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HomeMy WebLinkAbout6.1-1776A.C. PAVING TESTING NOTES: SP7-39.01 7-1. ASPHALT CONCRETE (TYPE 'A'). ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM GRADING. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64--10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE FOR "STEAM—REFINED PAVING ASPHALTS," IN SECTION 92-1.02, "GRADES," OF THE STANDARD SPECIFICATIONS. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE MINERAL AGGREGATE SHALL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE ENGINEER. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE ENGINEER'S REVIEW AND APPROVAL: A. A LIST OF AGGREGATE AND ASPHALT SOURCES. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHOULD NOT BE OLDER THAN ONE (1) YEAR. C. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE DEVELOPER SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE SAW CUT EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) 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 NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. A PRIME COAT WILL NOT BE REQUIRED ON NON—PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LiMITS OF CONSTRUCTION. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE ENGINEER. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. THE FiELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FiELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. IN CASE OF DISPUTE, METHOD B ABOVE SHALL BE USED. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED iN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP—OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS, ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP—OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS 4F A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP—OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP—OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN—PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. IF THE IN—PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE iN—PLACE DENSITY REQUIREMENTS. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER 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 EXPENSE. THE CONTRACTOR SHOULD BE AWARE OF EXISTING SEWER AND STORM DRAiN MANHOLES WITHIN THE ROADWAY. iF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES. ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 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 LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION" OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE DEVELOPER'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE ENGINEER. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER & LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CiTY ENGINEER. NOTE: 95% COMPACTION AT LEAST 1' ON EACH SIDE OF CROSS GUTTERS. I I QT t-) r_- KA h TC7DI A I C STANDARD NOTES 1. ALL IMPROVEMENTS SHALL ACCORDANCE AND SPECIFICATIONS OF THE CITY OF BAKERSFIELD AND STATE OF CA., DEPT. OF TRANSPORTATION STAra•r SPECIFICATIONS. 2. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS SHALL BE CONSIDERED PART OF THESE PLANS: PAVEMENT:3. SAN JUAN AVE.— rASE . PAVEMENT COMPACTED O.G.95% RELATIVE DENSITY ► r APPROVED STREET ! w 1N PLAN i REFERENCE 1 ♦ ! ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G.TO DENSITY PER APPROVED l REFERENCE! • i• STOCKDALE1 BE 1 i•! 1 AGG. BASEOVER 1COMPACTED O.G.1 DENSITY PER APPROVED CONSTRUCTION REFERENCE . 1 6.1-1386 f , r ► r! k• f i♦ fwill♦ r i r k i ♦ r • i •. x r � • : i ■r k . y r r •. w+ f r r k i , � f. l • r. l 1 f rk it ! f i :!! •!! ,. y f r r r• . �. ,: r � f �. : A• r . :.i► r r •w A i• r • it � #. r 1 A • a � A. A • a � A. x . ( f r y• • �, * i f r •� f .fkr !' � 'i f• •' ! f r , , i• r : f' i f , r • ! r i i r A� r • k , i t r rr f s .♦r r f f •x k r f .x i * r rxr .• .krk i i 'A ,` A �•! j,i i •♦ r i• k. r' A f• r a. f', • i r r`•r r , • r !' •! i ' ` 1' ` IC � i !' ! r ! •! ` !• � r1 ! rr •! r Ass• !• •r1 rl,: r 1• � ` r • a 1• i 1• r ' ` 1 ! ■•Iw ! •, r r Ir rr! • k 1 i 1 a • ., ,..w1 r• i i r 1 r 1, r F r• 1 � ! r �. 1. i.fr1 Ii •• 1` 1 '` T 1 ! 1' � r r •. �, ,...1 l 1 y r ,. ! 1 A• i 1 •� k 1 • • 1 • a ! ` r r • 1 •! 1 ! ! w. r w r w • i• 1 ! r ' •A 1 •• !- •,r .. A- r ! !' it r • ar r A i x •1 A ! s • ir' i.. �i !! ii! r 1 r r .,r • 1 ,. !'r 1 /1• /!• r 1 i/!#r 1 1 it 1 1 k r !•r • 1 r11• r 1 : i •!- i 'r rs• � rr sk. r ! 1 `.. r 1 , r y � � . : !' • : BENCH MARK, I O. OF * LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AN JEWETTA AVENUE. 11 ELEVATION = « DATUM m 1 ASIS BEARINGS: THE BEARING ••'•.: W SHOWN O1/ THE CENTERLINE OF STOCKDALE HIGHWAY C iii! `°i B.C. (3000' RAD.) PER RECORD OF SURVEY, R/S BK. 117 WAS USED AS BASIS OF i OWNER/SUBDIVIDER AMBER INVESTMENTS, LLC A CALIFORNIA LIMITED LIABILITY COMPANY 7512 CALLE * i i 1 BAKERSFIELD, CA •• • i •'_ PHONE: s• •!! SITE ADDREbb 12702, 12714 & #i STOCKDALE Aw-lAKERSFIELD,CALIFORNIA NORTHEAST CORNER OF STOCKDALE HIGHWAY AND ALLEN ROAD. NOT ALL UNDERGROUND ° LOCATED BY ' AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR ,R INFORMATION w°, DERIVED FROM ANY OUTSIDE UNDERGROUND ARE SHOWN MAPS WERE NOT PROVIDED. SURVEYORTHE RESPONSIBILITY i. EASEMENTS, PROPERTYOTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT THAT NO TITLE REPORT mer 1 PROVIDED i` i D FOR THIS SURVEY. COR. s •M.D.M. •i 1M.D.M. 1,�Z Lc I Z I 2001 ° COURT BAKERSFIELD, CA 93309 ROGER PHONE: • COVERINDEX OF SHEET] SHEET TITLE SHEET 2 `i !• i' S. ALLEN -!., ------------- GRANDMTAL A.C. PAVING 5 STRIPING PLAN A JUAN AVENUE -S. ALLEN ROAD STRIPING ■ LAN CLASS 11 AGG. BASE_ -STOCKADLE HIGHWAY Z o W wz TYPE "M" MEDIAN CURB w(D o E cn HANDICAP •. • c� 8 •y o CUT LINE REMOVAL 6" CURB & GUTTER cn„m �cimC; L6' WIDE MEANDERING SIDEWALK coo c3 DETAIL!SAW 22 STRIPING �4Ci 1 DETAIL 38 STRIPING 4 I� W O �i— ,DETAIL 39 STRIPING kst�a � STORM DRAIN MANHOLE v, •N w • STORM DRAIN .E w in ¢ W c cn '� r. • r. • • BENCH MARK, I O. OF * LAMPHOLE AT THE CENTERLINE INTERSECTION OF STOCKDALE HIGHWAY AN JEWETTA AVENUE. 