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HomeMy WebLinkAbout1.1-6825 Ph 3 RevSTANDARD 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, 0-16, T-1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE - 0.20' E0.20' TYPE "B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' Q.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.0.6. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. O TO BE INSTALLED O EXISTING ..rte 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 —p— INSTALL STREET UGHT— HOLOPHANE—LVUI 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. STREETUGHT 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 UST 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. 13-1/2 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. rUnderground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 6' WING W/2 /// o I 11/// CENTERLINE STORM DRAIN W - fn mA to 2: 1^ Ki cj�L3 CENTERLINE STORM DRAIN UP CURB AND GUTTER FLOWUNE CURB AND GUTTER SIDEWALK 6' WING I LANDSCAPE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT, NO. 6825 PHASE 3 H A-S,E TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. of PROJECT MAP SCALE: 1"=200' ® SHEET NO. INDEX NOTE: y ,ALL PHASES ► ALL PHASES TO BE GGIN TR GT 9 GIMY6:FAA ISI VV ALL PHASES To BE COWSTWe-M W ORM-1 4 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 SQFT 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 EG NABBREVIATIONS FL FLOWUNE POVC PONT ON VERTICAL CURVE CL CENTERUNE SVC 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 PONT OF COMPOUND CURVATURE PIVC PONT 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 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 & INSTALL STREET UGHT—HOLOPHANE—LVW SERIES PER C O.B. STD. SP7-86-10. A FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. SID. T-19: 'R1-1" — STOP "W1-7" — DOUBLE ARROW 'R6-1" — ONE WAY "W1-6' — SINGLE ARROW "R5-1" — 00 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 T —1_- 22 _ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION p CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE 'B" PER C.O.B. STD. D-1& CONSTRUCT CATCH BASIN TYPE "A' PER C.O.S. STD. S-12. g SEWER — REFER TO E.N.C.S.O. TP, NO. 6567 SEWER & WATER PLANS ® SEWER MANHOLE — REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS ® SEWER CLEANOUT — REFER TO EN.C.S.O. TR. NO. 6567 SEWER Ac WATER PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY — — — — — — TRACT BOUNDARY — PROPOSED EDGE OF PAVEMENT TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH do INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TVT�5 TB�6 FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT 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 0 ITEM OF WORK — SEE SCHEDULE CTION LEM - - - - - A SECTION UNE 1 SECTION IS LOCATED VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE GN 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 do 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 NAiH 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 VIOL IONS OF THOSE ORDINANCES. STAND S, SAND O SIGN JT NCOU TEREEjD DURING CONSTRUCTION SHAPLAL SUBMITTED Tao ORRECT D H D ®T�O REFLECTED ON CORRECTED APPROVED BY: ROGER A. McINTOS R.C.E. 33322 DATE — �A,- L \,A, L !/- / e —/ APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORK19 DIRECTOR REVIEWED BY: —:?S=:= A��/02-7 1 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'0648" 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 & BIOWELL DRIVE 6.91=9 RIYER RE)A& VOGEL WAY 7. &STRIPING PLAN wV151014 "D j P . 1-" qb ApPRNSvED 8'i DATEVAN LEL PACX"P► f,( -F- V1008 EY fl),twill? M. a AM . - �s ml g I i�%jrs- VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE GN 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 do 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 NAiH 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 VIOL IONS OF THOSE ORDINANCES. STAND S, SAND O SIGN JT NCOU TEREEjD DURING CONSTRUCTION SHAPLAL SUBMITTED Tao ORRECT D H D ®T�O REFLECTED ON CORRECTED APPROVED BY: ROGER A. McINTOS R.C.E. 33322 DATE — �A,- L \,A, L !/- / e —/ APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED BY: ASSISTANT PUBLIC WORK19 DIRECTOR REVIEWED BY: —:?S=:= A��/02-7 1 TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'0648" 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 & BIOWELL DRIVE 6.91=9 RIYER RE)A& VOGEL WAY 7. &STRIPING PLAN wV151014 "D j P . 1-" qb ApPRNSvED 8'i DATEVAN LEL PACX"P► f,( -F- V1008 EY fl),twill? STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES: STORM DRAIN NOTES: 15. CONTRACTOR SHPROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE HALL TO CITY Of BAKERSFIELD, PROVIDE PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 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 STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE b 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. a PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. Q STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED 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 INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (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 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. PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED SECTION 39-2.02, ," THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. W PRIOR TO ISSUANCE OF THE PERMIT. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE( 0 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL 8E PG 64-10 PERFORMANCE GRADED CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE NTH THE DETAILED SECTIONS SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE `/ W 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 8 (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. " LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 LAYING SIPHON AND PRESSURE "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARDZ PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. 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 REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO Of THE "GREFJ`IBOOK". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING SECTION 65-1.066, "RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. N THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS o 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 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER.REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR HANDLING OF MATERIALS. ALL PIPE. FITTINGS, SPECIALS AND CASTINGS MUST BE CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND 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 APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM 0-1557. 