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HomeMy WebLinkAbout1.1-6853 Ph 1 - 5 Record DrawingREVIEWED BY: TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR, CITY APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFI RAUL M. ROJAS R.C.E. 39880 BENCHMARK USED: BAKERSFIELD TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRA T 5869 UNIT 3, MAP BK. 45, PG. 108 (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMH LL ROAD) ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) BASIS OF BEARINGS: THE BEARING OF N 89'45'30" W SHOWN FOR THE MID-SECTION LINE OF SECTION 29, TOWNSHIP 29 SOUTH, RANGE 27 EAST, M.D.B.M. AND THE CENTERLINE OF LANGLEY ROAD AS SHOWN ON PARCEL MAP 4512 IN BOOK 20 OF PARCEL MAPS AT PAGE 67 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS USED AS THE BASIS OF BEARINGS SHOWN ON THESE PLANS. VICINITY MAP NO SCALE DATE onIA DATE PHASES 1-6I - ,D BAKERSFIELD, CALIFORNIA RECORD DRAWING SA SE 3 o"Ll BY- FRED W. PORTER, RCE 33448 EXP. DATE .__ MATERIALS LIST CONSTRUCTIi DWY- ESTIMATED QUANTITIES FOR PLAN FRONTAGE R ( GREENACRESctf ADJACENT T sa NOT TO BE USED FOR BIDDING PURPOSES. SHALL BE P 02 COLLECTOR STREETS (ON-SITE) 1,190 LF 0.30' A.C./0.40' A.B. (EL TORO VIEJO ROAD) 41,190 Li MAX 9,420 of o GREENACRES DR. o ctf � GREENACRES m OLEO m oW w LF 6" THICK DRIVE APPROACH 23,200 SF 4" THICK SIDEWALK J PROJECT HOLLAND ST. __j EA _ 28 SI TE STREET NAME SIGNS (METRO) 4 v TRAFFIC CONTROL SIGNS 9 EA WHEEL CHAIR RAMPS ENGER ST. r STREET LIGHTS (5800 LUMEN) 24 EA STREET LIGHTS (9500 LUMEN) 3 GLENN ST. CROSS GUTTERS (12' WIDE) 1 EA SAWCUT 29 LF I LANGLEY-T— EA A VICINITY MAP NO SCALE DATE onIA DATE PHASES 1-6I - ,D BAKERSFIELD, CALIFORNIA RECORD DRAWING SA SE 3 o"Ll BY- FRED W. PORTER, RCE 33448 EXP. DATE .__ MATERIALS LIST CONSTRUCTIi DWY- ESTIMATED QUANTITIES FOR PLAN FRONTAGE R ( CHECK AND INSPECTION FEE CALCULATIONS. ADJACENT T ECR- NOT TO BE USED FOR BIDDING PURPOSES. SHALL BE P 02 COLLECTOR STREETS (ON-SITE) 1,190 LF 0.30' A.C./0.40' A.B. (EL TORO VIEJO ROAD) 41,190 SF LOCAL STREETS 9,420 LF 0.20' A.C./0.40' A.B. (LOCAL STREETS) 318,300 SF 6" CURB AND GUTTER 16,995 LF 6" THICK DRIVE APPROACH 23,200 SF 4" THICK SIDEWALK 56,300 SF SURVEY MONUMENT ENCASEMENT 24 EA STREET NAME SIGNS 28 EA STREET NAME SIGNS (METRO) 4 EA TRAFFIC CONTROL SIGNS 9 EA WHEEL CHAIR RAMPS 28 EA STREET LIGHTS (5800 LUMEN) 24 EA STREET LIGHTS (9500 LUMEN) 3 EA CROSS GUTTERS (12' WIDE) 1 EA SAWCUT 2,050 LF CATCH BASINS 14 EA SHEET No. INDEX CONSTRUCTIi DWY- DRIVEWAY FRONTAGE R ( TITLE SHEET ADJACENT T ECR- END CURB RETURN SHALL BE P 02 GENERAL NOTES IMPROVEMEN SVC- BEGIN VERTICAL CURVE OF KERN EN 03 EL TORO VIEJO ROAD EXISTING ® TELSTAR AVENUE N- 05 JONAGOLD CT. & WINESAP CT. O ® GOLDEN DELICIOUS CT. & PINK LADY WAY 07 SUNCRISP LANE ® ® RIBSTON AVENUE PINK LADY WAY ( RIBSTON AVENUE Q w O � J z (n W F- 10 WOLF RIVER AVENUE 11 WOLF RIVER AVENUE WW'LLppLh6<o 12 BELMAC AVENUE LI 13 BELMAC AVENUE F-pm(nfl�mop 14 COURTLAND AVENUE & McINTOSH WAY 15 CRISPIN STREET 16 BOLERO AVENUE 17 EL TORO VIEJO ROAD SIGNAGE AND STRIPING 2oAP UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA sERVZGF .� JIML I ULL I I\LL 1 UVV LL! LUVV AT LEAST TWO DAYS BEFORE YOU DIG RECORD DRAWING P H A5 C S -LA mp A 5 BY-. FR D W. PORTER, RCE 33448 EXP. DATE RECORD DRAWING TVLASC -2-- ®W-1 LEGEND ' FRED W. PORTER, RCE 33448 EXP. CL- CENTERLINE DWY- DRIVEWAY FL- F°LOWLINE BCR- BEGIN CURB RETURN ECR- END CURB RETURN EC- END CURVE BC- BEGIN CURVE SVC- BEGIN VERTICAL CURVE EVC- END VERTICAL CURVE EX- EXISTING BDRY- BOUNDARY N- THIS SHEET ONLY STREET NAME LEGEND O JONAGOLD COURT O2 WIN =SAP COURT O GOLDEN DELICIOUS COURT ® COI. RTLAND AVENUE �5 PINK LADY WAY CITY LIMITS LEGEND Z 0 SHEET INDEX NUMBER ::) w DIRECTION OF DRAINAGE J O CONCRETE MONUMENT + STREET NAME SIGN Q II I I {} 5800 LUMEN STREET LIGHT WITH NUMBER O 0 Ili 9500 LUMEN STREET LIGHT WITH NUMBER w i I CB#7 CATCk BASIN w/NUMBER a - I— U CB#6 TE STAR AVENUE cn Q O) 1 1 L04 i 5 2 �12 5 3 12 13 f N l N--� I N - 1 l N J N� 6 f j N 11 6 U 1 f N 11 • ( • RECORD 7D� BY: FRED W. PORTER, RCE 33448 EXP. 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W uj o 1: _U-� 1 a aER ♦K;%N, N �0; - Q 'o;Tv I \5038 tai= z 1% CL I cQ Lam, met:. vtoj sa �.J.J Lij .ILLJ �J J �. ,, 0 PI 1ASE-2- 00 w +T CL < PHASE 22 1 PHASE � i o 9- a fQ 0 x ui e- _O ui I' o I0 O { i1) c cn co o N z / O c- --_ -- �o [DMATE:05128/:10131 cn OB No. 2078Bj SHE =_T O m Ip a 'i IOF 'Ib SHEETS GENERAL NOTES STD. NO. 1. ALL CONSTRUCTION SHALL CONFORM TO THIS PLAN, THE CA IFORNIA BUILDING CODE, CITY OF -1 BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND ST NDARDS PERTAINING THERETO. ST THESE DOCUMENTS SHALL BE MADE A PART HEREOF. COMMERCIAL DRIVEWAY 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CIT EASEMENTS SHALL BE IN SIDEWALK ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, -4 DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION$ DATED 2010. THESE ST STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND JZI THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. -6 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESS RY PERMITS BEFORE START OF -7 CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAIN FROM THE CITY OF ST BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXI TING, ACCEPTED STREET Z RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN STREET SPECIFICATIONS APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET -10 RICHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE P OVIDED BY THE CONTRACTOR ST -10A PRIOR TO ISSUANCE OF A PERMIT. STREET SECTIONS 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, STREET CROSS SECTIONS THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT (326-3049) ALLEY CROSS SECTION 48 HOURS NOTICE. ST -13 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT ST -14 THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ST -15 ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. PORTER & Z1 ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FR DM THE DIMENSIONS AND STREET KNUCKLE CONDITIONS SHOWN BY THESE DRAWINGS. DRAINAGE BASIN 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO » ,� AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE F POSSIBLE ERRORS OR D-14 OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND ❑ DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT Q � U 0 a o F (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO CATCH -BASIN, TYPE ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOV D, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLAC D AT THE CONTRACTOR'S o� W W- zw m EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED B THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COU SE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY ® PRIOR TO ANY FURTHER WORK. FRAMES & COVER FOR MANHOLES & CLEANOU TS 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, T OLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DE171CIENT 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 CONS LTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN W ITING 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 CONSTRUCTIO 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, INDEMN FY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REA OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEP ING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OFA Y 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. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR IIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BESUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF T E CONTRACTOR. 16. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN .O.B. SPECIAL PROVISIONS SECTION 86-6.01 OF WHICH MODELS INCLUDE: HOLOLPHANE LVUI SERIES LEO TEK GCI SERIES CREE XSP SERIES OR AN EQUIVALENT AS APPROVED BY THE CITY ENGINEER. 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 OBSTRU TIONS 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 OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.3' AS DIRECTED BY THE PUBLIC WORKS DIRECTOR ON COLLECTOR AND ARTERIAL HIGHWAYS) FROM 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 D VELOPER. 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 BACK CHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A M NIMUM 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 SECTIO 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SP IFICATIONS, 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 DIR CTED 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 C RB 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 NPPROVAL 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 N 2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLEE PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. SEE WATER, STORM -DRAIN, AND SEWER IMPROVEMENT PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. 16. INSTALL BLUE MARKERS AT CENTERLINE FOR ALL FIRE HYDRANT LOCATIONS. 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. C AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY TEST RESULTS ON WHICH THE DESIGN IS BASED SHALL BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE AS DETERMINED BY ASTM D2041. THE ASPHALT CONCRETE MIX SHALL MEET THE REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF T[ -E 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 SHALL BE SAW CUT. 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 SJRFACE 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 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE_ GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LCCAL 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) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH AL -LOWS 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. 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 Z ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY N ST -3 SIDEWALK Z ST -4 RESIDENCE DRIVEWAY X ST -5 HOUSE NUMBER FOR CURBS JZI ST -6 PAVEMENT PATCHES El ST -7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT Z ST -9 STREET SPECIFICATIONS Z ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS Z ST -11 LL STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION F r TRENCH BACKFILL AND . COMPACTION REQUIREMENT ST -13 ❑ SURVEY MONUMENT SIDEWALK ST -14 "STREET LIGHT, MAST ARM TYPE Z ST -15 azar-w>owo CUL-DE-SACS Z1 ST -16 U2Owt=QOQOw STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED U 0aUO wOcq z�vwaiw wz W F Lu cwi)mtuCO W <Fa w�����LL0 a¢ z O t z w 0 ULL~�Ot~i),A CITY STD. NO. DESCRIPTION z S W E U g a- O E INPUT PANEL 14 o wW�=3Q2WWLL ® ST -17 C (`i C WIDE CROS -GUTTER Cit-�=cn�w-9 g= Z 0, �"o 0 w 0 FUNCTION WIRE COLOR TB -1 > » > oe » e "M-2") ' 9 QL� S Z Z U O w3: ma00gw¢W-0 ❑ ST -18 MEDIAN CURBS (TYPE M M-1 AND M-2) a 0 K R5= z WHITE TBI -3 HH/TE B U I Z w O O z w ❑❑ ST -19 HANDICAP RAFAPS Zm RED TBI -5 BLACK E oaZ caZZo000a0��0Wz>o�Z=W=ST-20 GREEN PRIVATE STREET GATES Of, z ¢OwoZ;I ❑ ST -21 REFUSE CONTAINER PAD w _ z - 0 oo�Q��ozoQ l LL 2�owcw¢poo ® ST -22 F r TRENCH BACKFILL AND . COMPACTION REQUIREMENT Q W P Q w-, N o v a ❑ D-10 SIDEWALK o Z== O W>UO Q UNDERDRAIN azar-w>owo U2Owt=QOQOw ® D-11 DRAINAGE BASIN 0 Z o m M W Z Z l » ,� a2cwnQFUw��o ® D-14 CATCH -BASIN, TYPE A Z= o W o a Lu w L ❑ "A-1" Q � U 0 a o F D-15 CATCH -BASIN, TYPE o W = 2 >a ' o 0 D-16 GUTTER DEPRESSIONSW IZh=>O� 0`w o� W W- zw m El SW-4MANHOLE, TYPE "A" WITH DROP CONNECTION > m w � w 0w cD R w ® SW -5 FRAMES & COVER FOR MANHOLES & CLEANOU TS 10 - 2wc)oz } cn ® T-1 STREET SIGN, POST 7ypE ❑ T-3 MAJOR COLLECTOR TRANSITION ® T-12 MINIMUM ACCESS DESIGN THE FOLLOWING STANDARD(S) ARE FROM THE CITY OF BAKERSFIELD PROPOSED STANDARDS Z T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A :DART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® A88A & B CURB RAMP DETAILS TB -1 78-2 iB-3 (Comm In) TB -4 (Comm In) 78-5 (Comm Out) 78-6 (Comm Out) IN7ERSEC770N LOCA 77ON A TB -1 T8-1 T8-' IB -2 T8-3 (Comm In,) TB -4 (Comm In) ?8-5 (Comm Out) T8-6 (Comm Out) INTEP,SEC770V LOCA 77ON B TOP VIEW INTERCONNECT DETAIL NTS '5mm) 2"(50mm) CONDUIT 0 N 2 (50mm) CONDUIT J-(75mm) KNOCKOUT CLEAN CRUSHED - /TOCK SUMP, SEE STD PLAN ES -8 SEC77ON A -A FOR ADD177ONAL DETAILS. N5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WI11 EXTENSION SIMILAR) MUL 77 -DUCT Nl5 'RAFFIC SIGNAL 11V A RCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR >TREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE 14EANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY RAFFIC COMMUNICA77ON MASTER PLAN. MULTI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE i:1TY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER, ROUTES INSTALL 2"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0. 5 t+WTH EXTENSIONS AND KNOCKOUT: CONDUIT 'HALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT SET9E N PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION e6 -205C 'INSTALLATION" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT TOR INS TA. LLA TION OF FU7URE CONDUCTORS LIDS SHALL READ "TRAFFIC SIGNAL" IM KNOCKOUT FOP, 4 (100mm) MU[ TIDUCT OP MUL 77- CONDUI T SYSTEM (4'0T REQUIRED FOR N0.5 PULLBOX) 3°(;''mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED ,'N PULL BOXES p •. °- .00 VyIt S • R=4 AN. VA RES R=4" ;'.2m) MIN. 0 (1.2m) SLEEP TO PULLBOX NO It-- TO BE USED ONLY WHEN CONDUIT i5 ALLOWED TO BE PLACED AT GUTTEP LIP LINE IN ALL OTHEP CASES, CONDUIT IS TO BE LOCATED UNGER SIDEWALK AREA. T-34.DWG _z crQ O McM 0 N Lj 4 cc 4 a CC s €A : C2P MODEM 1N7FRCONNECT/TERMINAL BLOCK TB -1 00 INPUT PANEL 14 o � z 0 WIRE COLOR ASSIGNMENTS PIN FUNCTION WIRE COLOR TB -1 WIRE CCL OR a MODEM HARNESS INTERCONNEC` CABLE A AUDIO IN WHITE TBI -3 HH/TE B AUDIO IN BLACK 781-4 BLACK C AUDIO OUT RED TBI -5 BLACK E AUDIO OUT GREEN T81-6 GREEN TB -1 78-2 iB-3 (Comm In) TB -4 (Comm In) 78-5 (Comm Out) 78-6 (Comm Out) IN7ERSEC770N LOCA 77ON A TB -1 T8-1 T8-' IB -2 T8-3 (Comm In,) TB -4 (Comm In) ?8-5 (Comm Out) T8-6 (Comm Out) INTEP,SEC770V LOCA 77ON B TOP VIEW INTERCONNECT DETAIL NTS '5mm) 2"(50mm) CONDUIT 0 N 2 (50mm) CONDUIT J-(75mm) KNOCKOUT CLEAN CRUSHED - /TOCK SUMP, SEE STD PLAN ES -8 SEC77ON A -A FOR ADD177ONAL DETAILS. N5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WI11 EXTENSION SIMILAR) MUL 77 -DUCT Nl5 'RAFFIC SIGNAL 11V A RCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR >TREETS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE 14EANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY RAFFIC COMMUNICA77ON MASTER PLAN. MULTI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE i:1TY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER, ROUTES INSTALL 2"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0. 5 t+WTH EXTENSIONS AND KNOCKOUT: CONDUIT 'HALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE (HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT SET9E N PULL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION e6 -205C 'INSTALLATION" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT TOR INS TA. LLA TION OF FU7URE CONDUCTORS LIDS SHALL READ "TRAFFIC SIGNAL" IM KNOCKOUT FOP, 4 (100mm) MU[ TIDUCT OP MUL 77- CONDUI T SYSTEM (4'0T REQUIRED FOR N0.5 PULLBOX) 3°(;''mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED ,'N PULL BOXES p •. °- .00 VyIt S • R=4 AN. VA RES R=4" ;'.2m) MIN. 0 (1.2m) SLEEP TO PULLBOX NO It-- TO BE USED ONLY WHEN CONDUIT i5 ALLOWED TO BE PLACED AT GUTTEP LIP LINE IN ALL OTHEP CASES, CONDUIT IS TO BE LOCATED UNGER SIDEWALK AREA. T-34.DWG _z crQ O McM 0 N Lj 4 cc 4 a CC s €A : a: x W CD d d Mmn R. , jAm 0 z l'y i , a in cc c�- 0 1 ,n � �t a X W GD qtd K3 M V W Q LLJ U z o Wz W �� n3 0 c N �y ti M eo �, eo ?