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1.1-7253 Ph 1 & 2 Revisions
TRACT 7253 PHASES 1 AND 2 1246/17 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE THEODORE D. WRIGHT C 33710 APPROVED Y: /',- ^f i I Iti vLI���, 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 89°32'17° 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 MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 PHASE 2 TOTAL ARTERIAL STREET 922 14 EAST HCSKING 0 LF AVENUE LF 0.45' A.C./O.95' A.B.(TAFT HWY) 17,692 SF 0 SF 17,692 SF COLLECTOR STREET 751 LF 575 LF 1,326 LF N RD) 27,032 SF 28,608 MCKEE ROAD r 55,640 McKEE LOCAL STREETS ROAD LF 36 LF 3,417 31 0.20 A.C./0.40' A.B. 50,677 SF 79,146 SF 129,823 w 6" CURB AND GUTTER 3,169 4 4,630 LF < LF 6° THICK DRIVE APPROACH 3,520 SF 5,280 SF 8,800 SF 4 TIM DEWALK TY"PE 'M l EDAN CURB n/,� {y 13 725 j . SF LF PROJECT ITE SF LF 26 105 SF Ry-' - LF `4 EA 7 - --__ ...._"_.TAFT..__..__ ,._.__ — ___ IGH 3 _ 4 EA 1 \\TlT EA METRO STREET NAME SIGNS 3 EA 2 EA 5 EA TRAFFIC CONTROL. SIGNS m EA 6 I I 10 EA WI',EEL CHAIR RAMPS 4 EA 8 EA l EA ROAD( 4 EA 5 EA 9 1 STREET LIGHTS (9500 LUMEN) 2 6 1 EA 3 EA WIDE CROSS GUTTERS (12' WIDE) 1 EA 2 EA 3 EA SAWCU`7.- � r LF 387 ( 2,227 LF w c CA 4,419 A 1,4.41 LF 5,860 � AC REMOVAL (TAFT HIGHiNY) {NI SF 0 SF 4.518 SF AC REMOVAL (CHEVALIER ROAD) 7,375 SF 7,152 SF 14,527 SF LEGEND VICINITY MAP NO SCALE MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 PHASE 2 TOTAL ARTERIAL STREET 922 LF 0 LF 922 LF 0.45' A.C./O.95' A.B.(TAFT HWY) 17,692 SF 0 SF 17,692 SF COLLECTOR STREET 751 LF 575 LF 1,326 LF 0.30' A.C./0.50' A.B. (CHEVALIER RD) 27,032 SF 28,608 SF 55,640 SF LOCAL STREETS 1,392 LF 2,025 LF 3,417 LP 0.20 A.C./0.40' A.B. 50,677 SF 79,146 SF 129,823 S7 6" CURB AND GUTTER 3,169 LF 4,630 LF 7,799 LF 6° THICK DRIVE APPROACH 3,520 SF 5,280 SF 8,800 SF 4 TIM DEWALK TY"PE 'M l EDAN CURB n/,� {y 13 725 j . SF LF '.5,287 0 SF LF 26 105 SF Ry-' - LF SURV CNJMENT ENCASEMENT EA 7 EA - EA STANDARD STREET NAME SIGNS 3 EA 4 EA 7 EA METRO STREET NAME SIGNS 3 EA 2 EA 5 EA TRAFFIC CONTROL. SIGNS 4 EA 6 EA 10 EA WI',EEL CHAIR RAMPS 4 EA 8 EA 12 EA STREET LIGH S (5800 LUMEN) 4 EA 5 EA 9 EA STREET LIGHTS (9500 LUMEN) 2 EA 1 EA 3 EA WIDE CROSS GUTTERS (12' WIDE) 1 EA 2 EA 3 EA SAWCU`7.- 1,840 LF 387 LF 2,227 LF STRIPING 4,419 IF 1,4.41 LF 5,860 LF AC REMOVAL (TAFT HIGHiNY) 4,518 SF 0 SF 4.518 SF AC REMOVAL (CHEVALIER ROAD) 7,375 SF 7,152 SF 14,527 SF LEGEND CIL CEN ERLINE DWY- DRIVEWAY FL- FLOWUN- BCR_ BEGIN CUkH HE [URN ECR- END CUPH RIETURN P - POINT OF IN _RSECT'.ON EC END CURVE 30- BEGIN CU, vE F'_VC- POINT OF IN7ERSECTON VERTICAL CURVE POV.C- POINT ON VERIK,A CURVE BVC- BEVY VERTICAL C: jRVE EVC- END VEFLCAL CURVE PRC POINT OF REVERSE CURVATURE PCO- POINT OF CCMPOUND CURVATURE PO;- POINT ON CURVE GB- GRADE BREAK HP- 111011 POINT BW- BACK. OF WALK j0�1� b. „Q1 erp , 7 V rllfs. FADS", 941 6 ao$ PATE ENGINEER'S STATEMENT I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS, 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. N4, C tl5'9By52 2` txv+Z-L} # GREGORY LACK RCE 53952 DATE: EXP. 12/31/2017 SHEET No. INDEX CD TITLE SHEET Q2 GENERAL NOTES (� & DETAILS 3RD TAFT HIGHWAY CD CHEVALIER ROAD O HEATHER MEADOWS DRIVE C16 LIBERTY RIDGE COURT G7` JAMES VALLEY COURT Q P TCHER VIEW COURT Cl) GARSIT CANYON DRIVE Iia ED TAFT HIGHWAY -CHEVALIER ROAD 22 PAVEMENT TRANSITION PLANS LEGEND c0 SHEET INDEX NUMBER ----- DIRECTION OF DRAINAGE (� CONCRETE MONUMENT --�- EXISTING STREET NAME SIGN �} 5800 LUMEN STREET LIGHT {°} 9500 LUMEN STREET LIGHT ,n,CB#12 CATCH BASIN w//NUMBER ~ I + PROPOSED STREET NAME SIGN 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. NQIEi THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS LANDSCAPE DRAINAGE ACROSS THE SIDEWALK FOR THOSE AREAS OVER 27 _ TAFT HIGHWAY - ` I 32 1 31 1 36 1 29 1 28 1 27 1 26 1 25 1 24 1 23 1 22 16117118119120 1 21 18 117 1 16 1 15 1 14 I 13 7 1 8 1 9 1 10 1 11 1 12 61514131211 37 1 38 1 39 140 1 41 142 1 43.1 44 145 1 46 147 KEY MAP. SCALE: 1'=200' a V U@DERGRO ND SFRVIGE ALERT OFSOU HISTN CCALFORMA CB#4 n J4 ` 4w �S w s a V o U `ETB_L FR 1818 Ni -2'1F I , AT LEAST 7M DAYS BBSREYOU DfC Rml r, c0 i9 - -__=--LIBERTI Z O X13 v c 12 14 15 --�I ~ I J HA. _ I PHA E 2 � N 23 22 21 20 19 < (101 W __jLJ D- I~ JAMES -- C� LL I- cB#2- I r ZLj� a i 25 28 r7 28 2g 30 35 35 34 33 39 31 I —' I--" I l 16117118119120 1 21 18 117 1 16 1 15 1 14 I 13 7 1 8 1 9 1 10 1 11 1 12 61514131211 37 1 38 1 39 140 1 41 142 1 43.1 44 145 1 46 147 KEY MAP. SCALE: 1'=200' a V U@DERGRO ND SFRVIGE ALERT OFSOU HISTN CCALFORMA CB#4 n J4 ` 4w �S w s a V o U `ETB_L FR 1818 Ni -2'1F I , AT LEAST 7M DAYS BBSREYOU DfC Rml r, c0 Z O v c 0_ LL __j J 4 � N 0 (n o < (101 W __jLJ D- C� LL I- O ZLj� a w Lj Q 1 Yr L' EL w SHrvFT !- -11 1" j t �m )B RECORDS No. OF 10 SHTS. c0 Z O F- c 0_ LL __j J 4 � N 0 (n o < (101 W __jLJ D- C� LL I- O ZLj� a w Lj Q 1 Yr L' EL `' > OD EL C7 ipqJ l wW U: Wu a_I u~ d D- W Iz Q CO U_ ly ICJ SHrvFT !- -11 1" j t �m )B RECORDS No. OF 10 SHTS. O F- 0_ __j I � Go W W I- W a W D' S d 00 SHrvFT !- -11 1" j t �m )B RECORDS No. OF 10 SHTS. GENERAL NQTES 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY 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 CITY 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 FUNCTIONAL 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 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH T OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS T=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. 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 PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT 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 (S) 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 WITH 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 NI 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 I. 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(8), "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 C. 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 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 SHALT_ 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 SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE 15 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. 