI TH THE GENERAL PERMI T REQUIRES 774A T A STORM WA 7FR PODU77ON PLAN (SWPPP) BE PREPARED, CON77NUOUSL Y CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL C0NS7RUC77ON HOURS WAS7E DISCHARGE IDEN77FICA77ON (WDID) NUMBER 5F15C373935 HAS BEEN ISSUED BY THE STA 7F WA 7ER RESOURCES CON7ROL BOARD FOR THIS PROJECT. 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. 4. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. 5. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 6. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. 7. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 9. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -14, ST -11, ST -13, ST -15, ST --19, D-14, D-16, T-1, ST -21, ST -20. 10. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.60' AGGREGATE BASE OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR ASHE ROAD SHALL BE: 0.45' TYPE "B" ASPHALT CONCRETE OVER 1.05' AGGREGATE BASE OVER 1.00' O.G. TO BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -13. PAVING FOR BERKSHIRE ROAD SHALL BE: 0.30' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE OVER 0.50' O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. 11. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. TO BE INSTALLED O EXISTING 12. -:- INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 + INSTALL METRO SIZE _ STREET NAME SIGNS PER C.O.B. STD. T-1 -o- INSTALL STREET .LIGHT=- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. 13. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. 14. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: 15. AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 16. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 17. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 18. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 19. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 20. INSTALL ADDITIONAL # 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A:, MINIMUM OF 6" THICK. 21. INSTALL HANDICAP RAMP PER CALTRANS 2015 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 22. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 23. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 24. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 25. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT--OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, APPROVED INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 26. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. 27. AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 6' WING W/2 CENTERUNE STORM DRAIN UP CURB AND GUTTER FLOWUNE CURB AND GUTTER ir) B.C.R a SIDEWALK W 6' WING LANDSCAPE CENTERLINE STORM DR N TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PACHECO ROAD PROJECT 22 23�- FAIRVIEW ROAD 20 S/ TE (�-1 24 21 4 PAN�=MALANE 29 28 7Q Q 26 mv� McCUTCHEN ROAD 30 m 01 En][HOSKING iX 0 0 0 35 36umm4" =ii< 33 .:II -II 0 J4 MCKEE ROAD GREEMLD TAF H WY. PUMPKIN L.____. 119 TCSR 4 cn 3 cn 1 (6LJ 6 5 o a CURNOW Y 2 0 9 z 8 10 cn 11 12 7 IF] 15 14. VICINITY MAP NO SCALE 17 c ♦ { - W � > N9 53 18 1 - i� I - - �) 52 51 5 I 19 � �► - v - - - I 20 = 31 22 23all 2, PAS i 17 PHASE 4 0 16 15 14 13 18 19 / -- / / 20 21 22 23 24 34 33 32 31 LIST OF MATERIALS ITEM DESCRIPTION UNIT PHASE 3 PHASE 4 TOTAL A.C. PAVING TNS 3747 2363 6110 AGGREGATE BASE, CLASS 2 CY 5049 3384 8433 ROADWAY EX./SUBGRADE PREP CY 4497 2622 7119 6" CURB & GUTTER LF 7158 6229 13387 SIDEWALK (4" THICK) SF 33892 31184 65076 DRIVEWAYS (6" THICK) SF 8400 8040 16440 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 17 10 27 CROSS GUTTERS SF 640 - 640 STREET NAME SIGNS EA 10 10 20 TRAFFIC CONTROL SIGNS EA 11 7 18 STREET LIGHTS - COB STANDARD EA 10 10 20 SURVEY MONUMENT & ENCASEMENT EA 9 8 17 INTERCONNECT CONDUIT PULL -BOX EA 7 1 8 MEDIAN CURB LF 1687 - 1687 TRAFFIC SIGNAL INTERCONNECT CONDUIT LF 1166 - 1166 STRIPING (DETAIL 9) LF 2322 PTH-02ALKYD. 2322 STRIPING (DETAIL 22) - LF - 1237 1237 STRIPING (DETAIL 27B) LF - 438 438 STRIPING (DETAIL 38) LF 1381 - 1381 STRIPING (DETAIL 39) LF 941 - 941 SAW CUT LF 1110 - 1110 LOCAL STREET FRONTAGE: 11035 LF COLLECTOR STREET FRONTAGE: 1321 LF ARTERIAL STREET FRONTAGE: 1164 LF LEGEND: ABBREVIATIONS FL FLOWUNE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERUNE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Oo EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. �- FURNISH & INSTAL_ STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL - �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON w _ SHEET 9. 11 10 96 7 s ' S rnt%q WALKERS -C _LA Nf- 26-277 r 26 27 1 r59 60 61 62 63 64 65 66 6@ f �- 10 -- i 29 28 31 58 57 56 55 54 53 52 51 N W 50 - DIAMOND SPRINGS DRIVE , I' 49 0 41 �! 42 43 44 45 46 47 48 � I 7 I BERKSHIRE ROAD KEY MAP D- SHEET NUMBER SCALE: 1" = 200' CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR VESTING, TENTATIV TRACT NO., 6663 PHAS S 3 & 8. ASHE ROAD LEGEND (CONT.): NOTE: 1. PRIOR TO THE START OF ANY PHASE OF NO S: t 10. CHARTLEY LANE & PACIFIC PINES WAY,/t°j SECTION LETTER (1 11. STRIPING PLAN APPR VED BY: ER A. McINTOSH R.C.E. 33322 DATE CONSTRUCTION, THE CITY CONSTRUCTION EXP. 6-30-20 , CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. o z o IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD THE BEARING OF N88'5742"E, SHOWN FOR THE NORTH INSPEC11ON DEPARTMENT SHALL BE GIVEN LINE OF THE NORTHEAST QUARTER OF SEC. 28, T.30S., BE PUBLICLY MAINTAINED: U o z "W3--1" - STOP AHEAD] CURVE NUMBER FOR CURVE DESCRIPTION BOOK 29, PAGE 100 IN THE OFFICE OF THE KERN CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. 24 HOURS NOTICE. TELEPHONE 326--3049 COUNTY SURVEYOR, WAS TAKEN AS THE BASIS OF ® ITEM OF WORK - SEE SCHEDULE � I QW a �. � ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BENCHMARK USED:tl.� © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS W 00 TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE APPROVED BY: NICOLAS FIDLER, PUBUC WORKS DIRECTOR DATE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT fl FIREBAUGH STREET. aQ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ELEVATION = 356.735' (U.S.G.S. DATUM) �.. �P WILL REQUIRE A CERTIFICATE OF COMPLIANCE SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. 0 E � `� 3--31-20 DATE LEGAL., DESCRIPTION: ASSISTANT PUBLIC WORKS DIRECTOR STATING THAT THE REQUIREMENTS & STANDARDS THE NORTH HALF OF THE NORTHEAST QUARTER OF N SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, TRACT/PHASE. M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE SET FORTH BY THE CITY OF BAKERSFIELD HAVE C t 16) OF CALIFORNIA.REVIEWED BY: e TRAFFIC ENGINEER DATE: BEEN MET. PHASE BOUNDARY m_j 1 o PTH-02ALKYD. 3. NO CITY INSPEC11ONS WILL BE GIVEN FOR THE 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE A.C. 11 RELOCATE - - - CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO WORK IN THIS AREA UNTIL A STREET PERMIT 'h EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. INDEX OF SHEETS WITH APPROPRIATE SECURITY AND INSURANCE 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. HAS BEEN OBTAINED. SAW CUT OVER 1.05 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO g REMOVE SHEET TI TLE 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. M Know what's below. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. 1. COVER SHEET ENGINEER'S STATEMENT W Z Call before you dig. 2. NOTES & SPECIFICATIONS UNDER AND EACH SIDE OF CROSS GUTTER. THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR 9 P 3& 4 3. SHAVER DRIVE UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, 4. THUNDER TRAIL DRIVE INCLUDE ALL REQUIREMENTS DSIGNIGENCDY OFDTHE � ADVISORY AOR OTHER REVIEW BOARD.IMPROVEMENT v 5. WALKERS GLEN LANE 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF 6. DIAMOND SPRINGS DRIVE & CROOM LANE THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND m %. BERKSHIRE ROAD SUCH CORRECTIONS SHALL BE REFLECT ON CORRECTED PLANS - SUBMI TO THE ITY ENGINEER. 8. ASHE ROAD LEGEND (CONT.): 9. HAWKINS COVE DRIVE NO S: t 10. CHARTLEY LANE & PACIFIC PINES WAY,/t°j SECTION LETTER (1 11. STRIPING PLAN APPR VED BY: ER A. McINTOSH R.C.E. 33322 DATE A _ 2 _ _ _ _ - SECTION DESIGNATION EXP. 6-30-20 , CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. BASIS OF BEARINGS: IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD THE BEARING OF N88'5742"E, SHOWN FOR THE NORTH PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO LINE OF THE NORTHEAST QUARTER OF SEC. 28, T.30S., BE PUBLICLY MAINTAINED: INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. R.27E. M.D.M., RECORD OF SURVEY NO. 3415, R.S. "W3--1" - STOP AHEAD] CURVE NUMBER FOR CURVE DESCRIPTION BOOK 29, PAGE 100 IN THE OFFICE OF THE KERN CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. - - D COUNTY SURVEYOR, WAS TAKEN AS THE BASIS OF ® ITEM OF WORK - SEE SCHEDULE 5 O BEARINGS SHOWN HEREON. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM BENCHMARK USED:tl.� © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE APPROVED BY: NICOLAS FIDLER, PUBUC WORKS DIRECTOR DATE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND R.C.E. NO. 61069 EXP. 12-31-18 fl FIREBAUGH STREET. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ELEVATION = 356.735' (U.S.G.S. DATUM) �.. �P PER TRACT N0. 5845 PHASES A -D, MON. ELEV. MAP SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. REVIEWED BY: STUART J. PATTESON R.C.E. N0. 44898 EXP. 3--31-20 DATE LEGAL., DESCRIPTION: ASSISTANT PUBLIC WORKS DIRECTOR THE NORTH HALF OF THE NORTHEAST QUARTER OF SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, TRACT/PHASE. M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE _� C t 16) OF CALIFORNIA.REVIEWED BY: TRACT BOUNDARY TRAFFIC ENGINEER DATE: LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NO S: R1-1 -� FURNISH & INSTALL TRAFFIG SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP *W14- SECTION LETTER (1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 "R6-1" - ONE WAY - NO OUTLET "R26(CA)' - NO PARKING ANYTIME "W31(CA) -END A _ 2 _ _ _ _ - SECTION DESIGNATION fl , CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. "R3-7" - RIGHT LANE MUST R81(CA) - BIKE LANE SHEET NEW TURN RIGHT SECTION IS SHOWN 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "W3--1" - STOP AHEAD] CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE 5 O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM FLOWIJNE STATION -SEE TABLE 1 NOTE: © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT fl CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. ® INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND S SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED NO -I-ES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. ® - SEWER CLEANOUT REFER TO SEWER &STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. Og CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PHASE BOUNDARY BE COMPACTED TO 95� RELATIVE DENSITY PER C.O.B. STD. ST -9. "B" PTH-02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE A.C. 11 RELOCATE - - - CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 'h EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. g PROTECT IN PLACE 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. ---------------------- SAW CUT OVER 1.05 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO g REMOVE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ;'ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know what's below. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION LITH PG&E. Call before you dig. 7. 957. COMPACTION FULL PAVEMENT SECTIONTO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. 1,1-6663 P 3& 4 STANDARD NOTES (CONT.)ASPHALT CONCRETE PAVING NOTES: • TRENCHING NOTES. STORM DRAIN NOTES. ` 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE 28. SUBGRADE PREPARAl10N: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 1. ASPHALT CONCRETE SHAD_ BE TYPE 'A' {MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHAD_ CONFORM TO THE PROVISIONS IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS 111 WITH RUBBER GASKET JOINTS 00 REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT T TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM SECTION 39, ASPHALT CONCRETE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED PLANS. N DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. PROVISIONS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. 0 THE COMBINED MINERAL AGGREGATE FOR TYPE A REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PiPE SHALL CONFORM TO THE 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, � � 29. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE HOLES FOR BELLS AND FITTINGS SHAH_ BE EXCAVATED BY HAND, TO A WIDTH PROVISIONS IN SECTION 65, REINFORCED CONCRETE PIPE". OF THE STANDARD z THE FIRE DEPARTMENT REQUIREMENTS. (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3 4" MAXIMUM, MEDIUM GRADING. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. Uj / THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. w z 30. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE W CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIR AND/OR CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL. CONFORM TO THE ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED iN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. UPGRADING AS PER CITY ENGINEER. ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT 31. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR INSTALLATIONS SHALL MEET CiTY STANDARD S-39. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE If EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM "STEAM -REFINED PAVING ASPHALTS." IN SECTION 92-1.02 "GRADES," OF THE STANDARD PIPE" OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. z SHALL BE 4:1, ► . , SLOPE SHALL BE 29'0. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. W BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO a 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. ZD 32. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS c, CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR ENGINEER. _ REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR HANDLING OF MATERIALS. ALL PiPE, FITTINGS, SPECIALS AND CASTINGS MUST BE APPROVAL 10 DAYS PRIOR TO PAVING. DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE REGISTERED CiVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY JUSTIFYING APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING 33. DST CONTROL CITY ENGINEER'S REVIEW AND APPROVAL: THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RULES ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION RESILIENT JOINTS ON PIPE AND FITTINGS WiLL NOT BE DAMAGED. ANY PiPE OR FITTING CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION A. A UST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE REJECTED. OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS .REQUIRED TO COMPLY WITH THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING PROVISIONS OF SAID PLAN. I B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD BACKFILL AT ALL TIMES. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE .INSTALLED IN STRICT � 34. STORM WATER POLLUTION PREVENTION SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0 N EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT M o co RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS t- rn n CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE W o FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAiD TRUE < d- i � OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE D THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT O z 00 � °' EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF LABORATORY TEST RESULTS ON WHiCH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS 1N THE FLOW UNE. AS THE U m d' z WITH THE PROVISIONS OF SAID PLAN. SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MiXTURE AS WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND z �„� CONSTRUCTION SAFETY ORDERS THE PLANS SHALL BE PREPARED AND CERTIFIED BY A I o DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE Q J i III 35. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE "AGGREGATE," REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL OF SECTION 39-2.02 AGGREGATE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS ') v) ' LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS w U � PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. w HOUDAYS. WHERE CONSTRUCTION OPERA11ONS ARE ACTIVELY iN PROGRESS, A AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROHIBITED ON THIS PROJECT. I o , MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET iN WIDTH, SHALL BE _j a OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 3. TRENCH .BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO o FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT w coo ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN o U) BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF N w m AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. Y TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. Q < M NO ADDITIONAL COMPENSATION WALL BE ALLOWED FOR ANY SHAPING OF SHOULDERS 7. A PRIME COAT WiLL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRiOR TO THE PLACEMENT THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM m III - NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. OPERATIONS. STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE9.0 PiPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 8THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIELIC TRAFFIC. CARE SHALL ACCORDANCE WITH CiTY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE _1;5_. WORK AND WHERE ORDERED BY iNE ENGINEER, THE CONTRACTOR SHALL., AT HIS . D SHALL BE CLOSED TO PUB . THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED .GRADE BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY LITH SMOOTH EDGES AND FACES. � OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ' LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED Z*% FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WMHERE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PiPE, IN SUCH A MANNER OR INCORRECTLY CUT. 6i DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. ,` N WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC , j TRAFFIC THROUGH OR AROUND THE WORK. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS 2. 0 � MIII � ASPFHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE Wd o v 36. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DIRECTED BY THE CiTY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT iTS LENGTH AND SHALL SLOPE z PLANS AND AS DESIGNATED BY THE ENGINEER. TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER I OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL ED OBTAINED, AND ANY EXCESS LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS o BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE SHALL. BE FURNISHED AT THE CONTRACTOR'S EXPENSE. ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DISPOSAL OF THE CONTRACTOR..�_-� ,) I MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONFORMS WHEN PAVING OPERATIONS RESUME. IN-SITU MATERIALS. m CONSTITUTE A HAZARD TO TRAFFIC WALL NOT BE PERMITTED. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE. CONTRACTOR SHALL PROVIDE "FIRM BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE TRAFFIC STRIPES, SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC OPERATIONS SHALL BE CONDUCTED iN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRiNGLINE. FiRM BEDDING MEANS THAT PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL PATTERN. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY iN THE ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. THE PLANS. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SOUPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION OLD MESSAGE CANNOT BE IDENTIFIED. TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLINGS SHALL BE AVOIDED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL OPERATIONS RESUME. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS APPROVAL. " BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS, THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL SHOVEL -SLICING OR HAND TAMPING SHALL. BE DONE BEFORE THE BEDDING IS BROUGHT iT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL z DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE o IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE WITH CALIFORNIA TEST 375. UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR . Fn UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH ANI BACKFILL "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR W AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER REMOVAL AREA. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTAL BREASTBOARDING AND/OR FACE CLOSURE WITH REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND/OR CLOSING THE WORK FACE. - IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A BLAST CLEANED RECTANGULAR AREA. OPERA11ONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN TEST AFTER NOTICE iS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MiNOR STRUCTURES WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE IRESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WiLL NOT BE CONTRACTOR FROM HIS RESPONSIBIUTIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC 15. iF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE. INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL SAFETY," OF THE STANDARD SPECIFlCATiONS. EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT CONFORM, iN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SHALL BE REMOVED AND REPLACED WITH MATERIAL. THAT DOES MEET THE IN-PLACE DENSITY SUBSEQUENT _BACKEILI_ ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL o TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELDMARKINGS," OF THE STANDARD SPECIFICATIONS. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHAD_ BE DETERMINED BY: MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, STANDARD S-12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. . A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STANDARD SPECIFICATIONS. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED iN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE STRENGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE SUBSTITUTED WITH PARAFFIN.DEPTH EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION iS BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. PLUMB. ALL OBLITERATED PAVEMENT DEUNEA11ON WITH TEMPORARY DELINEATION DURING THE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2--1/2) FEET OF SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 4. ADJUST SURVEY MONUMENT ENCASEMENTS PERIOD. TOLERANCES, iT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR . ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR TEMPORARY DEUNEA11ON CONSISTS OF REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN I co NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WADE, SPACED NO MORE THAN PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS AND CITY STANDARD S-29. I20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY B. REMOVAL AND REPLACEMENT, OR COMPACTION. ' Z REFLECTIVE TRAFFIC UNE TAPE IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FORA O TEMPORARY DEUNATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. I I - THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. STONES OR LUMPS EXCEEDING THREE (3) INCHES iN GREATEST DIMENSIONS, VEGETABLE REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF "� PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE 11ME REQUIRED FOR V 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. 0 1e1 ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. TLI PROTECION OF THE CONCRETE SURFACE FROM PUBC TRAFFIC SHALL BE REDUCED TO TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEARESTWHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. A MINIMUM OF ONE DAY. STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL LANE UNE OR PAVEMENT EDGE AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT cc 0 PROVISIONS. CENTERLINE. AL.L GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. v W ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, 1 CONTRACTOR SHALL GiVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ed CL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF C CO 0 CONFORM TO SECTION 84-2, THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS ?� cc MARKINGS". COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CiTY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. m uaOd NEXT LAYER IS PLACED. � co MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE SPECIAL PROVISIONS. I 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE I U COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FiNE GRADATION I CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THEa 0 THE STANDARD SPECIFICATIONS. UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) I 1 40 Z BASE, RELATIVE COMPACTION FOR THE TOP FINISHED 30 AND SHALL BE DETERMINED BY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE � CO MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMA11ONAL PURPOSES ONLY. ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE Z N ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE OF THE FOLLOWING D2922 OR D1556. LANDSCAPE PLANS BY THE RECREATION &PARKS DEPARTMENT. 13N 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALIRANS STANDARD SPECIFICATION SECTION 19-1.03 IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE PER THE CITY OF BAKERSFIELD. SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. 9 � r.. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TO COMPACTION TESTS Will BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND a THE FOLLOWING: LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. o 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 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE 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. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S-7, S-8, AND S-21 AND SECTIONS 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED iN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S-20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. Know what's below. beforeCal I 1.1-6663 Ph 3 & 4 R/W N II C.L. CATCH BASIN NO. 15 STA. 14+53.78 C.L. 20.00 LT. STA. 14+53.78 F.L. CITY OF BAKERSFIELD STREET _j 8 c� _j NORMAL F.L. ELEV. 353.16 d q C.L. CATCH BASIN NO. 13 RIGHT-OF-WAY DEDICATION PER DRAINAGE BASIN C1 a 04 c> DOC. No. 0206208460 O.R. C> C1 C> C> DEPRESSED F.L. ELEV. 352.99 C4 /STA. 15+49.28 C.L. 20.00 LT. SEE SEWER & STORM DRAIN C1 C> HASE C1c; cs _j_jC) 04 04 c; STA- 15+49.28 F.L. 6' BLOCK WALL PLANS FOR DETAILS C14 C14 0 - 6 _j L- CROOM LANE Zji NORMAL F.L. ELEV. .353.35 C4 PER WALL 30' -WIDE COUNTY OF KERN PUBLIC HIGHWAY FLOWAGE & DRAINAGE _j_j dHAQE 3 nn r-ww ASHE ROAD _j J _j In to SEE SHEET 6 DEPRESSED F.L. ELEV. 353.18 15 C3 U: 14 _j _j 0 U_ C3 L� 4 CONSTRUCTION SEE.SHEET 8 EASEMENT BY ORDER OF THE BOARD OF a c> U: U.* LZ _j (0 co 0 LL: PLANS SUPERVISORS OF KERN COUNTY PER VOL 8, EASEMENT RECORDED OCTOBER - r, 13 -1 d u: j 4 _j 11 -1 11 20' 20' 23, 2015 AS DOC. NO. U') LO U_ U: 10 9 2"12 " " U: + + _j W LO C3 C5 16 .0 fl) - + + 8 6 _j _j (0 549 OF THE MINUTE BOOKS 000215149026, O.R. -- ---- + c) 14 Pao (0 n to to 7 LL: L,: LL: LL. 5 4 0) rn CD 0 00 T_ V_ 30' 30' LL_ E;l 04 04 to o >_ >_ V_ V_ > 2 _j + + c,1 3:-: + + co to ]R IM . . __ - LL: 44 U.) 04 + + + 9 -: lm� . . L�j - +1 W (+)0 C-4 C-4 -f- W W 0 !i 1 9 g ig - p 0: - to to + + + _j < C14 C14 + + + 00 •(3 it - LL. _j L U_ _j C) 04 c_j 98 10) U_ LL_ L + (D cm 4- 136 V) (n Or8 •0 pr) to �2 < to V_ I n aE iR -t Uj cn 4- C3 + + R/W eco _j ca cn < < R/W 584 + +1 4 W cn (n + cn 000_ w1u) V) (n 0 .00 < < C4 ;5 < V) (n u- R/W ;z _j;!� _j -!S R/W Uj cn cn cis E�; f Q V) _j _7z C4 C-31 C3 - <- I : :0, v, !� :j � �: C INTERSECTION -7 C4 -7 i 3 c_>1v) U') 7111,11,7711- x; STA. 1 2 0 INTERSECTION C) \/a\ (Typ.) 21+44.51 C.L SHAVER DRIVE 00 \fj _�<� 18m DRAIN, 4 C) L c� STA. 10+00.00 C.L. SHAVER DRIVE D-11+ 18" DRAIN 18* DRAIN I STA. 20+23.54 C.L. ASHE ROAD 88*57'42"'W C> fe) 00-N 501.531- -1,3+00-D- _< CD z STA. 15+60.00 C.L. HAWKIA§7 42*w 16+00 228 0016 c> n s lk- [_ __=-_--47' v- . - 17+0%1 18+ C14 SEWER s +00 00 LOT c14 -S :21+ C3 (TYP.), Is - S__ CD 4 4 (TYP.) -S C4 Lu C6 V -R 7 7- cli ,77 7,77". V_ - �X� , "I I ,, , 77 �!A I 18r DRAIN SEE STA. "Am 8 SEWER 8" (Typ') 19+001488-57-42N_114.51' 20 C5 cq DRAIN -U-) LO 7 j _j 77, P EA i' aoC-1 L Ir L 04 �.6- -SE MAP %0 11 54 IA: C4 U_ U: _j P C, R/W LA: _j c; g _j 3 LZ "01 11 1 _j U: LL: tl?�W LL: Lc 11 _j T 16 cn d-- >_ 0: Q 91 g LL: ik"C> < "� W) >_ C) CO %n 3: p U� tri I U� R/W LL: U: IA: 120' C> C) P- ;Eg gi Ui C5 16 61 91 C) cF g - - + + 0) U� C, -T- %.j CN .4- in C) 0) > + + W + r-� Ui F_: g Lq LO 91 C3 CN C4 + C4 + m 00 >- c> 4 + U� Oq 62 0: + + +1 g, E c; ;9 9 0 a to C1 9 co EXISTING 30' cq m::2 0 0 W 8 20' 04 I m I Lp ca - 20'_ + + �! " J -e -e L.J L r- NE to + C) © 00 +1 TO ct I cj c,4 41 R/W Ula. U (n V) �0_ 30' 30' 48' 481 cs 55 57 58 59 60 >; cj ;j; 63 8 1 LS U V) 56 -i �< t; i J c; < U_ 0 V) (3 En C3 V) cn > < 04 F- < 55' O C> (n C3 V) 04 J _j * 1--c 0 V) 55' B.V.C. L4 cn W- cnl cj (n cn 66 wo (n co to L6 Ui �4 Moto > U.; _j C3 U: (3 _j HA NS COVE DRIVE'd LO to Uj 67 C3 V) cl!� 68 C -3j cn* I < 1* U- Uj (3 U: 0 U_ a a cj SEE SHEET 9 J J + + W N C4 STA. 14+90.00 C.L. 20-00 RT. u- BLOCK WALL d LL: a m + +1 c� a c� CHARTLEY LANE to Ul) 6 m 04 04 STA. 14+90-00 F.L.L 8) 8 c� a 64 a C1 W< m< 65 69 C> 0 CD uiui -4 cS SEE SHEET 10 = m rl� PER WALL 89 Ij- *!i! + + ASHE ROAD bi r- f- to CONSTRUCTION c; d cs C3 cd ++ psi ")to _j + + + + 04 Co C3 < V) tc) Ul) (0(0 J C> a PLANS SEE SHEET 8 + + 0 cn cf) Uj -PHASE 3 d d 01 04 C4 z Q am- 15 cl, U! cn cn (300 Uj (A 0 d c; ,NN V) C4 CONN Co. m cn (n + + to STATION TABLE: Z STA. "A": STA. 15+01.53 C.L. SHAVER DRIVE SHAVER DRIVE "cn cn STA. 10+00.00 C.L. CROOM LANE STA. 10+00.00 C.L. TO 14+44.51 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL N 20' i20' Z R 0 I U_ 1.5% MIN. TO 1.5% MIN. TO 3.4% MAX -1 i t 3.4% MAX. 366 364 362 -1-0% 360 tI 358 O.V A.Q PAMJ COMMUMON 356 OW AM BASE simwmx 0.5! COMPACTED O.G. PROPOSED rff or 95X REI AMVE DENSITY CURB & GUTTER 354 rXLOCAL STREET SECTION 352 SCAI E. j "=10' HORIZONTAL 1 =5' VERTICAL 350 11 = 4.5 R=33 348 346 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 84.00' 197.70' 202.06' 134!51'11" C2 35.00' 13.70' 6.94! 222535" C3 35.00' 54.98! 35.00' 90000,000 C4 20.00' 31.42! 20.00' 90100,000 C5 30.00' 47.45' 30.33' 9003729' C6 30.00' 1 0.80! 1 29.67' 89'22'31' 1 366 364 362 360 358 356 354 352 350 348 346 %;Vv 364 362 360 358 356 354 352 350 348 346 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00.2.14."25 LEGEND (CONT.),_ RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R14, 50.00' -STOP "W1 4-t - NO OUTLET *R6-1* - ONE WAY 'W,31(CA)" SECTION DESIGNA11ON 0 n -END R26(CA)" - NO PARKING ANYTIME -R81(CA)* 2 'R -3-l' - RIGHT LANE MUST -BIKE LANE SHEET VACRE cr_ < TURN RIGHT SECTION IS SHOWN o :2 00 `W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION D 50.00 F ITEM OF WORK - SEE SCHEDULE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM Fil FLOWLINE STATION - SEE TABLE < DRAIN PLANS NOTE: j < SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT L �tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION P ' TH-o2ALj(YD. > VERT. CURVE C) C) E (0 0 V) SEMI? MANHOLE REFER SEWER & STORM DRAIN PLANS. NOTES: cq W 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. Nel 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. m TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. V7 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B* A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO z/v EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 1q* IR 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE *B* A.C. ---------------------- SAW CUT OVER 1.05AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 'All BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. co Lq COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' 10 C'4 LO cn re) LO re) to V_ p! 1'7al: Lo cn III Ln 15 MLO ciD •to to 11 - W00 LO M O rn L4 M.4 >: LO ui cs Z j Ik Ui tn m 0 0i >: ci Z It U1 WUj >: c 0. j Uj LO Z U. W W W to C> to W Z LL: Uj W U4 1 _2b WUj- _ %..# c� Ui �9 to W tn IL9 Uj tr C) AF. m :c 00 r- U: C1 _j Uj a Lq _j W LAj 00 _j LL_ to L q O + L C3 11+ Ncs 9 Lq >: W fc_> Ln U: W cn!v lot + cy) + W L A: t "_ cn co W to C>+ C1 v- a + + W v- t<� a: >; O� 1* c� to . A11PROXIMA1E -:4 ;2: EXISTING C.3 N+ > > i cn C L W W _j 0 GR )UTH C3 Ig- Wo CUS U i >: I L5 GROUND AT NOR I FLOWIJN cd 1cn co i cd cn Q m cn d cn en Uj c6 cn Uj to d to z im W m cn 0: W (n J. C� inti n -YAOL S= .51% S=0.25% F S=0.96 ...... af-U.ZDA- . S=0.26% ........ . . ....... ....... ..... PROPOSED S, )UTH FLO NE 0.-27%- to *4 FRI; PROPOSED SOU ....... E 1 C.I� C.B. NO. 14 !b co _0D 1* te) V tei !� A L F,_ Iqt A I -S=-0.26% co PROPOSED 4ORTH FLOWUNE LO 20 r, 4 c) 4 00 PR(POSED NORTH FLOVUNE ST4 k f5+ . N MAL F. NY, Z ELEV.= S=0.26%- C-4 1 cq II to vi to to U') Lc) te) U M0 >: if if D FAU1V,it =M87 11• II• 11 IIUj >: 11 >: ji6 Uj W ..i W >: rl� >; I t�t 348.6D' INV. 18' N W W Lli _j W _j W W W L" LU Uj W < W Ejj LLI si,$)j c4rtq %;Vv 364 362 360 358 356 354 352 350 348 346 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00.2.14."25 10+00 11+00 LEGEND: ABBREVIATIONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FG FINISH CONCRETE P.O.C. POINT ON CURVE FC: FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. i 13+00 15+00 i LEGEND (CONT.): LEGEND (CONT.),_ RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R14, SEC11ON -STOP "W1 4-t - NO OUTLET *R6-1* - ONE WAY 'W,31(CA)" SECTION DESIGNA11ON 0 n -END R26(CA)" - NO PARKING ANYTIME -R81(CA)* 2 'R -3-l' - RIGHT LANE MUST -BIKE LANE SHEET VACRE cr_ < TURN RIGHT SECTION IS SHOWN o :2 00 `W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION D 50.00 F ITEM OF WORK - SEE SCHEDULE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM Fil FLOWLINE STATION - SEE TABLE < DRAIN PLANS NOTE: j < SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT L �tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION P ' TH-o2ALj(YD. > ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S C) C) E (0 0 V) SEMI? MANHOLE REFER SEWER & STORM DRAIN PLANS. NOTES: cq W 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. Nel 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. m TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. V7 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B* A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO z/v EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 1q* IR 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE *B* A.C. ---------------------- SAW CUT OVER 1.05AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 'All BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Lq COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. III Ln 15 Un MLO W00 M L4 M.4 Uj WUj wLq Uj LO _j W to U4 1 _2b WUj- %..# c� Ui �9 to Uj tr C) CS LAj L q O + 11+ Ncs lot cy) + W co W C>+ C1 v- v- t<� APPROX IMATE EXISTING 1* + to C3 to . m C3 -:4 ;2: C.3 N+ cn GR )UTH >: I L5 cd 1cn co cd cn Q m cn m cn 0: W (n S=0.517; n -YAOL S=0.25% S=0.96 ...... af-U.ZDA- . ...... ........ a 4AX ..... PROPOSED S, )UTH FLO NE to *4 FRI; PROPOSED SOU H FLOWLI E 1 C.I� C.B. NO. 14 !b co _0D co C-4 U') LO 20 ST4 k f5+ . N MAL F. NY, Z ELEV.= 353.04� II to vi to to >: D FAU1V,it =M87 11• II• 11 IIUj Uj W ..i W 348.6D' INV. 18' N W W Lli _j W _j W W Uj W < W Ejj LLI c4rtq 10+00 11+00 LEGEND: ABBREVIATIONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FG FINISH CONCRETE P.O.C. POINT ON CURVE FC: FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. i 13+00 15+00 i LEGEND (CONT.): LEGEND (CONT.),_ RI -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R14, SEC11ON -STOP "W1 4-t - NO OUTLET *R6-1* - ONE WAY 'W,31(CA)" SECTION DESIGNA11ON 0 n -END R26(CA)" - NO PARKING ANYTIME -R81(CA)* 2 'R -3-l' - RIGHT LANE MUST -BIKE LANE SHEET VACRE cr_ < TURN RIGHT SECTION IS SHOWN o :2 00 `W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM Fil FLOWLINE STATION - SEE TABLE < DRAIN PLANS NOTE: j < SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT L �tr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION P ' TH-o2ALj(YD. > ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS C) E (0 0 V) SEMI? MANHOLE REFER SEWER & STORM DRAIN PLANS. NOTES: cq W 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. Nel 2. LOCAL STREETS - PAVEMENT TO BE 0.20" TYPE "B" A.C. m TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B* A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO z/v EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. SM. ST -9. 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE *B* A.C. ---------------------- SAW CUT OVER 1.05AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 'All BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" NTH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. 17+00 18+00 i K $ f CON STRUCTI 0N NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. SM ST -1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. SM DET. ON SHEET 7. O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. SM. ST -18. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. SM. DET. ON SHEET 9. 