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1.1-6853 Ph 1, 2 & 5 Record Drawing
PHASES 165 AK LD CALIFORNIA REVIEWED BY: UUNS IKUU IK ice1 1112- S'�!3 I GREENACRES TITLE SHEET 58 TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE 28tl- SHALL BE PI 02 REVIEWED BY: IMPROVEMEN Of J MAX Of Co GREENACRES DR. o >_ rASSISTANT PUBLIC WORKS DIRECTOR CITY OF BAKERSFIELD DATE w - Lu 05 APPROVED BY: m � PROJECT HOLLAND ST. MATERIALS LIST SUNCRISP LANE o SITE ESTIMATED QUANTITIES FOR PLAN ® RIBSTON AVENUE CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. 10 WOLF RIVER AVENUE PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE COLLECTOR STREETS (ON-SITE) 1,190 LF RAUL M. ROJAS R.C.E. 39880 0.30' A.C./0.40' A.B. (EL TORO VIEJO ROAD) 41,190 SF 29 LOCAL STREETS 9,420 LF -N 15 0.20' A.C./0.40' A.B. (LOCAL STREETS) 318,300 SF BOLERO AVENUE 6" CURB AND GUTTER 16,995 LF AND STRIPING 6" THICK DRIVE APPROACH 23,200 SF 4" THICK SIDEWALK 56,300 SF SURVEY MONUMENT ENCASEMENT 24 EA STREET NAME SIGNS 28 EA BENCHMARK USED: STREET NAME (METRO) 4 EA TRAFFIC CO TROLNSIGNS 9 EA TOP OF CONCRETE MONUMENT AT NORTHEAST CORNER OF TRACT 5869 UNIT 3, MAP WHEEL CHAIR RAMPS 28 EA BK. 45, PG. 108 STREET LIGHTS (5800 LUMEN) 24 EA (INTERSECTION OF EAST LINE OF TRACT BOUNDARY AND BRIMHALL ROAD) STREET LIGHTS (9500 LUMEN) 3 EA CROSS GUTTERS (12' WIDE) 1 EA ELEVATION = 373.47 (CITY OF BAKERSFIELD DATUM) SAWCUT 2,050 LF CATCH BASINS 14 EA 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 SHEET No. INDEX UUNS IKUU IK FRONTAGE R I GREENACRES TITLE SHEET 58 29 28tl- SHALL BE PI 02 GENERAL NOTES IMPROVEMEN Of J MAX Of Co GREENACRES DR. o >_ w GREENAC ES �-j w OLEO m w - Lu 05 JONAGOLD CT. & WINESAP CT. m � PROJECT HOLLAND ST. C) ; SUNCRISP LANE o SITE RIBSTON AVENUE ® RIBSTON AVENUE 10 WOLF RIVER AVENUE 11 WOLF RIVER AVENUE ENGER ST. BELMAC AVENUE 13 29 GLENN ST. 14 COURTLAND AVENUE & McINTOSH WAY -N 15 CRISPIN STREET 16 BOLERO AVENUE 17 EL TORO VIEJO ROAD SIGNAGE AND STRIPING VICINITY MAP NO SCALE SHEET No. INDEX UUNS IKUU IK FRONTAGE R O TITLE SHEET ADJACENT T 29 28tl- SHALL BE PI 02 GENERAL NOTES IMPROVEMEN OF KERN EN 03 EL TORO VIEJO ROAD ® TELSTAR AVENUE 05 JONAGOLD CT. & WINESAP CT. © GOLDEN DELICIOUS CT. & PINK LADY WAY 07 SUNCRISP LANE ® RIBSTON AVENUE ® RIBSTON AVENUE 10 WOLF RIVER AVENUE 11 WOLF RIVER AVENUE 12 BELMAC AVENUE 13 BELMAC AVENUE 14 COURTLAND AVENUE & McINTOSH WAY -N 15 CRISPIN STREET 16 BOLERO AVENUE 17 EL TORO VIEJO ROAD SIGNAGE AND STRIPING I,x-jgL EY IzoAp UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA ►� �♦fit � i ��'♦� WTI AT LEAST TWO DAYS BEFORE YOU DIG n RECORD DRAWING P I-� Qs � s -1,A vvl f6 5 RECORD DRAWING LEGEND Sr.F 3 W PORTER, RCE 33448 EXP", CL- CENTERLINE DWY- DRIVEWAY FL- FLOWLINE BCR- BEGIN CURB RETURN CONTRACTOR NOTE ECR- END CURB RETURN EC- END CURVE CONSTRUCTION WITHIN EL TORO VIE, BC- BEGIN CURVE OF TRACT BOUNDARY SHALL BE PE BVC- BEGIN VERTICAL CURVE PLANS UNDER COUNTY OF KERN EN EVC- END VERTICAL CURVE EX- EXISTING BDRY- BOUNDARY N- THIS SHEET ONLY r' N STREET NAME LEGEND w ,,, CITY LIMITS Q < ® JONAGOLD COURT a O2 WINESAP COURT / — — O3 GOLDEN DELICIOUS COURT 1� O4 COURTLAND AVENUE 58 57 56 55 54 53 � -224 3 5 4- 7 0 PINK LADY WAY b- B#01 22986 O 8 IBST�;�- - 22984 22985 CB 02 — — LEGEND }' 47 48 49 50 51 52 i 3_31 - SHEET INDEX NUMBER 3� 35 �' 33 32 31 � o �w DIRECTION OF DRAINAGE C) Q 46 45 44 43 42 41 40 39 38 37 36 34 -� 22982 C #05 _ _ 22981 OO CONCRETE MONUMENT 104.CB OLF - -� STREET NAME SIGN "— 22983 � �! 22981 {)- 5800 LUMEN STREET LIGHT WITH NUMBER O 25 26 27 28 29 30 31 32 33 34 35 F- -3i -O- 9500 LUMEN STREET LIGHT WITH NUMBER I �HASE 1 4q 5C ;13#7 CATCH BASIN w/NUMBER� 1 24 48 47 46 45 44 43 42 2 41 3 U ( 23 49 B#14 22977 z BOLERO TE STAR AVENUE V)I 22 50 2297922978 • • 4 • • 21 51 4 24 25 26 27 28 29 30 31 CB 9 14 1 ori 4 5 2 (012 5 3 rn 12 13 20 52 53 N 3 6 i 1 N 11 6 j N 11 14 N 19 22969 11 04 04 23 22 21 22970 20 1918 116 • 12 10 7 4 7 5 CB#7 6 CB#8 10 15 B LMAC 3 8 9 8 9 16 17 18 LOUMA' 1 2 3 4 5 E CITY OF BAKERS_F'IELD _ BNSF R, LANGLEY mi —RQAQ w 777 COUNTY OF KERN _ w — — — — - — — _I= z << V) Q_ 0_ 0- LL F- lal II N w CITY LIMITS -N- KEY MAP SCALE: 1'=200' o� Uj LL f oacUO mO J 1 ZOwWUJ I_ wZLL� Z Lu zi� WQHD ��Hur0az uj F-z�w=O irrm<zwowmco F o HOS Ef ~ O co W XS�-J- 2zm z CD MWF- QZcoWsLL � }. •= 0 W SO=2 WOUS,S zhU�..,tnEsOLL0E- Q > _p N 9<� z Z 0 Lu �" 76 M �a000 W�u3WCD t = U aow�i=r9ywZ v eco ZZaf�UXZ0 w V: vSwoWW ca � �LL zzoa wzzO�z �+ (� 0-00mOo,Oa. Z w Z ca W w �> op U Z =w it m N Z w (/7 owzwwwwII -cD a��zZ Ll- ui aro QLd LU C:j OD 0~ J WOZN w QZ gww LLJ Q M -cQow c, Ll- wQo zNoX=0 Q¢ ca. m �— M3 w:Lu Z owzwxw>Oaw W LU OZ_j 0 a=OUw�zwdo� Z 0ZQQw�U LLF-zw3:Pzw ory XYZ F_ _j UZow0wa0 W LL O W LL- 0-1Ecy w nw�=�00zaw C w 0� >Q aww>-owwmw 1..� G �t�0-gyp �� Q_owoomax - LiJ U =of <ww0 �p_jZ>-wF_U oww=nz<-'0~ wwMZLj �wo�dwa�z� Q �m�<of,zo 0w1-0 co _l �In - Ld Ld Q 0 2 0 j a w LL ;E c) eq a cn ZO~Q���Wm aw_j�wUsa>rm ~Om�Op� J T=Dwxoiwzm QF-�-V)-0-_j U Oo->moQ pip (n UQF--ZQO0� 0-� Upw 0:�Z ry t/)Z0=WFZ-trQO W QPz 0LL_ OZU ZU00O_QD L>_J Q w >- z a' V) � j < F- F- w z zoIn z>-�z z Jo o w Z w p z c� 0 LLJQQ0 w0_LL. 0-0 o IY U)WwZ�O'ZZ w LL Ll.J wo�Qc�Qo� F=-DMV)mm0O d W > CL [D m w w 2W o Lu w LL W � a o a 229 7 +.t- - $- -� 29 28tl- 2 f 394b4142 a•e- _9 �9 L.aB 03 'PHASE 2 PHASE -5- Q O �w I' O i� O (_j w w � �GeNEER ♦c 6/d: cn 0. cn 0 0, w V U /0321 4*9 SSP u) z O W co o DATE 05/2812013 PA JOB No. 2078B z SHEET 0 a- m m co 0 / 'OF $" 8 SHEETS GENERAL NOTES 1. ALL CONSTRUCTION 0 STRUCT{ON SNA LL CONFORM TO THIS PLAN, THE CALIFORNIA BUILDING CODE, CITY OF BAKERSFIELD ORDINANCE No. 4472, LATEST EDITION AND STANDARDS PERTAINING THERETO. THESE DOCUMENTS SHALL BE MADE A PART HEREOF. 2. ALL CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY OR CITY EASEMENTS SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS DATED 2010. THESE STANDARDS, DRAWINGS AND DETAILS SHALL BE CONSIDERED A PART OF THESE PLANS AND THE CONTRACTOR SHALL OBTAIN A COPY FOR HIS USE. 3. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OF BAKERSFIELD FOR ANY WORK TO BE PERFORMED IN THE EXISTING, ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE STREET RIGHT-OF-WAY AND INSURANCE, AS REQUIRED, SHALL BE PROVIDED BY THE CONTRACTOR PRIOR TO ISSUANCE OF A PERMIT. 4. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION WITHIN THE STREET RIGHT-OF-WAY, THE CONTRACTOR SHALL GIVE THE CITY CONSTRUCTION INSPECTION DEPARTMENT (326-3049) 48 HOURS NOTICE. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. PORTER & ASSOCIATES, INC. MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. 6. EXISTING UTILITY AND UNDERGROUND LINES HAVE BEEN SHOWN ON THIS PLAN ACCORDING TO AVAILABLE RECORDS. THE ENGINEER IS NOT RESPONSIBLE FOR POSSIBLE ERRORS OR OMISSIONS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO BEGINNING OF ANY WORK. UNDERGROUND SERVICE ALERT (U.S.A.: 1-800-227-2600) SHALL BE CONTACTED AT LEAST TWO WORKING DAYS PRIOR TO ANY CONSTRUCTION OR EXCAVATION. 7. ANY EXISTING IMPROVEMENTS OR UTILITIES THAT ARE REMOVED, DAMAGED OR UNDERCUT BY CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE, AS DIRECTED BY THE ENGINEER AND APPROVED BY THE GOVERNING AUTHORITY. 8. IF A PROBLEM OR CONFLICT SHOULD ARISE DURING THE COURSE OF THE PROJECT, IT IS THE RESPONSIBILITY OF THE OWNER OR THE CONTRACTOR TO NOTIFY THE ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK. 9. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, TOOLS, EQUIPMENT AND SUPERVISION NECESSARY FOR A COMPLETE AND FUNCTIONAL PRODUCT. 10. ALL WORK WHICH IS DEFECTIVE IN ITS CONSTRUCTION OR DEFICIENT IN ANY OF THE REQUIREMENTS OF THESE DRAWINGS AND SPECIFICATIONS SHALL BE REMEDIED, OR REMOVED AND REPLACED BY THE CONTRACTOR IN AN ACCEPTABLE MANNER, AND NO COMPENSATION WILL BE ALLOWED FOR SUCH CORRECTION. 11. IN THE EVENT CONSTRUCTION STAKING BASED ON THE CONSULTANT'S PLANS, DRAWINGS OR OTHER DOCUMENTS IS ACCOMPLISHED BY ANYONE OTHER THAN THE CONSULTANT, THE OWNER OR CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL IN WRITING AS TO THE CHANGE OF ENGINEER IN RESPONSIBLE CHARGE. 12. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING EROSION, SEDIMENTATION & DUST CONTROL PLAN AND STORM WATER POLLUTION PREVENTION PLAN IMPLEMENTATION AND THE SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 13. IF THE CONTRACTOR IS IN DOUBT AS TO THE MEANING OF ANY PART OF THE DRAWINGS AND SPECIFICATIONS OR FINDS DISCREPANCIES IN OR OMISSIONS FROM THE DRAWINGS, HE SHALL SUBMIT A WRITTEN REQUEST FOR AN INTERPRETATION OR A CORRECTION THEREOF, PRIOR TO FILING HIS BID PRICE FOR THE PROJECT. 14. PORTER & ASSOCIATES, INC. WILL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ANY AND ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY PORTER & ASSOCIATES, INC. 15. NORMAL STAKING AND MARKING OF THE PROJECT WILL BE SUPPLIED ONLY ONCE. ALL RESTAKING OR REMARKING SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 16. STREET LIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN C.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 OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNER USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS S 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 2.5' 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 DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. 8• ALL CONCRETE SHALL BE CLASS 3 AND SHALL CONTAIN A MINIMUM OF 505 LBS./CU. YD. OF CEMENT AND HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.50. 9. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW ASPHALT CONCRETE PAVEMENT IN ACCORDANCE WITH THE PROVISIONS FOR FOG SEAL IN SECTION 37, BITUMINOUS SEALS, OF THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS, CURRENT EDITION, AND THE STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIAL PROVISIONS CURRENTLY IN EFFECT, AS DIRECTED BY THE CITY ENGINEER. 10. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS DIRECTED BY THE PUBLIC WORKS DIRECTOR IN ORDER TO PROVIDE A TIE INTO EXISTING STREET PAVEMENT. 11.SEWER LATERAL LOCATIONS TO BE STAMPED (S) INTO THE CURB FACE OVER EACH LATERAL. 12. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE GUTTER FLOW LINES (INVERTS). 13. THE CONTRACTOR SHALL INSTALL PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY DEVICES (NOT SHOWN ON THESE PLANS) TO MEET WITH THE APPROVAL OF THE CITY PUBLIC WORKS DIRECTOR. THE PRICE FOR THIS ITEM SHALL BE INCLUDED IN THE PAVEMENT PRICE. 14. SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL, ROADSIDE SIGNS INSTALLED PER CITY STANDARD DETAIL T-19 SHALL BE LOCATED WITHIN SIDEWALK, 6" FROM BACK. 15. 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 THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO EXISTING PAVED SURFACES, THE EXISTING PAVEMENT 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 SURFACE BEYOND THE LIMITS OF CONSTRUCTION. . 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 96%, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL BE DETERMINED BY: A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVICE IN THE FIELD, OR B. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR LABORATORY TESTING. ZINC STEARATE MAY BE SUBSTITUTED WITH PARAFFIN. C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES, (2) REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT THE CONTRACTOR'S EXPENSE. 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. BASE MATERIAL IN ALL CITY STREETS INCLUDING ARTERIAL, COLLECTOR, AND LOCAL ROADBEDS SHALL EITHER MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL 2 AB) CONFORMING TO SECTION 26 OF THE CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, OR SHALL BE FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK" WHICH ALLOWS UP TO 50% OF THE VOLUME TO BE RECLAIMED ASPHALT CONCRETE, PORTLAND CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED BASE, OR A COMBINATION OF THOSE MATERIALS - OTHER RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY DENSITY. 20. THE PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLOWING MODIFIED CALTRANS STANDARD SPECIFICATION SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF MATERIAL THEREON, THE GRADING PLANE SHALL CONFORM TO ONE OF THE FOLLOWING: A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.02 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN SUBBASE OR BASE MATERIAL (OTHER THAN ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE GRADING PLANE, THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. 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 ® ST -1 CURB AND GUTTER (TYPE "A","B" AND "C") ❑ ST -2 COMMERCIAL DRIVEWAY ® ST -3 SIDEWALK ® ST -4 RESIDENCE DRIVEWAY ® ST -5 HOUSE NUMBER FOR CURBS ® ST -6 PAVEMENT PATCHES ❑ ST -7 CROSS -GUTTERS ❑ ST -8 26 INCH PART CIRCLE CULVERT BLACK ST -9 STREET SPECIFICATIONS ® ST -10 STREET SECTIONS ❑ ST -10A STREET SECTIONS ® ST -11 STREET CROSS SECTIONS ❑ ST -12 ALLEY CROSS SECTION ® ST -13 SURVEY MONUMENT ® ST -14 "STREET LIGHT, MAST ARM TYPE ® ST -15 CUL-DE-SACS ® ST -16 STREET KNUCKLE "FIBERGLASS STREET LIGHTS NOT ALLOWED % oG pWvo wOv� m J wW� �2 v,m=Z�wQ►=wn LLzaz =a izw�oulmco a)LL~I=62_jt� •U CITY STD. NO. DESCRIPTION INPUT PANEL 14 Z W W o Q i iii WIRE COLOR ASSIGNMENTS gwi,- zwwZQ ® ST -17 WIDE CROSS -GUTTER � OIXIO=W_ =WWMx z- w'~' o o a MODEM HARNESS INTERCONNECT CABLE A AUDIO IN z Z x w 0 0 o ❑ ST -18 MEDIAN CURBS (TYPE "M","M-1" AND "M-2") BLACK 01-4 <w 0 w K w Qnza�¢_f-�=o ❑ ST -19 HANDICAP RAMPS BLACK Z _w � 0 F p w Q Or o LL - 00 Q- U w w w N AUDIO OUT GREEN 781-6 GREEN w T o m Z o zzoaazzO�a C�5igw96 ,oa ❑ ST -20 PRIVATE STREET GATES W w o z= cn_ w w vpi=zoC'Fx lw- LWL ❑ ST -21 REFUSE CONTAINER PAD $ Z o m m 'z �Q wwpa ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS www z�OW1w¢0oo a w- T U o U y ❑ D-10 SIDEWALK UNDERDRAIN ZawWTOWOza U z w> d a E= p a a ow w< ® D-11 DRAINAGE BASIN w v=U0W r z o 'Lu, a z z z ® „ 0 Moo D-14 CATCH -BASIN, TYPE A„ a uj El D-15CATCH-BASIN, TYPE "A-1" z o} o aw uj_ W Lou Q o 0 zT=>n�<wLLw ® D-16 GUTTER DEPRESSIONS qa w o� W w= w0 co 0 ❑ SW -4 » MANHOLE, TYPE A WITH DROP CONNECTION Wao�Z>�m~Kv=i o m w cn L c� � w ® SW -5 FRAMES &COVER FOR MANHOLES & CLEANOUTS w ==0w=0ia'oz= o w a U p a a co ® T-1 STREET SIGN, POST TYPE ❑ T-3 MAJOR COLLECTOR TRANSITION ® T-12 MINIMUM ACCESS DESIGN THE FOLLOWING STANDARD(S) ARE FROM THE CITY OF BAKERSFIELD PROPOSED STANDARDS ® T-34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS 1 THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO OBTAIN LATEST EDITION THEREOF) CALTRANS STD. PLAN DESCRIPTION ® A88A & B CURB RAMP DETAILS C2P MODEM IN7FRCONNECT/TERMINAL BLOCK 7B-1 TB -1 IB -1 TB -2 TB -J (Comm In) 78-4 (Comm In) 7B-5 (Comm Out) 7B-6 (Comm Out) IN7FRSE•C770N LOCA LION B TB -1 7B-2 7B -J (Comm In) TB -4 (Comm In) 7B-5 (Comm Out) 78-6 (Comm Out) INTERSECTION LOCA77ON A n TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2°(50mm) CONDUIT 2-(50mm) CONDUIT J-(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE o STD PLAN ES -8 SECTION A -A FORADD17701VAL NO.5 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) MUL 77 -DUCT NIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSIREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAYBE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATION MASTER PLAN, MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY 7RAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE N0, 6, ALL OTHER ROUTES INSTALL 2"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK lWTH PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0, 5 WITH EXTENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXIS771VG SURFACE (HORIZONTAL). IHE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES, A PULL ROPE CONFORMING TO SEC77ON 86-205C "INSTALLA77ON" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA77ON OF FUTURE CONDUCTORS. cin, E LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 A(100mm) MUL TIDUCT OR MULTI -CONDUIT SYSTEM (NOT REQUIRED FOR N0,5 PULLBOX) J'"(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES .. ... •: s ' ' : 4. 