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HomeMy WebLinkAbout1.1-6825 Ph 10 U N 0 6� d- 0 Ln 1 0 n Cn N 0 0 i c� i Ln N 00 Q0 N 0 0 0 V) U D n rml STANDARD NOTES, 1. GEN.. 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 WTHIN 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 our 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 -14, ST -11, ST -13, ST -15, ST -18, ST -19, D -14, D -16, T -1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.45' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.O.B. STD. ST­ 13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. * TO BE INSTALLED @ EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 -�- INSTALL. STREET LIGHT- HOLOPHANE -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. SIREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 --6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON All LOCAL. STTEETS 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 TO INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL f 3-1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL. BED A MINIMUM OF 6" THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL. BE SET 1/40 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 SHALT. BE LOCATED WITHIN SIDEWALK 6" FROM BACK. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. Underground Service Alert Gall: TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE DIGGING LO U) CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 6825 PHASE 1 VESTING TRACT TRACT No. 6536 VACANT LANDS T7 T 1s 1 14 1 13 { 12 { 11 10 Gomm Mow 1 1 1 1 1 I 1 1 I J_ aunt 3 { EVANSBURG AVENUE -- --- - .< - _ �Mow� amms" 4mmmommmommumulb 4� 4� F I t s PARK < I all NOT A PART 3V 6 1 1 1 1 1 I 1 i 1 - •- ---- - - < ! I ! ! 17 I I P INA . w 44 1 40 1 39 1 38 1 37 1 35 1 1 J% { W 1 I I I i 1 I I 1 t w 1 1 a man -- - - ALONDRA DRIVE - - --- _ o . . . . . . . . . . . . N- r 0 a$ r ca r 1 43 1 44 1 40 1 44 1 4z 1 48 1 40 1 00 1 I a0 103 1 34 1 3 6 .:::.. _ _ OGARTY WAY I � 26 25 27 P .� H A 8 E 2 t -- �t 20 1� 6 } BISCAYANE I DRrt= _ __ 3: P N A S TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. PROJECT MAP SCALE: 1' =200' Q SHEET NO. INDEX NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 2915 CL. 11 AGG. BASE CU YD 2076 SUBGRADE PREPARATION SQYD 7640 6" CURB AND GUTTER LF 676:9 HANDICAP RAMPS EA. 11 DRIVEWAYS SOFT 6960 SIDEWALK SQFT 31656 CROSS GU TTERS EA. 1 STANDARD STREET NAME SIGNS EA. 12 METRO STREET NAME SIGNS EA. 2 STOP SIGNS EA. 6 5800 LUMEN STREET LIGHTS EA. 10 MONUMENT ENCASEMENTS EA. 9 SAWCU T LF. 801 LOCAL STREET FRONTAGE 5974 LF ARTERIAL: STREET FRONTAGE 795 LF LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VER11CAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH do INSTALL METRO STREET SIGN PER C.O.B. SM. T -1. -�.� -- FURNISH & INSTALL STREET LIGHT- HOLOPHANE -LVUI SERIES PER C.O.B. STD. SP7- 86 -10. i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1 " - DO NOT ENTER "W1 -1 " - CURVE ARROW "R26(CA)5 - 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 O. - 363.2 TOP OF MANHOLE /TOP OF CLEANOU T ELEVATION D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "B PER C.O.B. SM. 0-18. CONSTRUCT CATCH BASIN TYPE A PER C.O.B. STD. S -12. . g CONSTRUCT SEINER PER E.N.C.S.D. STANDARDS CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. BET. NO. S -7 ® CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. BET. NO. S -5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. SM. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ �■ ■ ■ �� ■ ■ r TRACT BOUNDARY --- ---- -�- -- ---- PROPOSED EDGE OF PAVEMENT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH do INSTALL INTERCONNECT CONDUIT Tea m FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB A ITEM OF WORK - SEE SCHEDULE SECTION LETTER A SECTION LINE 1 SHEET SECTION IS DATED VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3, NO CITY INSPECTIONS HALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAND 5, AND DESIGN CRITERIA ENC UNTERED DURING CONSTRUCTION SH BE CORRE AA$0 CH C�R C110NS REFLECTED ON CORRECTED PL A S SU MIT TO TWA ITl'( EN 1 R. APPROVED BY: ROGER A. McINTOSH R.O.E. 33322 APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED ASSISTANT PUBLIC WbAK S DIRECTOR REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 309 T. 30S.9 R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. fi, PG. 25 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 18 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 r I DATE co 0 rn fn �Cn <� 0 Z © " Uw•d- 0 z U. I J . � d- w co J e- to 0 cn N tl! w Y Q m N d- 0 0 m m D U 0; t� DATE oa � J, W Q 0 1. COVER SHEET 2. NOTES &SPECIFICATIONS 3. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. FOGARTY WAY & BIDWELL DRIVE 6. PERPETUA WAY, BISCAYANE DRIVE & VARDEN STREET 7. OLD RIVER ROAD 8. OLD RIVER ROAD - STRIPING PLAN CITY RECORDS NO: �IIIIIIIII'� V J ca t_ 1 0) x W a. a W z Im 0 I d M b V � W N . w a l mi co C0 W d MIA ■ W. . Z O d 0. 44C Uj W IL 4C Fan I mi W m g 0 T (wig) Y g # fii�► VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE, TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3, NO CITY INSPECTIONS HALL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STAND 5, AND DESIGN CRITERIA ENC UNTERED DURING CONSTRUCTION SH BE CORRE AA$0 CH C�R C110NS REFLECTED ON CORRECTED PL A S SU MIT TO TWA ITl'( EN 1 R. APPROVED BY: ROGER A. McINTOSH R.O.E. 33322 APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 REVIEWED ASSISTANT PUBLIC WbAK S DIRECTOR REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 309 T. 30S.9 R. 27E. ON K.C.S. FILED MAP NO. 7 -1 BK. fi, PG. 25 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 18 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 r I DATE co 0 rn fn �Cn <� 0 Z © " Uw•d- 0 z U. I J . � d- w co J e- to 0 cn N tl! w Y Q m N d- 0 0 m m D U 0; t� DATE oa � J, W Q 0 1. COVER SHEET 2. NOTES &SPECIFICATIONS 3. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. FOGARTY WAY & BIDWELL DRIVE 6. PERPETUA WAY, BISCAYANE DRIVE & VARDEN STREET 7. OLD RIVER ROAD 8. OLD RIVER ROAD - STRIPING PLAN CITY RECORDS NO: �IIIIIIIII'� V J ca J 1 0) x W a. a W z Im 0 H � M b V � W N = mi co C0 W d - W. . Z O d 0. 44C Uj W IL 4C Fan I mi W m g 0 g 1 0) STANDARD NOTES ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES. STORM DRAIN NOTES, 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CiTY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE , 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 M A N PIPE. STORM DRAIN 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 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. PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. STREET RIGHT -OF -WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVEO 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 PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO ISSUANCE OF THE PERMIT. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) CONTRACTOR SHALL PROVIDE TRENCHING N CHING IN ACCORDANCE WI NTH THE DETAILED SECTIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26-OF THE STATE STANDARD SPECIFICATIONS, ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR » _ " " STEAM - REFRIED PAVING ASPHALTS, iN SECTION 92 1.02, GRADES, OF THE STANDARD INSTALLATIONS SHALL MEET CITY STANDARD S-39. �� HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 LAYING SIPHON AND PRESSURE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE "GREENBOOK ". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY 2. BRACING AND SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS SECTION 65- 1.066, RUBBER GASKETED JOINTS , OF THE STANDARD SPECIFICATIONS. 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 LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE WITH A JOINT 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 MD 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 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. PIPE LAYING. N0 PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT 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 ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 19. COMPACTION TINS 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 SHYING, BRACING, SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS 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 SHALL_ BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES C ENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT 20. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE WITH THE ADJOINING PIPE I AND TO PREVENT SUDDEN OFFSETS iN THE FLOW LINE. AS THE DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS 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 CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE "AGGREGATE." OF SECTION 39 -2.02, AGGREGATE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. REGISTERED CIVIL OR STRUCTURAL ENGINEER- HOWEVER USE OF SYSTEMS THAT ARE LE SS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS DEBRIS OF EVERY DESCRIPTION. PiPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS , DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 3. TRENCH WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 21• STORM WATER POLLUTION PREVEN11ON 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING -'- FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN 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 (} U OF 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. C) ADVANCE � PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE 22. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN 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 PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL ARK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE HOUDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY tN PROGRESS, A BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THAN NINETY PERCENT 909'' U (3069) E { ) P TO THIRTY INCHES FROM FINISHED GRADE. WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. 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 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS TITAN TWO SUCH LANES SHALL BE OPEN FOR USE 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 ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS OTHERWISE PERMITTED BY THE CITY ENGINEER. AS NOT TO DAMAGE OR DISTURB THE PiPE OR ITS ALIGNMENT AND GRADE. AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 2. B /JACKED PIPE 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 BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS CTIONS ANO PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE 3 INCHES IN G {) GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING 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 OPERATIONS. TO FORM SMOOTH, TAPERED CONNECTIONS. SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A TOWARD ONE ENO. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE ENO OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED REDOING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE NORMAL 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 LOAD ONLY Y' TIONS JACKING OPERA ANY ADDITIONAL STRENGTH REQUIRED BY BORING / SHALL BE FURNISHED AT THE CONTRACTORS , EXPENSE. DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED DISPOSAL OF THE CONTRACTOR. FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER OR 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 THE CONTRACTOR SHALL. SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF CONFORMS WHEN PAVING OPERATIONS RESUME. IN -SITU MATERIALS. BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. 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 S_ GLINE. 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 NTH CURRENT ACCEPTED PROCEDURES. WATER BANG 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 TIME PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. MERE BL 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 UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION XC THE THE 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 PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAST 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. SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING 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 UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 14. IF THE IN- PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INITIAL BA, CKEILL, "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR 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 BREASTBOAROING 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 TIME 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 COMPAC11ON IS PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL EITHER HER LESS THAN 909 OR MORE THAN 9SX, 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 SUBSEOUENT BACKFILL.. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS AVERAGE WIDTH OF 2 FEET CAN EACH SLOE OF THE BLAST CLEANED TRAFFIC STRIPE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: MATERIAL OR IMPORTED. MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, STANDARD 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 BLAST CLEANED RECTANGULAR AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL 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 BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A SHALL BE CONSiDERED AS INCLUDED iN THE CONTRACT PRICE PAID PER SQUARE FOOT BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET 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 CONTRACTS FROM HIS RESPONSIBILITIES AS PROVIDED iN SECiION 7 -1.09, "PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE ODES NOT MEET THE SPECIFIED SURFACE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF 4, SURVEY MONJJMENT ENCASEMENTS SAFETY," OF THE STANDARD SPECIFICATIONS. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE 8Y EITHER: FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR --- ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84 -2, "THERMOPLASTIC PERMANENT GRADE SHALL BE COMPACTED T o NINETY PERCENT (90 %) RELATIVE ACCORDANCE NTH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. TRAFFIC STRIPES AND PAVEMENT- MARKINGS," OF THE STANDARD SPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR COMPACTION. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SEC110N 85 "PAVEMENT C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. MARKERS" OF THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF TRAFFIC DELINEATION. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMEYS OF GRINDING ARE NORMAL TO THE 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 IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON - STREET AREAS. A MINIMUM OF ONE DAY. OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. BACKFILL TESTING AND COMPACTION TESTING OF BACKFILL MATERIALS AND COMPACTION COMPACTION., " THE MONUMENT WILL BE SET BY THE OTHERS THE OWNER WILL PROVIDE SURVEYS ' SAME WORK PERIOD, AND IN NO CASE LATER THAN 7.30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPERS EXPENSE. SHALL BE IN ACCORDANCE NTH SECTION 19, EARTHWORK AND SECTION 6 -3, "TESTING" OF THE STANDARD SPECIFICATIONS CONTRACTOR SHALL. CAVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE STATE OF CALIFORNIA, � DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. NOT LESS THAN 4 INCHES LONG NOR LESS -THAN 4 INCHES WIDE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) NEXT LAYER iS PLACED. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. CONFORMING TO SECTION 200 -2.2 OF THE "GREENBOOK ". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (OMB) EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED CTED TO THE RELATIVE UBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. N N CONFORMING TO SECTION 2.00 -2.4 OF THE GREENBOOK ALLOWS UP TO 50X OF THE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD 5 -39 RIGHT-OF-WAY. A . UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT ........WHICH VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE REMOVE TEMPORARY DEUNEA11 NN APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT 'TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT {909e) RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PRIG TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 9598 OF MAXIMUM DRY DENSITY. RELATIVE COMPACTION FOR THE TOP FINISHED 30 , AND SHALL BE DETERMINED BY PERMIT. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING 02922 OR D1556. STRIPES &PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AJND THESE SPECIAL THE FOLLOWING: PROVISIONS. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE 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. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALE.. BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW CONFORM TO SECTION 84-2, "THERMO3PLASTTC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND MARKINGS " . LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE 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 SPECIAL PROVISIONS: FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, PAVEMENT MARKERS SHALL. BE PLACED WITH RAPID SET EPDXY PER SECTION 95 -2.04 OF CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY THE STANDARD SPECIFICATIONS. OF BAKERSFIELD STANDARD DRAWING S -20. MANHOLES SHALL BE TYPE "A" FOR PIPES UNDER 48" IN DIAMETER AND TYPE "B" FOR PIPES 48" IN DIAMETER OR LARGER. UNLESS NOTED OTHERWISE. THE BOTTOM MANHOLE BARREL AT THE MANHOLE FOUNDATION SHALL BE SET ON A 2" MORTAR BED OR SET ON KENT -SEAL, IN A GROOVED FOUNDATION. CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA Ct 35.00 13.70 6.94 22.43 C2 84.00 197.70 202.06 134.85 C3 35.00 54.98 35.00 90.00 R/W i I 2. I I COMBINA71ON SDEWALK CURB & G11T1'ER D 0.20' A.Q PAVING -J 0.45' AGG. BASE 1.0' COMPACTED QQ 11 9 5% RELA71VE DEN S TY A LOCAL STREET SECTION \, 3 SCALE: 1 " =10' HORIZONTAL 1' =5' VERTICAL 11 = 4.5 R =44 R/W 1 i i I I caMEANAnoN sIDEwAuc �asEu CURB & aUrr� I W II II }- ?- -� I c.� II _j d tt = -i N > _ I >_ • 1 >- �; 1 >- I >- J 1 >- J . , I i }. I J X II _j I c,.; tt c.; tt tt tt 1" v�4'tLf �' �'� ZtC� M �`' ''''' off` fir. °-��- 1 Wz° v ttOJ oCV Zr ii �� �•t �' met WQCO © pui I � � Z. d� cWi 4 w ° .�- C44 m co as �: ° I° I 1 v I a a coon o o N W- � N+ "+ •rC W W I „t'. 1 I I ate+ N+ N+ Jt c 3 W. w q- _j _j V� c`4 vo CD 92 zwn 9 w 1- LLJ LJ _j _j cc - 7m 510- 9 0 1 m 0 ..� m eC i U �C V �4 J J - ,� V ''z U '` U U W 4- � LL: O cn et a •c cn w w -! J U) 0! (n < • + .. + n _j ka j W LA: I �- I 1.� I t� I W -! J � J O! N � ��'' ao • w '�' `r° n + + '�:4 cn au 1 w I �.,. I , f,,, I °+° + w - ^ w �; done' �',r' -' 'Q� W r �: ¢ °,d° 1 001 001 coo co 1 �' �'` © r� .� co it , �a 1 } • . 1 r I ,ar o� �` v O- i Cn try , .� ao - `O Cl a ru; „ / •c tN pRA ♦ 1 11 +00 M Cl "-3 00 13 +00 --- - -- --�- - _ --- ..-I -_ _ -1 + _ - _ 14+00 gg 15 +00 N C2 s --I �-�- -- -4 _ - - �S_ '48" E 790.00 16+00 17 +00 0 80. SEWER s s - • � s S i i- --� -- - . --}--- - - --�. -- - 1$ 8 SEWER � S s -- -�:: � R� C2 C3 - o i..„ a _ 3 ti.a.. 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(STA. 10 +00.00 TO 17 +90.00) M SCALE: 1" = 50' HORIZONTAL - _ -_- -_ --------------- _ -- ._ ___.. - - -_ __ _ -_ -- -_.__ ___ _ -._- _ -- _ -_- _ -. _. ------ . - -- __. -_ - - -.__ _ -_- - ___ _ _ _ -. -- -- - _ -_ _ __ _ - - -_ -- __ -__ -._ _._. _. __ _ ; W• • • 358 - - = J - - - Y- _T - -W 358 W • ; cn _.__. -- __._ -. _.._ --- -_._ -_ ._.... -- -.... _ _- _ -_.__- -... _ _ __..___. _ . _ -_ _.- __ -._ .. ._ __ _ -.. -_ -_ .__._ _ ._ ._. -.. -- _ _ ------ -. .. _ -. -_ _.. _ -- _ _ - -- -_ _ .___ -... ......... ._ _ - ___.._ __.._ __ ._ .. ._. -_ _. -- __ -. . - ------ - - -- -. . _ _._ -- _.. _ _.__ _ - ._ -_ -- _ ._ _.._ ._ -- ____. __ _ -._ _. _.._. _ _ i W ef' , 354 -- -r - - -- - - -- - + + 354 to + ----------- -- • i 5 1 , r e : E TING G NO y ...... .. - ----- - V i V F tt"'L 4 -_ _---- - - -__- -_- _____- ____ __ __ __ _ _ -_ __ _ ___.__ -__ -_- ___ __- _ - __ -_ _ ___ __ _ _ -- _ --------- _ -_- _- ___ _ _ _ _ ___ _.. _ _ __ -___- ___ _____ -___ -_ -- _ ______ _ - - _ __ _ _ ____ __ _ _ - -_ _ -. _ _ _.__ - -__ _,_ _ _ _ __ -_ __ __ ____.______ __ - -___ _ _ -_ _ - -_ ____ - - -_ _ _ _ -_ -__. - ; - 350 _- __ _ _ _ _ _ �- - : 350 cj j .. _ _ _ - __ . __- _ _. _ -_ - - _ _ __ _ _ _ _- - .._._ ____ _ _ -_ _ __ __ __ _. ____ .. _ _ _ _ _ -_ _ __ _, _ __ _ _- _ _ -_ _ _ _ _. _- - _ _ _ _ _ - -_ _._ _ __ _ __ _ _ ._ -_ . _ -. _ _ -- ._... _ ....... _ __ _ -_ __- : • t : - .21� S�0.20� ; _ .- - 345 S 0 = 345 :- 5 .57 -- - - -- - -- -- - - _ -- -- - -- -- - - - - -- - - -- - - - - - - - - -- _ - - -- - - -- - -- - - - - - - - - - -- -- - - -- - - - -- - -- -- - - -- - - - - - - - - - - f s- PROPOSED NORTH FLOWLIN 342 -- - -- - - - - - - ` - -- - - - - - - -- - _- - - - - - ` ' - 342 338 � - - - -- �- - -- - - - - -- - -- - -- -__ - _ -- - - -- o �- - -i� -- - - -- 335 334 - - - 334 : m M L L- : , : : • V Ui --------- ----- ------- --------- ------- --- ---- ---- ------------------ - -- ----- - ----------- --- ------- f -------- - - ­----­--------- - --- -------- .. ..... ......... --- ------- -- f t , F � CL 10 +00 11+00 cniz © 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 (STA. 10 +00.00 TO 18 +14.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS "W1 -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 PI VC POINT OF INACTION 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 & INSTAL_ SURVEY MONUMENT PER C.O.B. STD. ST -13. 0 EXISTING SURVEY MONUMENT 4 + r. 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 & INSTALL STREET UGHT- -5800 LUMEN PER C.O.B. STD. ST -14. -o- FURNISH do INSTALL STREET UGHT- -9500 LUMEN PER C.O.B. STD• ST -14. I W II II }- ?- -� I c.� II _j d tt = -i N > _ I >_ • 1 >- �; 1 >- I >- J 1 >- J . , I i }. I J X II _j I c,.; tt c.; tt tt tt 1" v�4'tLf �' �'� ZtC� M �`' ''''' off` fir. °-��- 1 Wz° v ttOJ oCV Zr ii �� �•t �' met WQCO © pui I � � Z. d� cWi 4 w ° .�- C44 m co as �: ° I° I 1 v I a a coon o o N W- � N+ "+ •rC W W I „t'. 1 I I ate+ N+ N+ Jt c 3 W. w q- _j _j V� c`4 vo CD 92 zwn 9 w 1- LLJ LJ _j _j cc - 7m 510- 9 0 1 m 0 ..� m eC i U �C V �4 J J - ,� V ''z U '` U U W 4- � LL: O cn et a •c cn w w -! J U) 0! (n < • + .. + n _j ka j W LA: I �- I 1.� I t� I W -! J � J O! N � ��'' ao • w '�' `r° n + + '�:4 cn au 1 w I �.,. I , f,,, I °+° + w - ^ w �; done' �',r' -' 'Q� W r �: ¢ °,d° 1 001 001 coo co 1 �' �'` © r� .� co it , �a 1 } • . 1 r I ,ar o� �` v O- i Cn try , .� ao - `O Cl a ru; „ / •c tN pRA ♦ 1 11 +00 M Cl "-3 00 13 +00 --- - -- --�- - _ --- ..-I -_ _ -1 + _ - _ 14+00 gg 15 +00 N C2 s --I �-�- -- -4 _ - - �S_ '48" E 790.00 16+00 17 +00 0 80. SEWER s s - • � s S i i- --� -- - . --}--- - - --�. -- - 1$ 8 SEWER � S s -- -�:: � R� C2 C3 - o i..„ a _ 3 ti.a.. C ■ , D• - - - C4 C4 tz _j O a ,,.y ">1 o f o f 01 I "I �;1 „I .I a + rt- I < a cv M tl cc a; ,N I p 1 o 1 p c, p W O } W ♦ (� .d. N Om cd � G1I qd- J :1 �,.� � Z Iri W - .='�tl � J � 1 1 u- . r -� r- • � ': �± "J J �„� � L4 Cl }_,■ act J.' o i 1 N i , f- 11 �c `�° `r°+°, 1 0 Cl 0 I Cl ui . W _ .�' �. a ,� N ca o >- N cn I >- Q to Sri I co 3 -•-1 41 o c cj'o + �' _ + !_ + C4 Le) �' • J + m c c,�,+ � +„ , �± �± - L.i.� U Q,, I - lit �- �- e- i- e- M I � LiJ 1 ca of � �.�.. c:�cn z a � 1 I 1 I a o 1 q Q w <cn I 1 1v~iv~i 1 omctic- n� I PERPETU A WY. BIDWELL DR. SEE SHEET 6 SEE SHEET 5 . (STA. 10 +00.00 TO 17 +90.00) M SCALE: 1" = 50' HORIZONTAL - _ -_- -_ --------------- _ -- ._ ___.. - - -_ __ _ -_ -- -_.__ ___ _ -._- _ -- _ -_- _ -. _. ------ . - -- __. -_ - - -.__ _ -_- - ___ _ _ _ -. -- -- - _ -_ _ __ _ - - -_ -- __ -__ -._ _._. _. __ _ ; W• • • 358 - - = J - - - Y- _T - -W 358 W • ; cn _.__. -- __._ -. _.._ --- -_._ -_ ._.... -- -.... _ _- _ -_.__- -... _ _ __..___. _ . _ -_ _.- __ -._ .. ._ __ _ -.. -_ -_ .__._ _ ._ ._. -.. -- _ _ ------ -. .. _ -. -_ _.. _ -- _ _ - -- -_ _ .___ -... ......... ._ _ - ___.._ __.._ __ ._ .. ._. -_ _. -- __ -. . - ------ - - -- -. . _ _._ -- _.. _ _.__ _ - ._ -_ -- _ ._ _.._ ._ -- ____. __ _ -._ _. _.._. _ _ i W ef' , 354 -- -r - - -- - - -- - + + 354 to + ----------- -- • i 5 1 , r e : E TING G NO y ...... .. - ----- - V i V F tt"'L 4 -_ _---- - - -__- -_- _____- ____ __ __ __ _ _ -_ __ _ ___.__ -__ -_- ___ __- _ - __ -_ _ ___ __ _ _ -- _ --------- _ -_- _- ___ _ _ _ _ ___ _.. _ _ __ -___- ___ _____ -___ -_ -- _ ______ _ - - _ __ _ _ ____ __ _ _ - -_ _ -. _ _ _.__ - -__ _,_ _ _ _ __ -_ __ __ ____.______ __ - -___ _ _ -_ _ - -_ ____ - - -_ _ _ _ -_ -__. - ; - 350 _- __ _ _ _ _ _ �- - : 350 cj j .. _ _ _ - __ . __- _ _. _ -_ - - _ _ __ _ _ _ _- - .._._ ____ _ _ -_ _ __ __ __ _. ____ .. _ _ _ _ _ -_ _ __ _, _ __ _ _- _ _ -_ _ _ _ _. _- - _ _ _ _ _ - -_ _._ _ __ _ __ _ _ ._ -_ . _ -. _ _ -- ._... _ ....... _ __ _ -_ __- : • t : - .21� S�0.20� ; _ .