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HomeMy WebLinkAbout1.1-7140 Ph 1 - 3STANDARD NOTES GENERAL 1. CONTRACTOR WILL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISION NECESSARY TO COMPLETE INSTALLATION. 2. UNDERGROUND SERVICE ALERT (USA) SHALL BE NOTIFIED AT LEAST 2 WORKING DAYS BEFORE CONSTRUCTION. TELEPHONE 1-800-642-2444. 3. 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. 4. ALL EXISTING IMPROVEMENTS, (CURB,GUTTER, SIDEWALK, CROSS GUTTER, FENCES, ETC.) THAT ARE REMOVED, DAMAGED, UNDERCUT AND/OR THAT DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 5. 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. 6. 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, 7. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD. 8. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: ST -1, ST -3, ST -4, ST -6, ST -7, ST -9, ST -10, ST -14, ST -11, ST -13, ST -15, ST -18, ST -19, D-14, D-16, T-1 9. PAVING FOR RESIDENTIAL AND LOCAL STREETS SHALL BE: TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -09. PAVING FOR BERKSHIRE ROAD SHALL BE: 0,3ar 0-2V TYPE "B" ASPHALT CONCRETE OVER 0.40' AGGREGATE BASE (PER NOTE 17 ON SHEET 2 OF 8) OVER 1.0' O.G.. O.G. TO BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -09. 10. INSTALL STANDARD SURVEY MONUMENT FRAME AND COVER PER CITY OF BAKERSFIELD STD. DWG. ST -13. •O TO BE INSTALLED EXISTING 11. INSTALL TRAFFIC CONTROL SIGNS ��- PACHECO ROAD PROJEC T22 ❑ 23 FAIRVIE ROAD D 20 [-S1 TE�' % r� 24 19 BERKSHIRE 29 28 7o Q 26 McCUTCHEN ROAD X X 25 =HOSKOING o Ewco', 0 35 La - 119 31 33 34 McKEE ROAD GREENFIELD TAF H WY. PUMPI�N�� i_ Ea [CEDNTER a 3 1 6 1 CURNOW a12 I V) zLi 8 0 g r i 10 vii 11 f12 7 VICINITY MAP NO SCALE CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA STREET CON%".',)-TRUCT10N PLANS FOR VESTING TENTA'TIVE TRACT NO. 7140 PHASE=S 1, 2 & 3 LIST OF MATERIALS ITEM DESCRIPTION UNIT PHASE 1 PHASE 2 PHASE 3 TOTAL A.C. PAVING TNS 1339 609 1415 3363 AGGREGATE BASE, CLASS 2 CY 1373 622 1446 3441 6" CURB & GUTTER LF 2948 1287 3415 7650 SIDEWALK (4" THICK) SF 16220 6887 17126 40233 DRIVEWAYS (6" THICK) SF 4470 2899 6040 13409 HANDICAP RAMPS (ADA/TITLE 24/CALTRANS) EA 8 4 10 22 CROSS GUTTERS SF 772 - - 772 METRO STREET SIGNS EA 2 - - 2 TRAFFIC CONTROL SIGNS EA 11 - - 11 STREET NAME SIGNS EA 5 2 8 15 INTERCONNET CONDUIT PULL -BOX EA 33 - - 33 STREET LIGHTS - COB STANDARD EA 9 4 8 21 SURVEY MONUMENT & ENCASEMENT EA 7 3 9 19 SAW CUT LF 811 - - 811 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 -<D- INSTALL STREET LIGHT- HOLOPHANE-LVUI SERIES PER C.O.B. STD. SP7-86-10. 12. STREET LIGHTS SHALL MATCH THOSE EXISTING IN THE VICINITY AND IN ACCORDANCE WITH C.O.B. STANDARD DETAIL ST -14. 13. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN COB SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: AMERICAN ELECTRIC LIGHTING ATBO'AUTOBAHN SERIES LEO TEK EC1 THRU EC7 SERIES CREE XSP/XSPR SERIES AND OTHERS ON APPROVED LIST OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER 14. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. 15. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. 16. INSTALL TYPE "B" CURB AND GUTTER, PER C.O.B. STANDARDS, ON ALL STREETS UNLESS OTHERWISE NOTED. 17, INSTALL 5' COMBINATION SIDEWALK ON ALL LOCAL STREETS AND 6' COMBINATION SIDEWALK ON ARTERIAL AND COLLECTORS UNLESS OTHERWISE NOTED. 18. SEWER LATERAL LOCATIONS TO BE STAMPED ( S )INTO THE CURB FACE OVER EACH SEWER LATERAL. STAMP "C" INTO CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 19. 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. 20. INSTALL HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL UNIT STANDARD PLAN R.S.F. A88A-CASE A. 21. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 1/4" BELOW PAVEMENT GRADE. 22. 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. 23• 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. 24.. AN OPEN STREET PERMIT SHALL BE OBTAINED 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, APPROVED INSURANCE, AND 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. 25 AGGREGATE BASE: AGGREGATE BASE MATERIAL FOR ALL 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. 26.AGGREGATE BASE SHALL BE FURNISHED AND PLACED IN ACCORDANCE WITH THE CONTRACT PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION AND THESE DETAILED SPECIFICATIONS. AGGREGATE BASE SHALL BE GRADED TO WITHIN THE CITY TOLERANCES AND COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D-1557. 27. 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. 28. INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. ul I / / B.C.R. N 'CENTERLINE STORM DRAIN LOCAL STREET FRONTAGE 6964 LF ARTERIAL STREET FRONTAGE 702 LF I/ C \/ K A A f7 6' WING W/2 / / CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLO�A DUTTERWGNE RB SIDEWALK W i 6' WING I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. INDEX OF SHEETS SHEET TITLE LEGEND: 2. NOTES & SPEC171CATIONS ABBREVIATIONS BERKSHIRE ROAD FL FLOWLINE POVC POINT ON VERTICAL CURVE 8 13 12 11 10 9 8' BEGIN CURB RE -URN PI T~ �I I_ I I I I ■ O e PIVC PONT OF INTERSECTION TC TOP OF CURB O OF VERTICAL CLRVE TP 14 15 16 17 18 19 ' >X G.B. GRADE BREAK RGJ RUBBER GASKETED JOINT alley curb returns. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O1 EXISTING SURVEY MONUMENT �veNue 4 _ _ _ FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. a� � FURNISH & INSTALL METRO STREET - -� FURNISH & INSiALL STREET LIGHT-HOLO?HANE-LdUI SERIES PER C O.B. STD. SP7-86-10 O N FURNISH & INSTALL TRAFFIC SIGNS 25 24 23 22 21 20 ■ i "W1-6' - SINGLE ARROW I tPH - SE , 1 I ! ■ V�tis 1�I H ISE12 i 016 10 W �m 7 8 9 10 11 12 ■ z 4 O J PLAC Cl) "W14-1" - DEAD END ■ "W14-2" - NO OUTiET 0 r w 0 0 a U r a' I/ C \/ K A A f7 6' WING W/2 / / CENTERLINE STORM DRAIN LIP CURB AND GUTTER FLO�A DUTTERWGNE RB SIDEWALK W i 6' WING I LANDSCAPE TYPICAL CATCH BASIN LOCATION AT CURB RETURN N.T.S. INDEX OF SHEETS SHEET TITLE 1. LEGEND: 2. NOTES & SPEC171CATIONS ABBREVIATIONS BERKSHIRE ROAD FL FLOWLINE POVC POINT ON VERTICAL CURVE CL CENTERLINE BVC BEGIN VERTICAL CURVE ELEV ELEVATION EVC END VERTICAL CURVE BCR BEGIN CURB RE -URN PI POINT OF INTERSECTION ECR END CURB RETURN PRC PONT OF REVERSE CURVATURE BC BEGIN CURVE PCC PONT OF COMPOUND CURVATURE PIVC PONT OF INTERSECTION TC TOP OF CURB PROPOSED EDGE OF PAVEMENT OF VERTICAL CLRVE 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 alley curb returns. FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. O1 EXISTING SURVEY MONUMENT O1 + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -� FURNISH & INSiALL STREET LIGHT-HOLO?HANE-LdUI SERIES PER C O.B. STD. SP7-86-10 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: SHEET SECTION IS LOCATED "R1-1" - STOP "Wt -7" - DOUBLE ARRCW \ "R6-1" - ONE NAY "W1-6' - SINGLE ARROW shol be placed at center of opproorh and at 10.0" "R5-1" - DO NST ENTER "W1-1" - CURVE ARROW V�tis "R26(CA)" - NO PARKING ANYTIME "W3-3" - SIGNAL AHEAD "R3-7" - RIGHT LANE MUST TURN RIGHT "W3-1" - STOP AHEAD V "R4-7" - KEEP RIGHT 'S5-3" - END SCHOOL 3PEED LIMIT "R81(CA)" - BIKE LANE "S4 -2P" - WHEN CHILDREN ARE PRESENT "W31(CA)" - END "S4 -3P" - SCHOOL Cl) "W14-1" - DEAD END "R2-1" - SPEED LIMIT ..'0 "W14-2" - NO OUTiET 1. COVER SHEET 2. NOTES & SPEC171CATIONS 3. BERKSHIRE ROAD 4. BORELLI AVENUE & CARDANO AVENUE 5. VOLTERA STREET & PARETO PLACE 6. MARCONI AVENUE 7. BARSANTI AVENUE 8. DULBECCO STRE=ET 9. LOMBROSO STR =ET 10. BERKSHIRE ROAD STRIPING PLAN TOM.363 2-2 TOP OF MANHOLE/TOP OF CLEANOUT ELEVATION _ _ p CONSTRUCT STORM DRAIN PER CITY STANDARDS 0 CONSTRUCT STORM DRAIN 'B" Standards Spe hcations hereafter known as Standards *-ifications' current City approved edition.. MANHOLE TYPE PER C.O.B. STD. D-18. N CONSTRUCT CATCH BASIN 'A' 2 A current Weet Permit issued by the City of TYPE PER C.O.B. STD. S-12. - . g CONSTRUCT SEWER PER C.O.B. STANDARDS ® CONSTRUCT SEWER MANHOLE PER C.O.B. STD. NO. 5--4 0 CONSTRUCT SEWER CLEAN OUT PER C.O.B. NO. S-6 3. Subgrode ;haft be constructed true to grade and CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINCE cross sectio; :rad compacted to 90% of moxinum dry PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) density as dekymined by ASTM D-1557 to o depth of PHASE BOUNDARY �■ TRACT BOUNDARY - PROPOSED EDGE OF PAVEMENT requirements cf the Standard Spec-ations for minor FURNISH & INSTALL TRAMC SIGNAL CONDUIT TS 11. Curb and gutter and body of approoch "/ be poured FURNISH & INSTALL IRRIGATION CONDUIT _IR approval is ob abed from the City Engneer. FURNISH & INSTALL INTERCONNECT CONDUIT is TR3 res >gs FURNISH & INSTALL SPLICE BOX FOR INTERCONNECT alley curb returns. TR3=N0, 3 1/2 SIZE TR5=N0. 5 SIZE TR6=N0. 6 :31ZE O1 CURVE NUMBER FOR CURVE DESCRIP11ON ALONG CURB O1 TAPER NUMBER FOR TAPER DESCRIPTION ALONG CURB O ITEM OF WORK - SEE SCHEDULE approach or widening of existing approoch. SECTION LETTER O U of white pi muted curing compound conforming to 1 SECTION LIvE ire SHEET SECTION IS LOCATED Adust R/W or obtain 4.0' 4.0' min. easement to ocaxnmodate t%0" Mm. full depth of apjrooch. 1.5X min. - Z.tJX max =7= .=ttzz 6.0" Min. SECTION "A -A " NOTES: 1. A!1 workmanship and materials shall conform to 8. Expansion joint Mer material shall consist of preformed strps of the applicable : ecbons of the specifications entitled durable, rWient compound that conform to the requirements of the State of Calihmia, Department of Transportation, Standard Specir"tians. Standards Spe hcations hereafter known as Standards *-ifications' current City approved edition.. 9. Sections being demoted for replacement existing drive aof N renin shall be sawcut at the limits of remota! as directed by the City c 2 A current Weet Permit issued by the City of Engineer. The section bung removed shoN be a merimum of 5.0' in BakerslimId Put% Obrks Department .must accompany length and sowcuts shad! align frith existing joint or score line. all work wit Nn the City right -of -war. Reptocement shag conform in dimensim and location to the adjocem 0 exrstmg mpromnents unless otherwise Directed by the City Engineer 3. Subgrode ;haft be constructed true to grade and I cross sectio; :rad compacted to 90% of moxinum dry 10 Sections being replaced may be poured against existing pavempm. density as dekymined by ASTM D-1557 to o depth of if in good con0an and with ft prior qWod of the City 6" below top cf subg ode. Engineer. Otherwise, the existing pavement shag be sawcut o minimum 4. Concrete tr dive tlOpdooch shall conform to the of 20from the edge of concrete or as di-ected Pavement patch shall conform to the requirements of Standard Detail ST -11. requirements cf the Standard Spec-ations for minor o concrete (mer. cement content 505 lb/cu )dJ. 11. Curb and gutter and body of approoch "/ be poured Concrete shot contain no o0tk-s unless prior separately, not monolithically. approval is ob abed from the City Engneer. -- L) f2. No drive cyoproach construction shall be permitted in street or 5. amber fa -as s04 be surfaced on the side placed alley curb returns. next to the ancrete and shall not be fess than 1.5" thick after bar 79 surfaced. Forms and subgrode sholl 13. Edge of dive approach shill be a min. of 25' from odjwwt lot nine. be wetted kmYeafotely prior to placement of concrete. 14. Existing curb, if in good condition, may be sawcut and removed 6. Concrete sta# be troweled smooth., edged and then ( curb cut) to accommodate construction of new residential drive given a light vroom finish knmeokately after rmishing, approach or widening of existing approoch. all egvsed %Maces shoo receive a uniform application O U of white pi muted curing compound conforming to the Sta W :joe &-ationsthe scrface of the ire concrete shall be kept moist unti the curing compound Volig ' \ 1. Expansion joints shot be constructed at both ends of approach. Wakened plan pints, 2.0' deep, �a`• � etas' del leo P shol be placed at center of opproorh and at 10.0" \ e maximum ince-4s and as directed by the City Engmeer. V�tis LLI -,: O 5.�� . `�• � _. - .. ?I9j- • •. 1 X16,0 0. 3 Q 45't}p• �� ��.' 'P 77'- $I* ET ?M ST -7 NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE: STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. 3. NO CIN INSPECTIONS WILL BE GIVEN FOR TI -E WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STt,NDARDS, 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, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHAL-L BE CORRECTED DURING CONSTRUCTION AND SUCH CORRECTIONS REFLECTUI,ON CORPE TED PLANS SUBMIT TED TO THE CITY ENGINEER. i / I �1 5-i-fF3 APPROVED BY: RQG`rR A. McINTOSH R.C.E. 33322 EXP. 6-30-18 IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE. PUBLIC AND ARE TO BE PUBLICLY MAINTAINED. (� t� APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR R.C.E. NO. 61069 EXP. 12-31-18 DATE REVIEWED BY: STUART PATTESON R.C.E NO. 44898 EXP. 3-31-20 DATE: ASSISTANT PUBLIC WORKS DIRECTOR REVIEWED BY: TRAFFIC ENGINEER DIG ALERT Call: TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BASIS OF BEARINGS: THE BEARING OF N 89'01'11" w SHOWN FOR THE SOUTH LINE OF THE SOUTHWEST QUARTER OF SECTION 27, T. 30 S., R. 27 E PER TRACT NO. 6332 FILED IN BOOK 57 OF MAPS, PAGE 57 IN THE OFFICE OF THE KERN COUNTY SURVEYOR WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE CENTERLINE INTERSECTION OF McMUTCHEN ROAD AND MOUNTAIN RIDGE DRIVE. ELEVATION = 350.76' (U.S.G.S. DATUM) PER TRACT NO. 6332 PH. 1 MON. ELEVATION MAP LEGAL DESCRIPTION: A PORTION OF THE SOUTHWEST QUARTER :,F SECTION 27, TOWNSHIP 30 SOUTH, RANGE 27 EAST M.D.M., CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. cc a 0 U f5 Ad 0 co rn •o Z 0 N ro 0 00 t- 0) 00 0 �. O Z OR I � U 0_ I s O 0 I.LI W < - I uuz cc o .� t13 -- L) - LL) OLLJ J � w to � co O U o cn N W m ° L Y_ LLI a 0 U f5 Ad 0 co •o Z N Q CL I W Z 11 - ca 0 I.LI W uuz cc V .� t13 am OLLJ .e�ZC) O U �J O Z � LLI LLI V cc H Cl) o m 0 r w 0 a U r a' TE R LLI a �J LJ CITY (RECORDS NO: 0 rr-1 STANDARD NOTES (,CONT,) 02 ASPHALT CONCRETE PAVING NOTES: 29. CONTRACTOR SHALL PROVIDE 1 SPARE STREET LT. FOR EVERY 10 INSTALLED • TO CITY OF BAKERSFIELD, PUBLIC WORKS DEPT. GENERAL SERVICES DIVISION. 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR 30. STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN "ASPHALT COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/ SECTION 39, CONCRETE," OF THE STANDARD SPECIFICATIONS AND SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS PROVISIONS. THESE SPECIAL SHALL BE DETERMINED BY THE CITY ENGINEER. � Q * M 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE 31. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF "AGGREGATE," THAT ONS R REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SECTION 39-2.02 GREG, TE OF THE STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED GRADING TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG __# cl � 64-10 PERFORMANCE GRADE[ ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL 32- DUST CONTROL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED 3Y THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO CONTRACTOR SHALL OBTAIN A COPY OF THE DUST CONTROL PLAN (DCP) FOR THIS PROJECT THE REQUIREMENTS IN THE TABLE FOR SPECIFFICATIONSD PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION Ed U r7 w OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE "0 SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR J3. STORM WATER POLLUTION PREVENTION USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 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 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY ENGINEER'S AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY REVIEW AND APPROVAL: WITH THE PROVISIONS OF SAID PLAN. A. A LIST OF AGGREGATE AND ASPHALT SOURCES. 