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HomeMy WebLinkAbout1.1-6853 Ph 1 & 6 Rec DrawREVIEWED BY: 2_s- TRAFFIC ENGINEER, CITY OF BAKERSFIELD DATE REVIEWED BY: � 1 • AK RSFI LD CALIFORNIA 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. ' CONSTRUCTI DWY— DRIVEWAY ASSISTANT PUBLIC WORKS DIRECTOR CIT Y OF BAKERSFIELD DATE I GREENACRES TITLE SHEET 88 APPROVED BY.- END CURB RETURN SHALL BE P 02 GENERAL NOTES MATERIALS LIST BVC— BEGIN VERTICAL CURVE u MAX L ESTIMATED QUANTITIES FOR PLAN ° o GREENACRES DR. o .< CHECK D INSPECTION ow w OO JONAGOLD CT. & WINESAP CT. NOT TO BE USEDFOR BIDDING PURPOSES. © GOLDEN DELICIOUS CT. & PINK PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD DATE HOLLAND ST. Q W UCDW ry Z = w � p RAUL M. ROJAS R.C.E. 39880 COLLECTOR STREETS (ON —SITE) 1,190 LF RIBSTON AVENUE 0.30' A.C. /0.40' A.B. (EL TORO VIEJO ROAD) 41,190 SF ENGER ST, LOCAL STREETS 9,420 LF 29 0.20' A.C, /0.40' A.B. (LOCAL STREETS) 318,300 SF BELMAC AVENUE 6" CURB AND GUTTER 16,995 LF -N- nnI 15 6" THICK DRIVE APPROACH 23,200 SF BOLERO AVENUE 4" THICK SIDEWALK 56,300 SF AND STRIPING SURVEY MONUMENT ENCASEMENT 24 EA Owwcn� W¢wWZ_cnmQcn STREET NAME SIGNS 28 EA BENCHMARK USED : STREET NAME SIGNS (METRO) 4 EA �F-oa�0CQr<2 TRAFFIC CONTROL SIGNS 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 ' CONSTRUCTI DWY— DRIVEWAY FRONTAGE F I GREENACRES TITLE SHEET 88 ECR— END CURB RETURN SHALL BE P 02 GENERAL NOTES IMPROVEMEN BVC— BEGIN VERTICAL CURVE u MAX L OO ° o GREENACRES DR. o .< w GREENAC ES m OLEO m ow w OO JONAGOLD CT. & WINESAP CT. NAME LEGEND © GOLDEN DELICIOUS CT. & PINK PROJECT HOLLAND ST. Q W UCDW ry Z = w � p Cl� SITE =QO��gzz� QF-Sp Z W -OOm c RIBSTON AVENUE Q w Z° of 77 Q co w I-- 10 WOLF RIVER AVENUE ENGER ST, 11 WOLF RIVER AVENUE wQ� LL_ C�Of pQo 29 GLENN ST. � DATE 13 BELMAC AVENUE 14 COURTLAND AVENUE & McINTOSH WAY -N- nnI 15 CRISPIN STREET QuS� Jww22 O �J 16 BOLERO AVENUE VICINITY MAP NO SCALE SHEET No. INDEX ' CONSTRUCTI DWY— DRIVEWAY FRONTAGE F CD TITLE SHEET ADJACENT T ECR— END CURB RETURN SHALL BE P 02 GENERAL NOTES IMPROVEMEN BVC— BEGIN VERTICAL CURVE OF KERN EN OO EL TORO VIEJO ROAD EXISTING O TELSTAR AVENUE — OO JONAGOLD CT. & WINESAP CT. NAME LEGEND © GOLDEN DELICIOUS CT. & PINK LADY WAY M7 SUNCRISP LANE W UCDW ry Z = w � p Cl� RIBSTON AVENUE =QO��gzz� QF-Sp Z W -OOm c RIBSTON AVENUE Q w Z° of 77 Q co w I-- 10 WOLF RIVER AVENUE 21 11 WOLF RIVER AVENUE wQ� LL_ C�Of pQo 12 BELMAC AVENUE � DATE 13 BELMAC AVENUE 14 COURTLAND AVENUE & McINTOSH WAY -N- nnI 15 CRISPIN STREET QuS� Jww22 O �J 16 BOLERO AVENUE 17 EL TORO VIEJO ROAD SIGNAGE AND STRIPING 2cAP UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA �O�ND SLR�1c� s� DIAL I ULL I- KEL 1- 800 -?� / -2600 AT LEAST TWO DAYS BEFORE YOU DIG RECORD DRAWING P H A5 C S 2 ,a,vD C 8Y- FR LEGEND CL— CENTERLINE DWY— DRIVEWAY FL— FLOWLINE BCR— BEGIN CURB RETURN ECR— END CURB RETURN EC— END CURVE BC— BEGIN CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE EX— EXISTING BDRY— BOUNDARY — THIS SHEET ONLY STREET NAME LEGEND �i JONAGOLD COURT Q WINESAP COURT O3 GOLDEN DELICIOUS COURT . . COURTLAND AVENUE Q5 PINK LADY WAY W. PORTER, RCE 33443 EXP. LEGEND W Z w Z cn O ' �X SHEET INDEX NUMBER . . ---- DIRECTION OF DRAINAGE 26 OO CONCRETE MONUMENT of Z F-JZ + STREET NAME SIGN Of LL- _c> 5800 LUMEN STREET LIGHT WITH NUMBER oz a z -' � S w z 9500 LUMEN STREET LIGHT WITH NUMBER c J U Orh>wOQ z >_ to z z�aU. w - -- ° UQF-ZQ000 Cl- LL Q CITY LIMITS I CITY LIMITS) 22979 W Z w Z cn O ;22978 tYQ w H w O w m z w F ° . . 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ALL CONSTRUCTION SHALL 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 DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "'R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 1.0 FOOT BELOW FINISH GRADE ON LOCAL STREETS (1.5' TO 2.5' 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 ❑ 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 CITY STD. NO. DESCRIPTION ® ST -17 WIDE CROSS- GUTTER ❑ ST -18 MEDIAN CURBS (TYPE "M ", "M -1" AND "M -2 ") ❑ ST -19 HANDICAP RAMPS ❑ ST -20 PRIVATE STREET GATES ❑ ST -21 REFUSE CONTAINER PAD ® ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS ❑ D -10 AUDIO OUT SIDEWALK UNDERDRAIN ® D -11 IB -1 DRAINAGE BASIN ® D -14 CATCH - BASIN, TYPE "A" ❑ D -15 CATCH - BASIN, TYPE "A -1" ® D -16 GUTTER DEPRESSIONS ❑ SW -4 MANHOLE, TYPE "A" WITH DROP CONNECTION SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS ® T -1 STREET SIGN, POST TYPE ❑ T -3 MAJOR COLLECTOR. TRANSITION ® T -12 MINIMUM ACCESS DESIGN p U p a 0 0 wow co J ZO�W WZW{a- m w cl H w a H Q F�LLzaz �cnxwz0 >mco Fes-- Oar! =0 z�"n vi 2 zww�00a�c9m �wH3:QzC'n wx0WAWGO: 2 Q p Z Z U O w 2i O o Q Co W zaoQ W �a��Fo 00ZZ }w U a m U viw °wW�"6mzo ww>•>Ogoxww a W ZQ a MoZw000m W LL - 0 0 2� Q W W Z p 4 p zu-, - w...oz> zafowp=v�og Zpwwwct+-�pz<m O a Z a > 0� 0 O xU0 o U x U w Q V a a W F Z m Z U U Z p w h W W ZO W 1 > v W W � =F"UCw.�zO� p�xYOtixg =2 QJOWUOao�2- ul= JQU jJ Q c7cnwxx0a_QOp Z p _Ul/JW 0, 'm �ZF -x >pJR n uj wo0wIi Ooru-z w°°, w¢p -Z) >' w C �OW m O W Z z UZm G w m J a � J ' W U 3. O a ► wwUOwz (n }<n mmoaa�0owa� 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 ® A88A & B DESCRIPTION CURB RAMP DETAILS C2P MODEM INTERCONNECT/TERMINAL BLOCK 78 -1 TB -1 TB -2 78 -3 (Comm In) 7B -4 (Comm In) 78 -5 (Comm Out) TB -6 (Comm Out) IN7FRSEC770N LOCA7708 A n TOP VIEW IN7ERCONNECT DETAIL NTS ?5mm) 2 "(50mm) CONDUIT 2 (50mm) CONDUIT 3 (75mm) KNOCKOUT CLEAN CRUSHED- ROCK SUMP, SEE a STD PLAN ES -8 FOR SEC77ON A -A DETAILDD11101VAL S. NG.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EX7ENSION SIMILAR) MUL 77 -DUCT N IS 7RAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL AR7ERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR S7REEIS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROl4DED FOR IN THE CITY 77?AFFIC COMMUNICA7ON MASIER PLAN. MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7ON BACKBONE ROU7ES SHOWN ON 7HE CITY 7RAFFIC COMMUNICA7ON MAS7ER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2 "(50vnm) SCHEDULE 40 CONDUIT UNDER SIDEWALK W77H PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXFS SHALL BE NO 5 W11H EX7ENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWE N PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 86 -2.05C 'INSTALLA77ON" OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL IN7ERCONNECT CONDUIT FOR INSTALLA 77ON OF FUIURE CONDUCTORS O,n , TB -1 7B -2 18 -J (Comm In) T8-4 (Comm In) TB -5 (Comm Out) T3-6 (Comm Out) INTERSEC77ON LOCA770N B LIDS SHALL READ "TRAFFIC SIGNAL " KNOCKOUT FOR 4 (100mm) MUL TIDUCT OR MULTI- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) fl 3 °(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES R 4 MI lES R =4 ( '(1.2m) MIN. 12m SWEEP TO PULLBOX NOTE. TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T- 34.DWG A 2 H 01 z a 1 1 N< 0 a: w OD qr M 1'e) U W cr 0 CL 3i 0 w I= U. in 00 N 0 3 0 0 d Z vJ o 0 M Wz22 �n W ` t- > o � N 0 ILL M 0 x co X 0 a) Y Z_ o CO N < M _; CO W v O z �� cq Z N� W o w 0 O I..L L INPUT PANEL 14 WIRE COLOR ASSIGNMENTS PIN FUNC77ON WIRE COLOR TB -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN WHITE TBl -3 WH17F B AUDIO IN BLACK 7BI -4 BLACK C AUDIO OUT RED 781 -5 BLACK E AUDIO OUT GREEN 01-6 GREEN IB -1 7B -1 TB -1 TB -2 78 -3 (Comm In) 7B -4 (Comm In) 78 -5 (Comm Out) TB -6 (Comm Out) IN7FRSEC770N LOCA7708 A n TOP VIEW IN7ERCONNECT DETAIL NTS ?5mm) 2 "(50mm) CONDUIT 2 (50mm) CONDUIT 3 (75mm) KNOCKOUT CLEAN CRUSHED- ROCK SUMP, SEE a STD PLAN ES -8 FOR SEC77ON A -A DETAILDD11101VAL S. NG.5 PULLBOX WITH EXTENSION (NO.6 PULLBOX WITH EX7ENSION SIMILAR) MUL 77 -DUCT N IS 7RAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED ALONG ALL AR7ERIAL & COLLECTORS7REETS OR AS DIRECTED AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR S7REEIS MAY BE ALLOWED WHERE ACCEPTABLE ALTERNATE MEANS OF COMMUNICATION IS PROl4DED FOR IN THE CITY 77?AFFIC COMMUNICA7ON MASIER PLAN. MUL 77 -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL COMMUNICA7ON BACKBONE ROU7ES SHOWN ON 7HE CITY 7RAFFIC COMMUNICA7ON MAS7ER PLAN, PULL BOXES ARE TO BE NO. 6. ALL OTHER ROUTES INSTALL 2 "(50vnm) SCHEDULE 40 CONDUIT UNDER SIDEWALK W77H PULL BOXES AT 400(120m) MAXIMUM INTERVAL. PULL BOXFS SHALL BE NO 5 W11H EX7ENSIONS AND KNOCKOUTS CONDUIT SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE HORIZONTAL). THE TOTAL ANGULAR BEND OF CONDUIT BETWE N PULL BOXES SHALL NOT EXCEED 180 APPROVED DEGREES. A PULL ROPE CONFORMING TO SECTION 86 -2.05C 'INSTALLA77ON" OF THE STANDARD SPECIFICATION SHALL BE INCLUDED IN ALL IN7ERCONNECT CONDUIT FOR INSTALLA 77ON OF FUIURE CONDUCTORS O,n , TB -1 7B -2 18 -J (Comm In) T8-4 (Comm In) TB -5 (Comm Out) T3-6 (Comm Out) INTERSEC77ON LOCA770N B LIDS SHALL READ "TRAFFIC SIGNAL " KNOCKOUT FOR 4 (100mm) MUL TIDUCT OR MULTI- CONDUIT SYSTEM (NOT REQUIRED FOR NO.5 PULLBOX) fl 3 °(75mm) MIN. CONDUITS SHALL BE SEC77ON B -B CAPPED IN PULL BOXES R 4 MI lES R =4 ( '(1.2m) MIN. 12m SWEEP TO PULLBOX NOTE. TO BE USED ONL Y WHEN CONDUIT IS ALLOWED TO BE PLACED AT GUTTER LIP LINE IN ALL OTHER CASES, CONDUIT IS TO BE LOCATED UNDER SIDEWALK AREA. T- 34.DWG A 2 H 01 z a 1 1 N< 0 a: w OD qr M 1'e) U W cr 0 CL 3i 0 w I= U. in 00 N 0 3 0 0 d Z vJ o 0 M Wz22 �n W ` t- > o � N 0 ILL M 0 x co X 0 a) Y Z_ o CO N < M _; CO W v O z �� cq Z N� W o w 0 O I..L L EER � b/ oo w K) J > U o 0. p w - �d U LO3?J vi Z Q J Z W 2i W 0 d. :2 1 f�J M co Lf) w 00 ~ (00 z J U� Q w � w H � I 00 r- 0 N Z ou) > GO DATE 05/28/2013 PA JOB No. 20788 SHEET W 0 ch a i M 00 2 0 N OF 18 SHEETS 1.1 - &?Y3 iww a 0 w t- �- w W 0 W U W m w ILL � w o LEE � rn Q o w W Of a EER � b/ oo w K) J > U o 0. p w - �d U LO3?J vi Z Q J Z W 2i W 0 d. :2 1 f�J M co Lf) w 00 ~ (00 z J U� Q w � w H � I 00 r- 0 N Z ou) > GO DATE 05/28/2013 PA JOB No. 20788 SHEET W 0 ch a i M 00 2 0 N OF 18 SHEETS 1.1 - &?Y3 CONSTRUCTION NOTES 171-1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, r� 0 CONSTRUCT 5.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. F CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. IF-5-1 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 � w 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 , Q > V AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F-91 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. F11-11 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.C.B. STD. T -24 INSTALL ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE . — — - DEDICATED BY SEPARATE INSTRUMENT). O CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. wd _j Q 0 z O EX RAILROAD < TRACKS �I II I i I. II 10+00.00/ lI I I I a I I II f U -�- INSTALL TRAFFIC SIGN PER CITY STANDARDS. LDSC CURVE TABLE a w o m ° J b CURVE RADIUS LENGTH TANGENT DELTA z° U) w w z R1 -1 -�- INSTALL R1 -1 STOP SIGN W/ STOP BAR. PL RW w w w z Cl 30.00 47.13 30.01 90'01 09 w D o a -O INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 3' q.5' a z U r z Z o zo i .. C2 30.00 47.11 I 29.99 89'5851 wa¢z�owmz RIGHT-OF-WAY FL '- o z cn ui U R BLOCK WALL �,; > F- ¢ I o (SEE WALL PLANS) Z o w U° Q° 0 co SEWER ` 11 34 Z �' z m _ wTOwQwcmnv' >_ } Eo ("so SEWER MANHOLE 8' z��!= �o °LLox > °N LS AREA 4' X200 Lu � n0 CUB FINISH ¢ °0r L: I< U � co 00 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 4-7 NAT GIRD p a t- ¢ - - >` p o a o GRADE 2g A��k �2 �� - - -- ado�lo °zmw x as r.� __,,.,, UW °w� mzo vJ �u- EXISTING UTILITY POLE 2� EXISTING EDGE OF PAVEMENT - *2 % - %" NAT vRD w w o} o "' o �- /1 `�` /. cnz� aw FoL- - EXISTING FIBER OPTICS LINE - - - - p �„ z w � W �, o � o uj 00 Q O — Z �Y Ll Z (� iV - - Ex36 "s EXISTING SEWER MAIN WITH SIZE COMPACT UNDER CURB, GRADE LINE z z W O W J °- 0 0 Z SEE PLAN VIEW FOR QX.°1°T�o °° N� GUTTER AND SIDEWALK < a v a cLn c� z p° Z o CO - -OHL- -- - EXISTING OVERHEAD UTILITY LINE (TYP.) 6" MIN. TO 90% 6' TYPE "B" CURB & GUTTER STRUCTURAL SECTION z ° z = o W o z¢ Q W o EXISTING FENCE LINE MAX. DENSITY. �N/ 5.5 WIDE SIDEWALK ° o 0 U) o OazaE -w> a u = °w�= ¢(wj¢O W - -GAS EXISTING GAS MAIN ?om�wwoZE * SEE C.O.B. STD. ' a_ J � z p � i 45 TYP DALE SECToON azcr,¢¢ wcn20 - - ExWTR- - EXISTING WATER MAIN DWG. ST -11 FOR z ¢ w w p aroar._�w= L.Lo SLOPE PARAMETERS A EL TORO VIEJO ROAD 2 - ° T 0 0 a 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE NOT TO SCALE PER CITY STANDARDS. z p T 6 � �zF -2>2 ao"LL 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. < 00 c ° z , a w = w O 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. w ¢ p ° z > m Q m m O W z J Z O¢ m Lu W Lu 0 u zQd> - CU) orm0oLu ¢� > W W W Of z W Ld 04 __j > V) N 0 Q W 3: LLJ (1) 21 22 23 24 2 `- 26 27 26 29 01 6i FUTURE 2q' 120' 1 FUTURE STREET LIGHT -\ BLOCK WALL (SEE WALL PL NS) t ( FUTURE 7 T TURE STREET LIGHT - - -� 3 - - - - - - - - - - - - - - - - - - - 229901 I --- - - - - -_ - - -- — — — - - - - - - -- -- _ - - - - -- — — - —_ 2 —j- --�1 ------ - - - - -- ------ Ex swR- - �n _ 9 (FUTURE) EL TORO VIEJO ROAD AND TRACT BOUNDARY: � - — -- -�� - - - - -- - EX SW -4- -- e I I I& � -- Ii -- - -- - -- - - _ _-EX SWP - -- -- 12 13 14 ,•45 1 16 17 18 - L o 18 +72.71 10 10 r 10 10 10 10 (n - EX GUARD POSTS AND wVALVE TO REMAIN IN PLACE �;N Ld;W C/) C/71 Q Q W D o;LL. �i Z +' 0 W �'. m YFiHJtJ L, 3 HIVU b CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. 