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HomeMy WebLinkAbout1.1-7239STANDARD 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 -500- 227 -2600. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT NTH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. CONTRACTOR TO CALL FOR USA LOCATE AND POTHOLE ALL MARKED UTILITIES THAT CROSS OR ARE WITHIN 5' HORIZONTAL DISTANCE OF SEINER 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 SMITH 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 NTH 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 OUTS' 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 -15, ST -18, ST -19, ST -35, 0-14, D -16, T -1 PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE 0.21' TYPE 'B' ASPHALT CONCRETE OVER 0.33' AGGREGATE BASE OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95X RELATIVE DENSITY PER C.D.B. STD. ST-13. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. a TO BE INSTALLED @ EXISTING INSTALL TRAFFIC CONTROL SIGNS INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T -1 INSTALL METRO SIZE STREET NAME SIGNS PER C.O.B. STD. T -1 --C}- INSTALL STREET LIGHT- HOLD IE -LVUI SERIES PER C.O.B. STD. SP7- 86 -10. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. G HT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.D.B. SPECIAL PROVISIONS SECTION 86 -6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO, AUTOBAHN SERIES LED TEK EC 1 THRU EC7 DES CREE XSP /XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 7. INSTALL TYPE 'B' CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 8. INSTALL 4.5' COMBINATION SIDEWALK ON ALL STREETS UNLESS OTHERWISE NOTED. 9. SEWER LATERAL. LOCATIONS TO BE STAMPED ( S ) INTO THE CURB FAGS OVER EACH SEWER LATERAL.. 10. INSTALL ADDITIONAL f 3-1/2 PULL BOX FOR STREET UGHTS AT P.G.& E. SERVICE POINT. ALL PULL BOXES TO BE INSTALLED ON A GRAVEL BED A MINIMUM OF 60 THICK. 11. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A. 12. ALL MANHOLE AND LAMPHOL.E FRAME AND COVERS SHALL BE SET 1/4m BELOW PAVEMENT GRADE. 13. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POST'S WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS INSTALLED PER STD. T -19 SHAD. BE LOCATED WITHIN SIDEWALK 6' FROM BACK. 14. INSTALL 12' WIDE CROSS GUTTER AS PER C.O.B. STANDARD S -35 Underground Service Alert Call: TOLL FREE 1- 800 - 227 -2600 TWO WORKING DAYS BEFORE DIGGING TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. P ! 10 EXISTING RETENTION BASIN CAW CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CONSTRUCTION PLANS PROJECT MAP SCALE: i• =zoo' Q SHEET NO. INDEX SHEET TITLE 1. COVER SHEET 2. NOTES &SPECIFICATIONS 3. WHITE RAPIDS WAY &WATERFALL LANE 4. QUIET CREEK WAY &LITTLE BROOK STREET 5. ROARING RIVER AVENUE & ELKHORN CREEK LANE 6. RIVER RUN BOULEVARD LIST OF MATERIALS ITEM UNIT TOTAL A.C. PAVING TONS 1120 CL. 11 AGG. BASE CUYD 885 SUBGRADE PREPARATION SOYD 7964 6" CURB AND GUTTER LF 3596 HANDICAP RAMPS EA. 6 DRIVEWAYS SOFT 5830 SIDEWALK SOFT 17299 CROSS GUTTERS EA. 3 STANDARD STREET NAME SIGNS EA. 12 STOP SIGNS EA. 3 5800 LUMEN STREET UG H TS EA. 6 MONUMENT ENCASEMENTS EA. 12 SAW CUT LF. 311 FOR TRACT NO. 7239 LEGEND: ABBREVIATIONS FL FLO ILII+E 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 CURVATM 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 IN V INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT FURNISH & INSTALL SURVEY MONUMENT PER C.Q.B. STD. ST -13. EXNSTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.D.B. STD. T -1. FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -C>- FURNISH & INSTALL. STREET LIGHT- HOLOPHANE -LVUI SERIES PER C.O.B. STD. SP7- 86 -10. FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: 7R1 -1' - STOI' 'W1- 7' - DOUBLE ARROW 'R6 -1' - ONE WAY 'WI -6' - SINGLE ARROW 'R5 -1' - DO NOT ENTER 'WI -1' - CURVE ARROW 'R26(CA)' - NO PAMNG '113 -3' - SIGNAL AHEAD 'R3 -5R' - RIGHT TURN ONLY 'W3 -1' - STOP AHEAD 'R4 -7' - KEEP RIGHT 'S5 --2' - END SCHOOL, ZONE 'RB1(CA)' - BIM LANE 'S4- 2' - WHEN CHILDREN ARE PRESENT 'W31(CA)' - END 'S4-3' - SCHOOL OW14 -1' - DEAD END 'R2 -1' - SPEED LIMIT 20 'W14 -2' - NO OUTLET T. Q.A 363.22 TON' OF MANHOLE/TOP OF CLEANOLIT ELEVATION D STORM DRAIN LINE SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN ---- . g SANITARY SEVER UIiE SEE SEWER AND STOW DRAIN PLANS, SEWER MANHOLE SEE SEWER AND STORM DRAIN PLANS, SEWER CLEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY w /3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT 12' STANDARD WIDE CROSS GUTTER PER C.O.B. STD. ST -35. PHASE BOUNDARY TRACT BOUNDARY --- --- -- -- -- -- PROPOSED EDGE OF PAVEMENT Ts FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT ic FURNISH & INSTALL INTERCONNECT CONDUIT ia3 TR55 FURNISH & INSTALL SPLICE BOX FOR INTM)ONNECT TR3--N0. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6 =NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB ITEM OF WORK - SEE SCHEDULE SECTION LETTER - - --- - - --- - A SECTION LINE 4 1 SECTION LETTER EET SECTION IS DATED SECTION 2L) DESCRIPTION SECTION DETAIL \-SHEU SECTION IS CAMEO OUT I IVInV N.T.S. NOTE*,* 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326 -3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARD, ' SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. ENGINEER'S STATEMENT THESE PLANS AND SPECIE ICA11ONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY V ITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAVVINGS ON THESE-PLANS AND ANY ERRORS. OaYM' / IONS. OR VIOLATIONS OF SE RDINAI��CE'�. STANDARDS A ESIG(�i CRITERIA SHALL BE CORRECTED D�RtNt# COWSTRl,JCTIO APPROVED BY: ROGER A. McINTOSH R.C.E. 33322 DATE APPROVED BY: RAUL M. ROJAS PUBLIC ORKS DIRECTOR DATE R.C.E. 39 EXP. 12 -31 -15 REVIEWED BY: �J C 3, ZZj 14 ASSISTANT PUBLIC R S UB C WO KS DIRECTOR III''' 1�$11111111111111am REVIEWED BY: TRAFFIC ENGINEER BASIS OF BEARINGS: THE BEARING OF N. 88'52'30" W. SHOWN F R THE SOUTH LINE OF THE SOUTHWEST QUARTER F SECTION 1, T. 30 S., R. 26E., ON TRACT NO. 6030 RASE B, ON K.C.S. FILED MAP BOOK 47, PAGE 184 AS USED AS. THE BASIS BEARINGS SHOWN HEREON. BENCHMARK: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF ELKHORN CRE K LANE AND ROARING RIVER AVENUE. ELEVATION = 357.42' (CITY DATUM PER TRACT 5999 PHASE 3 MONUMENT ELEVATION MAP) LEGAL DESORPTION: ALL THAT PORTION OF PARCEL B AND C OF LOT LINE ADJUSTMENT NO. POO -0690 AS EVIDENCED 3Y A CERTIFICATE OF COMPLIANCE RECORDED FEBRUARY 2, 2001 AS DOCUMENT NO. 0201014494 OF OF ICIAL RECORDS, BEING AN ADJUSTMENT OF PARCE 1 OF PARCEL MAP 10334 RECORDED OCTOBER 10, 1998 IN BOOK 48, PAGE 82 OF PARCEL MAPS, AND THAT PORTION OF PARCEL 2 OF PARCEL MAP 10 3 RECORDED APRIL 2, 1999 IN BOOK 50, PAG 104 OF PARCEL MAPS, BEING IN SECTION 1, TOWNSF IP 30 SOUTH, RANGE 26 EAST, M.D.M., IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF PALIFORNIA, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. z CITY RECORDS NO: 0 M Q Ce Z � I ''. J W V w ©o Z - rw n O � (0 C-4 cr w Y Q a) r � WE N � r 04 z °D a � o m ID W Y 'RC W 0 0 �IIIIIIIII i N 1 r ZW a 0 �IIIIIIIII 0 z a J a z � law U I" ww cr, 6 sm F� cc w Z � Z O 0 U W W Cr R c 4 8 3 0 STANDARD NOTES (CONT,� 15. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION* 16. AN OPEN STREET PERMIT SHALL BE OBTANVED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. 17. AGGREGATE BASE: AGGREGATE BASE MATERIAL. FOR ARTERIAL & COLLECTOR ROADWAYS SHALL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE STATE STANDARD SPECIFICATIONS, LATEST EDITION; HOWEVER, NO RECYCLED OR RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL IN LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200 -2.4 OF THE GREENBOOK . AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. LEGATE BASE SHALL BE GRADED TO WITHIN THE CiTY TOLERANCES AND COMPACTED TO 959E OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D -1557. 18. SUBGRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE AND COMPACT STREET SUBGRADE IN ACCORDANCE WITH THE CONTRACT PLANS, CITY REQUIREMENTS AND STANDARD SPECIFICATIONS. SUBGRADE SHALL. BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY iN ACCORDANCE WITH ASTM D -1557. 