Loading...
HomeMy WebLinkAbout5.1-12023 Ph 1Call Toll Free 811 or 1-800-227-2600 2 Working Days Before You Dig Underground Service Alert of California www.caII81l.com OFFSITE STREET IMPROVEMENT PLANS McCUTCHEN ROAD From 663.47 feet e% Reliance Drive to 1,323.47 feet e% Reliance Drive VTPM No. 12023 - PHASE 1 LOCATED IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA McCUTCHEN RD. STA. 43+10.14 - 49+70.14 PLAN AND PROFILE INDEX SOILS iENGINEER SALEM ENGINEERING GROUP, INC. 2809 UNICORN COURT, STE. 103 BAKERSFIELD, CALIFORNIA 93308 (661) 393-9711 SOILS REPORT: JOB No. 2-212-048OU DATED: JUNE 2, 2015 BRUCE MEYERS, PE, GE, CEG SENIOR GEOTECHNICAL ENGINEER PE 62067, GE 3014 UNAUTHORIZED CHANGES & USES CAUTION: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURS OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF I JB CMIA9 sowm 0' 100' 200' 400' 1 Inch = f0t00 � ) APPROVED BY: NICOLAS FIDLER, PUBLIC WORKS DIRECTOR RCE 61069 EXP. 12/31/16 DATE NOTE: 1. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. TELEPHONE (661)326-3049. 2. ALL MATERIALS SUPPLIED FOR THIS PROJECT WILL REQUIRE A CERTIFICATE OF COMPLIANCE STATING THAT THE REQUIREMENTS & STANDARDS SET FORTH BY THE CITY OF BAKERSFIELD HAVE BEEN MET. STREETS MATERIALS LIST n[m Uini ivirw A.C. PAVING TONS 1279 CRUSHED AGG. BASE CUYD 2178 SUBGRADE PREPARATION CUYD 799 6" CURB AND GUTTER LF 662 SIDEWALK (55) SOFT 3641 STANDARD STREET SIGNS EA 1 STOP SIGNS EA 1 CORNER CURB RAMPS EA 2 STREET LIGHTS - MAST ARM 5800 LUMEN EA 1 MONUMENT ENCASEMENTS EA 1 TRAFFIC SIGNAL INTERCONNECT LF 0 SAWCUT LF 660 STRIPING LF 400 0A001r1Af1CC VA 1 McCUTCHEN ROAD 660 L.F. INDEX OF SHEETS C -ST -1 - STREET IMPROVEMENT PLAN TITLE SHEET C -ST -2 - NOTES & CROSS SECTIONS C -ST -3 - McCUTCHEN RD. - STA. 43+10.14 - 49+70.14 C -ST -4 - McCUTCHEN RD. - STRIPING AND SIGNAGE C -ST -5 - McCUTCHEN RD. - FUTURE MEDIAN LOCATION ENGINEER'S CERTIFICATE; I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THAT THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. I AM RESPONSIBLE FOR ALL CALCULATIONS AND DRAWINGS ON THESE PLANS AND ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA SHALL BE CORRECTED DURING CONSTRUCTION. ENGINEERS STATEMENT THESE PLANS AND SPECIFICATIONS BY ME OR UNDER MY DIRECTION AND, TO THE BEST OF MY KNOWLEDGE AND BELIEF, COMPLY WITH THE CITY OF BAKERSFIELD ORDINANCES, STANDARDS AND DESIGN CRITERIA AND THEY INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR VIOLATIONS OF THOSE ORDINANCES, STANDARDS AND DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PALNS SUBMITTED TO THE CITY ENGINEER APPROVED BY: DAVID G. CURRINGTCI ` R.C.E. C58883 EXP. 6/30/17 I,)L--- REVIEWED BY: ASSISTANT PUBLIC WORKS DIRECTOR CUQ l\ p� F 0 0 No. C58883 Z %Exp. 6-30 I q_ CT% rCAVI .. / DATE DATE REVIEWED BY: TRAFFIC ENGINEER DATE APN: 539-010-04 SITE ADDRESS: F SECTION 28 30 27 THE WEST 1/2 OF THE SOUTHEAST 1/4 0 S / CITY OF BAKERSFIELD, COUNTY OF KERN. LEGAL DESCRIPTION: THE WEST HALF OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA, ACCORDING TO THE OFFICIAL PLAT OF THE SURVEY OF THE SAID LAND, RETURNED TO THE GENERAL LAND OFFICE BY THE SURVEYOR GENERAL. EXCEPTING THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES WITHIN OR UNDERLYING SAID LAND, AS RESERVED IN PREVIOUS DEEDS OF RECORD. BENCH MARK: CHISLED 'O' IN THE NW CORNER OF SEPTAGE RECEIVING STATION. ELEVATION: 354.44 NAVD 88 (PER C.O.B. F.B.64B, PAGE 18) NOTE: SUBTRACT 2.46' TO OBTAIN LOCAL WASTE WATER TREATMENT PLANT DATUM. PER WATER LINE EXTENTION PLANS BY MEYER CIVIL ENGINEERING, INC., APPROVED 9-10-09 UTILITY NOTE: UTILITY INFORMATION SHOWN HEREON WAS PROVIDED BY OTHERS. NO LIABILITY RELATIVE TO SAME IS ASSUMED BY ENGINEERING SOLUTIONS, INC. NOR DOES ENGINEERING SOLUTIONS, INC. ATTEST TO THE ACCURACY OF SAID INFORMATION. CONTRACTOR TO VERIFY ALL PERTINENT INFORMATION IN THE FIELD PRIOR TO CONSTRUCTION. TOPOGRAPHY NOTE: BASE INFORMATION PER SURVEY PERFORMED BY MSW ARCHITECTURAL & ENGINEERING SERVICES, INC. ON MAY 29, 2009 BASIS OF BEARING: THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SECTION 28, TOWNSHIP 30 SOUTH, RANGE 27 EAST, MOUNT DIABLO BASE AND MERIDIAN WAS TAKEN AS SOUTH 89'01'23"E PER SURVEY INVESTIGATION AND PERPETUATION FILED MAP 7-1, BOOK 6, PAGE 26 IN THE OFFICE OF THE KERN COUNTY SURVEYOR. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS, DETAILS. CURRENT EDITION. APPLY TO THESE PLANS: ST -1 TYPE "B" CURB AND GUTTER S-2 STANDARD COMMERCIAL DRIVEWAY S-25 STREET SPECIFICATIONS S-27 STREET CROSS SEC11ON S-31 STANDARD STREET LIGHT S-40 STANDARD STREET SIGN (POST TYPE) S-3 SIDEWALK S-29 SURVEY MONUMENT T-14 TEMP TURN AROUND T-19 MISCELLANEOUS SIGN DETAIL T-33 STANDARD CONDUIT & R/W REQUIREMENTS FOR FUTURE SIGNAL LOCATION T-34 STANDARD TRAFFIC SIGNAL INTERCONNECT- WIRING AND PULL BOXES UTILITY NOTE FOR EXISTING UTILITIES CONTRACTOR TO ADJUST TO GRADE MANHOLES, METERS, VAULTS, VALVES, AND ANY OTHER EXISTING UTILITIES AS NEEDED. UTILITY NOTE FOR EXISTING UTILITIES UTILITY INFORMATION SHOWN HEREON WAS PROVIDED BY OTHERS. NO LIABILITY RELATIVE TO SAME IS ASSUMED BY ENGINEERING SOLUTIONS, INC. NOR DOES ENGINEERING SOLUTIONS, INC. ATTEST TO THE ACCURACY OF SAID INFORMATION. CONTRACTOR TO VERIFY ALL PERTINENT INFORMATION IN THE FIELD PRIOR TO CONSTRUCTION, AND NOTIFY ENGINEER OF ANY DISCREPANCIES. WDID NO. 5F15C376319 /1- o I V w Z H '3 W..J C CITY RECORDS NO. w L 1 0 i ce in OR � Z V w Z H W..J C C CLr- O w L wj WWF ~N N �m Z$0 0 Z �SZ ^ O em � C ^ _ ° PROJECT MANAGER: JB DESIGNED BY: JB DRAWN BY: ro CHECKED BY: DC DATE: 9nA 6 PLOT DATE: 9/3/2016 1OB NO.: 1002.1 SITE PLAN: na SCALE: 11-0 1"=4' SHEET NO.: C -ST-1 GENERAL NOTES: 1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE CITY OF BAKERSFIELD STANDARDS AND SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED AND MADE A PART HEREOF IN THE PRELIMINARY SOILS REPORT BY SALEM ENGINEERING, INC. DATED JUNE 2, 2015 SALEM JOB NO. 2-212-048OU AND SIGNED BY 3RUCE MYERS, PE 62067, GE 3014. 2. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE START OF CONSTRUCTION. 3. THE LOCATIONS OF EXISTING UTILITIES AND UNDERGROUND PIPELINES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE COMMENCING WORK. HE AGREES TO BE RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY AND ALL UNDERGROUND UTILITIES AND PIPELINES. 4. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD DETAIL ST -22. 5. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED BY THE CITY ENGINEER. 6. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING D NG THE SAFETY OF ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DEAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, ACCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 7. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY OF BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. 8. PRIOR TO THE START OF ANY PHASEF 0 CONSTRUCTION THE CITY CONSTRUCTION ON INSPECTION DEPARTMENT SHALL BE GIVEN 24 HOURS NOTICE. (661)326-3049 9. ENGINEERING SOLUTIONS, INC. SHALL NOT BE RESPONSIBLE OR LIABLE FOR UNAUTHORIZED CHANGES TO, OR USES OF, THESE PLANS. ALL CHANGES TO THESE PLANS MUST BE APPROVED IN WRITING BY ENGINEERING SOLUTIONS, INC. 10. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE CITY ENGINEER. 11. STAMP AN "S" IN CURB FACE OVER EACH SEWER LATERAL. 12. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED ON POSTS WITH HAWKINS M2G SERIES BOLT AND VANDAL PROOF NUT ASSEMBLY OR EQUAL. ROADSIDE SIGNS INSTALLED PER STD. T-19 SHALL BE LOCATED OUTSIDE SIDEWALK 6" FROM BACK. 13. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE OBTAINED FROM THEM CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT PRIOR TO ANY WORK BEING ENG PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED BY A SUBDIVISION AGREEMENT, SECURITY BASED ON APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED SHALL BE POSTED PRIOR TO THE INSURANCE OF THE PERMIT 14. THE FOLLOWING CITY OF BAKERSFIELD STANDARDS, DETAILS, CURRENT EDITION, APPLY TO THESE PLANS: ST -5 5.5' COMBINATION SIDEWALK ST -12 TRENCH BACKFILL ST -17 STREET CROSS SECTION ST -22 SURVEY MONUMENT ST -23-26 STANDARD STREET LIGHT T-1 STANDARD STREET SIGN (POST TYPE) & T-3 ST -2 MEDIAN CURB ST -1 TYPE "B" CURB AND GUTTER ST -3 TYPE "B" COMMERCIAL DRIVEWAY ST -13 STRUCTURAL PAVEMENT SECTION T-2 MISCELLANEOUS SIGN T -XX RIGHT TURN LANE CALTRANS STD. RSP A88A FOR STANDARD HANDICAP RAMPS 15. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444). 16. MAXIMUM SLOPE RATIO FROM BACK OF SIDEWALK TO FACE OF WALL OR STRUCTURE SHALL BE 4:1, EXCEPT FOR TWO FEET BEHIND THE SIDEWALK WHERE THE MAXIMUM SLOPE SHALL BE 27.. ALTERNATIVELY, THE CITY ENGINEER MAY APPROVE CURBING BEHIND THE SIDEWALK OR OTHER METHOD TO PREVENT' EROSION ONTO THE SIDEWALK. NOTE IF THE PROJECT IS SUBJECT TO THE PROVISIONS OF THE NATIONAL POLLUTANT DESCHARGE ELIMINATION SYSTEM (NPDES), A "NOTICE OF INTENT" (NOI) TO COMPLY WITH THE TERMS OF THE GENERAL PERMIT TO DISCHARGE STORM WATER ASSOCIAED WITH CONSTRUCITON ACTIVITY (SWRCB