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HomeMy WebLinkAbout1.1-6824 Phase 3STANDARD NOTES 1. GENERAL CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1 -800- 227 -2600. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEWER AND STORM DRAIN LINES. VERTICAL AND HORIZONTAL LOCATION SHALL BE ASCERTAINED BY THE CONTRACTOR AHEAD OF ANY EXCAVATIONS TO VERIFY THAT THE PROPOSED DESIGN DOES NOT CONFLICT WITH ANY UTILITIES. IN THE EVENT A CONFLICT EXISTS THE ENGINEER SHALL BE NOTIFIED IN ORDER TO REDESIGN THE ALIGNMENT. IF RELOCATION OF EXISTING UTILITIES IS DEEMED NECESSARY THE CONTRACTOR SHALL BE COMPENSATED FOR INSTRUCTED RELOCATION. IF REDESIGN OF THE ALIGNMENT REQUIRES ADDITIONAL FITTINGS, PIPE OR EXCAVATION THE CONTRACTOR SHALL BE COMPENSATED FOR REVISION. IN THE EVENT A UTILITY IS DAMAGED THE CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR ITS REPAIR. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING ST -6, EXCEPT AS NOTED ON PLANS. ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE WITH CITY STANDARDS. EXISTING MANHOLES MAY REQUIRE REMOVAL OF EXISTING CONE, AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -11, ST -13, ST -14, ST -15, ST -18, ST -19, D -14, D -16, T -1, T -4, T -8, T -14, T -17 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: 0.20' TYPE "B" ASPHALT CONCRETE OVER 0.75' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.00' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. OO TO BE INSTALLED OO EXISTING i INSTALL TRAFFIC CONTROL SIGNS + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 + INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 <>- INSTALL STREET LIGHT- HOLOPHANE -LWI SERIES PER C.O.B. SM. SP7- 86 -10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. STREEfUGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP /XSPR SERIES AND OTHERS ON APPROVED UST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FACE OVER EACH SEWER LATERAL. 10. INSTALL ADDITIONAL # 3 -1/2 PULL BOX FOR STREET LIGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 6" THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4' BELOW PAVEMENT GRADE. 13. WARNING /REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T -19 SHALL BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 14. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER /SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 15. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TO CONSTRUCTION. 1 -800- 227 -2600. 16. PROIR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049. Underground Service Alert Call: TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE DIGGING CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS FOR TRACT NO. 6824 PHASE 3 PANAMA LANE — D , 4 5 12 13 � 1 21 , I � � — 1 O I P $ r� \ I IH .,�j I � I I� I I 6' WANG W/2 / ` CENTERLINE STORM DRAIN UP cuRe AND GUTTER FLOWUNE CURB AND GUTTER B.C.R. in a SIDEWALK / CENTERLINE STORM DRAIN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. I I I I I P S E 2 a r Se NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY PROJECT MAP SCALE. 1"=200' ® SHEET NO. LIST OF MATERIALS INDEX ITEM 5 3 a j t 14 4 O 2612 SUBGRADE PREPARATION 2 — I tt -t—o s 5 I 1 �— - O4 R O DRIVE TRACT VESTING EA. 9 DRIVEWAYS S • 5640 to t� 25433 25 EA. � e TRACT No. 6536 VACANT LANDS EA. 12 STOP SIGNS EA. 7 5800 LUMEN STREET LIGHTS EA. l EA. PHASEo 1 I- _s -- - - s r — — — — A 6' WANG W/2 / ` CENTERLINE STORM DRAIN UP cuRe AND GUTTER FLOWUNE CURB AND GUTTER B.C.R. in a SIDEWALK / CENTERLINE STORM DRAIN W 6' WING LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. I I I I I P S E 2 a r Se NOTE: ALL PHASES ARE OWNED BY THE SAME OWNER. ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY PROJECT MAP SCALE. 1"=200' ® SHEET NO. LIST OF MATERIALS INDEX ITEM UNIT TOTAL A.C. PAVING TONS 2272 CL. 11 AGG. BASE CUYD 2612 SUBGRADE PREPARATION SQYD 17888 6" CURB AND GUTTER LF 5441 HANDICAP RAMPS EA. 9 DRIVEWAYS SOFT 5640 SIDEWALK SOFT 25433 METRO STREET NAME SIGNS EA. 4 STANDARD STREET NAME SIGNS EA. 12 STOP SIGNS EA. 7 5800 LUMEN STREET LIGHTS EA. 10 MONUMENT ENCASEMENTS EA. 11 LOCAL STREET FRONTAGE 3882 LF COLLECTOR STREET FRONTAGE 284 LF ARTERIAL STREET FRONTAGE 1275 LF LEGEND: ABBREVIATIONS FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. SID. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.S. STD. T -1. -o- FURNISH & INSTALL STREET UGHT- HOLOPHANE -LWI SERIES PER C.O.B. STD. SP7- 86 -10. i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1' - STOP "W1 -7' - DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SINGLE ARROW "R5 -1" - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)' - NO PARKING "W3 -3' - SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY 'W3 -1" - STOP AHEAD "R4 -7' - KEEP RIGHT 'S5-2" - END SCHOOL ZONE 'R81(CA)" - BIKE LANE 'S4 -2" - WHEN CHILDREN ARE PRESENT 'W31(CA)" - END 'S4 -3" - SCHOOL 'W14 -1' - DEAD END "R2 -1' - SPEED LIMIT 20 'W14 -2" - NO OUTLET T O.M. 363.22 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION D CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN MANHOLE TYPE "B" PER C.O.B. STD. 0 -18. CONSTRUCT CATCH BASIN TYPE "A" PER C.O.B. STD. S -12. s CONSTRUCT SEWER PER E.N.C.S.D. STANDARDS ® CONSTRUCT SEWER MANHOLE PER E.N.C.S.D. STD. DIET. NO. S -7 0 CONSTRUCT SEWER CLEAN OUT PER E.N.C.S.D. DET. NO. S -5 CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY TRACT BOUNDARY — PROPOSED EDGE OF PAVEMENT Ts FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TU3 -$ T -6 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 AO ITEM OF WORK - SEE SCHEDULE SECTION LETTER -- -- - A SECTION LINE EET 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 STALING THAT THE REQUIREMENTS &STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSION R VIOLATIONS OF THO INANCESr_'!�TAND,ARDS AND DES CRITERIA SHALL BE C RECTEI� DURING CONSTRUC41­10N. ' /z-1�� APPR VED Y: ER A. McINTOSH R.C.E. 33322 DATE APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R.C.E. NO. 61069 EXP. 12 -31 -14 REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR Z l J �1S1O� REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 89'06'48" W. SHOWN FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 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 PANAMA LANE AND MOUNTAIN VISTA DRIVE. ELEVATION = 350.20' (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 TI TLE 1. COVER SHEET 2. NOTES & SPECIFICATIONS 3. MONAHAN STREET 4. VOYAGERUS DRIVE, CORDELL WAY, & MURFREESBORO DRIVE 5. ACTON COURT, BALMORHEA STREET, & MOUNTAIN VISTA DRIVE 6. PANAMA LANE 7. STRIPING PLAN: PANAMA LANE & MOUNTAIN VISTA a 0 Uj U Z l J �1S1O� S �F a 0 :') ") li J I .- ;, n -. -'. i X J _I ..) i -r i i =, .1 STANDARD NOTES CONT.) ASPHALT CONCRETE PAVING NOTES: 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS co Q TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. X AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN W < Z SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL 16. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PROVISIONS, 1�- PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED co , < STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A J SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF 0 'o O Z PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED ir SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. PRIOR TO ISSUANCE OF THE PERMIT. z0$ IL Ir 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ARTERIAL & COLLECTOR ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE cc W ASPHALT CONCRETE SHALL BE PG 64 -10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE V (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, m in x a CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE J "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, "GRADES," OF THE STANDARD 0° ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR SPECIFICATIONS. CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF m In 0 THE "GREENBOOK ". 