� x 06 f < W (29 U z T If- N - Co Il.I a o o6zUN M z W c r I- O L 00 o � z 0 w bi i w a DATE PA JOB No Z w FW., �► O a: x W CD d d Mmn R. , jAm 0 z l'y i , a in cc c�- 0 1 ,n � �t a X W GD qtd K3 M V W Q LLJ U z o Wz W �� n3 0 c N �y ti M eo �, eo ?� x 06 f < W (29 U z T If- N - Co Il.I a o o6zUN M z W c r I- O L cn 00 o � z 0 bi i w a DATE PA JOB No Z w SlHEET i LLLJ -i L w > Of, z � r m w l LL Q a cn 00 o � z 0 i w cn CID DATE PA JOB No Z w SlHEET 05/23/20 3 2078B 0 Y i co G N OF i fci SHEET` I CONSTRUCTION NOTES INSTALL P-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. S -1. F-21 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". F41 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. ❑5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LO ATION OF SAWCUT AND/OR - -FOL- - - TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. EXISTING CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING OVERHEAD UTILITY LINE PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PUL BOXES NOT SHOWN. - -GAS- - - CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGE CY ACCESS WITH 4" CRUSHED EXISTING AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE 9❑ RELOCATE EXISTING UTILITY POLE - COORDINATE WITH U ILITY OWNER. IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. PROTECT IN PLACE EXISTING UTILITY POLE. ---- _ .--- _ -_ .--_----- Fill CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA j R/W� UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE T 95% MAX. DENSITY, TO A DEPTH OF 1' I` CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 - - Ex - - INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE INSTALL W31 (CA) SIGN WITH OM4-3 MARKER AT PHASE DEDICATED BY SEPARATE INSTRUMENT). © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. Il9 INSTALL STREET NAME SIGN PER CITY STANDARDS. w Q _j Q 00 Z EX RAILROAD J TRACKS � II I it I li I I� — V 10+OO.00 I I __v- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1--0- INSTALL R1-1 STOP SIGN W/ STOP BAR. -(a- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY N O m> o Oj SEWER Nm� s0 SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. `-o-) EXISTING UTILITY POLE -j/L- -& - z� EXISTING EDGE OF PAVEMENT - -FOL- - - EXISTING FIBER OPTICS LINE --EX36"s- - EXISTING SEWER MAIN WITH SIZE - -OHL- -- EXISTING OVERHEAD UTILITY LINE -- --- EXISTING FENCE LINE - -GAS- - - EXISTING GAS MAIN --EXWTR- - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 9 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RECORD DRAWING P+ IASe 4, ONLY x _ LDSCCURVE TABLE PL RW CL, CURVE RADIUS LENGTH TANGENT DELTA i Cl 30.00' 47.13' 30.01' 90'01'09" 3' 45' C2 30.00' 47.11' 29.99' 89'58'51" BLOCK WALLFL I (SEE WALL PLANS) 11' 1 34' i 8' FINLS AREA 4' GRAD 4:1 , NAT GRD GRADE 2?\ -AX 2' *27-4% �. NAT GRD COMPACT UNDER CURB, -' GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. * SEE C.O.B. STD. DWG. S7-11 FOR SLOPE PARAMETERS GRADE LINES \ 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK 45' TYP HALF SECTION EL TORO VIEJO ROAD \Z. NOT TO SCALE SEE PLAN VIE N FOR STRUCTURAL SECTION RECORD DRAWING ING Mmw~i. .� IZAJ FRED W. FORTER, RCE 33448 � XP, QAT L) m 0)�` Z W W 22 23 24 25, I- )_ W FRED W. PORTER, RCE 33448 EXP. DATE X31 N Z N N O m> o Oj m Nm� O r N ± f� Q L.�I +. N I UJI FUTURE N w 0 mW WWW q� n Q L- O+ FUTURE STREET LIGHT-_ rw >w �Z= h 04 � � N +X>� Q `o r lr_� ri r__� r l() r 00m Ir Q Ld L r`v r+ � � � L0 (0 � r` z J SEE PLAN VIE N FOR STRUCTURAL SECTION RECORD DRAWING ING Mmw~i. .� IZAJ FRED W. FORTER, RCE 33448 � XP, QAT L) m 0)�` Z W W 22 23 24 25, I- )_ W M ►'� O=) L d F- ZZ X31 N Z N N O m> o Oj m Nm� O r N ± f� Q L.�I +. N I F-m 0' FUTURE N w 0 N, Q =) 1 X U q� n Q L- O+ FUTURE STREET LIGHT-_ BLOCK WALL (SEE WALL PL NS) rn m v/ m - � VALVE TGUARD RE MAIN POSTS z 'tQ;N � w'w cn (n > Q Q Of = = PHASES 2,3 AND 54 w 0U- Lo U-EL TORO VIEJO ROAD M Z +10 , m CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=55.0 CONTRACTORS NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF -- STATION 18+22.73 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. i r l l 21 22 23 24 25, 26 27 28 29 000 I I 1 - z w=¢z�zwwz� BLOCK WALL 1 2b,_ 11 U)��ry - HLL Oo �0z--jw m JCn22 zco wiozzwv�i�Qi ^^ Lu O z� W 0 0 ~ aawjzzU w < > cr m FUTURE U� U 6 26 1 120' 1 S o CC 0 r q� n Q L- ��oo�zpzooa FUTURE STREET LIGHT-_ BLOCK WALL (SEE WALL PL NS) rn m v/ m _32 T W LU�w�~Ow—?2' > O r W o I A� W t� W Z (FUTURE 7 TURE STREET LIGHT—� 3 N �' Z o cn Zpw OdzdF=-�jUO�� IJJ ¢=8,Z�zuaoo ■ UF -z W aU(ntnw LL z U 22990 1 z W? W O w LL 9 -- -+- o--- ------.-- : — — — —-------- -- —_ ---- _ .--- _ -_ .--_----- --- — - 2 _ . �zF-2>pJ�OCn►- ao� >a'� z- ow�0ww=wOm j R/W� ----------- ------------------------------------------------------ r,. p}cwn -0 0��w Z m co W 0 w w U O< �'cn}Cn W W V O W ZC - - Ex - - (FUTURE) EL TORO VIEJO ROAD AND TRACT BOUNDARY: INSTALL W31 (CA) SIGN WITH OM4-3 MARKER AT PHASE Na. 12 — -- Ex sw 13 14 115 16 17 18 1 Il9 HORIZONTAL: 1"=50' SIGN WITH CONSTRUCTION OF ADJACENT PHASE. VERTICAL: 1 "=2' 10 10 0 10 10 ■ 10 10 18+72.71 10 - � VALVE TGUARD RE MAIN POSTS z 'tQ;N � w'w cn (n > Q Q Of = = PHASES 2,3 AND 54 w 0U- Lo U-EL TORO VIEJO ROAD M Z +10 , m CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=55.0 CONTRACTORS NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF -- STATION 18+22.73 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. N i r l l worn r 1 Mo z o� W W I LL~ I 20 -- I - 1 6 I �9 m_ H o H LL z a o- z w=¢z�zwwz� BLOCK WALL 1 2b,_ 11 U)��ry - HLL Oo �0z--jw c� Lu Z JCn22 zco wiozzwv�i�Qi E - Lu O z� W 0 0 ~ aawjzzU w < > cr m Q00000w�=cnz w U� U z0- a HF =- S o CC 0 WOQw3oz,w u>W-2Wumz8CV q� n Q L- ��oo�zpzooa Ve rn m v/ m _32 T W LU�w�~Ow—?2' > O a W o F_pzwp m W w_ z-� � F oo�aQwZOQ A� W t� W Z p�zp�tW n��Z> z o w p a F- 0 0 0 Ww��ozQ N �' Z o cn Zpw OdzdF=-�jUO�� IJJ ¢=8,Z�zuaoo ■ UF -z W aU(ntnw LL z U 10 z W? W O w LL 0 ���=�Qwz�0 Q = o o wo a LL, Lu CL ow W> J�Oc P 0� _� o p w zaafr ' �zF-2>pJ�OCn►- ao� >a'� z- ow�0ww=wOm j R/W� `u a0LLZ w°-�°a� p}cwn -0 0��w Z m co W 0 w w U O< �'cn}Cn W W V O W ZC N i r l l z. i I I 20 -- I - 1 6 I �9 '� BLOCK WALL 1 2b,_ 11 WALL PLANS) I I 0 E - i(SEE �- I I&0 L Q w O 22989 3 W w Z F-� U Lu aI w :2-�� -- - , -- - — W O C�� ZC1 - - 7L0-7 J (� = -- w m ' - - , r7 L --- - - -- ---- - --- - —EX s--- 22 - 23 > - - t '0 23+22,71 0 W o ■ �21+52.71 10 e =aEX FENCE AND OVERHEAD P �j ' UTILITY LINE EAST OF j R/W� O CENTERLINE TO REMAIN IN PLACE INSTALL W31 (CA) SIGN WITH OM4-3 MARKER AT PHASE Na. BOUNDARY OF TRACT IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE HORIZONTAL: 1"=50' SIGN WITH CONSTRUCTION OF ADJACENT PHASE. VERTICAL: 1 "=2' NOTE: EL TORO VIEJO ROAD OFF-SITE IMPROVEMENTS TC BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. _ PHASE 2 PHASE Z2 47.11' 0 47.13' �- 47.11'_ 47.13' -yl ON pp CURVE IM �ON CURVE UN CURVE I ON CURVE cp w V) l `9 m' 0° d' Of O C4),: to L✓ O af I �� i cU 0' i tt N }-0_ 00 O 0p U� C) U N U L0 r- w U O UINU,N Ultra � 0'�1'� toO mZO WCAm wCD NOO m6 WOmO O NQ�O M 00 UJI I r -m r� 100 00 00 00 N O Z); 00 _+ r� r7 �� ►� r� o+� rl� n I� r� +Z� � N�I N N(n N N NO N 0 j N ¢ o" o m� +� + + gym, 00 O m N N �? i z I �U, W Z'; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . LsJ! . . . . . . . 382 ........... ............. ....................... .:...:...:...:...:...:................. ....... ............................................. :. :.. :...:---:. :-..:...:... :. :.......... .:...:........ .......382 fUTURE DES/GN FLOMINE EX/_ITTLwI, ; 'CUV? Pfilofl : ........:............. ............................. : �PR.ORY.....................---:...............-----......r__� 4T.FLOJ11L,.... ..... .... � : : : : : : : : : ........... . : -0.20% �- - - -- - ---- -- - - _-- -. -- - -- - - -- -- - - - -- - 380:...:. :...:...:...:...:...:...:..�. -. -.-- =.--: —.�.� _: :...:...:...:...:.. :. :.. :...:...:. :...:..-....:.... 380 60% o 50 -0.2090 +0.28 - 0. .......... _.................................. .... ... - : _. _9a. . +0.55% . . . . . . . . . . . . . . . . . . -- 378 ........... ..................... :............................................... :...... .:............. .........................:..........:....................................................................................378 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 WEST FLOWLINE PROFILE M 1-1 00 N Ln 0 ,00P R 0 0�� 00 N U.1 3 _> U 0 38 U) z 0 0 w o_ DATE 05/28/2013 PA JOB No. 2078E SHEET OF I fa SHEETS I i I i w 0 O d LLJ LL W w Z F-� U Lu aI j �_ y n - aI LLi > Lu n J ,00P R 0 0�� 00 N U.1 3 _> U 0 38 U) z 0 0 w o_ DATE 05/28/2013 PA JOB No. 2078E SHEET OF I fa SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 -u - 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. E CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". M CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. WG. D-14. ; CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. C6 `' SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT OCATION OF SAWCUT AND/OR EXISTING SEWER MAIN WITH SIZE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. In CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING GAS MAIN PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE FULL BOXES NOT SHOWN. LJ CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMER ENCY ACCESS WITH 4" CRUSHED 2) ALL PLAN VIEW AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE . ® RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. > 2 Fill CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE > 2 DEDICATED BY SEPARATE INSTRUMENT). x u- OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.S. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. z 0 w U _! Li0 ' 0 LLLJ J; i UI I I� I 1 + q.0 __u- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 -u - INSTALL R1-1 STOP SIGN W/ STOP BAR. _c> INSTALL 5/ 800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY -- SEWER �s SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CO-) EXISTING UTILITY POLE -jlz-- —1!L - z1_1 EXISTING EDGE OF PAVEMENT - -FOL- - - EXISTING FIBER OPTICS LINE --EX36"s- - EXISTING SEWER MAIN WITH SIZE - —OHL- - EXISTING OVERHEAD UTILITY LINE -o-- EXISTING FENCE LINE - -GAS- - - EXISTING GAS MAIN --EXWTR- -- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. COUNTY OF KERN--- CITY OF BAKERSFIELD--- NOR RECREATION & PARK RW EXISTING IMPROVEMENTS q_ RW 30' 30' EX FL FL --10'± -- 20'± —20' 10' --EX-EP 16'-20'+-- SAWCUT 6'-20'±SAWCUT% MAPS• V ARIES �5 2 TYP. 21 *2% * SEE C.O.B. STD. DWG.GRADE LINE-` ST -11 FOR SLOPE SEE PLAN VIEW FOR - PARAMETERS STRUCTURAL SECTION 60' RIGHT—OF—WAY A TE STAR AVENUE SECTION ^' NOT TO SCALE 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 907. MAX. DENSITY. NOTE: RIGHT—OF—WAY NORTH OF CENTERLINE TO BE DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT I I COUNTY OF KERN PROPOSED R/W DEDICATION BY I it I NORTH OF THE RIVER PARK DISTRICT. I II EXISTING EXISTING F i II EX. CURB & GUTTER DRIVEWAY CITY OF BAKERSFIELD BOUNDARY DRIVEWAY i it o - -- -—� - - o - - - - - - - - - - - EX. CURB & GUTTER I O 0 6 11+90.00 - - _ _ - - -- -- - -- - -- - - - - - -- - - - - - - - I - -,. - 1' - - - 0 14+70.00 owi4 0 - --,. 12----f----- 3- -- r---�- ---- - --- --- 7+50.00 0 20+69.47 I! - , 15 6 6 1 &M 4----i�====_ __,________- 1===s -- -- o+-- —1 — -- s -- — --- - - - sII mom am � I z m 6 6bI u :E o N 1 20 20' 1 � I 1 � z I— m w U) - U Iw JOU D �— U w J Uom 0f—Ld w Ww O C-i10d Q00 p a- � m Z U ,�'. ++I +�� +I 0 w + Ln r N ri3r ^ r NOTE: CALLOWA FRONTAGE ROAD IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER C UNTY OF KERN ENCROACHMENT PERMIT. CNI 1 DI 201 lk' Ill 61 I 4 0 5 — IIS II Fi m a�W w O' W = o o Z O U) o 1 rl � U-) CITY OF BAKERSFIELD PHASE 1 5 0 0 0 O TELSTAR AVENUE 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=55.0 V) (II SI I CURVE TABLE Z:D II-- w U LLJ0_CEW w CURVE RADIUS LENGTH TANGENT DELTA C, 20.00' 31.42' 20.00' 90'00';,0" C2 20.00' 31.41' 20.00' 89-59',36- C3 20.00' 31.42' 1 20.00' 90'00'24" I I COUNTY OF KERN PROPOSED R/W DEDICATION BY I it I NORTH OF THE RIVER PARK DISTRICT. I II EXISTING EXISTING F i II EX. CURB & GUTTER DRIVEWAY CITY OF BAKERSFIELD BOUNDARY DRIVEWAY i it o - -- -—� - - o - - - - - - - - - - - EX. CURB & GUTTER I O 0 6 11+90.00 - - _ _ - - -- -- - -- - -- - - - - - -- - - - - - - - I - -,. - 1' - - - 0 14+70.00 owi4 0 - --,. 12----f----- 3- -- r---�- ---- - --- --- 7+50.00 0 20+69.47 I! - , 15 6 6 1 &M 4----i�====_ __,________- 1===s -- -- o+-- —1 — -- s -- — --- - - - sII mom am � I z m 6 6bI u :E o N 1 20 20' 1 � I 1 � z I— m w U) - U Iw JOU D �— U w J Uom 0f—Ld w Ww O C-i10d Q00 p a- � m Z U ,�'. ++I +�� +I 0 w + Ln r N ri3r ^ r NOTE: CALLOWA FRONTAGE ROAD IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER C UNTY OF KERN ENCROACHMENT PERMIT. CNI 1 DI 201 lk' Ill 61 I 4 0 5 — IIS II Fi m a�W w O' W = o o Z O U) o 1 rl � U-) CITY OF BAKERSFIELD PHASE 1 5 0 0 0 O TELSTAR AVENUE 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=55.0 RECORD DRAWING 12 13 0 0 0 O + rn r f+P-s 05 ?- 4AJD ,A 5 BY: FRED W. PORTER, RICE 33448 EXP RECORD DRAWING P"RSE ; 0N�k_y BY. FRZED W. PORTER, RCr 3,...,14 48 EXE? —Z 7%s DAT n:. -S 16 /e DATE 2 I d2 U, aw w patio w0v3 Lu F 8a -z a W ¢ 10 =�F--��hx-�}i.Za MZ �o tnwF �Oz�c~i� v �w��JzwwZ¢ wx0==wu�UQ w F z-F-,)50�_ QQ-U,,-UpO,wp� 2'Q�pZZUW� rra00Lu <, S9 U) ¢ rrxF- �xz Fow U K Z viwOwwviO¢zU w vim O 2E>_w -z- > O — Z Q~mw = pp 2 1 g ZO O Fw=1 o0~Z§wW.0 40E -M° }} p¢ Q w U w a x U O 0 0 cgaUd�F-�zpa O 1x Z== W O Q¢ F_aZ -IW �p U�xUwi=QU¢9w Z W U Lu W -W WOwut ti aaQUUOi�n�O VJ W =OZQUZOn 2 p F j U w0 ,a == F C7t=l�wx<)U<�OO Zpxc�5w W= xw az¢oxo�ocf)G >¢wz j¢ W U- z >! c) L =n O m c O 3 K z Qfw Q w w w U— O j m ww0Owz�cai)�� X x D 2 x O g w Z p F-F-00-F--U0M¢� -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.43' 31.42' w 31.42' I 31.42' 31.42' �! 31.42' ION CURVE ON CURVE ON CURVE � IUN CURVE °O ON CURVE ON CURVE `�. ICN CURVE 31.41' mIrno�ic� �° cA colr�co �Ic� d� aabb UIQ M IC CURVE WIT�cn� Uli�kD U v up ��¢u' o Uri UIr- U�� cfl a6 ao m l r� � 0° r- - w r- m l r` w r m w m w to U c0 v l U i r$r O r r, r. I r r I. r (6 C6 co m w m w t+� o to U M o K) r) t� O r- o n r, r. O cp C6 co 6 m w _jI11 11 O' o� '� ''� o'� ori ►i ri orj I� M U LJ U_ lL, M M O� pi O drill M + j 380........ o ..... N �a ±' N �i + + N N�ZQW r r. r. . . . . . . . . . . . . . . . . . . . . . . . + I. .r... .. ................ 0; + �I,...._............... 8C >.. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX,! ; T//VG GF OUND PROFIL f- \ - _ - - -- 378 .-o.- -- - -- - - - -- ... ........................................ .378 '— - ... .............................. +0. ,5. /.% . . . . . . . . . . . : . .-1 0 /o _2r p . . . . . . . . hti%. . . . . . . . . . . . . . -®.209- +0.0- 4'i- 376 . . . . . . . . . . . . . . . . . . . . . . . . . . .DESGN-ROWNEPROF&E I/ - % - - -. 0. _. . . . . . . . . . . . . .� 51. . . . . . DES/GN- f1OW INE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . 376 ........................ 10+00 ..... +00 12+00 13+00 14+00 15+00 16+00 17+00 i 8+00 19+00 20+00 21 +00 . SOUTH FLOWLINE PROFILE d z c Lu� c�. W Z 6 L0 > 4- N 0 t=i C X 0 L X c/ ILL W l 2d N CO W 2 o C45 Lu Z N N 0 LL, 0 N O CL f L P r � V) (II SI I U in Z:D II-- w U LLJ0_CEW w o oI C U :D= o 0 =1 0 0 r- I W I*- r V) a - RECORD DRAWING 12 13 0 0 0 O + rn r f+P-s 05 ?