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HomeMy WebLinkAbout1.1-6663 Ph 1 & 25 I ANUAKU NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NA77ONAL POLLUTANT DISCHARGE ELIMINA77ON SYSTEM (NPOES), A "NO77CE OF INTENT" (NOI) TO COMPLY WI7H 7HE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WI7H CONS7RUC7TON AC7714TY (SWRCB ORDER NO. 2009-009-DWO AS AMENDED BY ORDER 2010-0014-DWO AND ORDER 2012-0006-DWO) MUST BE FILED WITH STATE WATER RESOURCES CON7ROL BOARD IN SACRAMENTO BEFORE 774E BEGINNING OF ANY CONSTRUC710N AC71WTY. COMPLIANCE WITH THE GENERAL PERMIT REOUIRES THAT A STORM WA7ER POLLU7701V PLAN (SWPPP) BE PREPARED, CON77N000SLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPEC77ON DURING NORMAL CONSTTUC770N HOURS WASTE DISCHARGE IDENTIf7CA770N (WDID) NUMBER 5F15C373935 HAS BEEN ISSUED BY THE STATE WATER RESOURCES CONTROL BOARD FOR THIS PROJECT. 3. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. 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 -18, ST -19, D-14, D-16, T-1 10. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.95' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) 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 OO EXISTING 12. i 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 LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 16. WITH THE EXCEPTION OF THOES ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE ETENSION 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 2002 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, 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 95X OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 6' WING W/2 CENTERUNE STORM DRAIN UP CURB AND GUTTER -7V/ /-,ANDWGUUTTERUNE B N I / �,/ B.C.R. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS VESTING TENTATIVE TRACT NO. 6663 PHASES 1 & 2 VI\.r11V1 1 T MHT" NO SCALE L---\ 1 24 \� 23 ' 25 2 [-�, N 26 U by 5�j 1 2 1 � -0 !1 3- I 1 4 I fi 5 t) LL F---� 6- 6 EXIS-nNG COMMERCIAL SITE ITEM UNIT TOTAL A.C. PAVING TONS 3554 CL. II AGG. BASE CUYD 6528 6" CURB AND GUTTER LF 7756 HANDICAP RAMPS EA. 16 DRIVEWAYS SOFT 11301 SIDEWALK SOFT 36110 STANDARD STREET NAME SIGNS EA. 14 STOP SIGNS EA. 1 5800 LUMEN STREET LIGHTS EA. 14 MONUMENT ENCASEMENTS EA. 10 MEDIAN CURB LF. 1090 SAWCUT LF. 806 LOCAL STREET FRONTAGE 6.310 LF ARTERIAL STREET FRONTAGE 751 LF R/W SIDEWALK SIDEWALK I CURB & 1/2" �----CENTERUNE STORM DRAIN W 6' LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. KEY MAP (D- SHEET NUMBER SCALE: 1" = 200' 11 DRIVEWAY , I� law IOW IWz LL _, *SIDEWALK T 5' - DRIVEWAY 18' 2' PEDESTRIAN EASEMENT PROVIDED AT R/W KNUCKLES AND CUL-DE-SACS AS NEEDED. -- -- z m NUCKLE AND CUL-DE-SAC R/W M � ' (TYP.) ' SIDEWALK :WAY APPROACH C.O.B. STD. ST -6 & GUTTER NOTES *5' MIN. R/W 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. RIVEWAY 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. 2.OX MAX. 3. CONCRETE SHALL BE CLASS 3. I.10 SIDEWALK 4. NO COLORING SHALL BE ADDED. APRON I 1 I * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. SIDEWALK MAY BE REDUCED TO 4'-0" WIDE 6" O.G. COMPACTED TO BETWEEN APRON AND DRIVEWAY. 90% RELATIVE COMPACTION. ** IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS *** AT KNUCKLES AND CUL-DE-SACS N.T.S. NOTE: i. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AN DESIGN CRITERIA SHALL BE CORIy�TEp DURING/CUN�STRUCTION.,i1 APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 DATE EXP. 6-30-16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 o REVIEWED BY:..,,,��--' DATE REVIEWED BY: 7/2'9//.(, TRAFFIC ENGINEER BASIS OF _BEARINGS: THE BEARING OF N88'57'42"E, SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SEC. 28, T.30S., R.27E. M.D.M., RECORD OF SURVEY NO. 3415, R.S. BOOK 29, PAGE 100 IN THE OFFICE OF THE KERN COUNTY SURVEYOR, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. INDEX OF SHEETS SHEET TI TLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. TULIA LANE 4. BANGOR PLACE 5. SUNCHASE DRIVE 6. SHANAGOLDEN STREET & NAVAN PLACE 7. ASHE ROAD & CROOM LANE 8. STRIPING PLAN rn 0 M M H rn 0 z coo 0 O 't z U- Q J wv00 2 0 U c0 cD v N M w Y Q m M 0 to O \ f- co M 4c d o o � m LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE N^ ELEV ELEVATION EVC END VERTICAL CURVE w *" BCR , BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE J 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 Z P.O.C. POINT ON CURVE FC FINISHED CONCRETE �WOW PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT J F.O.C. FACE OF CURB C/G CURB AND GUTTER - P. P.A.F.L PARKING AREA FLOW UNE OO FURNISH & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. O 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. STD. ST -14. $- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 R1-1 -�- FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: Z "R1-1" - STOP "WI -7" - DOUBLE ARROW Z O "R6-1" - ONE WAY "W1-6" - SINGLE ARROW 3 "R5-1" - DO NOT ENTER "W1-1' - CURVE ARROW V 'R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD 'R3 -5R - RIGHT TURN ONLY "W3-1' - STOP AHEAD 'R4-7' - KEEP RIGHT "S5 -Y - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT W "W31(CA)' - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1' - SPEED LIMIT 20 W "Wi4-2' - NO OUTLET -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS CATCH BASIN - REFER TO SEWER & STORM DRAIN PLANS. S SEWER - REFER TO SEWER & STORM DRAIN PLANS ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. F -Sam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY � ■ m � m ■ � m ■ � TRACT BOUNDARY - - - CENTERUNE '/ PROPOSED EDGE OF PAVEMENT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS IR FURNISH & INSTALL IRRIGATION CONDUIT FURNISH & INSTALL INTERCONNECT CONDUIT Ic T83 TR5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3-NO. 3 1/2 SIZE 7R5=N0. 5 SIZE TR6=N0. 6 SIZE Q CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB Q ITEM OF WORK - SEE SCHEDULE 2' PEDESTRIAN EASEMENT PROVIDED AT R/W KNUCKLES AND CUL-DE-SACS AS NEEDED. -- -- z m NUCKLE AND CUL-DE-SAC R/W M � ' (TYP.) ' SIDEWALK :WAY APPROACH C.O.B. STD. ST -6 & GUTTER NOTES *5' MIN. R/W 1. ALL CONSTRUCTION AND MATERIALS SHALL BE IN CONFORMANCE WITH STANDARD SPECIFICATIONS. RIVEWAY 2. THICKNESS OF APRONS AND SIDEWALK BETWEEN APRON & DRIVEWAY SHALL BE 6" OF CONCRETE. 2.OX MAX. 3. CONCRETE SHALL BE CLASS 3. I.10 SIDEWALK 4. NO COLORING SHALL BE ADDED. APRON I 1 I * PROVIDE REQUIRED PEDESTRIAN EASEMENT IF OUTSIDE R/W. SIDEWALK MAY BE REDUCED TO 4'-0" WIDE 6" O.G. COMPACTED TO BETWEEN APRON AND DRIVEWAY. 90% RELATIVE COMPACTION. ** IF CURB AND GUTTER ARE POURED SEPARATE OF APRON THEN DOWELS ARE REQUIRED AT BACK OF CURB. 3" IN CURB AND 9" IN CENTER OF APRON. UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS *** AT KNUCKLES AND CUL-DE-SACS N.T.S. NOTE: i. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CIN CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2 ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AN DESIGN CRITERIA SHALL BE CORIy�TEp DURING/CUN�STRUCTION.,i1 APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 DATE EXP. 6-30-16 IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS ARE PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-16 o REVIEWED BY:..,,,��--' DATE REVIEWED BY: 7/2'9//.(, TRAFFIC ENGINEER BASIS OF _BEARINGS: THE BEARING OF N88'57'42"E, SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SEC. 28, T.30S., R.27E. M.D.M., RECORD OF SURVEY NO. 3415, R.S. BOOK 29, PAGE 100 IN THE OFFICE OF THE KERN COUNTY SURVEYOR, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF RELIANCE DRIVE AND FIREBAUGH STREET. ELEVATION = 356.735' (U.S.G.S. DATUM) PER TRACT NO. 5845 PHASES A -D, MON. ELEV. MAP LEGAL DESCRIPTION: THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. INDEX OF SHEETS SHEET TI TLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. TULIA LANE 4. BANGOR PLACE 5. SUNCHASE DRIVE 6. SHANAGOLDEN STREET & NAVAN PLACE 7. ASHE ROAD & CROOM LANE 8. STRIPING PLAN rn 0 M M H rn 0 z coo 0 O 't z U- Q J wv00 2 0 U c0 cD v N M w Y Q m M 0 to O \ f- co M 4c d o o � m Know what's below. 0111 before you dig. L116 L-3 pw I c) CITY RECORDS; NO: i N^ N w *" P 40 Know what's below. 0111 before you dig. L116 L-3 pw I c) CITY RECORDS; NO: i N w *" 40 J �a �D Z i- �WOW J 00 c - P. LU d c F- cr a W Z CD m Z O 3 m V O V W W cc cc ~ � o 0 n i w *" 40 STANDARD NOTES (CONT. ASPHALT CONCRETE PAVING NOTES. � TRENCHING NOTES: STORM DRAIN NOTES: 28. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADEDSECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE CONTRACT y o TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S-39 AND DETAILED PLANS. c4 DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE 29. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE". OF THE STANDARD z THE FIRE DEPARTMENT REQUIREMENTS. "AGGREGATE," 4" MAXIMUM, MEDIUM GRADING. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. SECTION 39-2.02, OF THE STANDARD SPECIFICATIONS FOR 3 W / THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. 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 UPGRADING AS PER CITY ENGINEER. ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE PLANS. SELEC11ON OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. - 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. LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS 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 N LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE LANDSCAPE AREAS "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD PIPE". OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. Z OVER 2% SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. > 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO 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 SECTION 65-1.068, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. o 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. DUST 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 LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LASSES INCURRED BY THE REJECTED. :E 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 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 PROVISIONS OF SAID PLAN. 