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HomeMy WebLinkAbout1.1-6825 Ph 3a 0 U E n Ln N O N STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1- 800 - 227 -2600. 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. 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. 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. 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. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 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 -11 ST -13, ST -14, ST -15, ST -18, ST -19, D -14, D -16, T -1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED 09) EXISTING 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 <>- INSTALL STREET LIGHT- HOLOPHANE -LWI SERIES PER C.O.B. STD. SP7- 86 -10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C,O.B. STANDARD DETAIL ST -14, STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: 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 7, INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. 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. 10. 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. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW PAVEMENT GRADE. 13. 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. 14, 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. Underground Service Alert 4DCall: TOLL FREE 1 -800- 227 -2600 TWO WORKING DAYS BEFORE DIGGING L cy) Q Lo I^ � 0z L�i.1�Q ?� CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 6825 PHASE 3 D U A n, TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT MAP SCALE: 1"=200' ® SHEET NO. INDEX ' NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 2017 CL. 11 AGG. BASE CUYD 2315 SUBGRADE PREPARATION SQYD 14570 6" CURB AND GUTTER LF 4181 HANDICAP RAMPS EA. 5 DRIVEWAYS SOFT 4320 SIDEWALK SOFT 20802 CROSS GUTTERS EA. - STANDARD STREET NAME SIGNS EA. 4 METRO STREET NAME SIGNS EA. 2 STOP SIGNS EA. 2 5800 LUMEN STREET LIGHTS EA. 8 MONUMENT ENCASEMENTS EA. 6 LOCAL STREET FRONTAGE 2964 LF COLLECTOR STREET FRONTAGE 1222 LF ARTERIAL STREET FRONTAGE 495 LF LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT 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- HOLOPHANE -LWI SERIES PER C.O.B. STD. SP7- 86 -10. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "WI-7" - DOUBLE ARROW "R6 -1" - ONE WAY "WI-6' - SINGLE ARROW "R5 -1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2" - NO OUTLET T O.M. 36322 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION _ _ p CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "8" PER C.O.B. STD. 0 -18. CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S -12. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS 0 SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY TRACT BOUNDARY — PROPOSED EDGE OF PAVEMENT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT !R3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB A� ITEM OF WORK - SEE SCHEDULE SECTION LETTER SECTION LINE SHEET SECTION IS LOCATED VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START Of ANY PHASE OF CONSTRUCTION, THE CITY 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 CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH 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. ANY ERRO IONS, OR VIOLATIONS OF THOSE ORDINANCES, STAND S, AND D "HE T i C�ENCOU COUNTERED DURING CONSTRUCTION PLAI)1S SUBMITTED TO ENGIN�O // REFLECTED ON CORRECTED M% � WHITE N DATE ` ` b z WHITE LN APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS n Uj M R.C.E. NO. 61069 EXP. 12 -31 -14 `t5c z° C X C-) W E T a 150321 �' PANAMA LN REVIEWED BY:'• ARRIS R ASSISTANT PUBLIC WORK DIRECTOR ° o o � � � o z m r 0 o � 0 m m z TAFT HWY o BAKERSFIELD SPORTS )ALLA3E VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START Of ANY PHASE OF CONSTRUCTION, THE CITY 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 CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH 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. ANY ERRO IONS, OR VIOLATIONS OF THOSE ORDINANCES, STAND S, AND D "HE T i C�ENCOU COUNTERED DURING CONSTRUCTION PLAI)1S SUBMITTED TO ENGIN�O // REFLECTED ON CORRECTED REVIEWED BY: ,� /Y( W/Z ? / /!� TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. POCOHONTAS LANE 4. BERKSHIRE ROAD 5. VARDEN STREET & BIDWELL DRIVE 6. OLD RIVER ROAD & VOGEL WAY 7. STRIPING PLAN CL CITY RECORDS NO: II Q �( APPROVED BY: ROGER A. McINTOS R.C.E. 33322 DATE ` ` b CN APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE Uj M R.C.E. NO. 61069 EXP. 12 -31 -14 `t5c z° C X C-) W 150321 �' REVIEWED BY:'• ASSISTANT PUBLIC WORK DIRECTOR ° REVIEWED BY: ,� /Y( W/Z ? / /!� TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. POCOHONTAS LANE 4. BERKSHIRE ROAD 5. VARDEN STREET & BIDWELL DRIVE 6. OLD RIVER ROAD & VOGEL WAY 7. STRIPING PLAN CL CITY RECORDS NO: II Q �( E .4 cc ,T I_ Lf- eI I (_ i a (:': C' r I X IS m I c -y �l cc F- L (: L STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES: STORM DRAIN NOTES: 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE Nor N g o 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED CONTRACT PLANS. O PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (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 REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE', OF THE STANDARD �, Z PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. / PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. w PRIOR TO ISSUANCE OF THE PERMIT. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. 0 Z 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 CD w CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. > ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE 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 � (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, 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 m7 LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. z ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. w CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF "GREENBOOK ". REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO � THE 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING SECTION 65- 1.068, "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. � THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS Q AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH 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 SPEC HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE .< THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 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 AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED j OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. CITY ENGINEER'S REVIEW AND APPROVAL: THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING :: 000 RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE REJECTED. .Z STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHAD_ BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILUNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM 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 rn DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. o N EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT M n o 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER / RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS f- rn � SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE of ¢ 't °m ,n � SHALL BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT O - - O Z a0 o LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE U of qt 20. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND O LL- DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONSTRUCTION SAFETY ORDERS THE PLANS SHALL BE PREPARED AND CERTIFIED BY A , DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE < I ¢ o a o CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN DCP FOR THIS PROJECT TIMES. OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE 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, _::i J ¢ � w v FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 000 OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE _ 3:: o .. m PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 3. TRENCH BACKFILL WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO w co N FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT - 21. STORM WATER POLLUTION PREVENTION 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 a 0 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 o CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) 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 `r FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. m o U THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 22. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS MICH ARE DAMAGED OPEN FOR USE BY PUBLIC TRAFFIC. WHERE GONSIRUC110N OPERATIONS ARE NOT 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER OR INCORRECTLY CUT. b% ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. ` N BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS 2. BORED /JACKED PIPE 2 N % y- AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS w M 5 "' i > a c� ' TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION 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 I d v , WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS 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 _ NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING 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 �" OPERATIONS. COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THEE" IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 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 #, WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS 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 OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS o FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR 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. THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DISPOSAL OF THE CONTRACTOR. DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT IREC EN WHOSE SOLE DUTIES SHALL CONSIST S DIRECTING THE MOVEMENT OF TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF PUBLI C TRAFFI C THROUGH OR AROUND THE WORK. OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE IN -SITU MATERIALS. BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. CONFORMS WHEN PAVING OPERATIONS RESUME. m 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT 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 BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE MARKINGS TO BE REMOVED WLL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. THE PLANS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE 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 THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS 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 USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE TO PUBLI C 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 AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLI NGS SHALL BE AVOIDED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS APPROVAL. MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL-SLICING SLICING E HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL cn z SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR o 65 CONSTITUTE A HAZARD TO TRAFFIC WLL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF > TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 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 AND /OR FACE CLOSURE WITH � PATTERN. 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 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. BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO 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 IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST 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. CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE 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 OLD MESSAGE CANNOT BE IDENTIFIED. 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. 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 AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SEC110N 37, BITUMINOUS SEALS ", RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA- HAMMER WILL NOT BE OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 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 EITHER HER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT CONFORM, IN DESIGN, MATERIALS. AND CONSTRUCTION, TO THE PROVISIONS OF uj IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE 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 < TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN 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 AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD REMOVAL AREA. 