10 PAINT 12" OMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 11 RELOCATE 12 PROTECT IN PLACE 13 REMOVE REMOVE %)VU 364 362 360 358 356 'Xr%A 352 350 348 346 21+00'1 - ,2, r-. i SCALE: 1 = 50' 50" 25' 09 50' 100, Know what's below. Cal I before you dig. 6663 Ph 3 & 4 CITY RECORDS NO: 0=0 N m Q to 0) 0 n 04 0 00 cr_ < 0 I V� o :2 00 ul 0) o Of 14- 0 Z LL. I z < 2 j < W 00 > j LLJ (p C) E (0 0 V) cq W Li Nel m 90 V6 'All 6 !- N m Q to ul 2 :5W0 > !- III N m Q to ul 2 :5W0 > N m Q to 366 364 362 360 358 356 354 352 350 348 Q p z m r U N U d o- r t - W z F -- IL ac 0 z m U a K SUALL: I = 5U HUKILUN I AL 1„ = 5' VERTICAL 6' BLOCK WALL. PER WALL CONSTRUCTION PLANS 346 9+00 10+00 11+00 12+00 13+00 366 364 362 360 358 356 354 352 350 348 346 14+00 15+00 17+00 18+00 19+00 � !r 21+00 22+00 366 364 362 360 358 356 354 352 346 22+75 LEGEND (CONT.): ,CONSTRUCTION NOTES: R1-1 -!- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "yyiq-2« 9+00 10+00 11+00 12+00 13+00 pl - NO OUTLET 'R6-1' - ONE WAY 'R26(CA)' - NO PARKING ANYTIME ,W31(CA}� - END 'R3 R81(CA) - BIKE LANE Al _ .� _ _ _ _ SECTION DESIGNA11ON 2 LEGEND: CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 50' 25' O' 50' 100' FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE SECTION IS SHOWN O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ELEV ELEVATION E.V.C. END VERTICAL CURVE 'W3-1' - STOP AHEAD Uj CURVE NUMBER FOR CURVE DESCRIPTION ® B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION - - Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS W E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM FL.OWLINE STATION - SEE TABLE NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CURVE TABLE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE a EC END CURVE TC TOP OF CURB J Q10.00'WW RADIUS LENGTH TANGENT o STRIPING BE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OF VERTICAL CURVE FC FINISH CONCRETE C1 20.00' 31.42' 20.00' 90000100" P.O.C. POINT ON CURVE FC FINISHED CONCRETE AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PA PROPERTY LINE R/W RIGHT-OF-WAY 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. �g CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. C2 35.00' 27.13' 14.2W 44124'55' PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION E.P. EDGE OF PAVEMENT A.P. ANGLE PONT ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B.STD. ST -9. PTH-..02ALKYD. Q FACE OF CURB C/G CURB AND GUTTER C3 42.00' 197.06' 42.87' M UBO C.B. CATCH BASIN EDGE OF PAVEMENT ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. VER CURVE @o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 13 REMOVE --¢-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. - 0001. I h STANDARD OR APPROVED EQUAL. below. W N M M N N( Cal 000 N COORDINATE APPLICATION OF RELOCATION WITH PG&E. to CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON VER CURVE 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' ` (n UNDER AND EACH SIDE OF CROSS GUTTER. a ,n tD r tC N Z N M LO L(1 Mi Cn M ui M V) W M cn M U to M M N M Z M M M M M M M LN if I (n 11 M co h b I M M w" C4 GI W afr. J Z J !1 �� W tV cV J M M M taJJ Ln M = an M w w N� > L j I W W W W MW J W � W W W WZ �`' MzIM y W W a. W �' >00 > d' J J W MQ MM W W w -w p z m O m W -i U_ p {'� et tf) W' C -ii W> J 4lot, '� Ui Q W t j '� W N W W �j p tt) Lq GA M d• to n W to p = n p M co `YO WE cc + + Ii + t(7 W o w Iri M M to + + + + ¢ a ci _ a c3 c3 • a t17 L i .- ,! W U O APPROXI ATE EXISTING ; Q V F- Z U - 'zw� a-- �', v Q U .-- Q W �: v� D: v ( 0: v ;N �- C4 <t U or <C LO + 000 J + W O + PROXLMA EXIST)N om W am ..- ;iz ti D: c�� .- • ? GR ND ATS TH FLO vii N C. N D Q �N Q • m (n 1,,.i -low' C3 N Z 0 W m (n W cd m cn a. cn ,�U c� cn A-i (n W W (n � a 61 cn m (n a. (n - __ __ .Qo N_ - -- -- -- - -- - - __ cn (nQ - -- - - --- - - -_ - _ S=:0.28% s o.28x - S= -o. 1% =0 % S=-0.51 S=o. x S=o. % S.----0.25% PROPOSED S=0.51 TH FL( WUNE S=-0.70 S= 0.33%r-IftPIN PROPOSED SOUTH FLO NE S 0.26% O o. ^ 00 co co ROPO NORTH OWLINE SOUTH FL WLINE " NN PROPOSED N FLO E S 0.26% `'' "' `�' '- OSED ORTH FLO NE NN NN n C.L. . LO 04 to M M 0,0 M > > W MM o tt M M M STA. 13+80.43, F.L. �; MMM > ; CA CHB .11 w wW t F.L. .= 351,541 j w w w w STA. 13 80.43,F.L. _jNORMAL J � > j,, NORMAL F.L. = 351.5V Op l W W W ELEV. 47.10' It V. 18' N N d- �, �• ELEV. 3 7.10' INV. 18„ S � M �` M �.-M r M 346 9+00 10+00 11+00 12+00 13+00 366 364 362 360 358 356 354 352 350 348 346 14+00 15+00 17+00 18+00 19+00 � !r 21+00 22+00 366 364 362 360 358 356 354 352 346 22+75 14+00 l 1 !� 19+00 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+75 IDENTICAL POINT LEGEND (CONT.: LEGEND (CONT.): ,CONSTRUCTION NOTES: R1-1 -!- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "yyiq-2« 9+00 10+00 11+00 12+00 13+00 pl - NO OUTLET 'R6-1' - ONE WAY 'R26(CA)' - NO PARKING ANYTIME ,W31(CA}� - END 'R3 R81(CA) - BIKE LANE Al _ .� _ _ _ _ SECTION DESIGNA11ON 2 LEGEND: CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 50' 25' O' 50' 100' FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE SECTION IS SHOWN O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ELEV ELEVATION E.V.C. END VERTICAL CURVE 'W3-1' - STOP AHEAD Uj CURVE NUMBER FOR CURVE DESCRIPTION ® B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION - - Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS W E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM FL.OWLINE STATION - SEE TABLE NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CURVE TABLE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB J Q10.00'WW RADIUS LENGTH TANGENT DELTA STRIPING BE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OF VERTICAL CURVE FC FINISH CONCRETE C1 20.00' 31.42' 20.00' 90000100" P.O.C. POINT ON CURVE FC FINISHED CONCRETE AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PA PROPERTY LINE R/W RIGHT-OF-WAY 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. �g CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. C2 35.00' 27.13' 14.2W 44124'55' PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION E.P. EDGE OF PAVEMENT A.P. ANGLE PONT ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B.STD. ST -9. PTH-..02ALKYD. Q FACE OF CURB C/G CURB AND GUTTER C3 42.00' 197.06' 42.87' M UBO C.B. CATCH BASIN EDGE OF PAVEMENT ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. VER CURVE @o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 13 REMOVE --¢-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. - 0001. I h STANDARD OR APPROVED EQUAL. below. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER M 00 C.O.B. STD. ST -14. Cal 000 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS COORDINATE APPLICATION OF RELOCATION WITH PG&E. to CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' ` (n UNDER AND EACH SIDE OF CROSS GUTTER. a ,n tD r tC m Q L(1 ui M LO M to M M Z M M =I M M I M M C4 GI W W W J i' 0:O W taJJ Ln M = an M w �'LIJ > L j W W MW W W W a. W toO d' J J MM Lq 9 d' M 4lot, Q O=+ N W W �j p �, st >: M d• to W M M co `YO WE cc + + Ii + o w Iri + + + + ¢ a ci _ a c3 c3 • a t17 L i .- ,! W U O APPROXI ATE EXISTING ; Q V �', v Q U C4 <t U or <C LLJ Q sC W (� om W am • ? GR ND ATS TH FLO NE • v W 1,,.i n m cn a. cn c� cn A-i cn , � a 61 cn - __ __ - - S=0.33% -0.25 ft =-. S=:0.28% s o.28x S= -o. 1% =0 % S=-0.51 PROPOSED TH FL( WUNE PROPOSED SOUTH FLO NE N O o. PROPOSED SOUTH FL WLINE " NN NN NN n C.L. . LO 04 to M M > > W o tt tr STA. 13+80.43, F.L. �; > ; w wW F.L. .= 351,541 w w w w _jNORMAL ELEV. 47.10' It V. 18' N N d- �, �• � M � `` r M 14+00 l 1 !� 19+00 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+75 IDENTICAL POINT LEGEND (CONT.: LEGEND (CONT.): ,CONSTRUCTION NOTES: R1-1 -!- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "yyiq-2« 9+00 10+00 11+00 12+00 13+00 - NO OUTLET 'R6-1' - ONE WAY 'R26(CA)' - NO PARKING ANYTIME ,W31(CA}� - END 'R3 R81(CA) - BIKE LANE Al _ .� _ _ _ _ SECTION DESIGNA11ON 2 LEGEND: CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 50' 25' O' 50' 100' FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE SECTION IS SHOWN O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ELEV ELEVATION E.V.C. END VERTICAL CURVE 'W3-1' - STOP AHEAD Uj CURVE NUMBER FOR CURVE DESCRIPTION ® B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION - - Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM FL.OWLINE STATION - SEE TABLE NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. CURVE TABLE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB CURVE RADIUS LENGTH TANGENT DELTA STRIPING BE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OF VERTICAL CURVE FC FINISH CONCRETE C1 20.00' 31.42' 20.00' 90000100" P.O.C. POINT ON CURVE FC FINISHED CONCRETE AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. PA PROPERTY LINE R/W RIGHT-OF-WAY 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. �g CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. C2 35.00' 27.13' 14.2W 44124'55' PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION E.P. EDGE OF PAVEMENT A.P. ANGLE PONT ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B.STD. ST -9. PTH-..02ALKYD. F.O.C. FACE OF CURB C/G CURB AND GUTTER C3 42.00' 197.06' 42.87' 268049'50' OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.B. CATCH BASIN 'A EDGE OF PAVEMENT ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. PROTECT IN PLACE @o EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 13 REMOVE --¢-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. - FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. 5. ALL CATCH BASINS TO BE TYPE 'A' NTH 3.5' OPENINGS STANDARD OR APPROVED EQUAL. below. -ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER Know what's C.O.B. STD. ST -14. Cal f f-- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS COORDINATE APPLICATION OF RELOCATION WITH PG&E. before Gf you f y CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' ` SHEET 9. 14+00 l 1 !� 19+00 21+00 366 364 362 360 358 356 354 352 350 348 346 22+00 22+75 IDENTICAL POINT LEGEND (CONT.: LEGEND (CONT.): ,CONSTRUCTION NOTES: R1-1 -!- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP "yyiq-2« SEC110N LET�R „ „ CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 SCALE: 1 " _ 50' - NO OUTLET 'R6-1' - ONE WAY 'R26(CA)' - NO PARKING ANYTIME ,W31(CA}� - END 'R3 R81(CA) - BIKE LANE Al _ .� _ _ _ _ SECTION DESIGNA11ON 2 O CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 50' 25' O' 50' 100' -T - RIGHT LANE MUST BEET WHERE TURN RIGHT SECTION IS SHOWN O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3-1' - STOP AHEAD Uj CURVE NUMBER FOR CURVE DESCRIPTION ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. - - Q STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® ITEM OF WORK - SEE SCHEDULE �5 CONSTRUCT TYPE 'M„ FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM FL.OWLINE STATION - SEE TABLE NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS 'A' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT & PAVEMENT MARKINGS TO THERMOPLASTIC PAINT CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER STRIPING BE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND s SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN NTH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. �g CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 1 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ® ® ® ® ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B.STD. ST -9. PTH-..02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30 m TYPE B A.C. 1 RELOCATE - - - CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 'A EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 PROTECT IN PLACE 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. -`-----"-------"'-®--' SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 13 REMOVE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE 'A' NTH 3.5' OPENINGS below. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know what's 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Cal COORDINATE APPLICATION OF RELOCATION WITH PG&E. before Gf you f y 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. HAWKINS COVE DRIVE cs 4z) cq + DELTA C1 AE 54.98' U icon C2 84.OW SEE %EET 9 207.25' _j C3 C3 V) #___ in C3 13.70' Uj It P H A 4 20.00' J SM N 1 F74TW`I 240.49'• c� Q 8 U_ LL: lcl�> -I 29.78' 89*35'00r r�z 30.00' 1 %00* 1 30.22' 1 C) 0 LO ILI + 17 vim C> 04 cn +1 _j CHARTLEY LANE + CC C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING R/W ckf M PRC STA. 9+77.94 C.L. 88.42 LT. 20' -3-0`0 _j -j 16 15 14 cq 13 12 6' BLOCK WALL PER C3 10 I T. CURVE Ic C3 U: 7 6 J +-r EASEMENT BY ORDER OF THE BOARD OF C-3 :n INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND + S STA. 8+87.50 F.L. 549 OF THE MINUTE BOOKS c C> 0 OF 1 20' C.3 T. CURVI J I NOTES AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT 8 C9 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. STA. 4)+t2__41 RL a C, C> C) Ili Lc U: _j J d U: 0 C1 U_ J J j co _j CD >- �n 2. LOCAL STREETS -PAVEMENT TO. BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO C.L. DRIVEWAY Q ,`ii U.) U.) U, + + C> C> C1 lu� C> Lq >_ - C> C1 6 Wi Ui CC V.- M_ C) LO 9 C> T - _j U: STA. 9+35.98, F.L. 00 C> g + ;99 Wi im + + C4 C14 3: 3: C6 00 Ak c, o Ui g Lq LO a W ---------------------- + ,-- +1 + +1 REMOVE + + 00to CNI LU V.? vi LLJ CI) CI) < R/ vy Q < 1`40 NZan +1 1* 18 CN C)to cn cj n cn cn c3 < t__ i <2_ cn c31(n 4 COORDINATE APPLICATION OF RELOCATION WITH PG&E. _j U') iV 7. 957 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 .j 19 k-tp A C) 3 UNDER AND EACH SIDE OF CROSS GUTTER. 7 a P �, ZIS-% U j 8* SEWER V. 1+00 188*5r42*W 489.5l'-12+00 - s 2! 80 SEWER - - 1 --- 13+00 14+00 D 19 6 24" DRAIN C2 C3 C4 "T 0 7INTERSECTION � J J J J _j -1 STA. 10+00.00 C.L. HAWKINS COVE DRIVE - CNT / �� °� - `` `` ,� �- t1 - �- /IRR /W STA. 10+00.00 C.L. WALKERS GLEN LANE - AZ�j,� ,� C Q: v/ 5 %V F to 25 8 ce 0; C1 a:: _T_ F c; + + + C-4 C4 24 + + + cq n C) L-3 C4 0 n C1 co/ _j 23 c5 -j J J -j Q cn W 0 V) C3 U: " C3 n tl;4 d -4 11 t<; -jli!� C4 n If: e 0 U: _j I d cn I U 2 cs 4z) cq + DELTA C1 U-) ILO 54.98' U icon C2 84.OW 8" C4 207.25' _j C3 C3 V) #___ in C3 13.70' Uj It 2225'35' J 20.00' J SM N 1 F74TW`I 240.49'• C5 E U_ LL: lcl�> -I 29.78' 89*35'00r r�z 30.00' 1 cq 1 30.22' 1 C) 0 LO ILI + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. vim FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. cn +1 _j CHARTLEY LANE + CC C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING R/W ckf M 't SHEET 9. SEE SHEET 10 9 c6cncn cn c SEE SHEET 8 "A" 6' BLOCK WALL PER C3 Co c> Ca T. CURVE Ic 8 7 6 J +-r EASEMENT BY ORDER OF THE BOARD OF C-3 :n INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND + S SEWER - REFER TO SEWER & STORM DRAIN PLANS 549 OF THE MINUTE BOOKS Cj LA: OF 1 20' C.3 T. CURVI NOTES AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT 8 C9 SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. L.L: J TRACT/PHASE. 0 _j 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. cs cs 30, 30' co a Lq 8 CD >- �n 2. LOCAL STREETS -PAVEMENT TO. BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 9 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION + + co 18" DRAIN (n + 1* 0 U3 0 , + W it I 9 W of cn T - 1- V_ c6 cn cn - _j C3 U: 5 IQjc) C> C> 2 cs 4z) cq + DELTA C1 U-) ILO 54.98' U1 :+ C+41 icon C2 84.OW 8" C4 207.25' _j C3 C3 V) #___ in C3 13.70' Uj It 2225'35' J 20.00' J SM N 1 F74TW`I 240.49'• C5 30.00' U_ LL: lcl�> -I 29.78' 89*35'00r r�z 30.00' 1 cq 1 30.22' 1 C) 0 LO Lq + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. vim FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. cn +1 C" + 9 + CC - _j C3 U: 5 IQjc) C> C> 2 cs 4z) cq + DELTA C1 U-) ILO 54.98' U1 :+ C+41 icon C2 84.OW 199.20' 207.25' _j C3 C3 V) #___ in C3 6' BLOCK WALL PER WALL CONSTRUCTION PLANS CITY OF BAKERSFIELD STREET RIGHT-OF-WAY DEDICATION PER DOC. No. 0206208460 O.R. ASHE ROAD SEE SHEET 8 3 2 RADIUS 4z) cq TANGENT DELTA C1 35.0V 54.98' 35.00' J _j C2 84.OW 199.20' 207.25' 135*52'23* C3 ci 13.70' Uj It 2225'35' J 20.00' J 20.00' 90900,000 C5 30.00' U_ LL: lcl�> -I 29.78' 89*35'00r r�z 30.00' 1 cq 1 30.22' 1 C) 0 LO Lq + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. Li FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. cn +1 C" + 9 + CC C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING R/W ckf M 't SHEET 9. DRAIN PLANS ASHE ROAD c6cncn cn c SEE SHEET 8 "A" 6' BLOCK WALL PER Q (n; WALL CONSTRUCTION T. CURVE Ic < cd Lnv) CD 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY co C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. EASEMENT BY ORDER OF THE BOARD OF C-3 :n INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND + S S-18+00 8' SEWER J1 v\ J2 S -19+00 -- STA. *A" 2 NM*57 44420.62' U: U: LL: LL: ti z E5 - 0; 1% >_ 00 )D R/W 00 9 0; 0 94 61 �z - I m CO co X) + + C1 ut Of Mi W to OD 0: + at La QC 61 ct + m �! 0) In +1 C3 m d I I c� C> I 1� :� C4 >: 1-z Q _j - I < C) c) 8 Cj LL: J d C3 IV) U) C5 V) cn 04 j C) P-. qd* C3 LL: 20'-- 1 j20' I j...; 0 i/) (n C3 in Coco im 0) to a C1 cin 21 '0 cc� 3 c8' 2 2 + + U [3 ++ ++ 0, =3 0, _+ cl 0- 1 25 1 26 1 27 'q ` (D m I I I 1_1 IFFI W) LO + + C4 OU + PACIFIC PINES WAY 10" cj SEE SHEET 10 ad Uj cn cn CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.0V 54.98' 35.00' 90WOO, C2 84.OW 199.20' 207.25' 135*52'23* C3 35.0V 13.70' 6.94! 2225'35' C4 20.00' 31.42' 20.00' 90900,000 C5 30.00' 46.91' 29.78' 89*35'00r C6 30.00' 1 47.34! 1 30.22' 1 90-25'00- 366 364 362 360 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 348 346 STATION TABLE: STA. "A": STA. 17+30.00 C.L. WALKERS GLEN LANE STA. 10+00.00 C.L. CHARTLEY LANE 60 B.V.C. STA. 16+84.58 C.L. STA. 16+84.58 F.L. 0,- Z3 LL: 2'a, W I 00 00 CD Ed J d o"8 I `_- 62 ug + + cn 20.00 RT. = 0 < W RENp STA. 10+00.00 C.L. TO 21+50.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _j ! ! ! ' U: 63 I 64 65 cj< PHASE 4 ; cn 11+00 12+00 a -mm WU)W m cn co a. cn cn ABBREVIATIONS FLOWN INE P.O.V.C. POINT ON VERTICAL CURVE C.L. PHASE 4 STATION TABLE: STA. "A": STA. 17+30.00 C.L. WALKERS GLEN LANE STA. 10+00.00 C.L. CHARTLEY LANE 60 B.V.C. STA. 16+84.58 C.L. STA. 16+84.58 F.L. 0,- Z3 LL: 2'a, W I 00 00 CD Ed J d o"8 I `_- 62 ug + + cn 20.00 RT. = 0 < W RENp STA. 10+00.00 C.L. TO 21+50.62 C.L. SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL _j ! ! ! ' U: 63 I 64 65 cj< PHASE 4 ; cn 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 11+00 12+00 3 _6 4 ABBREVIATIONS FLOWN INE P.O.V.C. POINT ON VERTICAL CURVE C.L. b - 20+00 :21+00 8" �SEWER EX8 MNG B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. LO C) C6 BC MACTNo. 