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HomeMy WebLinkAbout1.1-6825 Ph 1 RevSTANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-227-2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A U1ILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL IE 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, 0-16, 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.Q.B. STD. ST- 13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED 00 EXISTING i INSTALL TRAFFIC CONTROL SIGNS + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T-1 -o— INSTALL STREET UGHT- HOLOPHANE-UNI SERIES PER C.O.B. SIO. SP7-86-10. STREET LIGHTS SWILL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.S. STANDARD DETAIL ST -14. STREETLIGHT LUMINAIRES ARE TO BE LEO AS SPECIFIED IN COB SPECIAL. PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL ,STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 10. INSTALL ADDITIONAL 111 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 SWILL BE SET 1/4" BELOW PAVEMENT GRADE. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHAT BE DETERMINED BY THE CITY ENGINEER. Underground Service Alert Call: TOLL FREE 1-800-227-2600 TWO WORKING DAYS BEFORE DIGGING 6' HANG W/2 /// C41 / /_ \.C.K �L / CENTERLINE STORM DRAIN W A REVISION APPRoVED W1 CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS /I'p REVISroN ID� a14RPPRoD BY D R'IY pAN161. PhD44 11U wept EXP 4/.301/8 VESTING TRACT TRACT No. 6536 VACANT LANDS __. 17 1 16 1 is 1 14 1 13 1 11 1 11 10 __I" I I I I I 1 1 I 1 13 - -AVENUE EVANSBURG T-. C;:5 —7- _ _ - - 0 _ PARK } ' >� K' ffi i as i 27 1 w i a i n i a I 1 j NOT A PART 3 6 I 7 > 11 — P H A S E )---�--�-- , I 1� 1 w a 1 1 40 30 s>' ae as i a I s 1 1 I t 34 I S 5 W CL 1 1 QI 1 1 I o 4 1 1 1 ——I._L._j_._I__ � s - - - ALONDRA DRIVE - - - - W3 7 0 --r--rip . 1 st j I - �—r—r--r--r--r—� m 1 0 — 1 43 1 44 1 +s 1 46 1 p 1 N I M I sD 1 m 1 W I 53 I 54 1 s ir 6 I_..L, 0:..�� .� P+H A 8 ::.E Z ,';_....�_I__ I, - 1 FOGARTY WAY > �1 6 � 1 BISCAYANE_; DRI 1 22 ' P H A S 3 PROJECT MAP 9A SCALE: 1"=200' a ® SHEET NO. INDEX CENTERLINE STORM DRAIN -UP CURB AND GUTTER FLOWUNE CURB AND GUTTER SIDEWALK 6' WING I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. FOR TRACT NO. 6825 PHASE 1 LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 2915 CL. 11 AGG. BASE CUYD 2076 SUBGRADE PREPARATION SQYD 7640 6" CURB AND GUTTER LF 6769 HANDICAP RAMPS EA. 11 DRIVEWAYS SOFT 6960 SIDEWALK SOFT 31666 CROSS GUTTERS 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 SAWCUT LF. 801 LOCAL STREET FRONTAGE 5974 LF ARTERIAL STREET FRONTAGE 795 LF LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE 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 PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SIU. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. - c�- FURNISH do INSTALL STREET UGHT-HOLOPHANE-LWI SERIES PER C.O.B. STD. SP7-86-10. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: "R1-1' - STOP *WI -7' - DOUBLE ARROW "R6-1" - ONE WAY 'W1-6" - SINGLE ARROW 'R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY 'W3-1" - STOP AHEAD "114-7" - KEEP RIGHT 'S5-2" - END SCHOOL ZONE "R81(CA)" - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT 'W31(CA)" - END 'S4-3" y SCHOOL 'WI4-1' - DEAD ENO "R2-1" - SPEED LIMIT 20 'W14 -Y - NO OUTLET T� 63.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION p CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM BRAN MANHOLE TYPE '8" PER C.O.B. STD. 0-18. �a CONSTRUCT CATCH BASIN TYPE "A' PER C.O.B. STD. S-12. g CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS ® CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DET. NO. S-7 ® CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.O. DET. NO. S-5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' YNNGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ ■ ■ ■ ■ TRACT BOUNDARY -- PROPOSED EDGE OF PAVEMENT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH do INSTALL INTERCONNECT CONDUIT 23 115 12 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE SECTION LETTER -- -- - A � SECTION LINE ET SECTION IS LOCATED VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. I 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 S, AND DESIGN CRITERIA ENC UNTERED DURING CONSTRUCTION SHA BE CORRE A�7 SUCH C� CTIONS REFLECTED ON CORRECTED PLAAS SU MIT TO TWE 1 , EN I R. UU k_'__�\_/v 7- /6_ ,/¢ APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 1 )l)/N REVIEWED ASSISTANT PUBLIC REVIEWED BY - BASIS OF BEARINGS: Is n2 fo TRAFFIC ENGINEER THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. FOGARTY WAY & BIDWEL'L DRIVE 6. PERPETUA WAY, BISCAYANE DR VE & VARDEN STREET 7R. OLD RIVER ROAD (STA. IS+- t5.51 1 23+ %5 8}) 8. RIVER ROA — STRIPING PLAN 9A. OLD RIVER ROAD Q (STA. 10+00,00 TO 15+15.51) It AIX C-42 M1 M ao `y 5 56 CL Z x W C� 1 W r d�� N Eli V) o ACh N ti w' V1 Z lip) VICINITY MAP N.T.S. NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. I 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 S, AND DESIGN CRITERIA ENC UNTERED DURING CONSTRUCTION SHA BE CORRE A�7 SUCH C� CTIONS REFLECTED ON CORRECTED PLAAS SU MIT TO TWE 1 , EN I R. UU k_'__�\_/v 7- /6_ ,/¢ APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE APPROVED BY: NICOLAS FIDLER, ACTING PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-14 1 )l)/N REVIEWED ASSISTANT PUBLIC REVIEWED BY - BASIS OF BEARINGS: Is n2 fo TRAFFIC ENGINEER THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 30, T. 30S., R. 27E. ON K.C.S. FILED MAP NO. 7-1 BK. 6, PG. 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF OLD RIVER ROAD AND BERKSHIRE ROAD. ELEVATION = 346.42' (USGS DATUM) LEGAL DESCRIPTION: LOTS 15 AND 16 OF SECTION 30, TOWNSHIP 30 SOUTH, RANGE 27 EAST, M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE SALES MAP OF LANDS OF THE KERN COUNTY LAND COMPANY FILED JANUARY 22, 1892. INDEX OF SHEETS SHEET TITLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. EVANSBURG AVENUE 4. ALONDRA DRIVE 5. FOGARTY WAY & BIDWEL'L DRIVE 6. PERPETUA WAY, BISCAYANE DR VE & VARDEN STREET 7R. OLD RIVER ROAD (STA. IS+- t5.51 1 23+ %5 8}) 8. RIVER ROA — STRIPING PLAN 9A. OLD RIVER ROAD Q (STA. 10+00,00 TO 15+15.51) It 0 m AIX C-42 M1 M ao `y 5 56 CL Z x W C� 1 0 m 3 N W N V) o ACh N w' V1 Z 0 N 0 STANDARD NOTES (CONT.) ASPHALT CONCRETE PAVING NOTES: TRENCHING NOTES: STORM DRAIN NOTES: 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE TO CITY OF BAKERSFIELD, PUBLIC WORKS REPT. GENERAL SERVICES RASION. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER SECTION 39, ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BARING IS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE N o 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD 5-39 AND DETAILED CONTRACT PLANS. a PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APRROVED 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE INSURANCE, AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE", OF THE STANDARD z PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. Of 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. THESE REQUIREMENTS t0 PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. z PRIOR TO ISSUANCE OF THE PERMIT. , EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE CD 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS SPECIFICATIONS JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE u W 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL do COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT � (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR INSTALLATIONS SHALL MEET CITY STANDARD S-39. HYDROSTATIC TESTS SPECIFIED BY SECTION 65-1.08 "LAYING SIPHON AND PRESSURE LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE "STEAM -REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD PIPE", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. z AVOWED. BASE MATERIAL. IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR SPECIFICATIONS. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. >- 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 65-1.068, RUBBER GASKETED JOINTS", OF THE STANDARD SPECIFICATIONS. o AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, ANOHANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR CAREFULLY HANDLED L ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING SHAIl 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 DIVA DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. CITY ENGINEER'S REVIEW AND APPROVAL: THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY NTH ANY Of THESE AND PLACING A PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS REEL NOT BE DAMAGED. ANY PIPE MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT FITTING RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE 18. SUBGRADE PREPARATION: THE CONTRACTOR MALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE REJECTED. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD BACKFILL AT ALL TIMES. THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 0 cV SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT M EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST M o t 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS f- o tn SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE Ir ¢ a OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE D - SHALL BE DETERMINED BY 111E CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT p Z ap LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE U Ir It 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 p Z WORK PROGRESSES THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND CONSTRUCTION SAFETY ORDERS. THE PLANS SHALL BE PREPARED AND CERTIFIED BY A < _- I � DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAAO WHEN THE CONDITION OF THE ¢ J a CONTRACTOR SHALL OBTAIN A COPY OF THE OUST CONTROL PIAN (OCP) FOR THIS PROJECT OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, w V V) FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT AL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. w co OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE PROHIBITED ON THIS PROJECT. 3 0 ^ M PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO 3. TRENCH BACKFILL w n FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT 0 - 21. STORM WATER POLLUTION PREVENTION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED NOT MORE THAN o cn :° PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT UNE, EITHER PARALLEL OR PERPENDICULAR TO THE TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF N w m o CONTRACTOR SWILL OBTAIN A COPT' OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. x FOR THIS PROJECT FROM THE DEVELOPER, AND SHAT KEEP A COPY ON SITE AT ALL TIMES.FOR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ¢ ; W THE DURATION OF CONTRACTOR'S OCCUPANCY O' THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM m ' L WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE." OF THE ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. STANDARD SPECIFICATIONS SHALL BE MET. SPECIFICATIONS, DATED JULY. 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND 22. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE ACCORDANCE WITH CITY STANDARD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL THAN NINETY PERCENT (90%) UP TO THIRTY INCHES (30") FROM FINISHED GRADE. WORK. ALL PIPE SHALL BE CUT TO FlT ACCURATELY, WITH SMOOTH EDGES ANO FACES. :�� I HOLIDAYS. WHERE CONSTRUCTION OPERAl10NS ARE ACTIVELY IN PROGRESS, A BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND S. MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE LIMITS OF CONSTRUCTION. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT TWELVE 12 INCHES SIMULTANEOUSLY, ON EACH SIDE 'OF THE PIPE. IN SUCH A MANNER OR INCORRECTLY CUT. A - ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS ( ) 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. 2. BORED/JACKED PIPE AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS U M , a I TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSIRUC110N. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ".2'.1 > v ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BEv NO AROI110NAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS � 6 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 END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH PI 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 g� (*�_ IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OWN EXPENSE, FURNISH. INSTALL AND MANTAN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS o FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACIU71ES FOR BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DISPOSAL OF THE CONTRACTOR. DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER. OR THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF BORING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. :)PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. CONFORMS WHEN PAVING OPERATIONS RESUME. IN-SITU MATERIALS. m -4 h 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BORING/JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE MARKINGS TO BE REMOVED 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 PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE ALLOW THE REPLACEMENT IP THE PIPELINE TO THE LINE AND GRACE AS INDICATED ON THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON SPECIFICATIONS. THE PLANS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE THE SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING AND COUPLINGS SHALL BE AVOIDED. SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS ALLOWED TO ENTER THE AREA THAT IS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER OPERATIONS RESUME. MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP 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. cn 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 z 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 N UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321-8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR w PATTERN. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE IN THE PIPE ZONE FOR INITIAL BACKFILL AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREASTBOARDING AND/OR FACE CLOSURE WITH w 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. cu 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 vi CLEANING A RECTANGULAR AREA, RATHER THAN ,KIST 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 BIO 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. 40 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 10 AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL DENSITY REQUIREMENTS. OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS", RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL EITHER HER LESS THAN 90X OR MORE THAN 967., THE ASPHALT CONCRETE REPRESENTED BY THAT LOT CONFORM, IN DESIGN, MATERIALS. AND CONSTRUCTION, TO THE PROVISIONS Of IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY SUBSEQUENT BACKFILL ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70-1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL o ",TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S-7 AND S-8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND/OR ROLLING, STANDARD 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 I ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE H BLAST CLEANED RECTANGULARTHE PRECAST CYLINDER, TAPER, AND ECC AREA. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND/OR ROLLING, THE BACKFILL STRENGTH REQUIREMENT OF ASST. D ECC EACH SUCCESSIVE MANHOLE SECTION SHALL B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE BE SETH ABED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND/OR ROLLING WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT BEFORE SUCCEEDING LAYERS ARE PLACF�. PLUMB. FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE-HALF (2-1/2) FEET OF CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBUC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND/OR 4. ADJUST SURVEY MONUMENT ENCASEMENTS v SAFETY,' OF THE STANDARD SPECIFICATIONS. TOLERANCES, R SHALL BE BROUGHT WITHIN TOLERANCE BY OTHER: ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ONA. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR J co 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 ".TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90%) RELATIVE ACCORDANCE WITH THESE SPECIAL PROVISIONS AND CITY STANDARD S-29. - Q SHALL BE THERMOPLASTIC AND SHAT CONFORM TO SECTION 84-2, "THERMOPLASTIC W COMPACTION. K rJ TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARDSPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR _ t» a THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. SUBSEQUENT BACKFILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM MINIMUM OF THREE DAYS. W < PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT Z 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 I. -Z ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF < O SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR I TRAFFIC DELINEATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO #" LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. A MINIMUM OF ONE DAY. ac V < IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE ui No :3�2 OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND BACKFILL TESTING AND COMPACTION. TESTING OF BACKFILL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. N I= ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DEUNEA110N DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6-3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. J co I...SAME WORK PERF, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. "TESTING", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT Of < 40 ca I PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS W Z 'M CITY ENGINEER. MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. CC 0 co TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES NEXT LAYER IS PLACED. Z NOT LESS THAN 4 INCHES LONG NOR LESS THAN 4 INCHES WIDE, SPACED NO MORE THAN 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD c 0 W 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET IL REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S-39 RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT p V lom TEMPORARY DELINATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK ......... WHICH ALLOWS UP TO 50% OF THE AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE < W VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90%) RIGHT-OF-WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE be aC W REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT 'TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED.RELATIVE COMPACTION FOR THE TOP FINISHED 3O", AND SHALL BE DETERMINED BY PERMIT. 0 � � - 11 PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE < I"' 20. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM OF THE FOLLOWING D2922 OR D1556. -i co as TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84. "TRAFFIC m N STRIPES do PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL ITHE FOLLOWING: IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE S PROVISIONS. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. o TRAFFIC STRIPES AND PAVEMENT MARKINGS SHAT BE THERMOPLASTIC AND SHALL THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND ci CONFORM TO SECTION 84-2,_ "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT THE GRADE ESTABLISHED BY THE ENGINEER. LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. I In< MARKINGS". B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE 2 PAVEMENT MARKERS SHAT 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 I.� 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 OFCURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY THE STANDARD SPECIFICATIONS. IOF BAKERSFIELD STANDARD DRAWING S-20. 9 I 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. L / 1 6 fay P� i IN CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00 13.70 6.94 22.43 C2 84.00 197.70 202.06 134.85 C3 35.00 54.98 1 35.00 90.00 R/W 2.0% 0.20' A.C. PAVAN 0.45' AGG. BASE 1.0' COMPACTED O.G. 71 95X RELATIVE DENSITY A LOCAL STREET SECTION SCALE: 1»0s =1 HORIZONTAL ORIZONTAL 10=5' VERTICAL TI = 4.5 R=44 R/W COMBINATION SIDEWALK PROPOSED CURB do GUTTER , 1 1 'J� A\ v E , WII Z11r rJ I d11 V11 ��o►N r } 1 }-i I r ( }� I }� } } Y11 '3 _j Ls 11 Oz 11 x FzQ {SUS I ��� W�c` zui � v 3 3 3 3 3 3 ' 3 13 ��a` Imr:►'- 02 U-* FWE i= - a� 21 °��� p AMM �.� �� �.� ��� - - - m� a� Nzo�Q �(0W ��� a I m ON =� r 1119 ��� ZJ QW NN; �M a i o 18 1 17 0 1 a 4 o o a0 N� �mW 2t�o- + Q-! 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J W + + + m++ + ++ Nl.j.! -- - Oc� �'-- y`' �`' I �+ mm lym 1 �do0_ 1 I W•-� 1 MI ' &j (A c-�c~i�zc I I 0 I a 1 0 ( 0 1 0 1 0 1 �v~ic~il 0q ( 0� c�i�F in r I� mNN PERPETUA W. BIDWELL DR. SEE SHEET 6 EVANSBURG AVENUE SEE SHEET 5 r � �' (STA. 10+00.00 TO 17+90.00) SCALE: 1" = 50' HORIZONTAL P_ i j J - -- a --- - -- - - - -- ---- J - -- - -- --- - - - ---- -- - - - - - - - --m -- - - -- W - 358 ----- --- - --- --- � _ - = -- --- - -------- ---- --- � -- - - - -- , _ - --- ---- - - -_ _ _ =- - -- -- - -- , --- �- - �- 358 J -.1 J W W �--__-- Yn - -- - - --- - ---- - -- - ------ --- ---- - -- - - - - -- -- - -- - - - -- - ---- -- - -- -- - - - - --- - - - - ---- --- ---- - - - - - q 354 ---- -- - - -- - --- - -- - - - - - - - -- ---- -T-- - - - - ----- - - --- --- -- - - - - - -- -- -- - - - - - ---- - - ------ L - -- ---- - - f + - -- ---- - - - - - T - - 354 + Jam+ m� v -- c EXISTING GROUND - - - - - - - - - 6 -- -,� Q _. Q --- QQ--------------- -- -- - - - -- --- - - - - -- - 350 Q � � � � Q ---- -, - � � � 350 c5 m a m D N C�9 N - - - - - - - - - - - - - - - - - - - - ------- -- -- _ --- - = -- r -_ W - - ---- -- - --- -- - --.-. - ___ _ - --- -- --- -- - -- --------"-- --- - _..