0 VARIES R=4 MIN VA IES R=4'(1.2m) MIN. (1.2m) SWEEP TO PULLBOX NO TE TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG 1 INPUT PANEL 14 i iii WIRE COLOR ASSIGNMENTS PIN FUNCTION WRE COLOR 78-1 WIRE COLOR � N MODEM HARNESS INTERCONNECT CABLE A AUDIO IN 1011TE 7B1 -J WH17F B AUDIO IN BLACK 01-4 BLACK C AUDIO OUT RED 7BI-5 BLACK E AUDIO OUT GREEN 781-6 GREEN TB -1 IB -1 TB -2 TB -J (Comm In) 78-4 (Comm In) 7B-5 (Comm Out) 7B-6 (Comm Out) IN7FRSE•C770N LOCA LION B TB -1 7B-2 7B -J (Comm In) TB -4 (Comm In) 7B-5 (Comm Out) 78-6 (Comm Out) INTERSECTION LOCA77ON A n TOP VIEW INTERCONNECT DETAIL NTS ?5mm) 2°(50mm) CONDUIT 2-(50mm) CONDUIT J-(75mm) KNOCKOUT CLEAN CRUSHED - ROCK SUMP, SEE o STD PLAN ES -8 SECTION A -A FORADD17701VAL NO.5 PULLBOX WITH EXTENSION (N0.6 PULLBOX WITH EXTENSION SIMILAR) MUL 77 -DUCT NIS TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL ARTERIAL & COLLECTORSIREETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR STREETS MAYBE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY TRAFFIC COMMUNICATION MASTER PLAN, MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICATION BACKBONE ROUTES SHOWN ON THE CITY 7RAFFIC COMMUNICATION MASTER PLAN, PULL BOXES ARE TO BE N0, 6, ALL OTHER ROUTES INSTALL 2"(50mm) SCHEDULE 40 CONDUIT UNDER SIDEWALK lWTH PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXES SHALL BE N0, 5 WITH EXTENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXIS771VG SURFACE (HORIZONTAL). IHE TOTAL ANGULAR BEND OF CONDUIT BETWEEN PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES, A PULL ROPE CONFORMING TO SEC77ON 86-205C "INSTALLA77ON" OF THE STANDARD SPECIFICA77ON SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLA77ON OF FUTURE CONDUCTORS. cin, E LIDS SHALL READ "TRAFFIC SIGNAL" KNOCKOUT FOR 4 A(100mm) MUL TIDUCT OR MULTI -CONDUIT SYSTEM (NOT REQUIRED FOR N0,5 PULLBOX) J'"(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES .. ... •: s ' ' : 4. 0 VARIES R=4 MIN VA IES R=4'(1.2m) MIN. (1.2m) SWEEP TO PULLBOX NO TE TO BE USED ONLY WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER UP LINE. IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T-34.DWG 1 i iii L w w � N a C3 M 00 N 0 3 0 U 00 rl (D N 0 i co 00 r- 0 N i V) z (%) o M W Z 0w (.. W- o o r N t4 M 0 = v m COX LL W Y Z_ f6 (Y] N c0 W mo o?SzWM co I vfn N � Z om W Lu o N o L \NEER 4 b 00 � U p dy cc /032! W F- O z Q w z w CD z i iii L w a DATE 05128!2013 PA JOB No. 20788 p w LL H � w w U a m www d w ui w a o a \NEER 4 b 00 � U p dy cc /032! W F- O z Q w z w CD z 0 L w DATE 05128!2013 PA JOB No. 20788 � SHEET W 0 CE EL i m 00 r- 0 2 N OF 10 SH CONSTRUCTION NOTES m COMPACT UNDER CURB, w GUTTER AND SIDEWALK N¢ � - INSTALL TRAFFIC SIGN PER CITY STANDARDS. 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. STD. DWG. ST -11 FOR SLOPE PARAMETERS O R1-1 -o- INSTALL R1-1 STOP SIGN W/ STOP BAR. 2Q CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. N N Q Lit N � -(a- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". Lu W w ¢v o zo�cn�oz> N _, I 47 - - RIGHT-OF-WAY w p w W W t d' O Z Q ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. rw : Z= r- 16 ' I R' — — SEWER O � � � O � a � W = 0 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. N N O Li- j U) N �trj IN� �0ww=�QpOW>wWo �W SEWER MANHOLE © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR >} WwUUmF- I - r- + d TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING CO-) EXISTING UTILITY POLE r� r PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. W W rn r- �X t) ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED B/L_ -Iz - zh EXISTING EDGE OF PAVEMENT n AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. FOL- - - EXISTING FIBER OPTICS LINE ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. --EX36"S- -- EXISTING SEWER MAIN WITH SIZE 10 PROTECT IN PLACE EXISTING UTILITY POLE. - -OHL- - - EXISTING OVERHEAD UTILITY LINE 11 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' - -GAS- - - EXISTING GAS MAIN 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 "END --EXWTR- - EXISTING WATER MAIN INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. PER CITY STANDARDS. 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. W 0 J 03 Q TRACKSROAD J � I) I �I it I I I E( SWR— - II ' 10+00.00 I LDSC PL RW 3' 45' BLOCK WALL ( FL (SEE WALL PLANS) 1 34' 1 8' LS AREA FINISH ' GRADE 2' GRADE LINE 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK 45' TYP HALF SECTION iA1 EL TORO VIEJO ROAD ��i NOT TO SCALE m COMPACT UNDER CURB, w GUTTER AND SIDEWALK N¢ � (TYP.) 6" MIN. TO 90% e MAX. DENSITY. If - * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS GRADE LINE 6" TYPE "B" CURB & GUTTER W/ 5.5' WIDE SIDEWALK 45' TYP HALF SECTION iA1 EL TORO VIEJO ROAD ��i NOT TO SCALE 21 22 T 23 '- 24 2 26 27 28 29 wI i m FUTURE11 12( /FUTURE STREET LIGHT BLOCK WALL (SEE WALL PL NS) i (FUTURE 7 TURE STREET LIGHT ---2joo ----- -- -- -- -- -- -- -- — -- 22990 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — Ex SWR— — _ — — — — 10 _ 9 (FUTURE) � EL TORO VIEJO ROAD AND TRACT BOUNDARY: — EX SW -- — � - - EX SWR— 12 13 14 5 16 17 18 0 10 10 10 10 10 10 V) - EX GUARD POSTS AND wVALVE TO REMAIN IN PLACE *tQ;N c 07 O Q Q PHASES 2, AND4 W rr 0�EL TORO VIEJO ROAD M Z +0 T 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. --51 11 u �& 27 M L i- 8 7 EX )vz 22 23 —EX S4 R-- _ 18+72.71 10 ¢ 2 ; rrn 21+52.71 i EX FENCE AND OVERHEAD UTILITY LINE EAST OF ' CENTERLINE 'TO REMAIN IN PLACE INSTALL W31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.13' 30.01' 90'01'09" C2 30.00' 47.11' 29.99' 89'58'51" NAT GRD NAT GRD SEE PLAN VIEW FOR STRUCTURAL SECTION ? ✓ �j{ J FRED W. PORTER, RCE 33448 EXP. DATIE m ZW1- w H210 z 2% E w Z W~ N¢ � cwnmw`�u'WQr=o e aazo►_� "z0Z uj=iFwZ�>��Q If - r U) o MZo M Z �f0 N O m j U) O Z1--O,w-iOu".o�_ �QW�ZZUOW Nm� j N N Q Lit N � U X ��Z m O cc m z w Lu W w ¢v o zo�cn�oz> N _, I 47 4- I I I w p w W W t d' O Z Q 4W O rw : Z= r- 16 ' I R' — 9 O � � � O � a � W = r BLOCK WALL N N O Li- j U) N �trj IN� �0ww=�QpOW>wWo �W (SEE WALL PLANS)I I L >} WwUUmF- I - r- + d _jQ + r ^p L0 1&0 � M rn � r: r- r� r oo �_ W W rn r- �X t) � Lo Lf) n Z 0 21 22 T 23 '- 24 2 26 27 28 29 wI i m FUTURE11 12( /FUTURE STREET LIGHT BLOCK WALL (SEE WALL PL NS) i (FUTURE 7 TURE STREET LIGHT ---2joo ----- -- -- -- -- -- -- -- — -- 22990 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — Ex SWR— — _ — — — — 10 _ 9 (FUTURE) � EL TORO VIEJO ROAD AND TRACT BOUNDARY: — EX SW -- — � - - EX SWR— 12 13 14 5 16 17 18 0 10 10 10 10 10 10 V) - EX GUARD POSTS AND wVALVE TO REMAIN IN PLACE *tQ;N c 07 O Q Q PHASES 2, AND4 W rr 0�EL TORO VIEJO ROAD M Z +0 T 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. --51 11 u �& 27 M L i- 8 7 EX )vz 22 23 —EX S4 R-- _ 18+72.71 10 ¢ 2 ; rrn 21+52.71 i EX FENCE AND OVERHEAD UTILITY LINE EAST OF ' CENTERLINE 'TO REMAIN IN PLACE INSTALL W31 (CA) SIGN WITH OM4-3 MARKER AT PHASE BOUNDARY OF TRACT IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. 4' CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 30.00' 47.13' 30.01' 90'01'09" C2 30.00' 47.11' 29.99' 89'58'51" NAT GRD NAT GRD SEE PLAN VIEW FOR STRUCTURAL SECTION ? ✓ �j{ J FRED W. PORTER, RCE 33448 EXP. DATIE R/W U m ZW1- w H210 z 2% E w Z W~ N¢ � cwnmw`�u'WQr=o e aazo►_� "z0Z uj=iFwZ�>��Q F -Z= r U) o MZo M Z �f0 N O m j U) O Z1--O,w-iOu".o�_ �QW�ZZUOW Nm� �0000�g. woz Q0 N N Q Lit N � U X ��Z m O cc W V W I(LD) CO Q wu _z -= tn� O O Q� W w Z p Q ¢v o zo�cn�oz> N _, I 47 4- I I I w p w W W t d' O Z Q 4W O �2 �8 2 o 16 ' I R' — 9 `Z O � � � O � a � W = ^^ CL BLOCK WALL 1 2 ' ' 1 2 nW=wzQoo p=U�nW2Q� W �0ww=�QpOW>wWo �W (SEE WALL PLANS)I I L >} WwUUmF- I - m OW mp W Q w J � w U'S O. 1- = 2 u)w S O W Z=) I Hha(LF-00w<M 1&0 - - 22989 -- - - - I3 C2—I I Cl R/W U � L11 Q- U- W � " ILL. w2 J U H210 z 2% E w Z W~ 7 L cwnmw`�u'WQr=o e aazo►_� "z0Z uj=iFwZ�>��Q U) o ����p0�?tnU M Z �f0 wd'S?�-�wmmzzro WSOW�W�W�LQL �— 5 'sg sgc) W Z1--O,w-iOu".o�_ �QW�ZZUOW oti Q > c6 r? �0000�g. woz Q0 ( 0c ¢OzEL mw�YW f=a�I--=m �U±n U) W mow p � zzUZ �Swo°- ��Z m W wZ=rn Q Ow cc c= p2 Z Q o z W O p wm W I(LD) CO Q wu _z -= tn� O O Q� W w Z p Q W fnN Z o zo�cn�oz> M Q��� O= U~ U� _ Of 0 N o w p w W W t d' O Z Q pp W W Z pazai=-w>Up<ir aw O z S U O z Z 0 �2 U= U w F Z W Q O c�zom�aWzzLL Up� >Q►Q-- UUZoO 0canws O � � � O � a � W = ^^ CL 2 nW=wzQoo p=U�nW2Q� W �0ww=�QpOW>wWo �W -m� L >} WwUUmF- I - m OW mp W Q w J � w U'S O. 1- = 2 u)w S O W Z=) Hha(LF-00w<M I I V) 011-- Q Z O W LLJ 0 0 W W >�_ —+— — 0 - Ld 23+22.71 OF- Fn HORIZONTAL: 1"=50' VERTICAL: 1"=2' NOTE: EL TORO VIEJO ROAD OFF-SITE IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. PHASE 2 _ , _ PHASE 152- 47.11, 0 47.13' 47.11' 4713' ON CURVE IY1 ON CURVE ON CURVE I ON CURVE p CL' to w ( w d' w O N >: to Q_ O Q- d-cr tQ D! 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CURVE TABLE .0 iuz Z,5 w0co � 1 COUNTY OF KERN CITY OF BAKERSFIELD CURVE RADIUS LENGTH TANGENT DELTA Z ov a Z w o w Q `•J R1 -1-a-- INSTALL R1-1 STOP SIGN W/ STOP BAR. v� w Z �. ►- � Cl20.00' 31.42' 20.00' 90'00'00» m m w `r' w w ¢ , o -U- INSTALL ,..j"�3o+Go LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 1�1oR RECREATION & PARK w J = z ? _ � o RW EXISTING IMPROVEMENTS � RW C2 20.00' 31.41' 20.00' 89'59'36" a Q z o, � z a wzo oz -- RIGHT-OF-WAY ujm<z, o w m SEWER 30 30' C3 20.00' 31.42' 20.00' 90'00'24" - G o z J ; co � M EX FL FL zww�voQ�c�� W _Z rn� w 2 0 = w ww U . E r s -�-10± 20'± 20' 10'-- c�W�_ff ���LL3= txJ `�c � SEWER MANHOLE w ¢ 3 w o Z F- U~ ~ Q > L2 N EX -EP 16'-20± iao5zzo0w� w `i c? ® EXISTING SURVEY MONUMENT -PROTECT IN PLACE. � r ��°\, Pt VARIES aocr=���a=wz U co SAWCUT U , z EXISTING UTILITY POLE �5' 2' TYP. `Z %A' ty�� `' a W o v 0 a °}°ul O 06 � Q _1/L -il� _ z1 EXISTING EDGE OF PAVEMENT j *2l J% t� �n w w w �n � mo z OR w l u): co z m - -Foy - - - EXISTING FIBER OPTICS LINE r,� a1', t ' r,,,7 6" TYPE B" CURB & GUTTER c6 z ¢= 0 z w o o w W a --Ex36"s- - EXISTING SEWER MAIN WITH SIZE `'�J[, , _tk W/ 4.5' WIDE SIDEWALK GRADE LINE ogwi q0-9 Z UM -.-Ohs- - - EXISTING OVERHEAD UTILITY LINE * SEE C.O.B. STD. DWG. COMPACT UNDER CURB, GUTTER AND ¢ w = v o 00 O z N w ST -11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK TYP. 6" MIN. TO 90% MAX. z o U w w LL o z a Z o co EXISTING FENCE LINE PARAMETERS o z = O w U¢ `t ui W o STRUCTURAL SECTION DENSITY. a z a w> o U)_ O U O O U= U W F Z w Q o LL --GAS-- - EXISTING GAS MAIN LL►-zw��Uc„c„v --ExwrR- - EXISTING WATER MAIN U z - D H W W z z LL NOTE: RIGHT-OF-WAY NORTH OF CENTERLINE TO BE a m > ¢ v w in � o 0 DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE m � = z Q w w o 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE -j o w o0 o a w F INSTRUMENT z _ PER CITY STANDARDS. 60RIGHT-OF-WAY co _ c ,m Q U > o A TELSTAR AVENUE SECTION 1 Z�_> o J� w W 2 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. � w o w a o z 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. N NOT TO SCALE w¢�owz>wm¢ai O>_ W� _ WO WEw ¢wow W (-'jaZaOjm == N x= O 2 w Z HFOn.F-UO�¢� CITY OF BAKERSFIELD PHASE 1 TELSTAR A 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 P/+As e-5 J--4x/b,9 5 FRED PORTER,- RCF_ 33448 EXP. RECORD DRAWING fWKE � o P_ky 8Y- F—ii-D W. PORTERV RCE 33448 EXP. DATE .2 /g /z DATE 0 Q- F- W W 0 Q Z J Z W w V) 31.43' 31.42' w 31.42' Q- 31.42 I 31.42 31.42' vi 31.42' 31.41' vON CURVE ON CURVE ON CURVE cp ONI CURVE ON CURVE ON CURVE `t. ON CURVE , 0) v°c m Oco-*U 0 0 03sr 0T'tn �rn tr rr� �rp� ON CURkk- U U t: U r5 UIQ UA°- of co Q:%Wco Wn mop wm m��Mr�, wrm� w� ' m0 w m w U � U� U ; Of t*t M OM c,t`r0K) M r` 0� ^ r- � mcp w(6m� w� m�� ujr`1 O �'`) �'`) M M M O O O 380 ............. 378' ... 6�9� -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' _jjJJO CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. OM Q CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. M OM ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". M ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. j ❑5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. Li Li � © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR t7 M TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. w m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING CL a PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. rn ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED i ± AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F99 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. W 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' f 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 "END . . . . INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE . . . . . . . . . . . . �. DEDICATED BY SEPARATE INSTRUMENT). Lo OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. . . + INSTALL STREET NAME SIGN PER CITY STANDARDS. NOTE: CALLOWAY FRONTAGE ROAD IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. --,Cr-INSTALL TRAFFIC SIGN PER CITY STANDARDS. CURVE TABLE .0 iuz Z,5 w0co � 1 COUNTY OF KERN CITY OF BAKERSFIELD CURVE RADIUS LENGTH TANGENT DELTA Z ov a Z w o w Q `•J R1 -1-a-- INSTALL R1-1 STOP SIGN W/ STOP BAR. v� w Z �. ►- � Cl20.00' 31.42' 20.00' 90'00'00» m m w `r' w w ¢ , o -U- INSTALL ,..j"�3o+Go LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 1�1oR RECREATION & PARK w J = z ? _ � o RW EXISTING IMPROVEMENTS � RW C2 20.00' 31.41' 20.00' 89'59'36" a Q z o, � z a wzo oz -- RIGHT-OF-WAY ujm<z, o w m SEWER 30 30' C3 20.00' 31.42' 20.00' 90'00'24" - G o z J ; co � M EX FL FL zww�voQ�c�� W _Z rn� w 2 0 = w ww U . E r s -�-10± 20'± 20' 10'-- c�W�_ff ���LL3= txJ `�c � SEWER MANHOLE w ¢ 3 w o Z F- U~ ~ Q > L2 N EX -EP 16'-20± iao5zzo0w� w `i c? ® EXISTING SURVEY MONUMENT -PROTECT IN PLACE. � r ��°\, Pt VARIES aocr=���a=wz U co SAWCUT U , z EXISTING UTILITY POLE �5' 2' TYP. `Z %A' ty�� `' a W o v 0 a °}°ul O 06 � Q _1/L -il� _ z1 EXISTING EDGE OF PAVEMENT j *2l J% t� �n w w w �n � mo z OR w l u): co z m - -Foy - - - EXISTING FIBER OPTICS LINE r,� a1', t ' r,,,7 6" TYPE B" CURB & GUTTER c6 z ¢= 0 z w o o w W a --Ex36"s- - EXISTING SEWER MAIN WITH SIZE `'�J[, , _tk W/ 4.5' WIDE SIDEWALK GRADE LINE ogwi q0-9 Z UM -.-Ohs- - - EXISTING OVERHEAD UTILITY LINE * SEE C.O.B. STD. DWG. COMPACT UNDER CURB, GUTTER AND ¢ w = v o 00 O z N w ST -11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK TYP. 6" MIN. TO 90% MAX. z o U w w LL o z a Z o co EXISTING FENCE LINE PARAMETERS o z = O w U¢ `t ui W o STRUCTURAL SECTION DENSITY. a z a w> o U)_ O U O O U= U W F Z w Q o LL --GAS-- - EXISTING GAS MAIN LL►-zw��Uc„c„v --ExwrR- - EXISTING WATER MAIN U z - D H W W z z LL NOTE: RIGHT-OF-WAY NORTH OF CENTERLINE TO BE a m > ¢ v w in � o 0 DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE m � = z Q w w o 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE -j o w o0 o a w F INSTRUMENT z _ PER CITY STANDARDS. 60RIGHT-OF-WAY co _ c ,m Q U > o A TELSTAR AVENUE SECTION 1 Z�_> o J� w W 2 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. � w o w a o z 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. N NOT TO SCALE w¢�owz>wm¢ai O>_ W� _ WO WEw ¢wow W (-'jaZaOjm == N x= O 2 w Z HFOn.F-UO�¢� CITY OF BAKERSFIELD PHASE 1 TELSTAR A 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 P/+As e-5 J--4x/b,9 5 FRED PORTER,- RCF_ 33448 EXP. RECORD DRAWING fWKE � o P_ky 8Y- F—ii-D W. PORTERV RCE 33448 EXP. DATE .2 /g /z DATE 0 Q- F- W W 0 Q Z J Z W w V) 31.43' 31.42' w 31.42' Q- 31.42 I 31.42 31.42' vi 31.42' 31.41' vON CURVE ON CURVE ON CURVE cp ONI CURVE ON CURVE ON CURVE `t. ON CURVE , 0) v°c m Oco-*U 0 0 03sr 0T'tn �rn tr rr� �rp� ON CURkk- U U t: U r5 UIQ UA°- of co Q:%Wco Wn mop wm m��Mr�, wrm� w� ' m0 w m w U � U� U ; Of t*t M OM c,t`r0K) M r` 0� ^ r- � mcp w(6m� w� m�� ujr`1 O �'`) �'`) M M M O O O 380 ............. 