19. COMPACTION TESTS SFUUl BE THE RESPONSIBILITY OF THE OENEI.OPER/ SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 20. DUST CONTROL CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (lDCP) 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 WITH THE PROVISIONS OF SAID PLAN. 21. STORM WATER POLLUTION PREVENTION CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TILES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 22. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTiON OPERATIONS ARE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING OPERATIONS. IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALT., AT HiS OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FAaLITiES FOR THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WIC. 23. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS AND AS DESIGNATED BY THE ENGINEER. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE REMOVED TO THE FULLEST EXTENT POSSIBLE FROM THE PAVEMENT BY ANY METHOD THAT DOES NOT MATERIALLY DAMAGE THE. SURFACE OR TEXTURE OF THE PAVEMENT OR SURFACING. WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, THE AREA SHALL BE SHIELDED SO THAT NO MATERIAL FROM THE BLASTING OPERATION IS ALLOWED TO ENTER THE AREA THAT iS OPEN TO THE PUBLIC TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SAND OR OTHER MATERIAL WHICH ALIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILL NOT BE PERMITTED. TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC PATTERN. BLAST GLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, SO THE OLD MESSAGE CANNOT BE IDENTIFIED. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 37, BITUMINOUS SEALS ", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER THE TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE REMOVAL AREA. IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN SHAD. BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT LARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7 -1.09, "PUBLIC SAFETY," OF THE STANDARD SPECIFICATIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SMALL BE THERMOPLASTIC AND SMALL CONFORM TO SECTION 84-2, *THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS" OF THE STANDARD SPECIFICATIONS. TRAFFIC DELINEATION. IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING THE SAME WOK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. 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 20 FEET APART ON TANGENTS AND NO MORE THAN 10 FEET APART ON CURVES. APPLY REFLECTIVE TRAFFIC UNE TAPE iN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DEUNATION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, "TRAFFIC STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECinCATIO)NS AND THEE SPECIAL PROVISIONS. TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM RM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS ". PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MAULERS," AND THESE SPECIAL PROVISIONS: PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95 -2.04 OF THE STANDARD SPECIFICATIONS. A.C. PAVING TESTING NOTES: SP7 -39.01 7 -1. ASPHALT CONCRETE (TYPE 'B'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL. STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, AGGREGATE, OF THE SPECIFICATIONS FOR 3/4n MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM- REFINED PAVING ASPHALTS," IN SECTION 92 -1.02, GRADES," OF THE STANDARD SPECIFICATIONS. WHEN DIRECTED BY THE CITY ENGINEER, AGGREGATE CONFORMING TO ANY OF THE GRADING REQUIREMENTS IN SECTION 39 -2.02, "AGGREGATE ", OF THE STANDARD SPECIFICATIONS SHALL BE USED TO SURFACE INTERSECTIONS, TAPERS, AND OTHER AREAS WHERE THIN LAYERS OF ASPHALT CONCRETE ARE BEING CONSTRUCTED. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CAUFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. 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 DESIGN ALONG WiTH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39 -2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBUC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE UMITS OF CONSTRUCTION. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED 13Y THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAILED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CAUBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WiTH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL. BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAILED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE iS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBUC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MiNIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER 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 BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WiLL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE 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 DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER HER LESS THAN 909E OR MORE THAN 969E, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAIN MANHOLES WITHIN THE ROADWAY. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, iT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: ( 1) ABRASIVE GRINDING WITH EQUIPMENT UTIUZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE DEVELOPER'S EXPENSE. 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 LONGITUDINAL UMITS 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 PAVEMENT CENTERUNE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42 -2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL. COAT SHALL BE APPUED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. TRENCHING NOTES. STORM DRAiN NOTES* . 1. TRENCH EXCAVATION 1. STORM DRAIN PIPE THE EXCAVATION OF TRENCHES FOR PIPING LAID IN THE GROUND SHALL BE IN STORM DRAiN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS Ili WITH RUBBER OPEN -CUT FROM THE SURFACE OF THE GROUND EXCEPT WHERE BORING iS REQUIRED. GASKET JOINTS PER ASTM SPECIFICATION C -76, UNLESS OTHERWISE NOTED ON THE THE TRENCHES SHALL BE OF WIDTH AS SHOWN ON STANDARD S -39 AND DETAILED CONTRACT PLANS. SECTIONS ON THE PLANS FOR PROPER PIPE INSTALLATION. THE HOLES FOR BELLS AND FITTINGS S! -FALL BE EXCAVATED BY HAND, TO A WIDTH REINFORCED CONCRETE PIPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO THE PROVISIONS IN SECTION 65, "REINFORCED CONCRETE PIPE ", OF THE STANDARD PROVIDING UNIFORM BEARING ALONG THE LENGTH OF THE PIPE. IT IS THE INTENTION OF SPECIFICATIONS AND THESE SPECIAL PROVISIONS. THESE REQUIREMENTS TO PROVIDE FIRM, UNIFORM BEARING FOR THE PiPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS EXCEPT AS OTHERWISE DESIGNATED BY CLASSIFICATION ON THE PLANS OR IN THE SPECIFICATIONS, JOINTS FOR CULVERT AND DRAINAGE PIPES SHALL CONFORM TO THE PROVIDED IN THE PLANS. SELECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE PLANS OR SPECIFICATIONS FOR STANDARD JOINTS. TYPES OF PIPE SELECTED FOR CONSTRUCTION. STORM DRAIN AND UTIUTY CONDUIT INSTALLATIONS SHALL MEET CITY STANDARD S -39. HYDROSTATIC TESTS SPECIFIED BY SECTION 65• -1.08 "LAYING SIPHON AND PRESSURE TRENCH LINES SHALL MEET ALL FEDERAL AND STATE SAFETY REQUIREMENTS. PIPE ", OF THE STANDARD SPECIFICATIONS WILL NOT BE REQUIRED. 