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 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A UST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE WITH A JONT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REJECTED. REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES TO 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 m DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SANG o ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 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 n o v 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, o () SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS f- SUBDMDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE � Q �t o OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE 1-1 SHALL BE DETERMINED BY THE CITY ENGINEER. 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 , EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF00 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 V of It s SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE 20. OUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND Z o p 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 ¢ - I o REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE _j Q d. CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (OCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, i,� rn FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. w V co 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 PROHIBITED ON THIS PROJECT. _ PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 3. TRENCH BACKFILL 3 w (o ul FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT a - 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 o U) `D 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 � � m. 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 m LLFOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ¢ f 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 m o 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 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 8• THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL THAN NINETY PERCENT (909.) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. LI HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE 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 LIMITS OF CONSTRUCTION. 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 * OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION 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. bz 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 _ N % :i• AND, IF HAUF-WIOTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS c� M , a TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL AND LUMPS OR STONES EXCEEDING THREE 3 INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED JACKED PIPE SHALL BE ``1 a `1 V ' NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE () / 6 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 It 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 THE 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 NTH GROUT OR SAND. THE ENDS OF SPACE HFA 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 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 OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS w THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS a 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. G 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 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 FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT 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. PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. CONFORMS WHEN PAVING OPERATIONS RESUME. IN-SITU MATERIALS. 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, MARKINGS TO BE REMOVED WILL 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 CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE 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 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 LINE AND GRADE AS INDICATED ON 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 THE PLANS. POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE I 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. WHEN 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 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 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 COUPLINGS 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. MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP REDOING IN THE HAUNCH AREAS, AS APPROVAL. 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. 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 SHOVEL -SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. UP TO THE QUARTER POINT OF THE PIPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR 2Ln UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF > TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MAGE 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 w 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 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. 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 SECTION 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 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 BACKFILLABOVE THE VEL OF INITIAL BACKFILL., THE TRENCH MAY BE SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL o LE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED HATH 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 I 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 S-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 H REQUIREMENT OF ASST. ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE ECC BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL STRENGTH THE PRECAST CYLINDER, TAPER, AND D ECC EACH SUCCESSIVE MANHOLE SECTION SHALL 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 BE SETH ABED OF PORAND 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 TL 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 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE 4. ADJUST SURVEY MONUMENT ENCASEMENTS V CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR SAFETY," OF THE STANDARD SPECIFICATIONS. TOLERANCES, R SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON J co STREETS, THE BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF FINISHED SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ch TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S-29. Q SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, THERMOPLASTIC COMPACTION. TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR x W J THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A - co CL C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/QR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. W t PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE I- = Z 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 OFt d 0 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 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 P"" I ~ 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. cc V IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DEUNEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE W No = 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 WALL PROVIDE SURVEYS. a CC 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 WHEN SURVEYS ARE REQUIRED. J m SAME WOK 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 Go PERIOD. 