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HomeMy WebLinkAbout1.1-7240REVIEWED BY0 wo/ TRAFFIC ENGINEER, CITY OF BAKERSFIELD REVIEWED BY: (,/2,wb7/IY ASSISTANT PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD APPROVED BY: PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS C. FIDLER, R.C.E. 61069 DATE DATE DATE BENCHMARK USED: TOP OF CONCRETE MONUMENT IN LAMPHOLE AT CENTERLINE INTERSECTION OF WILD RYE WAY AND HUCKLEBERRY DRIVE. ELEVATION = 352.08 (CITY DATUM) BENCHMARK SET: SET NAIL ON TOP OF CURB AT EAST SIDE OF THE SOUTHEAST CURB RETURN AT THE INTERSECTION OF STOCKDALE HIGHWAY AND STOCKDALE RANCH DRIVE. ELEVATION = 356.49 (CITY DATUM) BASIS OF BEARINGS: THE BEARING OF SOUTH 89 °29'48" EAST FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 3, T. 30 S., R. 26 E., M.D.B.& M. (ALSO BEING THE CENTERLINE OF STOCKDALE HIGHWAY) PER RECORD OF SURVEY FILED IN BOOK 17 OF RECORD OF SURVEYS AT PAGE 98 IN THE OFFICE OF THE KERN COUNTY RECORDER'S OFFICE WAS USED AS THE BASIS OF BEARINGS SHOWN UPON THIS MAP. LEGAL DESCRIPTION: A PORTION OF PARCEL "A" OF LOT LINE ADJUSTMENT N0. 41 -06 AS PER CERTIFICATE OF COMPLIANCE RECORDED SEPTEMBER 1, 2006 AS DOCUMENT N0. 02 06 21 86 61 OF OFFICIAL RECORDS, ALSO BEING A PORTION OF THE NORTH HALF OF SECTION 3, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. VICINITY MAP. -N- NO SCALE TRACT 724 0 BAKERSFI CALIFORNIA UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DIAL TOLL FREE 1- 80227 -2600 AT LEAST TWO DAYS BEFORE YOU DIG SHEET No. INDEX Cf> TITLE SHEET CD GENERAL NOTES — DETAILS CONDITIONS OF APPROVAL NOTES D STOCKDALE RANCH DRIVE STA. 75 +00 — 86 +00 Oa STOCKDALE RANCH DRIVE STA. 86 +00 — 94 +00 M STOCKDALE RANCH DRIVE STA. 94 +00 — 100 +00 CD STOCKDALE RANCH DRIVE SIGNING AND STRIPING PLAN STOCKDALE HIGHWAY INTERIM STRIPING — PAVEMENT TRANSITION PLAN OO STOCKDALE RANCH DRIVE SIDEWALK — PARKWAY PLAN MATERIALS LIST ESTIMATED QUANTITIES FOR PLAN CHECK AND INSPECTION FEE CALCULATIONS. NOT TO BE USED FOR BIDDING PURPOSES. ARTERIAL STREET (STOCKDALE HIGHWAY) 0.45' A.C. /0.70' A.B. COLLECTOR STREET (STOCKDALE RANCH DRIVE) 0.30' A.C./O.40' A.B. 6" CURB AND GUTTER 6" THICK DRIVE APPROACH 4" THICK SIDEWALK SURVEY MONUMENT ENCASEMENT METRO STREET NAME SIGNS TRAFFIC CONTROL SIGNS WHEEL CHAIR RAMPS STREET LIGHTS SA WCU T STRIPING MULTI —USE TRAIL (4" THICK. CONC. PAVING) TRAFFIC SIGNAL INTERCONNECT END OF ROAD BARRICADE LEGEND CL— CENTERLINE DWY— DRIVEWAY FL— FLOWLI N E BCR— BEGIN CURB RETURN ECR— END CURB RETURN Pi— POINT OF INTERSECTION EC— END CURVE BC— BEGIN CURVE PIVC— POINT OF INTERSECTION VERTICAL CURVE POVC— POINT ON VERTICAL CURVE BVC— BEGIN VERTICAL CURVE EVC— END VERTICAL CURVE PRC— POINT OF REVERSE CURVATURE PCC— POINT OF COMPOUND CURVATURE POC— POINT ON CURVE GB— GRADE BREAK HP— HIGH POINT 288 LF 2,125 SF 2,459 LF 159,790 SF 4,735 LF 558 SF 119340 SF 6 EA 9 EA 28 EA 10 EA 7 EA 350 LF 9,100 LF 26,926 SF 29410 LF 1 EA LEGEND �X SHEET INDEX NUMBER Q DIRECTION OF DRAINAGE OO CONCRETE MONUMENT -O- STREET LIGHT GCB #12 CATCH BASIN w /NUMBER -+- PROPOSED STREET NAME SIGN Z W :2 a z 0 Li Q c °o Q W m W w D F- D QZ a�> Q�� U Q - "- KEY MAP. SCALE: 1' =200' lin V to u- LL. t- a tL V 0 w O co z0 LZ WaLu LU m Z m H 0 z° ~`-z0z w =¢z owc crcn�wz�> �t C/) U- rpz- -iwC62 O Ww =W- �U} =Mzm co Q 0 LU 1­0 t�C0- 000u��cC� ozo�a�i --�-�o Q w Q- LL S O ZW wwWCUQ� V �- �Z co) 0 0 z 0 viZ uurw � >0U= w cor) _z 0 © X:<0-mzZ Q'- L-ozuoa' -m 0}O}..�C� WWOZ> zw2Lu WQ1= 00 C-) L) Owzw10LuVQn, QWOzz =0©ZzQ V�0wF-ZLu<0.0 z?m �ZZZU w<Cw >Vwa �LL �w�`�zCio3z0 =z�ww z Zcl �UC13Wx:�wW cl wu°�.iW =w0m OwLu � -j`� w<'aLL-z? GENERAL NOTES 1. 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 MAY 2006. 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. 24 HOUR NOTICE: PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE SECTION MAY BE NOTIFIED AT (661) 326- -3049. 5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING DIMENSIONS, DATA AND MEASUREMENTS AT THE BUILDING SITE PRIOR TO CONSTRUCTION. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 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. SEE WATER, SEWER, AND STORM DRAIN PLANS FOR OTHER IMPROVEMENTS THAT ARE A PART OF THIS PROJECT. COB._ STREET IMPROVEMENT NOTES 1. THE SUBDIVIDER, IF REQUIRED, SHALL OBTAIN GRADING APPROVAL AS REQUIRED BY CITY OF BAKERSFIELD ORDINANCE, PRIOR TO START OF ANY EARTHWORK. 2. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT -OF -WAY AS DIRECTED BY THE CITY ENGINEER. 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM "R" VALUE AS STATED IN THE SOILS REPORT. SEE STRUCTURAL SECTIONS FOR EACH STREET FOR SPECIFIC INFORMATION. SHOULD FURTHER TESTING SHOW A LOWER "R" VALUE OF THE ACTUAL IN PLACE MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE LOWER "R" VALUE, IN ACCORDANCE WITH CITY ENGINEER. 5. RELATIVE COMPACTION OF NOT LESS THAN 95% SHALL BE OBTAINED FOR A MINIMUM DEPTH (T) OF 1.1 FOOT BELOW FINISH GRADE ON LOCAL STREETS (T =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. IN ADDITION, RELATIVE COMPACTION OF NOT LESS THAN 90% SHALL BE OBTAINED FOR A MINIMUM DEPTH OF 0.5 FEET BELOW GRADING PLANE FOR THE ENTIRE WIDTH OF PAVEMENT (LIP OF GUTTER TO LIP OF GUTTER). 6. THE CONTRACTOR SHALL OBTAIN 90% RELATIVE COMPACTION UNDERNEATH THE SIDEWALK AND CURB AND GUTTER TO A DEPTH OF 6 ". THE LOCATION OF THE TESTS SHALL BE DETERMINED BY THE CITY. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. $• 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. 