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 CONQTRUCTED BY OTHERS 0) N N>_�' > r� 0 0mow Ld MI N NZO N 0 m m>0 OI � �ma I 0- N N= Q Q W N I F F- + � U F - - ¢D � w 0 U I I Z �o to co' > aJ� mw 00 ^I' I � �n 4 W , Q > V I 1 A 2. ' I ' 1 -BLOCK WALL I 0����5✓ \ co I 1 &.D 22989 3 . — — - > _ . JI 7 7 i t d� I I i 8 7 7. g -- - - - -20 - - -EX S R N N N N N N N N 0 0 D r` r` + Of �O Ln rn It � 0 (0 r- � n In Z > W W W Of z W Ld 04 __j > V) N 0 Q W 3: LLJ (1) 21 22 23 24 2 `- 26 27 26 29 01 6i FUTURE 2q' 120' 1 FUTURE STREET LIGHT -\ BLOCK WALL (SEE WALL PL NS) t ( FUTURE 7 T TURE STREET LIGHT - - -� 3 - - - - - - - - - - - - - - - - - - - 229901 I --- - - - - -_ - - -- — — — - - - - - - -- -- _ - - - - -- — — - —_ 2 —j- --�1 ------ - - - - -- ------ Ex swR- - �n _ 9 (FUTURE) EL TORO VIEJO ROAD AND TRACT BOUNDARY: � - — -- -�� - - - - -- - EX SW -4- -- e I I I& � -- Ii -- - -- - -- - - _ _-EX SWP - -- -- 12 13 14 ,•45 1 16 17 18 - L o 18 +72.71 10 10 r 10 10 10 10 (n - EX GUARD POSTS AND wVALVE TO REMAIN IN PLACE �;N Ld;W C/) C/71 Q Q W D o;LL. �i Z +' 0 W �'. m YFiHJtJ L, 3 HIVU b CONSTRUCT MIN. 0.30' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. 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 CONQTRUCTED BY OTHERS ml z 0) N N>_�' > r� 0 0mow Ld MI N NZO N 0 m m>0 OI � �ma I 0- N N= Q Q W N I F F- + � W ¢ ¢D � w 0 U I I Z �o to co' > aJ� 00 ^I' I � �n 4 W , Q > V I 1 A 2. ' I ' 1 -BLOCK WALL I 0����5✓ \ co I 1 &.D 22989 3 . — — - _ . JI 7 7 i t d� I I i 8 7 7. g -- - - - -20 - - -EX S R 22 2 23 I e e 2 21 e 21 +52.71 10 7 e EX FENCE AND OVERHEAD) Nor^, UTILITY LINE EAST OF R / W CENTERLINE TO REMAIN IN J �� PLACE T= INSTALL W31 (CA) SIGN WITH OM4 -3 MARKER AT PHASE n BOUNDARY OF TRACT IF ADJACENT TRACT IS NOT CONSTRUCTED AT THE SAME TIME. REMOVE AND SALVAGE SIGN WITH CONSTRUCTION OF ADJACENT PHASE. I i U) Q z �0W ct W O� - -- - -- 0 OLd 23 +22.71 g- *n _j i W � 0 !T—Z 37 HORIZONTAL: 1 " =50' VERTICAL: 1"=2' NOTE: EL TORO VIEJO ROAD OFF -SITE IMPROVEMENTS TO BE CONSTRUCTED FIER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. J WITH RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. I� PHASE 2 PHASE 3 47.11' 47.13' 4711' 47.13' ON RVE I ION CURVE I I ON CURVC! ON CURVE I Cn�icO LY(nIm Of Ln 'd- ofId N} to IY10 wI�-0 I(0 w t N >-0_100 F- 00 0 - � UINU N U;�ri 1�� r` 0 UI ZtC) mZ W m WI ml W Nm N LUif �QI-IQ I O O • d N D O� d d d CD N W 00 W� r- I r r- m r- OD 00 00 00 N Z d i W M M + U + n r- ui th i r7 � ! M O W I t� r- I !�' N O S O� NOI N NQi O I 01 m Of +Q� I + _ + +I �ml ��II 0), Q N CN Q� W Zi tYU Z J . . . . . . . . . . . . . . . . . . . . . . . .� _ - . . . . . . . . . . . . . . . . . . - _ . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . 1 382 :....................... W 382 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - fUTURE DEStGN FLOWZ /N£ EXISTING GROUND PR0E /LE .......................... i. - - - - -- ...... PRDRY. ................... .............. ..AT.FGOVYG /N£...... ..................... ............ .... ..... ................ .... . —0.20% — — — — — — -- — — — — — — — — — —- -- — — - -- —_ . . . . . . . _ r j 0.5 —- ±0 . 20� 380 : : . . . : . . . : . . . :380 28% -0.20% +0. 50-0 0- 55q .......................... ............................... .. ............. ........................ ........... ...... q..... ......................... ....... .... . ... ...... - - 0. _ DES1GN FL 4N2 /N£ PROFILE 378 ........... .:........... :...:...:...:...:...:...:...:...:...:...:...:...:...:.................. . ................................. . .............. :...:........ ................................ ....... ..............:...:........378 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 WEST FLOWLINE PROFILE P M co N 0 uj ,L > U �I� I 0- w w Z 0 ° m z U-3 � z w � � w W U �a to co' > aJ� 00 � �n 4 W , Q > V d 0 U U O 0����5✓ \ co 9 49 3d I i U) Q z �0W ct W O� - -- - -- 0 OLd 23 +22.71 g- *n _j i W � 0 !T—Z 37 HORIZONTAL: 1 " =50' VERTICAL: 1"=2' NOTE: EL TORO VIEJO ROAD OFF -SITE IMPROVEMENTS TO BE CONSTRUCTED FIER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. J WITH RAILROAD GRADE SEPARATION, IMPROVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS. I� PHASE 2 PHASE 3 47.11' 47.13' 4711' 47.13' ON RVE I ION CURVE I I ON CURVC! ON CURVE I Cn�icO LY(nIm Of Ln 'd- ofId N} to IY10 wI�-0 I(0 w t N >-0_100 F- 00 0 - � UINU N U;�ri 1�� r` 0 UI ZtC) mZ W m WI ml W Nm N LUif �QI-IQ I O O • d N D O� d d d CD N W 00 W� r- I r r- m r- OD 00 00 00 N Z d i W M M + U + n r- ui th i r7 � ! M O W I t� r- I !�' N O S O� NOI N NQi O I 01 m Of +Q� I + _ + +I �ml ��II 0), Q N CN Q� W Zi tYU Z J . . . . . . . . . . . . . . . . . . . . . . . .� _ - . . . . . . . . . . . . . . . . . . - _ . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . 1 382 :....................... W 382 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - fUTURE DEStGN FLOWZ /N£ EXISTING GROUND PR0E /LE .......................... i. - - - - -- ...... PRDRY. ................... .............. ..AT.FGOVYG /N£...... ..................... ............ .... ..... ................ .... . —0.20% — — — — — — -- — — — — — — — — — —- -- — — - -- —_ . . . . . . . _ r j 0.5 —- ±0 . 20� 380 : : . . . : . . . : . . . :380 28% -0.20% +0. 50-0 0- 55q .......................... ............................... .. ............. ........................ ........... ...... q..... ......................... ....... .... . ... ...... - - 0. _ DES1GN FL 4N2 /N£ PROFILE 378 ........... .:........... :...:...:...:...:...:...:...:...:...:...:...:...:...:.................. . ................................. . .............. :...:........ ................................ ....... ..............:...:........378 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 WEST FLOWLINE PROFILE P M co N 0 uj U) z O U) w DATE 05/28/2013 1 PA JOB No. 2078B SHEET OF Ifb SHEETS ,L > U �I� I 0- w w Z 0 ° m z U-3 � z w � � w W U �a to co' > aJ� 00 � �n 4 W , Q > V d 0 U U O 0����5✓ \ co 9 49 3d U) z O U) w DATE 05/28/2013 1 PA JOB No. 2078B SHEET OF Ifb SHEETS CONSTRUCTION NOTES CURVE TABLE W INSTALL TRAFFIC SIGN PER CITY STANDARDS. ° a o ,,, O �„ U COUNTY OF KERN CITY OF BAKERSFIELD CURVE RADIUS LENGTH TANGENT DELTA Z Z w o W � z 1 CONSTRUCT 6" CURB &GUTTER PER C.O.B. STD. DWG. ST -1. R1 -1-cr- INSTALL R1 -1 STOP SIGN W/ STOP BAR. w z E C1 20.00' 31.42' 20.00' 90'00'00" W m w- w W Q F- o ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. NOR RECREATION & PARK � � � � ':;-c F o � F < o a � INSTALL 6',800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. RW rx1571NG 11vJPR[7VrIY1EN7S RW C2 20.00 31.41 20.00 89'59 36 w Q Z F- z � w o° o 3❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". " w _ �, v, o w m U„ F- - - RIGHT -OF -WAY 30' - 30' C3 20.00 31.42 20.00 90'00 24 o o o J j C6 0 (D ° EX FL FL wmm3: mmmzm w Z rn� 4 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. -- SEWER z w z cn w - Q � z o - 10' ± -- 20'� 20' 10 wxaw =wcnU�LL 5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. a m 0 _ LL _ � s� SEWER MANHOLE o" -. ° a o ° F-- Q , o N SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR EX -EP 16' -20'± Q m ° z z v w - To �? �a00aw0�cnU w M r 6 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. I o ��N VARIES o o a Q m a U co �P U�z° w O cn SAWCUT �" Q��a�LL�az }w °'x CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING �, EXISTING UTILITY POLE 21 " " "' ` °° `'- 7 5' 2 TYP. viw�wwvi�mzp <<1 eLL PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. I� *2% MIN ~,l o o m o 0 0 o a uJ cc F- - CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED - -% �� - EXISTING EDGE OF PAVEMENT ',;,y o w Z > o z � a) o Cl� m N - - - -� AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. - -FOL - - - EXISTING FIBER OPTICS LINE '' 6" TYPE "B" CURB &GUTTER ® RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. - W/ 4.s' WIDE SIDEWALK o ¢ ¢ w °w Z Z M — x35 " s — — EXISTING SEWER MAIN WITH SIZE GRADE LINE zoo 'woi<�zoo `� 10 PROTECT IN PLACE EXISTING UTILITY POLE. - -oFL- - - EXISTING OVERHEAD UTILITY LINE SEE C.O.B. STD. DWG. COMPACT UNDER CURB, GUTTER AND <a � a W � U z o a Z o ST -11 FOR SLOPE SEE PLAN VIEW FOR SIDEWALK (TYP.) 6" MIN. TO 90% MAX. z o w w w w w o z Q W W o d Z - 2 O W U Q 11 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA EXISTING FENCE LINE PARAMETERS STRUCTURAL SECTION DENSITY. a o a = o >o ° "' o V T U w F- z w Q O w L` UNDER CROSS- GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' EXISTING GAS MAIN v z o m a w z z 2 - CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 _ NOTE: RIGHT -OF -WAY NORTH OF CENTERLINE TO BE W m > Q o W ° � o - -r `s'1F- -- EXISTING WATER MAIN DEDICATED TO CITY OF BAKERSFIELD BY SEPARATE `n m = Q Z Q w w ° 0 INSTALL "END ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE Z J o W o w ow Zw _ D INSTRUMENT DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE < _ o 0 ° °; ° o 60 RIGHT —OF —WAY - QU> PER CITY STANDARDS. z`nw= :ZQQOO OO 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. A TE STAR AVENUE SECTION Q Q o FE > > o � F_ _ INSTALL STREET NAME SIGN PER CITY STANDARDS. DATA T n+ NOT TO SCALE E w o W w w z w o m 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE UNLESS OTHERWISE NOTED. ° w ,n � m wQ°�z >�co D rFLF -- c7Zn- m WOFjz�?00Qm Qw -J� WU§a >F- wwUOwzQm> to S S D x S O of W z Ht— °a I — U°aQ� 1a 11 Z O w F_ z U J >_ W F 0�Q ®ZO 0 of U � NOTE: CALLOWAY FRONTAGE ROAD IMPROVEMENTS TO BE CONSTRUCTED PER SEPARATE IMPROVEMENT PLANS UNDER COUNTY OF KERN ENCROACHMENT PERMIT. 31.42' O CURVE U W t\ CITY OF BAKERSFIELD PHASE 1 TELSTAR 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 11 =4.5 R =55.0 w 31.43' rrppm 31.42' co ON CURVE 6 w �M ON CURVE 0V U.. to mU U UU U (Ot m rj O O M O O M M O .3 r, r,OI O ..... N U II II . . . . r7 i lJi LJL. Lo 380 + to + ow . . . . . . . . . . . . .2 ............. �`! N r Zo ....... . .. ........................... .......... �,...,_ .........._ .-- :- .................. .i -- I -... .................... ...... ..... : + w uj 'N' 31.42' O CURVE U W t\ CITY OF BAKERSFIELD PHASE 1 TELSTAR 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 11 =4.5 R =55.0 w 31.42' rrppm 31.42' co - ON CURVEI 6 w �M ON CURVE 0V U.. co UO U VI U O p n rj O O M O O M M t'7 M r- . ..... N O O EXISTING GROUND P,R0I71F - . . . . w . . . . . RECORD DRAWING P /+As e-5 : ,4PJt) b BY: FRED W. PORTER, RCE 33448 EXP. Q•- a°O 31.42' ON CURVE rrppm 31.42' ON CURVE co m 6 w �M C6 m (6 W M OM 0.; VI U O p co W cD m r,: W M M 0 Lo r. r- . ..... W O O EXISTING GROUND P,R0I71F - . . . . w ATFZbiLNF _ N + Oi DATE a. II.- V W W UW Q z � W V W cn -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' C4 31.42' 31.41' I ON CURVET _ ION CURVET w MU►o co U(oo VI U to cp m co W cD m r,: W M M 0 M M M W O O ai CV w {� 0}0 380 ....... . .. ........................... .......... �,...,_ .........._ .-- :- .................. .i -- I -... .................... ...... ..... 378:...:...... ?9 ... - -- - -- - -- -- -- - - -... -. -. ... ....... 378 0.4f Ar Q +oe - : ..... ............. X25 /. — ;e.g : +o.�,� : : -0.20% ±o.� ,54 pp% . .22'� . DES /GN R . . .E PR . . . . 0% . _p 58% +� ' : . DES/GN- fzowm- P- omf . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 376 376.......... - ....... ............................... -----. ............................... .........: .. ..... ............................... . . . . . . . . . . . : � - . . . . . . . . . � 51' •. . . . . . . . . . . . . . . . . . ....................................................................... .................. ............. .............. ............................ . ......... ..... I................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 19 +00 20 +00 21+00 SOUTH FLOWLINE PROFILE co N \NEER * b/ ao W Q. M O Lai V d U o- d cr_ /9321 * S�P� Z Q J H Z W 2 W 0 W W rlyo F- Cn U) Z 0 W W M W Lr) D 00 z CO > LLJ � a C) ¢ Q� J H DATE 05/28/2013 PA JOB No. 2078B SHEET OF tg SHEETS l l L11 L' Z W w H W U W > Z {� 0}0 W W 2 w uj u�W a o a \NEER * b/ ao W Q. M O Lai V d U o- d cr_ /9321 * S�P� Z Q J H Z W 2 W 0 W W rlyo F- Cn U) Z 0 W W M W Lr) D 00 z CO > LLJ � a C) ¢ Q� J H DATE 05/28/2013 PA JOB No. 2078B SHEET OF tg SHEETS l l L11 L' Z CONSTRUCTION NOTES -ff- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. {} INSTALL 5,860 LUMEN STREET LIGHT PER C.O.B. STD. DWG. S-1-14. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". - - RIGHT-OF-WAY ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DING. D -14. - SEWER F-51 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. r SEWER MANHOLE E SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR 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 PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ❑ CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED ��� -��- -- EXISTING EDGE OF PAVEMENT 8 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. - oFiL EXISTING OVERHEAD UTILITY LINE 11 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA 0 - -<l 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 - 121 TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 -- EXWTR- EXISTING WATER MAIN INSTALL "END 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. -t-- INSTALL STREET NAME SIGN PER CITY STANDARDS. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. U II U' T 0- 00 O CD to 00 0 Lo .9x + r j +n!. of O`n! RECORD DRAWING rlft .4S tS I- A"6 6 �� J "+ ��j o . 0 _jTi 2 1 ml I OI O O N + R R 30' � 30' F L FL VARIES 29 -10' -20' T 20' °M �m ,I - 4�q1 I 9> Y I P 2 2q T P. 1 2 TY. al, , *.2% MIN. 2� MIN -� i * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS j !1 20 0' 10 i/5 ®Y: FRED W. PORTER, CE 33448 EXP. DA 2 I ;I I II I 3 I I \ 5 TYP; C GN` 2 � 0 II 110 +00.00 FL 9 +28.23 ! , (� co - T I' ° 3 li 10 o ! I 22965 �I I 3 ii 6 I II LLJ LLI i D. < < X01 0' 10 Q = i = °1 cL I iI U 4 �! u 3 4 ��_ co III Cl �� + COs, °;= _ � � �- �X 0000 + N I X 0001 0 F-- z W EN CN <_ ++ °' a o� + aI cn w = a�rn J �I �+ +1 J > V) u_u_i w �� �� �- < W PHASE 1 & 6 c' JONAGOLD COURT GRADE LINE SEE PLAN VIEW FOR--' STRUCTURAL SECTION 60' RIGHT -OF -WAY CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. 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 IDENTICAL POINT NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 I _I !ON CURVE 0 c cn o1 II o-i1 w a_ cri I� n r M! G)i N' N!