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 WZ 'd CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. Q C w TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NEXT LAYER IS PLACED. Z 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 co V r- 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 IL I- REFLECTIVE TRAFFIC UNE 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 BAKERsnELD STANDARD S-39 RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT o V 1�- TEMPORARY DELINATION 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 be III: W 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.. PERMIT. RELATIVE COMPACTION FOR THE TOP FINISHED 30-, AND SHALL BE DETERMINED BY F- Cc d 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) D1557 AND ONE oc I. I 18. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL TOF THE FOLLOWING D2922 OR D1556. -i (n % HERON, THE GRADING PLANE SHALL CONFORM TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC m n THE FOLLOWING: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE STRIPES & PAVEMENT MARKINGS," O= THE STANDARD SPECIFICATIONS AND THESE SPECIAL S 0 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. c 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 9 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. c 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 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 THERMOPLASTIC MATERIALS SHALL CONFORM TO STATE SPECIFICATION 8010-21C-19. 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 CITY9 SPECIAL PROVISIONS: OF BAKERSFIELD STANDARD DRAWING S-20. W PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR THE STANDARD SPECIFICATIONS. PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLEI- BARRES L AT NTMANHOLE HE GROOVED FOUNDATION UN ATI ON. HALL BE SET ON A 2" MORTAR BED OR SET ON W 0 t _. ��4),�� CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 22'2535" 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' 9000'00" R/W COMBINATION SIDEWALK PROPOSED TYPE 'B" CURB & GUTTER i R/W I Q20' A.C. PA�J 0.45 AGS. :ASE] COMBINATION 1.0' COMPACTED O.G. SIDEWALK 952 RELATIVE DENSITY PROPOSED CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 1'=10' HORIZONTAL 1"=5' VER11CAL TT = 4.5 R=44 358 354 350 346 342 338 334 358 354 350 346 342 338 334 VARDEN DR. SEE SHEET 5 u F H A S E 3 wv� POCOHONTAS LANE BIDWELL DR. LEGEND: SEE SHEET 5 J ABBREVIATIONS p n� 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 PIVC POINT OF INTERSECTION TC TOP OF CURB c o+ 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 Qi FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. SITZ. ST -13. EXISTING SURVEY MONUMENT INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. FURNISH & INSTALL STREET SIGN PER C.O.B. STT). T-1. + FURNISH do 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. ED FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STT). ST -14. 358 354 350 346 342 338 334 358 354 350 346 342 338 334 VARDEN DR. SEE SHEET 5 u F H A S E 3 wv� POCOHONTAS LANE BIDWELL DR. SEE SHEET 5 J "R1-1" - STOP p n� "R6-1' - ONE WAY "WI -6" - SINGLE ARROW Iv?o "WI -1" - CURVE ARROW I N cn J LL: "113-1" - STOP AHEAD I Mae -om "R81(CA)" - BIKE LANE "S4-2' - WHEN CHILDREN ARE PRESENT 0+1�J "S4-3" - SCHOOL "W14-1" - DEAD END ti "W14-2" - NO OUTLET MANHOLE TYPE "A" PER C.O.B. STD. SW -4 J 6 ci W C1 c o+ � I � TR3 TR5 Tg6 o� m I mN (STA. 10+00.00 TO 19+70.00)v1=RT. CURVE SCALE: 1" = 50' HORIZONTAL co N ad M ad d J J J J W W r 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 19+69.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' 'VERTICAL co co W � W d' wtjM J 17+00 18+00 19+00 358 1354 1350 346 342 338 334 i FURNISH do INSTALL TRAFFIC J "R1-1" - STOP "WI -7" - DOUBLE ARROW "R6-1' - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD LL: "113-1" - STOP AHEAD W � N "S5 -Y - 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 m + IA W + is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. W - ei CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER r ® r INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. + a cn SENER MANHOLE - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER h WATER PLANS XISTING OUND BASE OYER OMPAC 8E COMPA5X RELATIVE DENSITY S= -O.32% S=-0.51iX - _ _ -------- -- -- -- -S=O. - - -- -- -- -- -- - -- - --------- -- - -- -- -- cj ROPO NORTH OWUNE SEWER CLEANOUT -REFER TO EN.C.S D. TR. NO. 6567 SEWER do WATER PLANS © INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. cj C' 4i i m W - nil -- -- -An - S=-0.338 a ao STING ND ----------�--- - -- - --+- s-1soX1.80x co <_ w 00N O -- --------- -- - i j W ■ m m m m 0 ILaW PROPOSED SOUTH FLOW NE cc W LoI ; m co �j W Js J w 4 W A aas I ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 19+69.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' 'VERTICAL co co W � W d' wtjM J 17+00 18+00 19+00 358 1354 1350 346 342 338 334 10+00 R1-1 i FURNISH do INSTALL TRAFFIC J "R1-1" - STOP "WI -7" - DOUBLE ARROW "R6-1' - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD J- O0� "113-1" - STOP AHEAD W � N "S5 -Y - 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 is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 3. W - O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER r ® r INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. + J SENER MANHOLE - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER h WATER PLANS + BASE OYER OMPAC 8E COMPA5X RELATIVE DENSITY PER C.O.B.STD. ST -9. 1.2S' cj ® SEWER CLEANOUT -REFER TO EN.C.S D. TR. NO. 6567 SEWER do WATER PLANS © INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 5. cj C' 4i i m W - nil -- -- -An - S=-0.338 a ao STING ND ----------�--- - -- - --+- s-1soX1.80x co <_ w 00N O -- --------- -- - i ■ m m m m 0 TRACT BOUNDARY PROPOSED SOUTH FLOW NE cc 93, LoI ; m co SECTION DESIGNATION: JLLJ Js J CTION LETTER w J W A aas .� SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED 1 I i 10+00 R1-1 i FURNISH do 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 "WI -1" - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "113-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -Y - 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 is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 Tg6 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 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 19+94.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 17+00 18+00 19+00 20+00 a z J 358 354 350 346 342 338 334 I I -G �as 3 CONSTRUCTION NOTES. NOTES: 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 - - CONSTRUCT STORM GRAIN PER CITY STANDARDS 2O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. AND DETAILS. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.45' AGGREGATE ® CONSTRUCT STORM BRAIN 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 TYPE "A" PER C.O.B. STD. 0-14 �4 UNIT STANDARD PLAN R.S.P. A88A-CASE A. PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30 TYPEOVER 0.67 AGGREGATE BASE OVER COMPACTED - g SEWER - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS STANDARD SPECIFICATION PTH-02ALKYD. 