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HomeMy WebLinkAbout1.1-7354 Ph 5 - 7PG&E GAS NOTES: CALL 811 (1-800-642-2444) A MINIMUM OF 2 BUSINESS DAYS (NOT INCLUDING INITIAL DAY OF CONTACT) IN ADVANCE FOR THE MARKING OF UNDERGROUND UTILITIES, INCLUDING ALL NON —UTILITIES BEFORE YOU DIG, GRADE, OR EXCAVATE. ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 7 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 24 IN. OF VERTICAL SEPARATION FROM THE EXISTING 34" PACIFIC GAS & ELECTRIC TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 72" OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE AT ANY TIME. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A PG&E TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10 FT. OF THE EXISTING TRANSMISSION LINE. SOUTHERN CALIFORNIA GAS NOTES: ANY UNDERGROUND STRUCTURE SHALL MAINTAIN A MINIMUM OF 5 FT. (WITH 3 FT. OF UNDISTURBED SOIL) HORIZONTAL SEPARATION AND 18 IN. OF VERTICAL SEPARATION FROM THE EXISTING 24" SOUTHERN CALIFORNIA GAS CO. TRANSMISSION LINE. ADDITIONALLY, NO LESS THAN 3', OR MORE THAN 7, OF COVER IS TO BE OVER THE EXISTING TRANSMISSION LINE. AT NO TIME SHALL POWER DRIVEN OR POWER OPERATED EQUIPMENT BE USED DIRECTLY OVER THE TRANSMISSION LINE, OR WITHIN 2' FROM THE EDGE OF THE PIPE. EQUIPMENT SHALL NOT REMAIN STATIONARY OVER THE PIPELINE. A SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION PERSONNEL SHALL BE ON STANDBY WHEN CONSTRUCTION IS TO TAKE PLACE WITHIN 10' OF THE EXISTING TRANSMISSION LINE. CONTACT TAB LAGOW AT 661-763-2825 TWO WEEKS BEFORE THE PROPOSED WORK TO ALLOW AMPLE TIME TO SCHEDULE STANDBY. THE CONTRACTOR MUST ALSO GET A NEW USA TICKET AT LEAST TWO (2) DAYS PRIOR TO ANY CONSTRUCTION. LIST OF MATERIALS ITEM UNIT UNIT 5 UNIT 6 UNIT 7 TOTAL A.C. PAVING TONS 536 542 437 1515 CL. II AGG. BASE CUYD 616 623 502 1741 SUBGRADE PREPARATION CUYD 684 692 558 1935 CONCRETE PARKING SUBGRADE CUYD 236 305 149 690 CONCRETE PARKING AREA SQFT 12747 16465 8067 37279 6" CURB & GUTTER LF 1079 1 694 1117 2891 6" CURB LF 1681 2142 1064 4887 MEDIAN CURB LF 0 0 842 842 SIDEWALK SQFT 13901 14464 10276 38641 HANDICAP RAMPS EA. 10 5 2 17 STANDARD STREET NAME SIGNS EA. 3 3 0 6 5800 LUMEN STREET LIGHTS EA, 4 5 8 17 MONUMENT ENCASEMENTS EA, 1 5 1 7 1 3 15 LOCAL STREETS LF 1 1500 1 1289 1 1121 3910 UNIT 5 TO BE CONSTRUCTED SEPARATELY FROM UNITS 6 & 7. UNITS 6 & 7 TO BE CONSTRUCTED SIMULTANEOUSLY. NOTE: 1. THE NOC FOR UNITS 6 & 7 WILL NOT BE ISSUED UNTIL ALL OF CONDITIONS 7.2.3 ARE MET. 2. SINCE PHASE 6 & 7 ARE TO BE CONSTRUCTED SIMULTANEOUSLY, ONLY ONE NOC WILL BE ISSUED FOR BOTH UNITS. CITY OF BAKERSFIELD KERN COUNTY CALIFORNIA PRIVATE STREET CONSTRUCTION PLANS VESTING TENTATIVE TRACT 7354 UNITS 57 6 AND 7 FUTURE TRACT U Q W y,� PROJECT MAP SCALE: 1 "=200' 100 0 200 400 200 50 BASIS OF BEARINGS: THE BEARING OF N 01'02'20" E SHOWN FOR THE EAST LINE SECTION 10, T. 30 S., R. 26 E. AS SHOWN ON RECORD OF SURVEY, BOOK 25, PAGE 49 WAS USED AS THE BASIS OF BEARING SHOWN HEREON. BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT THE INTERSECTION OF MING AVENUE AND ALLEN RD., ALSO BEING THE NORTHWEST CORNER OF SECTION 12, T.30S., R.26E., ELEV = 367.96' (NAVD 88 DATUM) SHEET NO. INDEX INDEX OF SHEETS SHEET TITLE 1. 2. 3. 4. 5. 6. 7. 8. 91 COVER SHEET NOTES WHITLORNE DRIVE LITTONHAM WAY PENLY COURT RUTHERFORD PARK AVENUE RUTHERFORD PARK AVENUE RUTHERFORD PARK TABLES & TYPICAL STREET CROSS SECTION DETAILS y0ESSIN No. 55102 *+ q CIVi\- �Q Ap CAJ- NOTE:1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE CITY RIGHT—OF—WAY, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE 326-3049. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A STREET PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 2. ALL FACILITIES TO BE PRIVATELY MAINTAINED UNLESS OTHERWISE NOTED ON PLAN. 3. 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. ENGINEER'S STATEMENT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS, OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS WILL BE REFLECTED ON CORRECTED PLANS AND SUBMITTED TO THE CITY ENGINEER. APPROVED BY: BLAINE NEPTGNIZ R.C.E. 55102 -(3 2-1, DATE IN ACCORDANCE WITH THE CONDITIONS OF THE VESTING TENTATIVE MAP, THE IMPROVEMENT PLANS HAVE BEEN REVIEWED BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. ALL IMPROVEMENTS HEREIN ARE PRIVATE AND ARE TO BE PRIVATELY MAINTAINED. APPROVED BY: GREGG R. STRAKALUSE, PUBLIC WORKS DIRECTOR R.C.E. NO. 58663 REVIEWED BY: LUIS A, TOPETE, ASSI TANT PUBLIC WORKS DIRECTOR R.C.E. NO. 67236 REVIEWED BY: )p-v$— 14-% RYAN STARBUCK, TRAFFIC ENGINEER R.T.E. NO. 2327 STOCKDALE T. 30 S, R. 26 jS O Q 1 kq} 2 0 PROJECT Sl T z Of MING AVENUE lk WD m an � m � o 2 0 w QHL 0 6MM3 76 WHITE LANE S a z w m 14 0 13 cn OUTHERN PACIFIC RAILROAD VICINITY MAP NO SCALE DATE � 123fZozZ- DATE cl12- 3/ 2.07-2.._ ■ N M 00) Do co co 0 z o F- m w m 0 INII� L W T� Know what's below. Call before you dig. /- I-- -�, f4 s --? CITY RECORDS NO: L W T� Know what's below. Call before you dig. /- I-- -�, f4 s --? CITY RECORDS NO: - :Nrx.lmiI1 1. ALL IMPROVEMENTS BE REQUIREMENTS w AND SPECIFICATIONS t ! AND STATE OF CA, DEPT. ,,,STANDARD SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHAH BE 1k CONSIDERED A PLANS: ♦ST-13, ' i ! RESIDENTIAL3. PAVING FOR AND SHALL i 7 0' TYPE # COMPACTED" ASPHALT CONCRETE OVER 0.40' AGGREGATE ASE (PER NOTE 16) OVER ! 