�. In Cq M AIM In . c6l r- Lo Ill of NM + N Q+ NI . 38 0 . °' o ±I .... .... 380 . J �` : � ~I . . .FLOW INE I li PROF /LE ...... ............. - .. . - • : .- 378 378 : . . . : . . . : . . . : . . b C . . : . . . 9; _0. G GRO UND _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E . . . . . . •31 -/ . . . . . . A T R OWL/N: 376: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 376 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE q�� P 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 CURVE I a' i ION 1CURVE O S 0 �� bj cr' fr rn r Q� U��� U cb� pegn N a.� 0)i 0 to m � �' N pp in .� � M AIM M . N +I N +I N . + rn 380........ :.......�. + O a.. +, . :...:...:380 J .DESIGN . w , _ . . . . I'- FLOKINE lJJ O : : : : .PROF /LE i° 9 Uc0 < -f W 0 5 U 378:...:...:. - ..= . -:: -: -0- 378 c ) i LL 0�QOv�iozOr�j� c cv ww >- >00vOT�U-1 " EXISTING GROUND PROFILE .54 i1! NO co : A T F.L OV'✓UNE . . . . . . . . . . . . . . . . . . : . . . . . . 376 :................. ..............................: . . . . . ..:........376 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE IDENTICAL POINT NOTE: ENTIRE STREET SHALL BE CONSTRUCTED WITH PHASE 1 I _I !ON CURVE 0 c cn o1 II o-i1 w a_ cri I� n r M! G)i N' N!�. In Cq M AIM In . c6l r- Lo Ill of NM + N Q+ NI . 38 0 . °' o ±I .... .... 380 . J �` : � ~I . . .FLOW INE I li PROF /LE ...... ............. - .. . - • : .- 378 378 : . . . : . . . : . . . : . . b C . . : . . . 9; _0. G GRO UND _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . E . . . . . . •31 -/ . . . . . . A T R OWL/N: 376: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 376 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE q�� P 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 CURVE I RADIUS , LENGTH TANGENT DELTA C1 1 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' 268'49'50 "I w z J o o � 14.5' 14.5' ' TYP. TYP. ' -I - 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE - I P o a U 0 m O J V PP ,,. lU - V �w z �F w 0 HiozFw6ffi_=9 (� �zo Z���9 ( W Z Lij w Z rn Q � 8 5 F -= i20 i�� l lJJ O Z 5~ F 9 m m i° 9 Uc0 < -f W 0 5 U Q _N X (n Lw[J ° c ) i LL 0�QOv�iozOr�j� c cv ww >- >00vOT�U-1 " "_ _ N co Q ~H0Zw000�w i i1! NO co <00 zui U II U Lu r1 +)W 000) 0 ml aQO� `9 rn 00 LL') ri O OI u� r� Of x6v' + N o+ tti + N' �wg0 v� 7 `� + ° o 6 O +I 5 OUL a o F�oLj -j I II ( III ��<o ``I II I II_ I I I J II 16 Q`� a cn �, Z 1 ki 0',110' 8 r I J _000 I, I I•I ,I I 3 J 0 II Ez(n ~E)Z r ce 11 I Z m °�n C 2 5po-TYP. 10 +00.60 ! ° FL 9 +28.23 I M `J - - - - - - -_ ±- i I o 1 I 17 Il l I 0 it I� 2.2966 3 + QZ II I rll I � II II m! I II z 0' ' �0'I '10 J li U'O Irk= Il �w_I� 10 ? U a 11 12 iLj !! !; 1 ,t O! 2 N (p 0) U O U cn c d' t1i r6I 3: rn r` oo LL m Q < F I 3 °°IL N�� I J W o i ° ± F-- <W o_ W W - I P o a U 0 m O J V PP ,,. lU - V �w z �F cLLn m HiozFw6ffi_=9 (� �zo Z���9 ( W Z Lij w Z rn w S 0 W a W U 8 8 5 F -= i20 i�� l lJJ O Z 5~ F 9 m m i° 9 Uc0 < -f W 0 5 U zZUXZUF ( _N X (n Lw[J ° c ) i LL 0�QOv�iozOr�j� c cv ww >- >00vOT�U-1 " "_ _ N co Q ~H0Zw000�w i i1! NO co PHASE 1 & 6 ` WINESAPCOURT C o^1ST QC1_CD W kTN P}k asE 1I CONSTRUCT MIN. 0.20' A.C. PAVING OVER HORIZONTAL: 1"=50' MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. VERTICAL: 1"=2' COMPACTED TO 957o MAX. DENSITY TI 4.5 R =55.0 PHASE 1 PHASE 6 P 1 31.42' ON CURVET r__ r-0 U i-.4- II U r' of IdjD" (r Im o'Im 0) bi U; U10 o; i°i° icD 00a) �� m !� 4' ;� r- n 00 n O r- 380 ............... �? ." f.'°. "' +.r� ........ �.!"' I ............380 U �� Ni O +: N . it d of JO1 +I . ,0 . ............. r...L� .......... �.... . J. -- -- - -- - - . - • - - ........... 378 i :L EXIST,!NG' GROUND PR. 0FILE AT. . . . . . . . . . . . . . . . FOWLf/�%P . . . . . . . . .�` . 376 .............. +'0.��f . +oy °.� •2�V .................... 376 DESIGN FLOW INE PROFILE --' 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE 4 PHASE 6 PHASE 1 ~� 3__1.42' ' IDENTICAL POINT ! ION CURVET cp SIN° 0n II U ,o Of r- Of ff Lo O W co U U C6 co ►� 0) 1 co 0° 6 w co rry O I� O n inn M 0 n r7 n U Ij.L_u_ N O+ N 380 ....................... . . . . . . . . o . . J 0 . . . . . . . . . +.:. 380 0! a . Izo 378 ......... ...:.. .�.i...- ........... ....�... -: -- -- - -- - .... .............. 378 rIlvnLL /I/ FL Omum.. . . . . . . . . . .I : . . . . . . . +0.27% ` �. 1 -0.28 - +0.26 : : . �5 ,4 . - 376 :...:...:..... ...�.....................,,.... ...... ....:376 DESIGN FL OWLhUE PROFILE ... .......I ....................... 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE ..t iii H Q LLI W 0-1 LLI O �I w "I CL m Z w � W 0 ' w w m o a ILL I 1 a o na G�NEER Q. M 3 > U d ®v> U G Q o dr of M 00 N 0 a� 3 0 I— I I cn co r_ 0 z � o s 00 DATE 05/28/20 1 3 CN PA JOB NO. 2078E z W SHEET 0 a I m 00 r- 0 N OF 18 SHEETS ( i- 105 rIlvnLL /I/ FL Omum.. . . . . . . . . . .I : . . . . . . . +0.27% ` �. 1 -0.28 - +0.26 : : . �5 ,4 . - 376 :...:...:..... ...�.....................,,.... ...... ....:376 DESIGN FL OWLhUE PROFILE ... .......I ....................... 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE ..t iii H Q LLI W 0-1 LLI O �I w "I CL m Z w � W 0 ' w w m o a ILL I 1 a o na G�NEER Q. M 3 > U d ®v> U G Q o dr of M 00 N 0 a� 3 0 I— I I cn co r_ 0 z � o s 00 DATE 05/28/20 1 3 CN PA JOB NO. 2078E z W SHEET 0 a I m 00 r- 0 N OF 18 SHEETS ( i- 105 CONSTRUCTION NOTES z 12 d mi z O O 04 -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. M1 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, w co Q R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 0p k -c> INSTALL S,eoo -UMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. F-31 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". O� + + O - - RIGHT -OF -WAY ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. + C LL_ W ILL_ 3 J J J o l� N -- - SEWER ,F5_1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. N 378 ...............x.. O U- EXISTING GROI//�% ..... :...:.........- - - ......:378 , W �~J SEWER MANHOLE © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR 376 ............... DATE 0 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. ± .......:....376 EXISTING SURVEY MONUMENT - PROTECT !N PLACE. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING UTILITY POLE PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. DESIGN FL ON2>NE PROFILE ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED 10 +00 11+00 12 +00 EXISTING EDGE OF PAVEMENT AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. - -FOL- - - EXISTING FIBER OPTICS LINE F9_1 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 -c- -- 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 - - EXWT -- 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. af y 0_ rn WI i � 00 c0 m o 9 cy) Lc) Lc) O �Ao6 x�� RECORD DRAWING �� ��, N Ni ® +o �o 0 + ; 7 -i 60+ 8 LLI h II, I I II BY: FRED W. PORTER, RCE 33448 EXP. DATE j 1 if IN) 8 — i a t I \ 5 TYP. C � �� li 3 II ' -�- ' 10 +00.00 o 0 FL 9 +28.23 I = - - — —� 4----- - - - - -- - ❑1 & 2 o - - _ - - - -= o�i O 1O G� I o j 3 CO II 22967 9 PHASE 1 I z 12 d mi z O O 04 11wF- Q W Lj it 0O - - -� �a w co Q o 0 10 _ 11 W cn 0p k N cD U)O I CO O g� N� O� + + O + ri 0 m i Cfl W 1 tp O+�IM h + C LL_ W ILL_ 3 J J J o l� N - U + O _ -- - . . . . . . . . - - -- =- + '-� N 378 ...............x.. O U- EXISTING GROI//�% ..... :...:.........- - - ......:378 , W PROF /L£ A T PHASE 1 I I !i II II 12 d mi I--- O O 04 11wF- Q W Lj ±� W - - -� �a w co Q . . . . . . . . . . . . . . .oIC�W_ ri z °. W LLj . 378: cn GOLDEN DELICIOUS COURT CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID COMPACTED TO 95% MAX. DENSITY IDENTICAL POINT m 0000CD m TI 4.5 R =55.0 d m�toM I--- PHASE- 1 -- - - Li ULWi J N - - -� �a 31.42 . . . . . . . . . . . . . . .oIC�W_ ri z °. . . - -- -- —= . . . . 378: ION CURVE! 00 0p k l 000D � 1100 o O W N a-- I fr 1 Lo U)7 0 ' U) cj. < ui 6 a- c0 00 c0 m i Cfl W 1 tp m U.r)n h CD f Kj � j r- ►7 r') (D OIn In U 11 11 LJi � + �'� I N O+ 1 col N - zo + O _ -- - . . . . . . . . - - -- =- + '-� N 378 ...............x.. I U- EXISTING GROI//�% ..... :...:.........- - - ......:378 , w PROF /L£ A T 376 ............... DATE 0 05128/2013 ± .......:....376 SHEET 6 I OF 18 SHEETS DESIGN FL ON2>NE PROFILE 9 +00 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE PHASE 1 IDENTICAL POINT m 0000CD m viu� d m�toM CD UI II 11 r- Li ULWi J N - - -� �a + . . . . . . . . . . . . . . .oIC�W_ ri z °. . . - -- -- —= . . . . 378: EXIST /NG. GROUND .rn . . "J PROF /LE AT ' U) cj. < FL DW_/ 1NE 110 p) W co 00 00; LO 0L01 + O 31.42' Kl ION CURVET �ICD of ir__ m Cp WI6 I 00 M O N + ...........378 .... .................. ............. ............ 376 ................. +o. ... }x...............376 +0.28 +0'Q6slj .20'• : DES /GN FLOWL /NE PROf7LE J 9 +00 10 +00 11+00 12 +00 EAST FLOWLINE PROFILE R ' 30' 30' FL FL VARIES 2g —10, 20' - 20' --10' /V M 2' TYP. I 2' TYP. —_ MIN * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS HORIZONTAL: 1"=50' VERTICAL: 1"=2' GRADE LINE SEE PLAN VIEW FOR--/ STRUCTURAL SECTION 60' RIGHT —OF —WAY rA"-N TYPICAL LOCAL STREET SE NOT TO 0 > W ~ U 1D W W W = °O J > V) C5 3 o , P I ' III �- 32 i II ' 1 20' 20' 1 ry I ti 29 II ( � II 3 33 21 I ( 110+00.00 1 TZ II 34 111E b li tip¢ I — — I �a 6 1 20' 1 120' Ili bi Lu i - 10 � w w z IzLr)0- of zw o w °-t 1036 Li. V) I� w4 w 0Qw of ,0 Cj 0 ' U) cj. < 0 tom' RW L% VARIES + ` yFnl, ` — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. O O O O O C U m O 0 O I- 04 r� O CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C1 20.00' 31.42' ! 20.00' 90'00'00" L�C 2 3500' 27.13' 14.29' 44'24'55" 3 4200' 197.76' 42.76' 269'07'04" W _z J O C3 114.5' 14.5'! TYP. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS Eak z Li i-- 0 D W () Z M > <w w t I I �V) I II — — 3 I I i &�2 12 12 +80.001 1 1 I I I PHASE 2 11 i ' Ivl - i Q 0�LAj w 0 �j�2 ° �_ > + p! < w N W 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 NOT TO SCALE I Z' HORIZONTAL: 1 " =50' VERTICAL: 1"=2' 1_3_1.42' 31.42' ION CURVE! ION CURVE 0 rn UIN U!n 0 00 382 .........M: ....m� m ...uj100 .............................. C6 . w . ....... 382 m � - - - O M3 + . . . . . - cX1ST /1VG GROUND'11R01-1Z E . + . o : A j FL OWIINE 380 ...... ..........:............... :...: .......:...:...............380 ........... ........ ---'+o.50% : 378 ........: +0.26% +1 �0% ............378 DESIGN fZ0MJNE PROFILE ................... .............. ............................... 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE PHASE 2 _- 31.42' 31.42' ON CURVE!. ION CURVET BCD afIN x' frn 00 UIN U 00 mlOp WIC mt06 wlrn 382.......... ;... o� ....................... .......�iM....�............382 - - - -- - _- -- - -- -- -' - - O' 1....01.......... ...................N.... ............ EX,L.STINC CROUNC PROFILE . I. AT.FLOWLIN£ 380 ............ ...380 ............................ ............................ ... +0.26% 378 ........... - �. .......378 +0.5 �' DES /GN FLOWLINE PROFILE __). 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE 14 13 12 U o_ wLL1� w�� CO J ° o � w W z ° � (w!J W W� H W Q F- a w 0 }iOd w =¢z ~�z w °o �Oz Jc0 :nU :D LLI cn w LL I w cn U = z�c>�zZOW ❑� a 0 0? W Q O O O a ¢ F- = Z ES zzU[YZ°F- Q p L p Z } W CD W Y0zW❑OUw Q 6?000__.sz 0_qf -E02 0w �J pw p -= L ,i coo vS = ° oo"„ LLJ 0oo C Qw�Q;,,��Z ❑w zoz� =p,��Q4 0 <r E 'z2Jw¢OzO pHzw Qp(!�(nui m z z z C.. LLz IL W pw cwn w > v w z o 0 ° J "of �QJ 7 Q wO Ui w OW w >d� _ p 0 1 w1 00 _ ! F-- ' Zp2U(n,1;=wv U-) of1i�:wW=wp� W Q ❑IOiz (1)acUn >Jm w (rJUi7 :Zzd W co w° w w L m - 0 j = w L O� w z z f- k- 0dl -U0 2Q:2 U) 00 N Ln 0 U U) o R LU z �LO 5: .@ o N 0 ® x �X o6 L L () Y Z � N Q w Lu y o z �M [I f 0 ULI Lu o 0 0 L I I i tip¢ I ti 3 I� Lu L w cy) z z IzLr)0- 1 1036 ui O I� w4 w U ,0 Cj 0 ' U) cj. < W _z J O C3 114.5' 14.5'! TYP. TYP. ' 7' TYP. TYPICAL DRIVEWAY DIMENSIONS Eak z Li i-- 0 D W () Z M > <w w t I I �V) I II — — 3 I I i &�2 12 12 +80.001 1 1 I I I PHASE 2 11 i ' Ivl - i Q 0�LAj w 0 �j�2 ° �_ > + p! < w N W 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 NOT TO SCALE I Z' HORIZONTAL: 1 " =50' VERTICAL: 1"=2' 1_3_1.42' 31.42' ION CURVE! ION CURVE 0 rn UIN U!n 0 00 382 .........M: ....m� m ...uj100 .............................. C6 . w . ....... 382 m � - - - O M3 + . . . . . - cX1ST /1VG GROUND'11R01-1Z E . + . o : A j FL OWIINE 380 ...... ..........:............... :...: .......:...:...............380 ........... ........ ---'+o.50% : 378 ........: +0.26% +1 �0% ............378 DESIGN fZ0MJNE PROFILE ................... .............. ............................... 10 +00 11+00 12 +00 13 +00 WEST FLOWLINE PROFILE PHASE 2 _- 31.42' 31.42' ON CURVE!. ION CURVET BCD afIN x' frn 00 UIN U 00 mlOp WIC mt06 wlrn 382.......... ;... o� ....................... .......�iM....�............382 - - - -- - _- -- - -- -- -' - - O' 1....01.......... ...................N.... ............ EX,L.STINC CROUNC PROFILE . I. AT.FLOWLIN£ 380 ............ ...380 ............................ ............................ ... +0.26% 378 ........... - �. .......378 +0.5 �' DES /GN FLOWLINE PROFILE __). 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE 14 13 12 U o_ wLL1� w�� CO J ° o � w W z ° � (w!J W W� H W Q F- a w 0 }iOd w =¢z ~�z w °o �Oz Jc0 :nU :D LLI cn w LL I w cn U = z�c>�zZOW ❑� a 0 0? W Q O O O a ¢ F- = Z ES zzU[YZ°F- Q p L p Z } W CD W Y0zW❑OUw Q 6?000__.sz 0_qf -E02 0w �J pw p -= L ,i coo vS = ° oo"„ LLJ 0oo C Qw�Q;,,��Z ❑w zoz� =p,��Q4 0 <r E 'z2Jw¢OzO pHzw Qp(!�(nui m z z z C.. LLz IL W pw cwn w > v w z o 0 ° J "of �QJ 7 Q wO Ui w OW w >d� _ p 0 1 w1 00 _ ! 