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS 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 THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS ENGINEER. CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. CITY ENGINEER'S REVIEW AND APPROVAL: 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT A. A LIST OF AGGREGATE AND ASPHALT SOURCES. STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL BE GRADED B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST 19. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ RESULTS SHALL BE NO OLDER THAN ONE (1) YEAR. SUBDIVIDER /CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL. BE DETERMINED BY THE CITY ENGINEER. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX 20. DUST CONTROL DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME 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 PROVISIONS OF SAID PLAN. CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 21. STORM WATER POLLUTION PREVENTION 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT WITH THE PROVISIONS OF SAID PLAN. OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 22. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE LIMITS OF CONSTRUCTION. OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE NOT 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE OTHERWISE PERMITTED BY THE CITY ENGINEER. BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING TO FORM SMOOTH, TAPERED CONNECTIONS. OPERATIONS. 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 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 OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR PUBUC TRAFFIC THROUGH OR AROUND THE WORK. OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 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 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 ENGINEER. ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED 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 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 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 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 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 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 SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT DENSITY AS DETERMINED BY ASTM 0 -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. WITH CALIFORNIA TEST 375. 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 PATTERN. THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING 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 CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE OLD MESSAGE CANNOT BE IDENTIFIED. TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL DENSITY REQUIREMENTS. BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS ", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 90% OR MORE THAN 96 %, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT 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 TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR BLAST CLEANED RECTANGULAR AREA. B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STPARATE MAY FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN BE SUBSTITUTED WITH PARAFFIN. SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT 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 CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7 -1.09, -PUBLIC 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE SAFETY," OF THE STANDARD SPECIFICATIONS. TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84 -2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS." OF THE STANDARD SPECIFICATIONS. B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE TRAFFIC DELINEATION. LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. PERIOD. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES 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) 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 REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) 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 VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, REMOVE TEMPORARY DEUNEA11ON APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, - TRAFFIC 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL SECTION 19 -1.03 PER THE CITY OF BAKERSFIELD: PROVISIONS. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL THE FOLLOWING: CONFORM TO SECTION 84 -2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS ". A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE THE GRADE ESTABLISHED BY THE ENGINEER. SPECIAL PROVISIONS: B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95 -2.04 OF ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 THE STANDARD SPECIFICATIONS. FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: II THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING IS REQUIRED. THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS SHALL BE EXCAVATED BY HAND, TO A WIDTH PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -39. TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. 2. BRACING AND SHORING EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A REGISTERED CIVIL ENGINEER TO THE STATE DIVISION OF INDUSTRIAL SAFETY, JUSTIFYING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING BACKFILLING, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKFILL AT ALL TIMES. SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT TO THE ENGINEER A DETAILED PLAN, DRAWING THE DESIGN OF SHORING, BRACING, SLOPING OR OTHER PROVISIONS TO BE MADE BY THE CONTRACTOR FOR THE PURPOSE OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABLISHED BY THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A REGISTERED CIVIL OR STRUCTURAL ENGINEER; HOWEVER, USE OF SYSTEMS THAT ARE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS PROHIBITED ON THIS PROJECT. 3. TRENCH BACKFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD S -39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) UP TO THIRTY INCHES (30 ") FROM FINISHED GRADE. BACKFILL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS ALIGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER SHALL BE THOROUGHLY COMPACTED BY VIBRATORY OR MECHANICAL TAMPING, OR BY A COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION ABOVE THE PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN -SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLINE. CONTRACTOR SHALL PROVIDE "FIRM BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGLINE. FIRM BEDDING MEANS THAT THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE SPECIFICATIONS. BELL OR COUPLING HOLES SHALL BE CAREFULLY EXCAVATED AT PROPER INTERVALS, SO THAT NO PART OF THE LOAD IS SUPPORTED BY THE BELLS OR COUPLINGS. DURING BEDDING AND BACKFILLING, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIDED. CONTRACTOR SHALL SHOVEL -SLICE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND IN THE HAUNCH AREAS. SHOVEL- SLICING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT UP TO THE QUARTER POINT OF THE PIPE. INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE PERMITTED. SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BEFORE SUCCEEDING LAYERS ARE PLACED. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2 -1/2) FEET OF FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /OR ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF FINISHED PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (907.) RELATIVE COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. BACKFILL TESTING AND COMPACTION, TESTING OF BACKFILL MATERIALS AND COMPACTION SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT OF PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKFILL MATERIAL SHALL MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (90 %) RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLOWING D2922 OR D1556. IF THE RELATIVE COMPACTION, AS DETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE- EXCAVATED AND RE- COMPACTED. COMPACTION TESTS WILL BE THE SUBDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 4. ALL MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS S -7, S -8, AND S -21 AND SECTIONS 70 -1.02H AND 71 -1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, CURRENT EDITION. ALL CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWING S -20. 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. STORM DRAIN NOTES: 1. STORM DRAIN PIP STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS III WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE CONTRACT PLANS. REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. HYDROSTATIC TESTS SPECIFIED BY SECTION 65 -1.08 "LAYING SIPHON AND PRESSURE PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.068, "RUBBER GASKETED JOINTS OF THE STANDARD SPECIFICATIONS. HANDLING OF MATERIALS. ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT AND APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE REJECTED. PIPE LAYING. NO PIPE SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN OR AS DIRECTED BY THE ENGINEER. PIPE LAYING SHALL PROCEED WITH EACH PIECE LAID TRUE TO LINE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW LINE. AS THE WORK PROGRESSES, THE INTERIOR OF THE PIPE SHALL BE CLEARED OF ALL DIRT AND DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. WITH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO FACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR THAT PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN SIX (6) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL WORK OF CUTTING PIPE AND SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMPLETION OF THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED OR INCORRECTLY CUT. 0► lfjV 9 b7EL•T+T3:0 11 9 9 CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WITH SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING /JACKING OPERATIONS SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL ALLOW THE REPLACEMENT OF THE PIPELINE TO THE LINE AND GRADE AS INDICATED ON THE PLANS. UPON COMPLETION OF THE INSTALLATION OF THE CASING AND INSTALLATION OF THE PIPELINE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR - BLOWING SAND EQUIPMENT OR ANY OTHER MEANS ACCEPTABLE TO THE ENGINEER UPON HIS APPROVAL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT IN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH SUFFICIENT JACKS TO INHIBIT THE SLOUGHING AND /OR CLOSING THE WORK FACE. THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BID PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. 3. MINOR STRUCTURES MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE PLANS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL BE 5ET ON A BEO OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 4. ADJUST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFFIC FOR A MINIMUM OF THREE DAYS. AT THE OPTION OF THE CONT RACTOR MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO A MINIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBUC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, A DEPOSIT BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. / / - 6 �6� rn 0 M M �_ rn Z) Q C) 0 w � z � I Q J W U M 2 3 0 J w w co 0 a 0 cn N it W Y Q m 6 C ZW } m V) z 0 w w a 0 0 N 0 0 z olf LU z CD z Llj > CD M r LO > ckf cn 0 z Q J N 0 (:5 --, w r u) 0 Z 0 0 m J U) m m W Y cr 5a _- 4 N b� ___�, 4 > U Q6 ci 0 0 Z " co Q X W a W < Z H x Q d F 1�- co , < W .r _e J N � V 1. - IL < W 0 'o O Z ir W c z0$ IL Ir O 0 < W 14 cc W V I m in x a < J V, 0° m a 0 m In 0 W 0 � E W w N I m LL 0 R/W I I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90ro0'00' C2 20.00' 31.38' 19.97' 89'54'38' C3 20.00' 31.45' 20.03' 90'05'22' C4 20.00' 32.71' 21.33' 93'41'44' 2.0% I j Q20' A.C. PAWVJ I I COMBINATION 0.75' AGG. BASE / SIDEWALK 1.0' COMPACTED O.G. PROD 95X RELATIVE DENSITY CURB & GUTTER A LOCAL STREET SECTION 3 SCALE: 1" =10' HORIZONTAL 1 " =5' VERTICAL TI=4.5 R =20 R/W I COMBINATION SIOEW PROPOSED AIX CURB & GUTTER I f O f f f i C) I _'_I 710 7 , I I I V_1 8 a� cI +1 10 -s 4, a�fyf 2-99 s �-- - + - D p 0 LEGEND: CORDELL WY. II _j z q ABBREVIATIONS O F-: FL FLOWUNE POVC POINT ON VERTICAL CURVE CL CENTERUNE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB WON OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT Q FURNISH do INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. STANDARD SPECIFICATION PTH- 02ALKYD. EXISTING SURVEY MONUMENT N 0 - +- 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. I J FURNISH do INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. -� FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. I f O f f f i C) I _'_I 710 7 , I I I V_1 8 a� cI +1 10 -s 4, a�fyf 2-99 s �-- - + - D p 0 ACTON CT. SEE SHEET 5 I O U ++ Z 0 N I 1 /II � 15 Q W J M ° °O a O I CD N CD I Ico t~n I + 16 I 17 H N �' Q 5 I JV.VV CORDELL WY. II _j z q C7 O F-: m�00 WNO SHEET SEE SHEET 5 SEE (nzH 2 3 N W Q Q IIt2 r2 z Q I ? z J I MF �O +I i� III "R81(CA)' - BIKE LANE tC O w r,�J M COO 1 I cis 'W14 -2' - NO OUTLET a + .- 7N N n cn ACTON CT. SEE SHEET 5 I O U ++ Z 0 N I 1 /II � 15 Q W J M ° °O a O I CD N CD I Ico t~n I + 16 I 17 H N �' Q 5 I s 16+0 - D - - �- - D IT- - �- D 17 +00 S Qom_ JV.VV CORDELL WY. IIJ IH A 5 r i I SHEET SEE SHEET 5 SEE "WI -1" - CURVE ARROW 2 3 at IIt2 0Ilr1 +I i� III "R81(CA)' - BIKE LANE I w �� I cis 'W14 -2' - NO OUTLET I 7N Wt"JI IR WON is FURNISH do INSTALL INTERCONNECT CONDUIT �O �+ <° a: Z I I d0 CD N+ Oj I �j TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB _j I STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. N 0 - 0 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE 3 Q :E I J ci Q TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY I INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. 