11 ELEVATION = « DATUM m 1 ASIS BEARINGS: THE BEARING ••'•.: W SHOWN O1/ THE CENTERLINE OF STOCKDALE HIGHWAY C iii! `°i B.C. (3000' RAD.) PER RECORD OF SURVEY, R/S BK. 117 WAS USED AS BASIS OF i OWNER/SUBDIVIDER AMBER INVESTMENTS, LLC A CALIFORNIA LIMITED LIABILITY COMPANY 7512 CALLE * i i 1 BAKERSFIELD, CA •• • i •'_ PHONE: s• •!! SITE ADDREbb 12702, 12714 & #i STOCKDALE Aw-lAKERSFIELD,CALIFORNIA NORTHEAST CORNER OF STOCKDALE HIGHWAY AND ALLEN ROAD. NOT ALL UNDERGROUND ° LOCATED BY ' AND THE SURVEYOR ASSUMES NO RESPONSIBILITY FOR UNDERGROUND UTILITIES NOT SHOWN OR ,R INFORMATION w°, DERIVED FROM ANY OUTSIDE UNDERGROUND ARE SHOWN MAPS WERE NOT PROVIDED. SURVEYORTHE RESPONSIBILITY i. EASEMENTS, PROPERTYOTHER INFORMATION PERTAINING TO RECORD TITLE INTEREST DUE TO THE FACT THAT NO TITLE REPORT mer 1 PROVIDED i` i D FOR THIS SURVEY. COR. s •M.D.M. •i 1M.D.M. 1,�Z Lc I Z I 2001 ° COURT BAKERSFIELD, CA 93309 ROGER PHONE: • COVERINDEX OF SHEET] SHEET TITLE SHEET 2 SAN JUAN AVENUE 3 S. ALLEN -!., 4 STOCKDALE 5 STRIPING PLAN A JUAN AVENUE -S. ALLEN ROAD STRIPING ■ LAN -STOCKADLE HIGHWAY M 1%011'111 1 1M r%F- NO SCALE CITY OF BAKERSFIELD OFFS1 STR T IMPROV M NT ANDST�QRM DRAIN PLANS 12 7 0 21 12 71 & 12 8 0 0 3��TOCKDAL HIGHWAY AK RSF1 LD,__G,,A 93312 P.C.D. NO. 16m 0432 www DID NO. 5F15C378468 REMAINDER PORTION LOT 36 TRACT No. 6281 - UNIT 1 LOT 1cw LLA. No. 15-0411 DOC. No. 0215162444 O.R. � wau ww��w .1�, wa. 4�Y.� waY �r wa.w•w! ® n 77 --• .,� ..,. _,. �..._...�� �,. w .,, _w ..., . _ ........ _ � ..., �. � .. ...a� �.,_ � �. _W _' .�° g� -v. _.. _ . _� ,�- h mow. � . _.., .�..�._,. �. �,_ . � �....� _....�, FIA%r E %T/ 1 ME A lmmjft Vp T 100, NOTE: 1. A PRE- CONSTRUCTION CONFERENCE WILL BE REQUIRED FOR THIS PROJECT. CONTACT THE CONSTRUCTION ! AT s OR •. 0 • AT LEAST 10 WORKING DAYS PRIOR •: DESIRED START is ! CONSTRUCTION TO SET UP AN APPOINTMENT FORTHE PRE -CONSTRUCTION CONFERENCE. CONSTRUCTION2. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY INSPECTION DEPARTMENT SHALL BE HOURS48 ! • • FORTH3. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET -' t HAVE ■ EEN MET. 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 SHALL BE CORRECTED DURING CONSTRUCTION. -�z-t7 ° iii• � 1; �• � ° • � APPROVED BY: NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. 61069 REVIEWED BY: 1vt 1, DATE REVIEWED BY: TRAFFIC ENGINEER • • • • '•' • • ° • ! ° • .• • , ° 1 III ' s • i r -' -19Q > v LAC z � X038 � iii °r° V V Z o W wz w(D o E cn c� 8 •y o cn„m �cimC; coo c3 �4Ci 4 I� W O �i— kst�a � v, •N w ' .E w in ¢ W c cn n r. r• r. oqrcNvcI,-vcC14v 0000 I ' Q LLJ cn < 1 f ._..; -; zc3 c3 w o CO I z i v U)(n I 1� t N90.00' 01 E \0> � 1 Uj 00 M (000 i E. COC. P. z 11 Q I Uj S8 -1905:T 09 ---____- '•-' _ (TE -LINE) j S891 P'S"E ALLEN ROAD SEE SHEET 3 SAN JUAN AVENU (PUBLIC 10+00.00 # STA. 16+00.00) SCALE: 1" = 30' HORIZONTAL VERTICAL y r bo c,a .�_,—-�,..�_ �.��_.. Q 364 m U' I I CURB RE N _.M__ 362 � _ ,. � .- .�_��..._-�_v 362 Z I I in (E) CURB GUTTER .� APPROXIMAT- (E) SOUTH �LOWLINE z I ca POR. () CURB & G TTER I SEE ONSITE � TO BE REM VED I � SEE ONSITE , TO BE REMOVED •-' I SEE ON ITE I (E) URB RETURN tRADING PLAN w ����� GRADING PLANS `-' _ GRADIN PLAN TO BE REMOVED 3% 0% _ 360 - -0.58 0 — -- -- _ ,S=-0,25%_.._ _ . �`0.5 % M _ - - .� ._- - - - _ - =1 3 _S= 0 36 t _ _ _ _ NS ^S= 1. TER — -- .� 0 q (E CURB & GU TER I _ S-0 50% (E) CURB GUT , S=-0.25% S 0.27% 358 -- 358 �, w r � � o ' z r. z I- m.- �- � cc, CD__jo r. r- °n o '4- 0) vm Lo to W W P`_ w to Lo Lo > to I co � M LO C.0 c0 W IR 10 r`; > � r C14 LO> to 35fi � t� �; °' t to tom . �' o c� 0i ti 6 tri a t3i m cn m ,�� I LLj r > m �- -� +- > Z>LLJ > a w w w I r r E.-.. �i w w w w z w w w w w z w (� W r w w w w w '� - p w J .� ..a _ t a ..t -� ---� �► w [� w� w w o: w w w w , �� w w w w n w w w w w �- w c7i I n cD© w w w w w w- %SUM 5 w w w ERE w w s ® w w • , ; • <a v v w . I ��' r` `� ,a , , w .,a v ® , , �. �r,, ® v v m ®�- , _ w �- t\+ �- ti �,.- N - �.,� _ 354 354 - _ -.� w -►_ ._. �, -! - � _ - W �, Q mm� m� ` ,,� -gym v +,, mm ca �`' m �� �- `v. 1-1 m� m �w� W ry �- N 0 cn «i r- M m Wm ff - , to c� c� c� ,- �- to c cn �-- to � r c I _ w r• w cv cr_tv `� c3iQ cn � � � rn � c -q � Ln �,cn w .•--�^ w 001 r.tjy � tf? 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N41�"„ Q CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. 1NN• 35 6 �� 1$ 42 _-''� STANDARD. RELOCATE (E) TRAFFIC SIGN. 1tyy. 35� 41 `' -ID REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER 11+013 PLAN. 33° 5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -3. CSR INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. ,9 (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. 1 Q (E) MOW CURB TO BE REMOVED. CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME ��. HARDSCAPE UP TO LINE SHOWN. (E) MEDIAN CURB TO BE REMOVED. (E) A.C. PAVEMENT TO REMAIN. SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. r; TO 95% RELATIVE DENSITY PER APPROVED STREET -- -'• v CONSTRUCTION PLAN REFERENCE N0. 1.1-6250. Zo CPO. `� ' S HEAVY DUTY - A.C. PAVEMENT TO BE 0.30' A.C. ON �P\ v ors o i� OVER 0.40 AGG. BASE OVER 1.00 COMPACTED O.G. Al 62,50) N o� ` TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. R � OF 1 kNc 31 PC• v 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN <pPR�q.: 12 53 A�• a LINE SEE PLAN AND SECTION A THIS DRAWING. WN -1 12 p > N N N , i 1 ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER LUMP pR�w S.� 35' 349.0 `� `�'• �� 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE o NO. 6.1-1386 ur✓s y 8 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 1 g FURNISHED AND INSTALL STORM DRAIN MANHOLE PER C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT FOR INSTALLATION OF CONCRETE APRON AROUND THE (N) DRAIN MANHOLE. `FJ RECONSTRUCT WEST SIDE WANG OF (E) DRIVEWAY TO FIT NTH NEW CURB RETURN. PROTECT -IN-PLACE THE REST OF THE DRIVEWAY. 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR DETAILS. RELOCATE (E) TRAFFIC SIGN. (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED IF POSSIBLE. (E) OUTLET STRUCTURE TO BE REMOVED. (E) STREET LIGHT TO BE RELOCATED. �g (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF /A/Z7FOUND NOT TO BE COMPLIANT OR DAMAGED FROM ?'L� t�R i5VER Y T' �r R�''/f40VIFO 7 VYO 77k6,65 CONSTRUCTION. ®F 1-1,4k6 S/Ze /V u 5r gc PRoYIDW-0 sAcK ry PROTECT -IN-PLACE (E) DRY UTILITY LINES. T144c- G'/TY 1�*Rlo l� 7`o . rrl� Rr DF ca 5rR(.) c r1-oA1� CALTRANS "CASE F" A.D.A. RAMP -SEE ONSITE GRADING cdNiAcr 1141- CTT ' oma' eAA6R5"r'/C"4-6 P,4Rk5 PLAN. ,0/ s- t oAl .4r (-6(a/) .3e(. - 3266 /--.O Z (E) STREET LIGHT TO REMAIN. PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 34 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GU ITER. ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. EASEMENT LEGEND: OAN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO KNOWN AS ALLEN ROAD. AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST j AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR INGRESS, EGRESS ANf ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD R/W RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. 50 00' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES Y PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 VARIES 6' 6' ±12' I m AN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL 18'_26' HEAVY DUTY z '�' FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL A.C. PAVEMENT m@p AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES I RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. —2' - 2' 10 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF 3UjOFFICIAL RECORDS. cn ; I 12 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES I RECORDED SEPTEMBER 26 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 3 VARIES ' --2% _ U% 1 % ce C3>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES - - - - RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. <8>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES 14 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. 4 5 15 15 EASEMENTS FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS 'n=4.5 DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 PHASE: 1, R VALUE=65.4 PARCEL MAP BOOK 57, PAGES 13-14. 16 WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, SECTION (B"� PARCEL MAP BOOK 57, PAGES 13-14. 1 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES SCALE: NONE Z RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. 18 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT N0. 0217046805 DATED 4/13/17, O.R. 0 ADDITIONAL RIGHT-OF-WAY DEDICATION i0 CITY OF BAKERSFIELD PER DOCUMENT 0217044593 DATED 04/07/17, O.R. 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT N0. 0217044594 DATED 04/07/17, O.R. � <8> WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT N0. 0217046806 DATED 04/13/17, O.R. (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT N0. DATED O.R. • below. beforeCall CURTae CO LEGEND AND ABBREVIATIONS {E} EXISTING PROPOSED 6" CURB ONLY CURVE RADIUS LENGTH TANGENT DELTA 362 V) TP TOP OF PAVEMENT 1 30.00' 45.44' 28.36' 86'46'54" z I (N) NEW TG TOP OF GRATE " PROPOSED 6 CURB & GUTTER _ _ " 2 20.00 30.95 19.54 88 40 24 (E) CAT H BASIN BW EP BACK OF SIDEWALK O/X OVER -EXCAVATION EDGE OF PAVEMENT FF FINISH FLOOR - - - CENTERLINE OF STREET 3 30.00' 43.20' 26.31' 82'30'16" 360 — TO BE EMOVED - - >�o TC TOP OF CURB FC FINISH CONCRETE -- - - - -- -- PROPERTY LINE / RIGHT-OF-WAY 4 20.00' 34.03'' 22.80' 97.29;44H8 UEE� FL FLOWLINE G.B. GRADE BREAK ------------------------ PROPOSED GRADE BREAK E 5 8.00 25.13 - 180 00 00 E ° , CL CENTERLINE FG FINISH GRADE W u0 cd ELEV ELEVATION FP FINISH PAVEMENT ------- — SAW CUT 3 __�-..-�. ME L.S. MATCH EXISTING SCO SEWER CLEANOUT LANDSCAPING AREA FW PROPOSED FIRE WATER LINE Q A.P.-SAWCUT LINE/ R7 A.P.-SAWCUT LINE i vci o FC SWR SEWER FINISH CONCRETE DWR DOMESTIC WATER PROPOSED DOMESTIC WATER UNE STA. 12+48.38, C.L. 1.44RT. STA. 12+48.38, C.L. 8.58RT. k5 t3 SD STORM DRAIN FWR FIRE WATER - - o PROPOSED STORM DRAIN LINE ® B.C.-SAWCUT LINE ® END (E) MEDIAN REMOVAL/ v' N XFL XFG (E) FLOWLINE S W SIDEWALK E FINSIHED GRADE / {) PROPOSED SEWER LINE STA. 12+82.26, C.L. 6.44LT. B.C. (N) MEDIAN NOSE/ MATCH E GRADE 356 - - _i XFC INV. INVERT (E) FINSIHED CONC. R W RIGHT -OF -WA Y ------------------------ PROPOSED GRADE BREAK LINESTA. E.C.-SAWCUT LINE C.L. 10.00LT. 13+47.73, C.L. 8.00LT. f ~INV. XEP (E) EDGE OF PAVEMENT W/W WALKWAY _ _ ®� _ . PROJECT BOUNDARY 4 ❑ A.P.-SAWCUT END ® E MEDIAN REMOVAL/ � � �,.. N M.N. B/W MANHOLE O.G. ORIGINAL GROUND BACK OF WALK XTC E TOP OF CURB () (E) CURB AND GUTTER STA. 13+49.75, C.L. 10.00LT. E.C. N� MEDIAN NOSE% MATCH E GRADE �) � N N 18 D p065.61 FL PROPOSED GRADE ELEV. _D E STORM DRAIN LINE {) ® A.P.-SAWCUT LINE - STA. 13+49.71 C.L. 1 0.00RT. STA. 13+47.73, C.L. 8.00RT. 00 ,- C1 y 0. FC EXIST. GRADE ELEV. -° O.3159' DIRECTION AND PERCENT OF SLOPE _ - __ (E) SEWER LINE R P.C.C.-SAWCUT LINE STA. 13+12.51, C.L. 10.00RT. 352 W -- - m� REMOVED - - - FOR DRAINAGE (E) DOMESTIC WATER LINE � OF (E)18"D 00 � z E TRAFFIC SIGN ) _ E GAS LINE ® ONUMENT LEGE � ��� COw .- C M � J 0- 0 PROPOSED STORM DRAIN MH _ E JOINT UTILITY LINE () "L.S. J _ . � ° _ �' z Z "' ca PROPOSED SEWER MANHOLE (E) ELECTRICAL LINE FD. 2" I.P. W/HUB AND TAG 4383" PER PARCEL MAP 350 -M�-- - - z -' c.� ¢ °" w CU No. 11192, PHASE 1, P.M. BK. 57, PG. 13 : I `�'' <c 0) °' ® -`- z = ' „ ° PROPOSED SEWER CLEAN OUT - - (E) FIBER OPTIC LINE FD. PENNY BRASS TAG MRK'D. "L.S. 4383" WjCONCRETE NAIL L6 r-, -00 Q� o (E) TV CABLE BOX (E) TELEPHONE LINE PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 + j W � + + C, v + � EXISTING WATER VALVE FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, 348--- .- � z EXISTING FIRE HYDRANT -- __.- __-0H E OVERHEAD UNE () R/S BK. 19, PG. 117 " �c `f' � 1, z . �"-- w --- - �- (E) EDGE OF PAVEMENT FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED L.S. 4383 �-- '-°-' - �' �' z FIRE RISER LOCATION � (Ej WOOD FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 � (E)18"D C� 6.4% ® PROPOSED GRATE INLET ,s W/CONCRETE NAIL FD. PENNY BRASS TAG MRK D. L.S. 4383 ___1N�TALL]UW_LE_OE__ 18" RGJ--RCP RCP DRAIN EXISTING PALM TREE - (E) BARBED WIRE FENCE PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 UNE t "" (E) JOINT UTILITY TRENCH FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 0 SEE EASEMENT LEGEND <@> 6281 -UNIT 1, M.B. 53, PGS. 52-57 -- — -- -- — -- — — --®— — -�• OVEREX LINE SECTIO ITEM OF WORK - SEE SCHEDULE • • LIMITS OF GRADING PIPE SIZE SECTION DESIGNATION: RADIAL TABLE SCALE: 1" = 30' HORIZ. 8"S— UTILITY SECTION LETTER RADIAL DIRECTION 1" = 3' VERT. S=SEWER W -WATER A R1 NOO.00'00"E D=DRAIN G=GAS - - -- - _ 2 R2 N1 5012'35"W SHEET WHERE SECTION IS SHOWN R3 N04°14'32"E R4 NOO`45'25"E K9 Fal W41A m mm mm R r W SAN JUAN AVENUE (PUBLIC STREET) _j_ VARIES VARIES 0'--8' i NOTE: PAVEMENT PER C.O.B. APPROVED STREET CONSTRUCTION •+ • j REFERENCE w 6.1-1386. OR * DIRECTED BY CITY ENGINEER CONSTRUCTION NOTES - CONSTRUCT ORA�N 13.CONSTRUCT TYPE B"CURB & GUTTER PER C.O.B. S 62 G STANDARD DETAIL ST -1. N41�"„ Q CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. 