- 4AJD ,A 5 BY: FRED W. PORTER, RICE 33448 EXP RECORD DRAWING P"RSE ; 0N�k_y BY. FRZED W. PORTER, RCr 3,...,14 48 EXE? —Z 7%s DAT n:. -S 16 /e DATE 2 I d2 U, aw w patio w0v3 Lu F 8a -z a W ¢ 10 =�F--��hx-�}i.Za MZ �o tnwF �Oz�c~i� v �w��JzwwZ¢ wx0==wu�UQ w F z-F-,)50�_ QQ-U,,-UpO,wp� 2'Q�pZZUW� rra00Lu <, S9 U) ¢ rrxF- �xz Fow U K Z viwOwwviO¢zU w vim O 2E>_w -z- > O — Z Q~mw = pp 2 1 g ZO O Fw=1 o0~Z§wW.0 40E -M° }} p¢ Q w U w a x U O 0 0 cgaUd�F-�zpa O 1x Z== W O Q¢ F_aZ -IW �p U�xUwi=QU¢9w Z W U Lu W -W WOwut ti aaQUUOi�n�O VJ W =OZQUZOn 2 p F j U w0 ,a == F C7t=l�wx<)U<�OO Zpxc�5w W= xw az¢oxo�ocf)G >¢wz j¢ W U- z >! c) L =n O m c O 3 K z Qfw Q w w w U— O j m ww0Owz�cai)�� X x D 2 x O g w Z p F-F-00-F--U0M¢� -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.43' 31.42' w 31.42' I 31.42' 31.42' �! 31.42' ION CURVE ON CURVE ON CURVE � IUN CURVE °O ON CURVE ON CURVE `�. ICN CURVE 31.41' mIrno�ic� �° cA colr�co �Ic� d� aabb UIQ M IC CURVE WIT�cn� Uli�kD U v up ��¢u' o Uri UIr- U�� cfl a6 ao m l r� � 0° r- - w r- m l r` w r m w m w to U c0 v l U i r$r O r r, r. I r r I. r (6 C6 co m w m w t+� o to U M o K) r) t� O r- o n r, r. O cp C6 co 6 m w _jI11 11 O' o� '� ''� o'� ori ►i ri orj I� M U LJ U_ lL, M M O� pi O drill M + j 380........ o ..... N �a ±' N �i + + N N�ZQW r r. r. . . . . . . . . . . . . . . . . . . . . . . . + I. .r... .. ................ 0; + �I,...._............... 8C >.. .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EX,! ; T//VG GF OUND PROFIL f- \ - _ - - -- 378 .-o.- -- - -- - - - -- ... ........................................ .378 '— - ... .............................. +0. ,5. /.% . . . . . . . . . . . : . .-1 0 /o _2r p . . . . . . . . hti%. . . . . . . . . . . . . . -®.209- +0.0- 4'i- 376 . . . . . . . . . . . . . . . . . . . . . . . . . . .DESGN-ROWNEPROF&E I/ - % - - -. 0. _. . . . . . . . . . . . . .� 51. . . . . . DES/GN- f1OW INE PROFILE . . . . . . . . . . . . . . . . . . . . . . . . 376 ........................ 10+00 ..... +00 12+00 13+00 14+00 15+00 16+00 17+00 i 8+00 19+00 20+00 21 +00 . SOUTH FLOWLINE PROFILE d z c Lu� c�. W Z 6 L0 > 4- N 0 t=i C X 0 L X c/ ILL W l 2d N CO W 2 o C45 Lu Z N N 0 LL, 0 N O CL f L P r � X\1 Q W I wLL s� LL I z > 2 )_ z z z w m 1 o Ld L g co LL > 2 x u- O L Q o 2 v wLs- O- ��d � y � � i-) f1) z - CLQ J Z � � Lr) W COW W (.0Q O F=M J W W rf000 F- 00 O N Z 0 ui c 00 DATE 05/28/2013 cn PA JOB No. 2078B'; z _ _ SHEET > I co c N OF SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 21 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 73 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDA D PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DVVG. D-14. 50 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. SID. DWG. ST -4. m SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR SEWER MANHOLE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKE SFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 0) + Nj PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERG NCY ACCESS WITH 4" CRUSHED ++ AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1 EXISTING FIBER OPTICS LINE ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. LL_ LL_J 11 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA - = Irw� UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 0 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 EXISTING GAS MAIN INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE 0 DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.El. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. GRADE -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. I 1 4 22965 N R1-1 -o- INSTALL R1-1 STOP SIGN W/ STOP BAR. 00 W II I X101II 0' "10 ' tp -t} INSTALL 5,80o LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. < � W - - RIGHT-OF-WAY �i o = _ - SEWER a- :ul 2 O U i_z Q �— 4to SEWER MANHOLE I <<Z cn mc)3 0 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O NN 0) + Nj EXISTING UTILITY POLE �x NN + N 000+ <-=,02 0g. W U_~'Z-a'�cn F -J z k'; 0' :10' LO , -,Ln, 0 EXISTING EDGE OF PAVEMENT O ++ � p -- EXISTING FIBER OPTICS LINE _j r- + 12 U SwF aOQ -W M. <, ninU - - - EXISTING SEWER MAIN WITH SIZE LL LL_ LL_ LL_J - - -__- - - EXISTING OVERHEAD UTILITY LINE aJ0=�0o,~ 0 - = Irw� 10 - r- EXISTING FENCE LINE a- < :D �wO�%wQWg •,�`L to p EXISTING GAS MAIN N I! 0 -- - EXISTING WATER MAIN ��oa�00man --I > V) > 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. _jO� 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. _j U O p� asE 11 LJ. _j 0 N d' 0) W 0_ 00 O C 01 rn 00 LO O %9 x 1 & ri +I I CSO RECORD DRAWING r"%rl.4s LS O 2 A"b 5 �� J +j + �3 w + O 1 LTi 2 J 2 - Z7-15 8Y: FRE W. PORTER, CE 33448 EXP. DATE 2 REDO D DRAWING � 5 TYP; c2 ?VAf6 2 OTAL-Y o- _;10+00.0o FL 9+28.23 0 U Y-. I" Rig: ' r W. PORTER, RCE 33448 EXP DATE 3 RW CL RW 30' 30' I F L FL VARIES 79 L �10' 20' 20' 10' o\ VARISS 0 2' TYP. i 2' TYP. 2 X !. - * % MIN• *2� A' 2% * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS U m OI O + I n 20' 0' ''.10 I �I 1 �f 3 I t O 3 , j, 1 1 o' o: ' `15 TYP. I 1 4 22965 N i_ C�p II � it 00 W II I X101II 0' "10 ' tp w UIQ Q Of L.Ljw (n cn < � W of +I aQ �i o = _ W a a- :ul 2 O U i_z Q �— 4to e I <<Z cn mc)3 0 M�N r 00W O NN 0) + Nj I 11� �x NN + N 000+ <-=,02 0g. W U_~'Z-a'�cn F -J z k'; 0' :10' LO , -,Ln, 0 OI O ++ � p c6touw ,wLL•-OzQ O O _j r- + 12 U SwF aOQ -W M. <, ninU O LL wQ w w U w p O w LL LL LL_ LL_ LL_J RW CL RW 30' 30' I F L FL VARIES 79 L �10' 20' 20' 10' o\ VARISS 0 2' TYP. i 2' TYP. 2 X !. - * % MIN• *2� A' 2% * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS U m OI O + I n 20' 0' ''.10 I �I 1 �f 3 I t O 3 , j, 1 1 o' o: ' `15 TYP. I 1 4 22965 N i_ C�p II � it 00 W II I X101II 0' "10 ' tp I ; UIQ Q Of L.Ljw oda < � W of +I in W = J > CO �i W < JO L- W i Q w o Ld :ul 2 O U i_z Q �— ONAGOLD COURT GRADE LINE SEE PLAN VIEW FOR -J STRUCTURAL SECTION 60' RIGHT-OF-WAY 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"=50' TI=4.5 R=55.0 VERTICAL: 1"=2" NOTE: ENTIRE STREET SHALL B~` CONSTRUCTED WITH PHASE 1 �I ! M 31.42' ON CURVE 0 2 0 r of cy) Ld U 1-6 oo U � 0- 47 00 0- 00 � 00 m r W r n �' N M tp M L OD pry O i t� I tI ................N .�,�...........r n..........0 .... ........... 00 LO c0 O 01 0 380 .... :...o of ....... ± .:. ..380 _j u DESIGN . .� : T .. PRORLE ................ .. ... ......... . -•-•--......-- . . . . . . . . . . .378 •Z•f--_.._50% . . . . . . :378 . o4,;_ EX/ST/NC CROUND P-�'OF,,L 1 .54/- 376:................................................................376 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE IDENTICAL POINT NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 I LO 31.42' _ I� r `J ION Ud m U14 it C) (0 0_i p2�C� a� pW0 Umlh WLl1 00 00 I M 1� NM ton too0tj Olt? ? . . . . . . . . . . . . . . . N co ,� . .r .+ r,�l . . . . . . . . . 0a . . . . . . . . . . . . tp r to ca O LO i t� 380:...:...:...:... 0) O+. J o ± . N N . . IJE SIGN : L� . . . ,r :380 U ROWINE PROR/LE I . .� : . ... / .._........ 378 ............... - ..2$- -.-- .�� _. __ - .:-- - .- ....:...:378 -0 -� �9g! -. • . EXL ANC ROMYD Pt? _IZE s 5 ).15 . AT FL OWL I. VE• 376.................:..............................I................. 376 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE —6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (7YP.) 6" MIN. TO 90% MAX. DENSITY. 6� 7 E•1 CURVE TABLE ' `15 TYP. CURVE RADIUS I LENGTH W N i_ 20.00' 00 W C2 35.00' 27.13' tp 44'24'55" n CO + 0)N 268'49'50" -- �& 2 G +ri LO 0+ J 0 '-i 6 JO L- CURVE TABLE ' `15 TYP. CURVE RADIUS I LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 142.00' 197.06' 1 42.87' 268'49'50" w _z J H O D � 14.5' 14.5'j ' TYP. TYP. \ l - -- 1-- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS ' `15 TYP. 10+00.00 < Q >. FL 9+28.23 � � C'-- Lu F - <c ccomwcnwLu< - a¢z�~F-LLzOZ p w w= N w cn Q U m ----- 14 -- �& 2 G - - 9 �O�� LLJ O~�ci) I ON i Q w o + :ul 2 O U i_z Q �— I e I <<Z cn �j p6 Q L cnw�wwcnwmzp I C—z7�0-0%9 'O L I (n lI- W w}> p V zw w W ZQ W W F- In o m I e1 U <-=,02 0g. W U_~'Z-a'�cn F -J z k'; 0' :10' LO , -,Ln, 0 2O�Q� W W ZpQ J z Qw��w,-- Z c6touw ,wLL•-OzQ W Z UJ 09 Laza'w>�U) Q w O z- O O z z LL0 12 U SwF aOQ -W M. <, ninU IIV� LL wQ w w U w p O w LL LL p- W S= H U U Z zQww aJ0=�0o,~ 0 - = Irw� 10 U a 11 a- < :D �wO�%wQWg •,�`L to p Z LLI N I! 0 w w 0 0 w Z m} U) ��oa�00man --I > V) > 'fix ++ L LLJ N Lr) C() IO+ _jO� O O L0i `- ILL. U_+ 3 0 _j U O p� asE 11 LJ. _j 0 Q_ PHASE 1 & 6 5 �ii�t�IY�7J�a U I 1 U- 0 w o w 0 < Q >. ZowwwZW~ � Q Lu F - <c ccomwcnwLu< Q z z a¢z�~F-LLzOZ p w w= N w cn Q U m Of > = HO��OZ�c~i�viU zoa:3c�� Q0 O � W �2��,S�Z00 zE U) LuQLL W W �O�� LLJ O~�ci) = Lu ON i Q w o + :ul 2 O U i_z Q J _� Q i t I F- e I <<Z cn Q W p Q 0 Q m cww, p6 Q L cnw�wwcnwmzp !I U�WJ C—z7�0-0%9 'O L I (n lI- W w}> p V zw w W ZQ W W F- In o QL) ii _ S�<cn I e1 U <-=,02 0g. W U_~'Z-a'�cn F -J z k'; 0' :10' LO , -,Ln, 0 2O�Q� W W ZpQ J z U I 1 U- 0 w o w 0 - _jo� 5� ZowwwZW~ Lu <z�z z� ccomwcnwLu< a¢z�~F-LLzOZ p w w= 7moin W=¢ z~ z U) o HO��OZ�c~i�viU zoa:3c�� (' W Z 0) Le) W �2��,S�Z00 zE U) LuQLL W W O }' 20== cnU Z = Lu F- U O �Qw>>zzUpw� Q } N pow<x�z U QLL�pce w V 5 9 oza~v�F �F- !!) o 0 Q W p Q 0 Q m cww, p6 Q L cnw�wwcnwmzp f/1 uJpJ�J (� C—z7�0-0%9 'O L cY�o 02 W w}> p V zw w W ZQ W W F- In o N - I LLI m o <-=,02 0g. W U_~'Z-a'�cn F -J LLI ti �n 2O�Q� W W ZpQ J z Qw��w,-- cr c6touw ,wLL•-OzQ W Z UJ 09 Laza'w>�U) Q w O z- O O z z LL0 12 U SwF aOQ -W M. <, ninU I LL wQ w w U w p O w LL LL p- W S= H U U Z zQww aJ0=�0o,~ 0 - = Irw� cn=�1-Q V>a t�u,W=�z "<.O z p W _U W Fwo 2>� LLt- ?QOJ" a- < :D �wO�%wQWg c:jOLLJ Q~ Oww(n..U) m -D Z LLI m co W 0 w w U O j w w 0 0 w Z m} U) ��oa�00man --I > V) > WINESAP COURT cCONST?\OCIt \N i I r% CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1 "=2' COMPACTED TO 95% MAX. DENSITY TI 4.5 R=55.0 _ PHASE g5 y; PHASE -1 I I 31.42'_' ON CURVE, rNo U It 11 L) Lo mwc66 m I6r � a+ �!to �ao in PO PO c0 ? O It? W M380 . . . . . . . . ...... .il. ............. 0; O...r . . . . . . . .380 00 U u_ L'- o: JO! : 378 ............. ..+ '�........................ ........:...:378 EXIST/N'� CRGUND PROFILL- AT . . . . . . . . . . . . . . . . . . . . FL OWLI/%r . . . . . . . . . . . ro . . . . . . . . . . +0," , + %O 376:...:...:.. o.2&7c +0.26r. . , 2 376 .. ........ �......0 ,..\..... ............... DES/GN FLOWUNE" PRORLE -i 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 95 PHASE 1 -11.42'-; IDENTICAL POINT ;ON CURVET cfl r ro 1100 x r a-- zuz N •- w LO t) W t0 U I r U ) 6 6 d tp 00 O (p m i t6 W 1'. U j� j to n +00 .to Q M to J J_j 0 LO O i N r+; N380 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .380 wa- O OW O _j ri z o to J. ! . . . . . . . . . . . W. . . . . . . . . . . . . . . . - . 378378: . : . . . : . .... . EXISL 1'C OROUND PROFi;' A T ELOWL;:vF . . _a . . . . . . . . . . . +� %, +0.289 .+0.26 +fl.27% . 376:............ ............................376 DES/GN FLOdKhVE PROF/LE - ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE I I<r� 3 - _jo� 5� I <z�z z� 7moin L1_ ui ,f 1 J o I O O >: 22966 3 I + LL, z iw a t I II 17I i it I III I I `_a' II I JI W I LJ Iffis i �I 12 BIW I a 0 d U's L/-'00 m= - = Irw� 0 C'- a- < :D Z LLI + --I > V) > _ LLJ uj 0 p� asE 11 WINESAP COURT cCONST?\OCIt \N i I r% CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. VERTICAL: 1 "=2' COMPACTED TO 95% MAX. DENSITY TI 4.5 R=55.0 _ PHASE g5 y; PHASE -1 I I 31.42'_' ON CURVE, rNo U It 11 L) Lo mwc66 m I6r � a+ �!to �ao in PO PO c0 ? O It? W M380 . . . . . . . . ...... .il. ............. 0; O...r . . . . . . . .380 00 U u_ L'- o: JO! : 378 ............. ..+ '�........................ ........:...:378 EXIST/N'� CRGUND PROFILL- AT . . . . . . . . . . . . . . . . . . . . FL OWLI/%r . . . . . . . . . . . ro . . . . . . . . . . +0," , + %O 376:...:...:.. o.2&7c +0.26r. . , 2 376 .. ........ �......0 ,..\..... ............... DES/GN FLOWUNE" PRORLE -i 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 95 PHASE 1 -11.42'-; IDENTICAL POINT ;ON CURVET cfl r ro 1100 x r a-- zuz N •- w LO t) W t0 U I r U ) 6 6 d tp 00 O (p m i t6 W 1'. U j� j to n +00 .to Q M to J J_j 0 LO O i N r+; N380 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .380 wa- O OW O _j ri z o to J. ! . . . . . . . . . . . W. . . . . . . . . . . . . . . . - . 378378: . : . . . : . .... . EXISL 1'C OROUND PROFi;' A T ELOWL;:vF . . _a . . . . . . . . . . . +� %, +0.289 .+0.26 +fl.27% . 376:............ ............................376 DES/GN FLOdKhVE PROF/LE - ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE `G\NEER *'i 00 tGO 0- M w 3 > U d � U C:) .coD 00 N u-; 0 3 0 U cn I cnc / z i 0 0 DATE 05/28,12013 PA JOB No. 20783 Li SKEET 0 m cxD0 N / OF i R SHEETS I I ' i W F• ui j ILL o > z a >: LL, z iw C3 `_a' LLI W I LJ � I a 0 d `G\NEER *'i 00 tGO 0- M w 3 > U d � U C:) .coD 00 N u-; 0 3 0 U cn I cnc / z i 0 0 DATE 05/28,12013 PA JOB No. 20783 Li SKEET 0 m cxD0 N / OF i R SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. u CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. C2I CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK P 7 R STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER C.ALTRANS STAND RD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. WG. D-14. '-5I CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. ETD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR --EX36"S - TAPER GRIND SHALL BE DETERMINED BY CITY OF BAK RSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING - —OAS-- -- - PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE :)ULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMER ENCY ACCESS WITH 4" CRUSHED PER CITY STANDARDS. AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. 09 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. Fl -01 PROTECT IN PLACE EXISTING UTILITY POLE. j 0_'� CI 11 I CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST 17 (CONTRACTOR SHALL COMPACT AREA rn �p UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' [1:21 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 LL, 2) 2 INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (T MPORARY TURNAROUND EASEMENT TO BE _j DEDICATED BY SEPARATE INSTRUMENT). .............. O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.0 B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 9 RECORD DRAWING ,��� `j- 4,4v !d 5 �' -._ 8Y- FRED W. PORTER, RCE 33448 EXP DATE 8 RE"> ORD DRAWNG °PNf�TSE 2 Otau-j 1 i�Lf �i 8Y: FRED W. PORTER, RCE 33448 EXP. DATE FL 9+28.23 -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. -C>- INSTALL 5,eoo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY z�c~>FcnooLL� SEWER �s SEWER MANHOLE ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CO-) EXISTING UTILITY POLE -j/z _& - EXISTING EDGE OF PAVEMENT - -FOL- - EXISTING FIBER OPTICS LINE --EX36"S - EXISTING SEWER MAIN WITH SIZE - -OHS- - - EXISTING OVERHEAD UTILITY LINE -- ---c EXISTING FENCE LINE - —OAS-- -- - EXISTING GAS MAIN —ExWTR— — EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 0 U II vl cr_ PROFILE AT O j 0_'� CI O w O m m cn O _j O O rn �p r7 00 0 00 L N' a- zz a -m wwo> d7 N 0+ + 0 N LL, 2) 2 7 6 0+ _j 5 .............. Z �ZOw= F- wW .............................. WDw Z Q U Z C ............ +0.50% 378* : ......... z O W O O d p F U- :378 cnwx�zx-Q II I I �1-� t : i 'If w0W 0<. Q' DESIGN FL0#LINE PROFILE .......... 0 x H W W- J w a 0,- z >- U)m; II Ir II I 0 m U U U Z 9! m! z J z IIULaL,- 3w o 10 q-0 0 0x N M u-) r7 LJi � 3 U O a i��►���u��u �� 10+00.00 •�� G MIN �aml_m_ i►. I PHASE 1 2296 GOLDEN DELICIOUS 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=55.0 PHASE 1 31.42' 1 ON CURVE 00 co rn U ro 11 U O of + rMh N 00c.0 of -7 O w N U v U m� M Q LO LO d co 00CID co 3 r)0 O C(O M to OR� r-+r� O JJLO d NLiIi N + + O ---.... _. ..-J� . . . . . . . . . . . . . . . . . . . . . . . . -- rel. _j 04 378 ............... �+, ..... EXiST✓NC-0?a11VD...... .......... 378 PROFILE AT w : FOwmvE ............................... .. ........ ... ............ 376 ................ :...:+a. +o. � +0•�j:...:........ 376 +0.