34. CONSTRUCTION OPERATIONS SHALL BE ACTIVELY IN PROGRESS ONLY BETWEEN THE B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE HOURS OF 8:30 A.M. - 4:00 P.M., MONDAY THROUGH FRIDAY, EXCEPT LEGAL HOLIDAYS. WORK CONFC RM TO THE REQUIREMENTS OF SECTION 39-2.02, AGGREGATE," OF THE STANDARD WHERE CONSTRUCTION OPERATIONS ARE ACTIVELY IN PROGRESS, A MINIMUM OF ONE TRAFFIC LANE, SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND NOT LESS THAN TWELVE FEET IN WIDTH, SHALL BE OPEN FOR USE BY PUBLIC TRAFFIC. WHERE CONSTRUCTION OPERATIONS ARE EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NOT ACTIVELY IN PROGRESS, NOT LESS THAN TWO SUCH LANES SHALL BE OPEN FOR USE NO OLDER THAN ONE (1) YEAR. BY PUBLIC TRAFFIC. PUBLIC TRAFFIC MAY BE PERMITTED TO USE THE SHOULDERS AND, IF HALF -WIDTH CONSTRUCTION METHODS ARE USED, MAY ALSO BE PERMITTED C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST TO USE THE SIDE OF THE ROADBED OPPOSITE TO THE ONE UNDER CONSTRUCTION. RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR ANY SHAPING OF SHOULDERS MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE NECESSARY FOR THE ACCOMMODATION OF PUBLIC TRAFFIC THEREON DURING PAVING MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE OPERATIONS. STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME IN ORDER TO EXPEDITE THE PASSAGE OF PUBLIC TRAFFIC THROUGH OR AROUND THE AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR WORK AND WHERE ORDERED BY THE ENGINEER, THE CONTRACTOR SHALL, AT HIS SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. OWN EXPENSE, FURNISH, INSTALL AND MANTAIN CONSTRUCTION AREA SIGNS, LIGHTS, FLARES, TEMPORARY RAILING (TYPE K), BARRICADES, AND OTHER FACILITIES FOR 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE THE SOLE CONVENIENCE AND DIRECTION OF PUBLIC TRAFFIC. ALSO, WHERE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH COMPETENT DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. FLAGMEN WHOSE SOLE DUTIES SHALL CONSIST OF DIRECTING THE MOVEMENT OF PUBLIC TRAFFIC THROUGH OR AROUND THE WORK. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE,' OF THE STANDARD SPECIFICATIONS SHALL BE MET. 35. REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. STRIPES AND PAVEMENT MARKINGS TO BE REMOVED WILL BE AS SHOWN ON PLANS N S AND AS DESIGNATED BY THE ENGINEER. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPUED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHAL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE L LIMITS OF CONSTRUCTION. 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. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY WHERE BLAST CLEANING IS USED FOR THE REMOVAL OF PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS, ENGINEER. 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 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL TRAFFIC. SAND OR OTHER MATERIAL DEPOSITED ON THE PAVEMENT AS A RESULT OF REMOVING TRAFFIC STRIPES BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND AND MARKINGS SHALL BE REMOVED AS THE WORK PROGRESSES. ACCUMULATIONS OF SHALL BE HAND RAKED, IF NECESSARY, AND COMPAC EC TO FORM SMOOTH, TAPERED CONNECTIONS. SAND OR OTHER MATERIAL WHICH MIGHT INTERFERE WITH DRAINAGE OR MIGHT CONSTITUTE A HAZARD TO TRAFFIC WILNOT BE PERMITTED. L 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS PAVING TRAFFIC STRIPES SHALL BE REMOVED BEFORE ANY CHANGE IS MADE IN THE TRAFFIC OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL PATTERN. DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF BLAST CLEANING FOR REMOVAL OF TRAFFIC STRIPES SHALL BE FEATHERED OUT TO NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL IRREGULAR AND VARYING WIDTHS. PAVEMENT MARKINGS SHALL BE REMOVED BY BLAST CLEANING A RECTANGULAR AREA, RATHER THAN JUST LETTERING OR MARKINGS, BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY SO THE OLD MESSAGE CANNOT BE IDENTIFIED. BE PLACED CONFORMS TO FACIUTATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. AFTER REMOVAL OF TRAFFIC STRIPES AND PAVEMENT MARKINGS, A FOG SEAL COAT SHALL BE APPLIED IN CONFORMANCE WITH THE PROVISIONS IN SECTION 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH 37, BITUMINOUS SEALS", OF THE STANDARD SPECIFICATIONS AND THE FOLLOWING: A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE IN TRAFFIC STRIPE REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED OVER 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 ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT TRAFFIC STRIPE REMOVAL AREA AND TO IRREGULAR AND VARYING WIDTHS WITH AN CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL AVERAGE WIDTH OF 2 FEET ON EACH SIDE OF THE BLAST CLEANED TRAFFIC STRIPE BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED REMOVAL AREA. TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED IN PAVEMENT MARKING REMOVAL AREAS, THE FOG SEAL COAT SHALL BE APPLIED TO THE UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. BLAST CLEANED RECTANGULAR AREA. FULL COMPENSATION FOR FURNISHING AND APPLYING FOG SEAL AS SPECIFIED HEREIN 13. 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 SHALL BE CONSIDERED AS INCLUDED IN THE CONTRACT PRICE PAID PER SQUARE FOOT DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. FOR REMOVAL OF TRAFFIC STRIPE AND PAVEMENT MARKING AND NO SEPARATE PAYMENT WILL BE MADE THEREFORE, NOTHING IN THESE SPECIAL PROVISIONS SHALL RELIEVE THE 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER CONTRACTOR FROM HIS RESPONSIBILITIES AS PROVIDED IN SECTION 7-1.09, "PUBLIC THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE SAFETY," OF THE STANDARD SPECIFICATIONS, REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING TRAFFIC STRIPES AND PAVEMENT MARKINGS. TRAFFIC STRIPES AND PAVEMENT MARKINGS OPERATIONS THE, ADJUSTMENT T ATLWILL B ON THE CITYACTION. SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC ADEEIN ORDER TO MEETUNTIL THOER REQUIREHASODI COMPTHE IFNANYEER SUCCESSIVE TEST AFTER NOTICE IS GIVEN TRAFFIC STRIPES AND PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS. 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. PAVEMENT MARKERS. PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS' OF THE STANDARD SPECIFICATIONS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE TRAFFIC DELINEATION. COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, 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 CONTRACTOR'S IMMEDIATELY AFTER ANY CONSTRUCTION OPERATIONS WHERE TRAFFIC DELINEATION EXPENSE. IS OBLITERATED OR WHEN DIRECTED BY THE ENGINEER, THE CONTRACTOR SHALL REPLACE ALL OBLITERATED PAVEMENT DELINEATION WITH TEMPORARY DELINEATION DURING 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: THE SAME WORK PERIOD, AND IN NO CASE LATER THAN 7:30 A.M. FOLLOWING SUCH WORK PERIOD. A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR TEMPORARY DELINEATION CONSISTS OF REFLECTIVE TRAFFIC LINE TAPE APPLIED IN PIECES B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. 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 C. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. REFLECTIVE TRAFFIC LINE TAPE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. TEMPORARY DELINAlION MUST BE THE SAME COLOR AS THE PERMANENT DELINEATION. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE REMOVE TEMPORARY DELINEATION APPLIED TO ASPHALT CONCRETE PATCHES IMMEDIATELY TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: PRIOR TO APPLYING ASPHALTIC EMULSION TACKCOAT FOR ASPHALT CONCRETE OVERLAY. A. ABRASIVE GRINDING WITH EQUIPMENT UTIUZING DIAMOND BLADES, TRAFFIC STRIPES AND PAVEMENT MARKINGS SHALL CONFORM TO SECTION 84, 'TRAFFIC B. REMOVAL AND REPLACEMENT, OR STRIPES & PAVEMENT MARKINGS," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS, C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. TRAFFIC THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. STRIPES AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC AND SHALL CONFORM TO SECTION 84-2, "THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. MARKINGS". ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT PAVEMENT MARKERS SHALL CONFORM TO SECTION 85 "PAVEMENT MARKERS," AND THESE 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 SPECIAL PROVISIONS: PAVEMENT CENTERLINE. 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 PAVEMENT MARKERS SHALL BE PLACED WITH RAPID SET EPDXY PER SECTION 95-2.04 OF LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG MAXIMUM SLOPE RATIO FROM SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) 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, CEMENT TREATED BASE OR A COMBINATION OF THESE MATERIALS. OTHER RECYCLED BASES SHALL TO BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD. IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THERON, THE GRADING PLANE SHALL CONFORM THE FOLLOWING: 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 THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN 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 THE GRADE ESTABLISHED BY THE ENGINEER. TRENCHING NOTES: 1. TRENCH EXCAVATION 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 HOi_ES 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 PEQUIREMENTS TO PRC VIDE FIRM, UNIFORM BEARING FOR THE PIPE. CONTRACTOR SHALL PROVIDE TRENCHING IN ACCORDANCE WITH THE DETAILED SECTIONS PROVIDED IN THE PLANS. SE_ECTION OF TRENCH TYPES WILL BE AS REQUIRED BY THE TYPES OF PIPE SELECTED FOF CONSTRUCTION. STORM DRAIN AND UTILITY CONDUIT INSTALLATIONS SHALL MEET C'TY 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 REGULA71ONS 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 REGULATONS SHALL BE SUFFICIENT CAUSE FOR THE STATE DIVISION TO IMMEDIATELY SUSPEND ALL WORK. COMPENSATION FOR LOSSES INCURRED BY THE CONTRACTOR BY SUCH AN EM'RGENCY 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 REGISTER=D 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 EIA KFILL TRENCHES SHALL NOT BE LEFT OPEN FARTHER THAN THREE HUNDRED (300) FEET IN ADVANCE OF PIPE LAYING OPEPATIONS 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 UTIUTY CONDUIT INSTALLATIONS SHALL BE IN ACCORDANCE WITH CITY STAND,kRD S-39, EXCEPT THAT COMPACTION SHALL BE NO LESS THAN NINETY PERCENT (90%) LP 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 DISTUR3 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 COMBITHEREBE OF THESE GS. BE AT LEAST ONEFOOTLOFF COVER,OODING OVERTHE PIPE BEFORETING SHALL NOT COMPACTION ABOVE THE: PIPE ZONE WILL BE ALLOWED. IMPORTED BEDDING AND BACKF I MATERIAL SHALL BE OBTAINED, AND ANY EXCESS BEDDING AND BACKFILL MATERIf.L SHALL BE DISPOSED, BY ANY LEGAL MEANS AT THE DISPOSAL OF THE CONTRACTOR. THE CONTRACTOR MAY SUBMIT rO THE ENGINEER SIEVE ANALYSIS FOR UTILIZATION OF IN-SITU MATERIALS. ACHIEVING FIRM BEDDING BELOW PIPE SPRINGUNE, 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, CON�;OUDATION OF MATERIAL AROUND AND UNDER BELLS AND COUPLINGS SHALL BE AVOIC'ED. CONTRACTOR SHALL SHOVEL-SLI(;E OR HAND TAMP BEDDING IN THE HAUNCH AREAS, AS THIS WILL A4INIMIZE VOIDS BENEA­H 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 IHE 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, AI -?ER 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. IMPAC'" EQUIPMENT MAY BE ALLOWED UNDER THE DIRECTION OF THE ENGINEER. HOWEVER, THS CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE RESULTING FROM THE USE OF THIS EQUIPMENT. HYDRA -HAMMER WILL NOT BE PERMITTED. SUBSEQUEN"-_BACKFI� ABOVE THE LEVEL OF INITIAL BACKFILL, THE TRENCH MAY BE BACKFILLED WITH NATIVE MATERIA'_ 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 THORCUGHLY COMPACTED BY TAMPING AND/OR ROLLING 3EFORE 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 BACKc'ILL PLACED BY TAMPING AND/OR ROLLING SHALL BE FREE FROM STONES OR LUMPS EXCEEDING THREE (3) INCHES IN GREATEST DIMENSIONS, VEGETABLE MATTER, OR OTHER JNSATISFACTORY MATERIALS. IN NO CASE SHALL JE -TING BE ALI-OWED FOR BACKFILL COMPACTION WITHIN THE STREET. WHEN APPROVED B" THE ENGINEER, JETTING MAY BE USED IN NON -STREET AREAS. BACKFILL TESTING AND COMPACTIOU, 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 MECH LAYER OF BACKFILL MATERIAL SHALL EIC WORKS, DIVISION OF I THE COMPACTION ANDEQUIVALENT, TAND G ADA11ON REQUIREMENTS BEFORE THE NEXT LAYER IS PLACED. EACH LAYER OF BACKFILL SHALL B:_ 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 =OR THE TOP FINISHED 30", AND SHALL BE DETERMINED BY CALIFORNIA TEST METHODS 216 OR 231, OR ASTM (CURRENT EDITION) D1557 AND ONE OF THE FOLLGWING D2922 OR G155-3. IF THE RELATIVE COMPACTION, AS CETERMINED BY TESTING, FAILS TO MEET THE SPECIFIED PERCENTAGE, THE TRENCH SHALL BE RE -EXCAVATED AND RE -COMPACTED. COMPACTION TESTS WILL BE THE SLEIDIVIDERS RESPONSIBILITY. THE NUMBER AND LOCATIONS OF THE TESTS SHALL EE 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 CAUFORNIA, 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 FOUNDA'ION. S_ ORM DRAIN NOTES: 1. STORM DRAIN PIPE STORM DRAIN PIPE. CONTRACTOR SHALL UTILIZE RCP PIPE, CLASS ill WITH RUBBER GASKET JOINTS PER ASTM SPECIFICATION C-76, UNLESS OTHERWISE NOTED ON THE: CONTRACT PLANS. REINFORCED CED CONCRETE PPE. REINFORCED CONCRETE PIPE SHALL CONFORM TO 1H. 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 11_f - 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 TC 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 4PPUANCES SHALL BE USED FOR THE SAFE LOADING, HAULING, UNLOADING, HANDLING AND PLACING OF RESILIENT JOINTS ON MATERIALS, SPECIAL SO ANDFITTINGSAWILL NOT BE DAMAGED. RE SHALL BE D ANY TP PE OR FlT1TV6 lVITH 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 HE 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 TT'UE TO LINE AND GRADE, AND "•.N SUCH A MANNER AS TO FORM A CLOSE CONCENTRIC JOINT VATH 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 AN: 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. A1TH BELLED END PIPE, BELL HOLES SHALL THEN BE EXCAVATED AT EACH JOINT TO -ACILITATE THE JOINT OPERATIONS, AND SHALL BE ONLY OF SUFFICIENT SIZE FOR TI -AT 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. 'TIE 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. /d)DITIONALACTOR SHALL ERESPONSIBLE COMPENSATIONWILLBEALLOWEDR OR ANY MATERIALS WHICH THE CORRECTNESS OF U RIE DAMAGED OR INCORRECTLY CUT. 2. f ORED/JACKED PIPE CASING OR SMOOTH OUTSIDE WALLED PIPE FOR BORED/JACKED PIPE SHALL BE INSTALLED. IT SHALL HAVE EVEN BEARING THROUGHOUT ITS LENGTH AND SHALL SL_'PE TOWARD ONE END. SPACE BETWEEN CASING AND PIPELINE SHALL BE BACKFILLED WI1H SEND. IF THE PIPE AND CASING ARE INSTALLED BY BORING, THE SPACE AROUND III= 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 CF PIPE DESIGNATED IN THE PLANS OR SPECIFICATIONS IS DETERMINED FOR VERTICA_ LOAD ONLY ANY ADDITIONAL STRENGTH REQUIRED BY BORING/JACKING OPERATIONS S -ALL BE FURNISHED AT THE CONTRACTOR'S EXPENSE. TILE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL ALL PLANS OF B`_-RING/JACKING OPERATIONS PRIOR TO BORING OR JACKING. B'7RING/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 AIJ_OW THE REPLACEMENT OF THE PIPELINE TO THE UNE AND GRADE AS INDICATED ON THF PLANS. UPON F THE OF THE PFIELI EOITOLGRADE,THE VOID BETW EON THE CASINGS SOR RC PIPES SAND THEN OF THE CAING AND INTALLAT10NEXCAVATION SHALL BE COMPLETELY FILLED WITH SAND, COMPACTED BY THE USE OF AIR -BLOWING S{,IOD 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 T1FI4=S. 