Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
1.1-7253 Ph 1 & 2
N1m aw wool WWIKS DIRECTOR, CITY OF BAKERSFIELD APPROVED 12,16 11-7 PUBLIC r B WORKS iw DitOR, CITY O B A R , NICOLAS FIDLER C 61069 7253 PHASF.S 1 AND 2 BAKERSFIELD, CALIFORNIA 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 FU164 ELEVATION = 349.00 (U.S.G.S. DATUM) BASIS ARIN 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 lmkAAP- QUANTITIESESTIMATED O. ■ i CHECK AND INSPECTION FEE CALCULATIONS. NOT • BE r FOR BIDDING PURPOSES. STREETS -- STREETS PHASE 1 PHASE 2 TOTAL ARTERIAL STREET 922 LF EAST HOSKING AVENUE 922 LF w 17,692 SF w SF 17,692 SF McKEE ROAD 751 McKEE ROAD 575 36 1,326 31 0.30' A.C./0.50' A.B. (CHEVALIER RD) 27,032 SF 28,608 w 55,640 SF LOCAL STREETS 1,392 > 2,025 LF 3,417 LF 0.20' A.C./0.40' A.B. 50,677 SF 0 SF 129,823 SF 6" CURB AND GUTTER 3,169 PROJECT I T TAFTIiIGHWAY LF 7,799 LF 6" THICK DRIVE APPROACH 3,520 F-- 5,280 SF 8,800 SF 4" THICK SIDEWALK 13,725 0 15,287 SF m SF cnry 0 z LF 0 LF 145 LF SURVEY MONUMENT ENCASEMENT 7 EA 1 ROAD EA 14 6 STANDARD STREET NAME SIGNS 3 EA 4 EA 7 EA w = 3 EA -N- 0 5 EA Q � w 0 4 EA 6 z ry 10 EA = V) 4 EA 8 EA 12 EA STREET LIGHTS (5800 LUMEN) v EA 5 EA 9 U STREET LIGHTS (9500 LUMEN) 2 EA 1 EA 3 EA VICINITY lmkAAP- QUANTITIESESTIMATED O. ■ i CHECK AND INSPECTION FEE CALCULATIONS. NOT • BE r FOR BIDDING PURPOSES. STREETS -- STREETS PHASE 1 PHASE 2 TOTAL ARTERIAL STREET 922 LF 0 LF 922 LF 0.45' A.C./0.95' 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 LF 0.20' A.C./0.40' A.B. 50,677 SF 79,146 SF 129,823 SF 6" CURB AND GUTTER 3,169 LF 4,630 LF 7,799 LF 6" THICK DRIVE APPROACH 3,520 SF 5,280 SF 8,800 SF 4" THICK SIDEWALK 13,725 SF 15,287 SF 26,105 SF TYPE "M" MEDIAN CURB 145 LF 0 LF 145 LF SURVEY MONUMENT ENCASEMENT 7 EA 7 EA 14 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 WHEEL CHAIR RAMPS 4 EA 8 EA 12 EA STREET LIGHTS (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 T 1,840 LF 387 LF 2,227 LF STRIPING 4,419 LF 1,441 LF 5,860 LF AC REMOVAL (TAFT HIGHWAY) 4,518 SF 0 SF 4,518 SF AC REMOVAL (CHEVALIER ROAD) 7,375 SF 7,152 SF 14,527 SF LEGEND CL- CENTERLINE D WY- DRIVEWAY FL- FLOWLI N E 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 �HEET Ng. INDEX TITLE SHEET GENERAL. NOTES & DETAILS TAFT HIGHWAY CD CHEVALIER ROAD HEATHER MEADOWS DRIVE LIBERTY RIDGE COURT CD JAMES VALLEY COURT PITCHER VIEW COURT 9 GARETT CANYON DRIVE 10 TAFT HIGHWAY -CHEVALIER ROAD PAVEMENT TRANSITION PLANS GEND ENGINEER'S STATEMENT SHEET INDEX NUMBER rr CERTIFY THAT THESE1 1 i SPECIFICATIONS , i OF HEREBY PLANS DIRECTION OF DRAINAGE B. i ORDINANCES, i,ri i DESIGN CRITERIA, i THAT THEY INCLUDE CONCRETE MONUMENT r• rr OF THE • r REVIEW• BOARD ALL IMPROVEMENT r OR ADVISORY EXISTING STREET NAME SIGN I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY 5800 LUMEN STREET LIGHT ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, i ° ' i OR DESIGN 9500 LUMEN STREET LIGHT rs, i r ry ENCOUNTERED DURING .r. rr CORRECTED CRITERIA CATCH BASIN wr/NUMBER , i ALL SUCHsr, SHALL REFLECTED . REVISED OR CONSTRUCTION CORRECTIONS PROPOSED STREET NAME SIGN AS-BUILTPLANS a BE SUBMITTED TO THE CITY ENGINEER. 46 47 X< wRY N s I U) c 053952 rn .. f W GREGORY AACK RCE 53952 DATE: 0 W EXP.31/2017 Op CALWr AN OPEN STREET PERMIT SHALL BE OBTAINED BAKERSFIELD PUBLIC ZW .i ... .r.i ACCEPTED WORKS DEPARTMENT ,- ANYO» PERFORMED W� RIGHT OF WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED .r•i ENGINEER'SESTIMATE • r THE .. PERFORMED . •.i RIGHT OF AN APPROVEDWAY W= W n- rOi i PRIOR AND s 1 REQUIRED SHALL BE PROVIDEDTO ISSUANCEr 111= _ > OT THE LANDSCAPE AREAS ARE TO BE DESIGNED AND GRADED TO MINIMIZE EXCESS O LANDSCAPE DRAINAGE ACROSSi O' THOSE AREAS OVER �HEET Ng. INDEX TITLE SHEET GENERAL. NOTES & DETAILS TAFT HIGHWAY CD CHEVALIER ROAD HEATHER MEADOWS DRIVE LIBERTY RIDGE COURT CD JAMES VALLEY COURT PITCHER VIEW COURT 9 GARETT CANYON DRIVE 10 TAFT HIGHWAY -CHEVALIER ROAD PAVEMENT TRANSITION PLANS GEND ® SHEET INDEX NUMBER --� DIRECTION OF DRAINAGE 0 CONCRETE MONUMENT + EXISTING STREET NAME SIGN 5800 LUMEN STREET LIGHT 38 9500 LUMEN STREET LIGHT CB#12 CATCH BASIN wr/NUMBER + PROPOSED STREET NAME SIGN 1/I z CB#1 0 ry F= - AP_ 37 38 39 40 41 42 43 44 45 46 47 KEY MAP. SCALE: 1'=200' I mi UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG Palmetto Engineering Faua�su&eying W, 1 OF 10 SH TS. z z 0 ry F= - 0 n- W Lj__ C) I - -- Q U N U U) 0 z z ry z Q W n 0 W � I-- ZW U W� V) �Q �w W= W n- z 111= _ > CL'( O � � ryLna �F- < N W U () r LljW d ry w ry Q m 0 H U 1 OF 10 SH TS. z 0 F= - n- W C) I - -- U F- 0 W I-- W 0 W ry 0- (!� 1 OF 10 SH TS. 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 SHALLBE MADEHEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY !- CITY EASEMENTS SHALL B. IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT 'i' •' STANDARD SPECIFICATIONS DATED ! ! . THESE STANDARDS,DRAWINGS AND DETAILS SHALL• i ! A PARTOF t THE CONTRACTOR SHALL OBTAIN A COPYFOR 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 ACCEPTED STREET • SECURED BY X 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 ! ISSUANCE OF y i 24 HOUR NOTICE: PRIOR r!r • START OF ANY PHASE ! CONSTRUCTION, 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 DRAWINGS SHALLHAVE PRECEDENCE OVER r 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 ! ALL UTILITIES PRIOR ! 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 NECE° FOR ' COMPLETE AND FUNCTIONAL rwlr ! ALL •' DEFECTIVE IN ITS CONSTRUCTIONOR DEFICIENT IN ANY OF REQUIREMENTS OF DRAWINGS r SPECIFICATIONS SHALLREMEDIED, !- REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKINGBASED • • PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNE OR CONTRACTOR SHALL• r OFFICIAL IN WRITING AS • THE CHANGEOF ENGINEER RESPONSIBLE r•rr CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FO •: SITE CONDITIONSDURING THE COURSEOF • • OF •••INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTIO 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 FRO THE SOLE NEGLIGENCE OF • r OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PARTOF DRAWINGS SPECIFICATIONS OR FINDS DISCREPANCIES OR OMISSIONS FROMDRAWINGS, SUBMIT A WRITTEN REQUEST •r AN INTERPRETATION OR r CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE • w PROJECT. 