14 US + Q I CN OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY ,) t ° N °1 Wei I O I + I 24 JI ``1 25 M W CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS --- W E I U a INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C N PHASE BOUNDARY r n SEE DETAIL ON SHT. 7 O � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY in CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. °° AT3f 3 3 1"=50' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: II N s 16+0 - D - - �- - D IT- - �- D 17 +00 S Qom_ ")N IMN yR/W �i R /WI -1 u: L_T C; I �T T T T IT c o `a $I gl $, o ,a a, 01 c a w �` LLj win I Sri I 'n 1 �d 0 ° 01 I o ° I o zrn to ,,�I I� �I �I ,ri ° O ° Io °01 c1 I WO ±I N) + MJ N r �+ + +) MI N 0) In u'l ,r•;1 • Q J Q J Q -' Q J U ti I^ J ' J w �' J I J -j J Co -j ^ J co J J 10 =r- I F- I r- ¢ d a ,� I I- I I co �� - 47 N, 46ro�, }� 45 N; 44rc; ro 43Q �;N 42rocn X 41 NI 40 ail 0 39 �I C-4 �NI 1� - <1 l I Q ° WCc� I �a I } . r . , 37 36r $ 35 3 3 !3 N Q ��,� Q� Q Q Q I o 34 I `� �± 1 ��� ( + I �� o]MMI w� 34 {3y+ 3+ ++ 3+ 3i 3� I 3 } 3+ 12 W �� >� � >� to Coto Co rn to 1 in I oQ I aQ 1 o aaal o o I a I oc I ��� w� a I irk I �m Fm c�ac~nv~i Q °a N I I o_ to in , t„ H A S r 2 MONAHAN STREET ALL PHASES TO BE (STA. 10 +95.00 TO 19 +70.00) CONSTRUCTED SIMULTANEOUSLY SCALE: 1" = 50' HORIZONTAL 368 364 360 356 352 348 344 340 336 332 10 +00 to Of a I I O 0 Q' I r 1 i JV.VV i FURNISH do INSTALL TRAFFIC IIJ d%IIJ � II (n i DW) mi�M LVJa "WI -1" - CURVE ARROW 'R26(CA)' - NO PARKING at �w v� ;q �� Z - Q "R81(CA)' - BIKE LANE d al 630f, t I ")N IMN yR/W �i R /WI -1 u: L_T C; I �T T T T IT c o `a $I gl $, o ,a a, 01 c a w �` LLj win I Sri I 'n 1 �d 0 ° 01 I o ° I o zrn to ,,�I I� �I �I ,ri ° O ° Io °01 c1 I WO ±I N) + MJ N r �+ + +) MI N 0) In u'l ,r•;1 • Q J Q J Q -' Q J U ti I^ J ' J w �' J I J -j J Co -j ^ J co J J 10 =r- I F- I r- ¢ d a ,� I I- I I co �� - 47 N, 46ro�, }� 45 N; 44rc; ro 43Q �;N 42rocn X 41 NI 40 ail 0 39 �I C-4 �NI 1� - <1 l I Q ° WCc� I �a I } . r . , 37 36r $ 35 3 3 !3 N Q ��,� Q� Q Q Q I o 34 I `� �± 1 ��� ( + I �� o]MMI w� 34 {3y+ 3+ ++ 3+ 3i 3� I 3 } 3+ 12 W �� >� � >� to Coto Co rn to 1 in I oQ I aQ 1 o aaal o o I a I oc I ��� w� a I irk I �m Fm c�ac~nv~i Q °a N I I o_ to in , t„ H A S r 2 MONAHAN STREET ALL PHASES TO BE (STA. 10 +95.00 TO 19 +70.00) CONSTRUCTED SIMULTANEOUSLY SCALE: 1" = 50' HORIZONTAL 368 364 360 356 352 348 344 340 336 332 10 +00 to Of a I I O 0 Q' I r 1 i 368 364 360 356 352 348 344 340 336 332 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 (STA. 10 +95.00 TO 19 +69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL JV.VV i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 3 ' (n i CC 'R5 -1' - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD �w "W3-1" - STOP AHEAD 'R4 -7" - KEEP RIGHT Q "R81(CA)' - BIKE LANE � al 630f, t I 0 OYAGEURS DR. SEE SHEET 4 368 364 360 356 352 348 344 340 336 332 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 (STA. 10 +95.00 TO 19 +69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 (STA. 10 +95.00 TO 19 +69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -1 JV.VV i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: VERT. CURVE N co 'W1 -7" - DOUBLE ARROW i 'Wt -6" - SINGLE ARROW 'R5 -1' - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD 'R4 -7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END "S4-3" - SCHOOL 'W14 -1' - DEAD END 'R2 -1" - SPEED LIMIT 20 'W14 -2' - NO OUTLET PER C.O.B. STD. ST -9. TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH do INSTALL INTERCONNECT CONDUIT Tg3 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT N Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB �j TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. N 0 - 0 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.55' AGGREGATE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. I� SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT © OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D -14, REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. M W CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS --- W PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C PHASE BOUNDARY SEE DETAIL ON SHT. 7 � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY in CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. SCALE: 1"=50' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 25 0 50 100 M SECTION LETTER A 50 12.5 - - - - - SECTION LINE 1 SHEET SECTION IS LOCATED W W W w W w _ J !L W LL: J 03 04 u a U > C%d ap co MCD + CD in . Of _A�cno. ~ oc�tn - -- - -- -- N OPOSED MITH ON PROPC SED SMOU TH FLO JNE W z ---M W Q 10 +00 11 +00 12 +00 13 +00 14 +00 15 +00 16 +00 (STA. 10 +95.00 TO 19 +69.73) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -1 i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1" - STOP 'W1 -7" - DOUBLE ARROW 'R6 -1' - ONE WAY 'Wt -6" - SINGLE ARROW 'R5 -1' - DO NOT ENTER "WI -1" - CURVE ARROW 'R26(CA)' - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3-1" - STOP AHEAD 'R4 -7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END "S4-3" - SCHOOL 'W14 -1' - DEAD END 'R2 -1" - SPEED LIMIT 20 'W14 -2' - NO OUTLET PER C.O.B. STD. ST -9. TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH do INSTALL INTERCONNECT CONDUIT Tg3 Tg5 Tgs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Oj CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB �j TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE 17 +00 18 +00 19 +00 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 0 O J� C-0 z W z tD Uj z U CD Ujz r 0 z J CONSTRUCTION NOTES: NOTES: .2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B' A.C. OVER 0.75' AGGREGATE ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. t� SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE '8' A.C. OVER 0.95' AGGREGATE ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY g SANITARY SEWER LINE STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. 0 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.55' AGGREGATE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT © OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D -14, REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. 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 PHASE BOUNDARY SEE DETAIL ON SHT. 7 � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY © CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. SCALE: 1"=50' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: 25 0 50 100 SECTION LETTER A 50 12.5 - - - - - SECTION LINE 1 SHEET SECTION IS LOCATED 0 O J� C-0 z W z tD Uj z U CD Ujz r 0 z J 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 MONAHAN ST. SEE SHEET 3 z011`�' 1 III ` I IJ 52 I 35aN �� 25 I LLJ ��1� W3 I-gWNW ° Ix w�OC.D co r I �c�i� N I� �� `� M in 53 I 34 N ^ CN = �. 3 I + I IQ h� < o W f Q N N x j +- o• CA d FL 630T4 T C2 3 C4 9k8�9� C4 0 S C - +�00 - R /y . 17 +00 53 . 5 C3 N 0'47 50 E 131.05' \\ moo', . � ao J N cs C5 t° -- -- - -- .- _ I 630T5 NIA C+ I R/w �� „ „ II p 1 �� 28 U C� I ^ I t0 � a $ L' iW O cn . � $' � o rn + _ o �O tO �kc LA: ^ J LI Li Ma Q - o + !A 55 I a N Q a^�i cn N r r "' to C3 � W cn cn - 54 3 33 '3 32 'A °m 9,c < --t °°°° co co of 1 I I N mNlJ) NN N mNN I + ( 29 VOYAGEURSDRIVE MURFRSEE RIGHT D H r ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY (STA. 16 +45.72 TO 19 +40.27) SCALE: 1" = 50' HORIZONTAL v iwE. 16 +00 17 +00 18 +00 �' Z a 19 +00 (STA. 16 +45.72 TO 19 +40.