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HomeMy WebLinkAbout1.1-7253 Ph1 & 2 Record DrawingTRACT 7253 PHASES 1 AND 2 BAKERSFIELD, CALIFORNIA REVIEWED BY: REVIEWED BY: 11111:Ills] .z•1:0WRI VrH:rmiwxrAIIII, APPROVED BY: rc a 12-/6/17 TE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE NICOLAS FIDLER C 61069 BENCHMARK USED: TOP OF BRASS DISK ON TOP OF HEADWALL AT SOUTHEAST CORNER OF PANAMA LANE AND SOUTH "H" STREET NATIONAL GEODETIC SURVEY BENCHMARK DESIGNATION X 364 PID FU1624 ELEVATION = 349.00 (U.S.G.S. DATUM) BASIS OF BEARINGS: THE BEARING SOUTH 8932'17" EAST SHOWN FOR THE NORTH LINE OF THE NORTHWEST QUARTER OF SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST, MOUNT DIABLO BASE AND MERIDIAN (ALSO BEING THE CENTERLINE OF TAFT HIGHWAY - COUNTY RD NO. 25 & 2387) AS SHOWN ON LOT LINE ADJUSTMENT NO. 56-94 WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. VICINITY MAP NO SCALE pA0EES3lp m Ci n as NN�OB98521, '` S B•Ly]5� OF CAL.* RF_cx,RO (mwwf-PNp�jP I "Al � No. C 833852 y` �i * RxBL=� * i�J15Lgt) heP�d�o 4'1� �_ a • 1��-� ��/is/!g sT�T AI ��Q G��^RY�&Acre Rc�f34s2 D4•rE `rOF CA'SFOQ nn (uvFyF.J APPRma dY: DAA161. PADILL A, M (.+o04 DA?rL Land Q Z r7 O 1 EAST HOSKING 1 0 AVENUE 11 11 L� � w � O o 1 Q w N Q U m � o z z Q z WQ o McKEE ROAD Y n McKEE ROAD 36 LL 31 O Y z m M L- >W w = w Li LL d _� 17-N Fm o �w 0 w ¢ m 1 QN ¢ ¢ z LLA r m - F- U ~ C) V) 0 U Q D� w a n PROJECT ITE TAFT - IGHWAY -- -- - O � U o z < o mo � I 1 ROAD 6 w w x J Q J -N- o > o z c i �n � Uj U VICINITY MAP NO SCALE pA0EES3lp m Ci n as NN�OB98521, '` S B•Ly]5� OF CAL.* RF_cx,RO (mwwf-PNp�jP I "Al � No. C 833852 y` �i * RxBL=� * i�J15Lgt) heP�d�o 4'1� �_ a • 1��-� ��/is/!g sT�T AI ��Q G��^RY�&Acre Rc�f34s2 D4•rE `rOF CA'SFOQ nn (uvFyF.J APPRma dY: DAA161. PADILL A, M (.+o04 DA?rL Land JALVOO / / o y o. &L.,4G4, ,4.G.ES3 ENGINEER'S STATEMENT �1 / I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF /✓� r /'.� pa/ /'y BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE -E4ISIC f�PPR�+�� By �"Q ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD z TIA it• 5Lfl Q-bE. Tlrit-, Z.�G 14'6- A�rE 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY cn ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED DURING CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. No.0 053852 ExD.11LJl, j MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND 'NSPECTION FEE CALCULATIONS. SHEET NO. INDEX NO- TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 PHASE 2 TOTAL 0 TITLE SHEET 2 AR ERIAL STREET 922 LF o LF 922 LF GENERAL NOTES 0.45' A.C./0.95' A.B. (TAFT HWY) 17,692 SF 0 S- 17,692 SF > t O & DETAILS COLLECTOR STREET 751 L 18,0" F 3 6 0.30' A.C./O.SO' A.B. (CHEVALIER RD) 27,032 SF *S.S= SF55,09 11 TAFT HIGHWAY LOCAL STREETS 392 LF o L 3,4n L yQ CHEVALIER ROAD 0.20' A.C./0.40' A.B. 50,677 SF 79,146 SF 129,823 SF 6" CURB AND GUTTER 3,169 LF 4,630 HE 7,799 LF OS HEATHER MEADOWS DRIVE 6" THICK DRIVE APPROACH 3,520 SF 5,280 S= 8,800 SF 1�a" THI DEWALK Q 1372s SF s,2a7 Sr 261as sF © LIBERTY RIDGE COURT TYPE "M=l EOIAA cuRB zy LF 0 LF q LF 07 JAMES VALLEY COURT SURV ONUMENT E\CASEMENT 7 EA 7 EA A STANDARD s1RFF NAML SIGNS 3 EA 4 EA 7 EA Oa PITCHER VIEW COURT METRO STREET NAME SIGNS 3 EA 2 EA 5 EA TRAFFIC CONTROL SIGNS 4 EA 6 EA 10 EA O GARETT CANYON DRIVE WHEEL CHAIR RAMPS 4 EA 8 EA 12 EA 4 STREET LIGHTS (5900 LUMEN) 4 EA 5 EA 9 EA I.R� TAFT HIGHWAY -CHEVALIER ROAD STREET LIGHTS (9500 LUMEN) 2 EA 1 EA 3 EA PAVEMENT TRANSITION PLANS WIDE CROSS GUTTERS (12' WIDE) 1 EA 2 EA 3 EA SAWCUT 1,840LF STRIPING 4,x19 L I, �Gs},y+}LF LF lgsq LEGEND AC REMOVAL TAFT HIGHWAY) 4,518 SF 0 SF ,518 AC REMOVAL CHEVALIER ROAD) 7,375 SF 7,152 SF 14,527 SFXO SHEET INDEX NUMBER DIRECTION OF DRAINAGE LEGEND Qo CONCRETE MONUMENT CL- CEN-ERLINE - - EXISTING STREET NAME SIGN DWY- DRIVEWAY FL- FLOWLINE p 5800 LUMEN STREET LIGHT BCR- BECN CURB RETURN O 9500 LUMEN STREET LIGHT ECR- END CURB RETURN PI- POINT OF INTERSECTION -1a CB#12 CATCH BASIN w/NUMBER EC- EVD CURVE + PROPOSED STREET NAME SIGN HC- HF.GN CLRVF PIVO- POINT OF INTERSECTION VERTICAL CURVE PO VC- POINT ON VERTICAL CJRV=_ BVC- BEGIV VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATJRE PCC- POINT OF COMPOUND CURVATURE POC- POIN I ON CURVE GB- GRADE BREAK HP HIGH POINT BIN- EACK OF WALK 0. GREGORY RCE 53952 EXP. 12/31/2017 2s.'I /l -7- DATE: 7- DATE: NOTE; AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. \\ 3 4 s 6 7 B 9 10 32 31 30 29 28 27 26 25 24 23 22 I - LIBERTY� I 6 IDGE _ COLI Z. Tom' I ,—rte I .I 11 12 13 1 14 1 15 BASE 1 PHASE 2 24 1 23 1 22. 21 1 20 19 ®--=-JAMES— - 16 1 17 1 18 119 20 21 PHASE 1 PHASE 2 18 17 16 75 14 1 13 O 5±2 27 28 29 30 1'� 7 8 9 iDt2i 34 33 32 31 6 5 4 :5 ©— DITCHER -T QVIEW COURT- - I C 11 � T SUMP L(I 37 38 39 40 41 42 h3 44 45 46 47 KEY MAP SCALE: 1'=200' JV7ERGROUND SERVIDE ALERT 1 OFSOUTHERN CALI-ORNIA CB#4 o, 41 w a s w x %Pa al � �1NC 5[0.V'C4 pq -N- �Da1 TOLL FREE 1 E4227 200 AT LEAST TWO DAYS BEFORE YOLDIG e I� j �:,r- COB RECORDS No. Q Z r7 O 0 O L� � O o Q a J N Q U m � o z z Q z WQ o =w pro Y n m < Q O LL zw O Y z m M L- >W w = 0 ow Li LL d _� 17-N o �w 0 r o m w QN ¢ ¢ z LLA r m - F- U ~ C) JALVOO / / o y o. &L.,4G4, ,4.G.ES3 ENGINEER'S STATEMENT �1 / I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF /✓� r /'.� pa/ /'y BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE -E4ISIC f�PPR�+�� By �"Q ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD z TIA it• 5Lfl Q-bE. Tlrit-, Z.�G 14'6- A�rE 1 AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY cn ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED DURING CONSTRUCTION AND ALL SUCH CORRECTIONS SHALL BE REFLECTED ON REVISED OR AS -BUILT PLANS TO BE SUBMITTED TO THE CITY ENGINEER. No.0 053852 ExD.11LJl, j MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND 'NSPECTION FEE CALCULATIONS. SHEET NO. INDEX NO- TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 PHASE 2 TOTAL 0 TITLE SHEET 2 AR ERIAL STREET 922 LF o LF 922 LF GENERAL NOTES 0.45' A.C./0.95' A.B. (TAFT HWY) 17,692 SF 0 S- 17,692 SF > t O & DETAILS COLLECTOR STREET 751 L 18,0" F 3 6 0.30' A.C./O.SO' A.B. (CHEVALIER RD) 27,032 SF *S.S= SF55,09 11 TAFT HIGHWAY LOCAL STREETS 392 LF o L 3,4n L yQ CHEVALIER ROAD 0.20' A.C./0.40' A.B. 50,677 SF 79,146 SF 129,823 SF 6" CURB AND GUTTER 3,169 LF 4,630 HE 7,799 LF OS HEATHER MEADOWS DRIVE 6" THICK DRIVE APPROACH 3,520 SF 5,280 S= 8,800 SF 1�a" THI DEWALK Q 1372s SF s,2a7 Sr 261as sF © LIBERTY RIDGE COURT TYPE "M=l EOIAA cuRB zy LF 0 LF q LF 07 JAMES VALLEY COURT SURV ONUMENT E\CASEMENT 7 EA 7 EA A STANDARD s1RFF NAML SIGNS 3 EA 4 EA 7 EA Oa PITCHER VIEW COURT METRO STREET NAME SIGNS 3 EA 2 EA 5 EA TRAFFIC CONTROL SIGNS 4 EA 6 EA 10 EA O GARETT CANYON DRIVE WHEEL CHAIR RAMPS 4 EA 8 EA 12 EA 4 STREET LIGHTS (5900 LUMEN) 4 EA 5 EA 9 EA I.R� TAFT HIGHWAY -CHEVALIER ROAD STREET LIGHTS (9500 LUMEN) 2 EA 1 EA 3 EA PAVEMENT TRANSITION PLANS WIDE CROSS GUTTERS (12' WIDE) 1 EA 2 EA 3 EA SAWCUT 1,840LF STRIPING 4,x19 L I, �Gs},y+}LF LF lgsq LEGEND AC REMOVAL TAFT HIGHWAY) 4,518 SF 0 SF ,518 AC REMOVAL CHEVALIER ROAD) 7,375 SF 7,152 SF 14,527 SFXO SHEET INDEX NUMBER DIRECTION OF DRAINAGE LEGEND Qo CONCRETE MONUMENT CL- CEN-ERLINE - - EXISTING STREET NAME SIGN DWY- DRIVEWAY FL- FLOWLINE p 5800 LUMEN STREET LIGHT BCR- BECN CURB RETURN O 9500 LUMEN STREET LIGHT ECR- END CURB RETURN PI- POINT OF INTERSECTION -1a CB#12 CATCH BASIN w/NUMBER EC- EVD CURVE + PROPOSED STREET NAME SIGN HC- HF.GN CLRVF PIVO- POINT OF INTERSECTION VERTICAL CURVE PO VC- POINT ON VERTICAL CJRV=_ BVC- BEGIV VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATJRE PCC- POINT OF COMPOUND CURVATURE POC- POIN I ON CURVE GB- GRADE BREAK HP HIGH POINT BIN- EACK OF WALK 0. GREGORY RCE 53952 EXP. 12/31/2017 2s.'I /l -7- DATE: 7- DATE: NOTE; AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN RIGHT OF WAY AND INSURANCE AS REQUIRED SHALL BE PROVIDED PRIOR TO ISSUANCE OF A PERMIT. NOTE: THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 2%. \\ 3 4 s 6 7 B 9 10 32 31 30 29 28 27 26 25 24 23 22 I - LIBERTY� I 6 IDGE _ COLI Z. Tom' I ,—rte I .I 11 12 13 1 14 1 15 BASE 1 PHASE 2 24 1 23 1 22. 