4-W-. .G. TO 8E COMPASX RELATIVE DENSITY PT.EDM PER C.O.B STD. ST -9. (25� Q INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPEOVER 0.90' AGGREGATE SENER MANHOLE - REFER TO E.N.C.S.O. TR. NO. 6567 SEWER h WATER PLANS OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE BASE OYER OMPAC 8E COMPA5X RELATIVE DENSITY PER C.O.B.STD. ST -9. 1.2S' ® SEWER CLEANOUT -REFER TO EN.C.S D. TR. NO. 6567 SEWER do 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 WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHL 7 UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) <_ w m� � PHASE BOUNDARY O CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. ■ m m m m 0 TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SCALE: 1"=50' CTION LETTER NOTE, 25 0 50 100 A .� SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED I I -G �as 3 1111111111 1111111 358 354 350 346 342 338 334 330 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 46.92' 29.79' 89'3624' C2 30.00' 47.33' 30.21' 90'2336' C3 30.00' 47.21 30.15' 90'17'14' BERKSHIRE ROAD (STA. 10+00.00 TO 23+22.05) SCALE: 1" = 50' HORIZONTAL GONSTftvA;TED WtTu PHasE t SEE S11EVT 9A" PHASE I "W N i FURNISH & INSTALL TRAFFIC --w, I- r r.,q, fi/1- � 1 BERKSHIRE ROAD (STA. 10+00.00 TO 23+22.05) SCALE: 1" = 50' HORIZONTAL GONSTftvA;TED WtTu PHasE t SEE S11EVT 9A" PHASE I "W rn i FURNISH & INSTALL TRAFFIC � OLD RIVER RD. 'WI -7" - DOUBLE ARROW FL 1 SEE 61 lEET 6 CL CENTERLINE BVC M N -j M d z N POINT OF INTERSECTION > I M mj god C4 °O a!AW> POINT OF COMPOUND CURVATURE W W u oc ac OF VERTICAL CURVE TP W 0 �� FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE zNo GRADE BREAK RGJ y W�p Q 7 I OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY --+- t0 + c -c:�- FURNISH & INSTALL STREET UG HT -5800 LUMEN PER C.O.B. SID. ST -14: -8- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14: M 1+ o Zo W fn+ PER C.O.B. STD. ST -9. 1.2S' �- i '- m+ r 5. ALL CATCH BASINS TO BE 'A' WITH 15' OPENINGS PER C.O.B. STD. 0-14, - ++ - a i WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHL 7 .` EX. STEM PIPE g ; PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) >_ I �+ gm ` �wm wpm mw mmm - N a . , EtST Li M - �n E I I N v I ? Q NN j�lir �tR-�1�1 f- _ 6 — v � v~i O ; IDgtEM W 3 SCALE: 1"=50' NOTE:- C3 W w cTION LETTER S------! 11.51% 1 00 'g' * EX. 16' WATER S$0.25 6 M ALL 50 12,5 21+00 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 22 oa MOO 0 KCS UNLESS OTHERWISE NOTED EX. STEM O PIPES f -� KC. *CONTRACTOR SHALL LOCATE AND CONFIRM EX. P POLE X I UG SBC THE HORIZONTAL AND VERTICAL LOCATION TO BER VED I rn .- Go OF THE EXISTING 16" WATER LINE. WATER a°1 I �._ LINE SHALL BE PROTECTED FROM DAMAGE. R(IPOSED NtIRTH FL(�WUNE I IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL NM COORDINATE WITH THE CITY OF t ' ��• ♦ BAKERSFIELD WATER RESOURCE DEPARTMENT FOR ENCASEMENT OF LINE. FAI DD D D rn i FURNISH & INSTALL TRAFFIC � ABBREVIATIONS 'WI -7" - DOUBLE ARROW FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC M e7 M d BCR BEGIN CURB RETURN PI POINT OF INTERSECTION > I M I � POINT OF COMPOUND CURVATURE W W TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP W FAI DD D D 9+00 10+00 11+00 0 LANDSCAPE LOT mills ff�l 12+00 13+00 14+00 E i all Nil, I� I NA7CHHEE7ISMIG IGum LANDSCAPE AREA EX GROIN COM9MNA7101 SIDEWALJC PROPOSED CURB GUTtER 2:1 MAX UW A.C. PA MATCH EXIS1MrG U'r AM BASE (g�tcOMPAcm O.G. RELAnVE 086W A BERKSHIRE ROAD 4,j SCALE: J"-10' HORIZONTAL 1 -5' VERTICAL Tl - 6 R-44 LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS 'WI -7" - DOUBLE ARROW 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 I W ui I L4 POINT OF COMPOUND CURVATURE -J N 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 y W�p FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. 7 EXISTING SURVEY MONUMENT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY --+- t0 + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -c:�- FURNISH & INSTALL STREET UG HT -5800 LUMEN PER C.O.B. SID. ST -14: -8- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14: M 1+ o Zo W fn+ PER C.O.B. STD. ST -9. 1.2S' �- i '- m+ r 5. ALL CATCH BASINS TO BE 'A' WITH 15' OPENINGS PER C.O.B. STD. 0-14, - ++ - a i WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHL 7 1�9 t 6 UNLESS NOTED OTHERWISE. W ^ .r PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ►•- Qf- r �+ gm �wm wpm mw mmm - vm PHASE BOUNDARY . , EtST Li M - �n E I 1 v I ? Q j�lir �tR-�1�1 f- _ 6 — v � v~i is ; IDgtEM W 5 SCALE: 1"=50' NOTE:- 25 0 50 100 W w cTION LETTER S------! 11.51% 1 s.o.Ix— S$0.25 6 - - - SECTION LINE ALL 50 12,5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED ET SECTION IS LOCATED - - y�NTS o rn .- Go u a°1 m n �._ R(IPOSED NtIRTH FL(�WUNE NM j t ��• ♦ N�M { M a 0 I Z W W W W W W NaW� d d 4 4 d 4 cdW I FQ-O a- HOW a- A I i �- 9+00 10+00 11+00 0 LANDSCAPE LOT mills ff�l 12+00 13+00 14+00 E i all Nil, I� I NA7CHHEE7ISMIG IGum LANDSCAPE AREA EX GROIN COM9MNA7101 SIDEWALJC PROPOSED CURB GUTtER 2:1 MAX UW A.C. PA MATCH EXIS1MrG U'r AM BASE (g�tcOMPAcm O.G. RELAnVE 086W A BERKSHIRE ROAD 4,j SCALE: J"-10' HORIZONTAL 1 -5' VERTICAL Tl - 6 R-44 R1-1 LEGEND: i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: ABBREVIATIONS 'WI -7" - DOUBLE ARROW 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 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 GASKETEO JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SID. ST -13. 7 EXISTING SURVEY MONUMENT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY --+- FURNISH & INSTALL. STREET SIGN PER C.O.B. SID. T-1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SID. T-1. -c:�- FURNISH & INSTALL STREET UG HT -5800 LUMEN PER C.O.B. SID. ST -14: -8- FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.O.B. SID. ST -14: R1-1 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rt -1' - STOP 'WI -7" - DOUBLE ARROW "116-1' - ONE WAY *WI -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 '114-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -Y - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END 0112-1" - SPEED LIMIT 20 "W14-2' - NO OUTLET MANHOLE TYPE "A' PER C.O.B. SID. SW -4. Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT —IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH & INSTALL INTERCONNECT CONDUIT TR3 TR5 Tgs FURNISH & INSTAL SPLICE BOX FOR INTERCONNECT 3. TR3=NO. 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 OA 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 tttylsloN (g - � S � ib APPROVEb By ROf R A. f4elf4r0sill fC 33322 VATS REVIS104 ,APPROVED BY = ' po -qp OFF 929-40 _ 6 10ADANIEL PAPILLAS teiCL- b10o8 6jcP 9 Sog �( 354 350 346 342 338 334 330 I.I-1,paS 3 CONSTRUCTION NOTES: NOTES: ..'fZ TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O1 CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PUNS FOR SEWER PLANS AND DETAILS. -- D CONSTRUCT STORM DRAIN PER CITY STANDARDS O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE ® CONSTRUCT STORM DRAIN BASE OVER 1.0' COMPACTED O.G. TO BECOMPA 95% RELATIVE DENSITY cm MANHOLE TYPE "A' PER C.O.B. SID. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SID. ST -9. ''q " Istr CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. SID. D-14. ® UNIT STANDARD PLAN R.S.P. A88A-CASE A. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 3. BERKSHIRE ROAD -PAVEMENT TO BE 0.30' :8% A.C. OVER 0.67' AGGREGATE BASE OVER44,COMP-ACTMAG. TO BE COMP TED TO 5X RELATIVE DENSITY g SEWER - REFER TO E.N.0 S.D. TR. N0. 6567 SEWER WATER PLANS STANDARD SPECIFICATION PTH-02ALKYD. INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. PER C.O.B. STD. -9. I-25' 0.140 /� ! • OLD RIVER ROAD PAVEMENT TO BE &45' TYP C OVER F.GGREGATE 7 O OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY - ® SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS REMOVE TWO SALVAGE SIGN WITH CONSRUC110N OF ADJACENT PHASE a BASE OVER 4-W OMPAC Q TO BE COMPAC TO 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. 1.2S' ® SEWM7R 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 'A' WITH 15' OPENINGS PER C.O.B. STD. 0-14, CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHL 7 UNLESS NOTED OTHERWISE. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) w �wm wpm mw mmm - vm PHASE BOUNDARY � CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. E a TRACT BOUNDARY Z o� — — PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 5 SCALE: 1"=50' NOTE:- 25 0 50 100 W w cTION LETTER STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC - - - - - SECTION LINE ALL 50 12,5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED ET SECTION IS LOCATED I.I-1,paS 3 mJ N 7 a z w E a Z o� 5 W w 0 lz u a 0 J-7 A S r 3 Z I Z F�J } I Q J yNH W3 >� POINT ON VERTICAL CURVE W W Z Gwoo G >03 + 1 �a ,1 �t POINT OF INTERSECTION V Jol_ END CURB RETURN PRC - POINT OF REVERSE CURVATURE 00 O POINT OF COMPOUND CURVATURE O CV TOP OF CURB 00 �) TOP OF PAVEMENT O N FINISH CONCRETE Fes- N � n /MI G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT J C3 11 - I c3 n -j RADIUS caF4:Im�� ABBREVIATIONS csO V a. Lo I �� O POINT ON VERTICAL CURVE N O N ^ < J 2tic' + 1 JI Oy POINT OF INTERSECTION ON END CURB RETURN PRC - POINT OF REVERSE CURVATURE 00 O POINT OF COMPOUND CURVATURE + POINT OF INTERSECTION TC TOP OF CURB iA i OF VERTICAL CURVE TP TOP OF PAVEMENT N N FINISH CONCRETE _ 1 cn INVERT RCP /MI _ v D-11+0 -S 0'53'12" W 157.58' - I G R; W 36 tn c- 16 N Al ~ 114 K'Kweo4FNrs LEGEND: RADIUS LENGTH ABBREVIATIONS csO V FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENiERUNE SVC 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 SC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB iA i 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 do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EASTiNG SURVEY MONUMENT en lV --+- FURNISH & 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. SiO. ST -14. E�o- FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. R; W 36 tn c- 16 N Al ~ 114 K'Kweo4FNrs POCHEESLN SEEEESHEET 3 VARDEN STRI (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 CURVE TABLE rl A s r RADIUS LENGTH TANGENT csO V Cl C 3 13.70' ti ¢ 1/1 22'25'35" oUpp W1�10 C� Z '_ =1 W 1[f to + +v T � r- adder 35.00' 54.98' 35.00' POCHEESLN SEEEESHEET 3 VARDEN STRI (STA. 10+00.00 TO 11+57.58) SCALE: 1" = 50' HORIZONTAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 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" FUl el_I_ ou A_cc_c rrnQ 29 GGISUSTRI IGT90 91M II TANEG ici v ALL PHASES 'M SE COW StRUX-TM W ©MM N ig � O cc S TR U C TI 0 N NOTES: -M > > O i � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. W W Q. "R1-1" - STOP f a- $ 1 i i i 2 LL: + J i i cQ J--� -4 { 41 iA i 0 T ori i 20��;"1 - i O uj c,o C4 en ulao,22'.' G7 - j ® en lV PROPOSED EAST FLOWLINE tI-'1PL?1 a - 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s d EXISTING I`IGROUND ' a'2� J r O - 3 -- PROPO EASTLOYYLINE _ a I £X 1 S' • N - , --'- C. 4. M i { cn Q /MPR¢VtiE,111 S vy z. i fn SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS I __L 01 PROP WEST FLOWUNE - - -� } - f I INfP�wIENNT PER C.O.B. SiO. ST -9. "WI4-2" - NO OUTLET io E SEWER CLEANOUT -REFER TO EN.C.S.D. TR. NO. 6567 SEWER do WATER PLANS © W 5. f c is _ S=0.51X------------------------------ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W 31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWIUNE TO Fi.OWUNE. SEE DETAIL ON SHE. 7 UNLESS NOTED OTHERWISE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 10+00 11+00 12+00 (STA. 10+00.00 TO 11+69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 10+00 11+00 12+00 (STA. 10+00.00 TO 11+57.54) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 A REVISION APPRam" 9Y: 5.0"R McINt Ace 33322 paTE REvtslom 'TY• 1,a- � �j AMRoveb t *f = br�tE VANtEL PAD%114 aE 0009 C-* 9l3pft8 POCOHONTAS LN. I �+ S71i SEE SHEET 3 J teH A ZN t I YI a O1 <Z.m 8 W. La. � SO I I�J= NO �NDI V j'� �C+V�a�� Z w O Cl -j •- � .- I-- - - - - J -! I -1 J Ln 0 Ln 2 4 W? �; a ' 9 23 +� 00 + I O 0", �P OC>+ ±1 r + CA C I O n N6=7vai , 1 ai R 2 n i sN to - Q aC I n n T 63008 E1LtSt 10+10 6" SEWER 048" SEWER _ Ilht'Rc�ViNt6NtS -I - 11+F00,� - _� - _ 12-100 - `i---- - , 13+0 C2 Cl N 3'12' E 285.16' ---t-- a O N Z � O II� S TR U C TI 0 N NOTES: -M > > FURNISH & INSTALL TRAFFIC i � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. W W Q. "R1-1" - STOP f i $ 1 i N%�+ 2 LL: + R II "WI -6" - SINGLE ARROW _ CONSTRUCT STORM DRAIN PER CITY STANDARDS { 41 iA i 0 T ori i 20��;"1 - 21'il� pc%- uj c,o C4 en ulao,22'.' G7 XIs nmN G OLIN �j ® en lV PROPOSED EAST FLOWLINE tI-'1PL?1 a - 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS -if J uv �ad J r O 1 PROPO EASTLOYYLINE _ a I £X 1 S' • N - , --'- C. 4. M i { cn Q /MPR¢VtiE,111 S vy z. i fn SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS a ; Vi - - -� } w - W �• I PER C.O.B. SiO. ST -9. "WI4-2" - NO OUTLET Q SEWER CLEANOUT -REFER TO EN.C.S.D. TR. NO. 6567 SEWER do WATER PLANS © W 5. f c is _ S=0.51X------------------------------ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W 31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWIUNE TO Fi.OWUNE. SEE DETAIL ON SHE. 7 UNLESS NOTED OTHERWISE 10+00 11+00 12+00 (STA. 10+00.00 TO 11+57.54) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 354 350 346 342 338 334 358 354 350 346 342 338 334 A REVISION APPRam" 9Y: 5.0"R McINt Ace 33322 paTE REvtslom 'TY• 1,a- � �j AMRoveb t *f = br�tE VANtEL PAD%114 aE 0009 C-* 9l3pft8 POCOHONTAS LN. I �+ S71i SEE SHEET 3 J teH A ZN t I YI a O1 <Z.m 8 W. La. � SO I I�J= NO �NDI V j'� �C+V�a�� Z w O Cl -j •- � .- I-- - - - - J -! I -1 J Ln 0 Ln 2 4 W? �; a ' 9 23 +� 00 + I O 0", �P OC>+ ±1 r + CA C I O n N6=7vai , 1 ai R 2 n i sN to - Q aC I n n T 63008 E1LtSt 10+10 6" SEWER 048" SEWER _ Ilht'Rc�ViNt6NtS -I - 11+F00,� - _� - _ 12-100 - `i---- - , 13+0 C2 Cl N 3'12' E 285.16' ---t-- a O N 358 354 350 346 342 338 334 358 354 350 346 342 338 334 II Z � 1 II� S TR U C TI 0 N NOTES: -M > > FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. W W Q. "R1-1" - STOP > i OZ N%�+ 2 LL: + R II "WI -6" - SINGLE ARROW _ CONSTRUCT STORM DRAIN PER CITY STANDARDS { 41 �cot' 0 -- 20��;"1 - 21'il� pc%- + c,o C4 en ulao,22'.' G7 1; X �j COIVSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. ® en lV PROPOSED EAST FLOWLINE tI-'1PL?1 a - 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS -if J uv �ad J ci CA O 1 P'.