378' ... 6�9� -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' _jjJJO LJ. W LL O OM M M OM OOM U M M orj j j M w Li Li � 0 IY t7 M w O CL a O rn 4c Lo ± Lu 3 M > U W V + . . . . . . . . . . . . . N *Zp Oui . . . . . . . N. . . . . . . . . . . . . �. Lo . 1-. . . . . . . . . .v + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �...f ................380 .- EX/ST/NG GROUND PROF/LE —._ — ATFLONLINE. . . . . . . . . . . _— - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........ ° ...-o.a�....:.. a � ,- --_ --------__- ;- -. _---- ..... :.:...:...:...:...:...:...:...:...:...: :. :...:...:...:378 ............................:...� -o: % ..: : : - ,mar •5/.% o. % : • ......... ... ... ............... . 376:. :...:...:...:...:...:...:...:...:...:.. •DESIGN fzoWUNE PROFILE : • eo°• , �� `/. -0.20% : - - � 'o® +0. 2;� 1' : . . . . . . . . . . . . . . . . . . . . . - .59y; +� • % ' -VON o 76 ... •-- . . + +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21 +00 SOUTH FLOWLINE PROFILE 00 N Ln 0 3 0 U i W 00 0 N O 0 / 00 C/) Z CLQ J Z �� W � � W coQ �0U< J L1J W H LJ. W LL Z IN- 11� a 0 w w W U m j 0. w w � w 0 IY w w o¢ w U- CL a o a 4c 00 Lu 3 M > U W V C/) Z CLQ J Z �� W � � W coQ �0U< J L1J W H 00 0 N DATE 05/28/2013 PA JOB No. 20788 � SHEET > ui0 m co 0 N +OF 1�8(( SHEETS Z 0 w 00 0 N DATE 05/28/2013 PA JOB No. 20788 � SHEET > ui0 m co 0 N +OF 1�8(( SHEETS CONSTRUCTION NOTFR ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 0 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 TAPER GRIND SHALL BE DETERMINED _BY CITY OF BAKERSFIELD ENGINEER. 0 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. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. 09 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. 11 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 BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. -o- INSTALL TRAFFIC SIGN PER CITY STANDARDS. U R1-1 -o- INSTALL R1-1 STOP SIGN W/ STOP BAR. O TANGENT -c)- INSTALL 55,860 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY ± 35.00' - - - SEWER 44'24'55" I II I sQ SEWER MANHOLE 1 42.87' 68'49'50" 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. a LL CO--, EXISTING UTILITY POLE - 1A_ - zr EXISTING EDGE OF PAVEMENT - --Fogy- - - EXISTING FIBER OPTICS LINE w Zm� --EX36"S- - EXISTING SEWER MAIN WITH SIZE - -OHL- - - EXISTING OVERHEAD UTILITY LINE w EXISTING FENCE LINE - -GAS- - - EXISTING GAS MAIN w ---EXWTR- - EXISTING WATER MAIN wF oQ a 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. N � cn W d 00 .O O 9 X rn + co to 00 O rM ui D I N G �.s �S 3. �� 5 �� °' CO �+ + O 2 I 0 VARIES ?2g M /N `. 30' 130' FL FL 10' 20'- 20' - 10'- 2' TYP. 2' TYP. 9. *2�N• �T *29. MIN 2'% * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS Of U m RADIUS O TANGENT O C7 0 31.42' N 90'00'00" ± 35.00' 1 14.29' 44'24'55" I II I /5 n 20' vo, 1110 8Y= FRE® W. PORTER, RCE 33448 EXP DATE 2 II i II i II i I S _C.'_.RD DRAWING -- \ 5 TYP' - I C ? �G``I1 II ;10+00.00 FL 9+28.23 O- 2 I � �❑`1 & 2 Oa�� 3 � IIIII I I1 22965 i o � FRED W. PO,CE33448 ERPDATE 3 + II II i ro Wuj iil i II = Q SIO 0' 11 10 LJILJ 4 N 3 q Irb +co 0 <L6 m M� = CxN(D LO o�- . a=- Q 5W WN + o-�S- II W J �- � J in JJLi J J+ + Lv PHASE 1 &05 W JONAGOLD COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER ' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD.-Z� COMPACTED TO 95% MAX. DENSITY HORIZONTAL: 1"=50' TI=4.5 R=55.0 VERTICAL: 1"=2' NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 �M 31.42' O= 0 U IIUd 1 URS of rnw U U Q0 00 te) a00 0vi 000 mI< W�. . .��.•.�M. �M.+pjM. . . . . . . . p . . . . �. . . . . . . . . . . . 4 ►M N �- N 380:...:...:. + o + . �' O G. !- :380 J . DESIGN : . . . . . . . . I . . . . . . . . . . . . . . L` FLONZIIN£ LL-' . . . . . . . . . . . . . . . . : . .PROFILE : : 378:...:...:... - _ o. - --0• : f --o_�o�� _ _ _ r. 378 c}2.. . . . . . . . . . . . . . . . . . . . . EXISTING GROUND_ PROFILE • 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 N 31.42' %ON CURVE OS 0 WOD_ mg . TL ajwo U�n � co X00 00 cy) 00 m�� Wim• M NM to V) p`)00O00*� NM + co LO 0+ N 380:... + OD ..o .. ± ................. J U- OfSIQU . ''` FL01y1/NE : : PROFILE ' : 378:...:...:...:.. 378 - -o 2�`- _ -o.W: - - - - ,........... 0. aT . . . . . . . . . . • . . . . . . . . . . . . . . EXISIIIVG •GROUND PF�OF/L- ...... s 5 1-' : - - AT FL OWLI/'✓E_ : : 376 ..................... ...........................................376 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE GRADE LINE -A SEE PLAN VIEW FOR -j STRUCTURAL SECTION 60' RIGHT-OF-WAY FL 9+28.23 1 NM (DO) ` C _j _j U O a RW M� P. VARIES N �7,1r_ ;,_ ii 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. w z J � o � 0i c ->i ' T1'P. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE Ld w O Q > Q O Q Z Z W w N Q Q 0_U0CL m w z wW Q OOF-< i III §iQaZ i I zu-V)0 I� 0 W U S II U)�~_ i I Q��F- QV) o' 10' Moog I II �0E- QZV) II U)oo0 ii ZmUV) U (�jJ I1. � LL Ld a U 0 w O m �0az owa LumwvWiwW¢F� } W � Z'P_O w - -oma -LL tea=,=w�oRm�o z mu.F-rpo�? c¢i QzwWZQ z,WSzop0o� w a o o g w�� i W QWooU 2 Z 0-3:0z>,v z z a QiW Z m Z 0 p�00vpN z00a W W ZSCncr QoZ W p��ooW m oOLL QwmzoQ o�Zog0w_oZ> Qm0�0=U~�� ujd0dOLL�Z�,., o�zw=OwOVQ¢a I FaOai-UpONp U� Z w~ Q twj a� w U. Z m a Z z z U-�w�-W Wp W W Lu >w to W=F•UZO� Q�OWUpOENF= ZoiC=.�aiwiQ�w z� a� �<Z O >O_j > Q 'i Z ��OOWwvSi�om >QW LL'Z>w� OmC01--awOU2 W mwOW,nzz W wUOW Z�C� - C �I— mF_00w<� w�LI.,II Q ¢ d- _ = n=Lj ct CL I --W \Z LJ / �-- Q W V) WINESAP COURT CONSTIRVX E) W iTK PIA ASE 3> CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX DENSITY VERTICAL: 1"=2' TI=4.5 R=55.0 PHASE 9 5 PHASE 1 31.42' ON CURVE ANO w Lo tnW (1=I� O O U 00 .c6c6 a'`t'�rncD ®co w� 380 ............. � ''''`' `° rn LO O � • il• 1; • ........... �...+M ......... o . 380 U N. OP O . +N d. ofa-+ O + ............... 0.►�` _tt z0 - .. r. .. ............ CN 378:...:...:..... . - - _ .................................. :.......378 U- FX/STING CROUND PROF/LE AT. : . . . _ • FL 0WLINE . . . . . . . . �, . . . . . . . . . . . . 376......... +o.29 .29 Z91. ......................... 376 DESIGN FZOWANE PROFILE 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 5 PHASE 1 42'. IDENTICAL POINT �O ONr' 31C Ep of ui co U n U M_�1a CO OR O M W 10m � 0) e co MM co n r- nr- r_ a0 O r J 11 20 380. . . . . . . . . . LLQN O i . . . . . . .. . . . ... 0+*J.........+....... ..........380 0. _J. zo . . . . _ M LiJ -_-�_ 378:...:...:.. ....... _- ...................�..........:378 EXISTING GROUND - PROFILE AT . . . . . FLOGYLm/F . . - +0.27% • + .5�.1 376 :...:...: +0.28% . +0.26 ............................. .....376 DESIGN FLO#mf NE PR07LE ........................ 9+00 10+00 11+00 12+00 P'©CT G'! (IIA/1 IKIC oonmi r �-• •.+ s � `v vv`.tt v` � 1 ��.,/1 ILL M 00 N Ln 0 3 a 0 v V) 00 r - CD N 0 / t - 0 o z rnLO } mo W E > o '� M U �- N aCD 06 E2LD LL c!) 4) Y _z ca m N ' CO W a°'i o Z to N _ to M V N W z O Cfl W o N r CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C7 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 27.13' 14.29' 44'24'55" C3 42.00' 1 197.06' 1 42.87' 68'49'50" w z J � o � 0i c ->i ' T1'P. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE Ld w O Q > Q O Q Z Z W w N Q Q 0_U0CL m w z wW Q OOF-< i III §iQaZ i I zu-V)0 I� 0 W U S II U)�~_ i I Q��F- QV) o' 10' Moog I II �0E- QZV) II U)oo0 ii ZmUV) U (�jJ I1. � LL Ld a U 0 w O m �0az owa LumwvWiwW¢F� } W � Z'P_O w - -oma -LL tea=,=w�oRm�o z mu.F-rpo�? c¢i QzwWZQ z,WSzop0o� w a o o g w�� i W QWooU 2 Z 0-3:0z>,v z z a QiW Z m Z 0 p�00vpN z00a W W ZSCncr QoZ W p��ooW m oOLL QwmzoQ o�Zog0w_oZ> Qm0�0=U~�� ujd0dOLL�Z�,., o�zw=OwOVQ¢a I FaOai-UpONp U� Z w~ Q twj a� w U. Z m a Z z z U-�w�-W Wp W W Lu >w to W=F•UZO� Q�OWUpOENF= ZoiC=.�aiwiQ�w z� a� �<Z O >O_j > Q 'i Z ��OOWwvSi�om >QW LL'Z>w� OmC01--awOU2 W mwOW,nzz W wUOW Z�C� - C �I— mF_00w<� w�LI.,II Q ¢ d- _ = n=Lj ct CL I --W \Z LJ / �-- Q W V) WINESAP COURT CONSTIRVX E) W iTK PIA ASE 3> CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX DENSITY VERTICAL: 1"=2' TI=4.5 R=55.0 PHASE 9 5 PHASE 1 31.42' ON CURVE ANO w Lo tnW (1=I� O O U 00 .c6c6 a'`t'�rncD ®co w� 380 ............. � ''''`' `° rn LO O � • il• 1; • ........... �...+M ......... o . 380 U N. OP O . +N d. ofa-+ O + ............... 0.►�` _tt z0 - .. r. .. ............ CN 378:...:...:..... . - - _ .................................. :.......378 U- FX/STING CROUND PROF/LE AT. : . . . _ • FL 0WLINE . . . . . . . . �, . . . . . . . . . . . . 376......... +o.29 .29 Z91. ......................... 376 DESIGN FZOWANE PROFILE 9+00 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE 5 PHASE 1 42'. IDENTICAL POINT �O ONr' 31C Ep of ui co U n U M_�1a CO OR O M W 10m � 0) e co MM co n r- nr- r_ a0 O r J 11 20 380. . . . . . . . . . LLQN O i . . . . . . .. . . . ... 0+*J.........+....... ..........380 0. _J. zo . . . . _ M LiJ -_-�_ 378:...:...:.. ....... _- ...................�..........:378 EXISTING GROUND - PROFILE AT . . . . . FLOGYLm/F . . - +0.27% • + .5�.1 376 :...:...: +0.28% . +0.26 ............................. .....376 DESIGN FLO#mf NE PR07LE ........................ 9+00 10+00 11+00 12+00 P'©CT G'! (IIA/1 IKIC oonmi r �-• •.+ s � `v vv`.tt v` � 1 ��.,/1 ILL M 00 N Ln 0 3 a 0 v V) 00 r - CD N 0 / t - 0 o z rnLO } mo W E > o '� M U �- N aCD 06 E2LD LL c!) 4) Y _z ca m N ' CO W a°'i o Z to N _ to M V N W z O Cfl W o N r w O 0 w a LL o w Zm� w w w Y wF oQ a W < aLL z � J O �-- CIL M Q W Lr) w CO Z 2(.0� > 06 0U� CLQo U W 0 W Cr% � Z� Cn O 0 N DATE 05/28/2013 PA JOB No. 2078B SHEET Ld0 cf m 00 0 N OF 18 SHEETS w z O w 0 N DATE 05/28/2013 PA JOB No. 2078B SHEET Ld0 cf m 00 0 N OF 18 SHEETS w CONSTRUCTION NOTES CONSTRUCT MIN. 0.20' A.C. PAVING OVER INSTALL TRAFFIC SIGN PER CITY STANDARDS. M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. Q2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. �- INSTALL 5,866 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". - - RIGHT-OF-WAY M CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. — — — SEWER ...............0).......E/STINGGR0UN0 M5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. ...:...:............. SEWER MANHOLE .........m © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. WEST FLOWLINE PROFILE TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. J U J -j LLL'- O O+ � CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING cob EXISTING UTILITY POLE w PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. „ �/� � EXISTING EDGE OF PAVEMENT ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4 CRUSHED -ilL - LINE ¢ 1,6 - �0 �uxQOp Z¢ AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. -FOL- - - EXISTING FIBER OPTICS F -fl RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. --EX36"S- - EXISTING SEWER MAIN WITH SIZE 10 PROTECT IN PLACE EXISTING UTILITY POLE. - -OHL- - - EXISTING OVERHEAD UTILITY LINE PP, OF/LE AT CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA o --r- EXISTING FENCE LINE 0-11 UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' - -GAS- - - EXISTING GAS MAIN CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 --EXWTR- - EXISTING WATER MAIN 12 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE GI .... ...........:376 DEDICATED BY SEPARATE INSTRUMENT). PER CITY STANDARDS. . 20' • Q CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. 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. 12+00 EAST FLOWLINE PROFILE ON CURVE U p) W 0I0 UO ON U� N of IL m 00 p m 382 9x� ° `�' rn c0 P0 00 coo O � �ri � ............382 _ .......... (6 + � !- ON w E"CORD DRAWING `Pq POSE 2 o Nay w DATE 2 -1g_1,4 BATE FL 9+28.23 L L Cx N M 0) 0 u r LL_ LL_ 0 a PHASE 1 I W ' Z W > U) I- Q W U) GOLDEN DELICIOUS COURT RW 30' CL 3v FL FL VARIES 2g 10'- 20' 20-- 2' TYP. I 2' TYP. t- '� \ �� �%-� *2% moN• *21% MIN. Zq * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS HORIZONTAL: 1"=50 - VERTICAL: "=50'VERTICAL: 1 "=2' GRADE LINE SEE PLAN VIEW FOR-` STRUCTURAL SECTION 60' RIGHT—OF—WAY TYPICAL LOCAL STREET _. NOT 0 Ld >Wi- U :D W w W W = O J>V) o Ld d maw o 3$ 50 I II 1-A 20 0' 1 it II 3— { 11 10+00.00 11 i II I — + lls II � 3 — II l G� II — — { 6 6101 1 20' 0' 1 3 9 W � U >WW w. �ZLJ o U- > V) OQW O w VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. CURVE COMPACTED TO 95% MAX. DENSITY LENGTH TI=4.5 R=55.0 DELTA PHASE 1 20.00' 31.42' 0h_ CURVET 00 zw z000w jrM rnWN Um7 U�� • 66 0_ cep' 00 m - L� 1 VMM II II �M LO rn OM M LO U LL LL 0 6 + + .. . . . . . . . .off-.�-- + O .� . . . . . . . . . .V-. . . . . . . . . . . . . _._ . . - _ _ _. � m�� " . 378 `` ....378 ----------..... \.: ...............0).......E/STINGGR0UN0 PROF/LE AT : LL FL 0WLINE . ...:...:............. +0.6'a% :... -376376* .....:+a:5;� .. +0.51..... 5\•j..... . .........m +0.% . • I DESIGN IZON21NE PROFILE ................. 9+00 10+00 11+00 12+00 12+80.001 ( i WEST FLOWLINE PROFILE -o PHASE 1 -1 RW 30' CL 3v FL FL VARIES 2g 10'- 20' 20-- 2' TYP. I 2' TYP. t- '� \ �� �%-� *2% moN• *21% MIN. Zq * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS HORIZONTAL: 1"=50 - VERTICAL: "=50'VERTICAL: 1 "=2' GRADE LINE SEE PLAN VIEW FOR-` STRUCTURAL SECTION 60' RIGHT—OF—WAY TYPICAL LOCAL STREET _. NOT 0 Ld >Wi- U :D W w W W = O J>V) o Ld d maw o 3$ 50 I II 1-A 20 0' 1 it II 3— { 11 10+00.00 11 i II I — + lls II � 3 — II l G� II — — { 6 6101 1 20' 0' 1 3 9 W � U >WW w. �ZLJ o U- > V) OQW O w VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE z CURVE 31.42' 1 LENGTH TANGENT DELTA C1 20.00' 31.42' ON CURVE IDENTICAL POINT ao 00ccoo W CL 7 O)W M tN 44'24'55" U m M v w co 1 42.76' m�� MM (0 W 00 W) K)000M (6 TYP.' OM co c6 M .........m 3:wW p¢ I p zpgaU, z> 7' TYP. 12+80.001 ( i aw-ap=6o80f a..c~3acwi>rcnZpa -o - ----r --1&22 J U J -j LLL'- O O+ � NOT TO SCALE W N . . . to 6 1, 1 2 1 - -�- . . . . . . . . . . . . . . .O tr d �- . _ + O - - _ '-r- r- O+ J .- '-LL . O O d + p� m Z W . . . . . . . . . . . . M U- ¢ 1,6 - �0 �uxQOp Z¢ z Zp UtA W WO 378 . . . . . . . . . . . . . . . .� .EXISTING. GROUND : o¢p�z�u�imaai . :...:...:...: pmcwnUC9=ZzE W �..:...:...:378 +0.26%:... PP, OF/LE AT '378 ........................................... +� ,00q� Q !�- F_ FL DHILINE w o: 10+00 11+00 12+00 13+00 376: a :. WEST FLOWLINE PROFILE +o. GI .... ...........:376 .............. PHASE 2 +o. +0.28% : t >: . 20' • : : 31.42' OL96W fLOW JNE PRORLE 31.42' 9+00 10+00 11+00 12+00 EAST FLOWLINE PROFILE ON CURVE RW 30' CL 3v FL FL VARIES 2g 10'- 20' 20-- 2' TYP. I 2' TYP. t- '� \ �� �%-� *2% moN• *21% MIN. Zq * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS HORIZONTAL: 1"=50 - VERTICAL: "=50'VERTICAL: 1 "=2' GRADE LINE SEE PLAN VIEW FOR-` STRUCTURAL SECTION 60' RIGHT—OF—WAY TYPICAL LOCAL STREET _. NOT 0 Ld >Wi- U :D W w W W = O J>V) o Ld d maw o 3$ 50 I II 1-A 20 0' 1 it II 3— { 11 10+00.00 11 i II I — + lls II � 3 — II l G� II — — { 6 6101 1 20' 0' 1 3 9 W � U >WW w. �ZLJ o U- > V) OQW O w VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. WaWO mph z0NW �ZLL� cwnmI-u w¢Fp wi CONSTRUCTION NOTES ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 2M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 05 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 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m 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. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. Efil 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 BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 9X 19u .61VII 15 16 F� 9"40.76 17 FL 8+87.58- 8+89.00 PRC FL 8+75.30 BC __V - INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. - INSTALL 15186© LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY — — SEWER s0 SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. COLD EXISTING UTILITY POLE __1/z_ -ill_ - zZI, EXISTING EDGE OF PAVEMENT - -FOL- - - EXISTING FIBER OPTICS LINE --EX36"S- - EXISTING SEWER MAIN WITH SIZE - —OHL- -- - EXISTING OVERHEAD UTILITY LINE 134'50'47" 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. W HORIZONTAL: 1"=50' :- w ai w U EXISITING CURB & GUTTER W CL MO m W W r N0) HM r- WW w q1II11 0 6� _ W > W N O ........... LJ r- W COUNTY OF KERN CITY OF BAKERSFIELD NOR RECREATION & PARK RW EXISTINr IMPROVEMENTS RW 30 30' EX FL FL 10'± 20'± 20' 10' EX -EP 18'-20'± SAWCUT I �% MAS. VA� RIES 2' 2' TYP. 21 =: r%ori rte= *27o MIN GRADE LINE -� * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE SEE PLAN VIEW FOR - PARAMETERS STRUCTURAL SECTION 60' RIGHT-OF-WAY A SUNCRISP LANE SECTION �+ NOT TO SCALE 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. NOTE: RIGHT-OF-WAY WEST OF CENTERLINE TO BE DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE INSTRUMENT U W F- rn O 3 Q :3 W � o o in BZW + +ri m Lj > RECORD DRAWING P/f�S9S I- �/b &5 w V) ' T: FREU N. PORTER, IRCE 33448 EXP. DATE PHASE 1 CITY OF BAKERSFIELD PHASE 1 � � 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 LLi -r O -1 > o 0 <C O Lu CID ff H U w h- ?C w O = w U 0_ �Q z� E5 - Li m 14 `` 13 ~ N ii CURVE COUNTY OF KERN TANGENT DELTA C1 20.00' 31.41' 1 89'59'36" 1110 35.00' 13.70' CITY OF BAKERSFIELD BOUNDARY C3 84.00' 197.70' 202.03' 134'50'47" C4 120' 54.97' 35.00' 89'5936" C5 20.00' 1 31.42' 20.00' - + W HORIZONTAL: 1"=50' :- c-() EXISITING CURB & GUTTER W U q1II11 0 _ m ........... Z . ........ . C2 v --- - 6---- ��- ____ __ = — — _— _-- _10+00.00 _ -11_( w ❑1 & 2 � w 13'14 6 b SUNCRISP `v LANE u- a o I aa 16/ 17o_-- row _ _ — _ o _4_ `� = T'r+73 16 1 & 2 - _ — — _ — o — — - 15-+60 UO co V� - — --------- _ �0 -- II I - - I G� s III II 229681 � - •- . 1 I - .-_ 5 TYP. - - - _ II II II I I� { I I 1 2011 0' 1 ii 1920 o 0)Z - 21 22 23 24 25 �� I 46 0 a- ® 6 0 0 6 0 6 0 o ® [L� 0 o III6 U rn �mj' O (o Lci0 04 o)Ln W >/ o w o U o± N N m W C) U W F- rn O 3 Q :3 W � o o in BZW + +ri m Lj > RECORD DRAWING P/f�S9S I- �/b &5 w V) ' T: FREU N. PORTER, IRCE 33448 EXP. DATE PHASE 1 CITY OF BAKERSFIELD PHASE 1 � � 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 LLi -r O -1 > o 0 <C O Lu CID ff H U w h- ?C w O = w U 0_ �Q z� E5 - Li m W z J O 0 0 0i c4i 14.5'141.5' ' 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' WIDE U LL O W t_L0 wotq W 0 W O Gl J Z U w w Lu az 61 Lu W ¢H0 w -x -oz z -u Zaz Lu i¢ zo w m o acn2Wz > cnF- H'�'o � � OU OZ � 0 2w�QZNwa W MO T, W cn U¢ 'WSZz,uom - m a ooUw�� W? <zaz~_L� coW OW 5cnOQZU W CnZ��j�O0a W Suj Ww� >0 z=cna 0WQW w F'tno 0w~z��OvUi�m �¢Qw Zo¢ D Z0�(n> Z1 0=0=UF-00� ¢W�'¢WF-cn� a ZpwwwLLW owz�=oWU¢ Hapa~UpOUp U_ = U w~<z ow¢ g W U Z - w w Ow > M2<"Luo W cower=Z¢vzocn zwwwy ¢�ir Ow6oawFF-- = o op ZpSUtn W2¢Qw �QO=>��Ocni- � >¢LLz z- 'S" w¢Q W Z�cnmQ� Q�m"DWwc=JjZZo>m Lu w U o w Z a� w>- v~i I P co o m P Uo p=¢ U, - - - -844 _ �, OD II CURVE TABLE 31.41' ON CURVE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.41' 20.00' 89'59'36" C2 35.00' 13.70' 6.94' 22'25'35" C3 84.00' 197.70' 202.03' 134'50'47" C4 35.00' 54.97' 35.00' 89'5936" C5 20.00' 1 31.42' 20.00' 90'00'24" W z J O 0 0 0i c4i 14.5'141.5' ' 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' WIDE U LL O W t_L0 wotq W 0 W O Gl J Z U w w Lu az 61 Lu W ¢H0 w -x -oz z -u Zaz Lu i¢ zo w m o acn2Wz > cnF- H'�'o � � OU OZ � 0 2w�QZNwa W MO T, W cn U¢ 'WSZz,uom - m a ooUw�� W? <zaz~_L� coW OW 5cnOQZU W CnZ��j�O0a W Suj Ww� >0 z=cna 0WQW w F'tno 0w~z��OvUi�m �¢Qw Zo¢ D Z0�(n> Z1 0=0=UF-00� ¢W�'¢WF-cn� a ZpwwwLLW owz�=oWU¢ Hapa~UpOUp U_ = U w~<z ow¢ g W U Z - w w Ow > M2<"Luo W cower=Z¢vzocn zwwwy ¢�ir Ow6oawFF-- = o op ZpSUtn W2¢Qw �QO=>��Ocni- � >¢LLz z- 'S" w¢Q W Z�cnmQ� Q�m"DWwc=JjZZo>m Lu w U o w Z a� w>- v~i I P co o m P Uo p=¢ U, - - - -844 _ �, OD II FL 18+59.04 CITY OF BAKERSFIELD BOUNDARY/TRACT BOUNDARY 58 31.41' ON CURVE 22984 00000 II � (K Urn I FL 19+18.99 47 11 • w 00 ►7 F - 0) M 0 O ®� W Z t W �L T So + M > V) Z�--z-3�-- Q + W HORIZONTAL: 1"=50' :- c-() VERTICAL: 1"=2' 0)m 31.41' 46.68' 0 CURVE c{ON CURVE ml a�� 0_ 0)WM UI U VIUN U(nC�Ln a�Mrn m^ w N Z W5 OM cMOciM �� WM • ,XM cOD�V)n 0+0 + 00 ±+ M O 0 to �,w 57< M + + + +O2 00 O J s- w :cq Z.� . . . . . . . . . . . . . . . . . . . . . . 380............ 0 ... .. _ _ .........................................:... w 380 - -NOTE: VERIFY EXISTING -LOCATION AND -ELEVATION ' ' ' ' ' ' ' .-IN FIELD, PRIOR- TO CONSTRUCTION AND NOTIFY EX/ST/NG GROUND PROF/LE ENGINEER' IF THERE' ARE ANY' DISCREPANCIES: AT FLOWLINl - 378:....... _oma% :... :' :...:....... ..... -.............. .:378 +0.20% . ./ : -�I�%. -0.90-0 —: — -- - _-- -- --: -- : T/NG OWL/ PROF EX/S FL NE lLC : DES16* FLORIN£ PROFILE 376:...:...:. - ..................................................................... _ .............376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 WEST FLOWLINE PROFILE PHASE 1 54.97' ON CURVE C�0 0)Itr_ M0ID w9►n oaD M 0) r,Lo Ung + U tJMi_ O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :O crW . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . co z Q 380 .. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' - - -EX/Sri'✓GGR.OUND•PRbF/LR�""'�'' •ATFL 06UL/NE _ 378:...:...: _ to M 00 r - to it ... 378 gy - : : - 5090 0.6,9. -0.� ..... •....... . +0 22� ' 22 • _ DESIGN ,,QON-- NE P• ROFY£ . . . . . . . . . • . 0• - •. 376................................:...:...:...:...:...:...:...: ®£SIGN /ZORI_INf- pRORLE : : : - 376 ................................................................................. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EAST FLOWLINE PROFILE M 00 N L 0 3 a D U z U) W F_ U W0 �./ W z$ Of w F_ Orf o CL M z 5:L6 • o W N r - o • tp M U (1)X In LL C7 °' Y Z m m N -m W mo z N ,_n Z M v N C Z C) co W o N 31.42' ON CURVE 31.41' ON CURVE 00000 UcOov`t (K Urn M m • w 0 ►7 M C:) 0) N w O 00 00 t So + W W U CL 0 _ m ........... Z . ........ . to M 00 r - to it ... 378 gy - : : - 5090 0.6,9. -0.� ..... •....... . +0 22� ' 22 • _ DESIGN ,,QON-- NE P• ROFY£ . . . . . . . . . • . 0• - •. 376................................:...:...:...:...:...:...:...: ®£SIGN /ZORI_INf- pRORLE : : : - 376 ................................................................................. 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 EAST FLOWLINE PROFILE M 00 N L 0 3 a D U z U) W F_ U W0 �./ W z$ Of w F_ Orf o CL M z 5:L6 • o W N r - o • tp M U (1)X In LL C7 °' Y Z m m N -m W mo z N ,_n Z M v N C Z C) co W o N F V 0 o ' 0 O j � I 00 DATE 05/28/2013 PA JOB No. 20788 � SHEET i W > 0 m c i 0 N OF la SHEETS i LLI w W W U CL 0 _ m Z w 3: W w Lu w U. O a u- a o I aa F V 0 o ' 0 O j � I 00 DATE 05/28/2013 PA JOB No. 20788 � SHEET i W > 0 m c i 0 N OF la SHEETS i CONSTRUCTION NOTES 54.98' CURVE TABLE riU CURVE RADIUS LENGTH TANGENT v INSTALL TRAFFIC SIGN PER CITY STANDARDS. 13.70' 6.94' M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 84.00' 197.71' 202.09' 134*51'35" C3 35.00' 1 54.98' R1-1 INSTALL Rl-1 STOP SIGN W/ STOP BAR. _j 0 N M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. N n N r7 N r7 C5 00 C5 d 6 0 _c)- INSTALL J�860 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". 6 N + + + eq + + + RIGHT-OF-WAY + + + ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. .0 + N C3 Lo (o (o SEWER ......... .0 ..................................... co E2 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. + vc 0001D P1,?0F11 - ............................ .. ................................................................ SEWER MANHOLE ....... .............................. Fn SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 378........:. 4-0.50% 5 55 +%20% ...... TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. w ED CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING 71) EXISTING UTILITY POLE 4& Dt.Wq 009NE'ARMt . 4-7- PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PUL BOXES NOT SHOWN. < 376* ... .................................................................................................................................................................. LL CL a a - CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED _11z_ - IzI - zz-1 EXISTING EDGE OF PAVEMENT (n < (A < 12+00 13+00 14+00 AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. —FOL- - - EXISTING FIBER OPTICS LINE F9_l RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. -EX36"S— - EXISTING SEWER MAIN WITH SIZE 10 PROTECT IN PLACE EXISTING UTILITY POLE. —OHL- — - EXISTING OVERHEAD UTILITY LINE -r E1011 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA — EXISTING FENCE LINE UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' In —GAS-- — - EXISTING GAS MAIN 1-21 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 "END --EXWTR— - EXISTING WATER MAIN INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. PER CITY STANDARDS. 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. W J a:=! N >_ 0 110 I N T–w7 LA N Pl N 0' <a_ w U-) 0 uj It .0 +TYP C) U-) z co 0 0 0,* +0 po RECORD DRAWING b� 165:," 0 >- < + Lo C6 + oo 0 + T_ N T- + 6 pp"r_s _t m_) RECORD DRAWING p�As� �. o�a�..1 ZY: FRED W. PORTER, RCE 33448 EXP. Lai u- Li r U) M U- Q 58 57 5 co Q� b - DATE 0 REMOVE EXISITING CURB & GUTTERz��,i AND INSTALL DRIVE APPROACH :? _/*p_& DATE a. 0) 0) c6 co 00 �l I A Mm okl m _w w I EM= � Oro RW q_ I RW - 30, 30, FL FL VARIES7g -10' 20'— ---20' 10' VARIES "k 11 2' TYP. I 2' TYP. 25% 2% lg/, % 21% L10 MIN' *27o MIN TYPE "B" CURB & GUTTER 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 SLOPE DENSITY. PARAMETERS 60' RIGHT—OF—WAY �*Kl 12 ui Z 0 _j 0 C) TYP. TYP I/I N VI P-- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 54.98' CURVE TABLE riU CURVE RADIUS LENGTH TANGENT DELTA Cl 35.00' 13.70' 6.94' 2225'35" C2 84.00' 197.71' 202.09' 134*51'35" C3 35.00' 1 54.98' 35.00' 1 0100'24"1 ui Z 0 _j 0 C) TYP. TYP I/I N VI P-- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE -f-5- 7 -z cn < 0 _34- 33, 32 31 m w < 35 30 48 49 50 51 0 52 n 2-27 -2-3 -24 -M -2-& 2--T K) UJI K) V) V) t4e) n 0 0 O cl 0 0 0 0 0 0 0 06 6 6 r7 7s rN r7 4 L6 (6 r� L0 r 00 It 0 O 04 00 't 0 + + + -Lo + + + + + + + 04 C14 ri V) L0 L0 (0 r- + N-1 PHASES 1 & 2 RIBSTON AVENUE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T11=4.5 R=55.0 0 rn 0 C5 _j 0 Ld I +w oc) M V) paUU- 0wOcnz�a1 WpwQz W W W In .0 Lu Co W Lu < w w m - m- 6,D , >- 0- z 0 t, z �w� U,:,: 0 w I W M c') P: w.)=.zz-.0 , mwww o! z co -,- w ffiil 3:Q wz -, w LL !lE wxOwxwwc�¢ . i� wz I—L),_ 5 0 9 <W!� S z t5 0 0 z a, §1 Z a ww Ix 0 co:)).z< CAW �we wc, 1w) C6 - ,�o o OR ggot%g lo. - V5 2 3' d ly p 2 w m w ww>->002Tww 0 wzwR ,6 0 W, W'z < Z0 L:) W. 003:< w 3 w , o z > cr a. w cl) (1) F_ MW oz 9 w H W2 LJL aw�;ffi8zzm a-cj)mwsl~85-ZAO Z I C) >- 'wr W� W 'w, >w Ow x0 w 00 W=3 6 i 't c, LL z< jm:: 2 L w ow pw offiwwxw W < 0 LL O>: w �_ K o M(l) M 0(l) o=)zzww ca W 0 ca W Cf _j , LLI a. wT0 DRT6 WWZD �_=�_ a IL l_ 0 0 w < 2 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' I PHASE 1 PHASE 2 0 �_ 0 Lo 0 OD a- 0 -t 11 0 T_ V_ U-) 00 >: w MZZ 04 MN m: of co ow 1p qt a) r- m z W F- 06 a- 06 00 CL 06 -� 00 M r__: r�z coo -i 0) =* U) r, r- Lo r- r�- 0 0 lr_� (3 r, r, m r- I Nw— n m ro 0 V) on 0'� n po po 3: ui>X 0) ci r*� +0 ui F�ow _j 11 11 00 Lo co �o 0 -1-1 V) +mm CK) + 00 + LLAj_ CK) CL + O + LL (tea. a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --7; ci ow 7 0 LL- z m CD Zo* c� U- 0 . 0 . U- + 380 ..... w to C-4 ............... ........... '380 m. ...... ********** '—*--'T--�*—*-�--,a-.-.-:--.-7.— . L- - * - * * * * * , * * * * * * .... + + 00 v7 f X1577NO GROUND PI?OfIZZ-. ........ ......... . ................ .................................................... A71clOWIA127 ........ ---- - .............. -0.25% +0..25% ..... -378 378 .............................................. r-0.25% ..... �-0-25% ............. .................................... +0.25%- +o.207. ........... NOTE: VERIFY EXISTING. LOCATION AND. ELEVATION IN . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN iW&AC ARORLf . .......................................................... FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 376' ............................................................................................................................................ I ................:376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 1 1 PHASE 54.98' riU Z ON CURVE 0 Lo C-) to C*4 Lo m to Ld Co (Dr- z LLI to NN toMro N _j 0 N N ro 04 N n N r7 N r7 C5 00 C5 d 6 0 0 rl) W 6 0 (o ci C14 d 00 C5 6 0 6 (o 6 N + + + eq + + + + + + + C-4 .0 + N C3 Lo (o (o ......... .0 ..................................... co 380 + vc 0001D P1,?0F11 - ............................ .. ................................................................ Lu ....... .............................. .... w 378........:. 4-0.50% 5 55 +%20% ...... 54 LIJ 53M 3z1-_2& w +9- ........................................................................................... 4& Dt.Wq 009NE'ARMt . 4-7- .......................... < 376* ... .................................................................................................................................................................. LL CL a a - .... 376 9+00 (n < (A < 12+00 13+00 14+00 15+00 16+00 3 SOUTH FLOWLINE PROFILE :r a -r In 12 tF 7 22986 W J a:=! N 7779 1 N Id 1 131 14 1 /N Ll I N T–w7 LA N Pl N LMTYPE �--m& 2 3 �4 1 +TYP — — — — — — — —- (c 8 m_) N IA N I LA N I IVAI N I Ill N I 1A NZ W uj NOT TO SCALE -f-5- 7 -z cn < 0 _34- 33, 32 31 m w < 35 30 48 49 50 51 0 52 n 2-27 -2-3 -24 -M -2-& 2--T K) UJI K) V) V) t4e) n 0 0 O cl 0 0 0 0 0 0 0 06 6 6 r7 7s rN r7 4 L6 (6 r� L0 r 00 It 0 O 04 00 't 0 + + + -Lo + + + + + + + 04 C14 ri V) L0 L0 (0 r- + N-1 PHASES 1 & 2 RIBSTON AVENUE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T11=4.5 R=55.0 0 rn 0 C5 _j 0 Ld I +w oc) M V) paUU- 0wOcnz�a1 WpwQz W W W In .0 Lu Co W Lu < w w m - m- 6,D , >- 0- z 0 t, z �w� U,:,: 0 w I W M c') P: w.)=.zz-.0 , mwww o! z co -,- w ffiil 3:Q wz -, w LL !lE wxOwxwwc�¢ . i� wz I—L),_ 5 0 9 <W!� S z t5 0 0 z a, §1 Z a ww Ix 0 co:)).z< CAW �we wc, 1w) C6 - ,�o o OR ggot%g lo. - V5 2 3' d ly p 2 w m w ww>->002Tww 0 wzwR ,6 0 W, W'z < Z0 L:) W. 003:< w 3 w , o z > cr a. w cl) (1) F_ MW oz 9 w H W2 LJL aw�;ffi8zzm a-cj)mwsl~85-ZAO Z I C) >- 'wr W� W 'w, >w Ow x0 w 00 W=3 6 i 't c, LL z< jm:: 2 L w ow pw offiwwxw W < 0 LL O>: w �_ K o M(l) M 0(l) o=)zzww ca W 0 ca W Cf _j , LLI a. wT0 DRT6 WWZD �_=�_ a IL l_ 0 0 w < 2 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' I PHASE 1 PHASE 2 0 �_ 0 Lo 0 OD a- 0 -t 11 0 T_ V_ U-) 00 >: w MZZ 04 MN m: of co ow 1p qt a) r- m z W F- 06 a- 06 00 CL 06 -� 00 M r__: r�z coo -i 0) =* U) r, r- Lo r- r�- 0 0 lr_� (3 r, r, m r- I Nw— n m ro 0 V) on 0'� n po po 3: ui>X 0) ci r*� +0 ui F�ow _j 11 11 00 Lo co �o 0 -1-1 V) +mm CK) + 00 + LLAj_ CK) CL + O + LL (tea. a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . --7; ci ow 7 0 LL- z m CD Zo* c� U- 0 . 0 . U- + 380 ..... w to C-4 ............... ........... '380 m. ...... ********** '—*--'T--�*—*-�--,a-.-.-:--.-7.— . L- - * - * * * * * , * * * * * * .... + + 00 v7 f X1577NO GROUND PI?OfIZZ-. ........ ......... . ................ .................................................... A71clOWIA127 ........ ---- - .............. -0.25% +0..25% ..... -378 378 .............................................. r-0.25% ..... �-0-25% ............. .................................... +0.25%- +o.207. ........... NOTE: VERIFY EXISTING. LOCATION AND. ELEVATION IN . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN iW&AC ARORLf . .......................................................... FIELD, PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IF THERE ARE ANY DISCREPANCIES. 376' ............................................................................................................................................ I ................:376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 NORTH FLOWLINE PROFILE PHASE 1 1 PHASE r2 00 CN LO 0 01 NO cr) 00 r� 0 54.98' z ON CURVE 0 Lo C-) to C*4 Lo m to Ld Co (Dr- z LLI 06 00 m r_rl_ 000 r- U _j ui K) ro n 11 11 uj LL 3: Lo + U L.L_u_ Ow. W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a .0 + N C3 380 ............................ ......................................... ......... .0 ..................................... co 380 vc 0001D P1,?0F11 - ............................ .. ................................................................ Lu ....... .............................. .... w 378........:. 4-0.50% ...... ................... +%20% ...... 378 LIJ w ........................................................................................... Dt.Wq 009NE'ARMt . ........... ------- .......................... < 376* ... .................................................................................................................................................................. LL CL a a - .... 376 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE r2 00 CN LO 0 01 NO cr) 00 r� 0 U) z 0 LLI Lu LL W 0 w a - Z Z Lu 0 0 w > lu_ W LIJ w <x wo < LL CL a a - U) z 0 LLI 00 r- - 0 DATE 05/28/2013 PA JOB No. 2078B SHEET 0 00 r- 0 8 OF 16 SHEETS (I (_ (10 es -3 CONSTRUCTION NOTES L CURVE TABLE � 6 11-- CURVE RADIUS -o- INSTALL TRAFFIC SIGN PER CITY STANDARDS. ❑1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. R1-1--0- INSTALL R1-1 STOP SIGN W/ STOP BAR. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 47.13' N �V)U) 1 30.00' {.} INSTALL 5' 80o LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. ❑3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". 2O 1 90 I S Q U MOM - - RIGHT-OF-WAY ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 0 o N + M — — — SEWER O Q5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. N d- c0 00 C3oN 380........... 0 .4 FLOYIZLVE. . . . . . .+. SEWER MANHOLE © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR O ----- NN a+j TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING C -Q-) EXISTING UTILITY POLE PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. DEYW fZOWUNE PRORY ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED -j/L -Iz - � EXISTING EDGE OF PAVEMENT — AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. - -FOL- - - EXISTING FIBER OPTICS LINE ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. --EX36"S- - EXISTING SEWER MAIN WITH SIZE Fl -01 PROTECT IN PLACE EXISTING UTILITY POLE. - -OHL- - - EXISTING OVERHEAD UTILITY LINE F1_11 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA o- EXISTING FENCE LINE UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' - -GAS- - - EXISTING GAS MAIN 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 "END --ExWTR- - EXISTING WATER MAIN INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. PER CITY STANDARDS. 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. w _z J wo 00 o L CURVE TABLE � 6 11-- CURVE RADIUS JOWI TANGENT DELTA C1 20.00' 31.42' Sobs �— V) 90'00'00" C2 0 . W Q 47.13' N �V)U) 1 30.00' 47.11' I Iw 89'58'51" mpp �z J 2O 1 90 I S Q U MOM m n � n 0 0 o N + M 00 w 191 VARIES 229 M mN 7�a�;7&7- =ate MqX 30' 30' FL FL -10' 20' 20' 10'- 2' TYP. I 2' TYP. `.. *2%.. °-MIN- T— *27. MIN * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS I GRADE LINE SEE PLAN VIEW FOR -J STRUCTURAL SECTION 60' RIGHT–OF–WAY NMI W 20 �Py,. VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 2 l9 -tom ®ATE N N N N N N N M d00 c0 O c00 ON 000 O � 04 N G) 0+0 0') cr) O O + N N n n .- 4 2 r ,yam N +4- N 4-2 N 4 N N -1-5 N N 9 10 `12 7_j I13 14 15 Ifo 1 { f I 1 22988 I I I ■ 3 -- 185;Q3-----1 -- 1 0-------- 5 TYP_------------- C'j I 2°I II(plll � 0 w QW M }. W O Y S V) + ZLd CL U) w z J I- O 0 0 (.3-1 Gi 4.5L±_ 5' ' TYP. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 31.42' CURVE TABLE 31.42' 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' 29.99' 89'58'51" N N N N N N N M d00 c0 O c00 ON 000 O � 04 N G) 0+0 0') cr) O O + N N n n .- 4 2 r ,yam N +4- N 4-2 N 4 N N -1-5 N N 9 10 `12 7_j I13 14 15 Ifo 1 { f I 1 22988 I I I ■ 3 -- 185;Q3-----1 -- 1 0-------- 5 TYP_------------- C'j I 2°I II(plll � 0 w QW M }. W O Y S V) + ZLd CL U) w z J I- O 0 0 (.3-1 Gi 4.5L±_ 5' ' TYP. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS 2So 25 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 PHASE ZZ, NOT TO SCALE 00 n r- r- O Lo Lo + N 44 N x ) 18 19 — _ ----------r -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 4'I v- I -X5+74.7 n v U- . u_ wow co m Z O� W W Z W F �mw(A W Waw Wp w=¢z�zww�0 2'fn� W z� F 02'�OZ-,jtn (ijU W d• 2� A032% wxOw=wcnU Q0F-U~U2Otr,i;�t- 2Q'��ZZU0 W Ow�S2- aWooLL��Qm� zz�aazuimzg Ocn���pa Ww}>OVz=mom owQW�•-mOLL Q-FoZW000wm WLL_ZQ 'S w CAF- 0 O� Zpgw(n_flW Z o p Z> Q W FQW F,UZpd Z�W W W LLR�OZQ oWoZ=WoZZo cxvwLL ,zwQO UF -Z W QUtnfgW v=z mzzZv w w Ow � WD_~zU U Z �� � ¢ww to _j� O C7cnwS�ZQQOp _Z p _U ?yZ1-2>pJ�fn oirp�Ww=WOm wap�Z>�„m¢ai pmtwi)V 5S22E W Q w� W w U- O> F W W UO WZQrj) O W > o W O Q w O F- w J W W 31.42' 31.42' 47.13' ON CURVE 47.11' W RELOCATE "END ROAD" ON CURVE wco UN Uin ON CURVE QO SIGN FROM PHASE 1 mO wp M co D:d 382------..... TO THIS LOCATION UO co 382 mpp Q 2O 1 90 mC w MOM 24 Z3 22 n � n � M � ---------�_---- -. + M O O 00n O + O N d- c0 00 C3oN 380........... 0 .4 FLOYIZLVE. . . . . . .+. –-.------ o toC14� rn O ----- NN a+j N C14 N C4 N N N 2So 25 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 PHASE ZZ, NOT TO SCALE 00 n r- r- O Lo Lo + N 44 N x ) 18 19 — _ ----------r -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 4'I v- I -X5+74.7 n v U- . u_ wow co m Z O� W W Z W F �mw(A W Waw Wp w=¢z�zww�0 2'fn� W z� F 02'�OZ-,jtn (ijU W d• 2� A032% wxOw=wcnU Q0F-U~U2Otr,i;�t- 2Q'��ZZU0 W Ow�S2- aWooLL��Qm� zz�aazuimzg Ocn���pa Ww}>OVz=mom owQW�•-mOLL Q-FoZW000wm WLL_ZQ 'S w CAF- 0 O� Zpgw(n_flW Z o p Z> Q W FQW F,UZpd Z�W W W LLR�OZQ oWoZ=WoZZo cxvwLL ,zwQO UF -Z W QUtnfgW v=z mzzZv w w Ow � WD_~zU U Z �� � ¢ww to _j� O C7cnwS�ZQQOp _Z p _U ?yZ1-2>pJ�fn oirp�Ww=WOm wap�Z>�„m¢ai pmtwi)V 5S22E W Q w� W w U- O> F W W UO WZQrj) O W > o W O Q w O F- w J W W Ci 2 382...........H Q 2 . . . . . . . . . . . O Q 380:...:......0o 31.42' 31.42' 47.13' ON CURVE 47.11' W w z }Ln �7 ON CURVE wco UN Uin ON CURVE QO J = 00) m M M wM mO wp M co D:d 382------..... w UO co 382 mpp Q w� mC w MOM Lo O___----.-- ---------�_---- -. t) 0M N 00n + EX/STING GROUND:PROf7LE0--:-------- - O 380........... co .......... .4 FLOYIZLVE. . . . . . .+. –-.------ _,�---- :r.–�.–�:_y– .+0.60%---: 380 ----- a+j d - Lo N ... .... +0.20%- -- -•� ..... N ---- ------ ..... - -.---_.............. ............ +0:20% DEYW fZOWUNE PRORY 378:....................................................................................................... ....................... .........378 — . . . 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 NORTH FLOWLINE PROFILE +0.20% runcr ouncr V) Ci 2 382...........H Q 2 . . . . . . . . . . . O Q 380:...:......0o 0 O 6 00 n ......382 J ......380 ----------- ....... +0.20%:-0.509; -+1.00% . DES/GN /ZOWUNE 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 1-1 00 N If ) 0 0 (10 M U I 00 r- 0 N / 0 3 0 F- U) 00 DATE 05/28/2013 PA JOB No. 2078B z - SHEET W 0 / m 00 9 OF 18 SHEETS U z U� o M Wz0)� LL W .00 N IL N M U = 0 0O N X r X VJ LL U Z x Z_ m m N < 0: W a-�i o N6 z _ 1i N v N � z oCD W Lu o O CL L 31.42' 31.42' W Q p 47.11' W ON CURVE O ON CURVE ON CURVE QO IYMW m M wM �� D:d Um UI - UI- UO w7 UN U mpp wo6mo6 w� mC w MOM m0) M t) 0M 00n wM O N Om . .� . : : _ + ----- a+j d - Lo N ... .... .- ... -- -•� ..... N ---- ------ ..... - -.---_.............. co — . . . . . . . . . . _ + . . . . . . . va EX/�T/NO GROUND PROFLLE — — — -- - • . . . . . . . .A -T -FLOP✓ -INE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -- . +0.20% 0 O 6 00 n ......382 J ......380 ----------- ....... +0.20%:-0.509; -+1.00% . DES/GN /ZOWUNE 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 1-1 00 N If ) 0 0 (10 M U I 00 r- 0 N / 0 3 0 F- U) 00 DATE 05/28/2013 PA JOB No. 2078B z - SHEET W 0 / m 00 9 OF 18 SHEETS U z U� o M Wz0)� LL W .00 N IL N M U = 0 0O N X r X VJ LL U Z x Z_ m m N < 0: W a-�i o N6 z _ 1i N v N � z oCD W Lu o O CL L l.I (4k4r-3 W Q p W u. O W W U m L1J Z u w P) LL w w w O a 0 a l.I (4k4r-3 z O w l.I (4k4r-3 CONSTRUCTION NOTES F -fl 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. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 5M 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 0 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING __11z__ -ilL - zh 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 --EX36"S- - AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. [9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. Fl -01 PROTECT IN PLACE EXISTING UTILITY POLE. Efil CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA =0FQwj��O UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 01-2-1 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE CITY STANDARDS. DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. I VARIES 2. �° 41/ RW 30'— 30' FL FL -10' 20' 20' 10' VARIES 2' TYP. I 2' TYP. MIN - �2% �e--rte-� lam * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS GRADE LINE SEE PLAN VIEW FOR -j STRUCTURAL SECTION 60' RIGHT-OF-WAY — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. U : Z W Z O O O O O O O C3 n- p 0 C3 i� 00 rn O N J U M to <6 It O V) 00 d O U W O N 00 d + + + + + + + ® + + + + 0 0 = C14 04 � y � o d Lo Lo (o 10� 20 46 45 44 43 42 41 0 Lo 40 39 38 37 , 3 RECORD DRAWING 4ut> 5 ii 0 fl I I 11c 3 1 1 I I 1 1 N, — - BY: FRED W. PORTER, RCE 33448 EXP. RECORDDRAWING ` l' isry 2 btA�q- FRIED W, PORTE-Ri, RCE 33448 EXP. © ©DATE _ ,- I �, 1111 t o t1000 I! it II d z TN �* 0 20' 25 0426 N 27 N 28 N 29 O O O O DATE W W O ± N N Ci' Z W d0- Z J O O W Ld L5-- ----------------- TYP. f-5 k Z N 30 N C3 0 31 N 32 N 33 N O O_W O O 0 Co (6 U _0 6 (6 (6 + +ai off + ►� r7 cD - + zz r 3 PHASES 1 & 2 satvwvuv ul 9 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 34 -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. tU-Oa R1-1 -Q- INSTALL R1-1 STOP SIGN W/ STOP BAR. Cl 20.00' 31.41' 20.00' 89'5936" -(D- INSTALL 5,060' LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. ZO WS - - RIGHT-OF-WAY O — — SEWER QQO �s SEWER MANHOLE 14.514.5' 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. ��„=ao05w,z22 o EXISTING UTILITY POLE __11z__ -ilL - zh EXISTING EDGE OF PAVEMENT 9�oWo - -EOL- -- - EXISTING FIBER OPTICS LINE TYPICAL DRIVEWAY DIMENSIONS --EX36"S- - EXISTING SEWER MAIN WITH SIZE aw. LL P z w ;E 0 N w - -OHL- - - EXISTING OVERHEAD UTILITY LINE <, wvzomwF-azzLL EXISTING FENCE LINE m - -GAS- - - EXISTING GAS MAIN =0FQwj��O --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. I VARIES 2. �° 41/ RW 30'— 30' FL FL -10' 20' 20' 10' VARIES 2' TYP. I 2' TYP. MIN - �2% �e--rte-� lam * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS GRADE LINE SEE PLAN VIEW FOR -j STRUCTURAL SECTION 60' RIGHT-OF-WAY — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. U : Z W Z O O O O O O O C3 n- p 0 C3 i� 00 rn O N J U M to <6 It O V) 00 d O U W O N 00 d + + + + + + + ® + + + + 0 0 = C14 04 � y � o d Lo Lo (o 10� 20 46 45 44 43 42 41 0 Lo 40 39 38 37 , 3 RECORD DRAWING 4ut> 5 ii 0 fl I I 11c 3 1 1 I I 1 1 N, — - BY: FRED W. PORTER, RCE 33448 EXP. RECORDDRAWING ` l' isry 2 btA�q- FRIED W, PORTE-Ri, RCE 33448 EXP. © ©DATE _ ,- I �, 1111 t o t1000 I! it II d z TN �* 0 20' 25 0426 N 27 N 28 N 29 O O O O DATE W W O ± N N Ci' Z W d0- Z J O O W Ld L5-- ----------------- TYP. f-5 k Z N 30 N C3 0 31 N 32 N 33 N O O_W O O 0 Co (6 U _0 6 (6 (6 + +ai off + ►� r7 cD - + zz r 3 PHASES 1 & 2 satvwvuv ul 9 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 34 J I 0 0 = r_z ao + + 36 r-�N -3e o �- V) V 3� + 38 Q Q 00 Z Z 12 r i IZ n -� O I I wO NiIll Z O I- o■ -� O W 12 —\ I I +W —�-- _ -+-- -N S 00 = dD N ■� QQLLI W �� -I- --- I I N 12 I W Lu Z Q < � _ 1 _ = I N35 N & ~ O 0 An O 5o Q� `r-° rn a) 0 + + + O O co f- O O + 00 HORIZONTAL: 1"=50' VERTICAL: 1"=2' r6p CURVE TABLEo tU-Oa U - a v o wow ii z o w Q wwU W 0) Im � m w z w ¢ a Q Z Z a W g wl!5;4 0w CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.41' 20.00' 89'5936" C2 20.00' 31.42' 20.00' 90'00'24" J I 0 0 = r_z ao + + 36 r-�N -3e o �- V) V 3� + 38 Q Q 00 Z Z 12 r i IZ n -� O I I wO NiIll Z O I- o■ -� O W 12 —\ I I +W —�-- _ -+-- -N S 00 = dD N ■� QQLLI W �� -I- --- I I N 12 I W Lu Z Q < � _ 1 _ = I N35 N & ~ O 0 An O 5o Q� `r-° rn a) 0 + + + O O co f- O O + 00 HORIZONTAL: 1"=50' VERTICAL: 1"=2' r6p tU-Oa �=•� LL,_�-iU2�z_a WSOWZWcU'SLL Z Zt-U~N�OLL J ZO WS Q O dpQLLair-~moHz3Z O QQO r wpW�Qm wwnzzOOUOa 14.514.5' W W �->OVZ2fA� 'TYP.TYP.' ��„=ao05w,z22 o LUL F- 9 Z,2 25 0 w oo§¢�wozwaoo >o¢ o - 7 -�TYP. 9�oWo ZpwWwLL�09a TYPICAL DRIVEWAY DIMENSIONS a z � W> p C w U aw. LL P z w ;E 0 N w NOT TO SCALE M N <, wvzomwF-azzLL m wnl,O2Wn<Em Q44. =0FQwj��O . . . . . . . . . . . . . . . . . . c7cn,,,x�z¢¢p �O Z_p U(nw F >j Z O S> U J XO ox,OOowww?W¢OWiw- p >7 wUmi . . . . . . �=?w-w M°am w0U�9 W ¢�WU?p0. F_ W W U0W Z¢fn}fn Z 380. ,- . : ..... F-�oaa�00W<M J I 0 0 = r_z ao + + 36 r-�N -3e o �- V) V 3� + 38 Q Q 00 Z Z 12 r i IZ n -� O I I wO NiIll Z O I- o■ -� O W 12 —\ I I +W —�-- _ -+-- -N S 00 = dD N ■� QQLLI W �� -I- --- I I N 12 I W Lu Z Q < � _ 1 _ = I N35 N & ~ O 0 An O 5o Q� `r-° rn a) 0 + + + O O co f- O O + 00 HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.42' c0 CURVE W O U O d - 0)r- rt C9 Z m M � M (3 m M = o ii 11 (uj n 0 i U �lU- Q Q 0 p OW O / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� Z O . 0 0 . - - -- - -- ---- - - ---- + :380 380:...:...: .:.:...:...:...:...:...:...:...:...:...:...:...:.•-:,�-:-:-- ��--.:...:_-_---__�-��---:_ .=�.'�. .:...:...+..........� ... �. . . . . . . . ... . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . FXr.�riNc .cRduND: PROFLL _ _ Al FL OM NE 378:...:...:...................._---...............------............,....................................................... ....378 -p �g'yo : : : : : : : : : : : .x-0.21% :...:...:...,.:...:.. :.. :..--Q. .%:..... ......... ................� � :...:...:...:...:...:...:...... 2-1 376:.......................................DES/GN f�o�tiNE PROF/1£-F :...:...:...:...:...:...:...:...:...: 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE M 00 N 0 U z U) 0 23 Wz0)Loo W . 0 G� > N f4 M U-00 0 N N X ♦ ) w W J t' Y Z m 0] N W wo ozsz �M a! NCD W W o 0 N N 0 CL L 31.41' PHASE 1 Z PHASE 2 O Q ON CURVEcQ U0) 0 Lo 0)n r �� D: Z Lu m� 0� mfr_ m-- _j I W W M M O U ►� M it II M N U m Q44. . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . ... . . . . . . W _.! - w 380. ,- . : ..... ..... C:) ... ow zo - --- - -- :. :: : 0 :3809 . . . . . . .............. ...... ......... ------------------- ................0- --- -- - .-.-:-_.I-G*. ....O.L:...... ... ... ...*r:... ..........g +00-----' --_ E /5 TNGNPRFI� ............ _---- —•.......:.............................................. .......:.......AT -FL OISINF ......................... � .............. .... 378:........: ...................................... ................. ....... 378 +0:23% 0.80/ -0.261 ...... ... ........... +0:23%:--....._.