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Home My WebLink About1.1-6444 Ph 6, 8 & 13 Record Drawing"FIBERGLASS STREET LIGHTS NOT ALLOWED REVIEWED BY.- �. A 11 -- APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R. C. E. NO. 61069 . _2 z4 REVIEWED BY- ASSISTANT PUBLIC WORKS DIRECTOR DATE _;� II /I7 / IS --- REVIEWED BY- TRAFFIC ENGINEER DATE DESIGN ENGINEER'S STATEMENT: THIS PLAN AND SPECIFICATION WAS PREPARED UNDER MY DIREC77ON 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 07HER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER WOLAPONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECT70NS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. HUNSAKER & ASSOCIATES IRVINE. INC. //__a -Af RAR D. Z, PROJECT MANANGER RCE No. 50J-4:21,, EXPIRES. 06/30/2017 LEGAL DESCRIPTION: BE/NG A DI W516N OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013 RECORDED /N P.M. BK. 53, PG. 130, /N THE OFF/CE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE NORTH HALF OF SECT/ON 17, T. 29 S., R. 29 E., M.D.M., IN TH£ CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BASIS OF BEARINGS: THE BEARING OF N89 °24'09"W SHOWN FOR THE CENTERLINE OF PALADINO DRIVE AS SHOWN ON PARCEL MAP NO. 11013, RECORDED IN BOOK 53, PAGES 130 THROUGH 146, INCLUSIVE OF PARCEL MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK - BRONZE CAP IN 9" CONCRETE PAD 14.5' N. W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. U. S G S Y-292, ELEV. 540.247 FOUR SEASONS B Y K. HO VNA NIA N TRACT NO. 6444 - PHASES 6, 8 & 13 STREET IMPROVEMENT PLAN ALL STREETS SHOWN HEREON ARE PRIVATE AND WILL BE OWNED AND MAINTAINED BY THE HOA. SHELBURNE DRIVE, TOSCANA DRIVE AND ALL OTHER STREETS SHOWN IN PHASES 7, 9, 10, 11 AND 12 WILL BE CONSTRUCTED PER THE APPROVED STREET IMPROVEMENT PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY PINNACLE CIVIL ENGINEERING, INC. DATED 6/20106. -IF- -i. I a t i"_,., 74 h ,....t ,..... ,..a... rs.,.;. 1 �� I: __ - _ FRA�NCOIS LANE 75 76 / I 94 . , I 93 92 , TACT 6�4 rt ' 77 KINGSPORT 91 l f 1 ' 44 i! I i I , 78 I ; 90 1 89 188 I 87 86 ; 85 84 183 �� 1 80 1 179 PLACEi 141, i 1 I I I I- -- ---- - \50 47 Ij TRACT 444 12 z — — — -- f \ \.. \ 43 r\> j TUm CT17 . i z 2 ,, 4 16, 4 5 16 - 10 \ 10 , 3� 6 f f 2 9 15 17 15\� a>>\E 7' 14 16'' `� 11 l ACT 644{ RASE 6 b� o 12 n ,=- f 14 IN P�PCE T 9-, - 20 13 10 o \ .; 6.v / v.� 14 r--- _ 12 q 1 2 •--OSLP -,� 18 15 � ® 5 4 OT 911 j s > ' �.� �\ , 10 .� ' 3 17 ' �_ - o ,,... 1 6 12 ,-, TPA 444-7 4 13 10�� 19 -_ 0 12 / / -o ;A� 8 1 5 T 4-9 7 / 1 4 17 11 SHEET LEGEND nE MAP ®SCALE. 17-100' ---STREET SHEET N0. 100 50 0 100 200 GRAPHIC SCALE 1 "=100' NOTE PHASES 4 8 AND 13 WILL BE CONSTRUCTED SIMULTANEOUSLY. U I G12016 I REV. LOT NOS. 4 .45-Bvl[.T PWASE G N0. 1 DATE I REVISIONS DATE DRAWN BY: SN 11/14 DATE DESIGNED BY: RR 11/14 DATE ENGR. APPROV. DATE CHECKED BY: BE 11/14 I Iz I ig i I � I PALADINO DRIVE 0 z s 17 18 T.29 S., R.29 E. T.29 S., R.29 E. --------- z 0 I PR 0,1EC T I ' r- ---� S/ TE I I � I I � 1 I STATE HIGHWAY 178 1 19 i 20 T.29 S., R.29 E. ' T.29 S., R.29 E. NOT TO SCALE R/W I 10' 5C 5, 1% MIN. VICINITY MAP 30' 30' 20' I 20' CURB FACE -- 2' TYP. 2% M N' 2- IN. LANDSCAPIN 60' RIGHT—OF— WA Y TYPICAL LOCAL STREET SEC7701V MDT 717 Stilt£ (PRI VA TES T./. —4.51 "R" VALUE -13 2 1/2'P A. C. OVER 8-w CLASS // A.Q. YI R/W 10' I 5' 5' I 27 1 MIN. 1 THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE 2a— CONSIDERED A PART OF THESE PLANS (CONTRACTOR TO OBTAIN LATEST LF EDITION THEREOF). 