- - - --------- --- - -- - -- - -- -- - -- -- - - - - - - - - -- - -- - - - :_ '- -- - - - - - -- - - - -- - - - - -- - - - -- -- -- - - - --- - - - - - - - - - - 346 = s --o 57`X=0.4sz - 346 N - , 342 - - - - - - - - - -- -- - -- - - - - - -- -- -- - - - - -- - - - - - - - -- - 342 -- - - - - -- PROPOSED NORTH FLOWLINE mMi t , 338 M -- --- - ---- - - - -- ---- - - - - - - - -- - --- -- - - --- - ---- - - --- - -- - - : - -- : - - - - - - - - - - o o W 338 Z J -Z' ,M LnJ - 334334 q - - + cn J r �, N =- Q W s - - - - ---- - - - a 10+00 11 +00 Z o 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) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: R1-1 �2 CONSTRUCTION NOTES: NOTES: i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TOP OF MANHOLE/TOP OFG.EANOUT ELEVATION ABBREVIATIONS O CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM MAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. "Rt -1" - STOP "Wi-Y - DOUBLE ARROW _ _ o STORM DRAIN UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY 'WI -6" - SINGLE ARROW O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE OBE TYPE 'T A.C. OVER 0.45' AGGREGATE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1' - DO NOT ENTER "WI -i' -CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95RWSIELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING "W3-3" -SIGNAL AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER G.O.B. STD. ST-9.UNIT STANDARD PLAN R.S.P. A88A-CASE A.BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP -AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 3. QLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE "B' AC. OVEESTANT 12' UMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER �& OM CTE 0 BE COMPACTED TO 95XSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7' -KEEP RIGHT "S5-2' -ENO SCHOOL ZONE STANDARD SPECIFICATION PTH02-ALKYD. � /� BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE PER C.O.B. STD. ST -9. 1.25 L r � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBg2A� 4. ALL CATCH BASINS TO BE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, PIVC POINT OF INTERSECTION TC TOP OF CURB 'W31(CA)' -ENO "S4-3' - SCHOOLSEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 5 TO 95X � MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". OF VERTICAL CURVE TP TOP OF PAVEMENT "WI4-1" - DEAD END 'R2-1" - SPEED LIMIT 20 ®UNLESS NOTED OTHERWISE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14-2" - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT INSTALL AA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACTT IF F AAADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR FURNISH & INSTALL IRRIGATION CONDUIT 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Ic FURNISH do INSTALL INTERCONNECT CONDUIT PHASE BOUNDARY FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 EASING SURVEY MONUMENT TRACT BOUNDARY E 1e3 TQs 1gs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. TR3=N0. 3 1/2 SIZE TR5=NO. 5 SZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT „ FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OO CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: SCALE: 1"=50' O INSTALL STREET U(TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ECTION LETTER -<-->- FURNISH &�iT-5800 LUMEN PER G.O.B. STD. ST -14. 25 0 50 100A -a- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ITEM OF WORK -SEE SCHEDULE SECTION LINE NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12'5 SHEET SECTION IS LOCATED PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED m � to N - C4 j > M O II > J Z O J ---- - - -- - AS 358 -- -- - - - x - - - - - - M 7c - - - • - - ------------- - O�IIW dJ --Z W - - -- - : -- - - - - - -- - - --- -- - : -- --- } - - - - --- - --- -- - - -- -- - - --- J - - - ---- - - - -- -- -- - - - - - - -- -- . - - - - - J - - --- -: 358 Z J J (A LLA v . ___ 354 ____ - _� _ - _-_- .30 . i , m�N3JC ____ ____ ______ _ __ ____- __ _ W W . _. - - i ___ _ _.____ ___ ____-__ _ _-__. _ _ ____.__. ____.-_ - __ ___ -_ __ ____._ ___ _--k,Um _-_ W of - 354 • t V J m+ D: r "a 350: - , -- . T - • �, __-� Q - ��„ Z a - -; -- -- - - EXISTING GROUND - - - - - - - -- - --- - - - - - - - - - - --- - - - Q m - - - - - - 350 W -�-- -- r - S--0.45% - �S -0.5 1X` 346 3$ - : - _a4sx ---- -3465--2.8 N .nM --- - --- - - - - - - - - -- -- - - - --- - ---• PROPOSED SOUTH H FLOWLINE WLINE ---- t! 0 342342 DEPRESSION AT: � > �- ' M -LOCAL --- CATCH BASIN --- � - --- --- - - -- -- -- - -- - - -- --- --- -- - --- -- -- --- - -- - _ __ _ -- - - - - 338 - - -- --------- - - - - - - - - -- - - -- - -- - - - -- - - - - - - 338 t W : a T N 334 t�, d C a' ----- - -- ---- - -- ---- -- - -- - - - --- : -- - - -' ----- - ----- - --- - - - -- 334 • 10+00 i 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.02 TO 17+89.98) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: R1-1 �2 CONSTRUCTION NOTES: NOTES: i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: TOP OF MANHOLE/TOP OFG.EANOUT ELEVATION ABBREVIATIONS O CONSTRUCT TYPE 'B' CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM MAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. "Rt -1" - STOP "Wi-Y - DOUBLE ARROW _ _ o STORM DRAIN UNE FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY 'WI -6" - SINGLE ARROW O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE OBE TYPE 'T A.C. OVER 0.45' AGGREGATE CL CENTERLINE BVC BEGIN VERTICAL CURVE "R5-1' - DO NOT ENTER "WI -i' -CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95RWSIELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING "W3-3" -SIGNAL AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER G.O.B. STD. ST-9.UNIT STANDARD PLAN R.S.P. A88A-CASE A.BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP -AHEAD SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN 3. QLD RIVER ROAD -PAVEMENT TO BE 0.45' TYPE "B' AC. OVEESTANT 12' UMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER �& OM CTE 0 BE COMPACTED TO 95XSITY ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE 'R4-7' -KEEP RIGHT "S5-2' -ENO SCHOOL ZONE STANDARD SPECIFICATION PTH02-ALKYD. � /� BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT S SANITARY SEWER UNE PER C.O.B. STD. ST -9. 1.25 L r � CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBg2A� 4. ALL CATCH BASINS TO BE "A" WITH 3.5' OPENINGS PER C.O.B. STD. D-14, PIVC POINT OF INTERSECTION TC TOP OF CURB 'W31(CA)' -ENO "S4-3' - SCHOOLSEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 5 TO 95X � MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". OF VERTICAL CURVE TP TOP OF PAVEMENT "WI4-1" - DEAD END 'R2-1" - SPEED LIMIT 20 ®UNLESS NOTED OTHERWISE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14-2" - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT INSTALL AA SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACTT IF F AAADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR FURNISH & INSTALL IRRIGATION CONDUIT 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 Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. Ic FURNISH do INSTALL INTERCONNECT CONDUIT PHASE BOUNDARY FROM FLOWLINE TO FLOWLINE. SEE DETAIL ON SHT. 7 EASING SURVEY MONUMENT TRACT BOUNDARY E 1e3 TQs 1gs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T-1. TR3=N0. 3 1/2 SIZE TR5=NO. 5 SZE TR6=N0. 6 SIZE PROPOSED EDGE OF PAVEMENT „ FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. OO CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: SCALE: 1"=50' O INSTALL STREET U(TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ECTION LETTER -<-->- FURNISH &�iT-5800 LUMEN PER G.O.B. STD. ST -14. 25 0 50 100A -a- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. ITEM OF WORK -SEE SCHEDULE SECTION LINE NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 50 12'5 SHEET SECTION IS LOCATED PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED m � V) Z O N W of W 7.. 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S89 "E g � 1114.65'I _Q18 DRAIN - - v - M oomd 4F= w H C13 r ZN'I I b -'1 C1 BCR BEGIN CURB RETURN PI SCALE: 1" = 10' VERTICALuj I L. i ' o ; : �Z - x z o j ' < v�J <v`a'�zon W > o:oz a fl , 101 ' j i I ' !- i _ i Q m+ O V � J O > {pJ -� u kL I J 1 vii ± J J cLX v v j + 40 1n �. o M z ix + m N tIr LM I v I l v j i i ~sem N �- - �-- j� I c + �+ ! �ISTIN�i-S:RQUIrID -- W_EXISTING ± W 43 AnLn Ln in oo }, } m S=� 0000 0000 +++ E 4<. -'A 5 + PERPETUA WY. l BIDWELL DR. SEE SHEET 6 11 .i 1 `�1 E-- -- -- - - - - -- - -- --�--- -- I I _ SEE SHEET 5 11. n 3I + 1 N J I aJ 1 a� I a� I �J <J <� '-aJ I rJ M 11 J 11 ...J ' - Q y� {,� {,� {,� 1 �� 1 �� I - m�� mail _j Ln Kim<' N WJE >� >� >� ' > - d' "" 1 - I �� I O I 700 W<le ' "ao Om D C� CO 00 CV G� C6 O p ANN C�•. + 1 $ m co o I r� + N �� �zW I . d 1 a+ I + ( i , + + I + I + I rn �JLo•L 41 40 39 38 37 1 36 1 "� ay �� 1 35 a I Q 34 33 a , �� 32 ��I I J v' I I NN aJ w I , I $� to I I Lo o ti , 't LL,:I L, �I Cp it -! 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SEE SHEET 6 11 .i 1 `�1 E-- -- -- - - - - -- - -- --�--- -- I I _ SEE SHEET 5 11. n 3I + 1 N J I aJ 1 a� I a� I �J <J <� '-aJ I rJ M 11 J 11 ...J ' - Q y� {,� {,� {,� 1 �� 1 �� I - m�� mail _j Ln Kim<' N WJE >� >� >� ' > - d' "" 1 - I �� I O I 700 W<le ' "ao Om D C� CO 00 CV G� C6 O p ANN C�•. + 1 $ m co o I r� + N �� �zW I . d 1 a+ I + ( i , + + I + I + I rn �JLo•L 41 40 39 38 37 1 36 1 "� ay �� 1 35 a I Q 34 33 a , �� 32 ��I I J v' I I NN aJ w I , I $� to I I Lo o ti , 't LL,:I L, �I Cp it -! JI JI JI (c 3 + gl Z � I �` 1 La: l �, �, N N I J c N o 1 - < `q `o m 'n ,� 1 ui 1 -i -1 d o - A .iF o N C', $I +I w co Lri rn � {c �) t~04 i� + N I I S 1 dN II ,� ,nt +I +I +I t- Lv -r r 1 �- I I � I � 00I rn I a I d m ^I I 12+00. 8" SEWER IS _Q18 DRAIN - - > 00 FL 7 POINT ON VERTICAL CURVE CL CENTERLINE BVC R/Ilt > N SCALE: 1" = 50' HORIZONTAL -'1 END VERTICAL CURVE BCR BEGIN CURB RETURN PI SCALE: 1" = 10' VERTICALuj f L. i ' o ; : �Z - x z o j ' < La. I i i t i_< °r'-- i j , ' - POINT OF COMPOUND CURVATURE , 11 ' j i I ' !- i ..I i Q m+ O ~ + O • <-`l �Ig j� d j # m j Go + La a j + i( �. EXISTING SURVEY MONUMENT + m N !0 I v I l v j i i ~sem N �- - �-- j� I Ix_ Cj d E j 1 I i ! 1 W ! I ! �ISTIN�i-S:RQUIrID '-1 42 W_EXISTING .d N' W 43 AnLn } oo }, } m S=� 0000 0000 +++ I 3+ m o (c •2 m __ I I N 0 N N 1 i -� ; i j 63 3 �� I I d, d 1 d, , •- 1 r-1 `� I I 3 NJ- 2 N N 3 I va 2 R/w ti 1 630R1 -�- ---�-- - - ---1.-- -4=51L___ 00 Cl 14+00 S 89106'48" E 1114.65' 15+00 16+00 _ M o " a - �- - - s +- ` �_ s a I _ _ I _ s - -1- - _ �_ s18+00 - - I N - s 19+00 8 SEWER s 20+00 + , - - s 1• i8" DRAIN a -o I - _ �- a _ - -� - a --} - - - -I-- - T �8" DRAIN - - ` - 0 M C1 2 TJ JJ J -... _ - -- -- �, W_i til "T 1�i� , �� 2 'i JT J $1 u l L61 �) tel M �+ �' {� J + m °° '; N' rn' '1`' d 1 I m 1 m, WTI c 3 I z' SI I + + <m_ to Io z : <1 d1 : dl I I ) co�I rnI CA J J < J ci NI NI '-I F<-+ <1 d1 dl I NN 46 N - 47 N' 1 NI�' = ISN 44 45 -NI NI �� } } 48 r r 49 50 } } 51 52 r } 53 r I W� ANN 3 I 3 I 3 I < I N++ o o I a &!2 W NN <dd o ' cd I o I o I o 1 o I n c it I it o: add a'HH 1 I G I O UI< NN � C9NN 1 � I I LaINN II N ALONDRA DRIVE [CTA 11 i77 7A T!1 71 i1 A ar,l M mId: w > M W Ld LEGEND: M SCALE: 1" = 50' HORIZONTAL > W L4 LLj SIGNS PER C.O.S. STD. T-19: > 00 FL M (STA. 11+73.74 TO 21+06.06) POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE > N SCALE: 1" = 50' HORIZONTAL > END VERTICAL CURVE BCR BEGIN CURB RETURN PI SCALE: 1" = 10' VERTICALuj f L. i ' o ; : �Z - x z o j ' < L4 ! -z I i i t i_< °r'-- i j , ' - POINT OF COMPOUND CURVATURE + j i to .r' ! i -i 1- I - POINT OF INTERSECTION TC ' j i I ' !