21 1 20 19 ®--=-JAMES— - 16 1 17 1 18 119 20 21 PHASE 1 PHASE 2 18 17 16 75 14 1 13 O 5±2 27 28 29 30 1'� 7 8 9 iDt2i 34 33 32 31 6 5 4 :5 ©— DITCHER -T QVIEW COURT- - I C 11 � T SUMP L(I 37 38 39 40 41 42 h3 44 45 46 47 KEY MAP SCALE: 1'=200' JV7ERGROUND SERVIDE ALERT 1 OFSOUTHERN CALI-ORNIA CB#4 o, 41 w a s w x %Pa al � �1NC 5[0.V'C4 pq -N- �Da1 TOLL FREE 1 E4227 200 AT LEAST TWO DAYS BEFORE YOLDIG e I� j �:,r- COB RECORDS No. SHEET 1 OF 1 O SHTS. Q Z z O H O L� J Q v N O (n o z z Q z WQ o U Y d LLJ O LL zw w ~ �Q L- >W w = z Li LL d ::�) o �w 0 CL � Ln � H QN LU — LLA r W - F- U ~ C) V) LLJ LJ U Q D� w a n m O U SHEET 1 OF 1 O SHTS. Z O H v w 0 o U LLJ LL O W 0_ S SHEET 1 OF 1 O SHTS. GENERAL NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CIN OF BAKERSFIELD ORDINANCE, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CIN EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF A PERMIT. 4. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326-3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PALMETTO ENGINEERING AND LAND SURVEYING MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNC71ONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM 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. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN 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. 14. PALMETTO ENGINEERING AND LAND SURVEYING WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PALMETTO ENGINEERING AND LAND SURVEYING, 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. COB STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER, 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. 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. 5. RELATIVE COMPACTION OF NOT LESS THAN 957 SHALL BE OBTAINED FOR A MINIMUM DEPTH T OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS T=1.5' TO 25 AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO LIP OF GUTTER. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% 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. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8. ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVS'ONS FOR FOG SEAL IN SECT'ON 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF-RA.NSPORTATION STANDARD SPECIFCATIONS, CLRREN- EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10, NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11. SEWER LATERAL LOCATIONS TO BE STAMPED (5) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET NTP THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14, 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. 15, CONTRACTOR SHALL INSTALL BLUE MARKERS IN THE STREET AT THE FIRE HYDRANTS PER THE FIRE DEPARTMENT REQUIREMENTS. 16. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB ASPHALT CONCRETE PAVING 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 CAL TRANS 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 3/4" MAXIMUM, MEDIUM GRADING. 3, ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE AND 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 PERFORMANCE GRADED ASPHALT BINDER, IN SECTION 92-1.02(9), "GRADES," OF THE STANDARD SPECIFICATIONS. 4. 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 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 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. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY CTEST 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 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 SPALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH 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 DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND 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 S -ALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALOVG 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. 12. 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 OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO 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. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE 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, 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. 15. 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. 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 D1188 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: (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 CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. 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 CONSTA4T 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 -0 ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHA_L EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS LATEST EDITION OR SHALL BE 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 THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS 10 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 -0 ONE OF THE FOLLOWING: A. WHEN ASPHA_T CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRACING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (O -HER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. C. MEDIAN HARDSCAPE IMPROVEMENTS SHOWN ARE FOR INFORMATIONAL PURPOSES ONLY. ACTUAL LAYOUT, COLOR, AND TEXTURED PATTERN SHALL BE APPROVED ON THE LANDSCAPE PLANS BY THE RECREATION & PARKS DEPARTMENT 21.95% COMPACTION FULL PAVEMENT SECTION TO AT LEAS- 1.0 FT. UNDER AND EACH SIDE OF CROSS GUTTERS AND COMMERCIAL DRIVE APPROACHES. A. 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. B. LUMINARIES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. C. ANY ITEMS IN PUBLIC RICHT-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. D. STAMP A "C" ON TOP OF CURB OF MEDIAN OVER EACH CONDUIT LOCATION. E. WITH THE EXCEPTION OF THOSE ON RETURNS, STREET SIGNS AND STREET LIGHTS SHALL BE INSTALLED AT THE EXTENSION OF THE NEAREST LOT LINE TO WHERE THEY ARE SHOWN HEREIN. F. MAXIMUM SLOP RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. z TYPICAL DRIVEWAY DIMENSIONS N.T.S. CITY STANDARD PLATES 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. NO. DESCRIPTION CITY STD. N0. DESCRIPTION ® ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ® ST -17 WIDE CROSS -GUTTER ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") ® ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS ® ST -7 DATED 12/13 RESIDENTIAL DRIVE APPROACH ❑ ST -20 PRIVATE STREET GATES ® ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD ® ST -6 DATED 1/11/99 PAVEMENT PATCHES ® ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAIN ❑ ST -8 26 INCH PART CIRCLE CULVERT ® D-11 DRAINAGE BASIN ® ST -9 STREET SPECIFICATIONS ® D-14 CATCH -BASIN, TYPE "A" ® ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "A-1" ❑ ST -10A STREET SECTIONS ® D-16 GUTTER DEPRESSIONS ® ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION ❑ ST -12 ALLEY CROSS SECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® ST -13 SURVEY MONUMENT ® T-1 STREET SIGN, POST TYPE ® ST -14 "*STREET LIGHT, MAST ARM. TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® ST -15 CUL-DE-SACS ® T-12 MINIMUM ACCESS DESIGN ® ST -16 STREET KNUCKLE ® 7-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING **FIBERGLASS STREET LIGHTS NOT ALLOWED AND PULL BOXES CALTRANS STANDARD PLANS I. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® RSP ASSA & B CURB RAMP DETAILS CL ISM 6' BLOCK WALL SAWCUT 2' TO NEAT VERTICAL w T 2u 4 R AS DIRECTED BY CITY 2' lr `-{ 1�, _ GRADE ®71 FACEN3E, OR J ���$pa TYPE "B" CURB & GUTTER TYPE M-1 MEDIAN CURB J - -_ . - W/ 5.5' WIDE SIDEWALK (WHERE OCCURS) GRADE ® 8:1 COMPACT UNDER CURB, GUTTER (TEMPORARY) GRADE LINE AND SIDEWALK (TYP.) 6" MIN. (SEE PLAN VIEW FOR STRUCTURAL SECTION) TO 90% MAX. DENSITY. 110' RIGHT-OF-WAY (ARTERIAL) TYPICAL TAFT HIGHWAY SECTION R ST ST PROPOSED BLOCK WALL RW CL (BY SEPARATE PLANS) TRACT LANDSCAPE 45' RIGHT-OF-WAY 4Y R 7253 LOT 20' 110' VADE IRRIGATION MAIN 6' LANDSCAPED AREA I� EASEM'NT BY SPAR AT= FL w MSIRUMEPIT 11' 34' 2 TYPE "B" CURB & GUT MIN(TER a g'} B'} IGRADE ® 2:1 42'c6" W/ 5.5' WIDE SIDEWALK INISHLD PAU2TYP-:r< 9 I30' COVERI)^- f- ,'A� \ `GRADE , LINE PROPOSED 18" IRRIGATION COMPACT UNDER CURB, GUTTER SEE C.O.B. STD. DWG. MAIN (BY SEPARATE AND SIDEWALK (TYP.) 5" MIN. ST -11 FOR SLOPE PLANS) TO 90% MAX. DENSITY. PARAMETERS CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=35 90' RIGHT-OF-WAY (COLLECTOR) iR1 TYPICAL CHEVALIER ROAD SECTION N NOT TO SCALE RW CL 30' 30' 10' 20' 20' 2% -- 2' TYP. 2' TYP. 1.5�%3.4% 1.5 _ �_� ;!.._ala • - - __- - - ;k �S- � ' GRADE LINE - (SEE PLAN VIEW FOR STRUCTURAL SECTION) 60' RIGHT-OF-WAY TYPICAL LOCAL STREET SECTION ti NCT TO SCALE FUTURE RW RW 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) G" MIN. TO 90% MAX. DENSITY, FE 0 4 t pC �4P`�GOAY 6 F (��Oi� DGflV''WAi' Z c "952 z Qhpt`l� 7- 5/z -i /z -i 3 �OF CALF �OQgOfEB �R. ,opY 0 7 A c 110'9952 m PHASE P. NI P�a;\P OF CA6TT0 r 0 r ro z m o �¢an cam« r o m Z m U O O !n O U O cn z O UO 5 w Q Z D_ O W J Q N U � Z Z W wQ W 0 UP W =W O GO } �¢ W = Z W W J U O YL U Q N J W 1-- W U� On U D- Q W Q DID L- C) W H H U W O 1 IL SHEET Cn z cn Q J J < a W �CD Z 0 W Z W �L- � O � J Q W W W Z � CD COB RECORDS No. 2 OF 10 SILTS. - EX W EX W 5 S SED S S S- `-------------------- -------- 10+77.94 --- io EXISTING MEDIAN- ��' _____--- c------- SEE EXIS STIRIGHT-OF-WAY NOTE "A" ,EXISTING CURB, COTTER SIDEWALKS e EXITING IRRIGATION MAIN (SEE IR IGATION DITCH PLANS / FOR EXTENSION) NOTE "A": SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING (41 L.F.3) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT LIMITS OF REMOVAL WITH CITY ENGINEER. NOTE "B" LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFIELD TO BE DEDICATED ON FINAL MAP, NOTE "C" 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. IS --\I/S i S 11 EXISTING NET EXISTING I CONSTRUCTION NOTES FL F,owuNE STATION - 0 CONSTRUCT C" CURD & GUTTER PER C.D.B. SID. DWG. ST -1. CL CENTER LINE 90'11'56" E] CONSTRUCT 5.5 WIDE COMBINATION TYPE SIDEWALK PER SN. DWG. ST -3. ® INSTALL (LED) STREET DGHT AS APPROVED BY CITY ENGINEER. a< 0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 10+96.73 H LC R P T S N H T �- INSTALL STREET NAME SIGN PER CIN STANDARDS. Q 4 CONS UCT T F -1' ME IA CU B ER C.O B. ro. DW ST -1 . FMC O EXISTING SURVEY MONUMENT -PROTECT IN PLACE. 11+19.23 5 SAWCUT CLEAN VERTICAL FACE. THE EkACT LOCATION OF SAWCUT AND/OR TAPER GRIND 11+26.73 59 On' RT Z SHALL BE DETERMINED BY GTY OF BAKERSFIELD ENGINEER. ,n, EXISTING UTILITY POLE K © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER 0 SEWER MANHOLE U � 'oo C.O.B. STD. T-34. 0 SEWER CLEANOUT ❑7 INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). 0 STORM DRAIN MANHOLE ( n � EBS CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0. 0-14 ---- W RIGHT-OF-WAY Q ❑9 TRANSITION FROM EXISTING MIA CURB BIG T AND WIDTH TO 10" ND 9", RESPECTIVELY. -S- SEWER '101 REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT STORM DRAIN H M6 Ism AND WIDTH WHERE INTERSECTS. U O Z W �aU' hQ -T�- TRAFFIC SIGNAL INTERCONNECT warc AL PAN IF 5 ATI IN, IS BA ED ON CE ER INE DAA LE 5 TFi RIM E 0 + z E5 w -�---- N +z EXISTING EDGE OF PAVEMENT ALL PROFILE STAIIGNING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. a- m RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. FIT EXISTING FIBER OPTICS w ADJUST ALL EXISTING MANHOLES, CLEANOUTS. VALVE COVERS, MONUMENT ENCASEMENTS. ETC. - 'FILE - EXISTING OVERHEAD ELECTRICAL TO FINISHED GRADE PER CIN STANDARDS. SEE TAPER "A" TABLE ------ - EX W EX W 5 S SED S S S- `-------------------- -------- 10+77.94 --- io EXISTING MEDIAN- ��' _____--- c------- SEE EXIS STIRIGHT-OF-WAY NOTE "A" ,EXISTING CURB, COTTER SIDEWALKS e EXITING IRRIGATION MAIN (SEE IR IGATION DITCH PLANS / FOR EXTENSION) NOTE "A": SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING (41 L.F.3) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT LIMITS OF REMOVAL WITH CITY ENGINEER. NOTE "B" LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFIELD TO BE DEDICATED ON FINAL MAP, NOTE "C" 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. IS --\I/S i S 11 EXISTING NET EXISTING I I III E.Po 5200 - SEE NOTE °C" 1n.aqnn iol Cl z w 90'11'56" 30.10' I QkO'-17g` RT a< C3 \ J7637'27" 1 1. 10+96.73 52.50' RT 11+04.23 53.43' RT z 54.38' RT 11+19.23 54.84' RT 11+26.73 59 On' RT Z g �o O K Oz � III W F U � 'oo � W a p I I a o � w E_ W m ( n � o W W Q (n OD L� C) H M6 Ism G F U O Z W �aU' hQ Z warc o m + z E5 w 0. N +z O a- m w w .. SEE TAPER "A" TABLE PHASE 1 II SEE NOTE "E"� ,a]TYP.I I -_ ]E 1 111 I I Inl 2� HEATHER MEADOWI DRIVE a (SEE SHEET 5) P� o TA F T HIGHWAY EXISTING IRRIGATION DITCH TO REMAIN CURVE SEXISTING E.Po 5200 nI 4 1n.aqnn iol Cl II SEE NOTE "E"� ,a]TYP.I I -_ ]E 1 111 I I Inl 2� HEATHER MEADOWI DRIVE a (SEE SHEET 5) P� o TA F T HIGHWAY EXISTING IRRIGATION DITCH TO REMAIN TAPER "A" TABLE CURVE TABLE 10+36.73 CURVE RADIUS LENGTH DELTA TANGENT Cl 30.00' 47.23' 90'11'56" 30.10' 2 QkO'-17g` RT 10+66.73 C3 �31Q .DO %25' J7637'27" 1 1. TAPER "A" TABLE S-ATION OFFSET 10+36.73 45.0'1 RT 10+44.23 45.16' RT 10+51.73 45.62' RT 10+59.23 46.57' RT 10+66.73 47.50' RT TANGENT Q 10+96.73 52.50' RT 11+04.23 53.43' RT 11+11.73 54.38' RT 11+19.23 54.84' RT 11+26.73 59 On' RT HORIZONTAL: 1"=40' VERTICAL: 1"=2' NOTE "D": CONSTRUCT MIN. 0.45' A.C. PAVING OVER PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) COMPACTED TO 95% MAX. DENSITY NOTE "E": TI=9.0 R=35 47 23' 47.57' RELOCATE EXISTING POWER PCIS ONI CURVE I ON H 1 W N w (mj U UU 2 a v a CURVE m w m 0 O C Lq ID I.� m >4 `'n-' m T + e + � M x nz N M M } v ................... + w w ....... . 348 ...................... .........:......^:...:.. :...:... .M... ..:...:...:...:...:. .:348 EXISTING GRWNO PROFKE 0 FZU92INf ..................... .f H.. ..... ..........�;. .. .......................................... _ . ---. -0.20% - - 346 :. ElmRNGFLOYZ EPRoncJ - I� o.za�. =o-eog FUniRER090�EPRL27ZtJ' .. . 346 . IIGE37GN ROKINE PROFILE I . I 344 .................. .................... ........ ='" Jf.. 344 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE REMOVE EXISTINC CHANNELIZERS. 0 EXISTING MARKER EXISTING SNS -METRO +� ROADSIDE SIGN & PAVEMENT D 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. B. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVFMFNT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED D -E TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A200. NUMBER IN VINDICATES DETAIL NO. ON STANDARD PLAN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW '- INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. ,r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. --09 INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN ON THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. U --14 15 16 17 0 1 � -= oI R 7.9 BY 432.TTRANSITION 21 d N � INSTALL CHANNELIZERS, ttP. �_ °' - - � � - \1-�-�--� OM1 -LJ y `PROPOSED EDGE OF PAVEMENT (SHOULDER) 7 FUTURE FLOWLINE __ _*_--_----__--- SHEET _ SEE 10 _______________ ___-__ - _- 1--_- _----_-_ w -__-__ -FUTURI 3 TYPE OM2 -2V �_-----Y-- ---_ - / ❑®i OBJECT MAKERS - PER CALTRANS r 1-1 STD PLAN A73 J 60' o 10' 20' 20' HEATHER MEADOWS DRIVE STRIPING AND SIGNAGE PLAN (SEE SHEET 5) (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) TAFT HIGHWAY /_EMSUNG®7 8 /, EXISTING 21 1 I FLOWLINE NV.0 058952 E.P. 17 NOTE: IF EXISTING STREET NAME SIGN IS NOT "METRO" SIZE, THEN NEW "METRO" SIGN SHALL BE INSTALLED. �1 SIGN Z SIGN TO REMAIN. J EXISTING Q CL J a OD RB LLI r c� Z p NEW ¢ Q LLJ RT H Q 2 C.7 o_ O !n I- OD RB V7 = LJ m 4 w = Lo RT FZ w�w LE.Q GO F WQ Z �W !� _ W= LLI0 � g �o IL L.I Oz � a W F Lo Cl. HORIZONTAL: 1"=40' VERTICAL: 1"=2' NOTE "D": CONSTRUCT MIN. 0.45' A.C. PAVING OVER PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) COMPACTED TO 95% MAX. DENSITY NOTE "E": TI=9.0 R=35 47 23' 47.57' RELOCATE EXISTING POWER PCIS ONI CURVE I ON H 1 W N w (mj U UU 2 a v a CURVE m w m 0 O C Lq ID I.� m >4 `'n-' m T + e + � M x nz N M M } v ................... + w w ....... . 348 ...................... .........:......^:...:.. :...:... .M... ..:...:...:...:...:. .:348 EXISTING GRWNO PROFKE 0 FZU92INf ..................... .f H.. ..... ..........�;. .. .......................................... _ . ---. -0.20% - - 346 :. ElmRNGFLOYZ EPRoncJ - I� o.za�. =o-eog FUniRER090�EPRL27ZtJ' .. . 346 . IIGE37GN ROKINE PROFILE I . I 344 .................. .................... ........ ='" Jf.. 344 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE REMOVE EXISTINC CHANNELIZERS. 0 EXISTING MARKER EXISTING SNS -METRO +� ROADSIDE SIGN & PAVEMENT D 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. B. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR, 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVFMFNT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED D -E TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A200. NUMBER IN VINDICATES DETAIL NO. ON STANDARD PLAN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. ® REMOVE ALL EXISTING PAVEMENT MARKINGS AND/OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW '- INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. ,r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. --09 INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. STOP INSTALL WHITE "STOP AHEAD" LEGEND AS SHOWN AHEAD NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN ON THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. U --14 15 16 17 0 1 � -= oI R 7.9 BY 432.TTRANSITION 21 d N � INSTALL CHANNELIZERS, ttP. �_ °' - - � � - \1-�-�--� OM1 -LJ y `PROPOSED EDGE OF PAVEMENT (SHOULDER) 7 FUTURE FLOWLINE __ _*_--_----__--- SHEET _ SEE 10 _______________ ___-__ - _- 1--_- _----_-_ w -__-__ -FUTURI 3 TYPE OM2 -2V �_-----Y-- ---_ - / ❑®i OBJECT MAKERS - PER CALTRANS r 1-1 STD PLAN A73 J 60' o 10' 20' 20' HEATHER MEADOWS DRIVE STRIPING AND SIGNAGE PLAN (SEE SHEET 5) (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) TAFT HIGHWAY /_EMSUNG®7 8 /, EXISTING 21 1 I FLOWLINE NV.0 058952 E.P. 17 NOTE: IF EXISTING STREET NAME SIGN IS NOT "METRO" SIZE, THEN NEW "METRO" SIGN SHALL BE INSTALLED. �1 SIGN LEGEND SIGN TO REMAIN. ❑ EXISTING Q INSTALL NEW 1 POST SIGN. O INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. Q RELOCATE EXISTING SIGN. y REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). SIGN LOCATION SIGN CODES OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -1V - TYPE II VERTICAL OBJECT MARKER OM2 -2V - TYPE II VERTICAL OBJECT MARKER OM4-3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN SNS -METRO - METRO STREET NAME SIGN R1-1 - STOP SIGN R3 -5(R) - RIGHT TURN ONLY R4-7 - DIVIDED ROAD R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) R7-9 - NO PARKING BIKE LANE R11-2 - ROAD CLOSED R26(CA) - NO PARKING ANYTIME R81 - BIKE LANE (RIGHT) W1-6 (R) - ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) W1-6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN W1-7 - TWO -DIRECTIONAL LARGE ARROW SIGN W3-1 - STOP AHEAD W3-3 - SIGNAL AHEAD W31(CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 0 REVISION > APPROVED BY: N%'+�- �' ✓2-- l! /f//a GRFO BLACK R.C.E. 53592 DATE r PREVISION APPROVED BY: rn[9 6 ' DANIEL PADILLA R.C.E. 57008 DATE is �EXISTING FLOWLINE CHEVALIER ROAD STRIPING AND SIGNAGE PLAN (SEE SHEET 4) N - PAVEMENT TRANSITION PLAN (SEE SHEET 10) HORIZONTAL: 1"=40' y�,�Q��pORYSO 2�, ��GOM DMI.+I.YE. a is i1�Jq � Ni OF CA '0 Iand r A CL Q Z H 0' H O (n W LLJ J a H Q o Y) z z z Q LLJ UwO J un w WQ Y Q !� _ W= LLI0 � Z �o _ O Oz (� U W F Lo _J � W a Q N J W r -,W E_ W U U ( n � W W W Q (n OD L� C) H U Z O LLI H H (n LLJ H Q W +- w ow D - _ SHEET m 3R OF 10 sHTs. COB RECORDS No. CONSTRUCTION NOTES --�---� FL FLOWLINE STATION GR © CONSTRUCT 6" CURB & GUTTER PER C.O.B. SID. DWG. ST-'. 11 INSTALL TYPE OMM 6 END -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. OL CENIER LINE 3 En CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 12 INSTALL TYPE OM2 -2V END -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. 0- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 30 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER 13 INSTALL TYPE W5-1 WARNING SIGN PER MUTCD STANDARD, CURRENT EDITIONOO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD, DWG. ST -13. ' WHEELCHAIR RAMP DETAILS ON SHEET 2. SCH OETER R.C.E. 46165 DATE 8+45.76 9 m 'M' m + INSTALL STREET NAME SIGN PER CITY STANDARDS.. U CON51RUCT TYPE MEDIAN CURB PER GO.B. STD. DWG. ST -18. an o f m W W Y d O EXISTING SURVEY MONUMENT PROTECT IN PLACE. a] SAWCUT TO NEAT, CLEAN VERTICAL PACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND 1-2 0 (SEE SHEET 10) W a TAFT HIGHWAY m SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. w o STRIPING AND SIGNAGE PLAN EXISTING UTILITY POLE >_ CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER W = ® SEWER MANHOLE m PAVEMENT TRANSITION PLAN LLE CL C.O.B. STD, T-34. > w (SEE SHEET 10) (r O O -1 m p SEWER CLEANOUT I 0 INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). LU II r� �0 II Q� ® STORM DRAIN MANHOLE UE CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 H Ul U — --- RIGHT-OF-WAY ED TRANSITION FROM EXISTING MEDIAN CURB HEIGHT AND W1DIH TO 10" AND 9", RESPECTIVELY. S SEWER ® REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TD NEW CURB HEIGHT i oo O AND WIDTH WHERE INTERSFCTS. o STORM DRAIN ALL PLAN VIEW STNIS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. U —151— TRAFFIC SIGNAL INTERCONNECT ALL PROFILE STATIONINGONINGIS5 BASED ON F'-OWLINE DATA UNLESS OTHERWISE NOTED. a I�- EXISTING EDGE OF PAVEMENT O RELOCATE ALL UTILITY POLES - COOROINATE WITH UTILITY OWNER FO EXISTING FIBER OPTICS O v1 ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC, a- —OHE— EX".STING OVERHEAD ELECTRICAL TO FINISHED GRADE PER CITY STANDARDS 47 PITCHER VIEW COURT (SEE SHEET 8) TYP 1 � 6 ✓ µ n . � 6+74 45 1 12 10' MADE RRICATION MAIN \ TENT BY SEPARATE INSTRUMENT JAMES VALLEY COURT (SEE SHEET 7) 13 -- ---- --�---� CD3 _-- GR Y DATE 47.23' 47.02' 901v 89.48'04" 30.10' 30.10' 29.90' 3 C3 o 14 00'21'29" REVISION 7 APPROVED BY: N 10 ' JIM M M. SCH OETER R.C.E. 46165 DATE 8+45.76 9 m an m (SEE SHEET 1D) N W N T. an o f m W W Y d PROPOSED EDGE OF EXISTING R/W PAVEMENT (SHOULDER) PHASES 1-2 LL (SEE SHEET 10) 1 12 10' MADE RRICATION MAIN \ TENT BY SEPARATE INSTRUMENT JAMES VALLEY COURT (SEE SHEET 7) 13 -- ---- --�---� CD3 _-- GR Y DATE 47.23' 47.02' 901v 89.48'04" 30.10' 30.10' 29.90' 3 C3 o 14 00'21'29" REVISION 