2. BRACING AND SHORING REINFORCED CONCRETE PIPE SHALL HAVE RUBBER GASKETED JOINTS CONFORMING TO SECTION 65- 1.0680 "RUBBER GASKETED JOINTS ", OF THE STANDARD SPECIFICATIONS. EXCAVATION SHALL BE SUPPORTED AS SET FORTH IN THE RULES, ORDERS, AND REGULATIONS OF THE STATE DIVISION OF INDUSTRIAL SAFETY. IF THE CONTRACTOR HANDLING OF MATERIALS. A P S ALL PIPE, FITTINGS, SPECIALS AND CASTINGS MUST BE DESIRES TO DEVIATE FROM THE SAFETY ORDERS, HE SHALL SUBMIT DATA BY A CAREFULLY HANDLED AT ALL TIMES. ONLY SUITABLE AND PROPER EQUIPMENT. AND REGISTERED CIVIL ENGINEER TO THE STATE DiVISfON OF INDUSTRIAL SAFETY, JUSTIFYING APPLIANCES SHALL BE USED FOR THE SAFE LOADING, HAUUNG, UNLOADING, HANDLING THE ALTERNATE PROCEDURES TO BE USED. FAILURE TO COMPLY WITH ANY OF THESE AND PLACING OF MATERIALS, SPECIAL CARE SHALL BE EXERCISED SO THAT PREFORMED RULES, ORDERS AND REGULATIONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION RESILIENT JOINTS ON PIPE AND FITTINGS WILL NOT BE DAMAGED. ANY PIPE OR FITTING TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE WITH A JOINT DAMAGED OR FLATTENED WILL CAUSE THAT PIPE OR FITTING TO BE CONTRACTOR BY SUCH AN EMERGENCY SUSPENSION SHALL NOT BE ALLOWED. DURING REJECTED. BACKRWNG, THE BOTTOM OF THE SHORING SHALL BE KEPT ABOVE THE LEVEL OF THE BACKRLL AT ALL TIMES. PIPE LAYING. NO PIP H E SHALL BE LAID UNTIL THE ENGINEER INSPECTS AND APPROVES THE CONDITION OF THE BOTTOM OF THE TRENCH. PIPE SHALL BE INSTALLED IN STRICT SECTION 6422 OF THE CALIFORNIA LABOR CODE REQUIRES THE CONTRACTOR TO SUBMIT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 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 PIPE LAYING SHALL BEGIN FROM THE DOWNSTREAM END OF THE STORM DRAIN AS OF WORKER PROTECTION FROM THE HAZARD OF CAVING GROUND DURING THE DIRECTED 6Y THE ENGINEER. PIPE LAYING SHALL PROCEED MATH EACH PIECE LAID TRUE EXCAVATION OF TRENCHES NECESSARY FOR THE CONSTRUCTION OF THE PROJECT. IF TO UNE AND GRADE, AND IN SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT SUCH PLAN VARIES FROM THE SHORING SYSTEM STANDARD ESTABUSHED BY THE WITH THE ADJOINING PIPE AND TO PREVENT SUDDEN OFFSETS IN THE FLOW UNE. AS THE CONSTRUCTION SAFETY ORDERS, THE PLANS SHALL BE PREPARED AND CERTIFIED BY A WORK PROGRESSES, THE INTERIOR OF THE PiPE SHALL BE CLEARED OF ALL DIRT AND REGISTERED CIVIL OR STRUCTURAL ENGINEER; HONER, USE OF SYSTEMS THAT ARE DEBRIS OF EVERY DESCRIPTION. PIPE SHALL NOT BE LAID WHEN THE CONDITION OF THE LESS EFFECTIVE THEN THOSE REQUIRED BY THE CONSTRUCTION SAFETY ORDERS IS TRENCH OR THE WEATHER IS UNSUITABLE. AT TIMES WHEN WORK IS NOT IN PROGRESS, PROHIBITED ON THIS PROJECT. OPEN ENDS OF PIPE AND FITTINGS SHALL BE CLOSED. 3. TRENCH BA%RLL 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 TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN PURPOSE. IN ORDER THAT BELL HOLES MAY BE PROPERLY LOCATED, NOT MORE THAN ADVANCE OF PIPE LAYING OPERATIONS OR TWO HUNDRED (200) FEET TO THE REAR SIX (S) HOLES SHALL BE EXCAVATED AHEAD OF ACTUAL PIPE LAYING, ON ACCOUNT OF THEREOF, UNLESS OTHERWISE PERMITTED BY THE ENGINEER. THE VARIATIONS IN JOINT CONSTRUCTION OPERATIONS. ALL WORK SHALL CONFORM TO THE APPLICABLE SECTIONS OF THE STANDARD THE CONTRACTOR SHALL MAKE PROVISIONS FOR PREVENTING FOREIGN MATERIAL FROM SPECIFICATIONS, DATED JULY, 1992. BEDDING CLASS SHALL BE AS SPECIFIED IN THE BEING FLUSHED INTO AN EXISTING STORM DRAIN LINE. PIPE OPTIONS. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STANDARD 5 -39, EXCEPT THAT COMPACTION SHALL BE NO LESS CUTTING PIPE. THE CONTRACTOR SHALL PERFORM ALL F WO RK 0 CUTTING PIPE AND THAN NINETY PERCENT (90X) UP TO THIRTY INCHES (.30n) FROM FINISHED GRADE. SPECIAL CASTING NECESSARY TO THE ASSEMBLY, ERECTION, AND COMP L.ETiGIV {� THE WORK. ALL PIPE SHALL BE CUT TO FIT ACCURATELY, WITH SMOOTH EDGES AND FACES. BACKRLL MATERIALS IN THE PIPE ZONE SHALL BE PLACED IN LAYERS NOT TO EXCEED THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECTNESS OF CUTTING AND NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY MATERIALS WHICH ARE DAMAGED TWELVE (12) INCHES SIMULTANEOUSLY, ON EACH SIDE OF THE PIPE, IN SUCH A MANNER OR INCORRECTLY CUT. AS NOT TO DAMAGE OR DISTURB THE PIPE OR ITS AUGNMENT AND GRADE. BACKFILL MATERIAL ABOVE THE PIPE ZONE SHALL BE FREE OF DELETERIOUS MATERIALS TE ALS 2._BORED/JACKED PIPE AND LUMPS OR STONES EXCEEDING THREE (3) INCHES IN GREATEST DIMENSION AND CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED /JACKED PIPE SHALL BE SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES. EACH LAYER INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SLOPE SHALL BE THOROUGHLY COMPACTED BY VIBRATORY CIS MECHANICAL TAMPING, OR BY A TOWARD ONE END. SPACE BETWEEN CASING AND PIPEUNE SHALL BE BACKFILLED WiTH COMBINATION OF THESE METHODS. FLOODING AND JETTING SHALL NOT BE ALLOWED. SAND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND THE THERE MUST BE AT LEAST ONE FOOT OF COVER OVER THE PIPE BEFORE COMPACTION CASING ALSO SHALL BE BACKFILLED WITH GROUT OR SAND. THE ENDS OF SPACE ABOVE THE PIPE ZONE WILL BE ALLOWED. BETWEEN THE CASING AND THE PIPE SHALL BE SEALED WITH GROUT. THE STRENGTH IMPORTED BEDDING AND BACKFILL MATERIAL SHALL BE OBTAINED AND ANY EXCESS OF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICAL BEDDING AND BACKRLL MATERIAL SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS DISPOSAL OF THE CONTRACTOR. SHALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR MAY SUBMIT TO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF iN -SITU MATERIALS. BORING /JACKING OPERATIONS PRIOR TO BORING OR JACKING. ACHIEVING FIRM BEDDING BELOW PIPE SPRiN_ CONTRACTOR SHALL PROVIDE "FIRM BORING /JACKING OPERATIONS SHALL BE CONDUCTED IN A SAFE AND EFFICIENT MANNER, BEDDING" SUPPORT FOR THE PIPE BELOW THE SPRINGUNE. FIRM BEDDING MEANS THAT CONSISTENT WITH CURRENT ACCEPTED PROCEDURES. WATER BORING SHALL NOT BE THE PIPE MUST REST ON THE GRANULAR MATERIAL SPECIFIED PREVIOUSLY IN THE PERMITTED. THE CASING PIPE SHALL BE JACKED WITH SUCH PRECISION THAT WILL SPECIFICATIONS. ALLOW THE REPLACEMENT OF THE PIPEUNE TO THE UNE AND GRADE AS INDICATED ON THE PLANS. 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 UPON P COM L.EIION OF THE iNSTALL.ATION OF THE CASING AND INSTALLATION OF THE BEDDING AND BACKRWNG, CONSOLIDATION OF MATERIAL AROUND AND UNDER BELLS PIPEUNE TO GRADE, THE VOID BETWEEN THE CASING OR RC PIPE AND THE EXCAVATION AND COUPUNGS SHALL BE AVOIDED. 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 CONTRACTOR SHALL SHOVEL -SUCE OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS APPROVAL. THIS WILL MINIMIZE VOIDS BENEATH THE PIPE AND iN THE HAUNCH AREAS. SHOVEL -SUC ING OR HAND TAMPING SHALL BE DONE BEFORE THE BEDDING IS BROUGHT IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A SAFE OPERATION AT ALL UP TO THE QUARTER POINT OF THE PiPE. TIMES. SHOULD THE TUNNEL HEADING OPERATIONS RESULT iN DANGEROUS OR UNREASONABLE SLOUGHING OF MATERIAL WHICH MAY JEOPARDIZE THE SAFETY OF INITIAL BACKFILL. "BEDDING MATERIAL" AS SPECIFIED BY ASTM 2321 -8 SHALL BE USED WORKERS OR THE STABILITY OF THE SOIL AND ROADWAY ABOVE, THE CONTRACTOR IN THE PIPE ZONE FOR INITIAL BACKFILL. AFTER THE PIPE HAS BEEN PROPERLY LAID SHALL FURNISH AND INSTALL BREASTBOARDING AND /OR FACE CLOSURE WITH AND INSPECTED, INITIAL BACKFILL SHALL BE PLACED ON BOTH SIDES AND OVER THE SUFFICIENT JACKS TO INHIBIT THE SLOUCHING AND /OR CLOSING THE WORK FACE. PIPE TO SUCH A DEPTH THAT, AFTER THOROUGH CONSOLIDATION, THE FINAL DEPTH THE CONTRACTOR, BEFORE RESUMING WORK, SHALL FURNISH THE ENGINEER WITH A SHALL BE AT LEAST TO THE ELEVATION SHOWN ON THE PLANS. THE MATERIAL SHALL DETAILED PLAN OF PRECEDING WITH THE WORK, FOR HIS REVIEW AND APPROVAL. BE CONSOLIDATED BY VIBRATORY OR MECHANICAL TAMPING AND THE EQUIPMENT AND ANY AND ALL EXPENSES THEREFORE WILL BE CONSIDERED AS INCLUDED IN THE BiD MANNER OF TAMPING MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO PRICE AND NO ADDITIONAL COMPENSATION WILL BE MADE THEREFORE. COMMENCING OPERATION. IMPACT EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE 3. MINOR STRUCTURES RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA - HAMMER WILL NOT BE PERMITTED. MINOR STRUCTURES. PORTLAND CEMENT CONCRETE MINOR STRUCTURES SHALL CONFORM, IN DESIGN, MATERIALS, AND CONSTRUCTION, TO THE PROVISIONS OF SUBSEQUENT BACKFILL. ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE SECTIONS 70 -1.02 H OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL BACKFILLED WITH NATIVE MATERIAL RESULTING FROM TRENCH EXCAVATION, OR AT THE PROVISIONS. MANHOLES SHALL CONFORM TO THE CITY OF BAKERSFIELD STANDARDS OPTION OF THE CONTRACTOR, SELECT IMPORTED MATERIALS MAY BE USED. NATIVE S -7 AND S -8. DROP INLETS SHALL CONFORM TO THE CITY OF BAKERSFIELD MATERIAL OR IMPORTED MATERIAL MAY BE COMPACTED BY TAMPING AND /OR ROLLING, STANDARD S -12. TEMPORARY INLET GRATES SHALL CONFORM TO DETAILS ON THE USING EQUIPMENT AND METHODS APPROVED BY THE ENGINEER. PLANS. WHEN THE CONTRACTOR COMPACTS BY TAMPING AND /OR ROLLING, THE BACKFILL THE PRECAST CYUNDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE MATERIAL SHALL BE PLACED IN LAYERS NOT EXCEEDING EIGHTEEN (18) INCHES IN LOOSE STRENGTH REQUIREMENT OF ASST. C -478. EACH SUCCESSIVE MANHOLE SECTION SHALL DEPTH, EACH LAYER BEING THOROUGHLY COMPACTED BY TAMPING AND /OR ROLLING BE SET ON A BED OF PORTLAND CEMENT GROUT OR "KENT SEAL" TO MAKE A BEFORE SUCCEEDING LAYERS ARE PLACED. WATERTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. COMPACTION OF SUBSEQUENT BACKFILL WITHIN TWO AND ONE -HALF (2-1/2) FEET OF 'T FINISHED PERMANENT SURFACING GRADE SHALL BE ACCOMPLISHED BY TAMPING AND /ORDJUS 4. SU VE ENCASEMENTS SURVEY MONUMENT, ROLLING AS SPECIFIED ABOVE. WHERE THE TRENCH IS WITHIN THE PAVEMENT ON STREETS, THE BACKFILL WITHIN TWO AND GIVE -HALF (2 -1/2) FEET OF FINISHED SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR PERMANENT GRADE SHALL BE COMPACTED TO NINETY PERCENT (90X) RELATIVE INSTALLED NEW TO FINISH GRADE AT THE LOCATIONS SHOWN ON THE PLANS, IN ACCORDANCE WITH THESE SPECIAL PROVISIONS, AND CITY STANDARD S -29. COMPACTION. SUBSEQUENT BACKFILL PLACED BY TAMPING AND /OR ROLLING SHALL BE FREE FROM THE SURFACE OF THE CONCRETE SHALL BE PROTECTED FROM PUBLIC TRAFI= tC FOR A MINIMUM OF THREE DAYS. STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER UNSATISFACTORY MATERIALS. AT THE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVEN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR IN NO CASE SHALL JETTING BE ALLOWED FOR BACKFILL COMPACTION WITHIN THE STREET. PROTECTION OF THE CONCRETE SURFACE FROM PUBLIC TRAFFIC SHALL BE REDUCED TO WHEN APPROVED BY THE ENGINEER, JETTING MAY BE USED IN NON- STREET AREAS. A MINIMUM OF ONE DAY. BACKFILL TESTIN AND COMPACTION. TESTING OF BACKRLL MATERIALS AND COMPACTION THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. SHALL BE IN ACCORDANCE WITH SECTION 19, "EARTHWORK" AND SECTION 6 -3, CONTRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. "TESTING ", OF THE STANDARD SPECIFICATIONS, STATE OF CALIFORNIA, DEPARTMENT CE PUBLIC WORKS, DIVISION OF HIGHWAYS. EACH LAYER OF BACKRLL MATERIAL SHALL ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS MEET THE COMPACTION, SAND EQUIVALENT, AND GRADATION REQUIREMENTS BEFORE THE SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. NEXT LAYER IS PLACED. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD EACH LAYER OF BACKFILL SHALL BE THOROUGHLY COMPACTED TO THE RELATIVE PUBLIC: WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN ACCEPTED STREET COMPACTION OF NOT LESS THAN IS SHOWN ON CITY OF BAKERSFIELD STANDARD S -39 RIGHT -OF -WAY. UNLESS SECURED BY A SUBDIViSION AGREEMENT, A DEPOSIT AS MODIFIED ON THE CONTRACT PLANS, EXCEPT THAT COMPACTION WITHIN THE BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE ROADWAY STRUCTURAL SECTION SHALL BE NO LESS THAN NINETY PERCENT (9090) RIGHT -OF -WAY AND INSURANCE SHALL BE POSTED PRIOR TO ISSUANCE OF THE RELATIVE COMPACTION FOR THE TOP FINISHED 30 ", AND SHALL BE DETERMINED BY PERMIT. CAUFO RNIA 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 RESPONSIBIUTY. 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. lei 6 Sri, 00 •.� �� { pRC STA. r 11 3` STq• 0.80.88 �1. C•C. 98 22- x` t: STA. 1 .. 98.25 F f' �'�CT •L. flrpRT B��dA Ry 12 380 376 372 368 364 360 356 352 348 344 340 UUA'ICDCA1 1 1 Ai H A WHITE RAPIDS WAY (STA. 10 +00.00 TO 15 +47.80) SCALE: 1" = 50' HORIZONTAL f, QUIET CREEK WY. MITE RAPIDS 1N I � r'� SEE SHEET 4 % 1 �...� E Z SEE LEFT '� z 11 cr- van ' .ti 20 :3 1-Z J co 101 0 iz ca Cl/ co -•j I ,..1 1 - M •- 1 U CK W �... 4 1 9 li. ! 18 1„L ti } J .-- J J eC W oo °' co °�. �t~!� U�-jo I� MCA! 9� z QD C4 rz oc W ip + cv ! w O + tp - w LLJ LLJ 50119/ +� +! .�- ! N ! M I 2c V cif ;p tAi 00 C4 a 1 � , +� -> f i do ` .� 1- 01 ��� :t} C10 o C13' z dip © ,r, S 11 +00 •. EVER 12 +00 0 "' 13+ 0.6 IS x S 2474!42" E 402-95 I ME C2 " _ ,.� 6 501 M8 117 z ui �' a ' man C12 luj -' 'a }- C7 _ 2 w LL: Wili 1 W R/ I II Lo •c ! . ! ! .� ! �- c . PROPOSED 15 SAWCU T AS SHOWN co are � { AS DIRECTED BY + '"� 4m ,; 1- °+ c� STORM DRAIN t a o ? ± ± o w� EASEMENT' CITY ENGINEER 3t N c 10 j 'oe I w _j 12 14 2 13 _jl 5 - Q • w w {i I , i V • �c� - - 1 � � W ci ci z : �' o " tom" r I / (� t-' - M "- � z 40 _3 =++ =]++ "Ifn �� � U a d1_I -I �I CL nn z do (r) U) ul m cn 0 Z 9 +00 10 +00 11 +00 12 +00 13+00 14+00 15 +00 (STA. 9 +98.25 TO 15 +45.57) SCALE: i' = 50' HORIZONTAL SCALE: 1' = 10' VERTICAL Sao 376 372 368 364 360 356 352 348 344 340 10 +00 11+00 12+00 13+00. 14+00 15 +00 (STA. 10 +29.74 TO 15+37.45) SCALE: 1" = 50' HORIZONTAL SCALE: 1° = 10' VERTICAL Rte. LEGEND: FURNISH & INSTALL TRAFFIC SIGNS PER C.U.B. STD. T -19: ABBREVIATIONS "111 -7" - DOUBLE ARROW FL. FLOWLINE POVC POINT CSI VERTICAL CURVE CL C MTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BC R BEGIN CURB RETURN PI POINT OF INTERSECTION ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CARVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC TOP OF CURB FURNISH & INSTALL IRRIGATION CONDUIT OF VERTICAL CURVE TP TOP OF PAVEMENT SOMH STORM DRAIN MANHOLE EC FINISH CONCRETE INV INVERT RCP REINFORCED CONCRETE PIPE C.B. GRADE BEAK RCJ RUBBER GASKETED JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.H. STD. ST -11 C8 00STING SURVEY MONUMENT 150.42' 104.85' FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. C9 FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -U- FURNISH & INSTALL STREET UGiT -5800 LUMEN PER C.O.B. STD. ST -14. - - FURNISH & INSTALL STREET UGHT -9500 LUMEN PER C.O.B. STD. ST -14. Rte. CURVE FURNISH & INSTALL TRAFFIC SIGNS PER C.U.B. STD. T -19: "R1-1" - STOP "111 -7" - DOUBLE ARROW "R6 -1' - ONE WAY "111 -6" - SINGLE ARROW "R5 -1' - DO NOT ENTER °111 -1" - CURVE ARROW "R26(CA)" - NO PARKING "113-3" -- SIGNAL AHEAD "R3 -5R" - RIGHT TURN ONLY "113-1' - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 {CAS" - BIKE LANE "S4-2' - WHEN CHILDREN ARE PRESENT 01I31(CA )" - END "S4-3' - SCHOOL "1114 -1" - DEAD END 'R2 -1" - SPEED LIMIT 20 81114 -2" - NO CUTLET 26.11' TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT IR FURNISH & INSTALL IRRIGATION CONDUIT is FURNISH do INSTALL INTERCONNECT CONDUIT T83 TR5 TR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT 480.00' TR3 =N0. 3 1/2 SIZE TR5 --NUa 5 SIZE 7R6=NO. 6 SIZE 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB 12.86' ITEM OF WORK - SEE SCHEDULE 380 3-7-6 372 368 364 360 356 352 348 344 340 Sao 376 372 368 364 360 356 352 348 344 340 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.44' 20.02' 90'04'14 C2 20.00' 33.47' 22.16' 9552922" C3 520.00' 28.29' 14.15' 3007'01" C4 480.00' 26.11' 1106' 3*07'01" C5 520 -00' 102.68' 51.51' 11'18'50" C6 480.00' 94.78' 47.55' 11'18'50" C7 35.00' 12.86' 6.50" 21102'43" C8 84.00' 150.42' 104.85' 102'36'05' C9 35.00' 13.70' 6.94' 227535" CIO 35.00' 34.38 18.72' 56'16153" C11 35.00' 13.70' 6.94' 22725'36" C12 84.00' 197.70' 202.06' 134'51'11" C13 35.00' 54.98' 35.00' 90'00'OQ" - - d STORM DRAIN LINE 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEVER AND STORM DRAIN PLANS, CATCH BASIN ----- • g SANITARY SEWER LINE SEE SEWER AND STORK DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN PLANS, SEVER C LEANOUT CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY 11/3' WINGS PER O.O.B. SM. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT 12" STANDARD WIDE CROSS Gt1TiER PER C.O.B. STD. ST -35. ot a o -mom amemot PHASE BOUNDARY ■ ■ ■ ■ ��� ■ ■ TRACT BOUNDARY -- - PROPOSED EDGE CR PAVEMENT SECTION DESIGNATION CMON LETTER SECTION LINE 1 T SECTION IS LOCATED Sao 376 372 368 364 360 356 352 348 344 340 380 376 372 368 364 360 356 352 348 344 340 11+00 12 +00 13 +00 (STA. 10 +28.84 TO 13 +47.95) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 380 376 372 368 364 360 356 352 348 344 340 %�ry 11+00 12 +00 13+00 (STA. 10 +74.23 TO 13 +02.56) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: NOTES., �1 CONSTRUCT TYPE '8' CURB & GU iER PER C.O.B. STD. ST -1. 