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HomeMy WebLinkAbout1.1-7253 Ph 1 Record DrawingPHASES 1 AND 2 BAKERSFIELD, CALIFORNIA REVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE I:11"vilTiTi l: � — :n .LLI_ E%, CITY OF THEODORE D. WRIGHT C 33710 APPROVED BY: TY OF BAKERSFIELD NICOLAS FIDLER C 61069 ELD DATE DATE 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 MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. STREETS PHASE 1 ARTERIAL STREET 922 LF 0.45' A.C./C.95' A.B. (TAFT HWY) 17,692 SF COLLECTOR STREET 751 LF 0.30' A.C./C.50' A.B. (CHEVALIER RD) 27,032 EAST HOSKING LOCAL STREETS 1,392 AVENUE 0.20' A.C./0.40' A.B. 50,677 ! w 3,169 LF 6" THICK DRIVE APPROACH 3,520 SF w D 13725 SF ®4" TYPE "M=l EDIAN CURB 7_ 2 LF N _ �✓"/ I STANDARD STREET NAME SIGNS McKEE ROAD EA METRO STREET NAME SIGNS McKEE ROAD TRAFFIC CONTROL SIGNS 36 EA WHEEL CHAIR RAMPS 31 EA STREET LIGHTS (5800 LUMEN) 4 I STREET LIGHTS (9500 LUMEN) 2 w', WIDE CROSS GUTTERS (12' WIDE) 1 EA = 1,840 z o 4,419 LF AC REMOVAL (TAFT HIGHWAY) 4,518 Q� 0 7,375 SF PROJECT ITE W —TAF T.-__ IGHWAY- � 01 s n i m 0 zl m 0 � I v I 1 ROAD ! 6 w � s V U 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 ARTERIAL STREET 922 LF 0.45' A.C./C.95' A.B. (TAFT HWY) 17,692 SF COLLECTOR STREET 751 LF 0.30' A.C./C.50' A.B. (CHEVALIER RD) 27,032 SF LOCAL STREETS 1,392 LF 0.20' A.C./0.40' A.B. 50,677 SF 6" CURB AND GUTTER 3,169 LF 6" THICK DRIVE APPROACH 3,520 SF TIT IDEWALK D 13725 SF ®4" TYPE "M=l EDIAN CURB 7_ 2 LF SUR ONUMENT ENCASEMENT _ �✓"/ EA STANDARD STREET NAME SIGNS 3 EA METRO STREET NAME SIGNS 3 EA TRAFFIC CONTROL SIGNS 4 EA WHEEL CHAIR RAMPS 4 EA STREET LIGHTS (5800 LUMEN) 4 EA STREET LIGHTS (9500 LUMEN) 2 EA WIDE CROSS GUTTERS (12' WIDE) 1 EA SAWCUT 1,840 LF STRIPING 4,419 LF AC REMOVAL (TAFT HIGHWAY) 4,518 SF AC REMOVAL (CHEVALIER ROAD) 7,375 SF LEGEND CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN PI- POINT OF INTERSECTION EC- END CURVE BC- BEGIN CURVE PIVC- POINT OF INTERSECTION VERTICAL CURVE POVC- POINT ON VERTICAL CURVE BVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE PRC- POINT OF REVERSE CURVATURE PCC- POINT OF COMPOUND CURVATURE POC- POINT ON CURVE GB- GRADE BREAK HP- HIGH POINT BW- BACK OF WALK PHASE 2 TOTAL 0 LF 922 LF 0 SF 17,692SF 575 LF 1,326 LF 28,608 SF 55,640 SF 2,025 LF 3,417 LF 79,146 SF 129,823 SF 4,630 LF 7,799 LF 5,280 SF 8,800 SF 15,287 SF 2610 SF. 0 LF q LF 7 EA A 4 EA 7 EA 2 EA 5 EA 6 EA 10 EA 8 EA 12 EA 5 EA 9 EA 1 EA 3 EA 2 EA 3 EA 387 LF 2,227 LF 1,441 LF 5,860 LF 0 SF 4,518 SF 7,152 SF 14,527 SF QgOFESS, ,�WeEP,.CaflBY C Fa, �! 1 �+f cc '3 0No. 68962 [G6� � m' GNRD JXWwWr,-P11pry>' I -xp.1-4),A. �t(Lsh9 I) ISP OF CA.V40 No.0 j083,9/52 7` m � ` ��P 4kcHay • Bulc9, ul Bast 04TE *0I AffWu o `FOQ -7 J P-4 8 RE+�x.IJ novl�9aa BY: I - �� � P4AML PAvi", 94l.}oo$ PAV 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. No. C 11063962 L� ` a � FxD•1St�l * GREGORY ACK RCE 53952 DATE: Cmn .3' EXP. 12/31/2017 SHEET No. INDEX OO TITLE SHEET Oz GENERAL NOTES OO & DETAILS 3R® TAFT HIGHWAY ® CHEVALIER ROAD ( HEATHER MEADOWS DRIVE © LIBERTY RIDGE COURT 07 JAMES VALLEY COURT ® PITCHER VIEW COURT O9 GARETT CANYON DRIVE Idt® TAFT HIGHWAY -CHEVALIER ROAD Ld PAVEMENT TRANSITION PLANS LEGEND 0 SHEET INDEX NUMBER DIRECTION OF DRAINAGE OO CONCRETE MONUMENT + EXISTING STREET NAME SIGN p 5800 LUMEN STREET LIGHT O 9500 LUMEN STREET LIGHT ,2a CB#12 CATCH BASIN w/NUMBER + PROPOSED STREET NAME SIGN 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%. I HIGHWAY KEY MAP SCALE: 1'=200' a UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOIL FREE 1600 227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Land m o m U O w � z CD O Cn Ofw Q I z O o� 0 H o� Ed0 V_ J C) FJ Q N U Ld o -Z z Q Z w a � m o m U O w � z CD O Cn Ofw SHEET COB RECORDS No. of 10 sHTs. Q I z O Or H O Ed0 V_ J C) FJ Q N U Ld o -Z z Q Z w a � U LL LdW O z =W 0 W < Y Q Ww � W W= Z W = >� W O- =D CJI ly-W �L Q N W I-- W W U~ U W � 01 n m O v SHEET COB RECORDS No. of 10 sHTs. z O H Ed0 C) FJ Ld LdH U LdW O W W cn SHEET COB RECORDS No. of 10 sHTs. PAVEMENT PLAN NOTES (THIS SHEET ONLY J1 EXISTING EDGE OF PAVEMENT QAQPESr(C��� CD EXISTING EDGE OF PAVEMENT ----TO - EXISTING FIBER OPTICS 9R\ PROPOSED SAWCUT LINE DHE EXISTING OVERHEAD ELECTRICAL Q LIMITS OF AC REMOVAL AND DISPOSAL �No. C 053852x R, ® PROPOSED EDGE OF PAVEMENT (SHOULDER) `I- a [REVISION SION d BxP,�'IP.II19 A^ OVED BY: Y/ /l✓r®' J! 0 EXISTING PAVEMENT TO REMAIN AS PROPOSED SHOULDER AREA. G G LACK R.C.E. 53592 DATE © EXISTING POWER POLE TO BE RELOCATED/REMOVED ry�0c'CAid'0�.. ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. ROVED BY: _ TO FINISHED GRADE PER CITY STANDARDS. DANIEL PADILLA- R.C.E. 67006 DATE H = W S U) --T- :: 1 16 N89'32'17°W 17 CENTERLINE OF TAFT HIGHWAY 18 HW 'i--� -- --------------- -- - -- _- :------ W W 3 6 FUTURE FLOWLINE BY OTHERS y Y Y \ Y 7 Y Y 0 EWSTING IRRIGA ON DITCH TO REMAIN —h i -- - 1I9 I — 6 fl Y Y Y Y ,I—f-�EXISTING IRRIGATOR DITCH TgIREMAIN � _.._A —� -_ 0.207 O W� 0.20% FUTURE FLOVAJNE (BY OTHERS) �--�� - - - - - - - - - - — —--------- PAVEMENT TRANSITION PLAN TAFT HIGHWAY p FUTURE FUTURE RW "" CL RW 45 45 ---------- 30' ---------30' 3VARIES a x 20 e'-16' w w x w F - GRADE LINE ckf�'- CONSTRUCT MIN. 0.30' A.C. PAVING OVER w_ O MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD =-I COMPACTED TO 95% MAX. DENSITY j DO ---:. ---- -- TI=6.0 R=35 w w0 V v 15+18.2711 90' RIGHT—OF—WAY(COLLECTOR) /61 CHEVALIER ROAD SECTION ry NOT TO SCALE > PITCHER VIEW COURT EXISTING IRRIGATION VALVE o AND PIPE TO REMAIN, TYP. 6 m 6� -N- HORIZONTAL: 1"=30' - `\\ R 4-30 \\ STOP STOP / I d r- I I 1 0 II I I I I CHEVALIER ROAD (SEE BELOW) TAFT HIGHWAY (SEE ABOVE) vic/'�7 I f`.I 30.0' it II _--____—__ _�� �_ - T—���-- -- -�� ��-- - FUTURE FLOWUNE BY OTHERS)' rn a -r-CENTERLINE CHEVALIER ROAD -------------- -- ---------- ----------- -- --_--_--_- - L i6 17 N0039'39"E 18 3 o 1l9 y o F Z -- `=— --- -------- 1lc--L _� --- 4 __. V YY w_-._-- w lz'�+:: -QO-?O PAVEMENT TRANSITION PLAN CHEVALIER ROAD HORIZONTAL: 1"=30' 19'} SIII yQQ,Z�ORYS0. f%:coM pMwd4- w �No.0 DS3952�' �,41 s OFCAL* N r o I' T a d :. 