- i i ! j i Q m+ O } + O • <-`l R4 j j� d j # m j Go + La a j -- ----1 3 i j i( �. EXISTING SURVEY MONUMENT + m N !0 I v I l v j i i ~sem --�� I 3 j !- ; ! j i �- - �-- j� W a Ix_ Cj d E j 1 I i ! 1 W ! I ! �ISTIN�i-S:RQUIrID W_EXISTING o W I ,� ,,OUND i E to 05 (nn oo -S=-0.31 _5-5OX } m S=� a 8 m o (c •2 m __ I I N 0 1 �ci f ' I I I -i -- h i -� ; i j j I J c i ►'�-i !!! I 11 1I I M M j..-_-®_ j i� j j j i M i ! - 1~ ! I ?- I + PROPOSED SOUTH] FLOWUNE j W W 0- o.,�► W W W - 1 W !W J _o � v W � LLI La W W .��__��__. 3 C----- " �z x a �� - - j 1 i- a► -1 - j -�- --- - 4- �- - -�+-- - - - -F --i-- -- - - ----- --- --- --- j -- - - �' ----- W I u N y Ix i 4 c9W 2�,_--___ - j _ , i u ( j ct__� N ! pup r i V QV Ctti i i J i i 02 O v "Acnza O 9+00 A 10+00 11+00 12+00 358 354 350 346 342 338 334 13+UL) 14+00 15+00 1 t3+00 19+00 MUSIC rAC11111 9+00 10+00 11+00 12+00 LEGEND: _RIs_t FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: ABBREVIATIONS 00 FL M (STA. 11+73.74 TO 21+06.06) POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE > N SCALE: 1" = 50' HORIZONTAL > END VERTICAL CURVE BCR BEGIN CURB RETURN PI SCALE: 1" = 10' VERTICALuj ECR END CURB RETURN PRC .J BC J POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP j D i i+ W I �- -yIn T -C Q f---�--- -- ----1 3 i j i( �. EXISTING SURVEY MONUMENT + i j G Z© j z-� W i 'n O l T- ; } coi m SIGN PER C.O.B. STD. T-1. --�� I 3 j !- ; ! j i FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STM. ST -14. ��� _` ! ! �cyj� --j - _ - --t-----#- I i v $ - ->- j II ! I N W_EXISTING W $ N v ,� ,,OUND i E W oo {n vl } m i i ! tai a 8 m o a m N 0 J I I -�- o .� ^' i + PROPOSED SOUTH] FLOWUNE 4. Z l--� A W _o � v W � LLI La W W -t---- + '� gall � ! W W� i W W _ i 1 ! ��� i ! W I u N y Ix ( j ct__� N O v 9+00 10+00 11+00 12+00 13+00 14+00 LEGEND: _RIs_t FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: ABBREVIATIONS "WI -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 PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. �. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -c=>- FURNISH & INSTALL STREET UGIT -5800 LUMEN PER C.O.B. STM. ST -14. -'ED FURNISH & INSTALL STREET UGIT -9500 LUMEN PER C.Q.B. STD. 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 358 354 350 346 342 338 334 358 CURVE � _RIs_t FURNISH & INSTALL TRAFFIC SIGNS PER C.O.S. STD. T-19: "R1-1" - STOP "WI -7" - DOUBLE ARROW "R6-1" - ONE WAY "WI -6" - SINGLE ARROW "R5-1" - DO NOT ENTER "WI -1" - CURVE ARROW "R26(CA)" - NO PARKING "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 "W31(CA)" - END "S4-3" - SCHOOL "W14-1" - DEAD END "R2-1" - SPEED LIMIT 20 "W14-2" - NO OUTLET 348 Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT 1c FURNISH & INSTALL INTERCONNECT CONDUIT i[s To Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 400.00 TR3=NO. 3 1/2 SZE TR5=N0. 5 SIZE TR6=N0. 6 SZE �j CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O 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 358 354 350 346 342 338 334 358 CURVE � 354 LENGTH 350 DELTA 346 20.00 342 L� 338 c2 500.00 aEV15ION 334 App&ovcr� sly: CURVE TABLE CURVE � RADIUS LENGTH TANGENT DELTA ]t 20.00 31.42 20.00 90.00 c2 500.00 3.73 (•$fo 00'2538 C3 5od. 3 a I IMP Z20561 C4 520.00 348 I °I'f 0d7,4s C5 466.00 3.506 1.19 O625313 % 400.00 3.34 I •SB WI SSI' 17+00 18+00 19+00 20+00 21+00 REVTS1oN r r APPIZ oYED 6,Y TV DATE DANIEL FADIU.A INCE IPID09 RP 9130119 „ 2 TIP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - Seo- STORM DRAIN UNE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cstr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER UNE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 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 � ■ ■ � ■ m � m ■ � TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CTION LETTER - - - - - A SECTION LINE 1 ET SECTION IS LOCATED CONSTRUCTION NOTES: 01 CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. OCONSTRUCT 12' 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". O6 INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTAL. END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH 014-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWLINE. SEE DETAIL ON SHE 7 ® CONSTRUCT 6' COMBINA11 MI SIDEWALC PER C.O.B. STD. ST -3. NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERWISE NOTED NOTES: 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. bmo_ 0 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. 0 + :AGGREGATE BASE OVER ; PAC TO BE COMPACTED TO 95% FIMVE DENSITY PER C.O.B. STD. -9. 1.2S' 4. ALL CATCH BASINS TO BE TYPE A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, UNLESS NOTED OTHERWISE. ko SCALE: 1"=50' 25 0 50 100 50 12.5 91 i ■ O V 46 IM p � x o mj W CLa U O H _ O z LL- I z 1 J Q J 4 c co nrJ H- V W 4c ' w C z 3 0 Z OE Q W to N 04 to W $ N v °C W N W W } m m a 8 m o a V 46 J Z x r mj W CLa V J Z x r mj W CLa W H _ IL _0 H J W No N 0 = co nrJ H- 4c W 4c ' W 9c C z Z OE Q Off 1- 04 d W Y °C W a J a m N 0 J 4. W _o � v W � _ 5 Ix N O v O r oc K O 0 V J Z x r Q W CLa W <Z _ IL _0 H W No N 0 = co nrJ H- 4c 4c ' W 9c C z Z OE Off 1- 04 d W Y °C W a J a m N 0 J W W � _ _ S 89'068" E 206.54' 11♦01 � I C1 F' H A �I a Ct BIDWELL DR. N p� ao I S C 35.00 SEE RIGHT I J� C3 84.00 111 I 134.85 O O 35.00 co I I oCo's li mdo 47.53 („j ti mJtoI 90.77 C6 30.00 N N 30.18 Oicdl C3 > 2 N11')» N+ d r±1 -- -- 342 =0.516 N--� W m o p W � LU �; 346 338 J J -I J' - J f - --- WWW-_�n�_=_,.: > W W W W 338 1 7-- 4 G 4 W'H cn 4 G d SANITARY SEWER UNE � + , l 25 1 "A" 6 Q Go �H o � + "'S cn W Q, �p+QN 2 d r C] 3CWA Z o m R t~n// �I m -- - - --- ----- - - aaa _ S 89'068" E 206.54' 11♦01 � I OLD RIVER RD. SEE SHEET 7 o Ila N 3 zap O J J v ci Ln N 3 to N r r 1�-• H N N EX.' STEM PIPE TO E REMOVED 4 C5 Q 3 � 630Q1 y f w C1 RADIUS LENGTH �I a Ct 20.00 N p� ao I S C 35.00 N I J� C3 84.00 0 1 134.85 O O 35.00 I Vs LJ vy vy i WATER o 8 47.53 I 90.77 C6 30.00 N N OLD RIVER RD. SEE SHEET 7 o Ila N 3 zap O J J v ci Ln N 3 to N r r 1�-• H N N EX.' STEM PIPE TO E REMOVED 4 C5 Q 3 � 630Q1 y f w CURVE TABLE CURVE i1` RADIUS LENGTH TANGENT DELTA Ct 20.00 31.42 00l 90.00 o 35.00 N N 6.94 to C3 84.00 0 202.06 134.85 C4 35.00 54.98 LJ vy vy i WATER 30.00 CURVE TABLE CURVE i1` RADIUS LENGTH TANGENT DELTA Ct 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 C5 30.00 47.53 30.40 90.77 C6 30.00 47.30 30.18 90.34 FOGARTYWAY *CONTRACTOR LOCATE O CONFIRM THE HORIZONTAL AND VER11CALLOCAT ON (STA. 10+00.00 TO 12+06.54) OF THE EXISTING 16" WATER LINE. WATER SCALE: 1" = 50' HORIZONTAL LINE SHALL BE PROTECTED FROM DAMAGE. IF WATER LINE IS EXPOSED DURING EXCAVATION, THE CONTRACTOR SHALL d r COORDINATE WITH THE CITY OF dd' BAKERSFIELD WATER RESOURCE I d DEPARTMENT FOR ENCASEMENT OF LINE. 358 - - -' a }- - TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCTION NOTES: - - -J 358 W 358 ' - r -- - - r- 354 Q-- 8co r _ EXISTING GROUND354 - - - , r END VERTICAL CURVE BCR a � �N C Q POINT OF INTERSECTION ECR ENO CURB RETURN PRC 350 t - - r- - m -=m -- , -w s= - - - - - -- 350 POINT OF INTERSECTION TC - - r 0 87* S= - 0.51 S- S- - 0.51 0.4T3� 354 346 - - - - - - - - - - - - - -- -- 346 .Q W n .PROPOSED 350 ` m rn " a ---- 342 = cc m r1 cc NORTH -- � rn tdry - a � N fLOWUNE - d d d - ~' -- -- -- 342 =0.516 N--� W m o p W � LU �; 346 338 J J -I J' - J f - --- WWW-_�n�_=_,.: > W W W W 338 36 7-- 4 G 4 W'H cn 4 G d SANITARY SEWER UNE W ry m J , l 25 1 "A" - END - SCHOOL 334 � : - -- "------ 334 . Q, �p+QN =-- >-' INSTALL SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY U a o' v a cx a 338 ; W- W "i W W W -- -------- - -- ----- W J� .___ __ _DLJ -- cnZo-- -- - - --- ----- - - aaa 10+00 11+00 a a 12+00 (STA. 10+00.00 TO 11+80.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL (STA. 10+00.00 TO 11+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCTION NOTES: ABBREVIATIONS FL 358 ' - r -- - - r- -- -- co . --- - - - - 358 END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC d- - - - +354 POINT OF INTERSECTION TC TOP OF CURB 354 OF VERTICAL CURVE TP r+ t m W' SDMH � FINISH CONCRETE .Q W INVERT RCP 350 ` G.B. EXISTING GROUND m Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. 350 EXISTING SURVEY MONUMENT =0.516 $0.20% •2Mm'L9� SOd= + 346 OD N -o- f -EBO- Nd 36 "R81(CA)' -HIKE LANE "W31(CAT - w cc PROPOSED SOH FLOMUNE SANITARY SEWER UNE , l 25 1 "A" - END - SCHOOL ® SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE : - -- "------ - 342342 "W14-1" - DEAD END 'W14-2" --S -J ------ =-- >-' INSTALL SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. 338 ; W- W "i W W W -- -------- - -- ----- W J-- W W-- ----- - -- - - - 33 8 aaa a a a rs FURNISH INSTALL TRAFFIC SIGNAL CONDUIT n= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS ---334 PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C 334 IR 10+00 11+00 12+00 (STA. 10+00.00 TO 11+95.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL BISCAYANE DR. SEE SHEET 6 P I r ,� � Mij U) (L - ALONDRA DR. SEE SHEET 4 EVANSBURG AVE. SEE SHEET 3 1 � I I E -- g n C2 cncr N. o Z o 1. Q rnlCD W 1 w co i C4 "Sao / ICA 5g A In ANN N (h v } F°SEES • BIDWELL DRIV Q ALL PHASES TO BE {STA. 12+85.16 TO 19+45.48) CONSTRUCTED SIMULTANEOUSLY SCALE: 1" = 50' HORIZONTAL 12' CROSS GUTTER 50.00 � VERT. CURVE aq M to d to 40 d ] d W d d > W La > > uj J J J J J Juj LV J > > li J li J J uj-- - W N 1 f[f tcG p 2 N ^ J I d' Y Q ------`------ - ------'---------------------------- -- -- -� --- - ---- ------ --- - ---------- ---- - -- ----d ---- -- ------------------ ---- - --- ------ ----- ---- ----- . 358 a - - - - - - - - - 358 > : LL: : h Y a U W d Q I + v o � d rnT -- z oy N m+ -+ + ty rn N 6� z W , Q + I m r f + i r W W �'* 354 N + + + N N - - o Q- v - - 354 �r �r -; --- -- w? - - --; - -- - - .dam-- � - -- _ --tea � �--m � - '? °° I W ti �? > Lir W � 5 03!! EXISTING GROUND --- - m - i-- - - - - - - - - - - - - - - - _ c� 350 --- - - - -- --- -- - --- - - - - -- - - - - - - - - - ---- - 350 m a W (n N W a I am m 4a1 'cna a. 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CURVE t > cow 1116 and d J W d M d try tr rn W > •J _ ty _ W_ J W J J Z J - - -. !'N -, -- �, -- - --- --- .1 J W J 358 -, - --- -- - - - - - - -- -- < --- - �y- -- - - -- - -- - - - - 358 W t+r Cf W N ; - -- - - + - --- - - - - - - --- -- - - N W d: M d - -- ... ci m + Q .r '^ W 117 W to 354 o -. Q - - +�- - - - - - -- -z - 354 `---- -�_--- ----'-------- *--------- '-----1x1 �-----_II' ..__,-_ ..--- ---�---- �--.___ ------ •-'----- � -�� --- �-- ---- --- - ------ ------ - - '---�---- --- --� - r-`- ---- - � ---- ------ - ---- - - ----- - ----- Jr.F �-:---------- -------- - ------ - - - - .- - - -T- -- - - r -------- SC -- C7 -x a J C7 I tr � 4 0 1- U � r �l 35 - -- - -- - - - - - - - -- -- - - snNc GROUND - -- --- - - . - - ---- - > Q -- - - - --- - -- --- -- a - --- - - -- 51 a - - - - - - -- 350 0 ao q I m �+ ao a 0 a Lj c� W s H _:: r� 4i: ,. 