�% .25•J .z5.j: DESIGN FL0N2INE PRI/LE 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE1 _ U w�1, 1 00ccoo CO w 5 wx0==wcnU< z DLj ® D W z�c~>FcnooLL� o_ r -r- r7v (! U II II n O S N N cow L� (a N CO M 0 O - ---- zo. TIL TO Cy)+ ELI ���0 o + t FX✓.STINC- GROUND O O to + 0 PROFILE AT O -i LL_ FLOW' /NE • _j O O PHASE 1 2296 GOLDEN DELICIOUS 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=55.0 PHASE 1 31.42' 1 ON CURVE 00 co rn U ro 11 U O of + rMh N 00c.0 of -7 O w N U v U m� M Q LO LO d co 00CID co 3 r)0 O C(O M to OR� r-+r� O JJLO d NLiIi N + + O ---.... _. ..-J� . . . . . . . . . . . . . . . . . . . . . . . . -- rel. _j 04 378 ............... �+, ..... EXiST✓NC-0?a11VD...... .......... 378 PROFILE AT w : FOwmvE ............................... .. ........ ... ............ 376 ................ :...:+a. +o. � +0•�j:...:........ 376 +0.�% .25•J .z5.j: DESIGN FL0N2INE PRI/LE 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE1 _ N Ilw O �00 � + O + 0 31.42' M ON CURVET N tr w x r- 0 0 U co co m co w K? 0 M r7 O N + ..........:3 8 1 376 ...................... +cr- +o. ...............:....376 +0.28% _ • 20'. : DESIGN FLOWLINE PROFILE ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE RW RW ' 30'— 30' Fl_ FL RIES 22° M --10' 20' 20' 10'— VARIES /� VA�/ ll' 2' TYP. i 2' TYP. y 2Z2% * MIN. *2q MIN -- ! !r P 6" TYPE "B" CURB & GUTTER W/ 4.7' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND * SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. PARAMETOERS LOPE 60' RIGHT—OF—WAY DENSITY. TYPICAL LOCAL STREETNoSEoCTIION SCALE r 1 0_' jwII­_ VI Of� W Ld w W = o J > 0 o <w o 3a i 50 I I ' i � � �•9- � 20� 0' 1 II FFiN 00 II 110+00.00 11 it N 3 _ II G� II — — �� III at 6 ' 20' Q'Illbi 39 >W!— w zW o z o -J > V + a o O O O v 0LL LL C LL, U 0 w O u Lu u w wo< z u>w cwi�m W m_wa�=[ W 2 Q z; 0 w m uv>-,wz�>� 1-— O x o C to w�1, IDENTICAL POINT � 74 00ccoo CO w 5 wx0==wcnU< z DLj ® D W z�c~>FcnooLL� m r -r- r7v (! U II II n O S N N VLLiiLi_ L� (a w vz�OQ z� zaz0 cr, d + - ---- zo. TIL TO ELI ���0 o 378 FX✓.STINC- GROUND . . . . . . . . . . . . . . . . .rn . . ---i PROFILE AT • •�` FLOW' /NE • N Ilw O �00 � + O + 0 31.42' M ON CURVET N tr w x r- 0 0 U co co m co w K? 0 M r7 O N + ..........:3 8 1 376 ...................... +cr- +o. ...............:....376 +0.28% _ • 20'. : DESIGN FLOWLINE PROFILE ................................................................. 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE RW RW ' 30'— 30' Fl_ FL RIES 22° M --10' 20' 20' 10'— VARIES /� VA�/ ll' 2' TYP. i 2' TYP. y 2Z2% * MIN. *2q MIN -- ! !r P 6" TYPE "B" CURB & GUTTER W/ 4.7' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND * SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. PARAMETOERS LOPE 60' RIGHT—OF—WAY DENSITY. TYPICAL LOCAL STREETNoSEoCTIION SCALE r 1 0_' jwII­_ VI Of� W Ld w W = o J > 0 o <w o 3a i 50 I I ' i � � �•9- � 20� 0' 1 II FFiN 00 II 110+00.00 11 it N 3 _ II G� II — — �� III at 6 ' 20' Q'Illbi 39 >W!— w zW o z o -J > V + a o O O O v 0LL LL C LL, U 0 w O u Lu u w wo< z u>w cwi�m W m_wa�=[ W 2 Q z; 0 w m uv>-,wz�>� 1-— O x o C IN 0 Z) W z� m > <w 0 — — 3 1 6&M 12 12+80.001 1 1 &02 cl/ I I �- 1 I I I I 1 N — 6 0 -d 29 'j, w�1, W _ 31.42' CO w 5 wx0==wcnU< z DLj ® D W z�c~>FcnooLL� J Q W x z z U O L �- m QazoOw�cno x oHaEF-t--� a O S N zzW �gofz0 <w�w�a C� L� (a w vz�OQ z� zaz0 114.514.51 Q - ---- 2330:s n00q"( LOU ELI r_>WO =c TIL TYP.' ELI ���0 o f=� Wu-1_-Z;Ew- nF LLI go�QQWoZ� ---i cXI.STIIVC :'�?OUND PROF✓LF . -�-7' TYP. SUEC O 'T 'u" o�z�=ow�< TYPICAL DRIVEWAY DIMENSIONS N' a- zz a -m wwo> 380: .........................•-•-•-............ LL, 2) 2 NOT TO SCALE z _ m Q 0z w .............. Z �ZOw= F- wW .............................. WDw Z Q U Z C ............ +0.50% 378* : ......... z O W O O d p F :378 cnwx�zx-Q z�9 Z,.- JE x 0c( -w 'If w0W 0<. Q' DESIGN FL0#LINE PROFILE .......... 0 x H W W- J w a 0,- z >- U)m; .............................................. 10+00 0 m U U U Z M 00 0ZE < a W OJ"'wv-O' WEST FLOWLINE PROFILE w w 0 O w z¢ w `. rx-soar=-ooLu� IN 0 Z) W z� m > <w 0 — — 3 1 6&M 12 12+80.001 1 1 &02 cl/ I I �- 1 I I I I 1 N — 6 0 -d 29 'j, 31.42' _ 31.42' m DLj ® D W of �Z_O Lj UJ m + > W N Ld �1`0� U0) C6 ...W! ............ 382 9+3 10+2 PHASE 2 PINK LADY WAY z� HORIZONTAL: 1"=50' HORIZONTAL: 1"=50' VERTICAL: 1"=2' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 2 ...........................�_0 .......... +0.26% 378......... :378 ............................ DESIGN FLOW INE PROFILE ................................................................ 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE iz O iQ j U 3 � _m LL ;x i� dz =o Lu �w U j a i it : i Luo m 50 �a :0 0 iLL W U �LL. LL =O im .o i~ 0 _ W im W C m >I`_ W c� U) M 00 N Ln 0 U Z co o WznLO W 17 o ? O N M 0 cl) a CO W 0 s (� zLz co N Q� wo 06 z �� N M r' �n OfCJ wzo(0 UJ o �J 0 L 11 31.42' _ 31.42' ON CURVE! ON CURVE: UJ 382 .........m rYO SIN °' . w 06 ..............................m �1`0� U0) C6 ...W! ............ 382 w i- OIC Q - ---- O 0rj LLI + cXI.STIIVC :'�?OUND PROF✓LF . .:. . . Oz a O A fL OWL ✓ - N' , LLI 380: .........................•-•-•-............ E>; W Iw .-.............380 .............. - .............................. ............ +0.50% 378* : ......... +0.26% ! :378 DESIGN FL0#LINE PROFILE .......... .............................................. 10+00 11+00 12+00 13+00 WEST FLOWLINE PROFILE PHASE 2 B 31.42' 31.42' ON C RU VE ON CURVE, 010 U N U,^ U',O 382 °�° o ° mi ° w,� ............ 382 . . . . . . . . .ao r7 - r7 1r7 -- . . . -- + . . .0 -----.---- . -z -- - -- — - - . . . . . . . . . . . . . . . . . . . . . . . .N.. FX/ST/NC 6 FOUND PROF/LE 0_ + . . . . . . . . . . . . . . 380 ......................... AT.FLOWL/ll- ....---............ ....... 380 ...........................�_0 .......... +0.26% 378......... :378 ............................ DESIGN FLOW INE PROFILE ................................................................ 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE iz O iQ j U 3 � _m LL ;x i� dz =o Lu �w U j a i it : i Luo m 50 �a :0 0 iLL W U �LL. LL =O im .o i~ 0 _ W im W C m >I`_ W c� U) M 00 N Ln 0 U Z co o WznLO W 17 o ? O N M 0 cl) a CO W 0 s (� zLz co N Q� wo 06 z �� N M r' �n OfCJ wzo(0 UJ o �J 0 L SNEER V� to LLJ ; > U a o� 0 `' o����S✓v3b � S�P� z w UJ w � Q w Q LLI L C. Oz a �} z w , LLI E>; W Iw Lu ILS LL ICC a - �� SNEER V� to LLJ ; > U a o� 0 `' o����S✓v3b � S�P� DATE 05,'28/2013 PA JOB No. 20788 SHEET OF 16 SHEETS z UJ w DATE 05,'28/2013 PA JOB No. 20788 SHEET OF 16 SHEETS CONSTRUCTION NOTES to 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DW 3. ST -1. 21 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 3[] CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". X41 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. a] CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. 6 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXAC LOCATION OF SAWCUT AND/OR M TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 7, CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING . PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. C5 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EME GENCY ACCESS WITH 4" CRUSHED IL AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. ® RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. Q . . . . . . . -.� 11 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST 17 (CONTRACTOR SHALL COMPACT AREA OoW¢ aza~W>cn UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SID TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 ._H>¢Uwig2o INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE /� 0- DEDICATED BY SEPARATE INSTRUMENT). * O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. I. 9X 8u .�rNl 15 16 FL 9_40• �6 1 17 I� FL 8+87.58 - FL 8+89.00 PRC FL 8+75.30 BC ?ECORD DRAWING PIAS I- AAj,D &5 DY. FRED W. PORTER, RCE 33448 1 EXP, DATE 80 . . INSTALL TRAFFIC SIGN PER CITY STANDARDS. - R1 -1-Q-- INSTALL R1-1 STOP SIGN W/ STOP BAR. COUNTY OF KERNCITY OF BAKERSFIELD----y - INSTALL 51800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14.FNOP RrCFEATION & PARK RIGHT-OF-WAY W EXISTING IMPROVEMENTS � RW - - -- 30' 30' SEWER 10 + EX FL 20'±EX-EP 18'-20'±-20' FL 10'-� s0 SEWER MANHOLE ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. I I % 4'ARIES `O-) EXISTING UTILITY POLE SAWCUT IZ 2' --I I-- 2' TYP. EXISTING EDGE OF PAVEMENT *2% MIN.- - EXISTING FIBER OPTICS LINE „` y 6" TYPE "B" CURB & GUTTER %, -- EXISTING SEWER MAIN WITH SIZE,- W/ 4.5' WIDE SIDEWALK GRADE LINE - - -- - EXISTING OVERHEAD UTILITY LINE * SEE C.O.B. STD. DWG. COMPACT UNDER CURB, GUTTER AND ST -11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK (TYP.; 6" MIN. TO 90% MAX. - --"--' - EXISTING FENCE LINE PARAMETERS STRUCTURAL SECTION DENSITY. -- - - EXISTING GAS MAIN NOTE: RIGHT-OF-WAY WEST OF CENTERLINE TO BE DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE EXISTING WATER MAIN INSTRUMENT 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE 60 RIGHT-OF-WAY A SUNCRISP LANE SECTION PER CITY STANDARDS. r.. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. NOT TO SCALE 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. lq- a n. 0) m w w I m I Z 0 +O Q = wl 1� w cn 0i - A- +00 �+ M (f Lj OI c �ui X o o LL_ ± -I W w vi + ro 0 2 Iw w>uj N I\ of 14 U- 13 ~ N �` COUNTY OF KERN Q I I Z 1 D, 0' I 0' 110 C9 CITY OF BAKERSFIELD BOUNDARY w II ' m 2 ,-EXISITING CURB & GUTTER Q2 C2 `- G� II--- -- - - - - __ _ _ _ _ -� _- - - - - - - `-- - _- - 10+00.00 0& 2 II - - 11_ cv ��2 _ - -13 6 'O SUfJCRISP LANE _ L- - - - - --� - - 16 0 6 -- --- --- -- - _ 1 O -- - - 4 1 & 2 -- - - - v� = o - i- o�=+7316 =__ - - - - - - --- - -- -- o- ----- -- 15+6G 1 & 2 -- - - - - - - -- 0 1-8 �4II. 0 - II =�o -_--__ _______- G - - - - -------- it G� III 229681 I I 5 I TYP. I 3 ZE383L 22984 I II II I O U 1 201`1 0' 1 N 11 19 0 20 m z o 21 0 22 U 23 O 24 O 25 �� ! O 46 47 III rn �'!oa 6 N o 0 o 0 I N I w o vlw + + + + + v > W !- 0 �O f N D W 0 + U _ m BZm0LdF_ o < O Lu O 0 ILL. Ll)>n o rnzW LO m w=� 00; + > � w m Q l V) r W cn PHASE 1 my to CURVE TABLE UI m�¢ 1 U Ma- m'r�N w I,- MO 00 m LO SIM O O C2 Zp Ow"I � 6.94' ± O C3 M 1 197.70' 000 �+ C4 M O . P r- C5 �_ 31.42' IL + ¢�=pZN�OOOw i -a0 31.41' 4CURVE ISM PHASE 1 SUNCRISP LANE 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=55.0 46.68' 1�ON�CURvCii:� CURVE TABLE UI CURVE RADIUS LENGTH m'r�N w 0 C1 0N0 mP'zI04 LO 20.00' 89'59'36" C2 Zp Ow"I � 6.94' w!� O C3 > ui 1 197.70' 202.03' `- C4 M O Q W Q� O Q m U 35.00' N C5 20.00' 31.42' 20.00' + ¢�=pZN�OOOw i -a0 oo�a�W02F_ w iq Cj Z N. cry Q . . . . . . . -.� ^/ �R COzW _-. . ............................. ... _-a U - -- - _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ...............m.......,....380 • • . . . . . . . . . . . -NOTE: VERIFY EXISTING -LOCATION AND 'ELEVATION • • • • • • • • . 'IN FIELD, PRIOR' TO CONSTRUCTION AND NOTIFY 6YOUNO PROFILc : : ENGINEER' IF THERE' ARE ANY' DISCREPANCIES: 2. 78 : . . . . . . . . . . . . . . . . . . ' . .. . . . . . . - �.2% . . . . . . . . . -- : : .,a --_-----.. . 378 0. 21o - 0.2a ° �;.......................................... DESIGN fZOWJNE PROg1,C J •. -- - ......................... 76:...............................................:...:...:...:...............................:...:...:.. ......... .......... .................................. 76 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 30 18+00 WEST FLOWLINE PROFILE I 54.97'�� PHASE 1 - -_ - - ON CURVE I 31.42' 31.41' U `O 0 V rn err` ION CURVE ON CURVET m O^ mLi om 0000 C-)(0UI�Q(� Urn 0) v�� m� Wl�mr w� mn LI � �M OO IM 00 to �i� + U I.L. li O C5 �Ir� 0 04 0 00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . O mn + + + _ . 6 Z Q �. SO . . . . . . . . . . . . . . . . . . . . . . . . . . . . t 7 350 - . . . . . . . . . . . . . . . . . . . . - . . . . . . �- �X/S%IN GROG %UD ,pRGfiL . . . . . . . . -- - _ - - -- - •--. - : -. - - -- -- - AT FLONUNE378 - -- _ - :.......: :...: :...:...:....... .+0.20 .....378 90 +0.22 509�� �% ....... .:22 °I : ES/ 0 PR E . . . . . . . D GN- 1`Z 1K%NE - OVJL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,Of S. . fZO. . . P. . . . - 76 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+0018+00 p' 30 18+ 00 EAST FLOWLINE PROFILE C 0 D W W LQ W = M > �= W m w z J O i 4.5'1.4.5' TYP. TYP. ' i-- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE REMOVE EXISTING CURB & GUTTER AND INSTALL DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (STD. 22' wI[)E) � U CURVE TABLE CURVE RADIUS LENGTH I TANGENT DELTA Cl 1 20.00' 31.41' 20.00' 89'59'36" C2 35.00' 13.70' 6.94' 22'25'35" C3 84.00' 1 197.70' 202.03' 134'50'47" C4 35.00'54.97' Q W Q� O Q m U 35.00' 89'59'36" C5 20.00' 31.42' 20.00' 90'00'24" w z J O i 4.5'1.4.5' TYP. TYP. ' i-- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE REMOVE EXISTING CURB & GUTTER AND INSTALL DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (STD. 22' wI[)E) � U 06-10 w0co z W W WLu N w m W 2 w w¢ F o W-�O���0 a¢ z U Z O Z w a ~ OU m U I O O- W X2�Cn22Zm M Lu z 0) LID < wiowQWmw�LL F_ } cuo ZF-U")go ip- '¢C Q W p Z z U O w;; a M L �a0o�w¢NcnO 0 a�¢���Fo J =) U trZ p acc°o Q W Q� O Q m U Q Zz �awZ�mzO O w z O o a u) u - vJ (' Y O 0 O O v>z�„�t=�wmw cu W W �>OUZScn� _Z m cV _� ¢�=pZN�OOOw w �o oo�a�W02F_ w iq Cj Z p � z W _-j o cry i Op2¢ ^/ �R COzW w�or n 0:% 'wCZWWO OoW¢ aza~W>cn UJ `-`zzm'azzz� ;w U - pwF -wwOw W L.L, ._H>¢Uwig2o 2""I -z W W p Cn z�oW8oam=F /� 0- mi��Qv>_j * omw=Rza o Zp2UcnwZ¢� W �G\N ¢Z O 2 > _ _ f I_ 5, 0 o w W w= w zp >¢wLL_z�cn°�aai 00 OmcnUc7EZZcrw Q W O W W U- U m a W W U O w Z Q w} w FF M aCL=_00w<2 J FL 18+59.04 ITY OF BAKERSFIELD BOUNDARY/TRACT BOUNDARY 58 1 FL 19+18.99 Lr-z-3� HORIZONTAL: 1"=50' VERTICAL: 1"=2' D w N 1-1 Ln O 0, 3 0 M U U I 00 O N Z / 0 0 % w 00 04 RDATE 05/281201/JOB No. 2078B w SHEET 0 a n co FlO N OF le> SHEETS ' w a o Lu cw z > : \ J IC C' t s.: 5 I W w' Lu co,> UJ ;w F: Lu ¢ of a � u- o a a:Q o ' a - * �G\N b 00 c� a M J o� w V D w N 1-1 Ln O 0, 3 0 M U U I 00 O N Z / 0 0 % w 00 04 RDATE 05/281201/JOB No. 2078B w SHEET 0 a n co FlO N OF le> SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. EI CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST --1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK P17 R STD. DWG. ST -3. 731 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAND RD PLAN A88A CASE "A". 741 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. WG. D-14. 751 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. ETD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR + N TAPER GRIND SHALL BE DETERMINED BY CITY OF BAK RSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT PULL BOXES AT 400' MAX SPACING EXISTING OVERHEAD UTILITY LINE PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. p r CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ENCY ACCESS WITH 4" CRUSHED ---FXWTR- AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. Fl 0-1 PROTECT IN PLACE EXISTING UTILITY POLE. 3) ALL PROFILE 11 I CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST 17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 00 O INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (T MPORARY TURNAROUND EASEMENT TO BE ----.Op r DEDICATED BY SEPARATE INSTRUMENT). ..... O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.013. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. RECORD __v_- INSTALL TRAFFIC SIGN PER CITY STANDARDS. o C6 R1 -1-o- INSTALL R1-1 STOP SIGN W/ STOP BAR. N -a INSTALL -Sr Bap LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY M a DRAWING p p*5 rs 1. Ativis f 5 c+ -- SEWER { o (5 SEWER MANHOLE + 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 COL) EXISTING UTILITY POLE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . -jlz-- -1,L - z� EXISTING EDGE OF PAVEMENT + N - -FOL- - - EXISTING FIBER OPTICS LINE co - -EX36" s- - EXISTING SEWER MAIN WITH SIZE (Jj -- —OHL- - - EXISTING OVERHEAD UTILITY LINE J L� J a�Y EXISTING FENCE LINE p r GAS- EXISTING GAS MAIN ---FXWTR- EXISTING WATER MAIN W 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. � 11 w i . 0 Q a DLo d o O O 00 O RW VARIES 30' 30' FL FL -10' 20' 20' 10'- 2' T YP. 2' TYP. *2% MIN. *2q MIN GRADE LINE SEE PLAN VIEW FOR J * SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST -11 FOR PARAMETERS LOPE 60' RIGHT-OF-WAY �- C7 z m UId a - Y= FRED W. PORTER, RCE 33448 EXP. DATE 0 v 12 RECORD DRAWING vvApi< _ Z ptAL-11 8Y. FRED W. PORTER, RCE 33448 EXP. REMOVE EXISITING CURB & GUTTER AND INSTALL DRIVE APPROACH (5-T D, a wIDE) 2 /P -/t DATE 01_o Lo U o C6 +0 I N N N N J O N N N N M a DRAWING p p*5 rs 1. Ativis f 5 c+ oo a U 0+ { o 0 0 + 0 co o 0 r . . . . . . . . . . . . . . . . . . . . . . . . . . . . �N c z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . O_ li + + N j �, N co z o. _ _ - -- - — -- -- 0 (Jj l j L.L_O L_ J L� J a�Y <- p r O r7 0 tc) W 58 o a 57 56 55 54 53 '? t-�N ro w ................... ........... ,q. . - - 0* w 21-1- o ; 80 Y U QQ _ ----.Op r I ..... ........................................................................AT-FLOWPVE 1 3 (f)Ln < Q1 2 1 . 3 a - Y= FRED W. PORTER, RCE 33448 EXP. DATE 0 v 12 RECORD DRAWING vvApi< _ Z ptAL-11 8Y. FRED W. PORTER, RCE 33448 EXP. REMOVE EXISITING CURB & GUTTER AND INSTALL DRIVE APPROACH (5-T D, a wIDE) 2 /P -/t DATE 01_o Lo U mzz N a W F_ Mmin 06 a F, 35.00' ml uX i>w 22'25'35" 1� O 06 co oo a U + 134'51'35" Lo J—Qi 4- Z:2 + 380..... :..1 O+ r . . . . . . . . . . . . . . . . . . . . . . . . . . . . �N CL m m rn O N 00 Lo 00 0000 U- �� \ in / I I l I NI 7_11 i t 12 - +-- ---- .f. - - II `L Cl 05 TYP.& % 4 - - I I s -- r_ -- - --- -- -- 3 �r —O 1 o- —os— z II 10+00.00 - - - O 4 i ; 1 &M �j II c) r 0) II N NO N cV z cn cn II mw Q Q o = = 35 U 47 48 49 50 51 52 -� w 0 0 0 0 ��0 0 0 0 0- o c6 a;0 0 3 � ci ri 4 W W L + + + + in + + + + Z W +• OM r N N 2 -4- 14-0 U Q = o + + Z J (l / V) w PHASES 1 & 2 U) 00 a N = c6 Cl 35.00' LoO ro 22'25'35" th 84.00' 197.71' of 134'51'35" Lo 35.00' + 35.00' O_ O+ r . . . . . . . . . . . . . . . . . . . . . . . . . . . . �N aa . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . r p q ­0111A I"Ll CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 W % lk \* VARIES CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 1 3.70' 6.94' 22'25'35" -62 84.00' 197.71' 202.09' 134'51'35" C3 35.00' 54.98' 35.00' 90'00'24" w — 6" TYPE "B" CURB & GUTTER z_ W/ 4.5' WIDE SIDEWALK J COMPACT UNDER CURB, GUTTER AND 0 SIDEWALK (TYP.) 6" MIN. TO 90% MAX. o 0 DENSITY. c4i (-4J14.5' 14.5'1 TYP. TYP. ' --- f 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE Pr; n M N N 0 N + No 22986 l 1 l- I I O 0) 3A" 33 -24 -2-5 L6 00 WFj 10 liFdiMiMlkq ema Fs. PHASE 2 z� J U D - p020 wove m J Z O (n w W Z LL LLJmwfn W wQ' 2, Q_ J z O H z E z o z w=azW0ww-0 R'lA� W ZO>mcnQ opJj�U wiO�gzu�iU�a ZHU~��OLL t= Q F z p p w Q o o O W< O) co ozaoI<- R5I z w 0 6 U 0 Q U aLo 0z" Lu z a w z C6 m z o Ww>-j CONSTRUCTION NOTES INSTALL F-1-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. T-1, M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDA D PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. D G. D-14. 5I CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR EDGE OF PAVEMENT TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKE SFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PtJLL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED GAS MAIN AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1 WATER MAIN 90 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH tJTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. 3) ALL PROFILE 1, CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE 0 95% MAX. DENSITY, TO A DEPTH OF 1' 017 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHAEE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. 11 __u-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. -O- INSTALL 5, 600 LUMEN STREET LIGHT PER C.O.B. STD. DWG. S_-14. - - RIGHT-OF-WAY N =00=�T (10_ SEWER O F- Q w s` SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CO--) EXISTING UTILITY POLE �OL -11L - & EXISTING EDGE OF PAVEMENT - -FOL- - EXISTING FIBER OPTICS LINE --EX36"S- - EXISTING SEWER MAIN WITH SIZE - -OHL- - EXISTING OVERHEAD UTILITY LINE O EXISTING FENCE LINE -- -o--- - -GAS- - EXISTING GAS MAIN -- FXWTH-- - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. LL 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. W O 34' rn Z 0 F- CURVE RADIUS 0 N N N N N =00=�T (10_ O O F- Q w I N F- Ljj V O co ' 00 89.58'51" �W 0 L i> +coj + U F - Q' U M m m S O O C3 O Lri N N 00 00 r - RW z 30' 30' FL FL VARIES �g 10 20' 20' 10'— 0 - 7 Y/N 21. 2' TYP. * 2' TYP. 2% o_ *2y MIN. 2� M �- GRADE71 t LINE SEE PLAN VIEW FOR * SEE C.O.B. STD. DWG. STRUCTURAL SECTION ST -11 FOR PARAMETERS LOPE 60' RIGHT-OF-WAY 4M TYPICAL LOCAL STREET SE .lj I NOT TO RECORD DRAWING PNS 2 DfAk4 Y_ FRIED W. PORTER, RCE 33448 EXP. DATE rn 34' rn c0 CURVE RADIUS N N N N N N O O O O O O 90'01'09" O co N 00 89.58'51" 0 L i> +coj + 00 m M O O S N N N TL � TT 9 to t 12 13 I RW L% 4\* VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. • 01&M .©TYP.D W _z J O J C � Com-' C-4' (14.5' TYP. TYP. ' I - 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 34' CURVE TABLE c0 CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.13' 30.01' 90'01'09" C3 30.00' 1 47.11' 29.99' 89.58'51" W _z J O J C � Com-' C-4' (14.5' TYP. TYP. ' I - 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 4 - Is NOT TO SCALE tD Ln + N O W 22987 I 3Frih RELOCATE "END ROAD" Q Z SIGN FROM PHASE 1 TO THIS LOCATION 6 I 20' o' 1 2°I 2� 2„-j 2(0 25 2425 �`' 21 1 (Q O p Q O N � (D 00 O O 0 p O trj 0; cel co W 1 N 00 _t O cD N O L0 V j r7 0) O O N N n n >_ W O - N N N N N N N N Q = o Y�to +� Z Ld a- Ld V) PHASE$ 2 -N- RIBSTON AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 2 W Z 34' 't c0 CO N N (� 0Qw 06 W gyp= 0W V) N N 4 - Is NOT TO SCALE tD Ln + N O W 22987 I 3Frih RELOCATE "END ROAD" Q Z SIGN FROM PHASE 1 TO THIS LOCATION 6 I 20' o' 1 2°I 2� 2„-j 2(0 25 2425 �`' 21 1 (Q O p Q O N � (D 00 O O 0 p O trj 0; cel co W 1 N 00 _t O cD N O L0 V j r7 0) O O N N n n >_ W O - N N N N N N N N Q = o Y�to +� Z Ld a- Ld V) PHASE$ 2 -N- RIBSTON AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 2 W Z 34' > of_ J 2 0 w_ O m 382...........E ..........� 0Qw 06 W gyp= 0W V) F- _ - O 380_ w , C� . .......... . ......... .._;._..... 20 4. 0� U m C3 + 07 U O — W LL W d U O ww O J Z O W w Z W W 0 m T 1,0 QJ~oF-LLZ- Z WSQZF-zWLu F02'�OZ�cn UjU wm Uj 222a. wxO�QzcnU< w oz°-~Q��-~moo z p z w v z wz m oz 'zFn 2 oaOmmi W W>jO�zxcn� ow41ozwp�Om--cn0 QLL W LL—tZ—W o0�Q�wWzoQ o}zm* n J9Z> Z o W0 w Q H o 0 x U — U af zow Ww�+-o!Oza a=�WFZ�Qow U�zm QZcnu�w U Z o w W W 0 w LL (U W s= H U W Z 0 oW � Q Q N F J W w OR ZQFU�nwx�D w Q Q O x>� J 0 0 ix W O }' w W Q -w 02HO W W (nJ�7 Wa0u Z_?C/) >OmcW WOVW OwjZZ, QwOUO>�W— wUwz¢cn�- W mix_0a.x_0o�am �1 34' I� 0' 000 0 w_ p1r) > r W 0Qw 06 W gyp= 0W V) F- w W I� 0 PHASE Z2. _ 47.13' ON CURVE Lo U N W m 00 !00 n 00 r+ ............................................. ...........0........;.......382 L - - -- -- - ,�o ............................................................ 80 +0.20% +0:20% DESIGN ROWUNE PROJF/GE 378.. ............. I ..................... :...:............. .................................................. :...:...................:............378 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 NORTH FLOWLINE PROFILE PHASE 2 PHASE Z2, W Z J S 382...........Q ........ .O O + 380...........00 1CURVE ON CURVE ION I� 0' 000 O) w U V) Of t- U n I� 0_I U', m 06 W 06 m 06 W 0O M M r? N . . . . �' SOI + 0 L i> +coj 1 - +0.20% : ...................................................... : +0.20%_-0.5()7_01 : : : : : : : : . D£S/GN FZO#fJN£ PROF/LE - 378............... .........:...:................................................................................... ................. .....378 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 SOUTH FLOWLINE PROFILE 00 0 U z co o M `Lu z CID 9 > 0 0 Q0 C J Y Z � 0] V Q -o uj N c�6 z �n W2 09 w a Orf 0 L NEER00 * b/ v OR- �t i vi rpe) } >a W V O d v� U \per �`Y \751038 c� LD ly I� LL �' LC 0 L i> Zz W! W S Cl to LL W> Q_c LL ff O c_ NEER00 * b/ v OR- �t i vi rpe) } >a W V O d v� U \per �`Y \751038 c� LD ly Imo__ DATE 05/28/2013 PA JOB No. 20788 SHEET 9 OF ib SHEETS fj I , c. 7 CONSTRUCTION NOTES INSTALL 10 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK P R STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". � CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. WG. D-14. F5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. ETD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR EXISTING APER GRIND SHALL BE DETERMINED BY CITY OF BAK RSFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT PULL BOXES AT 400' MAX SPACING EXISTING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED EXISTING AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. M9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. ,10 PROTECT IN PLACE EXISTING UTILITY POLE. --EXWTR- - Fifil CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST 17 (CONTRACTOR SHALL COMPACT AREA EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 172 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (T MPORARY TURNAROUND EASEMENT TO BE �.":...-:_...:... DEDICATED BY SEPARATE INSTRUMENT). w OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.013. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. +&23% RECORD DRAWING PPA -5&S 2 4,1b 4 5 BY- FRED W. PORTER, RCE 33448 EXP. CORD DRAWING WlksC 2 btALq PEND W, PORTER, RCE 33448- EXP. DATE :z "/ZF—A!� DATE INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1-- - INSTALL R1-1 STOP SIGN W/ STOP BAR. -0- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY N SEWER InO�� OOZz w- �s SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. COL \ EXISTING UTILITY POLE -jlz-- -dL - EXISTING EDGE OF PAVEMENT FOL- -- EXISTING FIBER OPTICS LINE --EX36"S- -- EXISTING SEWER MAIN WITH SIZE - -OFiL- -- - EXISTING OVERHEAD UTILITY LINE r - EXISTING FENCE LINE - -GAS- - EXISTING GAS MAIN --EXWTR- - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. F-ZW ; owFnW -w 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RECORD DRAWING PPA -5&S 2 4,1b 4 5 BY- FRED W. PORTER, RCE 33448 EXP. CORD DRAWING WlksC 2 btALq PEND W, PORTER, RCE 33448- EXP. DATE :z "/ZF—A!� DATE 25 O p C6 O LC) O ± 45 I I RW VA-_RIES 2 JN 164 30' 30' FL FL -10' 20' 20' 10'- 2' TYP. � 2' TYP. MIN2 * SEE C.O.B. STD. DWG. ST -11 7 OR SLOPE PARAMETERS W 0 ~ w O z W o Z J U)o+ 00 � w W + N N 25 O p C6 O LC) O ± 45 I I RW VA-_RIES 2 JN 164 30' 30' FL FL -10' 20' 20' 10'- 2' TYP. � 2' TYP. MIN2 * SEE C.O.B. STD. DWG. ST -11 7 OR SLOPE PARAMETERS 44 1 43 GRADE LINE SEE PLAN VIEW FOR -' STRUCTURAL SECTION 60' RIGHT—OF—WAY L0 C9 Z m W O 0 C3 d O r N J ctO U a O 42 F 41 T � I Lo 40 + �3 O O O + d - RW VARIES —6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. O O 4 u7 N 00 LO U-) 39 38 37 --- , 2 '-L�5TYP.. 13 1/� -- -- -- La- '�D:]&M --- -16 - - - -F —I- ----------- --------------------- - -- - --- -- -------------------- ---------------_____ & - F:4: --O' ---------------- TYP. N 26 N 27 N 28 N 29 N 30 O O O O O 6 (6 co 6 cfl O Lf) r- r7 O N N r7 It 0 Z mZ U [L N O O WW (6 U O + O r7 (0 m O +� M r. 3 31 1 32 1 33 34 N N N N O o 0 0 co (6 c co Ln I r-) PHASES 1 & 2 WOLF RIVER AVENUE 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=55.0 CURVE TABLE o _ G O p, O 1 00 + + N N 44 1 43 GRADE LINE SEE PLAN VIEW FOR -' STRUCTURAL SECTION 60' RIGHT—OF—WAY L0 C9 Z m W O 0 C3 d O r N J ctO U a O 42 F 41 T � I Lo 40 + �3 O O O + d - RW VARIES —6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. O O 4 u7 N 00 LO U-) 39 38 37 --- , 2 '-L�5TYP.. 13 1/� -- -- -- La- '�D:]&M --- -16 - - - -F —I- ----------- --------------------- - -- - --- -- -------------------- ---------------_____ & - F:4: --O' ---------------- TYP. N 26 N 27 N 28 N 29 N 30 O O O O O 6 (6 co 6 cfl O Lf) r- r7 O N N r7 It 0 Z mZ U [L N O O WW (6 U O + O r7 (0 m O +� M r. 3 31 1 32 1 33 34 N N N N O o 0 0 co (6 c co Ln I r-) PHASES 1 & 2 WOLF RIVER AVENUE 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=55.0 CURVE TABLE o _ PHASE 1 Oa )00 w0u0 z vo w W w z o mw uj = CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.41' 20.00' 89'59'36" 1 o,_Om Zm Z :ai z0 o C2 20.00' 1 31.42' 20.00' 90'00'24" `rlrnn � z ,Z vii > m of � Lnrnr InO�� OOZz w- m� w 0 m wm i,- Z w w Q ZCwm0w= ALL¢ ���_ �Lz m�r_ M (3 Qj Z Z O 0 Wi11 �> OJ ma000wQ=Wc� � OZar-6Rz ilEEi w G O aw�!e6 0z¢mL Yw W� C�-� C.31 U)w 2Z0 zzpn-aZpZO� 14.5'14.5' �z :I --W -Ww W W >->022T-w I TYP. TYP. ' = Q o -W , zu o`Z� cF__X ohm W LL F- a' V)H Of IL O Ld 0 0?<�Qr� w W Z wM¢ Z� Zp w w Q o >o --7 TSP. 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U 0 Li-LJi W 380:...:...........................................:...:...:...:...:...:.. . I O o`Z� -:- — - ---:.-:-...: :...:...:...:.. :...: :.. 380 6 Of IL O Ld a - 00. . . . . . . . . . . . . . T -- �X/ST/NG vROC,ND l'ROt lL r ....... .. ....................................................... .............. ATFLOWL!WJE...............:...:... �............... . ? + :.._ �.":...-:_...:... 378:...:...:. w ............. 378 0.80/ EXX/ //A4G :G'�'O�i�JO• PN✓�`/L i - - - - - - : - - +&23% ................................. -0..2e%.......l--........... ... :.......:--+023. ................ ............... . DES/GN fZOWUNE PROr7LE -` 376.....................................................................................................:....................376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 1 PHASE 2 31.42' 0 CURVE If 111 U U O `rlrnn c �o ujZ m r--: 0 m r-(° cnI� J O II 11 �n w', = U o U 0 Li-LJi LL . I O N Of IL O Ld a - 00. . . . . . . . . . . . . . . ;Zn 0 380: ? + :.._ �.":...-:_...:... +...:...:...:..x:...:380 w ........................................................ _ ......... _ ............................. EXX/ //A4G :G'�'O�i�JO• PN✓�`/L i - - - - - - : - - C . c"Lu -5 Al FLODYLJNE 378:...:...:...:...:...:...:...:...:...:...:...:...:...:...: :...........................................................: :.......:... :378 -0. : : : : 010- 10- - ------------ +0.21 % - - - ------- • - - - -. ........................4• _ - ..... ..------....--+0�...................... ............. ,�1V. : 376 ............................. ................................. DfS/GN FLON2/Nf PROFILE ......................................................... .:................. 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE M 00 Ln 0 3 c U I (10 00 0 N U 0 / V) U z U LI z o 1= = Q >�ti r N V ® v m 9.)X LL L') ' (o Z N Q-(0 Lu 2 o °zS z' Of 5 LLuz w F— [Of /nV I..L L R If 111 �I Iw < to � � I LL LL K Cw > ? I m w w `e w C w c"Lu -5 F_ w LL Ct o9 � LL 4 010- 10- corl DATE 05128/2013 Cn PA JOB No. 2078B w SHEET 0 / m co 10r 0 / OF 16 SHEETS If 111 corl DATE 05128/2013 Cn PA JOB No. 2078B w SHEET 0 / m co 10r 0 / OF 16 SHEETS CONSTRUCTION NOTES ' F CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DW13. ST -1. F27 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAN ARD PLAN A88A CASE "A". E CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. C CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. L SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXAC LOCATION OF SAWCUT AND/OR PARAMETERS TAPER GRIND SHALL BE DETERMINED BY CITY OF BA ERSFIELD ENGINEER. cy CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 000 PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. C CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED Lol N AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. A 11' CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA m UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' Fl -21 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE S G') DEDICATED BY SEPARATE INSTRUMENT). O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. .B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. LL CONSTRUCT TEMPORARY SUMP (18" MAX. WATER DEPTH) 2:1 SIDE SLOPES WITH PHASE 2 IMPROVEMENTS. DRAINAGE EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT. TEMPORARY FACILITY TO BE REMOVED, BACKFILLED AND COMPACTS WITH PHASE 7 IMPROVEMENTS. 