1.5. 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 CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE 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 SHALL 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) 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 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 ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER 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 LEAST 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 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. 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. E 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. IU CITY STANDARD PLATES Z Z 1, THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. o� (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, UNLESS OTHERWISE NOTED) CITY STD. N0. DESCRIPTION CITY STD. NO. DESCRIPTION N 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") Ocl) ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS �Q ST -7 DATED 12/13 RESIDENTIAL DRIVE APPROACH ❑ ST -20 PRIVATE STREET GATES ❑( ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD W O 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 I� ST -15 CUL-DE-SACS ® T-12 MINIMUM ACCESS DESIGN ST -16 STREET KNUCKLE ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING **FIBERGLASS STREET LIGHTS NOT ALLOWED AND PULL BOXES CALTRANS STANDARD PLANS 1. THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION M RSP A88A & B CURB RAMP DETAILS CL fn RW a BLOCK WALL SAWCUT 2' TO NEAT VERTICAL " 4 FACE, OR AS DIRECTED BY CITY 2' 2 _ ENGINEER 1 GRADE ® 2:1 t _ _ 1.5---%--3'4� FINISHED PAD 6" TYPE "6" CURB & GUTTER TYPE M-1 MEDIAN CURB-) " - W/ 5.5' WIDE SIDEWALK (WHERE OCCURS) GRADE 0 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 w NOT TO SCALE R ST ST FUTURE PROPOSED BLOCK WALL RW CL RW I(BY SEPARATE PLANS) (FUTURE) TRACT ' LANOSCA 45' RIGHT-OF-WAY 45' RIGHT-OF-WAY 7253 OT 20' 20' 110' WIDE IRRIGATION MAIN 8' LANDSCA ED AREA EASEMENT BY SEPARATEFL w I 1-wINSTRUMENT i i 11 34' 2 2 6" TYPE "B" CURB & GUTTER d 8't 8't a 1GRADE 0 2:1 w w W 5.5 WfDE SIDEWALK / x x WISHED PA4D -�i 2' 2% TYP w w MAX *1.5 30" COVER MIN I / GRADE LINE PROPOSED 18" IRRIGATIONJ COMPACT UNDER CURB, GUTTER • SEE C.O.B. STD. DWG. AND SIDEWALK (TYP.) 6" MIN. MAIN SEPARATE TO 90% MAX. DENSITY. ST -11 FOR SLOPE PLANS)) 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) TYPICALCHEVALIERROAD SECTION ee. NOT TO SCALE RW CL 30' 30' 10' j-- 20' 20'- 2' 0'- 2' TYP. 2' TYP. (SEE PLAN VIEW FOR STRUCTURAL SECTION) 60' RIGHT-OF-WAY TYPICAL A STREET sEQ-noN N NOT TO SCALE 99 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. FF mil W, r o m LJZ mUZ ¢ U K Y 6 p CD O w Q Z Z O of 0 H o� d W LL J 0 �z Q GO N �a (n Q- Ld W _jQ W Ocl) W z� �w Zo �Q T_ W :5Q r o m LJZ mUZ ¢ U K Y 6 p CD O w SHEET 1.1-7253 COB RECORDS NO. 2 OF 10 SHTS. Q Z Z O H O d W LL J 0 H Q GO N U (n Q- Ld W _jQ W Ocl) W z� �w Zo �Q T_ W :5Q W= Z �m W (n W 0 W O <� o WZ Q wr r- W a v Of) Ww U 01 WZ Q W W CD Q (n ED O F- U SHEET 1.1-7253 COB RECORDS NO. 2 OF 10 SHTS. Z O H d W 0 H GO H (n LLJw o w D_ S W (n SHEET 1.1-7253 COB RECORDS NO. 2 OF 10 SHTS. EXIBTNG IRRIGATION MAIN) (SEE IRRIGATION DITCH PLANS / FOR EXTENSION) NOTE "A": SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING (41 L.F.±) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT LIMITS OF REMOVAL WITH CITY ENGINEER. NOTE "B" LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFlELD TO BE DEDICATED ON FINAL MAP. NOTE "C" 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. NOTE "D": PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) NOTE "E": RELOCATE EXISTING POWER POLE i SEE NOTE "C" CONSTRUCTION NOTES FL FLOWUNE STATION RADIUS LENGTH DELTA 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STM. DWG, ST -1. CL CENTER LINE �� 2 M CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWO. ST -3. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. I i zo a E0 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. RT . 53.43' LC I R P T LS N H T + INSTALL STREET NAME SIGN PER CITY STANDARDS. w Q I!I NS UCT TYPE -' ME IA CUB ER C.O B. T0. D ST- o m o m Q m w 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Ww 5 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND N i5 y U SHALL BE DETERMINED BY CITY OF BAKERSFlELD ENGINEER. U EXISTING UTILITY POLE OF ... . ... ... ... ... E] CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER m SEWER MANHOLE - _-------_... ) o� �< C.O.B. STD. T-34. 0 SEWER CLEANOUT EXISDNC FLOWPNE PRORIE. II �I10ES7BN SOMME ❑7 INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ® STORM DRAIN MANHOLE iOz ............ E81 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ---- <6m RIGHT-OF-WAY a Q ff TR NSI 10 FROM EXIS NG MEDIA CU B HEIGHT AND WIDTH TO 10" ND 9", RESPECTI Y. - S- SEWER 10 REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT STORM DRAIN W N AND WIDTH WHERE INTERSECTS. v -TSI- TRAFFIC SIGNAL INTERCONNECT "A" TABLE ALL PLAN VIEW STATIONING IS BASED ON CE TER NE DAA NLE S TH RW1SE 0 PHASE 1 -'�--�- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. EO EXISTING FIBER OPTICS ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. GHE EXISTING OVERHEAD ELECTRICAL TO FINISHED GRADE PER CITY STANDARDS. - FIl. - - EX W - EX W - - -- EX W - - C14 MEDIAN MEDIAN CUR�EXIISSTING S__ S _ S-_._ S_ .$ S 9 _ 12+09.62 4 -_ .- +5 BGN CURB 12 2.00 ,� 12+82. 00 -� 1 5 E14D ®® _--------------- -®®®- 10+77.94 7.2'± RT__ - - 10/®'�- EXISTING MEDIAPl, 11 N8932'1TW s"� 12 10 " .3 7.3'1 ® �_--- 73+52. -k7' . PROPOSED E.PEXISTING MEDIAN GNDtN:lfEEA" EXISTING E.P. 3'± RT 9 4 _-- -- 7_31 EXISTING RIGHT -OF WAY----- -- - EXISTING CURB, GUTTER & SIDEWALK 1 FUTURE -�_ SEE NOTE "E" EXIBTNG IRRIGATION MAIN) (SEE IRRIGATION DITCH PLANS / FOR EXTENSION) NOTE "A": SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING (41 L.F.±) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT LIMITS OF REMOVAL WITH CITY ENGINEER. NOTE "B" LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFlELD TO BE DEDICATED ON FINAL MAP. NOTE "C" 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. NOTE "D": PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) NOTE "E": RELOCATE EXISTING POWER POLE i SEE NOTE "C" .II z m OFFSET CURVE RADIUS LENGTH DELTA TANGENT C1 I I' I II I �� 2 3 0' 47 ' '34" 344' I r I a I i zo a 1 1.8 ' 0 N w 3 52.50' RT . 53.43' m 11+11.73 Y 1 z w jz 'o I!I ¢� c+'_' o m o m Q m w fL Ei CL_ Ww Q z O N i5 y U Y U F OF ... . ... ... ... ... ----- `.:.G.: : ( 6.26k)_ O m �m w - _-------_... ) o� �< 0 �:A . J 346 EXISDNC FLOWPNE PRORIE. II �I10ES7BN SOMME _0.809, -�' FUTURE FLOWLINE PROFILE. II ... :... :....................... I,I.......... iOz ............ w am <6m a OW m Km +Z m a W W N v SEE TAPER "A" TABLE PHASE 1 60' ' 10' 20' 20' 10' HEATHER MEADOWS w DRIVE (SEE SHEET 5) M TAFT HIGHWAY CONSTRUCT MIN. 0.45' A.C. PAVING OVER MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. COMPACTED TO 95% MAX. DENSITY T1=9.0 R=35 47.23' 47.57' ONI� CURVE 1 ON EXISTING IRRIGATION DITCH TO REMAIN 0 TAPER CURVE TABLE OFFSET CURVE RADIUS LENGTH DELTA TANGENT C1 30.00' 47.23' 9011'56° 39.10' 2 3 0' 47 ' '34" 344' C3 .00 q-,95,- 176' 7'2 " 1 1.8 ' 0 TAPER "A" TABLE STATION OFFSET 10+36.73 45.0'± 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 0 N w 10+96.73 52.50' RT 11+04.23 53.43' RT 11+11.73 54.38' RT 11+19.23 54.84' IT 11+26.73 55.00' RT QRB Z Z Q INSTALL NEW 1 POST SIGN. Q INSTALL NEW 2 POST SIGN. J a J CL W QQ^�O z m r' 6 m RT ?�z 3 = 0 0 N w 0o C9 (n J Z w RB = p U) E)T Q Q U) H N �ZvZ w CL_ Q (� a _N HORIZONTAL: 1"=40' VERTICAL: 1"=2' 344 ........................................ :........... :........................... :...: ..:....................344 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE EXISTING A REMOVE EXISTING CHANNELIZERS I REMOVE EXISTING R OBJECT MARKER ❑-2 EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. 6 INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. m m r' 6 m M m K m "� + + a M hZ W M)p N N a' F. ..m N.w +. ................................... N 348:...:...:...:...:...:...:...:...:...:...:...:...................:...:...:...M...:...:...:...:...:...:...:...:....348 EX1517N GROUND PROFILE 0 FLO /NE ...E'' .. ... . ... ... ... ... ----- `.:.G.: : ( 6.26k)_ _ - _-------_... ) 346:. _o.�T17 `-- .-0.207. �:A . J 346 EXISDNC FLOWPNE PRORIE. II �I10ES7BN SOMME _0.809, -�' FUTURE FLOWLINE PROFILE. II ... :... :....................... I,I.......... .......... ............ . I. 344 ........................................ :........... :........................... :...: ..:....................344 10+00 11+00 12+00 13+00 14+00 SOUTH FLOWLINE PROFILE EXISTING A REMOVE EXISTING CHANNELIZERS I REMOVE EXISTING R OBJECT MARKER SNS -METRO INSTALL CHANNELI ERS, TYP.- HEATHER MEADOWS DRIVE (SEE SHEET 5) ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 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 BAKERSFlELD 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. 8. 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 PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE 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 A20D. NUMBER IN � INDICATES 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 L INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. --,PC 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. NO. C 053952 E.P. L�(twp �EXISTNG D /-EXISTING 21 14 15 16 17 �� 18 �EXISTNG 21 SIGN LEGEND ❑-2 EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. SNS -METRO INSTALL CHANNELI ERS, TYP.- HEATHER MEADOWS DRIVE (SEE SHEET 5) ROADSIDE SIGN & PAVEMENT DELINEATION NOTES 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 BAKERSFlELD 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. 8. 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 PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE 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 A20D. NUMBER IN � INDICATES 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 L INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. --,PC 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. NO. C 053952 E.P. L�(twp �EXISTNG D /-EXISTING 21 14 15 16 17 �� 18 �EXISTNG 21 SIGN LEGEND EXISTING SIGN TO REMAIN. Q INSTALL NEW 1 POST SIGN. INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. 0 RELOCATE EXISTING SIGN. y REMOVE EXISTING SIGN ll (SALVAGE TO CONTRACTOR). SIGN LOCATION OM1 -3 - YELLOW DIAMOND OBJECT MARKER OM2 -1V N 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. in ' REVISION ,APPROVED BY: GR CK R.C.E. 53592 DATE REMSION APPROVED BY: Di fuVl IVIS/I R DANIEL PADILLA R.C.E. 67008 D� FLOWLINE R 7 79 BY 432.7' TRANSITION 21 STOP STOP 41-3 FUTURE FLOWI_INE PROPOSED EDGE OF PAVEMENT (SHOULDER) o n � ` ----_----- - (SEE SHEET 10) "-\ _ - FUTURE FLOWLINE S --------------F---- ------------------------------� s' 12 1 3 TYPE OM2-zV n -�� �= --- OBJECTS PER CALTRANS (I NOTE: IF EXISTING STREET NAME SIGN \,\ i I ❑ STD PLAN A73 i IS NOT "METRO" SIZE, THEN NEW \ F "METRO" SIGN SHALL BE INSTALLED. 4 38 EXISTING R/W STRIPING AND SIGNAGE PLAN CHEVALIER SI ROAD NAGE (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) STRIPING AND SIGNAGE PLAN SEE SHEET 4) TAFT HIGHWAY PAVEMENT TRANSITION PLAN (SEE SHEET 10) 50-B HORIZONTAL: 1"=40' No. m M. co Z V O z Go o w w � Q Z O w a N 0 cn o z z Z Q w¢ w n �- Y L_ OW O z< (n LLJ YQ H �_ W= z ;CD 2 C) 1 d w D D �a QN J _ W I- w - U� � W W a LU E- a In m w O } H U Z O I- 0 EdI-- I-- - H (n H LLJU LLJ W o w a_ n SHEET 3R m 10 sHTs. CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. DI INSTALL TYPE OMI -3 END -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. M CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. © INSTALL TYPE OM2 -2V ENG -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. EM CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER INSTALL TYPE W5-1 WARNING SIGN PER MUTCD STANDARD, CURRENT EDITION. WHEELCHAIR RAMP DETAILS ON SHEET 2. RI CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ® CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. $TD. T-34. �7 INSTALL (2) 4" SON 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ❑8 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 ❑9 TRANSITION FROM EXISTING MEDIAN CURB HEIGHT AND WIDTH TO 10" AND 9", RESPECTIVELY. 