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. O EQUIVALENT TEST RESULTS SHOULD NOT BE ODER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT M Mo co CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN SWPPP () TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, RESULTS SHALL BE NO ODER THAN ONE 1 YEAR. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS t- or- to ( ) SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FORDIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE Q 0 OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE D T a EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF 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 WITH THE PROVISIONS OF SAID PLAN. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE U 0_ 1* c DESIGN ALONG WITH THE THEORETICAL PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THEL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS WORK PROGRESSES. THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND O Z CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A Z � I 35. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE 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 � u o " REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE � OF SECTION 39-2.02, AGGREGATE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, w a -4- HOURS OF WH A M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. w V 00 HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A PROHIBITED ON THIS PROJECT. _ AS WHEN THE DESIGN WAS PREPARED THE DESIGN MAY BE UP TO THREE (3) YEARS OD. THE p MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO -� •- a OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WITH BELLED END PIPE, 3. TRENCH BACKFILL FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT w C° ACTIVELY IN PROGRESS, NOT LESS TFFAN 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 LINE, 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 o TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. Q NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS m o Is NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT ALL WORK SHALL CONFOM TO THETHE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM OPERATIONS. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE SPECIFICATIONS, DATED J PSECTIONSPLICABLE JULY, 1 92 ABEDDING CLASSS ALL E AS SPECIFIED IN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN UNE. STANDARD SPECIFICATIONS SHALL BE MET. 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 ACCORDANCE WITH CITY STANDARD S-39. EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE J WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30') FROM FINISHED GRADE. OWN EXPENSE, FURNISH, INSTALL, AND MAINTAIN CONSTRUCTION AREA SIGNS, BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH ®GES AND FACES. v 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 FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE9. 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. di 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. WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC 2. BORED /JACKED PIPE = N_ TRAFFIC THROUGH OR AROUND THE WORK. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS to M 54 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL W ASPHALT 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 v 36. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL E 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 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 1S/D POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DES 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 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 BE OBTAINED, AND ANY EXCESS LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS 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 BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBUC TRAFFIC. SAND OR OTHER DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DISPOSAL OF THE CONTRACTOR. 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. } CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, m 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM TRAFFIC STRIPES SHALL E 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 CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE 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 PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. ALLOW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL E FEATHERED OUT TO ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED THE PLANS. IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL E 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, SO UPON 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', L 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 THIS WILOR 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 ACCORDANCEo 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 N TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF > 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 INITIAL BACKFILL 'BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 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 INSTALL 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 OPERATIONS 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 RESULTING FROM THE USE OF THIS EQUIPMENT., HYDRA -HAMMER WILL NOT BE CONTRACTOR FROM HIS RESPONSIBILITIES 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 SPECIFICATIONS. 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 BACKFILL 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 OPT10N OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL 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 MARKINGS," OF THE STANDARD SPECIFICATIONS. USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR 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 BG 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 EINHLY OMPA / WATERTIGHT JOINT. SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE BEFORE SUCCEEDING LAYERS ARE PLACED. PLUMB. ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE � -8.000. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. 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. FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ONz REFLECTIVE TRAFFIC UNE TAPE APPLIED IN PIECES A. , SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL ADJUSTED OR AABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES STREETSTHE 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 N Q TEMPORARY DEUNEATION CONSISTS OF REZ NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. .d J O 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY COMPACTION. REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. B. REMOVAL AND REPLACEMENT, OR THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A '' TEMPORARY DELINA11ON 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. Z STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE WQ REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF 0 � O V PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL M. THE NEAREST IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO < ~ LL TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, 'TRAFFIC LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE WHEN APPROVED BY THE ENGINEER JETTING MAY BE USED IN NON -STREET AREAS. A MINIMUM OF ONE DAY. = V STRIPES do PAVEMENT MARKINGS." OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE a. jL V PROVISIONS. APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. 1= W THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02. "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. SHALL BE IN ACCORDANCE WITH SEC11ON 19, "EARTHWORK" AND SECTION 6-3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS N0110E WHEN SURVEYS ARE REQUIRED. O ' a TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. 'TESTING". OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA. DEPARTMENT OF a co CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS Z m Z MARKINGS". CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) NEXT LAYER IS PLACED. 3 m V PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS,' AND THESE CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCALSPECIAL PROVISIONS STREETS SHALL BE AB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) EACH LAYER OF BACALLCOMPACTION OF NOTKFILL THAN SE STHOROUGHLY COMPACTED TO THE ELATIVE HOWN ON CITY OF BAKERSFIELD STANDARD S-39 ~ �"" co PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK"........ WHICH ALLOWS UP TO 50% OF THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE W W THE STANDARD SPECIFICATIONS. VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) W I " CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. RELATIVE COMPACTION FOR THE TOP FINISHED 30% AND SHALL BE DETERMINED BY 0 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 ~ F' Zo 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON. THE GRADING PLANE SHALL CONFORM TO OF THE FOLLOWING D2922 OR D1556. (%� THE FOLLOWING: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND THE GRADE ESTABLISHED BY THE ENGINEER. LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. g 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 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD <' FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 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. W 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. 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N 1^ ao I N a+o I \ ` cn Nl _ c% N N f¢ 1- N Fa- H d < d .- U N Z 8 R/W ,r - - N to v~i cn 1;� cn 25 ` s (rrP.) o o N M 'to 1� _ _ _ - 1200 - _ -I - 13100 - 14+00 15+00 1 2 3 F 18" DRAIN �., g (TYP) 0 0 0 6 -�- -- s �' --f - I - --I - - - - - � - - 16+00 ggg� - 731.26' 1 +00 18+00 S88 -57'42"E 283.14' N M 19+00 j " 9 8 SEWER = m, - �- s I _ _ �- 18 DRAIN M I 1 2 8 'E"�'� 151:1 4 1 --u8 R 3 0 0 3 - - - - - - 2 NI . + I _l ..d J -.1 J J -1 -J _ t'I C1 9 ^Ij- fl - LL l+: 4. 1.6 1.L li R/W L� U: J � J _i J - _ _ _ -j J J 2 6 IOD � ^} M } M } M M a0 M - I - u - W 4 4. Li R L J i ` 1 o >< C15 3��( 3� c�i Qcorw Qrn ,`+�I a. 