7 APPROVED BY: N 10 ' JIM M M. SCH OETER R.C.E. 46165 DATE 12 PAVEMENT (SHOULDER) m an m (SEE SHEET 1D) N O N T. an o f m W W Y d H- Q PHASES 1-2 LL 0 No. C FXPIi 04m - v W } N UJ Ln N ^ DoQ 0- EL REVISION APPROVED BY: CURVE RADIUS �� �G r GR g CK R.C.E. 53592 DATE 47.23' 47.02' 901v 89.48'04" 30.10' 30.10' 29.90' 3 C3 o 14 00'21'29" REVISION 7 APPROVED BY: N ' JIM M M. SCH OETER R.C.E. 46165 DATE A1.21210 11932 COURT 2i 21 (SEE SHEET 6) CHEVALIER ROAD CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=35 22 CURVE TABLE CURVE RADIUS 1-FNG1H r 11 ANGENT C1 N 47.23' 47.02' 901v 89.48'04" 30.10' 30.10' 29.90' 3 C3 o 14 00'21'29" 4.69' 7 N a PROPOSED EDGE OF N � W PAVEMENT (SHOULDER) CHEVALIER ROAD CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=35 22 CURVE TABLE CURVE RADIUS 1-FNG1H I )FLTA 11 ANGENT C1 30.00 30.00' 47.23' 47.02' 901v 89.48'04" 30.10' 30.10' 29.90' C2 C3 15DO.00' 9.37' 00'21'29" 4.69' FUTURE COMMERCIAL SITE �QPOFES�O ORY m4 4w# SM44+y - C•� 57/L,l� OF CAL1fOQ� Q q 2 (FUTURE)OLJ CL -- _--- 0 Q IF= O C7 O fn F- .._._ (ifN w Z w 1 (FUTURE) J m< V) ¢ Z W ~ L� �! q (n w Z w CL. �J.I Q —EXISTING R/W (f) LL HORIZONTAL: 1"=40' VERTICAL: 1"=2' b 47.73' 47 02' OP�M ON CURT '3 p4 mw m IL�•m n �jl• F >�• a z m w mY O �d Lo M — ..1-W. .� .m+ - .........Nand "1 a. moo.. p2 io zmow. rnz of o w EZ n 346 :...:...:...:+ .:...:... ...:... ... ..... ...:.. :.. .:.,.:...:. .:...:...:,..: 346 . - - -- EY/SUNG GROUND PKC>tILE 9 CLNIER(INE� a < . . __------------�___-_ __---_ n rEYISANG GROUND PROffLf ®fZOIKLNE .6 342 ....:...:...:...:.. 342 ................ ... ... ... ... ... ... 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE PITCHER VIEW Jam COURT + + JAMES VALLEY LIBERTY RIDGE COURT COURT m PROPOSED EDGE OF PAVEMENT (SHOULDER) Q as (SEE SHEET 10) f9- a y I 2❑(FUTURE)­� ❑1 (FUTURE) m a �7 LL 21------�--- + a+as 7s _ — -- 21 - R=2000' 6 - 1 .. _7R. 2000' _ ._. __.__•. 9 N ..- -. ----L-83.94 ....,... ..�_.____. .'11-'-._-_.,, -12_ .........13. a _.._.-"-___`14 'N....._ ._..__.�.___7 �- k____.. 6 . -.. , 10 - X12+4927 , 1 5.2 m SNS PROPOSED EDGE OF PROPOSED EP.T EX E.P./PROPOSED SHOULDER) W3 -i "ME-RO" PAVEMENT (SHOULDER) TRACT BDRY/CENTERLINE OF CHEVALIER ROAD (REPLACE EX. 'STOP AHEAD' (BILE SHEET 10) PAVEMENT) J r w J J PAVEMENT MARKING O� ¢ .,zmm m ow (SEE SHEET 3 FOR STRIPING & SIGNAGE DETAILS -NOTES) STRIPING AND SIGNAGE PLAN (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) CHEVALIER ROAD Land Surveying Q Z 0 o' 0 7 a a PROPOSED EDGE OF N � � PAVEMENT (SHOULDER) m an m (SEE SHEET 1D) N O N an o f m W Li l Y d H- Q L�5 LL 0 W a TAFT HIGHWAY m �w w o STRIPING AND SIGNAGE PLAN Land Surveying Q Z o' 0 L� Q N U [n Z Z Q Z Q LIT Li l Y d H- Q � LL W a TAFT HIGHWAY LU w o STRIPING AND SIGNAGE PLAN Q >_ m (SEE SHEET 3) f W = z LLJ CC m PAVEMENT TRANSITION PLAN LLE CL > w (SEE SHEET 10) (r O O -1 m Q I LU II r� �0 II Q� � Jr� LLJ H Ul U LIE i oo O o > S U U a O o ¢ F N O v1 W a- + _ U (n m a W u o U w W Lit HORIZONTAL: 1"=50' n- (n SHEET 1.1— �a53 Phl�� COB RECORDS No. 4R of 10 sFlrs. CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. Z O CURVE TABLE 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STO. DWG. ST -13. CURVE RADIUS LENCTH EELTA I TANGENT N U (n ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. wQ C1 30.00' 47.23' 90'11'56" 30.10' 00 w I—o PER WHEELCHAIR RAMP DETAILS ON SHEET 2 o Z� w YQ C2 30.00' 47.57' 90'50'34 30.44' CwJ I � ELI �� ❑4 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. QN W _ w W U ~ U n � _ CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL LJ C3 84.00' 198.00' 135'0 3'07 203.05' COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% `1 EXISTING UTILITY POLE C4 35.00' 55.10' 9011'56" 35.12' U Palmetto MAX. DENSITY, TO A DEPTH OF 1') ® SEWER MANHOLE Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD, DWG. N0. D-14 © SEWER CLEANOUT C5 35.00' 13.70' 22'2535 6.94' �( Englneerin£ TO CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7. THIS SHEET. 0 STORM DRAIN MANHOLE &� (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT-OF-WAY Land Surveying LZJ INSTALL 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" SEWER M(2)M COVER ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED, STORM DRAIN RO ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. --`--"- EXISTING EDGE OF PAVEMENT RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTNC MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, n'J p ETCTO FINISHED GRADE PER CITY DARD Q FL= FLOWLINE STATION W Z H 00 O o 00 QCD J CDL CO r V) W p Q CO 00 O W ^^ O CO 0D 12 FL 9+i 13 COURT (SEE SHEET 6) PHASE 1 HEATHER MEADOWS DRIVE CONSTRUCT MIN, 0.20' A.C. PAVING OVER MIN, 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY p TI=4.5 R=35 V l.7 i CN 100' VERTCAL CURVE Ih 4723 CUR' ,w M �I'L V II V m U p, A tt rnw c9 > !kl i')rn UL m ' m T oa 14 o .. . . . . . .+�. -. EEO . . . . . . s+y �I I HORIZONTAL: 1"=40' VERTICAL: 1"=2' 346: ..:...:... ... ... .... ...:...:. LL. .. ...... ... ..: ..:... ... ...:...:.. ..., .......: 346 . � EXlS77NO GY70UN0 PROFILE ®CENTER[/NE __ / 1 I' . —=-- --. 1.. ....--------- _--------- 344 : .. ..... ... ...:...........:. ... - .. .... .. ... .......... 344 +0.20 . +n.35% FLO#2/N£ PROLE 342: .. .. ....:...:., .' ..' ..:342 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE 344 .. ........:. 100' VERTICAL CURVE 475'- CN p ane O M rc ma tIS r7 > 01 m r CAV w m w 0 y _ ll) T Es ........ .('a; i ...:. .:. ...... 346 11. .................344 Adusl P./N or actor __ _ 40' 4.0' mA .__._ ___._..... _ ao tip lem! fo wcoeladate 5.0'Mit fdt dq�fh M ayprcanh. — t.5X mr. - 2Q( wax. _ — I.0 -Li, }F „r: • x 60" Aim. J 5FC7701V A—Ae N01ES I. AM w oFm bh} and motevh mod coahrm to the ayplicoNe sechoes of the .gecFcotims set;h'ed State of caft mn. OwIment of !r04,0101im.. Stmdwds SperiAoctims-.hrsaftr from as -Stmob+as Spxikdtkbs', Ca t Dll yytowd e0im 2 A cwrmt Soret Pend .''wed by she at/ of Rokrs6tld A01k Arks Oepxbemt most aacmwmy oil wise witch the L)'ty ryh t-cf-way J %t9wde show be croslfu^ted we to grab and vacs sectine and compacted to 90$ of minimum ay MI os determred by AS1M D- 1557 to a depM of 6' below top of subrocb. 4 Concrete for dries approach shall conform to the rrpkenmts of the Stoodard Speci6colims for maw cmvete (mi% eenrmt cmtebt 575 ®/cu )1f. Concrete shill cantor rob odditiees obsess xw gapawl is obtakod fm the Cif, Engi+ 5 Imrhr some mad be surfaced be the skis placed next to the concrete and shod at be fess thm 15' thick offer bang wrloced lams and suby'ode shill be wetted Immediately prim to placernmt of rn"de. 6. Concrete shat' be troweled xnmM, edysa' and Mm gime c sigh! brxm Fro fmmedtnlety oftr drM04 of sepasna sur/xer .Mad recei. a unifrm wspkabor of white pigmmted curing crnpamd confamnrg to the Standard Spseilushons. % swfoce of the cmvete mass be kept moist unht he awry cove d is gtaked. 7 Ewen ion ;amts sha7 be crosbucted of both mals of approach MEake ad Aw Amts, 20' msy: shad be, placed of carter of approach ond at 100' maximum hlr+a's and as chested by the City E.agmee: 6 Erpmsibe joint MMr motenaf shoo cones? of prehrmed sops of Mroblq mXset crmpomd Met cm&rm to the regukrnrts of rhe Slmdwd .1'aeci6icotime R Sections of edslry dire wproam being renared her rq'xrnmt Ask be sawcuf of the Owts of renaeal as dkeoted cy Ne GT, Engmer. Me sectio, beteg renaWd shall be o minorum of 50'k. lwgth and sowmfs mmf do, wM nuthg pot r scare the Reptacemmt shalt conform r denmsrm and brnbua to Me adaceet existiN knpo remm,'s VMS$ othrwrse directed by Me G'ty Engkmr. 