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 SHELL FURNISH AND INSTALL BREASTBOAPDING 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 PR CE 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 PL/JAS. THE PRECAST CYLINDER, TAPER, AND ECCENTRIC FLAT TOP SECTIONS SHALL MEET THE STFE:NGTH REQUIREMENT OF ASST. C-478. EACH SUCCESSIVE MANHOLE SECTION SHALL. 8E `ET ON A BED OF PORTLAND CEMENT GROUT OR 'KENT SEAL" TO MAKE A WA_I_RTIGHT JOINT, SHALL BE NEATLY POINTED ON THE INSIDE, AND SHALL BE SET PLUMB. 4. ADJL'ST SURVEY MONUMENT ENCASEMENTS SURVEY MONUMENT AND FRAME AND COVER WITH ENCASEMENTS SHALL BE ADJUSTED OR INS-'ALLED 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 T -IE OPTION OF THE CONTRACTOR, MINOR CONCRETE CONTAINING A MINIMUM OF SEVIN SACKS OF CEMENT PER CUBIC YARD MAY BE USED AND THE TIME REQUIRED FOR PROTECTION OF THE CONCRETE SURFACE FPOM PUBLIC TRAFFIC SHALL BE REDUCED TO A M NIMUM OF ONE DAY. THE MONUMENT WILL BE SET BY THE OTHERS. THE OWNER WILL PROVIDE SURVEYS. CON TRACTOR SHALL GIVE THE OWNER 24 HOURS NOTICE WHEN SURVEYS ARE REQUIRED. ANY MONUMENT FRAME OR COVER DAMAGED BY THE CONTRACTOR OR HIS OPERATIONS SHAH. BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC 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. 5. IF TFE: PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (N01) TO COMPLY WITH THE TERMS OF THE GENEAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012•-006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREP,4RED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION 5F 5DUR1NG NORMAL C:372668 HAS OB BEEN IISS ED BY THE STATE CTION HOUS. EWATER A RESOURCES IS RGE FIBOARD FOR ITHU ROJ17CT. - -11 l / . / '�,/ iy C?7Y RECORDS NO: rn 02 0 •o • N � r uo - rn 0 '\_ � Q * M 0 P: 0 z � (10 2 Lo JO ** CI Yc z rl __# cl � z I m fy Q J I--0 n Ed U r7 w _7 ___ "0 o Z I_ uj Z :r I 1�- W v 0: W CD :z p LL_ (o lzcn F N 0 h CD v) I- CV C)f U. w ;: a V 0 4 Q I w ;;; -?� \ice `d I 0) U T- 02 •o • N r �� LL 0) 0 W 2: z C) J co 0 P: -' < -- < I= CI Yc a __# cl � w co C CLT I--0 Z oI C) Go < W o Z I_ uj Z 1�- W v 0: lzcn F N 0 h U. a V 0 4 U T- 2' 2' w \ 3 PROPOSED 6.0' 1 X aI WIDE SIDEWALK ''- 'I' 01 2% �JA%t,J 2% MIN. PROPOSED CURB & GUTTER DETAIL A SCALE: NONE 3 * NOTE: CONTRACTOR SHALL SET FLOWLINE GRADES 0.21' BELOW SAWCUT ELEVATION AT 25' INCREMENTS TO PROVIDE A MINIMUM PAVEMENT CROSS SLOPE OF 2% TO GUTTER LIP. THE MINIMUM LONGITUDINAL SLOPE SHALL BE 0.20% TO EXISTING CATCH BASIN. STOP WORK AND NOTIFY ENGINEER OF ANY DISCREPANCIES DETERMINED IN THE FIELD. _ ------_c -- -- -,M1Z CITY OF BAKERSFIELD IRREVOCABLE V OFFER OF STREET DEDICATION PER STA. 9+99.98 C.L. 1.28 LT. -- -- -- -- - -- -- TANGENT _ MONUMENT C1 DOC. No. 0204294674 O.R. STA. 10+00.00 C.L. W 90100'00" I 7+00 _ -r - 8+00 _ ---__ 9+000 00 SAWCUT =0.52% S= -O. 2% S=0.66% S=0.04% r5 'R26(CA)" - NO PARKING ANYTIME 'W14-1' - DEAD END 'R3-7' 'W14-2' NO OUTLET 7WL I o Ip UNE OF SIGHT _ TRACT BOUNDARY I'm 0 Q J - 'R4-7' - KEEP RIGHT 'W1-7" - DOUBLE ARROW L0 *TEMPORARY SUMP CALCS PROVIDED VOLUME: 0.06 AC -FT W AWA VOLUME (FT3): 15.8' x 75.81' x 1.40' = 1,676.92 FT3 VOLUME PROVIDED: 1,676.92 FT3 / 43560 = 0.038 AC -FT REQUIRED VOLUME: 0.06 AC -FT LANDSCAPE AREA: 0.048 ACRES C: 0.10 PAVEMENT AREA: 0.250 ACRES C: 0.95 VOLUME REQUIRED: 0.15 x ((0.95 x 0.250)+(0.10 x 0.048)) = 0.036 AC -FT TOTAL SUMP AREA: 80 x 20 = 1,600 SF CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 30.00' 47.12' 30.00' 90100'00" k 366 364 362 360 358 356 354 352 350 TEMPORARY SUMP VOLUME REQUIRED: 0.036 AC FT VOLUME PROVIDED: 0.038 AC FT SEE CALCS C i LV V W I- 0 J I v tt,�pQ' D c D .Z 1,a 1� It 364 --- 362 - - 360 +-- 358 356 354 352 J _j Id LZ 00 O O 00 I SAWCUT SAWCUT STA. 13+91.29 C.L.0.94 LT. INTERSECTION STA. 13•-91.23 C.L. 1.27 RT. � STA. 13+71.57 C.L. BERKSHIRE CNT = SAV'CUT _ STA. 20+36.95 C.L. DULBECCO ST CNT STA. 13+91.60 C.L. 15.66 RT. EXISTING R/W a SAWCUT 8, A Pe -- ---��- ------ - --- _ ___ -____ ��_---- --- ----= -- -- -- ------ __ _- STA. 17+78.93 C.L. 31.16 RT. - -_ -- FD. CONC. MON. IN L.H. STAMPED - - - i STA. 15+90.55 C.L. 30.90 FT_ L.S. 4383 PER P.M. No. 12079 _ s FD. CONC. MONI IN L.H. STAMPED EXISTING EDGE OF PAVEMENT L.S. 5565 PER ACT No. 6351 SAWCUT __-________________m�_== -� EXISTING CATCH BASIN 11+00 12+00 �� STA. 15+90.09 C.L. 15.30 RT. STA. 17+92.67 C.L. 34.00 RT. _ 10 13+00 s46 rr-* `mss �-_ �� S 89°03'36rE 01.57' 0 i ■ ■ ■ 1�1�� ■ ■ +**0� ■ ■ ■■jam ■ ■ �6+00 17+00 18+1 X�_STA. 17+92.66 F.L. fo s UTILITY 30X TO , SAWCUT AS SHOWN OR AS ■ ■ ��I■ ■ ■ ■ ■�� ■ ■ �� ■ �� ■ --49+00 F 3.5 E BRTrP + - .o C1) - E E EL ELOCACA ED - Y -DIRECTED BY THE CITY ENGINEER EP yg o -I-R 3 ----- 1 11 $ g ® ----_ I ----- CD O _------- Lci T_ IC T- �-Ic - --- -_-- - _ _=----------�LINEOFSIGH7 _ - I ,c - 8 PA R/W EXISTING TELEPHONE - 1 _ - - ----- II a II u I EXISTING 8" GAS P/L E (ISTING TRENCH' II 1 10) 3 C) ILU 11 0 0 0 o w o I (^L I •I I i Co o 0 1 tx M CD 01 M r', I ,- I`o r Hl' I A _ 1 I r' J I m� M �' I I ,^ J._1 J JJ�! LJ IX I .ct �1'-1 -1 -' -� J J to V/ I U L" I I I I v J -� I a, �� cis dLz v� C5 LL o O I I I �ci� �vw I Q� I zl I n�� 2 I 3 ; 4 I Q li- �n Ln Ln �n Ln Ln to En U I 1 I % Z DRILL_ ISLAND ++ I N`V I ! X�� / •� + Q� Q> N N I ++ Nc} M'i of m I I ��- I 1 ``'^^ 0°iooao 1E - mn V,1:II U�jcai�¢n w cn cnwI II III II I :210 cn �I~vi~vi 0� 0_ , DULBECCo STREET SEE SHEET 8 Q BERKSHIRE ROAD (STA. 10+00.00 TO 18+01.57) SCALE: 1' = 50' HORIZONTAL 9+00 10+00 11+00 12+00 N In 0)to M tU-) F- J cn w 13+00 14+00 (STA. 9+00.00 TO 19+00) SCALE: 1" == 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 9+00 LGND: 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) 10+00 11+00 12+00 C4 I 13 -FOO 14+00 (STA. 9+00.00 TO 19+00) SCALE: 1" == 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 16+00 17+00 1� M C 00 c co R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: -!- 'S5-2" CURVE NUMBER FOR CURVE DESCRIPTION tn +_tn 50.00' _. 'R6-1" - ONE WAY - END SCHOOL ZONE Q W Q LnW c� J CENTERLINE yERL A�I - =0.52% S= -O. 2% S=0.66% S=0.04% r5 'R26(CA)" - NO PARKING ANYTIME 'W14-1' - DEAD END 'R3-7' 'W14-2' NO OUTLET 0FLOWLINE STATION -SEE TABLE I o Ip CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.D. STD ST -3 - RIGHT LANE MUST TURN RIGHT - m 0 Q J ac 'R4-7' - KEEP RIGHT 'W1-7" - DOUBLE ARROW L0 tn -� - - I IJ CJ - --- SEE CALTRANS TRAFFIC MANUAL s"OR DETAILS. ALL PERMANENT W U > m > > > w w w 362 + WZ W ; � W W La _Ln INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL ' 'W3-3' -SIGNAL AHEAD Wi-1" -CURVE ARROW STRIPING Ac PAVEMENT MARKINGS TO BE THERMOPLASTIC P kINT - w cD W PER CALTF'ANS STANDARD SPECIE CAl10N PTH-02ALKYD. OLE<D i ® -- c STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. YT O LO LO 1 U^ -.a! LL; >_ !� Z c += a r. z - Ki ao t- cD N O n N Z ^ r7 O UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - `3 m I Z0 REFER TO SEWER & STORM DRAIN PLANS Q: WL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. LU U-) n 04 L 4 X Z x 0 360 - ¢ >< mw o owm ccoo 0 w OS� COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND F_ - - - O + - 0 - H � m s SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS. m o+ + > + INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF w J 0 © TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. C SEWER MANHOLE - REFER SEWER & STORM DRAIN 'LANs. ME r`w i V - mc~, 354.43 ! EG 353.68 FL ~ U) - - - - - - - - - _U �- - _ m _ BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. S -O. % INSTALL TYPE III BARRICADE PER CALTRANS STANDARD Ur-OZ �.- Q w F--� <EnW aV)wW WVW� WV358 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. - >=-0.21 - _ _ N PLAN A73C WITH W-31(CA) SIGN WITH OM4-.3 MARKER. iIIIIIIIIIIIIIIIIIIN UNIT BOUNDARY OVER 0.40AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 1. BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. ST -9. - - - - - - (5=0.15%) (S=0.33 (S=0.15%) 356 u. PROPOSED SOUTH 11.01111UNE SECTIO" LETTER 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS iPROPOSED BOTTOM ELEV 352.28 IMPROVEMENTS _ 354 CONSTRUCT SINGLE FAMILY DRIVE APPROACH 'ER C.OB. STD., WITH A PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. , EXiSTING CATCH BASIN 352 t ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. - - - - - 2 STA. 17+92.66, REV. 355.96' SHEET WHERE SECTION IS SHOWN a-- 350 FURNSIH & INSTALL INTERCONNECT CONDUIT 3: PULL BOXES PER 9+00 LGND: 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE P/L PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET UGHT-5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) 10+00 11+00 12+00 C4 I 13 -FOO 14+00 (STA. 9+00.00 TO 19+00) SCALE: 1" == 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 15+00 16+00 17+00 1� M C 00 c co R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: -!- 'S5-2" CURVE NUMBER FOR CURVE DESCRIPTION tn +_tn m 366 'R6-1" - ONE WAY - END SCHOOL ZONE Q W Q LnW c� J CENTERLINE SEE DETAIL A3 =0.52% S= -O. 2% S=0.66% S=0.04% r5 'R26(CA)" - NO PARKING ANYTIME 'W14-1' - DEAD END 'R3-7' 'W14-2' NO OUTLET 18+00 19+00 368 366 364 362 360 358 356 354 352 LEGEND CONT.): LEGEND (CONT -1 -- CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: -!- 'S5-2" CURVE NUMBER FOR CURVE DESCRIPTION r� O1 366 'R6-1" - ONE WAY - END SCHOOL ZONE `? I 'x Q c� 'R5-1" - DO NOT ENTER 'W31(CA)" - END SEE DETAIL A3 J Ui j M � M 364 r5 'R26(CA)" - NO PARKING ANYTIME 'W14-1' - DEAD END 'R3-7' 'W14-2' NO OUTLET 0FLOWLINE STATION -SEE TABLE I O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.D. STD ST -3 - RIGHT LANE MUST TURN RIGHT - m 0 Q J ac 'R4-7' - KEEP RIGHT 'W1-7" - DOUBLE ARROW NOTE: tn -� - - I IJ CJ - --- SEE CALTRANS TRAFFIC MANUAL s"OR DETAILS. ALL PERMANENT W U > m > > > w w w 362 + WZ W ; � W W 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL ' 'W3-3' -SIGNAL AHEAD Wi-1" -CURVE ARROW STRIPING Ac PAVEMENT MARKINGS TO BE THERMOPLASTIC P kINT - w cD W PER CALTF'ANS STANDARD SPECIE CAl10N PTH-02ALKYD. OLE<D i ® -- c STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. YT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 RI=VISED DUAL 1 LL; >_ !� Z c += a r. z - Ki ao t- cD N O n N Z ^ r7 O UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - `3 m I It C) REFER TO SEWER & STORM DRAIN PLANS Q: WL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPEt�WG PER L 4 X Z x 0 360 - ¢ >< mw o owm ccoo 0 w OS� COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND F_ GUTTER UP TO A DEPTH OF 12". 0 - H � m s SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF w J 0 © TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. C SEWER MANHOLE - REFER SEWER & STORM DRAIN 'LANs. m+D c� + U � Iwo wc �Z� Z REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF )IIDJACENT PHASE. OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO �I © SEWER CLEANOUT - REFER To SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD Ur-OZ �.- Q w F--� <EnW aV)wW WVW� WV358 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-.3 MARKER. iIIIIIIIIIIIIIIIIIIN UNIT BOUNDARY OVER 0.40AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 't4 BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. ST -9. - - - - - - (5=0.15%) (S=0.33 (S=0.15%) 356 u. PROPOSED SOUTH 11.01111UNE SECTIO" LETTER 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS FL(APPROXIMATE) _ 354 CONSTRUCT SINGLE FAMILY DRIVE APPROACH 'ER C.OB. STD., WITH A PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. , EXiSTING CATCH BASIN 352 t ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. - - - - - 2 STA. 17+92.66, REV. 355.96' SHEET WHERE SECTION IS SHOWN a-- 350 FURNSIH & INSTALL INTERCONNECT CONDUIT 3: PULL BOXES PER 15+00 16+00 17+00 18+00 19+00 LEGEND CONT.): LEGEND (CONT -1 -- CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: -!- 'S5-2" CURVE NUMBER FOR CURVE DESCRIPTION r� O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. S fD ST -1 'R6-1" - ONE WAY - END SCHOOL ZONE `? I 'x Q c� 'R5-1" - DO NOT ENTER 'W31(CA)" - END ® ITEM OF WORK - S=E SCHEDULE J LO r5 'R26(CA)" - NO PARKING ANYTIME 'W14-1' - DEAD END 'R3-7' 'W14-2' NO OUTLET 0FLOWLINE STATION -SEE TABLE I O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.D. STD ST -3 - RIGHT LANE MUST TURN RIGHT - m 0 Q J ac 'R4-7' - KEEP RIGHT 'W1-7" - DOUBLE ARROW NOTE: -- - - I IJ CJ 'R81CA " - BIKE LANE 'W1-6" - SINGLE ARROW ( ) SEE CALTRANS TRAFFIC MANUAL s"OR DETAILS. ALL PERMANENT 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL ' 'W3-3' -SIGNAL AHEAD Wi-1" -CURVE ARROW STRIPING Ac PAVEMENT MARKINGS TO BE THERMOPLASTIC P kINT - w cD W PER CALTF'ANS STANDARD SPECIE CAl10N PTH-02ALKYD. OLE<D i ® -- c STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. YT O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 RI=VISED DUAL 1 LL; UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - `3 m I It C) REFER TO SEWER & STORM DRAIN PLANS Q: WL CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD ST -17. CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPEt�WG PER NOTES: OS� COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. GUTTER UP TO A DEPTH OF 12". 0 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN H � m s SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF w J 0 © TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. C SEWER MANHOLE - REFER SEWER & STORM DRAIN 'LANs. 2. LOCAL. STREETS -PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF )IIDJACENT PHASE. OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO �I © SEWER CLEANOUT - REFER To SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-.3 MARKER. iIIIIIIIIIIIIIIIIIIN UNIT BOUNDARY OVER 0.40AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. 't4 BE COMPACTED TO 95% RELATIVE DENSITY FER C.O.B. STD. ST -9. c! SECTION DESIGNATION: u. SECTIO" LETTER 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS O CONSTRUCT SINGLE FAMILY DRIVE APPROACH 'ER C.OB. STD., WITH A PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. - - - - - 2 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PHT-02ALKYD. FURNSIH & INSTALL INTERCONNECT CONDUIT 3: PULL BOXES PER C.O.B. STD. DET. T-33. SCALE: 1 " = 50' 50 25 0 - 50 100 Know what's below. 0311 before you dig. /, - -I / yrs CITY RECORDS NO: W� E JI 0) col -- o so r� I a`Do - rn `? I 'x Q c� \ 3 Z (1 J LO r5 v� I Z z �O 1 m 0 Q J ac o 'O -- - - I IJ CJ c0 z LTJ - w cD W p OLE<D i ® o m �J Z YT V W 1 LL; i = `3 m I It C) r- o col so Z cm a' I ' J a. v� I Z W vi ac L. 'O a LTJ W p U1 i ® Z YT 1 LL; W m do LL Q: WL 0 H � m w J 0 c. 0 col so Z cm a' J a. LU Z W vi ac <CI 'O a LTJ W p U1 i ® Z YT 1 m W m do LL ~ WL 0 H � m w J 0 0 �I W 't4 c! u. CI N 0 DX % W 0. Q r N ■ ■ ELI ■ (� pp - 10 -- 7 0+7 CO TEMP TURNAROUND 1 EASEMENT PER J DOC.# 000216163211 366 -- - -� ----- - -- -- -- - -- - - - -- 366 364 , - - -- -- 364 q 362 I M �, M - ---- 362 WI 110M W J 360 ( w � w __ �- .._ Sg -- --- 360 LLJ OUIto W LO LID p p Z 358 ml ' > > > w o - -- _ 358 J J J O m+ M pl U W W W w 356 �' a a a y d a EXISTING GROUND ._ v a c~n _ - - - - _ _ _ _ 356 W CD _ _ - - - - - - - 354 S= -O.2 r - s=o.24 - - - - - - - - - - - S=0.25% -- S=0.229 % 354 ROF`OM NORTH FI.OKJNE 352 352 Ln M Ln 350 - - ---- 350 w a w 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 13+75.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 364 362 360 -- 358 - 358 0 U W 356 0 (01 354 s=o.6(y L=12.8) 352 350 1 U+UU 11 +UU I L+UU (STA. 10+00.00 TO 13+75.