'M° a� a I� ►n i- }°°� }o M }�M ��,�F 3LL: -1 + + + 3 " � o ( hl ¢T ¢1 SIDEWALK Q o d II >O o �: �� _NI WN_NI N �I ++I + + 3++ �+ 3N MI 3� rr ¢�t° m1O N N� it �� M M I + + toll to + +WIN 001EASEMENT Z 1 J J °D J II `J` o ¢ ¢ ¢ ¢ a o ¢ a o cr o 'to _°° ¢ a o �`' Tao a I PER PARCEL MAP I 1 w cn V) col � l F- F- l F,. ( `_ l o Q d N o a d o d d o c + cS z ci �, 1 cn cn cn v> cn cn cn cn v~i l o i l dal o N I p z N o ad I I -3 J Q t o J J N fcn N l "on c 28 ' 29 i ' 8 to� Q"� `` I 30 31 1 32 33 IY�M34 35 36 37 �� 'Q Z z� ^^ I �� ~1 ++m+ hh z 2 3 I 00 OQ �/jL /( l l inn t O 00 1 tV� 1 I l l I Im�� I I IUM+ ++ 1 l madams nom. I I I l ++ I z I IYh l Ujonon vv~izo 1 1 � i I IQ.- I 1 I <c� a- � �^ zhh I P !A 1 1 'mc~i�c~i� 1 I I v►a-►Q- l lkdd v1� I i _1� 011111111111 mmm- 40=*- 00 0icncn I � �N 4icn� (�(�/ A Im+ i 20' 20' l I I I 1 I I i 207 20 8 1 8 n 30' 1 30' I 30' 30' I SHANAGOLDEN STREET NAVAN PLACE SEE SHEET 6 TULIA LANE SEE SHEET 6 R/W R/W I - 3Y I c+ Iry i Jnr . Re . at I I "- I I COMA" SIDEWALK PROPOSED Tm or CURB & GUTTER Z I Z o37 ii i •i i i , i,; I 0.20' A.C. PA OOMONA110M 0.96' AGM BASE SIDEWALK ON TOJ PROPOSED TYPE V 9RELATIVEDO� 5X TY CURB & GUITTER A LOCAL STREET SEC11ON 3 SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL TI = 4.5 R=8 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 P.A.F.L. PARKING AREA FLOW UNE Q 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. <'- 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. -o EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS Izzmm CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4 (UNLESS OTHERWISE NOTED) 368 366 364 362 360 358 356 354 c 352 350 368 366 364 362 � 358 356 354 352 350 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL • • • 9: ASHE ROAD SEE SHEET 7 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 368 366 364 362 360 358 356 354 352 350 21+00 CURVE RADIUS LENGTH TANGENT DELTA Ct 20.00' 31.42' 20.00' 90'00'00' C2 35.00' 27.13' 14.29' 44 24'55' C3 42.00' 197.06' 42.87' 268 49'50" "R3 -5R' - RIGHT TURN ONLY ,W14-2 - NO OUTLET SECTION IS SHOYM "R4-7" - KEEP RIGHT "WI -7" - DOUBLE ARROW "R81(CA)" WI -C - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE "W3 -Y - SIGNAL AHEAD "WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWUNE STATION - SEE TABLE ® UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' o STORM DRAIN MANHOLE - NOTE:50' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 25' O' 50' 100' tV STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © N C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. � N) s M MOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO pry 'A ■ ■ • ■ ■ � TRACT BOUNDARY BE COMPACTEDTO 95% sr -9. pj SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS 00 PHASE BOUNDARY 3. ASH PAVEMENT TO E 0.45TIVE ' TYPE e" A.C.M DETAILNONSSHEET 1. - - - M OVER 1.70' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO IA M PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Z BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS OTHERWISE. STANDARD SPECIFICATION PTH-02ALKYD. Know what's below. PER C.O.B. STD. D-14, UNLESS NOTED 11 RELOCATE M m 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. all before dig. COORDINATE APPLICATION OF RELOCATION WITH PG&E./ 12 PROTECT IN PLACE 2 -UG � ph you 1 LLI> LLI W IJ 7 00 IlaUj Z LL:W WW W J Z - �- J W Z W W N) H L+- CV W W Y N $ �N W FA Z to L N; U of J M + m m + O) 0 + Oi Wi O m p CV ; Og0 to 1.1 an d a W W C) M W N ^ p to h W m + + U STING GROUND m w W m �_ N a t+0 V) �A M rd + h Of .- w N O ()i t� Z O _. U1 on - L d a / DOTING GR ND a d N c�a 41 ci m W S=0.25% W .14 !n IXI TING GR ND PROM MOS00 NO11 TH FLOWL INE S=-0.25% m N rQ- C-3on �W7 O W S=0.238 S=0.23% S=0.23% m N -- -- --- ---- -- ---- -- L- 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 19+00 20+00 368 366 364 362 360 358 356 354 352 350 21+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 368 366 364 362 +•1 358 356 354 352 350 19+00 20+00 21+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 20.00' 31.42' 20.00' 90'00'00' C2 35.00' 27.13' 14.29' 44 24'55' C3 42.00' 197.06' 42.87' 268 49'50" "R3 -5R' - RIGHT TURN ONLY ,W14-2 - NO OUTLET SECTION IS SHOYM "R4-7" - KEEP RIGHT "WI -7" - DOUBLE ARROW "R81(CA)" WI -C - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE "W3 -Y - SIGNAL AHEAD "WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWUNE STATION - SEE TABLE ® UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' o STORM DRAIN MANHOLE - NOTE:50' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 25' O' 50' 100' REFER TO SEWER & STORM DRAIN PLANS STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. N) s M MOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO pry 'A ■ ■ • ■ ■ � TRACT BOUNDARY BE COMPACTEDTO 95% sr -9. pj SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS 00 PHASE BOUNDARY 3. ASH PAVEMENT TO E 0.45TIVE ' TYPE e" A.C.M DETAILNONSSHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO IA M PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Z BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS OTHERWISE. STANDARD SPECIFICATION PTH-02ALKYD. Know what's below. PER C.O.B. STD. D-14, UNLESS NOTED 11 RELOCATE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. all before dig. COORDINATE APPLICATION OF RELOCATION WITH PG&E./ 12 PROTECT IN PLACE 2 -UG � ph you 1 M IJ 7 00 IlaUj Z W W W W �N W FA Z to Oi Wi O m p CV ; Og0 to W M ^ p to h W m + + U m t+0 �A M + h Of .- w N O ()i d a / DOTING GR ND a d N c�a 41 ci m W W .14 !n IXI TING GR ND cd N N m N rQ- C-3on �W7 O W m N -- -- --- ---- -- ---- -- L- L 31.42' L 31.42' S=0.25% S= -0.25X S= -0.51X S=0.51% =-0.25X I� th0 PR S TH FL NE PROPOSED 3OUTH FL WLNE Ni Ni N3 '� Ni II II 11 II N il, > > > > > Qaa a a 11+00 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 20+14.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 368 366 364 362 +•1 358 356 354 352 350 19+00 20+00 21+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Ct 20.00' 31.42' 20.00' 90'00'00' C2 35.00' 27.13' 14.29' 44 24'55' C3 42.00' 197.06' 42.87' 268 49'50" LEGEND R1-1 �- (CONT.): FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" LEGEND (CONT.): SECTION CONSTRUCTION O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 - END SCHOOL ZONE "R6-1" - ONE WAY "R5-1' �W31(CA)" -END A _ _ _ _ _ _ SECTION DESIGNATION - DO NOT ENTER "R5 -l' ' - NO PARKING "W14-1, - DEAD END sHeET WHERE 2 O CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 "R3 -5R' - RIGHT TURN ONLY ,W14-2 - NO OUTLET SECTION IS SHOYM "R4-7" - KEEP RIGHT "WI -7" - DOUBLE ARROW "R81(CA)" WI -C - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. - BIKE LANE "W3 -Y - SIGNAL AHEAD "WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWUNE STATION - SEE TABLE ® UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' o STORM DRAIN MANHOLE - NOTE:50' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 25' O' 50' 100' REFER TO SEWER & STORM DRAIN PLANS STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE 'A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS MOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ • ■ ■ � TRACT BOUNDARY BE COMPACTEDTO 95% sr -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS 00 PHASE BOUNDARY 3. ASH PAVEMENT TO E 0.45TIVE ' TYPE e" A.C.M DETAILNONSSHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50 COMPACTED O.G. TO PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS OTHERWISE. STANDARD SPECIFICATION PTH-02ALKYD. Know what's below. PER C.O.B. STD. D-14, UNLESS NOTED 11 RELOCATE 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. all before dig. COORDINATE APPLICATION OF RELOCATION WITH PG&E./ 12 PROTECT IN PLACE 2 -UG � ph you 1 IJ 7 to ammo II SHANAGOLDEN STREET SEE SHEET 6 7• w N 2 1Z W fi Q -- -_ J..F- d O SO 3 Wo^ +N w 4 I 1 I I S 6 I NAVAN PLACE SEE SHEET 6 .°tt'�, 5. ----tom+ ASHE ROAD SEE SHEET 7 • CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 90'37-29- C3 30.00' 46.80' I 29.67' 89'22'31' . I •I I I I to I . - 1 . ' 1 11 1 1 1 11 1 1 1 1 1 11 11 r2 SHANAGOLDEN STREET NAVAN PLACE ASHE ROAD SEE SHEET 6 BANGOR PLACE SEE SHEET 6 SEE SHEET 7 368 366 364 362 360 358 356 354 352 350 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 17+00 18+00 19+00 20+00 21+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND R1-1 -� (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'S5-2' LEGEND (CONT.): SEC7 CONSTRUCTION �l NOTES: „ CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 - END SCHOOL ZONE "R6-1' - ONE WAY 'R5-1' :W31(CA)' - END - - q - - - - SECTION DESIGNATION - DO NOT ENTER "R26(CA)' - NO PARKING ;14-1, -DEAD END s Et wHm 2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 0 SECTION IS SHOWN 'R4-7' - KEEP RIGHT,WI-7' - DOUBLE ARROW 'R81(CA)' - BIKE LANE WI -6 - SINGLE ARROW O1 CURVE NUMBER FOR CURVE DESCRIPTION 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3 -Y - SIGNAL AHEAD 'W1-1' - CURVE ARROW (D ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE:„ SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 5 " CONSTRUCT TYPE M FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' 0' S0' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT C-Iff CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER N O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. M C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. M INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. 'B" ® OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. M 0 M 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O S M Pto WM MM IBM PHASE BOUNDARY M DETAIL ON SHEET 1. i l - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ak 'h EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. W 11 RELOCATE Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OR RELOCATION WITH PG&E. 0111 before dig. -1 W 12 PROTECT IN PLACE1 you a I W W1>,1 J Ip W LU d W d d � LO N �_ rn h M 0 00 1n p cz 1�A M d0 EAS TING GROUND N + ccl e* ENI STING GROUND O N . < M J m W d 1a1 EXISTING GROUND N - - __ _ - - - - at q m mL,<�-i � _ _w m � q 4�1 - - - - - - ND _ d m v~, L - 47.45' L = 31.42' - - - - - - - - - - - - - S=0.25% - - - - - - - - - - - -' - S--0.25% L 31.42' L 31.42 m W W -- S=0.22% - - - -' -- - - S=0.50% - .