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 W 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 8 (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(8), "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 IS TO BE SAW CUT IN A NEAT STRAIGHT LINE, EITHER PARALLEL OR PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT A MINIMUM DISTANCE OF ONE (1) FOOT FROM THE EXISTING EDGE OF PAVEMENT. 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION 39 -4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS SHALL BE MET. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BY THE CITY ENGINEER. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER, AND HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES IS NOT GREATER THAN THAT WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 12. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP -OFFS ON EACH LANE AND ALONG THE LONGITUDINAL DROP -OFF BETWEEN ADJACENT LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING OPERATIONS RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS DETERMINED BY ASTM D -2041. IN -PLACE DENSITY SHALL BE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 14. IF THE IN -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE IS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED WITH MATERIAL THAT MEETS THE IN -PLACE DENSITY REQUIREMENTS. 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS THAN 90% OR MORE THAN 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 DEVELOPERS 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 DEVELOPERS 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. CCITY STANDARD PATES INPUT PANQ 14 w ° 2 U NINE OW R ASSIGNMENTS PIN FUNCTION WIRE COLOR 7B -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN W117E T31 -J c�QC3O w0 co Uj 0nw ou�iQ B AUDIO IN BLAM 781 -4 BLACK C AUDIO OUT 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. -z w ,�, �► z L W tffiv TB -1 TB -1 -1 (CONTRACTOR TO OBTAIN LATEST EDITION, 10- 26 -89, UNLESS OTHERWISE NOTED) w m Z � _ < o � -- 7B-2 a O 7B -2 TB -J (Comm In) az�zW:o,::o TB -J (Comm In) CITY STD. NO. DESCRIPTION CITY STD. NO. DESCRIPTION Ce co co u- �, F O z (n c_� ° �O 0 7B -4 (Comm In) CR rnLO ST -1 CURB AND GUTTER (TYPE A , B AND C) El ST -17 WIDE CROSS- GUTTER w z o w = w v C) � � Z �` "C ° 7B -6 (Comm Out) ST -2 COMMERCIAL DRIVEWAY INTERZ00N ST -18 " " » ,� '� MEDIAN CURBS (TYPE M , M -1 AND M -2 ) W CL � w 1 z z° ° � � Q -� 0 (0 w --�- > Cr - ST -3 SIDEWALK ❑ ST -19 HANDICAP RAMPS w a.000w _u c� ¢QaM�P�� =z z Z - 0 Ce z Q ~ w � �►- ct� `� El ST -4 RESIDENCE DRIVEWAY ❑ ST -20 PRIVATE STREET GATES QOzcaw ..W �� .UQ U z z C) z m z °oa °oa 0 � V3 ti ❑ ST -5 HOUSE NUM NUMBER FOR CURBS ❑ ST -21 REFUSE CONTAINER PAD c?� ov, CO w>-wC>0Cz(=n� o Z > O - z U) Z m Ca N jzQpcwwzz° w N M El ST -6 PAVEMENT PATCHES ST -22 TRENCH BACKFILL AND COMPACTION REQUIREMENTS cn o O w - �` z ? w ° co F= m 90�Q`�'W�z8d 06 Uj 0 o cnN El ST- 7 CROSS-GUTTERS ED o ©}-z� t13U -Z> Z t1l � - D 10 SIDEWALK UNDERDRAIN ? o _ o ° w ❑ ST -8 26 INCH PART CIRCLE CULVERT ❑ _ D 11 DRAINAGE BASIN w�-Qwt -cn CL zowww"-pe Oz°� z CC= o w U Q 1..i. � z � co o » �, O a.Za.P W >C,0 <woz =vOzZQ"_' U - z a N V_ ST -9 STREET SPECIFICATIONS D -14 CATCH-BASIN, TYPE A u= w Q � Z W OZ Cn � w ® ST -10 STREET SECTIONS El D -15 CATCH -BASIN TYPE ')A-11p E -zEca n.Zzz� LL QW. � � > Q 0 ° � M o aFU Q ❑ ST -1 OA STREET SECTIONS D -16 GUTTER DEPRESSIONS (nw� Z<UjZ000 z -J O ST -11 STREET CROSS SECTIONS ❑ SW -4 » » MANHOLE, TYPE A WITH DROP CONNECTION („a -'wW °moo _ <[ U > ...1 C�inW�nzQ O ? 0 _ y Co w � w u_ w ❑ ST-1 2 ALLEY CROSS SECTION El SW -5 FRAMES & COVER FOR MANHOLES & CLEANOUTS QO =� ©�Ocn 'S >Q� a w o '�` w o m [!= ©wWam) J- ST -13 SURVEY MONUMENT � T -1 STREET SIGN, POST TYPE WQpU°Z >ca !;Q:3 Q a C� 5 Dw z z R w _ ST 14 "STREET STREET LIGHT, MAST ARM TYPE T -5 MAJOR COLLECTOR AT INTERSECTION WITH MAJOR ARTERIAL ¢WawwU_o >m a- x 1 s2 ir -T o w z F - k- dE. - (.56wQq El ST -15 CUL -DE -SACS ❑ T -12 MINIMUM ACCESS DESIGN ❑ ST -16 STREET KNUCKLE ❑ T -24 SUBDIVISION TURNAROUNDS FOR STREETS TO BE EXTENDED "FIBERGLASS STREET TREE LIGHTS NOT ALLOWED T -34 TRAFFIC SIGNAL INTERCONNECT - WIRING AND PULL BOXES CALTRANS STANDARD PLANS ri....'..i.:n -eFy.. A . P; 1 • THE FOLLOWING CALTRANS STANDARD PLANS SHALL BE CONSIDERED A PART OF THESE PLANS. (CONTRACTOR TO Q OBTAIN LATEST EDITION THEREOF) a. CALTRANS STD. PLAN DESCRIPTION U_ Lai RSP A88A CURB RAMP DETAILS ' ..ti QC O ce w Z . . Z w ® U cn w > sP. W ry 0 U_ w THE FOLLOWING NOTES ARE FROM TRACT 7240 CONDITIONS OF APPROVAL U. w a. 0.0- d 1. DURING CONSTRUCTION, ALL PIPES, CULVERTS OR SIMILAR STRUCTURES WITH A DIAMETER OF FOUR INCHES OR GREATER SHALL BE KEPT CAPPED TO PREVENT ENTRY OF THE KIT FOX. IF NOT CAPPED OR OTHERWISE COVERED, THE OPENINGS SHALL BE INSPECTED TWICE DAILY IN THE MORNING AND EVENING AND PRIOR TO BURIAL OR CLOSURE, TO ENSURE NO KIT FOXES OR OTHER WILDLIFE BECOME ENTRAPPED OR BURIED IN PIPES. 2. DURING GRADING AND CONSTRUCTION, THE PROJECT CONTRACTOR SHALL ENSURE ALL TRASH AND FOOD WASTE IS DISPOSED OF IN CLOSED CONTAINERS AND REGULARLY REMOVED FROM THE PROPOSED PROJECT SITE DURING CONSTRUCTION. ABSOLUTELY NO DELIBERATE FEEDING OF WILDLIFE SHALL BE ALLOWED. 3. PRIOR TO EARTH DISTURBANCE PHASES OF CONSTRUCTION, ALL CONSTRUCTION PERSONNEL SHALL BE TRAINED IN SENSITIVE IDENTIFICATION AND AVOIDANCE TECHNIQUES AND BE INSTRUCTED TO BE ON THE LOOKOUT FOR KIT FOX DENS DURING EARTH DISTURBANCE. PROOF OF TRAINING SHALL BE SUBMITTED TO THE CITY OF BAKERSFIELD PLANNING DEPARTMENT. ANY EVIDENCE, SUCH AS DENS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 4. ANY EVIDENCE, SUCH AS BURROWS OR POTENTIAL RAPTOR NESTS, OBSERVED AT ANY TIME DURING CONSTRUCTION, SHALL BE PROMPTLY REPORTED TO THE REVIEWING AGENCIES FOR RESOLUTION. 