6351 UNIT TWO N END CURVE TC TOP OF CURB PIVC 4 OF VERTICAL CURVE Fc FINISH CONCRETE _j1 m W INTERSECTION I 1 STA. 21+50.62 C.L. WALKERS GLEN LANE CNT > - FACE OF CURB C/G CURB AND GUTTER STA. 14+63.50 C.L. ASHE ROAD CNT 7)O+ + 50.W ' 7) 04 04 + T + J0cj W t; C3 0v + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. Li FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0) cm ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER 66 C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM Coco CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON ,NN SHEET 9. DRAIN PLANS ASHE ROAD c6cncn cn c SEE SHEET 8 "A" 6' BLOCK WALL PER Q CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. WALL CONSTRUCTION T. CURVE CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER PLANS 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. EASEMENT BY ORDER OF THE BOARD OF INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND SUPERVISORS OF KERN COUNTY PER VOL 8, S SEWER - REFER TO SEWER & STORM DRAIN PLANS 549 OF THE MINUTE BOOKS OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 11+00 12+00 LEGEND: FL ABBREVIATIONS FLOWN INE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC MOO! EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE Fc FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT Z I FACE OF CURB C/G CURB AND GUTTER TURN RIGHT C.B. CATCH BASIN 50.W ' @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. C:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 14, ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. DRAIN PLANS "A" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT Q CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. T. CURVE CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER co C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND S SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED VE T. CURVI NOTES AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. 0 SEWER CLEANOUT TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS -PAVEMENT TO. BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PHASE BOUNDARY BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. PTH-02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. 11 RELOCATE CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO Ak EDGE OF PAVEMENT BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. "B* LO a ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. NZan _ j C4 PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 04 N 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. zo 04 COORDINATE APPLICATION OF RELOCATION WITH PG&E. _j U') iV 7. 957 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 .j Know what's below. UNDER AND EACH SIDE OF CROSS GUTTER. W a U j C-4 c� C4C4 to Ycx- C), Ui tn 8 C*4 C1 cs _j M Ln + W)I cr m + c!%1 :z CD W + W I - 4 I LO + I % t Uj AP12ROXIMATE: C4 EXISTING rc14 >: q g:c C3 cr W cr C3 43 m (n _j 0 cn _j W _ W j GROUND NORTH FLOWLINE to LO _ W j m cn Ui ccd Uj V m cn ILI Uj W S)=O.25%_ to S.0.51% O S-_0.627- ci C1 > C1 W .j a S=0.25 AL 0-1 Uj Ln 0; to 4 > cq W a _j Ci W? 14*1 S=0.35% ............ Uj 1-: 00 00 + C1 + I C6 + I" r") Co 14d, + ......... Uj le♦t- -J Uj ......... c*4 00 + Uj to + PROPOSE0 NORTH 11-OWUNEJ 00 C,j 5 >: Ln >i Lo c� C-3 d I 'A cc Lo v PROXIM) TE EXIST11 4G 0i a U, C3 nj C -4C4 LO C4 U') to a. ch Ix W cn 11 11.11 cd cn -04 + W L4 co (n Uj I GROUN I AT SO(J­H FLOW) qE cd cn + Lj Cn N II q p; II cli cn tai _j Ai Uj W_j LL, LL) L11W 01 WL L4 WILI _d -j -d- 0: 1<5: cn 0- cn a_ C,� L S=0.25% .......... S=02 5%_ ....... S_ __0.33% S=C.38% S= -um . ft- S=-0.70 S=0.51XT 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 9+00 10+00 11+00 12+00 LEGEND: FL ABBREVIATIONS FLOWN INE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC MOO! EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE Fc FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER TURN RIGHT C.B. CATCH BASIN 50.W ' @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. C:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. DRAIN PLANS "A" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT Q CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. T. CURVE CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND S SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED VE T. CURVI NOTES AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. 0 SEWER CLEANOUT TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS -PAVEMENT TO. BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PHASE BOUNDARY BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. PTH-02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. 11 RELOCATE CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO Ak EDGE OF PAVEMENT BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. "B* 9 PROTECT IN PLACE ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. NZan PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 04 N 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. zo 04 COORDINATE APPLICATION OF RELOCATION WITH PG&E. U') 7. 957 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 Know what's below. UNDER AND EACH SIDE OF CROSS GUTTER. Call a U j C-4 C4C4 to tn 8 C*4 Ln M P.. W)I :z C4 a. rc14 >: _j _j W _ W j W to LO _ W j Uj Uj W to O ci C1 > C1 W .j a Ln ::,: Lq AL 0-1 Uj Ln 0; to 4 > cq W a _j Ci W? 14*1 Uj 1-: 00 00 + C1 + I C6 + I" r") Co 14d, + Uj le♦t- -J Uj cm + 00 + Uj to + _j 00 5 >: Ln >i c� C-3 d I 'A cc Lo v PROXIM) TE EXIST11 4G 0i a U, C3 a. ch Ix W cn cd cn -04 + W 15 cn co (n Uj I GROUN I AT SO(J­H FLOW) qE cd cn + Lj Cn cli cn tai >: < ;_ C3 0: 1<5: cn 0- cn a_ L S=0.25% .......... S=02 5%_ ....... S_ __0.33% S=C.38% S= -um . ft- S=-0.70 S=0.51XT S=:-0.25% ......... 0) 7-77-T-ric PROPOSEC SOUTH F 04 C14 PROPOSED SOUTH FLOWLII C> toOWLINEn cli 0 C4 to 04 04 > > 11 " ro is to I W% I C.LCAT CI- BASIN IS 0. 8 >: H >: Lq >: Lq 6 STA. 17+0).58, F.L. Uj _j W W U W U.J W MAL F. �_ ELEV.= 351.98' -0 < . n-PRESSEE-EL ELEV.==35141 E.EV. 347.50' INV. 18* N 9+00 10+00 11+00 12+00 LEGEND: FL ABBREVIATIONS FLOWN INE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE Fc FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER TURN RIGHT C.B. CATCH BASIN FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST -13. @ EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SM. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. C:)- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS STANDARD OR APPROVED EQUAL ED FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. STORM DRAIN MANHOLE - REFER TO SEWER & STORM EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. 366 364 362 360 SCALE: 1 = 50' 50' 25' of 50' 100' 358 356 354 352 350 348 346 366 364 362 360 358 356 354 352 350 34188 346 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 LEGEND CON TA LEGEND(CON T. ): CONSTRUCTION NOTES: 91iiIN111 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R1-1* STOP *W14 SEC110N CONSTRUCT TYPE "B* CURB & GUTTER PER C.O.B. STD ST -1 -2m - NO OUTLET *R6-1* ONE WAY *W31(CA)* - END R26(CA)m - NO PARKING ANYTIME . A SECTION DESIGNATION 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. *R3-7* - RIGHT LANE MUST R81(CA)' -BIKE LANE SHEET WHERE TURN RIGHT SECTION IS SHOWN INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. *W3-1* - STOP AHEAD CURVE NUMBER FOR CURVE DESCRIP11ON CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS <j> ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM in FLOWLINE STATION - SEE TABLE NOTE: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS "A" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT Q CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND S SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED NOTES AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. 0 SEWER CLEANOUT TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS -PAVEMENT TO. BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PHASE BOUNDARY BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. PTH-02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. 11 RELOCATE CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO Ak EDGE OF PAVEMENT BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. STD. ST -9. "B* 9 PROTECT IN PLACE ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE BE COMPACTED TO 957. RELATIVE DENSITY PER C.O.B. SM. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. SM. D-14, UNLESS NOTED OTHERWISE. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 957 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 Know what's below. UNDER AND EACH SIDE OF CROSS GUTTER. Call before you dig. 91iiIN111 PACIFIC PINES WAY SEE SHEET 10 C.L. CATCH BASIN NO. 4 C.L. CATCH BASIN NO. 5 STA. 14+57.74 C.L. 20.00 LT.= - 5' HA S E 4 STA. 13+62.24 C.L. 20.00 LT. z STA. 14+17.75 F.L.I ISTA. 13+62.25 FL _j - - ----- - _.L. ELEV. 351.59 jq- 1-zP ASE I NORMAL F.L. ilii. 3 1.59 0 0 a + DEPRESST F.L. ELEV. 351.42 1 1 1 1 11 _j cs I 34 W< DEPRESSED F.L ELEV 351.42 00 _j I _j N I I- t C3 _j W< -4 mz J 20j _j U: < 52 d L2 3 120' 1 1 <3 U:j J co cS �Bq U_ 3 32 31 30 29 28 8 9 cm (a 5R c, 30' 30' 58 1 57 1 56 1 55 1 54 1 .5._i I q 4 g >- w m n r- J I I I cs 51 :sc 00 W to . . 1r; 1.* 1 1 �# %L.- I . Ili a 0) a m a. J 4m c� to 40m) c, Coco Lj + + Coco U: W rl. Coco U_ U_ I i I a 1 0) C, q- V_ + WW J ca W 00- W DRILL ISLAND 0+ 0 C) E4_ U: Lc + J U_ Ki NiC) C) U: __q _j b, > _j J 8;1 > - 0 V_ j U- U: LL: (0 co < LO LO c1l ;I C4 U: L.L: U_ c;i LO NOT A PART < + + 3: o 8 91 1 Of LA: co to C4 ce. 0) 00 B_ cl I Sc> Or o V) I- cc a, Ui r_7 00 r-:1 0 >- r; cn a. 4m on; cn cn ig Do cLq:) uci� + + + + + + (D - Iq 0000 m _j V) cn Co m C" + + + C4 z L6 �R 0i + + U) C4 9 .0 cn-4 - + +I + W + CC m (0 + _j 16 co r, + v - R < /W < a: _j < _j < _j ;!s -ci < cn W cn cl) _j C3 icawn__ c3P d in c3p < 0 V) d Ln cn 0 V) _j Jr �2 �2 (n t J TRACT BOUNDARY - R/W 1< CV~ V) 0 < 51 6' BLOCK WALL PER C2 - - - - -- - - - --- - - C6 c, 2:1 9 (TYP.) WALL CONSTRUCTION PLANS C1 C,- R 4 S 8" EWER S 18" DRAIN 18* DRAMJI V�Typ-) C) 2 1 8" SEWER N01*02'18"E 4_ SEWER 10.00, to -S 11+00 lax S. 13+00 N88*5742*W 409.99 le DRAIN- -C> 12+00 1 2 GRADE BREAKIP.I. C2 j(j)(TYP.) CN n 1 15+00 16+00 _"W1 ro 1 Ir DRAIN "CD J-,) \ 17+00 N88 -57i9 STA. 9+58.00 C.L. L119) 0 N 5' Ck 434.15 18+00 C) "18DRA-1 CNI n 10 (TYP.) STA. 9+28.23 F.L. LT. & RT. ^A _j _j 7 -77 _j 4 C4 hn,_ 77,77,77" U: U: LL: _j U: - R/W > ts�. Z U: U: _j J _j _j _j IV) gI LA: _j _j _j _j J Iq I LL: LI: I - M, U-� 81 < X� > R/W LA: U: U: ca U: .0 CS 0- 12 >_ 91 < ce cc tL! 00 g, W 11 9 9- q LO g + 0) D W m 00 91 W) Vi _j "r, + + 91 3 P 91 U0 C> C> M D ct C> + + + + + cs I C;l 90 9 9 (D F_: g m A m N "I R n m + 0) NO I co cn > C> 1 p LL co c� Q: W C, + ♦+1 + +1 >_ co m rn _j W Of < -Bi <� - CD cs gi _j, < C3 (n �1 C3 (3 in -4 cr 1� z C4 3:00 9 8 ci V) civ z _j d I I _j + 8 a I a C-3 cf) _j C3 U) C3 LL: C_jj L L: C4 a C1 C3 V) cn C3 cn cn C3 cn cn N 0: _ < I I 1 00 z -4 J ui 00 0) co a. co 35 361 37 1 38 1 39 (3 U: 20' 20 6 a: co f Uj 0; (d "i "i 40 41 - T� C5 C4 to to 8 42 43 8 C-4 0 cn 1 0) 301 a C1 ++ ++ m c� 30'1 - M< 0 44 45 46 47 40 C1 Co C> < C14 C.L CATCH BASIN NO. 3 0; c; 00- C.L. CATCH BASIN NO. + + c J * 0000 LL 48 to r- . 1 2 04 " STA. 13+62.24 C.L_ _j 0 U: STA. 14+57.74 C.L. 20-00 RT. + + A + PACIFIC PINES WAY 0000 0- W cn W cn cn HASE 4 STA. 13+62-25 F.L. . %- cj d m cn, STA. 14+57.75 F -L V_ NORMAL F.L. ELEV. 351.59 Q& < SEE SHEET 10 60) 0) C1 NORMAL F.L. ELEV. .351.59 m cn cn 4m DEPRESSED F.L. ELEV. 351.42 cn cn P c, 00 DEPRESSED F.L. ELEV. 351.42 ad cn cn P H A %"E 4 C> 00 ++ ,*.V- Wcncn C_1:5%1 W cn DIA OND SPRINGS DRIVE STA. 10+00.00 C.L. TO 18+44.14 C.L. SCALE: 1" = 50' HORIZONTAL _)01 % t 362 360 358 356 354 352 350 348 M2 -IU.VU L1. * \.,� 0.0 .0.tk;-`0 GRADEF%r_ . DANjr.1. T 18+85.39 C.L. 17.95 LT. STA. 19+12.53 F.L. LT= STAB 19+20.40 F.L RT C.L. DRIVEWAY STA. 19+10.62, F.L. 50 A.P. STA. 18+44.14 C.L. m %JW IDENTICAL 9+00 POINT jolt 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 48 'ZAr. IDENTICAL 10+00 11+00 12+00 13+00 r6 14+00 15+00 16+00 17+00 18+00 19+00 19+50 POINT a0 (0 LEGEND (CONT. . 0 9 VER'. CURVE ABBREVIATIONS r1r)IN 14, FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: *R1-1* SEC110N LETTER FL FLOW P.O.V.C. POINT ON VERTICAL CURVE 268*49'50r - STOP "R6-1"` -ONE WAY "W14-2"- NO OUTLET *01� SECTION DESIGNATION C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 44*24!55* *R26(CA)" - NO PARKING ANYTIME CA)"' - END - 4m . v 1 5 VERTICALto 14, . tn I *R3-7* - RIGHT LANE MUST CA) - BIKE LANE SHEET WERE b) v BEGIN CURB RETURN P.I. POINT OF INTERSECTION 90W00" TURN RIGHT SECTM IS SHOW E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 266*39'2e "W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 541418" LO 1* EC END CURVE TIC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE to POINT OF INTERSECTION TP TOP OF PAVEMENT C4 U) OF VERTICAL CURVE FC: FINISH CONCRETE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM in FLOWLINE STATION - SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE: Ir- " W z Uj �! " SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT Iq V_ W) 31: v- " CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G; CURB AND, GUTTER C) C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 9 . C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. C4 L�n FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: @ EXISTING SURVEY MONUMENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. I 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER + FURNISH & I NSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. LO >: 6 C5 >: LO + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. TRACT BOUNDARY to FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. cn STANDARD OR APPROVED EQUAL 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO co to FURNISH & INSTALL STREET UGHT-9500 LUMEN PER EDGE OF PAVEMENT C4 C-4 C.O.B. SM. ST -14. W EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.05' AGGREGATE BASE OVER 1.00" COMPACTED O.G. TO Z 00 BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 'ST -9. Z SHEET 9. 00 Lq 00 1k W_j 5. ALL CATCH BASINS TO BE TYPE *9 NTH 3.5' OPENINGS WEST FLOWIJNE z 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. L4 COORDINATE APPLICATION OF RELOCATION WITH PG&E. cli 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 C4 Uj .V U') In _j W 1 W Z LI: 1U3 >: Z LL: La LL: > W > to z t..:. W W ILJ LO G. 4 7 . m . z " LLI z C -4 W W 00 m m L0 04 ai- Lip U) Uj m P% U: r - 00 1 06 • W 04 + W __j W C4 CO U_ n 04 W z X r -z In LL: CM r, W _j = W U_ cq C4 00 Uj 4 + W + . t 1 cn + . CA W) o + Uj cn m + + co fl- %00 00 Z x- U) " W >; m lq-Z cn W a C> < (n 'm BOBO T_ oUj 5 00 o 15 i6 00 N Tri W) cl: 0 0 m t -q U a W Lc) _j 1.- 0:: 0- Uj 0 53 U 3 1W c32 to >: a- ce. 0: IM (n 0. cn Li V) W + B+ + I _j Ld + (3 cn _j z n W 1--e C> W z W n Uj ADD OXIMATE- + 0 cn W -i cl W a. A �ROXIMATE - m 0-(/) + m LJ � Ir EXISTING GROUND ce V_ '(f !E 0- cl� EXISTING GROUND c: cS < C) < AT SOUTH FLOWLINE c AT NORTH FLOWUNE V) m cn 0. Li M* U 10 C/) S= -O.25% -0 (S=_n7ncr S=0.25%- 3--0.26%--Z cl, 00 00 S= -O. h -0.26% PROPOSED niv FLOWLINE c S --O.25% PROPOSED SOUTH FLOVAINE1 LO to S=0.26% &BBBBB .......... mBqpBpBmBi 0.26% ROPO PSE9 NORTH F NE PROROSED NORTH FLOWLINE La UlU71 br- LJ4 J LLI W _j W < -0 I!t c1q %JW IDENTICAL 9+00 POINT jolt 362 360 358 356 354 352 350 348 364 362 360 358 356 354 352 350 48 'ZAr. IDENTICAL 10+00 11+00 12+00 13+00 r6 14+00 15+00 16+00 17+00 18+00 19+00 19+50 POINT %;w 9+00 %JU,t 362 360 358 356 354 352 350 348 7A& 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 LEGEND: a0 (0 LEGEND (CONT. . 0 9 VER'. CURVE ABBREVIATIONS r1r)IN 14, FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: *R1-1* SEC110N LETTER FL FLOW P.O.V.C. POINT ON VERTICAL CURVE 268*49'50r - STOP "R6-1"` -ONE WAY "W14-2"- NO OUTLET *01� SECTION DESIGNATION C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 44*24!55* *R26(CA)" - NO PARKING ANYTIME CA)"' - END 2 4m 14, . tn I *R3-7* - RIGHT LANE MUST CA) - BIKE LANE SHEET WERE b) v BEGIN CURB RETURN P.I. POINT OF INTERSECTION 90W00" TURN RIGHT SECTM IS SHOW E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 266*39'2e "W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 541418" LO 1* EC END CURVE TIC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE to POINT OF INTERSECTION TP TOP OF PAVEMENT C4 U) OF VERTICAL CURVE FC: FINISH CONCRETE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM in FLOWLINE STATION - SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE: PA PROPERTY LINE R/W RIGHT-OF-WAY z " W SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT Iq V_ W) 31: v- " CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G; CURB AND, GUTTER C) C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 9 . C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. C4 L�n FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: @ EXISTING SURVEY MONUMENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. I 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER + FURNISH & I NSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. >: 6 C5 >: LO + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. TRACT BOUNDARY to FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. cn STANDARD OR APPROVED EQUAL 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. SM. ST -14. W EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.05' AGGREGATE BASE OVER 1.00" COMPACTED O.G. TO CONSTRUCT DRIVEWAY PER C.O.B. SM. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 'ST -9. Z SHEET 9. 00 Lq 5. ALL CATCH BASINS TO BE TYPE *9 NTH 3.5' OPENINGS WEST FLOWIJNE z 00 PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 Uj .V UNDER AND EACH SIDE OF CROSS GUTTER. _j W 1 W Z LL: La to z t..:. W W ILJ G. 4 7 . m . " LLI z C -4 00 m L0 04 ai- Lip U) Uj LLI m P_ U: J cl r - 00 1 06 04 + C4 CO U_ n 04 W z X r -z In LL: CM r, W C4 Uj + + . t 1 - + . CA m Z x- U) " W >; m lq-Z In ri >: BOBO T_ oUj 5 o 15 cl: 0 0 m t -q U a W Lc) _j 1.- 0:: 0- Uj 0 53 ce. 0: IM (n 0. cn Li V) dinzEw _j Ld + (3 cn _j z n W ADD OXIMATE- 8o a a. CD 0) � Ir EXISTING GROUND cS C3 AT SOUTH FLOWLINE m U! cn S= -O.25% -0 (S=_n7ncr S=0.25%- 3--0.26%--Z cl, 00 00 N h -0.26% PROPOSED SOUTH FLOWLINE PROPOSED SOUTH FLOVAINE1 LO to UlU71 br- %;w 9+00 %JU,t 362 360 358 356 354 352 350 348 7A& 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 19+50 LEGEND: LEGEND (CONT.): LEGEND (CONT. . 0 9 VER'. CURVE ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T-19: *R1-1* SEC110N LETTER FL FLOW P.O.V.C. POINT ON VERTICAL CURVE 268*49'50r - STOP "R6-1"` -ONE WAY "W14-2"- NO OUTLET *01� SECTION DESIGNATION C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE 44*24!55* *R26(CA)" - NO PARKING ANYTIME CA)"' - END 2 ELEV ELEVATION E.V.C. END VERTICAL CURVE tn I *R3-7* - RIGHT LANE MUST CA) - BIKE LANE SHEET WERE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION 90W00" TURN RIGHT SECTM IS SHOW E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE 266*39'2e "W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 541418" EC END CURVE TIC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC: FINISH CONCRETE 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM in FLOWLINE STATION - SEE TABLE P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE: PA PROPERTY LINE R/W RIGHT-OF-WAY ; SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G; CURB AND, GUTTER C) C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 9 . C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. CO + FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: @ EXISTING SURVEY MONUMENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. I 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER + FURNISH & I NSTALL STREET SIGN PER C.O.B. STD. T-1. 