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D -14. ❑ 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 H EN TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING SURVEY MONUMENT - PROTECT PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. D CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED co oM — + AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9_1 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 10 PROTECT IN PLACE EXISTING UTILITY POLE. 11 I CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA UNDER CROSS- GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' 12 CONSTRUCT "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 o -- < }- INSTALL ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE . . . Lu . • . . . . . LL_ 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 � v11 15 ittl FL 9-"40-;76 17 �I FL 8+87.58 - FL 8 +89.00 PRC FL 8 +75.30 BC RECORD DRAWING P1ft5ES I- AAJp L BY: FRED W. PORTER, RCE 33448 EXP. DATE COUNTY OF KERN CITY OF BAKERSFIELD NOR RECREATION & PARK RW EXISTING IMPROVEMENTS CL, RW EX FL 30' 30' FL 10' ±� 20' ±- - 20' 10,_ EX -EP 18' -20'± VARIES SAWCUT I 2' --1 1-- 2' TYP. 71 2° GRADE LINE -� * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE SEE PLAN VIEW FOR - PARAMETERS STRUCTURAL SECTION 14 13 ~ Q N COUNTY OF KERN ., , 10 +00.00 01 &02 -1" 11_ I- -E I I III II -a� INSTALL TRAFFIC SIGN PER CITY STANDARDS. I 19 R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. II04 w + -(D- INSTALL 519oo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 46.68' ON CURVE E - - RIGHT -OF -WAY ° 0 l� w >V SEWER m Q W H EN co U SEWER MANHOLE V) M ® EXISTING SURVEY MONUMENT - PROTECT IN PLACE. W CA EXISTING UTILITY POLE 0 co oM — + -j//- -�/�_ - zzz EXISTING EDGE OF PAVEMENT r- - -FOB- -- - EXISTING FIBER OPTICS LINE ° M ± O - - EX36 "s- - EXISTING SEWER MAIN WITH SIZE 00 + 00 J -- -OHL- - - EXISTING OVERHEAD UTILITY LINE M N r- Q o -- < }- EXISTING FENCE LINE . . . Lu . • . . . . . LL_ . . . . . . . . . . . . . . . . . . . . OAS EXISTING GAS MAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� . . • . Z . . . . . • - - 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. ...... .._"........ ............................................:.................... ...............m............380 cif I rn W U f- U - - -- - - d j P7 m (� W -: ................. -: . PEOPLE � NO ° OM r- Of LLJW X W a O �O +0 M ~Z in n O . . . . . . . . ' . . . ' + 00 r + W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Oi 0 0 LL ± J> w W N COUNTY OF KERN CITY OF BAKERSFIELD NOR RECREATION & PARK RW EXISTING IMPROVEMENTS CL, RW EX FL 30' 30' FL 10' ±� 20' ±- - 20' 10,_ EX -EP 18' -20'± VARIES SAWCUT I 2' --1 1-- 2' TYP. 71 2° GRADE LINE -� * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE SEE PLAN VIEW FOR - PARAMETERS STRUCTURAL SECTION 14 13 ~ Q N COUNTY OF KERN ., , 10 +00.00 01 &02 -1" 11_ I- -E I I III II 22968 - - II II II I 19 N I II 0 II04 w + C9 m O rn U Ld F- 46.68' ON CURVE E < :D Ld Z W Ln U ° 0 l� w >V CURVE W W � m Q W H EN co U U V) M 60' RIGHT —OF —WAY A UNCRISP LANE SECTION n, 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 L) F- Z Z O W N to X O W M 0_ U _Q zm 5 1 0' 0' !!10 CITY OF BAKERSFIELD BOUNDARY m II, -EXISITING CURB &GUTTER a 2 3 O ` 6 II L - f�6 0 SUNCRISP LANE o 6 II L -- - - -13 14 = N 1'5 - -- - 16 i_ 17- N- 18 -- - -- -- - - -- _ __ 1411Q G� 6. 5 TYP. 3 z29 3 22984 I I i I6 1 D 2011 0' 1 20 °' Z 21 1 22 23 1 24 25 46 1 47 C6 w o ° °o °0 °0 °0 ® °O U � N ° O 0) Ln N > W F- � + U U W ± N N m w W r- m o Wzw 0 O L`_ > (n 0 rn ° 'n N O d W O 000 ±� CITY OF BAKERSFIELD + + + Lo ° r-I PHASE 1 SUNCRISP LANE 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 .. 380 ........................... 54.97' 31.42' ON CURVE 31.41' Lo w M m C9 m 10 � 3 1. 41' 0 46.68' ON CURVE E m + U O �. 0 l� 0 CURVE W W � + �mi H EN co U U drl- M O r7 M M Q_rM mI�- Wn OM I-M r mri_N � ZH00 co� 1 W CA Lo O 0 co oM — + LL X W r- + P ° M ± O M O 00 + 00 J + + 0 J ' - M N r- Q LJi U_ N . . . . Lu . • . . . . . LL_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -� . . • . Z . . . . . • co . . . . . . . . . . . . . . .. Liu �. - Z 380 .........: Zc� I I ...... .._"........ ............................................:.................... ...............m............380 w - :...:...:...- :...:.. � -UND- - - -- - - -: -.. -NOTE: VERIFY EXISTING, LOCATION AND -ELEVATION -: ................. -: . PEOPLE � LL a - -- �- - -- -- 'IN FIELD, PRIOR- TO CONSTRUCTION AND NOTIFY A T FZ 0Wz/NE - - - . . . . . . . . ' . . . ' /. �V. GROUND PROF /L . ' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .ENGINEER' IF THERE' ARE ANY' DISCREPANCIES: . . . . . _ . . . . . . . 378........ .6 AT FLOWL/N�_ . . . . . . . . ; . . . . . . : . . . . .= . . .—. . .. . . . . . . .— . : .— . . :-- . .-. . . . .-- . . . . . . . . . . . .378 - 0.�� . . Ogs� — - -- — +0.20q -- _ - — - .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . : . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . . . 2 d c H: FTI L FI 376........: DfSIGN FZO#LlNE PROFILE ......................................................................... ............................... ............................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 .. 380 ........................... 54.97' 31.42' ON CURVE 31.41' Lo w M m I� O 0 m U 20.00' 89'59'36" m + U O �. O . O .0 Co 378 .. ........................... ...............:................ ............................... .................. ... ....: +o. :...:378 20%` -o.5of +022 Q DESN120WNE PRORE . : - . . 9; 376.. . ............................... ........................... © ES.... owtirv... ..L......:...................... ......................... ............................376 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 EAST FLOWLINE PROFILE CURVE TABLE 31.42' CURVE 31.41' LENGTH TANGENT DELTA ON CURVE 20.00' ON CURVE 20.00' 89'59'36" XN 0!co0' 13.70' w 0 0 L 000 U 00 U co U U O m M M W m W CA 31.42' 0 90'00'24" LL r- ►�M P n t'7 otj �00 W W LJi U_ N O co + + 0' a- t% ............................... .... ......... co . . . . . . . . . . . . . . .. . 0w.. Z . Zc� W w w - :...:...:...- :...:.. � -UND- -: -.. T ..........- -... . -: ................. -: . PEOPLE � LL a - -- �- - -- -- . A T FZ 0Wz/NE - - - 378 .. ........................... ...............:................ ............................... .................. ... ....: +o. :...:378 20%` -o.5of +022 Q DESN120WNE PRORE . : - . . 9; 376.. . ............................... ........................... © ES.... owtirv... ..L......:...................... ......................... ............................376 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 EAST FLOWLINE PROFILE CURVE TABLE 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' 1 35.00' 89'59'36" C5 20.00' 31.42' 1 20.00' 90'00'24" w Z J } O S' J 0 0 c� C� 114.5' 4.5' ' TYP. TYP. ' N Vi N vi 7' TYP. TYPICAL DRIVEWAY DIMENSIONS REMOVE EXISTING CURB & GUTTER AND INSTALL DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. (STD-22-'WIDE) U ° LL I LL SE20 moo 'o UN6 wZW i? cwi�m=Z� W>-0, ��LLZaz wiQZ,zWW2o Z° >�03mQ _j:3ow W W z w=0�=wcnUQLL Zt- U ~m�OLL�t- <Q�jzzvOw� azaOOw�cnv� Q�~�Fo z a LL_0Z }W U m c¢iSw�ww��mzo O00a co— ww> jOUZSU2ia °WQwy��;�••cn0 ¢�2-FOZWpo�m 0 0¢ wLL, z o C zp Of °w0wa�o'o Q� S U p U 2 wr= ¢wrcnZ °a z oaO W W W >w O W oO cnz a O U= o w ~¢ a 6 �F- zmw�FZcncn0 UZ ° >r -ffi0W w uQ - w=wnQU W On Z Q�o>w MWLo�� cn=g QU >��� c7tnw =oza¢0o w¢ °�Lzjcnm¢c=i� p>'cwn�- C7mOUirw aw�wwc0j?O�m W W 0 W z Q c� co F H m m H OU Q x Q 2 FL 18 +59.04 cn I °1 CITY OF BAKERSFIELD BOUNDARY /TRACT BOUNDARY II. II � 58 II II I I FL 19 +18.99 o ®Ld Z) Z W = m > V) Fh Q w HORIZONTAL: 1"=50' W (n VERTICAL: 1"=2' 00 N Lp, 0 U Z U M W Z 0, Loo w -E o _� > N co r� U�"� ax a> X Q w 0 °' Y cu Z m N Q co W �o oLS Z M cn v N W z i,, oc° ■■. W o N 0 L 4 Z 0 bi Q W 0 � a LLJ LL O W W > Z w W w w co LL a o a ,*IG �NEER 49 b/ N CL M La _> 0 d °,� Ld J3?1 ♦c SAP Z Q J �Mw w�Q w CL O ~� �U0� a- Q z U) w w U) DATE 05/28/2013 PA JOB No. 2078B SHEET 7 OF ,11 SHEETS I•t - �-Fs3 Z 0 W o' DATE 05/28/2013 PA JOB No. 2078B SHEET 7 OF ,11 SHEETS I•t - �-Fs3 CONSTRUCTION NOTES iLo CURVE RADIUS LENGTH ITANGENT DELTA �- INSTALL TRAFFIC SIGN PER CITY STANDARDS. 6.94' 7 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 84.00' 197.71' 202.09' 1134'51'35" C3 1 35.00' R1 -1 -II- INSTALL R1 -1 STOP SIGN N!/ STOP BAR. -00 . . . . . . . . . . ❑2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. or °� ��Z ~F- r , _ 0 v 0 z znzmw 380:...:m .............................. LL -(D- INSTALL Sr Sao LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 3M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". rx co wo G Z° (Do _ Oi�: o w 0 G r ZOO r�=vo'"of - - RIGHT -OF -WAY F_ 1 ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. L W W O W /, y 0 Z¢JZn� CL - SEWER .= G7 ,m� W W m C7cnW x�zQQo� r znx��Wx F5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. �z F QOx>o�OuL,- - - - - �Qw,'Q� W L, cm Lj Q o WWUJJ�� r H - 0 n - co SEWER MANHOLE co O�jZ JZOQm Q J'w c)�a >� ® SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR :...:.. ? .......: TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. n CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING COLD EXISTING UTILITY POLE - - - . . . . . . - - - -.- - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. EX'ST'NG GROUND !?ROF /LE. . . . . AT:FrOGYL /NE. _ . 378:...:...:. +0.50% ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED -//Z- 11L -- EXISTING EDGE OF PAVEMENT AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. - -FOL -- -- - EXISTING FIBER OPTICS LINE 90 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. - - EX36'S- - EXISTING SEWER MAIN WITH SIZE ............................... Fl-01 PROTECT IN PLACE EXISTING UTILITY POLE. -- -0HIL- -- - EXISTING OVERHEAD UTILITY LINE 11 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA a- i- ­ 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 F21 CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 - - EXWTR- - EXISTING WATER MAIN INSTALL END ROAD WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE DEDICATED BY SEPARATE INSTRUMENT). 1) ADJUST ALL EXISTING MANHOLES, CLE.ANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE O 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. r Vi Q!I 110 Q D 0_' `' co O O OO RW q 30' 30' FL FL VARIES 2g 1 20 + 20' 10' 0 M //! �2' TYP. 2' TYP. GRADE LINE SEE PLAN VIEW FOR -J * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETOERSLOPE 60' RIGHT —OF —WAY -'Z Z U d NOT TO SCALE RW VARIES — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. CURVE TABLE iLo CURVE RADIUS LENGTH ITANGENT DELTA C1 35.00' 13.70' 6.94' 22'25'35" C2 84.00' 197.71' 202.09' 1134'51'35" C3 1 35.00' 54.98' 35.00' 90'00'24") w z J C S J � G � 14.5' 14.5'1 TYP. TYP. ' N\ 7' TYP. TYPICAL DRIVEWAY DIMENSIONS D m r- +0 I i + p O% 7 — O N N N J p N N r7 rN <+ o � ro a + _j 00 o EGCR0 DRAWING P 1 Av� O M N � _j Z rN 7 rN � L� LLJ Q J + + N i j c; � cfl cD t'- --°- -° � � 58 � 57 � 56 i 55 � 54 r 53 � M 'i �W 21 20 � 19 18 17 � 16 �u �-�� � I QQ w ~ I a- 2 BY- FRED W. PORTER, RCE 33448 EXR DATE o E i In j REMOVE EXISITING CURB & GUTTER II I I I N 22986 I - AND INSTALL DRIVE APPROACH - - - - - - -- - - - - - �gTl7, 2Z' WIDE) II Cl Of U 0_ m CD rn O N 00 ui 00 r- 001 00 UL UL - -- _�— _ (1 10 +00.00-- - - - - -- O I 11 — 11 ,� I IIII � C7 � II 47 48 � o fl}ww + UQ= o' O Z J r � w V w cn o F- o MZZ,N iLo C 00 Qf IN 0_I =I w F- 00 0-100 Z Z LL~ m W WQHc ��X'IY7 w' cwnwv'� z O� H Z n �Ir OI oi t\ O �cQ=i�2wc~nOwmO 00 Lo 2 W cr s� Jco Zco 1 Z CO w20 W QwcnU��` h- � J —Q - -00 . . . . . . . . . . . . . . . . . . . . . . . 1 (? or °� ��Z ~F- r , _ 0 v 0 z znzmw 380:...:m .............................. LL C70�Ovai00��pa VJ vJ/ /�J co f z W W Y >pc�zSU�� m N xQ ZZwl ­m TYP,, , 1J 2 4 - -- - - - -- -16 -- -- 3— �� -©1 o- �s� - -- - _ - - 8 - � TYP 5 � c - - -- ❑ �- --------------------- � 1 & 12 - - 49 n 50 r� O O c6 CF) Ln + N -- N N;O Z L� W cf) co Ua = = 51 o v w 52 t 22 M 23 O O C7 O O O OIL N 00 It O cD PHASES 1 &5101 T F 7 Q t , 24 25 26 ,1 27 O O O O N 00 o O r NOT TO SCALE 15 w Z J I CJ V H 00 � O O i+ 00 14 - - - -- JOw I +w _ 00 Q w wji ZIP J U O 06 0 O O + O o 00 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 TI 4.5 R = -55.0 PHASE 1 PHASE 2 U II UI� �tn00 } w of co p ui IQ�r- C Z cr ��� .0 ` M UI�M m � 2 +oj U li I! w U 1 r I Q 00 + LL-Li- LL-Li- Q +. - - . � �_. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ow O O Z O. O - : -- -- -- - - - -- O L� �I N -- - - -- - - - -- -- - _ - p . - . + + o v ON CURVE 1 wcMO U naUOW W 00 ¢ cp w O w m o U w z Z Z LL~ m W WQHc cwnwv'� z O� H Z n Or- z oa U �cQ=i�2wc~nOwmO v! O (n W � ro z JU)w M W cr s� Jco Zco 1 Z CO w20 W QwcnU��` �- W ZHU ~U) 2O -w~ �Cn� n O I� Q > =N 0-0 w<U)U) (? or °� ��Z ~F- r , _ 0 v 0 z znzmw �,X Or� Q ZZ�2W Z�mZO LL C70�Ovai00��pa VJ vJ/ /�J co f z W W Y >pc�zSU�� m N xQ ZZwl W rx co wo G Z° (Do _ Oi�: o w 0 G r ZOO r�=vo'"of a cnwa�i� W �Oza O W Q o W O Z = U d Z d H W ou z Z< F_ 1 w a o" 05 w . L W W O W /, y 0 Z¢JZn� CL a,oWooa FF O J .= G7 ,m� W W m C7cnW x�zQQo� r znx��Wx LL w �z F QOx>o�OuL,- - - - - �Qw,'Q� W L, cm Lj Q o WWUJJ�� r H - 0 n - co co O�jZ JZOQm Q J'w c)�a >� - +�- W W Uo W ZQU) }G0 mo0- 00w< :...:.. ? .......: _N- HORIZONTAL: V'=50' VERTICAL: 1"=2' - - - FX /.ST /NG GROUND PROFILE- I ........ .. A LOWL ......... - - - -- - - - -- I. AF lNE -0.25% R . : : : : I 378 ..........�.:... :...:. +0.25% -0.25% 0.25%. ....:........ ... _ .......:. ±0.?0% ....... 378 +0.25% +O.iB7 . . . . . . . . . . . NOTE: .VERIFY EXISTING LOCATION AND. ELEVATION :IN. . . . . . . . . . . . . : . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . .DES /GN fZON2 /NE-PROFILE . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . 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 - �i PHASE 2 mto ON CURVE 1 wcMO 0)r ¢ cp z 1 +� Or- oa U r r, mr J I >n ►� r� w li !! r� U Lo + �' i � a cc G . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � ! . . . . . . . . . . . . . ZO . . . . . . . . . . . . . . . . . . . . . . . . . . .. . _ - - OI I - - - - O 380 ............................ . . : - +�- .- _ _- :------ :...:... :...:... :...:.. ? .......: ...:.............. . . ......................�'.:. . . . . - - - _ _ _ - - . . . . . ...:380 - - -. /. . . . - - - . . . . . . - - - -.- - -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .(. . . . . . . . . . . . . . EX'ST'NG GROUND !?ROF /LE. . . . . AT:FrOGYL /NE. _ . 378:...:...:. +0.50% _ : +C..20% . : : . 78 ................................ ............................... ..................... .. .............. DESIGN FL 0kINE PROFILE -' . ............................... .................... 376 ............................................................................................:...:............ ......................I........ ....................376 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 SOUTH FLOWLINE PROFILE m co N 0 w O d w 0 W U W Z w 3: L) co > w w d. D. 2 ER JJ ti� w _> U 6 O I,-' V O Q a d� cr it W Z 0 w DATE 05/28/2013 PA JOB No. 20788 SHEET 8 OF 16 SHEETS CONSTRUCTION NOTES 1� CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. F2_1 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. ❑ CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. 51 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 DATE 05/28/2013 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 N AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. ® RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. F1 -01 PROTECT IN PLACE EXISTING UTILITY POLE. F1011 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST-17 (CONTRACTOR SHALL COMPACT AREA O co 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 m INSTALL ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE m DEDICATED BY SEPARATE INSTRUMENT). C CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. INSTALL TRAFFIC SIGN PER CITY STANDARDS. RW RW CURVE TABLE o ° v o w o 30 30' rCUR VE RADIUS I LENGTH TANGENT DELTA z° w R1 -1 -a- INSTALL R1 -1 STOP SIGN W/ STOP BAR. FL FL vi m w w w 20.00 31.42 20.00 90'00 00 w = Z = > INSTALL 5 $oo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. VARIES g --10' 20' 20' 10' ���" VARIES Q z ° F W o zo 2. f 30.00 47.1.3 30.01 90'01 09 w=¢zzOwm�r= RIGHT -OF -WAY ;r` ; Mq �I ;L!LT 1' o J M 30.00' 47.1 29.99' 89'5851" o Z' o \.„ I �I 2 TYP. I 2 TYP. 2 , - O = c� SEWER Iti zww� �w ¢ c° \„ 2� T,- 2 =N` ��_T SwF wQ� �_ Lu C SEWER MANHOLE ,\ ,_ - -, W z�UF�,00LLo� >N C��'�, 1 \,...1 %L= % I ¢�w�ZZU0 M tr Q 6" TYPE „B„ CURB & GUTTER z woo ° w Q z � c� EXISTING SURVEY MONUMENT - PROTECT IN PLACE. - '"`'`' ''' �`i "'�y wit;' J a ° a +_- Q t, � = z _ -a i� ;- �, -- i< W/ 4.5' WIDE SIDEWALK °zz����z0 }o 0 mx QUO ��OZmw Q C > EXISTING UTILITY POLE GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND � z Z � w ui z v,; m z o vJ 0 y w * SEE C.C.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. e c � z 0 ° w- ° o � = W (� Z_ YL irL _ EXISTING EDGE OF PAVEMENT ST -11 FOR SLOPE DENSITY. O C� w w r j p 2 z = cn � m N PARAMETERS 6D RIGHT —OF —WAY ° LL. z w 21,2! w ° j Q -- —FOL- - - EXISTING FIBER OPTICS LINE I14�5 4.5 Q 1- = o Z w m w all C) A TYPICAL LOCAL STREET SECTION TYP. TYP• ow o §< 3 o Z o Q oZg z ,�, NOT TO SCALE — �' ?— o z o uw " o z > u, °' -- EX36 "S EXISTING SEWER MAIN WITH SIZE z o w o w< E O o 0'n Q� = J p U V N - —OHL- - - EXISTING OVERHEAD UTILITY LINE 7' TYP• o ° Lu z -w = o W 0 a Q W w CD -,, - <- EXISTING FENCE LINE ~w °a =voozo r TYPICAL DRIVEWAY DIMENSIONS LL z W ,' ' ° w -- GAS - - EXISTING GAS MAIN Jz�w —ww0Lu m NOT TO SCALE =�. >QU°U,�o 0 -- EXWTR - -- - EXISTING WATER MAIN os7¢� <ww°- za J O w 0- a o? F I 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE U T ow > o ° PER CITY STANDARDS. ? c _ `-' "' "' _ � w o 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 1 w o o 0 W Q o z 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. `� ° zw w o = wQOwz?cnmacn >0 }cwn�Z5coCD �w Q w w w j Z O j m or� S 2 Lr °0.' = O 2¢' W Z D r0 a.- -U0 cl�Q2 W Z 5 4 3 z L4 2 LLI .0 > W I 10 z 0 J v✓ 1..✓o cro ! 00 i o U I i z! o -> w I I 2 U QN i ! I I r7 DATE 05/28/2013 r� N (D rrJ N N N r7 N rn O N O O N O co O N O co O "t O N 00 N m N m O O + 0 14 13 12 Nr� 10 N 11 N 12 N + co W W � 0� co a Q a_ CL w000 — I J ( _ I I _1_ _. J O W I - - -_ - -� - - -0 e - -- -Go--�O - - - - - -- I + W N 5- l-- - - - 2 00 = cO 0 T_ �, __0_13 - -- I H- - - - -- I -- 1 -- - - - - -- f- 5 TYP. - -. Q Q W I � 7 C,` _ _ -- _ _ 229$7 � I � i � � 3 I N RELOCATE "END ROAD" W W SIGN FROM PHASE 1 i,tl I 6 log # Q Q TO THIS LOCATION 1 Z 1 20' 0' 1 c _ UI 11 O [ 9 �, O 8 ro O 7 O QI Uj m (Q U W c00 O01 O O 0 LLJ Q >• LI. + + N + O + N O O', N J Q = LO i OI + + 3:V) +I m 00 r-, rn M Q0 00 r �% O d 0� N cD O CO N Ci) L0 N N •"� � � 13 N 14 i 15 N 16 N 17 N I I 122988 0_ U m 00 r- C5 + LO N 6 5 4 3 z L4 2 LLI .0 > W I 10 z 0 v✓ 1..✓o cro ! 00 i o U I i z! o -> w I I i ! I I DATE 05/28/2013 PA JOB NO. 2078B (D SHEET OF 18 SHEETS (D N rn Ln N N rr? r7 N N N N N Lu a U) PHASES 2 & 3 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 -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' 1 U m p0 O_ + LO N 45;1 1 34! I �I I I I C) I 25+74.70 t - J I �a X w 45' 34' W � LD W 0 Q w 0 0' Lj Ld W PHASE 2 PHASE 3 47.13' 1 ON CURVE z �I� co Of Lo N U U Lo z of m WO 00 00 I m I° 00 = W to r- 382 r� ...........Q ........ ................Q.............. ........................ ......................._....... . :...:....ol..:...:.1...... 382 : LOI ►�� , - - - - . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + EX /PING GROUND "PROFL 1 380 . . : . . �. . . . . . . + co .. . . . . . . . . . 380 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . +0.20% . +0:20% : DESIGN FLOWLINE PROF /LE . . . . . . . . . . . . 378 .............. ............................... .............378 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 NORTH FLOWLINE PROFILE - PHASE 2 _ PHASE 3 ION 1CURVE ION 1� CO�Rt ON CURVE W Of 0) 0_!M min U`_In _Z 000 UI1- Uii- U10 wit- 0 04 U O J I m oQ W I p6 m o6 W 1 Oa CIO; m � w � it o t i jt i r a oln mli i 00!n NO 382 ........... 6. 1' ...... tril vWi1 O 382 - - -.- — . . . . . . . . . . . . . . . . . . a _ . — O - . -- - + + FXISTING GROUND p1?0fI E . - - - - - _ 380 380........ ... .... ...............�,I... ArF_0W .....--- .....-- - - -... - o.snq ... +0.20% .. ......,+ .................... :0.20%.15. 0 ! 1.00 ' DESIGN FL0WINE PROFILE- 378 ..................... .. ............................378 .......................... ............................... 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 SOUTH FLOWLINE PROFILE cc LO 0 of fl_ a IW �!0 ( w > I'll w w w I� U oo > w U m dQ car r�j w 3 > v Ocy O� U V O s1038 II cn I Z Co 1. LJ z L4 z 14; co W LLJ I LLI .0 > W I 10 z 0 v✓ 1..✓o cro ! I W i U I i z! o -> w I I i ! I I DATE 05/28/2013 PA JOB NO. 2078B SHEET OF 18 SHEETS f". — A CONSTRUCTION NOTES ❑ CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. ❑ 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. 57 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. ❑9 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' f -21 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). n CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. �- INSTALL TRAFFIC SIGN PER CITY STANDARDS, R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. _c>- INSTALL 5,800 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT -OF -WAY - - -- SEWER t 0Zz Zww2g;ME M W SEWER MANHOLE 00 EXISTING SURVEY MONUMENT - PROTECT IN PL -ACE. <XL. ZUp�'S EXISTING UTILITY POLE plc EXISTING EDGE OF PAVEMENT - -FOL- -- - EXISTING FIBER OPTICS LINE - - EX36 "S - EXISTING SEWER MAIN WITH SIZE - -OHL -- -- EXISTING OVERHEAD UTILITY LINE -- EXISTING FENCE LINE - -GAS- - - EXISTING GAS MAIN - - EXWTR- - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RECORD DRAWING PPA:!s,�s BY- FRED W. PORTE"R, RCF_ 33448 EXP. DATE U W O O 0 d- O r. - 117i- O 0 rn O 46 45 RL vA- R ES 2.2g tiii 30' 30' FL FL -10' 20' 20' 10'- 2' TYP. 1 2' TYP. 2q MIN Z% * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS O G G 0o ai o Ln 00 ± N N 44 I 43 GRADE LINE SEE PLAN VIEW FOR -1 STRUCTURAL SECTION 60' RIGHT —OF —WAY 42 R 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 CURVE RADIUS LENGTH TANGENT _ DELTA C1 20.00' 31.41' 20.00' 89'59'36" C2 20.00' 31.42' 1 20.00' 90'00'24" W z O J o C3� C3� 14.5'1_4. 51 TYP. TYP. -- 7 TVP. TYPICAL CA L DRIVEWAY DIM _ ENSIGNS Lit ! 0 J' W O L- O 0 ()' 0 G N , O O o O 0 �� I� o c,IW N o + + 10 + + + + + M d 00 — Ln CO i� 41 ®j,, 40 39 38 37 36 .-- N e Lw LLJ 30 NOT TO SCALE IF 0 r O = 0 C6 P- L0 a + r- O 0 WIZ-01 Q Q co � a- -7 I' I II o i L 1 �l O I;0 II ZO -- "' TYP. 4 Lj S - 1 - -1� /�. - - -- 1 & 2 - - -- - ; 6 - 0 - - 17 -- s - -12 -8 ! I + W Lj — - - - - - - -o = =___ - -- - - - - -- - -- -- ---- ______ _ -- - 00 = 3 �& 2 TYP. 5 0 -- G0' T _ _ _ _ _ , a W 1 Z- I l i 22982 j 1 - 1 1 i 22981— I; I I II co � N I I i l�l c� Lu Z' � ! Q ZI I 10N- 20'il 2'' 1 25 26 i 27 28 29 30 mla i II C, v` N N N N N N 0 31 N J2 N 33 34 I 35 N 31 32 �i W O O O O O O U�W O O o G O O 0 �I �— O (6 cfl co O N ® Ln to O W ° + + + + + + o� + O u`-. mac t wO� O Q Z w w Z� o cwnmwv�wwcF ~LLpz s aQz0 ~ �z uZ, .. < -_ �L c2nSZy�0 > p t 0Zz Zww2g;ME M W j) Z CO F— 5: W 20 = =w O W o <XL. ZUp�'S r < > {6 C'7 rra00�w¢�<nU U QOa?<��F=Z C) cD o w owpo l��amv 0 uiLu W�8,nzp 0p= a u co t5 30 U W ED N = Q o g z z p < M cl) Q W 2) o W � Ow0w LL,W Z0Q o }z�cn�oz> Z Z O w 0 0 0 ¢�h� SUpUtC I r- V N CO Zpwww� �Oz�Q Lim z O co LU W Ow OwOZ =UOZZO ~'w¢Ow v2Uw U �/� O_ d.i� 2 2 >¢ wo O cnw7 = U za:JZ0c) �c ,OL� �gw2 I [L Z J o w Q U U a _ p - I_= U> J O Z W =< m= p C0 w wwow�w=Lu Lu Q 0 Z> m 4 D O}� ~c0 UV'�w co MLLJ QZ.JZ�¢Cf] L, W �' O w Z d a-} F- m = 0¢� f- 0a�0Of Q + + Irri O r r�l c W N W PHASES 1 & 2 WOLF RIVER AVENUE HORIZONTAL: 1"=50' VERTICAL: 1"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 _- PHASE 1 PHASE 2 31.41' ,ON CURVE�c� 0 0) w It � r- co m}O < .ii, n 1 O i II II w AoM i U L �. . . . . . . . . . . . . . . ce -- - -- < of Z JU~ :- 0, oO1IZ 0 380. . . .. . . . : Ni io • 61 38C 0 0 + : : - - - - - - .- -- - . : : : : r : : EX /STING • 0061ND PROF /LE : : : +' col 378........ : ` , � ................... .. :...:�.. 378 0.80 +0:23% ........ ........................... -n.- ;�...... f� • . . . . . : +0:23% . . . . . . . . . DESIGN fZOWL /NE PROFILE 376:.. ......... .376 .............................................. ............................... 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 NORTH FLOWLINE PROFILE PHASE 1 - -- - PHASE 2 31.42' -- -- - - - - - 0 CURVET o O Qp V I r- i lf) 00 W m WIC • fit\ of Zi t j 0 1 j r- r- mII` J 0; JIB AIM �I + U LL_ Li- Q < I Q O N10rW �� .. ............................... ..... : o; low zo . _ . . : ... :. . . . . . . . . . . : . . i.o o 380:...:...:. - :...:...:...:...:.. -:. "� :... ; , + 380 ��. . _ CX13 LING G'POvNO. PROF /L : O E A:T FL WL/N 378 :. ..:...:........................ .. ...... ....... - -• -- 78 -p ......... 5/ :...:...:...:...:...:.. -Q. � :... L �/} : +0.21 . DES /GN FLOH2 /NE PROFILE -�� . 376 :.................... : : : . ..................................................... ............................... .376 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 SOUTH FLOWLINE PROFILE uj Q 0 z > Z w � w o WSW LL a o < \NEER b c CO a° ►� ; _> U Gib U V ` o dl, Of 4</ 00 N Lo 0 0 u) I 0IO U j z U O o > / ui c DATE 05/28/2013 cn PA JOB No. 2078B Z W I SHEET > O Of 00 10 OF 18 SHEETS II %i; >. CONSTRUCTION NOTES 0 O O 0 ® o 0 N 00 �} -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. O O 1 ❑ CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 0 + LLJ LLJ N 30.00' 47.11' N R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. M 8 F2 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. 30 - 4 W W >z N � CO W •> INSTALL 5, Boo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. 03 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". r7 + Oaza�Ow >Opcn�H// °w�zL¢0� U m = iJ) �- U Ld U m LJ� - - RIGHT -OF -WAY z¢ � C CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. O W CND W a¢o WLW¢ccnm`z =r2 r%) - SEWER ° F5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. +I + ro N w ¢1 Ni U-) N SEWER MANHOLE © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR PHASE 2 TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. OO EXISTING SURVEY MONUMENT - PROTECT IN PLACE. CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING EXISTING UTILITY POLE PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. D CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED ��� - ° = EXISTING EDGE OF PAVEMENT AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. -FOL - - - EXISTING FIBER OPTICS LINE F9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. - -- EX36 "S- - EXISTING SEWER MAIN WITH SIZE 0 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 "END TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 - 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 O0 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. F— z U,i < >_ W UI J m _j W z Q= Z °o WOLF RIVER AVENUE = o o cj U F- Q L6 NI z ui �j O U O O W +1 00 W + O uJ' + 3: oo 29 �' I! +- 10 H- 1 20' 0'_l 3 o I 1-- Q z� 1 e O O \1 2298 3 t o z 0 v i PHASE 2 o + c, �t 41 F- i 0 W �& 2❑ 19 I I 4 + w 00 =- -1 -�2 �- I T co I CONSTRUCT TEMPORARY SUMP (18" MAX. _ -- o Q Q LLJ WATER DEPTH) 2:1 SIDE SLOPES WITH \^ 1 I M LLJ PHASE 2 IMPROVEMENTS. DRAINAGE 7' N I �` 7 N I- f- I EASEMENT TO BE DEDICATED BY SEPARATE 1 Q INSTRUMENT. TEMPORARY FACILITY TO BE REMOVED, BACKFILLED AND COMPACTED WITH PHASE 5 IMPROVEMENTS. 