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH I DELTA I 20.00' I 20.00' 90100'00" I 35.00' 27.13' 14.29' 44'24'55" II I 11 II --4 1 LZ 268'49'50" Z + 358 -T -KEEP RIGHT 'WI_6" - SINGLE ARROW "W3-3" )" -BIKE LANE + it I a INSTALL STREET SIGN PER C.O B. STANDARD DETAIL T-1. 356 �--0.N----------- W t= I U LL J I J V- HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - -CONSTRUCT a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS W J W O n' ^ (D STORM DRAIN MANHOLE - a W> W W Q p' I I 05 COMPACT SUBGRADE TO 95% )F MAX. TO 12" BEYOND � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' CPENING PER H � W aJ� Cin v ■ C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN LLnQ� 1 � I oo q oc ¢ I OO d i I o TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 0 J-= Oma^ o OCSI x c ZV ■ J+ © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OVER 0.40' AGGREG/,TE BASE OVER 1.00' COMPACTED O.G. 1 -JW z�m cp Iln 00 I No+ Wo+ N+ Qui 3+ Q 3+ t Q I N+ �}M } 3- V� � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. O O mo I O 0 z J� �a > � I J '- 2 0 �a �^ 3� I >.- 4 �3�1+ >^ SECTION DESIGNA11ON: �� J rqi+3ln�l '- M W 1 ��� W+ H Q �� SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. JJ I ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. t pQ J p pQ 5 2 U� UQpQM+ ■ SHEET WHERE SECTION IS SHOWN vcj I Mfn J MN `` J) J) pQ ■ I I q q N 4 LL d'V) � En Nei PO L.0I o rn Cl+ ' o+ aW N nI �I rto i) 0 of I o of N � ++ o w �) .- 01 + oI McliI +I +i 0) +I M Li Q1 L- ■ c~n ci Cl 62747 (n 9 n L R/W I ~ 2 ~ N N I _ _ _ 211 z 5 0 _ ■ N 1 1 4 3 Ln o0 00 C2 C3 ■ (� - 3 0+00 + 11+00- . -N - �� - ") 1 1 S 12+100 _ _I.- s 13+00 s {t� 14+00 I N L1 � _ S - +- co -c> 89'03'36„ E 375.00' 1 ■ Q 7 J I 4 0 o I 9 ■ l� j 0 [Y M C2 0 1,- , C) p f C1 I - 17 O o O to 2 ° J L� - - - L` -- - J / ■ I U \ 1 q+ 1 a R W n Ioil �I Ln1 ^I r I O O S O LO N M 00 0) p J ' Q + + O W I V)N �� N ^) �I NI o OM M J ■ I W CN O v L� J NI J J J N' J J J JAI M ■ i U Ki o 1 3 - c i 12 o t 11 _ cn I o 1 O N I cv ,� _9 v M, �- a� `o a No of 1 I I I _ �� I wM >M z ,1 I m vqv oo 3q 00 �`'+ 0++ 3q >! Q 3 + Qto 1`11q 3 cv 04 145 00' �- - ■ o- ■ 1 I C141 �'+ , ++ ++w+� q o I o' I o I o�>'"'�< I UN I Q Q ¢ v ¢ rj� i I Im L.v~iv~i ImNN cJili ( 0Q I mQ mv~iv~i av~ic~ncJiv~i I ■ DULBECCO STREET _ I I 1 TRACT BOUNDARY ■ SEE SHEET 8 I _ _ _ I -- - -- --I -- -- I -- _-� BORELLI AVENUE (STA. 10+00.00 TO 13+75.00) SCALE: 1" = 50' HORIZONTAL N 0 DX % W 0. Q r N ■ ■ ELI ■ (� pp - 10 -- 7 0+7 CO TEMP TURNAROUND 1 EASEMENT PER J DOC.# 000216163211 366 -- - -� ----- - -- -- -- - -- - - - -- 366 364 , - - -- -- 364 q 362 I M �, M - ---- 362 WI 110M W J 360 ( w � w __ �- .._ Sg -- --- 360 LLJ OUIto W LO LID p p Z 358 ml ' > > > w o - -- _ 358 J J J O m+ M pl U W W W w 356 �' a a a y d a EXISTING GROUND ._ v a c~n _ - - - - _ _ _ _ 356 W CD _ _ - - - - - - - 354 S= -O.2 r - s=o.24 - - - - - - - - - - - S=0.25% -- S=0.229 % 354 ROF`OM NORTH FI.OKJNE 352 352 Ln M Ln 350 - - ---- 350 w a w 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 13+75.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 364 362 360 -- 358 - 358 0 U W 356 0 (01 354 s=o.6(y L=12.8) 352 350 1 U+UU 11 +UU I L+UU (STA. 10+00.00 TO 13+75.00) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90100'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 j 42.00' j 197.06' j 42.87' 268'49'50" TEMPORARY TURN AROUND R/W SWALE I I EXISTING 1 GP.OUND 2" A.G. PAVING 2:1 SLOPE TOI 1 % MIN. MATCH EXIST.:�� - \'-6" COMPACTED SUBGRADE TO 95% SECTION D SCALE: NONE 4 I JtUU I lt-rUU 366 364 362 360 358 356 354 352 350 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT -+- FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) 366 364 362 360 358 356 354 352 350 I -- I-'- r -- I - -- - -- - -- -- ■ I I I ; I I O TRACT BOUNDARY ■ �� o -- U I W I w i W U J tL I W c, 0 (3 ` `` I LZ I J I J I I IJi ' ". LL ( LZ ■ rz o _18 I ro mq zomLLio� � I v- F-: QJN I _ ■ ¢Ln Qago Q Q o� w of --I opo r i y I } I r , aLn qti , /�w+ 3+ I 3L+o I 3N N NI �o oq 33+ 3°� 3� 3� oCO oo;: LTJ QL" 3 I I^3� I �� N N j� I W� N+ M+ OD u' W+ JI p a e JJ J�� 5 16 m^ i x--17 rMN� 19 t~n Li II pQ �I p¢ UQ q0� UU UQ pQ Jt p J T Na0 ■ �I rnI �d� N00 °N°N z 00 1`1I� qrn �04 1 � ~moi co ^' pNvl p� 1 Ln' ov) pro' aN �+ d >�� z co to o N ai ¢Q dI Ln r LcI cn Q� )- 1 --LO -- -- N N I o N �¢�' 9 `Q -I 2 1 ,i�l 1 a' 1,-- � ■ tY N o -� C1 o y - ■ � � � o I C1 4 3 g q I S 2 C3 W - C -,12+00 s-13+00 14+00 0 0 - _ I S -15 + 00- N S - *--0 _ '�'� 17+00; --� b- j to S 89'03'35" E 368.52' S 89'03'36" E 375.00' -_ ■ p N C3z C1 I I C1 0 00 ------------ , 4 N M i r jr- -- -- 9 - -0 _`•I- - // �� ■ � p, Z rn ai� I Lam' U- I L.. g 2 L� ( ■ C o -1 -i CIDr NI ^I qo q I 0 �i rte, Q cel NI qo 0o I < c14 CD c J I J F- I J N I J J J W-jI- (n U Lt_ . I J Ln I (4) I + N '� 11 ■ W Q Q CL Q U Li -! fD J .J J J J Laj J ■ r� NI > NI �) rn vi( rn 06 CIS I Lro ao v L� c� Lugol v w �, 0025 `� ' 24 23} . ro22 °'�; oh ro 20,�I 293 I L3�1� 28 t �_7Q I Q 2� 00� L"� Q�; �I Q , �,�, } > "� I > + I + I + + + q I + + �' + f + I 3 3 t0 m � [D 3 N .- I #- ¢ Co ■ 0 0� '�'� ZI Lv dd �`'� I �`'v �Li II >� +c+o �r� �`'r+.¢ wr+. �'+■ 10 0In c0In 0V) I ULn mvO�J~)U)) "� -I , .l` --r¢- JrQ- �� I pQ pQ I ad �¢Q pd I z c, W to V) U In U Ln I I O q d I U cn U cn m cn Ln a Ln Ln U 0 in J �0 6 IBJ 0i r I 21 �■ TRACT BOUNDARY I L DULBECCO STREET H A � r SEE SHEET 8 r r CARDANO AVENUE (STA. 10+00.00 TO 17+43.48) SCALE: 1" = 50' HORIZONTAL 366 364 362 360 358 356 354 352 , 350 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 17+43.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 10+00 N tV W WI EXISTI'SIG GROUND C V� 00 N U + WI ! M m S-_O.Z5�i- -- - --- i PROPOSED SOU fH FLOWLINE 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 17+43.48) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL - - EXISTING GROUND C6 S=0.25% _ k PROPOSED SOUTH FLOWLINE 16+00 366 364 362 360 358 356 354 352 350 366 364 17+00 LEGEND (CONT.): LEGEND (CONT.): rD CR CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.C.B. STD. T-2: "R1-1" - STOP "S5-2" 362 1 " T i CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD SST-; - END SCHOO_ ZONE "R6-1" - ONE WAY "W31()" - "R5-1" CA END M >; ' > W W w 360 E1 F-OWLINE STATIN - SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 C C. N Z + 358 -T -KEEP RIGHT 'WI_6" - SINGLE ARROW "W3-3" )" -BIKE LANE + 00 a INSTALL STREET SIGN PER C.O B. STANDARD DETAIL T-1. 356 �--0.N----------- z LU Go S=0.25-% 354 17+00 LEGEND (CONT.): LEGEND (CONT.): CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.C.B. STD. T-2: "R1-1" - STOP "S5-2" 1) CURVE NUMBER FOR CURVE DESCRIPTION 1 " T i CONSTRUCT TYPE B CURB & GUTTER PER C.O.B. STD SST-; - END SCHOO_ ZONE "R6-1" - ONE WAY "W31()" - "R5-1" CA END C> ITEM OF WORK - SEE SCHEDULE Z ,o - DO NOT ENTER "R26(CA)- - NO PARKING ANYTIME "W14-1, - DEAD END 'W14-2" E1 F-OWLINE STATIN - SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 "R3-7' - RIGHT LANE MUST TURN RICHT - NO OUTLE'' "R4 'WI -7" - DOUBLE ARROW NOT--: -T -KEEP RIGHT 'WI_6" - SINGLE ARROW "W3-3" )" -BIKE LANE SEE CALTRANS TRAFFIC MANI AL FOR DETAILS. ALL PERMANENT O INSTALL STREET SIGN PER C.O B. STANDARD DETAIL T-1. „ "W3-3" -SIGNAL AHEAD W1-1 -CURVE ARR)W STRIPING & PAVEMENT MARK114GS TO BE THERMOPLASTIC PAINT z LU Go PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - -CONSTRUCT a STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. x2 O UNIT STANDARD PLAN R.S.P. fk88A-CASE A. (D STORM DRAIN MANHOLE - a D j CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. STD. ST -17. REFER TO SEWER & ST)RM DRAIN PLANS 05 COMPACT SUBGRADE TO 95% )F MAX. TO 12" BEYOND � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' CPENING PER NOTES: w m Cin v GUTTER UP TO A DEPTH OF 12". C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN INSTALL W31(CA) SIGN WITH 01v14-3 MARKER AT PHASE BOUNDARY OF • s SEWER -REFER To SEVER &STORM DRAIN PLANS AND SEWER DETAILS. O6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. 0 2. -OCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. it x c REMOVE AND SALVAGE SIGN WTH CONSTRUCTION OF ADJACENT PHASE. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OVER 0.40' AGGREG/,TE BASE OVER 1.00' COMPACTED O.G. TO LJL._ G SEWER CLEANOUT - REFER TO SEWER & STORN DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICF,DE PER CALTRANS STANDARD 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. C� 1,U PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. � ■ ■ � ■ ■ � ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO ® CONSTRUCT 5.5' COMBIN)kTION SIDEWALK PER C.O.B. STD. ST -3. UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST 9. SECTION DESIGNA11ON: 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB. STD., WITH SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 STANDARD SPECIFICATION PHT-02ALKYD. SHEET WHERE SECTION IS SHOWN 352 350 18+00 SCALE-: 1 " = 50' 50 25 0 50 100 (naw what's below. Call before you dig. CIT'( RECORDS NO: OD 0 N 0 C7 0 M 000 F- 0 \ d O :2 00 U IY: -.4- O $ z L. I m Q I o w �� r7 z 00 9 I� o LSI CO o�. CD (!I " N a: LLI m Q- a N \ Ip U W z Lu 0 o LL 0 i JJ 02 Z ,o Z I J3 -�r{L0 --� LU Z z LU Go x x2 a D j Y w m Cin v .d W 0 it x c Z In < LJL._ Vric < aC C� 1,U o .1-: o t:0^ J o `s V z Lu 0 o LL 0 364 362 360 358 356 354 352 350 348 346 VACANT FUTURE RESIDENTIAL I PAR 1 P)v W 07-•0742 I -- --ZONED R-1 :7--T mm�mm�mm� CD TRACT o ■■��■■�■■�� ■��■■��■■�■■■ BOUNDARY J zz II I II tJi II I I W I�U>W z�r; 12 QaF WJ 13m N 36 00 to Oori oco Iz�z o� Ili I ¢ ri \ o I F-�mo+ oNl I I-- I-'�w`'� oo �j oro��"� oM Iw ■■--v -� _- __ N �n I w z I ti p Q o m o ,n II o o co LY0Q U�1 MQ > - V`----U•J+ 11 J• -I _- --NO �to O cL) M (n , m Qf r) N U J U Q a0 ■ rl)co N ,I N ( N Q I co CO ro n LL I I cn ■ ( ri O(n i1 ++ 14 �, _�,^ - Q� 35 oo _+ _ n 1 •- ■ N 1 2 v~i 3 1 T4-)4 Q N v~i z oIL- dI AD - - - _ N�R/W I 2 - v' 4 I Ct - Ct I 3 b oo M 1 I _ _ 4-- - D-16+0 N -N 0'56'24" E 280.05'- - -I D-18+00 7 } N 0'5624' E 139.95' - S - - o - S + - C1 C1 N o 1 S 3 4 I o C1 ■ I1 - - - j Tri 2 ' R/W a 14 n - -- _- __ __ > I ~ JO o o 2 627 Q + oCN CD LO co t ■ N N O O 11 0l O z I w - J-1 10 W3 N N M> +i O O M I io I -� J 1 5 J J 'I ^ 3 4 N U M I M i I=`� ULA UW ww -i -j I �'tnlO N M ( J I c'jr,N I co o c'�o o M r; m Co 0o W -' cU LL: Q Co N ■ rj r) �„� m C0 c0 C6 r) M L- Ln ri ry W+ �m+ NN NN �MMI+,n�,V) o++ 00 ^+c^+oL,(I0o0~�� v� 1 1 d¢ d ^ W -- �m o0 aa�a I I t 1-N N m(n V) I I I Lvcn En C3 v~it~n z 0 , m(~/S t~ BARSANII AVENUEH A � r ! � MARSEE AVENUE SHEET SEE SHEET 7 J Z----- VOLTERA STREET co n CURVE N7-1 364 to 140 vi 20.00' 31.42' 366 90'00'00" tw M - wwUj 362 - - -'- - 32 C3 PO - rnI > II �W M > �> �> �> - W w W Cj W Cj W W 4''� ��W_j� ----- .. I W W W m W o �ID to M�p> I o Wuj N- 360 Ujp 6 + + J �' - - Q15 WWGROUND � CD 356 Lal END CURB RETURN --------_ ----��--�" POINT OF REVERSE CURVATURE - Z = 0 04 cn EXISTING GROUND + 354 BEGIN CURVE 354 UIm-- L = 31.42' - -- I O3 _ s=o.3�% - S=0.64% r_ a TOP OF CURB - SIGNAL AHEAD 0 0 N 04 & PAVEMENT MARKINGS TO BE THERM )PLASTIC PAINT EXIsm LN PIVC j+ 350 TOP OF PAVEMENT . /• S=-0.25% PROPOSED EAST FLOWLINE � 31.42' I=31.4 I PROPOM S=0.49% z II.51� Li.l 352 MMS Q Mtn 348 CC Ill) ..,lo iRli - }YV- ---- 346 I z Q� > J J J 0 C~ Q: 0 a LJ W W 4 d m 4 4 d U ¢C.) N N 13+00 14+00 15+00 (STA. 14+23.63 TO 18+43.63) SCALE: 1" = 50' HORIZONTAL O N jn o► O to O II CV M > -- -- ------ J J W U W la.l 00 00 W - M + -- +- O tD t0 Q 00 V - r•- r^^g_rn .F i -QQ 0_e---------- N L) V)ZOM L=31.42' - S=0.35% S=0.64% OO N -S-- 0.25% ' M In M PROPOSED WEST FLOWLINE 4>J w J W W W � � M 364 362 CN 360 W 358 356 354 352 350 348 346 16+00 17+00 (STA. 14+23.63 TO 18+43.63) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 364- - -- - - 362 - o N V 7-1 n 360 M M w >�> 358 >- W w -W U-1 nd to CMO r -i 356 o Z N N M+ I 354N- -- m - - - w 352 L = 31.42' 1 L = 31.42' S=0.49% S=0.64% :z S=-0.51% M Pi M 350 M M La. Z> M �yj W W NI W W > 348 - _ _ _ �JILL!J WW a s m a< a Nd" 346 OI" ~ 366 364 362 360 358 356 354 352 350 ' IIiI H A r - - - - - - ■ 00N r-' CJ II I II O I Ja I r I 1 ~ I r I r J I �--' 1 W 3L�� 0=�� IW L.L QJ I QJ 1 r.J I rJ W: II J i O f-WOU I �J U II J J r J Z N o_ J t= 3 I 3 I Q ¢ O U II _i �o tL _ ' f `' 3 _ I 3 v LL _ z I1:><acf r_ 1 - w v ¢ ¢ } J LL o `n O n c� m ri W_ ci J I- J w m 3 I 3 ti ¢ ¢ ci II o 1~ ■ o� oM oc I c�„� I > M I v�J W-',•� w - I 3�` I 3�` I� ,i d o N c3 2 o 0 o M I ori I o ooh (/1 11 a n= o M _�'' r7 i > M , I �� J oo ^ I� � .� Q N 1 O}i N I 0 2 M+ C V + �. N I O C71 0: o: pp CID I `r p n I C� 00 p �-� I ^ -'o-11 "_j0 3 i ± 4 I N I + NC} Qo �� �+ o+ o� o� I o� oo M� J + + Q J 1 / � CU d M + � 4- t0 I' F- cn I ¢ U Q w C� J I 5 J I 6 J V a• I + + I O J •- ■�. >� }^ N + r- tL W ¢ W U I I N co J^ J I 8 9 `� LO 1 O U Q n I ■ �, �; �, �I �, N I I Q Q M I -- 11 Q 12 ■ M ro co "� N ri t~n ri �- i W of of �` I ¢ t J 1 -� I -� ^ r�i v~i to I '- o li-I (�■ ¢ vi d rj N ao cn r,Nj �' m 1 N n rCV to ,� v~i cv 1 � ``, F¢- �`, v rn o I to w co r 1 Lj to R/W + + I + N I m 1 1`0 rn -� N T^ ai M to r- I o +I +I ao I- rn t� �) N oI J + 2 ¢ 9 r ^ICN i N oo r¢- v l `. r co `o cD ¢ _ ^ ■ lx SU cnN Q , `rI r �II ¢ N !R/W ¢<II Q -� - 4 I ~ Ft 2 I <1 I c~n 1 �N lea o . - -1- LCL _ 9 � Ct + - -_ - -� � n Q I N v o o MI 4 - \ r ■ N 10+0( M Cl 3 0 - _ s -11+00 N s 12+00 s • 13+00 o M "' C3 I� - I ' S 89 03'36" E 329.32' -I - 0 0 _ -f - - - �__ - _ a _ _ -L_ _ I S 16+00�-- _-I _ S 17+00� �I F C3 N o b S 33'03'36" E 375.00' ci C1 ■ - _ _ _ -- C3 ' 4 r 2 T /W ¢ to 2 U- - 1 P-51 II / ■ rn _ /W / ■ _ o +1 0 +1 m1 Mi crioo .r O oii u I ^ 06 co N �� J co 00 M o �' + + o cNo o N I o: Q 1 m 1 0 co ti Cj [O J -i -j N O I N + I + 1 N, 0 ■ ' m o+I U L� tQ-'I U �I FI Q -i J 8 1 0 --� O i o rnI of co I ai' of - I to - L` v o z I C3 LL J d LL: Jo n -'323oM, 1 000D2 M 1 I* 1 M i M a; + , W~I W HI --I L+ J r - Z�2 NN �� ¢ ¢ 21 i 2��M I 19 MZ �M J(�� I �, ;I � of o U- + W+[nI30 3M ¢� Qom' Oi �t M"?� LJ ?-MSI r 1 / M 1 M I �J + N- �� �� o 0o I ao + I �N 3 co I Mcp ¢� I 16 � 15 ��14� 1 1�n M13 'o I ^ ^ �`' �`'�= I I�+ �+ + I to co 3^ 3�t ¢co i ¢cfl I a a Q�� a " ■ N I N N i ++ + w+ 3st I n 0 ¢� L) V) O� I"d mad i�dd d I M�LO 0 0�, o^ o^ ( ^ + + r- town + -J a~ci� IWvivi 1 i¢vIQ (en i oQ I too ++ "'lo�?^ �^ ■ TRACT BOUNDARY °mV) LJ N N V i Q� E J I ¢ C2 m I I IN Uu) , vT �n Cn U N ■ n" U) 0 TRACT BOUNDARY r)r r DULBEC60 STREET _ - - 7 - - - H ASEE SHEET 8 PARETO PLACE 9+00 CURVE RADIUS 364 to 140 vi 20.00' 31.42' 366 90'00'00" tw M - wwUj 362 - - -'- - 32 C3 M - N w II �W M > �> 360 I > w w W CJ W J W w w BVC 362 Z� 4''� ��W_j� ----- .. I M - 358 J + _ o �ID to M�p> I o Wuj N- 360 m N C6 6 + + J �' - - Q15 WWGROUND � W 356 Lal END CURB RETURN --------_ ----��--�" POINT OF REVERSE CURVATURE - Z = + -i Q Q 0: a �- -- -- - 354 BEGIN CURVE 354 UIm-- L = 31.42' - -- I O3 _ s=o.3�% - S=0.64% r_ a TOP OF CURB - SIGNAL AHEAD 0 0 N 04 & PAVEMENT MARKINGS TO BE THERM )PLASTIC PAINT EXIsm LN PIVC M �' M 350 TOP OF PAVEMENT . /• S=-0.25% PROPOSED EAST FLOWLINE W w w IL1j PROPOM NORTH FLOKWE V W W w Li.l 352 9+00 (STA. 10+00.00 TO 17+04.32) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 17+04.