10 REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT AND WIDTH WHERE INTERSECTS. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWUNE 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 CIN STANDARDS. PITCHER VIEW COURT (SEE SHEET 8) 47 1 1111 do,! ` 1 1 1 1 FL FLOW -NE STATION w OIL CENTER UNE ON CURVE 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. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O W `2 EXISTING UTILITY POLE In Q SEWER MANHOLE _ 'S)' SEWER CLEANOUT � > STORM DRAIN MANHOLE N ® --- RIGHT-OF-WAY N1 "STOP AHEAD" SEWER N 60 STORM DRAIN O —TSI— TRAFFIC SIGNAL INTERCONNECT LL1 W -' --' EXISTING EDGE OF PAVEMENT M Fc, EXISTING FIBER OPTICS I . . I . . . + -- LH.. EXISTING OVERHEAD ELECTRICAL 12 10' WIDE IRRIGATION MAIN ENT BY SEPARATE INSTRUMENT JAMES VALLEY COURT (SEE SHEET 7) e 13 a 21 Lu a+w tet ¢N O_ d - LIBERTY RIDGE COURT (SEE SHEET 6) CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 957 MAX. DENSITY 1I=6.0 R=35 M Z 346 :...:...:...:+ :.. :...:...:...:...:. m EY/51716 GROUND PD0fV[` 0 0EN7,%11VE� 's i 22 - 5:_ `EXISTING R/W 47.23' w CURVE RADIUS ON CURVE �' TANGENT X47.02' ON CURVE �H2 47.23' Uro 30.10' U� 30.00' U� Jx 1 29.90' O W `2 Y In 0021'29" 4.69' _ ... _..... �6..._ > Q CD � 1- M N M LuLu N1 "STOP AHEAD" M UJ N 60 (SEE SHEET 3) O N CL LL1 W m PAVEMENT TRANSITION PLAN M . ,erp. .I... I . . I . . I . . . + (SEE SHEET 10)0 + m M Z 346 :...:...:...:+ :.. :...:...:...:...:. m EY/51716 GROUND PD0fV[` 0 0EN7,%11VE� 's i 22 - 5:_ `EXISTING R/W FUTURE COMMERCIAL SITE Z CURVE TABLE w CURVE RADIUS LENGTH DELTA TANGENT C7 30.00' 47.23' 90'11'56" 30.10' C2 30.00' 47.02' 89'48'04" 1 29.90' C3 1500.00' 9.37' 0021'29" 4.69' FUTURE COMMERCIAL SITE Z Z w N O W Q U Z (n Z 2 (FUTURE)CL W CL O zQ wQ � —� ---- ��- m � m� M q(n 1- .-CCD - � (n wZz M M O 1 (FUTURE) W J0 m Q _ ... _..... �6..._ > Q CD � 5+1§.27 W —Z N U Z LuLu . "STOP AHEAD" ............... . (SEE SHEET 3) w �' N CL LL1 W 7-!�ZEA' HORIZONTAL: 1"=40' VERTICAL: 1"=2' 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 * 1217 m d I' m — I 6 i. Q -� 7 R=2000' 4 of PITCHER VIEW COURT J T��OF w N O W Q U Z (n Z ,z'i z � I- UI J � zQ wQ � - 17 m � m� M � M Qr'i Uwi rN M M O M M d o +c� N < � r < M d....... - JZ 2 STRIPING AND SIGNAGE . "STOP AHEAD" ............... . (SEE SHEET 3) w �' PAVEMENT MARKING z LL1 W m PAVEMENT TRANSITION PLAN w 0 > > w (SEE SHEET 10)0 -1 m m + "' SEX1STMG GROUND PROFILE 0 FLORINS Od 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 * 1217 m d I' m — I 6 i. Q -� 7 R=2000' 4 of PITCHER VIEW COURT J T��OF w N O W Q U Z (n Z N � I- UI J � zQ wQ � - 17 m � N r Y NN rN w z o +c� +z TAFT HIGHWAY r m m w PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) N m -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD R PROPOSED E.P. (REPLACE EX. PAVEMENT) m -------------- EX E.P./PROPOSED SHOULDER— W3-1 (SEE SHEET 3 FOR STRIPING • M 1.- DETAILS—NOTES) STRIPING • ♦ND SIGNAGE • ('. (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) CHEVALIER ROAD PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) .e PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) Innd S'w T��OF OA1 l<OQ N O W Q U Z (n Z zQ wQ � - 17 _ is Y :�j w 0 TAFT HIGHWAY � w LLJz O 2 STRIPING AND SIGNAGE PLAN "STOP AHEAD" w a (SEE SHEET 3) w �' PAVEMENT MARKING z LL1 W m PAVEMENT TRANSITION PLAN w 0 > > w (SEE SHEET 10)0 -1 m m U om om �W a <N W T. M F T. z CO W m w LJ � �0 Q Or 325' .e PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) Innd S'w SHEET 1.1-7253 COB RECORDS No. 4 OF 10 SIFTS. T��OF OA1 l<OQ N O W Q U Z (n Z zQ wQ � Y :�j w 0 TAFT HIGHWAY � w LLJz O 2 STRIPING AND SIGNAGE PLAN Q (SEE SHEET 3) W = z LL1 W m PAVEMENT TRANSITION PLAN w 0 > > w (SEE SHEET 10)0 -1 m U j �W I� <N W —U LLJ r- CO W / LJ W Q Or —� Of I- y a Or (n 9. 27 4' 21 m s II[y iw o r F II m w , Y a `ate O 0 O I� o I ��I C3 � N I I I 1 W LL M m � H 0) m w W 0 U W F- 0 W �Z O W Iz 2 HORIZONTAL: 1"=50' W (n SHEET 1.1-7253 COB RECORDS No. 4 OF 10 SIFTS. CONSMUCnoH NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. SM. DWG. ST -1. © CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER SID. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED SN. PLAN A88A CASE -A- AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® CONSTRUCT 12' WIDE CROSS -GUTTER PER GO.B. STO. DWG. S-35. (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF V) Q CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. N0, D-14 CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. SID. DWG. ST -7, THIS SHEET. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) Q7 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 LT 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. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE e SEWER MANHOLE © SEWER CLEANOUT a STORM DRAIN MANHOLE --- RIGHT-OF-WAY SEWER STORM DRAIN -'�--�-- EXISTING EDGE OF PAVEMENT COURT (SEE SHEET 6)A j, 1 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=35 100' VERTICAL CURVE L., 47.23' FZOAi/N£PRDF/LE N z < o 44 �a M MMit :...........:...:..... It N 30.10' . . . . . . . . . .. . . . . . . .a�. . . . . . . . .- FOO. . . .. 346:.1..:...:...:...:...:...:...:...:...:...:�. -------------------------- '--- ----------.-. 344:,L .:...:...:...:...:...:...........:...: EX/SPIVO CROUND PR6rRLE 9 6f_N7ERL/AfE . .. ............... ......... �. ------ ----- : = --------- HORIZONTAL: 1"=40' VERTICAL: 1"=2' — -�- -.- .. ..... If : ...........................:........... ...344 +0.35%.'O,ES/GN L., 47.23' FZOAi/N£PRDF/LE ON CURVE z TH DELTA 342, ....... ......................... ...... :...........:...:..... ....... 90,11'56" 30.10' ...'342 9+00 10+00 11+00 12+00 13+00 14+00 C3 15+00 16+00 135BS07" 203.05' WEST FLOWLINE PROFILE wQ 10' 9071'56" 35.12' 55.10 0' 22125'35" 100' VERTICAL CURVE W 47.57' _ - ! ON CURVE _ ... �a ____--- ........... ....346 — -�- -.- .. ..... If : ...........................:........... ...344 +0.35%.'O,ES/GN CURVE TABLE FZOAi/N£PRDF/LE CURVET30,00'�7.23' z TH DELTA 342, ....... ......................... ...... :...........:...:..... ....... 