9 N 6 Ino" o� op _ I � Y Y � Y MEADOWS — — — — — — — t2HEATHER ` 8+45.76 R 9 6 -r--rT------ m i 3 -4*-----a'-_ 11 6 ------ 77 �Innzo'ao'c 12 1 13 DRIVE m a i -- - 1I9 I — 6 fl Y Y Y Y ,I—f-�EXISTING IRRIGATOR DITCH TgIREMAIN � _.._A —� -_ 0.207 O W� 0.20% FUTURE FLOVAJNE (BY OTHERS) �--�� - - - - - - - - - - — —--------- PAVEMENT TRANSITION PLAN TAFT HIGHWAY p FUTURE FUTURE RW "" CL RW 45 45 ---------- 30' ---------30' 3VARIES a x 20 e'-16' w w x w F - GRADE LINE ckf�'- CONSTRUCT MIN. 0.30' A.C. PAVING OVER w_ O MIN. 0.50' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD =-I COMPACTED TO 95% MAX. DENSITY j DO ---:. ---- -- TI=6.0 R=35 w w0 V v 15+18.2711 90' RIGHT—OF—WAY(COLLECTOR) /61 CHEVALIER ROAD SECTION ry NOT TO SCALE > PITCHER VIEW COURT EXISTING IRRIGATION VALVE o AND PIPE TO REMAIN, TYP. 6 m 6� -N- HORIZONTAL: 1"=30' - `\\ R 4-30 \\ STOP STOP / I d r- I I 1 0 II I I I I CHEVALIER ROAD (SEE BELOW) TAFT HIGHWAY (SEE ABOVE) vic/'�7 I f`.I 30.0' it II _--____—__ _�� �_ - T—���-- -- -�� ��-- - FUTURE FLOWUNE BY OTHERS)' rn a -r-CENTERLINE CHEVALIER ROAD -------------- -- ---------- ----------- -- --_--_--_- - L i6 17 N0039'39"E 18 3 o 1l9 y o F Z -- `=— --- -------- 1lc--L _� --- 4 __. V YY w_-._-- w lz'�+:: -QO-?O PAVEMENT TRANSITION PLAN CHEVALIER ROAD HORIZONTAL: 1"=30' 19'} SIII yQQ,Z�ORYS0. f%:coM pMwd4- w �No.0 DS3952�' �,41 s OFCAL* N r o I' T a d PAVEMENT TRANSITION PLAN CHEVALIER ROAD I HORIZONTAL: 1 "=30' COB RECORDS No. Q Z O LL J Q N U (n CID z z cn Qz (nLLJ Q JQ O w ~z =w WO �Q '5V) w= z Wz U I o 0� Q� a �z w w Uvww 0') w> Q w �Q Q (n DO W O F- U Z O F7- LLJH 0 U (n w H U W o w a cn SHEET 10R OF O SHTB. :. o� op _ Y r � Y Y � Y — — — — — — — — — — — — — — — — — — — — TRACT DDRY/CENTERDNE OF CHEVALIER ROAD 8+45.76 R 9 6 -r--rT------ m i 3 -4*-----a'-_ 11 6 ------ 77 �Innzo'ao'c 12 1 13 PAVEMENT TRANSITION PLAN CHEVALIER ROAD I HORIZONTAL: 1 "=30' COB RECORDS No. Q Z O LL J Q N U (n CID z z cn Qz (nLLJ Q JQ O w ~z =w WO �Q '5V) w= z Wz U I o 0� Q� a �z w w Uvww 0') w> Q w �Q Q (n DO W O F- U Z O F7- LLJH 0 U (n w H U W o w a cn SHEET 10R OF O SHTB. :. o� op (V (A (J Npr pr wa�waM PAVEMENT TRANSITION PLAN CHEVALIER ROAD I HORIZONTAL: 1 "=30' COB RECORDS No. Q Z O LL J Q N U (n CID z z cn Qz (nLLJ Q JQ O w ~z =w WO �Q '5V) w= z Wz U I o 0� Q� a �z w w Uvww 0') w> Q w �Q Q (n DO W O F- U Z O F7- LLJH 0 U (n w H U W o w a cn SHEET 10R OF O SHTB. GENERAL NOTES 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 FOOT BELOW FINISH GRADE ON LOCAL STREETS T=1.5' TO 2.5 AS DIRECTED BY 0 () 0F 1.1 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 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. 1B. 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(B), "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 SHALL 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 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 967, 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. 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 2%. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT EROSION ONTO THE SIDEWALK. z J 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. NO. 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 'Z 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 ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WIRING 2' w W 5.5' WIDE SIDEWALK / **FIBERGLASS STREET LIGHTS NOT ALLOWED w 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 ® RSP A88A & B CURB RAMP DETAILS m SAWCUT 2' TO NEAT VERTICAL FACE, OR AS DIRECTED BY CITY 2 ENGINEER Ci 0 2:1 %_ �-6" TYPE "B" CURB & GUTTER TYPE M-1 MEDIAN CURB W 1 W/ 5.5' WIDE SIDEWALK (WHERE OCCURS) GRADE 0 8:1 ' G - (TEMPORARY) GRADE LINE 'COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. (SEE PLAN VIEW FOR STRUCTURAL SECTION) TO 90% MAX. DENSITY. 110' RIGHT-OF-WAY (ARTERIAL) TYPICAL TAFT HIGHWAY SECTION N NOT TO SCALE R ST Q ST FUTURE PROPOSED BLOCK WALL RIW - CL RW (BY SEPARATE PLANS) O W W J TRACT Q U N U (FUTURE) 3' LANDSCAPE co< W Y 45' RIGHT-OF-WAY o m 45' RIGHT-OF-WAY W � W 7253 LOT H- = W O Z 0 W YQ �Q W= Z > cl) 20' 20' W 110' WIDE IRRIGATION MAIN 8' LANDSCA ED AREA O W W Z J Q N Ld EASEMENT BY SEPARATE �< U� W FL x U D_ W x Y INSTRUMENT i i ¢ 11' w 34' W w O U 2 2 TYPE "B" CURB & GUTTER d 8'f 8'3 a I GRADE 0 2:1 2' w W 5.5' WIDE SIDEWALK / w WISHED PAD ,- 41 2' 2% TYP r6" w w 111 MAX *1.5%-3.4% COVER R MIN GRADE LINE PROPOSED 18" IRRIGATION COMPACT UNDER CURB, GUTTER * SEE C.O.B. STD. OWG. MAIN (BY SEPARATE AND SIDEWALK (TYP.) 6" 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 n=6.0 R=35 90 RIGHT-OF-WAY (COLLECTOR) /61 TYPICAL CHEVALIER ROAD SECTION N NOT TO SCALE RW CL 30' 30' 10' 20' 20' 2' TYP. 2' TYP. (SEE PLAN VIEW FOR STRUCTURAL SECTION) 60' RIGHT-OF-WAY /"n TYPICAL LOCAL STREET SECTION ,., NOT TO SCALE RW �-6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. VpOFES hwQ"c9GpHY 0 F. 49952 j.^ PNC13f P. All �P SOF CALrOP Es m iii z m�z N Z O (/7 W Of SHEET 1.I-7�S3 Pit �-r COB RECORDS No. 2 of 10 SETS. Q Z z O H O W W J Q U N U (n Q co< W Y - Wa o m W � W W W H- = W O Z 0 W YQ �Q W= Z > cl) W OU W (� O W W Z J Q N Ld W �< U� W WW U D_ W Y � Q F CD ¢ (n DD W O U SHEET 1.I-7�S3 Pit �-r COB RECORDS No. 2 of 10 SETS. Z O H W U � (n W � U W H- O W W (n SHEET 1.I-7�S3 Pit �-r COB RECORDS No. 2 of 10 SETS. CONSTRUCTION NOTES FL FLOWLINE STATION m CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CL CENTER LINE ® CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ® INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. © 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. Q N C I R P T S N H T + INSTALL STREET NAME SIGN PER CITY STANDARDS. C NS UCT TYPE ' M IA C B E C. B. TD. D G. ST -1 O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 5 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND .a, EXISTING UTILITY POLE SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER, LIST CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER © SEWER MANHOLE C.O.B. SM. T-34. © SEWER CLEANOUT �] INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). 0 STORM DRAIN MANHOLE ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. OWG. NO. D-14 ---- RIGHT-OF-WAY Q ❑5 TRANSI ON FROM EXISTING ME IAN CURB HEIGHT AND WID 0 10" ND 9", RESPEC IVE Y. -S- SEWER REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT STORM DRAIN AND W-6 WHERE INTERSECTS. -T91- TRAFFIC SIGNAL INTERCONNECT AL P N VIE S ATIONING 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 UTILITY POLES - COORDINATE WITH UTILITY OWNER. - FO EXISTING FIBER OPTICS ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. OHE EXISTING OVERHEAD ELECTRICAL TO FINISHED GRADE PER CIN STANDARDS. __-Fn-____�_-_ -FB EX W --- - - - - EX W - EX W - -- ¢ N MEDIAN CURB TAPER S S _._ S ... {,` S-. _...S -.