ORDER NO. 2009-009-DWQ AS AMENDED MY ORDER 2010-0014-DWQ AND ORDER 2012-0006-DWQ) MUST BE FILED WITH STATE WATER RESOURCES CONTROL BOARD IN SACRAMENTO BEFORE THE BEGINNIN OG ANY CONSTRUCTION ACTIVITY. COMPLIANCE WITH THE GENERAL PERMIT REQUIRES THAT A STORM WATER POLLUTION PREVENTION PLAN (SWPP) BE PREPARED, CONTINUOUSLY CARRIED OUT AND ALWAYS BE AVAILABLE FOR PUBLIC INSPECTIONDURING NORMAL CONSTRUCTION HOURS. WASTE DISCHARGE IDENTIFICATION (WDID) NUMBER 5F15C376319 HAS BEEN ISSUED BY THE STATE WATER RESOURCES BOARD FOR THIS PROJECT, AIR QUALITY IMPACT MITIGATION MEASURES 1. THE CRITERIA POLLUTANT MOST AFFECTED BY THE REQUIRED MITIGATION MEASURES WILL BE PM10. AS THE PROJECT WILL BE COMPLETED IN COMPLIANCE WITH SJVAPCD REGULATION VIII, DUST CONTROL MEASURES WILL BE TAKEN TO ENSURE COMPLIANCE SPECIFICALLY DURING GRADING AND CONSTRUCTION PHASES. THE MITIGATION MEASURES TO BE TAKEN ARE AS FOLLOWS: o.WATER PREVIOUSLY DISTURBED EXPOSED SURFACES (SOIL) A MINIMUM OF THREE-TIMES/DAY OR WHENEVER VISIBLE DUST FROM SUCH ROADS IS CAPABLE OF DRIFTING FROM THE SITE OR APPROACHES 20% OPACITY. b. WATER ALL HAUL ROADS (UNPAVED IF ANY) A MINIMUM OF THREE-TIMES/DAY OR WHENEVER VISIBLE DUST IS CAPABLE OF DRIFTING FROM THE SITE OR APPROACHES 20% OPACITY. c.REDUCE SPEED ON UNPAVED ROADS TO LESS THAN 15 MILES PER HOUR. d.INSTALL AND MAINTAIN A TRACK -OUT CONTROL DEVICE THAT MEETS THE SPECIFICATIONS OF SJVAPCD RULE 8041 IF THE SITE EXCEEDS 150 VEHICLE TRIPS PER DAY OR MORE THAN 20 VEHICLE TRIPS PER DAY BY VEHICLES WITH THREE OR MORE AXLES. e. STABILIZE ALL DISTURBED AREAS, INCLUDING STORAGE PILES, WHICH ARE NOT BEING ACTIVELY UTILIZED FOR CONSTRUCTION PURPOSES USING WATER, CHEMICAL STABILIZERS OR BY COVERING WITH A TARP, OTHER SUITABLE COVER OR VEGETATIVE GROUND COVER. f. CONTROL FUGITIVE DUST EMISSIONS DURING LAND CLEARING, GRUBBING, SCRAPING, EXCAVATION, LEVELING GRADING, OR CUT AND FILL OPERATIONS WITH APPLICATION OF WATER OR BY PRESOAKING. g.WHEN TRANSPORTING MATERIALS OFFSITE, MAINTAIN A FREEBOARD LIMIT OF AT LEAST 6 INCHES AND COVER OR EFFECTIVELY WET TO LIMIT VISIBLE DUST EMISSIONS. h.LIMIT AND REMOVE THE ACCUMULATION OF MUD AND/OR DIRT FROM ADJACENT PUBLIC ROADWAYS AT THE END OF EACH WORKDAY. (USE OF DRY ROTARY BRUSHESI R X S PROHIBITED EXCEPT WHEN PRECEDE R D 0 ACCOMPANIED BY SUFFICIENT WETTING TO LIMIT VISIBLE DUST EMISSION AND USE OF BLOWERS IS EXPRESSLY FORBIDDEN). I. STABILIZE THE SURFACE OF STORAGE PILES FOLLOWING THE ADDITION OR REMOVAL OF MATERIALS USING WATER OR CHEMICAL STABILIZER/SUPPRESSANTS. j. REMOVE VISIBLE TRACK -OUT FROM THE SITE AT THE END OF EACH WORKDAY. k. CEASE GRADING ACTIVITIES DURING PERIODS OF HIGH WINDS (GREATER THAN 20 MPH OVER A ONE-HOUR PERIOD). I. ASPHALT -CON CONCRETE ETE PAVING SHALL COMPLY WITH SJVAPCD RULE 4641 AND RESTRICT USE OF CUTBACK, SLOW -CURE AND EMULSIFIED ASPHALT PAVING MATERIALS. m. GRADING SHOULD BE CONDUCTED IN PHASES. n.PROJECT SITE SHALL 0 B CLEARED E NOT E R D OF EXISTING VEGETATION COVER UNTIL REQUIRED BY CONSTRUCTION. o.THE PROJECT DEVELOPER SHALL RE -VEGETATE GRADED AREAS AS SOON AS IT IS FEASIBLE AFTER CONSTRUCTION IS COMPLETED. 