90,11'56" 30.10' ...'342 9+00 10+00 11+00 12+00 13+00 14+00 C3 15+00 16+00 135BS07" 203.05' WEST FLOWLINE PROFILE wQ 10' 9071'56" 35.12' 55.10 0' 22125'35" 100' VERTICAL CURVE W 47.57' _ - ! ON CURVE _ �a ____--- _ > >w U OU 0 oe�� <L o > � QN W 2 wW UH (n QU IY w S r F- Q F— (j) m w O U O + it III » O M . . . . . . . . . . . . . . . . . . . I + o .�+. ..-.a.. . . . . . .. . .� ./. . 346 . ...................... EX7S771VG GROUND PRO,7ZE 0 ENITaAfL1 ,_---r- . _ .:. ...:.. : 346 -.-._,- -.. kd*Wt"er okm I mb.. eeloot to e�'a wwwr fyI dgg4.b c>l q'ypoMli. lwn*. 2mmas AWXS' 7. aald metM'efllfA�13}Yia rA U& of Co47m" ate. of kpP NkPf9q d'feer" "s "ft kamie w 'molded" almot'r &I gipraFod ems, Z A W ornt MW Pamit "Nd ky Mo aly of adwsrmw Ad* Ybin 4wwmw mnsi aa<r.Mpmf m wk ook Mo of), #At-of"ror. Z Roo* aw be ooastmerod Mm to xa9 crams sx6m ald wwadvi M M of malimwa dry y AV 0 A5A7 0 tS57 to P k of 6. 4 6omrofe fA, 186a wwml 4044 nuefami M me of ft, 5&ktw woursk fm tt 3 'mka ad) m w Curve& " todah ire oo*Ws WAM W*V W1 W is Wklilaet #W bre CAY 4r*W S Pinhsr mw bo »rrosM m Me fitocw fort kft aYnx w and sNm and to tet thm f9' 910 a6ev braid .Wft* tafrsa wd Md` be ward ice' t. Atmwt of ooxm" G. Ov o'41a 466 b "#a* AMD*, o0ow gad elan ow a Joe oli A kaMf>moff okra ft*ft If itpod ss*teae d4 "w a rui7ftnnof ofth IA*Ww W* WFkt'a+len na siade d of The anaele srtd kid RaWt #W Me a " wayoumf aHod 2 song ar omalpwtad of boo sw or r. IpaMed Pka+.oMS 28" deep sled bo gtaod of o of gP/aebf Lk & of 1010, malAnxe ;sPs"s�e mw ef os 4baCtad otxy Edrµsw '9 T11 8 A"afm ,Aw or &a** mwv of puasmxP 0* of maxl'af sonbm+as dNf.UMila9rl Stmdpd $orelficatimu B..Stcitdaa ar e»IDfwa4 +Mro M ,mound hr ��'p # moo be .saroet ad pm Ir#e of mnoark os �xtedbf 8m 3 few: Me a p, to seefiottt s*8a i w %" f "a ow amp, -& 0 wM onNia4.6Xdt at mRf's Wrc, mfpid " ski+es w* ak [md76sdNa� Cs Mr cdgc eastky 4 aMflm 9dkYm8l tfld . #.M M** ow 'M of Pom»atai Fn OMotih§ em 0r*ft pimmmt s;6oY & swa# o mkoY of ZD frets Tie F* of m"we aF of dd' Aa~f wo aw mw" to Ire is M Sts d *w BT -ft 12 Na ad- axrnAtttialshaa be PmmtiMd>s skeet a Ift man' moons. tS to, of &isa aypewxA mm he a tirsx of.1.9' bora o*&W kit lm id r4thg affk if m good ra+digaa +aoyke cwt me ra we ram xft to =wwwoa+skoat(aa of no tpe aN" Land r } p m 41 Z m p Z Q U K Y G p W CURVE TABLE z CURVET30,00'�7.23' z TH DELTA TANGENT Ci 3' 90,11'56" 30.10' C2 57' 90'50'34" 30.44' C3 U .00' 135BS07" 203.05' C4 wQ 10' 9071'56" 35.12' 0' 22125'35" 6.94' kd*Wt"er okm I mb.. eeloot to e�'a wwwr fyI dgg4.b c>l q'ypoMli. lwn*. 2mmas AWXS' 7. aald metM'efllfA�13}Yia rA U& of Co47m" ate. of kpP NkPf9q d'feer" "s "ft kamie w 'molded" almot'r &I gipraFod ems, Z A W ornt MW Pamit "Nd ky Mo aly of adwsrmw Ad* Ybin 4wwmw mnsi aa<r.Mpmf m wk ook Mo of), #At-of"ror. Z Roo* aw be ooastmerod Mm to xa9 crams sx6m ald wwadvi M M of malimwa dry y AV 0 A5A7 0 tS57 to P k of 6. 4 6omrofe fA, 186a wwml 4044 nuefami M me of ft, 5&ktw woursk fm tt 3 'mka ad) m w Curve& " todah ire oo*Ws WAM W*V W1 W is Wklilaet #W bre CAY 4r*W S Pinhsr mw bo »rrosM m Me fitocw fort kft aYnx w and sNm and to tet thm f9' 910 a6ev braid .Wft* tafrsa wd Md` be ward ice' t. Atmwt of ooxm" G. Ov o'41a 466 b "#a* AMD*, o0ow gad elan ow a Joe oli A kaMf>moff okra ft*ft If itpod ss*teae d4 "w a rui7ftnnof ofth IA*Ww W* WFkt'a+len na siade d of The anaele srtd kid RaWt #W Me a " wayoumf aHod 2 song ar omalpwtad of boo sw or r. IpaMed Pka+.oMS 28" deep sled bo gtaod of o of gP/aebf Lk & of 1010, malAnxe ;sPs"s�e mw ef os 4baCtad otxy Edrµsw '9 T11 8 A"afm ,Aw or &a** mwv of puasmxP 0* of maxl'af sonbm+as dNf.UMila9rl Stmdpd $orelficatimu B..Stcitdaa ar e»IDfwa4 +Mro M ,mound hr ��'p # moo be .saroet ad pm Ir#e of mnoark os �xtedbf 8m 3 few: Me a p, to seefiottt s*8a i w %" f "a ow amp, -& 0 wM onNia4.6Xdt at mRf's Wrc, mfpid " ski+es w* ak [md76sdNa� Cs Mr cdgc eastky 4 aMflm 9dkYm8l tfld . #.M M** ow 'M of Pom»atai Fn OMotih§ em 0r*ft pimmmt s;6oY & swa# o mkoY of ZD frets Tie F* of m"we aF of dd' Aa~f wo aw mw" to Ire is M Sts d *w BT -ft 12 Na ad- axrnAtttialshaa be PmmtiMd>s skeet a Ift man' moons. tS to, of &isa aypewxA mm he a tirsx of.1.9' bora o*&W kit lm id r4thg affk if m good ra+digaa +aoyke cwt me ra we ram xft to =wwwoa+skoat(aa of no tpe aN" Land r } p m 41 Z m p Z Q U K Y G p W SHEET 1.1-7253 COB RECORDS No. 5 OF 10 SHTS. Q z z O W H- O w J Q u N U (n � z - z Qw wQ W d> U W o w zco� �a �o Ld 1-wa Ljw > >w U OU 0 oe�� <L o > � QN W 2 wW UH (n QU IY w S r F- Q F— (j) m w O U SHEET 1.1-7253 COB RECORDS No. 5 OF 10 SHTS. z O H- u F— U (n W U W H � W O W :I_ - (f) 1n SHEET 1.1-7253 COB RECORDS No. 5 OF 10 SHTS. CONSTRUCTION Ell NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 4 INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. po CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STM. OWG. ST -13. [31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND + INSTALL STREET NAME SIGN PER CIN STANDARDS. 4424'55' PER WHEELCHAIR RAMP DETAILS ON SHEET 2. C4 84.00' 137.42' 0N 31.42' ON� ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG S-35. (CONTRACTOR SHALL O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. USO IIUm d'N'Iw U• COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 959 `0' EXISTING UTILITY POLE 4U ¢ MAX. DENSITY, TO A DEPTH OF 1') 0 SEWER MANHOLE m (V W N ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.D. STD. DWG. NO. D-14 0 SEWER CLEANOUT © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, SHEET 5. O STORM DRAIN MANHOLE UO (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) ---- RIGHT-OF-WAY M mr7 ❑ INSTALL40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30' NSTA LM(2)4" M SEWER MINIMUM). COVESTORM ....... .................... .. STORM DRAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. . 