14. PALMETTO ENGINEERING AND LAND SURVEYING WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF 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 RESTA QQQ STREET IMPROVEMENT NQTES 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 : r / ALL - HAVE ! USING i MINIMUM - VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING i j LOWER ■VALUE OF ACTUAL PLACE MATERIAL, rA 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 OF •• BELOW FINISH GRADEON • TO AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM LIP OF GUTTER TO . OF GUTTER. ADDITION, !!• .y COMPACTION , !a• OF NOT LESS THAN •!• 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 SHALLBE THE RESPONSIBILITY OF DEVELOPER. 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 X MAXIMUM WATER/CEMENTRATIO OF !i 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE PROVISIONS r!i, it FOG SEAL IN SECTIONiSEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY r DIRECTED #! w ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER • PROVIDE ' TIE INTO EXISTING STREET PAVEMENT. SEWER11. LATERAL LOCATIONSO BE STAMPED INTO THE CURB♦ 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 i rrit PRICE s i! THIS ITEM SHALL BE r ! 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 #yr r r WATER,16. SEE STORM -DRAIN, wt•X # ! SEWER IMPROVEMENT r y •• • r IMPROVEMENTS / ARE A PART y i • PROJECT. COB ASPHALT CONCRETE P8VING NOIE 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE : (MODIFIED) FOR LOCAL STREETS AND SHALL CONFORMTO THE PROVISIONS IN SECTION 39, "ASPHALT CONCRETE," OF THE CAL TRANS STANDARD SPECIFICATIONS X•' 1 ! SPECIAL !•• • 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 •i • SECTION• ! "AGGREGATE," iy • STANDARD ryr! !j•• / MAXIMUM, MEDIUM GRADING. ! r # , r-' • i r • • ! i' • rX ! X� X • w ! .r is • r X • ii A• ! • • al !w . X r •r ! • rr � s, r X r,» n it • . y ii#♦ ! :i .! :- l - a �-, # ! • a - X ! i X • X • ' !i • # ! ' X ! '' ! � # ! r r • r j � � r A ! r' ! k w• ! a w a X � a s' i a �' 1- X • !• - X �• r X- a A� �' X - ! X i` •i • i � # w dry r,! y! X • # # Ai � r jr • • ! •' • • • • • # • .Xr Xr t # ■ r r � • • i '' i � "► j w i r w z o o cal cagy 014.5' 14.5' i TYP. TYP. I �- 7' TYP. 22' TYP MOU CITY STANDARQPLATE 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 QALTRAN5 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION RIGHT-OF-WAY VARIES 55-65' FL VARIES 10' 45.4'-55' 10 VARIES_ a_ 19'±-30'± w VARIESx w SAWCUT 2' TO NEAT VERTICAL 2, FACE, OR AS DIRECTED BY CITY 2' ENGINEER 1.5%-3.4%- 00 6' PROPOSED Lz LANDSCAPE LOT BLOCK WALL ' MIN. LANDSCAPE o AREA ,m m 0 V m 2> 2' 4 rGRADE 0 2:1 Nlar�`"��►aai�cr► `#"r vw `i1'r #'i �ti ♦ -.ijlu..�` iwl TYPE M-1 MEDIAN CURB -j W/ 5.5' WIDE SIDEWALK COMPACT r , ! r CURB, (WHERE OCCURS) GRADE 0 8:1 AND SIDEWALK (TYP.) 6" MIN. •*.yr - r (SEE PLAN VIEW FOR STRUCTURAL SECTION) TO 90% MAX. DENSITY. t rA---N� • � t TYPICAL 1 1 HIGHWAY SECTION !! NOT • SCALE ST ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ® ST -17 WiDE CROSS -GUTTER CL ST -2 COMMERCIAL DRIVEWAY ® ST -2 DATED 6/2/99 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") TRACT ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS 45' RIGHT-OF-WAY ST -7 DATED 12/13 RESIDENTIAL DRIVE APPROACH ❑ ST -20 PRIVATE STREET GATES Zry LLJ ST -5 HOUSE NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD o =W ST -6 DATED 1/11/99 PAVEMENT PATCHES FL ST -22 DATED 1/11/99 TRENCH BACKFILL AND COMPACTION REQUIREMENTS x w ST -7 CROSS -GUTTERS ❑ D-10 SIDEWALK UNDERDRAiN 0O ST -8 26 INCH PART CIRCLE CULVERT ® D-11 DRAINAGE BASIN 7z ST -9 STREET SPECIFICATIONS ® D-14 CATCH -BASIN, TYPE "A" WW Wz ST -10 STREET SECTIONS ❑ D-15 CATCH -BASIN, TYPE "A-1" El ST -10A STREET SECTIONS ® D-16 GUTTER DEPRESSIONS GUTTER ST -11 STREET CROSS SECTIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION PLANS) TO 90% MAX. DENSITY. ST -12 ALLEY CROSS SECTION ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS CONSTRUCT MIN. 0.30' A.C. PAVING OVER ST -13 SURVEY MONUMENT ® T-1 STREET SIGN, POST TYPE ST -14 "STREET LIGHT, MAST ARM TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION 11=6.0 R=35 ST -15 CUL-DE-SACS ® T-12 MINIMUM ACCESS DESIGN ST -16 STREET KNUCKLE ® T-34 DATED 09/99 TRAFFIC SIGNAL INTERCONNECT - WRING "FIBERGLASS STREET LIGHTS NOT ALLOWED AND PULL BOXES QALTRAN5 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION RIGHT-OF-WAY VARIES 55-65' FL VARIES 10' 45.4'-55' 10 VARIES_ a_ 19'±-30'± w VARIESx w SAWCUT 2' TO NEAT VERTICAL 2, FACE, OR AS DIRECTED BY CITY 2' ENGINEER 1.5%-3.4%- 00 6' PROPOSED Lz LANDSCAPE LOT BLOCK WALL ' MIN. LANDSCAPE o AREA ,m m 0 V m 2> 2' 4 rGRADE 0 2:1 Nlar�`"��►aai�cr► `#"r vw `i1'r #'i �ti ♦ -.ijlu..�` iwl TYPE M-1 MEDIAN CURB -j W/ 5.5' WIDE SIDEWALK COMPACT r , ! r CURB, (WHERE OCCURS) GRADE 0 8:1 AND SIDEWALK (TYP.) 6" MIN. •*.yr - r (SEE PLAN VIEW FOR STRUCTURAL SECTION) TO 90% MAX. DENSITY. t rA---N� • � t TYPICAL 1 1 HIGHWAY SECTION !! NOT • SCALE ST Q ST FUTURE PROPOSED BLOCK WALL RW CL RW (BY SEPARATE PLANS) O n- TRACT L� 3' LANDSCAPE ry 45' RIGHT-OF-WAY 45' RIGHT-OF-WAY 7253 LOT I-- < Zry LLJ 1 20' 20' 110' WIDE IRRIGATION MAIN 8' LANDSCAPED AREA W C) o =W EASEMENT BY SEPARATE FL x w x w INSTRUMENT = 11' 34, 2' 2', (GRADE @2:1 0O 6" TYPE "B" CURB &GUTTER a- 8'f ' 8'f o- 4 2' W/ 5.5WIDE SIDEWALK 7z WISHED PAD J-. 