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL mm 18 +00 19 +00 �mmm 360 (STA. 16 +45.72 TO 19 +40.27) 356 352 SCALE: 1" = 50' HORIZONTAL 348 m SCALE: 1" = 10' VERTICAL mm 340 LEGEND: RI -1 336 332 332 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS 2 `'d` a��j �1 "R1 -1" - STOP "WI -r - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "WI -6" - SINGLE ARROW CL CENTERLINE S VC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "Wt -1" - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD 8CR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4 -7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC POINT OF INTERSECTION TC TOP OF CURB "W31(CA)" - END "S4-3" - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT "Wi4 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET + INV INVERT RCP REINFORCED CONCRETE PIPE W cnZ �mmww GRADE BREAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT W mmm IR ■��i dmmm 1c FURNISH & INSTALL INTERCONNECT CONDUIT W EXISTING SURVEY MONUMENT mmo - Z�� I mm■�� ( FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. jV TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE mm� FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -9. C3 mm TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -o- mm 2225'35" I 1 co I O ITEM OF WORK - SEE SCHEDULE �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. C4 84.00' rn Ir 222.57' O + 13838'47" TEMPORARY TURNAROUND SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE : ^ ° I o ! ci + °o 'oX a+ Irn I m Co + d- CONSTRUCT PER BAKERSFIELO STD1 CITY OF DETAIL T -14 © INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY ��„ I C5 35.00' 57.30' r' 63OT5 93'47'36" Io v Q M 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, ZE lu d + c . s\ REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE N C6 20.00' ____� 19.97' DOCUM 0214135958 � ' �• � 1'r7��� tea: _ r• • � PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C C7 20.00' En 20.03' 90'05'22" SEE DETAIL ON SHT. 7 C3 PHASE BOUNDARY N M ISM 1 V) C8 I I I I \ r 90100'00" S 89'06'17 E 15408' 11 00 �_ S ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LF) 12+00 w ? - ---++W-31 �- WITH I 1 I 0 1 in C9 o N o }- O OM4 -3 MARKER 3'41'44' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: I1 C5 1 CTION LETTER 3 I I I i + CD � II tR /w 2 T� �- - - OWN 0 50 100 I SECTION LINE 8 $ I o i I - 30 12.5 11 J SHEET SECTION IS LOCATED !� N I 1 C3 v 30 Q� I I W,t I 67 I 66 �' ' I I I I " a �' �--. ° ° t - -- - - QI ZI II , �� IN Z � ' � I v iwE. 16 +00 17 +00 18 +00 �' Z a 19 +00 (STA. 16 +45.72 TO 19 +40.27) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 mm 18 +00 19 +00 �mmm 360 (STA. 16 +45.72 TO 19 +40.27) 356 352 SCALE: 1" = 50' HORIZONTAL 348 m SCALE: 1" = 10' VERTICAL mm 340 LEGEND: RI -1 336 332 332 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS 2 `'d` a��j �1 "R1 -1" - STOP "WI -r - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "WI -6" - SINGLE ARROW CL CENTERLINE S VC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "Wt -1" - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD 8CR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4 -7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC POINT OF INTERSECTION TC TOP OF CURB "W31(CA)" - END "S4-3" - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT "Wi4 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET + INV INVERT RCP REINFORCED CONCRETE PIPE W cnZ �mmww GRADE BREAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT W mmm IR ■��i dmmm 1c FURNISH & INSTALL INTERCONNECT CONDUIT W EXISTING SURVEY MONUMENT mmo - Z�� I mm■�� ( FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. jV TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE mm� FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -9. C3 mm TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -o- mm 2225'35" I 1 co I O ITEM OF WORK - SEE SCHEDULE �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. C4 84.00' rn Ir 222.57' O + 13838'47" TEMPORARY TURNAROUND SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE : ^ ° I o ! ci + °o 'oX a+ Irn I m Co + d- CONSTRUCT PER BAKERSFIELO STD1 CITY OF DETAIL T -14 © INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY ��„ I C5 35.00' 57.30' r' 63OT5 93'47'36" Io v Q M 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, ZE lu d + c s\ REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE N C6 20.00' N 19.97' DOCUM 0214135958 U CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS En PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C C7 20.00' En 20.03' 90'05'22" SEE DETAIL ON SHT. 7 C3 PHASE BOUNDARY N M 1 V) C8 I I I I \ r 90100'00" S 89'06'17 E 15408' 11 00 �_ S ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LF) 12+00 w ? - ---++W-31 �- WITH I 1 I 0 1 in C9 o N o }- O OM4 -3 MARKER 3'41'44' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: I1 C5 1 CTION LETTER 3 I I I i + CD � II tR /w 2 T� �- - - OWN 0 50 100 I SECTION LINE 8 $ I o i I - 30 12.5 11 J SHEET SECTION IS LOCATED !� N I 1 C3 v 30 Q� 368 364 360 356 352 348 344 340 336 332 20 +00 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 MONAHAN ST. F H A J r 3 SEE SHEET 3 -s m13 +00 CORNELL WAY (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL PANAMA LN. 16 +00 17 +00 18 +00 19 +00 360 360 (STA. 16 +45.72 TO 19 +40.27) 356 352 SCALE: 1" = 50' HORIZONTAL 348 W SCALE: 1" = 10' VERTICAL tan 340 LEGEND: RI -1 336 332 332 i FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS 2 `'d` a��j �1 "R1 -1" - STOP "WI -r - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6 -1" - ONE WAY "WI -6" - SINGLE ARROW CL CENTERLINE S VC BEGIN VERTICAL CURVE "R5-1" - DO NOT ENTER "Wt -1" - CURVE ARROW ELEV ELEVATION EVC END VERTICAL CURVE "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD 8CR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3 -5R" - RIGHT TURN ONLY "W3 -1" - STOP AHEAD ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE "R4 -7" - KEEP RIGHT "S5-2" - END SCHOOL ZONE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R81(CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT PIVC POINT OF INTERSECTION TC TOP OF CURB "W31(CA)" - END "S4-3" - SCHOOL OF VERTICAL CURVE TP TOP OF PAVEMENT "Wi4 -1" - DEAD END "R2 -1" - SPEED LIMIT 20 SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE "W14 -2" - NO OUTLET + INV INVERT RCP REINFORCED CONCRETE PIPE W cnZ G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT W FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. IR FURNISH & INSTALL IRRIGATION CONDUIT _+ 1c FURNISH & INSTALL INTERCONNECT CONDUIT W EXISTING SURVEY MONUMENT ][133 - Z�� I FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT ( FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. jV TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. O1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB PER C.O.B. STD. ST -9. C3 O TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB -o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. 2225'35" I 1 co I O ITEM OF WORK - SEE SCHEDULE �- FURNISH &INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. C4 84.00' 20 +00 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 MONAHAN ST. F H A J r 3 SEE SHEET 3 -s m13 +00 CORNELL WAY (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL PANAMA LN. 368 364 364 360 360 356 356 352 �'� 348 W rJ 3 tan 340 340 SEE SHEET 6°o� 336 332 332 2 `'d` a��j �1 �'� o�29 �$ STORM DRAIN LINE I 2. Z ' 1 I WSW ° DELTA °� SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE cVrn CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. I CO in � Cl 20.00' I Oz'I F .J Q I Zm� 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. Ja' W J� + 6 8 6 C I W cnZ I ' MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B" A.C. OVER 0.95' AGGREGATE 27 W 32.71' 21.33' _+ W PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - Z�� I I W ( jV \0.cs STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. C3 �N N 13.70' J 6.94' 2225'35" I 1 co I O4. 5 ^ \ 9\ C4 84.00' rn Ir 222.57' O + 13838'47" TEMPORARY TURNAROUND SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE : ^ ° I o ! ci + °o 'oX a+ Irn I m Co + d- CONSTRUCT PER BAKERSFIELO STD1 CITY OF DETAIL T -14 © INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY ��„ I C5 35.00' 57.30' r' 63OT5 93'47'36" Io v Q M 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, ZE lu d + c s\ REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE N C6 20.00' N 19.97' DOCUM 0214135958 U CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS En PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C C7 20.00' En 20.03' 90'05'22" SEE DETAIL ON SHT. 7 C3 PHASE BOUNDARY N M 1 V) C8 I I I I \ r 90100'00" S 89'06'17 E 15408' 11 00 �_ S ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LF) 12+00 w ? - ---++W-31 �- WITH I 1 I 0 1 in C9 o N o }- O OM4 -3 MARKER 3'41'44' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: I1 C5 1 CTION LETTER 3 I I I i + CD � II tR /w 2 T� �- - - 25 0 50 100 I SECTION LINE 8 $ I o i I - 30 12.5 11 J SHEET SECTION IS LOCATED !