1NN• 35 6 �� 1$ 42 _-''� STANDARD. RELOCATE (E) TRAFFIC SIGN. 1tyy. 35� 41 `' -ID REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER 11+013 PLAN. 33° 5 CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -3. CSR INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. ,9 (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. 1 Q (E) MOW CURB TO BE REMOVED. CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME ��. HARDSCAPE UP TO LINE SHOWN. (E) MEDIAN CURB TO BE REMOVED. (E) A.C. PAVEMENT TO REMAIN. SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. r; TO 95% RELATIVE DENSITY PER APPROVED STREET -- -'• v CONSTRUCTION PLAN REFERENCE N0. 1.1-6250. Zo CPO. `� ' S HEAVY DUTY - A.C. PAVEMENT TO BE 0.30' A.C. ON �P\ v ors o i� OVER 0.40 AGG. BASE OVER 1.00 COMPACTED O.G. Al 62,50) N o� ` TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. R � OF 1 kNc 31 PC• v 16 REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN <pPR�q.: 12 53 A�• a LINE SEE PLAN AND SECTION A THIS DRAWING. WN -1 12 p > N N N , i 1 ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER LUMP pR�w S.� 35' 349.0 `� `�'• �� 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE o NO. 6.1-1386 ur✓s y 8 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 1 g FURNISHED AND INSTALL STORM DRAIN MANHOLE PER C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT FOR INSTALLATION OF CONCRETE APRON AROUND THE (N) DRAIN MANHOLE. `FJ RECONSTRUCT WEST SIDE WANG OF (E) DRIVEWAY TO FIT NTH NEW CURB RETURN. PROTECT -IN-PLACE THE REST OF THE DRIVEWAY. 21 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR DETAILS. RELOCATE (E) TRAFFIC SIGN. (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED IF POSSIBLE. (E) OUTLET STRUCTURE TO BE REMOVED. (E) STREET LIGHT TO BE RELOCATED. �g (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF /A/Z7FOUND NOT TO BE COMPLIANT OR DAMAGED FROM ?'L� t�R i5VER Y T' �r R�''/f40VIFO 7 VYO 77k6,65 CONSTRUCTION. ®F 1-1,4k6 S/Ze /V u 5r gc PRoYIDW-0 sAcK ry PROTECT -IN-PLACE (E) DRY UTILITY LINES. T144c- G'/TY 1�*Rlo l� 7`o . rrl� Rr DF ca 5rR(.) c r1-oA1� CALTRANS "CASE F" A.D.A. RAMP -SEE ONSITE GRADING cdNiAcr 1141- CTT ' oma' eAA6R5"r'/C"4-6 P,4Rk5 PLAN. ,0/ s- t oAl .4r (-6(a/) .3e(. - 3266 /--.O Z (E) STREET LIGHT TO REMAIN. PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 34 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GU ITER. ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. EASEMENT LEGEND: OAN EASEMENT FOR THE HEREINAFTER SPECIFIC PURPOSE AND INCIDENTAL PURPOSES, IN FAVOR OF THE COUNTY OF KERN, AS ESTABLISHED BY ORDER OF THE BOARD OF SUPERVISORS OF KERN COUNTY MADE ON DECEMBER 7, 1887, AND ENTERED IN VOLUME 4, PAGE 358, OF THE MINUTE BOOKS. SAID EASEMENT IS FOR PUBLIC HIGHWAY PURPOSES, COUNTY ROAD No. 67, ALSO KNOWN AS ALLEN ROAD. AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED OCTOBER 5, 1934 IN BOOK 529, PAGE 462, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST 10, 1992 IN BOOK 6685, PAGE 1573 OF OFFICIAL RECORDS. O3 AN EASEMENT IN FAVOR OF THE COUNTY OF KERN FOR PUBLIC HIGHWAY PURPOSES RECORDED MAY 13, 1953 IN BOOK 2082, PAGE 107, OF OFFICIAL RECORDS. NOTE: A PORTION OF SAID ROAD WAS VACATED BY DOCUMENT RECORDED AUGUST j AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MAY 13, 1987 IN BOOK 6003, PAGE 2271, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES RECORDED MARCH 17, 1988 IN BOOK 6103, PAGE 1291, OF OFFICIAL RECORDS. OAN EASEMENT IN FAVOR OF THE PUBLIC FOR PUBLIC UTILITY PURPOSES RECORDED DECEMBER 4, 1991 IN BOOK 6602, PAGE 896, OF OFFICIAL RECORDS. OAN IRREVOCABLE OFFER TO DEDICATE AN EASEMENT OVER A PORTION OF SAID LAND FOR INGRESS, EGRESS ANf ROAD PURPOSES IN FAVOR OF THE CITY OF BAKERSFIELD R/W RECORDED AUGUST 14, 1996 AS DOCUMENT No. 0916103969 OF OFFICIAL RECORDS. 50 00' AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES Y PER TRACT No. 6281 - UNIT 1, MAP BOOK 53, PAGE 52 VARIES 6' 6' ±12' I m AN EASEMENT IN FAVOR OF PACIFIC GAS AND ELECTRIC COMPANY FOR ELECTRICAL 18'_26' HEAVY DUTY z '�' FACILITIES RECORDED MARCH 18, 2005 AS DOCUMENT No. 0205066676 OF OFFICIAL A.C. PAVEMENT m@p AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES I RECORDED JULY 18, 2005 AS DOCUMENT No. 0205185999 OF OFFICIAL RECORDS. —2' - 2' 10 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR TEMPORARY FLOWAGE & DRAINAGE PURPOSES RECORDED JULY 18, 2005 AS DOCUMENT No. 0205186000 OF 3UjOFFICIAL RECORDS. cn ; I 12 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR STORM DRAIN PURPOSES I RECORDED SEPTEMBER 26 2005 AS DOCUMENT No. 0205263562 OF OFFICIAL RECORDS. 3 VARIES ' --2% _ U% 1 % ce C3>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES - - - - RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263563 OF OFFICIAL RECORDS. <8>AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR SANITARY SEWER PURPOSES 14 RECORDED SEPTEMBER 26, 2005 AS DOCUMENT No. 0205263564 OF OFFICIAL RECORDS. 4 5 15 15 EASEMENTS FOR PUBLIC UTILITY PURPOSES AND RIGHTS INCIDENTAL THERETO AS 'n=4.5 DELINIATED OR AS OFFERED FOR DEDICATION PER PARCEL MAP No. 11192 PHASE: 1, R VALUE=65.4 PARCEL MAP BOOK 57, PAGES 13-14. 16 WAIVER OF DIRECT ACCESS RIGHTS PER PARCEL MAP No. 11192 - PHASE 1, SECTION (B"� PARCEL MAP BOOK 57, PAGES 13-14. 1 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR PUBLIC ROAD PURPOSES SCALE: NONE Z RECORDED DECEMBER 17, 2008 AS DOCUMENT No. 0208195183 OF OFFICIAL RECORDS. 18 AN EASEMENT IN FAVOR OF THE CITY OF BAKERSFIELD FOR WATER LINE PURPOSES RECORDED 12/05/2016 AS DOCUMENT No. 0216171718 OF OFFICIAL RECORDS. 19 FLOWAGE AND DRAINAGE EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT N0. 0217046805 DATED 4/13/17, O.R. 0 ADDITIONAL RIGHT-OF-WAY DEDICATION i0 CITY OF BAKERSFIELD PER DOCUMENT 0217044593 DATED 04/07/17, O.R. 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT N0. 0217044594 DATED 04/07/17, O.R. � <8> WAIVER OF DIRECT ACCESS VACATED PER DOCUMENT N0. 0217046806 DATED 04/13/17, O.R. (E) WAIVER OF DIRECT ACCESS AT NEW DRIVEWAY TO BE VACATED PER DOCUMENT N0. DATED O.R. • below. beforeCall CO V) z (n -W >�o UEE� E •� 8� W u0 cd cdcdd ca ci 6 vci o k5 t3 N N E ami rrl_r- N N � N 00 C1 y - 4 S.W. COR. SEC. 36 T.29 , R.26.E, M.D.M.- N.W. .D.M. N.W. COR. SEC. 1 _ _ T _ _ _ _ _ .� `�. _t T.30S., R.26,E, M.D.M. � _._ .� r. _.._ _ ___._ _......_ _._.. __.. __._ ._._ __._ .�. _....._. _ ._... __._ ,.._ _ ........._. _..._ .�. ._._ _._. A.P. -` .._._ ..._. _.._. _ STA. 10+54.66, C.L. j(I .,a A Cp m m CL INTERSECTION a 9 H Y MEDIAN : S�rIJS\ �` LIJ d- NOO 31 54 E 54,66 N00°40'55"E {BASIS OF BEARING) •__ T--._ �� _ _M__�_� _w_µ_ .