-_ S - S S S S_ - EXISTING E P 12+09.62 _ ._ ¢ __ BGN CURB 12+52.OD 12+82.00 m13+5 --------------------® 10+77.94 7.2'3 RT_ n e D V) W ®-®s 70 -®"�' 11 N89'32'17"W _ 12 10 - 3 ro 1.3'd -EXISTING MEDIAD ���---fff ---------- - - - - - - - - - = - --- ----- -- 0 1 EXISTING MEDIAN- 7 +0 .6 PROPOSED E.P. to 13+5'. BGN CURB - ---� SEE EXISTING E.P, lu 733 RT 9 4 - - NO EXISTING RIGHT-OF-WAY NOC TE "A" --- ---- 73d u ---- 2 1 m u�i 1 EXISTING CURB, GUTTER &SIDEWALK 1 (FUTUf SEE NOTE "E" _ V... EXISTINGIRRIGATION�MAIN1 (SEE IRRIGATION DITCH PLANS / FOR EXTENSION) NOTE "A": SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING (41 LEA) 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. SEE TAPER A TABLE PHASE 1 m HEATHER MEADOWSmw DRIVE a g (SEE SHEET 5) o M TA F T HIGHWAY EXISTING DITCH CURVE I ilii CURVE RADIUS LENGTH DELTA TANGENT Cl SEE NOTE "C" 30.10' 2 N '3 " 3 44' \ L 100'9-.25'-, I ' II Un az � Q 52.50' m 11+04.23 53.43' ¢ 11+11.73 54.38' zU aF 11+19.23 3xomoN RT 11+26.73 55.00' RT SNS - STREET NAME SIGN as -� N n' z mp R3 -5(R) - ¢ oavOO a R4-7 - DIVIDED ROAD LLI= R5-1 - 16 m to w � aMma�}6 NO PARKING BIKE LANE R11-2 - ROAD CLOSED SII R26(CA) - �. r Un, Ur - ? o ONE -DIRECTIONAL LARGE ARROW SIGN K TWO -DIRECTIONAL LARGE of m �Q M} m ti +r W3-3 - L6 �M Q U nQ n CC nz pT N LL_ O it Nm } a "1 z M W U w O U OW W z N 2- +Z O m H 2m =w d H 0 U H N Ld0 348:.......................................:...:...:...:...:...:...:...:...:...M.......:...:...:...:...:............348 SEE TAPER A TABLE PHASE 1 m HEATHER MEADOWSmw DRIVE a g (SEE SHEET 5) o M TA F T HIGHWAY EXISTING DITCH L3 TAPER CURVE TABLE OFFSET CURVE RADIUS LENGTH DELTA TANGENT Cl 30.00' 47.23' 9011'56" 30.10' 2 3 0' 1 '3 " 3 44' C3 L 100'9-.25'-, 176' 7'2 ' II L3 TAPER "A" TABLE STATION 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 Un 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 55.00' RT _N HORIZONTAL: 1"=40' VERTICAL: 1"=2' NOTE "D": Z Z a - REMOVE EXISTING PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE CL .00 � W ¢ Q p RT STREET IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) _ U) N w 00 RB � = Un T TI=9.0 R=35 4723' Q Q N~ N `i MARKER I- (7 w u ON z TYPE II VERTICAL OBJECT ON CURVE a_ L.I SNS - STREET NAME SIGN as -� N n' _N HORIZONTAL: 1"=40' VERTICAL: 1"=2' NOTE "D": EXISTING CONSTRUCT MIN. 0.45' A.C. PAVING OVER o - REMOVE EXISTING PROPOSED PRIVATE IRRIGATION MAIN -SHOWN FOR REFERENCE ONLY (SEE CHANNELIZERS. MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. STREET IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) COMPACTED TO 95% MAX. DENSITY EXISTING SIGN. LL_ y REMOVE EXISTING SIGN Il (SALVAGE TO CONTRACTOR). NOTE "E": J TI=9.0 R=35 4723' 47.57' YELLOW DIAMOND OBJECT MARKER RELOCATE EXISTING POWER POLE TYPE II VERTICAL OBJECT ON OM2 -2V - TYPE II VERTICAL OBJECT ON CURVE OM4-3 - RED DIAMOND OBJECT MARKER SNS - STREET NAME SIGN � ix -� pm m m w mp R3 -5(R) - RIGHT TURN ONLY a R4-7 - DIVIDED ROAD LLI= R5-1 - 16 m to w � NO PARKING BIKE LANE R11-2 - ROAD CLOSED SII R26(CA) - �. r Un, ? �0„ . - ? a W7-6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN yr m TWO -DIRECTIONAL LARGE of m r + m ti +r W3-3 - L6 �M Q U n '" nz pT N LL_ O } M W U <p W U (y W z O H LLJ d H 0 U H N Ld0 348:.......................................:...:...:...:...:...:...:...:...:...M.......:...:...:...:...:............348 LLJ + W cn SHEET j�PT, IL 3R OF 10 EX/SDN GROUND PIF0L7L 9 fL0 /NE ...........:...:... 1. c.: E ... . ... ...:...: zobl j - 346. ----- \ \ ` i. J _ \ _ _ a1%..:. T __ _-------... (o zoo) / 346 . EX/SANC FL0N4/NE PROF7LEJ. . . . . . . . . . . . . . . . . . ' . . . -- . ....... / -0 20 . . . . FUTURE FLONY/NE PROFILE) ................: -0.80'3, �i0E5YCN K0NUNE.PROf7LEJ II . 344:...:...:...:...........:...:...:.......:...:...:...:.......:...:...:...:......�:.. ------ --'" .....:...:...:...:344 10+00 11+00 12+00 13+00 14+00 -HAAs jQ4 02 WE INSTALL CHANNELITERS. TYP.- HEATHER MEADOWS DRIVE (SEE SHEET 5) SOUTH FLOWLINE PROFILE EXISTING 21144-.. --�- N _N R - 7.9' BY 43 OM1 -3 FUTIIRE FLOWLINE > `PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) 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 1S 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. 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 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, AND A20D. NUMBER IND 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. .r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE. AS SHOWN. t .a$ 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.B 863952 Exp. LAM /-EXISTING(Z) _. 18� SIGN LEGEND EXISTING r� o NEW 1 POST SIGN. REMOVE EXISTING INSTALL CHANNELIZERS. __. _..... - . I _- ------ REMOVE EXISTING 6 OBJECT MARKER -HAAs jQ4 02 WE INSTALL CHANNELITERS. TYP.- HEATHER MEADOWS DRIVE (SEE SHEET 5) SOUTH FLOWLINE PROFILE EXISTING 21144-.. --�- N _N R - 7.9' BY 43 OM1 -3 FUTIIRE FLOWLINE > `PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) 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 1S 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. 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 INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A2013, AND A20D. NUMBER IND 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. .r INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE. AS SHOWN. t .a$ 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.B 863952 Exp. LAM /-EXISTING(Z) _. 18� SIGN LEGEND EXISTING SIGN TO REMAIN. INSTALL NEW 1 POST SIGN. z INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. Q RELOCATE EXISTING SIGN. LL_ y REMOVE EXISTING SIGN Il (SALVAGE TO CONTRACTOR). SIGN LOCATION J SIGN CODES 0M1-3 - 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 R7-1 - STOP SIGN W¢ R3 -5(R) - RIGHT TURN ONLY R4-7 - DIVIDED ROAD LLI= R5-1 - DO NOT ENTER R6 -1(R) - ONE WAY (RIGHT) - � R7-9 ^- NO PARKING BIKE LANE R11-2 - ROAD CLOSED SII R26(CA) - NO PARKING ANYTIME R81 - BIKE LANE (RIGHT) W1-6 (R) - ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) W7-6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN W1-7 - TWO -DIRECTIONAL LARGE ARROW SIGN W3-1 - STOP AHEAD F W3-3 - SIGNAL AHEAD Q W31 (CA) - END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. REVISION _ _ _ _ �- _ "_ _ _ _ _ _ v APPROVED 8Y: -, �- &.AA'-' GR CK R.C.E. 53592 DATE REVISION I/4 APPROVED 8Y: fff YY1l DANIEL PADILLA R.C.E. 67008 DATE � I EXISTING FLOWLINE PnAx � I/zs/iy --- - �.���_._ FUTURE FLOWIINE ------------ --_ =_- _--------- - _ _ _-----------------------� 6' 12' 12' 10''6, 3 TYPE OM2 -2V n I ❑ OF .I \ r PER CALTRANS r NOTE: IF EXISTING STREET NAME SIGN \\\ STD PLAN A73 i IS NOT "METRO" SIZE, THEN NEW F "METRO" SIGN SHALL BE INSTALLED. 4 i' 38 EXISTING R/W STRIPING AND SIGNAGE PLAN CHEVALIER ROAD sTRIPINc (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) EE SHEET PLAN SIGNAGE N PAVEMENT TRANSITION PLAN TAFT HIGHWAY (SEE SHEET 10) HORIZONTAL: 1"=40' [50B' R Land z O LL_ J N 0 (n o z z z Q Ld Y n OW n O W¢ LLI= z �0 � vC) � SII �J_ < Q CN J LLI W I` W U� 0 � O_ LLJ ¢ Of W F Q U m LL_ O } H- U z O H LLJ d H 0 U H N Ld0 U LLJ O W cn SHEET j�PT, IL 3R OF 10 sHTs. DS No. CONSTRUCTION NOTES I..