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 5 -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STPARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE BE SETH ABED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT BEFORE SUCCEEDING LAYERS ARE PLACED. FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. PLUMB. WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1 /2) FEET OF CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7 -1.09, "PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR 4. ADJUST SURVEY MONUMENT ENCASEMENTS J co SAFETY," OF THE STANDARD SPECIFICATIONS. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR Z TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN _j co Q "THERMOPLASTIC PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90 %) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84 -2, B. REMOVAL AND REPLACEMENT, OR COMPACTION. W TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A - "PAVEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. w < Z PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE F_ _ MARKERS" OF THE STANDARD SPECIFICATIONS. 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 < a O 2 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 11ME REQUIRED FOR ~ QQF TRAFFIC DELINEATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, 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 ~ I G V 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. m i IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE W OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE 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. N cr V ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WIDEN SURVEYS ARE REQUIRED. co �. u SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK 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 < m co PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE PUBLIC WORKS, DIVISION HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS w Z < CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. cc C Q co TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NEXT LAYER IS PLACED. Z cc NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 17. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 0 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET a � W REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT p 0 �- TEMPORARY OELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. 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 BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE < W VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE w L= M REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY 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 PERMIT. C3 t- x a PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) 01557 AND ONE < 0 TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 18. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING D2922 OR D1556. J 9, m STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL THE FOLLOWING: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE o PROVISIONS. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. o TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL 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 Lii U. CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. MARKINGS ". < `� B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE THE FIRST SENTENCE OF SECTION 84 -2.01 "MATERIALS" SHALL BE REVISED TO READ: THE 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 <' THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010- 21C -19. FOOT ABOVE OR BELOW THE GRADE ESTABLI SHED 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, PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS,* AND THESE CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. SPECIAL PROVISIONS: W PAVEMENT MARKERS SHALL BE PLACED NTH RAPID SET EPDXY PER SECTION 95 -2.04 OF MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR I 0) THE STANDARD SPECIFICATIONS. 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 W W KENT -SEAL, IN A GROOVED FOUNDATION. T 2 0 E Q LO 0 0 N 3 i 0 U) N O 0 0 0 i a i 2 a x Ln N 00 Q0 i Q i N O 0 0 Q0 0 e O Li D O rr a_ Vil R/W I 1 I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 13.70' 6.94' 22'25'35" C2 84.00' 197.70' 202.06' 134'51'11" C3 35.00' 54.98' 35.00' 90'00'00" C4 20.00' 31.42' 20.00' 90'00'00" R/W I 1 I I 1 0.20' A.C. PAVING I COf INAl1ON 0.45' AGG. BASE COMBINATION SIDEWALK 1.0' COMPACTED O.G. SIDEWALK 95z RELATIVE DENSITY PROPOSED TYPE "B" CURB & GUTTER CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 11=5'10VERT HORIZONTAL T1 = 4.5 R =44 VARDEN DR. H A 5 r BIDWELL DR. SEE SHEET 5 •I I I I SEE SHEET 5 z 11 11 J 1 n r r� I r I r� I r� I z 11r r_ I r-j I r� I r� I r� U u u I z 11w o cn I I (� Q Q Q Q Q I c:' Q I Q I a Q Q I a I > I I I o > r=Z 3 3 3 3 3 3 3 I 3 13 �� I ENO ►`�a 36 35 34 NN Na W�¢ I W �� ° ° 33 32° �� °31 3p ° ° ° ° °� 1 �Q-� �Z> o W + I _+ + 114 + I _+ Iz> I + + 29 28 + 27 26 N+ N+ w I �Z ?o + � I , , , �O. _ I I I I + 25 moo,_° I 24 Jrn I > I zoo < d a Q d �d i °m Of- Q °^ Q Q Q Q OH UJ 0o° i of in I �N J I I I J aM oocn >c rnN �°+- aci o Cl ► ,n �I JI JI JI JrrQQ3w J� I I I I r J 'n wo I o C i+ Z o+ I L` I L� I I�`' c U c+v I I -j I J I IQ • m I ° ui + -J o o o I W ° c o I .I� ° O I L`I '� �I wI wI3 JI + - f. J I o0 o cn o I o o °o ° ,ri o o I f '� I '� �' o uo I W Cl o+ p o oI o) I SI rn c� o Oo Cl O o Imo d I d I o0 ON N _tl + + O co M NN �I OI pI OI O O ° N O Q cn �^ ci -1 MI Q �I to ,n + +I oI 00 °I cn m ( °'cl -n d 630S1 R 1 �' dl dl c~il Q I �I �� `r°I ^I of d oI I cnr- -N� Q I I I ^I 63007 03 - _ �__ -. - --W.l` _ N1 - N-�- - N - - N1- R'""� - -- 1 _ N _I_ -_ N _ N 2_ <I 10 11 +00 in Q ion ° s S 12+00 - N Oa 14 +0 + -- ' - `♦- - - �- - _ - _ s 15 +00 s 16 +Oa s �]�00;s 18+ 0 19 +00 ro Cl 358 354 350 346 342 338 334 358 354 350 346 342 338 334 r.