__r�T���w�__�_-� ___-_-.-__�_ __--____-_-__-_ _-� I STA. 10+00.00, C.L., SAN JUAN AVE. ® w� __ 11+00 708.97' (TIE) 12+00 --�--. _ _ _' 13+00 �- _ �. _ W: ._ ®. 14 00 �, ... ® _. _. _ _ _ .__�__. � _ � �; ._ _ - _ � _ _ - _ _-- w -- _---- � _ _ �- -_ , Q"" �- • . _ - 777 g5,.- 18+00 . O.I . TRAFFIC- { �`~ cr `-' I w 15+00 w `' c.> -I--- .-,/ -... _ 68.98 TIE { # co!. OR I oo ca c� a 16+00 i- - - - { SIGNAL. & LIGHT{ . A.C.�PAVED ROAD �� � ,� �n � ua � �'� 708.97 (TIE} 17+QO ! ' { ,t _Wr i C6 STANDARD _ w . N v A �I_ .� - ` ��. 2 t° w -' _ -;. I F-- LO ._ _- _ v n`*7 j - -- { � � { N SSIGNE I IGHT T , { �.�...----...._-_._-.�_-_.K�..__-__.-�w..°..� w � W '.—I z � �__�._ � � � v:oa�_ _ i _�__n . _._� _ � �v,•-. a'oin EX. A.C. PAVED ROAD o f 00 o! STD. NUHE . �ER G.G.. {� ®c.i =► co z . -'0 z w + + I I w v I � it LINE it { _ m M <C F- �n - Mw I ¢ c' ice"' (E) MEDIAN CURB { — -- -- —_ --_---_—__— ---_ �_ _ __---------__ ___— 5:D vaa �Ui� i t tv- o {w +�`+ §-` _ � Cy cCi cCi Q to { C/) .- = r- .- LO i a w 3 0:1 1 CD -ricr036" ++ QI ir- 0 to LO r - p p { I 5 { ° i� ���`°$ I 'w FJ 7 EX. R .. v F- h- Q 4 `""� t } ® �d'.y ._ _- n . ,_ _. �_ S S �E 3 .4! ui ao® _R4 ! �' '� r - - �-` — -_- - - - - - - & GA'T`E - mamma v) c/) ---Hz - rn - ` o j 1p;Iv. 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SETBACK LINE 2 ! o r' { .- _- - ..._ - - - - - - - - - - _ _.. w....� _L� SEE SEPARATE ONSITE I � � ..., '.-o ' NO ASSIGNED I H { { ,aa GRADING PLN I €, p 11 _ ��c., STD, NUMBER R G,O.G. { t _ _�.. E t i 4 GR A { SEE SEPARATE ONSITE �� � z I -------------- __ r_, _ _F I GRADING PLAN i z: t4 I -_ STOCKDALE HIGHWAY 6 x'a c� m E.C.R. (N) CURB RETURN/. 1 r: ® B.C.R. (N) CURB RETURN/ n SAN JUAN AVENUE SEE SHEET 4 {�, cn SEE SHEET 2 MATCH E GRADE I �- MATCH E GRADE �,r„„� ,�,,,,�,,,,,, •" I ` STA. 14+08.45, C.L. 97.2 RT.= STA. 14+54.25, C.L. 86.09RT.= ALLE. STA. 14+23.10, F.L. �' (� STA. 14+36.77, F,L.(PUBLiC STREET) 19 i j I� (STA. 10+00.00 TO STA. 18+32.61) SCALE: 1" = 30' HORIZONTAL mm k1*1+1 mm gm 10 11 12 13 14 15 16 17 18 (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK O/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLiNE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FINSIHED GRADE INV, INVERT XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.H. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 1Q65.61 FL PROPOSED GRADE ELEV. 106_4-,_OFL EXIST. GRADE ELEV. 0 015% DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE (E) TRAFFIC SIGN 0 PROPOSED STORM DRAIN MH 366 PROPOSED SEWER MANHOLE _� O PROPOSED SEWER CLEAN OUT w (E) TV CABLE BOX E O EXISTING WATER VALVE EXISTING FIRE HYDRANT +� FIRE RISER LOCATION � ® PROPOSED GRATE INLET EXISTING PALM TREE 0 0 <@> SEE EASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE /- PIPE SIZE cn ui 8"S---- UTILITY Q0 _ S=SEWER W=WATER 4 ___ D=DRAIN G=GAS ------------------------ FW W R is & GUTTER -- D ENT CP DRAIN .20% S ----------------------- 358 CATCH(0 (E) BASIN i s PROTECTED—IN ., QCONSTRUCTiMEANDERING SIDEWALK • R C.O.B. 'r .rr GUTTER TO BE PROTECTED— —PLACE. a r " STANDARD. FO PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER CENTERLINE OF STREET PROPERTY LINE / RIGHT-OF-WAY PROPOSED GRADE BREAK SAW CUT PROPOSED FIRE WATER LINE PROPOSED DOMESTIC WATER LINE PROPOSED STORM DRAIN LINE PROPOSED SEWER LINE PROPOSED GRADE BREAK LINE PROJECT BOUNDARY (E) CURB AND GUTTER (E) STORM DRAIN LINE (E) SEWER LINE (E) DOMESTIC WATER LINE (E) GAS LINE (E) JOINT UTILITY LINE (E) ELECTRICAL LINE (E) FIBER OPTIC LINE (E) TELEPHONE LiNE -- —OH-- (E) OVERHEAD LINE -- -- - — -- - - (E) EDGE OF PAVEMENT (E) WOOD FENCE (E) BARBED WIRE FENCE r ' -- (E) JOINT UTILITY TRENCH -- -- -- OVEREX LINE • • LIMITS OF GRADING SEQT10N DESIGNATION: SECTION LETTER A SHEET WHERE SECTION IS SHOWN , ! CONSTRUCTION CONSTRUCTION NOTES QCONSTRUCT•: V R is & GUTTER FFSITE IMPROVEMENT E)18" RGJ-R LINE @10.12% ENT CP DRAIN .20% i''r r 358 CATCH(0 (E) BASIN i s PROTECTED—IN ., QCONSTRUCTiMEANDERING SIDEWALK • R C.O.B. 'r .rr GUTTER TO BE PROTECTED— —PLACE. a r " STANDARD. FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, f.i x R gi. • !REMOVED. o' (E) IMPROVEMENTS AND RECONSTRUCT PER CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING PLAN. FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL z CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. 354 ST -2. REMOVE LANDSCAPE AND REPLACE NTH SAME FD. 2" I.P. W/NUB AND TAG "L.S. 4383- PER TRACT No. STANDARD DETAIL ST -3. 368 HARDSCAPE UP TO LINE SHOWN. 9 ___. INSTALLREMOVE ■ • C.O.B.it"i DETAIL ,i, CURBRAMP L MEDIAN 'i TO BE REMOVED. ST -10. SAWCUT 2'BACK FROMEDGEi OFPAVEMENT k iREMAIN. x PAVEMENT OR A DIRECTED BY R 1 00 SAN JUAN 1 A.C. PAVEMENT TO BE 0.20' A.C. OVER i _ BASE # • 0.50' - •i TO 95% RELATIVE DENSITY PER APPROVED STREET CONSTRUCTION PLAN i. 1.1-6250. HEAVY DUTY A.C. TO 0.30' OVER 0.40' AGG. BASE OVER ii COMPACTED TO RELATIVE DENSITY PER ONSITE GRADINGPLAN ■ iCATCH BASIN AND A PORTION OF DRAIN LINE SEE PLAN xi SECTION DRAWING. ALLEN ROAD— ! y r A PAVEMENT iBE 0.45' x A.C. 0.50' AGG. BASE OVER , COMPACTED O.G.O • PER APPROVED STREET CONSTRUCTION ■ REFERENCE # :6 STOCKDALE HIGHWAY— A.C. PAVEMENT TO BE # A REFERENCEOVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN i 6.1-1386 FURNISHED AND INSTALL STORMDRAIN MANHOLE PER \� C.O.B. STANDARD DETAIL PAVEMENT FOR INSTALLAT10N OF CONCRETE APRON AROUND THE DRAIN MANHOLE. #RECONSTRUCT WEST SIDEOF DRIVEWAY NTH NEW ■B PROTECT -IN -PLACE REST OF rR LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR DETAILS. i RELOCATE TRAFFIC POSSIBLE.(E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED IF " 1 REMOVED. `wii� STREET i BE RELOCATED. �g (E) HANDICAP RAMP O REMAIN—CONTRACTOR TO VERIFY IF RAMP IS A.D.A. COMPLIANL RECONSTRUCT RAMP IF CONSTRUCTION. 1 r■i -PLACE " DRY UTILITY LINES. j�✓CALTRANS "CASEA.D.A. •. ONSITE GRADING PLAN. TO REMAIN. PROTECT -IN -PLACE (E) DRAIN STRUCTURE DURING gRECONSTRUCTION OF CURB GUTTER. PROTECT -IN ■#.. -PLACE O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION ;ri OF r ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. l i' i i ! " 1 ■ ! i" i � i r! 1'r ! �i k i■ � r ..! i 'iti . A i x A • i x i A' x x !• ! i i • i• ■ A ■ r■i i x •i• ! i i `# t i i a } ri • !•i i A. - x it i. � it ■ � "ri i'i i � F. a 1 iR i i ■x N � it ■. � Y.ili ! rri ' • rl • • 1' Cii "� ! x iRi i 1• ii " liMW. # # i••• . ! ! 1 • . ! !Ri / . ii x ii • i i ••• i ! � ' !'1 ' i`r i R • ii 1 ri � # i • • ! ! A • i"i x t 1 !