4 -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. -c>_ INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY SEWER Os SEWER MANHOLE EXISTING SURVEY MONUMENT - PROTECT IN PLACE. EXISTING UTILITY POLE -ilL EXISTING EDGE OF PAVEMENT - -FOL- -- EXISTING FIBER OPTICS LINE --EX36"S- - EXISTING SEWER MAIN WITH SIZE -- -OHL- - - EXISTING OVERHEAD UTILITY LINE -- 0 EXISTING FENCE LINE - -GAS- - - EXISTING GAS MAIN --FXWTP-- --- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 1� ~ to 0 z U Q >- Ld U z J m Q = W z WOLF RIVER AVENUE = o `� o cmi o ~ `n - Lv `� _j O cOn N W+uj + c 4 i to rn DETAIL "B" SCALE: 1"=20' o ( 6 N -L"i� Q(� 6 3 8 1 20' 0' , 3�J ■ r 3 _ 41'2298 3O O3 0 wpm� OW S —19J1 = 00 = —1===--t 1 &] Q Q W 1 30TTOM=377.4 W WS=378.9 z ADJACENT GRADE=380.9 J I = N N O o Q � 51 52 O00 00 0 O + 00 r 40 Ir RW RW —30'- 30' FL FL VARIES 2 �9 M/�� 10' 20' 20' 10' % ��� P VARIES 77, 2' TYP. 2' TYP. 2% 2q 2z y�Cr, - �- *2%_ M N. 2 IN -� N 0 `o 53 -56M O RSD DRAWING 1 t p6c ?_ BY- R W. PORTER RACE 3348 EXP O o O O 0 oN O c p o + + + + 04 O NO -7- N N i 4Z 43 20+91.02 - TYP. C) Lo + O N Lei DATE O O O O �t t0 00 O c0 N 0) t() N to V) d N -4-N -3-N J-9- N4(o 4-? —� err ——�• — � ole — � — km ?2 cj —�- — �— c CIO 0 N '^u 1 L� ' 6" TYPE "B" CURB & GUTTER U _ W W/ 4.5' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT' UNDER CURB, GUTTER AND * SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. ST -11 FOR S LOPE 60' RIGHT—OF—WAY DENSITI. I 29.99' PARAMETERS i�liI 45" I cy TYPICAL LOCAL STREET SECTION 000 Q ,., NOT TO SCALE uj — H RSD DRAWING 1 t p6c ?_ BY- R W. PORTER RACE 3348 EXP O o O O 0 oN O c p o + + + + 04 O NO -7- N N i 4Z 43 20+91.02 - TYP. C) Lo + O N Lei DATE O O O O �t t0 00 O c0 N 0) t() N to V) d N -4-N -3-N J-9- N4(o 4-? —� err ——�• — � ole — � — km ?2 cj —�- — �— c CIO 0 N '^u 1 L� CURVE RADIUS � z I-- � W L I W 20.00' 0 = o 90'00'00" C2 30.00' 47.13' U0 + w W N 47.11' I 29.99' 22975 N O + N N 23 -- SEE DETAIL "B" THIS SHEET PHASE 2 TYP. _ 24_ +- S �I- 23 +71.02 C'j ` T r 22974 �...... L m NfinN CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 30.00' 47.13' 30.01' 90'01'09" C3 30.00' 47.11' I 29.99' 89'58'51" Wz 7' LT14.5' 4.5 TYP. TYP.�,7'TYP. TYPICAL DRIVEWAY DIMENSIONS miILo N NOT TO SCALE I 45'' l 34' 6 20' Lij r � �-- W QQLd W o V � cn +i w N1 WOLF RIVER AVENUE 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=55.0 _ I 06 n I � 3 N 1 -- i t tl....wommmommmm..... 00) N w. ' i�liI 45" I cy 1 I 34' 000 Q o +>oL,J uj — H Lol N OQw v owe W z U ? 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A � �- j 0 . m W �] I U S G') > 11 w% ofw LL a a a \NEERco ti N a M 3 > U O O W U O d i U \o- ay 38 r I n DATE 05128/2013 PA JOB No. 2078B SHEET OI= 16 SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. 10 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG ST -1. 20 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK P R STD. DWG. ST -3. 73 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAND RD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 50 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. TD. DWG. ST -4. EXISTING EDGE OF PAVEMENT SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR --FX36"S-- - TAPER GRIND SHALL BE DETERMINED BY CITY OF BAK RSFIELD ENGINEER. ❑ CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING - GAS- - - PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE :ULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMER ENCY ACCESS WITH 4" CRUSHED PER CITY STANDARDS. 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ST -14. - - RIGHT-OF-WAY -- SEWER SO SEWER MANHOLE O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. w c) Z EXISTING UTILITY POLE JAW C) Z W w EXISTING EDGE OF PAVEMENT - —FOL- - - EXISTING FIBER OPTICS LINE --FX36"S-- - EXISTING SEWER MAIN WITH SIZE oHL EXISTING OVERHEAD UTILITY LINE - �- EXISTING FENCE LINE - GAS- - - EXISTING GAS MAIN Zt-U~N�oIWi EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA, UNLESS OTHERWISE NOTED. ECORD DRAWING P I- Avg 65 �►v�///l. Ira" figBY: FRED W. PORTER, RCE 33448 EXP. DA"Ill RECORD DRAWING BY: FRED W. PORTER, RCE 33448 EXP. DATE CORD DRAWING . F 3 d �'-Y FRED W. PORTER, RCE 33448 EXP. DATE RW RW 30' 30' FL_ FL VARIES 229 M� �1 Q' 20' 20' 10' — 2' TYP.*27. 2' TYP. 2% 2 * 2 GRADE LINE SEE PLAN VIEW FOR-/ * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETORSLCPE 60' RIGHT—OF—WAY M\'kA VARIES —6" TY'E "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE o_ ap 0 d' p a V w 0 z W Z W a CURVE RADIUS ' LENGTH TANGENT DELTA F- WWW n r Z LLJ W W m = z � = r o 0 C1 20.00' 31.42' 20.00' 90'00'00" w c) Z U m JAW C) Z W w ._�F-Ot,F-LLzaZ o wiaz�zw,,,�o w m 1 W Z p> m U Q U Q V) rn Z J HOa�O���cnU tr W 2 O > V) O 00 rn 00 d wxO�aZcnU�� 00 00 00 rn Zt-U~N�oIWi o of w� W �nzHOp3: w<O=wz z a.00 -i oza�a�rFFo Q� p� U� 0 u O Z } w % O m criw'ww�Ujmzp zz a zzo3 () +ro "N ww>- WtY U`n Taw C4 Ofcowco OOOCO to 21 C� cz)-i 14.514.f wu,Qw��wE-cnEoom o al=ozw TYP. 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AT FLOWLGNF coQ 1110+OO.CO, - O1 & 2 . 0 3 5 . �& 2❑ 0 -{ o ! i / �-f 1 �l t1280.00 o --&❑2 �-s -- --- -- -- -- -�� - - - - - o 5 TYP. 15 16 U w m po O 0 6 NOTE: SUMP AND ACCESS EASEMENT TO SUMP SHALL BE DEDICATED ON PHASE ONE FINAL MAP. SUMP PHASES po + 1 &43 BELMAC AVENUE 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=55.0 3 I I IQZ c� 2 c n n roVr NO N 00 + + Lo Lf ) BELMAC AVENUE 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=55.0 3 I I 4 c� PHASE 4 3 _ vn 54.98'31.42' NO rrj � ff �t o ON CURVE y, + + I -ON CURVET OfCf ION CURVE -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 c� PHASE 4 3 _ vn 54.98'31.42' 31.42' Q ff 0 ON CURVE y, I -ON CURVET OfCf ION CURVE FAN cr-, Or 0 OILO to W00 • O (rl0 C Of O1N C4 Ofcowco OOOCO e SCD OI►� dr- zco W Z z W m� rn� `� 1006 c CD c6 Wo0mo0 t <- woo o Q' 000 l _ M,' -- w "`� o "� '`� ' o I'� EXIST/NG GROUND P19OFI' E M p'� _ 380. . . . . . . . Lo!- _ o AT FLOWLGNF coQ . . . .380 pol-9 -- --I _ �i oD. . . . . . . . . . . . . . . . . J - _ .... -- - =-. . � 378 ........ :...:...:...:. +i. =! :. = — .:. �-=ooq°.:...: +0:20%.....+0.50 +� +o.�o�.:...:...:...:...............�0.297......... �:...:..... ....... ...:...........:378 + ° J �.' 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D£S/GN R01K/N£ PRO 7L ......................... ......................... ........I......._........... 376 ............ :.......................................... .................. .......................... ............ .....................376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE w 0 U Z WzhLo Lu Q �� > o t` - N U 0 06 �X o z n � Q - CD W � o z C � N � Lu LLI o w rJ 0 CL L I c� vn Q ff 0 OfCf � FAN W O C > e CLm Z W z W 2 . w c <- o Q' l _ [ifX a Q o n. DATE 05128/2013 PA JOB No. 2078B SHEET 12 OF : SHEETS c� vn ff DATE 05128/2013 PA JOB No. 2078B SHEET 12 OF : SHEETS CONSTRUCTION NOTES I' CURVE TABLE CC NOT TO SCALI RADIUS 0) 000 --U-- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 7 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. R1-1--0-- INSTALL R1-1 STOP SIGN W/ STOP BAR. m r CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK R STD. DWG. ST -3. 29.87' CU a r U + N 500.00' co +_j -(D- INSTALL 5 Boo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. ® CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". 0) �- r Lo J N LL O N 00 r J 14 `` - - RIGHT-OF-WAY L4 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. i i I i i 6k IN ►. ��, N 3 LLJ SEWER 051 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. ITYP 1 SEWER MANHOLE © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAK RSFIELD ENGINEER. O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. mc CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT PULL BOXES AT 400' MAX SPACING COL) EXISTING UTILITY POLE Cy PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. Q CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED _11L__ -iz - z1_1 EXISTING EDGE OF PAVEMENT AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. - -FOL- - - EXISTING FIBER OPTICS LINE ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITF UTILITY OWNER. --FX36"S- - EXISTING SEWER MAIN WITH SIZE 10 PROTECT IN PLACE EXISTING UTILITY POLE. -- —OHL- - - EXISTING OVERHEAD UTILITY LINE 11I CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST 17 (CONTRACTOR SHALL COMPACT AREA o o EXISTING FENCE LINE UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE. TO 95% MAX. DENSITY, TO A DEPTH OF 1' 17 to (D9 t — —GAS —- EXISTING GAS MAIN 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 --EXWTR— - EXISTING WATER MAIN INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN ( EMPORARY TURNAROUND EASEMENT TO BE II DEDICATED BY SEPARATE INSTRUMENT). 0 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. STD. DWG. ST -13. PER CITY STANDARDS. "' � 0 .B. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RE' -"ORD DRAWING n By, FRED W. PORTER, RCS 3,34413 EXP. RECORD DRAWING PNASrc 3 OK114 8Y= FRED W. PORTER, RCE 33448 EXP. RECORD DRAWING pNA sE ¢ bW LY ltiY= FRED W. PORTER, RCE 33448 EXP. RW C- RW 30' 30' F! FL 10 2g ' ' 20' T 20' 10' VARIES ?• , 0 �1� P VARIES 2' TYP --. � 2' TYP. 2• ;:_;;,;� �,. � �'r W Z J I U Q O O 0 Lo + r r * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 16 00 c6 O + co 15 2 /f, w N I DATE z O — —.--»— _« -D C)LdI w _o U +tn ~� F— 18 c .- W w - ---- U) I 22971 � Q 2 19 DATE W? ZI I, 6 UI <i Lo N �1 + + a O', 0 O; 10 r GRADE LINE SEE PLAN VIEW FOR J STRUCTURAL SECTION 60' RIGHT—OF—WAY A TYPICAL LOCAL STREET SECTIO I' CURVE TABLE CC NOT TO SCALI RADIUS 0) 000 m -011 ITU Low U 20.00' m C6 17 � a r Z m W r� m r 00 00 + � M 29.87' CU a r U + N 500.00' co +_j + 0� U �_ NO Lo + + 0) r 0) �- r Lo J N LL O N 00 r J 14 `` J 13 O 4 ,i 12 i i I i i 6k IN ►. ��, N 3 LLJ 0!\ N 3 ITYP 1 Elio �1101=001 :: - . 194:26.8J3 © 20+51.15 — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPAC-7 UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. ul I' CURVE TABLE CC 00 RADIUS Z F- w TANGENT DELTA LLI_ W 20.00' w wW N UIO C2 LY= 59.67' 29.87' IY F- U) C3 500.00' 0 V) v o W C4 r N W N Lo i i I i i 6k IN ►. ��, N 3 1 1 I I I 4 w/PHASE .43 3 I 21 3 :o--4 —22 20+9 I \ PHASES fi & � I' CURVE TABLE CURVE_ RADIUS LENGTH TANGENT DELTA C1 20.00' 1 31.42' 20.00' 90'00'00" C2 480.00' 59.67' 29.87' 7'07'22" C3 500.00' 62.16' 31.12' 7'07'22" C4 520.00' N >� 7'07'22" w LLJ Cy Q Q r 0 7 8 10 Z 11 eco 17 to (D9 t N (o 00 cd �ui a' II 0 co + U m 0001 � + Lo 0 J + "' � 0 U w cn co N I 0 Lo ON n 00 C6 +-J N O O !i + 0tf7 cp Coin +r r N+ +1K% 4m U-I tai U_04 N1 3 3 }. PHASES fi & � Li Z F- L O C3j C -->i 14.5'14.5 TYP. TYP ' F 7° TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE 16 22973 Z_r U LL pati o w 0 w m Z 'T w w Z W H Lm=Z►W-'wQ F-0 ���'ot=-�t}ilaZ w=<Z Lu d'Cn1 W ZO>m"Q IN-Ow�Lpws-0U w = 0 W = w ZIU~ OLLp�_ S z Z H O w� �Q-' w OwU�cn w Sao I z a N Q ' N p o 0 z } w W Y p V V Q Z V zz�aaZzo�ow c�-000,o -oa W W> W 0UOxccow p WQW0-X,W I-cn0 < FC, doom W ti—Z—� 0 oii: Q Q O w W z oZ Q ❑�ZpcAJ> Z a O p W Q H O o Qw�QwF�poa zpwWwwEozQ oaza�.>pcQj�� USOW►- ZOQOw -zm QZ U UZow�WwzWa 0w�=z<wo wE2SL) Z- W O o LL= H Q �o U E o T cn=�� Qww�� Ucn W W> Qo w w cn m OZ�? Qcn Wo��>- m QX�wUaE- wWUOwz<w-w mr=oa�00Wa� 23 -11&12 1 2 -- r 23+71.27 "ENDROF,D" SIG W/O 4-3 MARKITR 00 rri 00 w im BELMAC AVENUE 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=55.0 1 19 1 2000 \ co 14-0 + N Do I N O -N_ 04: HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE f 3 PHASE 3 + 31.42' 31.42' _54.98' ON CURVE .0 CR_ f ON CURVE w II C-) co-INto p U *a 'q- Q� O w r w 0 O>-IrnCo wioo O' -- Zi 0 00 M x 7 0001,0 W O U O U N U� U r- ra r(� U,tt Ur -� m Co I� a r CO I� m. i� W i� m r, W r r 6 m I (� w r I Nr rmr-F— I rr r �j �r mrd �;� _ M+ t� r' K) M to Lo • M n p7 V) m M K) r) n U 00 rn U II II +�� I N Utn1�� cfll ~a=, Nr m-jG-u-N+I to M _jau_,� 380....... .. -- .. - ...... �.� �a N ..Q ....... k ... Um o;a ...... ... :. +I .. :.. :380 00i - = + - - - - -- r -- Z0 N. N Zd N C;! . ..X/STING 000A'PI?OFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . -. . -- - : -.- -- - -- -- . -. . - _ _ . . 1 T FL OWINE. + cq 378:...:..Tj..................................... ................. .... ..:......................... ........:...:378 -0-29k+0.47% _. . . . . . . . . . . . . . . . -0:293o . . . . . . . . . . . -0.50%. . . . . . . . . . Q . + 2Q%. . . � DESIGN fZOHLINE PRORLE -0.29% +0.50% _ +0.20% -0.20%'7j : D£SGV FLOWUNi PROfILE--' 376........... .......... ............... ............................................376 17+00 18+00 19+00 20+00 21+00 22+00 23+00 NORTH FLOWLINE PROFILE PHASE 93 PHASE S+ UJL)I Z I U 00 Of 7 Lo W 10 U-) 0'r O m r•? J I m [� O_ r\Co O tp D r r =n 4- i O n o 7 r rr�r m r ooir UI 00 + r V II M W r7 ®Irk H 1 Cfl r Co 0 Lo -J J Cn r <1 N 00 N+ -1 U- a Q + ml �� + -iN U� 0- N U-. m �W 380 ....... of.. :...:.....:.........�..........JI...........-cD -a-- .. .N .................... ....:...:.. 380 N O -- - - . -- — -- Lo �I. - . . . . . . . . . . . . . . . . . . . . . . . . . . . ..- - N.-. - -N = . . .. . :- - - E 1'lST1/VG GROUNJ� Fl*!i,�`;� F . 378:...:-.. ..........:.�rf�o�uNE:....................................... .............. ............:378 —0.29 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0.29% . . . . . _ . . . . . . . . . . . .+0.20%.1. . . . . . . . . . . . . . . DESIGN r7OWUNE PRORLE 0.25% +0.20% - 0.29% DESIGN ROK NE PROFILE J � 376:...:...:.. :...:...:. :...:., ...........:....376 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 SOUTH FLOWLINE PROFILE 21 co Ln 0 U z U) LLQ z 1) � w �� > O N w m M 0 5 )x � U Y W N m A� W w o Z M V Z �CD W W o (I� 0 L I' CURVE TABLE CURVE_ RADIUS LENGTH TANGENT DELTA C1 20.00' 1 31.42' 20.00' 90'00'00" C2 480.00' 59.67' 29.87' 7'07'22" C3 500.00' 62.16' 31.12' 7'07'22" C4 520.00' 64.64' 32.36' 7'07'22" Li Z F- L O C3j C -->i 14.5'14.5 TYP. TYP ' F 7° TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE 16 22973 Z_r U LL pati o w 0 w m Z 'T w w Z W H Lm=Z►W-'wQ F-0 ���'ot=-�t}ilaZ w=<Z Lu d'Cn1 W ZO>m"Q IN-Ow�Lpws-0U w = 0 W = w ZIU~ OLLp�_ S z Z H O w� �Q-' w OwU�cn w Sao I z a N Q ' N p o 0 z } w W Y p V V Q Z V zz�aaZzo�ow c�-000,o -oa W W> W 0UOxccow p WQW0-X,W I-cn0 < FC, doom W ti—Z—� 0 oii: Q Q O w W z oZ Q ❑�ZpcAJ> Z a O p W Q H O o Qw�QwF�poa zpwWwwEozQ oaza�.>pcQj�� USOW►- ZOQOw -zm QZ U UZow�WwzWa 0w�=z<wo wE2SL) Z- W O o LL= H Q �o U E o T cn=�� Qww�� Ucn W W> Qo w w cn m OZ�? Qcn Wo��>- m QX�wUaE- wWUOwz<w-w mr=oa�00Wa� 23 -11&12 1 2 -- r 23+71.27 "ENDROF,D" SIG W/O 4-3 MARKITR 00 rri 00 w im BELMAC AVENUE 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=55.0 1 19 1 2000 \ co 14-0 + N Do I N O -N_ 04: HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE f 3 PHASE 3 + 31.42' 31.42' _54.98' ON CURVE .0 CR_ f ON CURVE w II C-) co-INto p U *a 'q- Q� O w r w 0 O>-IrnCo wioo O' -- Zi 0 00 M x 7 0001,0 W O U O U N U� U r- ra r(� U,tt Ur -� m Co I� a r CO I� m. i� W i� m r, W r r 6 m I (� w r I Nr rmr-F— I rr r �j �r mrd �;� _ M+ t� r' K) M to Lo • M n p7 V) m M K) r) n U 00 rn U II II +�� I N Utn1�� cfll ~a=, Nr m-jG-u-N+I to M _jau_,� 380....... .. -- .. - ...... �.