4. INSTALL SURVEY MONUMENT FRAME AND COVER PER CITY O _ N D STANDARD O BE INSTALLED @ EXISTING INSTALL TRAFFIC " CONTROL + INSTALL STANDARD STREET NAME SIGNS PER C.O.B. STD. T-1 INSTALL STANDARD STREET LIGHTS, 5800 ON 14' POST TOP PER DETAIL "6" ON SHEET 5. INSTALL STANDARD STREET LIGHTS, 9500 LUMEN H.P.S.V. 6wk CURB AND GUTTER, PER C.O.B.i O ALL STREETS OTHERWISE NOTED. # SEWER LATERAL LOCATIONS TO BE 7 THE CURB FACE OVER EACH SEWER LATERAL. is INSTAL! Y :. " :: POINT. PULL BOX ! STREET LIGHTS i # i E. SERVICE ALL PULL BOXES BE INSTALLED " GRAVEL BED i MINIMUM OF 6" THICK. BELOW10. ALL MANHOLE AND LAMPHOLE FRAME AND COVERS SHALL BE SET 11. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED AT LEAST 2 WORKING DAYS PRIOR TIO'CONSTRUCTION, 811. 12. WARN G/REGU LATORY SIGNS: SIGN PANELS i BE POSTS N # N 1 : VANDAL PROOF NUT i ASSEMBLY : EQUAL. PER '.. SIDEWALKSHALL BE LOCATED WITHIN 13. AN jPEN STREET PERMIT SHALL BE OBTAINED FROM THE , OF BAKERSFIELD PUBLIC WORKS DEPT. FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. i SECURED APPROVEDBY A IMPROVEMENT AGREEMENT, SECURITY BASED ON AN ENGINEER'S ESTIMATE FOR THE WITHIN THE RK CE PERFORME RIGHT-OF-WAY A AND A ' ' 7SHALL M r is PRIOR ISSUANCE OF THE PERMIT. 14. AGGREGATE # BASE MATERIAL FOR ARTERIAL n' COLLECTOR ROADWAYS SHALL i! CRUSHED AGGREGATE RA BASE A CONFORMING STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST ED11ION i O O AGGREGATE BASE MATERIAL FOR LOCAL ROADWAYS SHALL ! ... w � # 1k 11k. A.. ## ! #MISCELLANEOUS BASE CONFORMING TO SEC11ON } OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST EDITION. i # V a♦ milmlil 15. #GRADE PREPARATION: THE CONTRACTOR SHALL FINE GRADE . COMPACT A STREET SUBGRADE IN ACCORDANCE # t CONTRACT PLANS, REQUIREMENTS ! STANDARD j SPECIFICATIONS. TOLERANCESSUBGRADE SHALL BE GRADED TO WITHIN THE CITY AND NTH COMPACTED TO 95% OF THE MAXIMUM DRY DENSITY IN ACCORDANCE w: !► w w i �41 j NVARTIly-Wol 1 w! #_ ! w i 18. PRIOR TO THE START OF ANY PHASE OF CONSTRUC11ON WITHIN PUBLIC RIGHT-OF-WAY, THE CITY CONSTRUCTION INSPECTION SHALL BE w i } ♦ .« .AN CONTROL PLAN (DCP) FOR THIS PROJECT FROM THE DEVELOPER, AND SHALL KEEP A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY OF THE SITE, CONTRACTOR IS REQUIRED TO COMPLY WITH THE PROVISIONS OF SAID PLAN. 19. DUST CONTROL: CONTRACTOR SHALL OBTAIN A COPY OF THE DUST 20. STORM WATER POLLU11ON PREVENTION: CONTRACTOR SHALL OBTAIN A COPY OF THE STORM WATER POLLUTION PREVENTION PLAN (SWPPP) FOR THIS PROJECT FROM THE DEVELOPER, SHALL KEE�- A COPY ON SITE AT ALL TIMES. FOR THE DURATION OF CONTRACTOR'S OCCUPANCY A OF CONTRACTOR REQUIRED .# D TO COMPLY NTH PROVISIONS OF SAID PLAN. 21. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE NTH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO LATESTTHE REQUIREMENTS * #: CURRENT Y i STREETSFIELD LED !* SPECIFICATIONS. IF a 23. ANY ! CONNECTING PUBLIC i FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ES11MATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY ESTABLISH NECESSARY DEPOSIT FOR t STREET# PERMIT. (FOR TRACTS PRIVATE . !i.. STREETS, PARCEL A w MAPS IMPROVEMENTS, IkjT PUBLICM w A WITHOUT RECORDED ,' MAPS) 24. INSTALL RAISED BLUE MARKERS IN STREETS AT ALL FIRE HYDRANT LOCA11ONS PER FIRE DEPARTMENT REQUIREMENTS. PAVING 25. PRIOR .,. PROJECT VERIFY THAT COND11IONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. PUBLIC 26. ANY ITEMS IN RIGHT -OF A A.. ARE 1#. + OR DO is RKSGED NOT MEET CURRENT STANDARDS SET BY PUBLIC WWILL REQUIRE REPAIRING AND/OR UPGRADING ASPER CITY ENGINEER. 27. NTH THE EXCEP11ON OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL M: INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. :. ° i.; FROM ! . MAXIMUM SLOPE ACK OF SIDEWALK TO FACE OF WALL OR BE4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK MAXIMUM BE • +,.. CURBINGALTERNATIVELY, THE CITY ENGINEER MAY APPROVE BEHIND THE SIDEWALK ■ OR OTHER METHOD EROSION SIDEWALK. 29. ALL ! IMPROVEMENTS '� i :. PRIVATELY #A MAINTAINED. 30. SUBGRADE FOR DRIVE APPROACHES AND CROSS GUTTERS SHALL BE CONSTRUCTED TRUE TO GRADE AND CROSS SEC11ON AND COMPACTED OF OF i BY 1.0' TO EACH SIDE OF APPROACH AND CROSS GUTTER. i!It # i ! y .4 Sills # a j 11 # STAMP32. NOTE TO # OF CURB OF MEDIAN ,:X EACH CONDUIT LOCATION. ASPHALT CONCRETE E!A\ANG NOTES: 1. ASPHALT . i x CONCRETE SHALL BE ! " (MODIFIED) N ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SEC11ON 39, "ASPHALT CONCRETE," OF THE STANDARD F SPECIFICATIONS AND THESE SPECIAL 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, COMBINED MINERAL AGGREGATE i:A it i " I N ! r,.,. ASPHALT SHALL REQUIREMENTS tN "AGGREGATE," i STANDARD SPECIFICATIONS FOR 3/4*' MAXIMUM, MEDIUM GRADING. D 3. ASPHALT . ! X BINDER N:: ! A ASPHALT , ! i SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY ASPHALT BINDER FOR TYPE B y ) ASPHALT CONCRETE SHALL BE 64-10 PERFORMANCE UNLESS wDIRECTED BY N,. ASPHALT ,. rA BINDER SHALL CONFORM REQUIREMENTS SECTIONTHE TABLE FOR "STEAM -REFINED PAVING ASPHALTS." IN ♦ "GRADES," i STANDARD SPECIFICATIONS, AGGREGATE SHALL BE DETERMINED BY THE 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 SAMPLESMINERAL iN >r 367 USING MATERIALS PROPOSED USE IN ilk THEORETICAL PERCENT '.:.N BE THE WORK. ASPHALT BINDER Y,:.'