� 47.23' LENGTH 47 02' FL FLOWLINE STATION ON CURVE ON 0VE Q7 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Q INSTALL TYPE OM1 -3 END -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. CL CENTER LINE C3 1500.00' []2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 02 INSTALL TYPE OM2 -2V END -OF -ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER 9M INSTALL TYPE W5-1 WARNING SIGN PER MUTCD STANDARD, CURRENT EDITION. OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST 13. mMM WHEELCHAIR RAMP DETAILS ON SHEET 2. i-. A + INSTALL STREET NAME SIGN PER CITY STANDARDS. II II ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. EXISTING R/WQ h rn M U lJilJi . . . . . . . .+ STRIPING AND SIGNAGE PLAN M> . . . . . .�+ (SEE SHEET 3) ® EXISTING SURVEY MONUMENT -PROTECT IN PLACE. m PAVEMENT TRANSITION PLAN Q5 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND > W M '>z+ EXISTING UTILITY POLE m m m m SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. W > 346:...:...:...� © CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER m W + © SEWER MANHOLE � + C.O.B. STD. T-34. ..:...:...:...:...:.... ...:...:...:... W W I/ © SEWER CLEANOUT CO INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). W' ' I 0 STORM DRAIN MANHOLE -�1571NG GROUND FROF11C 9 01VTR4#vf!�+ _____ © CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 + w of- _ __ — RIGHT-OF-WAY ��z, I� Q9 TRANSITION FROM EXISTING MEDIAN CURB HEIGHT AND WIDTH TO 10" AND 9", RESPECTIVELY. — S— SEWER I� REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT W m STORM DRAIN AND WIDTH WHERE INTERSECTS. (n �? 0 W o U W —TSI— TRAFFIC SIGNAL INTERCONNECT �z 0 O ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. I HORIZONTAL: 1"=50' O_ U`) SHEET EXISTING EDGE OF PAVEMENT l-?dS'� ALL PROFILE STATIONING IS BASED ON FLOWUNE DATA UNLESS OTHERWISE NOTED. COB RECORDS No. 4 of 10 snrs. -----T--- EXISTING FIBER OPTICS RELOCATE ALL UTILITY POLES -COORDINATE WITH UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. — OHE — EXISTING OVERHEAD ELECTRICAL TO FINISHED GRADE PER CITY STANDARDS. < mIt ¢V O m U W Z RI W O W J I- W M y. U 0 "j p 0 ¢ O UW + 6 7 M r O U PITCHER VIEW +M VALLEY m _tZJAMES m 47 COURT 3 COURT (SEE SHEET 8) \(SEE SHEET 7) 1 I 12 10' WIDE IRRIGATION MAIN ENT BY SEPARATE INSTRUMENT \ :� 21 un LIBERTY RIDGE COURT (SEE SHEET 6) _—F-7777t7N X X W W — — — — -- — — — — --- -- L__ EXISTING R/W PHASES 1-2 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 CURVE I..� 47.23' LENGTH 47 02' TANGENT C1 ON CURVE ON 0VE 90'11'56" 30.10' C2 30.00' 47.02' 8948'04" 29.90' C3 1500.00' 9.37' Um US �4 p Z m�M µ 6 w m a w a Nj�rj J In m � � 4M ..-- ' 16 _ Q Z W 1- W �N mMM ..._.. _... i-. A U a W w U II II U ¢ O Oi EXISTING R/WQ h rn M U lJilJi . . . . . . . .+ STRIPING AND SIGNAGE PLAN M> . . . . . .�+ (SEE SHEET 3) . . . . � z W m PAVEMENT TRANSITION PLAN W ID > W M :........................................................................346 0 Q m m m m . W > 346:...:...:...� �I GROUND PROFILE 0 FZOWY/NE m W + � + - ..:...:...:...:...:.... ...:...:...:... W W I/ Q LLJ W' ' I Q (n -�1571NG GROUND FROF11C 9 01VTR4#vf!�+ _____ CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 30.00' 47.23' 90'11'56" 30.10' C2 30.00' 47.02' 8948'04" 29.90' C3 1500.00' 9.37' 00'21'29" 4.69' FUTURE COMMERCIAL SITE III - - ro a n ro m PITCHER VIEW COURT 21 8+45 76 J r r Z N W N ^ N n �m IQ -m mw m PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) Y N w JAMES VALLEY COURT WEST FLOWLINE PROFILE C4 W N a Q. -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD LIBERTY RIDGE COURT PROPOSED E.P.J EX E.P./PROPOSED (REPLACE EX. PAVEMENT) (SEE SHEET 3 FOR STRIPING & SIGNAGE DETAILS -NOTES) STRIPING AND SIGNAGE PLAN (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) CHEVALIER ROAD PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) "STOP AHEAD" PAVEMENT MARKING _Zdr. 325' W— PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) I i 0 Y v Y Z Z T 9 IVI IL z Q Q �Op L r2(FUTURE) d J a m W O 0 W Z o r --- � o :1(FUTURE) Lj V) W Z W J In m � � --__. 15'- ,�__ ..-- ' 16 _ Q Z W 1- W ly 15+_1.8._27 _. v ..._a:....._ _. ..._.. _... ` ,.- Ld �Z v --- —------- U a W w Y .a. EXISTING R/WQ . N d E -_w O w 0 STRIPING AND SIGNAGE PLAN M> HORIZONTAL: 1"=40' (SEE SHEET 3) VERTICAL: 1"=2' - - ro a n ro m PITCHER VIEW COURT 21 8+45 76 J r r Z N W N ^ N n �m IQ -m mw m PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) Y N w JAMES VALLEY COURT WEST FLOWLINE PROFILE C4 W N a Q. -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD LIBERTY RIDGE COURT PROPOSED E.P.J EX E.P./PROPOSED (REPLACE EX. PAVEMENT) (SEE SHEET 3 FOR STRIPING & SIGNAGE DETAILS -NOTES) STRIPING AND SIGNAGE PLAN (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) CHEVALIER ROAD PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) "STOP AHEAD" PAVEMENT MARKING _Zdr. 325' W— PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) I i 0 Y v Y T 9 IVI IL z �Op m W O II r L_ � o <� �a ly Z Z Q z wa Z �- Y .a. a. . TAFT HIGHWAY E -_w O w 0 STRIPING AND SIGNAGE PLAN M> (SEE SHEET 3) LLJ = z W m PAVEMENT TRANSITION PLAN W ID > W (SEE SHEET 10) :........................................................................346 0 Q m U ...:...:.......: W > �I GROUND PROFILE 0 FZOWY/NE m W -U � + - - - ro a n ro m PITCHER VIEW COURT 21 8+45 76 J r r Z N W N ^ N n �m IQ -m mw m PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) Y N w JAMES VALLEY COURT WEST FLOWLINE PROFILE C4 W N a Q. -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD LIBERTY RIDGE COURT PROPOSED E.P.J EX E.P./PROPOSED (REPLACE EX. PAVEMENT) (SEE SHEET 3 FOR STRIPING & SIGNAGE DETAILS -NOTES) STRIPING AND SIGNAGE PLAN (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) CHEVALIER ROAD PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) "STOP AHEAD" PAVEMENT MARKING _Zdr. 325' W— PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) I i 0 Y v Y T 9 IVI IL z �Op CALwe O L_ J Q O Z Z Q z wa n �� Y TAFT HIGHWAY E -_w O w 0 STRIPING AND SIGNAGE PLAN M> (SEE SHEET 3) LLJ = z W m PAVEMENT TRANSITION PLAN W ID > W (SEE SHEET 10) O 0 Q m U W > �I QN W -U � () H n W W I/ Q LLJ W' ' I Q (n ''.$ 27A'21 C2 + w of- ��z, I� U ¢I• N W m J I--_ (n �? 0 W o U W H- �z 0 O W w I HORIZONTAL: 1"=50' O_ U`) SHEET l-?dS'� COB RECORDS No. 4 of 10 snrs. CONSTRUCTION F1 NOTES CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. �Z CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG ST -3. po CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. © CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD.. PLAN A88A CASE "A" AND -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. 47.57' PER WHEELCHAIR RAMP DETAILS ON SHEET 2. 30.44' en + ® CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 55.10' COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% `°' EXISTING UTILITY POLE 35.00' 13.70' MAX. DENSITY, TO A DEPTH OF 1') ® SEWER MANHOLE 47.23' ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.S. STD. DWG. NO. D-14 © SEWER CLEANOUT z A a 1 SX W vomit &Wed by the sty w © CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, THIS SHEET. a STORM DRAIN MANHOLE M.....a>o.... (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) — --- RIGHT -CF -WAY + ❑ INSTALL(2)4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" ,P A po m4bi W sad rkn Bce O±x wrowt M tee LRy SEWER tV U IIUm ¢ mw co v. 