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J - _ � baa �aaa CL m- Q 334 - - - -- - - - - - -- r - -- - - - - - - - - - - - ---- - -- - - - - - -, -- - - - - - - - - 334 tJ� W + J t (SAn d' J : { - - - --- - -- -- - y1.. - - - - - u s i Z LAJl uj 12+00 13+00 14+00 c0i z n 15+00 16+00 17+00 18+00 19+00 x W a ao (STA. 12+97.31 TO 19+69.79) W < Z W SCALE: 1" = 50' HORIZONTAL ~ = O SCALE: 1" = 10' VERTICAL �- i-- cnUEd R'-' i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: LEGEND: TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCTION NOTES: ABBREVIATIONS FL FLOWUNE 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 ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB "W1 -i" - CURVE ARROW OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. "W3-1' -STOP AHEAD EXISTING SURVEY MONUMENT SEE SEWER AND STORM MAIN PLANS, CATCH BASIN --+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH do INSTAL. STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. -EBO- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.D.B. STD. ST -14. BISCAYANE DR. SEE SHEET 6 P I r ,� � Mij U) (L - ALONDRA DR. SEE SHEET 4 EVANSBURG AVE. SEE SHEET 3 1 � I I E -- g n C2 cncr N. o Z o 1. Q rnlCD W 1 w co i C4 "Sao / ICA 5g A In ANN N (h v } F°SEES • BIDWELL DRIV Q ALL PHASES TO BE {STA. 12+85.16 TO 19+45.48) CONSTRUCTED SIMULTANEOUSLY SCALE: 1" = 50' HORIZONTAL 12' CROSS GUTTER 50.00 � VERT. CURVE aq M to d to 40 d ] d W d d > W La > > uj J J J J J Juj LV J > > li J li J J uj-- - W N 1 f[f tcG p 2 N ^ J I d' Y Q ------`------ - ------'---------------------------- -- -- -� --- - ---- ------ --- - ---------- ---- - -- ----d ---- -- ------------------ ---- - --- ------ ----- ---- ----- . 358 a - - - - - - - - - 358 > : LL: : h Y a U W d Q I + v o � d rnT -- z oy N m+ -+ + ty rn N 6� z W , Q + I m r f + i r W W �'* 354 N + + + N N - - o Q- v - - 354 �r �r -; --- -- w? - - --; - -- - - .dam-- � - -- _ --tea � �--m � - '? °° I W ti �? > Lir W � 5 03!! EXISTING GROUND --- - m - i-- - - - - - - - - - - - - - - - _ c� 350 --- - - - -- --- -- - --- - - - - -- - - - - - - - - - ---- - 350 m a W (n N W a I am m 4a1 'cna a. A.51 Sz �- �3@XT = S= �i - _ �? 11'1 .5i� _ S- _ � � 0..� -i Q S- 0. 39X 0 - - - -- - -- - -W - - - - - - - - - -- - - - -- - - -- - -- - - - -- - - --- - - -- --- - - - - - - - - - - - - - 346 I - - - 346 µ t°' PROPOSED WEST FLOWLINE d �(- d .�• : d d I (D iC' t0 Itf M ¢ M N y M M M d d 1 ----- - - - - --- - - - -- - -- -------- - 342 + u �._ _ 342 n N � � W > WJ > > _ > } ul Z j J W W W W W W J J J h r W 4- : U- 338 338 --, - -- r -- -- - - ----r -- - - - - -- -- - - - - - - -- a - - -- a ©.� - - - - - -- --- - -- - --- --- - - - --- -- -- - - - - 338 - -- --- T--- - - � N - 4 W d N p 4� M r r r - - Q - - - -- -- - -- - -- -- 2 -o a 334 334 W -- -- . - - - 1-- - - - - `` - ? --- -- --- -- - - - - - - - - - - - - - - - ----- -- - - -- --- -- - - - -- -- - - _ - -- - - - - - - - - - ----- --, Q a: 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 (STA. 12+85.16 TO 19+45.46) SCALE: 1" = 50' HORIZONTAL z SCALE: 1" = 10' VERTICAL 2 Go `* 50.00 > M VERT. CURVE t > cow 1116 and d J W d M d try tr rn W > •J _ ty _ W_ J W J J Z J - - -. !'N -, -- �, -- - --- --- .1 J W J 358 -, - --- -- - - - - - - -- -- < --- - �y- -- - - -- - -- - - - - 358 W t+r Cf W N ; - -- - - + - --- - - - - - - --- -- - - N W d: M d - -- ... ci m + Q .r '^ W 117 W to 354 o -. Q - - +�- - - - - - -- -z - 354 `---- -�_--- ----'-------- *--------- '-----1x1 �-----_II' ..__,-_ ..--- ---�---- �--.___ ------ •-'----- � -�� --- �-- ---- --- - ------ ------ - - '---�---- --- --� - r-`- ---- - � ---- ------ - ---- - - ----- - ----- Jr.F �-:---------- -------- - ------ - - - - .- - - -T- -- - - r -------- SC -- C7 -x a J C7 I tr � 4 0 1- U � r �l 35 - -- - -- - - - - - - - -- -- - - snNc GROUND - -- --- - - . - - ---- - > Q -- - - - --- - -- --- -- a - --- - - -- 51 a - - - - - - -- 350 0 ao q I m �+ ao a 0 a Lj c� W s H _:: r� 4i: ,. 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J - _ � baa �aaa CL m- Q 334 - - - -- - - - - - -- r - -- - - - - - - - - - - - ---- - -- - - - - - -, -- - - - - - - - - 334 tJ� W + J t (SAn d' J : { - - - --- - -- -- - y1.. - - - - - u s i Z LAJl uj 12+00 13+00 14+00 c0i z n 15+00 16+00 17+00 18+00 19+00 x W a ao (STA. 12+97.31 TO 19+69.79) W < Z W SCALE: 1" = 50' HORIZONTAL ~ = O SCALE: 1" = 10' VERTICAL �- i-- cnUEd R'-' i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: �•2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION CONSTRUCTION NOTES: NOTES: 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. "R1-1" - STOP "WI -7" - DOUBLE ARROWO "R6-1' - ONE WAY 'WI -6' - SINGLE ARROW --- D STORM DRAIN UNE O CONSTRUCT 5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE 'B' A.C. OVER 0.45' AGGREGATE 'R5-1' - DO NOT ENTER "W1 -i" - CURVE ARROW ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE -DENSITY PER C.O.B. STD. ST -9. 0.401 Q 'R26(CA)' - NO PARKING "W3-3" -SIGNAL AHEAD 3 UNIT STANDARD PLAN R.S.P. A88A-CASE A. "B" ' 'R3 -5R' - RIGHT TUBI ONLY "W3-1' -STOP AHEAD SEE SEWER AND STORM MAIN PLANS, CATCH BASIN I OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE A.C. 0 AGGREGATE 'R4-7" - KEEP RIGHT 0S5-2' - END SCHOOL ZONE ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH02-ALKYD. BASE OVER � COMPACTED E COMPACTED TO 95% VE DENSITY PER C.O.B. STD-.. "R81(CA)' -HIKE LANE "W31(CAT "54-2' -WHEN CHILDREN ARE PRESENT "S4-3' S SANITARY SEWER UNE CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. SID. ST -17. COMPACT SUBGRADE , l 25 1 "A" - END - SCHOOL ® SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12' BEYOND GUTTER UP TO A DEPTH OF 12" . 4. ALL CATCH BASINS TO BE TYPE WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, "W14-1" - DEAD END 'W14-2" 'R2-1' - SPEED LIMIT 20 INSTALL SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY UNLESS NOTED OTHERWISE. - NO OUTLET ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT Q F ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY OF TRACTT IF REMOVE AND SALVAGE SIGN WITH CONSRUCTIIN OF ADJACENT PHASE rs FURNISH INSTALL TRAFFIC SIGNAL CONDUIT n= CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C IR FURNISH & INSTALL IRRIGATION CONDUIT WITH W-31 (CA) SIGN MATH OM4-3 MARKER. BARRICADE IS TO GO PHASE BOUNDARY FROM FLOWLINE TO FLOWUNE. SEE DETAIL ON SHT. 7 Ic FURNISH do INSTALL INTERCONNECT CONDUIT 35 s FURNISH do INSTALL SPUCE BOX FOR INTERCONNECT ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. SID. ST -3. TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: CRON LETTER - - - - - A SECTION LINE 1 SHEET SECTION IS LOCATED NOTE: ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD UNLESS OTHERVASE NOTED SCALE: 1"=50' 25 0 50 100 50 12.5 ALONDRA DR. SEE SHEET 4 I �II C1 > > W uj J TANGENT DELTA N M Z> 20.00 I 20.00 3 J J I a --� 22.43 N � - -� J -� - - - - - - - - - --- -- -- --y� W N z 1 35.00 90.00 I O ,' Q I_j Q w I I 00 --00 � -- - -- � W a mai-=------�----- � --- _-- i -- -- - + -+-- - -- -- m N I: -z - i II P �4 A Q; r PERPETUA WAY (STA. 10+00.00 TO 13+15.12) SCALE: 1" = 50' HORIZONTAL 1 N 4::_ C4 co + I J d FQ- M cn n + / 0 N / C4 R/W C2 1 to �O O CD rn � y I^ Z m W W U) N Cl + z z 00 Ips > > rn ITIW Q N-- - ANSBURG AVE. SEE SHEET 3 (STA. 10+08.58 TO 13+15.14) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CURVE TABLE > > > W uj J TANGENT DELTA N M Z> 20.00 31.42 20.00 J J J 35.00 13.70 uj 22.43 358 - - -� J -� - - - - - - - - - --- -- -- --y� W N 358 1 35.00 90.00 a Q O -- Q � I' -- W 354- - - --00 � -- - -- � W a mai-=------�----- � --- _-- i -- -- - + -+-- - -- -- -- --- I: -z - 354 ca + -- 4 + - m+ CD i mN �- Nim., ': J cj 350��- m -a W -- EXISTING GR //y- OUND- T m a ti ------- - --- - - a 3 50 346 -- - -- S=0,51x _S= - 0.48 s=- - _=0:872 -S= - - ----- - 346 '- ------ -----ego 'N LA- into� - - -=-- - --=- - - - ------------------------ --- - ---- � ------ - -- � - ._------ ---- --- :----- - ------- - ----? 342 - - n - --- - -- - - -- ' PROPOSED WEST FLOWUNE- - - - - -- - ---- - 342 -- - MMM W-: Z W W W - -- . ;a EN D CON $msiCrr oN ++i 338 '' t_ 4 i VA. 13( 2.50I C.I., 20. oo - : 19+00 � a In Cl + + M + d "WI4-Y - NO OUTLET 338 ® SEE SEWER AND STORM DRAIN PLAN% SEWER CLEANOUT ® INSTALL SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY I 14+00 INV R 16+00 334 : - - a c+ o CA - -- -- - - - - -- -- - 334 I CA 10+00 11+00 12+00 13+00 C1 I N IR FURNISH do INSTALL IRRIGATION CONDUIT (STA. 10+08.58 TO 13+27.31) SCALE: 1" = 10' VERTICAL ]� INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C IS N O FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13.PHASE C4 SCALE: 1" = 50' HORIZONTAL BOUNDARY WITH W-31 (CA) SIGN WITH 014-3 MARKER. BARRICADE IS TO GO OR 10 40 SCALE: 1" = 10' VERTICAL U) > UJ- ____ _ __ - -_ to - W FURNISH g INSTALL SPLICE BOX FOR INTERCONNECT a; .�La 358-o �- - - ,. TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LLj - -- - --- - - 358 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. : �Mi TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - J .,J J J - -ti 4'- -" �a v ---- 1 O - --- --- - -- - -- -- -- 358 354 : uj FURNISH do INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. - 358 r .osul- W -�- %` � 25 0 50 100 Z 354--� 350 - - -� �'- ° c - w I. �} Aa(o Z - - - - - ---- -�- , - - - - -- - - - --- - -- - a{ EXISTING GROUND v -- _�� a 4 v) IA Va- - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 34fi - - -- -- - - 346 350 : - - U --- rn c; - 41N - EXISTING GROUND-+ - - --- N - --- - -- - - --- 350 hPPRo -- - ---_ --- - 1'. - - - -- - - - - - - -- ;` - 346 S --0.70x - - - , - - - - 5=-0.302 - - - --%s W 346 ¢ SHEET SECTION IS LOCATED 42 !J? - - 338WW 3341 4 d 342 , - - t ui - '- - -> - - - - . - - . PROPOSED -EAST FLOWUNE ;- --� 40- �' - - 342 M M �+ W r 338 14+0015+00 a ; - - - - - 1 338 (STA. 14+72.74 TO 16+30.32) W Lail W Q 334 SCALE: 1" = 50' HORIZONTAL x a - 334 SCALE: 1" = 10' VERTICAL 10+00 11+00 12+00 13+00 (STA. 10+08.58 TO 13+15.14) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CURVE TABLE CURVE # RADIUS LENGTH 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 1 54.98 1 35.00 90.00 P H A IS E BIDWELL DR. SEE SHEET 5 F' H A � r to , Z II 1 a I J - F DR. TlMfoIRRLO4si& w;Owlsm�a NOTES: ABBREVIATIONS No -- ---- ---- In c Daa1NAGE EASEMENT PER J + N I MI ; - --- -- --- - -- - - iw„ J W COIL DOC. +t d2i(pa4 s+s 2 3 a ci J� I � I �I+ JI� ?ao a 'I< Q � I' -- W - }m N� a nN cs cN M __J^ :' - ca ''`` /ROP � cm Nim., ': 350 cj Ic + ao �1. 346 +CA?C4 g� 6ASIN 0, 4 y •- C3� 338 ----- - I STA. 13�No.3'I CL, 20.00Lrs• j R/ � 2 -KEEP RIGHT RIGHT -Z' -END SCHOOL ZONE (" "W SrA. (00E.S? su, -1 --U_ 3 rt W ?� 334 : + "'vl NORM 011L F.L, E : 344,11' DpPRE4s�DF.L., 6LV,:3'i3,Ry', . -- - - 334 W-: Z W W W - -- . ;a EN D CON $msiCrr oN ++i ------------- '' t_ 4 aa'o rn Q VA. 13( 2.50I C.I., 20. oo - t- - - -15312"-W� - - SEWER N - � - Cl I 3 2 N v 3 i STA• f 3 +'i3 Z. rj 3 In I - o LA:1 2 R/Mr� 0 I Q M /yy c c I G2RI 14k N N` Q M O tv 1 C* L �0q N 30 JJ+ 42 N I I Sr , 13+40,3 C,L. : "``� /� 3 ki.00 RT �- � =` I _ 3TA 13t90.33 R.L. i.na Cl NMM,AL F.C.CLEV. = 344,11'' z +N r �Q 23 � i OC'Pgmern F�. ELI?Y. r a� .q� • -- R--- -- -- 3 cn rJI�I r/1 r , a c~n ccnn m0 v�i �! I �' 1 3AYANt DRIVE ry (STA. 18+70.