.:.i RELATIVE WILL ill#E ADVISED THAT THE REQUIRED CONTRACTOR BY THE CITY ENGINEER. COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED PRIORAPPROVED 5. AT LEAST 14 DAYS SPREADING SHALL SUBMIT THE FOLLOWING FOR THE CITY 1 HAS SHALLCONTRACTOR CONTRACTOR ENGINEER'S REVIEW AND APPROVAL: THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE A. A LIST OF AGGREGATE AND ASPHALT SOURCES. IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY :.N,, SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NO is VERIFYING N i :...... F Y AG GREGATES ♦. X THE SPECIFIED RANGE, THE INCORPORATED IN THE WORK CONFORM ■',' REPLACED WITH .., \ ! ! "AGGREGATE," REQUIREMENTS MATERIAL THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS * 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER INDICATE THAT THE RELATIVE COMPAC11ON IS EITHER LESS XSHALL 1 i !: X i � 1 i k LT M .: ., ETE .. A YEAR. BE ,. fl► THAN WITH MATERIAL THAT DOES MEET THE IN -PLACE C. AN ASPHALT CONCRETE MIX DESIGN IN DETERMINEDACCORDANCE DENSITYREPLACED REQUIREMENT. CORRECTIVE WORK A. it AT NTH CALIFORNIA TEST 367. LABORATORY Ti. A*i EXPENSE. THE CONTRACTOR'S TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE ! X ! i r \ ,, L r, k N THE FIELD DENSITY � !' COMPACTED THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE riMINED ! SHALL BE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE N N',: # SHALL MEET THE EMENTS OF SECTION A. !. A N #. ! CALIBRATED NA! ais ASPHALT A PROPERLY "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND DEVICE IN THE FIELD, OR THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR MATERIALSMIX SHOWS THAT THE N N STAN11ALLY THE ! i.!` STEARATEMAY BE LABORATORY SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN SUBSTITUTED Y PARAFFIN. MAY !E UP O THREE (3) YEARS OLD. THE CONTRACTOR ,. Pi i., ALL OA,.D ASPHALT SHALL BEAR , ASSOCIATED COSTS CASE OFl,: SHALL :.iUSED. DISPUTE, r ABOVE CONCRETE ' ',.IX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM 7 EXISTING PAVED SURFACES, k PAVEMENT SHALL N, SAW CUT IN A NEAT ,i STRAIGHT 4, EITHER PARALLEL A i,. A PERPENDICULAR CENTERLINE i, . STREET, AND AT A MINIMUM DISTANCE OF ONE (1) HE THE EXISTING EDGE OF PAVEMENT. 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 !', MET. ERMITTEDb. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE BY DIRECTED10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS BY THE CITY ENGINEER. ASPHALT CO r YSHALL PLACED s k A ROAD CONNECTIONS AND PRIVATE R PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM TAPERED i SMOOTH, WHERE11. COMPACTED .r A X LAYER N, r: x i CONCRETE IS * OR :. .15 FOOT BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF CH w x K SHIFT, THE LENGTH OF # PAVEMENT ALONG CONFORMSROP LONGITUDINAL -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT MICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AN COMPACTED TO FORM TEMPORARY TO FORM TEMPORARY BEFORE .ilk ARE PUBLIC TRAFFIC. KRAFT PAPER, OR CONFORMS RESUME.REMOVAL OF THE CONFORMS WHEN PAV`ING OPERATIONS 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN . FOOT,15 OPERATIONS SHALL N CONDUCTED IN SUCH A MANNER THAT THE LAYER LANESOF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS TRAVELED L A BEFORE # LANES ARE BETWEENOPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE .. LAYER ... ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER ir THAN 10 FEET. ADDITIONAL ASPHALT ! i CONCRETE SHALL BE PLACED ALONG TRANSVERSE DROP-OFFS EACH LANE. ADDITIONAL Y ASPHALT CO i ASHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFOREl TRAFFIC. KRAFT PAPER, #. APPROVED ir BREAKER, MAY ! M ! THE i MS BE PLACED FACILITATE THE OPERATIONS RESUME.REMOVAL OF THE CONFORMS WHEN PAVING # 17. IF THE FINISHED SURFACE A OF ASPHALT CONCRETE TOLERANCENOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL Bll BROUGHT WITHIN A. ABRASIVE N A GRINDING NTH EQUIPMEN� UTILIZING DIAMOND D BLADES, r P 1401 ilk T i MM A: A. N A N } • ABRASIVE ! BRING GRINDINGSURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL SHALL •N PERFORMED, ii1,. AS NECESSARY, ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE :A i.... CONSTANT PAVEMENTPARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE ALL GROUND AREAS \ SHALL NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. i! 1! k ABRASIVE #N k GRINDING ' ■ SHALL CONFORM REQUIREMENTS IN THE FIRST PARAGRAPH A Y.A AND THE LAST FOUR PARAGRAPHS F.X. SECTION 42-2.02, "CONSTRUCTION" OF THE SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED r STANDARD ASPHALT SURFACES REJUVENATINGDEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER AGENT ASPHALTIC # k AS DIRECTED BY , N, 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE ::X: BASE (CAB) CONFORMING TO SECTION MATERIAL200-2.2 OF THE "GREENBOOK". BASE STREETS SHALL BE CAB N: FINE GRADA11ON Ilk USHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION OF # } : THE it A,LLOWS ! 