� N I 1 C3 v 30 Q� I I W,t I 67 I 66 �' ' I I I I " a �' �--. ° ° t - -- - - QI ZI II , �� IN Z � ' � I / O > I I W t1f Vf 31 ' 1 - -_// o cnl , VOYAGEURS DR. MURFREESBORO DRIVE SEE LEFT 10 +00 11+00 12 +00 (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 13 +00 14 +00 10 +00 11+00 12 +00 13 +00 14 +00 (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 368 368 364 364 360 360 356 356 352 352 348 348 344 tan 340 340 336 336 332 332 �1 STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.75' AGGREGATE cp RADIUS LENGTH TANGENT DELTA ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. I BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Cl 20.00' 31.42' 20.00' 90'00'00" M 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. W SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B" A.C. OVER 0.95' AGGREGATE C2 J 32.71' 21.33' 93'41'44" W PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY J STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. C3 35.00' 13.70' J 6.94' 2225'35" s O4. 5 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE PANAMA LINE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.55' AGGREGATE C4 84.00' 203.27' 222.57' 13838'47" ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12 '. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Co + d- © INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. C5 35.00' 57.30' 37.40' 93'47'36" ® v OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, lu REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. C6 20.00' 31.38' 19.97' U 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 C7 20.00' 31.45' 20.03' 90'05'22" SEE DETAIL ON SHT. 7 PHASE BOUNDARY C8 30.00' 47.12' 30.00' 90100'00" m ■ ■ ■ ■ 0 TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. C9 500.00' 32.25' 16.13' 3'41'44' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: " SCALE: 1"=50' 1 CTION LETTER 25 0 50 100 SECTION LINE 50 12.5 SHEET SECTION IS LOCATED 10 +00 11+00 12 +00 (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 13 +00 14 +00 10 +00 11+00 12 +00 13 +00 14 +00 (STA. 10 +00.00 TO 14 +01.06) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 368 368 364 364 360 360 356 356 352 352 348 348 344 344 340 340 336 336 332 332 368 364 360 356 352 348 344 340 336 332 (STA. 10 +00.00 TO 11+54.08) SCALE: 1" = 50' HORIZONTAL 11+00 12 +00 (STA. 10 +00.00 TO 11+54.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 11+00 12 +00 (STA. 10 +00.00 TO 11+54.09) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 CONSTRUCTION NOTES: NOTES: .2 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 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. CURVE TABLE �1 STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.75' AGGREGATE CURVE RADIUS LENGTH TANGENT DELTA ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. I BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Cl 20.00' 31.42' 20.00' 90'00'00" 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B" A.C. OVER 0.95' AGGREGATE C2 20.00' 32.71' 21.33' 93'41'44" ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SANITARY SEWER LINE STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. C3 35.00' 13.70' 6.94' 2225'35" s O4. 5 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE PANAMA LINE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.55' AGGREGATE C4 84.00' 203.27' 11+00 12 +00 (STA. 10 +00.00 TO 11+54.01) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 11+00 12 +00 (STA. 10 +00.00 TO 11+54.09) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 CN a 0 CONSTRUCTION NOTES: NOTES: .2 TOP OF MANHOLE /TOP OF CLEANOUT ELEVATION 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. CURVE TABLE STORM DRAIN LINE 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "8" A.C. OVER 0.75' AGGREGATE CURVE RADIUS LENGTH TANGENT DELTA ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY Cl 20.00' 31.42' 20.00' 90'00'00" 3 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B" A.C. OVER 0.95' AGGREGATE C2 20.00' 32.71' 21.33' 93'41'44" ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY SANITARY SEWER LINE STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. C3 35.00' 13.70' 6.94' 2225'35" s O4. 5 CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE PANAMA LINE - PAVEMENT TO BE 0.45' TYPE "B" A.C. OVER 1.55' AGGREGATE C4 84.00' 203.27' 222.57' 13838'47" ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12 '. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY © INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. C5 35.00' 57.30' 37.40' 93'47'36" ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS PER C.O.B. STD. 0-14, REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. C6 20.00' 31.38' 19.97' 89'54'38" 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 C7 20.00' 31.45' 20.03' 90'05'22" SEE DETAIL ON SHT. 7 PHASE BOUNDARY C8 30.00' 47.12' 30.00' 90100'00" m ■ ■ ■ ■ 0 TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. C9 500.00' 32.25' 16.13' 3'41'44' - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: " SCALE: 1"=50' 1 CTION LETTER 25 0 50 100 SECTION LINE 50 12.5 SHEET SECTION IS LOCATED CN a 0 45 I I SM W6 41 368 364 360 356 352 348 344 340 336 332 10 +00 M�F MONAHAN ST. JP H A 5 r ,SEE SHEET 31. ACTON COURT (STA. 10 +00.00 TO 11+73.65) SCALE: 1" = 50' HORIZONTAL 368 364 360 356 352 348 344 340 336 332 11+00 12 +00 (STA. 10 +00.00 TO 11+73.65) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL (STA. 10 +00.00 TO 11+73.65) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL LEGEND: ABBREVIATIONS FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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 do INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -t7- FURNISH & 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. / 12 12 +45.42, F.L. 13 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 S - I- �u I N I =i I Q + I z I Ir I I' 1 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL H A 5 r � / M L0 II EXISTING CURB AND GUTTER °' o r-1) J N � CJ EXISTING EDGE OF PAVEMENT mo N NINE 19 +00 20 +00 21 +00 22 +00 + 23 +00 Now q- EXISTING R/W y 4. 20 +35.93, F.L. T 5 18 +00 19 +00 20 +00 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CURVE i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T -19: H A S r 3 ' I "R26(CA)" - NO PARKING 11 Q "W3 -1" - STOP AHEAD 'R4 -7" - KEEP RIGHT III Y 11 -j r� "W31(CA)' - END } "W14 -1' - DEAD END I w ci a u FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Q ' ¢ TR3 TE5 Tg6 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT a TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE g CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB co maI NUMBER FOR TAPER DESCRIPTION ALONG CURB > - Q a ca II l ��> - I 1 C9 I Z I� w M z 90'05'22" 1� INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY ME o SEE SEWER AND STORM DRAIN PLANS, SEWER ClEANOUT o 1 c I , I w o°ocNU I 8 w°i g 2wo� + ; aNC`OO I -j -j CJ CJ I �NI 1-J r� 5 r I I r; n � ci i L + ; -' MINE CD -4 CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. cj v + 1 I 1 L) -: C:5 wNo SECTION DESIGNATION: ��co c „ , SCALE: 1 =50 SECTION LETTER cj ME I Z w�j ZN 25 0 50 100 V) 1- N p � m t'M V)1 13' cn � m I I =1+ I � II � -w I ► � ./ INE� I I - MOUNTAIN VISTA DRIVE SEE SHE LN SEE SHEET 6 ME S - I- �u I N I =i I Q + I z I Ir I I' 1 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 368 364 360 356 352 348 344 340 336 332 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL H A 5 r � / M L0 II EXISTING CURB AND GUTTER °' o r-1) J N � CJ EXISTING EDGE OF PAVEMENT mo N NINE 19 +00 20 +00 21 +00 22 +00 + 23 +00 Now q- EXISTING R/W y 4. 