0 SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. >: 6 C5 >: 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. TRACT BOUNDARY OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. cn STANDARD OR APPROVED EQUAL 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO ED FURNISH & INSTALL STREET UGHT-9500 LUMEN PER EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. C.O.B. SM. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.05' AGGREGATE BASE OVER 1.00" COMPACTED O.G. TO CONSTRUCT DRIVEWAY PER C.O.B. SM. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. 'ST -9. SHEET 9. 5. ALL CATCH BASINS TO BE TYPE *9 NTH 3.5' OPENINGS WEST FLOWIJNE PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 UNDER AND EACH SIDE OF CROSS GUTTER. CONS -RUCTION NOTES: O1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD, DET. ON SHEET 7. INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. 0 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. SM. ST -7. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. O CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. SM. DET. ON SHEET 9. 10 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 11 RELOCATE 12 PROTECT IN PLACE 13 REMOVE SHAVER DRIVE SEE SHEET 3 99 ME IIIIIIIIIIIA! 18" DRAIN 62 Iit Lm_ SHAVER DRIVE SEE SHEET 3 CROOM LANE SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL 366 364 362 360 358 356 354 352 350 CURVE MEN . 0 9 VER'. CURVE TANGENT DELTA C1 42.00' 197.06' M 268*49'50r CS1 35.00' �' bcdo 44*24!55* C3 35.00' 19.80' 10.17' tn C4 tn 31.42' 20.00' 90W00" C5 42.00r to 44.53' 266*39'2e C6 35.00' MW 17.93' 541418" Ww c; ; < w. et C) 40 >: t6 W C1 M c; z 9 . CO + 00 + + LLS + M+ APPRO ((MATE E XISTING G ROUND >: 6 C5 >: AT WEST FLOWNE a- cn S= -0.257.- PROPOSED WEST FLOWIJNE 10+00 366 364 362 360 358 356 354 352 lzmf% 11+00 0-10- 366 364 362 360 358 356. 354 352 "MA 12+00 12+50 10+00 11+00 CURVE TABLE CURVE MEN LENGTH TANGENT DELTA C1 42.00' 197.06' 42.87' 268*49'50r C2 35.00' 27.13' 14.29' 44*24!55* C3 35.00' 19.80' 10.17' 32*25'06" C4 20.00' 31.42' 20.00' 90W00" C5 42.00r 195.47 44.53' 266*39'2e C6 35.00' 1 33.13! 17.93' 541418" 10+00 11+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 42.00' 197.06' 42.87' 268*49'50r C2 35.00' 27.13' 14.29' 44*24!55* C3 35.00' 19.80' 10.17' 32*25'06" C4 20.00' 31.42' 20.00' 90W00" C5 42.00r 195.47 44.53' 266*39'2e C6 35.00' 1 33.13! 17.93' 541418" SCALE: 1 = 50' 50' 25" 01, 50' 100, 366 364 362 360 358 356 354 352 ,Zmf% 12+00 12+50 Know what's below. Cal I before you dig. co 362 360 358 356 354 352 350 348 \C, \\�\ `� 35' WIDE PACIFIC GAS & ELECTRIC COMPANY PIPELINE EASEMENT PER \\ w �C\\ \\ DOC. No. 0203276260 O.R. Q IS - MM\ U++ 00 Do m an to --------------------- .. 8 PROVIDE REDWOOD o � I LENGTH n m� DELTA O i I { o ! 89'36'37" C2 30.00' 47.33' PHAS 4 90'2323' C3 30.00' M00 1 30.31' 90'3536" 3.4% MAX { J M M st �-�77 Q I 35 { 36 ! 37 ! 38 ! 0 ! { I 40 ' J 41 005 =Oa I 1 N�39 ~NN ! CJ m + + ( { PA 50000 2' WALL FOOTING NN r r o o { o- N Cq 6' B� LLIOCK/�W/A�L�L PER WALL i CONftUCTION PIANS I EASEMENT I O C + I d - C N N R%W IT IAP TH FINAL MAP Ln j.L ftl Q WS ad Cn r......�....- �e - .. - ... --------------- ...... tS2- - HEADER ALONG EDGE OF PAVEMENT \ I --- OH -- -- -� OH \ �, 11Co ¢M Ntd"C'_8+� +00 H \ O OH`11+� _IR S88'59'36"E 183.89' PROPOSED E.P. IR EX. a IRRIGATION ` FR \ \ IR a o `� \R 15' WIDE PACIFIC GAS &ELECTRIC IR z'ZU3 4 `� COMPANY PIPELINE EASEMENT PER m _J ' v `\ \ ` BK. 1614, PG. 228 O.R 12 OZ zC;W Ucoo 8ca C>w \ c�n°°a ��ao. Ucnalana ' M dam - 12+00 cv 111 13+00 14+00 N88059'36"W 471.06' EX. 8" IRRIGATION IR (b I )\ IR r 3 �C3> PACIFIC PINES WAY SEE SHEET 10 T ( 20' 20' 30' 30' r r w 5, z t 00 n o \\ co Z 4 _ _i I _ 15+00 -Q- DEAD POLE rMW Go BERKSHIRE, ROAD rO AJ STA. 8+16.11 C.L. TO 21+37.22 C.L. Cn a SCALE: 1" = 50' HORIZONTAL 1" = 5' VERTICAL F•_ nQ � 4 Cn it W ra` 50 r 0 jC3> how IoW � �/� 1 Cn a bn `� II 1_JPrn iHAS 4 ! 1 N 49 ro ° M M PA` c6 r tc p O M >W M M ZI w C3 U' 42d LS: i 43 J -i 44 45 46 i 47 { 48 -� - Q W N NN 2' WALL FOOTING wq� _NN BMW aO uiu+i EASEMENT I0:01M++ ©NN ` QcQVN¢w C14 C1 r r kO BE DEDICATED �,,, ,COWr r ! 1 { 6 BLOCK WALL PER ALL a + + v a a i4 caS ¢ ,Q I WITH FINAL MAP I ¢ a I R i I CONSTRUCTION PLANT a' r' � ; � < n W °D'n'/,/ tiil~!ft!NNQ C co (n / - - - - - - - - - - ---------------- 18" DRAIN I -D _ pN01 7 _ 18' DRAIN _ - 18" DRAIN 'I C-1 ao ° - ° 16+00 17+00 ._I � C3 _,1118+00 19+00 20+� 11 i UH U OH fly WA W3-1 N88'59'36"W 666.167 ' - i 11 EX. 8' IRRIGATIONU N PROPOSED E.P. 11 M Q -3M (_4CCMb1 o�> WOUJ W a C1 UJ ��o +CO 0 o � LENGTH n m� DELTA a 30.00' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ci 30.00' 46.92' 29.80' 89'36'37" C2 30.00' 47.33' 30.20' 90'2323' C3 30.00' 47.43' 1 30.31' 90'3536" ASHE ROAD SEE SHEET 8 1 i ! i o ! ! O U) i O r ! I i I � I o 1 IW oZ4RIa �i - W E.P. 2 N S OC Q N 0: O !e W �+, 0 o: - I o mQM i J _J zzvc3'� L OCVO> v"0 I V -oz _ _N ZFQ-•hQ•-X N to v 346 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 score MA see bate 7. 20" deep Weakened Expansion Plane Jnt see dote Z Curb & Oitter per donut Standard fletal ST -f. _--------�---------,-- - ,-.. M Romp per ��' ��, =�, Standard Detal ST -10 ���g ' fes' . ' • ' .`�-' �i<,, 10.0' ter. bet ,finis y f ff Jokrt � i rf r�� i 3.0' min. at future signalized ktersectibns sm yak i • ' 4 ` " R' of -war ComMagon • . y &O t Varks l I • cs 20' 1.,x..-5 2OX 2 0,9 min- - 4:1 max. - I i 2 (1� max -- ty I �•� .+..Ma erred Rane 4 Jokrt I � 4.0" mks ► I *4.5' on of/ loci street4 unless otherwise dmi ted by the G'ty Eng&w.. Varidtr/e 5:5' on all MOW and collector streets and on all local streets that are adjacent to sdwolg hosVftaks; commercial or indusWl areas or as ofh alrected by the City . I✓q`able N07ES: 1. All w rkmansho and materials shell c»form to the gW11clile �EWando t flier at steal ist of � #o sections of the spedfl ot�us engled "State of California, • of durdble, tcoupod that ffie Department of rron ation, Standard Sped s , hereafter ents of the Standard Wkdkws known as 'Standardficof bns', current City Wvwd edition: 9. 5ecUm of existing Melralk being removed for r t shell 2 A current Street Permit i c�d b the Cit of Rak�st d be sawcut at the knits of removal as directed by the City Englnee�: y y the section being removed shdl be a min of 5.0' in length and Public Works Department must accompany off war* within the sawcuts shall afo with alsting Jim* or score lkua Replacement City right -of --way. shall conkrm to dknwskw and location to the adjmt existing 3 Subcprode shall be constructed true to and cross section knprovements unless otherwise dkected. and compacted to 9OX of maxvnum dry density as determined by 10, Canbkratkun sidewalk shall be used at intersections and bus stops ASW D-1557 to a nth of 660' below torr of subgraA on a# arterid and calector streets and may be used at cul-de-socs Concrete for skewolk shall confvrrn to the requkenwis of and knuddes on lord sirmts. A# otter use of canbhahtkn sdewalk the Standard 4ecxficatibns for minor concrete (mkt cement arras subject to the opproid of the aty Dow. content of 505 lbjcu )dj. Concrete shall contain no oddit ws 1L Any demition from standard in lkhisk color, or mat ' s used unless prior Wvva/ is o taxed hm the City Enguhuheer: wit require priar approsd tram the City Enq*eeh; 5 %nber forms shall be surfaced on the side placed next to the 12 Tran ' ' s in sWWk tpes /rust be Wvved by the concrete and shall be not less than 0" thick after being City Engineer: surfaced forms and subgrade shall be wetted onmedritely 1.1 All sdewdk construction shall comply with current prior to placerneOt of concretes requkaments for Aft 6. Concrete surfaces shall be troweled smooth, edged and them given a light broom #Wsh. Immediately after finishh; 10/15 all exposed surfaces shall receive a uniform gW11cation of STANDARD white ' Bunted curing cmpouad con&mkhg to the XU Standard WfiwUons Concrete su face shall be keptCKCKM COMBINATION SIDEWALK s uESrt moist un## the curing compound is applied! T, EVansion jMts shall the constructed at emu %* of M S. stratum at ends of asrrb returns and at 50' max. interWa WaAened plane ,pints, 20" deur, shell be placed at 1010' CALFORMA ST -5 intawls with 025" dap scare marks at 50' kafert k C" PUSUc WOWS DEPARTMENT PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTIUTIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION iS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION UNE. LEGEND: ABBREVIATIONS FL FLO LINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PiVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN Qa FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT --}•- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C:>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. _ - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS r CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. 3' LANDSCAPE LOT PER FINAL MAP PAD LIMITS 2' WALL FOOTING EASEMENT TO BE i DEDICATED WITH I I FINAL MAP 1 ! < BLOCK WALL 1 w Q FINISHED PAD 2% MIN. 4:1 MAX.Jf�' PROPOSED 5.5' COMBINATION SIDE) PROPOSED TYPE "B" CURB & 16+00 17+00 18+00 .� 2' WALL FOOTING EASEMENT TO BE. • o DEDICATED WITH ;ih FINAL MAP >ILr- W� W M z= N O me = ®iC 1-- U a at 0 1.53 MIN. TO Q iY MATCH EXISTING 1.53 MIN. TO ! MATCH EXISITNG 3.4% MAX { M 7 EXISTING GROUND O � . Cf? Q WS L0 IIIIIIIIII U3to M CD O> m ``' `' LJ > w Z4 tt W ii W r m tC V- c P M Z I M w aZ�j J 1... w M U Go fr= 0 Z CV W U W `- m �"` ti. W 45 a o a� U01 w 1 + o� DWI w W 1- 04 m a Co _J It1 •-U61 z APPROXIMATE EXISTING AT CEN UNE GROUND v44 Q- v a C '--C APP OXlMATE STING OUNO w z 0: � ca3 moo-, N AT TERLI -' v i z cwi v ¢ _ _.._. - - _ tn a6 �,w as a m cn -- S=-0.25% . -. S=0.25% - -- -- -- _ - - S _0.25e -- ---- -- - - -- --- ---- 503 S=�n0 .a PR(POSED N TH FLO NE NW CMQV d• C4 U PROPOSED NORTH FLO NE o Mdn P11 MM MWJ % "'S=0.2 n J W >n w W Lq W d• �y d. � t 4 ` r M \ r 346 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 score MA see bate 7. 20" deep Weakened Expansion Plane Jnt see dote Z Curb & Oitter per donut Standard fletal ST -f. _--------�---------,-- - ,-.. M Romp per ��' ��, =�, Standard Detal ST -10 ���g ' fes' . ' • ' .`�-' �i<,, 10.0' ter. bet ,finis y f ff Jokrt � i rf r�� i 3.0' min. at future signalized ktersectibns sm yak i • ' 4 ` " R' of -war ComMagon • . y &O t Varks l I • cs 20' 1.,x..-5 2OX 2 0,9 min- - 4:1 max. - I i 2 (1� max -- ty I �•� .+..Ma erred Rane 4 Jokrt I � 4.0" mks ► I *4.5' on of/ loci street4 unless otherwise dmi ted by the G'ty Eng&w.. Varidtr/e 5:5' on all MOW and collector streets and on all local streets that are adjacent to sdwolg hosVftaks; commercial or indusWl areas or as ofh alrected by the City . I✓q`able N07ES: 1. All w rkmansho and materials shell c»form to the gW11clile �EWando t flier at steal ist of � #o sections of the spedfl ot�us engled "State of California, • of durdble, tcoupod that ffie Department of rron ation, Standard Sped s , hereafter ents of the Standard Wkdkws known as 'Standardficof bns', current City Wvwd edition: 9. 5ecUm of existing Melralk being removed for r t shell 2 A current Street Permit i c�d b the Cit of Rak�st d be sawcut at the knits of removal as directed by the City Englnee�: y y the section being removed shdl be a min of 5.0' in length and Public Works Department must accompany off war* within the sawcuts shall afo with alsting Jim* or score lkua Replacement City right -of --way. shall conkrm to dknwskw and location to the adjmt existing 3 Subcprode shall be constructed true to and cross section knprovements unless otherwise dkected. and compacted to 9OX of maxvnum dry density as determined by 10, Canbkratkun sidewalk shall be used at intersections and bus stops ASW D-1557 to a nth of 660' below torr of subgraA on a# arterid and calector streets and may be used at cul-de-socs Concrete for skewolk shall confvrrn to the requkenwis of and knuddes on lord sirmts. A# otter use of canbhahtkn sdewalk the Standard 4ecxficatibns for minor concrete (mkt cement arras subject to the opproid of the aty Dow. content of 505 lbjcu )dj. Concrete shall contain no oddit ws 1L Any demition from standard in lkhisk color, or mat ' s used unless prior Wvva/ is o taxed hm the City Enguhuheer: wit require priar approsd tram the City Enq*eeh; 5 %nber forms shall be surfaced on the side placed next to the 12 Tran ' ' s in sWWk tpes /rust be Wvved by the concrete and shall be not less than 0" thick after being City Engineer: surfaced forms and subgrade shall be wetted onmedritely 1.1 All sdewdk construction shall comply with current prior to placerneOt of concretes requkaments for Aft 6. Concrete surfaces shall be troweled smooth, edged and them given a light broom #Wsh. Immediately after finishh; 10/15 all exposed surfaces shall receive a uniform gW11cation of STANDARD white ' Bunted curing cmpouad con&mkhg to the XU Standard WfiwUons Concrete su face shall be keptCKCKM COMBINATION SIDEWALK s uESrt moist un## the curing compound is applied! T, EVansion jMts shall the constructed at emu %* of M S. stratum at ends of asrrb returns and at 50' max. interWa WaAened plane ,pints, 20" deur, shell be placed at 1010' CALFORMA ST -5 intawls with 025" dap scare marks at 50' kafert k C" PUSUc WOWS DEPARTMENT PG&E GAS NOTES: CALL 811 (1-800-227-2600) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTIUTIES, INCLUDING ALL NON -UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION UNE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION UNE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION UNE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION iS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION UNE. LEGEND: ABBREVIATIONS FL FLO LINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PiVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN Qa FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT --}•- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C:>- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. _ - EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS r CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON SHEET 9. 3' LANDSCAPE LOT PER FINAL MAP PAD LIMITS 2' WALL FOOTING EASEMENT TO BE i DEDICATED WITH I I FINAL MAP 1 ! < BLOCK WALL 1 w Q FINISHED PAD 2% MIN. 4:1 MAX.Jf�' PROPOSED 5.5' COMBINATION SIDE) PROPOSED TYPE "B" CURB & 16+00 17+00 18+00 .� 2' WALL FOOTING EASEMENT TO BE. • o DEDICATED WITH ;ih FINAL MAP ROUGH GRADE LINE L-0.30' A.C. PAVING 0.75' COMPACTED SUBGRADE COMPACTED TO 953 .50' AGG. BASE BERKSHIRE ROAD SECTION B STA. 10+00.00 C.L. TO STA. 14+21.28 C.L. 7 SCALE: 1 "=10' HORIZONTAL f-51 VERTICAL 11 = 6.0 R=33 JVL 360 lIZZ 358 356 354 352 350 348 346 19+00 20+00 21+00 3' LANDSCAPE LOT PER FINAL MAP 11VARIES 35-38' LIA BLOCK WALL {iRl FINISHED PAD 2 2% MIN. 4:1 MAX. PROPOSED 5.5' COMBINATION SIDEWALK PROPOSED TYPE "B" CURB & GUT R • >ILr- W� W r Q 0 z= N O me = ®iC 1-- U a 1.53 MIN. TO Q iY MATCH EXISTING 1.53 MIN. TO ! MATCH EXISITNG 3.4% MAX { 7 EXISTING GROUND ROUGH GRADE LINE L-0.30' A.C. PAVING 0.75' COMPACTED SUBGRADE COMPACTED TO 953 .50' AGG. BASE BERKSHIRE ROAD SECTION B STA. 10+00.00 C.L. TO STA. 14+21.28 C.L. 7 SCALE: 1 "=10' HORIZONTAL f-51 VERTICAL 11 = 6.0 R=33 JVL 360 lIZZ 358 356 354 352 350 348 346 19+00 20+00 21+00 3' LANDSCAPE LOT PER FINAL MAP 11VARIES 35-38' LIA BLOCK WALL {iRl FINISHED PAD 2 2% MIN. 4:1 MAX. PROPOSED 5.5' COMBINATION SIDEWALK PROPOSED TYPE "B" CURB & GUT R • ROUGH GRADE UNE X0.30' A.C. PAVING 0.75' COMPACTED SUBGRADE COMPACTED TO 953 .50' AGG. BASE BERKSHIRE ROAD SECTION C STA. 15+21.28 C.L. TO STA. 40+42.51 C.L. 7 SCALE: J " ,10' HORIZONTAL 1 =5 VERTiCAL TI = 6.0 R=33 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 LEGEND (CONT.): LEGEND (CONT.%_ , R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. SECION LETTER R1-1 STOP "W14-2" - NO OUTLET A �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R6-1" - ONE WAY" " _ _ _ _ _ _ SECTION DESIGNATION "R26(CA)" - NO PARKING ANYTIME " 81 - 1(CA)" ENDBIKE LANE 2 �4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. "R3-7' - RiGHT LANE MUST TURN RIGHT SECTM IS SHOWN Q CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 'W3-1" -STOP AHEAD �j CURVE NUMBER FOR CURVE DESCRIPTION ® © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE STORM DRAIN MANHOLE -REFER TO SEVER &STORM 1n FLOW LINE STATION - SEE TABLE �_' / CONSTRUCT 5:5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. ® DRAIN PLANS NOTE: ® INSTALL TYPE IIi BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE iS NOT CONSTRUCTED CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT AT THE SAME TIME. REMOVE AND SALVAGE SiGN NTH CONSTRUCTION OF ADJACENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. TRACT/PHASE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS O9 NOTES:- CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 10 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 1: SEE SEWER AND STORM DRAIN PLANS FOR SEWER PTH-02ALKYD. SEViER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. TRACT BOUNDARY 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 11 RELOCATE OVER 0.60 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO ® ® ® ® PHASE BOUNDARY BE COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 PROTECT IN PLACE CENTERLINE 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. 13 REMOVE OVER 0.75 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO 'h All EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ""'-----"'-----"- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45 TYPE "B' A.C. OVER 1.05 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO BE COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. ST -9. EASEMENT LEGEND: & ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS QCITY OF BAKERSFIELD STREET RiGHT-OF-WAY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DEDICATION PER DOC. NO. 0206208460 O.R. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. SCALE: 1 " = 50' 30 TIDE COUNTY OF KERN PUBLIC HIGHWAY. EASEMENT BY ORDER COORDINATE APPLICATION OF RELOCATION WITH PG&E. 50 25 O 50 100 OF THE BOARD OF SUPERVISORS OF KERN COUNTY PER VOL 8, 549 OF THE 7. 