10. Seshays oerg rLq]raeea may be pau'od ogar't ex'sthg pmemmt, if n gond croRkso and wdh the xxor opmraeo V the City Evioer Olhenrse, Me sm* pmsmmt mal! be mwcut a tn.. of 20' bon Me edge of ccrarete r as drected Palrnent patch .shall confirm to Me requrrnmts of Standard Detail ST It it. Cwb and guttr and body of approach shat be prated sepmatep, rat mhoohl cdly I2. No dire approach crostruchm shell be prmittcf r bawl w aYey cwt rebmss. !J. Eabe of dies appiaxh sees be a mm. of 25' frac, adrrcent let lie I4 Exisfmg orb, d In good condition, may hs so 1 arch roamed (iwb cal ) to aceammodets carshuct&n of crew residmid dir approach or widmr9 of eeistrg wy—,' vot 'Oohs 416fl #A STANDARD SINGLE FAMILY RESIDENTIAL DRIVE A0PROACP--YPE "A" ST -7 I PKA55( l 7aS3 Pkr �- COB RECORDS No. C/O Z O (n W SHEET 5 of 10 SHTS. Q Z Z O w w L� J w � Q U N U (n � Z Z Q W wQ w �> 00 w I—o LU o Z� w YQ 1i LL] =ZLLJ �Q CwJ I � ELI �� E'er tY 5LTI QN W _ w W U ~ U n � _ LJ Q U ED 0 U SHEET 5 of 10 SHTS. Z O w w w � U H Cl) W H W W H ELI O W W = EL. (n SHEET 5 of 10 SHTS. CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CJRS & GUTTER PER C.D.B. STD. DWG ST -1. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. Q2 CONSTRUCT 4.5' WIDE COMBINATON TYPE SIDEWALK PER STD. DWG, ST -3. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.D.B. STD. DWG. ST -13. E3I CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN ABBA CASE "A" AND + INSTALL STREET NAME SIGN PER CITY STANDARDS. PER WHEELCHAIR RAMP DETAILS ON SHEET 2. 20.OD' af 31.42' O EXISTING SURVEY MONUMENT -PROTECT IN PLACE. LE CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL ¢ U COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 `� EXISTING UTII_TY POLE MAX DENSITY, TO A DEPTH OF 1') © SEWER MANHOLE L]5 CONSTRUCT TYPE 'A' CATCH BASIN PER GO.B. STD, DWG. NO. D-14 © SEWER CLEANOUT © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, SHEET 5. O1 STORM DRAIN MANHOLE (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT-OF-WAY ELI INSTALL NSTA LM(2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30"COVE 35.00' SEWER 55.10' 90'11'56" 35.12' C6 35.00' STORM DRAIN ALL PLAN NEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 22'25'35" 6.94' a ---�- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. U a w RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. NOTE "A': PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MDNLMENT ENCASEMENTS, M ETC. TO FINISHED GRADE PER CITY STANDARDS, m FL= BOWLINE STATION L� HEATHER MEADOWS DRIVE (SEE SHEET 5) I II I I II 11 8 ( � I 32 a 31 130 29 28 27 26 25 24 + ++ + + + .1 A.- 145'" - - - - U N - - - - - - TY F T'P I I I I 2 I I C4 ._ f'a1 TYP _ 1 12' 1�/ 1--i FBITYP 10 11 =s s s .f61 Typ "C6 12 1 13 GARETT CANYON DRIVE (SEE SHEET 9) 5 S S 13 - N89 °3217W 14 (P m � 16 = 17 18 HE PHASE 1 N HE+ uJ 23 i S S S S__--cs) 15 - � 16 16+41.51 � 1] TYP `I 19 LIBERTY RIDGE COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 I 07P sT 1 22 I �K I I I ISLE DETAIL 6 )A. IT I 21 CHEVALIER N - ROAD Ju (SEE SHEET 4) HORIZONTAL: 1"=40' VERTICAL: 1"=2' O U W of Of W DID J I 2.88% 55. z CURVE RADIUS LENGTH I DELTA I TANGENT Cl 20.OD' af 31.42' 90'00'00" 20.00' C2 ¢ U ONI CURVE ¢ 268'49'50" -- C3 35.00' �m 27.13' 4424'55" 1 IIUm U 0 IIa a V 135'D3'07" 203.05' C5 35.00' 55.10' 90'11'56" 35.12' C6 35.00' 13.70' 22'25'35" 6.94' a LLJ NOTE "A" U a w NOTE "A': PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD NOTE "B"; INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN M m n L� "P nj In �'! m P1 346......, "�'...,...o.`^...,, H a.... e'..� " �`� O 346 d .. ...... ... ... .. ... ... ` --- ---'- ---- ----,_--.-_--_ .� �-- ---- - 344 : ..:... ...:...:.. :...:...:... - --------- ---_� _ ---- - - - - - - - - - - - - - - _ _ _- --- T.. :...:.. :...: -- -T -_ _ _ 344 +025% . . -0.20% +6.20% . _ . PE576N E(OW1/NE QR6RC : DESYGN 80012 EPROF/E 342: .......... . ::: :. . : . N . L 10+00 11+00 12+00 = 13+00 14+00 15+00 16+00 17+00 I N NORTH FLOWLINE PROFILE ? 31.42 I j 31.42 0 /OENIICAL POINT !h U IIUmv � ON CURVE ¢ ON CURVE rc � � � IIUmM U jN IIaV a rc mw c�as I W . m ��`c7jp''� T °I 00' N rn v mMNw` 346 P0 ±+ M N + T 7 0 + 7+'+IM M... - f1 +M 346 ..... .. N M, . . . . . . . .M. . ... LL LL . ....... .. .................. .EX/514tiG' GNUUNV hr�JNL£ L'Elv7£RLLNf. . . . ....... .............. ---- . . . . 344:...:. ....... ... .. ..: ....., .... ..,.. ... --- --.- 344 0.35% _035% +0:2" ' � �OES/GN 0 20% ---_ �21% � � � fZ00K/NE PROfIL£ 342 . ...:NEscNaom/NE woELE�. a .. .:...:... 342 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE O U W of Of W DID J 06 I 2.88% CURVE TABLE z CURVE RADIUS LENGTH I DELTA I TANGENT Cl 20.OD' af 31.42' 90'00'00" 20.00' C2 42.00' U 197.06' 268'49'50" -- C3 35.00' m 27.13' 4424'55" 14.29' 04 84.00' 00 198.00' 135'D3'07" 203.05' C5 35.00' 55.10' 90'11'56" 35.12' C6 35.00' 13.70' 22'25'35" 6.94' 06 I 2.88% 4 z 3 3 w �H Y Q af O=w O � :D U 0 K Ya 3 m O o Z � /'7 00 o _ O D' 06 I 2.88% 4 z Wa w �H af O=w w U :D WO Ya 3 �w � W= W O- Z � /'7 00 o _ O D' 4� c�IN Dl k+li QLLJ N w LLJ m a 18.1' I o Z SEE NOTE "B" Q Wa w �H af O=w w U :D WO Ya � �w W= W O- Z � /'7 Of o _ O D' 4� c�IN Dl k+li QLLJ N w LLJ m __jLL1 LLJ NOTE "A" U a w NOTE "A': PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD NOTE "B"; INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN n 1 PEDESTRIAN ACCESS AREA DETAIL SCALE: 1"=6' IT BW BW 5' 16' 6' — R/W R/W PROPOSED PEDESTRIANI ACCE^5 EASEMENT LIBERTY s ,D' s RIDGE COURT5% 2% 2% MAX MAX I MAS—T /8"', PEDESTRIAN ACCESS SECTION N N.T.S 2.00% 0 O Of W J J W U a_ Z O w CHEVALIERQ ROAD N _z - z QRuTcaS/ W ssz LLJ Exp. I U W H l9 I P w �oFC.0 LLJ 0 _ E (/7 SHEET I, '?d 1'3 OA-, A a COB RECORDS No. 6 of 10 SHTS. o Z z Q Wa w �H af O=w w U :D WO Ya � �w W= W O- Z � LLJ (D >� Of o _ O D' 4� c�IN Dl k+li QLLJ N w LLJ m __jLL1 LLJ U a w a n m L� 0 H U z O d QRuTcaS/ W ssz LLJ Exp. I U W H l9 I P w �oFC.0 LLJ 0 _ E (/7 SHEET I, '?d 1'3 OA-, A a COB RECORDS No. 6 of 10 SHTS. 01 CONSTRUCT 6" CURB & GUTTER PER C.O.R. STD. DWG. ST -1. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. OS CONSTRUCT WHEELCHAIR RAMP PER CALTRANS RENSED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. Lil CONSTRUCT 12' WIDE CROSS—GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS—GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 959 MAX. DENSITY, TO A DEPTH OF 1') F51 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG, N0, D-14 CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, SHEET 5. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) []] INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES — COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL= FLOWLINE STATION O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. O EXISTING SURVEY MONUMEVT — PROTECT IN PLACE. ten, EXISTING UTILITY POLE ® SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE ---- RIGHT-OF-WAY SEWER STORM DRAIN -i'---"-- EXISTING EDGE OF PAVEMENT PHASE 2 JAMES VALLEY COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 1, 0 v �ti 31.42' _ rt# 31.42' a 3 QN IX:RVE i7 ON CURVE =R 4) -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' zNrywCEN/LRLINL, - mm w m c"ay� rn +N�10N0 mMn U6L c 00 14-04m� m co++M mW+uaq + CXSDNC GROUND PROFILE ® �yl 344:... .. ...:. .. .. ... .. .. ' --- .:------ - --;- -- - --- - - ...... --.. --- - --- --- -- -T- - ---- --- 344 -0.257 +025% . _0.257 +0.25% 342:. / :. -0 207. .... _ --- .. .. .. ... +o,zox ..... .. .. .. . 342 . DESIGN fZORINE PRO£LLE- 0.107 +O iG% DE3/6N fZOXIME PROELLE . ..... ... .... I . . . . . . . . . . . . F . 3401 ... :... :... : .. .......:..:...:.............. .:...:...:.......:........ ...: .. ..: .. .. :.. ...:,..............:.. :.. .. .. 340 9+11�0 10+00 11+00 12+0'0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLINE PROFILE /0EN7/CAL POINT3�� •�� 31.42 1 42' /DEN➢CAL POINT ON CUWVE ON CURVE Q 342: .. .. .. ....... l.....-o;2s ... .........: 3 ..: 42 DESYGN f291(4/NE PROFILE, D£3'16V fZONUNE PRORLE ......................... ... ..................................... ............... ..... ............., 340. ..: ..: ..: ..: ..:...:.. .. .. :.. .. ... ... .: ..........:.. .......... ...... ..:. .:. .:. .: 340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE P QgOfES 9EC-Pd ym" ¢I -C 952 f A94 7- 54-1 /zo r9 NI dP of CAl:%oP 1 It COB RECORDS No. Manu n D Y U CURVE TABLE Z GUV= RADIUS LENGTH DELTA TANGENT A 20.D0' 31.42' 90'00'00" 20.00' C2 42.00' 197.06' 268'49'50" 42.87' C3 35.00' 27.13' 44'24'55" 14.29' -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' zNrywCEN/LRLINL, - mm w m c"ay� rn +N�10N0 mMn U6L c 00 14-04m� m co++M mW+uaq + CXSDNC GROUND PROFILE ® �yl 344:... .. ...:. .. .. ... .. .. ' --- .:------ - --;- -- - --- - - ...... --.. --- - --- --- -- -T- - ---- --- 344 -0.257 +025% . _0.257 +0.25% 342:. / :. -0 207. .... _ --- .. .. .. ... +o,zox ..... .. .. .. . 342 . DESIGN fZORINE PRO£LLE- 0.107 +O iG% DE3/6N fZOXIME PROELLE . ..... ... .... I . . . . . . . . . . . . F . 3401 ... :... :... : .. .......:..:...:.............. .:...:...:.......:........ ...: .. ..: .. .. :.. ...:,..............:.. :.. .. .. 340 9+11�0 10+00 11+00 12+0'0 13+00 14+00 15+00 16+00 17+00 18+00 19+00 NORTH FLOWLINE PROFILE /0EN7/CAL POINT3�� •�� 31.42 1 42' /DEN➢CAL POINT ON CUWVE ON CURVE Q 342: .. .. .. ....... l.....-o;2s ... .........: 3 ..: 42 DESYGN f291(4/NE PROFILE, D£3'16V fZONUNE PRORLE ......................... ... ..................................... ............... ..... ............., 340. ..: ..: ..: ..: ..:...:.. .. .. :.. .. ... ... .: ..........:.. .......... ...... ..:. .:. .:. .: 340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 SOUTH FLOWLINE PROFILE P QgOfES 9EC-Pd ym" ¢I -C 952 f A94 7- 54-1 /zo r9 NI dP of CAl:%oP 1 It COB RECORDS No. Manu n D Y U 6111111111 7 OF 10 SHTS. a Z z O H O El w Li - J Q 0 U N U (n o z z Q W ¢ Z � _H O=w W 0 WO O H— < YQ ~ W WLLJ a- Z W W >J OU U Of> YIf) D W �w QN W W �> U Wa W w o n m LL O Y- U 6111111111 7 OF 10 SHTS. Z O H El w - 0 U (n W ULd � H— W O W W (n 6111111111 7 OF 10 SHTS. CONSTRUCTION NOTES [1 CONSTRUCT G" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. © CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. p CONSTRUCT SURVEY MONUMENT ENCASEMENT PER D.D.B. STD. DWG. ST -13. © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN ARBA CASE "A" AND + INSTALL STREET NAME SIGN PER CIN STANDARDS, PER WHEELCHAIR RAMP DETAILS ON SHEET 2. 20.00' 31.42' ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% M, EXISTING UTILITY POLE MAX. DENSITY, TO A DEPTH OF 1') ® SEWER MANHOLE [EE CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 0 SEWER CLEANOUT © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. OWG. ST -7, SHEET 5. 0 STORM DRAIN MANHOLE (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT-OF-WAY EZ] INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" 47.23' SEWER COVER MINIMUM). W Z STORM DRAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -"--"- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHNOTED. ERWISE RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. J J w _ G ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL= FLOWUNE STATION 36 1 35 34 o / I I C3 © TYP S OS 11 S C2 10+00.00 K tion 'T. T4E 'MEL-Opw SHAD Q$TA j AN e1Jc4.oAc4%KlI Pc,{W I r FI Tits rRNA -T6 Ik1 %4Wrl-m FA•i�rt�Fs Pat.A Tu > OF C.ah�1-�"S 1sr) fwQ PIWEt Z. 33 -S I 4 GARETT CANYON DRIVE (SEE SHEET 9) 32 31 I I N + BO 10' 20' 1 20' 10' 0 0 °J 14.5' '4.5'" ❑3 TYP TYP TYP ` � S12 S S 13 S S_ r D`_LTA .I61 TT 20.00' 31.42' 65 N N 1m +d � _ V N — 514 S S 15 ~ N89'32'17"W ILL-(r___ -_TYP ;LIMP H 4 / lli -' 37 38 39 ` 40 P 41 PHASE 2 - 0 42 4 _S_s 15 S I 43 PITCHER VIEW COURT 44 I 45 �-I 46 Lnnd Sumgng CURVE TABLE CURVE RADIUS LENGTH D`_LTA I TANGENT C1 20.00' 31.42' 90'00'00" 20.00' C2 42.00' 197.06' 268'49'50" 42.87' C3 35.00' 27.13' 44'24'55" 14.29' C4 30.00' 47.02' 89'48'04" 29.90' C5 30.00' 47.23' 9011'56" 30.10' Lnnd Sumgng CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 v 'LJ�1" 3131<2' T1l 11.42�� VERTICAL CURVE ,I >I��• 47.0247.02' ONI &U IF J IBuNl CURVE "J ON CURVE -- 11 Z m � w Sal" e o� 3 3ati� a�" o m m a'�• a N + - .� EXFSANG GROUND PPOfYLE 0,CENTE4LINEl ; 344.___.-..:------- -.-.: ----. ------------- ----------------------------- ------------- - ... ...344 ^ -fir u•i i.�nvr Q� vi x m m rn w c� ry a��� (O ivdj �m N V �, `ry`• 7 � � 4 f�']17 � � � L� W H"�r, + J CJI % �O N N 7 O+ M V 44 OI .m..+�o...............................................y..�a r d4^ h. _ m zw CV57NG _GROUND FpOFLE 0 CCNTC4UNE� -- _-----` ---------_- -_-. _--_------------------------------------ w /Ai r _-_---!'C. --- ---.f . . _. -- ... .... -- _� I . i ...... 344 �QRQFE85 1 n Z �tYt7E z 0.0 053952 x m s 3 �0FC0.L'&�Q� w.p ;39 2 E.P.LY 3 W (-?)S3 a 1'r COB RECORDS No. a z O Li J Q N U (n z Z z Q W ¢ Y O_ L-- :5 :5 — D- 0C L� --7) =w0 770( n W U �Q F-- w� W= Z w � � 0O 0> (� U 0'El� 0- W QN �U W LLJ T_ V) LIT d U 0_ w Q W Y H- Q Cn 0] L� 0 U Z 0 w a_ -i G- U H (n � o O W H � LiJ O w CC Z d (n SHEET 8 of 10 SHTS. r� r7 m O W Z � O o L7 � m xo J J w _ G Q U cD M1 o' U m �O M1 M1 0 0 0 14s 11• < 34' o + 20' 20' EXISTING R J OTYP a uT o c� o I I 'rl II 0 YP �* m TYP II o — C5 I I Y V � 4, II'w 11' 34' z 20' 20' I � '+ 47 j EXISTING R/ _ CHEVALIER 1 O ROAD m (SEE SHEET 4) IIJI HORIZONTAL: 1"=40' m • I� SEE Moro h VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 v 'LJ�1" 3131<2' T1l 11.42�� VERTICAL CURVE ,I >I��• 47.0247.02' ONI &U IF J IBuNl CURVE "J ON CURVE -- 11 Z m � w Sal" e o� 3 3ati� a�" o m m a'�• a N + - .� EXFSANG GROUND PPOfYLE 0,CENTE4LINEl ; 344.___.-..:------- -.-.: ----. ------------- ----------------------------- ------------- - ... ...344 ^ -fir u•i i.�nvr Q� vi x m m rn w c� ry a��� (O ivdj �m N V �, `ry`• 7 � � 4 f�']17 � � � L� W H"�r, + J CJI % �O N N 7 O+ M V 44 OI .m..+�o...............................................y..�a r d4^ h. _ m zw CV57NG _GROUND FpOFLE 0 CCNTC4UNE� -- _-----` ---------_- -_-. _--_------------------------------------ w /Ai r _-_---!'C. --- ---.f . . _. -- ... .... -- _� I . i ...... 344 �QRQFE85 1 n Z �tYt7E z 0.0 053952 x m s 3 �0FC0.L'&�Q� w.p ;39 2 E.P.LY 3 W (-?)S3 a 1'r COB RECORDS No. a z O Li J Q N U (n z Z z Q W ¢ Y O_ L-- :5 :5 — D- 0C L� --7) =w0 770( n W U �Q F-- w� W= Z w � � 0O 0> (� U 0'El� 0- W QN �U W LLJ T_ V) LIT d U 0_ w Q W Y H- Q Cn 0] L� 0 U Z 0 w a_ -i G- U H (n � o O W H � LiJ O w CC Z d (n SHEET 8 of 10 SHTS. CONSTRUCTION NOTES E17 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STO. DWG. ST 1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ES] CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. LLI CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL COMPAC- AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF I') Q5 CONSTRECT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 LS] CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7. SHEET 5. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) ❑7 INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS. VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED MADE PER CITY STANDARDS. FL= FLOWLINE STATION O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. a, EXISTING I TIUTY POLE ® SEWER MANHOLE z SEWER CLEANOUT v STORM DRAIN MANHOLE --- RIGHT-OF-WAY SEWER STORM DRAIN -'�--�- EXISTING EDGE OF PAVEMENT LIBERTY RIDGE COURT (SEE SHEET 6) 5 15 30 29 HORIZONTAL: 1"=40' VERTICAL: I"=2' PHASES 1-2 GARETT CANYON DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 CIA 31 1cuRVEE a\ a1 o J EXLS7/✓C GROUND PROFILE ®.CF1/7,-RUW7E N 344. —_—_ 342 : ..: ..:... :... ' 00 041 31.42 .