� 7 - --__ -U1 -- - u 63006 -�� UTI j 2 C-4 o LL C4 C4 N uil J 2 �I "W1 -7" - DOUBLE ARROW o FLOWUNE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW CL N ^OX "W1 -1' - CURVE ARROW NI + OI ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING to BCR t0 "R3 -5R' - RIGHT TURN ONLY j cif JAI END CURB RETURN PRC POINT OF REVERSE CURVATURE dI "S5 -2" - END SCHOOL ZONE I s +10 �I 11 NI 12 POINT OF INTERSECTION TC TOP OF CURB 3� I "S4-3" - SCHOOL I OF VERTICAL CURVE TP TOP OF PAVEMENT I �� � „ zN t��P �Q� Ls °d I °d II �I II Ldl I ~ N FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. iR oz x Q` N I is FURNISH & INSTALL INTERCONNECT CONDUIT o! N I EXISTING SURVEY MONUMENT N I rn c1 o �I C-i 3 i O< p + FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. C oo +I Oj ry +) -<::)- oo a. > Q' ITEM OF WORK - SEE SCHEDULE ^ ( a FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. ^I M N o N N I+ / J UU: NI U :NI w U) Jccl og 4 NI LO LO 7 i �? O� I �� r a� Z°o°o 13 r� °o� Q 13 I r� Q I r. a< 9rn I J Jo0 + 000m ++ w+ 3+ w ++ I W I oo I <�� I oQ Ada I Ada o Q I °Q I oQ I oa mad i O � t > m cn V) I a- En (n ( m En c~il I I I ao u�i ccn I VOC EL WY 358 354 350 346 342 338 334 358 354 350 346 342 338 334 POCOHONTAS LANE T 7 r.� 7 - --__ -U1 -- - u 63006 -�� UTI j 2 .I LL ABBREVIATIONS N uil �I "W1 -7" - DOUBLE ARROW o FLOWUNE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW CL N MI "W1 -1' - CURVE ARROW NI + OI ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING to BCR t0 "R3 -5R' - RIGHT TURN ONLY j cif JAI END CURB RETURN PRC POINT OF REVERSE CURVATURE dI "S5 -2" - END SCHOOL ZONE I s +10 13 11 NI 12 POINT OF INTERSECTION TC TOP OF CURB 3� I "S4-3" - SCHOOL I OF VERTICAL CURVE TP TOP OF PAVEMENT I �� � „ STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET Ls °d I °d I W N In I ~ N FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT QQ POCOHONTAS LANE T 7 LEGEND: 7 - --�-- - -U1 -- - - - -�� UTI j i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T -19: ABBREVIATIONS N "R1 -1" - STOP "W1 -7" - DOUBLE ARROW j FLOWUNE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW CL CENTERUNE BVC BEGIN VERTICAL CURVE "R5 -1' - DO NOT ENTER "W1 -1' - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC POINT OF INTERSECTION TC TOP OF CURB "W31(CA)' - END "S4-3" - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT "W14 -1' - DEAD END 'R2 -1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. iR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT jR3 i-5 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj In_ I- -o 0 L� t0 I cV � N J J Ln + CJL:"i - 16 c� 3 w (V Ui H > CO M !n M a+o a+o ° I � add ( d N N 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 (STA. 10 +00.00 TO 19 +69.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL L 358 354 350 346 342 338 334 �o z -1 O � O 3 l\ d O] M O wvo \\ zrno J + + �OfO � Q Q N N 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 (STA. 10 +00.00 TO 19 +94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: RI -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T -19: ABBREVIATIONS "R1 -1" - STOP "W1 -7" - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW CL CENTERUNE BVC BEGIN VERTICAL CURVE "R5 -1' - DO NOT ENTER "W1 -1' - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 (STA. 10 +00.00 TO 19 +69.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL L 358 354 350 346 342 338 334 �o z -1 O � O 3 l\ d O] M O wvo \\ zrno J + + �OfO � Q Q N N 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 (STA. 10 +00.00 TO 19 +94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 ^ � u .2 TOP OF MANHOLE/TOP OF q.EANOUT ELEVATION CONSTRUCTION NOTES: NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. -- CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8' A.C. OVER 0.45' AGGREGATE ® O CONSTRUCT STORM DRAIN ST -3. BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE "A' PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. UNIT STANDARD PLAN R.S.P. A88A -CASE A. CONSTRUCT CATCH BASIN 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B' A.C. OVER 0.67' AGGREGATE TYPE "A" PER C.O.B. STD. 0-14. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �T 1 �) • s SEWER -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER &WATER PLANS STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. O INSTALL W -3%A) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.90' AGGREGATE ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR, NO. 6567 SEWER & WATER PLANS OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE PER C.O.B. STD. ST -9. SEWER CLEANOUT -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER &WATER PLANS © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM FLOW (CA) SIGN FLO WITH OM SEE DETAIL MARKER. BARRIO BARRICADE IS TO GO UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SCALE: 111 =501 SECTION LETTER NOTE: 25 0 50 100 - - - - - A ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC SECTION LINE ALL 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED � � - G �c� 5 -3 r m U) z 0 w 0 LEGEND: RI -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SM. T -19: ABBREVIATIONS "R1 -1" - STOP "W1 -7" - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW CL CENTERUNE BVC BEGIN VERTICAL CURVE "R5 -1' - DO NOT ENTER "W1 -1' - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC POINT OF INTERSECTION TC TOP OF CURB "W31(CA)' - END "S4-3" - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT "W14 -1' - DEAD END 'R2 -1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT QQ FURNISH &INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. iR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT EXISTING SURVEY MONUMENT jR3 i-5 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE FURNISH &INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -<::)- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SM. ST -14. ITEM OF WORK - SEE SCHEDULE ED FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. SM. ST -14. 358 354 350 346 342 338 334 ^ � u .2 TOP OF MANHOLE/TOP OF q.EANOUT ELEVATION CONSTRUCTION NOTES: NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. -- CONSTRUCT STORM DRAIN PER CITY STANDARDS CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8' A.C. OVER 0.45' AGGREGATE ® O CONSTRUCT STORM DRAIN ST -3. BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE "A' PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. UNIT STANDARD PLAN R.S.P. A88A -CASE A. CONSTRUCT CATCH BASIN 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B' A.C. OVER 0.67' AGGREGATE TYPE "A" PER C.O.B. STD. 0-14. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY �T 1 �) • s SEWER -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER &WATER PLANS STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. O INSTALL W -3%A) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.90' AGGREGATE ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR, NO. 6567 SEWER & WATER PLANS OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE PER C.O.B. STD. ST -9. SEWER CLEANOUT -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER &WATER PLANS © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS FROM FLOW (CA) SIGN FLO WITH OM SEE DETAIL MARKER. BARRIO BARRICADE IS TO GO UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SCALE: 111 =501 SECTION LETTER NOTE: 25 0 50 100 - - - - - A ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC SECTION LINE ALL 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED � � - G �c� 5 -3 r m U) z 0 w 0 � � - G �c� 5 -3 r m U) z 0 w 0 358 354 350 346 342 338 334 330 II -i a o° M C 0 .J ^ C.7 G �- cpN 0 0 O 6 n 11 +00 5 � I I I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 46.92' 29.79' 8936'24" C2 30.00' 47.33' 30.21' 90'23'36" C3 30.00' 47.27' 30.15' 90'17'14" VOGEL WY. SEE SHEET 6 W ��IIQw � cVNO �w � � c oOCt4 I U I ow I HMm I I oJVd °°Oa' z� M M I ad 00 I I I c,io� u I 41ao1 z x u f cv I I c- zrNj tl '<5 �� I I I 6 7 aM+ <JW W8 9 M+ I 10 M+ I 11 a�'�12 Wes° ' 13 I 14 I �A m w w co I U' -1 m V W W J^ V^ = w, Q U U I V Q Q Q I U n I o� F- tJ I co I I I mN a°O• J J I �NI caiaQ7i�o I °qN I +� I ca !`° Ja ciQ If I II 7\) I I I aZ� ( 'o N� I ¢Z� +N d I F-- a a V d � a + I I I n I N° n 3 > 3 ~ f I N ^ I I f N 7 I 63004 > _ - -�- - -�- N 1- -R - -� - 63003 C1 -- -- -- -- - -- - -- - -- i 1 D AIN C2 18 DRAIN � I X. POWER POLE TO BE RELOCATED 13+Oo I �-. 14 ±00 _ 15 +00 _ °0 16 +00 1700 S 89'08'55` E 1522.04' 1$ ±0 19 +00 INTERSECTION��r Q `t EX. 3.5" IRON PIPE STA. 15 +61.65 C.L. BERKSHIRE RD. = EX. 42° STEM PIPE_: \ EX. POWER POLE STA. 10 +00.00 C.L. VOGEL WAY `EX. ELEC. BOX TO BE RELOCATED EX. 12' CIP EX. 18" CIP EX. 12" CIP BERKSHIRE ROAD (STA. 10 +00.00 TO 23 +22.05) SCALE: 1" = 50' HORIZONTAL y v 0 j OLD RIVER RD. %f P SEE SHEET 6 Z II J I Z II z CL � cv a.. a W) \ ai _j cL) w z r, c3j �"co I wom I m® I WWF Q > cif 15 a -i� I <� 16 17 �\ JN zoo I 47 I GJ \ p I m z mN I ON I nN JV O w �+ I c.°, I + EX. STEM PIPE p °o °+ I N N c 0 H n I \\ I N o p z N f I N J I II `v < J =1 = = -R == 3 O N 0 21 +00 *CONTRACTOR SHALL LOCATE AND CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING 16" WATER LINE. WATER LINE SHALL BE PROTECTED FROM DAMAGE. IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF BAKERSFIELD WATER RESOURCE DEPARTMENT FOR ENCASEMENT OF LINE. *EX. 116" WA 23 00 C) VT / E.1/4 COR. SEC. 30, 30/27 FD. KCS CONC. MONT. IN L.H. PER o KCSIB60K- TT3'£, FG�� I EX. STE M PIPET i EX. PO R PoLEJ VEX. i UG SBC TO BE R MOVED DD I D D 9 +00 10+00 11+00 t% 0.51 4.0 LANDSCAPE LOT BLOCK WALL I � yt' Z I 4.15 MA 2. LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED CURB & GU1' 12 +00 13 +00 t 14+00 LEGEND: i FURNISH & INSTALL TRAFFIC W ABBREVIATIONS "W1 -7" - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTAL_ METRO STREET SIGN PER C.O.B. STD. T -1. -o- 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. 12 +00 13 +00 t 14+00 0.30' A.C. PAVN M O �--- A MAX MATCH E)QS11NG 0.67' AGG. BASE 1.0' COMPACTED O.G. T 95X RELATIVE DENSITY A BERKSHIRE ROAD 4 SCALE: 1-=10' HORIZONTAL 1' =5' VERTICAL TI = 6 R =44 R1 -1 I r i FURNISH & INSTALL TRAFFIC W "R1 -1' - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY H 'R5-1" - DO NOT ENTER "Wi -1' - CURVE ARROW II 2:1 MAX 'R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD MATCH E)aS'IING "S5 -2" - END SCHOOL ZONE 'R81(CA)' - BIKE LANE EX (;it0UM0 "W31(CA)' - END r N X GROUND 'R2 -1" - SPEED LIMIT 20 0.30' A.C. PAVN M O �--- A MAX MATCH E)QS11NG 0.67' AGG. BASE 1.0' COMPACTED O.G. T 95X RELATIVE DENSITY A BERKSHIRE ROAD 4 SCALE: 1-=10' HORIZONTAL 1' =5' VERTICAL TI = 6 R =44 R1 -1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1' - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW 'R5-1" - DO NOT ENTER "Wi -1' - CURVE ARROW 'R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD '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 -2" - NO OUTLET MANHOLE TYPE "A" PER C.O.B. STD. SW -4. TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT T$3 T-5 1g6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE 15 +00 16 +00 17 +00 (STA. 10 +00.00 TO 22 +75.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 354 350 346 342 338 334 330 CONSTRUCTION NOTES: NOTES: rJ,Q,MW'2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT TYPE 'B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. - - p CONSTRUCT STORM DRAIN PER CITY STANDARDS 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 CONSTRUCT STORM DRAIN O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY MANHOLE TYPE "A" PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. CONSTRUCT CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.67' AGGREGATE TYPE "A" PER C.O.B. STD. D -14. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY s SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. 0 INSTALL W- 3%A1)1 SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS OF TRACT IF SALVAGE PHASE IS WITH NOT CONSTRUCTED T ADJACENT SIMULTANEOUSLY BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 0 SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D -14, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' HANGS WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHT. 7 UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �■■� ■■�■■� TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SCALE: 1"=50' NOTE: 25 0 50 100 SECTION LETTER SHALL BE THERMOPLASTIC - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED T O U E U) N T) N d 0 N to r` 3 a 0 n U) N 0 0 0 0 s a i 2 a i x i Lo N 00 c i N 0 0 0 0 0 i V) u w 0 it iZ 'No LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT 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. -o- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. H A Z II z 11�1+- J I }J U II �j II o��ZNZ� > - a�co I J� Lo OO O c, O } QO + N+ "+ Q a. N+ Ja3 I o 2JO 3 , J J o dcJ�I �a ' �d �d U U -i Q Ln J I O N cn J ap ta- L� {(") cn 40 cj O N I� O ^ U7 OO +I o ± d' + 0 0 r' I cv