•-:--....._......._- . :...:.. ......-• .............................. . 376 ......................... . . . . . DES10 FLOWL/NE PROaf ...................... . . . . . : . 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' c0 CURVE W O U O d - 0)r- rt C9 Z m M � M (3 m M = o ii 11 (uj n 0 i U �lU- Q Q 0 p OW O / . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� Z O . 0 0 . - - -- - -- ---- - - ---- + :380 380:...:...: .:.:...:...:...:...:...:...:...:...:...:...:...:.•-:,�-:-:-- ��--.:...:_-_---__�-��---:_ .=�.'�. .:...:...+..........� ... �. . . . . . . . ... . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . FXr.�riNc .cRduND: PROFLL _ _ Al FL OM NE 378:...:...:...................._---...............------............,....................................................... ....378 -p �g'yo : : : : : : : : : : : .x-0.21% :...:...:...,.:...:.. :.. :..--Q. .%:..... ......... ................� � :...:...:...:...:...:...:...... 2-1 376:.......................................DES/GN f�o�tiNE PROF/1£-F :...:...:...:...:...:...:...:...:...: 376 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 SOUTH FLOWLINE PROFILE M 00 N 0 U z U) 0 23 Wz0)Loo W . 0 G� > N f4 M U-00 0 N N X ♦ ) w W J t' Y Z m 0] N W wo ozsz �M a! NCD W W o 0 N N 0 CL L NEER � bs 00 W > U 0 o W d � U /93?J ♦c SSP W Z O Q 0 r Lu LL W W U m WWW w W LL w ow a a NEER � bs 00 W > U 0 o W d � U /93?J ♦c SSP DATE 05/28/2013 PA JOB No. 2078B SHEET OF 16 0 SHEETS Z O W DATE 05/28/2013 PA JOB No. 2078B SHEET OF 16 0 SHEETS 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 COMPACTED WITH PHASE )5 IMPROVEMENTS. WOLF RIVER AVENUE __v_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. CONSTRUCTION NOTES Fl -I CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". F-41 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. m SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR 1 29.99' 1 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400, MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. E8_1 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED SEWER MANHOLE AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9_1 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 1-0-1 PROTECT IN PLACE EXISTING UTILITY POLE. Ffil CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA . . . . . . . . . . . 0 uj . . . . . . . . . . . . . . . . . . Zo UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1, 1-21 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 L_ - zZz DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. 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 COMPACTED WITH PHASE )5 IMPROVEMENTS. WOLF RIVER AVENUE __v_ INSTALL TRAFFIC SIGN PER CITY STANDARDS. 3142' II 31 .42' , ON 6UR ON CURVE I CURVE RADIUS Rl -1 -� INSTALL Rl-1 STOP SIGN W/ STOP BAR. Cl 20.00' 31.42' 20.00' -(D- INSTALL 5,86o LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 90'01'09" C3 RIGHT-OF-WAY 1 47.11' 1 29.99' 1 89*58'51" rn po rn (3 torn o"?. . - - -- 0-- -11-11 ........................................................................................... r- 00 V) SEWER R < Lo Lo ................... C5 SEWER MANHOLE 4 0) Lo of a- 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. . . . . 0 . . . . . . . . . . . . . 0 uj . . . . . . . . . . . . . . . . . . Zo . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — - - - - - - - - - - - - - - - - - - - - - - - - - — EXISTING UTILITY POLE 380 ............ C5 0 . ... .... ......... m ................................ L_ - zZz EXISTING EDGE OF PAVEMENT co -FOL- - - EXISTING FIBER OPTICS LINE ............ ... .... .................................................................................. -EX36"S- - EXISTING SEWER MAIN WITH SIZE 378:...:...:... —OHL- - - EXISTING OVERHEAD UTILITY LINE .. t �..................... — EXISTING FENCE LINE 4-0.237 DESIGN fZONINE PRORLf --GAS- — - EXISTING GAS MAIN -0.20%, -EXWI-R- - EXISTING WATER MAIN 18+00 I ......................................................................................................................... 19+00 20+00 21+00 22+00 23+00 24+00 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. (o F- ui z 0 < Ld >_ Ld ix C-) CD Z m -i < 3: ui .2 M 0 m: 0 3:: V) 0 c� uj (3 n- o 0 0 < N z 0- UJI Lo 0 w ci (o + m V) + cy) to + 0) DETAIL "B" SCALE:1*=20' + -Lo C4 . 0 po 0 38 35 + 1 Dil-20' 1120 .1 + 00 20 0--) 0 1 298C Ld C:) v- 0 z 0 0= &[ 7 0 LLJ 13 &M 19-1 r + w + 00 r V) F_ < < LLI 41-- V) V) IOTTOM=377.4 w WS=378.9 z ADJACENT GRADE=380.9 3* 0 N 0 N 0 < (6 (6 r- n m + + 52 + 0 00 00 CF) 0 d 0 00 RW q_ RW 30, 30' FL FL VARIES -10, 20'— —20' 10' 4\� VARIES IAv 0 MP 2' TYP. 2t TYP. 20 6" TYPE "B" CURB & GUTTER W1 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 SLOPE DENSITY. PARAMETERS 60' RIGHT—OF—WAY RECORD DRAWING pw6c_ ?_ otA01 M 0 0 0 0 0 0 0 N C3 C5 C3 Ki co 0 No ON N -7- 40 41 4Z 43 10111 Ilk I R • =�mklmm �_mq Tel Z F- CL 0 Lj LLJ L.Lj L.LJ w _r U V) Ld Ld V) on V_ -Ag, -14 DATE 23 SEE DETAIL "B" THIS SHEET 04 0 C14 04 PHASE 2 • � 1 9 000 0 0 0) C_� (6 Lo 04 C14 -3- -2- 4(o 47 .............. TYP. s 94— — — + 1- 1 23+71.02 r1]&N2 L3 22974 m mi m I L CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 ui Z 0 C-30 c4i 1�5 15_j5 4 TYP. TYP. ' N 0 N 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE m 00 c; Lo +N 111 454 1 Ij 34'1 3 cn jg- N cn X 0- 9 0 N1 I co CURVE TABLE 3142' II 31 .42' , ON 6UR ON CURVE I 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' 1 29.99' 1 89*58'51" ui Z 0 C-30 c4i 1�5 15_j5 4 TYP. TYP. ' N 0 N 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE m 00 c; Lo +N 111 454 1 Ij 34'1 3 cn jg- N cn X 0- 9 0 N1 I co 3 ilii� � 45'1 l.. 34' lot 0 LLJ F- > o LLJ 0 4c:c Ld r V) 0 w0 F- L.Li W_j V) Ld LL LL 0210 wow M C a a LLI w W comwwww<p, w z o -0 v,oLLj 0 — 0 i�W 2 I V5 <, 31 oz 0.� MT8wll-w§-< (D F- F_ 0: w m "2 2 i� = LL - U_ a F - g ME2-'o , LLI a- 2, 02 ,6 Lail Lu 02 z z g CZ6 o 3: OR 0 000H Rok 65 Oz 3: d w p 0 w x w w w >- 2r>ooi2,oTww w z Z LLLU O 0 .iT < cow .<F- FgH52p- wV5;E<3-w a.-- , o z�-- lgwwaw<poo paZL 0 < T86x,20zoLL W<6 Vi -z w � z - �_ < Z CZ11) 12 1) W:Fc W> ow 2 w LL ou5 LL 0 2 6 LL W -u o A; < - LL. Lij -1 01 .) . �(:-< 0 " 00y6w:311 ww 90 3: <z to- 5;!D LL- ,�w .>< og tt �t ,, - ,6m Lu < a LL LIJ > > co U) ol 0 =0, (�!r) co fli 0 LLJ Z -1 0 CC) i , z ; < w LLI (.) g 0- F_ LU Lu 0 o Lu z a) >_ co TmOwmow Z=) P P 25 Q_ P (.5 0 Lfru < 2 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 3142' II 31 .42' , ON 6UR ON CURVE I iti 47.13 I ON CURVE 0 00 w0 IX 04 W 04 w co pe) It r- 00 0 C14 0 04 UO 000 w 0w CL w14- ft 0 UN 010 2 w 2 Lo u) F- LL 0 m of W of 3 ilii� � 45'1 l.. 34' lot 0 LLJ F- > o LLJ 0 4c:c Ld r V) 0 w0 F- L.Li W_j V) Ld LL LL 0210 wow M C a a LLI w W comwwww<p, w z o -0 v,oLLj 0 — 0 i�W 2 I V5 <, 31 oz 0.� MT8wll-w§-< (D F- F_ 0: w m "2 2 i� = LL - U_ a F - g ME2-'o , LLI a- 2, 02 ,6 Lail Lu 02 z z g CZ6 o 3: OR 0 000H Rok 65 Oz 3: d w p 0 w x w w w >- 2r>ooi2,oTww w z Z LLLU O 0 .iT < cow .<F- FgH52p- wV5;E<3-w a.-- , o z�-- lgwwaw<poo paZL 0 < T86x,20zoLL W<6 Vi -z w � z - �_ < Z CZ11) 12 1) W:Fc W> ow 2 w LL ou5 LL 0 2 6 LL W -u o A; < - LL. Lij -1 01 .) . �(:-< 0 " 00y6w:311 ww 90 3: <z to- 5;!D LL- ,�w .>< og tt �t ,, - ,6m Lu < a LL LIJ > > co U) ol 0 =0, (�!r) co fli 0 LLJ Z -1 0 CC) i , z ; < w LLI (.) g 0- F_ LU Lu 0 o Lu z a) >_ co TmOwmow Z=) P P 25 Q_ P (.5 0 Lfru < 2 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' NORTH FLOWLINE PROFILE 31.42' 31.42' 31.42 r4 31.42' 47.11' ON CURVE M 10_�CURVE CURVE QP ON CURVE I ON CURVE Li vets w ts w �*w w ls%g fr IS63 Of WU of z 0 to 0 Lo 0 ) 0 Lo 0 0) 0 X oof ;ta 06 t V4 0 C) CO 06 Li 06 co 06 Ld 06 m cd W 06 co 06 Lj 6 m of w Oi 04 r- r- r-1 cq r- r- r- r- N rto V) K) oro C4 to r- 0 0 00 382...........Q 1-: 6 ................................ 10 ....... ... n .............................. to .... ...... ................-..:................382 + + + ........ — --- — — — — — — 0 V_ Lo - — -- — — — — — — — — — ........... ....................... ...................... .... ................ . . . ... ..... . .. .......................................... o/ EX/ST/NG GROUND PROF/LE - - - - - - - - T FZ OWZ 380 ........... Too . .........................A.....INE................. .... ............................... .... ........................................... 380 1.0 ............ ............................................... .... . .......... ................... .... ...... ....+o;$%...:... ............. +0.20% 5_Q% 378 ............ % .................... r ().50%o + ESI IZO#UNE PR+0:216V7LE .............................. 378 ............................... .. .. 0 DE-VGN. R 0 K INE PROFILE ................................................................................................................................................. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 SOUTH FLOWLINE PROFILE U) co C'4 cp co rl- 0 F_ U) U z U) Lij F— C) U0 ) U) 06 Of LLJ F_ cr_ 0 CL 3142' II 31 .42' , ON 6UR ON CURVE I iti 47.13 I ON CURVE Ld Z w0 IX 04 W 04 w co pe) It r- 00 0 C14 0 04 UO 000 w 0w CL w14- ft 0 UN 010 2 w 2 M r,: LLJ od M 06 Ld o6 06 t` u) F- LL 0 m of W of w 382 ........... .. rn po rn (3 torn o"?. . - - -- 0-- -11-11 ........................................................................................... r- 00 V) 382 R < Lo Lo ................... C5 4 0) Lo of a- Lo . . . . . . . . 0 . . . . . . . . . . . . . 0 uj . . . . . . . . . . . . . . . . . . Zo . . . . . . . . . . . . . . . . . . . . . . . . . . . -- — - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - C4 . . . . . . . . . . . . . . . . . . . 380 ............ C5 0 . ... .... ......... m ................................ �_X/5 TINC IDII?CFIZ E A'.T FLOWZ*1NE ........................................................................... 380 co ............ ... .... .................................................................................. ....... .............. 378:...:...:... +0.20% - ' 378O.�o .. t �..................... .................. ..................... .... ....... 4-0.237 DESIGN fZONINE PRORLf -0.20%, ....................... 18+00 I ......................................................................................................................... 19+00 20+00 21+00 22+00 23+00 24+00 25+00 1 26+00 NORTH FLOWLINE PROFILE 31.42' 31.42' 31.42 r4 31.42' 47.11' ON CURVE M 10_�CURVE CURVE QP ON CURVE I ON CURVE Li vets w ts w �*w w ls%g fr IS63 Of WU of z 0 to 0 Lo 0 ) 0 Lo 0 0) 0 X oof ;ta 06 t V4 0 C) CO 06 Li 06 co 06 Ld 06 m cd W 06 co 06 Lj 6 m of w Oi 04 r- r- r-1 cq r- r- r- r- N rto V) K) oro C4 to r- 0 0 00 382...........Q 1-: 6 ................................ 10 ....... ... n .............................. to .... ...... ................-..:................382 + + + ........ — --- — — — — — — 0 V_ Lo - — -- — — — — — — — — — ........... ....................... ...................... .... ................ . . . ... ..... . .. .......................................... o/ EX/ST/NG GROUND PROF/LE - - - - - - - - T FZ OWZ 380 ........... Too . .........................A.....INE................. .... ............................... .... ........................................... 380 1.0 ............ ............................................... .... . .......... ................... .... ...... ....+o;$%...:... ............. +0.20% 5_Q% 378 ............ % .................... r ().50%o + ESI IZO#UNE PR+0:216V7LE .............................. 378 ............................... .. .. 0 DE-VGN. R 0 K INE PROFILE ................................................................................................................................................. 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 SOUTH FLOWLINE PROFILE U) co C'4 cp co rl- 0 F_ U) U z U) Lij F— C) U0 ) U) 06 Of LLJ F_ cr_ 0 CL U) iti 0 w 0w CL w z W 2 w 2 0 W , 0 cl u) F- LL 0 > Lu of I<L U) Z 0 w co 0 DATE 05/28/2013 m PA JOB No. 2078B z SHEET 0 m co OF 18 SHEETS CONSTRUCTION NOTES 01 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. M5 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 r M�I TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING M = 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 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. ri-il 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 c6. INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE r3 -- Lo DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. \ U_ CURVE TABLE w " �` U - INSTALL INSTALL TRAFFIC SIGN PER CITY STANDARDS. RW 30' 30' RW CURVE RADIUS LENGTH TANGENT DELTA z w z o ► R1 1 �- INSTALL R1-1 STOP SIGN W/ STOP BAR. w w w w z Cl 20.00' 31.42' 20.00' 90'00'00" W m = z uj _ } o a -O- INSTALL f t oa . LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. FL FL w Q Z o Z z o z VARIES 2?g M� 10 20 20 10 M\� VARIES m = w Z > °�° Q U� o -- RIGHT-OF-WAY ----� r o w ►- z o w O M 1 � ii„u�zWW�ooa�c�ir ”' P o z cn vi U C? SEWER a\ \ �; q,�: 2 TYP. I 2. 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W a o o z > w m 8>w,._.a00w;yw mWOWZBz00Qm Q 2 J' w U ?i. a> h_ wwoowz cn>-U �m�a=OU�w¢� P"FECORD DRAWING Py-A5rg :L AAib RECORD DRAWL G VLAftSC -2— 0,111 Ike 7. a� DATE Z /R- DA E R..DATE 15 W W W U W Z m Z J V) o d V) W O O + O (V (tl I + T II _— 19 53 12 IIIZ (ODD II0) --� 2296s� {I 1110+00.00 S 1- - �10o I I Ld Ld V Q Q 16 17 18 IZ w � rn 1`0 + C3 O PHASE 1 0 P PHASE 1 Z W F— F- W LLJ rn Z w rw j (= Q o 0 W + 23 00 o) 22 21 00 rn CND N Lo 20 19 !i II 3 II ►► I I I 22970 I 00 L6 00 O 18 _ I f 17 NOTE: SUMP AND ACCESS EASEMENT TO SUMP SHALL BE DEDICATED ON PHASE ONE FINAL MAP. SUMP PHASES 2 PHASE 1 � rn 3 4 M O vi 11-i vw 00 N 00 22 21 00 rn CND N Lo 20 19 !i II 3 II ►► I I I 22970 I 00 L6 00 O 18 _ I f 17 NOTE: SUMP AND ACCESS EASEMENT TO SUMP SHALL BE DEDICATED ON PHASE ONE FINAL MAP. SUMP PHASES 2 PHASE 1 ' 2 3 4 0 a I ILI to] 1 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. 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STD. DWG. ST -1. 2M CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER 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. DWG. D-14. 05 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 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m 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. F-8-1 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. Q9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. 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 BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. -o- INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 INSTALL R1-1 STOP SIGN W/ STOP BAR. t_____ INSTALL 5, 80o LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT-OF-WAY DELTA SEWER — — Qs SEWER MANHOLE 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 480.00' EXISTING UTILITY POLE __j1z_ _il� - tlr EXISTING EDGE OF PAVEMENT Fogy- - - EXISTING FIBER OPTICS LINE --Ex36"S- - EXISTING SEWER MAIN WITH SIZE - —OHL- - - EXISTING OVERHEAD UTILITY LINE 520.00' EXISTING FENCE LINE o- o- - —GAS- - - EXISTING GAS MAIN ---EXWTR— - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. 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N............. 380 378 ......... -.........A.TfZoWZ11VZ_..:........................................................ ...............378 : : —0.25% ...... _. ...... —0.29%....._. .... +a.20%...... .---.....