7..:.. THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATMENT A BASE OR Y# i COMBINA11ON OF THESE MATERIALS. OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE A SHALL *� COMPACTED a MINIMUM OF '' • MAXIMUM !► DRY DENSITY. MODIFIED i�O. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO - THE FOLLOWING CALTRANS STANDARD SPECIFICATION SECTION ! !,, r X ,. IMMEDIATELY SUBSEQUENT LAYERS MATERIAL .w# i :: GRADING A PLANE A SHALL CONFORM ::::. THE FOLLOWING: ENGINEER. A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED 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 B. WHEN THE SUBBASE N !" MATERIAL (OTHER THAN, ASPHALT rA CONCRETE BASE) NPLACED ! GRADING PLANE, k GRADING L. PLANE A. Y. ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW GRADE ESTABLISHED BY Nr. TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER t NO. 219008716, O.R. 350 TEMPORARY SEE kIL 1 E t f 350 TEMPORARY DETAILSEE i • �., 92 w Ono I T L (0)" N E D mm I V E (PRIVATE STREET) 00 TO 88 STA. • • o • • • . SCALE.- 1 ff f HORIZONTAL It f VERTICAL Iff 54 LITTONHAM WAY SEE SHEET a x} EASEMENTAN GRANTED PACIFIC ♦ * ELECTRIC s COMPANY FOR THE PURPOSE OF PIPELINES / APPURTENANCES RECORDED FEBRUARY 27, 1964 IN BK. ##, #!# 1 EASEMENT GRANTED 1 PACIFIC f1 1 i ELECTRIC COMPANY GAS k PIPELINE 4l AND INCIDENTAL PURPOSES F RECORDED JULY 18, 2019 AS DOC. NO. 219085507* O.R. 19 C l3I-CN _4 00 t NO - I -d- x .3- co_ 'f. _71) *= w . • . • t • , • O = - . O I-Lo, riLO PROPOS 00 CR r, oo p, 00 !!t qy CC EXIST.FLOWLINE WEST Lu ®. (WEST FLOW LINE) STA 00 • • C.L. s N � M . 1 p fJ uj uju-j (yj Lai Lr— M w ® M • �1 Se=_O.'_48l*' I 8=0.487- PfJL 4-6.it59- rico it E� Ii (EAST FLOW LI E) ,irr � � # r FLOWLINE * VC j` POINT N VER11CAL CURVE CL CENTERLINEFL ri k CURVE BEGIN VERTICAL ELEV x f ` EVC # VERTICAL k CURVE # r BEGIN r RETURN PI POINT : ! r; D CURBRETURN ir' r CURVATURE POINT O REVERSE BC BEGINCURVE r POINT OFCOMPOUNDr k r CURVEEC END r PIVC POINT OF INTERSECTIONP TOP OF PAVEMENT VERTICAL CURVE FC FINISH CONCRETE POINTOF ON r PROPERTY LINE R/W RIGHT-OF-WAY E.P.PA EDGEOFPAVEMENT A.P. 1 :.:. ANGLE POINT F.O.C. FACE OF CURB C/G; CURB AND GUTTER Rl—1 FURNI H & INSTALL TRAFFIC SIGNS PER C.O.B. STD. T-19: " 1-" " f4 — ONE WAY 4f 4! ri — DO NOT ENTER ri ri .» DEAD END " 3! — NO PARKING ft ri — NO OUTLET " RIGHTONLY ri --" - DOUBLE ARROW - " ri — KEEP RIGHT" " `SINGLE "R9-3bP USE CROSSWALK ri — CURVE ARROW "R81(CA)" BIKE LANE FURNISHWl—l" INSTALL STREET SIGN PER C.O.B.. --1. FURNISHINSTALL OR APPROVED EQUAL. (SEE DETAIL "6" ON SHEET 9) FURNISHSTANDARD IC.O.B. . EXISTING STREET LIGHT EXISTING WELL -- CRIMSON RESOURCE MANAGEMENT CORP. "KCL 1" 7 --1(PLUGGED LEGEND LEGEND • • (CONT.), FURNISHINSTALL SURVEY MONUMENT PER C.O.B. STD. - UI {EXISTING ITEM OF WORK - SEE SCHEDULE m LUL _.D STORM DRAINW REFER TO SEWER & STORM DRAIN DRAINM FACEOFCURB STATION - SEE TABLE STORM -w EASEMENT-SEEIREFER TO SEWER & STORM N PLANS o in CONSTRUCT TYPE 44 CATCH BASIN : I I ♦ t C.O.B. ♦ f UNLESS NOTED OTHERWISE.SECTION LETTER --- m 4! s SEWER . I DRAING SEWER MANHOLE REFER SEWER & STORM . SHEET WERE SEC11ON IS SHON _.REFER TO SEWER & STORM DRAIN / NOES: I 1. SEE SEWER AND STORM DRAINDRAIN UNIT BOUNDARY PLANS AND DETAILS. 2. LOCAL STREETS 4 f4 a• T TO BE 0. TYPE A.C. PARKING OVER NOTE: 0.45' AGGREGATE BASE OVER 0.50' COMPACTED O.G. TO BE -- SEE CONSTRUCTIONIC.O.B. STD. ST-13. 3. ALL CATCH f BASINS OPENINGS PER C.O.B. • — 4 UNLESS NOTED OTHERWISE. ' CONSTRUCT r B.. r.; a GUTTER PER !,, s " CONSTRUCT DETACHED STANDARD i, r r SIDEWALK PER # INSTALL STREET SIGN PER C.O.B. STANDARD DETAIL CONSTRUCT HANDICAP RAMP PER k r k REVISED STANDARD PLAN CONSTRUCT 6" CONCRETE CURB WITH 12" TOTAL CURB HEIGHT AND 6" REVEAL 1 PER DETAIL"'I" ON SHEET # PARKING k r AREA k *" THICK CONCRETE-SEEDETAIL ` ON # INSTALL 1 SIGN t TYPE III BARRICADE 1 MARKER 1 BOUNDARY 0 ACT. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT i 1 TRACT. CONSTRUCT TYPICAL STREET CORNER DETAIL 9 CONSTRUCT■ k sDETAIL INSTALL1 BLANK CONDUITPIPE. 11 FURNISH & INSTAH 1 EA. 2" AND 1 EA. 1-1 /2" BLANK CONDUIT PIPE. •..EXISTING PROTECT PLACE. 