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL CURVE RADIUS 364 to 140 vi 20.00' 31.42' 366 90'00'00" tw M - wwUj 362 - - -'- - 32 C3 M - 364 w II �W M > �> 360 O > w •J>j 3 W CJ W J W w w BVC 362 Z� 4''� ��W_j� ----- .. I M - 358 J + _ o �ID to M�p> I o 0.25X 360 m N C6 6 + + J �' - - Q15 WWGROUND � -- 356 -- END CURB RETURN --------_ ----��--�" POINT OF REVERSE CURVATURE - 358 �- -i Q Q 0: a �- -- -- - 354 BEGIN CURVE 354 0EnNzz0rM L = 31.42' "WI -6" - SIN SLE ARROW 'W1-1' I O3 _ s=o.3�% - S=0.64% 352 356 TOP OF CURB - SIGNAL AHEAD 0 0 N 04 & PAVEMENT MARKINGS TO BE THERM )PLASTIC PAINT 354 LN PIVC M �' M 350 TOP OF PAVEMENT . /• S=-0.25% PROPOSED EAST FLOWLINE W w w IL1j C:: I CID �I V W W w Li.l 352 348 CC Ill) ..,lo iRli - 350 ---- 346 •:1, 00 ys O (STA. 10+00.00 TO 17+04.32) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 (STA. 10+00.00 TO 17+04.32) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 1 I-1-00 CURVE RADIUS I to 140 vi 20.00' 31.42' I 90'00'00" tw M - wwUj 197.06' - - -'- - 32 C3 35.00' - Y4J LLI W W N + + -- - - w N+ w CONSTRUCT 12' WIDE CROSS GUTTER PER GO.B. STD. ST -17. SCALE: 1" = 50' O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CL 360 BVC M Z� A- END •N EXISTING OWWtC- _ J + _ 358 Ci S= 0.25X -- ____ ---- m N C6 Cl Cn m to PROPOSED SOUTH FLOWLINE 1 -- END CURB RETURN PRC POINT OF REVERSE CURVATURE - "WI -7" - DOUBLE ARROW 1 I-1-00 366 364 362 360 358 356 354 352 350 16+00 17+00 18+00 mwd- o CURVE RADIUS I to 140 vi 20.00' 31.42' I 90'00'00" C2 - wwUj 197.06' 42.87' 32 C3 35.00' - 14.29' w t; w CONSTRUCT 12' WIDE CROSS GUTTER PER GO.B. STD. ST -17. SCALE: 1" = 50' O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CL 360 BVC M Z� A- END O ITEM OF WORK - SEE SCHEDULE J + _ 358 Ci CU 0= � U Q I. - 'R26(CA)' - NO PARKING ANYTIME 'R3-7' m N C6 Cl Cn m to M -- END CURB RETURN PRC POINT OF REVERSE CURVATURE - "WI -7" - DOUBLE ARROW NOTE: _ - - BEGIN CURVE 354 PROPOSED SOUTH FLOWLINE 'R81(CA)" - BIKE LANE "W3-3" "WI -6" - SIN SLE ARROW 'W1-1' I O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC 352 TC TOP OF CURB - SIGNAL AHEAD 350 & PAVEMENT MARKINGS TO BE THERM )PLASTIC PAINT r PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT . /• PER CALTRANS STAND 4RD SPECIFICATION PTH-02ALKYD. IL1j C:: I CID �I V Its: Li.l CC Ill) ..,lo •:1, 00 ys O 0 C~ Q: 0 a a' U ¢C.) - � W - o - - -- -- - - -- 5=0.25 366 364 362 360 358 356 354 352 350 16+00 17+00 18+00 mwd- o CURVE RADIUS 364 to 140 vi 20.00' 31.42' 20.00' 90'00'00" C2 - wwUj 197.06' 42.87' 32 C3 35.00' 27.13' 14.29' w t; w CONSTRUCT 12' WIDE CROSS GUTTER PER GO.B. STD. ST -17. SCALE: 1" = 50' O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CL 360 BVC BEGIN VERTICAL CURVE Z� A- END O ITEM OF WORK - SEE SCHEDULE J + _ 358 Ci CU 0= � U Q I. - 'R26(CA)' - NO PARKING ANYTIME 'R3-7' m N C6 Cl Cn m to CONSTRUCT 4.5' STANDARD TYPE SIDEWALK 'ER C.O.B. STD ST -3 -- END CURB RETURN PRC POINT OF REVERSE CURVATURE - "WI -7" - DOUBLE ARROW NOTE: _ - - BEGIN CURVE 354 PROPOSED SOUTH FLOWLINE 'R81(CA)" - BIKE LANE "W3-3" "WI -6" - SIN SLE ARROW 'W1-1' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ;4LL PERMANENT STRIPING O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC 352 TC TOP OF CURB - SIGNAL AHEAD 350 9+00 10+00 11+00 12+00 13+00 14+00 15+•00 - 16+0) 17+00 18+00 14+00 15+00 16+00 17+00 18+00 (STA. 14+23.63 TO 18+43.63) (STA. 10+00.00 TO 17+04.23) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' VERTICAL LEGEND: LEGEND CO CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 42.00' 197.06' 42.87' 268'49'50' C3 35.00' 27.13' 14.29' 44`24'55" MONUMENT PER C.o.B. STD. ST -13. s SEWER - REFER TO SEWER Sc STORM DRAIN PLANS AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF c EXISTING SURVEY MONUMENT O6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. -� © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. LOCAL STREETS -PAVEMENT TO Bf_ 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUC••ION OF ADJACENT PHASE. FURNISH Ac STREET SIGN PER C.O.B. STD. T-1, OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. JSSEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE CENSITY PER C.Q.B. STD. ST -9. 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD ■ ■ ■ ■ ■ ■ TRACT BOUNDARY .�. BERKSHIRE ROAD - PAVEMENT TO 3E 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO STANDARD OR APPROVED EQUAL. UNIT BOUNDARY BE COMPACTED T 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. E ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �- FURNISH Sc INSTALL STREET LIGHT -9500 LUMEN PER SECTION DESIGNATION: C.O.B. STD. ST -14. �. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LETTER PER C.Q.B. STD. D -14 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB, STD., WITH CONSTRUCT DRIVEWAY WINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SECTION , UNLESS NOTED OTHERWISE. ADA PEDESTRIAN WALKWAY PER DETAIL. ON SHEET 1. PER C.O.B. STD. ON SHEEETET 1. (UNLESS OTHERWISE NOTED) Z � _ _ A PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - - - � O SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PHT-02ALK YD. KnvN what's below. t#111 before you dig. /- ;'/y6 CITY' RECORDS NO: �iEf' r= oil L i G 11 i. t (• tt L 7 'd �CD O M M a) W 0) 0 \\ I O z oC U 0' 14. c Z O� 1 s W U �i i k- c I30. U - 73 w cc N� mI o Q< m o 4<� S7 d \Z,.. 63 0 OF VERTICAL CURVE FC FINISH CONCRETE NT.). O CONSTRUCT HANDICAP RAMP PER CALTRAN�; 2002 REVISED DUAL LEG_ END (COtJT_ CONSTRUCTION NOTES: FINISHED CONCRETE ABBREVIATIONS UNIT STANDARD PLAN R.S.P. A88A-CASE A. PA R FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T -2 - - STOP O CURVE NUMBER FOR CURVE DESCRIPTION RIGHT-OF-WAY FL FL FLOWLINE POVC POINT ON VERTICAL CURVE 'R6-1" *S5-2 E "S5-2' -ENC SCHOOL ZONE CONSTRUCT 12' WIDE CROSS GUTTER PER GO.B. STD. ST -17. SCALE: 1" = 50' O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 CL CENTERLINE BVC BEGIN VERTICAL CURVE -ONE WAY 'R5-1" - DO NOT ENTER A- END O ITEM OF WORK - SEE SCHEDULE C.O.B. STD. D-14, UNLESS NOTED OTHER'�/ISE. ELEVBCR BCR ELEVATION BEGIN CURB RETURN EVC PI END VERTICAL CURVE POINT OF INTERSECTION 'R26(CA)' - NO PARKING ANYTIME 'R3-7' "W14-1" - DEAD END "W14-2' - NO OUTLET FLOWLINE STATION -- SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK 'ER C.O.B. STD ST -3 ECR END CURB RETURN PRC POINT OF REVERSE CURVATURE - RIGHT LANE MUST TURN RIGHT 'R4-7' - KEEP RIGHT "WI -7" - DOUBLE ARROW NOTE: BC BEGIN CURVE PCC POINT OF COMPOUND CURVATURE 'R81(CA)" - BIKE LANE "W3-3" "WI -6" - SIN SLE ARROW 'W1-1' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ;4LL PERMANENT STRIPING O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC END CURVE TC TOP OF CURB - SIGNAL AHEAD - CUF VE ARROW & PAVEMENT MARKINGS TO BE THERM )PLASTIC PAINT PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT . /• PER CALTRANS STAND 4RD SPECIFICATION PTH-02ALKYD. IL1j C:: MONUMENT PER C.o.B. STD. ST -13. s SEWER - REFER TO SEWER Sc STORM DRAIN PLANS AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF c EXISTING SURVEY MONUMENT O6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. -� © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. LOCAL STREETS -PAVEMENT TO Bf_ 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUC••ION OF ADJACENT PHASE. FURNISH Ac STREET SIGN PER C.O.B. STD. T-1, OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. JSSEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE CENSITY PER C.Q.B. STD. ST -9. 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD ■ ■ ■ ■ ■ ■ TRACT BOUNDARY .�. BERKSHIRE ROAD - PAVEMENT TO 3E 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO STANDARD OR APPROVED EQUAL. UNIT BOUNDARY BE COMPACTED T 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. E ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �- FURNISH Sc INSTALL STREET LIGHT -9500 LUMEN PER SECTION DESIGNATION: C.O.B. STD. ST -14. �. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LETTER PER C.Q.B. STD. D -14 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB, STD., WITH CONSTRUCT DRIVEWAY WINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SECTION , UNLESS NOTED OTHERWISE. ADA PEDESTRIAN WALKWAY PER DETAIL. ON SHEET 1. PER C.O.B. STD. ON SHEEETET 1. (UNLESS OTHERWISE NOTED) Z � _ _ A PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - - - � O SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PHT-02ALK YD. KnvN what's below. t#111 before you dig. /- ;'/y6 CITY' RECORDS NO: �iEf' r= oil L i G 11 i. t (• tt L 7 'd �CD O M M a) W 0) 0 \\ I O z oC U 0' 14. c Z O� 1 s W U �i i k- c I30. U - 73 w cc N� mI o Q< m o 4<� S7 d \Z,.. 63 0 OF VERTICAL CURVE FC FINISH CONCRETE - - D STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON-THER'OOPLASTIC. O CONSTRUCT HANDICAP RAMP PER CALTRAN�; 2002 REVISED DUAL P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - UNIT STANDARD PLAN R.S.P. A88A-CASE A. PA PROPERTY LINE R/W RIGHT-OF-WAY N E.P. EDGE OF PAVEMENT A.P. ANGLE POI POINT REFER TO SEWER & STORM DRAIN PLANE CONSTRUCT 12' WIDE CROSS GUTTER PER GO.B. STD. ST -17. SCALE: 1" = 50' F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTES: O5 COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND 50 25 0 50 10c P.A.F.L. PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED OTHER'�/ISE. GUTTER UP TOA DEPTH OF 12". OO FURNISH &INSTALL SURVEY 1. SEE SEWER AND STORM DRAIN PLAPIS FOR STORM DRAIN MONUMENT PER C.o.B. STD. ST -13. s SEWER - REFER TO SEWER Sc STORM DRAIN PLANS AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF c EXISTING SURVEY MONUMENT O6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. -� © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. LOCAL STREETS -PAVEMENT TO Bf_ 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUC••ION OF ADJACENT PHASE. FURNISH Ac STREET SIGN PER C.O.B. STD. T-1, OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. JSSEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE CENSITY PER C.Q.B. STD. ST -9. 0 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD ■ ■ ■ ■ ■ ■ TRACT BOUNDARY .�. BERKSHIRE ROAD - PAVEMENT TO 3E 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO STANDARD OR APPROVED EQUAL. UNIT BOUNDARY BE COMPACTED T 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. E ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. �- FURNISH Sc INSTALL STREET LIGHT -9500 LUMEN PER SECTION DESIGNATION: C.O.B. STD. ST -14. �. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS LETTER PER C.Q.B. STD. D -14 O CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB, STD., WITH CONSTRUCT DRIVEWAY WINGS EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SECTION , UNLESS NOTED OTHERWISE. ADA PEDESTRIAN WALKWAY PER DETAIL. ON SHEET 1. PER C.O.B. STD. ON SHEEETET 1. (UNLESS OTHERWISE NOTED) Z � _ _ A PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS - - - � O SHEET WHERE SECTION IS SHOWN STANDARD SPECIFICATION PHT-02ALK YD. KnvN what's below. t#111 before you dig. /- ;'/y6 CITY' RECORDS NO: �iEf' r= oil L i G 11 i. t (• tt L 7 'd �CD O M M a) W 0) 0 \\ I O z oC U 0' 14. c Z O� 1 s W U �i i k- c I30. U - 73 w cc N� mI o Q< m o 4<� S7 d \Z,.. 63 0 N _j W .tom I• •- I d LLr co x = Ci. a Y t 1Cin LU zGo f . /• ~ IL1j C:: V Its: Li.l CC Ill) ..,lo •:1, 00 ys O 0 a a' N CURVE RADIUS W rn� r Cl 20.00' 31.42' 20.00' 90100'00" C2 35.00' Imo0 N O+i o U Q V ■ V N 84.00' 197.71' 202.09' Zw LO X37 54.98 ,-_ N ■ CL CENTERLINE BVC BEGIN VERTICAL CURVE "" - END 'R5 -i - DO NOT ENTER W31 (CA ) "W14-1" � I —S TRACT BOUNDARY J , 366 364 362 360 358 356 354 352 350 366 364 362 360 358 356 354 352 350 DULBECCO STREET r SEE SHEET 8 H A r i -T ,III Ii � _ _ _ Ila �Q 1 fll do -- - -- 1 i II ?I tali 1 Zell �1if _1 — _ _ -- — !II! .LSI>III VOLTERA STREET SEE SHEET 5 MARCONI AVENUE (STA. 10+00.00 FO 18+92.64) SCALE: 1" = 50HORIZONTAL i TRACT BOJ40ARY i 111 61 so IIIII LOMBROSO STREET SEE SHEET 9 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00. (STA. 10+00.00 TO 18+92.64) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = C VERTICAL 10+00 11+00 12+00 13+00 14+00 15+00 (STA. 10+00.00 TO 18+92.64) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = VERTICAL 16+00 17+00 366 364 362 360 358 356 354 352 350 18+00 19+00 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90100'00" C2 35.00' 13.70' 6.94' 22'25'54" C3 84.00' 197.71' 202.09' C4 35.00' 54.98 35.00' _13451'29' - 90'00'00" 366 364 362 360 358 356 354 352 350 LEGEND: LEGEND CONT.): LEGEND CONT.): CONSTRUCTION NOTES: -r ABBREVIATIONS Rl-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: -- 'R1-1' - STOPO1 CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 m FL FLOWLINE POVC POINT ON VERTICAL CURVE "R6-1 ' - ONE WAY "S5-2' - END SCHOOL ZONE i CL CENTERLINE BVC BEGIN VERTICAL CURVE "" - END 'R5 -i - DO NOT ENTER W31 (CA ) "W14-1" ® ITEM OF WORK -- SEE SCHEDULE Z ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME - DEAD ENDEl "W14-2' FLOWUNE STATIC�1 -SEE TABLE + CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLEI "W1-7' NOTE I ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT - DOUBLE ARFOW "R81(CA)' -BIKE LANE "WI -6" - SINGLE ARR,)W SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAI'_ T-1. EC END CURVE TC TOP OF CURB 'W3-3' - SIGNAL AHEAD "Wl-1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT PER STANDARD SPECIFICATION PTH-02ALKYD. PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT - - STORM DRAIN -REFER TO SEWER &STORM DR;iIN PLANS TEMPORAALTRANSRY ALL TEMPORARY STRIPING SHALL BE NON-THERMOPLAS 1C. � 4 O CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL •� OF VERTICAL CURVE FC FINISH CONCRETE UNIT STANDARD PLAN R.S.P. A88A—CASE A. SCAL.;: 1" = 50' P.O.C. POINT ON CURVE FC FINISHED CONCRETE ® STORM DRAIN MANHOLE - 50 25 0 50 100 PA PROPERTY UNE R/W RIGHT-OF-WAY REFER TO SEWER & STORM DRAIN PLANS CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.B. S1D. ST -17. E.P. EDGE OF PAVEMENT A.P. ANGLE POINT O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND F.O.C. FACE OF CURB C/G CURB AND GUTTER CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' O'ENING PER NOTES GUTTER UP TO A DEPTH OF 12". P.A.F.L. PARKING AREA FLOW UNE C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE: SEWER AND STORM DRAIN PLANS FOP STORM DRAIN Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS, INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT P ASE BOUNDARY OF EXISTING SURVEY MONUMENT" �� 2. LOCAL STREETS — PAVEMENT TO BE 0.20' TYPE B A.C. TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE - REFER SEWER & STORM DRAIN PLANS. OV -R 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO �- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. [5]S SEWER CLEANOUT — REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSIT" PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD 3. BERKSHIRE ROAD — PAVEMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OMS --3 MARKER. -� FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. � � � � m m � m m � TRACT BOUNDARY OVER AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO STANDARD OR APPROVED EQUAL. UNIT BOUNDARY BE COMPACTED TO 95% RELATIVE DENSIT' PER C.O.B. STD. ST -9. ® CONSTRUCT 5.5' COMBINATION SIDEWALK Pi=R C.O.B. STD. ST -3. $ FURNISH & INSTALL STREET UGHT-9500 LUMEN PER C.O.B. STD. ST -14. SECTION DESIGNATION: SECTION � K 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS 9 CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.013. STD., WITH Know what's below. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) _ _ p` _ - - 2 PAINT 12" LIMIT LINE USING THERMOPLASTIC: PAINT PER CALTRANS Cal before you dig. STANDARD SPECIFICATION PHT-02ALKYD. r- cFc ur wurRc ccrnnu Ic curNwu -r m i c Z a � I w ckf •� I 1 R/W I CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00' I I 2.0% 1 2. i I COMBINATION SDE " PROPOSED TYPE 'B' CURB & GUTTER E LISTING PAVEMENT c 20 2i_0% 2.0% 1 2-0% 0.20' A.C. PAVING --t I 0.40' AGG. BASE COMBII LAJC� 1.0' COMPACTED O.G. TO PROPOSED 95% RELATIVE DENSITY CURB & GUTTER A LOCAL STREET SECTION 7 SCALE: J-=10' HORIZONTAL 1 =5' VERTICAL TI = 4.5 R=55 q - SAWCUT AS SHOWN R/W P/L OR AS DIRECTED BY ( I THE CITY ENGINEER 45' I 34' 6' 5' :S 0'-34' W a W z 0 3 I a o I (n `` (p BLOCK WALL 3 z W z (ail J *2.0% 2.0% 2.0% COMBINATION 0.30' A.C. PAVING SIDEWALK 0.40' AGG. BASE * CONTRACTOR TO VERIFY 2% MIN. SLOPE PRIOR TO PROPOSED TYPE 'B* 1.0' COMPACTED O.G. TO INSTALLATION OF CURB AND GUTTER CURB & GUTTER 95X RELATIVE DENSITY B BERKSHIRE ROAD SECTION 7 SCALE: 1"=10' HORIZONTAL 1'=5' VERTICAL TI = 6 R=55 SAWCUT AS SHOWN OR AS DIRECTED BY THE CITY ENGINEER R/W PA II 5' 13.5" O la I � U" BLOCK WALL p 1% 2.0% J I I EASTING PAVEMENT * CONTRACTOR TO VERIFY 2% MIN. SLOPE PRIOR TO COMBINATION 0.30' A.C. PAVING -J INSTALLATION OF CURB AND GUTTER SIDEWALK 0.40' AGG. BASE PROPOSED TYPE "B' 1.0' COMPACTED O.G. TO CURB & GUTTER 95% RELATIVE DENSITY C BERKSHIRE ROAD SECTION 7 SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL TI = 6 R=55 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 1 VOLTERA STREET SEE SHEET 5 i I W a z do m o HE J U0 W Z J A JC � r I V' W !I . *�nx R/W PA II 5' 13.5" O la I � U" BLOCK WALL p 1% 2.0% J I I EASTING PAVEMENT * CONTRACTOR TO VERIFY 2% MIN. SLOPE PRIOR TO COMBINATION 0.30' A.C. PAVING -J INSTALLATION OF CURB AND GUTTER SIDEWALK 0.40' AGG. BASE PROPOSED TYPE "B' 1.0' COMPACTED O.G. TO CURB & GUTTER 95% RELATIVE DENSITY C BERKSHIRE ROAD SECTION 7 SCALE: J"=10' HORIZONTAL 1 =5' VERTICAL TI = 6 R=55 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE ® FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) 366 364 362 360 358 356 354 352 350 348 366 364 362 360 358 356 354 352 350 348 1 VOLTERA STREET SEE SHEET 5 i I C, - 0 C> CD I - N 14+00 1 _ 15+00 16+00 j -000 'o N 89'03'36" W 730.00'-s - -- __s+- -r - 4 _ 1 7 M O f = o I U- do m o HE v- +1 a H A JC � r I ■ LV I (� `�l -3 - 1 ■ 4 cq C! 4m I ,��,' a SHEET 9 M I I Q -j r� I 00 N, I Q 5� ^ I (\ N m+ 9 'W3-3' -SIGNAL AHEAD 'Wl-1' -CURVE ARROW i Q N = 31.42' 24 J ^ X1.30% , � -e-��---_ 3 V) in N f Ln z" I �Q ai o 352 ( I I M ODI + cD M + (A ■ I � ;� O p cq I 18V)�; +l r I S- SEWER - REFER TO SEWER & STORM DRAIN PLANS ^ 1 1� cz>t 2 I � I Z _ I J o + OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO +I OS SEWER CLEANOUT - REFER To SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. � O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD N21 � 22Nj ■ ■ ■ ■ � ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. 2 a UNIT BOUNDARY --- 0 ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. LL:WI ST -9. CD NI 4. ALL CATCH BASINS TO 3E TYPE "A" WITH 3.5' OPENINGS CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB. STD., WITH �� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. n c1q 001 O �� �( W to 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS co U) c STANDARD SPECIFICATION PFIT-02ALKYD. 7 t 3� I 5 ¢(aNl ram + i r �c vomit + vl �� `ni O (n' co ' ^I I d I ¢m CA I Qno / Ti N d 3 0 9 "'t � L.L I - C, - 0 C> CD I - N 14+00 1 _ 15+00 16+00 j -000 'o N 89'03'36" W 730.00'-s - -- __s+- -r - 4 _ 1 7 M O f = o I U- do m o HE v- +1 a ¢ ¢ 2 JC � 1 ii � r ■ LV I (� `�l -3 - 1 ■ 4 cq C! 4m I ,��,' a SHEET 9 M � � C) PO o 0 o M 00 N, I Q 5� ^ I (\ N m+ 9 'W3-3' -SIGNAL AHEAD 'Wl-1' -CURVE ARROW i Q N = 31.42' 24 J ^ X1.30% , ow -e-��---_ N mU� V) in N f Ln z" I �Q ai o 352 ( I I M ODI + M + W W - ■ I � ;� 1 °° c c c ■ SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 +l +I S- SEWER - REFER TO SEWER & STORM DRAIN PLANS of 0 U 1� -- 2 V 4+i I Z _ 17+00 18+00 -�- - 3 v I v� L/Att / ■ - - A R/W U- do m o HE (�� a ¢ ¢ 2 i I r � ``I vtn `�l ■ - 1 ■ 4 STRE Uc I ,��,' a SHEET 9 M � � 0 NOTE: M 00 I W^ -C; �I 356 3 9 'W3-3' -SIGNAL AHEAD 'Wl-1' -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT = 31.42' 00100 X1.30% , 354 -e-��---_ ala°pol -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N f Ln O MMM 352 ;Z I CONSTRUCT 12' WIDE CROSS GU ETER PER C.O.B. STD. ST -17. < W W - 350 � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER �I W c c c C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 +l +I S- SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS. I Nl ! +■ V rh © TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. J J �i (nt OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO +I OS SEWER CLEANOUT - REFER To SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD 3. BERKSHIRE ROAD - PA`/EMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. ■ ■ ■ ■ � ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO a UNIT BOUNDARY --- 0 ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. CD NI 4. ALL CATCH BASINS TO 3E TYPE "A" WITH 3.5' OPENINGS CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB. STD., WITH �� PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. �_ �� O �� �( W QI 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS U U) c STANDARD SPECIFICATION PFIT-02ALKYD. 7 t 3� I 5 ¢(aNl ram �I >-IqV'l �c vomit r� �� w O I W+ I ¢m CA I Qno / Ti N ( 3 0 M "'t � L.L I - Uj + >(n >� w _�'+ L 1 + ++ COQ m BARSANTI AVENUE (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I p� I o^ do m o HE of a ¢ ¢ z� i I Cr > M UJ vrn I vtn I v i I ■ W _. _. _ _ _ 1 LOMBROSO STRE Uc I BARSANTI AVENUE (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL 10+00 11+00 12+00 13+00 14+00 15+00 16+00 (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL I p� I o^ do m o HE of a ¢ ¢ z� i I Cr > M UJ I i TRACT BOUNDARY I ■ W _. _. _ _ _ W LOMBROSO STRE WI 06 'R26(CA)' - NO PARKING ANYTIME - DEAD END "W14-2' SEE SHEET 9 OSE:D NORTH FLOWLINE 17+00 JJ U U 03rn r -LO O+o \n 18+00 19--00 --�-- --- T� - - - - - M i� K, C -ii r) (r LO > U J j - - M M -- �- ---- ---- - - w L0 W LLJ LU WLU W W W -_. -�� 00 _ J _._G -_ �( Z - - M O 0 � W 00 m+ � N 0 0_ sn _- ao m (n I - EXISTING GROUND = 31.42' • .z - U L ---- mcn ] u.iUn---------_ --- ------ --- ---- --------- - - - - ----------------- S=0.99% S=0.25 N � • Ki U) r7 m PROPOSED SOUTH FLOWLINE "�' PROPOSED SOUTH OWLINE > > > J J - W W W � N � y I � , 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND (CONT. SEND (CONT.) 364 CONSTRUCTION of R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. 3TD. T-2: i 'R1-1' - STOP "S5-2' Ln cq _ LnLn en I 362 r� Cr > M UJ > 1,-i W W _. _. _ _ _ W 360 (n WI 06 'R26(CA)' - NO PARKING ANYTIME - DEAD END "W14-2' " ° a � oI 358 � � + Un NOTE: m + 00 < W^ -C; �I 356 3 m� oIL 'W3-3' -SIGNAL AHEAD 'Wl-1' -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT = 31.42' 'Q X1.30% , 354 -e-��---_ CONSTRUCT HANDICAP RAMP PEi CALTRANS 2002 REASED DUAL -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS N f Ln O MMM 352 ;Z I CONSTRUCT 12' WIDE CROSS GU ETER PER C.O.B. STD. ST -17. < W W - 350 � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE;;: W c c c C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 � N � ^ M 348 18+00 19--00 --�-- --- T� - - - - - M i� K, C -ii r) (r LO > U J j - - M M -- �- ---- ---- - - w L0 W LLJ LU WLU W W W -_. -�� 00 _ J _._G -_ �( Z - - M O 0 � W 00 m+ � N 0 0_ sn _- ao m (n I - EXISTING GROUND = 31.42' • .z - U L ---- mcn ] u.iUn---------_ --- ------ --- ---- --------- - - - - ----------------- S=0.99% S=0.25 N � • Ki U) r7 m PROPOSED SOUTH FLOWLINE "�' PROPOSED SOUTH OWLINE > > > J J - W W W � N � y I � , 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 (STA. 10+00.00 TO 18+79.88) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL LEGEND (CONT. SEND (CONT.) CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. 3TD. T-2: i 'R1-1' - STOP "S5-2' Q CURVE NUMBER FOR CURVE DESCRIPTION O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 'R6-1' - ONE WAY -END SCHOOL ZONE 'R5-1" - DO NOT ENTER "W31(CA)' - END "W14-1" ® ITEM OF WORK - SEE SCHEDULE (n 'R26(CA)' - NO PARKING ANYTIME - DEAD END "W14-2' FLOWLINE STATION - SEE TABLE O2 CONSTRUCT 4.5' STANDARD TYPi= SIDEWALK PER C.O.B. STD ST -3 'R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET "W1-7 NOTE: Z < "R4-7" - KEEP RIGHT - DOUBLE ARROW "R81(CA)' -BIKE LANE "W1-6" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3-3' -SIGNAL AHEAD 'Wl-1' -CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT CL 'Q p� CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. CONSTRUCT HANDICAP RAMP PEi CALTRANS 2002 REASED DUAL -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O UNIT STANDARD PLAN R.S.P. A83A-CASE A. ® STORM DRAIN MANHOLE - REFER TO SEWER & STORM DRAIN PLANS ;Z to CONSTRUCT 12' WIDE CROSS GU ETER PER C.O.B. STD. ST -17. < O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTE;;: W GUTTER UP TO A DEPTH OF 12". C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN 1 133 a) S- SEWER - REFER TO SEWER & STORM DRAIN PLANS AND SEWER DETAILS. I - INSTALL W31(CA) SIGN WITH OM4--3 MARKER AT PHASE BOUNDARY OF V © TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. CQ SEWER MANHOLE - REFER SEWER & STORM DRAIN aLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. F- REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OVER 0.40 AGGREGATE BASE OVER 1.00 COMPACTED O.G. TO OS SEWER CLEANOUT - REFER To SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DENSITY PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD 3. BERKSHIRE ROAD - PA`/EMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. ■ ■ ■ ■ � ■ ■ � TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO a UNIT BOUNDARY --- 0 ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BE COMPACTED TO 957 RELATIVE DENSITY PER C.O.B. STD. ST -9. SECTION DESIGNATION: 4. ALL CATCH BASINS TO 3E TYPE "A" WITH 3.5' OPENINGS CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.OB. STD., WITH sEcnoN LETTER A L-- PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. O ADA PEDESTRIAN WALKWAY 'ER DETAIL ON SHEET 1. - - - - 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 STANDARD SPECIFICATION PFIT-02ALKYD. SHEET WHERE SECTION IS SHOWN 366 f 364 I 362 360 H� W� NI 358 �I 356 ofJ 354 352 i 350 348 19-4-00 SCALE--: 1 " = 50' 50 25 0 - 50 100 Know w+liat's below. Call before you dig. I /- J/1/U CITY RECORDS NO m go "' Z m (n _, IW u C) Z < IW 0 CL 'Q w 0 C/) ;Z to Z < ® V (7) IQ tt1 p W 7: Z 1�- 133 a) W I - W V < F- c c c 0 a --- 0 go "' Z N IL _, IW u C) Z: < IW a) CL 'Q w 0 C/) ;Z to Z < ® V (7) IQ tt1 p 7: Z 1�- 133 a) W <I' - W V < F- c c c a c a --- 0 I+.. LL o- CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.12' 30.00' 90100'00" H A r 3 H A S T 2 + I I I I y II I N Z ���J LZ 41 1 20 �� �IfJ e J M �, ' W IW �oo ®off I �5 m c� (DN 27 I 3 p I q CJ I OM I O O I J C,4 NM O O t - - --ll W .r N + - - o ( I O U cs N LO II of I Lr N 'N O- __ I N+ p C14 > O WI i I J� T J� 3 N M - -- -_ + 11 W N Ln I M Lb. U¢ .J G7 Q� M1 y J I `,- W W--- J M WIN i ooco `` d v, o W I v� ,U_ aw-� �'� -1 I. I ( o m l �' rn I `� v' n cn J Li rn to 00 1 0 I i I 0 r1 I M co m Obi l R' L� p to O _+ / _MI 19 _+ ZI _{ V M M O 4L + N 3 I + 6 Q W 26 7 lVJ + T+ C1 V) l ^ 4 U) ,62726 1 R/W 2 0 I o v~i r' d f z o 3 1 3 (IC1 ,or, o M b Cl C'i 24" DRAIN o o C1 4 10+00 11+00-N 0.56'24" E 279.98' N 12+00 Ip 18" DRAIN - - 13+00 18" DRAIN- 4 18" P ."� I - - - - -� _ 14+00 - -N 0.56'24" E 279.99' -15+00 - - C1 18" DRAIN 8" SEWER 6 o o S S_ - -; -- - s - I 4 M o C1 C1 8' SEWER 18" DRAIN - T C1 366 _F__T 364 CONSTRUCTION - -- - � II t 4 ZO II i W L -1 4J -Ir J W m 3 U L Q -- J -- i -J Uj =)I O Qi 4 Q( ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 I W > c0 356 0I OM j J+ II W J "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET DO LA Q O O) M c14 W Q UI Q_ J 354 0- W W I.r_ I N TI �0Q 352 J r N j +� II O NM O WI II 1 J 350 II UV)) CA DRILL I- �N 348 OF VERTICAL CURVE FC FINISH CONCRETE � N �3 7 < co cIm ISLAND oN ■ N L�,L ++ N Q; F• z o co J J r- 3 U LZ m OtOi X02 Z cn I 00 W r'�•)> II O W M 1 - R/W V)ova SEE SHEET 3 13 W FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. ,w I �w O JJ J4� O CT O +I lJ I __ O O) ZUO U Uj © SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. 18' DRAIN RF o TO ++ W !� i - G SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. ULi w W ST -9. O INSTALL TYPE III BARRICADE PER CALTRANS STANDARD m o i o I 000 c oo Oa~ �O I FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. J Ups O Q TO yid N ��WJ L�LnLn N COMPACTED TO 95% RELAT111E DENSITY PER C.O.B. STD. 12 C6 U) CONSTRUCT 5.5 COMBINATION SIDE=WALK PER C.O.B. STD. ST -3. -mW 00) m w�� 0 I J C.O.B. STD. ST -14. Q ,N CONSTRUCT SINGLE FAMILY DRIVE t,PPROACH PER C.OB. STD., WITH cn I SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. N __j U =D p s ,I CONSTRUCT DRIVEWAY W/3' WINGS ,t J J -1 U LZZLO `` BOREW AVENUE J J U L.L. 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 I SEE SHEET 4 OIjr[ ++ J U W U CU + OCD C) 04 t Z OO 1 O 0-m - OLn O � Q W �D: YO OO O. I -- co c14 m Ln I O 00 U ¢ d a Q w rn rn -- OCA. mM 0 00 _ + + OM� U + U C L~N zD moo m of Lr 0) F -I t� •- Q I ++ N N ++I N M I I --1--I a¢ v~i v~i I t 1 a s w Lin (nQ Q Q �� 1 1 r Q I I 1 7 cri CTI U Ln Ln MARCONI AVENUE PARETO PLACE SEE SHEET 6 SEE SHEET 5 366 _F__T 364 CONSTRUCTION 362 U > U � II �- OR (N - M �� N O M 2 -T M a II J W L -1 4J -Ir J W m 360 U L Q 14 C6 w i -J Uj =)I O Qi 358 Q( ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 I W > c0 356 0I OM j J+ II W J "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET DO LA Q O O) M c14 W Q UI Q_ J 354 0- W W I.r_ I N TI - rn 352 J r END CURVE TC TOP OF CURB U m U) O WI V 00 J 350 -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS t\ N J CD �� CA DRILL I- �N 348 OF VERTICAL CURVE FC FINISH CONCRETE � N w v~i ff EXISTING GROUND ± a - -' - L--------------- - =-31-41' v = a S=0.64% t S=0.64% cn S=0.25% W N N N C N CV N T rj po p _'PR�UIEST FLOWLINE e� M M M M rr�j M Q W j w I w `JWJ JL W W W c C c 4 . 4 M-4- .--M 10+00 11+00 12+00 LEGEND (COQ N ") cn I o II CONSTRUCTION H U > U � II �- OR (N - M �� N O M 2 -T FL a II J W L -1 4J -Ir J W m J W U (D^ d• LA Q 14 Q. i -J C O Qi U N M COV h Lc) II ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 I W > c0 O2 II 1 > - -' W W OM j J+ II W J "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET DO LA Q O O) M c14 W Q UI Q_ J ECR BC 0- W W I.r_ I N TI - rn U. W co J r END CURVE TC TOP OF CURB U m U) O WI V 00 J POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS w v~i ff EXISTING GROUND ± a - -' - L--------------- - =-31-41' v = a S=0.64% t S=0.64% cn S=0.25% W N N N C N CV N T rj po p _'PR�UIEST FLOWLINE e� M M M M rr�j M Q W j w I w `JWJ JL W W W c C c 4 . 4 M-4- .--M 10+00 11+00 12+00 _16+ 00 _ N n17+00 + N 0.56'24" E 279 98'18+00 CD -- -I- 4 l R/W 1 2 ,� . N o Il If rn l € a Ln Lc) J Q ZN L RLr LLI Q< I LL:3cp'O •t ' Q> N% W25 �O < Q J W U W ti ii OI ++ � U LL_ 3,3 I z 0 I I -' , Q W O^)a. Adm- it U a d W a vi of m 06 I f I r+)ro U tU v~) zo +�+) ++I to I Ul)� LO Q W g 24�cnV) NN� + I I no v) v) I I DULBECCO STREETCARDA S EET 4 13+00 366 -I - - -- --- 364 �- -�-- -- ' N 10 C4 362 " CN CV LO11 0 In u I ,r M M M j co M M M 360 --j j -' II•_j ,� - °�° - ' vjj vj U J � l� W Z J tNA W W m W W _ W J- W M { l..I W l m W O I O r Uj W to l oe j U I 358 W( r W Q ++liW� m� w M' d U N+ M Z o OJQ O Q W356 I a _ 0 Q m OWiG ND OH I mN a C. i Ln U n to z p W U ") - - - - - 1:42' -' -•-31? 354= 3r 4 - - - - - --- 5=0.64% 1 - S=-0.51% 5=0.7 X cn 5=0.25 0�0�� W CV N N N CN 352 LNn n n -0.25 -- - - -- - T F1- NE rLOi rte) M M M M a I W M M M Q w> W I w>> 350 - WWw -- WWW WWW W W W I a c c c c a c c c N �T N 348 M ' 10+00 11+00 12+00 13+00 DRAIN o 0 18' 8" SEWER s Cl o o 0 } M O Z II II o � p ui I I C1 11 0%1 II J c.)