- - 345 S 0 = 345 :- 5 .57 -- - - -- - -- -- - - _ -- -- - -- -- - - - - -- - - -- - - - - - - - - -- _ - - -- - - -- - -- - - - - - - - - - -- -- - - -- - - - -- - -- -- - - -- - - - - - - - - - - f s- PROPOSED NORTH FLOWLIN 342 -- - -- - - - - - - ` - -- - - - - - - -- - _- - - - - - ` ' - 342 338 � - - - -- �- - -- - - - - -- - -- - -- -__ - _ -- - - -- o �- - -i� -- - - -- 335 334 - - - 334 : m M L L- : , : : • V Ui --------- ----- ------- --------- ------- --- ---- ---- ------------------ - -- ----- - ----------- --- ------- f -------- - - ­----­--------- - --- -------- .. ..... ......... --- ------- -- f t , F � CL 10 +00 11+00 cniz © 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 (STA. 10 +00.00 TO 18 +14.31) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL (STA. 10 +00.02 TO 17 +89.98) SCALD: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6-1" - ONE WAY "WI-6" - SINGLE ARROW uj "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD O ¢ II, J W "R81 (CA)" - BIKE LANE "W31 (CA)" - END "S4 -3" - SCHOOL 358 . _ -_ _ -- __- __ -, - -_ J _ ._. _ _,_. -... J - - -- - -- - _..- .- __- ____.. - - _.__ -_ _ _ -._ _. _ _. __ __ _._._...- ------ ._ -_ -_ _._ .__ -- __ -_.__ _._... _____ __.- _ __. '-� , , W __._. __ ___ _ _..._.--- ___ -._ _._ __._..__ -_ -_ _.__._ __._._ _ -_ _ -_ _ -...._ _ .__ -.- _ ..__ _.__._._ -- -_ -- _.. ___ ._.____ _....__ -_.__ _ -._ _ ....- _.-- ._- .___.. -... _ .. __._ -_ __ - -_._ .- _ _ - -.._ - - - -- __._ .__- .._.- __._ -- _.__.___.- _.__., ___._.__ -__ _ ___.___._ -_ .., _.. ___ .... ...... ... .... ___ -, -.. _ -_ -- .__. _ _. -._ _ _.__ -, _ - -� -. -. _ _ -_ _ _ -- _ • - .- , IR _ _ . - 358 -- �� 5 IR6 • , 5 Z - J _ --- - -_..._- W- ___ .__ -.. -- -_ -. --.._ -- - - -_- ...- ..---. __ _ . __ _..._.. _.------ -.-- -_- - --.._._ -__ _ --. .._ -- _ __ _. _. -.. --- _.. _. -.. __ ..- ___ -. .._._- _ __ -_ -..... _.__._ _. _..._...-_ -- .._..- --_.. _.__ -- __ -_ -_ .._ -_ ___ -- . _ _..__. _ _. ._ -- --.. __. _ __ . -- -_ _ . _...._. __- ..... - ___.. . _ -- -.. ..- _ .... . ...... ._.___ -._ . -.._ j O _ CARVE NUMBER FOR CURVE DESCRIPTION ALONG CURB --------- - TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB co ,d. . . ........ ITEM OF WORK - SEE SCHEDULE 354 0 , 4 + r. - 5 350 • '- -� - �----- - - - - -- - -. - -- - - - - -- ----- , -� --�� - - J c� cr o.. - -t a - - ' ------ - - - - -- - - -- -- - - - - -- __. - - -- - - - �1' uj EXISTING (MOUND o - - -- -- - - - - - - - - -- c, '� - - - - -- - - - - -- r- v - � - 3J{� • W _ _ ._ _ __ . _ _ _------------ . _ .._ _ _ _- _ _ ._ __ ._ ___._. . _.__. ,. ...___ __.___ -_ � - -� _ - i - - _ _ _ Vic_ __Y_. y� _ ...__'_-_.'t _ . ._. _ _.may.,_._ y`� y�r,�,_ �.._ �� _ _ _may, - 4 5� S-0 WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO S CI.5 _ - _ ; FROM FLOW LINE TO FLOWLINE. SEE DETAIL ON SH T. 7 346 s =. 2.83 1 F -0.4s mmm - -- -- -- -- --� PROPOSED EDGE OF PAVEMENT 1 346 342 u, , ' PROPOSED SOUTH FLOININE 1 SCALE: 1"=50' M 342 A : �. LOCAL DEAPSRIN E ON AT r SECTION LINE > SIFT SECTION IS LOCATED ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC , •338 CATCH B f __ UNLESS OTHERWISE NOTED 338 W Lu , W J 334 r ....... . ... . : ...... -- ---- ---- ---- -------- . ......... . ................ .............. . ..... . . ... ..... . .. . ......... ......... ----- - --- -- ...334 _ 5 .......... . - ------ ,,. ..... , -- -- - ------------------- -- - --- --- ------ - - ­­ - ------------- .. .......... . ..... ­ ... . .... .. ....... . : 10 +00 --- - ------ - -- - ---------- ------ - ---- - ----- 11+00 12 +00 . ...... ----------- - ---- ----- -------- --- - - - ------ ....... . ... ...... ... .... ... ....... --------- ---- - ----------- - - -------- .............. .... . ........ . ------- - - --------- - ------ . ..... . ........ . ..... .... - - -- - -- --------------------- 13 +00 14 +00 15 +00 16 +00 17 +00 ---------- ­­ .... . .... ....... . .... .. - - ------ 18 +00 (STA. 10 +00.02 TO 17 +89.98) SCALD: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6-1" - ONE WAY "WI-6" - SINGLE ARROW "R5-1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31 (CA)" - END "S4 -3" - SCHOOL "W14 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "W14 -2" - NO OUTLET 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" ABC. OVER 1.32' AGGREGATE .m FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT -- �� 5 IR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO■ 3 1/2 SIZE TR5 --NO. 5 SIZE TR6=NO. G SIZE 1 CARVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE (STA. 10 +00.02 TO 17 +89.98) SCALD: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION N OTE�: - NOTES: . - TOP OF MANHOLE/TOP � CLEANtX1T ELEVATION 1 CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS - - D STORM MAIN LINE 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. AND DETAILS. 2• LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 SEE SEDER AND TORN ST RAID MANHOLE S DRAIN PLANS, STORM D BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 959 RELATIVE DENSITY 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. .SEE SEDER AND STORK DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" ABC. OVER 1.32' AGGREGATE 4 PAINT 12 LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY - • g SANITARY SEWER LINE STANDARD SPECIFICATION PTH02- ALKYD. PER C.O.B. STD. ST -9. � SEE SEWER AND STORM DRAIN PLANS, SEINER MANHOLE � CONSTRUCT 1T WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12 ". " , , 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D -14, INSTALL W-31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. 0 SEE SEWER AND STORM DRAIN PLANS SEWER CLEANOUT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRICT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO PHASE BOUNDARY FROM FLOW LINE TO FLOWLINE. SEE DETAIL ON SH T. 7 ■ ■ �� ■ ■ ■■ ■ ■ TRACT BOUNDARY $ CONSTRUCT fi' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -- -- -- -- --� PROPOSED EDGE OF PAVEMENT SECTION DESIGNA_ SCALE: 1"=50' EC11ON LETTER A NOTE: 25 0 50 100 ________�_ SECTION LINE SIFT SECTION IS LOCATED ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12.5 PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERWISE NOTED U o Q0 N d- 0 N Ln n 0 cn 0 CD co i .o i Ln 00 Q 0 0 o 0 i U W 0 n a l 358 354 350 346 342 338 334 _ PERPETUA WY. SEE SHEET fi i illl iii ��ir1 � � • VARDEN ST. SEE SHEET fi ALONDRA DRIVE (C-TA 91 u -7Z -7 A TA f)9 -L 9 A CC.N BIDWELL DR. SEE SHEET 5 gzallplij 358 354 350 346 342 338 334 I ut uu i i -- uu [C� t 1 %XT vu 1 TT vu I vT v%i I%, I vv I I I vv 9+00 10+00 11 +00 12+00 13+00 14+00 LEGEND: _1sT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBR EVI ATIQb! S "W1 -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 lNl ERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC TOP OF CURB IR OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. --- FURNISH do INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. - -- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. SM. ST -14. 13+00 14+00 15 +00 16 +00 (STA. 11 +73.67 TO 21+05.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 17 +UU .2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _1sT. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "RS -1" - ONE WAY "WI -G" - SINGE 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 - -- - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT TS IR FURNISH & INSTALL IRRIGATION CONDUIT SEC11ON LINE 1 FURNISH & INSTALL INTERCONNECT CONDUIT is IH3 -R5 T86 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE 15 +00 16 +00 (STA. 11 +73.67 TO 21+05.