l ~ c, l �+ Q +I Q + Q H N N N a ^I N NN 1 (~n R/W 2 - -cn- 8. _ 10 000° C2 - DRAIN C1 p -11 I0 M D z o -S 0'53'12" W 157.58' N - - 12 + QO- II a I I o In Z in o " 0 C3 mn 0 LLI >a I Z II I R 2 - -- J J 630S1 u u TL" � o °oo 0 o I °o WOO N z O O J ++ I E-- I JJ 36 -j _j °O C1 co Z I a� a << of o I o� �inni`°n mcncn 102 ,,=,' , Z�� +_0 +o I-__ __ M ++ L) LLJ cn Lu C/) En d (n N POCOHONTASLN.VARDEN STREET SEE SHEET 3 358 354 350 346 342 338 334 (STA. 10 +00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 22'25'35" C2 84.00' 197.70' 202.06' 134'51'11" C3 1 35.00' 54.98' 35.00' 90ti0'00" ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 358 354 350 346 - 342 338 334 10 +00 11+00 (STA. 10 +00.00 TO 11+69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 12 +00 10 +00 11 +00 12 +00 (STA. 10 +00.00 TO 11+57.54) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "Wt -7" - DOUBLE ARROW "R6 -1" - ONE WAY "WI -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "Wt -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2' - NO OUTLET PHASE BOUNDARY TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT 1a3 TR5 T.R6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT R TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE 358 354 350 346 342 338 334 358 354 350 346 342 338 334 -14.A", 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - o CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN ~ cm MANHOLE TYPE "A" PER C.O.B. STD. SW -4. - CONSTRUCT CATCH BASIN "A" O o TYPE PER C.O.B. STD. D -14. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS 0 SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS O N CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS z PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) C PHASE BOUNDARY ■ ■ � ■ ■ ■ ■ TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SECTION LETTER SECTION LINE SHEET SECTION IS LOCATED POCOHONTAS LN. SEE SHEET 3 1 , off+ °J? I I uj N H o� Of C1 -1 J C] U d 0 0o p to o o r- cs c + + -- °� I � rn ddb n uN\ -T C3 H A r I I Y( I I 11 -j z 11 J I U ti: J�li J � U Q O N 63007 - WJ`o LUco I 1-J r�I r -_ c+ aN+ " -j �`f A 1 24 �cn uN W �i 00 I Z to 2 3 + N < d ~ V I -_� - _ N (n 358 354 350 346 342 338 334 358 354 350 346 342 338 334 s= -0.51 % �l Q +00 6" SEWER 8" SEWER r d ~ cm O - I +- - 11 +00`1 - O o o u- C2 C1 N 53'12" E 285.16' i O N Z z Z u- I C z Ni 2 �- o 11 II J 1T-'- R� cn- c^p) uI R < M wI 30 3`Q o°BOl cli ^I C ml U X ,�0 m 'tea If) I O ci and O� +I W w N + N . `O a,� o 18 QI - -1 aI NI `` F- M Zoe a ;I Q cy, 1 g Lo � o C,; o� �� 20}� �; + �-00 21 =+ m W 3+ I o� 3'n goo m U00� 0- a 000rn ±� I <QQ I I �-.^ OQ 00 �± CJ I O cn >� I in °t- mccnfnn oa C4 m �aa I cidd N I N 0 0 Q Ia En cn I of ci cn BIDWELL DRIV (STA. 10 +00.00 TO 12 +85.16) 11 , 358 354 350 346 342 338 334 358 354 350 346 342 338 334 s= -0.51 % ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY SCALE: 1 = 50 HORIZONTAL to N M O uj O to W M W ui J J W Go W � � J � 358 Lo W O i N 354 I i W 4 EXISTING GROUND, a _T____, i .0. -� 350 -- - - - - -- I - - 346 I f PROPOSED WEST FLOWINE in - -- 342 a 6)' 338 Aj 334 10 +00 11 +00 12 +00 13 +00 (STA. 10 +00.00 TO 12 +85.16) SCALE: 1" = 50' HORIZONTAL 10 +00 11+00 12 +00 13 +00 (STA. 10 +00.00 TO 12 +97.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. rJ INSTALL W-31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWWUNE TO FLOWLINE. SEE DETAIL ON SHE 7 O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 358 354 350 346 342 338 334 NOTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B' A.C. OVER 0.67' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED 25 0 50 00 it O �- X63008' 8" SEWER 13 +00 d ~ cm O Q O o o u- cO10 I o I CD ± I O N Z z Z u- I rn r I J J J �- o U ti cn- c^p) uI En Do • WLd r--� 22 + z rn co J N � m cli I _ r N r m 'tea �w� ci I a F- ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY SCALE: 1 = 50 HORIZONTAL to N M O uj O to W M W ui J J W Go W � � J � 358 Lo W O i N 354 I i W 4 EXISTING GROUND, a _T____, i .0. -� 350 -- - - - - -- I - - 346 I f PROPOSED WEST FLOWINE in - -- 342 a 6)' 338 Aj 334 10 +00 11 +00 12 +00 13 +00 (STA. 10 +00.00 TO 12 +85.16) SCALE: 1" = 50' HORIZONTAL 10 +00 11+00 12 +00 13 +00 (STA. 10 +00.00 TO 12 +97.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. rJ INSTALL W-31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWWUNE TO FLOWLINE. SEE DETAIL ON SHE 7 O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 358 354 350 346 342 338 334 NOTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B' A.C. OVER 0.67' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED 25 0 50 00 it O v/ P0 to N O d ~ cm O Q O o o 0 o Z z Z u- I Z H Q J LU o � U 9 ~ w 000 co W to N m � m �w� ci z W w o°L� . `O N W r m w m a W cc < W m W U a 0 } m v/ Z (n X W z -c Z W mc t =0o � O 9 ~ W co W to N m � m t m z W w O Z . `O m w cc < �C m W > 0- a J co) oa C4 m 0 0 Q a 0 J 0 0 0 J v/ Z _Ma X W w -c Z W mc t =0o � ~ 9 ~ W co W to N m � m t m z W w O Z . `O m d O cc < �C m W > 0- a J co) oa C4 m 0 0 a 0 J 0 0 r I W W I Lo 0) ~ LL 0 358 354 350 346 342 338 334 330 358 354 350 346 342 338 334 330 0 2 0 Q N a C6 0 0 N BERKSHIRE RD. H J r ABBREVIATIONS SEE SHEET 4 FL rA POINT ON VERTICAL CURVE 1 11 1 11 SEX. 3.5" Q� if -t BEGIN VERTICAL CURVE ELEV z° u IRON PIPE m J BCR BEGIN CURB RETURN PI 6 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE Tp w W Y J ° STORM DRAIN MANHOLE FC FINISH CONCRETE Z90: II c�Q REINFORCED CONCRETE PIPE G.B. m I I I cli °O v 63004 N RUBBER GASKETED JOINT QQ cc to EXISTING SURVEY MONUMENT 0-000 � °O L f Co + FURNISH & INSTALL METRO STREET (D 3 \\ N C E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. Q N N En N N Q C1 Lo +0 Di z1� CD r� t+o Q Q� LLI Y arf LAJ W POCOHONTAS DR. SEE SHEET 3 11 ! ' i 0 J + pL �t �2Z o ' uj3 <1 J }� wul ZO� ! p I f) I ° F I Z J I p U O 3 +o N N I + r-- cn 0 O i cn + C3 i -D - C3 I I I 31 I I 630QS I p N + "' � ( 1 + I I- �� I 1 VOGEL WAY (STA. 10 +00.00 TO 12 +13.01) SCALE: 1" = 50' HORIZONTAL 358 354 350 346 342 338 334 330 11+00 12 +00 (STA. 10 +00.00 TO 12 +04.42) SCALE: 1" = 50' HORIZONTAL ` rAI F• 1" = 1(1' VFRTI(`AI 10 +00 11+00 12 +00 (STA. 10 +00.00 TO 12 +04.41) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 330 It 9.0' i _ LANDSCAPE LOT i 2' BLOCK WALL m .4'1 4SF LANDSCAPE AREA COMBINATION SroEWALK PRO OM CURB GUTTER BLOCK WALL R % 8.4' LANDSCAPE , LOT ; 1 Ali LANDSCAPE AREA ' COMBINATKIiI SIDEWALK PROPOSED CURB do GUTTER BLOCK WALL LANDSCAPE LOT I CURVE TABLE LEGEND: RADIUS LENGTH ABBREVIATIONS DELTA FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE Tp TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. M� EXISTING SURVEY MONUMENT 0-000 + 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. STD. ST -14. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. 358 354 350 346 342 338 334 330 It 9.0' i _ LANDSCAPE LOT i 2' BLOCK WALL m .4'1 4SF LANDSCAPE AREA COMBINATION SroEWALK PRO OM CURB GUTTER BLOCK WALL R % 8.4' LANDSCAPE , LOT ; 1 Ali LANDSCAPE AREA ' COMBINATKIiI SIDEWALK PROPOSED CURB do GUTTER BLOCK WALL LANDSCAPE LOT I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 46.92' 29.79' 89'36'24" C2 30.00' 47.33' 30.21' 90'23'36" C3 20.00' 31.42' 20.00' 90100'00" C4 30.00' 47.27' 30.15' 901714" 0 VARIES 0.45 A.C. PAVNGJ 0.90' AM BASE 95% RELATIVE DENSITY � COMPACTED O.G. TO- �� �' A OLD RIVER ROAD 6 ) SCALE: 1"=10' HORIZONTAL 1 " =5' VERTICAL TI = 9 R =44 TAX. 1 2.0% LANDSCAPE AREA COMBINATION SIDEWALK PROPOSED CURB do GUTTER 0.45' A.C. PAVING) I 0.90' AGG. BASE) 95X RELATIVE DENSITY 40 COMPACTED O.G. OLD RIVER ROAD SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL B 11 = 9 R =44 6 0.45' A.C. PAVING) 0.90' AGG. BASE 95% RELATIVE DENSITY COMPACTED O.G P 025, C OLD RIVER ROAD 6 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL 11 = 9 R =44 RI-1 Iu F_ _sue FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP 'WI-7" - DOUBLE ARROW "R6 -1" - ONE WAY 'W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "Wt -1' - CURVE ARROW "R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2" - NO OUTLET (C TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT tR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 rgs Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT U ,i TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE E �q a al} �I< �a z �m 9� O IIY I t 0 m La 2 EXISTING PAVEMENT EXISTING PAVEMENT EXISTING PAVEMENT I� Q� "J II Wow II O II W + i Q O U jI r-ccnn LJ N 00 W N to Z R, -, 3 CA W -- m w C4 EX. 16" WATER) EX. STEM PIPE 1 EX. STEM PIPE _ I 00 A I c�D EX. UG SBC\ o° + 1 EX. EDGE OF PAVEMENT\ 10 #00 _ _ _ 111 +00 12+ °6 co 358 354 350 346 342 338 334 330 rw �cx I 11 _j r o w I a 6 ,� I I w tl l -to wr�� I a u J CL F-: I z II J Q N m n O M 00 cn m Q) cid► -1� i w� w,n+ I Q`�� ^N' m 20 ``+ 22 Lo 1 1 O + ��- 21 to a cn I cn M ui cn ' 7 1 63002 I + I `n R En - -N I i H Q N I 1 FOR IRRIGATION � b � � 1 EX. UG OPTIC CABLE INSTALL CONDUIT ° EX. UG SEC THREE SLEEVES 2" I SIZE FOR EACH EX. UG SBC�1 13 +00 U t 14 +00 O U cG m to n Iu F_ lu F-: Iii ,L a J ml Z i p p JJ JJ .) �+ CJ u: c� �a a N �° 00 DN at00� ce SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS -N o0 O M cc -ce Ij;�F (C AN U(ncn w JJ �-jJ I 11 _j r o w I a 6 ,� I I w tl l -to wr�� I a u J CL F-: I z II J Q N m n O M 00 cn m Q) cid► -1� i w� w,n+ I Q`�� ^N' m 20 ``+ 22 Lo 1 1 O + ��- 21 to a cn I cn M ui cn ' 7 1 63002 I + I `n R En - -N I i H Q N I 1 FOR IRRIGATION � b � � 1 EX. UG OPTIC CABLE INSTALL CONDUIT ° EX. UG SEC THREE SLEEVES 2" I SIZE FOR EACH EX. UG SBC�1 13 +00 U t 14 +00 O U cG m to n Iu F_ lu F-: Iii Iii lu H Z p O M w c� �a a ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS cyl SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS O 01 0_ O M N (C -1J Ld w JJ �-jJ - JJ JJ JJ 6.06LT. A U ,i U (i U li U LL Ztp^ QOM 13 +89.96 �d' �T� co CD �c000 M� too r- Lu 0-000 CD Zco CMI 0_'OMia^i riaDO N^ M M a M M �� M M Q Q N N Q w z1� �QQ�aQ ©aa WIC A(~n L.J(nIn ML CA(~n Q(~ncn w(~nc~n MICA cn OLD RIVER ROAD (STA. 10 +00.00 TO 15 +15.57) SCALE: 1" = 50' HORIZONTAL ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY _1Q,.1" 3U.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - D CONSTRUCT STORM DRAIN PER CITY STANDARDS ® CONSTRUCT STORM DRAIN 12.8ORT. MANHOLE TYPE "A" PER C.O.B. STD. SW -4. 1240RT. CONSTRUCT CATCH BASIN "A" 11.74RT. TYPE PER C.O.B. STD. D -14. s SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER CLEANOUT - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS 1.31 LT. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS 2.77LT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 3.95LT. PHASE BOUNDARY � ■ m � m TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 5.93LT. SECTION LETTER 6.06LT. A -- -- - SECTION LINE 10.69LT. SHEET SECTION IS LOCATED 10 +00 11+00 12 +00 13 +00 (STA. 10 +00.00 TO 14 +94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. OINSTALL W -3%A) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF AADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWLINE. SEE DETAIL ON SHT. 7 O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED 15 +00 TAPER DATA NO.0 q STATION OFFSET FROM CL 13 +93.63 12.93RT. 13 +98.63 12.8ORT. 14 +03.63 1240RT. 14 +08.63 11.74RT. 14 +13.63 10.82RT. 14 +18.63 9.63RT. 14 +23.63 8.18RT. 14 +53.63 1.31 LT. 14 +58.63 2.77LT 14 +63.63 3.95LT. 14 +68.63 4.88LT. 14 +73.63 5.53LT. 14+78.63 5.93LT. 14 +83.63 6.06LT. N OTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. OVER 0.67' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 0.90' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A" NTH 35 OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. 358 354 350 346 342 338 334 330 16 +00 TAPER DATA NO. 0 STATION OFFSET FROM It 12 +69.96 9.00RT. 12 +74.96 8.92RT. 12 +79.96 8.69RT. 12 +84.96 8.3ORT. 12 +89.96 7.75RT. 12 +94.96 7.05RT. 12 +99.96 6.19RT. 13 +04.96 5.17RT, 13 +09.96 4.00RT. 13 +49.96 6.00LT. 13 +54.96 7.17LT. 13+59.96 8.19LT. 13+64.96 9.05LT. 13 +69.96 9.75LT. 13+74.96 10.30LT. 13 +79.96 10.69LT. 13 +84.96 10.92LT. 13 +89.96 11.00LT. SCALE: 1"=50' 25 0 50 100 50 12.5 0 N (D z w w z CD Z w _J U CD z r w cn 0 Q m cn Z 0 cn w a 0 Q I i I I I I Q g I I z I I I I 0 5 6 7 9 L- o, CnN � 12 13 14 15 16 17 W Co I I I I I C I Rt - I I I I I \ 1 � R, -1 — DETAIL 22 4 I +00 DETAIL 22 10 � 11 +00 12 +00 13 +00 DETAIL 22 TYPE IV ARROW (TYPICAL) ~ 14 +00 15 +00 °0 16 +00 17 +00 18 +00 DETAIL 22 DETAIL 22 Cf" J o 19 +00 20 +00 21 +00 ETAIL 38 22 00 `' _ 23 +00 �1� 24 +00 °o - -+ —I `„ W1-7 J J &t p I M O d' CV � M CN I BERKSHIRE ROAD M + STRIPING PLAN � M z� co m m M I (A � (STA. 10 +00.00 TO 23 +22.05) Z ° Z ° ? N a N ���b� SCALE: 1" = 50' HORIZONTAL N(n !nN NN flJ ti / I 18 1 19 20 � 21 � I 2 2 � I I I \ I LEGEND: �� Q ABBREVIATIONS 8" WHITE GORE STRIPE DETAIL 38 ��' FLOWLINE POVC C) CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC 1 a BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC BC 0 -3� PI VC POINT OF INTERSECTION TC TOP OF CURB co 0) _ (L SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE IV ARROW TYPICAL — J I tk 5 00 ^ © FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. J� R, i FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T -1. .