1 I 2 , 27, TYP MAX,, x w *1.5%--3.4% x w I „ 30 COVER (MIN) WW Wz Q IJ_ ryW 0 .ti. Q _ V l m GRADE LINE PROPOSED 18" IRRIGATION COMPACT UNDER CURB, GUTTER SEE C.O.B. STD. DWG. O MAIN (BY SEPARATE AND SIDEWALK (TYP.) 6" MIN. ST -11 FOR SLOPE PLANS) TO 90% MAX. DENSITY. PARAMETERS C._,) 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 11=6.0 R=35 r �to] mr 11110-197.311 RW CL 30' 30' 10' -- 20' 20' 10' 2' TYP. .557 347 2' TYP. 1.5% -- • • l 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. Mel -an _'i-" Palmetto Engineering Land Surveying WE ice^ -' �r � •• i Q z t� _O O n- W L� Q ry F- _ U I-- < Zry LLJ 1 Q n (- � W C) ice^ -' �r � •• i 2 OF 10 SH TS. Q z t� _O O n- W L� Q ry F- _ U I-- < Zry LLJ LLJ � Q n (- � W C) o =W W� � Q �Q W= >(� 0O (�}0 U Cy ryIn o 7z <N W W -J < I-- � V) WW Wz Q IJ_ � VI__ ryW 0 (- Q _ V l m II O C._,) 2 OF 10 SH TS. z _O n- W ry F- _ U I-- to W � � U I- ^Li J W (�}0 Tw 1_.l 2 OF 10 SH TS. CONSTRUCTION NOTES FL FLOWLINE STATION 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CL CENTER LINE M2 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. -<9- INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. WHEELCHAIR RAMP DETAILS ON SHEET 2. + INSTALL STREET NAME SIGN PER CITY STANDARDS. ® SPARE SNS -METRO EXISTING SURVEY MONUMENT - PROTECT IN PLACE. Rfl SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND m SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. I 160, EXISTING UTILITY POLE ® CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER O SEWER MANHOLE C.O.B. STD. T-34. © SEWER CLEANOUT M INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ® STORM DRAIN MANHOLE ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 - ----- RIGHT-OF-WAY ® SPARE S SEWER Fl_0TII SPARE w STORM DRAIN c`�® T TRAFFIC SIGNAL INTERCONNECT ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W - R26(CA) N NO PARKING ANYTIME EXISTING EDGE OF PAVEMENT ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. N BIKE LANE 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 CITY STANDARDS. ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) — — — — -- m — V) Q to >_ 7 o o ® r_ 0 04 W3-3 CURVE TABLE ■! YELLOW DIAMOND OBJECT ■ OM2 -1 V N TYPE II VERTICAL OBJECT I SEE � mllr mom , .mini n SNS I SEE -- EXISTING RIGHT—OF—WAY NOTE I EXISTING CURB, GUTTER & SIDEWALK --------------------------------------� °..— ....,,,,,e,",✓s�..,..�,�,.���-- N...�uw....t...-� ..,-*'; ,.,:,° ,.mom..:. -�<_ '.:::-�. „�,.,;.����..;��� :�-�` EXISTING MEDIAN-j --EXfSTING — Lo Lol EXI TING IRRIGATION MAIN (SEE IRgIGA_nON DITCH PLANS i FOR EXTENSION) V) Li -i W (il .-J w , - YELLOW DIAMOND OBJECT MARKER OM2 -1 V N TYPE II VERTICAL OBJECT I SEE � mllr mom , .mini n SNS N STREET NAME SIGN l SNS -METRO i ,. IIII :zz� R1-1 m Q I 160, I I i I N I cI I I I', .L'.. n F- R4-7 am DIVIDED ROAD R5-1 N i i I f v I SEE -- EXISTING RIGHT—OF—WAY NOTE I EXISTING CURB, GUTTER & SIDEWALK --------------------------------------� °..— ....,,,,,e,",✓s�..,..�,�,.���-- N...�uw....t...-� ..,-*'; ,.,:,° ,.mom..:. -�<_ '.:::-�. „�,.,;.����..;��� :�-�` EXISTING MEDIAN-j --EXfSTING — Lo Lol EXI TING IRRIGATION MAIN (SEE IRgIGA_nON DITCH PLANS i FOR EXTENSION) V) Li -i W (il .-J w , r� ' UJ IU (FUTURE) rt EXISTING IRRIGATION DIICH TO- NOTE "A". WNm uj o a (SEE SHEET 5) o SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING +0 to ry — + ®+ + (41 L.F.t) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT C' m °- w = w `� �'. LIMITS OF REMOVAL WITH CITY ENGINEER. 1 - NOTE NOTE "B" SEE TAPER "A" TABLE LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFIELD TO BEr r 1' A %E.3 E DEDICATED ON FINAL MAP. NOTE 99C99 HORIZONTAL: 1"=40t 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY WAY VERTICAL: 1 "=2' SEPARATE INSTRUMENT. 11AF I n lu NOTE 99D99e CONSTRUCT MIN. 0.45' A.C. PAVING OVER PROPOSED PRIVATE IRRIGATION MAIN —SHOWN FOR REFERENCE ONLY (SEE MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) COMPACTED TO 95% MAX. DENSITY NOTE "E": TI=9.0 R=35 47.23' 47.5T RELOCATE EXISTING POWER POLE ON CURVE I F ON CURVE ' a- 'N � c9 m © w Lo moo mLri ty m: tr- tet -to M r7Lo %L_01><- � Lo <ui O U-) m M ffikAtr Fok TK flUMM I i P`° Z W ® cV Lo GL' (05 S P� z to W U to W W .} . Q . C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 �—. cel 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRGUND PROFILE 0 FL 46YL/NE . . . . . . . . . . . e . . . . . . . . . . I !.��� .. .�.- .\ . . . . . . e . . . . .. . . . • . . . . . . . . . . . . . . . . e . . . . . . . . . . . (-0.20%) -_ `0.1 1% . `-_-� --. "'1'k' 0346 EXISTING FLOWLINE PROFILE (1 `�.2®�' "''"'°.80... ` �~ I' AU;7JRt �L0 1NE f'PORLE' • I fnES1GN FL 01 111 r •PROFILE a' 809; ® I i1 I ° . . . . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,'.J. . . . . . . ° . . . . . . . . . . . . . 10+ 1 ��'� 14+00 PROFILESOUTH FLOWLINE REMOVE EXISTING -1 CHANNELIZERS. EXISTING MEDIAN —wry 14 OBJECTREMOVE EXISTING U-). im —------------- —SNS - INSTALL CHANNELI 1. TRAFFIC y rr PAVEMENT * RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD y r i1• FOR PUBLIC WORKS i• ♦♦ 1 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISEDPAVEMENT / r r SHALLBY PRIED i AND ANY REMAINING RESIDUE REMOVED BY WET SANDBLASTING.ALL SANDBLASTED AREAS 1. i iVERED BY OVERLAOR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION,DATED JANUARY2010. 5. ALL POSTS SHALL PER STANDARD it APPROVED ` 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC • • TO SECTION 84 OF THE STATE STANDARD r SPECIFICATIONS rWHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD - • PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, rr . ..... PAVEMENT 1 MARKINGS SHALL FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE,BETWEEN OF .. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN ! WHICH IS DAMAGED DUE TO THE CONTRACTOR'SOPERATIONS SHALL BE REPLACED CONTRACTOR'S EXPENSE. INSTALLINSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER INC)INDICATES DETAIL NO. ON STANDARD PLAN. AS SHOWN. o REMOVE • y PAVEMENT MARKINGS AND/OR .y STRIPING r CONFLICT i r i (TYPICAL). m PAINT MEDIANi • ARROWINSTALL TYPE IV(R) WHITE LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. r.i 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. EXISTING 7 12+— 52.00 /-EXISTING 21 EXISTING 21 13 14 15 16 17 18 19 i T - �. SIGN LEQEND F—] EXISTING SIGN TO REMAIN. 