7 EA CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE 'A'; "B" & "C') ® D-14 CATCH -BASIN, TYPE 'A" ® ST -3 SIDEWALK ® D-16 GUTTER DEPRESSION ® ST -6 PAVEMENT PATCH CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. D-14 1 ® ST -9 STRUCTURAL PAVEMENT SECTION 1 EA ® ST -10 LOCAL STREET CROSS SECTIONS EA 11 ® ST -13 SURVEY MONUMENT 12 INSTALL RESIDENTIAL DRIVE APPROACH PER DETAIL SHOWN ON SHEET 2 HEREON ® ST -14 "STREET LIGHT, MAST ARM TYPE CONSTRUCT PAVEMENT PATCHES PER C.O.B. STD. DWG. ST -6 --- - ---- --- 160 ® ST -15 CUL-DE-SACS ® ST -17 CROSS GUTTER ® ST -19 HANDICAP RAMP '& i DEVELOPER/OWNER: "FIBERGLASS STREET LIGHTS NOT ALLOWED REVIEWED BY.- �. A 11 -- APPROVED BY.- NICOLAS FIDLER, PUBLIC WORKS DIRECTOR DATE R. C. E. NO. 61069 . _2 z4 REVIEWED BY- ASSISTANT PUBLIC WORKS DIRECTOR DATE _;� II /I7 / IS --- REVIEWED BY- TRAFFIC ENGINEER DATE DESIGN ENGINEER'S STATEMENT: THIS PLAN AND SPECIFICATION WAS PREPARED UNDER MY DIREC77ON 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 07HER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER WOLAPONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECT70NS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. HUNSAKER & ASSOCIATES IRVINE. INC. //__a -Af RAR D. Z, PROJECT MANANGER RCE No. 50J-4:21,, EXPIRES. 06/30/2017 LEGAL DESCRIPTION: BE/NG A DI W516N OF PARCEL 8, 9, 10 AND 11 OF PARCEL MAP No. 11013 RECORDED /N P.M. BK. 53, PG. 130, /N THE OFF/CE OF THE KERN COUNTY RECORDER, ALSO BEING A PORTION OF THE NORTH HALF OF SECT/ON 17, T. 29 S., R. 29 E., M.D.M., IN TH£ CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. BASIS OF BEARINGS: THE BEARING OF N89 °24'09"W SHOWN FOR THE CENTERLINE OF PALADINO DRIVE AS SHOWN ON PARCEL MAP NO. 11013, RECORDED IN BOOK 53, PAGES 130 THROUGH 146, INCLUSIVE OF PARCEL MAPS IN THE OFFICE OF THE KERN COUNTY RECORDER, WAS USED AS THE BASIS OF BEARINGS FOR THIS MAP. BENCH MARK - BRONZE CAP IN 9" CONCRETE PAD 14.5' N. W. OF STREET SIGN AND 51.50' FROM CENTERLINE OF HIGHWAY 178 AND LENE PLACE. U. S G S Y-292, ELEV. 540.247 FOUR SEASONS B Y K. HO VNA NIA N TRACT NO. 6444 - PHASES 6, 8 & 13 STREET IMPROVEMENT PLAN ALL STREETS SHOWN HEREON ARE PRIVATE AND WILL BE OWNED AND MAINTAINED BY THE HOA. SHELBURNE DRIVE, TOSCANA DRIVE AND ALL OTHER STREETS SHOWN IN PHASES 7, 9, 10, 11 AND 12 WILL BE CONSTRUCTED PER THE APPROVED STREET IMPROVEMENT PLAN OF TRACT 6444 PHASES 2 AND 3 PREPARED BY PINNACLE CIVIL ENGINEERING, INC. DATED 6/20106. -IF- -i. I a t i"_,., 74 h ,....t ,..... ,..a... rs.,.;. 1 �� I: __ - _ FRA�NCOIS LANE 75 76 / I 94 . , I 93 92 , TACT 6�4 rt ' 77 KINGSPORT 91 l f 1 ' 44 i! I i I , 78 I ; 90 1 89 188 I 87 86 ; 85 84 183 �� 1 80 1 179 PLACEi 141, i 1 I I I I- -- ---- - \50 47 Ij TRACT 444 12 z — — — -- f \ \.. \ 43 r\> j TUm CT17 . i z 2 ,, 4 16, 4 5 16 - 10 \ 10 , 3� 6 f f 2 9 15 17 15\� a>>\E 7' 14 16'' `� 11 l ACT 644{ RASE 6 b� o 12 n ,=- f 14 IN P�PCE T 9-, - 20 13 10 o \ .; 6.v / v.� 14 r--- _ 12 q 1 2 •--OSLP -,� 18 15 � ® 5 4 OT 911 j s > ' �.� �\ , 10 .� ' 3 17 ' �_ - o ,,... 1 6 12 ,-, TPA 444-7 4 13 10�� 19 -_ 0 12 / / -o ;A� 8 1 5 T 4-9 7 / 1 4 17 11 SHEET LEGEND nE MAP ®SCALE. 