1. SEE SEWER MIQ STORM ORJUN PLANS FOR SENOR AND DRAIN PLANS AND DETAILS. CONSTRUCT 4.51 COMBINATION SIDEWALK PER C.0.8. STD. ST -3. 2 LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE '8* A.C. OVER 0.40' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO 8E COMPACTED TO 95Z RELATIVE DENSITY CONSTRUCT HANDICAP RAMP PER CALiRMIS 2002 REVISED DUAL PER C.O.B. SM. ST-9. UNIT STANDARD PLAN R.S.P. A88A -CASE A 3, ALL CATCH BASINS TO BE TYPE 'q" y1M 15' OPENINGS PER C.O.B. STD. D -149 Z PAINT W LIMIT LINE USING THERMOPLASTIC PINT PER CALTRANS UNLESS NOTED OTHERMMISE. STANDARD SPECIFICATION 8010- 21C -19. O CONSTRUCT 12' MBE CROSS GUTTER PER C.O.B. STD. ST -35. COMPACT SUBGRAQE TO 9576 OF MAX TO 12' BEYOND GUTTER UP TO A DEPTH OF 12a . <6-) �� ACW-31(CA) F ADJA�EN�T PHASE IS MARKER SIMULTANEOUSLY � REMOVE AND SALVAGE SIGN YN1H C4NSlR1CT10N OF ADJACENT PHASE �7 INSTALL EIS -OF- STREET STANDARD TYPE 81 BARRICADE PER CAI-TRANS A73C SEE DETAIL ON SHL 7 O$ CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. SCALE.- 1"=50' 25 o so 100 50 12.5 ld�3 380 376 372 368 364 360 356 352 348 344 340 P H WATERFALL LN. SEE 2 IIII SHIT", 1II STA. 13 +02.56 C.L. 20.0 STA. 8+75.30 F.L. 15 qDR'vEwA TA. 8 +78 s + J& 4 , PRC STA. 13 +15.91 C.L. 22.65 STA. 8 +89.00 F.L. 11 A• ��.44 .► 1 12a Z `PROPOSED 15 STORM DRAIN EASEMENT PER = FINAL MAP � U 604 376 372 368 364 ct LITTLE BROOK ST. SEE RIGHT I I IQ t COP r -.4 � cr- Y W w __� Pr I rr-` 1 27 ' 1 � t �• 1 1 9 DRIVEWAY �1 � Q � 1 �J QUIET CREEK WAY (STA. 10 +00.00 TO 13 +51.02) SCAT F� 1" - 50' HORI7(INTAI 21 MATCH urn STA. 14+16.56 F.L NORTH STA. 14 +09.11 F.L. SOUTH S., .06 380 376 372 368 364 9+00 10+00 a •- - (STA. 8+75.30 TO 14+09.11) ° c SCALE: 1" = 10' VERTICAL FL FLOWLINE POVC 3 CL CENTERLINE BVC i ELEV ELEVATION EVC END VERTICAL CURVE BCR Y� POINT OF INTERSECTION ECR ENO CURB RETURN PRC i BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC 9 "R2 -1` - SPEED LIMIT 20 Ui TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE FC FINISH CONCRETE, IN V INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETEO JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 cs EXISTING SURVEY MONUMENT 1 CARVE NUMBER FOR CURVE DESCRIPTION ALONG CURB FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. TAPER NUMBER FOR TAPER DESCRIPTICIPI ALONG CURB FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -cam-- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. - 3-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 178.80' 151.409 121757'23" C11 35.00' 13.70' 6.94' 2212535" C12 35.00: 47.10' 27.89' 7706'12" pp# S- 0.244X F ;g ul Oil -4- qqc b• i _7_ W. 'd t c i I.- ' f co jop 4% H f khlli + p E j EXISTI G GROU f 380 376 372 368 364 9+00 10+00 11+00 LEGEND. (STA. 8+75.30 TO 14+09.11) SCALE: 1" = 50' ABBREVIATIONS SCALE: 1" = 10' VERTICAL FL FLOWLINE POVC POINT CSI VERTICAL CARVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RETURN PI POINT OF INTERSECTION ECR ENO CURB RETURN PRC POINT OF REVERSE CURVATURE BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE PI VC POINT OF INTERSECTION TC TOP OF CURB "R2 -1` - SPEED LIMIT 20 OF VERTICAL CURVE TP TOP OF PAVEMENT SDM H STORM DRAIN MANHOLE FC FINISH CONCRETE, IN V INVERT RCP REINFORCED CONCRETE PIPE G.B. GRADE BREAK RGJ RUBBER GASKETEO JOINT Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -11 CB EXISTING SURVEY MONUMENT 1 CARVE NUMBER FOR CURVE DESCRIPTION ALONG CURB FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. TAPER NUMBER FOR TAPER DESCRIPTICIPI ALONG CURB FURNISH do INSTALL METRO STREET SIGN PER C.O.B. STD. T -1. -cam-- FURNISH & INSTALL STREET UGHT -5800 LUMEN PER C.O.B. STD. ST -14. - 3-- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. 11+00 12+00 13+00 (STA. 8+75.30 TO 14+09.11) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL C1 35.00' FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -19: "R1 -1" - STOP "W1 -7" DOUBLE ARROW "R6 -1" - ONE WAY "W1 -6" - SWLE ARROW "115 -1 ". - DO NOT ENTER "Wt -1" - CURVE ARROW "R26(CA)" - NO PARKING "W3 -3" - SIGNAL AHEAD 'R3 -5R" - RIGHT TURN ONLY "W3-1' - STOP AHEAD "R4-7" - KEEP RIGHT "S5 -2" - END SCHOOL ZONE "R81 (CA)" - BIKE LANE "S4-2" - WHEN CHILDREN ARE PRESENT °W31(CA)" - END "S4-3" - SCHOOL "W14 -1" - DEAD END "R2 -1` - SPEED LIMIT 20 "Wi 4-2" - NO OUTLET 9.99' 36'49'32" FURNISH do INSTALL TRAFFIC SIGNAL CONDUIT Ts 179.19' FURNISH & INSTALL IRRIGATION CONDUIT IR C7 FURNISH & INSTALL IN moONNECT CONDUIT Ic 123 7B5 T �-- FURNISH & INSTALL SPLICE BOAC FOR INTERCONNECT CB TR3 =NO. 3 1/2 SIZE TR5 =NO. 5 SIZE TR6=NO. 6 SIZE 1 CARVE NUMBER FOR CURVE DESCRIPTION ALONG CURB 1 TAPER NUMBER FOR TAPER DESCRIPTICIPI ALONG CURB 35.00' ITEM OF WORK - SEE SCHEDULE Tv X4+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 35.00' 13.70' 6.94' 227636" C2 84.00' 197.70' 202.06' 134051'11" C3 35.00' 13.70' 6.94' 22'25'35" C4 35.00' 54.98' 35.00' 9000'00" C5 30.00' 19.28' 9.99' 36'49'32" C6 42.00' 179.19' 66.63' 24477'10" C7 30.00' 61.59' 49.56' 117`37'39" CB 20.00' 31.42' 20.00' 90'00'00" C9 35.00' 13.70' 6.94' 2272535" C10 84.00' 178.80' 151.409 121757'23" C11 35.00' 13.70' 6.94' 2212535" C12 35.00: 47.10' 27.89' 7706'12" IDENTICAL POINT - - a STORM DRAIN LINE 0 SEE SEINER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE SEE SEWER AND STORK DRAIN PLANS, CATCH BASIN - • g SANITARY SEWER LINE 0 SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE 0 SEE SEWER AND STORM DRAIN FLANS, SEWER C LEANOUT -1A N CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W /3' WING .-' PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) CONSTRUCT 12" STANDARD WIDE CROSS GUTTER PER C.O.B. STD. ST -35. I w■ PHASE BOUNDARY ■ ■� ■ ■��■ ■� TRACT BOUNDARY - -- - PROPOSED EDGE OF PAVEMENT SECTION DESIGNS : C11ON LETTER A SECTION LINE SECTION IS LOCATED ROARING RIVER AVE. SEE SHEET 5 � r 1 gAli� ads P r-i PA. 0 Qo r 1 <11 I I STA. 12 +60.00 C.L. QUIET CREEK WAY LITTLE BROOK STREET 380 376 372 368 364 360 356 352 348 344 340 (STA. 10 +00.00 TO 12 +06.54) SCALE: 1" = 50' HORIZONTAL • ,r i� U i I � � m Zw I OD 1 I. QUIET CREEL WY. SEE DEFT LITTLE BROOK STREET 380 376 372 368 364 360 356 352 348 344 340 (STA. 10 +00.00 TO 12 +06.54) SCALE: 1" = 50' HORIZONTAL 380 376 372 368 364 360 356 352 348 344 340 11 +00 12+00 (STA. 10 +43.77 TO 11 +88.62) SCALE: 1" = 50' HORIZONTAL W SCALE: 1" = 10' VERTICAL w wl • ,r dk co Wool Tw CD a: •c . . -. f EXISTf G C ROU Go + Apok S W -1c n =--0 cry , EXIS NG ND - .31 % F 7 F e 4 } ; PRC)PO D EAST I WIJNE EL TO m./ M N - pp# S- 0.244X F ;g ul Oil -4- i _7_ f p E 380 376 372 368 364 360 356 352 348 344 340 11 +00 12+00 (STA. 10 +43.77 TO 11 +88.62) SCALE: 1" = 50' HORIZONTAL W SCALE: 1" = 10' VERTICAL w wl 11 +00 12 +00 (STA. 10 +89.17 TO 12 +20.04) SCALE: 10 = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: O1 CONSTRUCT TYPE 08' CURB & GUTTER PER C.O.B. STD. ST -t. �2 CONSTRUCT 4.5' flON81NAilqN SIDEWALK PER C.O.B. STD. ST-3. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A Q PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. O CONSTRUCT 12' WIDE CRASS GUTTER PER C.O.B. STD. ST -35. COMPACT SUBGRADE TO 95X OF MAX TO 12' BEYOND GUTTER UP TO A DEPTH OF 120. D INSTALL IF 1 � �� AT PHASE TRACT ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CaNSRUCTION OF ADJACENT PHASE O INSTALL END-OF-STREET STANDARD TYPE 111 BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 O$ CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 380 37-6- 372 368 364 360 356 352 348 344 340 380 376 372 368 364 360 356 352 348 344 340 I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS T4 BE TYPE "A" WITH 15' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SCALE: 1 " =50' 25 o so ,00 50 12.5 ' Tw cn � Go + Apok S fi cry , EXIS NG ND - elf M N - pp# F ;g -4- f 11 +00 12 +00 (STA. 10 +89.17 TO 12 +20.04) SCALE: 10 = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL CONSTRUCTION NOTES: O1 CONSTRUCT TYPE 08' CURB & GUTTER PER C.O.B. STD. ST -t. �2 CONSTRUCT 4.5' flON81NAilqN SIDEWALK PER C.O.B. STD. ST-3. 