-. ._ - S=0.51% - -- -- - -- -- - -- -- -- - S=-1.38% x.1.40% O M x1�_.296 s S=0.25% S=-0.25% L 31.42' L 31.42 S=0.22% S=0.51% o -w 5=1.3476 ROPOSED NORTH OWIJNE M N op ao ROP NORTH OWLJNE `•° Lo Mu1�n J PROPO SOUTH FLOWLINE '� ►� N N 'ii' M n 1i) 1M II 11 1i7 M M ' 11 II �1 if > W > L4 WW> > j j >W » W W W W W ..1 W > � ( W W � Lt3 J W W W W a J W W W W d a a <1 W Iyi W a a C d 4 d 4 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 17+00 18+00 19+00 20+00 21+00 10+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 P.A.F.L. PARKING AREA FLOW LINE 0 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. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. c> EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS maim CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 368 & 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND R1-1 -� (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'S5-2' LEGEND (CONT.): SEC7 CONSTRUCTION �l NOTES: „ CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 - END SCHOOL ZONE "R6-1' - ONE WAY 'R5-1' :W31(CA)' - END - - q - - - - SECTION DESIGNATION - DO NOT ENTER "R26(CA)' - NO PARKING ;14-1, -DEAD END s Et wHm 2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 'R3 -5R' - RIGHT TURN ONLY lW14-2 - NO OUTLET SECTION IS SHOWN 'R4-7' - KEEP RIGHT,WI-7' - DOUBLE ARROW 'R81(CA)' - BIKE LANE WI -6 - SINGLE ARROW O1 CURVE NUMBER FOR CURVE DESCRIPTION 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3 -Y - SIGNAL AHEAD 'W1-1' - CURVE ARROW (D ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE:„ SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 5 " CONSTRUCT TYPE M FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' 0' S0' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT C-Iff CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER N O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. � SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. 'B" ® OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. M 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O S M WM MM IBM PHASE BOUNDARY M DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ak 'h EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OR RELOCATION WITH PG&E. 0111 before dig. 12 PROTECT IN PLACE1 you a I W1>,1 J W LU W � M 00 d0 + e* O N M c�i W U d EXISTING GROUND N at q m N � � �i J � q ISTINc ND d m In L= 46. ci Jq - -' - - ...- _. - - - 4J m W W -- - - - - -' -- - - - - .-. ._ - - -- -- - -- -- - -- -- -- - x1�_.296 s S=0.25% S=-0.25% L 31.42' L 31.42 S=0.22% S=0.51% 5=1.3476 'd'�o `•° PROPO SOUTH FLOWLINE '� ►� N N M n 1i) 1M 1i7 M M ' 11 II �1 » W > � ( W W � Lt3 W C a W W W W Iyi W C d 4 d 4 10+00 11+00 12+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 P.A.F.L. PARKING AREA FLOW LINE 0 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. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -E3- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. c> EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS maim CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 368 & 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 (STA. 10+00.00 TO 21+42.79) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND R1-1 -� (CONT.) FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP 'S5-2' LEGEND (CONT.): SEC7 CONSTRUCTION �l NOTES: „ CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD ST -1 - END SCHOOL ZONE "R6-1' - ONE WAY 'R5-1' :W31(CA)' - END - - q - - - - SECTION DESIGNATION - DO NOT ENTER "R26(CA)' - NO PARKING ;14-1, -DEAD END s Et wHm 2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 'R3 -5R' - RIGHT TURN ONLY lW14-2 - NO OUTLET SECTION IS SHOWN 'R4-7' - KEEP RIGHT,WI-7' - DOUBLE ARROW 'R81(CA)' - BIKE LANE WI -6 - SINGLE ARROW O1 CURVE NUMBER FOR CURVE DESCRIPTION 0 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3 -Y - SIGNAL AHEAD 'W1-1' - CURVE ARROW (D ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS 0 FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE:„ SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 5 " CONSTRUCT TYPE M FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' 0' S0' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT C-Iff CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 0 SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. 'B" ® OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. , 0 SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO , BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS WM MM IBM PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ak 'h EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 11 RELOCATE Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OR RELOCATION WITH PG&E. 0111 before dig. 12 PROTECT IN PLACE1 you a I DAYLIGHT UNE (SEE GRADING PLANS) 368 366 364 362 360 358 DAYLIGHT TO _ EXISTING GROUND 356 354 352 350 368 366 364 362 360 DAYLIGHT TO 358 EXISTING GROUND 356 354 352 350 ■ ■ ■ SHANAGOLDEN STREET NAVAN PLACE ASHE ROAD SEE SHEET 6 SEE SHEET 6 SEE SHEET 7 SUNCHASE DRIVE (STA. 10+00.00 TO 21+85.06) SCALE: 1' = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90 00'00` C2 35.00' 27.13' 14.29' 4424'55' C3 1 42.00' 197.06' 1 42.87' 268 49'50" W14-2 - NO OUTLET `R3 -5R - RIGHT TURN ONLY ,W1-7„ SECTION IS SHOWN - DOUBLE ARROW "R - KEEP RIGHT -WI-6` - SINGLE ARROW 1(CA)' -BIKE LANE "R81(C O CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE O UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' ® STORM DRAIN MANHOLE - REFER TO SEWER &STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT �5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' o' 50' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. N S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O7 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN M INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. M M SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B` A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. � ■ ■ ■ ■ OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO • ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE `B" A.C. DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ah '�� EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. N PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. N Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Call COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE3 before you dig. M M LO M ►7 V)j M rn M Ul) M M M U'),�j 10- Mac M N M II � Z J II W j W j > > p I>>I > W >> > W z W W W W Z W CIR }.W W W W LiWWZ W W � W W Z Z Yp� n Z C3 Zp Q`": m+ liM tpop M M La aj app mn1-1 N Q .^-� N d. + y� ..�� M M + J M Cw _j co � Pei + 04 V M 0� to Go M C+D N04 U 04QAa- pp -F = +W !ry ui DOSTI G GROUND w w �ry N o W XISIING ROUND Q i14 n C4 °C N 02 W �g„ m Q� W �, N z in W ~ N N w a ' ~ ,,; j j W d 15 01 2 mV aN ao N a - I ,w m - -- NZ -' w- -- --- -- ---- EXITINGGR -- ND- -- ---- - ---- -- - - - -- L=31.2' - -- N- �.iw ---- W ui EXISTING GROUND -- - -- - ---- -- --- -- S=-0.25% c�c~nZOWm N S=0.25% LL-�_3�16.j2 % S=-0.50% N N M N N S=-0.25% S=0.25% S=0.25% SL E - = 31.42' - - = 31.42' - - -- ---- --. ---- -- ---- -- ---- - ---- -- S=-0.25% - -- -- -- L = 31. 2' - L = 31.4-f - -.- ---- - S=0.25% S=0.25% S=0.25% ..- S=-0.25% S=1.2796 5=-1,24 PR OSED TH FIA NE S=0.25% S=-0.53% S=0.53% PR(_ SED Sa IN FLOV UNE ,.ry} 1% M M M �p n PROPOSED NORTH FLO NE r PROPOSED NOR FLOWU E M M N 200' NM Mi tM W i rM 2.00' MM ."rn Miry MM II 11 M M M J`� i p II I II II j j j j j W W Uj W 41 j > jH W W W W 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 11+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 P.A.F.L. PARKING AREA FLOW UNE Q 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. -cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -8- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS Kam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 20+00 21+00 22+00 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 fA CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90 00'00` C2 35.00' 27.13' 14.29' 4424'55' C3 1 42.00' 197.06' 1 42.87' 268 49'50" W14-2 - NO OUTLET `R3 -5R - RIGHT TURN ONLY ,W1-7„ SECTION IS SHOWN - DOUBLE ARROW "R - KEEP RIGHT -WI-6` - SINGLE ARROW 1(CA)' -BIKE LANE "R81(C O CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE O UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' ® STORM DRAIN MANHOLE - REFER TO SEWER &STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT �5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' o' 50' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O7 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. , ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B` A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ ■ ■ OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO • ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE `B" A.C. DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ah '�� EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. N PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. N Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Call COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE3 before you dig. M M MM� Mac }W Z J II W j W W z W W Z W- W W M Q Z n C3 Zp Q`": m+ liM tpop M M La aj app mn1-1 N .^-� Ill CO L&M N d. + y� ..�� M M + J M C>+ C+D -F N ui DOSTI G GROUND w w N o W XISIING ROUND Ci i14 n C4 N �g„ �, N z in W N w ,,; rn 01 2 ao cn - I -2:1 - -- ---- -- --- -- ---- -- ---- -- ---- - ---- -- - - - -- L=31.2' - -- ---- -- ---- - --- -- - -- - ---- -- --- -- S=-0.25% S=0.25% LL-�_3�16.j2 % S=-0.50% N N M N N S=-0.25% S=0.25% S=0.25% S=0.25% PR OSED TH FIA NE PR(_ SED Sa IN FLOV UNE ,.ry} 1% M M M 200' J`� W W Uj W 41 10+00 11+00 LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 P.A.F.L. PARKING AREA FLOW UNE Q 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. -cam- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -8- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. �- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS Kam CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 12+00 13+00 14+00 15+00 16+00 17+00 (STA. 10+00.00 TO 21+85.