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 17 +UU .2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - D STORM DRAIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE C1 SEE SANER AND STORM DRAIN PLANS, CATCH BASIN 31.42 SANITARY SEWER LINE 90.00 SEE SEWER AND STORM DRAIN PLANTS, SEWER MANHOLE SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY - -- - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTIONN LETTER A SEC11ON LINE 1 ET SECTION IS LOCATED 1 d +uu 1 vt Uu lu-r uu L1-tuu CONSTRUCTION NOTES: O1 CONSTRUCT TYPE "8" CURB do GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5! COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD SAN R.S.P. A86A —CASE A O4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PtH02— ALKYD. OCONSTRUCT 12' MADE tXtaSS GUTTER PER C.O.B. SM. ST -17. COMPACT SUBGtADE TO 95% OF MAX TO 12" BEYOND GU TIER UP T4 A DEPTH OF 12 ". j� INSTALL W-31(CA) SIGN WI1H tMM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH COMS2UCTION OF ADJACENT PHASE OINSTALL END —OF— STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W -31 (CA) SIGN WI1H OM4-3 MARKER. BARRICADE IS TO GO FR01►1 FLOWI.JNE TO FLOWUNE. SEE DETAIL ON SWL 7 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SD, ST -3. $ NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL. BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD UNLESS OTHERYNSE NOTED i i i i i i I i 11 4 J � J _ ..J C3 U Qo fq ci N r 4 4C m; 358 354 350 346 342 338 334 358 354 350 346 342 338 334 CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA C1 20.00 31.42 20.00 90.00 NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEVER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.O. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TU 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 952 RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 15' OPENINGS PER C.O.B. STD. 0-141 UNLESS NOTED OTHERWISE. SCALE: 1 " =50' d- 25 0 50 100 50 12.5 d- i i i �I BIDVIELL DR. SEE RIGHT F H OLD RIVER RD. SEE SHEET 7 V4� p --moo Lo N o coo C3) N t+D EX• r STEM PIPE TO REMOVE[ Q 3 0 63001 CL: W 0 v�'�..�# EX. 16" W cA cn �.t WATER (STA. 10 +00.00 TO 12 +06.54) SCALE: 1° = 50' HORIZONTAL CURVE TABLE CURVE # RADIUS LENGTH TANGENT DELTA Cl 20.00 31.42 20.00 90.00 C2 35.00 13.70 6.94 22.4,3 C3 84.00 197.70 202.06 134.85 C4 35.00 54.98 35.00 90.00 C5 30.E 47.53 30.40 90.77 C6 30.00 47.30 30.18 90.34 *CONTRACTOR SHALL LOCATE AND CONFIRM THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING 16" MATER LINE. WATER LINE SHALL BE PROTECTED FROM DAMAGE. IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL COORDINATE WITH THE CITY OF BAKERSFIELD WATER RESOURCE DEPARTMENT FOR ENCASEMENT OF LINE. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 81SCAYANE DR. SEE SHEET 6 ill 11 ! I �;l i �� n, nonce n4 I Two ALONDRA DR. L I A � -f � SEE SHEET 4 ....... . - - - -- -- - - -------- - -- ....... ._ -- -- - _ - • j w • 358 - _ .... -- 358 : M w Q� W O : m tb M J © + , , 354 + 354 358 p EXISTING GROUND ,� •- F . r �t �- _ _ -_ _ ..._ __ . -_±rte. . _ , , C7 to sC V • U 1-• �t • a a U V F- W t1� ; : 35a W CA 350 354 S__ • v i _ _ , - -_ -- N =- -0.51 = , S 0.48 �. t •51% S _ w cn V ^ ml •..� XIS11N G GROUND E w I : , : : F 346 346 350 p +d' t� O t�Il co Ln :PROPOSE O� _ D • co co , - --- _ _ - - - -- - - -- - - -_._- -- - - - - - - -- - - - - - - - -� - - -- � - -- T- - =- - -� - -_ - J ; t W J J J f : .- w • _NORTH � : - L ONE342 342 346 • . ......... } t W a 5 ------ W W W Ln 8 3 33 8 342 • f I N ; +�C • _ .lam _r _ - _ _....__ _ - _.__.. _....__ . _ ____.__ _ __ _ ._.___. _. _' _ _ = �► J C5 C� 334 334 338 ---------- ....... . ---- , d- r _. 7 .1' W _.._. _ _.. __ ._- . _ _.._ .... __. _ __. ___. _.- -... __ _ . _._ _ _.. _ ___.. . wlo z © 334 �W _ - _._ _ _._. _..._ ___ _ -- -. _. -.... 10+00 11+00 1 2 +a0 .. ....... ... ------ a (STA. 10 +00.00 TO 11+80.00) „ 12 +00 13 +0a 14 +0a SCALE: 1 = 50 HORIZONTAL SCALE: 1" = 10' VERTICAL 358 LEGEND: FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: .... _._._ __. __...__ ... _ __. -------- _. ___ __ ------- FL 358 CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV i► -I END VERTICAL CURVE BCR • J 35 4 - - --- --------------- ---- + POINT OF REVERSE CURVATURE • , I �• , - ------ ----- co POINT OF COMPOUND CURVATURE PI VC 35 4 358 ----­---- -- ------- . ... TOP OF PAVEMENT w ----- -- ---- a w • INVERT RCP REINFORCED CONCRETE PIPE G.B. rr i � � . .. ............ ...... - --- ---- ----- sC� • • 4 ... . . .. ........ .. EXISTING SURVEY MONUMENT ...... ... . .. +... FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. \tom - ----------- ---- . -- _ t : 350 i m sr V W cn ND EXISTING GROUND i cb 3 50 354 ........ a At I ' .... W T .... . m c S 0�5 - -. _. -0.20 �.. , r= 346 350 W - w r w 3 ac . W - -�- V (�� v v 0 4 0o N i , p PRO O o� • d• C� 1= M n - i - - - 3 . 342 AV m � SOUTH FLOWUNE; ' �t M : i 342 345 -- - -__ -- - - - - -- - - - -- - - - - - -- - i + - N 35a I • ` in i _ La W �� �W i , ( i ' .. J i : . _ - - J i i f d ": t _ LOCAL D RESSION AT - O CD 338 d t J W : i w ,C! Q 338 342 tit : s.. N ST Ft WL DOSED WE E ' n , - , : �. 346 'r . , 4 f 338 Q -Z W - - - - -_ _ __. _ , - - - -- - _ _ .. __ _---- - - - - -- -*I U -- -- J . W 334 : to c co 3 34 . y _ Z J _ : . ....... .. .. , i i : - -- -------- - 334 __ - - - - -__ , d.. a 'N: y - i -­------- - -- -- - tY] J W Z W ............ -------- - - - -- ------ ......... .. .......... V } 4' W J -'__ -- _ _ . 1 a+ 0a 11 +00 12+00 W 338 t tt'! a Q Q �. V W � op (STA. 10 +00.00 TO 11 +95.00 12 +00 13 +00 14 +00 Q M I SCALE: 1" = 50' HORIZONTAL t t t _ SCALE: 1" = 10' VERTICAL ___ . ... 4' W W, : FOGARTY WY. SEE LEFT (STA. 12 +85.16 1`0 19 +45.48) SCALE: 1" = 50' HORIZONTAL GO 2-I 1000 r slow� EVANSBURG AVE. SEE SHEET 3 W -- Z I am= dump 0 =)w I C2 MCA _ 1 Z . -. 1 u� Vs O ©ce wz it ao �" .W J J u: LL: 1�► 1 y tri •d= m co 9I cn (n LEGEND: FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS "W1 -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 PI VC POINT OF IN ON TC TOP OF CURB FURNISH do INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE Tp TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT sC� FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STUD. ST -13. = EXISTING SURVEY MONUMENT , 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 do INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. --�- FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. FOGARTY WY. SEE LEFT (STA. 12 +85.16 1`0 19 +45.48) SCALE: 1" = 50' HORIZONTAL GO 2-I 1000 r slow� EVANSBURG AVE. SEE SHEET 3 W -- Z I am= dump 0 =)w I C2 MCA _ 1 Z . -. 1 u� Vs O ©ce wz it ao �" .W J J u: LL: 1�► 1 y tri •d= m co 9I cn (n FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" - DOUBLE ARROW "R6 -1" �- ONE WAY "Wt -6" - SINGLE ARROW "R5-1" - DO NOT ENTER "W1 -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "W3-1" - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4-3" - SCHOOL "W14 -1" - DEAD END "R2-1" - SPEED UNIT 20 "W14 -2" - NO OUTLET Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH do INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT M3 Tg5�TR6 FURNISH & INSTAL. SPLICE BOX FOR INTERCONNECT TR3=NO. 3 1/2 SIZE TR5=NO. 5 SIZE TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCMP110N ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE FOGARTY WY. SEE LEFT (STA. 12 +85.16 1`0 19 +45.48) SCALE: 1" = 50' HORIZONTAL GO 2-I 1000 r slow� EVANSBURG AVE. SEE SHEET 3 W -- Z I am= dump 0 =)w I C2 MCA _ 1 Z . -. 1 u� Vs O ©ce wz it ao �" .W J J u: LL: 1�► 1 y tri •d= m co 9I cn (n �k3 � • • N • u� Vs O ©ce wz it ao �" .W J J u: LL: 1�► 1 y tri •d= m co 9I cn (n m ch u- a� N : �- : - _ 0.5 5-0.51 I -_ -- _ .. ley 346 co PROPOSD EAST FL WLNE _ _ .. __._ _ _..__ - I t .. . ... . ..... . ............. ... ...... .............. ---------- ------- --- ------­-- . .......... ... ... --------- - .... .. ... .... ---------­---- ------- ----- ----- ­ ........ --------------- ----------- ----------------- t ............... ... . .. ............ .... .. .. i . 342 - - --- ----------- ...... ... .. - --------------------- -- --- ---------- - ­-_- - ---- . .. .... . ... ... .. .... . ............ .. . ....... .. ........ . . ... .............. ... ... ........ .. . .......... . .... ...... . .. . ........ ........ .. 4# W W W J J J J J` I W, W _ ..._ _ ..__ ._.. _. _.._. W - - - -- _ W _._ _ . _. _.._.. _ _ _ .. _ r _ _ _ _ ._._._.. _ _._L..__ -. - -- _- ____ -- _._ -_- _.- _- .._._. -- 338 . ... .... .. . . .......... --- ----- . ... ... ........ . . . .......... .. ........ . - ------ ......... .. .... . . ......... ---------- -- --- - ------- - - ----- -- Q Q a 4 . r ; _ r • : . . ............ ---------- - ----- --- .... .. . ....... ....... . ... .......... .. ..... .. ... ----------- - ............. .. ....... i i 334 _.. -- - , { 15 +00 16 +00 17 +00 18 +00 19 +00 (STA. 12 +97.31 TO 19 +69.79) SCALE: 1 " = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL r NJ STR H r. T1 n NJ NJ 0TES• NOTEq• 2 • T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. --- - - o STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 � CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 9516 RELATIVE DENSITY 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.325 AGGREGATE 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 956 RELATIVE DENSITY SANITARY SEWER LINE STANDARD SPECIFICATION PTH02- ALKYD. PER C.O.B. STD. ST -9. CONSTRUCT i 2' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE . " , TO 95% OF MAX. TO 120 BEYOND GUTTER UP TO A DEPTH OF 12 ". 4. ALL CATCH BASINS TO BE TYPE A WITH 3,5 OPENINGS PER C.O.B. STD. D -14, SEE SENDER AND STORM DRAIN PLANS, SEWER MANHOLE UNLESS NOTED OTHERWISE. ANOUT INSTALL W- �31(CA) SIGN WITH OM4- -3 MARKER AT PHASE BOUNDARY 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLE OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W--31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO PHASE BOUNDARY FROM FLOW LINE TO FLOWUNE. SEE DETAIL ON SHT. 7 ■�■ ■ ■ �■� ■ ■ �■� ■ +� +� TRACT BOUNDARY $ CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. --- •- -- -- -- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER A SECTION LINE SHEET SECTION IS LOCATED NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02AlKYD UNLESS OTHERWISE NOTED SCALE: 1"=50' 25 o 50 100 50 12.5 1* �k3 � • • N • t� C c0 � , ui Go C. 358 c c� M , M + + u a o� sr cb ' • r I : �tY 1 W m c W r= .- w 3 W - -�- V (�� v v 0 V 1 1= • EJ l - 3 li.i ' ' 35a I • ` `� T � in W m �I. � �1� T T - d t ----------- i i tt� t O � � M s.. N ST Ft WL DOSED WE E M c c0 � p p 346 ci N M , : to c co 342 . y y y W ' . • W -------- - -------------- --------------- ­ ­ -- -­------­ ' y - ...... ..... . ..... . Z W - -------------- i L L,J t ti�1 W W W ... ._. k ---------- ------ ------ ------­----- - -- -__- -- ___-- - -'__ -- _ _ . ... _ _ _ _- _._ . - try - J W 338 t tt'! a Q Q Q Q Q M I Ii t t t t _ ___ . ... 4' W W, : t i , 334 1-� i ity i t - 4 4... H Q Q W ____. _ .. ___. _- -- _.._ . _ .._ _ -- ___... _ _ _.. __ _. _ _. __.__ .. _ __ . _ -_ _ _.. _... _ ......... ... ._ -_' - - - - - -_ ....._. __. _ - _ _ __ -_. -__ -. __._ _ . __ __ -.. _ _. __ _.. _ .... _. -___ _ -_ ._ _ _ _. _ _.._ __. _ .. _ _ __ _.._ _ __. _... _.. _..... .___.. _ . ..._ _...... .__ __. _ _ _ _.. _. _ __. 15 +00 1 16 +00 17 +0a 1 18 +0a 1 19 +0a (STA. 12 +85.16 TO 19 +45.46) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10" VERTICAL G 5 50.00 (d V VERT, CURVE - - c co co w w co I Id, w J J � �► j j ` `J � • j j LA: J J W � J Z J J L - W w; � W • • F 3 ,� W W L LL� • ; r + + r: W t + z W O'f 354 • • • � �� • • Ro + m r- cl ; i C. c • • 4 W 1- 1- , 35a 2 • T TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. --- - - o STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 � CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 9516 RELATIVE DENSITY 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.325 AGGREGATE 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 956 RELATIVE DENSITY SANITARY SEWER LINE STANDARD SPECIFICATION PTH02- ALKYD. PER C.O.B. STD. ST -9. CONSTRUCT i 2' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE . " , TO 95% OF MAX. TO 120 BEYOND GUTTER UP TO A DEPTH OF 12 ". 4. ALL CATCH BASINS TO BE TYPE A WITH 3,5 OPENINGS PER C.O.B. STD. D -14, SEE SENDER AND STORM DRAIN PLANS, SEWER MANHOLE UNLESS NOTED OTHERWISE. ANOUT INSTALL W- �31(CA) SIGN WITH OM4- -3 MARKER AT PHASE BOUNDARY 0 SEE SEWER AND STORM DRAIN PLANS, SEWER CLE OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W--31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO PHASE BOUNDARY FROM FLOW LINE TO FLOWUNE. SEE DETAIL ON SHT. 7 ■�■ ■ ■ �■� ■ ■ �■� ■ +� +� TRACT BOUNDARY $ CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. --- •- -- -- -- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER A SECTION LINE SHEET SECTION IS LOCATED NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02AlKYD UNLESS OTHERWISE NOTED SCALE: 1"=50' 25 o 50 100 50 12.5 1* --- •- -- -- -- PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER A SECTION LINE SHEET SECTION IS LOCATED NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02AlKYD UNLESS OTHERWISE NOTED SCALE: 1"=50' 25 o 50 100 50 12.5 1* ALONDRA DR. SEE SHEET 4 P P A C �, r," all I + CURVE # C1 LENGTH I TANGENT DELTA Cl 20.00 31.42 • '� a ui W 13.70 6.94 u i M C3 84.00 197.70 11 134.85 C4 Lq Lq J J 3 J W aW - 358 0 i • w J t i __ _ .. i -1 J r - tai w 358 354 , • ------ -------- -- . ..... ---------- • Q • W �._ cd mot' - ---------- ------- - -------- _ 354 ©'�'� cn O + co J t -------- m �, cy m cw wr uj W L .0 -- ---- ------- _- 350 : __ ..._... _ ....... _ . _ _ .._..- • e- r . , � • • . . ... ...... m to W cn __ -- '-- ....-- _.__ -. _ _ . __....__...... _ .____ __..___. j"_' (% D ■ Q c c V cn _ __ .__ _._ r - • 350 :z `' - °• M�► • , o 348 -----­------ _ 342 - ------------ � m sm .___.. _ �- i.� -------- •--I - - - - ------ PROPOSED WEST FLONUNE - - -; C -- 342 a 19 +00 i M M :M : PROPOSED EDGE OF PAVEMENT (STA. 18 +70.00 TO 19 +81.42) ------ ._ _ ... ego _.... _ 338 t,•) i,,,,, . -- _- - _ SCALE: 1"' = 10' VERTICAL tm to _ . �- ------ . ... ..... .... ..... - ---- --------- ;",-. - - ------ . ........ - - ----- 1 --------- -- -- - --------------- ---- ­ PERPETUA WAY (STA. 10 +00.00 TO 13 +15.12) SCALE: 1" = 50' HORIZONTAL I J .ti • i C4 j R/W 3 C2 r O - I v°s• ilo _ cic rm W - -- W W v I =` �°o Z Z co ± .c[ LtJ > > co i Ui Q EVANSBURC AVE. SEE SHEET 3 CURVE TABLE CURVE # RADIUS LENGTH I TANGENT DELTA Cl 20.00 31.42 • '� a ui Z o 13.70 6.94 u i M C3 84.00 197.70 a: .�- M 134.85 C4 Lq Lq J J J J W aW - 358 w • .� i • w J t i __ _ .. i -1 J r - tai w 358 354 , • ------ -------- -- . ..... ---------- • Q • W �._ cd mot' - ---------- ------- - -------- _ 354 ©'�'� cn O + co J t -------- m �, cy m cw wr uj W L .0 -- ---- ------- _- 350 : __ ..._... _ ....... _ . _ _ .._..- • e- r . , � • • . . ... ...... m to W cn __ -- '-- ....-- _.__ -. _ _ . __....__...... _ .____ __..___. j"_' (% D ■ Q c c V cn _ __ .__ _._ r - • 350 348 , 19� - M�► • , _ 348 -----­------ _ 342 - ------------ � m sm .___.. _ �- i.� -------- - - ---------- - - __ . - - - - - ------ PROPOSED WEST FLONUNE - - -; - - - -- 342 a 19 +00 i M M :M : PROPOSED EDGE OF PAVEMENT (STA. 18 +70.00 TO 19 +81.42) ------ ._ _ ... _ ._ _.... _ 338 W - - ... .. . . tiw W W . -- _- - _ SCALE: 1"' = 10' VERTICAL 338 . �- ------ . ... ..... .... ..... - ---- --------- ;",-. - - ------ . ........ - - ----- 1 --------- -- -- - --------------- ---- ­ ...... - ------- ------- -- ---- SECTION LINE a 334 : .••�_._ ....... , ......_...._.. .__...... - .- _......_.. - ..... _._ _.. _ ... .. ... ! 4 __. _ _....__......._....._. _ .... .... . ._- -_ _.__ _ ___.. .. __ .. _.. _.. _ .__... _ .. _. --.... _.... _ ._._ _ _ - _ _. _. _. _ - - - 334 1 , : 10 +00 ! 354 11+00 ! 12 +00 13 +00 t 354 15 +00 18 +00 (STA. 10 +08.58 TO 13 +27.31) ; (STA. 14 +72.74 TO 18 +30.32) SCALE: 1" = 50' HORIZONTAL 1 SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CURVE TABLE CURVE # RADIUS LENGTH I TANGENT DELTA Cl 20.00 31.42 20.00 90.00 C2 35.00 13.70 6.94 22.43 C3 84.00 197.70 202.06 134.85 C4 35.00 54.98 35.00 90.00 .`l 19f 89 '48" E 1 BIDWELL DR. SEE SHEET 5 11 1 ID H A S E _ L7 w J aJ z D ; m � J m� N. 4 cN �c 'r`3 3rd =atm� �+� in ci 0- BISCAYA� DRIVE (STA. 18+70.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 4 J �1 � ��.i r ALONDRA DR. ..a W SIGNS PER C.O.B. STD. T -19: 358 : ... - ... _ - --------- � .._. t 358 POINT ON VERTICAL CURVE CL 8 - - - -- -- __..___ ____-- _ - - - -__ - _ .._._ ._ .. _ _. __._ :_ ___._ __ .. _ _... __ -- _�.__ - - -- _ _. _ _ -- _ _ . _____ _ _____ __ _ _ _ _ -.. _ __ . _ _ _' - 1 BCR 354 , ; 354 350 1 --------------- - ------- ------- NJ •� • EXISTING AROUND 350 _ _ _ _ _ _ _ 1 r� i r, - • - 346 :._. . ___.....____. _ _.... _ .. _._..___.. .. - ....__.. 1 354 W: J 34 8 -j U { S Co f!► cm M Co L.--."---.-�,���L-.L.-�.-"-,---+.----+�"------�.I..-� .. 342 N l� Y� W �p PROPOSED { O �t- : , _. ._ _ ._.. __.. ....... FLwt n : -_ 342 ©'�'� cn O ----- ----------------- co J t -------- 1 V± 3 3338 8 3__ uj W L .0 -- ---- ------- FURNISH & INSTALL METRO STREET 1 • , • --- -------- ----------- < Q �Cf d H -- o 33 4 _ ___ _ . W ------- - ------- 334 , 346 : J -- --------- .. . ....... 