� �a N ..Q ....... k ... Um o;a ...... ... :. +I .. :.. :380 00i - = + - - - - -- r -- Z0 N. N Zd N C;! . ..X/STING 000A'PI?OFILE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . -. . -- - : -.- -- - -- -- . -. . - _ _ . . 1 T FL OWINE. + cq 378:...:..Tj..................................... ................. .... ..:......................... ........:...:378 -0-29k+0.47% _. . . . . . . . . . . . . . . . -0:293o . . . . . . . . . . . -0.50%. . . . . . . . . . Q . + 2Q%. . . � DESIGN fZOHLINE PRORLE -0.29% +0.50% _ +0.20% -0.20%'7j : D£SGV FLOWUNi PROfILE--' 376........... .......... ............... ............................................376 17+00 18+00 19+00 20+00 21+00 22+00 23+00 NORTH FLOWLINE PROFILE PHASE 93 PHASE S+ UJL)I Z I U 00 Of 7 Lo W 10 U-) 0'r O m r•? J I m [� O_ r\Co O tp D r r =n 4- i O n o 7 r rr�r m r ooir UI 00 + r V II M W r7 ®Irk H 1 Cfl r Co 0 Lo -J J Cn r <1 N 00 N+ -1 U- a Q + ml �� + -iN U� 0- N U-. m �W 380 ....... of.. :...:.....:.........�..........JI...........-cD -a-- .. .N .................... ....:...:.. 380 N O -- - - . -- — -- Lo �I. - . . . . . . . . . . . . . . . . . . . . . . . . . . . ..- - N.-. - -N = . . .. . :- - - E 1'lST1/VG GROUNJ� Fl*!i,�`;� F . 378:...:-.. ..........:.�rf�o�uNE:....................................... .............. ............:378 —0.29 : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -0.29% . . . . . _ . . . . . . . . . . . .+0.20%.1. . . . . . . . . . . . . . . DESIGN r7OWUNE PRORLE 0.25% +0.20% - 0.29% DESIGN ROK NE PROFILE J � 376:...:...:.. :...:...:. :...:., ...........:....376 17+00 18+00 19+00 20+00 21 +00 22+00 23+00 SOUTH FLOWLINE PROFILE 21 co Ln 0 U z U) LLQ z 1) � w �� > O N w m M 0 5 )x � U Y W N m A� W w o Z M V Z �CD W W o (I� 0 L \NEER bey cc; c a n J W 3 U U- 0 o- d� rC 0 n `n 2 DATE 05!2812013 PA .JOB Nc. 2078B SHEET 13 OF 18 SHEETS I' iui a\ CL LLJ LL w o 'W" Z r \ jW Q U W � o W ? v,, L_ a W > w l _ a o a \NEER bey cc; c a n J W 3 U U- 0 o- d� rC 0 n `n 2 DATE 05!2812013 PA .JOB Nc. 2078B SHEET 13 OF 18 SHEETS DATE 05!2812013 PA .JOB Nc. 2078B SHEET 13 OF 18 SHEETS CONSTRUCTION NOTES U 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. 515bb LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAN ARD PLAN A88A CASE "A". C CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 17_51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXAC LOCATION OF SAWCUT AND/OR CO-) TAPER GRIND SHALL BE DETERMINED BY CITY OF BA ERSFIELD ENGINEER. C CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING FDL- - - PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. C CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED - -DHL- - - AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. U= w- Q o W awzzU-- RELOCATE EXISTING UTILITY POLE - COORDINATE WITI UTILITY OWNER. 101 PROTECT IN PLACE EXISTING UTILITY POLE. EXISTING 11 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. SI -17 (CONTRACTOR SHALL COMPACT AREA WATER MAIN UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE ro~C7op�� oo DEDICATED BY SEPARATE INSTRUMENT). Qw-wwZO�wm0yj CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. F1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2_1 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK RER STD. DWG. ST -3. F3_1 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAN ARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 5F CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR --EX36"S- - TAPER GRIND SHALL BE DETERMINED BY CITY OF BA ERSFIELD ENGINEER. 7 , CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING GAS- - PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED PER CITY STANDARDS. AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. 7 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 101 PROTECT IN PLACE EXISTING UTILITY POLE. -- : : �I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � N• : + CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SID TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE "END BOUNDARY PER PER C.O.B. STD. T-24 .. __-_ INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (EMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). ............ ...................... (*D CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C. B. STD. DWG. ST -13. -t- INSTALL STREET NAME SIGN PER CITY STANDARDS. RECORD DRAWING -u INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1-� INSTALL R1-1 STOP SIGN W/ STOP BAR. -a INSTALL 51860 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY 3 SEWER Os SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. C-0-3 EXISTING UTILITY POLE -j/L -SZ, .: EXISTING EDGE OF PAVEMENT FOL- -- EXISTING FIBER OPTICS LINE --EX36"S- - EXISTING SEWER MAIN WITH SIZE - --OHL- - - EXISTING OVERHEAD UTILITY LINE - EXISTING FENCE LINE GAS- - EXISTING GAS MAIN -- EXWTR- - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWIS NOTED. Y-, FRED W. Pisa 3TER, RCE 33448 EXP. RECORD DRAWING N,& 5F- 3 OO L7 BY- FRED W. PORTER, RCE 33448 EXP. DATE .S`-- �l f r DATE its] 11 RW RW 30' 30' FL FL VARIES2�g /Y//v �_10' 20' 20' 10' a• VARIES ` 7 % 7171 g ra,, MSX 2' TYP. 2 TYP. *2% MSN• *2=N 2% � r x U W O 0 0 d- + O N CD N N * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 12 I SII 1 oifloo.00 11 + n II- PHASE 0 0 PHASE ,94 60 17711D.1 20' 0' ro Q D W W w > mQW %i N + GRADE LINE SEE PLAN VIEW FOR J STRUCTURAL SECTION 60' RIGHT -OE -WAY TYPICAL LOCAL STREET r - rte+ NOT U m N r` r: + N 35 12 + -----I- `7 I- — 6" TYPE "B" CURB & GUTTER W/ z-.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. RADIUS LENGTH TANGENT M -F 1 2 co 3 4 Y W W U �I Q Q T• r 5 10- afcflof0 000 � �"- W N r iY!tQt� 0 UM m� Z� > t� Ni �oNt O L� (/ ) � 00 N — 6" TYPE "B" CURB & GUTTER W/ z-.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. PHASES 2 &A3 HORIZONTAL: 1"=50' CRISPIN STREET VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 HASE X 3 1 PHASE 2 I CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA C 20.00' 31.42' 20.00' 90'00'00" Y W W U �I Q Q T• r 5 10- afcflof0 000 Q Q Q �"- W C14i r iY!tQt� 0 UM m� Z� > t� Ni �oNt 300 L� (/ ) +!OQW `n . 00 M Q7 r -M <, M �`M r- - — - �-- __ V/ �. � . . . . . . . . . . . . ..i. Q � d r, �0U/� 2 PROFILP : - . . N -- : : �I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � N• : + 380........ o+� ............ �- za :". ..................................... 80 :..:...:...:...:...N .. __-_ _J _. 0 < a— ............. ............ ...................... O W i— w Uj F- ~~F-�'w ...:380 W W Z N r zoo_ja U�F-Q0 -i W S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �Q . . . . . . . . . . +j . . . . . . . . . . . . . . . . . . . . . . . . . . . . O>(n N . azp Qc,0ZO N t` m < + UZUQ — — : . . . • -� 0.20% +o.2f?1%. . : . . 78 . . ..f . . . . . . . . . . . . . . W WAmo>2 ''� �oF wz C\ b V) �w �0 (_n + M� 6 ' 36 (n W Dc <Q - 1 20'I 20 1 <QUwV, Lu Lu < F— 0oz z -F -U Q 13 3 14 E d; 0& E 2 _ N 15 �' o 12+87.72 TYP. I I a t I I 5 �° 6 7 f co 00 00 � O PHASES 2 &A3 HORIZONTAL: 1"=50' CRISPIN STREET VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 HASE X 3 1 PHASE 2 I CURVE TABLE I CURVE RADIUS LENGTH TANGENT DELTA C 20.00' 31.42' 20.00' 90'00'00" Lu Z r O J � D 14.5' 14.5' TYP. TYP. ' I !— 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE 15+67.72 3 1 47- .:7- 43-& N 6D1 31.42' �D, Ln' PHASE #3 20' o PHASE 2 ON CURVE, ev � �I Q Q T• r 5 10- afcflof0 000 CL �"- W C14i r iY!tQt� 0 UM m� Z� > t� Ni d 300 L� (/ ) +!OQW `n . 00 M Q7 r -M M M �`M r- - — - �-- __ V/ 47- .:7- 43-& ....................................... .............................. ........ .................... I— ............. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 380.........: 378 31.42' 31.42' 3142' PHASE #3 31.42' PHASE 2 ON CURVE, I ON CURVE � �a !ON CURVE 31.42' ON CURVE a- �14t UO WO ofN OIN Uco afcflof0 000 -i ON CURVE 4O 07 �i ��e�l r iY!tQt� 0 UM m� W;F m� w06m00 d 300 aC6 m'� 3106 00 M Q7 r -M M M �`M r- - — - �-- __ - --- - - �'�j Irj �. � . . . . . . . . . . . . ..i. Q � d r, �0U/� 2 PROFILP : - . . N -- : : �I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � N• : + 380........ o+� ............ - :". ..................................... 80 :..:...:...:...:...N .. __-_ _J _. ............. ............ ...................... _ .::--- ...:380 - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +j . . . . . . . . . . . . . . . . . . . . . . . . . . . . .i . 378 ........... — — : . . . • -� 0.20% +o.2f?1%. . : . . 78 . . ..f . . . . . . . . . . . . . . :+0:0%. b ....................................... .............................. ........ .................... I— ............. 10+00 11+00 12+00 13+00 14+00 15+00 16+00 380.........: 378 ........................................................... +0.21'/0 +0.21% L. ..........�p.50ga................E : : : .. .................. .............-- ......................... ,a 4 f ,0KK1NE A00iIZf 376:.............................................................................I.................. ...... .......376 ..........................................................................................................I...... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE U paLL LL vo w0c� ��az pWQ �m=zW �WQ�o dQZOF_- ~LLZOZ ErLD w I=w� 0- �O�FOz�cnviU o wirico�zm w=0==w�C-) W ~~ O p 0 0 O w g D W pza~¢�t-rx-=o �c�gz a 6 0 LL� O z} w CnwY WUcnUQZU oz539d m c0 zo�0a w — W W �->OUZ=ln� pwz W" i'- O <Ixpc9��O0w W 1. Z Z p Cn H m D O¢¢ w W z o Q p F Z W a. W J O z> Z O W x U F- 8 0 z0w Ww�+ �OZQ O a Z a i> o a Vii=-zw~¢oaoW !L i.-zZZw O - p w w aHHO<Jw9�o w w_ m z Q w w wo� Q � O w� o a��~ 0cn= awa ozzj o C7x�QQ00 m 2D wm p �za~o=>pJoai� � >QLLz- � ¢ -0 ap W w m- m- p T w pwZ,?'oM5- 0mco~(7�O5w co w -i W w U Z O j m wwoowz¢w>-W Mrx-ow=0owa� M 00 N Ln 0 3 a 0 ro U I cn 00 r- 0 N d z U) o M LLj Z Lo 100Luc 0 N � M �5�,� 0 V) :2 c.0 Q) X cn 0 11 cn Y Z f° 07 N _7(.0 W a) o [06rJ Z M N c0 Z o� w w Q N a: O Q_ L WEST FLOWLINE PROFILE PHASE #3 PHASE 2 _ 31.42' �ON o � �a lY w 31.42' CURVED o -i ON CURVE z w Of Lu (lam oLLI a Its wI� d coo -7 m'cd w 00 M O M m r to r- - — - �-- __ Ir- IM �. � . . . . . . . . . . . . . . . . . . . . Z -X STLNG G',�OU/1/D PROFiL� - ; --- - '_. - . Q - - CINI I & A T FZ 0W IAIc � + ..................................... :..:...:...:...:...N :...:...:...�—' :...:. _ .::--- ...:380 — - . . . . . . . . . . . + .i . ........................................................... +0.21'/0 +0.21% L. ..........�p.50ga................E : : : .. .................. .............-- ......................... ,a 4 f ,0KK1NE A00iIZf 376:.............................................................................I.................. ...... .......376 ..........................................................................................................I...... 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE U paLL LL vo w0c� ��az pWQ �m=zW �WQ�o dQZOF_- ~LLZOZ ErLD w I=w� 0- �O�FOz�cnviU o wirico�zm w=0==w�C-) W ~~ O p 0 0 O w g D W pza~¢�t-rx-=o �c�gz a 6 0 LL� O z} w CnwY WUcnUQZU oz539d m c0 zo�0a w — W W �->OUZ=ln� pwz W" i'- O <Ixpc9��O0w W 1. Z Z p Cn H m D O¢¢ w W z o Q p F Z W a. W J O z> Z O W x U F- 8 0 z0w Ww�+ �OZQ O a Z a i> o a Vii=-zw~¢oaoW !L i.-zZZw O - p w w aHHO<Jw9�o w w_ m z Q w w wo� Q � O w� o a��~ 0cn= awa ozzj o C7x�QQ00 m 2D wm p �za~o=>pJoai� � >QLLz- � ¢ -0 ap W w m- m- p T w pwZ,?'oM5- 0mco~(7�O5w co w -i W w U Z O j m wwoowz¢w>-W Mrx-ow=0owa� M 00 N Ln 0 3 a 0 ro U I cn 00 r- 0 N d z U) o M LLj Z Lo 100Luc 0 N � M �5�,� 0 V) :2 c.0 Q) X cn 0 11 cn Y Z f° 07 N _7(.0 W a) o [06rJ Z M N c0 Z o� w w Q N a: O Q_ L ��G�NEER is b cn M > U W � O 0 LLI C� d v> U O- fiv cr s �n LL' [DATE 05x`28/2013 PA JOB No. 2078B � SHEET W 0 > m 03 0 15 1-1 OF it, SHEETS o � �a lY w a LL W L o W> W z w �(\ Lu (lam oLLI a r c d ��G�NEER is b cn M > U W � O 0 LLI C� d v> U O- fiv cr s �n LL' [DATE 05x`28/2013 PA JOB No. 2078B � SHEET W 0 > m 03 0 15 1-1 OF it, SHEETS [DATE 05x`28/2013 PA JOB No. 2078B � SHEET W 0 > m 03 0 15 1-1 OF it, SHEETS CONSTRUCTION NOTES INSTALL TRAFFIC SIGN PER CITY STANDARDS. 0 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWT. ST -1. a] CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK RER STD. DWG. ST -3. C CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STAN ARD PLAN A88A CASE "A". [4 i CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. F5-1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. - -OHL- - - SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR - -GAS- - TAPER GRIND SHALL BE DETERMINED BY CITY OF BA ERSFIELD ENGINEER. 1) ADJUST ALL CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 3) ALL PROFILE PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. Owa CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EME GENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. C RELOCATE EXISTING UTILITY POLE - COORDINATE WITli UTILITY OWNER. 10! PROTECT IN PLACE EXISTING UTILITY POLE. U 1 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. SI -17 (CONTRACTOR SHALL COMPACT AREA z,w=� -u, UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' i21 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). Li CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.).B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. s-�oa�Uc t is 2 OtAL34 BY- FR :D W. PORT*�R, PNNE DATE RECORD DRAWING �rUASE 3 n*i�-� Ll S BY- FRED W. PORTER, RCE 33448 txp. DATE --�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. _c> INSTALL 51Boo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY Lo Lo SEWER s0 SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. c -O-) EXISTING UTILITY POLE _•% /,L - & EXISTING EDGE OF PAVEMENT - -FOL- - EXISTING FIBER OPTICS LINE --EX36"S- - EXISTING SEWER MAIN WITH SIZE - -OHL- - - EXISTING OVERHEAD UTILITY LINE o -0 EXISTING FENCE LINE - -GAS- - EXISTING GAS MAIN ---EXWTR-- EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. 43 42 41 Owa Z r- (if OW Lo 0 T RW CL RW 30' - 30' FL FL VARIES2?0 10' 20' 20' 10' VARIES 2 TYP. I 2 TYP. *2% MIN. -T 2% MIN % „r TYPE B CURB &GUTTER �i-.5' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND * SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. ST -11 FOR PARAMETERS LOPE 60' RIGHT-OF-WAY DENSITY. ` I an d (W M Q IZZ,o 0+,q- Ln O Lo Ln Lo 0 0 0 Lo Lo Ln OX Oj 0 W o r C6 ' O 0 r r ++ 0 Lf) � to Lf) m Ln Ln lf) Lf� 0 0 c�j . . . . . . . . . . . S! 202.06' O r + + N + N r + + M r + + Ll) 48 a ,� a w►=�wx< �� 47 46 45 44 43 42 41 Owa 40 39 Lo 0 ri W w NOT TO SCALE W w¢ w U i r 3 U co Q � o w L 0 i l ¢(n=J Ls W z,w=� -u, L_ o w J U- ate. § z - x > a . mw0 >w� a uj¢ooz?� OrcoF-3�c m U F4 9'60 FL 9+11. [40] 51 U m a0 U r 0_' M t\ M 001 Lo m + O 00 co 0 J oQ� W J W 380:........... U W 49 IIS , 110+50-0 0 �I d- U Z Q W tr a m h -J Z W LLJ O ai M � U oQ� 0 00 m U W -il - 0 oil d- r Z -Orj mw O h UIa 0 w 24 U o o r- m Lo c0 0 0 oil ri o . . . . . . . . . . . S! 202.06' Lo d- d- CURVE TABLE -Orj 0 O h N DELTA 1 90'00'00" 07 35.00' U 35.00' J C3 U 13.70' r 22'25'35" t\ . . . . . . . . . . . . . . . . . . . . . . . . S! 202.06' Lo —I- u¢, oo§¢QWc O ZrowoW. 12 0&[DJ 13 TYP. 14 15 o NI TYP. �-- 1 & 2❑ — -- i 25 26 � w CURVE TABLE -Orj 0 O Lo N DELTA 1 90'00'00" C2 a 27 7� 28 29 co 00 co N � tC) 00 d Q r r PHASE s±3 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 959 MAX. DENSITY TI=4.5 R=55.0 PHASE x 3 Lr) L0 L0 L0 07 O� O� Cn � L0 �_ 0 38 37 36 r s 6' 6 1 20' 20' 110 �i ISI ■- I I I 0 5 I co16 1-17 ,I i 4-- 601 32 33 I 34 35 1 00 00 00 Lo 0)m rn o N O00 L0 r L rl j CO I,-I`� (z �yJ w W S U to W Ld 07 NO W_ N OWio CURVE TABLE -Orj CURVE �- C1 RADIUS 20.00' LENGTH 31.42' I TANGENT ! 