27' L — BOTTOM =377.4 W: —}— WS =378.9 zl L HIGHEST EX. ADJACENT GRADE =380.9 -� 33 34 35 = U, N O N O N O 4 i I �f + PHASE 5 0 ` O I O 00 DETAIL "B" SCALE: 1"=20' 9 RW CL RW 30' 30' FL I FL VARIES 22g,Lj/ 10' - -20' 20' 10' — \� VARIES 2 TYP. 2 TYP. * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS GRADE LINE SEE PLAN VIEW FOR -'1 STRUCTURAL SECTION 60' RIGHT —OF —WAY O o 0 O O 0 ® o 0 N 00 �} W W V)�= + O O oi N N N 8 1 7 6 0 N rr; O + N N N O C7> I mv L 121 ry,I oI c0 N O 0 N • • 01 : athr-K, -,F- oll 1. 0 0 0 z I-- w �ww CV W W V)�= N o 0) oi 0 c0 0 + LLJ LLJ N 30.00' 47.11' — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 0 0 0 00 O DELTA CV cfl I 31.42' 0) oi C2 c0 47.13' N t� �f- 30.00' 47.11' N N c� M 8 N L N 30 - 4 W W >z — 6" TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 22 of 2 3 "L5 TYP. _ 2 4— - 0 1 &�2 3�1 23 +71.02 1 & 2 CURVE TABLE 0 0 _ R IAD US 00 O DELTA CV cfl I 31.42' 0) 90'00'00" C2 30.00' 47.13' 30.01' t� �f- 30.00' 47.11' N 3 c� 2 22 of 2 3 "L5 TYP. _ 2 4— - 0 1 &�2 3�1 23 +71.02 1 & 2 CURVE TABLE PHASE 2 CURVE _ R IAD US LENGTH TANGENT DELTA Cl 20.00' I 31.42' 20.00' 90'00'00" C2 30.00' 47.13' 30.01' 90 °01'09" C3 30.00' 47.11' 1 29.99' 89'58'51" W z O J O I O (3-1 I c� 14.5' 14.5' TYP. TYP. ' N 7F- -- 7' TYP. TYPICAL DRIVEWAY - DIMENSIONS UI mot' 00 _O Lo 1 N NOT TO SCALE 45 1 34' I I I w N I X 2-a- -- _�t WOLF RIVER AVENUE CONSTRUCT MIN. 0,20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 Ln 3 0 �+ IN I /�/ / V 0 N III � I �I 45'1 34' 0 LLJ o W 0 Ld 0wV) �-- W Ld J V) LLI U pw- PHASE 2 LL w U W 0co �aO 22974 LLi z \.J SEE DETAIL "B" i . Q 2 ( r/� THIS SHEET �J C cr ICI 16k, Si(O w =O ¢ZCnU!f,`L �• O LL 1 20' 20' 1 c� ¢0s °d =�� =z p Z U K Z , 8 9 L - -- 30 - N W W >z N � CO W cn o o w ¢ F=pz r°cnF m W LL Z — g 0 ¢ p Z O p¢ Lr_� r f0f V N ry r7 + Oaza�Ow >Opcn�H// °w�zL¢0� U m = iJ) �- U Ld U m LJ� mw�=zUVZC�I 0 z¢ � z�Ow�Oa��t= Q F J W W O N u) U' co W 2:3 Z¢ Q O p ZpTU(n O W CND W a¢o WLW¢ccnm`z =r2 r%) z<?�0 �! ° ED w 0 w Z p¢ m ¢ 0, J- W U d> >- + U +I + ro N w ¢1 Ni U-) N PHASE 2 WOLF RIVER AVENUE CONSTRUCT MIN. 0,20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 Ln 3 0 �+ IN I /�/ / V 0 N III � I �I 45'1 34' 0 LLJ o W 0 Ld 0wV) �-- W Ld J V) LLI U pw- PHASE 2 LL w U W 0co �aO , LLi z \.J cnmwvwiww¢�n =Z� e X W Z O Z w i¢ z C 0 z W m= O ct) ( r/� �wmLu n >t O �- O z C, �? �J C cr cn — W W =�JCn=�Z_m Si(O w =O ¢ZCnU!f,`L �• O LL > <cr�pZ UOw O w <n c� ¢0s °d =�� =z p Z U K Z , V � p} ¢wod"��a°�v ® N X 06 o W Y W U Z z��OcanQOQ0a �¢ LL - . . . . . . . NI • W W >z N = Q Q z Z O CO W cn o o w ¢ F=pz r°cnF m W LL Z — g 0 ¢ p Z a> o W N p¢ c� Z rzoK pw¢E00 ¢ 2 U p U C f0f V N zpwwwu �OpzQ Z o cG W Oaza�Ow >Opcn�H// °w�zL¢0� . . . . . . . . . . . . . . . . . . . . : : : : : : : c~¢ = : + �z?m��zZZCW_� O W L.� LJ� mw�=zUVZC�I 0 z¢ � z�Ow�Oa��t= Q F J W W O u) U' co W 2:3 Z¢ Q O p ZpTU(n ±023 + W2 0E W �ZH2 >p a¢o WLW¢ccnm`z =r2 p W <o 0>W Z Fn z ED w 0 w Z p¢ m ¢ 0, J- W U d> >- wwvowz¢cn>� I w= 0 5 w Z z F_ H_ CLl —Up0�¢2 il -N- HORIZONTAL: 1"=50' VERTICAL: 1"=2' -0.20% �' DESIGN FL 0W INE: PROF /LE -' .................................................................................................................. ............................... 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 NORTH FLOWLINE PROFILE n i err- n it �_A w U 382...........Q O . . . . . . . . . . . O 380:..........r- 378 ........ 1 1 ' CURVE ON CURVEI ON CURVE ION I 4 CURVEI ON ION CURVE WiIt xoWIt W x W -t Of,d- WLo W0 of Uu')U In 0 L 00) Uf- Uf- UO 0 0 Ui mid W m W 00 mod W m W C6 C,41 rb n Ir j M min Ir j �i j n coiM I : . . . : . . . : . . . : . . . : . . . : . . .- : .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . :+ o - -_ - -- - -- - -F -_ -- - - -- : ............ ................... ............ .. .... ...........- .- .....:.. - - -s .... .. ..._ N N EX /STING GROUND PROF /LF -- - -- -: - - - - - - -: A T FL OWLI,NF ................ ............................... ....f.. ....................... ... .... ....... ....... ! X0.50% - . ° - +0.20 + - �, � : : : -0-50% �� : 0.20% I bi v ..........382 ...........380 . : . . . . . . . . +Q.5076 . +o.5u7o : , . q . . . . . . . . . . . . . . . . . DES /GN FL0WLINE PROFILE -= . . . . . . . _ . . . . . . . _ . . _ . . - DESIGN - FL OWZINE PR0FILE ........................... ............................... .... ................................ .....----- •- ................... 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 SOUTH FLOWLINE PROFILE I I 1 w Q p I w U I > ZU I m OW W 3: lJ L Lu I < LL a o a \NEER * �� ti 0 a M Ld _> U d ov> U V c- dr fY 938 * SAP r Lli cy) D z z Lo LJJ LU o 2 ( Lij .0 < 1` 0 Lu cll� > r < Q� 0 ui 1 r" v; Ln c a o� � I c o U) N Z jW N� co 0 DATE 05/28/2013 PA JOB No. 2078B Li w IS EH ET 0 af a- m i c 0 s OF 18 SHEETS PHASE 2 31.42' 31.42' 4 47.13' ION CURVET ON CURVE O i W W O WIN WIN Of cQ N? I-f� z_ U O UIN 0104 U O 00 U UIN U UIN Lu1I. m W W � r to oi� x x382 K . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .x . �I . - . . . . . . . NI • • . - �. . . - - -- . 380:..........+ CID ...................... . E ,, /STING AROUND: PRGFIL F ........!...................380 r . . . . . . . . . . . . . . . . . . . . : : : : : : : : : : : : : : _ : : : : : + +- Q.55�. . . . . . . . . . . . 378. . - : . -- f f : . . . : ±023 + it �_A w U 382...........Q O . . . . . . . . . . . O 380:..........r- 378 ........ 1 1 ' CURVE ON CURVEI ON CURVE ION I 4 CURVEI ON ION CURVE WiIt xoWIt W x W -t Of,d- WLo W0 of Uu')U In 0 L 00) Uf- Uf- UO 0 0 Ui mid W m W 00 mod W m W C6 C,41 rb n Ir j M min Ir j �i j n coiM I : . . . : . . . : . . . : . . . : . . . : . . .- : .- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . :+ o - -_ - -- - -- - -F -_ -- - - -- : ............ ................... ............ .. .... ...........- .- .....:.. - - -s .... .. ..._ N N EX /STING GROUND PROF /LF -- - -- -: - - - - - - -: A T FL OWLI,NF ................ ............................... ....f.. ....................... ... .... ....... ....... ! X0.50% - . ° - +0.20 + - �, � : : : -0-50% �� : 0.20% I bi v ..........382 ...........380 . : . . . . . . . . +Q.5076 . +o.5u7o : , . q . . . . . . . . . . . . . . . . . DES /GN FL0WLINE PROFILE -= . . . . . . . _ . . . . . . . _ . . _ . . - DESIGN - FL OWZINE PR0FILE ........................... ............................... .... ................................ .....----- •- ................... 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 SOUTH FLOWLINE PROFILE I I 1 w Q p I w U I > ZU I m OW W 3: lJ L Lu I < LL a o a \NEER * �� ti 0 a M Ld _> U d ov> U V c- dr fY 938 * SAP r Lli cy) D z z Lo LJJ LU o 2 ( Lij .0 < 1` 0 Lu cll� > r < Q� 0 ui 1 r" v; Ln c a o� � I c o U) N Z jW N� co 0 DATE 05/28/2013 PA JOB No. 2078B Li w IS EH ET 0 af a- m i c 0 s OF 18 SHEETS bi v ..........382 ...........380 . : . . . . . . . . +Q.5076 . +o.5u7o : , . q . . . . . . . . . . . . . . . . . DES /GN FL0WLINE PROFILE -= . . . . . . . _ . . . . . . . _ . . _ . . - DESIGN - FL OWZINE PR0FILE ........................... ............................... .... ................................ .....----- •- ................... 18 +00 19 +00 20 +00 21+00 22 +00 23 +00 24 +00 25 +00 26 +00 SOUTH FLOWLINE PROFILE I I 1 w Q p I w U I > ZU I m OW W 3: lJ L Lu I < LL a o a \NEER * �� ti 0 a M Ld _> U d ov> U V c- dr fY 938 * SAP r Lli cy) D z z Lo LJJ LU o 2 ( Lij .0 < 1` 0 Lu cll� > r < Q� 0 ui 1 r" v; Ln c a o� � I c o U) N Z jW N� co 0 DATE 05/28/2013 PA JOB No. 2078B Li w IS EH ET 0 af a- m i c 0 s OF 18 SHEETS CONSTRUCTION NOTES 171 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 ". F41 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. ❑5 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. U 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. 7 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 1101 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' �2 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. -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 -o INSTALL R1 -1 STOP SIGN W/ STOP BAR. {'r INSTALL 5,T3ov LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT -OF -WAY -- SEWER s SEWER MANHOLE �O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O EXISTING UTILITY POLE EXISTING EDGE OF PAVEMENT -- - -FOL- - - EXISTING FIBER OPTICS LINE - - FX36 "S- -- EXISTING SEWER MAIN WITH SIZE - - -OHL— - - EXISTING OVERHEAD UTILITY LINE + EXISTING FENCE LINE - - GAS- - EXISTING GAS MAIN - FXWTR -- - 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. BYE FRED W. PORTER, RCE 33314 � �� T uk 15 16 RW VA- RIES 22g M r M /N 30' 30' FL FL -10' 20' —20' � 2' TYP. ( 2' TYP. N • *2 a MIN. GRADE LINE SEE PLAN VIEW FOR --j * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETOERS LOPE 60' RIGHT-017—WAY W L�f w 0 Z Ld m z J O O Lo Lli CD w O O + in N 00 19 53 t I 0) �, II 22969\ \ 0 r Z Lj Q =) W W Z � � L~7 O W I .0 bI II 1110 +00.00 EII& 2 o = p,42 Iv S /�l7 U W O O O + Nom W W Q Q 18 06 U W O O O N + I� PAJ NOT TO SCALE RW q \� *. VARIES — 6" TYPE "B" CURB & GUTTER W,/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. 00 00 00 00 00 0) d m 00 00 00 I- O) O N tn Ln O t7 N r^ ujQz wow w =O= o - r�l � Lo Ln CD 22 21 20 2297Q I,_ CURVE TABLE CURVE RADIUS ' LENGTH I TANGENT I DELTA Cl 1 20.00' 1 31.42' 1 20.00' 90'00'00" Li Z J 0 J � I o U_j 14.5' 14.51 _TYP. TYP._ -- 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE cc d' Ln 00 18 17 TYP. O \12 +80.00 r21 Cr- rill & - -!� -- 5 TYP. - - -- - - - - -- —cO -- NOTE: SUMP AND ACCESS EASEMENT TO SUMP SHALL BE DEDICATED ON PHASE ONE FINAL MAP. SUMP PHASES rr} co + 1 &4 FAMM 4ffMlVAV'. a ILI to] CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 f 1 I 2 Q0 n (.0 m 00 Y N OCR 4 I tn Ln FAMM 4ffMlVAV'. a ILI to] CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 w z 0 J � U � Q O O O + 0 ro L.LJ0— - 0 W A =r, S Q r (n < < Lu V)0 w z J E 5 " a O O O L0 + C.J O - f °ac�0 wm0 J z o W w Z o~ V m 00 Y 3 4 I LL, u= w z m Q o m> r t�- O��OZ�tnuiU r� r^ ujQz wow w =O= o - =wcnJq= Z`-U O r �a`��zzv0 °� w � + + O < 0 3 :0°z>.w ° vQ0 Q LL w z 0 J � U � Q O O O + 0 ro L.LJ0— - 0 W A =r, S Q r (n < < Lu V)0 w z J E 5 " a O O O L0 + C.J O - f °ac�0 wm0 J z o W w Z o~ V m 00 ' [w/Jmw�L 7 i= LL Z a Z LL, u= w z m Q o m> r t�- O��OZ�tnuiU (^ c•, W �� Z ujQz wow w =O= o - =wcnJq= Z`-U O r �a`��zzv0 °� w � Qn- �OS�'�2wZ °ZaH4Fr -F-�p � � c0 a� X < 0 3 :0°z>.w ° vQ0 Q LL C6 Lu 0W W �O z Z? Pj^ 0 o Z W LZU>- W0Uzi�� >O -z I m CV =oZW�oom ILI Wo Q = ww= z -w °co Lu r� °O?y¢Qw °Z °e Z 0 °ry_ZOcro <h-0� 0 Z o co Zpwww� �ozQ q G i LLI 0 a z w> � <L °¢o° wiz F- Z LLi < Lv-L O`° w~ w w O w w SOoc/)�O acv > cn w Z a U Z Z ¢ U z O C. w 0 o 0- C,6 m �zH-r > °JOCnF- ao w= w O m ° w d L, F- D If, m 0w LLJ Q n coU)i0CD�OZ�w mwowz_jKo<m Qxw— wU3:a >F_ ww00wz<cr,�-0) 0 � i=- o a� 0 w <:E -N- I HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 1 _ PHASE 4_- I 54.98' 3_1.42' � 31.42' � I ON CURVE ON CURVE! ,CN CURVE� of 0 UILO Of - _ I : Ico � W -L lO O 0 wao aO U'N 0.0 010 C) to Z;° ci� 0 : . w z m 0 Q r- rn r- O cis � w O O EX /STING GRO( /ND PROFII l _v' Q O AT FL 0WUN_ t z I . . . _ 380 . . : . . . : . . . . . .380. . . . . . . . _ . . . . . . . . . . . . i : —_ _:N O O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c6 - - In +! + e % . +020 Ti. . . . . . . . . . . . . . . . . . . . : . . -0.. . . . . . . . . �: . :378 378:...:... .. . ... .... fio:2o�' ..... +a oago.......... . _ +0.20 so,;�°: +A- DES /GN FLOM'LJiII� �'ROF/L£. : : : : : . J . O �. DESIGN FL OKINZ- PROFILE 376 :...:...............................................:...............:...........: ... :........................... ...... .:........................ 376 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 NORTH FLOWLINE PROFILE �W 'U W U W Z 0i m �I LLI IQ w U) W LLI O Q I a o a L Y�EER can . M w 3 >v L v o 36 PHASE 1 PHASE 4 �I UIt n-� w w 0) of , 0 z co z ply I0 J o O OI M I ± - - = EXIST /NG GROUND PROFiII �+! a - - AT ZOWLINE f 8 380 ................ .... - - ..... 0 °o co -� - -- - - - :- -- -- - -- -_- `p o z - - -- 0 ........................ ......#.................. ............................... .. . -: -. . -_ -- = __........................... ................ r'' 378 :....................... .. ............. +0.20 %... .. ..... . ................ 7 '0.29% . 8 0 +0.20% - - - - N DATE 05/28/2013 DESIGN FLOWLINE PROF/LE -' cn PA JOB N o. 2078B _ _ ____ _ � SHEET Li 376 ................................. ............. ..... . ............................... .......... .....................376 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 m 03 SOUTH FLOWLINE PROFILE 0 OF 115 SHEETS CONSTRUCTION NOTES 10 CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. 72 1 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. ST -3. CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". 1 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. FS ii CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG. ST -4. © SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SA.WCUT 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. [8:1 CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. 0 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. 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. R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. -Cr INSTAL!. 5,600 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT -OF -WAY - - -- SEWER rrj SEWER MANHOLE 00 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. N EXISTING UTILITY POLE + EXISTING EDGE OF PAVEMENT FOL - -- EXISTING FIBER OPTICS LINE EX36 "S- EXISTING SEWER MAIN WITH SIZE -- -oHL- -- EXISTING OVERHEAD UTILITY LINE - - EXISTING FENCE LINE -GAS - -- - EXISTING GAS MAIN - -EXWTR - - EXISTING WATER MAIN 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. RW CL I FL 30' - - I 30' FL VARIES 2g 10 -yj —20' T 20' 10'- 2 °M I / //� ... ,,,, -` -_` '\ X --2' TYP. 2' TYP. 5 i *2% M1N M/N ?