6j INSTALL NEW 1 POST U INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. Q RELOCATE EXISTING SIGN. y, REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -9- SIGN LOCATION SIGN CODES OM1 -3 I III "C" YELLOW DIAMOND OBJECT MARKER OM2 -1 V N TYPE II VERTICAL OBJECT I SEE NOTE I ( Z n SNS N STREET NAME SIGN l SNS -METRO i ,. IIII :zz� R1-1 m Q I 160, I I i I N I cI I I I', .L'.. n F- R4-7 N DIVIDED ROAD R5-1 N i i I f v M z o 10' 20' 20' 10 Lo ��-; R7-9 w j o I (I I c`�® cam ui m W - R26(CA) N NO PARKING ANYTIME W W R81 N BIKE LANE �-- W1-6 (R) N ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1-6 (L) N ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) r• m Z V) Q to >_ N o ® r_ 0 04 r� ' UJ IU (FUTURE) rt EXISTING IRRIGATION DIICH TO- NOTE "A". WNm uj o a (SEE SHEET 5) o SAWCUT AND REMOVE EXISTING CURB, GUTTER, SIDEWALK AND LANDSCAPING +0 to ry — + ®+ + (41 L.F.t) AND CONSTRUCT NEW IMPROVEMENTS AS SHOWN. VERIFY EXACT C' m °- w = w `� �'. LIMITS OF REMOVAL WITH CITY ENGINEER. 1 - NOTE NOTE "B" SEE TAPER "A" TABLE LANDSCAPE LOT IN FAVOR OF THE CITY OF BAKERSFIELD TO BEr r 1' A %E.3 E DEDICATED ON FINAL MAP. NOTE 99C99 HORIZONTAL: 1"=40t 10' WIDE PRIVATE IRRIGATION MAIN EASEMENT TO BE DEDICATED BY WAY VERTICAL: 1 "=2' SEPARATE INSTRUMENT. 11AF I n lu NOTE 99D99e CONSTRUCT MIN. 0.45' A.C. PAVING OVER PROPOSED PRIVATE IRRIGATION MAIN —SHOWN FOR REFERENCE ONLY (SEE MIN. 0.95' CRUSHED AGGREGATE BASE OVER MIN. 1.10' NAT. GRD. IRRIGATION PLANS FOR DETAILS AND DIMENSIONS) COMPACTED TO 95% MAX. DENSITY NOTE "E": TI=9.0 R=35 47.23' 47.5T RELOCATE EXISTING POWER POLE ON CURVE I F ON CURVE ' a- 'N � c9 m © w Lo moo mLri ty m: tr- tet -to M r7Lo %L_01><- � Lo <ui O U-) m M ffikAtr Fok TK flUMM I i P`° Z W ® cV Lo GL' (05 S P� z to W U to W W .} . Q . C4 . . . . . . . . . . . . . . . . . . . . . . . . . . . 00 �—. cel 348 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .r+ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRGUND PROFILE 0 FL 46YL/NE . . . . . . . . . . . e . . . . . . . . . . I !.��� .. .�.- .\ . . . . . . e . . . . .. . . . • . . . . . . . . . . . . . . . . e . . . . . . . . . . . (-0.20%) -_ `0.1 1% . `-_-� --. "'1'k' 0346 EXISTING FLOWLINE PROFILE (1 `�.2®�' "''"'°.80... ` �~ I' AU;7JRt �L0 1NE f'PORLE' • I fnES1GN FL 01 111 r •PROFILE a' 809; ® I i1 I ° . . . . . . . . . ° . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,'.J. . . . . . . ° . . . . . . . . . . . . . 10+ 1 ��'� 14+00 PROFILESOUTH FLOWLINE REMOVE EXISTING -1 CHANNELIZERS. EXISTING MEDIAN —wry 14 OBJECTREMOVE EXISTING U-). im —------------- —SNS - INSTALL CHANNELI 1. TRAFFIC y rr PAVEMENT * RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD y r i1• FOR PUBLIC WORKS i• ♦♦ 1 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISEDPAVEMENT / r r SHALLBY PRIED i AND ANY REMAINING RESIDUE REMOVED BY WET SANDBLASTING.ALL SANDBLASTED AREAS 1. i iVERED BY OVERLAOR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION,DATED JANUARY2010. 5. ALL POSTS SHALL PER STANDARD it APPROVED ` 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC • • TO SECTION 84 OF THE STATE STANDARD r SPECIFICATIONS rWHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD - • PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, rr . ..... PAVEMENT 1 MARKINGS SHALL FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE,BETWEEN OF .. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN ! WHICH IS DAMAGED DUE TO THE CONTRACTOR'SOPERATIONS SHALL BE REPLACED CONTRACTOR'S EXPENSE. INSTALLINSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER INC)INDICATES DETAIL NO. ON STANDARD PLAN. AS SHOWN. o REMOVE • y PAVEMENT MARKINGS AND/OR .y STRIPING r CONFLICT i r i (TYPICAL). m PAINT MEDIANi • ARROWINSTALL TYPE IV(R) WHITE LANE AS SHOWN. INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. r.i 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. EXISTING 7 12+— 52.00 /-EXISTING 21 EXISTING 21 13 14 15 16 17 18 19 i T - �. SIGN LEQEND F—] EXISTING SIGN TO REMAIN. 6j INSTALL NEW 1 POST U INSTALL NEW 2 POST SIGN. INSTALL NEW SIGN ON EXISTING STREET LIGHT STANDARD. Q RELOCATE EXISTING SIGN. y, REMOVE EXISTING SIGN (SALVAGE TO CONTRACTOR). -9- SIGN LOCATION SIGN CODES OM1 -3 N YELLOW DIAMOND OBJECT MARKER OM2 -1 V N TYPE II VERTICAL OBJECT MARKER OM4-3 RED DIAMOND OBJECT MARKER n SNS N STREET NAME SIGN SNS -METRO N METRO STREET NAME SIGN R1-1 N STOP SIGN R3 -5(R) N RIGHT TURN ONLY R4-7 N DIVIDED ROAD R5-1 N DO NOT ENTER Z R6 -1(R) N ONE WAY (RIGHT) LiJ R7-9 N NO PARKING BIKE LANE ry� R11-2 N ROAD CLOSED W - R26(CA) N NO PARKING ANYTIME W W R81 N BIKE LANE �-- W1-6 (R) N ONE -DIRECTIONAL LARGE ARROW SIGN (RIGHT) W1-6 (L) N ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) W1-7 \O TWO -DIRECTIONAL LARGE ARROW SIGN W3-1 N STOP AHEAD W3-3 N SIGNAL AHEAD W31 (CA) N END NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. � ( o SNS -METRO Lj _fz — —.sas �.--sssssss..oss.�.s—sa -H EXISTING FLOWLINE __. N HEATHER MEADOWS DRIVE (SEE SHEET 5) _._ —. _ �— .—.— �_ _ _--_.... --. _._..—� ______.._--._._�. _ -- _ _ _ -FUTURE FLOWLINE SNS OM1 -3 -..�,� ..:.....:...:�.�..... ..:�—_ _ _— — — _ —._— .—.----��._.._ ( NOTE: IF EXISTING STREET NAME SIGN z I IS NOT METRO SIZE, THEN NEW "METRO" SIGN SHALL BE INSTALLED.49' ® 11' 38' � III 20 zo'' EXITING R/W STRIPING AND SIGNAGE PDA N CHEVALIER ROAD STRIPING AND SIGNAGE PLAN (SEE SHEET 10 FOR PAVEMENT TRANSITION PLAN) (SEE SHEET 4) -N- PAVEMENT TRANS11ION PLAN TAFT HIGHWAY (SEE SHEET 10) HORIZONTAL: 1"=40' Im Palmetto Engineering Land Surveying W, 700 II s Q Z z 0 O I -- n W_I U (� q Z CIS z � Q .w r -� n NW O �7< <C 700 II s 3 OF 10 SH TS. Q Z z 0 O I -- n W_I U (� q Z CIS z � Q .� W -� n NW O �7< <C W = Z > C•� o LiJ UI ry �-- ry� Q QN L IJ I`_ W - I- --I CJ W W 0r < f� Li v ry �— �-- < Cf� m LL \O U 3 OF 10 SH TS. Z 0 I -- n W_I (y I-- I-- o W I- LiJ o L,J 3 OF 10 SH TS. QQN51!}L=DQ Q NQIU CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. Fl --ll INSTALL TYPE OM1 -3 END—OF—ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. M CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 12 INSTALL TYPE OM2 -2V END—OF—ROADWAY MARKER PER MUTCD STANDARD, CURRENT EDITION. Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A" AND PER 13 INSTALL TYPE W5-1 WARNING SIGN PER MUTCD STANDARD, CURRENT EDITION. ON CURVE WHEELCHAIR RAMP DETAILS ON SHEET 2. coo ® o U w � ai ® CONSTRUCT TYPE 'M' MEDIAN CURB PER C.O.B. STD. DWG. ST -18. Cfl o z 4 m iC) ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND d- �? (SEE SHEET 7) 00 SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. " 0. N 06 LN ® CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER v m� 0) i1 F- F-� Wa C.O.B. STD. T-34. N ry M v M INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). w M � to � ® CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 +z r� d- d- cfl N M TRANSITION FROM EXISTING MEDIAN CURB HEIGHT AND WIDTH TO 10" AND 9", RESPECTIVELY. M M� r "� < r.m Fl -01 REPLACE MEDIAN CURB, MATCH EXISTING AT SAWCUT LINE AND TRANSITION TO NEW CURB HEIGHT m � ¢ 0 AND WIDTH WHERE INTERSECTS. U ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. t� r7 u� ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. cJ 11 11 ® RELOCATE ALL UTILITY POLES - COORDINATE WITH UTILITY OWNER. 0 w ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, MONUMENT ENCASEMENTS, ETC. � CL TO FINISHED GRADE PER CITY STANDARDS. d O Lo h Lo U v W pW m Ca w Q wu')ul 'm g < x . . w .m . . . . . . . . . . . . . co r'oZ h 00 2 . . . E3.. . . . . . . . . . e . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . p . . . . . . . . . . . . . . . . . . . Z PITCHER VIEW �® w + co m COURT �'Z + (SEE SHEET ) m 6 m FL FLOWUNE STATION CL CENTER LINE INSTALL (LED) STREET LIGHT AS APPROVED BY CITY ENGINEER. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. EXISTING SURVEY MONUMENT - PROTECT IN PLACE. � EXISTING UTILITY POLE 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM DRAIN MANHOLE ®---® RIGHT—OF—WAY S SEWER STORM DRAIN TRAFFIC SIGNAL INTERCONNECT - — — 6�- - EXISTING EDGE OF PAVEMENT FO EXISTING FIBER OPTICS OHE EXISTING OVERHEAD ELECTRICAL 14. 0 0 z 03 11 CP >- Q C6 j W ; ® iii co v a. 0 o V) co to Uuj + 4_ ON CURVE N CURVE coo ® o U w � ai � -� — V+- 4� JAMES VALLEY Cfl o z 4 m iC) COURT + d- �? (SEE SHEET 7) 00 ry mui " 10' WIDE IRRIGATION MAIN SEMENT BY SEPARATE INSTRUMENT 8 10 z 8+45 76 LIBERTY RIDGE COURT 1 (SEE SHEET ) C) tl� DcN 0 7 695 °°✓ >- H CK m W �--- w ¢O �a- J M W cci M o ai 00 + TABLE CP �- N v - ui W ; ® iii 0` i L�l•,i�idl'� CD LL V) co � E—. cn � m ON CURVE N CURVE d � r- � ai o� LIBERTY RIDGE COURT 1 (SEE SHEET ) C) tl� DcN 0 7 695 °°✓ >- H CK m W �--- w ¢O �a- J M W cci M o ai 00 + Z Z 2 (FUTURE) CL CL —L o _ F= - Y -___-__-- $ ------ �3--------------- -- ----- --- --- ------ in -_ --_ -__-- ---- Y ----._. -. ,_ . _.___ ......__. _._ Z 0 .... .... . . EUJI W V) w Z w M o > ¢ o ` 1 (FUTURE) pp .Q _ N N • � _ J tJ� ar w :' 1 .4 9 A d A C :. �'.• :;+•� ,', A /'. � J . . ca o_ ...... _ _.0 _ . N X ry (N X ui XISTING R/Wor"" " H A %om;"AlE %E� 31 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 . HORIZONTAL: VERTICAL: TABLE 47.23' F ICURVE ffal wym awl 11� ui W ; ® iii 0` i L�l•,i�idl'� CD LL V) co � E—. cn � m ON CURVE Z Z 2 (FUTURE) CL CL —L o _ F= - Y -___-__-- $ ------ �3--------------- -- ----- --- --- ------ in -_ --_ -__-- ---- Y ----._. -. ,_ . _.___ ......__. _._ Z 0 .... .... . . EUJI W V) w Z w M o > ¢ o ` 1 (FUTURE) pp .Q _ N N • � _ J tJ� ar w :' 1 .4 9 A d A C :. �'.• :;+•� ,', A /'. � J . . ca o_ ...... _ _.0 _ . N X ry (N X ui XISTING R/Wor"" " H A %om;"AlE %E� 31 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 . HORIZONTAL: VERTICAL: on 11 12 00 1-t ,. 06 - `- � 21 7 R=2000' L=83.98} 8 of 1-11 t� W o6 0- IT H � U) N VALLEYJAMES LIBERTYRIDGE `� m COURT N COURT COURT z ' a m N w + W0) 96 7 69 0iIf - R=2000 ..�. .............. .w ,.u.._. ..,...._... ... .... -L=83.94'--- ... .. _. , .. ... . . N L--83.9 >'11 12 10 PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) W 47.23' F 47_02' ui W ; -► CD LL V) co � E—. cn � m ON CURVE N CURVE d � r- � ai o� (SEE SHEET 3 FOR STRIPING &SIGNAGE DETAILS -NOTES) (no (n o z 4 m � >- cn ®Z d- w mao rn x vin 00 ry mui 00 � w= 0. N 06 LN d- Nus comet v m� 0) i1 F- F-� Wa >- ®` N ry M v Z 0 w M � to � ' r� d- +z r� d- d- cfl N L -Li r-- m M M� r "� < r.m , _i Q ry m � ¢ 0 U u� LL. t� r7 u� 4 cJ 11 11 ® I— 0 w � CL d O Lo Lo d- W .-J _t rd- Ca Q 'm g . . . . . . . . . . . .m . . . . . . . . . . . . . co r'oZ OW. . . . . . e . . . . . . . . . . . . E3.. . . . . . . . . . e . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . p . . . . . . . . . . . . . . . . . . . �® w �'Z + ± ................ ...... cflW �%. 346 UD EXISTING" GROUND PROFILE 9 GENTEr44INE �- EXISTING GROUND f ROF/LE b FLO LINE 00 . . . . . . . . . . . . . . . . . . . . _ _.. r - -� . . .....,.® . . . . . --.. ,- . "'"." ._. - -- . "` o e � o -- - .._ _ - ,-- -- . . . . . . . . . . . . . . . . . ro— — —"'^ --•-- �..�.. —.... —... ®.® �.. ®—. _-- —...—. �— . . --. . a—. . . . . r- -,-.. _. v =__ ._ �--- . . _ _,_,_ _.. . . . . . . . �� ._._.. a____.._ __ _ .___`��� e .....-- _ _ _ _ � ..,.._. �....— —..... �- . . . . . . . . . +� . . . . � s _ � _^^ saaw '�'• . . . ,,,,,,.......-- _._ —..s ®—m. _,e _� .—...e.. �� . _ . e . ++0.20% . . a �,,,.,� ��Q e . . . . . s . . . --0.30% s e �t-0.20% . s F,Uil1RE' F�G;�YLIME Pf?OF/LE DESIGN R0kINE PROFILE _®. s0 ° k1,�k DESIGN ' L0WINE PROFILE' +0.23% +0.20% .DESIGN FL OVINE. PROFILE. . . . . 4 . . . . . . . . . . . . . . .....................................................................:........................................................................................................................342 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6+00 + 1 13+00 15+00 16+00 on 11 12 00 1-t ,. 06 - `- � 21 7 R=2000' L=83.98} 8 of 1-11 t� W o6 0- IT H � U) N VALLEYJAMES LIBERTYRIDGE `� m COURT N COURT COURT z ' a m N w + W0) 96 7 69 0iIf - R=2000 ..�. .............. .w ,.u.._. ..,...._... ... .... -L=83.94'--- ... .. _. , .. ... . . N L--83.9 >'11 12 10 PROPOSED EDGE OF PAVEMENT (SHOULDER) (SEE SHEET 10) PROPOSED EDGE OF PAVEMENT (SHOULDER) 1 11 (SEE SHEET 10) { (FUTURE) 0(FUTURE) 21 13 14 15 16 17 I 1 8 9 0 -E-5 15+18.2-001 1 rli •oTAFT w HIGHWAY p�STRIPING AND SIGNAGE PLX� (n (SEE SHEET3) 1m-- PAVEMENT TRANS111ON PLAN CN (SEE SHEET 10) .. -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD PROPOSED E.P.