•--•-- 3©ES/GN R0#f1N£ PR011E 0.2990 +0.20% —0.29% DESIGN 376 :............................................. ........... ........v£PROf7Z£ ......................376 17+00 18+00 19+00 20+00 21+00 22+00 23+00 SOUTH FLOWLINE PROFILE 00 N 0 a 0 M U t F 00 N 0 U z U 0 ♦U) v Q 06 Of Lu 0 0- o M Z 0)to >. m o W 1 > Fr,: N cucoM U N am �X a V Y Z co m N V) W 00 W N Z cry 0 NC Z o t° W o N Cl, "Mo w 0 a 0 w CL w w z U .,m LLI Z w w Q � w w a Lu IL a Q a �L�,\NEER 4t b i 00 ca M J cn ! U o- dam, cr /938 # SSP z Q z w 2w O CL 2 cn z 0 Ln Lu 0 N DATE 05/28/2013 11 PA JOB No. 2078B z � SHEET Lu 0 m 00 0 13 N / OF M SHEETS CONSTRUCTION NOTES U U W I- w Q CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1, --Q- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 02 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. R1-1-� INSTALL R1-1 STOP SIGN W/ STOP BAR. Q3 „ „ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". r, INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. ®CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. - - RIGHT-OF-WAY 90'00'00" 5� CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. — — — SEWER 134'51'11" ©SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR U t- Z w SEWER MANHOLE I.— K w z 112 F w TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING UTILITY POLE Zcp2U_[_w< XLu PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. . . . . . . .+ fljx�gww=wOm 8 � CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED -��� -�� - z/ EXISTING EDGE OF PAVEMENT �_—.-- . . . . . . . . . . . . . . . . . . ! AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. J - -Hoy- - -- EXISTING FIBER OPTICS LINE ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. - -EX36" s- - EXISTING SEWER MAIN WITH SIZE 10 PROTECT IN PLACE EXISTING UTILITY POLE. 380:...........:...:...:...:. U- - —OHL- - - EXISTING OVERHEAD UTILITY LINE 11 CONSTRUCT WIDE CROSS -GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA EXISTING FENCE LINE UNDER CROSS -GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' ----,----- -------W — 12 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 "END - -GAS- - - EXISTING GAS MAIN . . INSTALL ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE _-EXWTR- - EXISTING WATER MAIN DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. PER CITY STANDARDS. 378:...:...378 INSTALL STREET NAME SIGN 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. w U W O O O O In + a, + 0 +0 r � II ' I 53 52 N 1 20' 0' 1 N rn IIA co 11 3 II � I X110+00.00 TYP. 5 I I V, Ir - U U W I- w W RADIUS Z o O DELTA Cl W>V 31.42' m Q W o C2 35.00' r, 6.94' 23 O O O c • &�19 cf) 12+80.00 ---- i it 48 cor to 24 c� °D Wow 0 W N 0>V) + m¢W Ld �- P HAS E 4Dv IF COURTLAND AVENUE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 957 MAX. DENSITY TI=4.5 R=55.0 PHASE X 3 P31.42' ON CURVE w N w co UN c�0 mr- m too W too t� 00� totj ...t3........ °' + ± : O 380 .......... ........ ---=--- -- -- - :380 EX/ST/NG GROUND PROF/LE 378...:...:.�oso�• ......:.......................378 0.20%: •DE5I5N•1Z0W11NE•PR0F/LE . . . . . .. .. . • . . .. .. . . . . . . . • . . . . . 376 .....................................................376 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE .4 3 HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.42`54.98' ON CURVE ON CURVE 000 of w m co W N ►`1 U 00 mt3 C) OM M ,3 .....................•-•--- ......Lo d N ... + + N : 380:...:... ---_� - -- ....... '380 - T---------- -- - -- . . . . . . . . : . . . . . . . . . . . _ EXISTING GROUND PROFILE AT FL OWL/NE 378... :�o... ........--•--........ ............378 `D.20% _ . DES/GN FLOfy1/NE PROF/LE . . . . . . . . . . . • . . . . . . . . . . . . . . 376..........................................................376 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE FL 9+09.24 gk5i . Dc1 F�- RW RW 30' 30' FL FL VARIES 29 10'- 20' 20'-10' �N 2' TYP. 2 = *2% MIN- *2% MI �p� GRADE LINE SEE PLAN VIEW FOR -j * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETOERSLOPE 60' RIGHT -OF --WAY 0 d - Lo Lo + _o J L RECORD DRAWING F4prsf 2.ONc-y VARIES 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. z —/9 —16, � sari A+r�e�.. DATE IVIVII N 1 t.JVI 1 V Vl'1 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 9 4 U CURVE TABLE Fou, 0 �wr-Z�f-0 m RADIUS LENGTH O DELTA Cl (o 31.42' _ O O C2 35.00' r, 6.94' Ln Lo + 35.00' 54.98' 35.00' 90'00'00" r r 84.00' 197.70' 1 202.06' 134'51'11" awOZ=cw):OZZ2 51 O O O c • &�19 cf) 12+80.00 ---- i it 48 cor to 24 c� °D Wow 0 W N 0>V) + m¢W Ld �- P HAS E 4Dv IF COURTLAND AVENUE CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 957 MAX. DENSITY TI=4.5 R=55.0 PHASE X 3 P31.42' ON CURVE w N w co UN c�0 mr- m too W too t� 00� totj ...t3........ °' + ± : O 380 .......... ........ ---=--- -- -- - :380 EX/ST/NG GROUND PROF/LE 378...:...:.�oso�• ......:.......................378 0.20%: •DE5I5N•1Z0W11NE•PR0F/LE . . . . . .. .. . • . . .. .. . . . . . . . • . . . . . 376 .....................................................376 10+00 11+00 12+00 WEST FLOWLINE PROFILE PHASE .4 3 HORIZONTAL: 1"=50' VERTICAL: 1"=2' 31.42`54.98' ON CURVE ON CURVE 000 of w m co W N ►`1 U 00 mt3 C) OM M ,3 .....................•-•--- ......Lo d N ... + + N : 380:...:... ---_� - -- ....... '380 - T---------- -- - -- . . . . . . . . : . . . . . . . . . . . _ EXISTING GROUND PROFILE AT FL OWL/NE 378... :�o... ........--•--........ ............378 `D.20% _ . DES/GN FLOfy1/NE PROF/LE . . . . . . . . . . . • . . . . . . . . . . . . . . 376..........................................................376 10+00 11+00 12+00 13+00 EAST FLOWLINE PROFILE FL 9+09.24 gk5i . Dc1 F�- RW RW 30' 30' FL FL VARIES 29 10'- 20' 20'-10' �N 2' TYP. 2 = *2% MIN- *2% MI �p� GRADE LINE SEE PLAN VIEW FOR -j * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETOERSLOPE 60' RIGHT -OF --WAY 0 d - Lo Lo + _o J L RECORD DRAWING F4prsf 2.ONc-y VARIES 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. z —/9 —16, � sari A+r�e�.. DATE IVIVII N 1 t.JVI 1 V Vl'1 1 CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI=4.5 R=55.0 PHASE 9 4 U O - LL �aUO wOcn woa'o m0� w0 oz � W cnm=ZFw WF0 OFr=- L}I— i ZdZ wIiEWEmmo c60 W H J ZC'f) Z w2O W=W �n (wj�LL ZF-Uts CURVE TABLE Fou, 0 �wr-Z�f-0 CURVE RADIUS LENGTH TANGENT DELTA Cl 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 13.70' 6.94' 22'25'35" C3 35.00' 54.98' 35.00' 90'00'00" C4 84.00' 197.70' 1 202.06' 134'51'11" U O - LL �aUO wOcn woa'o m0� w0 oz � W cnm=ZFw WF0 OFr=- L}I— i ZdZ wIiEWEmmo c60 W H J ZC'f) Z tINC'4 w2O W=W �n (wj�LL ZF-Uts ■ v);Cn Fou, 0 �wr-Z�f-0 . QQ _'_ �a00�wwnc� o W U K Z LL O Q Z} w Z J C6 W YO W U - U Q z U WTT2(6m o zd 22922.66,03 m►l)wM LLI V) >_f- Wg-w=w wrz�v O 'S N = i 0 ww z Z Z O 0 o <f--=ozW000m W L��Z-WwCnF-� D N •� r" a 4.514.5 ��-�. O z�o�oWQ�oo ' TYP. PYP. ' m n w° w LL ii CD O z a zoZW oW . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . awOZ=cw):OZZ2 n . U t- Z w -- 7' TYP. I.— K w z 112 F w ui U- O W W W LL 1 TYPICAL DRIVEWAY DIMENSIONS a� j Q o I ww Z w _ a) NOT TO SCALE Q-O=OUOa6=-:i cn= W _; iww> JCM0 — Zcp2U_[_w< XLu . . . . . . .+ fljx�gww=wOm . . . . . . wamu-Z��m¢u=i 00Mcwnt"C7U0maw �+ mWOwoZ_j Sam �_—.-- . . . . . . . . . . . . . . . . . . ! w W U O W Z W} U) tINC'4 U ■ v);Cn T_ L r . QQ _'_ > Lu 7-) W n- CL W Z W o W>0 Q m►l)wM LLI V) a L�L U G_ HORIZONTAL:. 1"=50' VERTICAL: 1"=2' 54.98' 31.42' ON CURVE ON CURVE `q 000 USI U CD N mgr Wr- moo Woo 382 ............................ �......o^........................................................ mrZ,382 00 CN M t7 0)..� . . . . . . . . . . . . . Lo N d :...:...:...:...:........... �......... :...:.. :...:.... :•.•:...:...:...:...:..i=_.............. 380: ...:.......:...:...:...:... .................................. _:- - _ :380 ..... EXI< T/NG GROUND PROFILE- ............................- ........... _ A 1 FLOI41LINE . . . . . n : 378:...:..... +/. 378 . . . . . +0.217• . . . . . o' +0:47 . . . . . . . . . . . . DESIGN FLOE _1NE PR0f&f ................................................................... 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE w N 0 3 a 0 <) I f - co w n 0 N i 0 Q r d Z U) o M W z w i= O > oC _ N �a M CU��(o �o X LL � � UJ La cu Y _Z (Y1 N Q -0 tJ.l a) o a CZ5 Z u) C, M ti. Z N co ui W o 0 0 �e L U N U Lo z qx"`< ION CURVE VE o 382....... m►l)wM Of a L�L U G_ Ln 11 U oWIOo 00 LY_ >- lf w D N •� r" a Mcj ��-�. O M . p rl-� O . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . mUwiM . . . . . . . .N m n . r . .382 a ui O u- oto C; t7. -t\WM — . . . . . . .+ - 00 + . . . . . . . . . . . . . . . . . . . . . . . . �+ . �_—.-- . . . . . . . . . . . . . . . . . . ! NQ J O :Lo 380:...........:...:...:...:. U- EXIST//VG GROUND FROFILE " :iso ----,----- -------W — -_ --���. tiTFLOIULINE. . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :.:...:.._...: ......:...:.. ---............ 378:...:...378 - . ........................... +0.207.: +0.227 -{-0.25 : : . +0-2_2X: : : . . . . . . . . . . . DESIGN IZOKINE PROFILE 9+00 10+00 11+00 ................................................................... 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE w N 0 3 a 0 <) I f - co w n 0 N i 0 Q r d Z U) o M W z w i= O > oC _ N �a M CU��(o �o X LL � � UJ La cu Y _Z (Y1 N Q -0 tJ.l a) o a CZ5 Z u) C, M ti. Z N co ui W o 0 0 �e L \NEER b/ cn 4L M -J W ; M > U u- d� 0 a dam, E z qx"`< o w 0 Of a L�L LY_ � w w U r" a in W w w o. ? o a W u- CL o a \NEER b/ cn 4L M -J W ; M > U u- d� 0 a dam, E z o > w co o DATE 05/28/2013 p, PA JOB No. 20788 SHEET W 0 m co r- 140 OF 18 SHEETS (. {- co 953 CONSTRUCTION NOTES Q1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 55 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 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 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. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. Ffl RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. i- 11 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' i2 CONSTRUCT TEMPORARY TURNAROUND .AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T-24 INSTALL "END ROAD" WITH OMH-3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. RECORD DRAWING p"p6c 2 044 -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1-1 -Q- INSTALL R1-1 STOP SIGN W/ STOP BAR. - INSTALL -5i.660 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. c -Q-) EXISTING UTILITY POLE --j/L- -ilL - zh EXISTING EDGE OF PAVEMENT - —FOL- - - EXISTING FIBER OPTICS LINE --EX-36"S— — EXISTING SEWER MAIN WITH SIZE - —OHL- - - EXISTING OVERHEAD UTILITY LINE N W S W N EXISTING FENCE LINE Q - —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. PORTER, y Z -/S76 DATE 10 11 PHASE 0 PHASE ,94 17 RW , RW -30' 30' FL FL VARIES 220 10' 20' 20' 10' P VARIES %M o r iN 2' TYP. ri�cri= 2q 2 TYP. 0 "��,�` •�;�.�ti��'� *2�o MIN. *27- MIN. I I 10-gm.00 11 o —N - --I �& 2 - 12 o , � TAr I -gT - -� 3 11c1 n 60 1 20' 0' libi 1 QZ)w w Z W o W > t= o 0 It m Q W + LdL 11 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE GRADE LINE SEE PLAN VIEW FOR -j LENGTH * SEE C.O.B. STD. DWG. STRUCTURAL SECTION H t+)Q waw PARAMETOERSLOPE 60' RIGHT—OF—WAY 1 d - z< MF - F - OX A TYPICAL LOCAL STREET SI OUa- `° ry NOT 1 5 F=-FF-W0Z 0 �t-t_ 0> w 6 U w p cr_ it m 0 uj w O Q O N W S W N U Z U ~ O 04 0 > Ui N O �InV)W:03 N mQW F+7 36 Qa- w + LL1 c) V) < I � OZ � V) N N12 35 s' tp Fv Q "l 20' 20' 1 w N 00 r — -- ---r_ ,- � 11 —. — N� I I 10-gm.00 11 o —N - --I �& 2 - 12 o , � TAr I -gT - -� 3 11c1 n 60 1 20' 0' libi 1 QZ)w w Z W o W > t= o 0 It m Q W + LdL 11 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 13 `1 J 14 \`a. .0& 2 _ NT 15 12+87.72 — — — O ■ N CURVE Y w w U LENGTH <4< gC,(n2 I DELTA H t+)Q waw q t Iwo En 1 d - z< MF - F - OX OUa- `° m 5 F=-FF-W0Z 0 �t-t_ 0> w 6 D O _j¢ z �V)� p Q .-.OZOzt� 00 Q O U Z U ~ O mo >w O a �InV)W:03 M74- 36 Qa- w u� c) V) < I � OZ � V ?QF - - r U 0) Q Q w N 00 r w 13 `1 J 14 \`a. .0& 2 _ NT 15 12+87.72 — — — O ■ N PHASES 2 &A3 � t � 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 7 + d- �z� HORIZONTAL: 1"=50' VERTICAL: 1"=2' N + to CURVE TABLE CURVE RADIUS LENGTH I 5 TYP. I DELTA ( q t 1 31.42' 1 2 3 `° 4 5 6 p 00 00 � a 00 w u� 1-i 06 0) Fin w N 00 w O m a O w w w w 0 wLL PHASES 2 &A3 � t � 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 7 + d- �z� HORIZONTAL: 1"=50' VERTICAL: 1"=2' N + to CURVE TABLE CURVE RADIUS LENGTH I TANGENT I DELTA Cl 20.00' 1 31.42' 1 20.00' 90'00'00" w z J O J 'S 0 0 5'14.5' ' TYP. Ep. ' 7' TYP. TYPICAL DRIVEWAY_ DIMENSIONS NOT TO SCALE - 15+67.72 42 -. 31I N 6 co 220' 0' 1 W cp W 1 I 43-� V)V r � _ = w LLi F- N� W � Z � N U- > (n J LO 04W V) I PHASE ,4 3 PHASE 2 31.42' 31.42' 3142' 31.42' ON CURVE! ON CURVE ON CURVE ON CURVE a - o O U N U co U co U-7 U m^ �� mLJ W0006 006 m06 w06 � n o C14 04 o.. .. ...... w ....... .................... En rz + EIUSTLNG GROUND- PROF/LE N q N 380:...:. _ _ _ + • .o A•T FZ0WZL NE ,' 3 — a 'r' 380 ............ _. . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 378 .......................................: : +o.z ..:. _off, :378 +o.0%.. +0.20 -_....... ........ +0_20% +0.20% . ..... 4;0.E0% .ECFV: -377 +0,80%* DE.S0Y FZOiKINE PRORLE 376 :.......:......... :...:...:...:...:...: CROSS=GUTTER ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10+00 11+00 12+00 13+00 14+00 15+00 16+00 WEST FLOWLINE PROFILE PHASE #3 PHASE 2 31.42' 31.42' i ON CURVET ir ON CURVE U7 UM �� UM,w ir Ute M w r_ ®00 mc6 wp6 M OM mM 04 f_ ------------� -- . . + EX,'STL�VG GROO/vb PROFL E . ; _. j �. - . 4 . = N o A T FL OWLINE 380:...:...: ..................:380 :...:...� ...........................••.........:.. + :...:...:... •"t . . . . . . . . . . . . . 378: ...:...........:...:...:...:...:...:...:...:...:. :+p50 378 +0. o ................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .. ... }�,5p% • • ......... .. ... : DES/GN fLOiK/NE P 641' . . . . . . . . . . . . . . . . . . . . . . . . . : . . . : . . . . . . . : . . . : . . . . . . . . . . . . . . . . . . . . . . . . 376 ................ :...........:. 76 ..-• ..................................••••........ 10+00 11+00 12+00 13+00 14+00 15+00 16+00 EAST FLOWLINE PROFILE U o_ Lu" LL p p U O w 9 2 z��� wZLLF cwnmiz�m'-'¢�=o a¢z0 im- z Wmm0 a'fnS W Z > WT 3 W=Wf/)2< ZF-0 Mo�W� F a) p ~ a�'a00�r0my-U W ozaFQrF-F-=o v z a W o Q LL . 0 Q m U tnW Y W iwz mz0 U)z>Fy wgzo=w w W �'•>OUZ=tna' �iaowfwzz� ¢F-=0ZWo00m ooi-Q§EWOZWE! wWzo¢ QwmOFYaSUFOUWO O W F-¢ WF-Woa F1 zpw f2tW69a, Oaoa=oo�o U= U w~ Q U¢� w F Z W U FL W�WZOW- a<cwi�Q¢Uw�ngO U)w�=Z¢UZ0 W a - Ou.WwWS z JO W UOam=F- ¢¢ai=:mo w W p~0 J f US �z¢o=>9Jov r pXF-6W WSWZpm W' Wp z?vim<D omwF-3`n0w-w ¢wpW ui 0* w W UOw Z � co y_ (f) b z W 0 M Wz2Lo W �� _ 7 °N M U 5 Ur ®)X� LLL ¢ U'°e Y Z c° m N ^M W wo w ti zM N a� N� Z o� W W o N T O CL L r.\�AEER * b coo a M -' W M U c v O- 4P ����s�93?! V) 00 rl o N z O U � � a 00 DATE 05/28/2013 0 PA JOB No. 2078B z � SHEET w 0 o- m 00 1_5_ OF 'I. SHEETS Fll Q p � a w u� w U w m a w w w w 0 wLL cc EL 0 0- r.\�AEER * b coo a M -' W M U c v O- 4P ����s�93?! V) 00 rl o N z O U � � a 00 DATE 05/28/2013 0 PA JOB No. 2078B z � SHEET w 0 o- m 00 1_5_ OF 'I. SHEETS CONSTRUCTION NOTES Q1 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. 3Q CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 0 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 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. ❑9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. F1-61 PROTECT IN PLACE EXISTING UTILITY POLE. 11 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 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.B. STD. DWG. ST -13. -+- INSTALL STREET NAME SIGN PER CITY STANDARDS. E�0 R 0 D R AW I N G VvA,ssf, 2.. Ot-m 2M FRZD W. PORTER, _. x 2 -lie DATE E CURVE TABLE W w LL INSTALL TRAFFIC SIGN PER CITY STANDARDS. CL ❑ a o w o 2 V RW RW CURVE RADIUS LENGTH TANGENT DELTA S op a z o w a R1 -1 INSTALL R1-1 STOP SIGN W/ STOP BAR. 30' 30' " wwW w Q z C1 20.00 31.42 20.00 90'0000 �m�oF�LLZaZ _c)- INSTALL 51gon LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. FL FL C2 35.00' 54.98' 35.00' 90'00'00" W = Q Z o m VARIES 2g 10' 20' 20' 10' M\N' VARIES " LL w z J Q (n M - - RIGHT-OF-WAY __� 2. ° Mj�V ° y .