� s W z J I U H Q O O 0 Lo + T GRADE LINE ---\ SEE PLAN VIEW FOR * SEE C.O.B. STD. DWG. STRUCTURAL SECTION PARAMETOERSLOPE 60' RIGHT —OF —WAY 16 co 00 O + 00 B t i I z I l JI 1 6 cc 0o 15 -55 TYP 22971 U 001 m (o n N 00+ O N J + L,l 14 W �Il Q0 Z z II Ui DWI U 00 dl ¢i i-• rrj n'j Q: O N N O + + o_ + 00 o r- + O W m ON + o O OI - a, - LIB O IN, + I O N 04 3 N' t` r cfl J 1 + 0 LLJ ON I U 001 m (o n N 00+ O N J + L,l 14 W 4 Q: 88 • . 8 © 0 -�— 7 8 �Il 9� Z z II Ui DWI U 00 dl ¢i n (oi Ul W Lo 7 I m N + N O `` (j: o_ + J•W 0 o + O +, + (�j W m ON + o i Lo + OI - a, - LIB O IN, JN; LL I O N 04 3 N' i 6 , �1 b 20' 1 20' 11 cfl J 1 + 0 LLJ ON I 0 12 �� Zapww W aa'ODZ¢ w0<a N J +�I 04 Lo +� U W FZOQ00 Lu Z H z (n 5) + L�L� A i�ryry.Jl W :D NN 3 Q Ow�Oa�F� QC6 W W J�O \l Ni 3: �, I L� PHASES 4 &5 4 Q: 88 • . 8 © 0 -�— 7 8 I I 9� s- 0_ 010 + m 00 + Lo n (oi O 6 (6 +i --i + N O `` (j: + r M +, J•W 0 o OBI N � RW L�0 �P VARIES 2 — 6° TYPE "B" CURB & GUTTER W/ 4.5' WIDE SIDEWALK COMPACT UNDER CURB, GUTTER AND SIDEWALK (TYP.) 6" MIN. TO 90% MAX. DENSITY. E W /PHASE 4 I CURVE TABLE j CURVE s- 0_ 010 z U W _1z ttizi Z iJ .i f\ i LLI V) 480.00' 0 29.87' cI (j: iLE-(10 CU (n M +, J•W 0 o Ld N r\!3 w 32.36' 04 I_ en I I �l +1 onoo0oe W W? W� u m � IN, ! i �=Qc�gzz� n 04 3 N' i 6 , �1 b 20' 1 20' 11 cfl J 1 + 0 LLJ ON I E W /PHASE 4 I CURVE TABLE j CURVE RADIUS I LENGTH TANGENT DELTA C1 20.00' 1 31.42' 20.00' 90'00'00" C2 480.00' 59.67' 29.87' 7'07'22" �C3 500.00' 62.16' 31.12' 7'07'22" C4 520.00' 64.64' 32.36' 7'07'22" W z J � ~ L o c Q 14.5' 14.5' TYP. TYP.' —i , 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE U I �. m N = � V + 0 >_ L� Q C z�� NO + L� i N 16 22973 - -- s21 �= 4 - -- — �2 � -® 20 +91.27 p i o i '7-" /O 4 C3 DMARIK R 77, 1 O U f LL U- oaoo mow d- Lo Foal WooQ w w W (W W w Q F p Li W F Z � �� F LL Q Z la1iS QZ�Q W m =° 'r 3) wZ. >F�< f� UJ O F�-'00'FOU OZ J?�U QQ W�=� JVJSSCZm w=0w=wc,0Q- NCO O ZI-JF L < W 10 O 11 17 N 00 C6 z o a l a z0 0 }� m umz0 co U onoo0oe W W? W� u m � r7 II r� O �=Qc�gzz� n �rci W m0 O 0 + r W cfl J 1 + 0 LLJ ON N + N �jLo �� Zapww W aa'ODZ¢ w0<a N J +�I 04 Lo I i- U W FZOQ00 Lu Z H z (n 5) + L�L� A i�ryry.Jl W :D (1) z¢cW�zoN O \ Q Ow�Oa�F� QC6 W W J�O U-NI Ni 3: PHASES 4 &5 1 O U LL U- oaoo mow �1 Foal WooQ w w W (W W w Q F p F Z � �� F LL Q Z la1iS QZ�Q W m =° 'r 3) wZ. >F�< f� UJ O F�-'00'FOU OZ J?�U M W�=� JVJSSCZm w=0w=wc,0Q- NCO O ZI-JF L < W O�aF 0_Q- ���wU��� O aa00- <W cl) 3 P , j U <ol I F- F= - =Z z V a coo o a l a z0 0 }� m umz0 ® X Q �- VJ U� onoo0oe W W? W� u m � U _ w > C - z N �=Qc�gzz� n �rci W m0 F= ooW a Foz,,0 m W ti - z -� (n f-J o03:<< LyZ24 / LV (n N `��J I Za0a0 =U ~0 o CO Zapww W aa'ODZ¢ w0<a W Z Q GO IJJ 0azd�m U U W FZOQ00 Lu Z H z (n 5) m v? o W r w W Z Z L L�L� A i�ryry.Jl W :D (1) z¢cW�zoN i..L Q Ow�Oa�F� QC6 W W J�O 0u=iwI: :D Q0 Qzo > jJ �U)P <oL, w acn p y F cn cwn C^ Z Z Of W Qm0WLu (D j CONSTRUCTION NOTES , CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1, 20 CONSTRUCT 4.5' WIDE COMBINATION TYPE SIDEWALK PER STD. DWG. S-1-3. 73 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". ® CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D -14. 5� CONSTRUCT STANDARD DRIVE .APPROACH PER C.O.B. STD. DWG. ST -4. E6 i SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR I TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. m CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING i<r oclo 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 0 a AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9_1 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. [1-01 PROTECT IN PLACE EXISTING UTILITY POLE. Fl -11 CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA w 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 o 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. C L O U CURVE TABLE w LL w INSTALL TRAFFIC SIGN PER CITY STANDARDS. o � o c o a RW R!N jCURVE RADIUS LENGTH TANGENT DELTA Z U w W W Z R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. _ _ -- , w w w co w' a _ W I Z 30'— 30 C1 20.00 31.42 20.00 90'00 00 I ' °° W 8- ° � INSTALL 5,86d LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. FL FL ( C2 35.00' 13.70' 6.94' 22'25'35" w = Q z ° o 29 10 20 20 T ;0 �N• �- -_. �cnxwU'o >m=- r �, ~�ozz J��� i o - - RIGHT -OF -WAY VARIES iG � � � VARIES C3 35.00 54.98 35.00 90'00 00 ' o � _ J M �N - - -- >� �P ~ 1 202.06' 134'51'11 w 1, � j c, w ° < � z SEWER ' -' o 2 TYP. 2' = o L C SEWER MANHOLE ���`- *2% MIN. 2% MIN �� yl .f� a W z Z ° o ° m O �1 0 5 EXISTING SURVEY MONUMENT PROTECT IN PLACE. W z 6" TYPE "B" CURB & GUTTER ui U T x LLJ ° � z >- W/ 4.5' WIDE SIDEWALK w m z 0 C/) EXISTING UTILITY POLE p ZzO0 �' Y GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND I— vo—i z o—w � w w Z o EXISTING EDGE OF PAVEMENT 0 T>z o Z Z < m o SEE C.O.B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. - -FC'_- - - EXISTING FIBER OPTICS LINE ST-11 FOR SLOPE s DENSITY. PARAMETERS 60 RIGHT —OF —WAY W= o Z s o m o� _Z Lu �' cf) - - EX36 "S -- EXISTING SEWER MAIN WITH SIZE A TYPICAL LOCAL STREET SECTION '� 4 ° >_ z w o w Q ° 0 o co NOT TO SCALE 114.5 5'i Q�oowm E50of c/ (J' N zo - - -OHL- -- EXISTING OVERHEAD UTILITY LINE `" TYP. TYP. ' z o W w 2 o W o c Q w o o- -- EXISTING FENCE LINE - VI N ow °z =UOZZL a z 0_ w > - GAS - - - EXISTING GAS MAIN ' c°ZOm azzzu 7 TYP. -- EXWTR -- - EXISTING WATER MAIN w z Q w o w 0 w a w> U Lou U— Lu LL TYPICAL DRIVEWAY DIMENSIONS W � _ ° z o ° 1) ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE NOT TO SCALE U a ° w ° it Q U > UCn W 2�ZQ o° PER CITY STANDARDS. z ° _ ° w = a � w §zE 2>° :�!i 2) ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. w oo a w W = o o 3) ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. w w o ° w > - m �_- � z co — ¢ co m o z m l w _,Z p Q Q of w z � 0- > N o o UW m + ry �W � ZWo o o Ww �>0 o w N -_= 0 >V) m¢ p N m W 1 . o LLLJ d V) PHASE `'f, HORIZONTAL: 1 " =50' COURTLAND AVENUE VERTICAL: I"=2' CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 PHASE 4 31.42' _ ON CURVET m c6 w l oo o r 0; ln t °j :............. C3I.. ................... +...:...:... + O 380 ........ .. r .__- -__ - ............... -- - - - -_ . .. :- ........... 380 EXISTING Gr5'OUND PROFIL F . . . . . . . _ . . . . . . . . 14 FL 0wzI;vE . . . . . . 378.- . . . - o.soq.. I ... ... ....... 378 . . . . . . . .DES /GN - FLOWL/NE-PROFILE -j . . . . . . . . . . . . . . . . . . . . . . . . 376 ................:........ ............................376 10 +00 11+00 12 +00 WEST FLOWLINE PROFILE PHASE 4 31.42' - - - - -- 54.98' i0N CURVE! ON CURVE X_ 1 00 0' c0 U , O U co 0 t UIO mc0 LdN m 106 w 0o r '� !� OIr- rri o'er O,rr? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N! . . . . . . . + c O 380 .... :... r - -- -.— : —. -- - - - - -- -- . -- .......:380 EXISTING GROUND PROF /LF 378 .......... —.1 o09., :... :...:...: 378 . ....... -- : f -0.20%' . . . . . . .DESIGN FL0K.1AE PROFILE - . . . % . . . . . . 376 ............................. ............................376 10 +00 11+00 12 +00 13 +00 EAST FLOWLINE PROFILE U [r; C t C) r O c 00 t + C 00 J L LL_ FL 9 +09.24 01 <) . F�- 0 LLI F- --f i III PHASE 5 cl CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 0 3 2 ccn Ln,N Q e LiJ V): Lf) T_ r- Cr! Q�Q Ld > W Lv -z� ui 04 W (= HORIZONTAL: 1"=50' i ON CURVE Q Q VERTICAL: 1"=2' NI Lo I � �/� rI w c J PHASE 5 ,PHASE EAST FLOWLINE PROFILE s 00 Ln 0 - - -- -- - 31.42'y 54.98' Q i ON CURVE ON CURVE~ IW w i<r oclo 382........ m w; � 0 a > wlao m �; .... ............ . 382 (3 Z M o .............................. .! w Lu w � w Lli a o of a ILL. . . . . . . . . . . . . . . + T, _ - -. . . . . . . a . . - Lo . 380 ............ :... :........ ... :...:... :... :... :...:...:...:...:..._: ::- : —.... :... :... :...:... :...:...- ..: .............:380 XI.�TIIVG GPOUNO OROFILE- - - - - -- - ._� .- J_ .- , A i OWI I . . . . . . . . . . . . . . . . TFL NE . . . . . . . . . . _ - __ 0.56% ,378' :...:..,.:...: +0.219...:...:...: :...:...:...:...: ................ ..: 78 ...................................................................................................... +0:47 DESIGN FLOWUNE PROFILE -' ............................... 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 WEST FLOWLINE PROFILE PHASE 5 PHASE 2 31.42' ON CURVE 382. U N U U-) UIILo It U 00 w100 oW00 �Ir` d U��r Ui0 mo00 Log a?�r. �. . . . . . .m�cr_to. Or4-, � . . . . . . . �,� O r,, . . . . . . . . . . _ . ,r p.� "t AM O O - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -.- . . . . . . -��It7 — -+� . . . . . . . - -�V) I� 00 ..+ ... ........................... Go +0 00 - +�.. ...............,: _ - '�_ ............................... +� . of r 380:...... U- �' .. �,... . �. - "" : ................, <XISTIIVG GROUND PROFILE 9IFL OVYLiNF.................... ............................38® ...... .............. .............. .. .................: : ........... .--- ........................... ..0 %..c............... 378........ ........... :................... :... ...... + 0.. 20%. ............................... ........... ......: 78 +0.22 x-0.25 - DES /GN FLOIyL /NE PROF /Lt 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 EAST FLOWLINE PROFILE s 00 Ln 0 U 0 0 U U O o- d� O 0 z 0 w z DATE 05/28/2013 I PA JOB No. 2078B , 11 SHEET I! OF I8 SHEETS i,{. L,gs-3 Q i IW w W 0 a > mI (3 Z w�� w "_ w � w Lli a o of a ILL. U 0 0 U U O o- d� O 0 z 0 w z DATE 05/28/2013 I PA JOB No. 2078B , 11 SHEET I! OF I8 SHEETS i,{. L,gs-3 CONSTRUCTION NOTES 7 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. M3 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A, CASE "A ". 1 CONSTRUCT TYPE "A" CATCH -BASIN PER C.O.B. STD. DWG. D-14. 1 CONSTRUCT STANDARD DRIVE APPROACH PER C.O.B. STD. DWG, ST -4. 1 SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND /OR — —FOL- - - TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. 0 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING Ld PER C.O.B. STD. T -34 (SEE SHEET 2). INTERMEDIATE PULL BOXES NOT SHOWN. ® CONSTRUCT 20' WIDE ALL WEATHER TEMPORARY EMERGENCY ACCESS WITH 4" CRUSHED EXISTING WATER MAIN AGGREGATE BASE MATERIAL. CONSTRUCT WITH PHASE 1. F9 RELOCATE EXISTING UTILITY POLE - COORDINATE WITH UTILITY OWNER. Fl-01 PROTECT IN PLACE EXISTING UTILITY POLE. C�=022goow W RL — Z W' Cn F- J o O§ Q z p Q CONSTRUCT WIDE CROSS- GUTTER PER C.O.B. STD. ST -17 (CONTRACTOR SHALL COMPACT AREA FDFI UNDER CROSS- GUTTER AND A MIN. OF 1' EITHER SIDE TO 95% MAX. DENSITY, TO A DEPTH OF 1' UJI CONSTRUCT TEMPORARY TURNAROUND AT END OF PHASE BOUNDARY PER PER C.O.B. STD. T -24 12 INSTALL "END ROAD" WITH OMH -3 SIGN AS SHOWN (TEMPORARY TURNAROUND EASEMENT TO BE zo�J� DEDICATED BY SEPARATE INSTRUMENT). © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. + INSTALL STREET NAME SIGN PER CITY STANDARDS. lw 11 PHASE 4 PHASE 5 17 V RA IES 2. 0 U. W O O 0 0 N co RW I- CL R W 30' - FL FL -10' 20' 20' 10' - �� P VARIES 2' TYP. ( 2' TYP. �_ * o MIN• *2% MI * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 12 � A r I .. • H•• • G , a�ar.�nN� fir! I I INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. -0- INSTALL S, Soo LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14. - - RIGHT -OF -WAY -- SEWER 60' SEWER MANHOLE O EXISTING SURVEY MONUMENT - PROTECT IN PLACE. 20' EXISTING UTILITY POLE 1 EXISTING EDGE OF PAVEMENT — —FOL- - - EXISTING FIBER OPTICS LINE - - FX36 "S - -- EXISTING SEWER MAIN WITH SIZE - —OHL- - - EXISTING OVERHEAD UTILITY LINE Ld EXISTING FENCE LINE - - GAS - EXISTING GAS MAIN - FXWTR- -- 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. lw 11 PHASE 4 PHASE 5 17 V RA IES 2. 0 U. W O O 0 0 N co RW I- CL R W 30' - FL FL -10' 20' 20' 10' - �� P VARIES 2' TYP. ( 2' TYP. �_ * o MIN• *2% MI * SEE C.O.B. STD. DWG. ST -11 FOR SLOPE PARAMETERS 12 � A r I .. • H•• • G , a�ar.�nN� fir! I I 1 i 2 cci + O GRADE LINE SEE PLAN VIEW FOR J STRUCTURAL SECTION 60' RIGHT —OF —WAY A TYPICAL LOCAL STREET 'c NOT cfl m` O LLJ F- N LLj �I - .jW= N I O >V) N m LL9 LJJ + 0 35 1 !6k' 1 Dil 20'i 1 20 1 rn ' '2 `- I 5 TYP. 00 3 4 co c6 r6 tc) 00 + + ± N r �_ • - 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 I CURVE RADIUS LENGTH ITANGENTI DELTA I I C1 20.00 31.42 20.00' 190'00'00 "' _31.42' ! ION CURVET 1..1.E 00 W�WwQt Y w � Ul 60' WIN W 0007 1 �- O UIo W 20' 0' 1 LUIM cd 100 � N3 r� r•- U LJJ 17— W W Io W 0ir� Ld 00 pp w >U) ° m< o LLj r <nz�o�o0wz�u W w>- >OUZ2cn�Y i j O'r 1 i 2 cci + O GRADE LINE SEE PLAN VIEW FOR J STRUCTURAL SECTION 60' RIGHT —OF —WAY A TYPICAL LOCAL STREET 'c NOT cfl m` O LLJ F- N LLj �I - .jW= N I O >V) N m LL9 LJJ + 0 35 1 !6k' 1 Dil 20'i 1 20 1 rn ' '2 `- I 5 TYP. 00 3 4 co c6 r6 tc) 00 + + ± N r �_ • - 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 I CURVE RADIUS LENGTH ITANGENTI DELTA I I C1 20.00 31.42 20.00' 190'00'00 "' w L O J � o C:)Ij C� 14.5' 14.5') TYP. TYP. ' — 7' TYP. TYPICAL DRIVEWAY DIMENSIONS NOT TO SCALE 13 14 di L_1 J& 2 - \ 124 87.72 J6 20' ! o' 171 .I Lo N 5 6 a 7 8 L1J L I I' I CI) V) + + �+ U I Q Q W l�J �-- _ CRISPIN STREET CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRID. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 PHASE 4 HORIZONTAL: 1"=50' VERTICAL: 1"=2' PHASE 041 ZW NI >� + I O `Z L�J `? 3: uj 7 0 [If F- 31.42' 31.42' _ _ 31.42' _ I � I 1 ON CURVE, ION CURVE; I I c _31.42' ! ION CURVET 1..1.E 00 W�WwQt Y w � Ul ON CURVE! UIO U � WIN W 0007 �- O UIo W AIM O" cMi LLJ Ultf) m LUIM cd 100 ffi r� w F O Q 2w� LL¢ - rFrn C,L �Qw w W Io W 0ir� od m 100 100 pp Q�O�oz }iw m U v X w U U Q cn Y W w U) ,7] z O - E2 u C z2,: aazZO�� W Z <nz�o�o0wz�u W w>- >OUZ2cn�Y i j O'r °wzw��w� cn0 OUQ�� C�=022goow W RL — Z W' Cn F- J o O§ Q z p Q mo � w° Z�C. ° =UC � =F-o w r- U QwF-Q W! -cr)20 a U UJI -�-w Dw �w'Uj CONSTRUCTION NOTES 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. 