'm COVER OD dcNn rn yr U > � vm v 85 fl NOW04% hot at noww } STORM DRAIN a au°'i ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED._-� �,tv Inst-, w to b}e maadfo I d spm Qat to Am Ow rs' f ffs after bahp "&Vd Faros w d swbpa& gw ALL PROFILE STATIONING IS BASED ON FLOWLNE DATA UNLESS OTHERWISE NOTED. Mm EXISTING EDGE OF PAVEMENT rw , RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. wpv oa a KAvkv of "wwtg approodr ra , h ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ±o } o ETC. TO FINISHED GRADE PER CITY STANDARDS. + + FL= BOWLINE STATION ............�. 10 9 8 7 6 e 5 4 3 m 2 1 t 65H N O + + N N + M �} - O SSI III LG C9 X W45' 14.5'" k / TYP TYP 2 - - - I€ j III r T r O I— — n Ft 9xsJ / C3 6 1'fP C5 EY ©TYP ss \ s S— s S — S — S S— -m s s s S — -i S �S - - I — s N l H -4 - 1r o 0 11 12 N00'39'39"E 13 14 15 )I +I 16 N 12 \ o N 5+15 E OWY. C4 0693 o j FL 9+29.06 3❑1Y X ro � + Im�UI I i 32 13 ARIES'___.. o VARIES! TAFT eo• �, HIGHWAY + o' zo' zo' o' N (SEE SHEET 3) LIBERTY RIDGE 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 a I �z HORIZONTAL: 1"=40' VERTICAL: 1"=2' .... 346 ......................... . ............346 EXW7NG GROUND PROF/LE 6 CENTERL/NE .................................... .......................... .....�. .-------------- .. .. 344..j .. ... ... ... ... ... ... ... ... ... .1..I... ... .................... - - - - u ...:...:...:.. :344 FLOxiTNE PROE/LE . 346 ...:...:...:...:...:... 344 ........................ 55.10 100' VERTICAL CURVE 11=4.5 R=35 N ITE 47.5T e.J tf1 � v 1'A v 9011'56" 30.10' C2 30.00' 47.57' wa 30.44' en + exw .y o« 203.05' C4 35.00' 55.10' 9071'56" 35.12' r M 35.00' 13.70' 100' VERTICAL CURVE 6.94' Mata w td a of ra artata 47.23' SYmda* 3)+a'rh attms h"00 knows a stmm�ds firms; arrmt rdy �rttared gra; A Swtws of a dM doe Wmcb trAV WNW fw WAftmarf omit Bz maart of ue knits w raawat as ¢r ke cry z A a 1 SX W vomit &Wed by the sty w Faghea 80 searkm hang'"M6d scow ba a mbxrtrim of BA' A Odwow Pub* F&b tkpahflmt mw aawwwy M oN� M.....a>o.... wWkg hpww cob &*w oUrawke o9eeted by the City b"w + !h, + M. M ,P A po m4bi W sad rkn Bce O±x wrowt M tee LRy ; tV U IIUm ¢ mw co v. 'm U > OD dcNn rn yr U > � vm v 85 fl NOW04% hot at noww } aprowV isobtairm' Batt the FYfyEnpnea a au°'i m ej �,tv Inst-, w to b}e maadfo I d spm Qat to Am Ow rs' f ffs after bahp "&Vd Faros w d swbpa& gw m w,1;W be wMtad *wvdatayprkr to ptamrert or amaete Mm d. Cmaete shag be baNe'ed. Ibt. e*d and fast rw , plat a *1 ham.. BarYA h+me** aft finti&V wpv oa a KAvkv of "wwtg approodr ra , h ±o } o + + + ............�. .-.a .ly ./.. . .�. O..L.Ry I �z HORIZONTAL: 1"=40' VERTICAL: 1"=2' .... 346 ......................... . ............346 EXW7NG GROUND PROF/LE 6 CENTERL/NE .................................... .......................... .....�. .-------------- .. .. 344..j .. ... ... ... ... ... ... ... ... ... .1..I... ... .................... - - - - u ...:...:...:.. :344 FLOxiTNE PROE/LE . 346 ...:...:...:...:...:... 344 ........................ 55.10 100' VERTICAL CURVE N ITE 47.5T e.J tf1 � v 1'A ONF CURVE 9011'56" 30.10' C2 30.00' 47.57' wa 30.44' en + exw .y o« 203.05' C4 ............................................ q ...: #a, .F...:...:...:...:346 EXISi1NG GROUND PROFILE ®CENTERL/NE g6% i II I i ,. .......... ............................................�._--_-- - - --- -- - -- ----................. 100' VERTICAL CURVE ! 47.5T LENGTH DELTA TANGENT ' 30.00' ONF CURVE 9011'56" 30.10' C2 30.00' 47.57' wa 30.44' r �z 84.00' exw .y o« 203.05' C4 35.00' 55.10' 9071'56" 35.12' C5 35.00' 13.70' 22'2535" 6.94' Mata w td a of ra artata SYcnd rd SYmda* 3)+a'rh attms h"00 knows a stmm�ds firms; arrmt rdy �rttared gra; A Swtws of a dM doe Wmcb trAV WNW fw WAftmarf omit Bz maart of ue knits w raawat as ¢r ke cry z A a 1 SX W vomit &Wed by the sty w Faghea 80 searkm hang'"M6d scow ba a mbxrtrim of BA' A Odwow Pub* F&b tkpahflmt mw aawwwy trim o^d wouds A0 afpr Mtn amMg PSA' a Iicw aM m rak rthb me C'kr rig t-vf vny M.....a>o.... wWkg hpww cob &*w oUrawke o9eeted by the City b"w + !h, + M. �............ ,P A po m4bi W sad rkn Bce O±x wrowt M tee LRy t)' blow trp of wtyoak FngAxr Ofaawfse Me eddhg pfr�t ." be saws# o m&rtimn < Cwwtote hr Aha wroam amp awhrm to the of ZO' from 0m edge of mratte a es d#WW Rawnwt patch shag cwfM to the rMadeMmb of sbww Dw 391--tt. MyaYea * of me sfmdad 4amrtothaa kr m;w arcade (min dpndat cmtW W WOW) ............................................ q ...: #a, .F...:...:...:...:346 EXISi1NG GROUND PROFILE ®CENTERL/NE g6% i II I i ,. .......... ............................................�._--_-- - - --- -- - -- ----................. Adpst Arwu obtan 46' CURVE TABLE CURVE RADIUS LENGTH DELTA TANGENT C1 30.00' 47.23' 9011'56" 30.10' C2 30.00' 47.57' 90'50'34" 30.44' C3 84.00' 198.00' 135'03'07" 203.05' C4 35.00' 55.10' 9071'56" 35.12' C5 35.00' 13.70' 22'2535" 6.94' Adpst Arwu obtan 46' 40'a* easaamt b3 scodmMkts B.d'N.tli wevb of apymah t.SX mdr 20i'nNz LtY td G0 Ah1. SECTION "A -A" W07E9 1. AB wwkno,00. and maWak sW mfr to a Eaamawtr *t Vfr nMhtd sw cosset of "f~ Tkfa of the W#kaw sectkns oftfe WW4d dw*4 resAaat mapmtd Mat cobw to the reprkda d$ of Me Mata w td a of ra artata SYcnd rd SYmda* 3)+a'rh attms h"00 knows a stmm�ds firms; arrmt rdy �rttared gra; A Swtws of a dM doe Wmcb trAV WNW fw WAftmarf omit Bz maart of ue knits w raawat as ¢r ke cry z A a 1 SX W vomit &Wed by the sty w Faghea 80 searkm hang'"M6d scow ba a mbxrtrim of BA' A Odwow Pub* F&b tkpahflmt mw aawwwy trim o^d wouds A0 afpr Mtn amMg PSA' a Iicw aM m rak rthb me C'kr rig t-vf vny Awhcemaat &W mwh mr h dawWw ad kcetkv to b'M adO mt wWkg hpww cob &*w oUrawke o9eeted by the City b"w I sabpode s0Id be masbwted Mo to pale and vas, mow, and wwww to Nxof Maamaa my ra SwM vs baby pamd May be p"O uq*tt mtkq pai~1,, dwIQ w de(o awrid by ASN 0-7357 to o ddaB+"ot ,P A po m4bi W sad rkn Bce O±x wrowt M tee LRy t)' blow trp of wtyoak FngAxr Ofaawfse Me eddhg pfr�t ." be saws# o m&rtimn < Cwwtote hr Aha wroam amp awhrm to the of ZO' from 0m edge of mratte a es d#WW Rawnwt patch shag cwfM to the rMadeMmb of sbww Dw 391--tt. MyaYea * of me sfmdad 4amrtothaa kr m;w arcade (min dpndat cmtW W WOW) M Cab gad p1ter and body of WrvpO shill be pcatd Chawete and =A* rw aiddireaA*M pnw NOW04% hot at noww } aprowV isobtairm' Batt the FYfyEnpnea I rh tmaBuchue s4d1 be pamattat ¢r slmet w#art S 7wdw &m sitar be svfaced.m Me 1* pkxed r ffi gt to b}e maadfo I d spm Qat to Am Ow rs' f ffs after bahp "&Vd Faros w d swbpa& gw 11 &P Of MW oAW*Xft 500 be o Mh of 25' Baa adaamt tot hM be wMtad *wvdatayprkr to ptamrert or amaete 14 Eaift mh. of A gmt mndtAA. May be .werat and caws,& d. Cmaete shag be baNe'ed. Ibt. e*d and fast ('Gab onj to as wwa k mreftbc'b'm of am raadmtw Aire plat a *1 ham.. BarYA h+me** aft finti&V wpv oa a KAvkv of "wwtg approodr Go Apased awkm sw n m a. Mk m w*01bn. of Mate PgWkd w"sand mtfmrehg to me staashrd .