-� EX E.P./PROPOSED SHOULDER-/ �� EX. W `E�'- W ui W ; -► PROPOSED EDGE OF CD LL WLi tZ cV � E—. cn � m CL N CL uj tL d � r- � ai o� (SEE SHEET 3 FOR STRIPING &SIGNAGE DETAILS -NOTES) (no (n � � ry V) � m �t V) cfl p cn a cn `o �z N 06 LN .- � « N N lro+qo-- N (o ry Wa >w ry z® Z 0 ++c� Cy Q n > ry In +a +0 +z W c� +v L -Li r-- 0 C.0m r < r.m 00w Q ry m rnm .-W PROPOSED EDGE OF PAVEMENT (SHOULDER) 1 11 (SEE SHEET 10) { (FUTURE) 0(FUTURE) 21 13 14 15 16 17 I 1 8 9 0 -E-5 15+18.2-001 1 rli •oTAFT w HIGHWAY p�STRIPING AND SIGNAGE PLX� (n (SEE SHEET3) 1m-- PAVEMENT TRANS111ON PLAN CN (SEE SHEET 10) .. -TRACT BDRY/CENTERLINE OF CHEVALIER ROAD PROPOSED E.P.-� EX E.P./PROPOSED SHOULDER-/ �� EX. "STOP `E�'- 'O '� (REPLACE AHEAD" � �L PROPOSED EDGE OF PAVEMENT) PAVEMENT MARKING� � � PAVEMENT (SHOULDER) � � m � m oN (SEE SHEET 10) � a o Qc�.i d� o� '- o� (SEE SHEET 3 FOR STRIPING &SIGNAGE DETAILS -NOTES) UJ a ±m w +z ±z ry Q W< STRIPING AND SIGNAGE PLAN p 325' ) (SSHEET 1 0 FOR PAEVMENT TRANSITION PLAEE N W O �7 O CHEVALIER ROAD ry Wa rr HORIZONTAL:i 21 A% Palmetto Engin&ening Land Surveying CD Q W Z h- Iy O x Q U Cp fes' r 00 W ®�{ Q C-0 (I j (o CV QW ^01 00 O Qo 00 < CQU 0000 0 � � oLr) 00 zc"j CD d cr°) CD .- m m (-.> LLJ LLJ SHEET 4 OF 10 SH TS. �C O ry I- O CL ry �_ U N 0 (J') ry Q W< Lin p o �o W O �7 O �< ry Wa >w ry Z 0 Cy Q n > ry In <N W U L -Li r-- W ry W Q ry ry F-- Q m LL. O I— C_.) SHEET 4 OF 10 SH TS. O I- CL ry �_ U I— t) Ld F- p W F- D W O W ry Z n V) SHEET 4 OF 10 SH TS. M CONSTRUCT 8" CURB & CUTTER PER C.O.B. STD DWG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �O CONSTRUCT WHEELCHAIR RAMP PER cxLTRmvs REVISED STD. PLAN x88x CASE ^x^ AND PER WHEELCHAIR RAMP oETmuy ON SHEET 2. PlEl 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 957. MAX. DENSITY, TO A DEPTH OF 1') 175-F] CONSTRUCT TYPE 'x' oxTon BASIN PER C.O.B. STD. owm. NO. o-14 F6FI cowoTRuoT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7. THIS SHEET. (SEE DRIVEWAY uoCxnOw AND o|wEmS|owS DETAIL ON SHEET 2) M INSTALL (2) *" sCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30^ COVER MINIMUM). ALL PLAN VIEW STA110N|NG IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE aTxnOw|wQ IS BASED ON FLOWL|wE DATA UNLESS OTHERWISE NOTED. REuooxTc ALL UTILITY POLES - CoowmwxTE vwni UTILITY OWNER. ADJUST ALL EXISTING MANHOLES, CLEAwouTS, VALVE oovEnS. MONUMENT ENCASEMENTS, ETC. To nw|s*Eo GRADE PER CITY STANDARDS. FL= FLOwL|NE STATION _c> INSTALL (LED) STREET LIGHT AS APPROVED BYCITY ENGINEER. @ CONSTRUCT SURVEY MONUMENT ENCASEMENT PER CO.B.STD. DWG. ST -13. + INSTALL STREET wmwE SIGN PER CITY STANDARDS. 0 EXISTING SuRVEYWOmuwEwT- PROTECT IN PLACE. mb EXISTING UTILITY POLE 0 SEWER MANHOLE 0 SEWER CLEANOUT 0 STORM ommm wxwHouE RIGHT-OF-WAY ---------- SEWER STORM DRAIN -��----u�- EXISTING EDGE OF PAVEMENT ib flw ���U�~� ��^�x�"�v /c��� c�A��T �\ \~�� ~..��. �/ ri A %oj% E .l 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 HORIZONTAL: 1"-401 VERTICAL: 1"=2' . ......... .............. . . . . . . . . . . . . ~��/�. . . ��~�x� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ....... . . . . . . . . . . . . . . . . .......... . . . . . . -�a�'�-�a� ' ��. . . . . . . . . . 9+00 . . . % . ....................... . . . . . . . . . . . . . . . . . . ............... ........ 10+00 Lo co . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ~��/� ��` . . . . . . . . . . . . . . . . ��~�«� . . . /,. . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ________________-___-________'-_____- - - -- - -_ . . - . . . . . . . . . . V . . . . . -�^�»� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��_�_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0f \_ ' �Y�(fZ0���0�/9��'��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ����_��.��� 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWL8NE PROFILE CURVE TABLE 10/ VERTICAL CURVE 10/ VERTICAL CURVE 47.23' MINIMUM ON CURVE oc uc I ON CURVE I �� �[nv) �� ry xo- 0 o o ry �� .L� �� �J Ill �� _J�� -- nLry ��; �_ _ �� V) L� r) 1- cm|°� uj|°j z�_u/ if J3;: ��|�� � |.��� uu|vi ' ~- m Lj|-^ �� | ' 0�� �� ��Li 12(�� L1� � ��1110^� UnC)7;111�� �g|n -ry ���� ��|~� --][ ;�|�� |ul) < 00 _ ][ <Illu_ ry V < cf) m uo LL_ 0 F- |-- | .� . . . . . . . . _���� . ��_�^� . . . . ����� ��_�~� . . . . . . . . . . . . . . . . = . . . . . . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 .' . . . . . . . . . . . . . . . . --. --. -=. '. . . . .' . . . '. . . . .' . . . .' . . . .' . . .V .' . . . .' . . . .' . . . .' . . . '. 344 +u`2u% ' �� 0`3� . . . . . . . . . . . . . . . . . . . . . . ' . ' . . . . . . ' ' ' ' ' ' ' +v.^5' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' . . . . . . . . . ' ' . . -���� ' *�_��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��x�^� . . ��_��. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 . ......... .............. . . . . . . . . . . . . ~��/�. . . ��~�x� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ....... . . . . . . . . . . . . . . . . .......... . . . . . . -�a�'�-�a� ' ��. . . . . . . . . . 9+00 . . . % . ....................... . . . . . . . . . . . . . . . . . . ............... ........ 10+00 Lo co . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ~��/� ��` . . . . . . . . . . . . . . . . ��~�«� . . . /,. . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ________________-___-________'-_____- - - -- - -_ . . - . . . . . . . . . . V . . . . . -�^�»� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��_�_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0f \_ ' �Y�(fZ0���0�/9��'��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ����_��.��� 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWL8NE PROFILE CURVE TABLE 10/ VERTICAL CURVE ON CURVE MINIMUM ON CURVE oc uc Lli �� �[nv) �� ry xo- 0 o o ry �� .L� �� �J Ill �� _J�� -- nLry ��; �_ _ �� V) L� r) 1- cm|°� uj|°j z�_u/ if J3;: ��|�� � |.