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 18+00 20+00 21+00 22+00 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 fA CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90 00'00` C2 35.00' 27.13' 14.29' 4424'55' C3 1 42.00' 197.06' 1 42.87' 268 49'50" LEGEND R1-1 -�- (COQ FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5 LEGEND (CONT.): sECTION CONSTRUCTION O1 NOTES: CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 -Y - END SCHOOL ZONE "R6-1" - ONE WAY "W31(CA)` -END "R5-1' q - - - - - - SECTION DESIGNATION - DO NOT ENTER "R26(CA' - NO PARKING "W14-1� -DEAD END � WHERE 2 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 W14-2 - NO OUTLET `R3 -5R - RIGHT TURN ONLY ,W1-7„ SECTION IS SHOWN - DOUBLE ARROW "R - KEEP RIGHT -WI-6` - SINGLE ARROW 1(CA)' -BIKE LANE "R81(C O CURVE NUMBER FOR CURVE DESCRIPTION O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL -- O STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Q FLOWUNE STATION - SEE TABLE O UNIT STANDARD PLAN R.S.P. A88A-CASE A. SCALE: 1" = 50' ® STORM DRAIN MANHOLE - REFER TO SEWER &STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT �5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. 50' 25' o' 50' 100' STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CONSTRUCT TYPE "A' CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. © CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O7 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY AND SEWER DETAILS. �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. , ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B` A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ■ ■ ■ ■ OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO • ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE `B" A.C. DETAIL ON SHEET 1. - - - CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 Q PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS Ah '�� EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. RELOCATE Know what's below. 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Call COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE3 before you dig. @IIIIIIIII ------ ------ ------ ------ ----- VESG TEN TA f /V TRA CT 7 t.� - T/ - - - # i# I' 20' im 30' I I i I I N I I I // I 11 CD o N 1 1 I 6 N N 2 ov a s N I I I r= J o I I I 0 1 �� 7 0 6 5 4 0 1 3 I 2 UO I O UD N I I I Z O Y- .i N J :/ 6 / Z I p�pp ..JJ Nm �J J I I I3 ti N 1 CUA Q /� i NO UW IJ >-.J JI JI JJ 3�` dLLJ'.t �'to -j-! ULL orn 3� N 88 go i� �� �t QLLJ �I Zcic3 `'o op aJ JI }J �t�,n v� ZON 25 0 0: od �� w p w3 OoQO Qi�O 3�''I 3i. �+-Ic�� oo rnr4i� o,`n°� ovo�i/ /�C' W FOO pOy,rt:OO O w tOtD t�r, .} o) t } to tr tr U C OQ n h O > O • p I � vi 0) t to m 4 d -F } �/ O / .- LLI N N _O O O, O O 1[', (� rn Wt� S + m + + O t7i 1[1 !Y �- M M } } L�,� •-- •- tl- �� I + d O to N++ N NN p MI po m ++ dd Q p 3 add i + �I + NI ��t�o q�.-IN N MI +i Q •tom + xt-� �c%BJP Q d _M - d Q Q_ N to v m rn N R/IN <Q Ac r N to t~i, t~i, d I R/YI d I of t i ti n t~n N / vs icy°'' V�G 2 `T -'_ - N to N N C1 Uj N a n �1 2 12+00 8' SEWER - 11+500_N01b2'18"E 270.00' 5 s 13 368 366 364 362 360 358 356 354 352 350 368 D a N I C1 18" DRAIN 3 D 4 -- 4 Co Z o N� .r + :4 qw S M � ayT� <`' ODI ZI 352 Q 350 N I C4 N 00 z cS I 37 I 38 CONSTRUCTION � oo .�. F= S r- cWC>n 20 20' I I + ! 30' 30' 3JJ i FL add I ` in cn 1 I $ CL ELEV I 10 OO . SUNCHASE DRIVE NN �Q SEE SHEET 5 368 366 364 362 360 358 356 354 352 350 ITT" N01'02'18'E +270-00' - C2 ff D _ C 3 c -R/;:7 - - - m u N 4-,c.4 �L 69 27 1 00 o J L O C M N 68 O Z M O - _/ J • C> z C, L0 Uj 09 L6 Coco 0- + W q 15 m d a + . N °p mv~it% add '' I "``• W N N ' 1 TULIA LANE SEE SHEET 3 SHANAGOLDEN STREET (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL P1 23 CATCH BASIN NO. 7 STA 15+68.99 C.L.53.48 RT. NORMAL F.L. ELEV.=353.28' DEPRESSED F.L. ELEV.=353.11' STA. 16+16.61, F.L7 - - - P.R.C. 22 STA. 15+62.65 C.L. 87.05 RT. _ STA. 16+51.01 F.L. \. 15+60.00 C.L. 100.40 RT = 1Lt6+64.71 RL - --_ 21 368 D 366 N 1 2 18" DRAIN 3 D 4 -- 4 360 360 358 C1 31 C1 - - --- R/W-�-- J 354 354 352 352 Q 350 N I C4 N 00 z it or I 37 I 38 CONSTRUCTION � oo $ 20 20' N FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" N 30' 30' 3JJ i FL m DtnD 00 g$Cj o � En 1 I +t+ CL ELEV 10 OO 36 NN �Q N tn0]tnFd 7N V I Vi - NO PARKING „W14-1 WU) � � W 1 a BANGOR DRIVE "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM SEE SHEET 4 ITT" N01'02'18'E +270-00' - C2 ff D _ C 3 c -R/;:7 - - - m u N 4-,c.4 �L 69 27 1 00 o J L O C M N 68 O Z M O - _/ J • C> z C, L0 Uj 09 L6 Coco 0- + W q 15 m d a + . N °p mv~it% add '' I "``• W N N ' 1 TULIA LANE SEE SHEET 3 SHANAGOLDEN STREET (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL P1 23 CATCH BASIN NO. 7 STA 15+68.99 C.L.53.48 RT. NORMAL F.L. ELEV.=353.28' DEPRESSED F.L. ELEV.=353.11' STA. 16+16.61, F.L7 - - - P.R.C. 22 STA. 15+62.65 C.L. 87.05 RT. _ STA. 16+51.01 F.L. \. 15+60.00 C.L. 100.40 RT = 1Lt6+64.71 RL - --_ 21 10+00 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SUNCHASE DRIVE SEE SHEET 5 15 17 BANGOR DRIVE SEE SHEET 4 TUILIA LANE SEE SHEET 3 1111 "'1 11 1 1 17 -N! 1' 7 111 t' II 1 1 SUNCHASE DRIVE BANGOR DRIVE TULIA LANE SEE SHEET 5 SEE SHEET 4 SEE SHEET 3 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 350 134'51'11" C4 35.00' 54.98' 35.00' 90b0'00" CONSTRUCTION NOTES: SCALE. 1" = 5' VERTICAL ABBREVIATIONS ABBREVIATIONS R1-1 : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" Q O1 „ CONSTRUCT TYPE B„ CURB & GUTTER PER C.O.B. STD ST -1 FL Q a R6-1' - ONE WAY _END SCHOOL ZONE "W31(CA)" _ - q SECTION DESIGNATION - - - - CL ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - END "R26(CA)' - DEAD END 2 O2 &L a - NO PARKING „W14-1 SHEETWERE a BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM Lq ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT�WI-7r - DOUBLE ARROW -R81(CA)- - BIKE LANE WI -6 - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. M END CURVE TC TOP OF CURB "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW M M 1 -N - PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ❑ FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. M P.O.C. PA O 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS M M W M to E.P. EDGE OF PAVEMENT A.P. ANGLE POINT M STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 M FACE OF CURB C/G CURB AND GUTTER ' M PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. N N N � to 11 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. to00 {> J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �jWj li O NOTES: °r CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. @ � EXISTING SURVEY MONUMENT W z J II LL. W LL�� W j W ® M 11 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. W M tfjW S- Z Z W> J ty j j W LU O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. W 2 ® JZ - J W ti j W J �! U_ W Z W �- O W BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS trial STANDARD OR APPROVED EQUAL CO WN 00 PHASE BOUNDARY O W Wm OR p' -EDP- m+'W _ _ O OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. It -W - _C)_ p M 'h m C-4 LL, O Know below. M CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WED) N J : p o 11 ��WM what's M to PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) + S* N M M M M N N t0 li0LO +s^jp' JNM tV�,' M t�0 . t �j l• 1 • Gl, �I7 ja you A 000 t+A �'+�, v> v cc 1- III - v `- d� W a w v LLJ : LLJ .JmCD CIEj GROUND ° C3 `-S` 16 W fnZO `w' W o_ d STING OUND W d N v W ISTING OU ¢ c' �N o ZO W m N cj W W EXIS NG GROU D N N z LL W N m W U `4. v - ._ -- L=3142' - -- : r v J :� q g L= 1.42' a� W L=3142' L = 1.42' W Cd WJ` FQ L= 1.42' ' t,i 51.27% 51.27% S=-1.382 S=0.25% L = 31. 2' S=-0.25% -- ---- -0.25% S=-0.25% S=0.25% -- L=3.42 L=3142 --- N M a S=-0.25% PR OSED ST FLO NE L = 1.42' IS= S=-0.25% EAST FLOWLINE $=0.51% S=0.25% M o "' FLOWLIN - '�' M M P. - 54.9 -r'n. o S=-0.25% S=0.25% 4 _ j > > S=-0.25% S=0.25%- - �n � � � MMM N ,.; 11j> P OSED WET FLOWU E II M PR OSED ST FLO W W Mi ai c 0 N RjLO U II I J I _4 PR W W W W d G d PROPO II OWUNE W> N, y W> to an M If J J W W I J W W 11 If N W i M 1:9 4 1,j Uj G 10+00 368 366 364 362 360 358 356 354 352 350 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SUNCHASE DRIVE SEE SHEET 5 15 17 BANGOR DRIVE SEE SHEET 4 TUILIA LANE SEE SHEET 3 1111 "'1 11 1 1 17 -N! 1' 7 111 t' II 1 1 SUNCHASE DRIVE BANGOR DRIVE TULIA LANE SEE SHEET 5 SEE SHEET 4 SEE SHEET 3 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 350 NAVAN PLACE (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL 15+00 16+00 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90`00'00" C2 35.00' 13.70' m 22'2535" C3 84.00' 197.70' 202.06' 134'51'11" C4 35.00' 54.98' 35.00' 90b0'00" CONSTRUCTION NOTES: SCALE. 1" = 5' VERTICAL ABBREVIATIONS ABBREVIATIONS R1-1 : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" Q O1 „ CONSTRUCT TYPE B„ CURB & GUTTER PER C.O.B. STD ST -1 FL FPOVC POINT ON VERTICAL CURVE a R6-1' - ONE WAY _END SCHOOL ZONE "W31(CA)" _ - q SECTION DESIGNATION - - - - CL ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - END "R26(CA)' - DEAD END 2 O2 &L a - NO PARKING „W14-1 SHEETWERE a BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM Lq ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT�WI-7r - DOUBLE ARROW -R81(CA)- - BIKE LANE WI -6 - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. M END CURVE TC TOP OF CURB "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW M M 1 W PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ❑ FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. M P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY UR/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS M M W M to E.P. EDGE OF PAVEMENT A.P. ANGLE POINT M STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT 00 F.O.C. FACE OF CURB C/G CURB AND GUTTER ' M PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. P.A.F.L N 11 ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. {> J FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �jWj li O NOTES: °r CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. @ � EXISTING SURVEY MONUMENT W z J II LL. W LL�� W j W ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. W INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY tfjW S- Z Z li j ty j j W LU O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. W 2 ® JZ - W ti j W Z W8T 50' 25' O' 50' 100' �- O ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS trial STANDARD OR APPROVED EQUAL CO WN 00 PHASE BOUNDARY O W Wm OR -EDP- m+'W _ _ O OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. It PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS _C)_ p M 'h m C-4 LL, O Know below. M CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WED) N J : p o 11 ��WM what's M to PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) + S* N M M M N N JNM tV�,' M M . t �j l• 1 • Gl, �I7 ja you e� 000 t+A �'+�, v> v - d 1- III - v `- d� W a w v LLJ : LLJ CIEj GROUND ° .