5.DURING EXCAVATION AND GRADING ACTIVITIES, IF ARCHAEOLOGICAL RESOURCES ARE DISCOVERED ON -SITE, THE PROJECT DEVELOPER /CONTRACTOR SHALL STOP ALL WORK AND SHALL RETAIN A QUALIFIED ARCHAEOLOGIST TO EVALUATE THE SIGNIFICANCE OF THE FINDING AND APPROPRIATE COURSE OF ACTION. SALVAGE OPERATION REQUIREMENTS PURSUANT TO SECTION 15064.5 OF THE STATE CEQA GUIDELINES SHALL BE FOLLOWED AND THE TREATMENT OF DISCOVERED NATIVE AMERICAN REMAINS SHALL COMPLY WITH STATE CODES AND REGULATIONS OF THE NATIVE AMERICAN HERITAGE COMMISSION. 6.IF HUMAN REMAINS ARE DISCOVERED AS A RESULT OF THE PROPOSED PROJECT DURING DEVELOPMENT, ALL ACTIVITY SHALL CEASE IMMEDIATELY, THE PROJECT DEVELOPER /CONTRACTOR SHALL NOTIFY THE KERN COUNTY CORONER'S OFFICE IMMEDIATELY UNDER STATE LAW, AND A QUALIFIED ARCHAEOLOGIST AND NATIVE AMERICAN MONITOR SHALL BE CONTACTED. SHOULD THE CORONER DETERMINE THE HUMAN REMAINS TO BE NATIVE AMERICAN, THE NATIVE AMERICAN HERITAGE COMMISSION SHALL BE CONTACTED PURSUANT TO PUBLIC RESOURCES CODE §5097.98. 7. DOGGR SHALL BE CONTACTED TO OBTAIN INFORMATION ON THE REQUIREMENTS FOR AND APPROVAL TO PERFORM REMEDIAL PLUGGING OPERATIONS IF ANY OTHER ABANDONED OR UNRECORDED WELLS ARE UNCOVERED OR DAMAGED DURING EXCAVATION OR GRADING. & DURING CONSTRUCTION, STATIONARY CONSTRUCTION EQUIPMENT SHALL BE PLACED SUCH THAT EMITTED NOISE IS DIRECTED AWAY FROM NOISE SENSITIVE RECEPTORS, TO THE SATISFACTION OF THE BUILDING OFFICIAL. 9. THE PROJECT CONTRACTOR SHALL INCORPORATE FEASIBLE MUFFLING FEATURES INTO ALL CONSTRUCTION VEHICLES AND EQUIPMENT AND INTO CONSTRUCTION METHODS, AND SHALL MAINTAIN ALL CONSTRUCTION VEHICLES AND EQUIPMENT IN EFFICIENT OPERATING CONDITION. 10. STOCKPILING AND CONSTRUCTION VEHICLE STAGING AREAS SHALL BE LOCATED AS FAR AWAY AS PRACTICAL FROM NOISE SENSITIVE RECEPTORS DURING CONSTRUCTION ACTIVITIES. 11. IF DURING SOIL REMOVAL, EVIDENCE OF PETROLEUM PRODUCTS APPEARS TO CONTINUE BELOW THE GROUND SURFACE, SAMPLING SHALL BE PERFORMED TO CHARACTERIZE THE EXTENT OF CONTAMINATION AND IDENTIFY APPROPRIATE REMEDIAL MEASURES. 12.IF UNKNOWN WASTES OR SUSPECT MATERIALS ARE DISCOVERED DURING CONSTRUCTION BY THE CONTRACTOR, WHICH HE /SHE BELIEVES MAY INVOLVE HAZARDOUS WASTE /MATERIALS, THE CONTRACTOR SHALL: IMMEDIATELY STOP WORK IN THE VICINITY OF THE SUSPECTED CONTAMINANT, REMOVING WORKERS AND THE PUBLIC FROM THE AREA; NOTIFY THE PROJECT ENGINEER OF THE IMPLEMENTING AGENCY; SECURE THE AREAS AS DIRECTED BY THE PROJECT ENGINEER; AND NOTIFY THE IMPLEMENTING AGENCY'S HAZARDOUS WASTE /MATERIALS COORDINATOR. 13.IF, DURING GRADING AND CONSTRUCTION, POTENTIAL UNKNOWN BURIED HAZARDOUS MATERIALS ARE FOUND, AND /OR UNIDENTIFIED MATERIALS ARE DISCOVERED IN THE PRESCRIBED SOIL TESTING, HEALTH AND SAFETY PROCEDURES SHALL BE IMPLEMENTED IMMEDIATELY BY THE CONTRACTOR. PROCEDURES SHALL INCLUDE, AT A MINIMUM, EMERGENCY MEDICAL TREATMENT, EVACUATION OF THE SITE AND /OR THREATENED AREA, AND NOTIFICATION ACTION. NOTIFICATION SHALL BE DETERMINED BY THE APPROPRIATE AGENCY WHICH MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING AGENCIES: KERN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH SERVICES, CITY OF BAKERSFIELD FIRE DEPARTMENT, SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT, AND THE REGIONAL QUALITY CONTROL BOARD. EVACUATION AND DETERMINATION REGARDING THE TYPE OF CONTAMINATION ENCOUNTERED AND BEST COURSE OF ACTION WOULD BE DETERMINED BY THE RANKING OFFICIAL AND ANY REQUIRED REMEDIATION MEASURES SHALL BE IMPLEMENTED. WORK SHALL STOP IMMEDIATELY IF ANY UNKNOWN SOIL OR OTHER HAZARDOUS MATERIALS CONCERNS ARISE DURING ANY PART OF THE TESTING, GRADING, AND CONSTRUCTION ACTIVITIES ON THE PROPOSED PROJECT SITE. 14. IF ANY PG &E PIPELINE IS RUPTURED DURING GRADING, PG &E SHALL BE NOTIFIED AT (800) 743 -5000, AND 911 (KERN COUNTY EMERGENCY SERVICES) SHALL BE CALLED. 15. IF TRANSITS PIPE IS LOCATED ON THE SITE DURING CONSTRUCTION ACTIVITIES, THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) SHALL BE CONTACTED FOR PROPERTY DISPOSAL PROCEDURES AND REQUIREMENTS. TRANSITS PIPE SHALL THEN BE REMOVED AND PROPERLY DISPOSED PER THE SJVAPCD GUIDELINES. 16. PURSUANT TO THE SAN JOAQUIN VALLEY AIR POLLUTION CONTROL DISTRICT (SJVAPCD) REGULATION VIII - FUGITIVE PM10 PROHIBITIONS, ALL AREAS WITH BARE SOIL EXPOSED AS A RESULT OF THE PROPOSED PROJECT'S EARTHWORK ACTIVITIES SHALL BE LANDSCAPED AT THE EARLIEST TIME POSSIBLE OR STABILIZED BY WATERING WHEN WINDS EXCEED 20 MILES PER HOUR (MPH) IN ORDER TO REDUCE THE POTENTIAL INHALATION OF SPORES CAUSING VALLEY FEVER. OP MOM 1NMMffCT1f&M1NAL IXOCC T8-1 INPUT PANQ 14 NINE OW R ASSIGNMENTS PIN FUNCTION WIRE COLOR 7B -1 WIRE COLOR MODEM HARNESS INTERCONNECT CABLE A AUDIO IN W117E T31 -J N WTF B AUDIO IN BLAM 781 -4 BLACK C AUDIO OUT RED T81 -5 BLAff E AUDIO OUT wffiv TB1 -6 tffiv TB -1 TB -1 -1 O O T8-1 7B-2 a O 7B -2 TB -J (Comm In) TB -J (Comm In) TB -4 (Comm In) 0 7B -4 (Comm In) TB -5 (Comm Out) _ T5-5 (Comm Out) TB -6 (Comm Out) 7B -6 (Comm Out) INTERZ00N INMWC776 N LOCATION A LOCA776W B INTERCONNECT DETAIL n NIS ?5mrn) 2 "(50mm) CONDUI T TOP VIEW LIDS SHALL READ "TRAFFIC SIGNAL" 2 "(50mm) CONDUIT .. 