1 _ : 1 pnM� P QP OSFD T FL • '• V 7 Q ----- ----- 4 342 : 18 +00 a 19 +00 PROPOSED EDGE OF PAVEMENT (STA. 18 +70.00 TO 19 +81.42) ------ ._ _ ... _ ._ --- -------- -------- - --- --------- - ­, ---------------- ----------- - --------- _ .. � J SCALE: 1" = 50' HORIZONTAL 338 354 SCALE: 1"' = 10' VERTICAL _t W` W W ------- -- -- ------------ 4 J �1 � ��.i r - D T VARDEN STREET (STA. 14 +72.74 TO 16 +30.32) SCALE: 1' = 50' HORIZONTAL ALL PHASES TO BE ALONDRA DR. > SIGNS PER C.O.B. STD. T -19: SEE SHEET 4 : CONSTRUCTED SIMULTANEOUSLY FLOWLINE POVC POINT ON VERTICAL CURVE CL > Ion, ELEV ELEVATION EVC 4 BCR `° POINT OF INTERSECTION ECR t to o > W .-- ? W _ _ _ _ _ _ _ 1 ._ .. __ . ..._.__ . _ _. . .....__.. _ _ . . ! J - 358 :._. . ___.....____. _ _.... _ .. _._..___.. .. - ....__.. 1 354 _ ...._ -_ . .._......_ Go z Q -j U ■ _ Lo 354 L.--."---.-�,���L-.L.-�.-"-,---+.----+�"------�.I..-� ....... .. cm � --� co I N Q ©'�'� cn O , 0+ EXISTING SURVEY MONUMENT 1 V± + • 3__ REMOVE AND SALVAGE SIGN WITH CONVSRUCT'ION OF ADJACENT PHASE FURNISH & INSTALL METRO STREET J W 358 - D T VARDEN STREET (STA. 14 +72.74 TO 16 +30.32) SCALE: 1' = 50' HORIZONTAL ALL PHASES TO BE LEGEND. > SIGNS PER C.O.B. STD. T -19: > : CONSTRUCTED SIMULTANEOUSLY FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC 4 BCR -- POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE > W BEGIN CURVE PCC _ _ _ _ _ _ _ _ _ _ _ 1 ._ .. __ . ..._.__ . _ _. . .....__.. _ _ . . ! J - 358 :._. . ___.....____. _ _.... _ .. _._..___.. .. - ....__.. 1 354 _ ...._ -_ . .._......_ ._._- ..._ i : . - - -.._ ._. .. _ .. _ ..... ... ......_ _ .. _ ... _.... ....__ _ .._ .._ .... _ .�-- ■ _ Lo 354 L.--."---.-�,���L-.L.-�.-"-,---+.----+�"------�.I..-� ....... .. 358 i ------ - ------ - - ­ - ----- Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 1 350 : EXISTING SURVEY MONUMENT > .W t __ - _ -- _ - -- -- _ __ -- - _ _ ___ -_ i r - EXI IN GR � NO V S G 0�1 U 3__ REMOVE AND SALVAGE SIGN WITH CONVSRUCT'ION OF ADJACENT PHASE FURNISH & INSTALL METRO STREET J W 358 -- o 346 . __ _ _ -- __ _ ,___ . _. __ _ ..__ _ ___ _ . 'CO _ _ - _ . _ - - _ - _ _ _ _.. _. __ . _ _ _ _ _ _ p 5 .861' S Q ,41� , 346 • 342 1 _ : 1 pnM� P QP OSFD T FL • '• FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 4 342 : NM � PROPOSED EDGE OF PAVEMENT ------- ---- ­­­ - - --------­--- --­ - -- ----- 338 . ___ ._,___ .. _ _ ------ ._ _ ... _ ._ --- -------- -------- - --- --------- - ­, ---------------- ----------- - --------- _ .. � J . 338 354 :W Z _t W` W W ------- -- -- ------------ . �- 334 - - - - ■ 1 ------------ W _ SECTION LINE 334 - - --- ------------ .... . .... . ...... . .......... . - --------------- . . ........... Q . . ........ .. ! -- -------- -------- --- ---- ----------- .... . .... . . ............. ...... . .. ........ .. ...... ...... . ..... ...... .. ........... ... . ...... -------- ; �» - - ------ � 1 0. ! 354 f . : SHEET SECTION IS LOCATED 14 +00 354 15 +00 18 +00 : ; (STA. 14 +72.74 TO 18 +30.32) 1 SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND. > SIGNS PER C.O.B. STD. T -19: > : FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR -- POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC > PI VC 358 TOP OF CURB - OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC �; INV INVERT RCP REINFORCED CONCRETE PIPE ' 358 358 RUBBER GASKETED JOINT Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEE SEINER AND STORM DRAIN PLANS SEWER CL.EANOUT EXISTING SURVEY MONUMENT 358 358 FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. REMOVE AND SALVAGE SIGN WITH CONVSRUCT'ION OF ADJACENT PHASE FURNISH & INSTALL METRO STREET J -o-- 358 -- o FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.D.B. STD. ST -14• PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 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 FLOWLINE. SEE DETAIL ON SHT. 7 ■■ ■ ■ ■■■� ■ ■ ■ ■ TRACT BOUNDARY � PROPOSED EDGE OF PAVEMENT SECTION DESIGNATI • _ 354 - ----- .d- . �- : r - - -_ - -- -- ; . ..... ........ .. .. , ------ -- - ---------- - - - - ■ 1 ------------ �- , ............. SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 354 354 ---- _- - -__ -_ __- _____- __ _ ____ ---- EXNSTIN GROUNa _ - -_ -__ __.___- _______ - _- _ -____ __-- _- _- ____ .. ... ....... 1 . ...... ..... ....... �» -- + 354 ! 354 + SHEET SECTION IS LOCATED N M 354 : ; 1 u") 350: : : m V - W , , iA EX D EXISTING- GROU�I : . i v ,c 350 , 350 • , • M 350 350 it EXISTING GROUND . W 350 .� 346 : : _ 2.8 1 346 348 . . o 346 348 m S 4 _ 346 : . -... _.__._ 342 ; _ .. _ _ ._ _ -from- if AlkhN. �- to i ll= : _- _ _ _ _ : A T ... ;.. _ _ _ P�OPO. _ _.E__ _S .. __ _O�LIN:E__ _ _ _ .. __ _ -- - - _ . _ __ _ . -- _ _ _�- - _ ._ _ _ _ . __... _ _ _ : 34-2 -- 342 -- -- - - __ - - _ _ . -- - - -- - - 0 • PR D o GPOSE M -- SOUTH FLOWLINE q :- _: -- - 342 i _ 342 _ - - -- w N 0 o _ . _ . _.. _ ___ ___ __ ..__PROPOSED_. _ . ST NE_ _ ._ �= - - . •� i _.. _ __ _ _ ___.. _.. 342 1 ; } > �► t? , t : t i M M � __... __. _ ._ _ _ __. _ -._ _ __._ _.._ r ui W. _ . _ .._... _. Ltj M W'! 1 • • 338 ! W W W W � ! , . _ ___ __ __ __. _. _ __ _ J -- _ - : 338 338 338 338 �- - W - 33V 8 • ----------- - --------- , • : - --------- ------- ------- --------------- - ----- - - ----------- + W , .--� W` J 1.v1; t to 334 D + 334 334 Z J 334 334 ,,,,, 334 : : ------------ ­__, : 1 r : y _ : : __ - -_ __ _____ -- ____ -____ _ ..... __ __ - __- ____- -_- _ _ _ ---------- - - - --- .......... . . ... ... - ------ - --------- 1 _ ..._. _ _ _ _ _ _ ._. . .......... ... ____ i _ _ .. ._ _ _ _ _ .. _. __ _ _ ._ .. _ _ _ _ ..__. _ • ' E - 1 . . ...... 1 i ____._ _... -.__. : ____ _._______ _. __- ___- ____._._. .______ ._ -_ .___...____.._.. i Q -_____ _.__. __._________ -_.__. ______..._ ____. -____ __�. ._. _____ -___ _______�__ -_ .__... ______ - - i _. t 1 __...._..__. _.. _.._.__ -.. __ _. __ _ ._..- __..._ -_, _ ... _ ._._......_- ..._ _. _. _....__ _... _ ._ _ _ _ _. __- __..._ _ _ .... _.,_.. � ... _ .__. .. .__..._ _ _._ _ _ ....__. _... -._ _ _ _... _._ _ ..i_... _ -. __ _ ..____...._ .__. __ .... ...._. _.. ._. _ ---- _ . .,.. _._..,_ _ ... ._ .... __.. _. ... .._._._.._ _ ..._ _. _ .. _.... 10 +00 11 +00 12 +00 13 +00 18 +00 19 +00 14 +00 15 +00 16 +00 (STA. 10 +08.58 TO 13 +15.14) (STA. 18 +70.00 TO 19 +81.42) (STA. 14 +72.74 TO 18 +30.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL "' , SCALE: 1 = 50 HORIZONTAL „ SCALE: 1 = 10 VERTICAL SCALE: 1 = 10 VERTICAL SCALE: 1" = 10' VERTICAL LEGEND. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABB EVIATIQb S 0W1 -7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INTERSECION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEE SEINER AND STORM DRAIN PLANS SEWER CL.EANOUT EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. REMOVE AND SALVAGE SIGN WITH CONVSRUCT'ION OF ADJACENT PHASE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -o-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- o FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.D.B. STD. ST -14• FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP 0W1 -7" - DOUBLE ARROW "R6 -10 - ONE WAY "Wt -6" - SINGLE ARROW 0115 -1' - DO NOT ENTER "W1 -1" - CURIAE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY mW3-1" - STOP AHEAD 'R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "W31 (CA)' - END "54-30 - SCHOOL "W14 -1" DEAD END 'R2 -1" - SPEED LIMIT 20 "W14 -20 - NO OUTLET 3■ OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 3 TR5 TR6 FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT G TR3 =NO. 3 1/2 SIZE IRS--NO. 5 SZE TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE CONSTRUCTION NOTES: NOTES. TOP � MANHOLE/TOP OF CLEANOUT ELEVATION 1 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. STD. ST-1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEINER AND DRAIN PLANS AND DETAILS. - - - o STEM DRAIN LINE 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0,20' TYPE 0B' A.C. OVER 0.45' AGGREGATE 0 SEE SEWER AND STORK DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 956 RELATIVE DENSITY 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.D.B. STD. ST -9. SEE SEINER AND STORK DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3■ OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0 COMPACTED O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY - . g SANITARY SEINER LINE STANDARD SPECIFICATION PTH02- ALKYD. PER C.O.B. SM. ST -9. G SEE SEWER AND STORM DRAIN FLANS, SEWER MANHOLE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST --17. COMPACT SUBC�ADE TO 95% OF MAX. TO 12 BEYOND GUTTER UP TO A DEPTH OF 12". , „ , 4. All CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. 