- r J O 16 W fnZO `w' W STING OUND W d N v W t W . 'J` ci W 41 N c' �N o ZO W m n cj W W W W 41 N NZ W-mtn -L D:Q �'j `4. v - ._ -- L=3142' - -- : r v J :� q g L= 1.42' L=3.42' cci L=3142' W W Cd WJ` FQ L= 1.42' ' t,i 51.27% S=-1.382 L = 31. 2' S=-0.53% -- ---- -0.25% -- S=0.25% -- L=3.42 L=3142 --- -- ---- S=-0.25% S=0.519: L = 1.42' IS= PROP EAST FLOWLINE $=0.51% S=-0.51% ,'� PROP o "' FLOWLIN - '�' M M P. - 54.9 -r'n. o S=-0.25% S=0.25% 4 _ `� d� `� S=-0.25% S=0.25%- - �n � � � MMM N ,.; 11j> P OSED WET FLOWU E II M PR OSED ST FLO NE015 I Mi ai c 0 N RjLO U II I J I _4 PR W W W W �?j W W PROPO II OWUNE W> N, y W> to an M If J J W W I J W W 11 If N W i M 1:9 4 1,j Uj G d JJ > C J 4 LLIdLd d C > IN W W W W W W 15+00 16+00 10+00 11+00 12+00 13+00 (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 368 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90`00'00" C2 35.00' 13.70' 6.94' 22'2535" C3 84.00' 197.70' 202.06' 134'51'11" C4 35.00' 54.98' 35.00' 90b0'00" CONSTRUCTION NOTES: SCALE. 1" = 5' VERTICAL ABBREVIATIONS ABBREVIATIONS R1-1 : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" gC O1 „ CONSTRUCT TYPE B„ CURB & GUTTER PER C.O.B. STD ST -1 FL FPOVC POINT ON VERTICAL CURVE a R6-1' - ONE WAY _END SCHOOL ZONE "W31(CA)" _ - q SECTION DESIGNATION - - - - CL ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - END "R26(CA)' - DEAD END 2 O2 &L - NO PARKING „W14-1 SHEETWERE a BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM Lq ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT�WI-7r - DOUBLE ARROW -R81(CA)- - BIKE LANE WI -6 - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. M END CURVE TC TOP OF CURB "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ❑ FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY UR/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE M„ FORMED MEDIAN CURB PER C.O.B. STD. ST -18. „NE to E.P. EDGE OF PAVEMENT A.P. ANGLE POINT M STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER M PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. P.A.F.L PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. W O NOTES: °r CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. @ � EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 'j J Z li j ty j j W O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. W W W ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. W ti j W Z W8T 50' 25' O' 50' 100' �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS STANDARD OR APPROVED EQUAL NO Em MM WN 00 PHASE BOUNDARY 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. OR -EDP- m+'W _ _ WC1 OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10Ah O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS _C)_ p M 'h INA d to p STANDARD SPECIFICATION PTH-02ALKYD. Know below. mum CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WED) N J : p o 11 h what's M to PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) + S* 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. C111 O M N N O } tV�,' M M . t �j l• 1 • Gl, �I7 ja you 000 t+A �'+�, v> v - d 1- III - v `- d� W a w v LLJ : LLJ EXISTING GROUND r J O F ® M W N @i f! ZGW to •� M M - � - NZ W-mtn W D:Q �'j `4. v L=3142' L=31 2' STING GROUND : r v J :� q g L= 1.42' cci V) W W Cd WJ` FQ L = 31.4 ' t,i N S=-0. 5% -- -- ---- -0.25% -- --- -- L=3.42 L=3142 --- -- ---- L = 1.42' IS= PROP EAST FLOWLINE $=0.51% S=-0.51% ,'� PROP EAS FLOWLIN M M P. - 54.9 ' S_1.24% S=0.25% _ _ S=-0.25% MMM N S=-0.51% 11j> II I c II I J chv co 11 _4 PR EAS FLOWLIN W W �?j W W PROPO EAST OWUNE "' N, y W> to an M If J J II 11 If N M to 4 Q Uj G d JJ W C G > > IN W W W W W W G d 4 d W W 368 366 364 362 360 358 356 354 352 350 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90`00'00" C2 35.00' 13.70' 6.94' 22'2535" C3 84.00' 197.70' 202.06' 134'51'11" C4 35.00' 54.98' 35.00' 90b0'00" 368 366 364 362 360 358 356 354 352 350 14+00 15+00 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 10 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 15+40.00) (STA. 10+00.00 TO 15+40.00) C41 - SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL LEGEND: SCALE: 1" = 5' VERTICAL LEGEND (CONT.(CONT.): CONSTRUCTION NOTES: SCALE. 1" = 5' VERTICAL ABBREVIATIONS ABBREVIATIONS R1-1 : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" gC O1 „ CONSTRUCT TYPE B„ CURB & GUTTER PER C.O.B. STD ST -1 FL FPOVC POINT ON VERTICAL CURVE R6-1' - ONE WAY _END SCHOOL ZONE "W31(CA)" _ - q SECTION DESIGNATION - - - - CL ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - END "R26(CA)' - DEAD END 2 O2 &L - NO PARKING „W14-1 SHEETWERE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT�WI-7r - DOUBLE ARROW -R81(CA)- - BIKE LANE WI -6 - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. M END CURVE TC TOP OF CURB "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ❑ FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY UR/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE M„ FORMED MEDIAN CURB PER C.O.B. STD. ST -18. „NE M E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. P.A.F.L PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. W O NOTES: °r CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. @ � EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY W Z li j ty j O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. W W ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. ti j W Z 50' 25' O' 50' 100' �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS STANDARD OR APPROVED EQUAL NO Em MM WN 00 PHASE BOUNDARY 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. OR -EDP- m+'W _ _ WC1 OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10Ah O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS _C)_ p M 'h INA d to p STANDARD SPECIFICATION PTH-02ALKYD. Know below. mum CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WED) N J : p o 11 h what's M to PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) + S* 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. C111 before dig. N M tV�,' M M . t �j l• 1 • Gl, �I7 ja you J M t+A M v> v - d 1- III - v `- d� W a w v LLJ : LLJ EXISTING GROUND r J O F ® W W N @i f! ZGW to 4!W W 4ltn - - NZ W-mtn W W L=3142' L=31 2' L= 1.42' S_1.34% S=_14p% L = 31.4 ' S=0.25% S=-0. 5% S=0.51% -0.25% S=0.25 vs ^ IS= PROP EAST FLOWLINE ,'� PROP EAS FLOWLIN M M P. ,�, MMM N II 11j> II I II I J W W �?j W W N, y W> J J 4 Q Uj G d W C G 368 366 364 362 360 358 356 354 352 350 368 366 364 362 360 358 356 354 352 350 10 10+00 11+00 12+00 13+00 14+00 15+00 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 15+40.00) (STA. 10+00.00 TO 15+40.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL LEGEND: SCALE: 1" = 5' VERTICAL LEGEND (CONT.(CONT.): CONSTRUCTION NOTES: SCALE. 1" = 5' VERTICAL ABBREVIATIONS ABBREVIATIONS R1-1 : FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1" - STOP "S5-2" gC O1 „ CONSTRUCT TYPE B„ CURB & GUTTER PER C.O.B. STD ST -1 FL FPOVC POINT ON VERTICAL CURVE R6-1' - ONE WAY _END SCHOOL ZONE "W31(CA)" _ - q SECTION DESIGNATION - - - - CL ELEV CENTERLINE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER - END "R26(CA)' - DEAD END 2 O2 CONSTRUCT 4.5 STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 - NO PARKING „W14-1 SHEETWERE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY .�'h2* - NO OUTLET SEC11ON IS SHOYM ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT�WI-7r - DOUBLE ARROW -R81(CA)- - BIKE LANE WI -6 - SINGLE ARROW 1 CURVE NUMBER FOR CURVE DESCRIPTION �3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC END CURVE TC TOP OF CURB "W3 -Y - SIGNAL AHEAD 'WI -1' - CURVE ARROW ITEM OF WORK - SEE SCHEDULE O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE -- D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ❑ FLOWLINE STATION - SEE TABLE O4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. P.O.C. PA POINT ON CURVE FC FINISHED CONCRETE PROPERTY UR/W RIGHT-OF-WAY 0 STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT O5 CONSTRUCT TYPE M„ FORMED MEDIAN CURB PER C.O.B. STD. ST -18. „NE E.P. EDGE OF PAVEMENT A.P. ANGLE POINT STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. O CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. P.A.F.L PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. S SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: O CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. @ � EXISTING SURVEY MONUMENT FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. �� SCALE: 1 = 50 FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO 50' 25' O' 50' 100' �- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS STANDARD OR APPROVED EQUAL NO Em MM WN 00 PHASE BOUNDARY 3. ASHE ROAD PAVEMENT TO BE 0.45' TYPE "B" A.C. DETAIL ON SHEET 1. -EDP- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER _ _ _ CENTERLINE OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 10Ah O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS _C)_ C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS 'h EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. STANDARD SPECIFICATION PTH-02ALKYD. Know below. mum CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WED) 11 RELOCATE what's PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. C111 before dig. COORDINATE APPLICATION OF RELOCATION WITH PG&E. 12 PROTECT IN PLACE . t �j l• 1 • Gl, �I7 ja you f VARIES f TABI I CURVE t. VARIES ui � Lu`�Vt z 20.00' EXISTING GROUND 11 90'00'00" 7cc SEE TABLE _ N M v 3 C� 19 C3 C! ?W I_:c � N 50 7 Vo ""fit x`'t--------- N+ -- 355.69 J j -Ox 0 4 � `CID 22+45.87 . U4 U4 9 _4 =�.U4: 19.09 RT. 356.69 _ _ N� DAYLIGHT 2X TO -�Cjli z0O0d^• �, 20 1*0 LU Cd - Co t2 MATCH EXISTING. 