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 EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, _�-_- - ._ : . . ETC. TO FINISHED GRADE PER CITY STANDARDS. ....... . ........o FL= FLOWLINE STATION .... HEATHER MEADOWS DRIVE (SEE SHEET 5) g + I O I L32 3130 29 28 27 26 +r �N`+4`14.5' 145"TYPTYP 10 S S S o S S S i -� 12 MI6 TYP C6 "' 3 S S c - � N89'32'17'W i4 25 s 24 of 23 22 N q _ T ___ ©T� C3 s S S S -0 S 16+41.51 � 9 C2 F -il- 561 TYP 1 ) - V I Ij_ 11 I 3 TYP 3 o v o m to, 0' o rn m 12 13 + 14 15zo' 10' GARETT CANYON 16 — 17 16 19 a w DRIVE m (SEE SHEET 9) LL 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 M �3 120 I -I 21 Li I I 'S A (SEE DETAIL I I I I' 1 i �� CHEVALIER -N- ROAD }u (SEE SHEET 4) HORIZONTAL: I"=40' VERTICAL: 1"=2' 342:... OESION FLOKINE PROFLE : 9f5/CN ELOWL/NE PRa7LE i42 ... .... ............................................................................................................................................................. 10+00 11+00 TI=4.5 R=35 14+00 15+00 16+00 17+00 9oroo'o0' 55.70' ONURVE C2 42.00' 197.06' NORTH FLOWLINE PROFILE C3 35.00' 27.13 4424'55' 14.29' C4 84.00' 137.42' 0N 31.42' ON� 203.05' C5 35.00' U V N USO IIUm d'N'Iw U• n d'O �w VTF Vr Nm 4U ¢ a 2 m (V W N m N w N O d �[OM UO M mr7 N N M itJM r ....... .................... .. �.r . In 346 �2+ _�-_- - ._ : . . C;077NC CROUNO PROFILE ® CENTCRNNE•�. . ....... . ........o .. .... .......... .................. ... ...a.... .... ...346 .m 344 ............ .� ...: .... . ..... .... _ -- 1. -:344 +0.259 +0219., .DESY(,W ...... 01207 0 579 . . . . . . . . 342 ..... ........... .. .OE96W fZORAT Ai'Of7LE RA FIL N ..}1.2 .... .... ...... ........... 342 344 - -- -_._--- --- --- ----- - - ------ ----- -T -- ..: :... _-• . - - -- . ... ... _ 344 342:... OESION FLOKINE PROFLE : 9f5/CN ELOWL/NE PRa7LE i42 ... .... ............................................................................................................................................................. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 9oroo'o0' 20.00' C2 42.00' 197.06' NORTH FLOWLINE PROFILE C3 35.00' 27.13 4424'55' 14.29' C4 84.00' 137.42' 0N 31.42' ON� 203.05' C5 35.00' U p /OENJCAL PONT 35.12' USO IIUm d'N'Iw U• X. wC' UPJ UV d'O �w VTF Vr 6.94' Hum Q< Nz d cV NO m (V W N m N w N O d ,p +O < M N N 346 .. ....... .................... .. �.r . _ ___._ _�-_- - ._ : . . C;077NC CROUNO PROFILE ® CENTCRNNE•�. . . --_ ___ _____ ___ _ __ _-_ _- ------ 344 ............ ...... . :. ....: ... ...: .... . ..... .... _ -- 1. -:344 +0.259 +0219., .DESY(,W ...... 01207 0 579 f70MilNE PROflLE . 342 ..... ........... .. .OE96W fZORAT Ai'Of7LE ..}1.2 .... .... ...... ........... 342 ............ I........ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT Cl 20,DV 31.42' 9oroo'o0' 20.00' C2 42.00' 197.06' 266'49'50" -- C3 35.00' 27.13 4424'55' 14.29' C4 84.00' 198.00' 135°03'07" 203.05' C5 35.00' 55.10' 9071'56" 35.12' C6 35.00' 13.70' 2225'35° 6.94' —s\ NOTE "A": PROPOSED 3' NIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIEiD NOTE "B"; INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN Land 5®rvemig z 0 W n PEDESTRIAN ACCESS AREA DETAIL N SCALE: 1'=6 FL DW BW FL Q 5' 18' 6. Z R/W R/W 0 ( PROPOSEDPEDESTRIAN ( Ll - ACCESS EASEMENT 7 J LY s to 5' CHEVALIER Q RIDGEROAD U cn N COURT s% 2% o z z 2% MAX Mnx z Q MAX W Q LLA (l S WO Wcn O PEDESTRIAN ACCESS SECTION a ~w Lj N N.T.S. W d � > Q CL O 0 �r �Ln a-, QN J—W W f-- W m U~ cn WJ U0_ W W Of Y Q cf) DO L� O r U Z O H Op ,OFES3 . W O- a`vQ0 0 ac, U 0 2 (n W 39 F � � AP �� W i- `ysP � W OF C.ALT40P O W d (n SHEET 1.1-72536 OF i o SHTS. COB RECORDS No. CONSTRUCTION NOTES 0 a ... .:...:...:...:. .:...:...:.. .. ............... . ...... ....... ... ... .. .....- ................. ..........:...:...:...:...:.. ...... ........ ........ ...:...:...:...:. 3142' ON� CURVE TABLE —� . 340 9+ 0 ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. SID. DWG ST -1. -CO- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER, L� 18+00 19+00 J Q O_ M CONSTRUCT 4.5' WIDE COMBINATION TME SIDEWALK PER STD. DWG. ST -3. Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. CURVE RADIUS LENGTH DELTA I TANGENT L E3] CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN ARBA CASE -A- AND + INSTAU STREET NAME SIGN PER CITY STANDARDS. Cl 20.00' 39.42' 90'00'00" 20.00' W W >J J PER WHEELCHAIR RAMP DETAILS ON SHEET 2. NmU R Z C2 42.00' 197.06' 268'49'50 m (V W ® CONSTRUCT WIDER (CONTRACTOR SHALL GUTTER PER C.O.B. STD. DWG. 51' O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C3 35.00' 27.13' 4424'55" _42_87' 14.29' W tD AREA CROS EI COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% `(z EXISTING POLE p N r.() Li Dpi +M N Palmetto MAX. DENSITY, TO A DEPTH OF 9') �s SEWER MANHOLE MANHOLE M1+ NJ NI,M © CONSTRUCT TYPE 'A' CATCH BASIN PER 0,0,13. STD. DWG. NO. D-14 G SEWER CLEANOUT yyi�np ��npmppAAMMpp(� Eu RlL4i�xp ... .........�... o............... ...... .................. ......................... ........................................... .. m ......... EIL CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG ST -7, SHEET 5. 0 STORM DRAIN MANHOLE &V15 -17N6 GROUND PROF/LE ®EEN7ERLlNE � � � �- � � � land S�i„` (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT-OF-WAY .. . -. --: =-- -- -=- --- -- ---- ---, . `..- .--------`------- .. --.-, , ----,----..---- - - ---- u4 ❑ INSTALL NSTA LM(2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30"COVE ----=--. 344 SEWER STORM DRAIN ALL PLAN MEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. –`'`- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UFUTY POLES - COORDINATE OATH UTWTY OWNER. p) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, p ETC. TO FINISHED GRADE PER CITY STANDARDS. Q FL= FLOWLINE STATION W Z H C) J Q V r O - CO r ILL N Q � cep O_ CO W ^ro^ O Q O N d `H DO P 1 JAMEt'03 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 4) -N- i HORIZONTAL: 1"=40' VERTICAL: 1"=2' 342./ ......... . . OE9YGW a oN2LNE PROFLLE . ................................ .. ...... ......... +0:20% . : : : : : : +. +0.25 : : : .%. : . . . . . . . 42 0.25% . 'VF36W FLONLLNE PROF&F 3 . 340........:. 0 a ... .:...:...:...:. .:...:...:.. .. ............... . ...... ....... ... ... .. .....- ................. ..........:...:...:...:...:.. ...... ........ ........ ...:...:...:...:. 3142' ON� O 31 42' ! ON CURVE . 340 9+ 0 v a 12+00 13+00 14+00 15+00 16+00 17+00 L� 18+00 19+00 J Q O_ NORTH FLOWLINE PROFILE U o z Zi z Q �w m C7 Vo w 0 00 L 0 tom Urn It WO Y Q F— I w0- Z W W >J J Of NmU R Z I1ONCRV0NCUF _ 2 N OJ m (V W N m N W N SV d Cy N N rn w M1 M MW +MCV W tD p p Y i(] p N r.