2.THE FOLLOWING MITIGATION MEASURES ARE RECOMMENDED TO FURTHER REDUCE THE POTENTIAL FOR LONG TERM EMISSIONS FROM THE COMPLETED PROJECT. THESE MEASURES WILL BE REQUIRED TO ENSURE THAT THE PROPOSED PROJECT EMISSIONS ARE NOT EXCEEDED: p.THE PROJECT DESIGN SHALL COMPLY WITH STANDARDS SET FORTH IN TITLE 24 OF THE CALIFORNIA UNIFORM BUILDING CODE TO MINIMIZE TOTAL CONSUMPTION OF ENERGY. q. APPLICANTS SHALL BE REQUIRED TO COMPLY WITH APPLICABLE MITIGATION MEASURES IN THE AIR QUALITY ATTAINMENT PLAN, DISTRICT RULES, TRAFFIC CONTROL MEASURES, REGULATION VIII AND INDIRECT SOURCE RULES FOR THE SJVAPCD. r. THE DEVELOPER SHALL PETITION THE GOLDEN EMPIRE TRANSIT DISTRICT (GET) TO CONDUCT A SERVICE STUDY TO DETERMINE IF THE PROJECT SITE WARRANTS BEING ANNEXED INTO THE GET OPERATIONAL SYSTEM. s.IF THE GET SERVICE STUDY INDICATES THAT THE DEVELOPMENT QUALIFIES FOR ADDITION TO THE GET SYSTEM, SPECIFIC BUS TURNOUTS AND SHELTERS SHALL BE LOCATED AT THE APPROPRIATE LOCATIONS TO SERVE COMMERCIAL AND RESIDENTIAL SITES WITHIN THE PROJECT ARE IN CONSULTATION WITH THE GOLDEN EMPIRE TRANSIT DISTRICT. THE BUS TURNOUTS AND SHELTER SHALL BE PLANNED BY DEVELOPERS IN THE PROJECT AREA AND LOCAL TRANSPORTATION COORDINATING ENTITIES TO ENCOURAGE THE EFFICIENT AND PRACTICAL USE OF PUBLIC TRANSIT ENTITIES SERVICING THE PROJECT AREA. t. THE DEVELOPER SHALL COMPLY WITH THE PROVISIONS OF SJVAPCD RULE 4601 - ARCHITECTURAL COATINGS, DURING THE CONSTRUCTION OF ALL BUILDINGS AND FACILITIES. APPLICATION OF ARCHITECTURAL COATINGS SHALL BE COMPLETED IN A MANNER THAT POSES THE LEAST EMISSIONS IMPACTS WHENEVER SUCH APPLICATION IS DEEMED PROFICIENT. NORTH SOUTH R/W VARIES 123' TO 110' R/W 7' ]' 6' 2% u.THE DEVELOPER SHALL COMPLY WITH THE PROVISIONS OF SJVAPCD RULE 4641 DURING THE CONSTRUCTION AND PAVEMENT OF ALL ROADS AND PARKING AREAS WITHIN THE PROJECT AREA. SPECIFICALLY, THE DEVELOPER SHALL NOT ALLOW THE USE OF: - a) RAPID CURE CUTBACK ASPHALT; b) MEDIUM CURE CUTBACK ASPHALT; c) SLOW CURE CUTBACK ASPHALT (AS SPECIFIED IN SJVAPCD RULE 4641, SECTION 5.1.3); OR EMULSIFIED ASPHALT (AS SPECIFIED IN SJVAPCD RULE 4641, SECTION 5.1.4). 3.CONSTRUCTION EQUIPMENT EXHAUST REDUCTION MITIGATION MEASURES: v. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. w. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. x. CONSTRUCTION EQUIPMENT SHALL OPERATE NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER DAY. y. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. z. CURTAIL USE OF HIGH EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS SPARE -THE -AIR' DAYS AS DECLARED BY THE SJVAPCD. as ALL EQUIPMENTRAND KEPTUCTION IN N GOOD HICLES HAND PROPER RUNNING ORDER ALL BE EQUIPPED WITH ETOEMISSION OL SUBSTANTIALLY REDUCE NOX EMISSIONS. ob.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE ETHANOL FUEL IF PERMITTED UNDER MANUFACTURER'S GUIDELINES. ac.