• i i .1 i i• " �. " rri �! r#■! x r i k ! x r r !- �! - r !r r r t! r• rx. x• • i i • i • r r x • . 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APPROVED (PUBLIC STREET m + :1)} �$ STREET CONSTRUCTION PLAN * OR AS DIRECTED BY REFERENCE N0. 6.1-1386. (STA. 10+OO.OQ TO STA. 17+01.77) w CITY ENGINEER SCALE: 1" = 30' HORIZONTAL ,Q SECTION rE 1" = 3' VERTICAL SCALE: NONE 364_ t I I I r I 362 I I SEE ONS i E APPRO (MATE (E) N RTH FLOWLINmmmmryTN I GRADING LAN s_ 2.S= .03% S=1.77642 o r 360C5 C3 r co I r I I M A POR. OF E) CURB & I I I > 358 GUTTER TO IBE REMOVED 356 _ I w I _ _ I c © t- �rLU © I r I Q:::D o> M <I zw w w w 354 �m J J D w J mzQ m� W `-' 352 v I I z 6 o D 00 V ._.. z � :m V_ Q� z r I ' w 0 F- m m V) I w m cnn [ 350 348 I r I 10 11 12 13 1 1: xxcxm�MW 0=00 •M (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD XFL STORM DRAIN (E) FLOWLINE FWR FIRE WATER S/W SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.N. MANHOLE Q.G. ORIGINAL GROUND B/W BACK OF WALK XTC (E) TOP OF CURB 1065.61 FL PROPOSED GRADE ELEV. 0.,I ELI EXIST. GRADE ELEV. -' 4.315% DIRECTION AND PERCENT OF SLOPE FOR DRAINAGE (E) TRAFFIC SIGN 0 PROPOSED STORM DRAIN MH 19 PROPOSED SEWER MANHOLE O PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX E E EXISTING WATER VALVE EXISTING FIRE HYDRANT + FIRE RISER LOCATION �r=E•ca ® PROPOSED GRATE INLET EXISTING PALM TREE <0> SEE EASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE PIPE SIZE 8"S- UTILITY S=SEWER W=WATER D=DRAIN G=GAS FW .A. -- a S ----------------------- G , r PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER CENTERLINE OF STREET PROPERTY LINE / RIGHT-OF-WAY PROPOSED GRADE BREAK SAW CUT PROPOSED FIRE WATER LINE PROPOSED DOMESTIC WATER LINE PROPOSED STORM DRAIN LINE PROPOSED SEWER LINE PROPOSED GRADE BREAK LINE PROJECT BOUNDARY (E) CURB AND GUTTER (E) STORM DRAIN LINE (E) SEWER LINE (E) DOMESTIC WATER LINE (E) GAS LINE (E) JOINT UTILITY LINE (E) ELECTRICAL LINE (E) FIBER OPTIC LINE (E) TELEPHONE LINE (E) OVERHEAD LINE (E) EDGE OF PAVEMENT (E) WOOD FENCE (E) BARBED WIRE FENCE -- U (E) JOINT UTILITY TRENCH -- -- --- -- ®- ®-- �- - ®- - OVEREX LINE 0 o LIMITS OF GRADING SECTION DESIGNATION: SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN TABLECURVE ! �L•7� iii • A iDA ABi RADIAL ME i' ` AM 1 ' !'/ fi A • '.i� is `A i � A " !'i ' i'i 1 A' ii j !i � # 1 i••. . ! ! i., . !«! ! !'i i : ii !! . i i :•iii ! 0 1 � o ' �► y i • « ! ! ! i'i W AN 9 11-10 WITAT&I AN f + • i ! A a ' i•I i ii i i! ! i i« • ! ! A r r rr • !!i i i i • i! • t • : ! ! i ! !'i .1 •1 CL DR IN INLET ONSITE IMPR VEMENT I (E) URB RETURN AND AP R. OFE C RB & SEE 0 SITE ? GU ER TO BE RE A OVED (E) CURB & GUTTER T REMAIN GRADI G PLAN ,� ori S-0.2 % S=0.44% __ _-_- ___ S 0.34% S=-0.2 % S=0 0% I I S=0.23% 0) TO BE REMOVED r PROPOSED NEW NORTH FLOWLINE w Uj w oI _ _ > <c to co� co � z ! y jQI w m w w J 00 a U U: -;8 46 z m z v �- _ " r �p Uj +z + .. + I -4- Z co Pte -W Fes- z tn in, w to r Mac 141~1.1 mi 352 ma 348 348 i i I I V_ l I 134S i 14 15 16 17 18 EASEMENT LEGEND CONVD.: 19 FLOWAGE AND DRAINAGEEASEMENT TO CITY OF A r , PER DOCUMENT 0217046805 DATED O.R. ADDITIONAL ii 1 ARIGHT -OF -WAY DEDICATION ! CITY OF BAKERSFIELD!!! 0217044593 DATED 04/07/17, O.R. 21 PEDESTRIAN EASEMENT TO CITY OF BAKERSFIELD PER DOCUMENT NO. 0217044594 DATED i< i O.R. `►.�►.WAIVER O A'! DIRECTACCESS VACATED DOCUMENT NO. 0217046806 DATED i, O.R. DOCUMENT WAIVER OF ECT CCESS RIVEWAY TO BE VACATED PER �►j DATED A i ! r DETAIL 1 SCALE: 1"=10' 4 CONSTRUCTION NOTES: /-.4-! CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STANDARD DETAIL ST -1. CONSTRUCT 6' WIDE MEANDERING SIDEWALK PER C.O.B. STANDARD. RELOCATE (E) TRAFFIC SIGN. REMOVE (E) IMPROVEMENTS AND RECONSTRUCT PER PLAN. (� CONSTRUCT COMMERCIAL DRIVE APPROACH PER C.O.B. STANDARD DETAIL ST -3. �l INSTALL ADA CURB RAMP PER C.O.B. STANDARD DETAIL ST -10. SAWCUT 2' BACK MINIMUM FROM EDGE OF PAVEMENT OR AS DIRECTED BY CITY ENGINEER. (E) CATCH BASIN TO BE PROTECTED -IN-PLACE. 11 (E) CURB & GUTTER TO BE PROTECTED -IN-PLACE. 1 (E) MOW CURB TO BE REMOVED. �) CONSTRUCT TYPE "M' MEDIAN CURB BY MATCHING (E) MEDIAN CURB AND PER C.O.B. STANDARD DETAIL ST -2. REMOVE LANDSCAPE AND REPLACE WITH SAME HARDSCAPE UP TO LINE SHOWN. 1 (E) MEDIAN CURB TO BE REMOVED. 13 (E) A.C. PAVEMENT TO REMAIN. SAN JUAN AVE.- A.C. PAVEMENT TO BE 0.20' A.C. OVER 0.40' AGG. BASE OVER 0.50' COMPACTED O.G. TO 95% RELATIVE DENSITY PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 1.1-6250. 5 HEAVY DUTY - A.C. PAVEMENT TO BE 0.30' A.C. OVER 0.40' AGG. BASE OVER 1.00' COMPACTED O.G. TO 95% RELATIVE DENSITY PER ONSITE GRADING PLAN. fi REMOVE (E) CATCH BASIN AND A PORTION OF (E) DRAIN LINE SEE PLAN AND SECTION "A" THIS DRAWING. ALLEN ROAD- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50 AGG. BASE OVER 1.65 COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 STOCKDALE HIGHWAY- A.C. PAVEMENT TO BE 0.45' A.C. OVER 0.50' AGG. BASE OVER 1.65' COMPACTED O.G. TO 95% PER APPROVED STREET CONSTRUCTION PLAN REFERENCE NO. 6.1-1386 1 g FURNISHED AND INSTALL STORM DRAIN MANHOLE PER C.O.B. STANDARD DETAIL SW -2. SAWCUT (E) PAVEMENT FOR INSTALLATION OF CONCRETE APRON AROUND THE (N) DRAIN MANHOLE. RECONSTRUCT WEST SIDE WING OF (E) DRIVEWAY TO FIT WITH NEW CURB RETURN. PROTECT -IN-PLACE THE REST OF THE DRIVEWAY. 2 LANDSCAPING -SEE SEPARATE LANDSCAPE PLANS FOR DETAILS. RELOCATE (E) TRAFFIC SIGN. (E) CHAIN LINK FENCE TO BE REMOVED AND SALVAGED IF POSSIBLE. iiiii , 41 (E) OUTLET STRUCTURE TO BE REMOVED. (E) STREET LIGHT TO BE RELOCATED. � (E) HANDICAP RAMP TO REMAIN -CONTRACTOR TO VERIFY IF RAMP IS A.D.A. COMPLIANT, RECONSTRUCT RAMP IF FOUND NOT TO BE COMPLIANT OR DAMAGED FROM CONSTRUCTION. PROTECT -IN-PLACE (E) DRY UTILITY LINES. )65 CALTRANS "CASE F" A.D.A. RAMP -SEE ONSITE GRADING PLAN. (E) STREET LIGHT TO REMAIN. 30 PROTECT -IN-PLACE (E) DRAIN STRUCTURE DURING RECONSTRUCTION OF CURB & GUTTER. 31 PROTECT -IN-PLACE (E) O.H. TRAFFIC SIGNAL IMPROVEMENTS DURING RECONSTRUCTION OF CURB & GU TTER. Q ADJUST TOP OF TRAFFIC SIGNAL BOX TO FINISHED GRADE. MONUMENT LEGEND: 0 FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, R/S BK. 19, PG. 117 ® FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 ® FD. PENNY BRASS TAG MRK'D. "L.S. 4383" W/CONCRETE NAIL PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 FD. 2" 1. P. W/HUB AND TAG "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 Know below. a before you dig. to tn��°? >�� w E E �r=E•ca �uW � co adciQ oc C3 CJ 0 t3L.