() Li Dpi +M N p+M W M1+ NJ NI,M m..... ... .........�... o............... ...... .................. ......................... ........................................... .. m ......... J &V15 -17N6 GROUND PROF/LE ®EEN7ERLlNE � � � �- � � � 344 ... -:-- .. . -. --: =-- -- -=- --- -- ---- ---, . `..- .--------`------- .. --.-, , ----,----..---- - - ---- -- ------------ - = � ----=--. 344 342./ ......... . . OE9YGW a oN2LNE PROFLLE . ................................ .. ...... ......... +0:20% . : : : : : : +. +0.25 : : : .%. : . . . . . . . 42 0.25% . 'VF36W FLONLLNE PROF&F 3 . 340........:. � ... .:...:...:...:. .:...:...:.. .. ............... . ...... ....... ... ... .. .....- ................. ..........:...:...:...:...:.. ...... ........ ........ ...:...:...:...:. .:. .:...:...:...:... O . 340 9+ 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 L� 18+00 19+00 J Q O_ NORTH FLOWLINE PROFILE U o z z z Q 12 EN111'AL POLNT vd w 3.42' 342'� L F LOENAGAL PON WO Y Q F— I w0- Z W W >J J Of u �> I1ONCRV0NCUF _ Of "En) a w QN Iia 4N12Dpi UOQ 11 IIU aN9I 2dCO' w� KWc N w ELL 11U PH "52 I[]1l U TI m_ W 342:... ...:. ...: ...... ...:.. ... . .:...: -.. .............. ..:. +o.2s.%.: - 342 o:zs . DES16W R0WINE:PROF/LE. -12 /2�% . OE9GN FLONELNE PROELLE . 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 O � Z O O H O d W L� J Q O_ U o z z z Q SHEET 1.1-7253 COB RECORDS NO, 1 7 OF 10 SHTS. Q Z z O H O d W L� J Q O_ U o z z z Q Lu Y w :E O=w L F U U WO Y Q F— � y - w0- Z W W >J J Of u �> _ Of "En) w QN W -- Q v� � w -D w Q w ELL a (n m Li U SHEET 1.1-7253 COB RECORDS NO, 1 7 OF 10 SHTS. Z O H d W O_ U w p U LLJI— � W O w _ d 0- (n SHEET 1.1-7253 COB RECORDS NO, 1 7 OF 10 SHTS. CONSTRUCTION ❑1 NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. -0- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STM. DWG. ST -3. S CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. TWO. ST -13. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE 'A" AND + INSTALL STREET NAME SIGN PER CITY STANDARDS. 42.87' 14.29' PER WHEELCHAIR RAMP DETAILS ON SHEET 2. a VERTICAL CURVE �� 89'48'04" a CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. = COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER SIDE TO 95% `a' EXISTING UTILITY POLE 0- mon MAX. DENSITY, TO A DEPTH OF 1') 0 SEWER MANHOLE w [5]5 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. DWG. ST -7, SHEET & 0) STORM DRAIN MANHOLE m m Nj w ®� (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT -DF -WAY w ^M INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" TIM SEWER <"7M �p COVER MINIMUM). 16 N O+M 06 r M M M N STORM DRAIN N M ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. M M y M M N re`fj N --`---"-- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. + CJV RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ....................... EXPSAIVC GROUND PROFILE ®-CEN7ERL11VE, ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, .�+ n dan ETC. TO FINISHED GRADE PER CITY STANDARDS. FL= FLOWLINE STATION 36 35 34 o � 0 I 33 0 32 31 M N }3 3 o a 14.5' 1415'" 0 p1 r -_-r- GARETT CANYON DRIVE (SEE SHEET 9) 11 II IR AI I - , S S 11 S S O N S12 S S 73 S S — © 10+00.00 -•`D ��i..,_._..�.-e^' F.�.�,_ sem.---a..�:�.,L.--a;.,- C3 �� TYP 13+80. 5 plAiE A" _ r'1 a5 1 2 SUMP 7/ i 37 S!38 L 39 n 40 N II � RADIUS I LENGTH o ITANGENT l. 20.00' 'Chi POEWBPW s4,A&L 0*fto pW E' �tJt6wAc� �g Prprerr Fok TUC PAWA-79 lW40rri-m %.&rtA 5 5 4 fll 3 2 s N89'32'17"W F ' E61 TYP- S O 17 S S O —r11 2 114.5' 14.5_ r TYP TYP 3 3 o c O � � 41 42 � 43 44 _' 45 46 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 4� 34' z 20, 20' EXISTING R W O TYR Ib C4 <, ii 18 I� Gsj 45' 11 ;4534 1 II 47 II 1111 1 EXISTING R/W1 CHEVALIER ROAD m (SEE SHEET 4) m SEE NotE "1k" 47.02' ON /I 1. 1-.. ..:344 NXAZ CURVE RADIUS I LENGTH DELTA ITANGENT l. 20.00' 50' o V C2 C3 42.00' 35.00' 197.06' 2213' 31 42' WRj1 42.87' 14.29' 31 42' 1 a VERTICAL CURVE �� 89'48'04" a CS 30.00' 47.23' ON = ONE CURVE m ~ 9in 0- mon N mmo I w m m W N� a nj m MW N i(]MN m m Nj w ®� cJ m w �,1 m c; Q Nay w ^M +N TIM wM <"7M �p +M 16 N O+M 06 r M M M N N M N M M M y M M N re`fj N O + O zo + CJV .m..6^0 ....................... EXPSAIVC GROUND PROFILE ®-CEN7ERL11VE, .M .�+ n dan EX16TINC aWbAV PROFILE 0 CENIERUNE� 344---- =..--------------------------------- ------------------------------------ .. ........... .. ........ ... ...... ...... .......... ......... 1 4� 34' z 20, 20' EXISTING R W O TYR Ib C4 <, ii 18 I� Gsj 45' 11 ;4534 1 II 47 II 1111 1 EXISTING R/W1 CHEVALIER ROAD m (SEE SHEET 4) m SEE NotE "1k" 47.02' ON /I 1. 1-.. ..:344 NXAZ CURVE RADIUS I LENGTH DELTA ITANGENT l. 20.00' POINT o 20.00' C2 C3 42.00' 35.00' 197.06' 2213' VERTICAL CURVE 42.87' 14.29' C4 a 47.02' 89'48'04" 29.90' CS 30.00' 47.23' vi = m m ~ 9in 0- mon > I of > N� t0 d' MW N i(]MN ®MV V ®� [�O YJ pwp N ^M +N TIM wM <"7M �p +M 16 N O+M .w. .+'-o.................y..2'a.+0 O zo EXPSAIVC GROUND PROFILE ®-CEN7ERL11VE, rn 47 23' ON CURVE v a l N M M m HE A 344 CURVE TABLE CURVE RADIUS I LENGTH DELTA ITANGENT Ci 20.00' 31.42' 90'00'00" 20.00' C2 C3 42.00' 35.00' 197.06' 2213' 268'49'50" 44'24'55" 42.87' 14.29' C4 30.00' 47.02' 89'48'04" 29.90' CS 30.00' 47.23' 9011'56' 30.10' -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' I . I -I G.JJ COB RECORDS No. I i M RW Q Z O L� J Q N U (n o z z z W Q Y W E- O W =w o z0 (n >_ W U YQ W= z j CONSTRDCTION NOTES ❑i CONSTRUCT 6" CURB & GUTTER PER C.0.8. STD. DWG. ST -1. -CO- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. CURVE O TABLE Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG ST -13. CURVE RADIUS LENGTH _ DELTA TANGENT (n Z © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND + INSTALL STREET NAME SIGN PER CITY STANDARDS, W C1 20.00' 31.42' 90°00'00 20.00' O Z� W PER WHEELCHAIR RAMP DETAILS ON SHEET 2. H :5iO W= wd Z D wr >z U 00 Q 0U W S QN W ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE._ O WQ U Q 0_ W COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF V EITHER S1DE TO 95% � CO EXISTING UTILITY POLE m Palmetto MAX. DENSITY. TO A DEPTH OF V) (D SEWER MANHOLE H © CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 (cJ SEWER CLEANOUT Engineenni IN © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST 7, SHEET 5. 