�rsa . of the JQt 1p+o - cam* &W be kot Iwt mti W awhy mVmdis qww. Z fapmsim pAk omit he m k wtod at boM dads of 1ppemrh. "and pba j%atA 20' 0h% Na4 sw ae pbw at =hr of mahmI hfNNXs-cod a *ile d by & tify*w- 0E\ 4 6d tiq .P k4oM DU'PI'ey- PNAsEI 13"AI 1,/-7dS3 /"/Lt � COB RECORDS No. Palmetto Engineering Land Sune9ing z O w J N O UD O z Z Q LLJ W¢ LLJ _j W W> ozW o z(/D W Y¢ :5O W= Z WQ LLJ > ¢ Ow ry:2 a_ �� o �LLJ QN W —F— U H (n W W U l �S ¢ w a (n M w O r LIJ U Z O H a 0 v Li Li H o U W H O w � S a (n SHEET 55 OF O SHTB. CONSTRUCTION NOTES E1] CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. d 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 C.O.B. STD. DWG. ST -13. ® CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND + INSTALL STREET NAME SIGN PER CITY STANDARDS. PER WHEELCHAIR RAMP DETAILS ON SHEET 2. 20.00' 3 ® 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 1' EITHER SIDE TO 95% `a' EXISTING UTILITY POLE MAX. DENSITY, TO A DEPTH OF P) ® SEWER MANHOLE L]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 5. ® STORM DRAIN MANHOLE (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) ---- RIGHT-OF-WAY ❑ INSTALL2) SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" (UM) _—_--_ SEWER COVE M H w LLJ 55.10' 9011'56" STORM DRAIN ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 35.00' 13.70' -W--�- EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. D_ w RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. DI Q ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. TO FINISHED GRADE PER CITY STANDARDS. FL= FLOWLINE STATION LLL HEATHER MEADOWS DRIVE (SEE SHEET 5) 111 I I II I I + I I 32 31 30^ 29 a 28 a 27 a 26 a m r n 9 I O + N + M M < N W4.5 14.5"' TYP TYP C5 \ C4 10+00.00 © TYP o 1 17 7 10\ s s S_—_ s s s F a s s s , — _ _ — I— O I — —y—� 11 12 1 13 N89'3717"W 14 6 TYP + oCi Cl �� I I I 11 3 TYP ^0 60' m rn 12 13 = 14 15 10' 20' 20' 0' a 4 GARETT CANYON 16 17 18 w DRIVE m m (SEE SHEET 9) PHASE 1 25 24 23 22 r 0 N m �j ©TYP r S S S SO 15 16 16+41.51 ITI., 1 TYP I I i 14.5' 14.5' r TYP TYP 3 � V V N m O N 19 20 4 21 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 II III I �K II l S E DETAIL 6 I ' I Il'I! I Ilii l CHEVALIER -N- ROAD (SEE SHEET 4) HORIZONTAL: 1"=40' VERTICAL: 1"=2' 0 U W 0 W DO J L..� 55.10' ,I CURVE RADIUS I LENGTH DELTA I TANGENT Cl 20.00' 3 U 90'00'00" 20.00' C2 OF CURVE LQ 197.06' 2684950° C3 35.00' (D >o 27.13' 4424'55" 14.29' C4 84.00' � I 198.00' N 203.05' v M H w LLJ 55.10' 9011'56" 35.12' C6 35.00' 13.70' 222535" 6.9$ U Q D_ w DI Q U) EO LLL O r 346 "r�.......� ' U z M "x...346 ....... ...........................................a d ....................................................... ...fes f ............ -___'__-- --------_ . . . . . . . . . . . . . . . . . . . . . . . . . . . N .EA'I577NG GROUND PROFILE 0 CENTERLINE. �------_____-_. - - - ------ 344 ........ ...:...:.. .-----------------------.---------___--__-- :...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...: -- __-__-__- _-__----------------- - �------- ..: - -.._------ -.- 344 -0.519 +11.25% . -0.20% �. _ . . 342 ....:...:...:...:..... OE8/bY IZOWUNE PROF/LE 1 .......................................:...:............ .:...:.......:./..........: ..: ..:...:...:... . ... ... ........342 ............................................................................................................................................................. 10+00 11+00 12+00 = 13+00 14+00 15+00 16+00 17+00 N NORTH FLOWLINE PROFILE N ? ly 31.42' Y M 31.47 U U 0 IDENTICAL POINT U a IIUm V c�M ¢ m ON6 ¢ U ¢ m OW CURVE b w M �IUm U ro Ila Nsh �nw 'R" Ir '�.m , 007 o.V 1,j m N ro� M1 n 71 M r�............... M 346. ±� M + M... ^a.. '.....................................................15 �"? M...346 ...... .. ..ct ...................: N. M. m . ---_-___-__ . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . .EA'I5TING GROUND PROFILE ® CENTERLINE. �.--__; . . . . . . . . . . . . . . . . . . -__�-__� ___. -__. . . . ____ . . _ . . . . . . . . . . . -- -- . 344 ............................ :........... :...:...:.......... :...:... ...... .......... :...:...... :...:...:. .: ..: ..: ..: ..: -- --.- 344 +0:25% -0.35% .............................. + 19 . 0:207 1-0.51% __._ 21% : DESIGN RONUNE PROF/LE. 342 . : : : . . . . . . . . . . .DESYGN FZOIKINE PRO7LEJ . . }1 . . . . . . . . . . . . . . . . . . . . 3 42 ............................................................................................................................................................. 10+00 11+00 12+00 13+00 14+00 .. 15+00 16+00 17+00 SOUTH FLOWLINE PROFILE 0 U W 0 W DO J g 2.00% N Y, 95' ' FI�SEE NOTE "B" BELOW r � O I O p Y i oU D; m W ii p n I NOTE "A" / NOTE "A°: PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD NOTE "B": INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN A PEDESTRIAN ACCESS AREA DETAIL N SCALE: 1"=6' FL BW BW 5' 18' 6. — R/W R/W PROPOSED PEDESTRIAN ACCESS EASEMENT LIBERTY s 10 s RIDGE COURT,z 5� 2% LL1 PEDESTRIAN ACCESS SECTION N N.T.S. 2.00% Q O w W m i w U 11191 Land FL Q Z O w CHEVALIER Q ROAD N - z o z CURVE TABLE � CURVE RADIUS I LENGTH DELTA I TANGENT Cl 20.00' 3 31.42' 90'00'00" 20.00' C2 42.00' LQ 197.06' 2684950° C3 35.00' (D >o 27.13' 4424'55" 14.29' C4 84.00' � I 198.00' 135'03'07" 203.05' C5 35.00' H w LLJ 55.10' 9011'56" 35.12' C6 35.00' 13.70' 222535" 6.9$ g 2.00% N Y, 95' ' FI�SEE NOTE "B" BELOW r � O I O p Y i oU D; m W ii p n I NOTE "A" / NOTE "A°: PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD NOTE "B": INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN A PEDESTRIAN ACCESS AREA DETAIL N SCALE: 1"=6' FL BW BW 5' 18' 6. — R/W R/W PROPOSED PEDESTRIAN ACCESS EASEMENT LIBERTY s 10 s RIDGE COURT,z 5� 2% LL1 PEDESTRIAN ACCESS SECTION N N.T.S. 2.00% Q O w W m i w U 11191 Land FL Q Z O w CHEVALIER Q ROAD N - z o z Z � 3 I Y O � cw O=w LLL 3 Y O w0 LQ O O m g 2.00% N Y, 95' ' FI�SEE NOTE "B" BELOW r � O I O p Y i oU D; m W ii p n I NOTE "A" / NOTE "A°: PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD NOTE "B": INSTALL (2) CONCRETE FILLED PIPE BOLLARDS AS SHOWN A PEDESTRIAN ACCESS AREA DETAIL N SCALE: 1"=6' FL BW BW 5' 18' 6. — R/W R/W PROPOSED PEDESTRIAN ACCESS EASEMENT LIBERTY s 10 s RIDGE COURT,z 5� 2% LL1 PEDESTRIAN ACCESS SECTION N N.T.S. 2.00% Q O w W m i w U 11191 Land FL Q Z O w CHEVALIER Q ROAD N - z QgurcaSl W h�QFO O FZ U 3952 Li s Q x0.