12 (300mm) 3 "(75mm) KNOCKOUT KNOCKOUT FOR 4 (100mm) MUL TJDUCT EXTENSION Q 0 1 OR MUL TT- CONDUI T SYSTEM NOT REQUIRED FOR NO.5 PULLBOX) d ° CLEAN CRUSHED ROCK SUMP, SEE J -(75m) MIN. o STD PLAN ES -8 CONDUITS SHALL BE SECTION A -A FOR ADDITIONAL SECTION B =B CAPPED IN PULL BOXES N DETAILS NO 5 PULLBOX WITH EXTENSION � � - • - .... - -° °" - - . - (N0.6 PULLBOX {NTH EXTENSION SIMILAR) • y ; - .: , s - - MUL 0 V�wig 77-DUCT : - - J - � - - ..�' TRAFFIC SIGNAL INTERCONNECT SHALL BE INSTALLED R =4 MIN (1.2m) ALONG ALL ARTERIAL & COLLECTORSTREETS OR AS DIRECTED VARIES R= 4'(1.2m) MIN AS PART OF THE STANDARD STREET IMPROVEMENT. OMISSION OF INTERCONNECT CONDUIT ALONG ARTERIAL OR COLLECTOR SWEEP TO PULLBOX STREETS MA Y BE ALLOWED WHERE ACCEPTABLE AL TERNA TE MEANS OF COMMUNICATION IS PROVIDED FOR IN THE CITY IS TRAFFIC COMMUNICA I7ON MASTER PLAN. NOTE.• TO BE USED ONL Y WHEN MULTI -DUCT CONDUIT IS REQUIRED ON ALL SIGNAL CONDUIT IS ALLOWED TO BE PLACED COMMUNICA 77ON BACKBONE ROUTES SHOWN ON THE AT GUTTER LIP LINE. IN ALL OTHER CITY TRAFFIC COMMUNICATION MASTER PLAN, PULL BOXES CASES, CONDUIT IS TO BE L OCA TED ARE TO BE NO. 6. UNDER SIDEWALK AREA. T- 34.DWG ALL OTHER ROUTES DATE os /ss INSTALL 1 2" 50mm SCHEDULE 40 CONDUIT UNDER SIDEWALK WITH STANDARD DRAWN ( , PULL BOXES A T 400 (120m MAXIMUM INTERVAL. PULL BOXES TRAFFIC SIGNAL R. Starbuck SHALL BE NO. 5 # Y EX l NSION S AND KNOCKOUTS. CONDUIT CHEMED INTERCONNECT- Bruce Deeter SHALL BE BROUGHT INTO PULL BOXES PARALLEL TO THE EXISTING SURFACE �HORIZO NT AL} THE TOTAL ANGULAR BEND WIRING AND PULL BOXES SGAE None OF CONDUIT BET 9fN PU APPROVED LL BOXES SHALL NOT EXCEED 180 DEGREES. A PULL ROPE CONFORMING TO SECTION CITY of BAKERSFIELD 86 -2.05C "INSTALLA RON" OF THE STANDARD SPECIFICATION CALIFORNIA T-34 SHALL BE INCLUDED IN ALL INTERCONNECT CONDUIT FOR INSTALLATION OF FUTURE CONDUCTORS. \ .,.. \ ­,-) C-) L D ,,NEER � b 4 Cn a � Cn O y Of W U) � z - � � a - F- Z w z o V w , � Z w � Q w 0 0 �wz Q Q - Q � ~ W W � W z C� W 0 3 H N O to � O N � 0) J. W � o DATE 05/15/2014 N PA JOB No. 13 -2710 SHEET 0 L N OF 7 SHEETS CONSTRUCTION NOTES F-1-1 F31 F4-1 F5_1 F6_1 a a CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST -1. CONSTRUCT 6' WIDE MEANDERING TYPE SIDEWALK PER C.O.B. STD. DWG. ST -3. CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D -14. CONSTRUCT 12' WIDE CONCRETE MULTI -USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST -3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS -BY OTHERS). CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A ". SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT 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). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. INSTALL STREET NAME SIGN (SEE SHEET 6 FOR DETAILS). INSTALL TRAFFIC SIGN PER CITY STANDARDS (SEE SHEET 6 FOR DETAILS). INSTALL R1 -1 STOP SIGN W/ STOP BAR (SEE SHEET 6 FOR DETAILS). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING Z C L r -.l Q �t1 J IV i0 w 0 fit! ti © CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST -13. -(D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST -14 AND C.O.B. SPECIAL PROVISION SECTION 86 -8.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. O SEWER MANHOLE O SEWER CLEAN OU T 0 STORM DRAIN MANHOLE � EXISTING UTILITY POLE TO BE RELOCATED, COORDINATE WITH UTILITY OWNER. PROPOSED RIGHT -OF -WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) = - = PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) TSi PROPOSED TRAFFIC SIGNAL INTERCONNECT - '/ - EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN - DEPTH UNKNOWN T EXISTING UNDERGROUND TELEPHONE LINES) - DEPTH UNKNOWN FO EXISTING UNDERGROUND FIBER OPTIC LINE(S) - DEPTH UNKNOWN ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. STRIPING CONSTRUCT MIN. 0.30' TYPE 'A' A.C. PAVING OVER MIN. 0.40' CL -II AGGREGATE BASE OVER MIN. 1.00' NAT. GRD. COMPACTED TO 95% MAX. DENSITY TI =6.0 R =44 . ll;;j c J� z a o_j o0 c �- 00 00 T_ w • + Lr `o + 00 � -N- HORIZONTAL: VERTICAL: w z J i r t� Q 1 it =50' 1 "= 2' ji Z i J 48.34' 48.34' ON CURVE-1 ON CURVE il>- N i- �N Sao moo 11 �ao � Im W0 N ^ W� � o m� � 11 ui o0� � LO LO � 0� Z I 356 ...... ° oc�iM ...............................................................° Q�K'....... ..... ............. .°o,oK'...... to PO o�"�......... ............................°off " iJt'M.-- ....oc=.�... ..356 00 OW ++* ..:...:.... + :+ + : + � . + c; CN + - :354 *LOLO' . . . . . . . . . . . . . . . . . .......... CN ....................................... Lo;.j ......... CO LO .00 co co U- .0000 U- LL_ EX /STliilG GROUND PROF /LE 352 ---- . -_._ _ . ATCENTERL /NE . _- - - - - -- - - -- -- -- - - -- - - - - -- .....�...... ........... .........352 SLOPE � 2:1. TO EX. GRD. . . DE-576W �ZOWLINE PR�/L£ - - - _ mow DEIGN FLOWUNE PR�7YE. - - - - 0.2090 0% �� 03% � � -0.2Q� : +0.29% . . . � _ _ 350 :...:...: ................ -o.s o-.....---.............. :...:...:.......:...:...:...:.. +o.?sq- ................................................ ........ �-- ��--- ........- - - - -�� .... ..............:350 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75 +00 76 +00 77 +00 78 +00 79 +00 80 +00 81+00 82 +00 83 +00 84 +00 85 +00 86 +00 NORTH -WEST FLOWLINE PROFILE 47.12' 47.12' 46A1' 46.01' ON CURVE ON CURVE ON CURVE ON CURVE � v � c� � � 11 Ir co �.m c� c� _ .�.v '`� U Ix 100 X ce 0 U N �w � .�.z �m� �m0 WO m0 �Wp or- c* p� �mi0 t+1pm�0 �W� �J M - �M M M �N�j Ott N� M w "' w ........356 356 ...: g� ................................... ...........o�.................a ���o�° °..............- - -...� �....................... ............................