13 EXISTING TO BE RELOCATED. CONSTRUCT14 r MEDIAN r! NTH 10" REVEAL PER C.O.B. D. INSTALL15 CONSTRUCT 5' ATTACHED STANDARD TYPE SIDEWALK PER C.O.B. STD ST-5. >♦ 1) SIGN WITH 1 " MARKER r 1 1. BOUNDARY PHASE/UNITr TRACT ADJACENT 1 T YCONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUC11ON OF ADJACENT PHASE/UNIT. CURVE TABLE 90.00,00 {IFt{ III IIII I II� IIII IIII I � , III �I , Lo S°24'1" .00' -- Lo S°24'1" .00' -- t S33*24'15"W ' �f i i I TEMPORARY FLOWAGE & DRAINAGE BLANKET EASEMENT FOR ENTIRE SITE PER ♦ ♦ • • i to co 4LO 4 I� • 41 f433 f REQUIRED # 0.21 AC -FT AREA:r E k A X i R i VOLUME REQUIRED: '.:. R 1 i '.: 0.205 AC -FT VOLUME PROVIDED: 105'x66'=(6930/43560)xl.5'=0.239 AC -FT DEPTH:SUMP - NO FENCE r Q D NOTE: r* r r TEMPORARY TOi+ MAINTAINED. BE PRIVATELY .1 DETAIL "At) TEMPORARY SUMP SCALE® 44 f { * ` THE ,j.C. r. UNIT 6 �" UNIT 7, MLL NOT BE k f41iEEN .. ".:. D-UNIT BOUNDA STA - 10+45II .5 LLJ z i W z Iat;= ; 1 11 1 35 WHITLORNE DRIVE SEE SHEET 3 360 358 356 354 c 352 " c 350 348 346 7 A Jov 358 356 354 352 350 348 346 1z" (PRIVATE STREET) STA. 10+00.00 . CL. TO STA. 16+82.03 C.L. SCALE: 1 1$♦ = 40' HORIZONTAL 1 it = 4' VERTICAL 00 C> cl 04 CN m q cx� c cz; C" M m co Ic 00 if Uj Uj Uj Uj 0 LLJ W _j LAJ LLJ LLJ Uj M LLJ LLJ : A.. cr; c"o -4200 LLJ 00 _j 43 < M, Uj W L 6J 00 -cn cj 0; LL, 19 C6 ai + LL: ro J- OU C> cj :2 AP PR . OX• EG a 15 co cWn r:) ♦ 1 Ck; e ci c cn 15 (3 Lj in mm LUUj S=C.52% :L.53 I . I S=1.2 PROPOSED S=-0.28 t,O M M NORTH FLOCNE S=0.26%-j 00 c j 06 vd- rl L J LLJ LLJ LLJ LLJ LJ UJ _C14 �V_ 11+00 12+00 13+00 14+00 (NORTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 16+82.03 C.L. %Jvv 358 356 354 352 350 348 346 15+00 16+00 17+00 0:: M r- 0i •) C114 CN 00 m 00 -,D 117 Q 01) q-: 0) r4'1 0i m m _j ci 00 C> 0i L&: LLJ 10) M m li 0- Uj Uj _j Gi Z 3 Uj cp a- -d ff) U7 CI-4 LO U_ . v V) LO < U-) mco Uj C:5 cd -4 ul Lo oc q4 00 m + LO ,,cc Fz♦ -L- a- ® cp, C) LLJ C> W cL v-' I d C.> CL LO cn UJ ck; co C g z: 0 C.L. U cn (3 m U I -4AJ ACV MF M on L S=0.48 Z)= U.LDZO 25% S=-0.25% S=0.277* -co PROPOS _E D n -SM I ti F LOWU 41: S=0.26%-) if >: >; LJ _j LJ LLJ __j L&J LLJ LLJ Uj _J Uj _cq 10+00 11+00 LEQExu4ND-*,. Q.Qb[MUQ-nQN N SEE SHEET 3. SEE SHEET 3. 12+00 13+00 14+00 (SOUTH FLOW LINE) STA. 10+00.00 C.L. TO STA. 16+82.03 C.L. ff 01mm Me Jvv 358 356 354 352 350 348 346 17+00 9 ----------------- -------- - -- ------ ........ FOC TABLE LITTONHAM WAY CL STA11ON & OFFSET FOC STATION ST1.11+32.5518.00 LT. STA. 11+44.95 F.O.C. GRADE BREAK ST1.15+03.74 C.L., 18.00 LT. STA. 15+16.15 F.O.C. ■ STA.15+03.74 C.L., 18.00 LT. 1 STA. 15+16.15 F.O.C. STA.15+36.13 C.L., 18.00 LT. STA. 15+37.33 F.O.C. I STA.16+15.74 C.L. 18.00 LT. STA* 16+16.95 F.O.C. STA.16+22.89 C.L., 15.00 LT. STA. 16+24.90 F.O.C. is ST1.10+84.7815.00STA. 10+81.62 F.O.C. STA.10+91.93 C.L., 18.00 RT. STA. 10+89.58 F.O.C. GRADE BIM REAK 1 ST1.15+03.74 C.L., 18.00 T. STA. IIII � II �*F.O.C. STA.14+58.34 C.L., 18.00 RT. STA. 14+5600 F.O.C. it STA.14+72.46 RT. STA. 14+70.48 F.O.C. �I II Ipl III STA.1 5+67.41 C.L.1 20.80 RT. l� STA. 15+81.63 F.O.C. STA.15+81.5318.00 RT. II STA. 15+96.11 F.O.C. �II���/��IMIII II/�I��I�/� STA.16+15.74 C.L., 18.00 RT. STA. 16+30.33 F.O.C. 1 T. STA.16+22.8915.00 RI 1111 6+38.28 F.O.C. STA. - - -------- li`I NII�III*III � IIII N�II 45*3423 *2535 mmm== 18*158'49 Know what's below. Call before you dig. co z 0 M LJ NDTE.-. THE N.O.C. FOR UNIT 6 & UNIT 7, WILL NOT BE ISSUED UNTIL CONDITIONS 7.2.3 HAVE BEEN N.O.C. m Li H. o6 te) cp -J AS LA: Ld te U: UTTONHAM WAY C.0 to __j . t< U N I T 6 R, SEE SHEET 4 C) lid- C) 0 Le.:: C> 36 + + Cq c� 04 C-4 - - -1 CD C) V_ C) V_ V_ 24 V_ V_ 4! Lo c; d d 0 U IX m + %-- -V- ST 2 i'to cn v C; mCU-) �<.,I 6 0co 25 Ur4-fUJ<- 27 L6 NF i12' 12' 2 rl- 0: uAi v) cn .1 c; C3 o6o6 + U_ r- I*-- r-6 o6 a: m co to ff) U-) to c) + + + + + + )�o < P.I.-GRADE BREAK V) Uj < i5 I<-- cn cn U.1 m cn cn cli STA. 9+61.13,C.L 35.91 (n P.L u) cn cn 00 STA. 9+31.29 F.L.:--E Lo STA. 9+14.�2 F.L-W 3 1543 4 4 Z. Z re) , TC5 I C oo D-11 %_ 8 T 305.25' -1 2+00----� f cN C4 1 If A: -\ -NOO*35'33"E 6 5 -cj 0mo 7 C:) If /"1 04R UWzj U ;U m eW 3 C Dc <_ d C C4 23 n C> c:-2,)'- C, I %+- C) + :: > C-D 22 '1 1 (6 to + I Q C) ci C:) a, 5 CD Is Ca L.L: Cj -1 o t-L: CD C3 LL: - ice co + < En . U: %-- WW r1i w +© + + + Q cn 6 6 •;5 C L: �5 o -4 1< ­ I cn V) Q: U_ cn cn 360 358 356 354 352 350 348 Jov 358 1356 354 352 350 348 m rm cr U of O J ck: -4 Jj c; 0, C-) 6 'N CN 00 • CV CV M r- 00 n Ulu-) 06 + + III CD W W = + + + -S P.) P.) I + V_ 14+00 m __j _j F-: C-) _j r A �0 00 at 04 + + 4 co co u- LL: cl� 6 " CL C) 9 C.-I m •U-) to a: rwi4 + v) v) WW x I.: vz = =3 c5cl (0 + + - LL_ 1..� 00 00 U + + A:�. Coco V_ V_ 1010 + U-) cl: cj a = --3 c C. l. - V) CCIZZW - m-- CN 347.18' 15+00 Do�12 16t00 0wo 5 z-- -C-4 -9-652.43 ................ 71% ice P.L. c i 110, P.L. 114--t- C3 18 3 Ij v C5 C5 0 \fJ L LZ U: U_ m• Li J 0; ci, C) m W U: c:' 13 0 m C5 1 m r- 5 J CD U: cn � v CD Lo =3 L: o c� c4 m C-0 (10 c1q m U-) c,4 W + + co C5 + + I + I + + to C3 Ui <5 -5 ' 21 20 19 "1 17 a m 16 1 15 u 14 1 1 ,ks + U, n c6 PO LO U-) (0 + C*q Q_ C> CN U_ C3 Lx: _j C5 C3 + Na Lj: U: - n CO U: d U_ U_ 0! UO co i (n to N 00 0. 