�Jr i U W P r�O W �OF CAl1FOP� W Z (Z fn SHEET '?d COB COB RECORDS No. 6 of 10 SHTS. o z Z Q cw O=w LLL O w0 LQ ~w 1E w w= Wd Z (D >o O 0 G_ � I W 2 c„IN UM'” M Q N o H w LLJ 'P t _� w - ~m cn W J W U Q D_ w DI Q U) EO LLL O U z 0 d QgurcaSl W h�QFO O FZ U 3952 Li s Q x0.�Jr i U W P r�O W �OF CAl1FOP� W Z (Z fn SHEET '?d COB COB RECORDS No. 6 of 10 SHTS. CONSTRUCTION NOTES ❑i CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED SM. PLAN ARBA CASE "A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. 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 95% MAX. DENSITY, TO A DEPTH OF 1') ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. 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) ❑7 INSTALL (2) 4" SON 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= FLOWUNE STATION 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 9=4.5 R=35 4) -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' U .............. .................................................... CURVE TABLE ...... 31.42' -O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. Q a a 9+ 0 ON6URVE 11+00 CURVE RADIUS LENGTH DELTA TANGENT 0 0 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. C7 20.00' 31.42' 90'00'00" 20.00' 4v + INSTALL STREET NAME SIGN PER CITY STANDARDS. C2 42.00' 197.06' 268'49'50" 42.87' m O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C3 35.00' 27.73' 44'2455" 14.29' ry Pp Patmett® EXISTING UTILITY POLE Os SEWER MANHOLE O V aONI ON M M m rn SEWER CLEANOUT d co > W U a n mn eev ® STORM DRAIN MANHOLE M N N M N Lantl Suiveyang — --- RIGHT-OF-WAY Y a I— cn r0 + M + M SEWER .79........................... STORM DRAIN UmNJLL O ... a. M -''---�' - EXISTING EDGE OF PAVEMENT w 4 EXISRNG GROUND PROFILE 0 OENTERL/NE� I+C LL . I`J ---- -----------------.--.-----------------.------_.-- IJrn 344 :...:...:...:...:...:...:...:...:...:...:...:..... ............ O -- - -- -- -- ----�.-..-----------------------. - - - -- — T...T..:� 7------- ---- 344 Q -0.25% w Z 342 :. ............... . 1 0.20 -............................. . DE51W ELO{WINE PROELLEJ . -0.10Y +0.10'% +o:zoq 1 ....... `DE9/CN FLONUNE PROf7LE ..:...:.... 342 . O o p --=- O Q J EXISRNG GROUD PROFLE ® CENIERLINE •^M Q O � _--- 344 . -----�1N[�O -M.O - ... -- - - --- - . .. .. ... ... ---�¢UmNM,- _ ---=- ,=------- ----- - -UWiMMJ[J -._71N+�II . .0I ......344 r w J I I = Ez O y-) LL C= O Y p pp � � U U 2 IIV U II II Nm K ZN m U � OI rn 00 c +4 M Oi m r n + < f^ r m W N O O tI) 4 VJ C9 m 22 m 21 20 m 19 I ( 18 m 17 w 16 m 15 m 14 13 gj Z <Np�oO 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 9=4.5 R=35 4) -N- HORIZONTAL: 1"=40' VERTICAL: 1"=2' U .............. .................................................... 31.42' ...... 31.42' ........ ...:...:...:...:...:...:.................... Q a a 9+ 0 ON6URVE 11+00 ON6URVE 14+00 15+00 16+00 17+00 0 Il d Urn Zx Km II V p�W m xu> ('J Vo d'N Uo R' N min Uo IIUm .Urn C K.O Z d N m M m N W M N In m M N w M m N 01 N M d ry N rn m �m m /OENRCAL PO/NT O V aONI ON M M m rn W 16j N d co > W U a W m � T- M N N M N O+ M M � Y a I— cn r0 + M + M .....rn................... d+ .79........................... ................... ........"+.... UmNJLL O ... a. ........ ............................ � ................. m .......... w 4 EXISRNG GROUND PROFILE 0 OENTERL/NE� - LL . ---1 --------------- ---- -----------------.--.-----------------.------_.-- 344 :...:...:...:...:...:...:...:...:...:...:...:..... ............ - -- -- - -- -- -- ----�.-..-----------------------. - - - -- — T...T..:� 7------- ---- 344 21% -0.25% .................... 342 :. ............... . 1 0.20 -............................. . DE51W ELO{WINE PROELLEJ . -0.10Y +0.10'% +o:zoq 1 ....... `DE9/CN FLONUNE PROf7LE ..:...:.... 342 . 40. ... .............. .................................................... ...... O ........ ...:...:...:...:...:...:.................... 340 9+ 0 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 0 18+00 19+00 v o Z z z Q w a NORTH FLOWLINE PROFILE _j ozw W - F -D IDENTICAL POINT3142' o wo N:E �¢ ~ 3142' W = W Z ww > J /OENRCAL PO/NT O V aONI LJ U �> CURVEONI CURVE d co > W U a W �� � T- U) Ld w UD� Q w � Y a I— cn pa NN+ Urn Ilom L- Wm^f] UmNJLL O Vm�{iIII oNM- M m M WM2 + --=- EXISRNG GROUD PROFLE ® CENIERLINE •^M _--- 344 . -----�1N[�O -M.O - ... -- - - --- - . .. .. ... ... ---�¢UmNM,- _ ---=- ,=------- ----- - -UWiMMJ[J -._71N+�II . .0I ......344 342, ........ ............ ... ......... ...................................:...:....342 DESIGN FLOBL/NE'PROFILE, : : -w9, :2�% : : : : : DE6/6N FLOFLINE PROFILE . 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 0-Ids3 fA 11'r COB RECORDS No. w N Z O N w SHEET 7 OF 10 SILTS. Q Z z O O w JJLl- _J a 0 v o Z z z Q w a w Yo _j ozw W - F -D U o wo N:E �¢ ~ W = W Z ww > J O O 0Q LJ U �> d CL d co > W QN W �� � T- U) Ld w UD� Q w � Y a I— cn m L- O U SHEET 7 OF 10 SILTS. Z O w 0 v w � o U LLJ W O w 2 I -- d CL (n SHEET 7 OF 10 SILTS. M CONSTRUCT 6" CURB & GUTTER PER C.O.B. SID. DWG. ST -1. O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 08 CONSTRUCT 45' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST 3. 91 CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Q3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE "A" AND + INSTALL STREET NAME SIGN PER CIN STANDARDS. I PER WHEELCHAIR RAMP DETAILS ON SHEET 2. m + C51 i 141 CONSTRUCT 12' WIDE CROSS -GUTTER PER C.O.B. STD. DWG. S-35. (CONTRACTOR SHALL 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. f COMPACT AREA UNDER CROSS -GUTTERS AND A MINIMUM OF 1' EITHER SIDE TO 95% `Q' EXISTING UTILITY POLE 10' 20' 20' 0' 0 MAX. DENSITY, TO A DEPTH OF 1') 0 SEWER MANHOLE �w0 ❑5 CONSTRUCT TYPE 'A' CATCH BASIN PER D.D.S. STD. DWG. NO. D-14 © SEWER CLEANOUT 34 N OS CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, SHEET 5. 0 STORM DRAIN MANHOLE 14.5' J 14.5'u (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) ---- RIGHT-OF-WAY ❑ INSTALL INIM 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" TYP SEWER t_ ROAD COVER M N M (SEE 4) N rn STORM GRAIN m, ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ................M + .� + r a� + ---�- EXISTING EDGE OF PAVEMENT . ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. ------------------_ ------_____--- -------------T__T--------------------------�---------- M. ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, -------- ___� �i .i:.......:3µ4 ETC, TO FINISHED GRADE PER CITY STANDARDS. FL= FLOWLINE STATOR 36 35 34 o � 0 0 w I I— C3 m ©TYP © S S © 10+00.00 w C3 5a � 4 NOTE. 'AM 'Ni XOEI.OPW 5HAkL oftwi AN t0c-LOACIKKOT ff -wr FI TUC FWAT6 i1*%4wn.0 FA-tLm£s 44.L "nom W.,%W Of c t%fufnvrj F.R kANc 2. 