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE DIESEL PARTICULATE FILTERS IF PERMITTED UNDER MANUFACTURER'S GUIDELINES ad.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE COOLED EXHAUST GAS RECIRCULATION (EGR) IF PERMITTED UNDER MANUFACTURER'S GUIDELINES. ae. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CAR-POOL) TO RETAIL ESTABLISHMENTS OR TO REMAIN ON-SITE DURING LUNCH BREAKS. of. ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT AREA SHALL BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS. IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT SITE THE SUBDIVIDER IS RESPONSIBLE TO CONTRACT THE DEPARTMENT OF CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL REDOUR ES (DOGGR). THE SUBDIVIDER IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WELL REQUIRED BY DOGGR. SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.080 (B.) NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK WITHIN THE EXISTING PUBLIC RIGHT OF WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMINT. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. ANY ITEMS IN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREET AND SHALL CONFORM TO THE PROVISION IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATION AND THESE SPECIAL PROVISION. 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 SPECIFICATION FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR 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 "STEAM - REFINED PAVING ASPHALT", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE 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 ENGINEERS REVIEW AND APPROVAL. A. LIST OF AGGREGATE AND ASPHALT SOURCE. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02 AGGREGATE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO 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 THE COSTS ASSOCIATED WITH THE ASPHALTS 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 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 SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. SECTION TABLE I..L VARIES 61' TO 48' I 48' 6' VARIES 54' TO 41' 7' ±1 1' 41' PAVING AG BASE 0.45' OF TYPE A ASPHALT w VARIES 5.31' R -VALUE McCUTCHEN RD. CONCRETE (TYP) 5< TO 14.82' 6' 9,0 =o 1.50' OF CRUSHED U-2 TYPE 'A' AGGREGATE BASE (TYP) w o c� 2% MIN. 4%27- VARIES 1.66% MIN. = U w �-- FLULLJ M TO 2.99% MAX. w N bg cc Z<Z�ap Z OEZLu < N G g�^=°^ PROJECT MANAGER: 2%, 4:1 SLOPE EXISTING DESIGNED BY: TO EXISTING GROUND ­7 0.55' O.G. 95% MINIMUM ro RELATIVE COMPACTION (TYP) T.I.=9.0 DC DATE: 9/Z/16 R VALUE=15 PLOT DATE 9Y9/2016 A STREET SECTION FOR McCUTCHEN RD. 2 STA 43+10.14 TO 44+61.92 AND SCALE: 1'=40' 18=4' STA 47+08.73 TO 49+70.14 SHEET NO: C - ST -2 NOT TO SCALE 6' 2% u.THE DEVELOPER SHALL COMPLY WITH THE PROVISIONS OF SJVAPCD RULE 4641 DURING THE CONSTRUCTION AND PAVEMENT OF ALL ROADS AND PARKING AREAS WITHIN THE PROJECT AREA. SPECIFICALLY, THE DEVELOPER SHALL NOT ALLOW THE USE OF: - a) RAPID CURE CUTBACK ASPHALT; b) MEDIUM CURE CUTBACK ASPHALT; c) SLOW CURE CUTBACK ASPHALT (AS SPECIFIED IN SJVAPCD RULE 4641, SECTION 5.1.3); OR EMULSIFIED ASPHALT (AS SPECIFIED IN SJVAPCD RULE 4641, SECTION 5.1.4). 