+ m J 19+00 V 0'56'24" E 197.00' 21 ,- LEGEND (COQ N ") cn I o II CONSTRUCTION H A r CU�Ii II _ �6m]I] �../ �� N O M 2 -T FL a II J W W J m U (D^ d• LA Q 14 Q. i -J C O Qi U N M COV h Lc) II ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 m -' st O °) W > c0 O2 OO N+ - -- OM j J+ II W J "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET DO LA Q O O) OR mO� ME o J ECR BC 0- W W I.r_ I N TI 3 U. W co J r END CURVE TC TOP OF CURB f Fa L`' LL O 1 V 00 J POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS t\ N J CD �� CA DRILL I- �N Q N OF VERTICAL CURVE FC FINISH CONCRETE JJ �3 7 < co cIm ISLAND JJ ■ N L�,L ++ N Q; F• z o co J J r- 3 U LZ m OtOi I cn E.P. F.O.C. 'd' d -ANS � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER U C.) I O �\ COMPACT SUBGRADE TO 95% OF MAX. T() 12" BEYOND ■ Ln - R/W � SEE SHEET 3 GUTTER UP TO A DEPTH OF 12". W FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. cn -- _•- O) O) J H H O W INSTALL W31(CA) SIGN WITH OM4-3 MAIRKER AT PHASE BOUNDARY OF O CT EXISTING SURVEY MONUMENT C7) O J I I __ O O) ,n Ln U Uj © SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. 18' DRAIN RF o TO ++ W !� i - _16+ 00 _ N n17+00 + N 0.56'24" E 279 98'18+00 CD -- -I- 4 l R/W 1 2 ,� . N o Il If rn l € a Ln Lc) J Q ZN L RLr LLI Q< I LL:3cp'O •t ' Q> N% W25 �O < Q J W U W ti ii OI ++ � U LL_ 3,3 I z 0 I I -' , Q W O^)a. Adm- it U a d W a vi of m 06 I f I r+)ro U tU v~) zo +�+) ++I to I Ul)� LO Q W g 24�cnV) NN� + I I no v) v) I I DULBECCO STREETCARDA S EET 4 13+00 366 -I - - -- --- 364 �- -�-- -- ' N 10 C4 362 " CN CV LO11 0 In u I ,r M M M j co M M M 360 --j j -' II•_j ,� - °�° - ' vjj vj U J � l� W Z J tNA W W m W W _ W J- W M { l..I W l m W O I O r Uj W to l oe j U I 358 W( r W Q ++liW� m� w M' d U N+ M Z o OJQ O Q W356 I a _ 0 Q m OWiG ND OH I mN a C. i Ln U n to z p W U ") - - - - - 1:42' -' -•-31? 354= 3r 4 - - - - - --- 5=0.64% 1 - S=-0.51% 5=0.7 X cn 5=0.25 0�0�� W CV N N N CN 352 LNn n n -0.25 -- - - -- - T F1- NE rLOi rte) M M M M a I W M M M Q w> W I w>> 350 - WWw -- WWW WWW W W W I a c c c c a c c c N �T N 348 M ' 10+00 11+00 12+00 13+00 DRAIN o 0 18' 8" SEWER s Cl o o 0 } M O Z II II o � p ui I I C1 11 0%1 II J c.)+ m J 19+00 V 0'56'24" E 197.00' 21 ,- LEGEND (COQ N ") cn I o II CONSTRUCTION I- U F- (n w 4 4- 3 R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: 'Rt -1' - STOP0CURVE "S5-2" II o O O M 2 -T FL FLOWLINE POVC POINT ON VERTICAL CURVE W > z 11 Q 14 > W�' 13 C zLLJ�W ■ U W an W' ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 FLOWLINE STATION -SEE TA3LE LLI O2 LNaJ ` � � z "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET Elf Z o N ECR BC J ¢t-- � Jtb NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT -�� 3 U. W co � END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD 'WI -l' - CURVE ARROW J r.: r-: w Ed v ' N J POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CALTRANS S''ANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. o N �� ULi CONSTRUCT HANDICAP RAMP PER CALTFANS 2002 REVISED DUAL r`�J``NI 0 C OF VERTICAL CURVE FC FINISH CONCRETE JJ Upmi I Q i JJ ■ N L�,L ++ N Q; F• U Li ++ J J PROPERTY LINE R/W RIGHT-OF-WAY R REFER TO SEWER & STORM DRAIN P U LZ m OtOi I LO tDQ NL'i E.P. F.O.C. 'd' d -ANS � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER U C.) I O r I COMPACT SUBGRADE TO 95% OF MAX. T() 12" BEYOND ■ Ln - 1 � SEE SHEET 3 GUTTER UP TO A DEPTH OF 12". W FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. cn -- _•- O) O) J H H O W INSTALL W31(CA) SIGN WITH OM4-3 MAIRKER AT PHASE BOUNDARY OF O CT EXISTING SURVEY MONUMENT C7) O J I I __ O O) ,n Ln U U Ln z o I © SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. OVER 0.40' AGGREGATE BASE CVER 1.00' COMPACTED O.G. TO ++ W !� i r` r - G SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATNE DENSITY PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD m o i ■ 0 ■ ■ ■ ■ � TRACT BOUNDARY I 000 c oo Oa~ PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. I FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. UQQ OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO oM �Q¢ L�LnLn 15 COMPACTED TO 95% RELAT111E DENSITY PER C.O.B. STD. 12 C6 U) CONSTRUCT 5.5 COMBINATION SIDE=WALK PER C.O.B. STD. ST -3. F� 00) m w�� I C.O.B. STD. ST -14. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS ,N CONSTRUCT SINGLE FAMILY DRIVE t,PPROACH PER C.OB. STD., WITH EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 9 I ,I CONSTRUCT DRIVEWAY W/3' WINGS ,t PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) - - - - - BOREW AVENUE 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 SEE SHEET 4 (STA. 10+00.00 TO 20+36.95) SCALE: 1" = 50' HORIZONTAL - - - -T 366 CD N _ N 364 - - � _ LO nto Lil LD N cal L� II L M �L'I r7 t0 to N -.e> m N N U. _ - M - -- �' 362 II '- ,�� LO I Cu M > 00 v M M > W W •Lil+-)WZ j j D:>i j Jj LU Wj >: U p �- W J CJ I J L.� J - W .W_I C.3 - u.i J J s� W .. �- _ - OI 360 N N W 0, W W m W - W _ Y p) T �i LO W W w cnNe M �WLd rn -- Z) �^ j - + + J CTI CA- O W w ---------- - - - - -- - W M - m o+p - a 358 rY L; M j Ln o u+, LD Q ,�� EXISTING GROUND m r� Q Q {I m N v - I CI) �� z �T .� Y -� i �^ WU _ ml _ - _ Wvt-- rn L) v~)z0w �?� In ' �� -- _- ---- `�Q'�------- --- _L 4ZL12_ _j 356 �) --� -- --- mV) W ---wW U cnzow ------ 1 S=0.51% 5=-0.35% _ ► - �-_ - s-' --- I s_c.�a% 354 t% I- = 31:42' U �.42' - - Q -0.35% S=0.61% - M M .. N S=0.51% S- 0.51% Ll� Lica --�- N O LD N M M M i -- z S=0.25%- Ln Ln Lo c0 Ln Ln + - - - t 352 LO LO LO L� n LNn S=-0.25% T � � M M M r7 M M, W W 'W N > j : I •'>ju L� 350 a w W W W W -W \\ M a c a -a c c - --�N- .tN� -- - - - 348 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 20+36.95) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL __T - -� -T_ 366 - - w - N -� - - N " 364 -- - - LV Ln �; � a Ln Ca N U.) rrj ' '`�� LO K)) I UI) 3 ao v 'v Ln sl - IN II= N N N tN �• ro j M - �w 362 M )� > Lt Ln I LO W J II w rLr Ln jj t j L? W _ w W M M j J J LJ �' T _ U U bi LJ � w W - o' 360 LCN W -- - W W W m LJ L.J " r - W J C" Of a' tT WI r ;L ^ WI M •NJ� ZT Lo owe -- + + _ 358 W L) Q M + al L�+� + Q EXISTING GRAND _ : Q m �I N r �i __ �� a- cn N F- 43 m Id 356 wv~i o0i m Fa -O � ti o� _- �r--m-�OaLI� J- ___�__ mLn - L= 47.12' i -- --.-.� - U LU (n U A LO Ow _ - -- ------ ---- c=1.0 - I -+- - --... S=C f38% Ln -?A? -- 31.42' J L = 31.42' - S- - I 354 S=-0.35% a S=0.51% "I 3=-0.51% S=0.35% I M M W - S=0.25%- N Ln �> - �-- j � I 352 c� N N N N cV S=-0.25% W W ,J J M M M N) M M EA T FLOWiJ LJLJ W w a +I jjII --- - - '' 350 ---�- W J W - ----I Wi ld _j ! \IWI c c < I \ N 14+00 15+00 (STA. 10+00.00 TO Z 0+36.95) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VEPTICAL 16+00 17+00 18+00 19+00 20+00 - - - 348 LEGEND: LEGEND (COQ ■ CONSTRUCTION 4 ■ ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: 'Rt -1' - STOP0CURVE "S5-2" NUMBER FOR CURVE DESCRIPTION o O \i FL FLOWLINE POVC POINT ON VERTICAL CURVE " - END SCHOOL ZONE R6-1 - ONE WAY z 11 \\ CENTERLINE BVC BEGIN VERTICAL CURVE ■ci ITEM OF WORK - SEE SCHEDULE ui r�� L1- ■ U W an W' ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 FLOWLINE STATION -SEE TA3LE LLI O2 LNaJ ` � � z "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET Elf Z LLJ U) m Y IL ECR BC ■ � Jtb NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT !L 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD 'WI -l' - CURVE ARROW J rL x v ' w J POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CALTRANS S''ANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. U CJ O CONSTRUCT HANDICAP RAMP PER CALTFANS 2002 REVISED DUAL W OF VERTICAL CURVE FC FINISH CONCRETE i I f7 W ■ CA u-) i m ■ M L� f Q; F• ++ P/L PROPERTY LINE R/W RIGHT-OF-WAY R REFER TO SEWER & STORM DRAIN P C-4 r I C� E.P. F.O.C. EDGEPAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER -ANS � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER + C� r I COMPACT SUBGRADE TO 95% OF MAX. T() 12" BEYOND ■ Ln Ln Ln BERKSHIRE ROAD � SEE SHEET 3 GUTTER UP TO A DEPTH OF 12". Q (STA. 10+00.00 TO 20+36.95) SCALE: 1" = 50' HORIZONTAL - - - -T 366 CD N _ N 364 - - � _ LO nto Lil LD N cal L� II L M �L'I r7 t0 to N -.e> m N N U. _ - M - -- �' 362 II '- ,�� LO I Cu M > 00 v M M > W W •Lil+-)WZ j j D:>i j Jj LU Wj >: U p �- W J CJ I J L.� J - W .W_I C.3 - u.i J J s� W .. �- _ - OI 360 N N W 0, W W m W - W _ Y p) T �i LO W W w cnNe M �WLd rn -- Z) �^ j - + + J CTI CA- O W w ---------- - - - - -- - W M - m o+p - a 358 rY L; M j Ln o u+, LD Q ,�� EXISTING GROUND m r� Q Q {I m N v - I CI) �� z �T .� Y -� i �^ WU _ ml _ - _ Wvt-- rn L) v~)z0w �?� In ' �� -- _- ---- `�Q'�------- --- _L 4ZL12_ _j 356 �) --� -- --- mV) W ---wW U cnzow ------ 1 S=0.51% 5=-0.35% _ ► - �-_ - s-' --- I s_c.�a% 354 t% I- = 31:42' U �.42' - - Q -0.35% S=0.61% - M M .. N S=0.51% S- 0.51% Ll� Lica --�- N O LD N M M M i -- z S=0.25%- Ln Ln Lo c0 Ln Ln + - - - t 352 LO LO LO L� n LNn S=-0.25% T � � M M M r7 M M, W W 'W N > j : I •'>ju L� 350 a w W W W W -W \\ M a c a -a c c - --�N- .tN� -- - - - 348 14+00 15+00 16+00 17+00 18+00 19+00 20+00 (STA. 10+00.00 TO 20+36.95) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL __T - -� -T_ 366 - - w - N -� - - N " 364 -- - - LV Ln �; � a Ln Ca N U.) rrj ' '`�� LO K)) I UI) 3 ao v 'v Ln sl - IN II= N N N tN �• ro j M - �w 362 M )� > Lt Ln I LO W J II w rLr Ln jj t j L? W _ w W M M j J J LJ �' T _ U U bi LJ � w W - o' 360 LCN W -- - W W W m LJ L.J " r - W J C" Of a' tT WI r ;L ^ WI M •NJ� ZT Lo owe -- + + _ 358 W L) Q M + al L�+� + Q EXISTING GRAND _ : Q m �I N r �i __ �� a- cn N F- 43 m Id 356 wv~i o0i m Fa -O � ti o� _- �r--m-�OaLI� J- ___�__ mLn - L= 47.12' i -- --.-.� - U LU (n U A LO Ow _ - -- ------ ---- c=1.0 - I -+- - --... S=C f38% Ln -?A? -- 31.42' J L = 31.42' - S- - I 354 S=-0.35% a S=0.51% "I 3=-0.51% S=0.35% I M M W - S=0.25%- N Ln �> - �-- j � I 352 c� N N N N cV S=-0.25% W W ,J J M M M N) M M EA T FLOWiJ LJLJ W w a +I jjII --- - - '' 350 ---�- W J W - ----I Wi ld _j ! \IWI c c < I \ N 14+00 15+00 (STA. 10+00.00 TO Z 0+36.95) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VEPTICAL 16+00 17+00 18+00 19+00 20+00 - - - 348 LEGEND: LEGEND (COQ LEGEND C NT.: CONSTRUCTION NOTES: ABBREVIATIONS R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: 'Rt -1' - STOP0CURVE "S5-2" NUMBER FOR CURVE DESCRIPTION a O CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 FL FLOWLINE POVC POINT ON VERTICAL CURVE " - END SCHOOL ZONE R6-1 - ONE WAY V i- CL CENTERLINE BVC BEGIN VERTICAL CURVE 'R5-1" - DO NOT ENTER "W31(CA)' - END ITEM OF WORK - SEE SCHEDULE ui m I i I I ELEV ELEVATION EVC END VERTICAL CURVE 'R26(CA)" - NO PARKING ANYTIME "W14-1" - DEAD END "W14-2 FLOWLINE STATION -SEE TA3LE O2 CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD ST -3 BCR BEGIN CURB RETURN PI POINT OF INTERSECTION "R3-7" - RIGHT LANE MUST TURN RIGHT - NO OUTLET L I= 0 IL ECR BC END CURB RETURN PRC POINT OF REVERSE CURVATURE BEGIN CURVE PCC POINT OF COMPOUND CURVATURE "R4-7" - KEEP RIGHT "Wl-7" - DOUBLE ARROW "R81(CA)" -BIKE LANE "Wl-6" - SINGLE ARROW NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL PERMANENT !L 3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. EC END CURVE TC TOP OF CURB 'W3-3" - SIGNAL AHEAD 'WI -l' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE TI-ERMOPLASIIC PAINT rL x Cs 2: w PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT -- o STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS PER CALTRANS S''ANDARD SPECIFICATION PTH-02ALKYD. ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O CONSTRUCT HANDICAP RAMP PER CALTFANS 2002 REVISED DUAL W OF VERTICAL CURVE FC FINISH CONCRETE UNIT STANDARD PLAN R.S.P. A88A-CAS = A. P.O.C. POINT ON CURVE FC FINISHED CONCRETE 0 STORM DRAIN MANHOLE - f Q; F• co c� it P/L PROPERTY LINE R/W RIGHT-OF-WAY R REFER TO SEWER & STORM DRAIN P 0 030 CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. E.P. F.O.C. EDGEPAVEMENT A.P. ANGLE POINT FACE OF CURB C/G CURB AND GUTTER -ANS � CONSTRUCT TYPE "A" CATCH BASIN WITH 3.5' OPENING PER NOTES: C� O COMPACT SUBGRADE TO 95% OF MAX. T() 12" BEYOND P.A.F.L PARKING AREA FLOW LINE C.O.B. STD. D-14, UNLESS NOTED O�IiERWISE. � GUTTER UP TO A DEPTH OF 12". Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. s SEWER - REFER TO SEWER & STOR6DRAIN PLANS 1. SEE SEWER AND STORM DRAIN PLANS FOR STORM DRAIN AND SEWER DETAILS. INSTALL W31(CA) SIGN WITH OM4-3 MAIRKER AT PHASE BOUNDARY OF EXISTING SURVEY MONUMENT 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. I O6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. c FURNISH &INSTALL STREET SIGN PER C.O.B. STD. T-1. © SEWER MANHOLE -REFER SEWER &STORM DRAIN PLANS. OVER 0.40' AGGREGATE BASE CVER 1.00' COMPACTED O.G. TO REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. G SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATNE DENSITY PER C.O.B. STD. ST -9. O7 INSTALL TYPE III BARRICADE PER CALTRANS STANDARD ■ 0 ■ ■ ■ ■ � TRACT BOUNDARY 3. BERKSHIRE ROAD - PAVEMENT TO BE 0.30' TYPE "B" A.C. PLAN A73C WITH W-31(CA) SIGN WITH OM4-3 MARKER. _o- FURNISH &INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO � r STANDARD OR APPROVED EQUAL. UNIT BOUNDARY COMPACTED TO 95% RELAT111E DENSITY PER C.O.B. STD. ST -9. 8 O CONSTRUCT 5.5 COMBINATION SIDE=WALK PER C.O.B. STD. ST -3. -E FURNISH & INSTALL STREET LIGHT -9500 LUMEN PERBE SECT1aN DESIGNATION: C.O.B. STD. ST -14. 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS CONSTRUCT SINGLE FAMILY DRIVE t,PPROACH PER C.OB. STD., WITH EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 9 ADA PEDESTRIAN WALKWAY PER D. --TAIL ON SHEET 1. CONSTRUCT DRIVEWAY W/3' WINGS A PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) - - - - - 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 STANDARD SPECIFICATION PHT-02ALKYD. SHEET WHERE SECTION IS SHOYM SCALE: == 50' 50 25 0 -50 100 Know what"s below. Call before you dig. C11-YRECORDS NO C b /u Til 1 �� If 1 �� Fm: t �I r I �`1 a� L_ I IT O rr) coco C f- Cy) O C z L4]i) L � 't - z 0 m - 1 o. L w ccs cLL_ W c crf C\ of w Q IJ _ m Of -j\ \JN N GJ r P) coZ atIl tD a J V i- uj Z W ui m I i I I Z tt f, rA �- 0 L I= 0 IL 0 !L Z W ,� �• 0 m rL x Cs 2: w ri■ W W f; f Q; F• co c� it 0 030 i. cY C� 0 I' c, c) P) coZ atIl 04 a J i- uj Z W ui m tQ W tt f, rA �- :c L I= 0 IL 0 '• Z W ,� �• 0 m rL x Cs 2: ri■ W W f; Q; F• co c� it 0 030 i. cY C� I' c, c) I c L 0 5.00' SWALE FLOWLINE 1.0v 2 -INCHES BELOW CURB AND GUTTER FLOWLINE 352.98 I TEMP. SUMP BOTTOM ELEVATION = 351.30 6" AC SWALE 3,5,9 80 FC. ■ F WEST FACE OF CURB/ J FLOWLINE ■,q Cp 0 C14 W ■ o 0 G ?p �- (n 19% E SWALE DETAIL 9 SCALE: 1"=10' HORIZONTAL I 2' I Q O Z W O Z m o EXISTING ¢ U - GROUND * VARIES ** 2:1 SLOPE F SECTION g SCALE: 1"=10' HORIZONTAL 1 "=5' VERTICAL TEMPORARY SUMP 30x6Ox15 i PROVIDED VOLUME: 0.06 AC -FT VOLUME: 57' x 27' x 1.5'=2,309 FT3 VOLUME REQUIRED: 2,309 FT3 / 43560 = 0.05 AC -FT REQUIRED VOLUME: 0.06 AC -FT AC -FT AREA: 0.29 ACRES C: 0.95 VOLUME REQUIRED: 0.15 X (0.95 X 0.29) = 0.04 366 364 362 360 358 356 354 352 -- 350 348 346 13+00 366 364 362 360 358 356 354 352 350 348 346 Go BARSAN11 I z AVENUE , r I I + CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 U Li Ln i ao �bf SEE SHEET 7 LII to 1 Q N o�I I 2 4 Lri c co of Y Gf v � to m }I W 3 I,' I + LJi �R/W 2 4 CO n 4 R/W 1 , ¢ I ck l Uf F-1- Im ' co - i Q� 2 �o� m I C1 w b o I� IL�;�� 23 (D U 16+00 17+00 � �~-.01 o i ■ o o r` mN� o a? on_ N rn Q x 0l Co' C ) I _ oI o O c" COMPACT SUBGRADE TO 95% OF MAX. TO 12" 3EYOND ls�CONSTRUCT TYPE "A" CATCH BASIN WITH 3..' OPENING PER Ln + CR M GUTTER UP TO P. DEPTH OF 12". N� �� 2� r j _ INSTALL W31(CA) SIGN WITH OM4-3 MARKER A�� PHASE BOUNDARY OF • s SEWER -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. >:J �6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTi=J AT THE SAME TIME. Lri (n - REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. IW 1 6 72 -I`' - - i PROVIDED VOLUME: 0.06 AC -FT VOLUME: 57' x 27' x 1.5'=2,309 FT3 VOLUME REQUIRED: 2,309 FT3 / 43560 = 0.05 AC -FT REQUIRED VOLUME: 0.06 AC -FT AC -FT AREA: 0.29 ACRES C: 0.95 VOLUME REQUIRED: 0.15 X (0.95 X 0.29) = 0.04 366 364 362 360 358 356 354 352 -- 350 348 346 13+00 366 364 362 360 358 356 354 352 350 348 346 Go I1 I z i � (n , r I I + CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 U Li Ln i ao �bf r LII to 1 Q N o�I I 2 4 Lri c co of Y Gf v � to m }I W 3 I,' I + �R/W 2 4 CO n 4 R/W 1 , ¢ I F'ril Uf F-1- Im () co - o C1 I C1 � b o r`, C-4 15+00 770-567 W"140.08' (D U 16+00 17+00 � �~-.01 o i REFER TO SEWER & STORM DRAIN PLANS S 0'76'24" W 280.05' rn o x m C ) I _ oI o O c" COMPACT SUBGRADE TO 95% OF MAX. TO 12" 3EYOND ls�CONSTRUCT TYPE "A" CATCH BASIN WITH 3..' OPENING PER NOTES: CR M GUTTER UP TO P. DEPTH OF 12". V a II 2� PORTION OF PAR 2 Z °' 0 o PN11111 07-0742 m (air 0 VACANT - ZONED R-1 �,m N J J O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 U Li -! J -L -J I LZ ZZ m W o�I Go Go CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PEI? C.O.B. STD ST -3 c co of Y Gf Wulr, (nom + Ij Xa)cy, W m ml++7 I �) STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT <' d m Ln (n F'ril Uf F-1- Im () C� Ln (n LOMBROSO STREET (STA. 14+17.85 --0 18+37.99) SCALE: 1" = 50' HORIZONTAL I a) i I J J U Li �f M M F, LU -- C N m -- . .