953 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' MINUTE BOOKS. UNDER AND EACH SIDE OF CROSS GUTTER. Know what's below. Call before you dig. W� r Q 0 z O me 1-- U a 1.53 MIN. TO 3.43 MAX. MATCH EXISTING EXISTING GROUND ROUGH GRADE UNE X0.30' A.C. PAVING 0.75' COMPACTED SUBGRADE COMPACTED TO 953 .50' AGG. BASE BERKSHIRE ROAD SECTION C STA. 15+21.28 C.L. TO STA. 40+42.51 C.L. 7 SCALE: J " ,10' HORIZONTAL 1 =5 VERTiCAL TI = 6.0 R=33 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 LEGEND (CONT.): LEGEND (CONT.%_ , R1-1 FURNISH &INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. SECION LETTER R1-1 STOP "W14-2" - NO OUTLET A �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "R6-1" - ONE WAY" " _ _ _ _ _ _ SECTION DESIGNATION "R26(CA)" - NO PARKING ANYTIME " 81 - 1(CA)" ENDBIKE LANE 2 �4 CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. "R3-7' - RiGHT LANE MUST TURN RIGHT SECTM IS SHOWN Q CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 'W3-1" -STOP AHEAD �j CURVE NUMBER FOR CURVE DESCRIPTION ® © CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. - - o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE STORM DRAIN MANHOLE -REFER TO SEVER &STORM 1n FLOW LINE STATION - SEE TABLE �_' / CONSTRUCT 5:5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. ® DRAIN PLANS NOTE: ® INSTALL TYPE IIi BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE iS NOT CONSTRUCTED CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5 OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT AT THE SAME TIME. REMOVE AND SALVAGE SiGN NTH CONSTRUCTION OF ADJACENT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. TRACT/PHASE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS O9 NOTES:- CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 10 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 1: SEE SEWER AND STORM DRAIN PLANS FOR SEWER PTH-02ALKYD. SEViER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. AND STORM DRAIN DETAILS. TRACT BOUNDARY 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. 11 RELOCATE OVER 0.60 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO ® ® ® ® PHASE BOUNDARY BE COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 PROTECT IN PLACE CENTERLINE 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. 13 REMOVE OVER 0.75 AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO 'h All EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. ""'-----"'-----"- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45 TYPE "B' A.C. OVER 1.05 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO BE COMPACTED TO 953 RELATIVE DENSITY PER C.O.B. STD. ST -9. EASEMENT LEGEND: & ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS QCITY OF BAKERSFIELD STREET RiGHT-OF-WAY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. DEDICATION PER DOC. NO. 0206208460 O.R. 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. SCALE: 1 " = 50' 30 TIDE COUNTY OF KERN PUBLIC HIGHWAY. EASEMENT BY ORDER COORDINATE APPLICATION OF RELOCATION WITH PG&E. 50 25 O 50 100 OF THE BOARD OF SUPERVISORS OF KERN COUNTY PER VOL 8, 549 OF THE 7. 953 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' MINUTE BOOKS. UNDER AND EACH SIDE OF CROSS GUTTER. Know what's below. Call before you dig. IIIIIIIIII EX. 36" SEVER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.43' 30.31' 90'35'36" C2 30.00' 47.34' 30.22' 90'25'00" C3 30.00' 46.91' 29.78' 89'35'00" C4 30.00' 46.80' 29.67' 89'22'31" C5 30.00' 47.45' 30.33' 90'37'29" SAWCU T TABLE TAG �, STATION OFFSET ELEV. 10' I 10+00.02 2.20 LT. 353.85 02 10+45.10 3.02 RT. 353.64 ❑3 10+72.85 4.40 RT. .353.69 ® 10+72.85 14.00 RT. 353.56 5 12+99.85 14.00 RT. 353.14 6 j 12+99.85 13.09 RT. 353.16 �7 17+98.04 8.00 RT. 355.10 ® 17+98.09 0.94 LT. 355.42 ❑9 18+51.84 1.05 LT. 355.53 10 18+51.84 5.45 LT. 355.57 1i 19+01.83 5.55 LT. 355.77 12 19+01.83 9.94 LT. 355.86 13 19+51.82 10.05 LT. 356.09 14 19+51.82 14.44 LT. 356.14 15 20+01.81 1454 LT. 356.38 16 20+01.81 1 &67 LT. 356.17 17 20+48.81 18.77 LT. 355.91 18 20+48.81 23.77 LT. 355.88 19 21+64.90 24.00 LT. 356.60 20 21+65.27 57.00 LT. 355.94 21 21+64.54 8.00 RT 1 356.40 THUNDER TRAIL DRIVE WALKERS GLEN LANE SEE SHEET 4 1 .SEE SHEET 5 LO SHAVER DRIVE CFF' IQWFFT A Wma>amiv �co Icn 0 SIR ------------- TJ2=ill -! •11.1 L r: err sir err �1/ oc 04 n U +r NQ J Nv W 00 Z to + ! �n s�- 1•_ � 1 1� (dam'% � M 1Wj MS = P� � 362 360 358 356 354 352 350 © R/W PAFOOTING OFFSET FROM CL STA. 12+70.00 EASEMENT 10' I TO BE I LANDSCAPE LOT DEDICATED WITH PER FINAL MAP I 6' W STA. 12+90.00 63.38 LT. 2.a 63.02 LT. Q�tMfi O � BLOCK o WALL m 2.0' 2% MIN. TO 4:1 MAX. STA. 13+25.00 COMONAMON STA. 3+30.00 SIDEWALK ire)IA * PROD TYPE "B" STA. 13+40.00 CURB & GUTTER STA. 13+45.00 * CONTRACTOR TO VERIFY STA. 13+50.00 2% SLOPE PRIOR TO STA. 13+55.00 INSTALLATION OF CURB STA. 13+60.00 AND GUTTER STA. 13+65.00 54.98 LT. j 54.63 LT. 0� 54.35 LT. > M1Wc_11 STA. 13+85.00 Cr W W 1 54.00 LT. "A" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O? CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT m C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND �"� p M OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED N C=.9M AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. to TRACT/PHASE. j SEWER CLEANOUT REFER TO SEWER &STORM DRAIN PLANS. 0 - 1. SEE SEAR AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. > TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ® ® ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "B" W PTH-02ALKYD. w W to N p 11 RELOCATE - - - CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 PROTECT IN PLACE 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. -----�----------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO g REMOVE EASEMENT LEGEND: BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'A7 Li 5. ALL CATCH BASINS TO BE TYPE WITH 3.5 OPENINGS OF BAKERSFIEL STREET RIGHT--OF-WAY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know below. �CITY 1- 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. what's DEDICATION PER DOC. NO. 0206208460 O.R. COORDINATE APPLICATION OF RELOCATION WITH PG&E. CM' f'� I before��e s 7. 95% COMPAC11ON FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. MVyou {��Y ORDER OF BOARD SUPERVISORS OF KERN VOL 8, 549 OF THE MINUTE BOOKS. 1 LL P h .1 & 4 ow �� �w a W W N 0-� �v� Y m c Q � _ m �of: w Q I U ' M cb r• + to + EXISTING ND X m ,Y . ± w m Z � C! V p N d' C9 .� .- GL Q♦ co EXISTING GROUND + p Z EXISTI G GROU a + w + m , Z w AT TERIJNE r - _ _ . -- - - - z z -. o �r --. ,Q _ wtn _ _,,, m� - . _. _ . __._ - ' _" S _ _ _ _ _ - _ - .,� Ci LAi --m w _ . -- _-. w cn m cn =0.23% _0.39 S =0. 0.28% _ .25% 7- PROP EXISTING; S--0.27% PROPOSWEST OWUNE WET FLOWLI E WEST OW INE 0 PR T FLOWLIE o W t6 Q = Q rcn O 348 10+00 11+00 12+00 13+00 14+00 15+00 2' WALL R/W PAFOOTING OFFSET FROM CL STA. 12+70.00 EASEMENT 10' I TO BE I LANDSCAPE LOT DEDICATED WITH PER FINAL MAP I 6' FINAL MAP STA. 12+90.00 63.38 LT. 2.a 63.02 LT. STA. 13+00.00 62.59 LT. 1 m t BLOCK o WALL m 2.0' 2% MIN. TO 4:1 MAX. STA. 13+25.00 COMONAMON STA. 3+30.00 SIDEWALK STA. 13+35.00 * PROD TYPE "B" STA. 13+40.00 CURB & GUTTER STA. 13+45.00 * CONTRACTOR TO VERIFY STA. 13+50.00 2% SLOPE PRIOR TO STA. 13+55.00 INSTALLATION OF CURB STA. 13+60.00 AND GUTTER TAPER DATA NO.O q STATION OFFSET FROM CL STA. 12+70.00 64.00 LT. STA. 12+75.00 63.96 LT. STA. 12+80.00 63.84 LT STA. 12+85.00 63.65 LT. STA. 12+90.00 63.38 LT. STA. 12+95.00 63.02 LT. STA. 13+00.00 62.59 LT. STA. 13+05.00 62.09 LT. STA. 13+10.00. 61.50 LT. STA. 13+15.00 60.88 LT. STA. 13+20.00 60.25 LT. STA. 13+25.00 59.62 LT. STA. 3+30.00 59.00 LT STA. 13+35.00 58.38 LT. STA. 13+40.00 57.75 LT. STA. 13+45.00 57.13 LT STA. 13+50.00 56.50 LT. STA. 13+55.00 55.91 LT. STA. 13+60.00 55.41 LT. STA. 13+65.00 54.98 LT. STA. 13+70.00 54.63 LT. STA. 13+75.00 54.35 LT. STA. 13+80.00 1 54.16 LT STA. 13+85.00 1 54.04 LT. STA. 13+90.00 1 54.00 LT. TAPER DATA NOX CL STATION OFFSET FROM q STA. 16+64.10 60.00 LT STA. 16+69.10 59.88 LT. STA. 16+74.10 59.60 LT. STA. 16+79.10 59.16 LT. STA. 16+84.10 58.58 LT. STA. 16+89.10 57.83 LT. STA. 16+94.10 56.94 LT. STA. 16+99.10 55.96 LT. STA. 17+04.10 54.99 LT. STA. 17+09.10 54.01 LT. STA. 17+1410 53.03 LT. STA. 17+19.10 52.06 LT. STA. 17+24.10 51.08 LT. STA. 17+29.10 50.19 LT. STA. 17+3410 49.44 LT. STA. 17+39.10 48.85 LT. STA. 17+44.10 48.42 LT. STA. 17+49.1048.13 LT. STA. 17+5410 48.00 LT }- EASEMENT TO BE PA R/W a DEDICATED WITH FINAL MAP( 9' l im g1 4' (LANDSCAPE LOT( PER FINAL MAP 7 r 6' 15% MIN. TO i . 45' A.C. PAVING 3.47* MAX. I 1.05' AGG. BASE 1-1.0' COMPACTED O.G. TO 95% RELATIVE DENSITY ASHE ROAD SECTION rC-**"\ STA. 10+76.00 C.L. TO 12+70.00 C.L. $ • "=10' HORIZONTAL SCALE: �=5 VERTICAL 11 = 8.5 R=33 TAPER DATA NO.O STATION OFFSET FROM q STA. 12+70.00 9.00 RT. STA. 12+75.00 &85 RT. STA. 12+80.00 &69 RT. STA. 12+85.00 8.22 RT. STA. 12+90.00 7.75 RT. STA. 12+95.00 6.97 RT. STA. 13+00.00 6.19 RT. STA. 13+05.00 5.10 RT. STA. 13+10.00 4.00 RT STA. 13+15.00 2.75 RT. STA. 13+20.00 1.50 RT STA. 13+25.00 0.25 RT. STA. 13+30.00 1.00 LT. STA. 13+35.00 2.25 LT. STA, 13+40.00 3.50 LT. STA. 13+45.00 4.75 LT. STA. 13+0.00 6.00 LT. STA, 13+55.00 7.10 LT. STA. 13+60.00 8,19 LT. STA. 13+65.00 8.97 LT. STA. 13+70.0 9.75 LT. STA. 13+75.00 10.22 LT. STA. 13+80.00 10.69 LT. STA. 13+85.00 10.84 LT. STA. 13+90.00 11.00 LT. 2% MIN. TO 4:1 MAX. COMBMIAMON SIDEWALK PROPOSED TYPE "B" CUR & GUTTER LEGEND: ABBR AVI -IONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON _ . ._... SHEET 9. VARIES 48'-63' A.C. PAVING 1.57. MIN. TO 3.4% MAX. 1.05' AGG. BASE - J * CONTRACTOR TO VERIFY Lio COMPACTED O.G. TO 2% SLOPE PRIOR TO 95% RELATIVE DENSITY INSTALLATION OF CURB ASHE ROAD SECTION AND GUTTER D STA. 13+90.00 C.L. TO 17+97.00 C.L. • "=10' HORIZONTAL $ SCALE.1 �=5VERTICAL TI = 8.5 R=33 17+00 18+00 19+00 20+00 21+00 2' WALL FOOTING EASEMENT P/L R/W TO BE < 10 Q g i z DEDICATED (LANDSCAPE LOTII VARIES I o VARIES 15 z T-9' m FINAL MAP PER FINAL MAP I 7' 41'-52' 7' I m 8' d 2' Q 6' ft - `z v w 3 mt z 1' I cn _z-1 i BLOCK o 1 � 1.5% MIN. TO 5 I 5 WALL 0 0.45' A.C. PAVING 3.4% MAX. m 2.0% f \ f /\'t\ \rye \,,. t t, , \ ,.... _,.,_M1 �rr�►. ,! / /.r'/,, fi/ir '`ff/ f/' r \�`\ ` t -,/r if r/ , 1 t i 777r \ 4 .\ .,.. .\ 2% MIN. TO v 4:1 MAX. s PROPOSED 11tpE Or 1.05' AGG. BASE CURB & GUTTER L1.0' COMPACTED O.G. TO * CONTRACTOR TO VERIFY 95% RELATIVE DENSITY 2% SLOPE PRIOR TO INSTALLATION of CURB ASHE ROAD SECTION AND GUTTER E STA. 17+97.00 C.L. TO 21+63.71 C.L. SCALE: HORIZONTAL $ • "1 �=5' VERTICAL IT = 8.5 R=33 22+00 362 360 358 356 354 352 350 348 23+00 w r I m Q z BLOCK( t wp 25' 0' 50' 100' WALL) ¢ 1 2% MIN. TO 4:1 MAX. COMBMIAMON SIDEWALK PROPOSED TYPE "B" CUR & GUTTER LEGEND: ABBR AVI -IONS FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE ELEV ELEVATION E.V.C. END VERTICAL CURVE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. PONT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER C.B. CATCH BASIN QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Q EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. C>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -E- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON _ . ._... SHEET 9. VARIES 48'-63' A.C. PAVING 1.57. MIN. TO 3.4% MAX. 1.05' AGG. BASE - J * CONTRACTOR TO VERIFY Lio COMPACTED O.G. TO 2% SLOPE PRIOR TO 95% RELATIVE DENSITY INSTALLATION OF CURB ASHE ROAD SECTION AND GUTTER D STA. 13+90.00 C.L. TO 17+97.00 C.L. • "=10' HORIZONTAL $ SCALE.1 �=5VERTICAL TI = 8.5 R=33 17+00 18+00 19+00 20+00 21+00 2' WALL FOOTING EASEMENT P/L R/W TO BE < 10 Q g i z DEDICATED (LANDSCAPE LOTII VARIES I o VARIES 15 z T-9' m FINAL MAP PER FINAL MAP I 7' 41'-52' 7' I m 8' d 2' Q 6' ft - `z v w 3 mt z 1' I cn _z-1 i BLOCK o 1 � 1.5% MIN. TO 5 I 5 WALL 0 0.45' A.C. PAVING 3.4% MAX. m 2.0% f \ f /\'t\ \rye \,,. t t, , \ ,.... _,.,_M1 �rr�►. ,! / /.r'/,, fi/ir '`ff/ f/' r \�`\ ` t -,/r if r/ , 1 t i 777r \ 4 .\ .,.. .\ 2% MIN. TO v 4:1 MAX. s PROPOSED 11tpE Or 1.05' AGG. BASE CURB & GUTTER L1.0' COMPACTED O.G. TO * CONTRACTOR TO VERIFY 95% RELATIVE DENSITY 2% SLOPE PRIOR TO INSTALLATION of CURB ASHE ROAD SECTION AND GUTTER E STA. 17+97.00 C.L. TO 21+63.71 C.L. SCALE: HORIZONTAL $ • "1 �=5' VERTICAL IT = 8.5 R=33 22+00 362 360 358 356 354 352 350 348 23+00 SCALE: 1 " = 50' 50' 25' 0' 50' 100' LEGEND (CONT.: LEGEND (CONT.: CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: i "R1-1" - STOP "YV14-2" SECTION LETTER A �1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 - NO OUTLET. "R6-1" - ONE WAY " " A) -END "R26(CA)" - NO PARKING ANYTIME "W31�CA)- _ _ _ _ SEC11ON DESIGNATION - 2 O , CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. "R3-7" - RIGHT LANE MUST R81- BIKE LANE SHEET WyERE TURN RIGHT SECTION IS SHOWN U3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "W3-1"- STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE 5 O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM 1 FLOWIIIJNE STATION -SEE TABLE NOTE: f ---CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. DRAIN PLANS "A" SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O? CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. CONSTRUCT TYPE CATCH BASIN WITH 3.5' OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND s SEWER - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING MALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. SEWER CLEANOUT REFER TO SEWER &STORM DRAIN PLANS. 0 - 1. SEE SEAR AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION ® ® ® ® PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. "B" PTH-02ALKYD. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE A.C. 11 RELOCATE - - - CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 12 PROTECT IN PLACE 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. -----�----------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO g REMOVE EASEMENT LEGEND: BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'A7 5. ALL CATCH BASINS TO BE TYPE WITH 3.5 OPENINGS OF BAKERSFIEL STREET RIGHT--OF-WAY PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know below. �CITY 1- 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. what's DEDICATION PER DOC. NO. 0206208460 O.R. COORDINATE APPLICATION OF RELOCATION WITH PG&E. CM' f'� I before��e 30' WIDE COUNTY OF KERN PUBLIC HIGHWAY EASEMENT BY A THE OF COUNTY PER 7. 95% COMPAC11ON FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. MVyou {��Y ORDER OF BOARD SUPERVISORS OF KERN VOL 8, 549 OF THE MINUTE BOOKS. 1 1-666.1 P h .1 & 4 IIIIIIIIII PHASE --J _ J II PHASE 4 a Q ..% 1 30 Zw CURVE C4elsC4 C4 C14 r__ 00 00 x C1 0 C3 C; C4 W) Cq W C� aw 90W00N T 84.00' 186.67' J_j 12719'34! C3 35.00' 13.70' C4 z THUNDER TRAIL DRIVE C; 04 J C3 C-) 20.00" Z �5$ 8 C1 90900,000 C.> a 13-70' 6.94! C11" SEE SHEET 4 4 197.70' 1 202.06' 134*51 lis C7 o 54.98' Lt: _j -i U: LL:9tor- W I Axwk SW contah no amm m*m pw 0 _j *"W & obt" ham the City £ngi END CURB RETURN PRC POINT OF REVERSE CURVATURE z 00 cd 0^0co C; oi cl a >- - g 20 11 Edge of Oft qqrowh &W be a mik of 25' from adfimt lot Mm 44 cl�j U_ C:) co 5 "C' ", LL: T C) C1 C4 6 or) LA:Li 00 1 N C4,1 + + V_ + + 06 + + . LAJ >_ + C.0 04 Cq La NA C> +"+ AA , CT ;E - >- C-4 >: W LJ1 >0. mmbum himmob and as W.: CN14 + + ;z + C14 0 < LLJ Of :E of <* 0- + e) C tt! 0) M FLOWLINE STATION - SEE TABLE U) C-) ,4c < < < CL Cd 1-Z ­4PP W Cn .3 F- U.) . + :2 + I < Lq a- 0- Cf) Cn ��P WP C-1 U) C4 to n d V) i2�0 cncn lid 4 0000 _J UJ CONSTRUCT TYPE *A* CATCH BASIN WITH .3.5! OPENING PER C) C1 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. F.O.C. >: C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 8 in to C-5 Cn C3 V) C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. W C4 Z SEWER - REFER TO SEWER & STORM DRAIN PLANS 41 OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED MATE EGSTING -S- NOTES: .6" SEWER E, 9 @ 2 C, 18" SEWER DRAIN C4 4 ©c, (TYP. 9 7 W FURNISH & INSTALL STREET1. T SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. S_ .13+00- + W All-OOi_ < -NO1*0218 E, 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE `B* A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10PTH-02ALKYD. 1 _ i - -I- - - - Zw CURVE C1 LENGTH TANGENT 00 00 x C1 35.00' W ffiz 90W00N T 84.00' 186.67' C2 12719'34! C3 35.00' 13.70' 6.94! OD J C3 C-) 20.00" Z �5$ 8 C1 90900,000 C5 a 13-70' 6.94! 22*2535" CIS 84.00' C> C> 04 20'i-. 20 30' WALKERS MEN LANE SEE SHEET 5 280.00' 24 DRAIN "'rvv 1 r_C) 6 -*'X -U-12+00- _ I "') i - . 5) -, CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 54.98' .35.00' 90W00N C2 84.00' 186.67' 169.69' 12719'34! C3 35.00' 13.70' 6.94! 22'2535* C4 20.00" 31.42' 20.00" 90900,000 C5 35.00' 13-70' 6.94! 22*2535" CIS 84.00' 197.70' 1 202.06' 134*51 lis C7 35.00' 54.98' 35.00' 90000,00 WIN C> CO C4 T C4 C> -j-j.4-4 SECTION "A -A AKJTEs C*4 LL. a EW&W fi6t Mar mow She# consist of pr &nw $up of Ck: C4 -j-j to 4m C4 Lx: 0C1 eA to 6u: C4 U') b9ber. The see9w ba4 rammed shag be a mkbm of 50'1h C; (/) V) a# mwk Oft the C* riot -of -may + 1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 04 iE :� 6 C) OR Z5 0:3� Cn (n 6- cn I" -iv _J W 6_J E"Reer. offiam the m&&q pammt " be mmt a mamm m CJ LL: t C4 Ln to 00 te) IL W and gutter and body of woach &W be Poured Axwk SW contah no amm m*m pw <m< *"W & obt" ham the City £ngi END CURB RETURN PRC POINT OF REVERSE CURVATURE z re) 5 rabor form " be arkeed m the side place C4 Ul) L0 11 Edge of Oft qqrowh &W be a mik of 25' from adfimt lot Mm 44 14. &*ft m4 if h pad cw9tion, may be smut and remrrved 6 Cmade M be ftraW mmffi, edged and then rcwb cut-) to accommodate coastrucke of new reWmtial &ve #hv d/of brow Nnbk kmrm*&y aft ffh,&Wqg, N C4,1 + + ei to W Cn >: Lq END CURVE TC TOP OF CURB 011 99 Cq 0- ok < '64 mo ti >: W LJ1 >0. mmbum himmob and as W.: 1A V, 0- (n Cn 364, 362 360 358 356 354 352 350 348 346 1z 364 362 360 358 356 354 352 350 348 346 1z " ____ i N011021WE 280M C) 3h fo SEWER\Z:-' 15+00; ( 2 1 DRAIN �\ (�\ W o C7 o Cn + 51 Cq _J 11 00 cL Z 3 3 9 C1I C; C4 C4 z Cr. 5 C14 14- "t 14 LO N LO C� CS 3Go 00 Cn C4 u: 5f z 00 C) C) J J V_ CiLL: .51 C1 + + aCo Co + Clc> -4-+ 1 20'1 20' 20' _1330_Al 1 0, 30' 1 1 9 La6 30' 173 e H -11i __UF_r_1 Ci 16 1 ++ < Ul) Ul) - I.- Cn THUNDER TRAIL DRIVE uJ cn cn SHAVER DRIVI SEE SHEET 4 Ck INTERSECTION SEE SHEET 3 STA. 11+65.43 C.L. THUNDER TRAIL DRIVE = m cncn STA. 12+80.00 C.L. HAWKINS COVE DRIVE HAWKINS COVE DRIVE 70!� �-�z - STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' SCALE: 1 = 50' HORIZONTAL 50' 25' Ot 50' - 10 ! 