4 CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.P. A88A -CASE A Q PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010- 21C -19. O CONSTRUCT 12' WIDE CRASS GUTTER PER C.O.B. STD. ST -35. COMPACT SUBGRADE TO 95X OF MAX TO 12' BEYOND GUTTER UP TO A DEPTH OF 120. D INSTALL IF 1 � �� AT PHASE TRACT ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY REMOVE AND SALVAGE SIGN WITH CaNSRUCTION OF ADJACENT PHASE O INSTALL END-OF-STREET STANDARD TYPE 111 BARRICADE PER CALTRANS A73C SEE DETAIL ON SHT. 7 O$ CONSTRUCT 5.5 COMBINATION SIDEWALK PER C.O.B. STD. ST -3. NOTES: 380 37-6- 372 368 364 360 356 352 348 344 340 380 376 372 368 364 360 356 352 348 344 340 I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 0.40' AGGREGATE BASE OVER 1.0' COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. 3. ALL CATCH BASINS T4 BE TYPE "A" WITH 15' OPENINGS PER C.O.B. STD. D -14, UNLESS NOTED OTHERWISE. SCALE: 1 " =50' 25 o so ,00 50 12.5 ' _"NEWS omm .�' S doop co - '"'► 0 . • + 4 + 5 . cs >>x s f2l _ ._ s. � r.2 a lA. Fn r PRC 7 STA. 10 +75.82 C.L. STA. 10 +89.17 C.L' £O,IIQRT. _ � STA. 8+83.05 F.L '� - ...� 8 / t LITTLE BROOK ST. SEE SHEET 4 ROARING RIVER AVENUE 380 376 372 368 364 360 356 352 348 344 340 I.-I y S (t t 1 1 r 1 , r C7 # ir jr V / .09' Q 5 � f MN i t (STA. 10 +00.00 TO 12 +72.60) SCALE: 1" = 50' HORIZONTAL 9+00 380 376 372 368 364 360 356 352 348 344 340 10+00 » 12+00 (STA. 8 +83.05 TO 12 +41.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL �. WOW VERT. CURVE LENGTH VERT. CURVE i �.. CD 8 � a- cc •- to C2 4V C%i �..,....._..._...- mama»,. tta Or m4 • . ............ ; t .- o.a- �-.. -. +mama _ _ _ _ _ _ «.. ....,.....- .� -�.. ....,..........o • • to • i 5 • • T i ## -i ■' 7 .. 4' 3 �� �.�....._..._.._,. - .,.-.. - - - ; � .,.._,. #� _mama,., � ,......_ ........... .... ...wad C6 9 , 9.55' • C7 W z ari 15.33' 7415647" _ F - to � 5 - x + f �. F cant � m :n a- U) .- ............... -_ ». .�" ................ .._ ESTI G tQU i -,,. ..�,.w mama..-- .._...r...............- F_� �.......� ..... w ...-. 1 - Y �- _ .-- ......,...... - t E ..e......w.., w.w.,.,.«.�.......,.... � i ., Z .....,._.,.�.,..� -J Y+.^' C4y ,... �. w., f} #...._........._..�......�...,. _._ r. ..r_..e... +,ae.�.M'�ra...�n -r.. a «,.....__..�.w. . 'R1 -1 - STOP 7 �.r .+..�w.�.+.o.�.+a.._... i cc tn �_ i mn 7 � .... ..,.,mama«- _.��....- ..dwr ..„..a,_.,m ......area . .�....,.�..,.....r..�. • eft 1% wow. -r.. %4- .._._.....>..�..... •.-..+.» x- a.�..- .- .._....�..._........... *mow -�._.w s w+r._.w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 6.40' AGGREGATE • . . BASE OVER 1 a' COMPACTED Q G TO BE COMPACTED TO 95� RELATIVE DENSITY CL CENTERLINE BVC EIEC�N VERTICAL CURVE -1' - DO NOT ENTER -1" -CURVE ARROW ? .'^'•..-.�,_ - _•-•._ � - - - _ .^.... �..+.. a...- w... w,.......«- ...,w��......_.. R -.-a ,�.....�....» � _mama.._.,_ OSED ORTH FL � ...............�_........... WLlNE s _.- ...a..+........._ ELEV �.e...w..r....e....._�,. 'R26 CA ' - NO PARKING ( )" - .__... - f Y t UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.Q.B. STD. D -14, BCR BEGIN CURB RETURN PI POINT OF IN IERSECTION R3-5R - RIGHT TURN ONLY W3 -1 - STOP AHEAD 4 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE. ECR END CURB RETURN PRC POINT CR SSE CURVATURE 'R4-7' - KEEP RIGHT '55 -2' - END SCHOOL ZONE Q SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE STANDARD SPECIFICATION 8010-21C -19. U BEGIN CURVE PCC POINT CR COMPOUND CURVATURE "R81(CA)' - BIKE LANE 'W31(CA)" '54 -2' - WHEN CHILDREN ARE PRESENT 'S4 0 SEE SEWER AND STORM DRAIN PLANS, SEWER {�EANQUT � CONSTRUCT 12' WIDE CROSS GUI IER PER C.Q.B. STD. ST -35. COMPACT SUBGRADE PIVC _ - END F t OF VERTICAL CURVE TP TOP OF PAVEMENT r S=0.51% - CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY �I /3 WN+IGS _7 __4 .19X SDI�H -- -;MIA soft s = -O.2 PER C.Q.B. STD. ST 4. (UNLESS OTHERWISE NOTED) s= OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY �._. .,,.F. .................,....,.. mama- ..k- _.........,......_...� I7! _ . x mama. _..... E ..._.. ,.�.,......,...�...,...�...,... $- °• to, REMOVE AND SALVAGE SIGN WITH C ONSRUCTION OF ADJACENT PHASE G.B. 2 �• ..,. r._-._,.- � .............. .......i............_....._.... -n. ,,._- .....w.._.. ..h.. N • • a... -�.. t ..w�.w.e... _ _ � mama.. PqOPAISED ..._....�...... mama SOUTH OWUNE - .tiw.- .M ^ " ^w� -°'^"" EXISTING FL NE 9+00 380 376 372 368 364 360 356 352 348 344 340 10+00 » 12+00 (STA. 8 +83.05 TO 12 +41.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 10' VERTICAL 380 376 372 368 364 360 356 352 348 344 340 380 376 372 368 364 360 356 352 348 344 340 I I II I i rT1 I , I .'" EX. 8" SEWER .0 - -+ne -- s DUN Wa 8" SEINER SAW CUT SEWER - p - - D �' . r , �' _ s +( & EX. 180 DRAIN SAW CUT 3 S 2474 30 E 701.28 C7 � _ - am 3 SAW CUT �" - � .- ---•- " SAW CUT o � "ENO G 1 2 Al EX. 18 D r. �, i� 2 no In ac cr mow 0 C31 a ci -4 -i `/• /�j s ` 6 N •r- �► r-' - 25 CS LL: wow r rn � �. t •, cM o co u o o a) ao 26 ++ _ I I 21 r r _ a _ r r MITE RAPIDS WY. ROARING RIVER AVE. H A SEE SHEET 3 SEE LEFT 380 376 372 368 364 360 356 352 348 344 340 (STA. 10 +00.00 TO 12 +72.60) SCALE: 1" = 54' HORIZONTAL >!- 2,.....,........ �. WOW VERT. CURVE LENGTH .....,.«.,- ,mama,.. i �.. 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SEE SEINER AND STORM DRAIN PLANS, STORM DRAM MANHOLE - r..w t � � � co �_ i mn 7 � .... ..,.,mama«- _.��....- ..dwr ..„..a,_.,m ......area . .�....,.�..,.....r..�. • eft 1% wow. -r.. %4- .._._.....>..�..... •.-..+.» x- a.�..- .- .._....�..._........... *mow -�._.w s w+r._.w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 6.40' AGGREGATE • . . BASE OVER 1 a' COMPACTED Q G TO BE COMPACTED TO 95� RELATIVE DENSITY CL CENTERLINE BVC EIEC�N VERTICAL CURVE -1' - DO NOT ENTER -1" -CURVE ARROW 3 CONSTRUCT HANDICAP RAMP PER CAL.TRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. ELEV ELEVATION EVC END VERTICAL CURVE 'R26 CA ' - NO PARKING ( )" 'W3 -3' - SIGNAL AHEAD - - S SANITARY SEWER LINE UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.Q.B. STD. D -14, BCR BEGIN CURB RETURN PI POINT OF IN IERSECTION R3-5R - RIGHT TURN ONLY W3 -1 - STOP AHEAD 4 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE. ECR END CURB RETURN PRC POINT CR SSE CURVATURE 'R4-7' - KEEP RIGHT '55 -2' - END SCHOOL ZONE Q SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE STANDARD SPECIFICATION 8010-21C -19. U BEGIN CURVE PCC POINT CR COMPOUND CURVATURE "R81(CA)' - BIKE LANE 'W31(CA)" '54 -2' - WHEN CHILDREN ARE PRESENT 'S4 0 SEE SEWER AND STORM DRAIN PLANS, SEWER {�EANQUT � CONSTRUCT 12' WIDE CROSS GUI IER PER C.Q.B. STD. ST -35. COMPACT SUBGRADE PIVC POINT OF INTERSECTION TC TOP OF CURB - END -3' - SCHOOL Of OF VERTICAL CURVE TP TOP OF PAVEMENT r S=0.51% - CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY �I /3 WN+IGS � = -037 s =- .19X SDI�H -- -a.17� s = -O.2 PER C.Q.B. STD. ST 4. (UNLESS OTHERWISE NOTED) s= OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY �._. .,,.F. .................,....,.. mama- ..k- _.........,......_...� I7! _ . x mama. _..... E ..._.. ,.�.,......,...�...,...�...,... $- °• to, REMOVE AND SALVAGE SIGN WITH C ONSRUCTION OF ADJACENT PHASE G.B. 2 �• ..,. r._-._,.- � .............. .......i............_....._.... -n. ,,._- .....w.._.. ..h.. N • • a... -�.. t ..w�.w.e... _ _ � mama.. PqOPAISED ..._....�...... mama SOUTH OWUNE - .tiw.- .M ^ " ^w� -°'^"" EXISTING FL NE 5 -0.46 - - 'w'.°°'."°.'^ r- • --�- -. .----...- ..-- ..�._....._...._._.�.:_..�" E '"'"'. _ ._.._._w... `._mama- °�..`.�."..._"."_'_..�" OPOSED `�...�.�.. ad.a.,..,....•._•�. Go �-- --- ---- -� i � ➢ 3 i 4 q a - FURNISH & INSTALL INTERCONNECT CONDUIT N' • • CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. ..rr.�.».,........_� ..... �..._.. �. �w�� ...�e.............�.._...w_.. �.�.u. �..�..._�__.....�,....., T �5 ��' .....re..__...._._�.._.. .. �. �.. uw� _...�.,..�.��...��.........�. - .._.._.... �_.... ,....._..e._._._�._........,... �. �; � .._...�._.�.a.._._...�....�..,� . T.... �. .�r.M........