-- I Ld ~° W I C) � D z cn J v I I EXISTING STRIPING TO REMAIN >a ra I + o OLD RIVER ROAD I Ww a� I LEFT OR RIGHT AS APPLICABLE c0 O a L J STRIPING PLAN + N EXISTING TEMPORARY z3� "STOP' MARKING PER CAL -TRANS STANDARDS O AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS EMORARY F O z dDIS R�_� a 38 W a w w 50 12.5 TYPE IV ARROW (TYPICAL) EXISTING TEMPORARY G STOP ICAL) ji-DETAIL TO REMAIN i�,f L� TYPE I ARROW TO BE REMOVED (TYPICAL) ------------- - - - - -- RIGHT OF WAY — EDGE OF PAVEMENT MEDIAN 3g CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER RI -1 FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: i 'R1 -1' - STOP 'W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W14" - SINGLE ARROW "R5 -1" - DO NOT ENTER 'W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2" - NO OUTLET NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS STRIPING SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19, UNLESS OTHERWISE INDICATED. J LEGEND: �� Q ABBREVIATIONS 8" WHITE GORE STRIPE DETAIL 38 ��' 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 BC N -3� PI VC POINT OF INTERSECTION TC TOP OF CURB N _ TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE IV ARROW TYPICAL — 22100 23 00�+ _ I _ 2 00 5 00 26 00 © FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. i m l x R, i FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T -1. .-- I R= 1000.00 — �NB5'17'24 "W 228.70' En D z cn FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. I I EXISTING STRIPING TO REMAIN L= 328.58' EXISTING TEMPORARY TYPE IV ARROW CAL -TRANS TYPE III B ARROW o OLD RIVER ROAD I T= 33.68' &3'51'31' TO BE REMOVED LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE II B ARROW (TYPICAL) "=50' YOM STRIPING PLAN I b� EXISTING TEMPORARY TEMPORARY "STOP' MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS DETAIL 38 DETAIL 32 b, "HANDICAP" MARKING PER CAL -TRANS STANDARDS (STA. 10 +00.00 TO 15 +15.57) TO BE REMOVED a 50 12.5 SCALE: 1" = 50 HORIZONTAL (TYPICAL) EXISTING TEMPORARY 0 DETAIL 32 TO BE REMOVED 0 (TYPICAL) .ti ------------- - - - - -- RIGHT OF WAY — EDGE OF PAVEMENT MEDIAN 3g CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER RI -1 FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: i 'R1 -1' - STOP 'W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W14" - SINGLE ARROW "R5 -1" - DO NOT ENTER 'W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2" - NO OUTLET NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS STRIPING SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19, UNLESS OTHERWISE INDICATED. J LEGEND: �� Q ABBREVIATIONS C, 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 PI VC POINT OF INTERSECTION TC TOP OF CURB N OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT © FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. © EXISTING SURVEY MONUMENT + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -o— FURNISH do INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. FURNISH do INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. ------------- - - - - -- RIGHT OF WAY — EDGE OF PAVEMENT MEDIAN 3g CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER RI -1 FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: i 'R1 -1' - STOP 'W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W14" - SINGLE ARROW "R5 -1" - DO NOT ENTER 'W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "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 -2" - NO OUTLET NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS STRIPING SHALL BE STRIPING TAPE (SSP) OR WATERBOURNE PAINT. ALL OTHER STRIPING AND MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19, UNLESS OTHERWISE INDICATED. J EXISTING TEMPORARY DETAIL 9 TO REMAIN 27 +00 -+- - _2��_ coo TEMPORARY �� Q DETAIL 29 C, < - OCU EXISTING TEMPORARY J Lr V DETAIL 9 0C1 N. Li o TO BE REMOVED �� WW " r .f v � < ® L= 328.58' O C/) N c+G N + N N A= 1'51'51" o c~n INSTALL W -3%A) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY Q aVl J" Jv1 EXISTING TEMPORARY DETAIL 9 TO REMAIN 27 +00 -+- - _2��_ coo BERKSHIRE ROAD EAST OF OLD RIVER ROAD STRIPING PLAN (STA. 23 +22.05 TO 28 +00) SCALE: 1" = 50' HORIZONTAL TEMPORARY Q CD DETAIL 29 C, J C.i EXISTING TEMPORARY J Lr � DETAIL 9 6 > ,I TO BE REMOVED a o N uI+ CAL -TRANS TYPE 1 (10) ARROW W tC �E r, aN co R= 1000.00' o ,N,l + ® L= 328.58' N C/) N T= 16.27' �5 d A= 1'51'51" o c~n BERKSHIRE ROAD EAST OF OLD RIVER ROAD STRIPING PLAN (STA. 23 +22.05 TO 28 +00) SCALE: 1" = 50' HORIZONTAL FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL Jr l r m CONSTRUCTION NOTES: BIKE LANE MARKINGS PER CAL -TRANS STANDARDS O1 CONSTRUCT TYPE "B" CURB k GUTTER PER C.O.B. STD. ST -1. Jj' CAL -TRANS TYPE IV ARROW O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LEFT OR RIGHT AS APPLICABLE 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL CAL -TRANS TYPE 1 (10) ARROW UNIT STANDARD PLAN R.S.P. A88A -CASE A. z ® THERMOPLASTIC TIC PAINT PER CALTRANS USPECIFICATIONNPTH CAL -TRANS TYPE A ARROW STANDARD 02 CAL -TRANS TYPE VIII ARROW rJ O INSTALL W -3%A) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CAL -TRANS TYPE VII ARROW LEFT OR RIGHT AS APPLICABLE © INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C CAL -TRANS TYPE III ARROW WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO LEFT OR RIGHT AS APPLICABLE FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 CAL -TRANS TYPE 1 (18) ARROW O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. CAL -TRANS TYPE III B ARROW CAL -TRANS TYPE II ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE II B ARROW "=50' SCALE: STOP "STOP' MARKING PER CAL -TRANS STANDARDS AHEAD "AHEAD" MARKING PER CAL -TRANS STANDARDS 25 0 50 100 b, "HANDICAP" MARKING PER CAL -TRANS STANDARDS "RR XING" MARKING PER CAL -TRANS STANDARDS a 50 12.5 FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL Jr l r m V) z O w a 0