4:1 TO 356.60 ©3 -"---- +°++ M-++ �xccc N 5 (STA 17+97.10 C.L. MA Q 0.5' COMPACTED O.G. TO 5.85 RT ztQ--rQ- lJ TO 18+50.83 C.L) S Z 95X RELATIVE DENSITY in U) �N �NCn NN cncn 27+86.15 4X FROM EP 356.24 'W A.C. PAVING --- 30.00 LT. 356.46 1.70' AGG. BASE ^ 2111. J CO o ASHE ROAD SECTION } J o A STA 17+97.10 TO 21 +64.27 0 > c ] SCALE: 1"=10' HORIZONTAL z 4 o v ��,. 1 =5 VERTICAL m+ + o o / �� Uuj 04 04 M z TI = 8.5 R=8 cio NN ,UTEMP SUMP a11c, or) V) v ^ �' ~NNEASEMENT PER ---------- d ^ M z ,. DOC. 000215149027 i W+ M In,, N N r l -iN SEWER --I _u TEMP SUMP�j W5 � !l EASEMENT 0 38X53 X1.5 1 m N W m ADJUST EXISTING MONUMENT Q � BEGIN CURB &GUTTER c5 COVER TO FINISHED GRADE _ EXISTING R/W STA. 21+64.27 C.L 59.00 LT. _ '- - -- OH - -'� - - - - �\_ - TA -21+6+421 FL -- - - - - - - -OH - -- OH -OH + DAYLIGHT 34 INSTALL CONDUIT 32 TO BE UNDERGROUND FOR IRRIGATION 1N '��� 28 30 UNE- 31 - I 33- ____===_=J�YQINFR_S �TYP)==== THREE SLEEVES 2" a1 N 24 26 27 -----29-- --------- --�____ SIZE FOR EACH as N ' ------- ------- 35 0 o I 1� f x 23 2 =__------ 00 PROPOSED E.P. 20+00 21+00 -22+ N I� fill + 0 ��� � � �o��� � h.. - - - N00'24'49"E 1573.57' G�Oc - --- 3 - o cs6,� EXIST. 3�� WERr 2 .4 s�� �-�-�- n � 5 - s �� SAWCUT 5 l 8 i I m 00 I I I II I I-- -- -- --a -- -- -- a � $ J �m� _ Q C3 c4 � mu C3 � �c> � O + � LLJ + !I M� F n O Cr M N I I SxN+9I-' Nj w ZZz 00 I I NZw�M NW I+JmN I UML" tn W 366 364 362 360 358 356 354 352 350 SUNCHASE DRIVE BANGOR PLACE SEE SHEET 5 SEE SHEET 4 20'cn 20 t"_" _- -- ' -----1 I ------ --- - lv - -- 30' 30' 1 I 18 1 i 1 -+ ' 1 24 51 I ����CO IP . , N w 563 + I "T e X 00 11 rt� fn $ 23 ,I 11 Y p 11 5 2 p 20' 20' II 5 4 II J,: ,- J r J 30' 30' J ,� H CU L.: J J , O J p J I a' OM C 00 ( O 00 ( O 1 pp _ �; o jy p.- eh d I N r-- __ V4 to C-4 C'4 UL C)4: �� O VV pp N I O.} Z�� C.>Ci Co 00 .- 1 10 u? Q 0000 ~ °.g r7 co O m O O Of M Wo a a m ,� Co �n ///'''��� (� o � co ori '� Cv m + + In o Ncnl O.- uiC6 / / ' NN ZN NN NN Cnt`^ Wd ap + ++ I 1*� �a ; AA 1 54 NN Q++ M MM NN 0: NM NN NN QQ� 5 1-r-r- s►-�- NN C-4 C4 UIQ j 0: dCAtn 2,j"N U �FFQ--- >!a-tQ- 1411Encn/1 � NW cacnc~n 41N(~/I CiJF�-Q I m Cn V1 CL N to 1 I mv1 t�i1 too 3 I _ R 4 -- - -I--- - - -- - H off INSTALL CONDUIT 1 2 1 2 �.f 4 N FOR IRRIGATION g� N 18 ` No I I Nl THREE SLEEVES ,r, EACH - "1 - 1 5 N 1 5 1 s 5 1 1 16 N) 12 3+ 14 3 U U OR ��to �+ to N M Zo <t w W N W ©.s ON 30" SEWER ASHE ROAD 39.W (STA. 19+00.00 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL C3 1- in M W W ILS s Li 00 p Li --- -\ CZ�O 0?\ =m J .j mZJV iU WOCU f: D ^ 83 LLJ 00 -O ± QN+m VN �WNMiZ I j I N 6�OCnv TULIA LANE SEE SHEET 3 1 ' 1 20' 20' I 30' 30' 1 I , IkuIN I � IOD N� 18 03 N 8 CURVE RADIUS LENGTH TANGENT O p 20.00' 11 11 90'00'00" 7cc o _ N M a:Z V C3 C! ?W I_:c � N 50 21+91.84 Vo W �1 JJ N W N+ to u M 355.69 J j x X 0 ASHE ROAD 39.W (STA. 19+00.00 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL C3 1- in M W W ILS s Li 00 p Li --- -\ CZ�O 0?\ =m J .j mZJV iU WOCU f: D ^ 83 LLJ 00 -O ± QN+m VN �WNMiZ I j I N 6�OCnv TULIA LANE SEE SHEET 3 1 ' 1 20' 20' I 30' 30' 1 I , IkuIN I � IOD N� 18 03 N 8 -___-- i -Lcvu `-� EXIST. POWER POLE 1 g aK TO BE UNDERGROUND s BY OTHERS (TYP.) ■ _ _ 29+00 N00'24'49"E 409.02' " SEWER s s- I TRACT BOUNDARY STA. 29+82.59 C.L I � (Al I I � I I0 m 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT p p 20.00' 11 11 90'00'00" 7cc 30.00' 47.45' 30.33' 9017'29" C3 C! o 29.67' � N 50 21+91.84 19.08 RT. UX © oIr OI 355.69 J j i 44.28 RE 4 � -1-� 22+45.87 . U4 U4 9 _4 =�.U4: 19.09 RT. 356.69 _ _ N� :p :8 Ln -�Cjli z0O0d^• �, 20 1*0 LU Cd - Co t2 24+49.85 1A a'a oo 356.60 ©3 ++ NN mNN +°++ M-++ �xccc N 5 5.85 RT 356.84 Q 26+33.95 5.85 RT ztQ--rQ- lJ �� QFQ-H Z 07 in U) �N �NCn NN cncn 27+86.15 12 356.24 ©9 --- 30.00 LT. 356.46 ®0 28+64.59 -___-- i -Lcvu `-� EXIST. POWER POLE 1 g aK TO BE UNDERGROUND s BY OTHERS (TYP.) ■ _ _ 29+00 N00'24'49"E 409.02' " SEWER s s- I TRACT BOUNDARY STA. 29+82.59 C.L I � (Al I I � I I0 m 1 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.45' 30.33' 9017'29" C3 30.00' 46.80' 29.67' 89'22'31' SAWCUT TABLE TAG Ck STATION OFFSET ELEV. 10 17+97.04 7.19 RT. 355.09 20 1 17+97.04 8.19 RT. 355.09 30 18+54.62 8.18 RE 355.19 ® 18+54.62 19.07 RE 354.97 50 21+91.84 19.08 RT. 356.21 © 21+91.88 44.36 RT. 355.69 7❑ 22+45.91 44.28 RE 355.89 ® 22+45.87 19.08 RT 356.44 9 23+24.37 19.09 RT. 356.69 QO 23+24.37 7.09 RE 356.98 11 24+49.85 7.09 RE 356.92 t2 24+49.85 19.09 RT. 356.60 ©3 25+22.36 19.09 RT. 356.55 ® 25+22.36 5.85 RT 356.84 Q 26+33.95 5.85 RT 356.81 9 26+33.52 21.00 LT. 356.38 07 27+86.15 21.00 LT. 356.42 ® 27+86.15 30.00 LT. 356.24 ©9 28+64.59 30.00 LT. 356.46 ®0 28+64.59 4200 LT. 356.18 21 29+83.34 4276 RE 356.60 ® 29+83.11 47.43 RT. 356.49 18+50 19+00 TAPER DATA NO.O1 q STATION OFFSET FROM rL STA. + 4. 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 M STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 .31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. VERT. RVE 4.02 LT. STA. 23+84.88 4.45 LT. STA. 3+89.88 4.78 LT. STA. 23+94.88 5.00 LT. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IN OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO � ■ m � ■ m � m ■ � TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. NEI O 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. Q� OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'h '/1 EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS to t PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. Y i� COORDINATE APPLICATION OF RELOCATION WITH PG&E ion 10 Z to Pi no =4_31 ZME111 M IIIIIIIIII M M to M M m M NEENE1111 ' m M j `�` j j d W m Q j M O d M CC W >> W 1Lq in " W >> W W W W W W art W W 4� W J w W M a W W ILO O J J J M 'L) O Q �' W W } JJ W Y W M W W t0 Y� W Z Dtn W to M ,QOCAO ZC.9 CC + �lin � fA V. N M O d ap QYQ t0 C W J tC m W n � I + 01) M Z CC W O M m+ CO N O + + m+ g a p N Wm d N ��ri LLJ+ W N Q D_' j tr j m N F a+ h- t` a� Q N m W a+, N 0000 + CIO)N W OPOSE CEN NE N z H N N Q N U C11InA v O J f- z N ~ < m N ISTING GROUND A CENTERLI E m+ i1 z AT ST FLO NE z w Cn j j j m _ 0 4i a a ai (n CEN NE ��(ST1NG ND AT T FLO NE m zi- w to o H r- to S 0.2 N --- ---------- a: f- � m ---- --------- - - -� ---- --- --- -S-0.36X - ~� Q r w m - - - - s=-o.z5% - -- _ - Ste- 1.222 .80' - L - 47.45' - 5=0.5ox - - - s=o.zo% - - - _ s-o.21x I S -0.21x S=0.60% - _ _ - - - - - ---- ___- --- - - _ PROPOSED TERUNE PROFILE -,\ PR WEST OWLINE'n to M b1 - i PROPO CEN UNE PR LE OPOSED T FLO NE S -0.07x AT SAWCUTUN u M S--OA4%- - - - - - - - - - - 1 - - - - - - - - - - - - j p 1 u EXISTING MEDIAN w W � OVER CENTERLINE EXI 31ING CEN TERLINE EXISTING MOUND 18+50 19+00 TAPER DATA NO.O1 q STATION OFFSET FROM rL STA. + 4. 59.00 LT. STA. 22+29.50 58.92 LT. STA. 22+34.50 58.69 LT. STA. 22+39.50 58.31 LT. STA. 22+44.50 57.78 LT. STA. 22+49.50 57.09 LT. STA. 22+54.50 56.25 LT. STA. 22+59.50 55.33 LT. STA. 22+64.50 54.42 LT. STA. 22+69.50 53.50 LT. STA. 22+74.50 52.58 LT. STA. 22+79.50 51.67 LT. STA. 22+84.50 50.75 LT. STA. 22+89.50 49.91 LT. STA. 22+94.50 49.22 LT. STA. 22+99.50 48.69 LT. STA. 23+04.50 .31 LT. STA. 23+09.50 48.08 LT. STA. 23+14.50 48.00 LT. TAPER DATA NO.O q STATION OFFSET FROM STA 27+74.59 59.00 LT. STA 27+79.59 58.92 LT. STA. 27+84.59 58.69 LT. STA. 27+89.59 58.31 LT. STA. 27+94.59 57.78 LT. STA 27+99.59 57.09 LT. STA 28+04.59 56.25 LT. STA 28+09.59 55.33 LT. STA. 28+14.59 4.73 RTE, STA. 28+19.59 53.50 LT. STA 28+24.59 52.58 LT. STA. 28+29.59 51.67 LT. STA 8+34.59 50.75 LT. ST 28+39.59 49.91 LT. STA 28+44.59 49.22 LT. STA. 28+49.59 48.69 LT. STA. 28+54.59 48.31 LT. STA. 28+59.59 48.08 LT. STA. 28+64.59 148.00 LT. 368 366 364 362 360 358 356 354 352 20+00 21+00 22+00 23+00 24+00 25+00 26+00 (STA. 21+64.44 TO 29+82.59) SCALE: 1" = 50' HORIZONTAL QrAI F• 1" = z,' VFRTIrAI 27+00 28+00 29+00 30+00 366 364 362 360 358 356 354 352 350 31+00 17+00 TAPER DATA NO.O O OFFSET FROM q STA. 23+04.88 N STA. 23+09.88 7.71 RE STA. 23+14.88 6.38 RT. STA. W 5.95 RT. N M 5.40 RT. O 23+29.88 4.73 RTE, STA. 23+34.88 3.96 RE bo ^ 3.07 RTE, STA. 23+44.88 .07 RT. STA. 23+49.88 jiO CMO 23+54.88 0.15 LT. STA. 10 1.15 LT. STA. 3+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 3+89.88 4.78 LT. STA. 23+94.88 5.00 LT. SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IN OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO � ■ m � ■ m � m ■ � TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. NEI PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. Q� OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'h '/1 EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E Pi no =4_31 ZME111 M IIIIIIIIII M M M m M NEENE1111 ' m M j j d Q j O W >> W 1Lq W >> W W W W art WMW 4� J I W a O J J J W Y W M W W t0 Y� W Z Dtn W to ,QOCAO ZC.9 CC aoca V. N d W tC tC m W n � n WCj 01) M Z M m+ CO O + + m+ g to NAj m F W CIO)N W N N p N N MEDT OVER =N s ai (n CEN NE r- r -p N N f- m a: f- � m a F- w �' � MEDIAN 0 CEN UNE ~� Q r w m I ;acn I PROPOSED TERUNE PROFILE -,\ PROPO CEN UNE PR LE S -0.07x S--OA4%- - - - - - - - - - - 1 - - - - - - - - - - - - EXISTING MEDIAN OVER CENTERLINE EXI 31ING CEN TERLINE EXISTING MOUND 17+00 18+00 E.P. TABLE TAPER DATA NO.O STATION OFFSET FROM q STA. 23+04.88 7.00 RE STA. 23+09.88 7.71 RE STA. 23+14.88 6.38 RT. STA. 23+19.88 5.95 RT. ST +24.88 5.40 RT. STA. 23+29.88 4.73 RTE, STA. 23+34.88 3.96 RE STA. 23+39.88 3.07 RTE, STA. 23+44.88 .07 RT. STA. 23+49.88 0.96 RT. STA. 23+54.88 0.15 LT. STA. 23+59.88 1.15 LT. STA. 3+64.88 2.03 LT. STA. 23+69.88 2.81 LT. STA. 23+74.88 3.47 LT. STA. 23+79.88 4.02 LT. STA. 23+84.88 4.45 LT. STA. 3+89.88 4.78 LT. STA. 23+94.88 5.00 LT. 18+00 E.P. TABLE TAG STATION OFFSET ELEV. ®3 17+97.04 7.19 355.09' ® 17+97.10 1.94 355.20' ®5 18+50.84 2.05 355.30' © 18+50.83 6.44 355.21' ® 19+00.83 6.55 355.34' ® 19+00.82 10.94 355.25' ® 19+50.82 11.04 355.43' ® 19+50.81 15.44 355.35' 31 20+00.81 15.54 355.53' ©2 20+00.80 19.67 355.45' © 20+47.80 19.77 355.62' ® 20+47.79 24.77 355.52' ® 21+63.79 25.00 356.04' 19+00 20+00 21+00 LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE C. CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI PONT OF INTERSECTION ECR 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 P.A.F.L PARKING AREA FLOW UNE 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. ->- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL -a- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. -o- EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 22+00 23+00 24+00 25+00 26+00 W (STA. 21+64.44 TO 29+82.59) m MENNEN SCALE: 1" = 50' HORIZONTAL LEGEND CONT.): SCALE: 1" = 5' VERTICAL '& LEGEND (CONT.) R1-1 FURNISH INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: SECTION -�-� "R1-1" - STOP "R6-1" - ONE WAY *S5-2* END�SCHOOL ZONE - - - - - A SECTION DESIGNATION w "R5-1" - DO NOT ENTER 1 ), 2 MEMENjE "W14-1" - DEAD END "R26(CA)' - NO PARKING " " SF�ET WHERE "R3 -5R' - RIGHT TURN ONLY WI4-2 - NO OUTLET "W1-7" SECTION IS SHOWN - DOUBLE ARROW "R81(C -KEEP RIGHT "W,-6" - SINGLE ARROW "R81(CA)" -BIKE LANE O CURVE NUMBER FOR CURVE DESCRIPTION IL "W3-3" - SIGNAL AHEAD "Wt -1' - CURVE ARROW ® ITEM OF WORK - SEE SCHEDULE -- STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS Fl_OWUNE STATION -SEE TABLE 0 STORM DRAIN MANHOLE - NOTE: H REFER TO SEWER & STORM DRAIN PLANS SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT co m 0) Z STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT mtr CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. � C.O.B. STD. D-14, UNLESS NOTED OTHERWISE ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. s SEWER - REFER TO SEWER & STORM DRAIN PLANS NOTES: ® SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. ® SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. IN OVER 0.95' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO � ■ m � ■ m � m ■ � TRACT BOUNDARY BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. NEI PHASE BOUNDARY 3. ASHE ROAD - PAVEMENT TO BE 0.45' TYPE 'B' A.C. Q� OVER 1.70' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO - - - CENTERLINE BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 'h '/1 EDGE OF PAVEMENT 4. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 0 5. ALL POWER POLES TO BE RELOCATED UNDERGROUND. COORDINATE APPLICATION OF RELOCATION WITH PG&E 27+00 28+00 STANDARD TYPE III BARRICADE PER PER CALTRANS A73C 368 366 364 362 360 358 356 354 352 350 368 368 366 366 364 364 362 362 360 360 358 358 356 356 354 354 352 352 350 29+00 SUNCHASE DRIVE SEE SHEET 5 IIIIWoIN Illi rn 0 MO co �0) 6 co Q M CD 00 z0 :j 1 o W U 000 0 0 I .-- W (p 0E(0 Zm � 1 O _51 > U U6 SUNCHASE DRIVE SEE SHEET 5 N w Y CROOM LANE (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL MENNEN MENE Z W m MENNEN MENEM .M Jz Q MENEEMEN V J w Z MEMENjE J =v0 cc IL o H n z co m 0) Z 3 m (0 � F �-- 0 W ♦-��.,W� IN Mo.. NEI Q� mom 0 Pi no =4_31 ZME111 IIIIIIIIII NEENE1111 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL MENNEN Z W u�m MENNEN .M Jz Q MENEEMEN V J w Z _jcc00 J =v0 cc IL o H n z co m 0) Z 3 m (0 � F �-- 0 W ♦-��.,W� O)o Q� 0 Pi no =4_31 ZME111 IIIIIIIIII NEENE1111 368 366 364 362 360 358 356 354 352 350 12+00 13+00 (STA. 11+40.07 TO 12+80.06) SCALE: 1" = 50' HORIZONTAL CONSTRUCTION NOTES: SCALE: 1" = 5' VERTICAL U1 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 (D INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. O5 CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. O6 CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. j1 SEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 11 RELOCATE SCALE: 1 " = 50' 50' 25' O' 50' 100' 12 PROTECT IN PLACE l.1 ' &G G3 P8 11), Know what's below. Cal! before you dig. Z W u�m .M Jz Q V J w Z _jcc00 J =v0 cc IL o H n z co m 0) Z 3 m (0 � F �-- 0 W ♦-��.,W� O)o Q� 0 IIIIIIIIII Z W N .M Jz Q V J w Z _jcc00 J =v0 cc IL o H n z co m 0) Z 3 m (0 � F �-- 0 W ♦-��.,W� O)o Q� 0 19 ------ -- -- - --i I __ -- -- f � 1 � loo I '" + � � 1co �� N i19.1 I 24 51 1 �I I I I 56 3 1 8 I i i ,C 4520 w -- -- -- 1 V I 23 52I I 55 4 7 F. 01 1 o 8 o S _' I I o g 1 pc�OO�O Ntn N 0,05 U C3 U -._ --. J I Z•"� M CA rr� O _1_ WNN , 'JM ppU s JO 'J M� MSA OfV O�O� t ( 00) ' r------ -- N 21 , I M � M Q M d d M m Mtn l I a 22 53 oN 1 Q �C N54 5Wr- W� a+ o� m ^ TEMPORARY �iv~i 1 `6'� �a �a m� mN `\ aa+o oN ( f o O m O SUMP i N W F- W H TYPE IV (R) o Q m Q �� N l , m ' ^ C. TAIL 5A i TYPE VI man m vt ( ) z i- z a- m Q z a- I I W)i m STA. 20+40.12 C.L.1.00 LT. a 1 1 I z ARROW TYP. wan Wan z m Q N J J Q -, _ _ - ARROW (TYP.) R 1 W ccn m n Wan f _ _ _ _ _ _ _ J _ ~ A C_ - -- -- 10 04 _ _ - I zO _ a cn LL J + �^ mW 00I I o z EXISTING MEDIAN CURB a { EC. ETAIL 27B DETAIL 27B (TYP.) ,,, REMOVE Q T N 11 R26 (CA) SIGN 1 2 TRACT BOUNDARY STRIPE w ta- " ta- ao c~i> TO BE REMOVED FJ- E P STA. 21+63.84 C.L.9.03 LT. "� 12 ' DETAIL 8 (TYP.) EXISTING m N � N R26 (CA) SIGN 11 � I i � J. R26 SIGN 11 N 18 00 00 0+00 W�7 22+00 23+00 24+00 r _ 6+00 27+00 � 28+00 29+00 - 12 ' N 43 9 -- _ ---- ------------------------ C3N ; ______--_-__ __- PA R/W I 9' r 6' I z BLOCK I EXISTING MEDIAN ' WALL CURB TO REMAIN ' I I 17+00 ---I- - -A = PROPOSED TYPE 'B' 77 CURB do GUTTER L2 ' s CONTRACTOR TO VERIFY ' 2% SLOPE PRIOR TO INSTALLATION OF CURB ' AND GUTTER - - ' PA R/W to ' I I rn coo, I 9' I 7 N04N cj ' C) { t- o Q M { _ cS+ to ' BLOCK WALL F { I 1 N I , I COMBINATION SIDEWALK = PROPOSED TYPE 'B' CURB do GUTTER s CONTRACTOR TO VERIFY 2% SLOPE PRIOR TO INSTALLATION OF CURB AND GUTTER I I ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ASHE ROAD STRIPING PLAN END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR (STA. 17+06.09 TO 33+32.60) POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE zSCALE: 1" = 50' HORIZONTAL TOP OF CURB PIVC VARIES Bo EP VARIES °D 'S4-2' - WHEN CHILDREN ARE PRESENT OF VERTICAL CURVE FC FINISH CONCRETE 41' TO 52' POINT ON CURVE FC r SEE TAME PA PROPERTY UNE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT a = FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PROPOSED ran � �7 EDGE OF PAVEMENT MEDIAN CURB MEDIAN PROPM CALTRANS MARKER OR STRIPING DETAIL NUMBER F391 T TEMPORARY CALTRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CALTRANS MARKER OR STRIPING DETAIL NUMBER ��� , . ,,/ MEDIAN CURB PAR/W ' Q ■v LEFT OR RIGHT AS APPLICABLE ,, Civ/ . v�� v�jw CALTRANS TYPE IN B ARROW VARIES 40.80' 2' 5' 1.70' AGG. BASE 0.5' COMPACTED O.G. TO BLOCK hANlll 6, W � 95% RELATIVE DENSITY 0.45' A.C. PAVING WALL i I I z mom 0 ASHE ROAD SECTION I 12 RB 2+ox REMOVE MOST. 2.0% � MEDIAN CURB B STA 21+64.27 TO 24+00.95 I I r 8 SCALE: 1"=10' HORIZONTAL 1 1 , •. , ,, \/ / 1"=5' VERTICAL TI = 8.5 R=8 COMBINATION 1.70' AGG. BASE OAT COMPACTED O.G. TO r SIDEWALK 95% RELATIVE DENSITY a = PROPOSED TYPE 'B' 0.45' A.C. PAVING --j VARIES Z z E CURB & GUTTER 27.20' TO 60.60' 2' 5' ■ a ■im+ CONTRACTOR TO VERIFY ASHE ROAD SECTION a c3' W 2% SLOPE PRIOR TO p STA 24+48.16 TO 25+21.86 ' N INSTALLATION OF CURB AND GUTTER 8 SCALE: J"=10' HORIZONTAL SAN GRIND AND OVERLAY 1= I I fm CURB (MATCH AT t) 2.= / , TI 8.5VERTIC RL 8 1.70' AGG. BASE) I LQV COMPACTED O.G. TO 0.45' A.C. PAVgV 95% RELATIVE DENSITY ASHE ROAD SECTION C STA 24+00.95 TO 24+48.16 $ SCALE: -=10' HORIZONTAL 1�=5 VERTICAL TI = 8.5 R=8 LEGEND: FL ABBREVIATIONS FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR 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 'S4-2' - WHEN CHILDREN ARE PRESENT 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 P.A.F.L. PARKING AREA FLOW UNE - - RIGHT OF WAY �7 EDGE OF PAVEMENT MEDIAN 39 CALTRANS MARKER OR STRIPING DETAIL NUMBER F391 T TEMPORARY CALTRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CALTRANS MARKER OR STRIPING DETAIL NUMBER CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 1500.00' 62.32' 31.16' 272'49" C2 1500.00' 123.77' 61.92' 4!4,V39* C3 1488.00' 27.74' 13.8r 1'0405" LEGEND (CONT.) 7.25' Rt -1 i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 2 ? 'R1-1' - STOP "Wt -7' - DOUBLE ARROW 'R6-1' - ONE WAY "WI -6' - SINGLE ARROW 11111 "R5-1" - DO NOT ENTER 'WI -1" - CURVE ARROW MEDIAN 'R26(CA)' - NO PARKING "0-3" - SIGNAL AHEAD CURB 'R3 -5R - RIGHT TURN ONLY "W3-1' - STOP AHEAD 'R4-7" - KEEP RIGHT "S5-2' - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4-2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END 'S4-3' - SCHOOL "W14-1" - DEAD END "R2-1' - SPEED LIMIT 20 'W14 -Y - NO OUTLET "W9 -2L' - LANE ENDS MERGE LEFT BIKE LANE MARKINGS PER CALTRANS STANDARD A24D AND A24E CALTRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CALTRANS TYPE 1 (10) ARROW �7 CALTRANS TYPE V1 ARROW CALTRANS TYPE VIII ARROW CALTRANS TYPE VII ARROW LEFT OR RIGHT AS APPLICABLE CALTRANS TYPE 111 ARROW LEFT OR RIGHT AS APPLICABLE CALTRANS TYPE 1 (18) ARROW CALTRANS TYPE IN B ARROW LEGEND (CONT.) CALTRANS TYPE Il ARROW LEFT OR RIGHT AS APPLICABLE .•j CALTRANS TYPE II B ARROW STOP 'STOP' MARKING PER CALTRANS STANDARDS AHEAD 'AHED' MARKING PER CALTRANS STANDARDS b 'HANDICAP' MARKING PER CALTRANS STANDARDS 'RR XING' MARKING PER CALTRANS STANDARDS FUTURE CALTRANS STRIPING AND MARKINGS, TYPICAL NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS ALL PERMANENT STRIPING do PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD ALL TEMPORARY STRIPING AND MARKING DESIGNATED WITH (T) SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD, UNLESS OTHERWISE INDICATED. 1.70' AGG. Q45' A.C. BLOCK f I WALL 12. I I I COMBINATION SIDEWALK = PROPOSED TYPE "B" CURB do GUTTER 0 o 7.25' VARIES 75' r m 2 ? V Q 11111 ■ r MEDIAN `3 CURB I v` 0.5' COMPACTED O.G. TO '95% RELATIVE DENSITY ASHE ROAD SECTION F STA 25+20.74 TO 26+33.89 $ SCALE: 1 "=10' HORIZONTAL 1"=5' VERTICAL TI = 8.5 R=8 VARIES 1r TO 33' PROTECT IN PLACE EXIST. MEDIAN CURB VARIES 1.35% TO EXISTING 263% MEDIAN LON COMPACTED O.G. TO s CONTRACTOR TO VERIFY 1.70' AG , BASE 95% RELATIVE DENSITY 2% SLOPE PRIOR TO 0.45' A.C. PAVING INSTALLATION OF CURB ASHE ROAD SECTION AND GUTTER G STA 26+33.89 TO 29+82.59 $ SCALE: 10=10' HORIZONTAL 1"=5' VERTICAL TI = 8.5 R=8 CONSTRUCTION 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 ST -3 O INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. 5O CONSTRUCT TYPE "M" FORMED MEDIAN CURB PER C.O.B. STD. ST -18. fi0 CONSTRUCT ONE-WAY MEDIAN OPENING PER C.O.B. STD. T-8. O7 CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY �8 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OSEE UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. REQUIREMENTS DETAIL ON SHEET 1. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. 11 RELOCATE 12 PROTECT IN PLACE SCALE: 1 " = 50' 50' 25' O' 50' 100' Know what's below. 0111 before you dig. 11111 hANlll