�..__.....a...._.� - �._.. .�.�_.. �. �..,.._. � ....�._,..,..._._......�....�.. - z -�--i( ;. -�..- .,mama � ,....._.._..,�.. - H....,�......�.._.._.., �._.. �..._..., w. �. �. �, �.,.,....._ �....- ...,_,..�.. i - ....a..._- ....�.,�:.�w.�. S._. �,,.......,-.--..-_..... ,.s,- ._,.,.....,..,......,...,_ TR3=NQ. 3 1/2 SIZE TRS =NQ. 5 SIZE TR6 =NO. 6 SIZE - -- - PRC)PaSED EDGE OF PAVEMENT _j • � i sal�.- • � FURNISH � INSTALL METRO STREET SIGN PER C.Q.B. STD. T -1. y � 4� � � � � j F� A ,.....,� 7� � ''�� --- - _ .,,._ a...,, �...... �.......__ ..................> _..._...._.....m...,...,. -...,� F _ �-- •--- .-- ----�- - -- - {(j ;I` �(- - ..saw _,....__.._..,,.�.... -.� 3 .1 _ ..�.... _ .�.�.....,...,. _._mama £ -- ._ -..•. _ _ _ _ ^.-^-.+ �.. �, �.,.,-..»...,,... R......,..__.._..., _mama... � -- -- - - -- - -- •...---•-... ...........«,...,.,...�......-- 1..,_.,.._.... _...,.,.�._.,.�.�...._.....,.,. - �. � ......_._....,.....a..�.._,.._. � ,..�....a......�....�.�,..�..,. .� ; - ... <NW � Cp .,... ,�. • a � .�... ..�....,_ ....�..,.�.....__._,_...�. R .............., ._...»._,».„,.,,.. ......,......._......_.,..,. _ _ ...,._.._.- t .�..w.._,�. , ........�,.._,......._.,....... .....,..�..,.,..�.....a.,,.. ..._.....- ..._......4..., -d-•� �...._.w�.. - - �,.�._..,.... t ... .e..........,....sm.,_,.,....,. - u.....«. .....w....._.{....�..�,..._..r, �.�......._.__ .�., a.,....... .....,...�..._._.....,..o.._. r � # _,........_.._.,._., .,...,....... .�,.,.....,r.. ,.».._.._.�. F ......,....._,..,._.,..m..... _._...�.......- A 380 376 372 368 364 360 356 352 348 344 340 380 376 372 368 364 360 356 352 348 344 340 I I II I i rT1 I , I .'" EX. 8" SEWER .0 - -+ne -- s DUN Wa 8" SEINER SAW CUT SEWER - p - - D �' . r , �' _ s +( & EX. 180 DRAIN SAW CUT 3 S 2474 30 E 701.28 C7 � _ - am 3 SAW CUT �" - � .- ---•- " SAW CUT o � "ENO G 1 2 Al EX. 18 D r. �, i� 2 no In ac cr mow 0 C31 a ci -4 -i `/• /�j s ` 6 N •r- �► r-' - 25 CS LL: wow r rn � �. t •, cM o co u o o a) ao 26 ++ _ I I 21 r r _ a _ r r MITE RAPIDS WY. ROARING RIVER AVE. H A SEE SHEET 3 SEE LEFT 380 376 372 368 364 360 356 352 348 344 340 (STA. 10 +00.00 TO 12 +72.60) SCALE: 1" = 54' HORIZONTAL >!- 2,.....,........ _.. 4 ,r „_�......�,......:�w... - - - ..�... LENGTH .....,.«.,- ,mama,.. i �.. Cl ... �... .............�___.. # .,...... - - - # ... ._mama., ». .._....... C2 r..,.- �..,....._..._...- mama»,. -... .... d.....,,...... T.. ...,.- .._.«,.w_.....,,- .. ,- -..-.� «.......... i • _mama_.- �...... ti.._,.._..__ F • .,�- .-- .- .....«......«- ....,�.- mama... �- mama.. - •....y,,.- .-- •• --..� _......_...._.- .,- .....- .- e.....,.�....a. -..,. C4 35.00' 47.10' 27.893 770M'120 C5 480.00' 17.62' 8.81' 2006'12" C6 520.00' 19.09' 9.55' 2406'12" C7 20.00' 26.16' 15.33' 7415647" w _ F - 36.65' 26.07' 1050'17" ..,..-_..._......,. ....- .---- f .- ............... -_ ». ................ LEGEND: R1 -1 �.......� _., ......... -_. CONSTRUCTION N ..�.- ..a...... � - mama„ -.,._ • _ .-- ......,...... - _ E ..e......w.., w.w.,.,.«.�.......,.... � i ., Z .....,._.,.�.,..� -J Y+.^' � ,... �. w., f} #...._........._..�......�...,. _._ r. ..r_..e... +,ae.�.M'�ra...�n -r.. a «,.....__..�.w. . 'R1 -1 - STOP • �.r .+..�w.�.+.o.�.+a.._... SEE SEINER AND STORM DRAIN PLANS, STORM DRAM MANHOLE - r..w t � � � co �_ i mn 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. � .... ..,.,mama«- _.��....- ..dwr ..„..a,_.,m ......area . .�....,.�..,.....r..�. • eft 1% wow. -r.. %4- .._._.....>..�..... •.-..+.» x- a.�..- .- .._....�..._........... *mow -�._.w s w+r._.w CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 6.40' AGGREGATE • . . BASE OVER 1 a' COMPACTED Q G TO BE COMPACTED TO 95� RELATIVE DENSITY CL CENTERLINE BVC EIEC�N VERTICAL CURVE -1' - DO NOT ENTER -1" -CURVE ARROW 3 CONSTRUCT HANDICAP RAMP PER CAL.TRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. ELEV ELEVATION EVC END VERTICAL CURVE 'R26 CA ' - NO PARKING ( )" 'W3 -3' - SIGNAL AHEAD - - S SANITARY SEWER LINE UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.Q.B. STD. D -14, BCR BEGIN CURB RETURN PI POINT OF IN IERSECTION R3-5R - RIGHT TURN ONLY W3 -1 - STOP AHEAD 4 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE. ECR END CURB RETURN PRC POINT CR SSE CURVATURE 'R4-7' - KEEP RIGHT '55 -2' - END SCHOOL ZONE Q SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE STANDARD SPECIFICATION 8010-21C -19. BC BEGIN CURVE PCC POINT CR COMPOUND CURVATURE "R81(CA)' - BIKE LANE 'W31(CA)" '54 -2' - WHEN CHILDREN ARE PRESENT 'S4 0 SEE SEWER AND STORM DRAIN PLANS, SEWER {�EANQUT � CONSTRUCT 12' WIDE CROSS GUI IER PER C.Q.B. STD. ST -35. COMPACT SUBGRADE PIVC POINT OF INTERSECTION TC TOP OF CURB - END -3' - SCHOOL TO 95X OF MAX. TO 12" BEYOND CRITTER UP TO A DEPTH CR W. OF VERTICAL CURVE TP TOP OF PAVEMENT "W14 -1" -DEAD END - CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY �I /3 WN+IGS � = -037 s =- .19X SDI�H s -a.17� s = -O.2 PER C.Q.B. STD. ST 4. (UNLESS OTHERWISE NOTED) s= OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY _ . x ' S=O.S S =O.7 $- °• REMOVE AND SALVAGE SIGN WITH C ONSRUCTION OF ADJACENT PHASE G.B. GRADE BEAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT It STANDARD WIDE CROSS GUTTER /� _ SCALE: 150' EXISTING FL NE PR EA TINC: T FLOWU E INSTALL END -CF- STREET STANDARD TYPE Ili BARRICADE PER CALTRANS A73C _ � OPOSED IR FURNISH & INSTALL IRRIGATION CONDUIT ■■ PHASE BOUNDARY SEE DETAIL ON SHT. 7 s � FURNISH & INSTALL INTERCONNECT CONDUIT .w.�.�.... -- _. �.,. ��..... �.. �.,. _..�.�.�..._..�....�,.w._.�._�. CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. ..rr.�.».,........_� ..... �..._.. �. �w�� ...�e.............�.._...w_.. �.�.u. �..�..._�__.....�,....., T �5 ��' .....re..__...._._�.._.. .. �. �.. uw� _...�.,..�.��...��.........�. - .._.._.... �_.... ,....._..e._._._�._........,... �. �; � .._...�._.�.a.._._...�....�..,� . 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R......,..__.._..., _mama... � -- -- - - -- - -- •...---•-... ...........«,...,.,...�......-- 1..,_.,.._.... _...,.,.�._.,.�.�...._.....,.,. - �. � ......_._....,.....a..�.._,.._. � ,..�....a......�....�.�,..�..,. .� ; - ... <NW � Cp .,... ,�. • a � .�... ..�....,_ ....�..,.�.....__._,_...�. R .............., ._...»._,».„,.,,.. ......,......._......_.,..,. ._.,.- mama- ,........_. .,.,_...e.........� .rm.,.a.._ ..�..M.._.....__..a 3 ,..... .......,�...�.�w..,.i�....,._.. _,.- .._.., _ _ ...,._.._.- t .�..w.._,�. , ........�,.._,......._.,....... .....,..�..,.,..�.....a.,,.. ..._.....- ..._......4..., -d-•� �...._.w�.. - - �,.�._..,.... t ... .e..........,....sm.,_,.,....,. - u.....«. .....w....._.{....�..�,..._..r, �.�......._.__ .�., a.,....... .....,...�..._._.....,..o.._. r � # _,........_.._.,._., .,...,....... .�,.,.....,r.. ,.».._.._.�. F ......,....._,..,._.,..m..... _._...�.......- A SECTION LINE � -mil FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. s ( mama -. _ 1 _. - -- -. - .. _.i _.. �....._ mama.._ � . .. ... ... ...... 9____ ,._.._...,........_..,, I -. __... __._..._ ,.._.___ - .....,... -.____ -._____.._ �.....__�.......,.., �__. �_.._ ��_ �._ L____ � .�- __��._._.�_..4_.,v.._.�.._.. � _ _•^' ^._.e.. .. ...._w......... -__. Y..�_.._.�. __..._..,_..._- mama... _ ., ..__ ■ - ...._......,. ---w- ..�.. ,.,,.....r....._- �...�_...�.. --..___.. �,..,._. _...... w.+.. �-.- L..... +_..........- .,.,_+.�.,....r, -- _ 5......._......_ r....__..._..._.._ e.._.._. �. �___....._,..._ a .�_..�..._t__,...�.....____.... -- .,....+..�.. _ _ _ _...,._�. E ..........,....,..d. i__ �._.._ �_...._. �._._... w.____._._...._._..._... s_ �3. .........._..,..........,, v �__-___.__..._....__._ �._. _�- ._..�.�...__..�______._�_.v. ».....,..... d....,._....,...... __._•_- _�.v...__._._....�. �. ..4_..............�._.�........ __.�_......_.... 5 ..,..•.�........,......_� _ -.'"_--___`_ _f__._..__�._,._._�.___- "__L__. ,� _____--- _'__..