��� uu|vi ' ~- m Lj|-^ �� | ' 0�� �� ��Li 12(�� L1� � ��1110^� UnC)7;111�� �g|n -ry ���� ��|~� --][ ;�|�� |ul) . ......... .............. . . . . . . . . . . . . ~��/�. . . ��~�x� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ....... . . . . . . . . . . . . . . . . .......... . . . . . . -�a�'�-�a� ' ��. . . . . . . . . . 9+00 . . . % . ....................... . . . . . . . . . . . . . . . . . . ............... ........ 10+00 Lo co . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . ~��/� ��` . . . . . . . . . . . . . . . . ��~�«� . . . /,. . . . . . ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ________________-___-________'-_____- - - -- - -_ . . - . . . . . . . . . . V . . . . . -�^�»� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ��_�_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0f \_ ' �Y�(fZ0���0�/9��'��. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ����_��.��� 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWL8NE PROFILE SbC TION lf "I STANDARD odo ji, CURVE TABLE z MINIMUM 0 [L Lli $t ry CN 0 cf) 7' ry �� .L� �� �J Ill �� _J�� -- nLry ��; �_ _ �� V) L� r) 1- Lj �� z�_u/ if J3;: SbC TION lf "I STANDARD odo ji, 5 OF 10 SHTS. z ry 0 [L Lli $t ry CN 0 cf) 7' ry �� .L� �� �J Ill �� _J�� -- nLry ��; �_ _ �� V) L� r) 1- 5 OF 10 SHTS. z ry 0 [L Lli ry CN 0 cf) 7' ry �� .L� �� �J Ill �� _J�� -- nLry ��; �_ _ �� V) L� r) 1- Lj �� z�_u/ if J3;: (j,l �� � ���� LLJ][ 1, In ' ~- L/JC) ><__ �� | ' 0�� �� ��Li 12(�� L1� � ��1110^� UnC)7;111�� . -ry �� ` LLJ�~ _J --][ _J - L� Cy < C) ][ <Illu_ ry V < cf) m LL_ 0 F- |-- | 5 OF 10 SHTS. z [L Lli ry r� C) F- bq L� 0 Li �- -D Li 0 L� ry | | ][ 5 OF 10 SHTS. QNSTRUCIlghl bjQjU M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STD. PLAN A88A CASE -A- AND PER WHEELCHAIR RAMP DETAILS ON SHEET 2. M 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 l) M CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14 F_6TI CONSTRUCT STANDARD RESIDENCE DRIVEWAY PER C.O.B. STD. DWG. ST -7, SHEET 5. (SEE DRIVEWAY LOCATION AND DIMENSIONS DETAIL ON SHEET 2) M INSTALL (2) 4" SCH 40 PVC BLANK CONDUITS FOR LANDSCAPING PURPOSES (30" COVER MINIMUM). ALL PLAN MEW 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 CITY STANDARDS. FL= FLOWLINE STATION .�EATHER MEADOWS DRIVE (SEE SHEET 5) _c> 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. 0 EXISTING SURVEY MONUMENT – PROTECT IN PLACE. mb EXISTING UTILITY POLE G SEWER MANHOLE 0 SEWER CLEANOUT (2 STORM DRAIN MANHOLE RIGHT–OF–WAY SEWER STORM DRAIN – -ZZI- — EXISTING EDGE OF PAVEMENT Sm E FAMI & LIBERTY RIDGE COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GR OMPACTED 9 TO 5 D % MAX. ENSITY TI=4.5 R-35 I C I ;SEE DET AIL CHEVALIER -N- ROAD (SEE SHEET 4) HORIZONTAL: 1"=40' VERTICAL: 1"=2' <d Lo - ' a0. n(14 .. '. .. 4 0 V) -4 0,2.88% tK a- cl- <1 4COr- I= wLAJ a-. 4. Q 4 C) 55.10' z SEE NOTE rY 0 0 0 n ON CURVE _j n" Q_ < U- 0.1: 0 c%4 Lo ry 0 10- N �7 m cr_ W 00 r-% 5.5ODE v 0 m 0 Lo 11 a_ m SIDEWALK m 0 cr_ Lj I I I n 0 cn 0 F_ 04 ry ry — (q 04 00 a- vi 000 r - < Li n cr 0 n j i:L Ash„ 00 +o y < cn m 346 � SEE NOTE "B" BEL Lo + 0 x 2.88% L00 I + 1.4- meq_Lo V-1 + + c� ........ ......... 2 �4 U.1 W4 2.00% .......................................................... IN" 0 < uj .. Lo. to x I a ..... r ..... V_ U _j U- 00 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CN . . . . . . . . . . . . . . EXISTING PROFILE @ CENTERZINE . V_ A . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344 ... .......... ............................................................................................................... — - - - - - - - - - - - - .yam-------- - - - - - - - - - - - � -= - - - - - - - - - - - - - - - - - ....e... - - - - - - - - -+-a - - - - — - - - - - - - - - - - - - - - - - - ---y..-- - - - - --- -- ---- - - - ...............~\:—.~. -- - - ..~.. 344 0 . 51 +0..25% +0 .25% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0.207, 7-onrll . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +G.2'07o . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . Ir r DESIGN FZOXINE PROFILE 91-SION FZOWINE PROfIZE 342 ........................................................................................................................................................... 342 ................................................................................................................................................. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 ........... 17+00 NORTH FLOWLINE PROFILE U 10 VE I U 0VE 0077CAZ POINT a_ oco x 0o 110 cnw m 0 x 0 to m Lo 0.* 0 cr_ Q 0 cr_ 14- 0 00 r- 0 04M m 0 0 X ul �* (n 0- _r cl- po N U�o) 00 m � * ui cq 4- C-4 .4- M oi -d- C'� N f�o 00 0- to Lupo r'i -4- 00 4 Nr C) - r- OBDM 00 0 ci 0� 00 + rl_ 346 c6 0000 00 to + cq + 001%1- to + �Lo. n %_ + + 346 ........................ ct ... ....................... CN rn T7 1 11 1 I '******* I *** I I ''I ............. . .. to il- ...... V: ...... _j U- U_' U- U- _j U- ......................... - - - - ----- - - — ..................................................... - - — - - - - - - - - - - - - - - - - - - - - - - --- - - - - - --- - - - - . Ei'15T11VG GROUND PROFIZE 0 CEIVTf RZINE . 'c- - - - - - - - - - - - - - - - - - - - - - - . . . . . . . . . . . . . . . . . . . . - - - - - - - - - - - - - - - - - . . . . - - - - - -- . . . . . - - - - - - . . . . - - - - - . . . . . . . . . . . . . . . - - - - - — - . . . . - . . 344 * ............................ ...................................................................................................... ......................... 344 +0:25% +0.25% . . . . . . . . . . . . . . . 0.35% . . . . . . . . . . . . . . . . . +0.21.%... . .. . -0.35 -0-207. - -0-517. 6--o -�_A% DESIGN FL OR INE PREFILE 342 . . . . . . . . . . . . . . . . . . . . . yGm FZ IN17. PROFILE -1. . . . . . . . ojw . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................................. 10+00 11+00 12+00 13+00 I ....................................................................... 14+00 15+00 16+00 17+00 <d Lo - ' a0. n(14 .. '. .. 4 0 V) -4 0,2.88% tK a- cl- <1 4COr- I= wLAJ a-. 