3.CONSTRUCTION EQUIPMENT EXHAUST REDUCTION MITIGATION MEASURES: v. MAINTAIN ALL CONSTRUCTION EQUIPMENT AS RECOMMENDED BY MANUFACTURER MANUALS. w. SHUT DOWN EQUIPMENT WHEN NOT IN USE FOR EXTENDED PERIODS OF TIME. x. CONSTRUCTION EQUIPMENT SHALL OPERATE NO LONGER THAN EIGHT (8) CUMULATIVE HOURS PER DAY. y. USE ELECTRIC EQUIPMENT FOR CONSTRUCTION WHENEVER POSSIBLE IN LIEU OF DIESEL OR GASOLINE POWERED EQUIPMENT. z. CURTAIL USE OF HIGH EMITTING CONSTRUCTION EQUIPMENT DURING PERIODS OF HIGH OR EXCESSIVE AMBIENT POLLUTANT CONCENTRATIONS SUCH AS SPARE -THE -AIR' DAYS AS DECLARED BY THE SJVAPCD. as ALL EQUIPMENTRAND KEPTUCTION IN N GOOD HICLES HAND PROPER RUNNING ORDER ALL BE EQUIPPED WITH ETOEMISSION OL SUBSTANTIALLY REDUCE NOX EMISSIONS. ob.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE ETHANOL FUEL IF PERMITTED UNDER MANUFACTURER'S GUIDELINES. ac.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE DIESEL PARTICULATE FILTERS IF PERMITTED UNDER MANUFACTURER'S GUIDELINES ad.ON-ROAD AND OFF-ROAD DIESEL EQUIPMENT SHALL USE COOLED EXHAUST GAS RECIRCULATION (EGR) IF PERMITTED UNDER MANUFACTURER'S GUIDELINES. ae. ALL CONSTRUCTION WORKERS SHALL BE ENCOURAGED TO SHUTTLE (CAR-POOL) TO RETAIL ESTABLISHMENTS OR TO REMAIN ON-SITE DURING LUNCH BREAKS. of. ALL CONSTRUCTION ACTIVITIES WITHIN THE PROJECT AREA SHALL BE DISCONTINUED DURING THE FIRST STAGE SMOG ALERTS. IN THE EVENT A PREVIOUSLY UNDOCUMENTED WELL IS UNCOVERED OR DISCOVERED ON THE PROJECT SITE THE SUBDIVIDER IS RESPONSIBLE TO CONTRACT THE DEPARTMENT OF CONSERVATION'S DIVISION OF OIL, GAS, AND GEOTHERMAL REDOUR ES (DOGGR). THE SUBDIVIDER IS RESPONSIBLE FOR ANY REMEDIAL OPERATIONS ON THE WELL REQUIRED BY DOGGR. SUBDIVIDER SHALL ALSO BE SUBJECT TO PROVISIONS OF BMC SECTION 15.66.080 (B.) NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE SECURITY AND INSURANCE HAS BEEN OBTAINED. ANY WORK CONNECTING TO EXISTING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK WITHIN THE EXISTING PUBLIC RIGHT OF WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMINT. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT LOCATIONS. NOTE FOR 95% COMPACTION FULL PAVEMENT SECTION TO AT LEAST 1.0 FT. UNDER AND EACH SIDE OF X -GUTTERS AND COMMERCIAL DRIVE APPROACHES. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT CONDITIONS REMAIN THE SAME AS SHOWN IN THE APPROVED PLANS. SHOULD CONDITIONS BE CHANGED, A REVISED PLAN SHALL BE SUBMITTED TO THE CITY FOR APPROVAL 10 DAYS PRIOR TO PAVING. LUMINAIRES SHALL BE SOLID STATE LIGHT EMITTING DIODE WITH TWIST LOCK PHOTOCELL (ORIENTED NORTH) AND SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE CURRENT CITY OF BAKERSFIELD LED STREET LIGHTING SPECIFICATIONS. ANY ITEMS IN THE PUBLIC RIGHT OF WAY THAT ARE DAMAGED OR DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY ENGINEER. ASPHALT CONCRETE PAVING NOTES: 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) FOR LOCAL STREET AND SHALL CONFORM TO THE PROVISION IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD SPECIFICATION AND THESE SPECIAL PROVISION. 