33 I IIWeT.TVaama:�r67 s12 S S t3 S S- r Ffl TYP 1 6 5 4 3 2 1 ❑3 UN I I I I Sµ4 S S 15 S ——N8F3_T17"W ~ �- r7;7r- JITY"' 4 7 377_�----+ 3 �8�SmP 40 41 PHASE 2 0 42 :µJ34' 20' z0' EXISTING a S s 18 S b u N s 17 s S II 1178 r ra DRIVE m I �j.f ' 1 (SEE SHEET 9) 31.42' 32 L.�311 42' 31 VERTICAL CURVE I n0. m + C51 i N 14.5' 14.5 n1a JOU f 1Um d'N ¢co mo w� ��o ¢N mm wo 10' 20' 20' 0' 0 0 30.10' U v �w0 45 11 II 34 N OS t0 M �W 2d' 2D' 14.5' J 14.5'u O �+�jn 3 TYP ❑ tTYP TYP . . . .o.�w t_ ROAD NM N M (SEE 4) N rn 'SHEET 5EE moor ON m, s12 S S t3 S S- r Ffl TYP 1 6 5 4 3 2 1 ❑3 UN I I I I Sµ4 S S 15 S ——N8F3_T17"W ~ �- r7;7r- JITY"' 4 7 377_�----+ 3 �8�SmP 40 41 PHASE 2 0 42 :µJ34' 20' z0' EXISTING a S s 18 S b u N s 17 s S II 1178 r ra - —�— � m I �j.f ' 1 N 6 TYP 31.42' I. 31.42' �I L.�311 42' C2 VERTICAL CURVE I n0. o + C51 i _ 2 14.5' 14.5 14.29' Ila zx y TYP TYP 1Um d'N ¢co mo w� ��o ¢N mm wo 3 3 o � CL mr 1 30.10' U v �w0 45 11 II 34 N OS t0 M �W 2d' 2D' 43 44 45 46 47 O �+�jn Exls yc R� CHEVALIER .'. . . . .o.�w . . . . ROAD NM N M (SEE 4) N rn 'SHEET 5EE moor ON m, +. .� .............................. ................M + .� + r a� + PITCHER VIEW 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 47.02' M1 901101 U 11 N U 2 1 m e,j W m p. 50' M 0 f 31.42' I. 31.42' �I L.�311 42' C2 VERTICAL CURVE I n0. M + ON CURVEONI CURVE 44'24'55° 14.29' C4 Ila zx UIQ 1Um d'N ¢co mo w� ��o ¢N mm wo Um Mcn CL mr U w 30.10' am �w0 +. 11 II N OS t0 M �W M O M C; O �+�jn O ........... . . .'. . . . .o.�w . . . . NM N O} M fo+ . N + UU ��-a.o m, +. .� .............................. ................M + .� + r a� + 'J- G ND LE N +z EXF577N GROU PROF? 0 CE 7ERUNE . EXf5DNG GROUND PROFILE 0 CENTERLINEI 47.02' M1 901101 U 11 N U 2 1 m e,j W m p. 1 � M ci N f 31.42' 90'00'00" C6 C2 J 197.06' 268'49'50" M + 35.00' 27.13' 44'24'55° 14.29' C4 30.00' 47.02' U ------- -------------- ----.h<....:...:344 30.00' n N 4 2 I I 0 R'WU CO ^ yltl U m p. M o U N K OJ MM f 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' U 29.90' C5 30.00' 47.23' 9071'56" 30.10' U �-Ci +. 11 II MO+ I M O� ra ± ± ........... . . .'. . . . .o.�w . . . . . . . 'J- G ND LE N +z EXF577N GROU PROF? 0 CE 7ERUNE . ------------------_ ------_____--- -------------T__T--------------------------�---------- M. __-_---__------................... -- .- .- .----_--_- . _------- _--- -------- ___� �i .i:.......:3µ4 HORIZONTAL: 1"=40' VERTICAL: 1"=2' t•L•p39 e:P.LY _ _ I - ?)s-3 "I I s r - COB RECORDS N0. Land Surveying r7 M CD O w Z H 0 UO O o !n U, C O G J O U p O _CD Of m r r ¢ N cp N O w ^^ O Y m DO my 0 �z �o N v��oNr o DO �¢<pk m o Q z O L� J N U (n Z z Z Q WQ Y �H oc) =W 0 z0 Y) r W U YQ �:E ��: W= Z W Ld WD Z >> 00 0� a- W �Lc)q �U Q N W W _ U� L� W W U 0 W Q W ry W Y H Q (n M W O } U Z O F- W D_ U H (n H p U W H � W O W � Z W (n SHEET 8 OF 10 SHTS. CURVE TABLE CURVE RADIUS I LENGTH DELTA ITANGENT 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' 9071'56" 30.10' HORIZONTAL: 1"=40' VERTICAL: 1"=2' t•L•p39 e:P.LY _ _ I - ?)s-3 "I I s r - COB RECORDS N0. Land Surveying r7 M CD O w Z H 0 UO O o !n U, C O G J O U p O _CD Of m r r ¢ N cp N O w ^^ O Y m DO my 0 �z �o N v��oNr o DO �¢<pk m o Q z O L� J N U (n Z z Z Q WQ Y �H oc) =W 0 z0 Y) r W U YQ �:E ��: W= Z W Ld WD Z >> 00 0� a- W �Lc)q �U Q N W W _ U� L� W W U 0 W Q W ry W Y H Q (n M W O } U Z O F- W D_ U H (n H p U W H � W O W � Z W (n SHEET 8 OF 10 SHTS. ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. © CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST 3. ® CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN ASBA CASE 'A" AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. ® 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 95% MAX. DENSITY, TO A DEPTH OF 1') ❑5 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) ❑7 INSTALL (2) 4" SON 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- FLOWUNE STATION K1:1 Lite LSI PITCHER VIEW COURT (SEE SHEET 8) im NA O INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. 0 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. tea. EXISTING UTILITY POLE 0 SEWER MANHOLE © SEWER CLEANOUT ® STORM DRAIN MANHOLE -- RIGHT-OF-WAY SEWER STORM DRAIN ---�- EXISTING EDGE OF PAVEMENT 31 0 5 + JAMES VALLEY M F'b COURT (SEE SHEET 7) 30 3 I�I II �I 19 4 S ST2f3 S I 12+69.00 N00'27'43 E I TEMPORARY ROWAGE & DRAINAGE ST TO THE N EASEMENT Bd� CITY OF BAKERSFIELD PER W 20' 20' 70' DOC. NO. ______ O.R. rl Q 7 18 a M M PHASES 1-2 15 16 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 I� 3142' X31.42' .� ON CURVE O U � OI N CURVE wM� < 0 M M 00 M a �. ........................+ E*171VO GROUND PROFILE ®.OENTERLCNE 344 ............: ]---- N M S 15 0 LIBERTY RIDGE COURT (SEE SHEET 6) I 11 I Ul II I Vl I- 30 Pie] w 31.42' X31.42' � ORI CURVE 1 0 V DELTA OI N CURVE wM� I 20.00' �M 1 90'00'00" M •i �. I O ON .�CURVE- --I-ON CU RVC-------- 344 arn .moo.... p. . m N ........................................ .............. 342* ...:...........:. d_-_:... ... .......................:... b--�.10� +0:20 ...:...: + . ,." ...:...:...:...: 342 0.20%. + 3 L51 +0.64% 342.02 `OENGN FLONE /NE PROFCCE . . ... .... . . PESCGN ROKINC PR�/CEJ. f . BIr347.64. . I PI -341-.89 ... . ... . ... ... .. ..... . .... .... . ... . ....... . . . 12+49 00 . - 112+89.00 .26 +07 CROSS-CJMi 340 :...:...:.......... ........ I........................:...: .: ... ........................................................340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE CROSS -GUTTER X31.42' I RADIUS I LENGTH DELTA OI N CURVE Cl I 20.00' 1 31.42' 1 90'00'00" M 31.'�42 �. I O M O M m W v I O O ............... pO .< U41�i+. +. . EXISTING GROUND PROFILE ®.GENTERLCNE r io _ 31.42' ON CURVE 31._42' -' ---- -CURVE . �� f. rty � NON . CROSS -GUTTER CURVE I RADIUS I LENGTH DELTA TANGENT Cl I 20.00' 1 31.42' 1 90'00'00" M 31.'�42 �. I .................. I..... WI.f.... �wI:........ 344 342 .................. L__:. -0,07 { +uo% ...:...:... ". .:...:...:...:342 . . _0.20%. 3 1.51 '+0.64% 342.02 `-OE57GN ECONUNE PR66LE . ......... . ... .. .... ...OESLGW.FCONUNE PRO`✓LE. : PI -347.64. P=34P.89. . _G 112+89.00: 2+49.00 +0.26% CROSS U1TfR 340........:...:...................:...:...:...............................:...:...:...:...........:...............:...:...:...:...:.......:340 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE �—z HORIZONTAL: 1"=40' VERTICAL: 1"=2' CURVE TABLE CURVE I RADIUS I LENGTH DELTA TANGENT Cl I 20.00' 1 31.42' 1 90'00'00" 1 20.00' Land �VIQI 9Ld 4� _J Q � 0 c0 6�F._ H— Z U W 05 9 z U Exa.l3.F} ik O L� W J Q N U C/-) � Z LIQ z W Z Q �W �> �� Y O=w L O Z� W YQ w= z :�iO w� wm > >z U0 rQ U O : 4CA.4 DMw A- w r LL i F— � PNnse � W 0 Q cn m O U �VIQI 9Ld 4� _J � 0 c0 6�F._ H— U W 05 9 z U Exa.l3.F} ik W SHEET Il -7d53 P�!<r COB RECORDS No. 9 OF 10 s rs.