0 SEE SEINER AND STORM DRAIN PLANS SEWER CL.EANOUT c- INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONVSRUCT'ION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W %3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) INSTALL END --OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W -31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO _ -PHASE BOUNDARY FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 ■■ ■ ■ ■■■� ■ ■ ■ ■ TRACT BOUNDARY $ CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. PROPOSED EDGE OF PAVEMENT SECTION DESIGNATI • SCALE: 1 =50' EcTION LETTER NOTE: 25 0 50 100 A SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-- 02ALKYD 50 12.5 UNLESS OTHERWISE NOTED SHEET SECTION IS LOCATED �. R/W i I LAMD9CAPE LOT LOCK WALE. LANDSCAPE AREA SIDEWALK PROPOSED cm & Guru t 8'' LANDSCAPE ' LOT BLOCK WAIL 4:1 AY i 2.0% V 0.45' A.G PAYN�G -� ars' roc. e, R =44 n =s.o I.a oMAM a4% arc aou►nN oaNS11Y D OLD RIVER ROAD 7 FROM STA, 20 +64.78 TO STA, 23+15.59 SCALE: 3" =10' HORIZONTAL 1 =5' VERTICAL EXSdnNG PAVEMENT t i VPJM riot rror 2 VARIES I� t;;,000- TACT ON an . LANDSCAPE AIWA 001�Il�D SIDEWALK MEDIAN 0.45 A.C. PA EXgSTMiG PAVEMENT PROPOSED CURB GUTTER 0.715 AGG. EASE 10 CMACTM O.G. R =44 1I =9.0 ON RELATIVE DENSITY C OLD RIVER ROAD 7 FROM STA. 20 +13.73 TO STA. 20 +64.78 SCALE: 1 " =10' HORIZONTAL 1 =5 VERTICAL BUXX WALL It. % r it m g' LANDSCAPE LOT 1 i '-H 1 1 1 L LANDSCAPE AREA .o' W MfED SIDEWALK ow PROPOSED cm do GullER E n co n 4 N 0 N Ln n N 0 0 0 i v v vn i 0 t C x Ln N co 0 0 0 Q0 0 r-' U) F- U W 0 n 1i7 2.09 VARIES Q45 /►.G PA� MEDIAN GJRB Q75' MSG. BASE R =44 TI =9.0 1.0 QOIIPAC'IED O.G. asz PAunvE oMnr B OLD RIVER ROAD 7 FROM STA. 17 +35.77 TO STA. 20 +13.73 SCALE: 1 " =10' HORIZONTAL 1 "=5' VERTICAL t LEGEND: i FURNISH & INSTALL TRAFFIC SEE SHEET 5 ABBREVIATION �.. T FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE 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 BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INIERSECTION TC TOP OF CURB FURNISH do INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE I N V INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT ITEM OF WIC - SEE SCHEDULE FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. SEE SEWER AND STORM DRAIN PLANS SEVER CL.EANOLIT EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -�- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. t C1211-j I i {nn� Li Ica J cc W J $� mgt Z°+ I win � j rte I m U 4 4 5 0 (n fl. 9 * cn cs ;5 8 iiiiiiiiiiiiii lll�llil dmmmmwmwm� J. dmmmmqmpo� now I I t -El)- (n I W�Li HI IF 4. 40 8 I I JN I I 0 + I < I I ~-• -- - -X. 16 0 WATER $ ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 358 354 350 346 342 338 (STA. 15 +15.57 TO 23 +15.87) SCALE: 1" = 50' HORIZONTAL FOGARTY WY. i FURNISH & INSTALL TRAFFIC SEE SHEET 5 ' �.. T ' "Wt -6" SINGLE ARROW V •W "Wl -1" - CURVE ARROW o I "113 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "113 -1" STOP AHEAD � '0 2 �W I N n I : Co >-i 4 ig "S4-3" - SCHOOL co R1-1 <co "1114 -2" - NO OUTLET 19 +95.49 3 T 63001, .. 1 U. C1211-j I i {nn� Li Ica J cc W J $� mgt Z°+ I win � j rte I m U 4 4 5 0 (n fl. 9 * cn cs ;5 8 iiiiiiiiiiiiii lll�llil dmmmmwmwm� J. dmmmmqmpo� now I I t -El)- (n I W�Li HI IF 4. 40 8 I I JN I I 0 + I < I I ~-• -- - -X. 16 0 WATER $ ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 358 354 350 346 342 338 (STA. 15 +15.57 TO 23 +15.87) SCALE: 1" = 50' HORIZONTAL 20+00 21+00 CURVE TABLE CURVE f i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "WI -7" - DOUBLE ARROW "R6 -1" - ONE WAY "Wt -6" SINGLE ARROW "R5 -1" - DO NOT ENTER "Wl -1" - CURVE ARROW "R26 (CA)" - NO PARKING "113 -3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "113 -1" STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4 -2" - WHEN CHILDREN ARE PRESENT "WW31 (CA)" - END "S4-3" - SCHOOL "1114 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 "1114 -2" - NO OUTLET 19 +95.49 TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH do INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT 123 TB5 Tg6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT G TR3 =N0. 3 1/2 SIZE iR5 =N0. 5 SIZE TR6 =N0. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY ITEM OF WIC - SEE SCHEDULE 20+00 21+00 CURVE TABLE CURVE f RADIUS LENGTH TANGENT DELTA Cl 30.00 47.53 30.E 90.77 C2 30.00 47.30 30.18 90.34 22 +00 23+00 TAPER DATA NQ. O Ck srsnar oar FROM rk 19 +20.49 58.0101-T. 19 +25.49 57.931-T. 19 +30.49 57.721-T. 19 +35.49 57.38LT. 19 +40.49 56.89LT. 19 +45.49 56.261-T. 19 +50.49 55.501-T. 19 +80.49 50.551.T. 19 +85.49 49.74LT 19 +90.49 49.11 LT. 19 +95.49 48.63LT. 20 +00.49 48.28LT. 20+05.49 48.07LT. 20+10.49 AS.00LT. 358 354 3-5-0 346 342 338 CONSTRUCTION N RTES: • NOTES. 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION w „ 1 CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS --- - - o STORM BRAIN LINE 2 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. FOR SEWER AND DRAIN PLANS AND DETAILS. 2, LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE 0 SEE SEWER AND STORM DRAIN STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 30 OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.32' AGGREGATE 4 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.0 COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY - . S SANITARY SEWER LINE STANDARD SPECIFICATION PTH02- ALKYD. PER C.O.B. STD. ST -9. G SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST-17. COMPACT SUBGRADE TO 959 OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". w . , 4. ALL CATCH BASINS TO BE TYPE A WITH 3.5 OPENINGS PER C.O.B. STD. D -14, INSTALL W- 31(CA) SIGN WITH OM4 -3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. 0 SEE SEWER AND STORM DRAIN PLANS SEVER CL.EANOLIT 6 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) 7 INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C mm OwN mum m PHASE BOUNDARY WITH W -31 (CA) SIGN WITH OM4 -3 MARKER. BARRICADE IS TO GO _ _ FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 ■■■ ■ ■ �� ■ ■ �� ■ ■ TRACT BOUNDARY $ CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - -- -- -- - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER N ATE. SCALE: 1 "=50' A 25 0 50 100 - - -- - - -- - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED 50 12.5 SHEET SECTION IS LOCATED 14 +00 �i E 0 Ln o n N 0 O 0 / vn i Q 0- I Lo N Q N 0 0 0 C-0 0 cn U W D O fy n I ol z~ I I Iz� rr- cL — M I #— T � N° + o:: + + + I C.7 •c �- 0 + �. LjL i -;_.,. 71/Af l 1 a AAAIia i'!' \d./ a■ L r uMIr urn (STA. 15 +15.57 TO 23 +15.87) SCALE: 1" = 50' HORIZONTAL 9 ■ 1-1 EXISTING PAVEMENT EXISTING STRIPING co . LEGEND: NOTE: R1 -1 ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION! ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB "R4-7" - KEEP RIGHT 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 "W14 -2" - NO OUTLET FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -��- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. -- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 9 ■ 1-1 EXISTING PAVEMENT EXISTING STRIPING co . C3 N J� C7 Z w w z z w C� CD z W t'L {f1 Z d J NOTE: R1 -1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC "R1 -1" - STOP "W1 -7' - DOUBLE ARROW PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02AL.KYD UNLESS OTHERWISE NOTED "R6 -1' - ONE WAY "W1 -6' - SINGLE ARROW "R5 -1" - DO NOT ENTER 'W1 -1" - CURVE ARROW 'R26(CA)" - NO PARKING 'W3 -3' - SIGNAL AHEAD 'R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4-7" - KEEP RIGHT 'S5 -2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END 'S4-3" - SCHOOL "W14 -1" - DEAD END "R2 -1' - SPEED LIMIT 20 "W14 -2" - NO OUTLET FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT TS FURNISH & INSTALL IRRIGATION CONDUIT IR FURNISH & INSTALL INTERCONNECT CONDUIT is TR3 T-5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SCALE: 1"=50' 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 25 0 50 100 A ITEM OF WORK - SEE SCHEDULE 50 12.5 C3 N J� C7 Z w w z z w C� CD z W t'L {f1 Z d J