-- in I C. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.32' AGGREGATE j - - SCHOOL "R2-1" SPEED LIMIT 20 vy z. i fn SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS a ; 18 n1 } w - LLj c; 419 PER C.O.B. SiO. ST -9. "WI4-2" - NO OUTLET Q SEWER CLEANOUT -REFER TO EN.C.S.D. TR. NO. 6567 SEWER do WATER PLANS © W 5. f c is _ S=0.51X------------------------------ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W 31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWIUNE TO Fi.OWUNE. SEE DETAIL ON SHE. 7 UNLESS NOTED OTHERWISE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) mnn IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY �7 ttOPOSED L T FLdWWJNEu4 Ic FURNISH & INSTALL INTERCONNECT CONDUIT a cn cn 358 354 350 346 342 338 334 358 354 350 346 342 338 334 II .d%0 LA- 1 1V •LI\ii%l � 1 II� S TR U C TI 0 N NOTES: -M > > FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. W W Q. "R1-1" - STOP > i j N%�+ > + -� ;o! N I "WI -6" - SINGLE ARROW _ CONSTRUCT STORM DRAIN PER CITY STANDARDS { 41 �cot' 0 -- 20��;"1 - 21'il� pc%- + c,o C4 ulao,22'.' - - RIGHT TURN ONLY - "W3 -i" - STOP AHEAD COIVSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. ® W PROPOSED EAST FLOWLINE tI-'1PL?1 V N�•- 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS -if J uv �ad ci CA R81(CA) - BIKE LANE "W31(CA)" 1 P'.-- in I BIDWELL DRIVE A, (STA. 10+00.00 TO 12+85.16) /''�'� SCALE: 1" = 50' HORIZONTAL l ol I 'A s r 41 10+00 11+00 12+00 (STA. 10+00.00 TO 12+85.16) SCALE: 1" = 50' HORIZONTAL f.n.l r •" •nl .rATYn I 13+00 W Z .d%0 LA- 1 1V •LI\ii%l J cnd S TR U C TI 0 N NOTES: -M > > FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: � TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. W W Q. "R1-1" - STOP > i j i > O -� ;o! N I "WI -6" - SINGLE ARROW _ CONSTRUCT STORM DRAIN PER CITY STANDARDS { 41 �cot' 0 -- "R5-1" - DO NOT ENTER NO PARKING - -c CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. + CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL a m ---i- STIN - -- - - RIGHT TURN ONLY - "W3 -i" - STOP AHEAD COIVSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. ® UNIT STANDARD PLAN R.S.P. A88A-CASE A."R3-5R' PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS PROPOSED EAST FLOWLINE tI-'1PL?1 BERKSHIRE ROAD - MENAC OVER 0.67 AGGREGATE BASE OVER OMPACTED O.G. TO BE COMP 0 95X RELATIVE DENSITY 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS -if J uv STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. SM. ST -9. b A R81(CA) - BIKE LANE "W31(CA)" S4-2 - WHEN CHILDREN ARE PRESENT "S4-3" P'.-- 5 O C. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.32' AGGREGATE j - - SCHOOL "R2-1" SPEED LIMIT 20 vy z. i fn SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE ra - - PER C.O.B. SiO. ST -9. "WI4-2" - NO OUTLET ® SEWER CLEANOUT -REFER TO EN.C.S.D. TR. NO. 6567 SEWER do WATER PLANS © INSTALL END -OF -STREET STANDAR TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TYPE "A" WTH 3.5' OPENINGS PER C.O.B. STD. 0-14, is _ S=0.51X------------------------------ CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W 31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWIUNE TO Fi.OWUNE. SEE DETAIL ON SHE. 7 UNLESS NOTED OTHERWISE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY �7 ttOPOSED L T FLdWWJNEu4 Ic FURNISH & INSTALL INTERCONNECT CONDUIT w _ TRACT BOUNDARY TR3 TR5 FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: i O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB NOTE: i ® ITEM OF WORK -SEE SCHEDULE SECTION LETTER 10+00 11+00 12+00 (STA. 10+00.00 TO 12+85.16) SCALE: 1" = 50' HORIZONTAL f.n.l r •" •nl .rATYn I 13+00 W Z .d%0 LA- 1 1V •LI\ii%l J cnd S TR U C TI 0 N NOTES: a > > FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: O TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. "R1-1" - STOP "WI -7" - DOUBLE ARROW j i -� ;o! N I "WI -6" - SINGLE ARROW _ CONSTRUCT STORM DRAIN PER CITY STANDARDS { 41 La - 0 -- "R5-1" - DO NOT ENTER NO PARKING - -c CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL a m ---i- STIN - -- - - RIGHT TURN ONLY - "W3 -i" - STOP AHEAD COIVSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. ® UNIT STANDARD PLAN R.S.P. A88A-CASE A."R3-5R' PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS PROPOSED EAST FLOWLINE tI-'1PL?1 BERKSHIRE ROAD - MENAC OVER 0.67 AGGREGATE BASE OVER OMPACTED O.G. TO BE COMP 0 95X RELATIVE DENSITY 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS -if J uv STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. SM. ST -9. b A R81(CA) - BIKE LANE "W31(CA)" S4-2 - WHEN CHILDREN ARE PRESENT "S4-3" 5 O C. 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.32' AGGREGATE - END "W14-1" DEAD END - SCHOOL "R2-1" SPEED LIMIT 20 is SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS 10+00 11+00 12+00 (STA. 10+00.00 TO 12+97.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 13+00 358 354 350 346 MEN1S 42 338 334 358 354 350 F. 346 A s IU Ei"ENT 342 338 334 Ri C 0 N S TR U C TI 0 N NOTES: NOTES: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCT TYPE 8 CURB do GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS AND DETAILS. "R1-1" - STOP "WI -7" - DOUBLE ARROW "R6-1" - ONE WAY "WI -6" - SINGLE ARROW - - o CONSTRUCT STORM DRAIN PER CITY STANDARDS O CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE "R5-1" - DO NOT ENTER NO PARKING "WTI -T" -CURVE ARROW "W3-3" SIGNAL AHEAD ® CONSTRUCT STORM DRAIN MANHOLE TYPE "A" PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BASE OVER 1.0' COMPACTED 0. ra95X RELATIiE DENSITY PER C.O.B. STD. ST -9. �, a,s`"R26(CA)" - - RIGHT TURN ONLY - "W3 -i" - STOP AHEAD COIVSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. D-14. ® UNIT STANDARD PLAN R.S.P. A88A-CASE A."R3-5R' PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 3. BERKSHIRE ROAD - MENAC OVER 0.67 AGGREGATE BASE OVER OMPACTED O.G. TO BE COMP 0 95X RELATIVE DENSITY 'R4-7" - KEEP RIGHT "S5-2" - END SCIHOOL ZONE " s SEWER -REFER TO E.N.C.S.O. TR. NO. 6567 SEWER & WATER PLANS STANDARD SPECIFICATION PTH-02ALKYD. PER C.O.B. SM. ST -9. b A R81(CA) - BIKE LANE "W31(CA)" S4-2 - WHEN CHILDREN ARE PRESENT "S4-3" 5 O INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 4. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. OVER 1.32' AGGREGATE - END "W14-1" DEAD END - SCHOOL "R2-1" SPEED LIMIT 20 is SEWER MANHOLE - REFER TO E.N.C.S.D. TR. NO. 6567 SEWER & WATER PLANS OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY - - PER C.O.B. SiO. ST -9. "WI4-2" - NO OUTLET ® SEWER CLEANOUT -REFER TO EN.C.S.D. TR. NO. 6567 SEWER do WATER PLANS © INSTALL END -OF -STREET STANDAR TYPE III BARRICADE PER CALTRANS A73C 5. ALL CATCH BASINS TO BE TYPE "A" WTH 3.5' OPENINGS PER C.O.B. STD. 0-14, is FURNISH INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS WITH W 31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWIUNE TO Fi.OWUNE. SEE DETAIL ON SHE. 7 UNLESS NOTED OTHERWISE PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) IR FURNISH & INSTALL IRRIGATION CONDUIT PHASE BOUNDARY �7 CONSTRUCT 6' COMBINATiKk1i SIDEWALK PER C.0.6. STD. ST -3. Ic FURNISH & INSTALL INTERCONNECT CONDUIT _ TRACT BOUNDARY TR3 TR5 FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SCALE: 1 =50' O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB NOTE: 25 0 50 100 ® ITEM OF WORK -SEE SCHEDULE SECTION LETTER A STRIPING PAVEMENT SHALL BE THERMOPLASTIC - - - - - SECTION LINE ALL AND MARKINGS 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED ��IIIIIIII 358 354 350 346 342 338 334 330 358 354 350 346 342 338 334 330 0 0 E Q N C6 0 0 N a BESEESSHEEET LEGEND: P 1-7 A S r 3 PO SEEE 3 OR. FLOWUNE POVC 4 CL CENTERUNE BVC BEGIN VERTICAL CURVE SHEET ELEVATION EVC END VERTICAL CURVE II 1 i� �' `` BEGIN CURB RETURN PI POINT OF INTERSECTION I I Cl '+2 END CURB RETURN PRC POINT OF REVERSE CURVATURE z x o IRON PIPE °'ate POINT OF COMPOUND CURVATURE ,_ 1 Wks :- zo x Z �a L 47 OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH 1 F« I INVERT RCP �3= + GRADE BREAK RGJ �m_ CLAa FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. sv�Y J�cm l �^ w�_� I SIGN PER C.O.B. STD. T-1. Z�W °° 11 cia -E�o- U 1 I ?moo Y M C> v . II N cn 630Q4 9 o rn ^ CS �- I c ,n O J � o ON LETTER o c0 a A 3 Mo Q I - - - SECTION LINE �3 N �N w N --- M R + m N m NN 5; o S=0.5 % Cl Ln � - _ C3 y W 10 _ - - U9 +1-g L N p - - r- C2 c n I C3 Q 3 3o 1 I I- � W W J c I W J 10 co I 630QQ I d- N I Di 0o U) 11 o1 o, 5 o rn 1 Y Of 11 tom { -Tnt; - + + 1 u� w m c F-IIU1 -'a ml N . . i VOGEL WAY (STA. 10+00.00 TO 12+13.01) SCALE: 1" = 50' HORIZONTAL d d q, > > 358 354 350 346 342 f� 338 334 -------- 10+00 11+00 12+00 (STA. 10+00.00 TO 12+04.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL > J 358 354 350 346 342 338 334 ------ - ----- 330 10+00 11+00 12+00 (STA. 10+00.00 TO 12+04.41) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: CURVE TABLE ABBREVIATIONS CURVE 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 47 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 do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT l FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. -¢-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -a- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -E�o- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. _Z Y M TRACT BOUNDARY I - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: a NOTE: ON LETTER A STRIPING PAVEMENT THERMOPLASTIC - - - - - SECTION LINE ALL AND MARKINGS SHALL BE w of --- M 358 354 350 346 342 338 334 ------ - ----- 330 10+00 11+00 12+00 (STA. 10+00.00 TO 12+04.41) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R BL00t WALL LOT LANDSCAPIE AREA COMBINATION SIDEWALK PROPOSED am do G BLOCK WALL LEGEND: CURVE TABLE ABBREVIATIONS CURVE 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 47 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 do 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. -a- FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. -E�o- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. R BL00t WALL LOT LANDSCAPIE AREA COMBINATION SIDEWALK PROPOSED am do G BLOCK WALL SEE SHEET 9A PHItE I LOT 4.1 1 " , •-1•I,�a1 BLOOc WALL 8.4' LANDSCAPE LOT 0.45' A.C. PAVNiG-- 0.90r AGG. BA 9S RELATIVE 0 W COMPACTED C 1,25► . NQ v OLD RI' SCALE: 1"=l l"=5* TI 9 AL E � x CURVE TABLE -- •- CURVE RADIUS LENGTH TANGENT DELTA Ci 30.00' 46.92' 29.79' 89 36'24" C2 30.00' 47.33' 30.21' 9023'36" C3 20.00' 31.42'An 20.00' 90'00'00" FURNISH 8 INSTALL TRAFFIC SIGNAL CONDUIT IR 47 IC M SEE SHEET 9A PHItE I LOT 4.1 1 " , •-1•I,�a1 BLOOc WALL 8.4' LANDSCAPE LOT 0.45' A.C. PAVNiG-- 0.90r AGG. BA 9S RELATIVE 0 W COMPACTED C 1,25► . NQ v OLD RI' SCALE: 1"=l l"=5* TI 9 AL E � x 2 x )� -- •- 41J� 11 // ��� $� I lJi I I a$� I w II I 'R26(CA)' - NO PARKING / Zo^ "R3 -5R' - RIGHT TURN ONLY ± x a. � w x II J� m �I z0 C4 �+ I cr�� �a� ��,�� "W14-1' - DEAD END 'R2-1" - SPEED LIMIT 20 "W14-2' - NO OUTLET m M Zr7M I .- Nw W " C/ o o1 (n ad 18 InI C�'-'�' 2 1 z< I 22 I + cop U in < r/ r + I I oN co rN 2 �-- < I I + I ^i Y Rt -i 3 � R c~i, ( I 30Q2 I + In W _1 1 � 7 � __ cn IQ R N i' ta- C4 EX 16" WATER INSTALL CONDUIT =. X STEM PIPE EX. STEM PIPE I I FOR IRRIGAl10N ��� 01 -5 EX UG SBC `` "l- o co EX. UG SBC EX. UG OPTIC CABLE THREE SLEEVES 2" I cp + 1A EX UG SBC N N EX. OF PAVEMENT SIZE FOR EACH �� - - - - - 1000 i11+00 112100 13+00 I 4+00 00------ m 2 0 I -1- O U tC o: a: w x 9 F -�I 11 'T° i'r PAVEMEINT -4-4 � _ _ .. _� . � _ __.. � _ .� _ � _. - ------ _�_____ _ U tij-�+ U L.: rp o O Ol _ M N r r Fu-- oo J oJJ w�� -4 Not+ �40� �� �� U� u� ��N • �O ��N '` Omf� omi��ir� m0 �cMpoD �� a000"fac000i WOMia^i �aMom t~nt~n C)f~n(~n a a N NN F-MMaM1+ aMM ~.�- 1 rr .-.• J. -r err +z I zHH �-l- iQ-� zlaH zHF W1<- 1<- <toUl (n (n mcnV! <UfU) WNcn mU1cn ' I All PHA CCC QLD IVER R D-�G�IS�I G:FE STA. 10+00.00 TO 15+15.57) ALL PSR els,r SCALE: 1" = 50' HORIZONTAL I 358 -11 354 350 EOOSTING PAVEMENT 346 342 338 34 330 R1-1 CL ON i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "Rt -1' - STOP 'WI -7" - DOUBLE ARROW "R6-1' - ONE WAY "WI -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 14+68.63 Ts FURNISH 8 INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT IC FURNISH & INSTALL INTERCONNECT CONDUIT Tg3 T15 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 10.301-T. TR3=N0. 3 1/2 SIZE TR5=NO. 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 D SEE SHEET qq PHASE 1, 11+00 12+00 13+00 (STA. 10+00.00 TO 14+94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q �Qt<tISIN7R! �pPRovED gY = RoC*R A. Mc IAIT05H " itCE 53322 DWrE R1rYIsived 1-�-1b Apftvv&p 6y= bR'rf D WIELMILLA 1eLE (0'100>s Exp 9*18 CL ON CONSTRUCTION NOTES: - r 01 CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD. ST -1. - -CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 14+13.63 CONSTRUCT STORM DRAIN to 9.63RT. 14+23.63 MANHOLE TYPE "A' PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 14+58.63 CONSTRUCT CATCH BASIN "A" 14+63.63 UNIT STANDARD PLAN R.S.P. A88A-CASE A. 14+68.63 > ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS J SEWER -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER WATER PLANS - � J 13+74.96 10.301-T. O INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY !$1 SEWER MANHOLE -REFER TO EN.C.S.D. TR. N0. 6567 SEWER 8 WATER PLANS w OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE ® SEWER CLEANOUT -REFER TO EN.C.S D. TR. N0. 