� ta2. r' ON CUR OE — SON CJRVF-- --- -- PITCHER VIEW o I RADIUS I LENGTH OI CURVE v z0.00' JAMES VALLEY A aj a M O w F_C�aq DAAio&4 - Q N U COURT WASE 2 o z z S�Z`l/2o COURT Y Q a-> (SEE SHEET 8) ozw o tz (SEE SHEET 7) z� w o Q LiL= z :E w>- ill 31 a 30 -I I 19 NM 15 39 I YNaSe t I- cn w 0 60: Q ¢ 10' 20' 20 10' m W O 10' 20' n I I U J = a a .fl3 TYP .7 -- ---- 40 0 5 C S S N S 5 t 12 54 S - o N S (�I 6 ----- --- -- =E�—®______ ' 111 0+00.00 o� 12+69.00 N002743"SE h4r CT N Ct E 41 TEMPORARY FLOWAGE & N _ o DRAINAGE EASEMENT TO THE W 60y SOLO CITY OF BAKERSFIELD PER W '.0 20 20 10 o 10' 20' 20' 70' DOC. NO. --__--- O.R. 0R ¢ ¢ 6 7 18 o a a 16 _ > o z w m m d „o w LIBERTY RIDGE COURT (SEE SHEET 6) 5 15 30 29 HORIZONTAL: 1"=40' VERTICAL: I"=2' PHASES 1-2 GARETT CANYON DRIVE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=35 CIA 31 1cuRVEE a\ a1 o J EXLS7/✓C GROUND PROFILE ®.CF1/7,-RUW7E N 344. —_—_ 342 : ..: ..:... :... ' 00 041 31.42 .� ta2. r' ON CUR OE — SON CJRVF-- --- -- I.: 344 gZ_ o 10� +.o:zo� ...:. +D. 342 3NL.C. ¢20% 341.51 +0.643 OESIP/ AZOAUNE PROR7L£ . OE576N R.OA87NE PROf7LEJ 11PI-34164 _ . 340: G. 9.0. .y.:.? ..:...:...:...:............. ... ... .:340 .12+4x00 -Pi-3+893 CROSS UTTER 2+8 0 +o.z0� 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE A4z' O ON 11CROSS-GUTTER ER A\. a �I aIm m m 10 .. ... .. .. . .. . . . . .. . ... . ... . ... ... . ... . ..� w� +. .^? . _: . . .. +. ... .. . . . ... .. t ... .. .. 3ta2' .. x ... . ... . . + ON CURVE .M FX/SON(' GROUND P.40RZF ®.CEN7ERLd✓E1 N OM a b1.42' M 1-2 �2EL —� — _— --- � —_ v —EL ---r ---. 344:. T -- --- —� —R — on cuRVEz —CN wevL — -- w 344 __ .. �� ..... .w . m a�o4 . $ ' 342 _ n 2Dq .. .... 342 DE57LW FLCWINF PR0A7L£ GROSS -GUTTER - - 340. .. I . . ...........................:340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE CURVE TABLE 31.42' _ I RADIUS I LENGTH OI CURVE v z0.00' w x000'00" z0.a0' aj M O I.: 344 gZ_ o 10� +.o:zo� ...:. +D. 342 3NL.C. ¢20% 341.51 +0.643 OESIP/ AZOAUNE PROR7L£ . OE576N R.OA87NE PROf7LEJ 11PI-34164 _ . 340: G. 9.0. .y.:.? ..:...:...:...:............. ... ... .:340 .12+4x00 -Pi-3+893 CROSS UTTER 2+8 0 +o.z0� 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE A4z' O ON 11CROSS-GUTTER ER A\. a �I aIm m m 10 .. ... .. .. . .. . . . . .. . ... . ... . ... ... . ... . ..� w� +. .^? . _: . . .. +. ... .. . . . ... .. t ... .. .. 3ta2' .. x ... . ... . . + ON CURVE .M FX/SON(' GROUND P.40RZF ®.CEN7ERLd✓E1 N OM a b1.42' M 1-2 �2EL —� — _— --- � —_ v —EL ---r ---. 344:. T -- --- —� —R — on cuRVEz —CN wevL — -- w 344 __ .. �� ..... .w . m a�o4 . $ ' 342 _ n 2Dq .. .... 342 DE57LW FLCWINF PR0A7L£ GROSS -GUTTER - - 340. .. I . . ...........................:340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE CURVE TABLE CURVE I RADIUS I LENGTH 1 DELTA TANGENT c1 z0.00' 3t.az' x000'00" z0.a0' r l l- 7a 5'3 a4 I r COB RECORDS No. SHEET 9 OF 10 SHTS. Q Z O w F_C�aq DAAio&4 - Q N U Ln WASE 2 o z z S�Z`l/2o W Q Y Q a-> ozw o z� w o Q LiL= z :E w>- Wd El > 0 >z C)U -I I (T£c.4 Df L.14- Q N w YNaSe t I- cn w 0 y�ys/�5 Q ¢ cn m W O U l l- 7a 5'3 a4 I r COB RECORDS No. SHEET 9 OF 10 SHTS. PAVEMENT PLAN NOTES (THIS SHEET ONL)I i-- EXISTING EDGE OF PAVEMENT CD EXISTING EDGE OF PAVEMENT =n— EXISTING FIBER OPTICS Q PROPOSED SAWCUT LINE —GTE-- EXISTING OVERHEAD ELECTRICAL m C LIMITS OF AC REMOVAL AND DISPOSAL X,- ORYs kf REVISION C� PROPOSED EDGE OF PAVEMENT (SHOULDER) ��. Q .*. e APPROVED BY: 5- EXISTING PAVEMENT TO REMAIN AS PROPOSED SHOULDER AREA.W me Q x ADE y RE CK R.C.E. 53592 © EXISTING POWER POLE TO BE RELOCATED/REMOVED * m ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 9� NI �a�' REVISION ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. OF CALlFO APPROVED BY: JI M. SCHROETER R.C.E. 46185 DATE 10 FINISHED GRADE PER CITY STANDARDS. J 14 �- N 15 16 N59"32'1 7`W I -L- --� --- - -^- �' ______�__ - --- ,a _ IT --� 6 I `a) FUTURE FLOWUNE (BY OTHERS) r -EXIST v Y' `Y Y- r F Lam—-EkISPNG IRRIGAI,ION DITCH TO RETAIN - - ----— — — — — — — — — — — — — — — --- I A 6 kms' F ] A\ v v v v v v v REVISION APPROVED BY: ' GREG BLACK R.C.E. 53592 DATE REVISION APPROVED BY: DANIEL PADILLA F.C.E. 67008 DATE PREVIOUSLY APPROVED REVISIONS -- - 1 /-'CENTERLINE OF TAFT HIGHWAY 16 IB i I I 20+00.00/ r� PAVEMENT TRANSITION PLAN TAFT HIGHWAY FUTUREFUTURE �_ + u++m RW CL RW m 5' 45' r w 30' 20' pE5 — 20' VA a x B'yl w w x — -- --- — e Q � --_ -- - o-� ' GRADE LINE __ ___..__ CONSTRUCT MIN. 0.30' A.C. PAVING OVER w O d MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN, 1.00' NAT, GRD COMPACTED TO 95% MAX. DENSITY j m------�- TI=6.0 R=35 w w o = w 15+18.27 �- 90' RIGHT-OF-WAY (COLLECTOR)ON -�. 4 CHEVALIER ROAD SECTI TDi - _ 6 NOT TO SCALE r PITCHER VIEW COURT ------------ _1r� 4 _ -- -y - --- --- -_ - -- 6 L� v -----y"-.— __---'(------- 1 >_ s+4s76 . I I B 9 -- - ----- i - FUTURE BOWLINE (BY OTHER .. .__ .-.._ ....-......._ `".�`---- �" r�..... Y ti E%ISPNG IRRIGATION BITCH TQ REgiVN &20% FUTURE FLOW -NE (BY OTHERS) g EXISTING IRRIGATION VAUW 9 AND PIPE TO REMAIN, TYP. 0 0 -N- HORIZONTAL: 1"=30' INE OF CHEVALIER ROAD ---------------- 0.20%- T � o 'o T7 i NOO'39'39"E T Z O �p �'tqmg e c+4 Q - oQ W46I •N -o,omo + PN�r,E Z v I z�f) <z c bia Ui � mn n HEATHER MEADOWS 2 - a ~ m Z DRIVE Wo Ya w= w z wz >¢ O A 6 kms' F ] A\ v v v v v v v REVISION APPROVED BY: ' GREG BLACK R.C.E. 53592 DATE REVISION APPROVED BY: DANIEL PADILLA F.C.E. 67008 DATE PREVIOUSLY APPROVED REVISIONS -- - 1 /-'CENTERLINE OF TAFT HIGHWAY 16 IB i I I 20+00.00/ r� PAVEMENT TRANSITION PLAN TAFT HIGHWAY FUTUREFUTURE �_ + u++m RW CL RW m 5' 45' r w 30' 20' pE5 — 20' VA a x B'yl w w x — -- --- — e Q � --_ -- - o-� ' GRADE LINE __ ___..__ CONSTRUCT MIN. 0.30' A.C. PAVING OVER w O d MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN, 1.00' NAT, GRD COMPACTED TO 95% MAX. DENSITY j m------�- TI=6.0 R=35 w w o = w 15+18.27 �- 90' RIGHT-OF-WAY (COLLECTOR)ON -�. 4 CHEVALIER ROAD SECTI TDi - _ 6 NOT TO SCALE r PITCHER VIEW COURT ------------ _1r� 4 _ -- -y - --- --- -_ - -- 6 L� v -----y"-.— __---'(------- 1 >_ s+4s76 . I I B 9 -- - ----- i - FUTURE BOWLINE (BY OTHER .. .__ .-.._ ....-......._ `".�`---- �" r�..... Y ti E%ISPNG IRRIGATION BITCH TQ REgiVN &20% FUTURE FLOW -NE (BY OTHERS) g EXISTING IRRIGATION VAUW 9 AND PIPE TO REMAIN, TYP. 0 0 -N- HORIZONTAL: 1"=30' INE OF CHEVALIER ROAD ---------------- 0.20%- T � o 'o T7 i NOO'39'39"E T Z O C c+4 Q - oQ W46I •N -o,omo w PN�r,E Z �ooryo g+�iq z z�f) <z c bia Ui � w¢ �a PAVEMENT TRANSITION PLAN CHEVALIER ROAD CL a - ---' --- - — - --- e n N /-TRACT BDRY/CENTERLINE OF CHEVALIER ROAD I` PAVEMENT TRANSITION PLAN CHEVALIER ROAD I I HORIZONTAL: 1"=30' R -3D' \` STOP STOP - - 71 4 oS�4'' I II CHEVALIER ROAD (SEE BELOW) TAFT HIGHWAY (SEE ABOVE) v I 1 19'2 M! �- HORIZONTAL: 1"=30' L - — — — — — — — — — — — — C) > w J¢ m 3 _-_--,___- -F ____-14__ ___ _ ________ w w -L LID 15,1827 I'` --a), 0 Palmetto Elglieering La1w W veying -T r7 K� m O WZ H � Q J w � I p < W M n n O W O m z w o Q CTI C7 i= o zzm Ycj � 3 m U Z atooUO O O O N U N O O M N N 11ml. U 1n Ld U W F- W O w SI ILE1 1, -?�S3 m COB RECORDS No. 1 CR of 10 SIFTS. Q Z O c+4 Q W46I •N " w PN�r,E Z o z z�f) <z w¢ �a 5/11 /2- 0 a ~ O Z =W Wo Ya w= w z wz >¢ O CL QN WI, w W :2 -i w w w> Elf Y Q�< m V_ O F- U z c F- a U 1n Ld U W F- W O w SI ILE1 1, -?�S3 m COB RECORDS No. 1 CR of 10 SIFTS.