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL - A66 PI 1AGES T-9 BE- > uj ui J J 358 - - 358 0 354 - - - - - -- - - ' 354 N 5 EXISTING GROUND 350 - -- - - �- - . - - --m ca -- W 350 346 - - -- - - - - W -- - - - 346 -- W 00 342 o µ PROPOSED - -- '`�� NOIRTH FLOWYLINE 342 - aCO - ->> W 338 W W ------------- 338 a 334- W - - - z - - - - - 334 �. a --------- ..----- -----1- ----- �.__..- --- W 18+00 "'a� 19+00 (STA. 18+70.00 TO 19+61.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 a R FURNISH & INSTALL TRAFFIC SIGNS J - ALONDRA DR. NOTES: ABBREVIATIONS No -- ---- ---- SEE SHEET 4 9 �O - 354 pl ; - --- -- --- - -- - - 358 W W< I } J 2 �I+ JI� W p o a 'I< Q -- -- 3 m - --- _ S -O -.32 -x --S W 346 ' CENTERUNE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE M __J^ t- - - -15312"-W� - - SEWER N - � - Cl I 3 2 N v 3 i STA• f 3 +'i3 Z. rj 3 In I - o LA:1 2 R/Mr� 0 I Q M /yy c c I G2RI 14k N N` Q M O tv 1 C* L �0q N 30 JJ+ 42 N I I Sr , 13+40,3 C,L. : "``� /� 3 ki.00 RT �- � =` I _ 3TA 13t90.33 R.L. i.na Cl NMM,AL F.C.CLEV. = 344,11'' z +N r �Q 23 � i OC'Pgmern F�. ELI?Y. r a� .q� • -- R--- -- -- 3 cn rJI�I r/1 r , a c~n ccnn m0 v�i �! I �' 1 3AYANt DRIVE ry (STA. 18+70.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL - A66 PI 1AGES T-9 BE- > uj ui J J 358 - - 358 0 354 - - - - - -- - - ' 354 N 5 EXISTING GROUND 350 - -- - - �- - . - - --m ca -- W 350 346 - - -- - - - - W -- - - - 346 -- W 00 342 o µ PROPOSED - -- '`�� NOIRTH FLOWYLINE 342 - aCO - ->> W 338 W W ------------- 338 a 334- W - - - z - - - - - 334 �. a --------- ..----- -----1- ----- �.__..- --- W 18+00 "'a� 19+00 (STA. 18+70.00 TO 19+61.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 -- -- R FURNISH & INSTALL TRAFFIC SIGNS J - ALONDRA DR. NOTES: ABBREVIATIONS 4 -- -- ---- ---- SEE SHEET 4 EXISTING GROUND --- - - --�- �- -� +---� + - 354 -- -- ; - --- -- --- - -- - - 358 -1" - STOP I I } J 02 350 I. SEE SEWER AND STORM GRAIN PLANS FOR SEWER AND BRAIN PLANS AND DETAILS. I Z II IFW� 354 AA�T -: - -- -- - --- _ S -O -.32 -x --S W 346 ' CENTERUNE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE M __J^ :' - TAI I..L W /ROP � 021 Od Nim., ': 350 LZO Of N + _ �1. 346 BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN "R3 -5R" - RIGHT TURNSEE ONLY 'R4-7" I •- C3� 338 ----- - I a 383 -KEEP RIGHT RIGHT -Z' -END SCHOOL ZONE (" "W R nj I --U_ M N - - - - - - �>�>W J 334 : z � V -- - - 334 W-: Z W W W - -- . �I 0 :) �Rn ++i ------------- '' t_ 4 aa'o rn Q I ,moi : 19+00 � a In Cl + + M + d "WI4-Y - NO OUTLET F- ® SEE SEWER AND STORM DRAIN PLAN% SEWER CLEANOUT ® INSTALL SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY I 14+00 INV R 16+00 c+ o CA D JA OF TRACTT IF F AADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE (STA. 14+72.74 TO 16+30.32) 3 I CA FURNISH A INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SCALE: 1" = 50' HORIZONTAL C1 I N IR FURNISH do INSTALL IRRIGATION CONDUIT SCALE: 1" = 10' VERTICAL ]� INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C IS N O FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13.PHASE � � � BOUNDARY WITH W-31 (CA) SIGN WITH 014-3 MARKER. BARRICADE IS TO GO t- - - -15312"-W� - - SEWER N - � - Cl I 3 2 N v 3 i STA• f 3 +'i3 Z. rj 3 In I - o LA:1 2 R/Mr� 0 I Q M /yy c c I G2RI 14k N N` Q M O tv 1 C* L �0q N 30 JJ+ 42 N I I Sr , 13+40,3 C,L. : "``� /� 3 ki.00 RT �- � =` I _ 3TA 13t90.33 R.L. i.na Cl NMM,AL F.C.CLEV. = 344,11'' z +N r �Q 23 � i OC'Pgmern F�. ELI?Y. r a� .q� • -- R--- -- -- 3 cn rJI�I r/1 r , a c~n ccnn m0 v�i �! I �' 1 3AYANt DRIVE ry (STA. 18+70.00 TO 19+70.00) SCALE: 1" = 50' HORIZONTAL - A66 PI 1AGES T-9 BE- > uj ui J J 358 - - 358 0 354 - - - - - -- - - ' 354 N 5 EXISTING GROUND 350 - -- - - �- - . - - --m ca -- W 350 346 - - -- - - - - W -- - - - 346 -- W 00 342 o µ PROPOSED - -- '`�� NOIRTH FLOWYLINE 342 - aCO - ->> W 338 W W ------------- 338 a 334- W - - - z - - - - - 334 �. a --------- ..----- -----1- ----- �.__..- --- W 18+00 "'a� 19+00 (STA. 18+70.00 TO 19+61.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 358 -- -- R FURNISH & INSTALL TRAFFIC SIGNS J - ' 358 �I NOTES: ABBREVIATIONS 4 -- -- ---- ---- - �- EXISTING GROUND --- - - --�- �- -� +---� + - 354 -- -- ; - --- -- --- - -- - - 358 -1" - STOP 350 -- - - - - 350 I. SEE SEWER AND STORM GRAIN PLANS FOR SEWER AND BRAIN PLANS AND DETAILS. FL M 354 AA�T -: - -- -- - - --- - - ---- - - --- _ S -O -.32 -x --S 346 ' CENTERUNE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE J tal ; -- TO GUTTE N N 61 J :346 - - - - - /ROP � -- - - - 342 - � -----ExtsTIrIG -GR - - - a -- 4 - - �- -- _- - - -- 350 M - - 342 O _ SOUTH FLOWUNE > 346 BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN "R3 -5R" - RIGHT TURNSEE ONLY 'R4-7" m+ r J J - 338 ----- - 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" AC. 0 . 'AGGREGATE - -- ; 383 -KEEP RIGHT RIGHT -Z' -END SCHOOL ZONE N STANDARD SPECIFICATION PTH02-ALKYD. 338 --- --- - --U_ N - - - - - - �>�>W J 334 : g Zz -- - - 334 W-: Z W W W - -- . - SCHOOL "R2-1" 0 334 - - �- ------------- a:. , - - - - �_ �, � - -- 4 TOP OF PAVEMENT 18+00 : 19+00 � (STA. 18+70.00 TO 19+61.42) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL © � i PHASES T�O K- 5 V o , J u: I VARDEN STREET (STA. 14+72.74 TO 16+30.32) SCALE: 1" = 50' HORIZONTAL T LEGEND: R FURNISH & INSTALL TRAFFIC SIGNS 2 �I NOTES: ABBREVIATIONS > PER ...o. "WI rJ,9 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O J 358 . -a-.> -- -- ; - --- -- --- - -- - - 358 -1" - STOP -7" - DOUBLE ARROW " too f,2 �-- - - - - - -- - - - - - I. SEE SEWER AND STORM GRAIN PLANS FOR SEWER AND BRAIN PLANS AND DETAILS. FL �- 354 AA�T -: - -- -- - - - - - - 354 CL EL.EV CENTERUNE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE � "W1-1" - CURVE ARROW "W3-3" ® to ... • W ; W kv- .,, tom" 350 . a .�- -__-' =� z -- - - - W - � -----ExtsTIrIG -GR - - - a -- 4 - - �- -- _- - - -- 350 - O s=D.41x s 346 BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN "R3 -5R" - RIGHT TURNSEE ONLY 'R4-7" -- - - i _ 342 � - - --- - ---._PROPOSED__WEST-FLOWLINE_-- -, -$ c "i - 342 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" AC. 0 . 'AGGREGATE PRC POINT OF REVERSE CURVATURE -KEEP RIGHT RIGHT -Z' -END SCHOOL ZONE STANDARD SPECIFICATION PTH02-ALKYD. 338 --- --- - W' --- N - - - - - - �>�>W J 338 g SANITARY SEWER UNE - PER C.O.B. STD. -9. L•2$ � W-: Z W W W - -- . - SCHOOL "R2-1" 0 334 - - �- �; ---- �, , - - - - �_ �, � - -- 4 TOP OF PAVEMENT -DEAD ENO : � UNLESS NOTED OTHERWISE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "WI4-Y - NO OUTLET a, ® SEE SEWER AND STORM DRAIN PLAN% SEWER CLEANOUT ® INSTALL SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY 14+00 INV 15+00 16+00 D JA OF TRACTT IF F AADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE (STA. 14+72.74 TO 16+30.32) GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH A INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS SCALE: 1" = 50' HORIZONTAL IR FURNISH do INSTALL IRRIGATION CONDUIT SCALE: 1" = 10' VERTICAL ]� INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C IS N O FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13.PHASE � � � BOUNDARY WITH W-31 (CA) SIGN WITH 014-3 MARKER. BARRICADE IS TO GO IC FURNISH & INSTALL INTERCONNECT CONDUIT U) > UJ- ____ _ __ - -_ _ _- -_ _ - W FURNISH g INSTALL SPLICE BOX FOR INTERCONNECT a; .�La 358-o �- - - ,. TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LLj - -- - --- - - 358 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. : �Mi TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - J .,J - -ti 4'- -" �a v ---- 1 O - --- --- - -- - -- -- -- ha 354 SCALE: 1"=50' -<:>- FURNISH do INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 354 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB r .osul- W NOTE: %` � 25 0 50 100 Z OA 350 - - -� �'- ° c - w I. �} Aa(o Z - - /q , - - - - -- - - - --- - -- - a{ EXISTING GROUND v 350 a -�- v) IA Va- - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC 34fi - - -- -- - - 346 - -- - , s=o.44 - - - - -- so s1x - 346 Q PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD hPPRo - - - - 342 - - -- ;` - N _.PROPOSED EAST_ _FLOWIINE_ o ;ri -- - 342 N ¢ SHEET SECTION IS LOCATED 338 !J? - - 338WW 3341 4 d 334 Z .. �+ W 14+0015+00 a ; 16+00 J Z (STA. 14+72.74 TO 16+30.32) _ *- Q SCALE: 1" = 50' HORIZONTAL x a SCALE: 1" = 10' VERTICAL LEGEND: R FURNISH & INSTALL TRAFFIC SIGNS 2 CONSTRUCTION N 0 TE S: NOTES: ABBREVIATIONS "Rt PER ...o. "WI rJ,9 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. -1" - STOP -7" - DOUBLE ARROW - - o STORM DRAIN UNE I. SEE SEWER AND STORM GRAIN PLANS FOR SEWER AND BRAIN PLANS AND DETAILS. FL FLOWUNE POVC POINT ON VERTICAL CURVE "R6-1" - ONE WAY "WI -6" - SINGLE ARROW O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT M BE 0.20' TYPE "B" A.C. OVER 0.45' AGGREGATE CL EL.EV CENTERUNE BVC BEGIN VERTICAL CURVE ELEVATION EVC END VERTICAL CURVE "R5-1" - DO NOT ENTER "R26(CA)" "W1-1" - CURVE ARROW "W3-3" ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELA STY PER C.O.B. STD. ST -9. Q - NO PARKING - SIGNAL AHEAD O p,gpl BCR ECR BEGIN CURB RETURN PI POINT OF INTERSECTION END CURB RETURN "R3 -5R" - RIGHT TURNSEE ONLY 'R4-7" "W3-1" - STOP AHEAD `S5 `�' SEWER AND STORM GRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" AC. 0 . 'AGGREGATE PRC POINT OF REVERSE CURVATURE -KEEP RIGHT RIGHT -Z' -END SCHOOL ZONE STANDARD SPECIFICATION PTH02-ALKYD. BASE OVER -i$ COMPACTED E COMPACTED TO 952 RELATIVE DENSITY BC PIVC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE POINT OF INTERSECTION TC TOP OF CURB "R81(CA)" - BIKE LANE "W31 " "S4-2" - WHEN CHILDREN ARE PRESENT "S4-3" g SANITARY SEWER UNE rj CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE PER C.O.B. STD. -9. L•2$ � OF VERTICAL CURVE TP CA - ENO "W14-1" - SCHOOL "R2-1" 0 SEE SEWER AND STORM GRAIN PLANS, SEWER MANHOLE TO 95x 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, TOP OF PAVEMENT -DEAD ENO -SPEED OMIT 20 UNLESS NOTED OTHERWISE SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "WI4-Y - NO OUTLET ® SEE SEWER AND STORM DRAIN PLAN% SEWER CLEANOUT ® INSTALL SIGN WITH OMS -3 MARKER AT PHASE BOUNDARY INV INVERT RCP REINFORCED CONCRETE PIPE D JA OF TRACTT IF F AADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH A INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS IR FURNISH do INSTALL IRRIGATION CONDUIT PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) ]� INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C O FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST-13.PHASE � � � BOUNDARY WITH W-31 (CA) SIGN WITH 014-3 MARKER. BARRICADE IS TO GO IC FURNISH & INSTALL INTERCONNECT CONDUIT FROM FLOVYUNE TO FLOWLINE. SEE DETAIL ON SHL 7 EXISTING SURVEY MONUMENT TR3_TR5 IRI FURNISH g INSTALL SPLICE BOX FOR INTERCONNECT ■ ■ ■ ■ ■ ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE - - PROPOSED EDGE OF PAVEMENT FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. 