20 +35.93, F.L. T 5 18 +00 19 +00 20 +00 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 18 +00 19 +00 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -1 CURVE i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1' - STOP 'Wt -7" - DOUBLE ARROW 'R6 -1' - ONE WAY 'W1 -6" - SINGLE ARROW 'R5 -1' - DO NOT ENTER "Wt -1' - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD 'R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3" - SCHOOL "W14 -1' - DEAD END "R2-l' - SPEED LIMIT 20 "W14 -2" - NO OUTLET 64.42' TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH do INSTALL INTERCONNECT CONDUIT TR3 TE5 Tg6 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT CCR TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ME�Y- ITEM OF WORK - SEE SCHEDULE Q a C8 II l r EASEMENT �� I 1 C9 I Z I� w M z 90'05'22" INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY ME o SEE SEWER AND STORM DRAIN PLANS, SEWER ClEANOUT +I 1 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, w MCL I 8 w°i g I Z I °o I -j -j CJ CJ I �NI mom INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C I; I n I SEE DETAIL ON SHT. 7 L / MINE ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - 1 L) -: C:5 wNo SECTION DESIGNATION: „ , SCALE: 1 =50 SECTION LETTER ME I Z 25 0 50 100 -- -- - .� SECTION LINE � INE f � m I � II � I _ ► � ./ INE� I I - MOUNTAIN VISTA DRIVE SEE SHE LN SEE SHEET 6 ME MEN , 'N30 IMMINEEN INE l MEN INE MEMO DOE a N■NEINE INEINNINNINE - - INE MINE I� - -_ ANN 18 +00 19 +00 (STA. 18 +10.02 TO 19 +76.16) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL R1 -1 CURVE i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T -19: "Rt -1' - STOP 'Wt -7" - DOUBLE ARROW 'R6 -1' - ONE WAY 'W1 -6" - SINGLE ARROW 'R5 -1' - DO NOT ENTER "Wt -1' - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD 'R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3" - SCHOOL "W14 -1' - DEAD END "R2-l' - SPEED LIMIT 20 "W14 -2" - NO OUTLET 64.42' TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT Ic FURNISH do INSTALL INTERCONNECT CONDUIT TR3 TE5 Tg6 FURNISH & INSTAL_ SPLICE BOX FOR INTERCONNECT CCR TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE Ot CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ® ITEM OF WORK - SEE SCHEDULE 368 364 360 356 352 348 344 340 336 332 20 +00 368 364 360 356 352 348 344 340 336 332 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 (STA. 19 +53.56 TO 23 +21.20) SCALE: 1" = 50' HORIZONTAL 19 +00 20 +00 21+00 22 +00 23 +00 (STA. 19 +53.56 TO 23 +50.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q * VARIES 48.44'- 50.00' 1251 II s''IW z W S cif �� I BLOCK WALL 2_0% 2.0% 4.1 MAX LANDSCAPE AREA 0.30' A.C. PAVIN-J EASTTNG PAVEMENT 0.95' AGG. BASE * VARIES 1' - 15' SAWCUT 1' BEYOND DOSTING 1.00' COI�ACTED O.G EDGE OF PAVEMENT 95X RELATIVE DENSITY B MOUNTAIN VISTA DR. SECTION 5 SCALE: 1 " =10' HORIZONTAL TI =6 R =20 1 " =5' VERTICAL kf-& q -11 360 356 352 348 344 Ku1ll W 332 24 +00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90100'00" C2 Li 27.13' 14.29' 4424'55" I C9 197.06' o 268'49'50" C4 500.00' 64.42' 32.26' 7'22'57" I - 33.23' - T - -� �-► -- - - -- 3 1 I CCR sZ I Zw 3.63' ur 1 R /W/ LANDSCAPE I 8 36.77' 40.77' 22.77' Q a C8 II l r EASEMENT �� I 1 C9 I Z 47.17' w M z 90'05'22" INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. o SEE SEWER AND STORM DRAIN PLANS, SEWER ClEANOUT +I 1 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, w MCL I 8 w°i g I Z I °o I -j -j CJ CJ I �NI O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C I; I I �No I SEE DETAIL ON SHT. 7 L / Q I ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - 1 L) -: C:5 wNo SECTION DESIGNATION: „ , SCALE: 1 =50 SECTION LETTER I Z 25 0 50 100 -- -- - .� SECTION LINE f 50 12.5 I � II I 1 ► � ./ I I MOUNTAIN VISTA DRIVE SEE SHE LN SEE SHEET 6 368 364 360 356 352 348 344 340 336 332 ALL PHASES TO BE CONSTRUCTED SIMULTANEOUSLY 368 364 360 356 352 348 344 340 336 332 (STA. 19 +53.56 TO 23 +21.20) SCALE: 1" = 50' HORIZONTAL 19 +00 20 +00 21+00 22 +00 23 +00 (STA. 19 +53.56 TO 23 +50.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL Q * VARIES 48.44'- 50.00' 1251 II s''IW z W S cif �� I BLOCK WALL 2_0% 2.0% 4.1 MAX LANDSCAPE AREA 0.30' A.C. PAVIN-J EASTTNG PAVEMENT 0.95' AGG. BASE * VARIES 1' - 15' SAWCUT 1' BEYOND DOSTING 1.00' COI�ACTED O.G EDGE OF PAVEMENT 95X RELATIVE DENSITY B MOUNTAIN VISTA DR. SECTION 5 SCALE: 1 " =10' HORIZONTAL TI =6 R =20 1 " =5' VERTICAL kf-& q -11 360 356 352 348 344 Ku1ll W 332 24 +00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90100'00" C2 35.00' 27.13' 14.29' 4424'55" C3 42.00' 197.06' 42.87' 268'49'50" C4 500.00' 64.42' 32.26' 7'22'57" C5 20.00' 33.23' 21.90' 9511'40" C6 30.00' 7.22' 3.63' 13'47'48" C7 36.77' 40.77' 22.77' 63'31'42" C8 42.00' 187.31' 54.22' 255'31'45' C9 30.00' 47.17' 30.05' 90'05'22" 2 N 0 Z CV C 0 N :z Z w z CD w CD z r 0 z Q J } m CONSTRUCTION NOTES: NOTES: "�Q�•�"''2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION 01 CONSTRUCT TYPE "B" CURB do GUTTER PER C.O.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. STORM DRAIN LINE 2• LOCAL STREET'S - PAVEMENT TO BE 0.20' TYPE "B" A.C. OVER 0.75' AGGREGATE ® SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY z O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.95' AGGREGATE 0 ® PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY 5 SANITARY SEWER LINE STANDARD SPECIFICATION PTH- 02ALKYD. PER C.O.B. STD. ST -9. O CONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRADE 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE '8' A.C. OVER 1.55' AGGREGATE G SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY INSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY PER C.O.B. STD. ST -9. ® SEE SEWER AND STORM DRAIN PLANS, SEWER ClEANOUT © OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, w REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE UNLESS NOTED OTHERWISE. CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' KINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C PHASE BOUNDARY SEE DETAIL ON SHT. 7 MINES ■ ■ MENEM ■ ■ 1010010101 ■ ■ 1010001 TRACT BOUNDARY ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. - - PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: „ , SCALE: 1 =50 SECTION LETTER A 25 0 50 100 -- -- - .� SECTION LINE 50 12.5 SHEET SECTION IS LOCATED 2 N 0 Z CV C 0 N :z Z w z CD w CD z r 0 z Q J } m In z 0 w LLj a 0 J -n i 3 I 368 364 360 356 352 348 344 340 336 332 9 +00 w- 0 0 N 0 0 N N MOUNTAIN VISTA DR. CORDELL WY. SEE SHEET 5 PANAMA LANE SEE SHEET 4 (STA. 10 +00.00 TO 23 +13.20) SCALE: 1" = 50' HORIZONTAL MIN 10 +00 11+00 12 +00 CURVE TABLE CURVE RADIUS LENGTH c M C1 30.00' 47.17' 30.05' 90'05'22" C2 30.00' 47.12' 30.00' 90'00'00" 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. ITEM OF WORK - SEE SCHEDULE EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -<::- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. i. J Ld J W W > LLJ J li li W W p� �' J O ~ 00 ^ t� N N Y O�1 W nl a+ .