� U �accn N C`V Q o6,-00 ui V) W %-.I --%i — N90*00'00r"E EX. HANDICAP I RAMP TO REMAIN SEE SHEET 2 00 00 EX. ONC. lyp. :z it < u.j 1`0 I S89*1 9'05"E 55. (TIE—UNE) S89 -1 '5-E 11.90 ALLEN ROAD STREET PLAN—SEE SHEET 3 STRIING PLAN—SEE BELOW If TRACT No. 6281—UNIT 1 M. BK. 53, PG. 52 � �� ! . �pN � 3U AN A� pR �, . C; j\A1 C) cn 29 u0i or_ uj C14 o4 C14 C14 0 :&r C -,l "C14 C,4 ,ON I / C) I LAJ 0 cc) Rg co 35 + r uj C3 co 5 Ar a- + N + C-4 L0 ca V) LijNESE _ C3 0 of 'D� 0 . U-1 V) �5Af_b m_ CD ) 5T 4 `Ir A- �-.s �'�6�✓ � DCAN Gv g 1 ' moo no 11+00 146.30 B.C. S15*12'35"E RAD. - 00 STA. 11+46-30, C.L.C*4 N90000'00"E 61.13' ryl SEE SEPAKA It Or GRADING PLAT 12+00 6--15'12'322 .. ,.r BEGIN (N) DETAIL 22 STA. 12+52.27, C.L. 6.65RT M PETAIL 22 R-1050.00' 51235 SAN JUAN AVENUE (PUBLIC STREET) STRIPING PLAN (STA. 10+00.00 TO STA. 16+00.00) 30' HORIZONTAL 1 it = 3' VERTICAL 40. L-278.3 4! GRpp\NG MONUMENT LEGEND.- * FD. 2- I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 * FD. PENNY BRASS TAG MRK'D. -L.S. 4383- W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 0 FD. C.O.B. CONC. MON. W/8RASS CAP IN L H PER R/S STRIPING LEGEND: R/S BK. 19, PG. 117 millux"Irlum BIKE LANE MARKINGS PER CAL -TRANS ri FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" STANDARD A24C. PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS If FD. PENNY BRASS TAG MRK -D. -L.S. 4383- W/CONCRETE NAIL APPLICABLE PER CAL -TRANS STANDARD A24A. PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 gop "STOP" MARKING PER CAL -TRANS STANDARD A24D. FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER TRACT No. V) 6281 -UNIT 1, M.B. 53, PGS. 52-57 (E) PAVEMENT MARKINGS (E) STRIPING TO BE REMOVED. LEGEND AND ABBREVIATIONS NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS (E) EXISTING TP TOP OF PAVEMENT ALL PERMANENT PAVEMENT MARKINGS TO BE (N) NEW TG TOP OF GRATE THERMOPLASTIC PAINT PER CALTRANS STANDARD BW BACK OF SIDEWALK O/X OVER -EXCAVATION 0 SPECIFICATION ON SECTION 84, 2010 EDITION. EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE ALL PERMANENT STRIPING TO BE PAINTED PER FL FLOWLINE G.B. GRADE BREAK CALTRANS STANDARD SPECIFICATION ON SECTION CL CENTERLINE FG FINISH GRADE 84, 2010 EDITION. ELEV ELEVATION FP FINISH PAVEMENT ALL TEMPORARY STRIPING AND MARKING DESIGNATED ME MATCH EXISTING SCO SEWER CLEANOUT WITH (T) SHALL BE STRIPING TAPE (SSP) OR L.S. LANDSCAPING AREA SWR SEWER WATERBOURNE PAINT. FC FINISH CONCRETE DWR DOMESTIC WATER E NEW PAVEMENT MARKINGS -SEE LEGEND SD XFL STORM DRAIN FWR FIRE WATER (E) FLOWLINE PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER XFG S/W SIDEWALK (E) FINSIHED GRADE INV. INVERT CALTRANS STANDARD SPECIFICATION ON SECTION 84, XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY 2010 EDITION. XEP (E) EDGE OF PAVEMENT W/W WALKWAY (E) STREET LIGHT TO REMAIN. M.H. B/W MANHOLE O.G. ORIGINAL GROUND BACK OF WALK 0 cj (E) PAVEMENT MARKINGS TO REMAIN. ---a- (E) TRAFFIC SIGN (E) STRIPING TO REMAIN. 0 PROPOSED STORM DRAIN MH RELOCATED (E) STREET LIGHT'S NEW LOCATION. 0 PROPOSED SEWER MANHOLE (E) TRAFFIC SIGN TO BE RELOCATED. 0 PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX NEW 6' WIDE MEANDERING SIDEWALK -SEE SHEETSITEM (D OF WORK - SEE SCHEDULE cd 2 THRU 4. 8 (E) TRAFFIC SIGN TO REMAIN. FURNISHED AND INSTALL STOP SIGN (R1-1). ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DETAILS. TRACT No. 3620 TRACT No. 3619 M. BK. 30v PG. 186 M. BK 287 PG. 138 (E) R/W CURVE TABLE m I I I jan m 1111 10, 11 M 1111113 MON= RADIAL TABLE VITRO] millux"Irlum CO PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER CENTERLINE OF STREET PROPERTY LINE / RIGHT-OF-WAY ----------------------- PROPOSED GRADE BREAK PROJECT BOUNDARY (E) CURB AND GUTTER (E) ELECTRICAL LINE _F0 (E) FIBER OPTIC LINE (E) TELEPHONE LINE __0H- (E) OVERHEAD LINE (E) EDGE OF PAVEMENT (E) WOOD FENCE (E) BARBED WIRE FENCE u— (E) JOINT UTILITY TRENCH SECTION DESIGNATION: PIPE SIZE SECTION LETTER "S--- UTILITY =SEWER W=WATER =DRAIN G=GAS SHEET WHERE SECTION IS SHOWN S.W. COR. SEC. 361 Typ. T.29S., R.261, M.D.M. N.W. COR. SEC. 1 T.30S., R.26.E, M.D.M. Typ. -A.P. STA. 10+54.66, C.L. Typ. ('E' MEDIAN CURB NO*31'54"E 54.66' 00*40'55"E (BASIS OF BEARING (E) MEDIAN CURB -�4 --------------------------------------------------------- -------------------------------------------- ------------- 11+00 ----------------------- 708.97' (TIE x1_1 — -------------------------------------------------- .'g= 13+00 - — - - — - - — - - - 777 18+ Ek O.H. TRAFFIC 14+00 1.9+on cni W 00 7 C-4 --sop z -4W R1-1 c� 0 a COM. -00 UJ u) LO M ILDG- SETBACK LINE IF N 'm < LO > 01 BLDG. SETBACK LINE 0 d -j.0 1 -1 1 1 1 26 SEE SEPARATE ONSITE 00 x :m to L___j GRADING PLAN uj :� I -to 0:: 1 F SEE SEPARATE ONSITE UJ 04 C) GRADING PLAN f z "4- uj 0i V) nn .1-1 ) I IIJ z + m 00 00 STOCKDALE HIGHWAY cq + W + I ig 0 SAN JUAN AV STREET PLAN -SEE SHEET 4 zIL 0 mumm, Alm1h. z EL rm%Lz STREET PLAN -SEE m 0 + STRIING PLAN -SEE SHEET 6 i5 INN LO wSTRIING PLAN -SEI V) ALLEIN r1%jAu z ui LLJ V) m U) :z (PUBLIC STREET) ui V) STRIPING PLAN (STA. 10+00.00 TO STA. 16+00.00) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL Know what's below. Ca I I before you dig. CO V) z 0 V) Ld E E E E 0 cj C6 cd q cs ci C.> C-3 C3 - 402 a cl Q> ch E m m V) <�N� 00 SEE SEPARATE ONSITE r GRADING PLAN ff ONSITE � ENTRANCE ____ % 11 SEE SEPARATE ONSITE _____` 1T " E:. CONC, PAD ____ _ 3fi' GRADING PLAN "JL BROKEN BLD "� _ --T If GL. _ - _ G. SETBACK LINE R2/PRIVATE PROPERTY -Ek POST - t L_._ 1 5 TYP. SECTION LINE "�'-- -- _...._ _ ® N CURB & GUTTER r '';-_ W E SHEET 4W3 -31R26 .... .-.. ..... ._. ,... 4• NP. {E} CURB & GUTTER �....�._.--- (E) R fw_�- -- _ .- S9 1 _ _ t - TO REMAIN 2 �-- (N) DETAIL 38 f r� y {E} DETAIL 276 �� _��' .....,� v' X41 4 TYP. ... �„�, F. A.C. PAVED o .. 4 4' (N D �-�� CAC �, ) DETAIL 39 {E} CURB & GU 8`�sJ1 ITER .� - - - _.. - _ -- -- _ � o a � � � ®E- TO REMAIN. ' w 4 m. -- C) o ----- - - ..... 13+00 w �t �n —711 +00 A ---03°29'07" _ -___._ �.. _ --- - o�r- __ 12+00 _ R=8000<00' �. - _.� -�- �.. -� �_.._-�� ��.__. 00 co--------------- ----------------------------- _ _ 4 A _ __ _ a 1— t--" a ..�.�. _J U �J 0,25+00 _a. . _ 0 z w 00 L=486.64 ,`� rd -s < co - - , 0 _11- _ , _ oo _ MEDIAN # ®o°'a_ _n _ o � mw LLo T=243.39 w ... x - -- "..".� t,is 6+f, ��� - _ - - � � _ t _ _e S w _ rn 0)- -_ n c�; z � _ o .......-_....,...._ 158.48 --.