1 O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: SCALE: 1"=50' -<:>- FURNISH do INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB CTION LEM NOTE: %` � 25 0 50 100 OA ITEM OF WORK -SEE SCHEDULE � /q L.1 �► -�- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD hPPRo _ �� _/65O 12.5 UNLESS OTHERWISE NOTED ED By I SHEET SECTION IS LOCATED ROGER A. Mc INTosM tE ;22 A! ' It R/W LANDSCAPE' LOT , I LOCK WALL LANDSCAPE AREA COMBINED SIDEWALK 0.45' A.C. PAVING PROPOSED .W965' AGC. BASE R=44 11=9.0 CURB & GUTTER A(5. ' PACTED O.G. 5X RELATIVE DENSITY D OLD RIVER ROAD 7 FROM STA. 20+64.78 TO STA. 23+15.59 SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL 8' r 48' LANDSCAPE i 12' I �RII W 7'To2' rTo �1 z W i� W I C! BLOCK WALL xI N R 1-itlu...!1 1)n qq� 1 � veR{F� EXISTING PAVEMENT LANDSCAPE AREA-' COMBINED SIDEWALK - PROPOSED CURB & GUTTEI BLOCK WALL 0 PAVING (EDS A1.25' Al O 8�5 ACG. BASE R=44 TI=9.0 ' OMP/1CTED O.G. 5X RELATIVE DENSITY C OLD RIVER ROAD 7 FROM STA. 20+13.73 TO STA. 20+64.78 SCALE: 1"=10' HORIZONTAL 1"=5! VERTICAL LANDSCAPE AREAS COMBINED: SIDEWALKJ 0.45' PAVING MEDIAN PROPOSED CURB do GUTTERVIA 0'W&W AGG. BASE R=44 TI=9.0 1.25 , PACTED O.G. 5X RELATIVE DENSITY B OLD RIVER ROAD 7 FROM STA. 17+35.77 TO STA. 20+13.73 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL LEGEND: 8' TO 9' FURNISH do INSTALL TRAFFIC LANDSCAPEY� LOT .• 2. to i o z � POINT ON VERTICAL CURVE CL LANDSCAPE AREAS COMBINED: SIDEWALKJ 0.45' PAVING MEDIAN PROPOSED CURB do GUTTERVIA 0'W&W AGG. BASE R=44 TI=9.0 1.25 , PACTED O.G. 5X RELATIVE DENSITY B OLD RIVER ROAD 7 FROM STA. 17+35.77 TO STA. 20+13.73 SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL W 1 N F MEDIAN CUR PAVEMENT CURB A PAVEMENT F H A �J' r 3 FOGARTY WY. SEE SHEET 5 1 1 Z { 1 I ' ♦ r nJ� z ''z '� I ci p �- o1 -Z " ci�LA- I I ���` I I Z�� I I \\ �$N 00 uj,Q� a W 1 WSSJ H �cn < •�_ I mill') I W�c� O� I I mO�l Wa. OD� !�1 1 1 \ Om pp+ I lna I �+ Q I i Q J^ ^ ( I `iirnl I ~�N I N. ci�N I 22 � � - � I J � � �.- i 1 �.� I J \ av ci ci 2 ( 0.-3 ci 4 5 ci a I G c� i I , co ra- _ � I (j 1 g g \� � tud1 F-- I; N M _p fi I l i I + R1-1 3 n r+. I I 0) l I `v c'4 1 1 � Q I 1 I 1 I a I 1 a * a Q n � EX. 16" WATER v~i _ 8 v~i 3 0 ILL_ ~ CA 8 - - au 1- �- - - In ~ � I� E6M4 v> ! W W 16' WATERT ' 8 1 { C1 w TEM PIPE INSTALL CONDUIT { 30 ROAD DEDICATION O I .. E -REM -- _ FOR IRRIGATION -�� i PER SALES MAP { - RW { -- -� _ -- EDGE OF PAVEMENT �- - - _ - - - - - UG -..SBC / EX. U� SBC SIZE FOR EACH I- „ /-EX 7:V7 - - ' - 00 - -+ jY 9 1 -� i r 18f00 - . , SEX. i EDGE OF PAVEMENT --------------- ---- -- ---------- 22+00 { 23+00 �/, 16+00 --------- --- --------------- - -------- ------- SAW CUT V� 9 Q - - - - SAW CUT ---- -- - - - �a -- -- --- -- -- -- -- -- - -- - __ __ EX STRIPING _- -- -- 3 n n' J O O OfO! O O O O O ti f� F f\ OHF=!•i' OHF" o " � � w � f * CONTRACTOR SHALL LOCATE AND CONFIRM O J Jd'J JIL:-1 �J J -� tCl ,� _� -� -� ZO TA AND VERTICA LOCATION lv J o oo ao Z c3 ,L: cl ,� ^ v co io THE HORI N L " L p o M �' °0 OF THE EXISTING 16 WATER LINE. WATER M Oi M Of O� Of Oi ai O Of eF O d IR d 'R '* IR .��{{- F Nil) � �• 1� d ^ '� � U W 1� cq Q "t d: M U ll) co Z 0 Ln Z O tp M l'7 i e1: M M M M ao W m o cv r n co LINE SHALL BE PROTECTED FROM DAMAGE. w� +> lr+> +» N++ ++> > +» +> _ J +�tl _ J a,. ^ J N _ N IF WATER LINE IS EXPOSED DURING Uj CD ODa+ W W W W W W z J W W W W W EXCAVATION, THE CONTRACTOR SHALL <ci acid ac Ci '►Q� z��v z�<ci Fcici acid (n 1-: ,y,_t-: ;__ c, ,,(,<c/,�,� < c ,z ln�,_ ,�,,._,_ COORDINATE WITH THE CITY OF z~~ OLD RIVER ROAD BAKERSFIELD WATER RESOURCE W In In DEPARTMENT FOR ENCASEMENT OF LINE. Al (STA. 15+15.57 TO 23+15.87) ALL PHASTO BE � SCALE: 1" = 50' HORIZONTAL lto GONSTRUGTE9 SIMULTANEOUSLYJ to ■ ■ 01 > t0 W > d W J M ■ 358 354 350 346 342 338 LEGEND: RADIUS FURNISH do INSTALL TRAFFIC ABBREVIATIONS .• FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE EL EV 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 - END 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 UNLESS NOTED OTHERWISE. FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. © EXISTING SURVEY MONUMENT W --+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH do INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. � FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. W 1 N F MEDIAN CUR PAVEMENT CURB A PAVEMENT F H A �J' r 3 FOGARTY WY. SEE SHEET 5 1 1 Z { 1 I ' ♦ r nJ� z ''z '� I ci p �- o1 -Z " ci�LA- I I ���` I I Z�� I I \\ �$N 00 uj,Q� a W 1 WSSJ H �cn < •�_ I mill') I W�c� O� I I mO�l Wa. OD� !�1 1 1 \ Om pp+ I lna I �+ Q I i Q J^ ^ ( I `iirnl I ~�N I N. ci�N I 22 � � - � I J � � �.- i 1 �.� I J \ av ci ci 2 ( 0.-3 ci 4 5 ci a I G c� i I , co ra- _ � I (j 1 g g \� � tud1 F-- I; N M _p fi I l i I + R1-1 3 n r+. I I 0) l I `v c'4 1 1 � Q I 1 I 1 I a I 1 a * a Q n � EX. 16" WATER v~i _ 8 v~i 3 0 ILL_ ~ CA 8 - - au 1- �- - - In ~ � I� E6M4 v> ! W W 16' WATERT ' 8 1 { C1 w TEM PIPE INSTALL CONDUIT { 30 ROAD DEDICATION O I .. E -REM -- _ FOR IRRIGATION -�� i PER SALES MAP { - RW { -- -� _ -- EDGE OF PAVEMENT �- - - _ - - - - - UG -..SBC / EX. U� SBC SIZE FOR EACH I- „ /-EX 7:V7 - - ' - 00 - -+ jY 9 1 -� i r 18f00 - . , SEX. i EDGE OF PAVEMENT --------------- ---- -- ---------- 22+00 { 23+00 �/, 16+00 --------- --- --------------- - -------- ------- SAW CUT V� 9 Q - - - - SAW CUT ---- -- - - - �a -- -- --- -- -- -- -- -- - -- - __ __ EX STRIPING _- -- -- 3 n n' J O O OfO! O O O O O ti f� F f\ OHF=!•i' OHF" o " � � w � f * CONTRACTOR SHALL LOCATE AND CONFIRM O J Jd'J JIL:-1 �J J -� tCl ,� _� -� -� ZO TA AND VERTICA LOCATION lv J o oo ao Z c3 ,L: cl ,� ^ v co io THE HORI N L " L p o M �' °0 OF THE EXISTING 16 WATER LINE. WATER M Oi M Of O� Of Oi ai O Of eF O d IR d 'R '* IR .��{{- F Nil) � �• 1� d ^ '� � U W 1� cq Q "t d: M U ll) co Z 0 Ln Z O tp M l'7 i e1: M M M M ao W m o cv r n co LINE SHALL BE PROTECTED FROM DAMAGE. w� +> lr+> +» N++ ++> > +» +> _ J +�tl _ J a,. ^ J N _ N IF WATER LINE IS EXPOSED DURING Uj CD ODa+ W W W W W W z J W W W W W EXCAVATION, THE CONTRACTOR SHALL <ci acid ac Ci '►Q� z��v z�<ci Fcici acid (n 1-: ,y,_t-: ;__ c, ,,(,<c/,�,� < c ,z ln�,_ ,�,,._,_ COORDINATE WITH THE CITY OF z~~ OLD RIVER ROAD BAKERSFIELD WATER RESOURCE W In In DEPARTMENT FOR ENCASEMENT OF LINE. Al (STA. 15+15.57 TO 23+15.87) ALL PHASTO BE � SCALE: 1" = 50' HORIZONTAL lto GONSTRUGTE9 SIMULTANEOUSLYJ to ■ ■ 01 > t0 W > d W J M ■ 358 354 350 346 342 338 14+00 15+00 2& (REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION Dfj Pa /oAPPROVED BY:( l 4 6 DATE R1-1 W RADIUS FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: .• - STOP 'WI -7" - DOUBLE ARROW 'R6-1" - ONE WAY 'WI -6' - SINGLE ARROW Z t 1� "WI -1' - CURVE ARROW 'R26(CA)' - NO PARKING 'W3-3' - SIGNAL AHEAD "1?3-51?' -'i I 'W3-1" - STOP AHEAD 'R4-7' M S I V ` N 'R81(CA)' - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END 'S4-3" - SCHOOL . "WI4-1' - DEAD END 'R2-1" - SPEED LIMIT 20 'W14-2" : uj + w+ ® FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT W ■ I UNLESS NOTED OTHERWISE. W Ic r. W c a 5 FURNISH do INSTALL SPLICE BOX .FOR INTERCONNECT N 1 .r,. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE V� Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) -EXISTN�-R U + �q ITEM OF WORK - SEE SCHEDULE - ------- �. -_ - fiz w i - - - - - - -- -- -- -- -- -- - .2595.- -- ------ - - - - S�0.259� - - - - - - - - - -- - _ --- --- ---- - - --- - - - -- '� " 1 ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: Q (�'99) CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST-2ON O •- mr 9--- N OTE: � In I I r 1 -Q - - - - - SECTION LINE ALL STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD i ir UNLESS OTHERWISE NOTED > ti- EX _IS111VG 16 __ SHEET SECTION IS LOCATED o W, � W W 0 CaJ ; W � U F < N 14+00 15+00 2& (REVISION APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE REVISION Dfj Pa /oAPPROVED BY:( l 4 6 DATE R1-1 CURVE RADIUS FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'Rl-1' - STOP 'WI -7" - DOUBLE ARROW 'R6-1" - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1' - DO NOT ENTER "WI -1' - CURVE ARROW 'R26(CA)' - NO PARKING 'W3-3' - SIGNAL AHEAD "1?3-51?' - 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 . "WI4-1' - DEAD END 'R2-1" - SPEED LIMIT 20 'W14-2" - NO OUTLET O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBG2ADE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12". Ts ® FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR UNLESS NOTED OTHERWISE. FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH do INSTALL INTERCONNECT CONDUIT TR3 5 FURNISH do INSTALL SPLICE BOX .FOR INTERCONNECT < 11 .r,. TR3=N0. 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 SIZE V� Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB �q ITEM OF WORK - SEE SCHEDULE 16+00 17+00 18+00 19+00 20+00 (STA. 15+15.68 TO 23+17.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 8' r VARIES 49.50' TO 51.68' LANDSCAPE ' 12' LOT ( I Q Y; W V 1 rI o o <Z BLOCK WALL 1 9 4' T 20X j I VARIES 8 LANDSCAPE AREAS COMBINED SIDEWALK 0.45' A.G PAV�1 EXISTING PAVEMENT PROPOSED CURB do GUTTER Q T. R=44 1I=9.0 1 ;�.Ml AGG. BASE 1. ' 4 COMPACTED QG. - �3X'RELA'1iVE' DENSITY A OLD RIVER ROAD 7 FROM STA. 15+15.58 TO STA. 16+33.63 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL CONSTRUCTION NOTES• 21 +00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00 47.53 30.40 90.77 C2 30.00 47.30 30.18 90.34 22+00 23+00 TAPER DATA NO. 0_ q STATION OFFSET FROM q 19+20.49 58.00LT. 19+25.49 57.93LT. 19+30.49 57.72LT. 19+35.49 57.38LT. 19+40.49 56.89LT. 19+45.49 56.26LT. 19+50.49 55.50LT. 19+80.49 50.55LT. 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 48.00LT. 354 350 346 342 338 m� N O TE 3: rW '2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE "B' CURB & GUTTER PER C.O.B. SID. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. - - STORM DRAIN UNE Q CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2 LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.45' AGGREGATE ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 3 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL O PER C.O.B. STD. ST -9. cstrSEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S P. A88A-CASE A ® PAINT 12" LIMIT UNE USING THERMOPLASTIC PAINT PER CALTRANS 0 9,A 3. OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER }AGGREGATE BASE OVER 44-fLOMPACTELO.G. TO BE COMPACTED TO 95% RELATIVE DENSITY g SANITARY SEWER LINE STANDARD SPECIFICATION PTH02-ALKYD. PER C.O.B. STD. S - • 71,25' tQ ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE O CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBG2ADE 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, ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT © INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 1 UNLESS NOTED OTHERWISE. a CONSTRUCT TYPE "M1" MEDIAN CURB REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE < 11 .r,. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS V� PER C.O.B. STD. ST -2. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTAL_ END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO oN PHASE BOUNDARY FROM FLOWUNE TO FLOWUNE. SEE DETAIL ON SHT. 7 m ■ m ■ ■ ■ TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: Q (�'99) CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST-2ON N OTE: SCALE: 1 "=50' LETTER Ln 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 m� 0 a V� 0 oN Ln --c W° � U N 0 9 0 us � o TEMP 6' HIGH CHAINUNK CONSTRUCT A 80'x29'-5' DEEP FENCE PER C.O.B. STD. D-10. TEMPORARY SUMP TO BE PRIVATELY VARIES 4' Q VARIES TO 12.11' CURVE TABLE TEMPORARY SUMP I jZ MAINTAINED. 