0' 1 5' VERTICAL Im gw-rvV-VV %o.L- OnAVCA UKIVL = STA. 15+60.00 C.L. HAWKINS COVE DRIVE U-) PRC V_ STA. 15+82.65 C.L. 87.05 RT. STA. 16+72.92 F.L. EC STA. 15+80.00 C.L. 100.40 RT. STA. 16+86.62 F.L. Co C4 &0* mil C4 C4 T_ -j-j.4-4 SECTION "A -A AKJTEs U: LL. a EW&W fi6t Mar mow She# consist of pr &nw $up of the applicable seckm of the **d&aftns entitled C4 "State of Caft* Apoftent of T=*Watim to 4m C4 Lx: 9. Sections of existing &* "roach &;V removed for rq#mmeaf eA to rC14 rW-1) >_1,0 (0 1LO C4 U') b9ber. The see9w ba4 rammed shag be a mkbm of 50'1h ++ ;9 00 W _+ I (/) V) a# mwk Oft the C* riot -of -may + 1 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 04 9r) iE :� 6 C) OR I'm 0:3� Cn (n 6- cn I" -iv SEWER\Z:-' 15+00; ( 2 1 DRAIN �\ (�\ W o C7 o Cn + 51 Cq _J 11 00 cL Z 3 3 9 C1I C; C4 C4 z Cr. 5 C14 14- "t 14 LO N LO C� CS 3Go 00 Cn C4 u: 5f z 00 C) C) J J V_ CiLL: .51 C1 + + aCo Co + Clc> -4-+ 1 20'1 20' 20' _1330_Al 1 0, 30' 1 1 9 La6 30' 173 e H -11i __UF_r_1 Ci 16 1 ++ < Ul) Ul) - I.- Cn THUNDER TRAIL DRIVE uJ cn cn SHAVER DRIVI SEE SHEET 4 Ck INTERSECTION SEE SHEET 3 STA. 11+65.43 C.L. THUNDER TRAIL DRIVE = m cncn STA. 12+80.00 C.L. HAWKINS COVE DRIVE HAWKINS COVE DRIVE 70!� �-�z - STA. 10+00.00 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' SCALE: 1 = 50' HORIZONTAL 50' 25' Ot 50' - 10 ! 0' 1 5' VERTICAL Im gw-rvV-VV %o.L- OnAVCA UKIVL = STA. 15+60.00 C.L. HAWKINS COVE DRIVE U-) PRC V_ STA. 15+82.65 C.L. 87.05 RT. STA. 16+72.92 F.L. EC STA. 15+80.00 C.L. 100.40 RT. STA. 16+86.62 F.L. 44 10+50 11+00 12+00 13+00 14+00 15+00 c o easement to acommdate fit# depth of qWroodk IN ink - 20x max &0* mil 'Wolow, 60, Alin. R1-1 SECTION "A -A AKJTEs 1 A# mkmmsko and mads shall conform to a EW&W fi6t Mar mow She# consist of pr &nw $up of the applicable seckm of the **d&aftns entitled &mk maftnt cmWmd that caftfam to the rq0ements of the "State of Caft* Apoftent of T=*Watim Stm&rd Spec"Ims Standards Specift1kni" hereafter know as *$tm&&- Wficallosm, cement City approved e&tm 9. Sections of existing &* "roach &;V removed for rq#mmeaf CD 00 0) C4 U') b9ber. The see9w ba4 rammed shag be a mkbm of 50'1h Shkamfidd ftk Wwk Overtmeat must accompany (/) V) a# mwk Oft the C* riot -of -may ftWment shad confim at dimsion acrd kcaft to the adjacent CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 04 9r) J. 9A rode sW be cmskxled byre to grade and ELEVATION E.V.C. END VERTICAL CURVE am seclk" and cWfacted to 90X of ma*m dry C4 C4 W to W 6- bd" tap of x*p*. E"Reer. offiam the m&&q pammt " be mmt a mamm to eN C4 TURN RIGHT te) IL W and gutter and body of woach &W be Poured Axwk SW contah no amm m*m pw <m< *"W & obt" ham the City £ngi END CURB RETURN PRC POINT OF REVERSE CURVATURE re) 5 rabor form " be arkeed m the side place C4 Ul) next to the mcrete and &W not be less than 1.5* Oft after being mrfmd Forms mW aftmde sinal 11 Edge of Oft qqrowh &W be a mik of 25' from adfimt lot Mm he wiled km"&y prkr to placement of concrete. 14. &*ft m4 if h pad cw9tion, may be smut and remrrved 6 Cmade M be ftraW mmffi, edged and then rcwb cut-) to accommodate coastrucke of new reWmtial &ve #hv d/of brow Nnbk kmrm*&y aft ffh,&Wqg, approach or wdwkg of "Ong qrroaa ei to >: Lq END CURVE TC TOP OF CURB 011 99 T 0- ok 0) '64 mo ti >: W LJ1 >0. mmbum himmob and as W.: 1A V, OF VERTICAL CURVE FC: FINISH CONCRETE >: UJ M FLOWLINE STATION - SEE TABLE UJ P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE; _J W Lq a- 0- C; C4 to n E.P. _J UJ CONSTRUCT TYPE *A* CATCH BASIN WITH .3.5! OPENING PER C) C1 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. F.O.C. >: C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 8 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. W Z SEWER - REFER TO SEWER & STORM DRAIN PLANS 41 OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED MATE EGSTING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. oAPPPR TRACT/PHASE. W FURNISH & INSTALL STREET1. T SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. EA! T-FLOW0 + W * N CD 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE `B* A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10PTH-02ALKYD. 1 FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ®PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Cli APF ROXIMATE EXISTING 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.36 TYPE "B" A.C. RELOCATE 06 00 C-4 in UJ Cn C 17 A zh EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PROTECT IN PLACE co to r- Uj ---------------------- GROUND AT EAST FLOWIJNE"� REMOVE to 00 (n + + C -d'? tis- + 5. ALL CATCH BASINS TO BE TYPE "A* WITH 3.5' OPENINGS C4 below. + + PRI)XIMAT.LEXt�G ......... I 25% 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. + Cal L S= 0.251 COORDINATE APPLICATION OF RELOCATION WITH PG&E. _J C before you dig. _S=-0. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' GROUND AT WEST FLOWLINE to PROP OSEI EAST FLOWLINE I PROP EAST EAST FLOWLINE a- Cn m (n (Q C33 m a_ 04 + S=O. 5% ............. . Cn Wv S=O.25,0 ....... S=-0.25% PROPOSED WEST FLOWLINE PROPOSED WEST FLOWIJNE cfl z :3 + W 44 10+50 11+00 12+00 13+00 14+00 15+00 10+50 11+00 12+00 13+00 14+00 364 362 360 358 356 354 352 350 348 346 344 15+00 15+50 16+00 364 362 360 358 356 354 352 350 348 346 344 17+00 Adjust RIW or obtain 40' c o easement to acommdate fit# depth of qWroodk IN ink - 20x max &0* mil 'Wolow, 60, Alin. R1-1 SECTION "A -A AKJTEs 1 A# mkmmsko and mads shall conform to a EW&W fi6t Mar mow She# consist of pr &nw $up of the applicable seckm of the **d&aftns entitled &mk maftnt cmWmd that caftfam to the rq0ements of the "State of Caft* Apoftent of T=*Watim Stm&rd Spec"Ims Standards Specift1kni" hereafter know as *$tm&&- Wficallosm, cement City approved e&tm 9. Sections of existing &* "roach &;V removed for rq#mmeaf &W be spot at the limits of amod as dkocled by the City C4 U') b9ber. The see9w ba4 rammed shag be a mkbm of 50'1h Shkamfidd ftk Wwk Overtmeat must accompany (/) V) a# mwk Oft the C* riot -of -may ftWment shad confim at dimsion acrd kcaft to the adjacent CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. 04 9r) J. 9A rode sW be cmskxled byre to grade and ELEVATION E.V.C. END VERTICAL CURVE am seclk" and cWfacted to 90X of ma*m dry 10 Sections being rqkxW may be Earned a est exktfng P"Neft dqWty a delambed by ASIA/ D-1557 to a- depth of if in good nand an and with the prior qpvW of the City 6- bd" tap of x*p*. E"Reer. offiam the m&&q pammt " be mmt a mamm 4. Cowdefor dim ffmach shimil caabm to the eN reo*mmts of the Stodard 4odkofts for nww TURN RIGHT te) IL W and gutter and body of woach &W be Poured Axwk SW contah no amm m*m pw <m< *"W & obt" ham the City £ngi END CURB RETURN PRC POINT OF REVERSE CURVATURE re) 5 rabor form " be arkeed m the side place def curb retwm next to the mcrete and &W not be less than 1.5* Oft after being mrfmd Forms mW aftmde sinal 11 Edge of Oft qqrowh &W be a mik of 25' from adfimt lot Mm he wiled km"&y prkr to placement of concrete. 14. &*ft m4 if h pad cw9tion, may be smut and remrrved 6 Cmade M be ftraW mmffi, edged and then rcwb cut-) to accommodate coastrucke of new reWmtial &ve #hv d/of brow Nnbk kmrm*&y aft ffh,&Wqg, approach or wdwkg of "Ong qrroaa a# aWmd xrkm &W receim a wibm qpkdkv7 >: Lq END CURVE TC TOP OF CURB concrete shag be kept moist unit the acing compmd XIM 13- 0- ok Z Eqmska Ph& &W be amsbVeted at both m* of ffmch Nae tined planlAta 20- &% '64 mo ti >: W LJ1 >0. mmbum himmob and as W.: 1A V, OF VERTICAL CURVE FC: FINISH CONCRETE >: UJ M FLOWLINE STATION - SEE TABLE UJ P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE; _J W PA PROPERTY LINE R/W RIGHT-OF-WAY SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. _J UJ CONSTRUCT TYPE *A* CATCH BASIN WITH .3.5! OPENING PER C) C1 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. F.O.C. FACE OF CURB C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 8 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. Ui SEWER - REFER TO SEWER & STORM DRAIN PLANS OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED MATE EGSTING FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. oAPPPR TRACT/PHASE. + FURNISH & INSTALL STREET1. T SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. EA! T-FLOW0 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE `B* A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10PTH-02ALKYD. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ®PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. E-04- 0: (3 APF ROXIMATE EXISTING 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.36 TYPE "B" A.C. RELOCATE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO UJ Cn FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 17 A zh EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PROTECT IN PLACE 13d in Uj ---------------------- GROUND AT EAST FLOWIJNE"� REMOVE (n BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9., SHEET 9. 5. ALL CATCH BASINS TO BE TYPE "A* WITH 3.5' OPENINGS below. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know what's ......... I 25% 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Cal L S= 0.251 COORDINATE APPLICATION OF RELOCATION WITH PG&E. before you dig. _S=-0. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. PROP OSEI EAST FLOWLINE PROP EAST EAST FLOWLINE 04 + Cn 10+50 11+00 12+00 13+00 14+00 364 362 360 358 356 354 352 350 348 346 344 15+00 15+50 16+00 364 362 360 358 356 354 352 350 348 346 344 17+00 Adjust RIW or obtain 40' 4. 0' min easement to acommdate fit# depth of qWroodk IN ink - 20x max &0* mil 60, Alin. R1-1 SECTION "A -A AKJTEs 1 A# mkmmsko and mads shall conform to a EW&W fi6t Mar mow She# consist of pr &nw $up of the applicable seckm of the **d&aftns entitled &mk maftnt cmWmd that caftfam to the rq0ements of the "State of Caft* Apoftent of T=*Watim Stm&rd Spec"Ims Standards Specift1kni" hereafter know as *$tm&&- Wficallosm, cement City approved e&tm 9. Sections of existing &* "roach &;V removed for rq#mmeaf &W be spot at the limits of amod as dkocled by the City 2. A awmt Skwf PmWt ftued by the City of b9ber. The see9w ba4 rammed shag be a mkbm of 50'1h Shkamfidd ftk Wwk Overtmeat must accompany length and mmis shal oFp wffi alsthy int or se m Am a# mwk Oft the C* riot -of -may ftWment shad confim at dimsion acrd kcaft to the adjacent CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. ads* kWommts wim o9wrbe "led by the My 00w. J. 9A rode sW be cmskxled byre to grade and ELEVATION E.V.C. END VERTICAL CURVE am seclk" and cWfacted to 90X of ma*m dry 10 Sections being rqkxW may be Earned a est exktfng P"Neft dqWty a delambed by ASIA/ D-1557 to a- depth of if in good nand an and with the prior qpvW of the City 6- bd" tap of x*p*. E"Reer. offiam the m&&q pammt " be mmt a mamm 4. Cowdefor dim ffmach shimil caabm to the of 10' tram the e* of concrete or as divded Plammot patch shalt confibim to the ropkements of Stodard Vetd ST- 11 reo*mmts of the Stodard 4odkofts for nww TURN RIGHT camle (nzk cmmt content 50 *Icu )d) IL W and gutter and body of woach &W be Poured Axwk SW contah no amm m*m pw s4mvid.9 not mWew".9 *"W & obt" ham the City £ngi END CURB RETURN PRC POINT OF REVERSE CURVATURE )2. No- ** approach mstmegm shat be permitted in street or 5 rabor form " be arkeed m the side place def curb retwm next to the mcrete and &W not be less than 1.5* Oft after being mrfmd Forms mW aftmde sinal 11 Edge of Oft qqrowh &W be a mik of 25' from adfimt lot Mm he wiled km"&y prkr to placement of concrete. 14. &*ft m4 if h pad cw9tion, may be smut and remrrved 6 Cmade M be ftraW mmffi, edged and then rcwb cut-) to accommodate coastrucke of new reWmtial &ve #hv d/of brow Nnbk kmrm*&y aft ffh,&Wqg, approach or wdwkg of "Ong qrroaa a# aWmd xrkm &W receim a wibm qpkdkv7 of 06 p4mied ao*g coavound confimmkg to the Staidwd xnbm of the END CURVE TC TOP OF CURB concrete shag be kept moist unit the acing compmd STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS is qPW ok Z Eqmska Ph& &W be amsbVeted at both m* of ffmch Nae tined planlAta 20- &% '64 mo ti &W be phcrd of center of Wroach and at 100 *ecled by the City Engineer POINT OF INTERSECTION TP TOP OF PAVEMENT mmbum himmob and as W.: 1A V, to 45't)p. % wk� m LEGEND: LEGEND ,(CONT.: LEGEND ,CONT.,): CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *R1-1* -STOP * SEC11ON LETTER CONSTRUCT. TYPE "B" CURB & GUTTER PER C.O.B. SM ST -1 FL FL FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE *R6-1* - ONE WAY W14-2* NO OUTLET. SECTION DESIGNATION C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *R26(CA)" - NO PARKING ANYTIME*W31(CA - END 2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. ELEV ELEVATION E.V.C. END VERTICAL CURVE *R3-7" - RIGHT LANE MUST - BIKE LANE SHEET YMEM B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION TURN RIGHT SECTION IS SHOWN O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *W3-1 STOP AHEAD CURVE NUMBER FOR CURVE DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE EC END CURVE TC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC: FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM M FLOWLINE STATION - SEE TABLE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. P.O.C. POINT ON CURVE FC FINISHED CONCRETE DRAIN PLANS NOTE; PA PROPERTY LINE R/W RIGHT-OF-WAY SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT E.P. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE *A* CATCH BASIN WITH .3.5! OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. F.O.C. FACE OF CURB C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE III BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT @ EXISTING SURVEY MONUMENT SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. + FURNISH & INSTALL STREET1. T SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE `B* A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 10PTH-02ALKYD. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ®PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. STANDARD OR APPROVED EQUAL CENTERLINE 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.36 TYPE "B" A.C. RELOCATE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO E�o FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. 17 A zh EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PROTECT IN PLACE EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B* A.C. OVER 1.05! AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9., SHEET 9. 5. ALL CATCH BASINS TO BE TYPE "A* WITH 3.5' OPENINGS below. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. Know what's 6. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Cal I COORDINATE APPLICATION OF RELOCATION WITH PG&E. before you dig. 7. 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0' UNDER AND EACH SIDE OF CROSS GUTTER. O ,o WALKERS GLEN LANE SEE SHEET 5 366 364 362 360 358 356 354 352 350 348 STA. 10+00.05 C.L. TO 15+60.00 C.L. SCALE: 1" = 50' HORIZONTAL 1 5' VERTICAL AVER DRIVE SEE SHEET 346 10+25 11+00 12+00 13+00 14+00 364 362 360 358 356 354 352 350 348 366 364 362 360 35-8- 356 354 352 350 348 346 15+00 15+50 O LEGEND (CON 1* 00 %_ NOTES: R/W 1 Of Clo L + + Cl SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tn C4 tn - ONE WAY ' w 8* DRAIN 0�__ 1,01 K) cq K) (n co c� 4 C> AIN 4 18' DR LO -C:) *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 04 (D cn cn F -U-) - A D + _13+00. to (n cn 00 0) z I c) C2 4 C2 70 "b _b S_ SEWS C2 INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. c� 4 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE L *W3-1" - STOP AHEADCURVE LAI CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. .4; BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0- 0. cc w ca > Uj (n RADIUS Go (w7l DELTA inn < %0 cz -1 L LL: jWC2 -7R; Go ITEM OF WORK - SEE SCHEDULE OD 00- >; 14 L CA 3 ad co IV 0-: w _j Ncn II co 8 a a OD cq 47.33' 1-Z 00 w X? w N > m >_ cn I 0 E! 00 1 LO %_ 0) 0 ftf w 31.42' 00 - C) Cl Cl Cl z & cn a < w q cs tu) ml C3 c; Tw Ld w DIAMOND SPRINGS DRIVE 'ju: 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. c 3" *:I WALKERS GLEN LANE SEE SHEET 7 _j_j J 1 _j OLZ SEE SHEET 6 00 LAI cn t, (0 SEE SHEET 5 m0 a c*j .4- to 00 cmn r- U_ J ei 0i 04 04 + lie WEST F OR clq z SEWER - REFER TO SEWER & STORM DRAIN PLANS m PER WALL ALL Ili 4 co co tg wi a CL 04 04 EXISTING EXISTING SURVEY MONUMENT + + Y) CONSTRUCTION PLANS + + + + LL: FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. w 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. W + AT EAST IIOWIJNE'\ + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. LL! V) to LS=--0.74XS=0. 9 ;5 1 ac 02 ...... 6 a -.J %- < 15% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. u' 4z � ix CN %_ daoj cc W_ cn cn m V) co APPROXIMATE EX STING r R_OWUN-_j rA RELOCATE IC cjH S=0.28% :c + + PACIFIC PINES W OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO G D-9 FAST n W WEST FLOWLINE cm U 9 PROPOSED WES1' W-2-csl Li �<: i<: cn -14. C5 O ej cn < mlr- -3 UT ji J U: -a PHASE 3 & 4 AS SHOWN HEREON. 8 EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE cl: 1 + -If)- Id, M r-: + Ui SHEET 9. + S= 0.60% m .......... ........... C) S=0.25% 04 :)j APPROXIMATE ExisnNG WUNE - w m >: 4� GR C UND A FLOW UNE q _j 14-1.4 Uj Uj w 0 Uj U cn 0 w m cn z 1- 1 S=0.215% ........ S=0.35% ......... cn < TOM PROPOSED WEST' FLOWUNI m PROPU%mow "l -S I W"UN uj z =1f+ QL 346 10+25 11+00 12+00 13+00 14+00 364 362 360 358 356 354 352 350 348 366 364 362 360 35-8- 356 354 352 350 348 346 15+00 15+50 346 10+25 11+00 12+00 13+00 14+00 364 362 360 3-5-8 356 IrNA %~_T 352 350 348 346 15+00 15+50 wz w QQ 4 -- d (3 Cl 0 M tao + + r- LO V_ V_ cn cn JOL THUNDER TRAIL DRIVE s s t 'nup 32 GO cn (n 8 i(n 0 0 I m N89*09710rw 90.00, N8W31'00W 74.95' 33 I PHASE 3 - Tr.� _Veo PHASE 4 6' BLOCK WALL PER WALL 0 3 CONSTRUCTION PLANS O c1f) II II II w z _jJ 11 w 3; ac>:BERKSHIRE ROAD a o DIAMOND SPRINGS DRIVE clq o WALKERS GLEN LANE Z Ne SEE SHEET 7 04 SEE SHEET 6 Cl SEE SHEET 5 w -c J m a- C14 _j _j cs z PHASE 4 C14 a. J c3u: 5$ U) J -4 cs) 35' ou: 209 OD 00 w Z 8 op 10- + 461 14- 30'_ 3 Z 00 CD C4 C4 0 (0 Q q* U: + + N r_5 1-3 1 51 0 r, c, + + C-4 04 - I T_ + + 3 < 3 + + 20' 20' d C41 z C.5 d z + p V_ Li 3 30' 1 0 0 * Z C6 (n cn cncn LO 00 5 < R/W 1 00 w UM 0 cn cn bf 0 m 4:1 10 co (0 L6 (0 9 w IV, w w 00 00 zo Sc> .n 1.0 C> a z z Cl 0 z N89*31'45IIW 76.53' N89*09'10"W 90.00 TEMP SUMP DETAIL- CHARTLEY LANE �, �O SCALE 1 20' *7 VAIRES 74.9' TO 76.5' ;t7 I - TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.20 AC -FT AREA = 3.40 AC., C=0.40 VOL REQ'D= 0.15x(3.4OxO.40)= 0.20 AC -FT *1 BOTTOM ELEV. 352.5W 1.59 VOLUME PROVIDED: 0.20 AC -FT I r __-� SE B SECTION-CHARTLEY LANE �10 TEMPORARY SUMP SCALE: N.T.S. AREA(MID)= 0.13 AC. VOLUME PROVIDED= jx(0.11+0.54+0.16)x1.5 = jx(0.81)x1.5= 0.20 AC -FT 1.5' DEEP NO FENCE REQUIRED 4 O LEGEND (CON to 00 %_ NOTES: R/W 1 Of Clo L + + Cl SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tn C4 tn - ONE WAY ' z 8* DRAIN 0�__ 1,01 K) cq K) (n co c� 4 C> AIN 4 18' DR LO -C:) *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 04 (D cn cn F -U-) - A D + _13+00. to 4+00 -D 00 0) z I c) C2 4 C2 70 "b _b S_ SEWS C2 INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. c� 4 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE L *W3-1" - STOP AHEADCURVE LAI CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. .4; BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 0- 0. cc w ca > Uj (n RADIUS Go (w7l DELTA inn < %0 cz -1 L LL: jWC2 -7R; Go ITEM OF WORK - SEE SCHEDULE OD 00- >; 14 L CA 3 cn cn w _j Ncn II co 8 a a OD cq 47.33' 1-Z 00 w X? w N > m >_ cn I 0 E! 00 1 LO %_ 0) 0 ftf w 31.42' 00 - C) Cl Cl Cl z & cn a < w q cs tu) ml C3 c; Tw Ld w CK DIAMOND SPRINGS DRIVE 'ju: 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. c 3" *:I WALKERS GLEN LANE SEE SHEET 7 _j_j J 1 _j OLZ SEE SHEET 6 00 LAI cn t, (0 SEE SHEET 5 m0 6' BLOCK WW c*j .4- to 00 cmn r- U_ J ei 0i 04 04 + SROUND AT WEST F OR clq z SEWER - REFER TO SEWER & STORM DRAIN PLANS m PER WALL ALL Ili 4 co co tg wi a CL 04 04 EXISTING EXISTING SURVEY MONUMENT + + Y) CONSTRUCTION PLANS + + + + LL: FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. W + AT EAST IIOWIJNE'\ + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. LL! V) to LS=--0.74XS=0. 