�.Q M........M...o Q��o .moo ...rn � � 354.* ...,+, �+ ., ..:...:...:... :...:...:...:...:...:...:...:.. + .:...:. .: ..: +* . +:...:..- :- ..:...:...:... ...:.. .:...:...:...:...:...:...:.. -:- - :- ..:...:...�+ :.. -:- .: ..� +. :. °+ + ..:...:354 00 . 00 00 00. EX /ST/NG GROU�1/D PROF /LE - - 352 :- - -- .:...:...:...:.. .:...:...:...:...:...:...:...:. .:.... .: : - -- -=--=-=-- = - - = -- - --=-=--=--=-=--=---- �=----=-=---- - --- -- - -_ _ --- -- : -- - -- .:352 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..:...:...- 0.20.. -: ..: -..:. � :. . :. ..:...:...: ............. . � � +0.20.. . . .SLOPE x.2:1 �TO EX. GRD.. . . DES/GW FLOH2/NE PR�/L£ : x.5f4'7. � - 0.20 _ � _% � +0.38 350:...:...: ....:.......... +o.3s% : - - a- � + � 350 •---- � -� - - -- po +038% . :5090. fl.. .' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PRORLf- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....................................................................................................................................................... ............................... 75 +00 76 +00 .77+00 78 +00 79 +00 80 +00 81+00 82 +00 83 +00 84 +00 85 +d0 86 +04 SOUTH -EAST FLOWLINE PROFILE CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1466.00' 180.11' 90.17' 07'02'22» C2 30.00' 1 48.34' 31.24' 9218'53" C3 1466.00' 253.41' 127.02 09 "54'15" C4 1466.00' 73.49' 36.75' 02 "52'19" C5 1500.00' 85.20' 42.61' 0315116" C6 1500.00' 309.88' 155.49' 11 "50'11" C7 1500.00' 244.89' 122.72' 09 "21'15" C8 1534.00' 510.44' 257.60' 19'03'55" C9 30.00' 46.01' 28.91' 87'5229" C10 1534.00' 30.24' 15.12' 01'07'45" C11 1466.00' 206.84' 103.59' 08 "05'02" C12 30.00' 48.35' 31.25' 92'20'18" C13 30.00' 48.32' 31.22' 9217'28" C14 1466.00' 104.72' 52.38' 1 04'05'34" CURVE TABLE CURVE RADIUS 11466.00' LENGTH TANGENT DELTA C15 351.85' 176.78' 13'45'05" C16 1500.00' 272.26' 136.51' 10'2359" C17 1500.00' 527.74' 266.62' 20'09'29" C18 1534.00' 449.96' 226.61' 16`48123" C19 1534.00' 368.17' 184.97' 13 "45'05" C20 1466.00' 483.07' 243.75' 18 "52'48" C21 30.00' 49.72' 32.72' 94`57'35" C22 .1500.00' 599.97' 304.05' 22 "55'02" C23 1534.00' 526.11' 265.67' 19 "39'02" C24 30.00' 44.86' 27.82' 85'40'53" C25 30.00' 47.12' 30.00' 90'00'00" NOTE: STREET TO BE COMPLETED IN STREET PLANS CONSTRUCTED AND CONJUNCTION WITH FOR TRACT 7240 LL w0co z ° a- Z °° W��aF_ z w s z� z w w 2 0 �© m� wt az�ccl;� (z�=W0__ O � (j) =�gz170 ��- �¢ a _ g Z Ur -° E- w Q <0cC a �a ? 'S a z&0-- -�0z�w U zzW�e 0 w � 0 aw.�m o z WW>- >a '_� wa�w�zZLL azwp°Q`m wU- I_ - �- 0 0;E ¢ a z © ¢ OZ zaJdz> �O�t]w¢� - ©� ¢ = 0 p 0 w�aw�- u�zao.. vi C- 0 ca. co ,�. 0a- 0 00zz0 06F-Qw¢4w i-- z w UznO°�°~-WZZuv°- w w Ow �o wm Z-j0W =t- ¢ U) m _-i w w a H O wffim <05 ?a�0cf) ti��w 'Q0 = >a _jOcn >¢ � w � mwZ°w Oww0 -- j whzwc mm�°0wwo¢m ww00wz�a�>- mmsQwmO wza U) 0 U Z U) w Q U O U) cn 06 F�= Q w O a c!) z ui t/} o� z OC W w z FD z ui 0 co c� .� o a � M Qr zD i cu LL mN ao U) C-4 � M N (0 °o t • F� W ry W F- C� W H O a D W LL a C1. S LL 6C w Z� �� 0 m WWI W U c(0 > U- 0 w ¢ � Q_ XtEER * b/ OD Nv /9321 4c w 0 t w J Q U O c:) c:) (mc) 00 0 c:) c:) L0 P%ftm z 0 t 0 (10 C/) 0 N t1? ON > cn o DATE 05/15/2014 i PA JOB NQ. 13 -2710 co SHEET E 0 L_ 0- E 0 / OF 7 SHEETS CONSTRUCTION NOTES F-fl CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 6' WIDE MEANDERING TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. F-31 CONSTRUCT TYPE 'A' CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. F_4� CONSTRUCT 129 WIDE CONCRETE MULTI-USE TRAIL (4" THICK CLASS "1399 CONCRETE) (SEE C.O.B. STD. DWG. ST-3. FOR CONCRETE SPECIFICATIONS, JOINTS, ETC.) F-5-1 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS-BY OTHERS). Ffl CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE "A". M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F-81 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 400' MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. INSTALL STREET NAME SIGN (SEE SHEET 6 FOR DETAILS). INSTALL TRAFFIC SIGN PER CITY STANDARDS (SEE SHEET 6 FOR DETAILS). - o-R1 -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR (SEE SHEET 6 FOR DETAILS). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. _O_ INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 0 EXISTING SURVEY MONUMENT PROTECT IN PLACE. OSEWER MANHOLE OO SEWER CLEANOUT OO STORM DRAIN MANHOLE COL.) EXISTING UTILITY POLE TO BE RELOCATED, COORDINATE WITH UTILITY OWNER. PROPOSED RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) TSi- PROPOSED TRAFFIC SIGNAL INTERCONNECT - -/// - EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN - DEPTH UNKNOWN T EXISTING UNDERGROUND TELEPHONE LINE(S) DEPTH UNKNOWN FO EXISTING UNDERGROUND FIBER OPTIC LINE(S) DEPTH UNKNOWN ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. Q& 2 CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA Cl 1466.00' 180.11' 90.17' 07'02' 22" C2 30.00' 48.34' 31.24' 9218'53" C3 1466.00' 253.41' 127.02' 09*54'15" C4 1466.00' 73.492 36.75' 02*52'19" C5 1500.001 85.20' 42.61 0315'16" C6 1500.00' 309.88' 155.49' 11'50'11" C7 1500.00' 244.89' 122.72' 09*21'15" C8 1534.00' 510-44' 257.60' 19"03'55" C9 30.00' 46-01' 28.91' 87"52t29" C10 1534.00' 30.24' 15.12' 01*07'45" Cll 1466.00' 206.84' 103.59' 08#05'02f* C12 30.00' 48.35' 31.25' 92*20'18" C13 30.00' 48.32' 31.22' 9217'28" C14 1466.00' 104.72' 1 52.38' 04*05'34" no LO + 0U U- 3: STOCKDALE RANCH DRIVE CONSTRUCT MIN. 0.30" TYPE "A' A.C. PAVING OVER MIN. 0.40" CL-11 AGGREGATE BASE OVER MIN. 1.00' NAT. GIRD. COMPACTED TO 95% MAX. DENSITY CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C15 1466.00' 351.85' 176.78' 13"45'05" C16 1500.00' r 272.26' 136.51' 10*23'59n C17 1500.00' 527.74' 266.62' 20*09'29" C18 1534.00' 449.96' 226.61'* 16*4823" C19 1534.00' 368.17' 184.97' CO * V_ C20 1466.00' 483.07' 243.75' -13"45'05" 18*5248m C21 30.00' 49.72' 32.72' 94*5735" C22 1500.00' 599.97' 304.05' 22*55102" C23 1534.00' 526.11' 265.67' 19*39'02* C24 30.00' +-30.001 44.86 ; 27.821 85'40'53" C25 LO LO 47.12' 30.00' __--i 90000,00" ^'mod' uli Z jcn 00 1 ,+ -r 0 OK) CF) n_j 0 Xlz Zz X_x do ui !A- u- LL. 0 w0cn co cl _j z c) 0- Z' w LLI WLLJ 'z LLIW < cr) LLI m ZZ15 a=a > ccL' < Z juj- Z!