17-100' ---STREET SHEET N0. 100 50 0 100 200 GRAPHIC SCALE 1 "=100' NOTE PHASES 4 8 AND 13 WILL BE CONSTRUCTED SIMULTANEOUSLY. U I G12016 I REV. LOT NOS. 4 .45-Bvl[.T PWASE G N0. 1 DATE I REVISIONS DATE DRAWN BY: SN 11/14 DATE DESIGNED BY: RR 11/14 DATE ENGR. APPROV. DATE CHECKED BY: BE 11/14 I Iz I ig i I � I PALADINO DRIVE 0 z s 17 18 T.29 S., R.29 E. T.29 S., R.29 E. --------- z 0 I PR 0,1EC T I ' r- ---� S/ TE I I � I I � 1 I STATE HIGHWAY 178 1 19 i 20 T.29 S., R.29 E. ' T.29 S., R.29 E. NOT TO SCALE R/W I 10' 5C 5, 1% MIN. VICINITY MAP 30' 30' 20' I 20' CURB FACE -- 2' TYP. 2% M N' 2- IN. LANDSCAPIN 60' RIGHT—OF— WA Y TYPICAL LOCAL STREET SEC7701V MDT 717 Stilt£ (PRI VA TES T./. —4.51 "R" VALUE -13 2 1/2'P A. C. OVER 8-w CLASS // A.Q. YI R/W 10' I 5' 5' I 27 1 MIN. 1 STREET CONSTRUCTION NOTES CONST. 2 1/2" A.C. OVER 8" CLASS H A.B. PER C.O.B. STD. DWG. ST -9 ---- -- -" QUANTITIES 58,190 SF 2a— CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 - - - 32033 LF 3 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 ------ --- 7 EA 4� CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -19 ----- ----- 8 EA 5 INSTALL STREET NAME SIGN -.- ----- ----- - - --- ------ - - - -- --- 4 EA �— CONSTRUCT CROSS GUTTER PER C.O.B. STD. DWG. ST- 17 (W=12') -- -- --- ---- 1,640 SF 7 CONSTRUCT SIDEWALK PER C.O.B. STD. DWG. ST -3 -- - - -- - ----- ----------- - 15,055 SF CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. D-14 1 EA 9 CONSTRUCT GUTTER DEPRESSIONS PER C.O.B. STD. DWG. D-16 -- ---------- - -------- - 1 EA 10 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT EACH PHASE BOUNDARY - 2 EA 11 INSTALL STREET SURVEY MONUMENT PER C.O.B. STD. DWG. ST -13 1 EA 12 INSTALL RESIDENTIAL DRIVE APPROACH PER DETAIL SHOWN ON SHEET 2 HEREON 31 EA 13 CONSTRUCT PAVEMENT PATCHES PER C.O.B. STD. DWG. ST -6 --- - ---- --- 160 LF '& i DEVELOPER/OWNER: K. HOVINIANIMI HO IM SHEET INDEX 400 EXCHANGE, SITE 200 DESCRIPTION TITLE SHEET, CONSTRUCTION NOTES, KEY MAP STREET SECTIONS & DETAILS STOCKHOLM PLACE TORIN COURT & TRAFFORD PLACE IRVINE, CA 92602 SHEET N0. (714) 368-4.00 1 SOILS ENGINEER: 3 SIMS � F�NQ . 4 4400 YEAG R WAY BAKERSFIELD, CA. 93313 (661) 831-5100 PREPARED BY: TRACT N0. 6444., PHASES 6., 8 & 13 PROJ X T N0. FEss QRO�oN ��.P�°o ° '°F� F2 HUNSAKER &ASSOCIATES STREET IMPROVEMENT PLAN PERMX IT N0. v� 0 � �; I R V I N E I N C c� N0. 50392 m PLANNING ■ ENGINEERING ■ SURVEYING SHEET r� C Exp. 6/30/17 S Three Hughes • Irvine, CA 92618 • PH: (949) 583-1010 • FX: (949) 583-0759 TITLE SHEET, KEY MA P � � CITY OF ,,_,3_,�- BAKERSFIELD, �0 CAL.k � GE RDOL,'PERE(j'R.C.E. 50392 EXP. 6/30/1 KERN COUNTY, CALIFORNIA CITY RECORDS NO. _�. ��, _ tn_� �l� OF 4 PLOTTED BY: Neil DeloCruz DATE: Nov. 13, 2015 10:53:54 AM FILE: F:\0679\Engineering\TR-6444-6\Imp "Plans\Imp-Street\SHT01.dwq d 00 Foil 1 p N Z 0a CITY OF BAKERSFIELD STREET IMPROVEMENT NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TR4NSPORTATION STANDARD SPECIFICATIONS, LATEST EDITION. 2. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. J. ANY TRENCHING TO THE BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL S-39. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE (661) 326-326-3049. 5. SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 6. ALL EXISTING IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS -GUTTER, FENCING, ETC.) THAT ARE REMOVED, DAMAGED, OR UNDERCUT SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE CITY ENGINEER. 7. ALL CONCRETE SHALL BE COMPOSED OF CLASS B 5 SACK CEMENT, MINIMUM CEMENT CONTENT OF 470 LBS./CU. YD., AND A MAXIMUM WATER/CEMENT RATIO OF 0.50. 8. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 9. STANDARDS LISTED 0 N THIS SHEET ARE FOR REFERENCE ONLY. CONTRACTOR SHALL OBTAIN A COPY FO "CITY OF BAKERSFIELD SUBDIVISION STANDARDS"AND DRAWINGS FO HIS USE. 10. THE CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. 11. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE OF 11.3 SHOULD FURTHER TESTING SHOW A LOWER "R' VALUE OF THE ACTUAL IN-PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R° VALUE, IN ACCORDANCE WITH CITY ENGINEER. 12. RELATIVE COMPACTION OF NOT LESS THAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLAN FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 1N ADDITION, RELATIVE COMPACTION OF NOT LESS HAN 959 SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5'AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. 13. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LIENS (INVERTS). 14. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL FO THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 15. THE CONTRACTOR SHALL OBTAIN 909 RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 16. THE SUBDIVIDER, 1F REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY THE CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 17 NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 19. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS, THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FORM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 20. HUNSAKER AND ASSOCIATES, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR , THESE PLANS. USES OF 21. COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION FO REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 22. IN THE EVENT CONSTRUCTION STAKING BASED ON CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY OTHER THAN THE CONSULTANT, CLIENT AGREES TO HOLD CONSULTANT HARMLESS AND RELEASE CONSULTANT FORM ALL LIABILITY ARISING FROM THE USE OF SAID PLANS, DRAWINGS OR OTHER DOCUMENTS. 23. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION, A PERMIT SHALL BE OBTAINED FORM CITY PUBLIC WORKS DEPARTMENT FOR WORK TO BE DONE IN THE CITY STREET RIGHT-OF-WAY. 24. IF A PROBLEM SHOULD ARISE DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 25. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. THE CONTRACTOR SHALL CALL U.S.A. *UNDERGROUND SERVICE ALERT) 1-800-227-2600 TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 26. 1F THE CONTRACTOR IS IN DOUBT AS TOP THE MEANING OF ANY PART OF THE PLAN AND SPECIFICATIONS OR FINDS DISCREPANCIES ON OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 27. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 28. NORMAL CONSTRUCTION STAKING WILL BE SUPPLIED ONE TIME BY THE DEVELOPER. ALL RESTAKING WILL BE BACKCHARGED TO THE CONTRACTOR. 29. AN OPEN STREET PERMIT SHALL BE OBTAINED FORM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREETRIGHT-OF-WAY, UNLESS SECURED BY A SUBDIVISION AGREEMENT, PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A BUILDING PERMIT. 