--- z �� . _,_� e wcn ,`-� r� N85°444 "y'y_ _�`�- �-� - w + m cr`i ------ w..cn-------------------------------- 17+00 - ---__ _89.56Ld ' QA zCD w o w + -- -- -__--- - �-_-�.---..--_._. + Q -.-- 248.04' - to oo tow n�2. s r m n w w�cn z¢ ate- w :L5 V) o (E) RAWA L E 0 ul'mft&m OWA'&T'w T" o Lij r (PUBLIC STREET)a STRIPING PLAN (STA. 10+00.00 TO STA. 17+01.77) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL STRIPING LEGEND: an" BIKE LANE MARKINGS PER CAL -TRANS TOP OF PAVEMENT STANDARD A24C. �► CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS Uj ._3 � APPLICABLE PER CAL -TRANS STANDARD A24A. BW "STOP" MARKING PER CAL -TRANS STANDARD A24D. 0/X <t EP (E) STRIPING TO BE REMOVED. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TC ALL PERMANENT PAVEMENT MARKINGS TO BE FC THERMOPLASTIC PAINT PER CALTRANS STANDARD FL *ez LU G.B. ALL PERMANENT STRIPING TO BE PAINTED PER CL CALTRANS STANDARD SPECIFICATION ON SECTION FG 84, 2010 EDITION. ELEV ALL TEMPORARY STRIPING AND MARKING DESIGNATED FP WITH (T) SHALL BE STRIPING TAPE (SSP) OR ME WATERBOURNE PAINT. S.W. COR. SEC. 36 NEW PAVEMENT MARKINGS - SEE LEGEND L.S. -a -j SWR CALTRANS STANDARD SPECIFICATION ON SECTION 84, T.29S., R.26.E, M.D.M. 2010 EDITION. z v C3 � t N. COR. SEC. 1 (E) STRIPING TO REMAIN. 0 o n 41 T.30S., R.26.E, M.D.M. XFG NEW 6' WIDE MEANDERING SIDEWALK --SEE SHEETS INV. 2 THRU 4. S9 (E) TRAFFIC SIGN TO REMAIN. cwn '© o XEP ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DETAILS. W/W WALKWAY o o �r fin O.G. ORIGINAL GROUND z BACK OF WALK Mt C) E E v U) voi z TYP. © PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX j N8911'45"W 56.66' j I f �i I a � co w LO o I c' ti 3 C6 cn SEE SEPARATE ONSITE r GRADING PLAN ff ONSITE � ENTRANCE ____ % 11 SEE SEPARATE ONSITE _____` 1T " E:. CONC, PAD ____ _ 3fi' GRADING PLAN "JL BROKEN BLD "� _ --T If GL. _ - _ G. SETBACK LINE R2/PRIVATE PROPERTY -Ek POST - t L_._ 1 5 TYP. SECTION LINE "�'-- -- _...._ _ ® N CURB & GUTTER r '';-_ W E SHEET 4W3 -31R26 .... .-.. ..... ._. ,... 4• NP. {E} CURB & GUTTER �....�._.--- (E) R fw_�- -- _ .- S9 1 _ _ t - TO REMAIN 2 �-- (N) DETAIL 38 f r� y {E} DETAIL 276 �� _��' .....,� v' X41 4 TYP. ... �„�, F. A.C. PAVED o .. 4 4' (N D �-�� CAC �, ) DETAIL 39 {E} CURB & GU 8`�sJ1 ITER .� - - - _.. - _ -- -- _ � o a � � � ®E- TO REMAIN. ' w 4 m. -- C) o ----- - - ..... 13+00 w �t �n —711 +00 A ---03°29'07" _ -___._ �.. _ --- - o�r- __ 12+00 _ R=8000<00' �. - _.� -�- �.. -� �_.._-�� ��.__. 00 co--------------- ----------------------------- _ _ 4 A _ __ _ a 1— t--" a ..�.�. _J U �J 0,25+00 _a. . _ 0 z w 00 L=486.64 ,`� rd -s < co - - , 0 _11- _ , _ oo _ MEDIAN # ®o°'a_ _n _ o � mw LLo T=243.39 w ... x - -- "..".� t,is 6+f, ��� - _ - - � � _ t _ _e S w _ rn 0)- -_ n c�; z � _ o .......-_....,...._ 158.48 --.--- z �� . _,_� e wcn ,`-� r� N85°444 "y'y_ _�`�- �-� - w + m cr`i ------ w..cn-------------------------------- 17+00 - ---__ _89.56Ld ' QA zCD w o w + -- -- -__--- - �-_-�.---..--_._. + Q -.-- 248.04' - to oo tow n�2. s r m n w w�cn z¢ ate- w :L5 V) o (E) RAWA L E 0 ul'mft&m OWA'&T'w T" o Lij r (PUBLIC STREET)a STRIPING PLAN (STA. 10+00.00 TO STA. 17+01.77) SCALE: 1" = 30' HORIZONTAL 1" = 3' VERTICAL STRIPING LEGEND: an" BIKE LANE MARKINGS PER CAL -TRANS TOP OF PAVEMENT STANDARD A24C. �► CAL -TRANS TYPE IV ARROW LEFT OR RIGHT AS TG APPLICABLE PER CAL -TRANS STANDARD A24A. BW "STOP" MARKING PER CAL -TRANS STANDARD A24D. 0/X (E) PAVEMENT MARKINGS EP (E) STRIPING TO BE REMOVED. NOTE: SEE CALTRANS TRAFFIC MANUAL FOR DETAILS TC ALL PERMANENT PAVEMENT MARKINGS TO BE FC THERMOPLASTIC PAINT PER CALTRANS STANDARD FL SPECIFICATION ON SECTION 84, 2010 EDITION. G.B. ALL PERMANENT STRIPING TO BE PAINTED PER CL CALTRANS STANDARD SPECIFICATION ON SECTION FG 84, 2010 EDITION. ELEV ALL TEMPORARY STRIPING AND MARKING DESIGNATED FP WITH (T) SHALL BE STRIPING TAPE (SSP) OR ME WATERBOURNE PAINT. S1 NEW PAVEMENT MARKINGS - SEE LEGEND L.S. PAINT 12" LIMIT LINE USING THERMOPLASTIC PAINT PER SWR CALTRANS STANDARD SPECIFICATION ON SECTION 84, FC 2010 EDITION. DWR (E) STREET LIGHT TO REMAIN. SD (E) PAVEMENT MARKINGS TO REMAIN. FWR (E) STRIPING TO REMAIN. S6 RELOCATED (E) STREET LIGHT'S NEW LOCATION. S/W (E) TRAFFIC SIGN TO BE RELOCATED. XFG NEW 6' WIDE MEANDERING SIDEWALK --SEE SHEETS INV. 2 THRU 4. S9 (E) TRAFFIC SIGN TO REMAIN. 3 FURNISHED AND INSTALL STOP SIGN (R1-1). XEP ADA ENTRANCE SIGN -SEE GRADING PLAN FOR DETAILS. MONUMENT LEGEND: Q FD. 2" I.P. W/HUB AND TAG "L.S. 4383" PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 FD. PENNY BRASS TAG MRK'D. I.S. 4383" W/CONCRETE NAIL PER PARCEL MAP No. 11192, PHASE 1, P.M. BK. 57, PG. 13 ❑ FD. C.O.B. CONC. MON. W/BRASS CAP IN L.H. PER R/S, R/S BK. 19, PG. 117 FD. CONC. MON. IN L.H. W/BRASS CAP STAMPED "L.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 ® FD. PENNY BRASS TAG MRK'D. I.S. 4383" W/CONCRETE NAIL PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 FD. 2" 1.P. W/HUB AND TAG I.S. 4383" PER TRACT No. 6281 -UNIT 1, M.B. 53, PGS. 52-57 (E) EXISTING TP TOP OF PAVEMENT (N) NEW TG TOP OF GRATE BW BACK OF SIDEWALK 0/X OVER -EXCAVATION EP EDGE OF PAVEMENT FF FINISH FLOOR TC TOP OF CURB FC FINISH CONCRETE FL FLOWLINE G.B. GRADE BREAK CL CENTERLINE FG FINISH GRADE ELEV ELEVATION FP FINISH PAVEMENT ME MATCH EXISTING SCO SEWER CLEANOUT L.S. LANDSCAPING AREA SWR SEWER FC FINISH CONCRETE DWR DOMESTIC WATER SD STORM DRAIN FWR FIRE WATER XFL (E) FLOWLINE S/W SIDEWALK XFG (E) FINSIHED GRADE INV. INVERT XFC (E) FINSIHED CONC. R/W RIGHT-OF-WAY XEP (E) EDGE OF PAVEMENT W/W WALKWAY M.N. MANHOLE O.G. ORIGINAL GROUND B/W BACK OF WALK E E (E) TRAFFIC SIGN 0 PROPOSED STORM DRAIN MH PROPOSED SEWER MANHOLE © PROPOSED SEWER CLEAN OUT (E) TV CABLE BOX Q ITEM OF WORK - SEE SCHEDULE RADIAL TABLE .,! F.3 0 0 01 IIN i M I 1 PROPOSED 6" CURB & GUTTER !!7!!� i!': - - - CENTERLINE OF STREET - - - - -- -- PROPERTY LINE / RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK PROPOSED 6" CURB ONLY PROPOSED 6" CURB & GUTTER - - - CENTERLINE OF STREET - - - - -- -- PROPERTY LINE / RIGHT-OF-WAY ------------------------ PROPOSED GRADE BREAK - - - - - - PROJECT BOUNDARY (E) CURB AND GUTTER ---- (E) ELECTRICAL LINE (E) FIBER OPTIC LINE -- (E) TELEPHONE LINE (E) OVERHEAD LINE -- -- - -- - - -- -- - -- _ (E) EDGE OF PAVEMENT (E) WOOD FENCE (E) BARBED WIRE FENCE (E) JOINT UTILITY TRENCH SECTION DESIGNATION: PIPE SIZE 8"S— UTILITY SECTION LETTER S=SEWER W=WATER A D=DRAIN G=GAS 2 SHEET WHERE SECTION IS SHOWN CD V) Z O N 5; ry E E •a v cQa �i af3 a co d w E �(D N 0 0 00