4. Q 4 C) CURVE TABLE z SEE NOTE rY I 0 n mUJI _j n" 0 < U- C) (/') �7 0 �7 m Q� 0 5.5ODE v ry o C'() I I O U -i ui m <d Lo - ' a0. n(14 .. '. .. 4 0 V) -4 0,2.88% tK a- cl- <1 4COr- I= wLAJ a-. 4. Q 4 C) z SEE NOTE rY I 0 n mUJI _j n" 0 < U- C) (/') �7 0 �7 m Q� 0 5.5ODE v ry o C'() I I O U -i ui m SIDEWALK cf) < 0 cr_ Lj I I I n 0 cn 0 ui 0 ry ry — n 0 a- 0 0 < Li CL cr 0ry < j i:L Ash„ ry y < cn m � SEE NOTE "B" BEL 0 2.88% c� 2 �4 U.1 W4 2.00% V) 4' L 5- 13.4 9 IN" 0 < uj .. - . I 2.00% x I a <d Lo - ' a0. n(14 .. '. .. 4 0 V) -4 0,2.88% tK a- cl- <1 4COr- I= wLAJ a-. 4. Q 4 C) Imult D ; INSTALL k/ -j Uldimunt-It FILLED Virt 0VLLMmU,-) AS onumm FL LIBERTY RIDGE COURT SCALE: 1 "=6' I1�� Ll IN . .. I I BW BW - 51 -------- 18, R/W R/W I PROPOSED PEDESTRIAN I 1_ACCESSEASEMENT -1 3$ 10' 5' 2% 5% MAX MAX LW,A in x X X Palmetto Engineering Land surveying W. z SEE NOTE rY I 0 n mUJI _j n" < its • C) (/') �7 0 �7 < C) 4X 0 T_ v ry o C'() I I O 0 Ld 00 Lj 0 cf) < 0 cr_ Lj I I I n ::) "OTE "A" ry 0 ry ry — n ry In NOTE W: PROPOSED 3' WIDE WALL AND LANDSCAPE EASEMENT TO THE CITY OF BAKERSFIELD -5 ry < Imult D ; INSTALL k/ -j Uldimunt-It FILLED Virt 0VLLMmU,-) AS onumm FL LIBERTY RIDGE COURT SCALE: 1 "=6' I1�� Ll IN . .. I I BW BW - 51 -------- 18, R/W R/W I PROPOSED PEDESTRIAN I 1_ACCESSEASEMENT -1 3$ 10' 5' 2% 5% MAX MAX LW,A in x X X Palmetto Engineering Land surveying W. w mal z 0 rY I 0 n 04 n" 0 its • C) (/') �7 -0 \< ry �7 < Lij n w mal SOUTH FLU"WLINE PROFILE 6 OF 10 SHTS. COB RECORDSNo. I z 0 rY I 0 n Li n" 0 F- C) (/') �7 -0 \< ry �7 < Lij n T_ v ry o C'() I I O [-- ::D 7-0 Ld Lj 0 cf) < Lij Lj I I I n ::) > n ry 0 ry ry — n ry In C) -5 ry < Li m 0ry < Li n, ry y < cn m 11 0 SOUTH FLU"WLINE PROFILE 6 OF 10 SHTS. COB RECORDSNo. I z 0 I n Li n" 0 F- CIO Lli 0 Ld D Li 0 Lij ry n SOUTH FLU"WLINE PROFILE 6 OF 10 SHTS. COB RECORDSNo. I A :1 W'l il AS law a A 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. --zZ---JZ'-- EXISTING EDGE OF PAVEMENT —FO— EXISTING FIBER OPTICS —OHE— EXISTING OVERHEAD ELECTRICAL 77 — — — — — — — — — — — — — — - 77 — — — — — — -- — — — — — — — — — — — — 12+52.00 b — — — — — — — — — — — -- 14 ------------------- ----------- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7� — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 77— — — — — — — — — — — — — — -- CENTERLINE OF TAFT HIGHWAY N89*32'17"W 15 16 17 18 19 4 5., --------- LO 20+00.00 LO 2 cz> LO M2 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 7 — — — — — — — — — — - — — — — — — — — — - — — — — — — — — — -- �! ---- — — — — — — — — — — — — — — — — fit PROPOSED SHOULDER TRANSITION A 1 3 6 4 R=30' Ozone Oman=" onwomm 4=0=MM 41001000M 4001001000 q� 400=== mmum immmmmmw�=�\ =Mmw 4mmmmmnw- maa�l lam STOP STOP Al, 4 FUTURE FLOWLINE (BY OTHERS) 6 R=30' -\1 y y \y y y y y y y . . . .......... y y y y y In 0.20%1 1 1 1 y EXISTING IRRIGA ON DITCH TO REMAIN -nON DITCH TQI REMAIN — — — — --- EXISTING IfkGA L =�M .7777 1 K -.1k .... . ...... 0.20%- - - - - - - - - - - - - - - - --- — — — — — — — — — — — — — — — 4 LLJ VIN / 1=1 w 0 o F - w 10 w W 'u-) n 04 -ct OR -u-) co - C14 + w r-, to Q,* ui n 1+00-00 w HEATHER MEADOWS DRIVE M F- to ui CD In 04 cn < M -,> uj 00 w 0i C-) r10 M IrN + 0 0) n 6 V) 0) U-) 00 C) + + 17 w r-� fw,) C.D -4- t -e) M ro C-) .44 M to FUTURE FUTURE RW CL RW 45' 45' V 30' 20'-- ry 3: VARIES n X 20' LLI LJ ry 8'— 16' x 1.5 0 3.4% 3.47, 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 11=6.0 R=35 PITCHER VIEW COURT C) Q < - - 01 EXIS11NG IRRIGATION VALVE 01: 0:� Lu w n I AND PIPE TO REMAIN, TYP. .1-1 q F- F - w cr- 0 ui 'u-) _6 'CD M C14 je) 00 04 cq C� LAJ r,: Lq(=) 0) cno OR 110 (p + Q C�o + C.D to LO 2'-4- U CH VALIER ROAD (SEE BELOW) A A 5, 1 N %N /A I T I L M NOT TR P"'A AVE 0' An EL An HORIZONTAL: 1"=30' I wM TAFT HIGHWAY LOW) (SEE ABOVE) , -\ : y — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — -- - - - - - - - - - -- - - - - - - - - - - - - / 7,11 -*0—.207o < FUTURE FLOWLINE (BY OTHERS) 0 7- 6 A, ry 0 C) r(D RLINE OF CHEVALIER ROAD 6 �00 CENTE 2rlD < LLJ ----------------- ---- ---- ------------- ------ ------- --- ---- -------------- ---------- ------ M > CID 16 >0 Llj 17 NOO*39'39"E 18 19 -0 ------------- 0 Lli 15+18.27 2 3 - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - ---- - - - - - - -- gamma 4 F- F- W I=> cr- I=> w Q:� LJ LU uj uj M C14 C4 C) 00 00 =: " .0 C) cr) Ljr) = V) V) 00 V) 00 + 0+ + U-) + U-) CL �t Q-,q- (�:, c:> - - - - - - -- an� 4� Bob. Y- R=30'i 04 'y .0001 c/) 0 < < N*. 0000 0- a- uj W �o w =c: M -,> uj 00 w 0i C-) r10 M IrN + 0� 0) n 6 Cl C5 13 C> 00 V) M 0,3) + 0-) C-) q- Wn or- R 30 � , -\ : y — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — -- - - - - - - - - - -- - - - - - - - - - - - - / 7,11 -*0—.207o < FUTURE FLOWLINE (BY OTHERS) 0 7- 6 A, ry 0 C) r(D RLINE OF CHEVALIER ROAD 6 �00 CENTE 2rlD < LLJ ----------------- ---- ---- ------------- ------ ------- --- ---- -------------- ---------- ------ M > CID 16 >0 Llj 17 NOO*39'39"E 18 19 -0 ------------- 0 Lli 15+18.27 2 3 - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - ---- - - - - - - -- gamma 4 F- F- W I=> cr- I=> w Q:� LJ LU uj uj M C14 C4 C) 00 00 =: " .0 C) cr) Ljr) = V) V) 00 V) 00 + 0+ + U-) + U-) CL �t Q-,q- (�:, c:> - - - - - - -- an� 4� Bob. Y- R=30'i 04 'y .0001 c/) 0 < < N*. 0000 0- a- uj W �o w M w M -,> uj LO to w ,.: = LO V) (0 + 0 0� 0) n 6 Cl C5 Lo0 C> 00 V) M 0,3) + 0-) C-) q- Wn 0.0' o + o ry uj En m re) 0 06. — — — — — — --- — — — — — — -- -- — — — — -- -- — — — — — — — — — — — — — — affilmomma, 4==M gamma" 4s� loolumm-4 0011200 imumm oommo lonnow =� a-, cK ry C5 Vll� 4 �o W �o w M w M -,> uj cr- w ry uj 06 n 4 n 4 n 6 Cl C5 n C> 0 o - M 0,3) => 0 or- 0 pe) -r" C-4 V) r, C'� r- C) =a)" cn M p (n C) ul " o to . + CL-lq- + 0-4 + 4 a- -q- + + to 0- I-< 001 < re) 001 < n cr) te) 0,) < po CD NO 12+49.27 15+18.27 2 Imalk 11pillinfulkito Engineefing Land suneying 0') C) ni- lw N se as < 0 < CN < �;7 ry < V) < Lli n I n 0 C,() 0 7,0 III— V) < = 7' L-Lj hin ::D > cr- 0 0 < ry 01 0 ry I -- n �0 ry r < C 0 > < ry < ry n < M I I 0 SHEET 7' 0 CL ry Li 0 -D 11 1 0 ry CL (f) SHEET