11 J 5 DEEP / - - 9.0' 6' 61' .89' TO 9' � (a a ci,_-1 -- -- --- VOL. REQ D =0.14 AF I 1 b' a CURVE RADIUS LENGTH TANGENT DELTA c� o �" �^� , �� p I ~ LANDSCAPE 12 VOL. PROVIDED=0.16 AF , a w o � , I ad , J H A r �� z CI 30.00' 46.92' 29.79' 89'3624" I I Z -' iii to c/ I z c I n I i 9 p s cS9 4 / fD o �� I r I E.; & _ _ � C2 30.00' 47.33' 30.21' 90T3'36' Q I i:zo -m m `� + F-cIS m C3 20.00' 31.4 20.00' 90 '00" O I N N I BLOCK WALL I x q��U r 'Oo �-' , c i ,/ cd + 1 8 I 1 i I 2 O ; I m W aI C4 30.00' 47.27' 30.15' 90'17'14" / o I + I o 21 I In fn m MAX - 0% VARIES to 3 I i I ,++ I Y 1 R� 8 N 30Q2 LANDSCAPE AREA _ r - W Z En R-�-- 1 COMBINATION SIDEWALK ' ` ' - - - _ /�p/�ry� F - < r -z, -! fI .Psi' �/f 1.1',~>� r� Yt1=j!� i j.,r?�T }moi rah /'; yi ,f W - PROPOSED At W CURB A. GUTTER 0.45' A.C. PAVING- EXISTING PAVEMENT C4 EX. 16" WATER -/O3 0.90' AGG. BASE q OLD RIVER ROAD Ex STEM PIPE EX. STEM PIPE _ O _ INSTALL CONDUIT EX UG SB� C) `� EX. UG SBC EX. UG OPTIC CABLE FOR IRRIGATION ��� STA. 10+00.00 TO 13+22.40 + THREE SLEEVES 2' 1.25 COMPACTED O.G. 9 »_- EX. UG SBC 9596 RELATIVE DENSITY Cl SCALE: 1 -10 HORIZONTAL N EX. EDGE OF PAVEMENT SIZE FOR EACH 9 1"-5' VERTICAL _ >Q o0 11400 9 1 +o0 13+00 --- 14+00 --_-�- 'n = 9 R=44 - - - SAWCUT LINE L____i � SAWCUT UNE LANDSCAPE ¢rn D 0: I m 9 SEPARATE PLAN 8.4' 6' VARIES 61' TO 51' N - 12 LOT LANDSCAPE o m F � CL VARIES VARIES j I � c: o M �� $ gcc I w T01 TO1 w vC3 1 '�Pp;}c C moo$ oC (3u 0 �uo Coco C3u 3 � + + I > Z M to N7 BLOCK WALLI � �t W�p04 : Cl �-rnN°� rn.=arnv;� �.rnv�i� (m "' ~•-N ''`'w ZOiMM OftMM 0; C-4 20iW) 12 �eQ ao� on uj000) a00M o_oo� w v �- �- I ��cici a++> ++> ++> o++> a++ a 1 I old NN w 1.41--: MAX 9 w�wZr-►--w r- w•�r•n VARIES % -wi-iM- ►Q-7 zQ QNNF= M, cn w(n 7771 LANDSCAPE AREA) COMBINATION SIDEWALK PROPOSED CURB & GUTTER BLOCK WALL pW LANDSCAPE , LOT La 4.1 C3I ' i 2.0% LANDSCAPE AREA' COMBINATION SIDEWALK PROPOSED CURB & GUT M45' A.C. PAVING) 0.90' AGG. BASE 1.25' COMPACTED O.G. TO 95% RELATIVE DENSITY - B OLD RIVER ROAD 9 STA. 13+22.40 TO 14+44.11 SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL TI = 9 R=44 t A REVISION /ems C -44 - APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 DATE REVISION APPROVED BY: i {p DANIEL PADILLA R.C.E. 67008 DATE VARIES VARIES 0' 10+00 11+00 ' t6' 'R1-1' FL o} O w POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE x� ELEVATION EVC END VERTICAL CURVE BCR O] POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERE CURVATURE 9 �� N POINT OF COMPOUND CURVATURE VARIES POINT OF INTERSECTION TC TOP OF CURB - END OF VERTICAL CURVE TP TOP OF PAVEMENT 2- -.X FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE 0.4V A.C. PAVING- GRADE BREAK RGJ RUBBER GASKETED JOINT INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 PAVEMENT 0.90' AGG. BASE FURNISH do INSTALL INTERCONNECT CONDUIT + 1.25' COMPACTED O.G. TO + FURNISH do INSTALL METRO STREET 95% RELATIVE DENSITY -o- FURNISH do INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. C OLD RIVER ROAD 9 STA. 14+44.11 TO 15+15.58 f-((04 O SCALE: 1"=10' HORIZONTAL _ I 1"=5' VERTICAL STA. C.L. STA. 12+69.96, C.L. 1.001.7. TI = 9 R=44 X10+57.78, A REVISION /ems C -44 - APPROVED BY: ROGER A. MciNTOSH R.C.E. 33322 DATE REVISION APPROVED BY: i {p DANIEL PADILLA R.C.E. 67008 DATE R1-1 LEGEND: 10+00 11+00 i. FURNISH do INSTALL TRAFFIC ABBREVIATIONS 'R1-1' 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 REVERE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB - END 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 INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 ® EXISTING SURVEY MONUMENT FURNISH do INSTALL INTERCONNECT CONDUIT + FURNISH do INSTALL STREET SIGN PER C•O.B. STD. T-1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -o- FURNISH do INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STD. ST -14. E- FURNISH do INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14 R1-1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 10+00 11+00 i. FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: 'R1-1' - STOP 'WI -7' - DOUBLE ARROW "R6-1' - ONE WAY 'WI -6' - SINGLE ARROW 'R5-1' - DO NOT ENTER "WI -1' - CURVE ARROW "R26(CA)' - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3 -i' - STOP AHEAD 'R4-7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "RB1(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END 'S4-3' - SCHOOL "Wi4-1' - DEAD END 'R2-1" - SPEED LIMIT 20 "W14-2' - NO OUTLET W Ts 10.92LT. FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C FURNISH do INSTALL IRRIGATION CONDUIT ic WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FURNISH do INSTALL INTERCONNECT CONDUIT TB3 15 iB FURNISH & INSTALL SPUCE BOX FOR INTERCONNECT .- Z _ TR3=N0. 3 1/2 SIZE TR5=NO. 5 SIZE TR6=N0. 6 SIZE k O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB Oj TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB f-((04 O ITEM OF WORK - EE SCHEDULE EXISTING PAVEMENT 358 354 350 346 342 338 334 330 OLD RIVER ROAD (STA. 10+00.00 TO 15+15.58) SCALE: 1" = 50' HORIZONTAL eL SAWCUT LINE J J U- n -00 000 Q U N H ._- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 10+00 11+00 12+00 13+00 14+00 o Q EE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cstr (STA. 10+00.00 TO 14+94.74) O SANITARY SEWER LINE o SCALE: 1" = 50' HORIZONTAL 0 EE EWER AND STORM DRAIN PLANS, SEWER CLEANOUT o SCALE: 1" = 10' VERTICAL • t�pp Em mm usm mm MEN Em PHASE BOUNDARY = TRACT BOUNDARY M � M CTION LETTER 18 I 1' 9 20 1 21 1 I 22 - - ,� ._- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 10+00 11+00 12+00 13+00 14+00 o Q EE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cstr (STA. 10+00.00 TO 14+94.74) O SANITARY SEWER LINE o SCALE: 1" = 50' HORIZONTAL 0 EE EWER AND STORM DRAIN PLANS, SEWER CLEANOUT sr SCALE: 1" = 10' VERTICAL 6.19RT. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Em mm usm mm MEN Em PHASE BOUNDARY = TRACT BOUNDARY I I U) �I Li CTION LETTER 18 I 1' 9 20 1 21 1 I 22 - - ,� 9.75LT. E ET SECTION IS LOCATED 10.30LT. N W L6 10.92LT. 13+89.96 11.001-T. INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C Z WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO END DETAIL 39 FROM FLOWUNE TO FLOWLINE. SEE DETAIL ON SHT. 7 - o Z .- Z _ 8' WHITE GORE STRIPE k CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -2. +i E IV ARROW TYPICAL) r- ,,-- f-((04 CL _ + _ I BEGIN DETAIL 38 STA. C.L. LOOLT. STA. C.L. STA. 12+69.96, C.L. 1.001.7. X10+57.78, OLD RIVER ROAD STRIPING PLAN W d_ l �I<r1WI.Ra- to TENTG tit o W _ to Qi W m E -- --I -- I -- --- S=0.5 -- -- -- - - �N S=0.5�� o� POFD N]�S f FI O I ^o I ui 5:1's UJ n cn 4-i z U I 1 0 ._- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 10+00 11+00 12+00 13+00 14+00 o Q EE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cstr (STA. 10+00.00 TO 14+94.74) O SANITARY SEWER LINE o SCALE: 1" = 50' HORIZONTAL 0 EE EWER AND STORM DRAIN PLANS, SEWER CLEANOUT sr SCALE: 1" = 10' VERTICAL 6.19RT. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Em mm usm mm MEN Em PHASE BOUNDARY = TRACT BOUNDARY I I U) �I Li CTION LETTER 18 I 1' 9 20 1 21 1 I 22 - - ,� 9.75LT. E ET SECTION IS LOCATED 10.30LT. 13+79.96 10.69LT. 13+84.96 10.92LT. 13+89.96 11.001-T. INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C Z WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO END DETAIL 39 FROM FLOWUNE TO FLOWLINE. SEE DETAIL ON SHT. 7 - STA. 13+79.99, C.L. 52.16LT. _ 8' WHITE GORE STRIPE ANGLE POINT - DETAIL 39 TAIL 38 STA. 12+43.11, C.L. 19.78LT ------------------ CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -2. „ , E IV ARROW TYPICAL) r- ,,-- BEGIN DETAIL 39 STA. 10+57.72, C.L. 13.00LT. ANGLE POINT - DETAIL 39 AIL 3T. END DETAIL 38 POIN93, I BEGIN DETAIL 38 STA. C.L. LOOLT. STA. C.L. STA. 12+69.96, C.L. 1.001.7. X10+57.78, OLD RIVER ROAD STRIPING PLAN W (STA. 10+00.00 TO 15+15.57) SCALE: 1" = 50' HORIZONTAL ._- 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION - - STORM DRAIN UNE 0 EE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cstr EE SEWER AND STORM DRAIN PLANS, CATCH BASIN g SANITARY SEWER LINE o SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE 0 EE EWER AND STORM DRAIN PLANS, SEWER CLEANOUT sr CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS 6.19RT. PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) Em mm usm mm MEN Em PHASE BOUNDARY ■mm TRACT BOUNDARY - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 7.17LT. CTION LETTER 8.19LT. A - - - - - SECTION LINE 1 9.75LT. E ET SECTION IS LOCATED 15+00 TAPER DATA N0.Q q STATION OFFSET FROM q 12+69.96 9.0ORT. 12+74.96 8.92RT. 12+79.96 &69RT. 12+84.96 8.3ORT 12+89.96 7.75RT. 12+94.96 7.05RT. 12+99.96 6.19RT. 13+04.96 5.17RT. 13+09.96 4.00RT. 13+49.96 6.00LT. 13+54.96 7.17LT. 13+59.96 8.19LT. 13+64.96 9.05LT. 13+69.96 9.75LT. 13+74.96 10.30LT. 13+79.96 10.69LT. 13+84.96 10.92LT. 13+89.96 11.001-T. CONSTRUCTION NOTES: NOTES: Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR EWER AND DRAIN PLANS AND DETAILS. 02 CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 020' TYPE "B" A.C. OVER 0.45' AGGREGATE 12.4ORT. 14+08.63 BASE OVER 1.0' COMPACTED O.G. TO E COMPACTED TO 95% RELATIVE DENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. 9.63RT. UNIT STANDARD PLAN R.S.P. A88A-CASE A. & OLD RIVER ROAD - PAVEMENT TO BE 0.45' TYPE 'B" A.C. OVER 0.90' AGGREGATE ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.25' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 2.77LT STANDARD SPECIFICATION PTH02-ALKYD. PER C.O.B. STD. ST -9. OCONSTRUCT 12' 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, 5.53LT. 14+78.63 UNLESS NOTED OTHERWISE. ©INSTALL W-31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 13+75.32. 54.35LT. OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 54.16LT. 13+85.32 REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE 13+90.28 O INSTALL END -OF -STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C Z WITH W-31 (CA) SIGN WITH OM4-3 MARKER. BARRICADE IS TO GO FROM FLOWUNE TO FLOWLINE. SEE DETAIL ON SHT. 7 - ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. O9 CONSTRUCT TYPE "M" MEDIAN CURB PER C.O.B. STD. ST -2. „ , SCALE: 1 =50 25 0 50 100 50 12.5 358 354 350 346 342 338 334 330 16+00 TAPER DATA NO.O V STATION OFFSET FROM t 13+93.63 12.93RT. 13+98.63 12.8ORT. 14+03.63 12.4ORT. 14+08.63 11.74RT. 14+13.63 10.82RT. 14+18.63 9.63RT. 14+23.63 8.18RT. 14+53.63 1.31 LT. 14+58.63 2.77LT 14+63.63 3.95LT. 14+68.63 4.811T. 14+73.63 5.53LT. 14+78.63 5.93LT. 14+83.63 6.06LT. TAPER DATA NO. O_ STATIM OFFSET FROM 12+70.32 64.00LT. 12+75.32 63.96LT. 12+80.32. 63.84LT. 12+85.32. 63.65LT. 12+90.32 63.37LT. 12+95.32 63.02LT. 13+00.32 62.59LT. 13+05.32 62.09LT. 13+10.32 61.5OLT. 13+50.32. 56.5OLT. 13+55.32 55.91 LT. 13+60.32 55.41 LT. 13+65.32. 54.98LT. 13+70.32 54.63LT. 13+75.32. 54.35LT. 13+80.32 54.16LT. 13+85.32 54.04LT. 13+90.28 54.00LT. i,l c,8as m -� Z 0 W W 0 �N W o� I 5:1's UJ n cn z U 0 W cn 0 W 0 0 N Q o