3M CONSTRUCT WHEELCHAIR RAMP PER CALTRANS STANDARD PLAN A88A CASE "A ". ® 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 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. 0 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. 10 PROTECT IN PLACE EXISTING UTILITY POLE. ri-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. -� INSTALL TRAFFIC SIGN PER CITY STANDARDS. R1 -1 INSTALL R1 -1 STOP SIGN W/ STOP BAR. C1 INSTAL: 5, boo -UMEN STREET LIGHT PER C.O.B. STD DWG. ST -14. - - RIGHT -OF -WAY 35.00' SEWER C3 C4 35.00' 13.70' 84.00' 197.70' 6.94' 1 202.06' SEWER MANHOLE 00 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. M EXISTING UTILITY POLE EXISTING EDGE OF PAVEMENT COL -- EXISTING FIBER OPTICS LINE - -EX36" :-- - EXISTING SEWER MAIN WITH SIZE -- —OHL- - - EXISTING OVERHEAD UTILITY LINE 0 EXISTING FENCE LINE 0 - -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. _ ILL ri II U . .......... r a z z ow r 9,j,60 FL 9 +11. ,.. O Lo I\ 00 50 51 RW It RW I 30'- - 30' FL FL VARIES 22g M 10' 20' 20' 10' ��� VARIES '77- Tr ,r i -rr �-i --I 2 TYP. I 2 TYP. Z I *2q MIN MIN. I ��� ---6" TYPE „B" CURB & GUTTER W1 4.5' WIDE SIDEWALK GRADE LINE SEE PLAN VIEW FOR COMPACT UNDER CURB, GUTTER AND * SEE C.0 -B. STD. DWG. STRUCTURAL SECTION SIDEWALK (TYP.) 6" MIN. TO 90% MAX. ST -11 FOR SLOPE s DENSITY. PARAMETERS 60 RIGHT —OF —WAY l w CU o o I n >n U-) u') U-) ,I, � 0 m n- o 0 rn 0') 0-) u a') Lo 00 o + + 0 Ln Fr; L6 Fri Sri 0 48 r1_ 47 46 45 I 44 43 I 42 41 40 39 LoIri 01 3 J 49 U a m O Oo oi ui co r- 00 0+0 b- � i� 1 lI _i I ---—- --�- -- I --- -1 —�-- 4i' C3 0 N 12 01 & 2 13 TYP. 15 - -i 10+ 00.0 Oar; - 5 TYP. &❑2 -� - -- - -- N 1 Lo Lo 38 37 CURVE TABLE 0114- CURVE RADIUS LENGTH i TANGENT ° DELTA C1 20.00' 31.42' 20.00' 90'00'00" C2 35.00' 54.98' 35.00' 90'00'00" C3 C4 35.00' 13.70' 84.00' 197.70' 6.94' 1 202.06' 22'25'135' 134'51'11 W z J O z 114.514.5'1 _TYP. TYP.'{I�� I N --, i--- 7 TYP. TYPICAL DRIVEWAY DIMENSIONS U rn ci P� 36 16 17 X11 979 \\ 1 r i ! I � - � �97� i - - j - ! � -' - -` -• z U 0O 1 24 " 0 25 26 27 28 29 30 31 32 O U) - ao 00 00 00 0 oo Z w V o aW U LLJ 00 0114- ............................ r I I 22976 I I 4 a) AT FOWL /i . - - - . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . w i _ rn 0 r L0 m N o' 1 I U N M L6 cfl 06 0) r L0 CO t0 U tf) N 00 d 0 cQ N 00 Li1 O U 0 OI 3 D N N r n . ............ ......... J� . _ _ _ ILL J . .......... r a r r Z w V o aW U LLJ 00 0114- ............................ r I I 22976 I I 4 AT FOWL /i . - - - . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .— . ©.2.1�. . . i _ t- po OO r� m � o' 1 I U i t 3 oil 00 L rn 00 r +� t0 U W W LLJ OQ r �I LL V zi• O 380 :.... - --.I :- .......: -. -: MW . , ........... . 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 PHASE 4 33 Fi N � Ulrn II U m d O (y C14 O W 0 21 ! I h M O�� j 60 04 II it +oar of LF_L. 00 +Ir j N Zw OTI �I u- i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -.__ -.- -- ° I .......... .................... ............................... ......................... . L t11S,111'VG GROUND: PROfILk- NOT TO SCALE 60 20' 0' 1 6 ' I I ILf)� it °! i 5 18 I I! ............................ MW . , ........... . 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 PHASE 4 33 Fi N � Ulrn II U m d O (y C14 O W 0 21 ! I h M O�� j 60 04 II it +oar of LF_L. 00 +Ir j N Zw OTI �I u- i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - -.__ -.- -- ° I .......... .................... ............................... ......................... . L t11S,111'VG GROUND: PROfILk- NOT TO SCALE 60 20' 0' 1 6 ' I I ILf)� it °! i 5 18 I I! U Oro cn po L O r . . . . . . . . . . . . . . . . . . . . . . .� 31.42' j ONCRU~VEI o wO r U , r Oro uj I o6 M !'Z 378 I I 22976 I I 4 AT FOWL /i . - - - . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . .— . ©.2.1�. . . i _ � . . . l I 1 1 � 6b' w w � o' 1 I 34 35 m i t 3 00 4- 00 L rn cJ Or r zLIJ t0 r1 W W LLJ +0.21 f LL V -0.27 U 0 0 LJJ IW�w W (!) U Oro cn po L O r . . . . . . . . . . . . . . . . . . . . . . .� 31.42' j ONCRU~VEI o wO r U , r Oro uj I o6 M !'Z 378 AT FOWL /i . - - - . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . .— . ©.2.1�. . . � . . . . . . . : 378 w w U > )00. -0.27q +0.21 f -0.27 0 LJJ IW�w . ............ ......... + 0.25` . _ _ _ ILL J . .......... o a . DES1GN FLOWUNE PROFILE -= 376 :............... :............ ............................................................... ......................... ............................... Va. ..................376 > U 9 +00 10 +00 11+00 12 +00 13 +00 14 +00 15 +00 16 +00 17 +00 18 +00 w NORTH FLOWLINE PROFILE 54.98' PHASI 4 - - -- — 31.42' ON CURVE I �ON CURVE U M O U co W to N to LINO 't r- 0_ = a! 010 tD w U N (o OM mnr10 M 17 Lo b 0 �M M + ! it 11 LL- Li r- 380' -.- 0 .- :_ Lo cr0, O'�' : : : : : : : : : : — co -__ _ -- :.. _ ,- - -. -. - . -- —. + : �_._T —.. :...:...:380 ...:...:...::: .- .:_ .- .. . . . . . . . .. . . . . . . . . ..:...:...:...: . . . . . . . . . ...:...:...:...:...:...:...:..� . _- - ,: : . . . . . . . . . . . . . . . . . . . . . . . . CD + . . . . . . . . . . . EXI„T'/�'v - GROUND PROF /LE 378. . RT FLOWL /NE . ............................... - .0.23%. . - +0.21 e _ �' 4090 -0, X89 ................. .... .. ...................... ................................................ ............................... _0.25%'' &DESIGN FLOWLINE PROF%LE - 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 0 w�LL wOc� p a U O w O w m p w ZUUajy LLJZ�H 'n m w U, LL w Q f- p ��ro��LLozaz aazUtz�i„�o w =QZmpwm�t- Q w =Owl W cnUQLL ZF- UF- m�OLLw= YwF- ZpF - Opp a zoU) ocnn o Y a 0 0- ¢- C aa�Q��rz -wZ zZ��U(YZp�w O w w o z} w cnYOUU¢zQ oa- UJ am W W> O U Z= m ox pwQwm�w�cn0 W p 0 4 Q w Q z c °zoo °owQEoo zpw, �o�za O a Z a 2 j U U= O w~ Z a Q 6 O ZU) UJ U m ZQ W;Lpm z �Y OLL.��w2 z � o w ut E;- F" aQUi= �wwp, ~o rYT�U>�p� w_- zQG o Z p C? to w � 3 z F => p J p W °'o w w= l m wap,2 ?c,- W ¢=n 0mw- -0=,UmXw m w o W z_j Z O¢ m Q X_j W w v a> F w W U 0 W Z LL' W W Lu Z p ZD 2 2� 2 0 d' Z HHpal -UpwQ2i co N Ln G d z U) o M UJI z < o '�' LLI > O N IY � -0 �J d a co OQ) X u) LL J (� � cu Z_ cu Cf] N o LLI o 06 z J]f i z O (p Lu W o 0 L Lu IL u I DATE 05/28/2013 PA JOB No. 2078B SHEET 16 OF 16 SHEETS (.1 - f,_-53 L . cn Z 0 L0 W 1 Q w w U > ED WWW 0 LJJ IW�w c Q ILL J a o a 00 kill Va. > U W d p, w V o o- `yt�iy w I DATE 05/28/2013 PA JOB No. 2078B SHEET 16 OF 16 SHEETS (.1 - f,_-53 I cn Z 0 L0 W I DATE 05/28/2013 PA JOB No. 2078B SHEET 16 OF 16 SHEETS (.1 - f,_-53 1. 2. 3. 4. v> 6. 7. 8. 0. 10. 11. STRIPING SPECIFICATIONS 1. PAVEMENT STRIPING AND MARKING SHALL CONFORM TO CALTRANS STANDARD SPECIFICATIONS, LATEST EDITION, SECTION 84 -3 "PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS ". APPLICATION OF GLASS BEADS SHALL BE OMITTED. ROADSIDE SIGN & PAVEMENT DELINEATION NOTES TRAFFIC STRIPING, PAVEMENT LEGENDS, & RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 2006. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 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. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2003 EDITION, DATED SEPTEMBER 26, 2006. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT. 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. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 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. i LANGLEY ROAD B.N.S. F. RAILROAD 1 I 1? I i i 21 R26 CA' PAVEMENT DELINEATION LEGEND LL 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. 22 23 24 25 Fil RA SIGN LEGEND INSTALL NEW 1 POST SIGN. FUTURE 1 POST SIGN. SIGN LOCATION SIGN CODES OM1 -3 YELLOW DIAMOND OBJECT MARKER SNS -METRO N METRO STREET NAME SIGN R1 -1 STOP SIGN W1 -6 (L) N 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. Cif F90 99 R f — ❑ NOTE EL TORO VIEJO ROAD IMPROVEMENTS SOUTH OF STATION 18-23 TO BE CONSTRUCTED BY OTHERS WITH RAILROAD GRADE SEPARATION. WOLF RIVER AVENUE 11 11 ! Its ' ® FUTURE STREET LIGHT I i TURE STREET LIG T ! j I — — — — — — — — — — — — — — — — — — — — — — _ dO1S — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- - - -- --- - - - - -- ` A T - -- ■ R26 CA R26 CA - - — Ex swR -- — ___ R26 CA LIMITS OF IMPROVEMEN , S ■ - E SWR -- - -- - -- - - -- - �- AV -EX. SWR -- - - _ _ - -_ - r. 14 15 16 - - - - 17 ( 18 ■ 18 +22.73 0 0�0 0 0 ■ INSTALL END OF ROAD --J BARRICADE WITH ■ LEX FENCE ■ U-) C"4 Li L-i ®(n Q ■Q OVEMENTS SHALL NOT BE CONSTRUCTED BY THESE PLANS) 1,9 - SNS –METRO W1- 6L/OM1 -3 ■ ■ r a ■ ■ ■ ■ C/�ocn Q■< RIBSTON AVENUE yi i u dOlS LL L21+52.71 —EX -- -- ' W1 -7 OM1 ❑ EX R/W FN SNS –METRO ❑ 7 SNS –METRO ❑ CITY OF BADE RS lr LD R26 CA ❑ 23 9 U a w OaUO worn 5 O a z a o m W w ¢ r W Q Z F Z W w= 0 vai�= �wZO���¢ ` oz_;cncriU SwF L a'L��F �sw-,cn0�pam- Z aaCOOwQcncwno o o a M Q� F n Z a�c2aZp w Q K O Y a 5: O Q m O cn W W U z Z ?�o nom °oa Ww} 0 .MT O U z _ Q,�oZ2 ;oom E O § °Q Z — ll,' w z F °wQ ow �,o w q E S a p U o o o J Q z p W w W a" 0 oZ Q O w O a Z a w] o co a v =Ow1z_ -ZwQ0 U5 to -awp w LL W2 <,Cc)ulco a z ¢ w w z O w 0 a z LD�w =�z¢QOp Z�=Utnw2�� W x w 0 �' � w Q z cof W wcnJOft w¢ou. -z >v m¢czn > >:wi�C�` zofw Co. o W z -1? p a m of J w o;� a wwoowz¢cnrw 0 oU-1aD COUNTY Or KERN EX GAS — T391 WIDE PAVEMENT SECTION __PROPOSED) CITY LIMITS SCALE: 1"=50' Ln M co N O W w C) 0 cn w w 0 CL 0 o co Z �� �° r Lu �L-N N Fucl? U � �x i L C) Z M N w to Q) 10 Uj _Z N � Z o� W o 0 a LL W U IL Z it � � i W W � � W co > W w LLIw IoQ;� Jo-oi2 9- oo �O c a M W U 1 t 67 Z O L o w of DATE 05/2812013 PA JOB No. 2078B SHEET 17 OF 15 SHEETS, CONSTRUCTION NOTES [-711 CONSTRUCT PAVEMENT SECTION AS NOTED IN PLAN VIEW F2_1 REMOVE EXISTING CMU BLOCK CURB. ai REMOVE EXISTING SHRUBS AS NECESSARY FOR CONSTRUCTION OF NEW PAVEMENT, PROTECT EXISTING IRRIGATION SYSTEM. ® REMOVE EXISTING APPURTENANCE, COORDINATE WITH OWNER. 50 SAWCUT 1' OR AS DIRECTED BY CITY ENGINEER. © 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. I vi N U n Z pj LL_ OC) r- rn \m rn� N vi i a) U cD N Y co U rY N cn a- \_ 0�ZO 000 U U Q \Z �°ch �w QZ� OJz uj - - RIGHT -OF -WAY ck-z� 0 -ilL - EXISTING EDGE OF PAVEMENT w�� 11' � �w - -OHE- -- - EXISTING OVERHEAD UTILITY LINE z I o a ctf -- - a EXISTING FENCE LINE lZ J� GAS EXISTING GAS MAIN WTR- - - EXISTING WATER MAIN NAT GIRD EXISTING UTILITY POLE, PROTECT IN PLACE -�� EXISTING SIGN E 5' RIGHT -OF -WAY FOR HIGHWAY PURPOSES PER BOOK 764, PAGE 296 OF OFFICIAL RECORDS. r' 1322.3'1 :i r� CIRB & GUTTERS I t� I 53'f �\ I EX. WATER VALVE z Iz a Q m IILd ¢ � O X X I w w J 30' I I m W 0 W N J V) w I 1 1y� 1 I I ,a 2% MIN x x Ow w 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' A TYPICAL SECTION Q'll NOT TO SCALE 81\15r RAILROAD 171' 346' SOUTH RIGHT -OF -WAY LINE OF BNSF RAILROAD EX. GAS MAIN EX. TELEPHONE LINE %NORTH RIGHT -OF -WAY LINE OF LANGLEY ROAD EX H — — — . TELEPHONE SPLICE BOX —5 BLOCK CURBING I 3 \ _ : 0 3 3 BLOCK WALL BLOCK CURBING HRUBS SHRUBS SHRUBS � t ) EX. CONC.-/ % 6 } COUNTY LANDSCAPED ROAD AREA _H SIGN 0 E - �� GAT LAND APED — AREA — — — 0 E - +I PAD ZEX. u TYP. TREE, EX. SPLICE OHE TELEPHONE BOX I Qz� 35. "--------------------------------------- O�z ( SOUTH RIGHT —OF —WAY LINE OF BIISF RAILROAD NORTH RIGHT —OF —WAY LINE OF LANGLEY ROAD 0 0 >- ->- 11' 24' 0 o W J <w Oro- 12' 12' I <w I ,� -- - - - - - -7 / — - - -- -- J Z I O J , �Z anal �0 - - - -- - ---- - - - - -- �z I -------------------- mJ �j mQ I I 00 I 00 z z NAT GRD 2� MIN 2% MIN_ z z NAT GRD J J — _ — — NAT _GRD J J �� 1 (If Of CMU BLOCK CURBING 2 4 F I=— H i` . 1 3 th 00 00 - - -- t fBOX cn z cn z �f OF PAVEMENT `II— � i, ,—, / SHRUBS �' LANDSCAPED TYPICAL SECTION I AREA 1 NOT TO SCALE I I -N- I I I I LANDSCAPED I AREA GATE LANGLEY ROAD I (MID SECTION LINE /PROPERTY LINE) I I I I I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — AREA DETAIL 1 SCALE: 1"= 10' �� LANGLEY ROAD MAY 5, 1938 PER BK.v764, PG._296, O.R. (MID— SECTION LINE /PROPERTY LINE) 188' SEX. GAS r-1 MARKER SIGN ---EX. SCRAP /DIRT PILE --,\ I — — — — -- - - ___ T5 N EX. DIRT ROAD N 1 I — -- -- - - - -- - _ 1 EX. DIRT PILE -- EX. GUARD POSTS E ¢ �30' ROAD EASEMENT PER SALES o EX. FENCE, Q J \ MAP OF LANDS OF J.B. HAGGIN I `� TYPICAL I r EX. SCRAP /DIRT PILE n "-EX. FIRE HYDRANT _ _ AND WATER VALVE EX. OVERHEAD EX. CONC. AC AREA =2,020 SFf EX. TELEP TONE J UTILITY LINE DRIVEWAY SPLICE BOX CD ( SEE DETAIL ui I Q I Qf CEI I I w D o p,IM. 51 6"1 L -K. 23, fir. I OF 30 c� I EX. RIGHT -OF -WAY EX. HOUSE I 35' ROAD ACCESS EASEMENT RECORDED MAY 5, 1938 PER BK. 764, PG. 296, O.R. ---- - - - - -- — — — - I I O =iQ W Q uj I � � I I I I I I EX. SCRAP /DIRT PILE — QHF - - EX. BUILDING I I EX. BUILDINGS I I I --- ----------- - -I - -� I P,\RCE I 2 I PAM, 5161 I E3K, r �J, 1,G. ::3J PHASE 1 LANGLEY ROAD CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =4.5 R =55.0 w 0 � ¢ z O Q EX. GATE — F,/�%CE L 3 PJM. 5161 SK. 2=3, PC. 3:3 EX. BUILDING LANGLEY ROAD SOUTH RIGHT -OF -WAY LINE OF BNSF RAILROAD NORTH RIGHT -OF -WAY LINE OF LANGLEY ROAD 0- 1 (MID — SECTION LINE /PROPERTY LINE) _ w � 507' 110' — AC AREA = 17,430 SFf — +----- - - - - -- -- — — — — — — — — — — — — — — - s-------- - - - - -- —� �. - - - -- �- M� OHE -- — - -OHF, - I I I t J— 020 -096 PHASE 1 LANGLEY ROAD 1 i I CONSTRUCT MIN. 0.20' A.C. PAVING OVER MIN. 0.40' CRUSHED AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY Ti =4.5 R =55.0 L EX. CONC.I PAD 15' IRREVOCABLE OFFER OF DEDICATION TO I THE COUNTY OF KERN PER BK. 5190, PG. 445, O.R. 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W W = w w m ~ m w w 'S W Lt l w F W 00 O Z�\ c o rM MO w I _> U cD � .r w Z Q J ~ ICY) D w 00 O 2 (.0� p~ w �U.j crN Q w w 0� .N M O N 3 ° r7 U m Z 00 o 0 Lu N E DATE 5/28/20131 PA JOB No. 2078B SHEET a ¢ Li m i m co 18 0 N 1-1 OF 18 SHEETS