- + CJ i N Y f- t a d'� �t �M - V t g� s r' N O z^ N - N - d EXISTING CENTERLINE ^ W1w °z ci t. a O+f z < W EMUS N(; (XNILKUfi d H cj <N F mN W N _ VI. ~.I mN U< H 41N - _m -- W N -- -- - -- - - -- 0:541E' S =0. 51%-r-- do ao > W M > W M W j._ EXISTING GROUND M > > W I `j W M M > > - �M j I > W W W ■ a J � r _ U 10 +00 11+00 12 +00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.17' 30.05' 90'05'22" C2 30.00' 47.12' 30.00' 90'00'00" 13 +00 14 +00 15 +00 16 +00 17 +00 (STA. 10 +00.00 TO 23 +13.20) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL W V! W FUTURE MEDIAN PER CITY OF BAKERS W STANDARDS T -4, T -8, T -17 R1 -1 LEGEND: i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS 'WI -7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 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. ITEM OF WORK - SEE SCHEDULE EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -<::- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. 13 +00 14 +00 15 +00 16 +00 17 +00 (STA. 10 +00.00 TO 23 +13.20) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL W V! W FUTURE MEDIAN PER CITY OF BAKERS W STANDARDS T -4, T -8, T -17 R1 -1 25 i FURNISH & INSTAL_ TRAFFIC SIGNS PER C.O.B. STD. T -19: 'Rt -1' - STOP 'WI -7" - DOUBLE ARROW 'R6 -1 - ONE WAY 'WI -6" - SINGLE ARROW 'R5 -1' - DO NOT ENTER 'WI -1' - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT 'S5 -2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE 'S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END 'S4-3" - SCHOOL "W14 -1' - DEAD END "112 -1" - SPEED LIMIT 20 'W14 -2' - NO OUTLET TS FURNISH & INSTAL_ TRAFFIC SIGNAL CONDUIT FURNISH & INSTALL IRRIGATION CONDUIT iR FURNISH & INSTALL INTERCONNECT CONDUIT 1c TR T&5 T$6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 4. � t a. i 0.45' TYPE 'A' A.C. PA1MiG--� I 1.55 AM BASE 1.00' COMPACTED O.G. T( 95% RELATIVE DENSITY 18 +00 I g' I I I VARIES L40 \ &.om WALL 1.5% MIN. 3.4% MAX. 2.0% MAX LANDSCAPE AREA C PANAMA LANE SECTION 6 SCALE: 1 " =10' HORIZONTAL 1" =5' VERTICAL R =20 TI =9 �.2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM DRAIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN S_ SANITARY SEWER LINE IS 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 ■ ■ ■ ■ ■ ■ TRACT BOUNDARY PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: SECTION LETTER -- -- - A SECTION LINE SHEET SECTION IS LOCATED 19 +00 20 +00 21+00 CONSTRUCTION NOTES: O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. OCONSTRUCT 6' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. COMPACT SUBGRAOE TO 95% OF MAX. TO 12" BEYOND GUTTER UP TO A DEPTH OF 12'. OINSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY s OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE O INSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 22 +00 23 +00 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 0.75' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.95' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE '8' A.C. OVER 1.55' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. 0 -14, UNLESS NOTED OTHERWISE. �Trt SCALE: 1"=50' 368 364 360 356 352 348 344 340 336 332 25 0 50 100 50 12.5 Z Z � m 1 0 0 M N M �Mu'i O N N o 10 +00 — s- • 1 i i x i i i 11 +00 12 +00 13 +00 14 +00 1 EXISTING EDGE OF PAVEMENT a DETAIL 39 C4 I II CD I / \ 5 4 I \\ 12 II + I I t \ Iz o I \ < I \ in V) \ I \ to CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1500.00' 140.94' 70.52' 5'23'00" C2 1500.00' 77.32' 38.67' 2'57'13" RI-1 LEGEND: i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: ABBREVIATIONS 'W1 -7" - DOUBLE ARROW FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE SVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PIVC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SDMH STORM DRAIN MANHOLE FC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT QQ FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. N EXISTING SURVEY MONUMENT + FURNISH do INSTALL STREET SIGN PER C.O.B. STD. T -1. + FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -<c>- FURNISH do INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STD. ST -14. E FURNISH k INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. RI-1 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION i FURNISH do INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP 'W1 -7" - DOUBLE ARROW 'R6 -1' - ONE WAY 'W1 -6" - SINGLE ARROW 'R5 -1" - DO NOT ENTER "W1 -1' - CURVE ARROW 'R26(CA)" - NO PARKING "W3-3" - SIGNAL AHEAD "R3 -5R' - RIGHT TURN ONLY "W3 -1" - STOP AHEAD "R4 -7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81(CA)' - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT "W31(CA)' - END "S4-3" - SCHOOL "W14 -1" - DEAD END 'R2 -1" - SPEED LIMIT 20 'W14 -2" - NO OUTLET — PROPOSED EDGE OF PAVEMENT TS FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT iR FURNISH & INSTALL IRRIGATION CONDUIT ic FURNISH do INSTALL INTERCONNECT CONDUIT TB3 TR5 FURNISH do INSTALL SPLICE BOX FOR INTERCONNECT TR3 =N0. 3 1/2 SIZE TR5 =N0. 5 SIZE TR6 =N0. 6 SIZE O CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB OTAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE 16 ±00 DETAIL 21l 17 ±00 TYPE IV ARROW TYP u 19 +00 20 +00 21+00 DETAIL 39 TI DETAIL 3 DEAL 278 _ i 2 2 + 00 Lo LI I I � L L.I r 45 2 3 4 5 6 7 S o � � \ \ _ 4` % - °° Q o I I -i 21 13 2 8 I ( I 1 + I I 29 r- '11+0 + N NN c,� 27 PANAMA LANE P H A 5 r 3 (STA. 10 +00.00 TO 23 +13.20) SCALE: 1" = 50' HORIZONTAL ETAIL 29 11 +00 C1 12 + S 5'02'8" W 216 ETAIL 32 DETAIL TYPE IV ARROW TYP -� -151 +00 21 +00 22 +00 D D D -- - -- -- -- -- - - - -- R =5' DETAIL 38 Z I - W R1 , I f L r J _ 9 ► 2 � 3 \I I I I I I MOUNTAIN VISTA DR. (STA. 10 +00.00 TO 16 +45.72) SCALE: 1" = 50' HORIZONTAL 2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION STORM DRAIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE Istr SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN s SANITARY SEWER LINE ® SEE SEWER AND STORM DRAIN PLANS, SEWER MANHOLE ® SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WINGS W PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) PHASE BOUNDARY ■ ■ ■ ■ �� ■ ■ TRACT BOUNDARY — — PROPOSED EDGE OF PAVEMENT SECTION DESIGNATION: =0S SECTION LETTER A - - - - - SECTION LINE 1 SHEET SECTION IS LOCATED CONSTRUCTION NOTES: O CONSTRUCT TYPE 'B" CURB do GUTTER PER C.O.S. STD. ST -1. O CONSTRUCT 5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. OCONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. ® PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD. CONSTRUCT 6' 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'. OINSTALL W- 31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY 6 OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE OINSTALL END -OF- STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 ® CONSTRUCT 6' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. I r Q J z IN CD C. P n A 5 r 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 0.75' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. MOUNTAIN VISTA DR. - PAVEMENT TO BE 0.30' TYPE 'B' A.C. OVER 0.95' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 4. PANAMA LANE - PAVEMENT TO BE 0.45' TYPE 'B' A.C. OVER 1.55 AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 5. ALL CATCH BASINS TO BE TYPE "A' WITH 3.5' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SCALE: 1 " =50' 25 0 50 100 50 12.5 rn 0 M M D O z 00 Z Oi I Q J J Q Ld W U 00 3 0 J W [D (D O U) Ncr- MW W lol 0 J® c� z Ui w w z ca z w J_ U C' Z } Z Q J N O o n m o zz cn o J }m m o W Y a w � a > U U 0 V W V ag X J W a W LU Z F— =0S W N Lu d Z Z 0 Z V d C < W x oc LLJ x J C co N m N °o 0 0 W LL 0