0 STORM DRAIN MANHOLE Land 5urslevin� (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) ---- RIGHT-OF-WAY ❑] INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" SEWER COVER MINIMUM). STORM DRAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PRORLE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. -u--�- EXISTING EDGE OF PAVEMENT RELOCATE ALL UTILITY POLES -COORDINATE WITH UTILITY OWNER. M Cn ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, O ETC. TO FINISHED GRADE PER CITY STANDARDS. Q R= FLOWLINE STATION w Z pO o N w C 6 J w O Q � O CD Of 7 O � n w I I =wd o LL o < p N Q to01 p w ^^ p Y �D co 00 m mw m O U CL O O W O O J O 01 6 N r n PITCHER VIEW o JAMES VALLEY a_ LIBERTY RIDGE o COURT a COURT COURT10 m (SEE SHEET 8) �ZZ (SEE SHEET 7) + (SEE SHEET 6) r Q o 31 30 19 w 15 60' ( I 30 m �39 w. 60' 60' {q; (n ¢¢10'to' 20' 20' 70' 20' 20' 10' m m Yo 0 ID1 1 20' 20` x s P w m m 0. 3 TYP __ — TYP= — ___ U N - v1 2 - .../ _ J S 2 o C1 Cl C7 40 29 o i 5 1 I S I I I I 1 -- s s s s e s u -- --s s ---I _ "s s �.'.' .. --- ....-�.-.-.x=%=c�-.-�.��-�.=�.�,- - i2+69.00 N00'27'43"E h4� 15 15+38.00 r 10+00.00 t 5 1 T 1- t m Cl o Ci 41 o TEMPORARY FLOWAGE &j 04 r ❑ J 28 3 TYP- o E DRAINAGE EASEMENT TO THE c CITY OF BAKERSFIELD PER W a 60 60In DOC. N0. -___-____ O.R. V)' Z 10 20' 20' 70' �� 10' 20' 20' 70' ¢o Q 10' O 6 7 18 as CL 16 Ti m CC i HORIZONTAL: 1"=40' 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 11=4.5 R=35 X31 42' ON CURVE EXIS/7NG 6ROUN0 PROF/LE ® CENTER[/NE� N zo 344 ,J Tr __ --- --a ON CURVE —7j7 -0R CU --- —_ -- — .N w m o .. .. M M. 31.42' ON CURVE u. �+ 344 342... _®tfY6�WV .. o�io% 0 20� +.0 20% ... ................. .. 342 -051%+1.2"Ir. . 0.20% 31 51 +0 64% 342 02 LOES/GN'ROMi/NE PRORLE . . . ROME1AWT V 9LE� . . . PI -341 64 . P9-341.89. . . . 1 12+49.00 112f 89.00 +0.267 CROSS -GUTTER . 340, ...:...:...........:...:...:...: ..:...:...:...:...:... .......... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE 344. 31.42' ON CURVE <P m EX/SONG GROUND PROF/LE� ON3, 1CUO.CENTERZINE42RVE M.42 JON CURVE Xj�_... ....-. . .---- n+ _- CROSS _GUTTER__ l<... .........344 342342 a si%. .... ...t y� !. a1o7_ +o zo7 .. .. . . +.o.zo% 342 -0.20% 44 341.51 +0.64% 342.02 LOE3YGN FLOWINE PR07LE X -967V. lowi'vE PROFJL€ �i� PI -347.64. LPI�341�.89. 340:.. ...... ..... :...:.......:...:.. :...:. .....:.`..:.G :... o.:...:... .......:...:...:.......:...:...:.. ........:340 _ 12+49 00 12+89 0 `+0.26% CROSS UTTER 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE SHEET 1 1 -! LJJ COB RECORDS No. 9 of 10 SIFTS. Q Z Z O O ILL J Q N U (n Z Z Q Z V)Q L �W W Y �� O=wcn Bsp.t� /ip O Z� W �Q H :5iO W= wd Z D wr >z U 00 Q 0U W S QN W W �� __j O WQ U Q 0_ W Q � CO m O H U SHEET 1 1 -! LJJ COB RECORDS No. 9 of 10 SIFTS. Z O LLJ C5 B t W U Bsp.t� /ip W O W OF CAL1y0Q' W S cn SHEET 1 1 -! LJJ COB RECORDS No. 9 of 10 SIFTS. PAVEMENT PLAN NOTES (THIS SHEET ONLY) Qi EXISTING EDGE OF PAVEMENT ( PROPOSED SAWCUT LINE Q3 LIMITS OF AC REMOVAL AND DISPOSAL ® PROPOSED EDGE OF PAVEMENT (SHOULDER) Q5 EXISTING PAVEMENT TO REMAIN AS PROPOSED SHOULDER AREA. © EXISTING POWER POLE TO BE RELOCATED/REMOVED ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. EXISTING EDGE OF PAVEMENT —FO— EXISTING FIBER OPTICS OHE EXISTING OVERHEAD ELECTRICAL } M Q o W W -.-- --- 12+52.00 3 o— o TTM 4 �w oa o� oc �_ �.O pNOfOm 6 t s4�,-6� n + r•4M.-4M y YI y N `EXISTING IRRIGATION DITCH TO REMAI---------------------- _-- a[ZN9 �'_m NNy p ,0p +mrp] �0M �WM HEATHER MEADOWS DRIVE m U FUTURE FUTURE RW CL RW 45' 45'T�--1 w 30 20' � 3: 20• VA8'RIES-i6'--� w w w 1,5=9 1.51 GRADE LINE 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 1I=6.0 R=35 90' RIGHT—OF—WAY (COLLECTOR) CHEVALIER ROADSECTION ry NOT TO SCALE tib%-�w•^ �.9��f' Q LAPPROVEDBY'. v=E6�7 dExp.l�gy & 6 �60 -----__-----c---_ --- -- __-___ 115 1 117„W 1 17 CENTERLINE OF TAFT HIGHWAY 18 1 119 - 20+OO.0 �1 PROPOSED SHOULDER TRANSITION FUTURE FLOWUNE BY OTHERS 6 Y Y Y Y a� �. Y Y zt� ._ _ -IT ---_ _ 0.207 h PAVEMENT TRANSITION PLAN TAFT HIGHWAY E. a m 4 —L `EASTING IRRIGATION DITCH TQ REMAIN1 � - 0.20% FUTURE FLONLINE (BY OTHERS) EXISTING IRRIGATION VALVE AND PIPE TO REMAIN, TYP. 23 1< -N- HORIZONTAL: 1"=,30' Of -=-,-=7777= �. FUTURE FLOWCD y IJNE (BY1LFiERS) J DO --i TERLINE OF CHEVALIER ROAD / v a w 16 � g 17 �— N00 39 39 E 18 _ UW 15+18 27 0� H Cy _. v1 -- .- - W. PAVEMENT TRANSITION PLAN CHEVALIER ROAD PITCHER VIEW COURT 117- - 6 6 ---- --� -- „r----�— -/- -�,,. -� r- -,--ter .. R-30' < L) STOP STOP \ i R=30 i 3 I” r 1 -� O I I o I I 0� CHEVALIER ROAD (SEE BELOW) TAFT HIGHWAY (SEE ABOVE) Iy"I Ir 130.0• it it o RT30,`� II J— — —=k7-�- _ _ 119 N 0 y :?�z3—.a. HORIZONTAL: 1"=30' F GORY/CENTERLINE OF CHEVALIER ROAD ,IT) -- - - - - --- 6 ,'f --- - - -. Lr - PAVEMENT TRANSITION PLAN CHEVALIER ROAD I HORIZONTAL: 1"=30' 14 19'2 1.1-7253 COB RECORDS No. Land Surveying r] Ii M � rn O �- Q w Z H C✓ O o � � n G✓ O w ^^ O Y � 00 � o � m o W M o WM Q Z G_ O LL J Q N U (/) Qz n Q I < : LLJY w0 - OL, ~ z =w U zl0 Ya �cn w= z wz U 1 u �� wTo o �z QN w —W F--- :5 ww cJjC) 01 w> Q w wa NL m W 0 } f- U z 0 w � m U H (n w H U W O w _ SHEET 10R OF 10 SHTS. �w oa o� oc �_ �.O pNOfOm t s4�,-6� n + r•4M.-4M Yn y PAVEMENT TRANSITION PLAN CHEVALIER ROAD PITCHER VIEW COURT 117- - 6 6 ---- --� -- „r----�— -/- -�,,. -� r- -,--ter .. R-30' < L) STOP STOP \ i R=30 i 3 I” r 1 -� O I I o I I 0� CHEVALIER ROAD (SEE BELOW) TAFT HIGHWAY (SEE ABOVE) Iy"I Ir 130.0• it it o RT30,`� II J— — —=k7-�- _ _ 119 N 0 y :?�z3—.a. HORIZONTAL: 1"=30' F GORY/CENTERLINE OF CHEVALIER ROAD ,IT) -- - - - - --- 6 ,'f --- - - -. Lr - PAVEMENT TRANSITION PLAN CHEVALIER ROAD I HORIZONTAL: 1"=30' 14 19'2 1.1-7253 COB RECORDS No. Land Surveying r] Ii M � rn O �- Q w Z H C✓ O o � � n G✓ O w ^^ O Y � 00 � o � m o W M o WM Q Z G_ O LL J Q N U (/) Qz n Q I < : LLJY w0 - OL, ~ z =w U zl0 Ya �cn w= z wz U 1 u �� wTo o �z QN w —W F--- :5 ww cJjC) 01 w> Q w wa NL m W 0 } f- U z 0 w � m U H (n w H U W O w _ SHEET 10R OF 10 SHTS.