- n I� ICJ � I m (n PROPOSED WEST FLOWLINE - S="' 14+00 15+00 16+00 17+00 (STA. 14+17.85 -'-0 18+37.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5VERTICAL MARCONI AVENUE SEE SHEET 6 11 J I 1 CURVE NUMBER FOR CURVE DESCRIPTION � 1 Tt O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 26mJ 0 I - DO NOT ENTER "R26(CA)" - NO PARKING ANYTIME "W14-1' - DEA) END 11:1 FLOWLINE STATION -SEE TABLE o�I O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PEI? C.O.B. STD ST -3 Q NO1E: I , 1214, SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL 'ERMANENT I- I INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. I STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT N^3 I �C z PEF' CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Im -' I - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS (DI In UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - -� � �to i REFER TO SEWER & STORM DRAIN PLANS L rn w z x m C ) I M c" COMPACT SUBGRADE TO 95% OF MAX. TO 12" 3EYOND ls�CONSTRUCT TYPE "A" CATCH BASIN WITH 3..' OPENING PER NOTES: 1-• M GUTTER UP TO P. DEPTH OF 12". C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. I 2� j INSTALL W31(CA) SIGN WITH OM4-3 MARKER A�� PHASE BOUNDARY OF • s SEWER -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. >:J �6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTi=J AT THE SAME TIME. 01 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. IW 1 6 72 3 �o --- BE COMPACTED TO 95% RELATIVE DEN:3ITY PER C.O.B. STD. ST -9. 7� INSTALL END -OF -STREET STANDARD TYF".= III BARRICADE CO Q� Li 18+00 01 OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO TRACT BOUNDARY UNIT BOUNDARY J J U Li �f M M F, LU -- C N m -- . .- n I� ICJ � I m (n PROPOSED WEST FLOWLINE - S="' 14+00 15+00 16+00 17+00 (STA. 14+17.85 -'-0 18+37.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5VERTICAL 13+00 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT - FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -CD-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) EXISTING GROUND ROUND - 14+00 15+00 16+00 17+00 (STA. 14+17.85 TO 18+37.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 334 362 360 358 3,136 354 352 350 348 18+00 W oa �z Mo �cr-, a o� rn 14* POrn L 00 V) N 366 364 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" a� CITY PARK PROPERTY o: R/Wz R/W O a of i c , cTIN niN r.' L r.' I W Z I Cp I U- I I COMBINATION SVEWALK PROPOSED TYPE 'B' CURB & GUTTER 2.0% 0.20' A.C. PAVMIGJ 0.40' AGG. BASE 1.0' COMPACTED O.G. TI 95% RELATIVE DENSITY 2.0% D LOCAL STREET SECTION g SCALE: 1"=10' HORIZONTAL 1'=5' VERTICAL TI = 4.5 R=55 LEGEND (CONT.): LEGEND (CONT.L CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: �- 'R1-1' - STOP "55-2" 1 CURVE NUMBER FOR CURVE DESCRIPTION � O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 -END 3(IOOL ZONE 'R6-1" - ONE WAY 'R5-1" "W31(CA)" - BD 0 - DO NOT ENTER "R26(CA)" - NO PARKING ANYTIME "W14-1' - DEA) END 11:1 FLOWLINE STATION -SEE TABLE J O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PEI? C.O.B. STD ST -3 "R3-7" - RIGHT LANE MUST TURN RIGHT "W14-2' - NO OUTLET NO1E: C, , 'R4-7" - KEEP RIGHT() Wl-7 - DOUELE ARROW R81 CA " - BIKE LANE "WI -6" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL 'ERMANENT I- O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3-3' - SIGNAL AHEAD 'W1-1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT In �C L PEF' CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Im CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. In UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - Ix: i REFER TO SEWER & STORM DRAIN PLANS L w z x I--- C ) I M COMPACT SUBGRADE TO 95% OF MAX. TO 12" 3EYOND ls�CONSTRUCT TYPE "A" CATCH BASIN WITH 3..' OPENING PER NOTES: 1-• M GUTTER UP TO P. DEPTH OF 12". C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS =0R STORM DRAIN j INSTALL W31(CA) SIGN WITH OM4-3 MARKER A�� PHASE BOUNDARY OF • s SEWER -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. >:J �6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTi=J AT THE SAME TIME. (0 SEWER MANHOLE - REFER SEWER & STORM )RAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DEN:3ITY PER C.O.B. STD. ST -9. 7� INSTALL END -OF -STREET STANDARD TYF".= III BARRICADE 3. BERKSHIRE ROAD -- PAVEMENT TO BE 0.30' TYPE "B" A.C. Q� Li ■■�■■�■■s TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO r W' �L UNIT BOUNDARY CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. cq f- 0 ST -9. SECTION DESIGNATION: 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS W fl- UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. OSEE 9 REQUIREMENTS DETAIL ON SHEET 1. A �+ 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 W G STANDARD SPECIFICATION PHT-02ALKYD. MEET MERE SECTION IS SHOWN U Q Q- V) a A'* - -S=0.25% / c PROPOSED EAST FLOWLINE EXISTMIG G _ I 1 13+00 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE Q FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT - FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. + FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. -CD-- FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. -E- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT 18' BOTTOM WIDTH DRIVEWAY W/3' WINGS PER C.O.B. STD. ST -4. (UNLESS OTHERWISE NOTED) EXISTING GROUND ROUND - 14+00 15+00 16+00 17+00 (STA. 14+17.85 TO 18+37.99) SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 5' VERTICAL 366 334 362 360 358 3,136 354 352 350 348 18+00 W oa �z Mo �cr-, a o� rn 14* POrn L 00 V) N 366 364 362 360 358 356 354 352 350 348 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" a� CITY PARK PROPERTY o: R/Wz R/W O a of i c , cTIN niN r.' L r.' I W Z I Cp I U- I I COMBINATION SVEWALK PROPOSED TYPE 'B' CURB & GUTTER 2.0% 0.20' A.C. PAVMIGJ 0.40' AGG. BASE 1.0' COMPACTED O.G. TI 95% RELATIVE DENSITY 2.0% D LOCAL STREET SECTION g SCALE: 1"=10' HORIZONTAL 1'=5' VERTICAL TI = 4.5 R=55 LEGEND (CONT.): LEGEND (CONT.L CONSTRUCTION NOTES: R1-1 FURNISH & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-2: �- 'R1-1' - STOP "55-2" 1 CURVE NUMBER FOR CURVE DESCRIPTION � O1 CONSTRUCT TYPE "B" CURB &GUTTER PER C.O.B. STD ST -1 -END 3(IOOL ZONE 'R6-1" - ONE WAY 'R5-1" "W31(CA)" - BD C\ ) ITEM OF WORK -SEE SCHEDULE - DO NOT ENTER "R26(CA)" - NO PARKING ANYTIME "W14-1' - DEA) END 11:1 FLOWLINE STATION -SEE TABLE J O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PEI? C.O.B. STD ST -3 "R3-7" - RIGHT LANE MUST TURN RIGHT "W14-2' - NO OUTLET NO1E: C, , 'R4-7" - KEEP RIGHT() Wl-7 - DOUELE ARROW R81 CA " - BIKE LANE "WI -6" - SINGLE ARROW SEE CALTRANS TRAFFIC MANUAL FOR DETAILS. ALL 'ERMANENT I- O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. 'W3-3' - SIGNAL AHEAD 'W1-1' - CURVE ARROW STRIPING & PAVEMENT MARKINGS TO BE THERMOPLASTIC PAINT (/! �C L PEF' CALTRANS STANDARD SPECIFICATION PTH-02ALKYD. Im CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED DUAL - - STORM DRAIN - REFER TO SEWER & STORM DRAIN PLANS ALL TEMPORARY STRIPING SHALL BE NON -THERMOPLASTIC. O UNIT STANDARD PLAN R.S.P. A88A-CASE A. ® STORM DRAIN MANHOLE - Ix: CONSTRUCT 12' WIDE CROSS GUTTER PER C.O.E. STD. ST -17. REFER TO SEWER & STORM DRAIN PLANS L w z x I--- C ) I co COMPACT SUBGRADE TO 95% OF MAX. TO 12" 3EYOND ls�CONSTRUCT TYPE "A" CATCH BASIN WITH 3..' OPENING PER NOTES: 1-• Ll GUTTER UP TO P. DEPTH OF 12". C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. 1. SEE SEWER AND STORM DRAIN PLANS =0R STORM DRAIN wl INSTALL W31(CA) SIGN WITH OM4-3 MARKER A�� PHASE BOUNDARY OF • s SEWER -REFER TO SEWER &STORM DRAIN PLANS AND SEWER DETAILS. �6 TRACT IF ADJACENT PHASE IS NOT CONSTRUCTi=J AT THE SAME TIME. (0 SEWER MANHOLE - REFER SEWER & STORM )RAIN PLANS. 2. LOCAL STREETS - PAVEMENT TO BE 0.20' TYPE "B" A.C. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO SEWER CLEANOUT - REFER TO SEWER & STORM DRAIN PLANS. BE COMPACTED TO 95% RELATIVE DEN:3ITY PER C.O.B. STD. ST -9. 7� INSTALL END -OF -STREET STANDARD TYF".= III BARRICADE 3. BERKSHIRE ROAD -- PAVEMENT TO BE 0.30' TYPE "B" A.C. PER CALTRANS A73C SEE DETAIL ON SH--. 7. ■■�■■�■■s TRACT BOUNDARY OVER 0.40' AGGREGATE BASE OVER 1.00' COMPACTED O.G. TO UNIT BOUNDARY CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. BE COMPACTED TO 95% RELATIVE DEN 3ITY PER C.O.B. STD. ST -9. SECTION DESIGNATION: 4. ALL CATCH BASINS TO BE TYPE "A" WITH 3.5' OPENINGS UNOBSTRUCTED PEDESTRIAN WALKWAY PER A.D.A. SECTION LETTER PER C.O.B. STD. D-14, UNLESS NOTED OTHERWISE. OSEE 9 REQUIREMENTS DETAIL ON SHEET 1. A -- -- - 10 PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER CALTRANS 2 STANDARD SPECIFICATION PHT-02ALKYD. MEET MERE SECTION IS SHOWN LU Z a J U - I J , 1 COMBINATION SIDEWALK PROPOSED CURB & GUTTER EXISTING GROUND 21 MAX SLOPE SCALE: 1 " = 50' 50 25 O 50 100 Know what's below. call before you dig, } cv, m J r Ur C, , I- CL � z (/! �C L ( jl Im CO 0 cr C► caz Ix: '+('i L w z x I--- C ) I co L11 1-• Ll wl 0d F- <10 n llU1 CITY RECORDS NO: cv, J r Ur C, , I- CL � (/! �C L ( jl Im CO LU cr C► caz Ix: '+('i w z x I--- C ) I co L11 1-• Ll llU1 CITY RECORDS NO: BEGIN STRIPING/REVERSE CURVE BEGIN STRIPING REMOVAL STA. 10+00.00 C.L. 15.00 LT. _\ f u13imWI�k 8+00 9+00 y - - - - ULTIMATE LINE OF SIGHT-:-/- 80' IGHT I 80' x 20' TEMP. SUMP 21 —5 85'48'05" E 336.96', 11 +00 12+00 LINE OF SIGHT CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C2 1000.00' 73.28' 36.66' 411'56" C3 1000.00' 54.18' 27.10' 3'06'16" 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 EC END CURVE TC TOP OF CURB PIVC POINT OF INTERSECTION TP TOP OF PAVEMENT OF VERTICAL CURVE FC FINISH CONCRETE P.O.C. POINT ON CURVE FC FINISHED CONCRETE PA PROPERTY LINE R/W RIGHT-OF-WAY E.P. EDGE OF PAVEMENT A.P. ANGLE POINT F.O.C. FACE OF CURB C/G CURB AND GUTTER P.A.F.L. PARKING AREA FLOW LINE © FURNISH & INSTALL SURVEY MONUMENT PER C.O.B. STD. ST -13. EXISTING SURVEY MONUMENT + FURNISH & INSTALL STREET SIGN PER C.O.B. STD. T-1. --¢-- FURNISH & INSTALL METRO STREET SIGN PER C.O.B. STD. T-1. FURNISH & INSTALL STREET LIGHT -5800 LUMEN PER C.O.B. STANDARD OR APPROVED EQUAL. �- FURNISH & INSTALL STREET LIGHT -9500 LUMEN PER C.O.B. STD. ST -14. EXISTING STREET LIGHT PER SEPARATE APPROVED STREET PLANS CONSTRUCT DRIVEWAY W/3' WINGS PER C.O.B. STD. ON SHEET 1. (UNLESS OTHERWISE NOTED) REMOVE i EX. DETAIL 21 13+00 DETAIL 21 G21Q c—c=— _--_ �= �� -- -- -- -- -- -- J r-:-- -- -- EX. DET. 27(8)_ _ n �+ ------ ----------- 14+00 --------------F + 15+00 16+00 .�-'�. 17+00 18+00 - - -- - - - - - - - DETAIL 21 ��-- i--���.. "� _ �- --- _-- 19+0O d -- -+-) EXISTING DETAIL 21 - - - - - LINE OF SIGHT-,.,, ------I-------------- -- BERKS)HIRE ROAD STRIPING PLAN (STA. 10+00.00 TO 18+01.57) SCALE: 1" = 50' HORIZONTAL ---- is iC = I 1 m — — ___1K OD -IIA ci ------ "�— - - Co L- F- i -� U '� n C9 Z fD 0 all zo I o a o ^ I Fo Z 1 I I /LLJ Y1 W LU N _j w (o I I I BERKS)HIRE ROAD STRIPING PLAN (STA. 10+00.00 TO 18+01.57) SCALE: 1" = 50' HORIZONTAL ---- is iC = I 1 m — — ___1K OD 0� di a m v: rn 0 - r') Co °0 F- i z - �- '� n O Z cx) 0 all 0 -� I Q J o a o L Li M _j w (o =� U (V 0 w Ii cJ W a d �, f+ I i 63 .J b, IL Sc 0� di a m v: 0 i z 0 all cQZ L w Ii o' �, f+ I i .J IL .J 0 V Z --- -- --- RIGHT OF WAY BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION NOTES: 0 Z all cQZ Ii �, f+ .J IL .J dl V Z --- -- --- RIGHT OF WAY BIKE LANE MARKINGS PER CAL -TRANS STANDARDS CONSTRUCTION NOTES: �t d ® a — — EDGE OF PAVEMENT �' CAL -TRANS TYPE IV ARROW Ol CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD ST -1 `_ _: PLEFT MEDIAN OR RIGHT AS APPLICABLE c�! a. CAL -TRANS TYPE 1 (10) ARROW O CONSTRUCT 4.5' STANDARD TYPE SIDEWALK PER C.O.B. STD 3T-3 39 CAL -TRANS MARKER OR STRIPING DETAIL NUMBER fr. 39 T TEMPORARY CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL --TRANS TYPE VI ARROW O3 INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL T-1. ' w �� 0) 0 39 F FUTURE CAL -TRANS MARKER OR STRIPING DETAIL NUMBER CAL -TRANS TYPE VIII ARROW t0 Z 0 Ix CONSTRUCT HANDICAP RAMP PER CALTRANS 2002 REVISED L UAL R1-1 i FURNISH &INSTALL TRAFFIC SIGNS PER C.D.B. STD. T-2: CAL -TRANS TYPE VII ARROW LEFT OR RIGHT AS APPLICABLE UNIT STANDARD PLAN R.S.P. A88A-CASE A. LUC; W 'R1-1" - STOP 'W1-7' - DOUBLE ARROW 'R6-1" - ONE WAY "W1-6' - SINGLE ARROW CAL -TRANS TYPE III ARROW LEFT OR RIGHT AS APPLICABLE CONSTRUCT 12 WIDE CROSS GUTTER PER C.O.B. STD. ST -17. , = z: "R5-1" - DO NOT ENTER 'W1-1' -CURVE ARROW "R26(CA)" CAL -TRANS TYPE 1(18) ARROW 5 O COMPACT SUBGRADE TO 95% OF MAX. TO 12" BEYOND $ F, W - NO PARKING ANYTIME "W3-3" - SIGNAL AHEAD 'R3-7" GUTTER UP TO A DEPTH OF 12". , �� Yhe - RIGHT LANE MUST TURN R1' - STOP AHEAD 'R4-7" "S5-2' CAL -TRANS TYPE III B ARROW ® s; - KEEP RIGHT - END SCHOOL ZONE "R81(CA)" "S4-2' INSTALL W31(CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF W. - BIKE LANE - WHEN CHILDREN ARE PRESENTCAL-TRANS "W31(CA)' "S4-3' TYPE II ARROW ® TRACT IF ADJACENT PHASE IS NOT CONSTRUCTED AT THE SAME TIME. COT -END -SCHOOL "W14-1" "R2-1" LEFT OR RIGHT AS APPLICABLE REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. �, -DEAD END -SPEED LIMIT 20 - "W14-2' NO OUTLET CAL -TRANS TYPE II B ARROW SCALE: 1 " = 50' �C below. = ; STOP 'STOP" MARKING PER CAL -TRANS STANDARDS O PER PAN A73CINSTALL TYPWITH W-31(CAIII BAD) SIGN WIITHRANS OM4-3TMARA ER. ^ OW what's ��, 25 0 50 , oo Call before dig. 41 NOTE: AHEAD "AHEAD' MARKING PER CAL -TRANS STANDARDS ® CONSTRUCT 5.5' COMBINATION SIDEWALK PER C.O.B. STD. ST -3. you -- c! :' SEE CALTRANS TRAFFIC MANUAL FOR DETAILS AL 'HANDICAP" MARKING PER CAL -TRANS STANDARDS a� STRIPING SHALL BE STRIPING TAPE (SSP) OR CONSTRUCT SINGLE FAMILY DRIVE APPROACH PER C.013. STD., WITS -a-- - WATERBOURNE PAINT. ALL OTHER STRIPING AND e%ii� "RR ANG' MARKING PER CAL-TFANS STANDARDS ADA PEDESTRIAN WALKWAY PER DETAIL ON SHEET 1. MARKING SHALL BE THERMOPLASTIC PER CALTRANS STANDARD SPECIFICATION 8010-21C-19, UNLESS FUTURE CAL -TRANS STRIPING AND MARKINGS, TYPICAL 1O PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT FIER CALTRANS (ll OTHERWISE INDICATED. STANDARD SPECIFICATION PHT-02ALKYD. _ _ W ' 4 t.F_ 7 C y/ CI -FY RECORDS NO: _ 0