0: m to V-) cn I --J c6 c6 0m • - -CC cn 0" cl 0: m -mp cn + + In 0! + + + m CO W + W cn + + M C) CO in =1 + + + co Q0 + + = C) C3 %_ U N I T 6 re) (0 U N I T 6 C3 ad m W cn W do 0: m cn cn ucn (n 419 ;5 Uj cn cn cn C.L. CATCH BASIN NO. 17 son m 1 2 st %cm PCW WA. 1JtZ0./V t.;.L 1/-.UU Kl.= STA. 13+26.79 F.L. STA. 13+28.41 F.O.C. NORMAL F.L. ELEV.=349.36' DEPRESSED F.L. ELEV.=349.19' PENLEY COURT (PRIVATE STREET) STA. 10+00.00 C.L. TO STA. 16+52.43 C.L. SCALE: 1" = 40' HORIZONTAL 1 it = 4' VERTICAL 7777- SCALE: 1 40' 20 0 40 80 40 10 m 0:: STA. 17+21.2,� F.L-E STA. 17+37.60 F.L-W I STA. 17+_22.09, F.O.C. �, O 4* SIDEWALK EASEMENT PER FINAL MAP 12 C) mco m 00 st C3 L0 Luo") LL. tt Itt *4- "d- Lc) • pe) 3 01 144 .< LLJ _J W ur- _j LLJ L J >: Uj > U. LLJ W LLJ _3 LULJJ LLJ _j Uj LLJ _j W L LAJ LLJ Lj L J _j - _j I _j LLJ c W- C> c� (2) Z c WLi- 13F Uj Li S UJ m c U.j c C14 -3 00 14- Li. C4 < m 7 4 c'! 4a. 0: ;d cs! 00 Ck W) WT C1 c m + W W C) =D 1z + C) CL: r1i LO C) 1z "I.- 0 c) M fl*- to + W) < + + < r (25 c EUL Q + ci ii­ m; + C.D O!f + cl: V_ 0 cn < ck: APPROX. EG rr) 7 oQ CL ci cj� a- Q_ (n 0- U3 U) 1) cj Q. Zj cl� >; cr- >: d �<_ -. (-� = I.- 0- c 5 cn 0-(/) @ C.L. Li U) C6 cn (3 W U-1 UjI (n M U.J (n S=-0.25% S=0.257* ............. PROPOSEPROPOS-_-D 00 CO WST-FLOWIJNE F LOWLIN 0i• 14- r-1 "W; "40, "tt, %J4tv 9+25 7q W __Juj Lu 13+00 W Lq W 14+00 10+00 11+00 12+00 W W W Ito I (WEST FLOW LINE) STA. 10+00.00 C.L. TO STA. 16+52.43 C.L. IDENTICAL POINT m IDENTICAL POINT 358 14 14 356 354 348 'ZA9 � 00 17+25 C> COC6 LO Ile) (6 LO J LO PO n c;8 pj Lq Uj LLJ MU-J 4d > LIL LL: c.D L.LJ _j LLJ Z L&J UJ LLJ m U_ < LJ Uj Lt. >: Uj LL LL cc M Co co m cs! 1--t Uj IA: t- n LLJ CL z _j L C14 j4d cr; _j U: CD in: _j U4 n m z lqt n + C= + 0) LAJ a + (S M 6 co __4 C*4 L" Uj j-d m cl: p + co U M c� + + CD m a: V) 0,* a- < c cn APPROX. EG -CC UJ :2 m Uj , e�Q . Uj a- m cn cn LA: 0 C.L. Uj 1- W 0 W e in _3 -. = I­ m cn U) m n Li m Uj v S=-0.247*- S=0.26% PR( EAST FLXJNE %JITV 9+00 10+00 11+00 12+00 13+00 14+00 (EAST FLOW LINE) STA. 10+00.00 C.L. TO STA. 16+52.43 C.L. LEGEND: QQNSTRUQIIQN, NOTE: SEE SHEET I SEE SHEET 3. 15+00 Juv %358 %356 354 352 350 348 'ZAa 17+00 17+50 FOC TABLE PENLEY COURT REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 E.C. STA.10+70.82 C.L., 18.00 LT. STA. 10+70.82 F.O.C. 350.59 2 B.C. STA.12+38.96 C.L., 18.00 LT. STA. 12+38.96 F.O.C. 350.17 3 P.R.C. STA.12+46.10 C.L., 15.00 LT. STA. 12+46.91 F.O.C. 350.10 4 P.R.C. STA.13+64.39 C.L., 15.00 LT. STA. 13+66.82 F.O.C. 350.10 5 E.C. STA.13+71.53 C.L., 18.00 LT. STA. 13+74.77 F.O.C. 350.17 6 B.C. STA.15+81.60 C.L., 18.00 LT. STA. 15+84.85 F.O.C. 350.70 7 E.C. STA.10+23.66 C.L., 18.00 RT. STA. 10+23.66 F.O.C. 350.56 8 B.C. STA.13+05.01 C.L., 18.00 RT. STA. 13+05.01 F.O.C. 350.20 9 P.R.C. STA.13+12.15 C.L., 15-00 RT. STA. 13+12.96 F.O.C. 350.04 10 P.R.C. STA.13+41.43 C.L., 15.00 RT. STA. 13+43.87 F.O.C. 350.04 11 E.C. STA.1 3+48.58 C.L., 18.00 RT. STA. 13+51.82 F.O.C. 350.20 12 B.C. STA.16+28.76 C.L., 18.00 RT. STA. 16+32.01 F.O.C. 350.67 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 42.00' 192.71' 47.56' 262*53'25" C2 37.00' 41.14! 22.99 63*42'08" C3 30.00' 10.05' 5.07' 1911'17" C4 10.00' 7.95' 4.20' 45*34!23* C5 25.00$ , 39.27 9 25.00' 9000 LINE TABLE LINE BEARING DISTANCE Ll N 89*2427" W 20.00* Know whafs below. Call before you dig. kw I �III'I�"' NOIE: THE N.O.C. FOR UNIT 6 & UNIT 7, WILL NOT BE ISSUED UNTIL CONDITIONS 7.2.3 HAVE BEEN N.O.C. 4♦ 0 M 4yr (PRIVATE STREET) STA. •00 C.L. + •39 C.L. SCALE: 1 40' HORIZONTAL . Ir.,. (NORTH FLOW LINE) i,, , 1 # f ■ C. 358 356 a 354 350 348 346 f w ox • CURVE w w w ♦ w ul • Cl y ® w w w ® • 00 wuj cn w ya 356 w •° w w C. • I y 1 t® • • • i • • EXIST. SOUTH 14- 14, 11® 11 11 • * f1 SEE SHEET 3. SEE SHEET 3. FOR RUTHERFORD PARK AVENUE-CURVETABLE, TABLEMEDIAN TABLE, SEE SHEET ♦ ,. ., (SOUTH FLOW LINE) T i.1 EASEMENT NOTE, AN EASEMENT GRANTED PACIFIC ■ x FOR THE PURPOSE OF PIPELINES AND APPURTENANCES AN EASEMENT GRANTEDCOMPANY PIPELINEFOR GAS RECORDED JULY is 2019 AS # i 908O.R. AN EASEMENT GRANTED TO THE CITY OF BAKERSFIELD FOR AACCESSs FLOWAGE & DRAINAGE AND INCIDENTAL PURPOSES } Q NO THE N.O.C. FOR UNIT 6 & UNIT 7, WILL NOT BE ISSUED UNTIL CONDIT'IONS 7.2.3 HAVE m i MEL, a I 346 I Q 19+00 j!,!�_ mm r ■ 11 SEE SHEET 3. w r r r► PARK ► it AVENUE -CURVE r TABLE, TABLE a TABLE,MEDIAN ♦. R l C.L. SCALE: 1fs s HORIZONTAL ff ! VERTICAL (NORTH 16 ' C.L TO STA. 30+77.34 25+00 (SOUTH FLOW UNE) i 'QL ' SCALE: 1 20 1 ,!! ,' Know what's below,. Call before you dig. THE l FOR !T BE ISSUED UNTIL • x F0.9 P/L 5# ffDE A �� 2% MAX. IL 20' I VARIES 5" -VARIES_, SIDE- WALK LANDSCAPE rq AREA 2% LAISIDISCAP rl AREA 2% MAX. I 30' 30' P, I 12' 18 J 18, 12' 79r 12' 12* 6* 7v 50 LANDSCAPE PARKING LANE W LANE PARKING LANDSCAPE SIDE- AREA z z AREA WALK §j f5 0 0 cn Oi 2% 7 0 'o U_ U_ MAX 2X LA 5 2>-3 Fi A-1P LC6) 0.20' A.C. PAVING 0.45! AGG. BASE 0.50' COMPACTED SUBGRADE 0 95% REL DENSITY. T�?ICAL STREET KUM SCALE: 1"=1 0' 8 (PRIVATE STREET) WMSP EXHIBIT 4-19 TI = 4.5 R = 43 W RIGHT OF WAY p 20# 16 LANDSCAPE. 