�--- C3 35.00 13.70 6.94 22'25 35 o o E= o z �; U U �, =\\' \\- M MP i-- C4 84.00' 197.70' 202.06' 134'51'11 u c _ � <, - = o ca � SEWER �\\\, -, �� 2 TYP. 2 TYP. 2 i n r w F- Q z W ,ate �- -� o / wxOw w�U s SEWER MANHOLE \% \,\,?% *2q * MIN. 2%° rti LLJ z 0 U) 25U) � o o = Q > L N 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - "``' `�" - !!= z cu J a o E x ~ z = Z v `° \� 1 lIl_,;, ,. Ila/! y/. n n n 0 z p ~_ Q 1- i- r p ti a CO 6 TYPE B CURB &GUTTER i- U z o w O to `� EXISTING UTILITY POLE W 4.5' WIDE SIDEWALK z 0 `� vo a m v otf � S J vjwY, zp IL GRADE LINE SEE PLAN VIEW FOR z z o a a z z o 3 V' °e COMPACT UNDER CURB, GUTTER AND (3.1 0.1 z W 0 o g w o w Z a j1L -& _ d1 EXISTING EDGE OF PAVEMENT *SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. wow z W o v Z F o o m 14.5 14.5to ST -11 FOR SLOPE DENSITY. w LL¢ Z f z z w W - -Eos- - - EXISTING FIBER OPTICS LINE PARAMETERS 60RIGHT-OF-WAY 'TYP. TYP.' Q z o o m w w cv - -EX36" s- - EXISTING SEWER MAIN WITH SIZE A TYPICAL LOCAL STREET SECTION p Q Q w w z o > " o Z co - x U N N NOT TO SCALE , a �Qw��c�a of a N� - -OHL- - - EXISTING OVERHEAD UTILITY LINE 7 TYP• o $ Z -w = o W o Q w W N - EXISTING FENCE LINE awozxp0zZ0 TYPICAL DRIVEWAY DIMENSIONS a Z a ~ w U x U W F Z w Q O Q --GAS- -- EXISTING GAS MAIN v- o w F w w O w LL- U NOT TO SCALE "zZ°w°�a~zZzv --EXWTR- - EXISTING WATER MAIN `w' Z o LL o ^® z�OwpOa- -- 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE 0 0 W = ? Z c o 0 of PER CITY STANDARDS. Z_ o J w E W 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W o W Q Z �w xwo r 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. W a � � Z > � m a � L mwcow 0=)Zm�w ovZ�Zzp*m <W V,LUo o- F- IZr sal SWI V I—- _00- 0a:< F4 9'60 FL 9+11. PHASE 43 M OLERO AVENU 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 1I=4.5 R=55.0 PHASE x 3 A 4 3 31.42' _ _of 0 ix ON CURVE mr- wr- ANO wcV oLd0 =� 07 U� O^ O-�r,: CLP ¢ON M� m� W� MM pO�M mN)M pM 0�Fr. ISM 0) M + 0L6 r00 J W LJt_ co ± + M + 00 + U [L + J c0 + -i ao n O L U -LL_ / r ...... u..........................4....�J. ............ �. \. Lo O :380 380:...:----- --- -- :. :..:...:...:...:...:...:...:...:...:...:...:...:..::...:...:...:.. �...:........ ...............T-- :...:.. . L__a,,1sT1N6 GROUND- PROFILE : 378........ ................................. .....................A.......................:...:.................... I....... 0.21%...:...:...+�ioo :...:...:378 T Fc OWLINE -0.27% +0.21 % : : : : : : : : : : : : % : : --0.27% : : ------.. ........... .0:25%....... ......................................... ............................................................. ........ :DESIGN .fZON2INE PROFILE 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 PHASE 3 54.98 31.42' ON CURVE ION CURVE U O) U W M d'I- CL Of co CC N pato WN NO=CO m0 wco M . c6 Lu r�z n mMM n ^M 0)M M cJ It; i� . . \ \ . .(N . . . . . . . . . . . . . . . . . . . . . . .0 . O+ U lite -� + . 380 :...:...: - -. ... r . '- Lo ow ...................................................................... i -_ N-.---- _ _-_-- cot. �T -- -- _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. -- ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISr,'NG •GROUND PROFILE 378: ...............:...:........ ......... ..................--.........:---4r FcoW�I.........----.... :.............................. -.0.23%....----------------'378...:. +0.21%-4.4 ..................................... ................... . 1JESIGN fZ0N9JNE PROf7LE 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 - N 00 N Lo 0 rn 3 a a M 0 I F- V) 00 0 N 0 0 / V) c _ DATE 05f28f2013 PA JOB No. 2078B WSHEET 0 / m 00 0 / OF 16 SHEETS r w Q w n. ?�. Lij LL LL. w W W 0 w Waw a o U w m w a c _ DATE 05f28f2013 PA JOB No. 2078B WSHEET 0 / m 00 0 / OF 16 SHEETS r Z 0 Lu c _ DATE 05f28f2013 PA JOB No. 2078B WSHEET 0 / m 00 0 / OF 16 SHEETS r LANGLEY B.N.S. F. ROAD RAILROAD I I t— E� SWR— --I 10+00.00 11 I i i PAVEMENT DELINEATION LEGEND L1 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 STRIPING SPECIFICATIONS NEW 1 POST SIGN. 1. PAVEMENT STRIPING AND MARKING SHALL CONFORM TO CALTRANS 1 POST SIGN. STANDARD SPECIFICATIONS, LATEST EDITION, SECTION 84-3 "PAINTED 23+ 71 TRAFFIC STRIPES AND PAVEMENT MARKINGS". APPLICATION OF GLASS OM1 -3 - BEADS SHALL BE OMITTED. SNS -METRO - ROADSIDE SIGN & PAVEMENT DELINEATION NOTES R1-1 - 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE W1-6 (L) - PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND R26(CA) - THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 2006. W31(CA) - 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER W1-7 - STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA/AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. LL 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION 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 CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. W 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. U 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH-02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, m PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. W 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. LANGLEY B.N.S. F. ROAD RAILROAD I I t— E� SWR— --I 10+00.00 11 I i i PAVEMENT DELINEATION LEGEND L1 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 Lj INSTALL NEW 1 POST SIGN. FUTURE 1 POST SIGN. �- SIGN LOCATION 23+ 71 SIGN CODES OM1 -3 - 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) - 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. RECORD DRAWING Vw�sE 2 01,`( BY: FRED W. PORTER, RCE M NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF STATION 18+23 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION. WOLF RIVER RIBSTON AVENUE AVENUE 21 22 23 24 25 26 27 28 29 ® I i + + I 4 R1-1 SNS -METRO R1-1 R26 CA ® Q FUTURE STREET LIGHT TURE STREET LIGHT22989----------- --- -- ------------- ------ -- --- --------- --- 2 22989dOiS R26 CA LL ■ — — — —Ex SWR--_ _ _ R26 CA �X SWR— — — — R26 CA LIMITS OF IMPROVEMENTS �� R26 CA ; � R26 CA LL — �— -- EX SWR — -- ® ■ r7 12 1i3 F 14 15 16 17 18 i 18+22.3 U' EX S�VV�R -- --a-� _ _.� ; — L_21+52.71 • —EXS&— -— On —_ J l —� ! - 18+7 .71 ■ ■ o o- o---— o o ■ _05 a— INSTALL END OF ROAD -J BARRICADE WITH W31(CA)/OM1-3 ; SNS -METRO ; — W1-7/OM1 -3 SNS EX FENCE TQ N ® iLi ■ V);� W1 -6L OM1 -3 EX R/W ■ FUTURE (IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS) EL TORO VIEJjl#,,� SN DATE i (CA) R26 CA U LL CE20 worn w p w F m WWW -ZpLLw cn m W m F w aO ��Fp�FLLpa w=Qz~zwWza wcnxwv'p>�Om�= Z HO(YEOZ�0(4U U O wxOW=wcnU�a z~-v'x'ou a4x gH 25p, -w- oz° a��' Fo vSwpwLL�OUZQZ0 a �m 0 253:gwoo� CL ww>_>pUZxa:w mwQw�„F11,�-cn0 aFFOZ230om oo-zQ� � wwzo¢ z�OWpWaf-00 cnaWaw~�0za- LL Ow w oao°xicw.�O�vaip V H z ww ow Q O W " z m n~ z z z M C7c=nO wu- w> U cow D x U Z Cl zZQ o8Oa2xF -i�t-¢cW>m00 90w60-6 1 atOx j::Qz-x>0.-two � > Q LL z — Lu <0 u- co 8m(nn� c9mU`nww Q W s W W d Z O j m ii0)ws0gwzD i-F-Dd1-UC]wam I I COUNTY OF KERN 0 CITY OF .BAKERSF IELD �.a- ■ 32' WIDE PAVEMENT SECTION - - __PROPOSED) CITY LIMITS SCALE: 1"=50' V z 0 o M WZ0)ul Lu <G > N N f6 M U U o� LDX LL c/),�p� V u Z f4 m N ii <_co W a o `OZ5 z � M :.i. 'n � V N C_O Z o� LLJ W o N ry O CL L ® �— -- — EX GAS — 22 23 23+ 71 0 CITY OF .BAKERSF IELD �.a- ■ 32' WIDE PAVEMENT SECTION - - __PROPOSED) CITY LIMITS SCALE: 1"=50' V z 0 o M WZ0)ul Lu <G > N N f6 M U U o� LDX LL c/),�p� V u Z f4 m N ii <_co W a o `OZ5 z � M :.i. 'n � V N C_O Z o� LLJ W o N ry O CL L \NEER * b/ 0 a r) -� W 3 M > U �v> U O o�b�ls�93b � SSP I co O M U i I- U) c I r O p N Z i 0 0 H 0 ! (n 00 _ DATE 05/28/2013 PA JOB No. 20788 j � SHEET Lu 0 a m 00 0 N OF 15 SHE Q W LL W W U CL m C0 W . W w (1) W W LL o a LL. a o a \NEER * b/ 0 a r) -� W 3 M > U �v> U O o�b�ls�93b � SSP I co O M U i I- U) c I r O p N Z i 0 0 H 0 ! (n 00 _ DATE 05/28/2013 PA JOB No. 20788 j � SHEET Lu 0 a m 00 0 N OF 15 SHE CONSTRUCTION NOTES M CONSTRUCT PAVEMENT SECTION AS NOTED IN PLAN VIEW M REMOVE EXISTING CMU BLOCK CURB. ryi REMOVE EXISTING SHRUBS AS NECESSARY FOR CONSTRUCTION OF NEW PAVEMENT, PROTECT EXISTING IRRIGATION SYSTEM. M REMOVE EXISTING APPURTENANCE, COORDINATE WITH OWNER. 5� SAWCUT 1' OR AS DIRECTED BY CITY ENGINEER. F6-1 PROTECT EXISTING UTILITY IN PLACE 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, 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. V) 0) C-4 n z CF Lt- 00 r- 0') C14 'cd C'4 (3 ry Lo Lj Lij 04 V) a- � Z 0 oon 0 Li 0 "U < 1 Z 0- 0 LLJ 0 a� :H -u-) 5' RIGHT-OF-WAY FOR HIGHWAY PURPOSES PER BOOK 764, PAGE 296 OF OFFICIAL RECORDS. 6 1 ro CLRB & CUTTER w EX. WATER VALVE z EX. OVERHEAD < UTILITY LINE U) Lu < F- C�l < X < Lij W LLJ IY :D U) 0 Ld X EX. HOUSE 30' 1 30' w f Li 0 I La w p4 F- t---------- _j 0 Ld EX. RIGHT-OF-WAY MAY35' ROAD ACCESS EASEMENT RECORDED =~��'"�`-`m�""�`� 5, 1938 PER BK. 764, PG. 296, O.R. -- - - - - - - - - - - - - - - - - - - - - - - - — - - - --— - - - - -- N f U-) 7 Q EX. SCRAP/DIRT PILE ---- --- QHE- zl> UJI -J 110 m < UJI < UJ :2 V) w x w O PROPOSED PAVING: 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 NOT TO SCALE B '-']\JSF RAJLROAD SEE DETAIL PARCEL 1 PJM. 5161 8K. 2 3, P ( Gj. 3 3 -3rL1k,r DUA Z -j '00 w Ld F- LL- 0 <go af V) z a - z < mw -wi c4i 0LL- LL - 0 w w 2% z NAT GIRD MIN NAT GIRD z 71 - - - - - - c - x 0 0 w V) z EX. BUILDINGS -------------J P,/\RCEL 2 F. IM, 5 16 1 8 K, 2 3, P G. 33 SE PHASE 1 1 1 LANGLEY ROAC CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T11=4.5 R=55.0 TYPICAL SECTION 1--1 NOT TO SCALE n I AKInI EV DnAn — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- ow <z- 35' a. w Z w SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD 3: w 0 -1w K w 0 ri a. NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD RIGHT-OF-WAY W Z J 00 24' -jlz- IzI - z11 EXISTING EDGE OF PAVEMENT �Nw11' - -OHE- - - EXISTING OVERHEAD UTILITY LINE n- Z I o CD 0 0 EXISTING FENCE LINE <2w -jmcLI 11 - -GAS- - - EXISTING GAS MAIN C4J - -WTR- - - EXISTING WATER MAIN NAT GRID 2% MIN EXISTING UTILITY POLE, PROTECT IN PLACE - = w w z z— O - — - — - — * — - EXISTING SIGN 1 f - 5' RIGHT-OF-WAY FOR HIGHWAY PURPOSES PER BOOK 764, PAGE 296 OF OFFICIAL RECORDS. 6 1 ro CLRB & CUTTER w EX. WATER VALVE z EX. OVERHEAD < UTILITY LINE U) Lu < F- C�l < X < Lij W LLJ IY :D U) 0 Ld X EX. HOUSE 30' 1 30' w f Li 0 I La w p4 F- t---------- _j 0 Ld EX. RIGHT-OF-WAY MAY35' ROAD ACCESS EASEMENT RECORDED =~��'"�`-`m�""�`� 5, 1938 PER BK. 764, PG. 296, O.R. -- - - - - - - - - - - - - - - - - - - - - - - - — - - - --— - - - - -- N f U-) 7 Q EX. SCRAP/DIRT PILE ---- --- QHE- zl> UJI -J 110 m < UJI < UJ :2 V) w x w O PROPOSED PAVING: 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 NOT TO SCALE B '-']\JSF RAJLROAD SEE DETAIL PARCEL 1 PJM. 5161 8K. 2 3, P ( Gj. 3 3 -3rL1k,r DUA Z -j '00 w Ld F- LL- 0 <go af V) z a - z < mw -wi c4i 0LL- LL - 0 w w 2% z NAT GIRD MIN NAT GIRD z 71 - - - - - - c - x 0 0 w V) z EX. BUILDINGS -------------J P,/\RCEL 2 F. IM, 5 16 1 8 K, 2 3, P G. 33 SE PHASE 1 1 1 LANGLEY ROAC CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY T11=4.5 R=55.0 TYPICAL SECTION 1--1 NOT TO SCALE n I AKInI EV DnAn CMU BLOCK CURBING 2 3: X 4 00 V) z -------------- f--Ell —7-PR—OPOSE—DEDGE OF —PAVEMENT 4 5 5 \,--EX. AT&T Fi] SHRUBS SPLICE BOX LANDSCAPED AREA 0 0 0 LANDSCAPED AREA GATE LANGLEY ROAD (MID-SECTION LINE/PROPERTY LINE) ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- AREA DETAIL SCALE: 1"= 17 KS"'\ 00 mu/Au Hl.I.tJJ tm1'-')r-mr1Nj I mr-t-umur-u MAY 5, 1938 PER BK. 764, PG. 296, O.R. 188' ----IL L F A R C F -I 3 -1;t1151' IRREVOCABLE , R REVOCABLE OFFER OF DEDICATION TO THE COUNTY OF KERN PER BK. 5190, PG. P.m. 5161 445, O.R. LANGLEY ROAD SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD [L (MID-SECTION LINE/PROPERTY LINE) Z) (n w u- 507' 110' - -"-AC AREA=17,430 gr - - - - - - - - - -- - - - - --------- - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- :: - ' - - N------- --7 --- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - M 0 H EC- - --OHF 36U-020-096 < EX. SCRAP/DIRT PILE I U_ < UJI — 4 Ld Z 0 Lu mlm 0 �- Ld < ujU) SCALE: 1 40' 0 20 40 80 PHASE 1 LANGLEY ROAD CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY n=4.5 R=55.0 I C SCALE: 1 40' RMEN9 mmomom 0 20 40 80 d Q 0duu -0 w t w o: M a ru), 01 mwcnwwaFo uj P o 0 g z 0 z 'Z. w1wM0->-wp o Lu LL 10- L'L LL I-- cn m Iwo J. g z 1-- 0 c') Ei 0 LL a It= 9 w< �g 6 z lo- 0 LL' Lo <oW=F-r1= Z Ot' t= < — �-- F- FF u0i z w3:23%za - 0 0 -z< c6 .0i 5 -j M Z 0 z 0 0-L, -0 UZ5 o C) CL 3: w 9 --3 co Z w m w w >og w w co) 0 cow �w- WR z z LL !21--Foz25oow LLI u- qo�<'W02L=- 0�-Zaj�wwwg9* z a W;� �- o o <wwpo%w-'050w ,6,M) z 0 0 � z LL. 8 < < g 'w' z w z w > w 0 z '-) o oz cz') 0 I IL) w t= Z< w < 2 LL I-- w 3: 0 g Lu LL w LL 0- m ';!� 0 w w � 0 w w z < 0 Z a 0 w w 0 LL. Z -10 W <-J =C)0fL5F--o 0) :<r c6 -- I 00 w <ow>w_jM,- ZOT5W=161;�oo [fw 10 > wo cn O > < z X: LLJ 0 cMn wp6ww.w'-'p' w W > W < 0 LL Z - cl) < cn >: w Lu 0 D Z Z LLJ 0 Lu Z -j 0 m < X -J , W Q 0_ �- Lu LLJ o 0 w Z co >- rj) mxDw=o1wZ=) �- �- 0 [L �- 0 0 w < m — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- o 0 a. w Z w SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD 3: w W) cr_1 LL w 0 ri a. NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD > w < o- 00 >- - - - - - - - - - - <L wi LL. 0 L---------------------- 1 En z --------------- Z < m 00 w w z z— - — - — - — - — - — - — * — - NAT GRD -i --j I CMU BLOCK CURBING 2 3: X 4 00 V) z -------------- f--Ell —7-PR—OPOSE—DEDGE OF —PAVEMENT 4 5 5 \,--EX. AT&T Fi] SHRUBS SPLICE BOX LANDSCAPED AREA 0 0 0 LANDSCAPED AREA GATE LANGLEY ROAD (MID-SECTION LINE/PROPERTY LINE) ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---- AREA DETAIL SCALE: 1"= 17 KS"'\ 00 mu/Au Hl.I.tJJ tm1'-')r-mr1Nj I mr-t-umur-u MAY 5, 1938 PER BK. 764, PG. 296, O.R. 188' ----IL L F A R C F -I 3 -1;t1151' IRREVOCABLE , R REVOCABLE OFFER OF DEDICATION TO THE COUNTY OF KERN PER BK. 5190, PG. P.m. 5161 445, O.R. LANGLEY ROAD SOUTH RIGHT-OF-WAY LINE OF BNSF RAILROAD NORTH RIGHT-OF-WAY LINE OF LANGLEY ROAD [L (MID-SECTION LINE/PROPERTY LINE) Z) (n w u- 507' 110' - -"-AC AREA=17,430 gr - - - - - - - - - -- - - - - --------- - - - - - - - - - - - - - - - - - - --- - - - - - - - - -- :: - ' - - N------- --7 --- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - M 0 H EC- - --OHF 36U-020-096 < EX. SCRAP/DIRT PILE I U_ < UJI — 4 Ld Z 0 Lu mlm 0 �- Ld < ujU) SCALE: 1 40' 0 20 40 80 PHASE 1 LANGLEY ROAD CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY n=4.5 R=55.0 I C SCALE: 1 40' RMEN9 mmomom 0 20 40 80 d Q 0duu -0 w t w o: M a ru), 01 mwcnwwaFo uj P o 0 g z 0 z 'Z. w1wM0->-wp o Lu LL 10- L'L LL I-- cn m Iwo J. g z 1-- 0 c') Ei 0 LL a It= 9 w< �g 6 z lo- 0 LL' Lo <oW=F-r1= Z Ot' t= < — �-- F- FF u0i z w3:23%za - 0 0 -z< c6 .0i 5 -j M Z 0 z 0 0-L, -0 UZ5 o C) CL 3: w 9 --3 co Z w m w w >og w w co) 0 cow �w- WR z z LL !21--Foz25oow LLI u- qo�<'W02L=- 0�-Zaj�wwwg9* z a W;� �- o o <wwpo%w-'050w ,6,M) z 0 0 � z LL. 8 < < g 'w' z w z w > w 0 z '-) o oz cz') 0 I IL) w t= Z< w < 2 LL I-- w 3: 0 g Lu LL w LL 0- m ';!� 0 w w � 0 w w z < 0 Z a 0 w w 0 LL. Z -10 W <-J =C)0fL5F--o 0) :<r c6 -- I 00 w <ow>w_jM,- ZOT5W=161;�oo [fw 10 > wo cn O > < z X: LLJ 0 cMn wp6ww.w'-'p' w W > W < 0 LL Z - cl) < cn >: w Lu 0 D Z Z LLJ 0 Lu Z -j 0 m < X -J , W Q 0_ �- Lu LLJ o 0 w Z co >- rj) mxDw=o1wZ=) �- �- 0 [L �- 0 0 w < m HEER Go 00 'q- '* 0 o 0 a. w Z w Z 1 3: w W) cr_1 LL w 0 ri a. L.L I 0 > w < o- HEER Go 00 'q- '* 0 N PI) n I > co b- oddX W lu /038 U) Z w EDATE 5/28/2013 -0 PA JOB No. 20788 0 N -- SHEET CL bi V) cn 00 r- 0 18 OF 18 SHEETS