� z ED I < z z w 0 wc,:r LLJ 0 L>Li C0 LL Z C 0 zo.-i C15 C6 wir=y ui m ui z zm m fil :c 0 uj cc/u u<- /)) ci LLJ co z Z uj 3 o 0 Lu uuj) z < 0 cae- I ME � L : r 0 z ce § 0 ce- z C) z <W0 _LL3::0zj�uuj' LLJ 0 < 0 U) ul Lu zzp(�, cw'. c rj m z 0 zzc>gre- 0 cf) ce- P 0 Lzu >_ >W 0 0 21) x: 0) ww Liu <z Lou cf) I— con c' 29 co 0z 0 uj LLJ LL _ c 0 0 -z< cc" az) P 0 >- z z < O w om < -00 00 C6 00 � u O 5 0 0w ui w 0 z< z 00 UJ 0 < 0 �z Lij w pow- oza- lm--OW8 022 0 E H Z' (w, <z Z W 3:: Z E M �_ 0 ED LL LLJ 00 § ww >w 0< Wo Fn LL ago CO) , z-- P< 2 6 0 z< aw- :r C6 Lij Lu 0 CD w u, m c---:1 0 c z a a: zu:� < W_ Lu, a Wo LWL z< 0�- > -j Lu 0 Cr_ Ljj u- Z w L4 Lp W Lu cr) 0 ui > LL Z > a) LLJ qc� au cr) 0 0 �_ a s 2 W - m LL, CL-L)J OZ w< CLUO < w ­ z §'L > I_ Lli Lu 0) uujj z 9 cl) >_ (n Lu Z Z) ,ell HORIZONTAL: 1"--50f VERTICAL 1"-2) w (m) z 0 Z w M U) of 0 Z w w Z 0 z w V_ 0 cl) cy) 0) LO cc 5R .E 14_0 cc ct? 0 -0 (0 cl) cu _�d m " 4-7(0 0W (y0 ) U) C-4 cl) .I-, M oCC) C) N T_ • w U. 6i UL 6 w w 0 Z Z w 5; w c) (f) > w w LL of 0 < w of < (L 0 Q_ �XAEER OD cn 40. M cn 3 M � U d uj 14 cop 0 O 0: Az C) Z � C) + �zo �Qo o �w � � z 0 �Q_ -ate � Q w V cry �O 00 V) Q) 4­1 LO 0 U) 0 Z 0 > W o DATE 05/15/2014 PA JOB No. 13-2710 U) SHEET 0 Qc 0 OF 7 SHEETS TI=6.0 R=44 48.35 ON CURVE 48.32' ON CURVE-1 100' VERTICAL CURVE 1 -1 11 Ui _j 11 w M CO * V_ ix m 00 11 cr n Urn m 11 04 0 0 LO 00 U-) 0 * 0 00 to 000 0 0 w %Z 356........... __j to 0 N LO n u") rn to to 0 co U-) to LO LO LO m n 0 0 00 MOO MM LO + U10 nn ul 0 n _j .. oo ............................... 0- m .................. o.cN .......... & in. CD 0 .................. 3 56 vnJ �!rn + h V) Lf) v X W L_ 6L-0. + a . . M . . . . . . . . . . . . 0 0 pe )00 (0 . . . re).Op 00 00 m.n 0 Z . . cr) . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • • • - 354 :...:...:...: + �-: v LL_ *.-i Li. ro _j- n p 0 0+ 0 Q C) o 00 ...:...:...:...:...:...:...:.o. co ...... . .... . .... +* Co- .off mu * ' * . . . . . . . * EXIST/IVG. G ROUNDCC . . . ... . . . . . . . . . . . :...:...:354 A T - CEN TERL INE ...................................................................... .................... 352 .............................................................................................................. +0..40. . . . . . . . . . . . 352 + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . aws" MONO= .+0 . . . 52% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + . 2_9% 70- . . . r7 ORINE PRORLE 3JO.----- +0.29% DE,SfGyUfZON2/NE PRO% f ...................................................................................................................... 350 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 NORTH-WEST FLOWLINE PROFILE 100' VERTICAL CURVE -1 100' VERTICAL CURVE Z > m C14 a, � M Cq n 0 0 00) > w clq 0 0 > 00 1 to 0 r*-- 0 (3) r*__ to 00m > 0 * * a, 4 0 11 ui -%Z ul M + TV-- LO LO torn LO m 0 cr M 0 MM 0 CD 0 LO r*-% 00 w LO M V_ LO . ............. .......................... rall ....... 00 00.s�u 1111 .... in 11 C:) 0.-J n + 0 11 .0 n �356 11 11 .... 0 CN U_ LL CN + :��'� . . . . . . . . . . . . .356 to, 00-0 za . a- ..................................................... 0 ............. do LL. LL_ LL_ CC-)O:) 354 :...:... : . ....0 +1 . . . . . . . . . . . . . . . . . . . . . . . . . . . :...:.. . ....... . ....................... . O 0 .. . .. . . .... . + 354 0 00. _ EX /STING - 00UND P?0FIZ . ......................... . . 0 ............. A T -CENTf R -INE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... ..... . . . U- . . . . . . . . . . . . . . . . 352 -- -�. - - - -:-- -= - - = - -- :.. 7 WOO& +0 048% . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .............................. 52 3_� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Lill, . . . . . . . . . . . . . . . . . . . . . . . . . I Z OK INf ' PR&% Lr . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38% 350 ........................... +0.38% �LOIK/�1/�'PRIh�)L£. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-5-0 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 SOUTH-EAST FLOWLINE PROFILE I k w (m) z 0 Z w M U) of 0 Z w w Z 0 z w V_ 0 cl) cy) 0) LO cc 5R .E 14_0 cc ct? 0 -0 (0 cl) cu _�d m " 4-7(0 0W (y0 ) U) C-4 cl) .I-, M oCC) C) N T_ • w U. 6i UL 6 w w 0 Z Z w 5; w c) (f) > w w LL of 0 < w of < (L 0 Q_ �XAEER OD cn 40. M cn 3 M � U d uj 14 cop 0 O 0: Az C) Z � C) + �zo �Qo o �w � � z 0 �Q_ -ate � Q w V cry �O 00 V) Q) 4­1 LO 0 U) 0 Z 0 > W o DATE 05/15/2014 PA JOB No. 13-2710 U) SHEET 0 Qc 0 OF 7 SHEETS CONSTRUCTION NOTES M CONSTRUCT 6" CURB & GUTTER PER C.O.B. STD. DWG. ST-1. M CONSTRUCT 6' WIDE MEANDERING TYPE SIDEWALK PER C.O.B. STD. DWG. ST-3. f CONSTRUCT TYPE 'A2 CATCH BASIN PER C.O.B. STD. DWG. NO. D-14. M CONSTRUCT 121 WIDE CONCRETE MULTI-USE TRAIL (4" THICK CLASS "B" CONCRETE) (SEE C.O.B. STD. DWG. ST-3. FOR CONCRETE SPECIFICATIONS, JOINTS,, ETC.) F5_1 PROPOSED LANDSCAPE AREA (SEE LANDSCAPE PLANS-BY OTHERS). F-61 CONSTRUCT WHEELCHAIR RAMP PER CALTRANS REVISED STANDARD PLAN A88A CASE A M SAWCUT TO NEAT, CLEAN VERTICAL FACE. THE EXACT LOCATION OF SAWCUT AND/OR TAPER GRIND SHALL BE DETERMINED BY CITY OF BAKERSFIELD ENGINEER. F-8-1 CONSTRUCT TRAFFIC SIGNAL INTERCONNECT CONDUIT & PULL BOXES AT 4009 MAX SPACING PER C.O.B. STD. T-34 (SEE SHEET 2). PULL BOXES NOT SHOWN. COORDINATE TRENCH LOCATION WITH JOINT TRENCH DRAWINGS. -+- INSTALL STREET NAME SIGN (SEE SHEET 6 FOR DETAILS). INSTALL TRAFFIC SIGN PER CITY STANDARDS (SEE SHEET 6 FOR DETAILS). -_R1 -1 INSTALL Rl-1 STOP SIGN W/ STOP BAR (SEE SHEET 6 FOR DETAILS). ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL PROFILE STATIONING IS BASED ON FLOWLINE DATA UNLESS OTHERWISE NOTED. FL FLOWLINE STATIONING ST RW 110s ADDITIONAL EASEMENT FL 11 0 CL CL r _r 21 2 ' GRADE @ 2:1 4 FINISHED PAD 11 \51 ooe 400e 2%_ 6 2% Ld AREA DETAIL, NOT TO SCALE ST CL 45' RIGHT-OF-WAY GRADE LINE FL 11' 34 *1.57-3.5% OO CONSTRUCT SURVEY MONUMENT ENCASEMENT PER C.O.B. STD. DWG. ST-13. -(D- INSTALL 9,500 LUMEN STREET LIGHT PER C.O.B. STD. DWG. ST-14 AND C.O.B. SPECIAL PROVISION SECTION 86-6.01 LIGHT EMITTING DIODE (LED) LUMINARIES. 0 EXISTING SURVEY MONUMENT - PROTECT IN PLACE. OO SEWER MANHOLE (D SEWER CLEANOUT OO STORM DRAIN MANHOLE EXISTING UTILITY POLE TO BE RELOCATED, COORDINATE WITH UTILITY OWNER. PROPOSED RIGHT-OF-WAY PROPOSED SEWER MAIN (SEE SEWER AND STORM DRAIN PLANS) PROPOSED STORM DRAIN (SEE SEWER AND STORM DRAIN PLANS) ,TSI- PROPOSED TRAFFIC SIGNAL INTERCONNECT -zZ- EXISTING EDGE OF PAVEMENT GAS EXISTING GAS MAIN DEPTH UNKNOWN T EXISTING UNDERGROUND TELEPHONE LINE(S) DEPTH UNKNOWN FO EXISTING UNDERGROUND FIBER OPTIC LINE(S) DEPTH UNKNOWN ADJUST ALL EXISTING MANHOLES, CLEANOUTS, VALVE COVERS, ETC. TO FINISHED GRADE PER CITY STANDARDS. 451 RIGHT-OF-WAY 34' i� Imo' *1.590 -- 3 2'{-- CONSTRUCT MIN. 0.301 TYPE 'A' A.C. PAVING OVER MIN. 0.40' CL-11 AGGREGATE BASE OVER MIN. 1.009 NAT. GIRD. COMPACTED TO 95% MAX. DENSITY TI=6.0 R=44 PER GPA/ZC NO. 09-0263 TYPICAL CROSS-SECTION STOCKDALE RANCH DRIVE k*� NOT TO SCALE ST R I W 13* ADDITIONA r EASEMENT "-aft FUTURE BLOCK WALL (BY OTHERS} EXISTING SUMP u 61 51 I 0 6' 7.50' Cl 5 ► 112' MULTI-USE - 1 a 5 F 5_� C2 29 TRAIL 31.24' 9218'53" C3 2%. R 2% -4- _2% 1466.00' 00i 36.75' r� ��a =� !���i 0) LL. 1500.00 85.20' 42.61' 2" THICK AC PAVING "-aft FUTURE BLOCK WALL (BY OTHERS} EXISTING SUMP u 13' ADDITIONAL 4 EASEMENT BLOCK WALL 5v 6 0#00 ooe .00e %*%. 12' MULTI-USE '0010 own ft TRAIL 0- 000 AREA DETAIL 20 29 NOT TO SCALE CURVE TABLE CURVE 0.00 0 I TANGENT C) 0 0 Cl 1 3 2* 0 000 C) T- C2 30.00' ST 31.24' 9218'53" C3 + R 127.02' -4- p cr) 1466.00' 00i 36.75' r� ��a =� !���i 0) LL. 13' ADDITIONAL 4 EASEMENT BLOCK WALL 5v 6 0#00 ooe .00e %*%. 12' MULTI-USE '0010 own ft TRAIL 0- 000 AREA DETAIL 20 29 NOT TO SCALE CURVE TABLE CURVE I RADIUS LENGTH I TANGENT DELTA Cl 1466.00' 180.11' 90.17' 07*02'22" C2 30.00' 48.34' 31.24' 9218'53" C3 1466.00' 253.41' 127.02' 09'54'15" C4 1466.00' 73.491 36.75' 02'52'19" C5 1500.00 85.20' 42.61' 0315"16" C6 1500.00' 309.88' 155.49' 11*50'11" C7 1500.00' 244.89' 122.72' 09*21'15" C8 1534.001 510.44' 257.60' 19*03`55 C9 30.00 46.01' 28.91' 87*5229" C10 1534.00' 30.24' 15.12' 01*07'45". Cll 1466.00' 206.841 103.59' 08.05'02" C12 30.00 1 48.35' 31.25' 92*20'18" C13 30.00' 48.32' 31.22' 9217`28" C14 1466.00' 104.72' 1 52.38' 1 04"05'34" 0 0( M.B. 541, PC. 102 O.R. SEE SHEET 6 FOR SIGNING AND STRIPING PLAN STOCKDALE RANCH DRIVE CONSTRUCT MIN. 0.30' TYPE *A' A.C. PAVING OVER MIN. 0.40' CL-11 AGGREGATE BASE OVER MIN. 1.001 NAT. GIRD. r.OMPAr.TFr) TO 955 MAX DENSITY CURVE TABLE CURVE RADIUS LENGTH TANGENT DELTA C15 1466.00'J 351.85' 176.78' 13*45'05" C16 1500.00' 272.26' 136.51' 1072359" C17 11500.00' 527.74' 266.62' 20"09'29" C18 1534.00 449.96' 226.61' 16048'23" C19 1534.00' 368.17' 184.97' 13"45'05" C20 1466.00' 483.07' 243.75' 18052'48" C21 30.00' 49.72' 32.72' 94*57'35*_ C22 1500.00' 599.97' 304.05' 22"55`02" C23 1534.00' 526.111 265.67' 19"39'02 C24 30.00' 44.86' 27.82' 85*40'53" C25 30.00' 47.12' 30.00' 90"00'00" S"���K�PS E��N6 P� 49.72 _ �� ��` ����`�\, �__ �l�`� FINISHED PAD T1=6.0 R=44 ON CURVE PROPOSED 7.50'9 LANDSCAPE EASEMENT (ALONG SUMP PORTION ONLY) FUTURE BLOCK WALL (BY SEPARATE PLANS) PROTECT EXISTING CHAIN LINK FENCE IN PLACE TYPICAL CROSS-SECTION STOCKDALE RANCH DRIVE ALONG EXISTING SUMP FRONTAGE NOT TO SCALE 41 dw LL LL O w 0 z u LI i J L w z z W ) c ) w _L r Z L a< z 0, FLLz z z . L o 0 C 1) Cl) LL C6 �- 0 W o z W LLJ W ui Of _r i ( ROADSIDE SIGN &PAVEMENT DELINEATION NOTES 1. TRAFFIC STRIPING, PAVEMENT LEGENDS, &RECESSED MARKERS SHALL BE PER CALTRANS STANDARD PLANS AND SPECIFICATIONS DATED MAY 2006 AND THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 2. PAINTING PROCEDURES FOR STRIPING AND MARKINGS SHALL BE PER STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (APWA /AGC). 3. ALL CONFLICTING MARKINGS SHALL BE REMOVED BY WET SANDBLASTING. ALL CONFLICTING RAISED PAVEMENT MARKERS SHALL BY PRIED OFF AND ANY REMAINING RESIDUE SHALL BE REMOVED BY WET SANDBLASTING. ALL SANDBLASTED AREAS NOT COVERED BY OVERLAY OR SEAL COAT SHALL BE FOG SEALED. 4. ALL SIGNING AND TRAFFIC CONTROL DURING CONSTRUCTION SHALL BE PER THE CALIFORNIA MUTCD 2010 EDITION, DATED JANUARY 21, 2010. 5. ALL POSTS SHALL BE PER CITY STANDARD OR APPROVED EQUAL. 6. STRIPING AND SIGNING TO BE DONE BY THE CONTRACTOR AND IS SUBJECT TO APPROVAL BY THE CITY OF BAKERSFlELD PUBLIC WORKS DEPARTMENT. 