20' 20 v DRIVE AISLE MEDIAN DRIVE AISLE I ,VARIES- 5' VARIES 1 W W SIDE- z z WALK I ;g NDSCAPE LANDSCAPE 0 0 AREA 2% AREA j _j MAX. 2% 'lilt' 2 -0.20' TYPE *B* A.C. PAVING W AGG. BASE 0.50! COMPACTED SUBGRADE 0 95% REL DENSITY. STREET SEC11ON RUTHERFORD PARK AVENUE SCALE: 1"=1 0' (PRIVATE STREET) WMSP EXHIBIT 4-19.1 11 4.5 R 43 FOC TABLE RUTHERFORD PARK AVENUE MEDIAN TABLE RUTHERFORD PARK AVENUE REF. NO. DESCRIP11ON CL STA11ON & OFFSET T.P. ELEV. TOC ELEV. . ..., 47 B.0STA.25+5462 CL5.00 RT. 350.77 351.27 48 E.C. STA.25+54.62 C.L., 5.00 LT. 350.78 351.28 .., . 49 BC. STA.25+66.62 CL.5.00 LT. 35075 351.25 50 P.R.C. STA.25+69.62 C.L., 6.00 LT. 350.72 351.22 51 E.C. STA.25+72.62 C.L., 7.00 LT. 350.70 351.20 52 B.C. STA.25+92.62 C.L., 7.00 LT. 350.65 351.15 53 P.R.C. STA.25+95.62 C.L., 6.00 LT. 350.66 351.16 54 E.C. STA.25+98.62 C.L., 5.00 LT. 350.67 351.17 .., ...1 55 B.C. STA.26+03.62 CL500 LT. 35066 3516 56 E.C. STA.26+03.62 C.L., 5.00 RT. 350.65 351.15 57 E.C. STA.25+98.62 C.L., 5.00 RT. 350.66 351.16 58 P.R.C. STA.25+95.62 C.L., 6.00 RT. 350.65 351.15 59 B.C. STA.25+92.62 C.L., 7.00 RT. 350.64 351.14 60 E.C. STA.25+72.62 C.L., 7.00 RT. 350.69 351.19 61 P.R.C. STA.25+69.62 C.L., 6.00 RT. 350.72 351.22 62 B.C. STA.25+66.62 C.L., 5.00 RT. 350.74 351.24 63 B.C. STA.26+43.62 C.L., 5.00 RT. 350.55 351.05 64 E.C. STA.26+43.62 C.L. 5.00 LT. 350.56 351.06 65 B.C. STA.26+68.96 C.L., 5.00 LT. 350.49 350.99 ., .. 66 P.R.C. STA.28+22.96 C.L500 LT. 000 0.50 67 P.C.C. STA.28+22.96 C.L., 5.00 RT. 350.08 350.58 68 B.C. STA.26+68.96 C.L., 5.00 RT. 350.49 350.99 69 P.C.C. STA.28+62.98 C.L., 5.00 RT. 0.00 350.37 70 P.R.C. STA.28+62.98 C.L., 5.00 LT. 0.00 350.42 71 P.R.C. STA.29+81.28 C.L., 5.00 LT. 348.08 348.91 72 E.C. STA.29+82.29 C.L., 4.00 LT. 348.09 348.92 73 E.C. STA.29+82.29 C.L., 4.00 RT. 348.10 348.93 74 P.C.C. STA.29+81.29 C.L., 5.00 RT. 348.09 348.92 75 E.C. STA.29+93.41 C.L., 5.00 RT. 348.13 348.96 76 B.C. STA.29+92.42 C.L., 4.03 RT. 348.13 348.96 77 B.C. STA.29+92.16 C.L., 4.05 LT. 348.10 348.93 78 E.C. STA.29+93.03 C.L., 5.07 LT. 348.13 348.96 79 B.C. STA.30+05.79 C.L., 6.60 LT. 348.16 3 .99 80 E.C. STA.30+09.06 C.L., 4.32 LT. 348.19 349.02 81 E.C. STA.30+11.28 C.L., 5.11 RT. 348.24 349.07 82 P.R.C. STA.30+10.12 C.L., 6.32 RT. 348.24 349.07 83 B.C. STA.29+96.84 C.L., 5.00 RT. 348.15 348.98 84 P.O.C. STA.29+65.42 C.L., 5.00 RT. 348.10 348.93 85 P.O.C. STA.29+65.42 C.L., 5.00 LT. 348.15 348.98 CURVE C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 Gil C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 CURVE RADIUS LENGTH . 2500' 24.95' 10.00' 7.95' 25.00' 39.27' 475.00' 287.57' 10.00! 7.84! 10.00' 8.52' 80.00102-21 ' ' 37.00' 12.86' . 525.00' 33894! 5.00' 15.71' 5.00' 3.22' 495.00' 187.13' 505.00' 190.91' 495.00' 49.46' '1.00' 1.57' 1.00, 1.57' 505.00' 50.48' 1.00' 1.54' 1.06 1.47' 3.00' 4.3f 1.002.00' ' 80.00 13.51' TABLE TANGENT 13.63' 4.20' 25.00' 148.3V 4.13' 4.54! 59.42' 6.50' 175.61' INFINITY 1.67' 94.70' 96.61' 24.75' . 100' 1.00' 25.26' 0.97' 0.90' 2.63' 1.55' 6.77' DELTA 5711' 18" 45"34'23" 901100, 00 34!41'13" 4-V55'" 48*49) 8" 731214 '" 19-55"11 36"5925" 180"00'00 36*52'12" 21*39'36" 2103936" 5*4332" 89"53'04" 90*06'49" 5*43"38" 8817'10" 8CO653 827734" 14 114*26'" 9*40'28 REF. NO. DESCRIPTION CL STATION & OFFSET FOC STATION TOC ELEV. 1 P.R.C. STA.10+42.31 CL15.00 LT .., . . . STA10+4312 F.O.C. 350.05 2 E.C. STA.10+49.45 C.L., 18.00 LT. STA. 10+51.08 F.O.C. 350.14 3 B.C. STA.13+6556 C.L18.00 LT. .., STA. 13+67.19 FO.0 .. 351.15 4 P.R.C. STA.13+72.70 C.L., 15.00 LT. STA. 13+75.14 F.O.C. 351.11 5 P.R.C. STA.14+01.99 C.L., 15.00 LT. STA. 14+06.05 F.O.C. 351.20 6 E.C. STA.14+09.13 C.L., 18.00 LT. STA. 14+14.01 F.O.C. 351.29 7 B.C. 8 P.R.C. .. 9 P.RC 10 E.C. STA.16+25.56 C.L., 18.00 LT. STA.16+32.70 C.L., 15.00 LT. ..., STA16+61.99 CL15.00 LT. STA.16+69.13 C.L., 18.00 LT. STA. 16+30.44 F.O.C. STA. 16+38.39 F.O.C. . .. STA16+6930 F.00. STA. 16+77.26 F.O.C. 351.01 350.94 . 35086 350.91 11 B.C. STA.18+34.11 C.L., 18.00 LT. STA. 18+42.24 F.O.C. 350.49 12 P.R.C. STA.18+41.25 C.L., 15.00 LT. STA. 18+50.19 F.O.C. 350.42 13 P.R.C. STA.19+71.53 C.L15.00 LT. ., STA. 19+82.10 F.O.C. 350.36 14 E.C. STA.19+78.67 C.L., 18.00 LT. STA. 19+90.05 F.O.C. 350.45 15 B.C. STA.22+49.61 C.L., 18.00 LT. STA. 22+60.99 F.O.C. 351.63 16 P.R.C. STA.22+56.75 C.L., 15.00 LT. STA. 22+68.94 F.O.C. 351.57 17 P.R.C. STA.22+86.03 C.L., 15.00 LT. STA. 22+99.85 F.O.C. 351.49 18 E.C. STA.22+93.17 C.L., 18.00 LT. STA. 23+07.80 F.O.C. 351.54 19 B.C. STA.24+90.71 C.L., 18.00 LT. STA. 25+05.34 F.O.C. 351.04 20 P.R.C. , . STA.24+97.85 C.L.1500 LT. . . STA25+13.29 F.00. 