20.00' DELTA 1 90'00'00" C2 35.00' 54.98' 35.00' 90'00'00" C3 35.00' 13.70' 6.94' 22'25'35" C4 84.00' 197.70' 202.06' 134'51'11" Lr) L0 L0 L0 07 O� O� Cn � L0 �_ 0 38 37 36 r s 6' 6 1 20' 20' 110 �i ISI ■- I I I 0 5 I co16 1-17 ,I i 4-- 601 32 33 I 34 35 1 00 00 00 Lo 0)m rn o N O00 L0 r L rl j CO I,-I`� (z �yJ w W S U to W Ld 07 NO W_ N OWio wxoLIJ (Z9 F— -Orj W z p C CrWjBz IIS C6 J a o o 0 w< ¢osf II W b- co % O <&wo �< O0_ Oi J C) W y 0 U uj l Zp zz�aaz5 3: J (-)-1 114.5'14.5' in Z L -j U L=Qo" r ' TYP. TYP. ' ; F- z z W —I- u¢, oo§¢QWc U - ZrowoW. a w►=�wx< --i 7 TYP. ZoWwW�, WC) W Owa TYPICAL DRIVEWAY DIMENSIONS �.xx0� zz 00 ZW="` V=UF_Z¢C W w NOT TO SCALE W w¢ w U i �.-w __ wxxzaL( U co Q � o w L 0 i l ¢(n=J Ls W z,w=� -u, L_ o w z,=CJ� ate. § z - x > a . mw0 >w� a uj¢ooz?� OrcoF-3�c m U Qx-i'WU Ui S S L S O C s-�oa�Uc Lr) L0 L0 L0 07 O� O� Cn � L0 �_ 0 38 37 36 r s 6' 6 1 20' 20' 110 �i ISI ■- I I I 0 5 I co16 1-17 ,I i 4-- 601 32 33 I 34 35 1 00 00 00 Lo 0)m rn o N O00 L0 r L rl j CO I,-I`� (z �yJ w W S U to W Ld 07 NO W_ N OWio _ -Orj 0d0-tto mI IIS C6 O i- O II W b- co + + M + O0_ Oi _ cn Zp + J h % _ 31.42' ON CURVE O ur10 r 017 00 r Ir - 4 3 ME ........ ....!.... ............ ............................. ................... .. Ti,NG AROUND. Pi?GFi'LE . 378* ....... :.......................: ..:. . .............. . a.; o..................... .:........................ ............ -0.21 ........ ,I 378 f0.00q : –0.279 +0.21 0.279 - ...... -0:25%................................................................. -DESIGN -,rZOWUNE PRORLE 376 ......................................... ........ ........................................................ ......................................... ...376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE -- -- -- --- PHASES 3 - ----- --- -- -- - - 54.98' 31.42'_ ON CURVE I ON CURVE. UO 0 c M-t� d� �'cD Ct;N mco WN rN0 2 U (-),(0 qt:00 Co' c6 W - r I� O nr V) ul fir? . IM ►� Lo m M r7 . . . . . . . . . . ............................ -----� IJ_jI� -- �y �I + -- - - + Q U 0. -- cfl -- - _ - - - - h 380:...:...:...:...:...:...: --.- :__� OW . . . : . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . .............:...:............... ............ .. .. -..�- �- _....... .... 80 3 Z0 -- -- N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. •--.-_ .-. . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . _ . . . /?i r�_Jl�:�,�, 3707 378 ....................:....... ......... ........-----......----........ —.0.23%............ �`............. X0.219: .. ................. .- 7 Jl/ .......---- �ES/GN.FLONZ/NEPROFILE-% .............---:......................._....................... ..............._.... =0.259. : 376............................................................................................................................................ ................376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE LL ,ou) ?La� COC] =zoz ,Wxo ;m�Q jv~iuiU C : U E �zm �u LL LL LL E j O w 3: �U)Wo F - z m w M Z O o a ;i'.iY Iaz0 j o m �z- ;oz> �F-0z a �oQ� j [] O �z¢o" w Z ZLD Lu U z o :mi=x o F- 0, OF Q'ow w LL ,o U) z W Oz �m�U) � - U ¢ 'o¢m CL Lij Z b z CIJ ��p M ■ .. z <3) m N m co 0 0 cn a co � X °� < W IL Y Z�N R (.0 W a)o °6z�M of a Z LLJ W `I G L i i 00 mI r7 V� Qhs I O � + h r _ 31.42' ON CURVE O ur10 r 017 00 r Ir - 4 3 ME ........ ....!.... ............ ............................. ................... .. Ti,NG AROUND. Pi?GFi'LE . 378* ....... :.......................: ..:. . .............. . a.; o..................... .:........................ ............ -0.21 ........ ,I 378 f0.00q : –0.279 +0.21 0.279 - ...... -0:25%................................................................. -DESIGN -,rZOWUNE PRORLE 376 ......................................... ........ ........................................................ ......................................... ...376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE -- -- -- --- PHASES 3 - ----- --- -- -- - - 54.98' 31.42'_ ON CURVE I ON CURVE. UO 0 c M-t� d� �'cD Ct;N mco WN rN0 2 U (-),(0 qt:00 Co' c6 W - r I� O nr V) ul fir? . IM ►� Lo m M r7 . . . . . . . . . . ............................ -----� IJ_jI� -- �y �I + -- - - + Q U 0. -- cfl -- - _ - - - - h 380:...:...:...:...:...:...: --.- :__� OW . . . : . . . : . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . .............:...:............... ............ .. .. -..�- �- _....... .... 80 3 Z0 -- -- N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-. •--.-_ .-. . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . _ . . . /?i r�_Jl�:�,�, 3707 378 ....................:....... ......... ........-----......----........ —.0.23%............ �`............. X0.219: .. ................. .- 7 Jl/ .......---- �ES/GN.FLONZ/NEPROFILE-% .............---:......................._....................... ..............._.... =0.259. : 376............................................................................................................................................ ................376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE LL ,ou) ?La� COC] =zoz ,Wxo ;m�Q jv~iuiU C : U E �zm �u LL LL LL E j O w 3: �U)Wo F - z m w M Z O o a ;i'.iY Iaz0 j o m �z- ;oz> �F-0z a �oQ� j [] O �z¢o" w Z ZLD Lu U z o :mi=x o F- 0, OF Q'ow w LL ,o U) z W Oz �m�U) � - U ¢ 'o¢m CL Lij Z b z CIJ ��p M ■ .. z <3) m N m co 0 0 cn a co � X °� < W IL Y Z�N R (.0 W a)o °6z�M of a Z LLJ W `I G L NCER * k- 0 0 W rr, > U a �o cr /038 0 DATE 05/28/2013 PA JOB No. 2078B SHEET —� 16 J s OF 16 SHEETS V� I � Q o CL UJ U - \ WC) W U W W �.-w __ ❑ U co > W o L_ o w ate. a NCER * k- 0 0 W rr, > U a �o cr /038 0 DATE 05/28/2013 PA JOB No. 2078B SHEET —� 16 J s OF 16 SHEETS STRIPING SPECIFICATIONS 1. PAVEMENT STRIPING AND MARKING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, SECTION 8t-3 "PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS". APPLICAT ON OF GLASS BEADS SHALL BE OMITTED. 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND > THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMB R 26, 2006. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS S ALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTR CTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WE SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND WW ANY REMAINING RESIDUE SHALL BE REMOVED BY WETSANDBLASTING. ALL w LL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE a FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUC ON SHALL BE PER THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 2006. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTCR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" XT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE S ATE 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, TR FFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL 13E FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED Ff OM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIP S. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE' AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACT R'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. LANGLEY B.N.S. F. ROAD RAILROAD 21 I i R26 CA' PAVEMENT DELINEATION LEGEND LI INSTALL 12" WHITE LIMIT LINE AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN NOTE: PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED STRIPING PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. SIGN LEGEND ❑ INSTALL NEW 1 POST SIGN. ■ FUTURE 1 POST SIGN. SIGN LOCATION SIGN CODES OM1 -3 N YELLOW DIAMOND OBJECT MARKER SNS -METRO - METRO STREET NAME SIGN R1-1 - STOP SIGN W1-6 (L) - ONE -DIRECTIONAL LARGE ARROW SIGN (LEFT) R26(CA) N NO PARKING ANYTIME W31 (CA) - END W1-7 - TWO -DIRECTIONAL LARGE ARROW SIGN NOTE: SIGN CODES ARE FEDERAL CODES UNLESS OTHERWISE INDICATED BY (CA). (CA) INDICATES CALIFORNIA CODES. 22 I 23 I 24 1 25 I 26 1 27 1 28 1 29 1 1Ai— ❑ RECORD DRAWING V�kPrSE Z 04 �T` r-KLI) W. PORTER, RCE 334413 EXP. L NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF STATION 18+23 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION. WOLF RIVER AVENUE III Irl I FUTURE STREET LIGHT FUTURE STREET ILIGHT- �=-- - -- —{ - ---- —---------- — _ — — — — — — — — _ _ 229 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —_ dols i s• - - - - E 7---- --- -- R26 CA - R26 LL + _11- 46 20 S -METRO R1- ❑ ❑ r� RIBSTDN AVENUE I I`II I tl VdOiS SN DATE „r-- -- - -- -- R26 CA LIMITS OF IMPROVEMENTS - ■ - 10+00.00 11 -- �: 1;Y--- ---- --- --- --- -- ---- -- ---- � �n�_ � R26 CA LL -- -- 12 - - - -- R26 CA --- - -- - - - - ■_ . ■ �J R26 CA -- r� --� 13 I 14 15 16 - r - � �_ ,•- � ■ - -- i I I I 18 18+22 - - - - -- �— I I I ---- - ---- - - --- ---- Cf I - r - - --< ■ - --- -r - � 18+72.71 +— r .73 ■ F r r > - 21+52.71 �2 INSTALL END OF ROAD --J - - - - -- -BARRICADE WITH 1 EX FENCE - -- --- -- W,31 (CA), OM1 -3 � �- SNS -METRO - -- -- ; - -- - - -- - - - } S W1-7 OM1 -3 NS -METRO t�N ❑ ❑ ❑ w■cn w \Wl-6L/OM1-,3 L J EX R/W I _l_ ❑ CIT Y, Or ,L, KrR�r�r! �� FUTURE (IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS) EL TORO VIEJO U WLl U- U- oavW Ove W Q w F0 m p J ZU w W W Z w m8 u}zdz ffiz `J �c=i�=woo>mr=„O Z FU--Offizco C6 W i O w= w OR w U ga�SZZF-0W� 0- 0 0 w 0 o o0o ¢Oz>ww Wco 65Z�,j2'OZOW 2W owzW��z��o Em a�Fozw2oom , O— z�- aw c) E J o¢ z�oWow�oo zo'www0pwOz¢ O a Z a 1 W> Q w o U= O w~¢ O¢ o W zw v wawWwL-Li Uwco 0 cn w= Z Q U z o z�pW�LLa-i�l C7 cn¢ x o Zp2Ucn1w2 W ¢¢ O � J O w 02'OOwwfnJ—CD r F- Q9 U) w 0 w Z Z z Q m w w U O w z cf) oaF_OU0w¢� COUNTY OF KERN R26CA t23 23+2L2.71 -=>32' WIDE PAVEMENT SECTION _ PROPOSED) -:!Cl TY LIMITS SCALE: 1"=50' o M M Z y. o r > o r� N �y (p co LL U �X 2 cu m N LLILij m o �Z z ('4 c' UJ o N I —m w o x LLJW O ! °- Z > Item W I Q WW w LL O a Q 'n a GoNEER 4 b ao X27 O- to nom r� J w >hi U y af Cil U) 00 n O U); CN z 0 O o > i co _� ro N rDATE -05/'28/2013 PA JOB Na 2078] z � SHEET w L M x O N OF 16 SHEETS CONSTRUCTION NOTES M CONSTRUCT PAVEMENT SECTION AS NOTED IN PLAN VIE ❑2 REMOVE EXISTING CMU BLOCK CURB. 0 REMOVE EXISTING SHRUBS AS NECESSARY FOR CONSTR CTION OF NEW PAVEMENT, PROTECT EXISTING IRRIGATION SYSTEM. ® REMOVE EXISTING APPURTENANCE, COORDINATE WITH OANER. F5 SAWCUT 1' OR AS DIRECTED BY CITY ENGINEER. © PROTECT EXISTING UTILITY IN PLACE 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVRS, ETC. TO FINISHED GRADE PER CITY STANDARDS. SPECIAL NOTES: 1) CONTRACTOR SHALL NOTIFY AND COORDINATE WITH EXISTING PROPERTY OWNER FOR ANY AND ALL EXISTING IMPROVEMENTS THAT ARE TO BE REMOVED AND OR RELOCATED, PRIOR TO ANY CONSTRUCTION. cnrn U N Y Cj 0 Z c L� co r` rn 'C6 rn1,- N (n I rn U cn N Y Cp U ry Lo I'l Lu N co a- '-, of 000 U U Q \Z � ��� H r� N - - �- — 1 — CJB & GUTTER EX. WA ' VALVE I A LLQ L 1 CD z 0 J O m X Li - - RIGHT-OF-WAY OJZ EXISTING EDGE OF PAVEMENT OHE - - - EXISTING OVERHEAD UTILITY LINE w�� JLU EXISTING FENCE LINE Uj V U7 d - -GAS- - EXISTING GAS MAIN WTR- - - EXISTING WATER MAIN Com, EXISTING UTILITY POLE, PROTECT IN PLACE -o -_ EXISTING SIGN 5'I RIGHT-OF-WAY FOR HIGHWAY PURPOSES PER BOOK 764, PAGE 296 OF OFFICIAL RECORDS. 53'f 30' o w Qz� 35' OJZ U0 cr Z J >-2>- 11' 24' w�� JLU W �cn�wZ�>rncn Uj V U7 d O �++ Z 7' Qo m } �o = w - U O���U���1F = � Wn Z0W S6z'-- rp� it w :� M Q0 Ow Umcn r Q0wmFm_ HSZ v = coo NAT GRD MIN 5 U ciiwcr W W 2 mzo z z 0 a LL o Z 03:w LL (� c�ov,po,oLL m w M Z m w w}> O U Z 2 0WQW��W~fAO N a yco QEF-20Zw�00owp 1 wLL►_z–�mcn� o O Q - z o- PROPOSED PAVING: O WIDTH VARIES 1.5'-24' (NORTH SIDE) WIDTH VARIES 1.0'-5.2' (SOUTH SIDE) © EXISTING PAVING: WIDTH VARIES 18.1'-20.1' TYPICAL SECTION 1 NOT TO SCALE SINSF RAILROAD Qz' La OJz 0 Z J 00 '1 w 11 J U I Q �uw 0Z 1 0 U- 0 Q 0 Of z Q -��a uj m J wo o �T I 2% w w zz NAT GRD MIN NAT GRD _::j — — X 00 w to z MI TYPICAL SECTION 1 NOT TO SCALE LANGLEY ROAD 171, 346' (MID-SECTION LINE/PROPERTY LINE) SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD EX. GAS MAIN EX. TELEPHONE LINE SEX. GAS NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD- ++ EX. TELEPHONE _ � _ MARKER SIGN — — SPLICE BOX BLocld CURBING - _ I - — -3 - - =3- -3 HRUBS SHRUBS SHRUBS BLOCK WALL BLOCK CURBING 1 - - _ 1 -EX. DIRT PILE =, i EX. CONC.-"/ 6 EX. GUARD POS -S J� COUNTY } LAND APED GAT� PAD LEX. TREE, EX. TELEPHONE /I ROAD LANDSCAPED � AREA — — — — — � '�' TYP. SPLICE BOX 6 / 1 30 ROAD EASEMENT PER SALES SIGN AREA MAP OF LANDS OF J.B. HAGGIN FEXjILIOVERHEAD 0 E OHE Ln EX. FIRE HYDRANT AND WATER VALVE EX. GATE J — EX. GONG. AC AREA=2,020 SFf EX. TELEPHONE NEDRIVEWAY SPLICE BOX i zPL\r`r ( SEE DETAIL I o �,��i.►. .) 1 I Q m c -EL ) I� , 2.3 , P L=C . 3 cn NI 5 161 � w I w o1K. 2 J, P r. 33 X 1 30' 1 i cr- P W � I w J E- W 35' ROAD ACCESS EASEMENT RECORDED MAY 5, 1938 PER BK. 764, PG. 296, O.R. N 1 --- -- ---- --- lF'- � Q = - - -= QP LdI Z I W O =�Q 0 I F— W L V) I EX. SCRAP/DIRT PILE nHF — -- EX. BUILDING EX. BUILDINGS --------------------------------- EX. RIGHT-OF-WAY Fl\ R r PJM5161 �1<. 2;3, Pr. ::33 EX. HOUSE PHASE T 3 AAR& Lm givIm I I I I I - -J I ------------------------------------ SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD oQ I NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD Of JT �"----------- 12' I <w I ------ �-- wc�--------- m J I oo I I I MIN z z NAT GRD J J I Of CMU BLOCK CURBING - 2 0o I 4— -- ---M- — -3 - - — Ln z I _ROPOSED EDGE OF PAVEMENT 4 Imo" r5 � -Ex. A-BcT © SHRJBS ;PL' -E BOX -ANDSCAPED AREA � I I ; I LANDSCAPED AREA\ -GATE LANGLEY ROAD (MID-SECTION LINE/PROPERTY LINE) I I I � I l `------------------------------------ AREA DETAIL 1 35' ROAD ACCESS EASEMENT RECORDED SCALE: 1"= 10' MAY 5, 1938 PER BK. 764, PG. 296, O.R. 188' ---EX. SCRAP/DIRT PILEin — EX. DIRT ROAD N 1 ---- --- ------ 0 _ EX. FENCE, TYPICAL 71 EX. CONC.I PAD 15' IRREVOCABLE OFFER OF DEDICATION TO I THE COUNTY OF KERN PER BK. 5190, PG. 445, O.R. I I I 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=55.0 Lu \ 0 Q z O LANGLEY ROAD SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD � x NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD 00 - (MID -SECTION LINE/PROPERTY LINE) - -- 507' 110' AC AREA=17,430 SFf i — — + — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- — — — — — — — — b I m OHE �. I I I Q 1 V) N I w 1 1 i I 0 A,F,IN, > 066--020-096 0 PHASEst 3 F- C� I 1 LANGLEY ROAD CONSTRUCT MIN. 0.20' A.C. PAVING OVER I I MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 Q I /,= EX. SCRAP/DIRT PILE QIJ zIo m� J I (W 2m I- ,W' GQc V/ -N- SCALE: I"=40' 0 20 40 80 U N - SCALE: 1"=40' 0 20 40 80 U LLILLLL LL. o 0 m 0 U0 w ZQLL F Z LIJ O 'Lu w n'w, w U) w�o w�~OFil_LLzLLZ 2QZ~Z W w W �cn�wZ�>rncn �/ '� -- VJ o C7 �++ Z 7' w�=��U)=2zm w w=o Qzmw�� } �o = w - U O���U���1F = � Wn Z0W S6z'-- rp� it w :� M Q0 Ow Umcn r Q0wmFm_ HSZ v = coo ZZm ��i0�0zW Q w o o U Q O n Q U ciiwcr W W 2 mzo z z 0 a LL o Z 03:w LL (� c�ov,po,oLL m w M Z m w w}> O U Z 2 0WQW��W~fAO N a yco QEF-20Zw�00owp W NO wLL►_z–�mcn� o O Q - z o- ��( W r- W N z Zp w 4 O o O W p Q SUpUr '�Znn v N CO a�acwn,c') LL Z O w w w LLP W Z¢ Z o W W o O a z a H w> zo� N V=OOWF2owQOW Z wWQ UZ LLZ �WOWU O wwm=1ZQ-VQW z0O ww Q Qw p 0 Jw Q00ZpWSnZQof W LL G?GZQ02>O0U) w x w zp Q w p W m W oLL7=co mQU) w m � F.– om– o ui m W O W z J Z zO Q m Q� J w w U� L ww00wZ (1) F-�0CL2_0owaME X W OD M M V�y ii O 0 IL 3 cl tr U- W 0 W z U r CL m W W 3: W U � > W -) U- W LL CL o a \NEER * b OD LL) 3 I _> U cD /038 * s�P E DATE 5/28/2013 0 PA JOB No. 2078B a SHEET Q w V) Q m m m 0 N OF 18 SHEETS z O C7 Li L' E DATE 5/28/2013 0 PA JOB No. 2078B a SHEET Q w V) Q m m m 0 N OF 18 SHEETS