6567 SEWER g WATER PLANS INSTALL END -OF -STREET STANDARD TYPE 01 BARRICADE PER CALTRANS A73C CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS J J PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TSIGN FLO SEE DETAIL FROM >,= Z _Z Y M TRACT BOUNDARY I - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: a NOTE: ON LETTER A STRIPING PAVEMENT THERMOPLASTIC - - - - - SECTION LINE ALL AND MARKINGS SHALL BE w of M t SHEET SECTION IS LOCATED m W m 5; S=0.5 % W a M � W W J N w D SEE SHEET qq PHASE 1, 11+00 12+00 13+00 (STA. 10+00.00 TO 14+94.74) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q �Qt<tISIN7R! �pPRovED gY = RoC*R A. Mc IAIT05H " itCE 53322 DWrE R1rYIsived 1-�-1b Apftvv&p 6y= bR'rf D WIELMILLA 1eLE (0'100>s Exp 9*18 14+00 15+00 PER DATA NO. 2 CL ON CONSTRUCTION NOTES: _02 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE 'B' CURB &GUTTER PER C.O.B. STD. ST -1. - -CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 14+13.63 CONSTRUCT STORM DRAIN 14+18.63 9.63RT. 14+23.63 MANHOLE TYPE "A' PER C.O.B. STD. SW -4. O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL 14+58.63 CONSTRUCT CATCH BASIN "A" 14+63.63 UNIT STANDARD PLAN R.S.P. A88A-CASE A. 14+68.63 TYPE PER C.O.B. STD. D-14. ® PAINT 12' LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS g SEWER -REFER TO E.N.C.S.D. TR. N0. 6567 SEWER WATER PLANS 4+83.63 STANDARD SPECIFICATION PTH-02ALKYD. 13+74.96 10.301-T. O INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY !$1 SEWER MANHOLE -REFER TO EN.C.S.D. TR. N0. 6567 SEWER 8 WATER PLANS 13+89.96 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE ® SEWER CLEANOUT -REFER TO EN.C.S D. TR. N0. 6567 SEWER g WATER PLANS INSTALL END -OF -STREET STANDARD TYPE 01 BARRICADE PER CALTRANS A73C CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS VATHFW-31 (CA)WITHR. BA RICADE IS TO GO )UNE _ u ... PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) TSIGN FLO SEE DETAIL FROM >,= PHASE BOUNDARY 07 CONSTRUCT 6' COMBINATION SIDEWAUC PER C.O.B. STD. ST -3. ■ ■ ■ ■ ■ ■ TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: NOTE: ON LETTER A STRIPING PAVEMENT THERMOPLASTIC - - - - - SECTION LINE ALL AND MARKINGS SHALL BE of PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED 14+00 15+00 PER DATA NO. 2 CL ON OFFSET FROM 13+93.6 1293RL 13+98.63 1280RL 14+03.63 24ORT. 14+08.63 1 lNtRT. 14+13.63 10.82R - 14+18.63 9.63RT. 14+23.63 8.18RT. 14+53.63 1.311-T. 14+58.63 2.77L 14+63.63 T- 14+68.63 4.881-T. 14+7163 5.53LT. 14+ .63 5.93LT. 4+83.63 6.061-T. NOTES: 1. SEE SEWER AND WATER PLANS FOR SEWER PLANS ANO DETAILS. 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. M BE COMPACTED M 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. Q "q•' 3. BERKSHIRE ROAD - PAVEMENT M BE 0.30' '� A.0 OVER 0.67' AGGREGATE BASE OVER. P ClE0-O.Q M BE COMP CTED M 95X RELATIVE DENSITY PER C.O.B. STD. ST -9. 1 25' Q ' A " 4. OLD RIVER ROAD - PAVEMENT M BE 0.45 TYPE OVER 0.90' AGGREGATE BASE OVER OMPAC O.G. M BE COMPACTED M 95% RELATIVE DENSITY PER C.O.B. STD.T-9. 25' A 5. ALL CATCH BASINS TO BE TYPE "A" WITH 15' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE 358 354 350 346 342 338 334 330 16+00 TAPER DATA N0. 1 N_ STATION OFFSET 12+69.96 9.00RT. 12+74.96 8.92RT. 12+7.6 8.69RT. +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 6.001-T. 13+54.96 7.171-T. 1 59.96 8.191-T. 13+64. 9.051-T.13+69.96 9.751-T. 13+74.96 10.301-T. 13+79.96 1 9LT. 13+84.96 10.9 13+89.96 1i.m T- 0 StE SHEEf'9A PmE i , SCALE: 1 "=50' 25 0 50 100 50 12.5 IN J_ > U r7 m3 w i ell c of 5; W a N w a 0 I I I I I I I i 22 % 1000 `^ R£NOVE Ett. $ARRteftm WHEM CaNsmv trip* PMSE 3 1 1 ------------------- RIGHT OF WAY LEGEND: — — EDGE OF PAVEMENT ABBREVIATIONS LEFT OR RIGHT AS APPLICABLE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB CAL -TRANS TYPE II ARROW 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 "RR XING" MARKING PER CAL -TRANS STANDARDS FURNISH do INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. 'S4-3" - SCHOOL EXISTING SURVEY MONUMENT 'W14-1" - DEA) END + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH AI INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. SSD. ST -14. E FURNISH A INSTALL STREET UGHT-9500 LUMEN PER C.O.B. SM. ST -14. ------------------- RIGHT OF WAY BIKE LANE MARKINGS PER CAL -TRANS STANDARDS — — EDGE OF PAVEMENT LEFT OR RIGHT AS APPLICABLE MEDIAN CAL -TRANS TYPE 1 (10) ARROW �7 39 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 i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19; ..�� 'Rt -1" - STOP 'WI -r - DOUBLE ARROW LEFT OR RIGHT AS APPLICABLE "R6-1" - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW CAL -TRANS TYPE II ARROW "R26(CA)" - NO PARKING 'W3-3" - SIGNAL MEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD 'STOP' MARKING PER CAL -TRANS STANDARDS "R4-7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE 8, "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "RR XING" MARKING PER CAL -TRANS STANDARDS 'W31(CA)" - END 'S4-3" - SCHOOL 'W14-1" - DEA) END "R2-1" - SPEED LIMIT 20 'WI4-2" - 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. WI -7J+ I � I + I I 1 `♦ �J 1 10 1 11 12 13 1 14 15 1 16 17 ' � � � j v ,,,DETAIL 22 ETAL 22 DETAIL 22 N -DETAIL 22 17100 18+00 19 00 2000 914-nnETAIL 38 i STRIPING PLAN (STA. 10+00.00 TO 23+22.05) SCALE: 1" = 50' HORIZONTAL �1 I \ SEE LFFr Pot ve"mn" \ I ♦ o I o �..D BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE 1 (10) ARROW �7 CAL -TRANS TYPE N ARROW �m CAL -TRANS TYPE VIII ARROW CAL -TRANS TYPE VII ARROW LEFT OR RIGHT AS APPLICABLE ..�� CAL -TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRIMS TYPE 1 (18) ARROW CAL -TRANS TYPE IN B ARROW CAL -TRANS TYPE II ARROW LEFT OR RIGHT AS APPLICABLE CAL -TRANS TYPE h B ARROW STOP 'STOP' MARKING PER CAL -TRANS STANDARDS AHEAD "KNEAD" MARKING PER CAL -TRANS STANDARDS 8, "HANDICAP" MARKING PER CAL -TRANS STANDARDS "RR XING" MARKING PER CAL -TRANS STANDARDS FUTURE CAL -TRANS STRIPING AND MARKINGS. TYPICAL TYPE IV ARROW (TYPICAL)' Z 3 Q � o �^ o:: 3 Lu o O _ 24 00�����_,_ � Q as os N F J J -j M M�n WJ a^ i n o0 N a a uj UJ��o o m CLLI ', C4 R d C9~ +p t+ + C ��N .�. _ TEMPORARY 30 z1,<n N `� 12 _ 04 ins aci a N DETAIL 38 W � W m " �- � � N �-- TYPE IV ARROW a ti '' `n I_LSTOP KK= (TYPICAL),.s )OSTING TEMPORARY zm.. :MAIN C4;n TYPE I ARROW _�_� __.__ DETAIL 9 TO REMAIN (TYPICAL) s N 2 00 _ _ _ a� _ . e _ __ 5 4N85`f r . R-1000.00' _ . ___ . _ _ .. _ _ _ 24 W 228.70 18 F00�"""..-- EXISTING STRIPING L=328.58' )aST1NG TEMPORARY m TO REMAIN T=33.68' TYPE IV ARROW TEMPORARY it A=3'51'31' TO BE REMOVED DETAIL 29 i (TYPICAL) cv XISTING TEMPORARY XISTING TEMPORARY TEMPORARY o DETAIL 9 0- o DETAIL 38 DETAIL 0 9 2 N TO 8E REMOVED � � o TO BE REMOVED c� �' z N R=1000.00' N N z (TYPICAL) )GSTING TEMPORARY a L=328.58' 6 N DETAIL 32' Z2 r- TO BE REMOVED N `n T=16.27' W (TYPICAL) �1'S1 51 = o w BERKSHIRE ROAD EAST OF OLD RIVER ROAD CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD. ST -1. O2 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. ABBiA-CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. OINSTALL 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 FLOWLINE TO FIAWUNE. SEE DETAIL ON SHT. 7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. STRIPING PLAN (STA. 23+22.05 TO 28+00) SCALE: 1" = 50' HORIZONTAL ZL REV ISIm tf 15lzm''�(� APPRavf:p gys ek 14, Me IwTtbtt RCE 33322 v9m WISIbN 71-�j 1 14 FAr-6 .�( APPRdUED 6Y �' bt►'1� DANItL PADILLR ACS 107009 EAP 9lollt A A A A- A - SCALE: 1 "=50' 25 0 50 100 50 12.5 �m f IIII�II