350.96 21 E.C. STA.25+27.13 C.L., 15.00 LT. STA. 25+44.20 F.O.C. 350.82 22 B.C. STA.25+33.99 C.L., 22.00 LT. STA. 25+54.00 F.O.C. 350.80 23 P.R.C. STA.9+64.09 C.L., 15.25 LT. STA. 9+46.24 F.O.C. 349.74 24 P.C.C. STA.9+65.85 C.L., 7.17 LT. STA. 9+54.76 F.O.C. 349.92 25 P.R.C. STA.10+57.24 C.L., 20.21 RT. STA. 10+56.98 F.O.C. 350.14 26 E.C. STA.10+69.84 C.L, 18.00 RT. STA. 10+69.84 F.O.C. 350.19 27 B.C. STA.13+24.61 C.L., 18.00 RT. STA. 13+24.61 F.O.C. 351.00 28 P.R.C. STA.13+31.75 C.L., 15.00 RT. STA. 13+32.56 F.O.C. 350.96 29 P.R.C. STA.13+61.03 C.L., 15.00 RT. STA. 13+63.47 F.O.C. 351.06 30 E.C. STA.13+68.17 C.L., 18.00 RT. STA. 13+71.42 F.O.C. 351.14 31 B.C. STA.15+84.61 C.L., 18.00 RT. STA. 15+87.86 F.O.C. 351.13 32 P.R.C. STA.15+91.75 C.L., 15.00 RT. STA. 15+95.81 F.O.C. 351.05 33 P.R.C. STA.16+21.03 C.L., 15.00 RT. STA. 16+26.72 F.O.C. 350.97 34 E.C. STA.16+28.17 C.L., 18.00 RT. STA. 16+34.67 F.O.C. 351.02 35 B.C. STA.18+34.11 C.L., 18.00 RT. STA. 18+40.61 F.O.C. 350.49 36 P.R.C. STA.18+41.25 C.L., 15.00 RT. STA. 18+48.56 F.O.C. 350.42 37 P.R.C. STA.19+71.53 C.L., 15.00 RT. STA. 19+80.47 F.O.C. 350.36 38 E.C. STA.19+78.67 C.L., 18.00 RT. STA. 19+88.42 F.O.C. 350.45 39 B.C. STA.22+47.44 C.L., 18.00 RT. STA. 22+58.81 F.O.C. 351.63 40 P.R.C. STA.22+54.58 C.L., 15.00 RT. STA. 22+65.95 F.O.C. 351.57 41 P.R.C. STA.22+83.86 C.L., 15.00 RT. STA. 22+96.86 F.O.C. 351.49 42 E.C. STA.22+91.00 C.L., 18.00 RT. STA. 23+04.00 F.O.C. 351.53 43 B.C. STA.24+90.71 C.L., 18.00 RT. STA. 25+03.71 F.O.C. 351.04 44 P.R.C. STA.24+97.85 C.L., 15.00 RT. STA. 25+11.66 F.O.C. 350.96 STA.25+27.13 C.L., 15.00 RE STA. 25+42.57 F.O.C. 350.82 46 B.C. STA.25+33.99 C.L., 22.00 RT. STA. 25+52.37 F.O.C. 350.80 Know what's below. Call before you dig. 4 EXPANSION JOINT AT SIDEWALKS. ff CLASS CONCRETE (5 SACK) f ff ♦ EXPANSION JOINTS 30 WALK,CONCRETE WEAKENED PLANE . i f MERE OCCURS. 04 I I POUR ON COMPACTED SUBGRADECONCRETE IN HL_ e IN PARKING AREAS (SEE DETAIL 4 THIS SHEET) ._.z • J C3 C3 C? � C} f? C3 G :.� C1 C7 C5 � G rJ {~C3�vCSC3{}�qa•fJ{}�r_�����n,����������,{)�p�r DETAIL "1___­ ------- ------------ b C 0,'Nk'C R E TE C U R R N. T. S. I LOT SIDE f SIDEWALK DETAIL $$2$) ,0'% r--,. k I TYPICAL CUNINER 0 O 5' SIDEWALK LL_= P.A.F.L. f� PRIVATE STREET DETAIL Y)3)2 TYPICAL BULU"E . . C' [} C . 7 c C} O4 C} C} 4J °J 0 fl 0. Q ., O G? C� 0 0 Q 0„ U 0 C> S3 G ,3 0 O C} 0} C 0 00300000 C? G O C) « CS v C� C1 C} Q ci C3 C1 Q Ci , C} C? £? Q Q ? C7 f} Ci C} CJ O t� O C c3 O C} C? C3 C? ( C� C3 Ci � ., 1? � G C} C} a C7 ci O , +.� Ci Q ., Ci C <" f TYPE Df ff 3 ® CONC. f COMPACTED . TO 4 RELATIVE DENSITY DETAIL ))4))- A `G AREA FLOWLINE RKIN— N. T. S. •' �I � II 1111 �I � /M NOTE-51- n ' 1. AS CONDITIONSA CASE F CURB s` RAMP MAY BE USED i.: CORNER INSTALLATIONS SIMILAR TO THOSE SHOWN IN DETAIL 0'2". THE CASE OF CURB RAMPS a DETAIL HAVE #' BE THE SAME. CASE k THROUGH CASE G CURB RAMPS ' x ALSO MAY BE ! AT MID BLOCK LOCATIONS, AS SITE CONDITIONS DICTATE. 2. IF DISTANCE FROM CURB TO BACK OF SIDEWALK IS TOO SHORT TO ACCOMMODATE RAMP AND 4'-2" PLATFORM (LANDING) AS SHOWN IN CASE A SIDEWALK MAY BE DEPRESSED LONGITUDINALLY i. CASE B, OR C OR MAY BE WIDENED AS IN CASE D. 3. AS SITE CONDITIONS DICTATE, THE RETAINING CURB SIDE AND THE FLARED SIDE OF THE CASE G RAMP SHALL BE CONSTRUCTED IN REVERSED M► POSITION. 4. IF LOCATED ON A CURVE, THE SIDES OF THE RAMP NEED NOT BE PARALLEL, BUT WIDTH RAMP ' a SHALL k RAMP,5. SIDE SLOPE OF RAMP FLARES VARY UNIFORMLY FROM A MAXIMUM OF 9% AT CURB TO CONFORM NTH LONGITUDINAL SIDEWALK SLOPE ADJACENT TO TOP OF THE CASE C AND k GUTTERS,6. THE ADJACENT SURFACES AT TRANS11IONS AT CURB RAMPS TO WALKS, AND STREETS SHALL AT SAME LEVEL. SHALL7. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJACENT TO AND WITHIN 24 INCHES OF THE CURB RAMP DEPTH A M 1R RAMPS a • SHALL HAVE A DETECTABLE WARNING SURFACE A EXTENDS THE FULL WIDTH A i STARTING is iOM THE BACK ., .. CURB.THE a /. 0.. D DETECTABLE .a: WARNING i SURFACE s * MAY ,. USED ON A 4'-2" WIDE CURB RAMP. DETECTABLE WARNING SURFACES SHALL CONFORM THE REQUIREMENTS IN THE STANDARD SPECIFICATIONS. • x w SIDEWALK9. AND RAMP i P SHALL 10. UTILITY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTILITY ABOUNDARIES tom. RAMP PRIOR .. WNER RELOCATED OR ADJUSTED TO GRADE BY THE TO, OR IN j CURB iff! RAMP s CONSTRUCTION. ! REMOVAL11. DETECTABLE WARNING SURFACES MAY HAVE TO BE CUT TO ALLOW OF COVERS MAINTAINING t DETECTABLE WARNING WIDTH AND DEPTH. TYPICAL CATCH BASIN LOCATION AT CURB RETURN u.T.s. k FRONT ED OF SIDEW) (91 #!!!! ##!#! SIDESCURB ###*### #4l ## :.. ME � 4'-2" MIN \SEE NOTE 8 rA i CASE F GUTTER FLOWLINE TOP OF RAMP".. f ! ROUNDED FT 1. 0 o 0 1.67" TO 2.35" rr CENTER TO CENTER O O SPACING RAISED TRUNCATED DOME PATTERN (IN -LINE DETECTABLE WARNING SURFACE (SEE NOTE 8) TYPICAL CURB RAMP SCALE: NONE EA . TOP DIA BASE yt 1 (2) RAISED TRUNCATED DOME ----DETAIL 115" CASE "F" CURB RAMPS TO BE USED ON ALL LOCAL STREETS. m SINGLE FIXTURE (5800 LUMEN) STREET LIGHT DETAIL NO SCALE LIGHT POST f STERNBERG STEi :. is i BARRINGTON POLE OLD TOWN 5800 LUMEN STREET SHALL ACCORDANCE WITH C 15" RADIUS i is ! rs SLAB Ir SEE C.O.B. STD ST-23 i +I ANCHOR i BOLTS LAYOUTT ANCHOR MANUFACTUREMi STREET LIGHT PIER DESIGN STR"EET LIG"'HT - ur-"'ETAIL P)6 SCALE: NONE I " what's below. Call before you dig,1 RECORDS CITY ' w w ar~ A a r ■ r r If I f t C.) cz s i Uj w w