30. NO CITY INSPECTION WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. 31. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT-OF-WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS) 32. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. 33. 959 COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF CROSS GUTTER AND DRIVE APPROACHES. 34. PRIOR TO PAVING THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS 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. 35. STREET LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.O.B. SPECIAL PROVISIONS SECTION 86-6.01 OR AN EQUIVALENT AS APPROVED BY CITY ENGINEER. 36. ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ASPHALT CONCRETE PAWNG NOTES 1. 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. 2. 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 STANDARD SPECIFICATIONS FOR % INCH MAXIMUM, MEDIUM GRADING. J. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR TYPE 'B' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY 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 STANDARDSPECIFICATIONS. 4. THE AMOUNT OF THE 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 1N THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED BY THE CITY ENGINEER. 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 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 SO SECTION 39-2.02, `AGGREGATE, OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO 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 CONTRACTOR SHALL BEAR ALL THE COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM 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 BE MET. 8. 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. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. 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 OPERATION RESUME. 12. WHERE 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 OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TD PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. 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, ARE TO BE ADJUSTED. 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 SPECIFIC RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY REQUIREMENTS. 15. 1F THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90 PERCENT OR MORE THAN 96 PERCENT 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. 16. 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 D 1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 1F ABRASIVE GRINDING IS USED TO BRING 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 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 CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, °CONSTRUCTION", OF THE STANDARD SPECIFICATIONS. A FDG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. [I, 1 6/2016 1 REV. LOT 1405.$ AS -BUILT PHASE G N0. 1 DATE I REVISIONS DRAWN BY: SN DESIGNED BY: RR G.P. ENGR. APPROV. DATE CHECKED BY: BE ASPHALT CONCRETE PAVING NOTES CONT. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOKA. 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 507. 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 959 OF MAXIMUM DRY DENSITY. 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACE ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES), A NOTICE OF INTENT (NO!) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIATED WITH CONSTRUCTION ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED BY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNING OF ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) BE PREPARED, CONTINUOUSLY CARRIED OUT, AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTION DURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C338418 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT. NOTE - PHASES 4% 8 AND 13 WILL BE CONSTRUCTED SIMULTANEOUSLY. 1 AI =k shag mforim to mg "*a* smc&ws of ft *erad i ent&w %m4rd *@cbkdState of Cag*n* Aw* it of rrampartaCm t qpvmw arrant sa lk" and the WOW4 gmd rrok 2. Alt WwwJ' koattrw are "pd to IWVW 0 the Traf r Acrthorfty and aty mar and as *a*d of b stm*d r -2a a+haQ be permitted s4v%* prepartr Av shelf be wwburted bw to VV* arm am wdin 00 MV&Iiw of W to a dwih of &tf S Cwra we shag' be am or Wd aw have a AM beteeen 26' and S. Cane de slraP' cm1bb no omhss U*w p w w "Vo of is cbimed harm Ie C+tf Eftow.. 7 Carrcrrte shclg be and so a ate porrerrw odd *# to S'ecum w-mis Of me Stm*w *acri�ication a 4m*0 J*t Iillter mataw sw carrsw of Pffkn*e Sb* of'a drAW rent MW -rd 9 Alt ftstarg conQrete arta putter, and =�" aaase fire kmof any pug and Oi be so"I aid rarrmort Ia Ebts(4PmwWt MW to s+ mid arrd ra mad a 9*nuam of Zfi' hm the 400 Of to gutter ex wt ear the City &*hw Am q*rawd due pooling of a rasa gutter agmst Ne avow edge of a tsrg pawomt It lPtr►ermt patcl*g mW cwf to qty StW&If $T-12 42: A pffffd kr &Awrons(>trctdm bg V0axW prior to start of any #a* IS Eawhg 4f*" may` be wwadt and oat&* on ane sick $Ubjeet to qwM4 by the t!Yty Eflower. STANDARD Lot fix Back V* of aF4ww to'be an 86*1 Wif&d a�!grxrrent WAM 25,i�r o6�iere dbectad br tihe qty Ear A 0 har moo le aur# s!' far use *a Ar orb ELM ice. 4 so' Standard 7e # Ar ek.', SF�1(�tY A --A STANDARD RESIDENTIAL DRIVE APPROACH f= LEGEND OF ABBREVIATIONS & SYMBOLS T.C. TOP OF CURB -(100)- EXIST. CONTOUR S & ' 3 T.B. TOP OF A.C. BERM --100-_ PROP. CONTOUR °a D. 'OFA F2 ��, F.L. FLOWLINE ELEV. --- - PROPERTY LINE DATE 11X14 LLIp_ ,r T.G. TOP OF GRATE _:::-:;-.- DAYLIGHT LINE x S"� 1'i14 G.B. GRADE BREAK _2% SHEET FLOW RATE _ 2 00 LO F.G. FINISH GRADE - - GRADED SWALE KERN COUNTY CALIFORNIA CITY RECOT DS R.G. ROUGH GRADE ti CENTERLINE F.S. FINISH SURFACE - `°�� _ SWALE HIGH POINT PLOTTED BY: Neil INV. INVERT OF DRAIN FLOWLINE P. PAD ELEVATION �''S._� SUBDRAIN �3 F.F. FINISH FLOOR ELEV. _ _ _ _ `_`� _ _ _ _ AREA DRAIN G.F.F. GARAGE FINISH FLOOR - TOP OF SLOPE B.V.C. BEGIN VERTICAL CURVE::.,;:: TOE OF SLOPE W E.V.C. END VERTICAL CURVE RETAINING WALL P.I. POINT OF INTERSECTION +•+ FIRE HYDRANT a E.P. EDGE OF PAVEMENT STREET LIGHT T.W. TOP OF WALL ELEV. SURVEY MONUMENT T.F. TOP OF FOOTING ELEV. ° ° SOUND OR SCREEN WALL �0 D.F. DEEPENED FOOTING DEEPENEND FOOTING p L. LENGTH i °off WATER METER Z DWY. DRIVEWAY CATCH BASIN &LOCAL DEPRESSION Q N.T.S. NOT TO SCALE ® A/C UNIT T.R.W. TOP OF RETAINING WALL_: CONCRETE ELEV. Z CENTER LINE a P.R.C. POINT OF REVERSE CURVATURE _ f:.: CL P.C.C. POINT OF COMPOUND CURVATURE W o S & ' 3 PROJECT NO. w o OF ESS ��N PREPARED BY: TRACT NO, 6444, PHASES6, QR °a D. 