9 ;5 1 ac 02 ...... 6 a -.J %- < 15% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 06 U) v) 4z � ix CN %_ daoj cc W_ cn cn m V) co APPROXIMATE EX STING r R_OWUN-_j �9 RELOCATE IC cjH S=0.28% :c + + PACIFIC PINES WAY OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO G D-9 FAST n PROPOSED WEST FLOWLINE cm U 9 PROPOSED WES1' W-2-csl Li �<: i<: cn -14. 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. PHASE 3 & 4 AS SHOWN HEREON. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. S=O.3R% SHEET 9. 5. ALL CATCH BASINS TO BE TYPE "e WITH 3.5' OPENINGS S= 0.60% .......... ........... S=0.25% WUNE F ROPOSED EAST FL O w 0 z 1- cn < m 346 10+25 11+00 12+00 13+00 14+00 364 362 360 3-5-8 356 IrNA %~_T 352 350 348 346 15+00 15+50 wz w QQ 4 -- d (3 Cl 0 M tao + + r- LO V_ V_ cn cn JOL THUNDER TRAIL DRIVE s s t 'nup 32 GO cn (n 8 i(n 0 0 I m N89*09710rw 90.00, N8W31'00W 74.95' 33 I PHASE 3 - Tr.� _Veo PHASE 4 6' BLOCK WALL PER WALL 0 3 CONSTRUCTION PLANS O c1f) II II II w z _jJ 11 w 3; ac>:BERKSHIRE ROAD a o DIAMOND SPRINGS DRIVE clq o WALKERS GLEN LANE Z Ne SEE SHEET 7 04 SEE SHEET 6 Cl SEE SHEET 5 w -c J m a- C14 _j _j cs z PHASE 4 C14 a. J c3u: 5$ U) J -4 cs) 35' ou: 209 OD 00 w Z 8 op 10- + 461 14- 30'_ 3 Z 00 CD C4 C4 0 (0 Q q* U: + + N r_5 1-3 1 51 0 r, c, + + C-4 04 - I T_ + + 3 < 3 + + 20' 20' d C41 z C.5 d z + p V_ Li 3 30' 1 0 0 * Z C6 (n cn cncn LO 00 5 < R/W 1 00 w UM 0 cn cn bf 0 m 4:1 10 co (0 L6 (0 9 w IV, w w 00 00 zo Sc> .n 1.0 C> a z z Cl 0 z N89*31'45IIW 76.53' N89*09'10"W 90.00 TEMP SUMP DETAIL- CHARTLEY LANE �, �O SCALE 1 20' *7 VAIRES 74.9' TO 76.5' ;t7 I - TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.20 AC -FT AREA = 3.40 AC., C=0.40 VOL REQ'D= 0.15x(3.4OxO.40)= 0.20 AC -FT *1 BOTTOM ELEV. 352.5W 1.59 VOLUME PROVIDED: 0.20 AC -FT I r __-� SE B SECTION-CHARTLEY LANE �10 TEMPORARY SUMP SCALE: N.T.S. AREA(MID)= 0.13 AC. VOLUME PROVIDED= jx(0.11+0.54+0.16)x1.5 = jx(0.81)x1.5= 0.20 AC -FT 1.5' DEEP NO FENCE REQUIRED 4 LEGEND: LEGEND (CON LEGEND (CONT.): 00 %_ NOTES: R/W 1 0 ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE + + Cl SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tn C4 tn - ONE WAY ' z 8* DRAIN 0�__ 1,01 K) cq K) C2 11 c� 4 C> AIN 4 18' DR LO -C:) *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 4 C2 (D cn cn F -U-) - A D + _13+00. to 4+00 -D 00 0) z I c) C2 4 C2 70 "b _b S_ SEWS C2 INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. c� 4 E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE L *W3-1" - STOP AHEADCURVE LAI CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. + U') .4; BEGIN CURVE PCC POINT OF COMPOUND CURVATURE cc w 4 4 Uj (n RADIUS Go (w7l DELTA inn < %0 cz -1 L LL: jWC2 -7R; Go ITEM OF WORK - SEE SCHEDULE OD 00- 4' cc CA 3 PIVC in: 24 35' 1 II co 8 a a OD cq 47.33' 1-Z 00 w X? 47 I N STORM DRAIN MANHOLE - REFER TO SEWER & STORM >_ cn I 0 E! 00 1 LO %_ 0) Cl ci, I 31.42' 00 90000,00" C) Cl Cl Cl z & cn a < w q cs tu) ml C3 IE KSHIRE ROAD •cs cq w CK DIAMOND SPRINGS DRIVE 'ju: 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. c 3" *:I WALKERS GLEN LANE SEE SHEET 7 _j_j J 1 _j OLZ SEE SHEET 6 00 LAI cn t, (0 SEE SHEET 5 m0 6' BLOCK WW c*j .4- to 00 (%co M! ei 0i 04 04 + SROUND AT WEST F OR clq s SEWER - REFER TO SEWER & STORM DRAIN PLANS m PER WALL ALL Ili 4 co co tg wi a CL 04 04 EXISTING EXISTING SURVEY MONUMENT + + Y) CONSTRUCTION PLANS + + + + d cj FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. GROUND AT EAST IIOWIJNE'\ + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. LL! V) to LS=--0.74XS=0. 9 ;5 1 ac .. ...... < 0; 15% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 06 U) v) PR OSED-EMT FLOWLI NF F W_ cn cn m V) co rd a 00 PROP m EAS r R_OWUN-_j �9 RELOCATE S=0.28% + + PACIFIC PINES WAY OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO DEVELOPER OF PHASE 3 SHALL CONSTRUCT Z ,:Jcn PROPOSED WEST FLOWLINE EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 PROPOSED WES1' FLOWLINE �<: i<: cn -14. 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 364 362 360 358 356 354 352 350 348 346 34 STA. 10+00.00 C.L. TO 14+63.84 C.L. SCALE: 1" = 50' HORIZONTAL 1 5" VERTICAL 10+50 11+00 364 362 360 358 356 354 352 350 348 346 12+00 *362 60 358 356 - :n 352 19m*1 346 344 14+0014+25 LEGEND: LEGEND (CON LEGEND (CONT.): CONSTRUCTION NOTES: FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l* -STOP"W14-2"0 *R6-1 * - NO OUTLET SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 tn C4 tn - ONE WAY ' SECTION DESIGNATION LO C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 2 (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. U4 ELEVATION E.V.C. END VERTICAL CURVE - RIGHT LANE MUST w _jal B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION w SECTION IS SHOWN INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. Uj E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE L *W3-1" - STOP AHEADCURVE LAI CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. .4; BEGIN CURVE PCC POINT OF COMPOUND CURVATURE w CURVE RADIUS cd 17 TANGENT DELTA 0 END CURVE TC TOP OF CURB D Go ITEM OF WORK - SEE SCHEDULE 00- 4' cc PIVC 1 co 8 cl 30.06 47.33' z + w X? OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM can. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. C2 20.00'1 31.42' 20.00 90000,00" w q cr- DRAIN PLANS w q tac ml C3 d EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE W CATCH BASIN WITH 3.5" OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. 02 La! En APPKUXIMAIL I XISTIN cn 'Li LAI cn C.B. CATCH BASIN m0 � ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M! SROUND AT WEST F _OWLJNE s SEWER - REFER TO SEWER & STORM DRAIN PLANS m AT THE SAME TIME. REMOVE AND SALVAGE SIGN V41TH CONSTRUCTION OF ADJACENT APPROXIMATE EXISTING EXISTING SURVEY MONUMENT Uj Y) TRACT/PHASE. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. GROUND AT EAST IIOWIJNE'\ + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY LS=--0.74XS=0. 9 ......... .. ...... FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 15% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PTH-02ALKYD. PR OSED-EMT FLOWLI NF F S-0.7,3% PROP m EAS r R_OWUN-_j �9 RELOCATE S=0.28% CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO DEVELOPER OF PHASE 3 SHALL CONSTRUCT PROPOSED WEST FLOWLINE EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 PROPOSED WES1' FLOWLINE THE TEMPORARY SUMP AT THE BOUNDARY -14. 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. PHASE 3 & 4 AS SHOWN HEREON. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SHEET 9. 5. ALL CATCH BASINS TO BE TYPE "e WITH 3.5' OPENINGS 10+50 11+00 364 362 360 358 356 354 352 350 348 346 12+00 *362 60 358 356 - :n 352 19m*1 346 344 14+0014+25 10+50 11+00 12+00 13+00 -4 362 Aj 360 e) 358 n 356 348 346 14+0014+21"61 LEGEND: LEGEND (CON LEGEND (CONT.): CONSTRUCTION NOTES: FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l* -STOP"W14-2"0 *R6-1 * - NO OUTLET SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 C4 - ONE WAY ' SECTION DESIGNATION LO C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 2 (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. U4 ELEVATION E.V.C. END VERTICAL CURVE - RIGHT LANE MUST w _jal B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION TURN RIGHT SECTION IS SHOWN INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. Uj E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE L *W3-1" - STOP AHEADCURVE LAI CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CURVE RADIUS cd 17 TANGENT DELTA 0 END CURVE TC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. cc PIVC 1 cl 30.06 47.33' 30.20' + OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM can. CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. C2 20.00'1 31.42' 20.00 90000,00" w q cr- DRAIN PLANS w q tac ml C3 I- P. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE W CATCH BASIN WITH 3.5" OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. 02 La! En FACE OF CURB C/G CURB AND GUTTER m cn Q Uj in C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. M! FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN V41TH CONSTRUCTION OF ADJACENT APPROXIMATE EXISTING EXISTING SURVEY MONUMENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. GROUND AT EAST IIOWIJNE'\ + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY LS=--0.74XS=0. 9 ......... .. ...... FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. 15% BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PTH-02ALKYD. PR OSED-EMT FLOWLI NF F STANDARD OR APPROVED EQUAL PROP m EAS r R_OWUN-_j �9 RELOCATE CONSTRUCTED SIMULTANEOUSLY, THEN THE CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO DEVELOPER OF PHASE 3 SHALL CONSTRUCT FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 PROTECT IN PLACE THE TEMPORARY SUMP AT THE BOUNDARY 10+50 11+00 12+00 13+00 -4 362 Aj 360 e) 358 n 356 348 346 14+0014+21"61 LEGEND: LEGEND (CON LEGEND (CONT.): CONSTRUCTION NOTES: FL ABBREVIATIONS FLOWLINE P.O.V.C. POINT ON VERTICAL CURVE Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: *Rl-l* -STOP"W14-2"0 *R6-1 * - NO OUTLET SECION LETTER CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 - ONE WAY ' SECTION DESIGNATION C.L. CENTERLINE B.V.C. BEGIN VERTICAL CURVE *R26(CA)* - NO PARKING ANYTIME END IE :W31 CA�.* *R3-7* 1?81�CA) - BIKE LANE 2 (D CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. ELEV ELEVATION E.V.C. END VERTICAL CURVE - RIGHT LANE MUST SHEET WMERE B.C.R. BEGIN CURB RETURN P.I. POINT OF INTERSECTION TURN RIGHT SECTION IS SHOWN INSTALLSTREET SIGN PER C.O.B. STANDARD DETAIL T-1. CURVE TABLE E.C.R. END CURB RETURN PRC POINT OF REVERSE CURVATURE *W3-1" - STOP AHEADCURVE (D NUMBER FOR CURVE DESCRIPTION CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE CURVE RADIUS LENGTH TANGENT DELTA EC END CURVE TC TOP OF CURB D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ITEM OF WORK - SEE SCHEDULE CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT cl 30.06 47.33' 30.20' 90*2323* OF VERTICAL CURVE FC FINISH CONCRETE STORM DRAIN MANHOLE - REFER TO SEWER & STORM Fil FLOWlJNE STATION - SEE TABLE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -7. C2 20.00'1 31.42' 20.00 90000,00" P.O.C. PA POINT ON CURVE FC: FINISHED CONCRETE PROPERTY LINE R/W RIGHT-OF-WAY DRAIN PLANS NOTE-- SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 1 1 I- P. EDGE OF PAVEMENT A.P. ANGLE POINT CONSTRUCT TYPE W CATCH BASIN WITH 3.5" OPENING PER STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. DET. ON SHEET 7. SCALE: 1" = 50' F.O.C. FACE OF CURB C/G CURB AND GUTTER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 50' 25' Op 50' 100s. C.B. CATCH BASIN ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: AT THE SAME TIME. REMOVE AND SALVAGE SIGN V41TH CONSTRUCTION OF ADJACENT @ EXISTING SURVEY MONUMENT SEWER MANHOLE REFER SEWER & STORM DRAIN PLANS. TRACT/PHASE. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. SEWER CLEANOUT REFER TO SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND STORM DRAIN DETAILS. CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. TRACT BOUNDARY 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.60' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 9 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION --CZ>- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. PHASE BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. PTH-02ALKYD. IF PHASES 3 & 4 ARE NOT TO BE STANDARD OR APPROVED EQUAL 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. �9 RELOCATE CONSTRUCTED SIMULTANEOUSLY, THEN THE CENTERLINE OVER 0.75' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO DEVELOPER OF PHASE 3 SHALL CONSTRUCT FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST EDGE OF PAVEMENT BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 9 PROTECT IN PLACE THE TEMPORARY SUMP AT THE BOUNDARY -14. 4. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. PHASE 3 & 4 AS SHOWN HEREON. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS ---------------------- SAW CUT OVER 1.05' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO 9 REMOVE CONSTRUCT DRIVEWAY PER C.O.B. STD. DETAIL ON BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. SHEET 9. 5. ALL CATCH BASINS TO BE TYPE "e WITH 3.5' OPENINGS F--mtn IN 1 BERKSHIRE ROAD APPROXIMATE EXISTING ETW e_�eee�na� e 9+00 DETAIL r: o SUNCHASE DRIVE BANGOR PLACE Q04 m-� _j C14 NV 0LLJ 17+00' �— — — — — - e vZoo a 00 Qw� c�i¢ F--mtn IN 1 BERKSHIRE ROAD APPROXIMATE EXISTING ETW e_�eee�na� e 9+00 DETAIL "---DETAIL 39 13 DETAIL 39 PACIFIC PINES WAY 1 1 1 1 e 49 U 1 41 i �' o i 1 1 ± � 42 1 43 1 44 1 45 i 46 i 47 i 48 11 r V C3 to O 48 Encn WALKERS GLEN LANE TULIA LANE F-jv 12 M r 13 "' DETAIL 9 --_ 13 _04 13 00. 23+00 24+00-- 25+00 26+00 27+00 -- 28+00 29-� e e .�■® e�e .ramie a ®� e e .er®e a e� a emr�e � e mppv� a e.�e a o e .ter a e e� e.®®es a e�a� - e e e esi� - e �� ems e e e. er �- e 12 1 12 i � G G F Z J' ASHE ROAD STRIPING PLAN I (STA. 22+00.00 TO 29+00.00) d SCALE: 1" = 50' HORIZONTAL 1 1 ♦ 1 1 1 1 � 1 � � -d- ��tZ�►i�*701 Illoz /�+ AV aaa��ame v 16+00 DETAIL BERKSHIRE ROAD STRIPI, (STA. 10+00.00 TO 21+37.22) SCALE: 1" = 50' HORIZONTAL THUNDER TRAIL DRIVE SCALE: 1" = 50' HORIZONTAL 18+00 19+00 SHAVER DRIVE J O cj M Q I + N t¢ - N I I 2 ASHE ROAD .Z11 r t Q , o ± U �1 Nn o \ NEW PG&E GAS MAIN w ± \ FOR REG. STA. O N t m "GAS PG&E INTERSECTION STA. 21+37.22 C.L. BERKSHIRE ROAD = STA. 10+00.00 C.L. ASHE ROAD 22+00 .t t t to 1-+ 1F_ LL_ J O w A m D Llj w V) v I Go C:) O N + N V) A � to SUNCHASE DRIVE BANGOR PLACE 17+00' �— — — — — - e 18+00' u19+00' e,..,�... _ ear e e � er —. e aear.. _ 21+00' 22 54 30 I e ea e—i� _ 27 1 4 w _j J m' OJ I O a J I Iq a I a m I E - _ �J in J Qf n M ^ � -i •= C1 IN 56 CJ th _j,� C? H M 00 r- ¢N �� 55 (%� m� o J J o �N WN o� 29 o� 28 _ 5 01 Q<_+ O ZN / a+ N j I ON wcn �'-iE_ ON OM}. -i O _1_� O4 I mtn an O4 I V G � C", 04 W� \ wti �N r I "---DETAIL 39 13 DETAIL 39 PACIFIC PINES WAY 1 1 1 1 e 49 U 1 41 i �' o i 1 1 ± � 42 1 43 1 44 1 45 i 46 i 47 i 48 11 r V C3 to O 48 Encn WALKERS GLEN LANE TULIA LANE F-jv 12 M r 13 "' DETAIL 9 --_ 13 _04 13 00. 23+00 24+00-- 25+00 26+00 27+00 -- 28+00 29-� e e .�■® e�e .ramie a ®� e e .er®e a e� a emr�e � e mppv� a e.�e a o e .ter a e e� e.®®es a e�a� - e e e esi� - e �� ems e e e. er �- e 12 1 12 i � G G F Z J' ASHE ROAD STRIPING PLAN I (STA. 22+00.00 TO 29+00.00) d SCALE: 1" = 50' HORIZONTAL 1 1 ♦ 1 1 1 1 � 1 � � -d- ��tZ�►i�*701 Illoz /�+ AV aaa��ame v 16+00 DETAIL BERKSHIRE ROAD STRIPI, (STA. 10+00.00 TO 21+37.22) SCALE: 1" = 50' HORIZONTAL THUNDER TRAIL DRIVE SCALE: 1" = 50' HORIZONTAL 18+00 19+00 SHAVER DRIVE J O cj M Q I + N t¢ - N I I 2 ASHE ROAD .Z11 r t Q , o ± U �1 Nn o \ NEW PG&E GAS MAIN w ± \ FOR REG. STA. O N t m "GAS PG&E INTERSECTION STA. 21+37.22 C.L. BERKSHIRE ROAD = STA. 10+00.00 C.L. ASHE ROAD 22+00 .t t t to 1-+ 1F_ LL_ J O w A m D Llj w V) v I Go C:) O N + N V) A � to NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS Know what s be' OW. STANDARD SPECIFICATION 8010-21C-19 Cal I before you dig. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) MALL BE STRIPING TAPE (SSP) CAWAISSTO800-c9MES THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 121-1, UNLESS MARKING IN1 1_ A R A I Ph I k d 17+00' �— — — — — - e 18+00' u19+00' e,..,�... _ ear e e � er —. e aear.. _ 21+00' 22 e ea e—i� _ — — i G G � N N pp Q \ N ta- O0 -t W N in Z Q� W� a�� to ~� a N to X� .et ~� f" WT O 00 I QVWN > U) X N -� J ''' (3 VLd _ � WCA o fJ- J G ItL I - 0 F= Lb W I p 0 0`�'• � Q� WN gtn tn OV ..j O� I (L pp © ci NN Q � Q 0 ww+ zco+ 4 G PLANm Zac+t+n �+ 'WH +z J W v- mtn i ONn=N = ZFa- W ( !n mt Q0 6 N 21 W 1-i to 1 GE - -- -- RIGHT OF WAY CONSTRUCTION NOTES: TRACT BOUNDARY 0 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 - - - CENTERLINE ® CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD DET. ON SHEET 7. PHASE UNE '/' EXISTING EDGE OF PAVEMENT ® INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ./r ./ EDGE OF PAVEMENT ® CONSTRUCT HANDICAP RAMP PER CALTRANS STANDARD PLAN R.S.P. A88A, CURRENT EDITION. MEDIAN O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. Z 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -7. 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 0 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. DET. ON SHEET 7. � 3g F FUTURE CAL --TRANS MARKER ORSTRIPING DETAIL NUMBER ® INSTALL TYPE Ill BARRICADE PER CALTRANS STANDARD PLAN A73C WITH W-31(CA) SIGN AND 0 Z STREET LIGHT PER C.O.B. STD. ST -14 OM4-3 MARKER AT TRACT/PHASE BOUNDARY IF ADJACENT TRACT/PHASE IS NOT CONSTRUCTED -+- STREET SIGN PER C.O.B. STD. T-1 AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT TRACT/PHASE. Q� STREET SIGN PER C.O.B. STD. T-1 FURNISH & INSTALL TRAFFIC, SIGNS PER C.O.B. STD. T-19: a CONSTRUCT SINGLE FAMILY RESIDENTIAL DRIVE APPROACH PER C.O.B. STD. DET. ON SHEET 9. �. R1-1 Z " " " R1-1 - STOP W14-2 - NO OUTLET 10 PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION O ch "K--1" - ONE WAY "W31(CA)" - END PTH-02ALKYD. �G :R26(CA)* - NO PARKING :R81(CA)* - BIKE LANE RELOCATE m -7 - RIGHT LANE MUST W74(CA) - THRU TRAFFIC 11 TURN RIGHT • MERGE LEFT W3-1 - STOP AHEAD f 2 PROTECT IN PLACE CC— •� BIKE LANE MARKINGS PER CAL -TRANS STANDARDS %6,i i, to 13 REMOVE 614CAL-TRANS TYPE IV ARROW N G P A RK Z N C� LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE 1 (10) ARROW d 7 CAL -TRANS TYPE VI ARROW v h CAL -TRANS TYPE Vit ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE 11 ARROW LEFT OR RIGHT AS APPLICABLE a STOP "STOP" MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS a Fi111JRE CAL -TRANS STRIPING AND MARKINGS, TYPICAL 111 NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS Know what s be' OW. STANDARD SPECIFICATION 8010-21C-19 Cal I before you dig. ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) MALL BE STRIPING TAPE (SSP) CAWAISSTO800-c9MES THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 121-1, UNLESS MARKING IN1 1_ A R A I Ph I k d