7. STRIPING AND MARKINGS FOR STOP BARS AND "STOP" TEXT SHALL BE THERMOPLASTIC CONFORMING TO SECTION 84 OF THE STATE STANDARD SPECIFICATIONS EXCEPT WHERE NOTED OTHERWISE. 8. ALL PERMANENT STRIPING TO BE THERMOPLASTIC PAINT PER CALTRANS STANDARD SPECIFICATION PTH- 02ALKYD 9. ALL CONSTRUCTION MATERIALS FOR ROADSIDE SIGNS, TRAFFIC STRIPING, PAVEMENT MARKERS, AND PAVEMENT MARKINGS SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR. 10. LANE WIDTHS SHOWN ON THE PLAN ARE DIMENSIONED FROM FACE OF CURB TO CENTER OF STRIPE, OR BETWEEN CENTERS OF STRIPES. 11. ALL EXISTING STRIPING AND PAVEMENT MARKINGS IN THE AREA WHICH IS TO REMAIN AND WHICH IS DAMAGED DUE TO THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. SIGN LEGEND SIGN CODES EXISTING SIGN TO REMAIN. SNS -METRO N METRO STREET NAME SIGN Lj INSTALL NEW 1 POST SIGN. R26(CA) N NO PARKING ANYTIME R1 -1 N STOP SIGN INSTALL NEW 2 POST SIGN. OM4 -3 N OBJECT MARKER INSTALL NEW SIGN ON W31(CA) N END STREET LIGHT STANDARD. yy3 -1 N STOP AHEAD Q RELOCATE EXISTING SIGN. NOTE: SIGN CODES ARE FEDERAL CODES REMOVE EXISTING SIGN UNLESS OTHERWISE INDICATED BY (CA). (CA) (SALVAGE TO CONTRACTOR). INDICATES CALIFORNIA CODES. SIGN LOCATION h �Z v Q" O �5 ry �J �J ooftft i - 77 78 1 -.. 1 TAI STR�FRY r R26 CA SNS METRO PAVEMENT DELINEATION LEGEND A. INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN 0 INDICATES DETAIL N0. ON STANDARD PLAN. CW INSTALL 77 78 1 -.. 1 TAI STR�FRY r R26 CA SNS METRO PAVEMENT DELINEATION LEGEND O INSTALL TAI STR�FRY r R26 CA SNS METRO PAVEMENT DELINEATION LEGEND O INSTALL TRAFFIC STRIPE PER CALTRANS STANDARD PLAN NOS. A20A, A20B, AND A20D. NUMBER IN 0 INDICATES DETAIL N0. ON STANDARD PLAN. CW INSTALL 12" WHITE CROSSWALK LINE AS SHOWN. LL INSTALL 12" WHITE LIMIT LINE AS SHOWN. a REMOVE ALL EXISTING PAVEMENT MARKINGS AND /OR TRAFFIC STRIPING IN CONFLICT WITH NEW CONSTRUCTION (TYPICAL). NY PAINT MEDIAN NOSES YELLOW 'C INSTALL TYPE IV(R) WHITE ARROW CENTERED IN LANE AS SHOWN. � INSTALL TYPE IV(L) WHITE ARROW CENTERED IN LANE AS SHOWN. ti INSTALL TYPE VII(R) WHITE ARROW CENTERED IN LANE AS SHOWN. �- INSTALL TYPE I(24') WHITE ARROW CENTERED IN LANE AS SHOWN. J INSTALL TYPE VI WHITE ARROW CENTERED IN LANE AS SHOWN. INSTALL "BIKE LANE" LEGEND AND ARROW AS SHOWN. STOP INSTALL WHITE "STOP" LEGEND AS SHOWN STOP AHEAD INSTALL WHITE "STOP AHEAD" 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. ST CL W x w VARIES _z J v VARIES 8' - -a- SAWCU T 2' OR AS 17-9 GRADED DIRECTED BY CITY ENGINEER SHOULDER CONSTRUCT MIN. 0,45' TYPE 'A' A.C. PAVING OVER MIN. 0.40' CL -11 AGGREGATE BASE OVER MIN. 1.65' NAT. GRD. COMPACTED TO 95% MAX. DENSITY 1I =9.0 R =44 CONSTRUCT "TEMPORARY" TYPE 3 BARRICADE WITH (3) OM4 -3 W31(CA), CONTRACTOR SHALL NOT CORE INTO NEW PAVEMENT. �8f 96. S3 79 r 8 22. 3C 12r 22' 8. Ap ��G7'pN„ ET 711 NOT TO SCALE SNS METRO R26 CA R26 (CA -- Mama 50310 2' ST RW wu- L� LL a� w V(0 w0 co w m > Zov%z w ©w Z Ij (L zc) zacw_o w co I D z If �a 1r:0 z�u,cf, I V) II w C0 X: z X LLJ X: co C.) W II C,����W,�� Q� ozuoz�)ajzw -ov o¢wo 3: o. wad T22 p- T <za SOzmw w t% WLLJ ZO zZ©a.0ZZo�1x EXISTING EDGE OF PAVEMENT c��n z w c c= u Lu 288 'J �w<LUa wzz° - - - - - -- - _ LU �Li� °Z�aOOm to a 0 EXISTING STRIPING TO REMAIN �\ 2� z w* w J© o 2!� EXISTING STRIPING TO REMAIN z¢ w o oc w_ a v Or EXISTING STRIPING TO REMAIN via -0Q< -W oz°- z0 w ¢ Nor raj =�w�w¢Ow EXISTING EDGE OF PAVEMENT 90 BAY TA — s _ _ _ — — _ _ — — — _ �. '" z w � Fn- Z U) � (� w PER , w. _ Z M 1..I..r � Z Z cn 150 00 �____ _____- -_ —___ (� a w owL� 27B w at w v a — �� -- — \� - -- —_— — EX 27B - - - - -- - -- - - - - w =Q -0 zap : - - : - - :. - _ -- _ cv EXISTING EDGE OF PAVEMENT _ ¢ w w w SAWCUT 2 OR AS -- _ z- j0uj00 ' -0 -- -- �(0 --`�'1 ¢ U6 f- —i W w aC ' Q 0 DIRECTED BY CITY ENGINEER _ }� FUTURE C &G - _ --- -__- -- - - - - -- z 3: z © =2S2 w_Cr _PROPOSED ADDITIONAL PAVING (HATCHED AREA) /BY OTHERS LIMITS OF CBcG — _ _ _ = _ _ _ = _ = _ _ _ Q > ace P_ _wOm w< a Z> CD m Q U, CO 0 ar1�OWZ�?a¢ot < 0� _j R26 CA -- — — =TT°=a wZ= FUTURE SUBDIVISION SNS j (METRO)j j R1 1 R26 CA j LM f -N- STOCKDALE RANCH DRIVE SEE BELOW HORIZONTAL: 1 " =50' "',--FUTURE IMPROVEMENTS ADE LINE KINGSBRIDGE STREET „ f I! 72. II SNS 8'1� 22' 12' 22' s' METRO R26 comma 4ormom CA, INTERIM STRIPING - PAVEMENT TRANSITION PLAN w w 8p � ao cv Ob 81 w 82 83 - W � `''7 N 82 +04.94 ---- R26 CA 1I 00, `\' R26` CA .�' �2 iA A j R26 .,.- $$ SNS c' R26 METROr CA 32 N• � 85 -- --- 84 s R26 CA i HORIZONTAL. 1 " =5 ' 0 CKDALE RANCH DRIVE STATION 75 +40.89 - 88 +72.28 STOCKDALE RANCH DRIVE STATION 88 +72.28 - 99 +99.97 72, 22• a' $� 22 , 2 SID E,x COU R26 CA t � CW g9�g9 91 // / i 2 HORIZONTAL: 1 " =50' �r �I U) 0 L0 0 (i z %) C M z 0') L0 C) > - N .� ca -0(0 (1)x L LL Cl,) LI) w U) Z cc mN < CD w a) o L 06 Z N w M o N (0 z a (' UJ a w F- h L I LL w O z 0 Z w w a 0 > w � w O d� < LL 0- a a ................... EIc 0 CIO -' > U p� P� U) 0 0 N � Lww i- 0 DATE 05/1512014 i PA JOB No. 13 -2710 SHEET E 0 E i 0 OF 7 SHEETS W Q � Q � � a z V z w Q � O� U) � J Z �aa WoZ U) 0 0 N � Lww i- 0 DATE 05/1512014 i PA JOB No. 13 -2710 SHEET E 0 E i 0 OF 7 SHEETS t' K'NGSBRIDGE STREET STOCKDALE RANCH DRIVE SIDEWALK - PARKWAY PLAN . . .............. . .............. , . .................... - ---------- l� • 'N- HORIZONTAL: V E Li- LL paV0 WOcr) �wMW�HW <w1 Cw�J ~0F_ ' -LZa'Z wizF -ZWW =Q cf)W Q' — M t3 Q 5 WW =��U)X: -< wW0w'4CW�w�� _ 2 V3 U QOCW U) EI — Q ®F - W 0 CLFZ<_F-M=Z Z?t?crZQv>w mtW0%d ,�0?