'OFA F2 ��, HUNSAKER & ASSOCIATES ;, I R V N E I N STREET IMPROVEMEN PLA N X � PERMIT .NO. PE DATE 11X14 LLIp_ ,r 50392 m xp. 6/30/17 PLANNING ENGINEERING SURVEYING ThreeHughes Irvine, CA 42618 PH:(449)583-1010 FX:(949)583-0759 CONSTRUCTION NOTES, SDETAILS STREET- SE TIONS & x S"� 1'i14 `�� or ,Eo��P CA` ,,_,3, s CITY OF BAKERSFIELD _ 2 00 LO DATE 11/14 GER DO D ERE R.C.E. 50392 EXP. 6/30/1 KERN COUNTY CALIFORNIA CITY RECOT DS OF 4 0 N0. -/.,�- 4 4-(�►-8 /3 PLOTTED BY: Neil DelaCruz DATE: Nov. 13, 2015 10:54:45 AM FILE: F: 0679 En neerin TRt6444 6 Im Plan Im Street SHT02.dw IN (STREET IMP. PLAN F OF R3 CT 6444 PHABYSPINNACLE PREPARED CIVIL ENGINEERING) JOB N0. SHEL13URNE OR VE 1 cF 4 1 1 11 6 , �2 t 172).9 s X13 F2�9 4 C SHELOUKlvc , .- (STREET IMP. PLAN AND OF R3 CII 6444 PHASES PINNACLE PREPARED CIVIL ENGINEERING) 1 JOB N0. 4g {g 3 i RADIUS LENGTH TANGENT O 82053'40" 20.00' 28.94' 17.66' O 97°06'20" 20.00' 33.90' 22.65' O j 2 3 F, 5 w� U CL 6 STOCKHOLM PLACE PRIME T.1.-4.5 "R" VALUE -13 40 20 0 40 80 GRAPHIC SCALE 1 "= 40' I 6/2016 REV. Lor Nos. -If As_1411r.T PW s A E6 NO. DATE REVISIONS DRAWN BY: SN DESIGNED BY- RR G. P, ENGR. I APPROV. DATE CHECKED BY. BE NOUN 7 ,1� 6 ..1 r.. R 14 1 2 gxNS�P 3 Z\'f } 7 2 `L 9 9 �0 a1 �x,,,,pp� 0� f 1 \ 12 R/W 10+36.74 8 9 M.O.0 O X28.49' (R) 10 - A PROFILE SCALES HORIZ.: 1 "= 40' VERT.: 1 "= 8' STREET CONSTRUC77ON NOTES 1 CONST. 2 1/2" A.C. OVER 8" A.B. PER C.O.B. STD. DWG. ST -9 2�- CONSTRUCT TYPE "B" CURB & GUTTER PER C.O.B. STD. DWG. ST -1 3 INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 4 --- CONSTRUCT WHEELCHAIR RAMP PER C.O.B. STD. DWG. ST -19 5 INSTALL STREET NAME SIGN �6�--- CONSTRUCT CROSS GUTTER PER C.O.B. STD. DWG. ST -17 (W=12') 7 CONSTRUCT SIDEWALK PER C.O.B. STD. DWG. ST -3 O8 ---- CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. D-14 9 CONSTRUCT GUTTER DEPRESSIONS PER C.O.B. STD. DWG. D-16 10 INSTALL W-31 (CA) SIGN WITH OM4-3 MARKER AT EACH PHASE BOUNDARY 11 INSTALL STREET SURVEY MONUMENT PER C.O.B. STD. DWG. ST -13 12 INSTALL RESIDENTIAL DRIVE APPROACH PERDETAIL SHOWN ON SHEET 2 HEREON 13 CONSTRUCT PAVEMENT PATCHES PER C.O.B. STD. DWG. ST -6 CURVE DATA O BEARING/DELTA RADIUS LENGTH TANGENT O 82053'40" 20.00' 28.94' 17.66' O 97°06'20" 20.00' 33.90' 22.65' O 01-7006,19" 880.00' 109.13' 54.64' 0 )7006'19" 900.00' 111.61' 55.88' O 07006'19" 920.00' 114.09' 57.12' 8905959" 20.00' 31.42' 20.00' 0 90°00'01 " 20.00' 31.42' 20.00' 0 49036'54" 400.00' 346.38' 184.89' O 40°37'54" 380.00' 269.48' 140.69' t o 40°37'54" 360.00' 255.30' 133.28' 1 t 68°51 '56" 35.00' 42.07' 23.99' 12 251046'0 1 " 42.00' 184.56' 58.06' 13 11°53'05" 37.00' 7.26' 3.85' 14 41 °32' 13" 108.31 ' 78.52' 41.07' 15 13°57' 12" 380.00' 92.54' 46.50' ' 00 W z a. I d- a- d- cs, 0 U ti I z NOTL < s: CL PHASES Ck 8 AND 13 WILL BE CONSTRUCTED SIMULTANEOUSLY. z W CL QFtOF ESS /�� PREPARED BY: TRACT NO. 6444., PHASES 6, 8 & 13 PROJECT T N0. W � o. A�HUNSAKER &ASSOCIATES PERMIT N0. � .. I R ~✓ I N E , I N STREET IMPROVEMENT PLAN x Q.. DATE w NO. 50392 m PLANNING ENGINEERING SURVEYING 11 /14 ,r Exp. 6/30/17 Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 STOCKHOLM PLACE s"M ATE s ATE D9pF0 c IL fo" ,,_ CITY OF BAKERSFIELD, 00 DATE CA L ,10 _,,6 Lr) 11/14 GE RDO D EREZ R.C.E. 50392 EXP. 6/3o/17 KERN COUNTY, CALIFORNIA CITY RECORDSOF o N0. -1• .-6444-0-9-/3 4 PLOTTED BY: Neil DelaCruz DATE: Nov. 13, 2015 10:53:27 AM FILE: F:\0679\Engineering\TR_6444-6\Imp Plans\Imp-Street\SHT03.dwg � cr-