�__^ 11+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 13.70' 6.94' 2275'35" C2 84.00' 178.80' 151.40' 121'57'23" C3 35.00' 13.70 6.94' 22'25'35" C4 35.00' 47.10' 27.893 770M'120 C5 480.00' 17.62' 8.81' 2006'12" C6 520.00' 19.09' 9.55' 2406'12" C7 20.00' 26.16' 15.33' 7415647" C8 20.00' 36.65' 26.07' 1050'17" R/W I� I i CoMORw►TImm suc aurffi & GUTTER 0% 0.21' XQ PAVING -J 0,W AM ld COMPACTED O.G. T( 95X RELATIVE DENSITY z a E i� 12 +00 13 +00 14 +00 (STA. 10 +64.00 TO 17 +49.02) SCALE: 1° = 50' HORIZONTAL SCALE: l's = 10" VERTICAL R/W I i R/'W � i e � 2V 1 } I �I i U 15 +00 16 +00 17 +00 }'jJOV >376 0372 =368 cc X364 360 Q i H C3 . t� o � ti1 I 2 356 35z aas 344 340 0.20 A.G PAVNGJ PROPOSED Q40' AOG* BASE EXS1MG PAVEMENT CROSS GUTtER 1.0' GOW'ACiED O.G. 957E RELA7IUE DENSITY t*oC ELKHORN CREEK CRASS GUTTER SEC11ON K, 5 SCALE: � ' =10' HORIZONTAL 1 =5' VERTICAL 10+00 1 12+00 rA LOCAL STREET SECTION (STA. 10+43.84 TO 12+21-30) t._ , 5 SCALE. 1 1 D HORIZONTAL . - SCALE. 1 - 5C HORIZONTAL 1 =5 VERTICAL SCALE: 1" = 10' VERTICAL LEGEND: R1 -1 -- a STORK DRAIN LINE CONSTRUCTION N NOTES. . � FURNISH dt INSTALL TRAFFIC SIGNS PER C.Q.B. STD. T -19: 'B' ABBREVIATIONS 'R1 -1 - STOP 'W1 -7' - DOUBLE ARROW SEE SEINER AND STORM DRAIN PLANS, STORM DRAM MANHOLE 1 CONSTRUCT TYPE CURB & {BUTTER PER C.Q.B. STD. ST -1. 1. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. FL FLOWLINE POVC POINT ON VERTICAL. CURVE 'R6 -1' - ONE WAY 'R5 "W1-6' - SINGLE ARROW 'W1 � SEE SEINER AND STORM DRAIN PLANS CATCH BASIN � CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.Q.B. STD. ST -3. 2. LOCAL STREETS - PAVEMENT TO BE 0.21' TYPE "B" A.C. OVER 6.40' AGGREGATE • . . BASE OVER 1 a' COMPACTED Q G TO BE COMPACTED TO 95� RELATIVE DENSITY CL CENTERLINE BVC EIEC�N VERTICAL CURVE -1' - DO NOT ENTER -1" -CURVE ARROW 3 CONSTRUCT HANDICAP RAMP PER CAL.TRANS 2002 REVISED DUAL PER C.O.B. STD. ST -9. ELEV ELEVATION EVC END VERTICAL CURVE 'R26 CA ' - NO PARKING ( )" 'W3 -3' - SIGNAL AHEAD - - S SANITARY SEWER LINE UNIT STANDARD PLAN R.S.P. A88A -CASE A. 3. ALL CATCH BASINS TO BE TYPE 'A' WITH 3.5' OPENINGS PER C.Q.B. STD. D -14, BCR BEGIN CURB RETURN PI POINT OF IN IERSECTION R3-5R - RIGHT TURN ONLY W3 -1 - STOP AHEAD 4 PAINT 12' LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS UNLESS NOTED OTHERWISE. ECR END CURB RETURN PRC POINT CR SSE CURVATURE 'R4-7' - KEEP RIGHT '55 -2' - END SCHOOL ZONE Q SEE SEINER AND STORM DRAIN PLANS, SEWER MANHOLE STANDARD SPECIFICATION 8010-21C -19. BC BEGIN CURVE PCC POINT CR COMPOUND CURVATURE "R81(CA)' - BIKE LANE 'W31(CA)" '54 -2' - WHEN CHILDREN ARE PRESENT 'S4 0 SEE SEWER AND STORM DRAIN PLANS, SEWER {�EANQUT � CONSTRUCT 12' WIDE CROSS GUI IER PER C.Q.B. STD. ST -35. COMPACT SUBGRADE PIVC POINT OF INTERSECTION TC TOP OF CURB - END -3' - SCHOOL TO 95X OF MAX. TO 12" BEYOND CRITTER UP TO A DEPTH CR W. OF VERTICAL CURVE TP TOP OF PAVEMENT "W14 -1" -DEAD END "R2 -1' -SPEED LIMIT 20 CONSTRUCT 18 BOTTOM WIDTH DRIVEWAY �I /3 WN+IGS � INSTALL 31 CA) �V WITH 4M4-3 MARKER AT PHASE BOUNDARY SDI�H STORM DRAIN MANHOLE FC FINISH CONCRETE � _ WI4-Z N0 OUTLET PER C.Q.B. STD. ST 4. (UNLESS OTHERWISE NOTED) OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH C ONSRUCTION OF ADJACENT PHASE G.B. GRADE BEAK RGJ RUBBER GASKETED JOINT TS FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT It STANDARD WIDE CROSS GUTTER /� _ SCALE: 150' PER C.Q.B. STD. ST -35. INSTALL END -CF- STREET STANDARD TYPE Ili BARRICADE PER CALTRANS A73C _ � FURNISH do TD. ST -13. INSTALL SURVEY MONUMENT PER C.Q.B. S IR FURNISH & INSTALL IRRIGATION CONDUIT ■■ PHASE BOUNDARY SEE DETAIL ON SHT. 7 IC FURNISH & INSTALL INTERCONNECT CONDUIT $ CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. SM. ST -3. 25 0 50 100 EXISTING SURVEY MONUMENT T �5 ��' TRACT BOUNDARY e3 FURNISH & INSTALL SPLICE BOX FOR INTI�C�NNECT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T -1. TR3=NQ. 3 1/2 SIZE TRS =NQ. 5 SIZE TR6 =NO. 6 SIZE - -- - PRC)PaSED EDGE OF PAVEMENT 50 12.5 FURNISH � INSTALL METRO STREET SIGN PER C.Q.B. STD. T -1. 1 CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIG[VA,TI: 1 TAPER NUMBER FOR TAPER DE90RIPTIC)N ALONG CURB /-SECTION �� -�- FURNISH & INSTALL STREET UC�-58M -5800 LUMEN PER C.O.B. STD. ST -14. ITEM OF WORK -SEE SCHEDULE A SECTION LINE -mil FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. _ F.ET SECTION IS LOCATED RVER RUN SouLawo s D w ai 144, SDI ........... lo* ONSTRUCT 616 F. -2 �. OF 5.5" SIDEWA 1 5 1 XISTING 5.5 1 zi < SIDEWALK. 7 1 Owl 8 t I ! ; � t � ELKHORN CREEK LN. SEE SHEET 5 0 ,Ile z X RIVER RUN BOULEVARD (STA. 10+00.00 TO 15+47.80) SCALE: 1" = 50' HORIZONTAL 6" BLOCK RETAINING WALL W Z VARIES Ta 11" Jt r Zn C3 4:1 A 2Z MX 'c �A AI yr g4jr COMBINAMON SIDEWALK EXISTING CM & GUTTER 5! 34! r BUSING PAVEMENT D RIVER RUN BLVD., SECTION 6 SCALE., I " =10' HORIZONTAL 1 =5! VERTICAL cr- 0 6-01 I,l -7a3 LEGEND* RI-1 D STORM DRAIN UK CONSTRUCTION N OTE& NOTES. FURNISH & INSTALL TRAFHC SIGNS PER C.O.B. SM. T-19: ABBREVIATIONS "R1 -10 -STOP Wt -7 — DOUBLE ARROW 0 SEE SEWER AND STORM DRAIN PLANS, STORM DRAIN MANHOLE CONSTRUCT TYPE nB'o CURB & GUTTER PER C.O.B. SM. ST-1. I. SEE SEWER AND STORM DRAIN PLANS FOR SEWER AND DRAIN PLANS AND DETAILS. FL CL FLOWLINE POVC POINT ON VERTICAL, CURVE CENTERLINE BVC BEGIN VERTICAL ON-19 — ONE WAY "R5-10 "WI-6" — SINGLE ARROW OWI-10 I SEE SEWER AND STORM DRAIN PLANS, CATCH BASIN CONSTRUCT 4.5' COMBINATION SIDEWALK PER C.O.B. SM. ST-3. 2. LOCAL STREETS — PAVEMENT TO BE 0.21' TYPE 2Bm A.C. OVER 0.40' AGGREGATE BASE OVER 1-0! COMPACTED O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY CURVE — DO NOT ENTER — CURVE ARROW w ELEV ELEVATION EVC END VERTICAL CURVE OR26(CA)* — NO PARKING OW3-30 — SIGNAL AHEAD CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL PER C.O.B. SM. ST-9. BCR BEGIN CURB RETURN Pi POINT OF INTERSECTION "R3 -5R" — RIGHT TURN ONLY "W3-1 a — STOP MEAD s SANITARY SEWER LINE UNIT STANDARD PLAN R.S.P. A88A—CASE A. I ALL CATCH BASINS TO BE TYPE we NTH 15! OPENNGS PER C.O.B. SM. 0-141 ECR END CURB RETURN PRC POINT OF CURVATURE 'R4—r — KEEP FIGHT "S5-2` — END SCHOOL ZONE SEE SEWER AND STORM DRAIN PLANS, SM MMHOLE PAINT 12" LIMT LINE USING THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION 8010-21C-19. UNLESS NOTED OTHERWISE. BC PIVC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE POINT OF INTERSECTION TC TOP OF CURB wR81(CA)r — BIKE LANE OW31(CA)m -END OS4-29 — WHEN CHILDREN ARE PRESENT "S4-3m — SCHOOL SEE SEWER AND STORM DRAIN PLANS, SEWER CLEMOUT \*21 CONSTRUCT 122 WIDE CROSS GUTTER PER C.O.B. SM. ST-35. COMPACT SUBGRADE a OF VERTICAL CURVE OW14-10 mR2—ln TO 95X OF MAX TO 120 BEYOND GUTTER UP TO A DEPTH OF 12 SDMH TP TOP OF PAVEMENT STORM DRAIN MANHOLE FC FINISH CONCRETE — DEAD END OW14—r — NO OUTLET — SPEED LIMIT 20 A N CONSTRUCT 18! BOTTOM WIDTH DRIVEWAY W/31 WINGS 6 INSTALL W-310) SIGN WITH OM14-3 MARKER AT PHASE BOUNDARY PER C.O.B. SM. ST-4. (UNLESS OTHERWISE NOTED) OF TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED SIMULTANEOUSLY INV INVERT RCP REINFORCED CONCRETE PIPE REMOVE AND SALVAGE SIGN WITH CONSRUCTION OF ADJACENT PHASE G.B. GRADE BREAK RGJ RUBBER FETED JOINT rs FURNISH & INSTALL TRAFFIC SIGNAL CONDUIT CONSTRUCT lr STANDARD WIDE CROSS GUTTER PER C.O.B. SM. ST-35. SCALE: 1 "=50' IR FURNISH INSTALL IRRIGATION CONDUIT INSTALL END—OF—STREET STANDARD TYPE III BARRICADE PER CALTRANS A73C FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. SM. ST-11 PHASE EK)UNDARY SEE DETAIL ON SHT. 7 C,o) EXISTING SURVEY MONUMENT Ic FURNISH & INSTALL INTERCONNECT CONDUIT TRACT BOUNDARY /0 \2/ CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST-3. 25 0 50 100 ][13 lR5 lR6 FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT +FURNISH & INSTALL Sittitl SIGN PER C.O.B. SM. T-1. TR3=N0- 3 1/2 SIZE TR5--M. 5 SIZE TR6--N0. 6 SIZE EDGE OF PAVEMENT FURNISH & INSTALL METRO STREET SIGN PER C.O.B. SM. T-1. CURVE NUMBER FOR CURVE DESCRIPTION ALONG CURB SECTION DESIGNATION: 50 12.5 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB LETTER FURNISH & INSTALL STREET UGHT-58M WM04 PER C.O.B. SM. ST-14. ITEM OF WORK — SEE SCHEDULE D-- FURNISH & INSTALL STREET LIGHT-9500 WM04 PER C.O.B. SM. ST-14. SECTION LINE T SECTION IS LOCATED I,l -7a3