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 SPECIFICATION FOR 3/4 INCH MAXIMUM, MEDIUM GRADING. 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY THE CITY ENGINEER. ASPHALT BINDER FOR 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 "STEAM - REFINED PAVING ASPHALT", IN SECTION 92-1.02, "GRADES", OF THE STANDARD SPECIFICATIONS. 4. THE AMOUNT OF THE 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 ENGINEERS REVIEW AND APPROVAL. A. LIST OF AGGREGATE AND ASPHALT SOURCE. B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE INCORPORATED IN THE WORK CONFORM TO THE REQUIREMENTS SO SECTION 39-2.02 AGGREGATE OF THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN SIX (6) MONTHS. ALL OTHER TEST RESULTS SHALL BE NO 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 THE COSTS ASSOCIATED WITH THE ASPHALTS 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 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 SEAMS SHALL BE LOCATED TO MATCH DESIGNED TRAFFIC LANE 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 DRIVE WHERE SHOWN ON THE PLANS AND AS DIRECTED BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED CONNECTIONS. SECTION TABLE I..L CLASS II z STREETS PAVING AG BASE COMPACTION TI R -VALUE McCUTCHEN RD. 0.45' 1.50' •5' NATIVE ® 9,0 15 TYPE 'A' 95% COMPACTION W Soar #A M"7 ,2.0" 4" Mbakarr d Plebe Aft sae Haft 7. L4r6 & Pithr per bht $tandard 000 0_1 -..r _ ----- i .-------- ,7-_, cwb pw $b7dad Dew Sr -1Q ip . 100' Ave faparsm r as i E p' msr yr Mor Saar mak Canbhattard i* J' 0' Varies 1 4.1 MOX art s ; . l.irOie� *0 on aY&d sbtietr avdm otharm* o&ecta+d by d#a ty t *wi I # rbr/arJe &5'w at w*M and mieatar st#wh and on ai kW sb Sets (hot ors adjacent h ackak Amp" aorarrm w w h4sw areas ar as omwwoo, dgww 61 me afy & W, NO 71 S.° I, AX ewxbnwra* a W mr wi* sW oo k m to the "*a* asr om of the carafe 4061 d ^State of L'd*fnk Bent or ftwWW*00fth": hwaftor ftw a 'Stavemd *ec*wkvs-, =rot my a oiw. 2 A aurrmt Street ftmo bftd by dm racy of Darremft Pula ft* awwbod meat vaurs ary ar �a eiH+h the of nt1{ Z s wr be OrIbuofsd MN to grsdr and arose mgm I n 91�to of 6r hp orsA by f. arcade rbr sVwA steak aavbm to No reW*ww& of the Stmdtard ins kr mhos carrrefe (mit. owmf -,w of 5616 0/w ydwi bbearahr as 0 'anus' no aali§r3' ! amu pn�r aAon w to abta w *m at rape lhrbsr krms sw 6e sarkw o0 Bre aw pi..d ad 1. dre aonaste ad *0 be net tea bear 1.3- #A* ofiw bemp aw swbgrnab airaY 6e move iamtaPniery a Ct no" swf w od to fta*d smwA edged ewd thsr► giver it Atpat broom owk hwrredi ou omkr **Wft ai ew*m sear reeelar a wwom opptkvNw of *6 pigow4w ark# canwo d cwtonty to me 5ta dwi aval to Aft" aw 6e kart# mast a:t4 bre cwirg owwoµw • *pad 7 Eiam7atar Abb anal he carahrncMd at tach a* of w s6rtctsm #f snda of arab sterns and at ff mar hta 0 P&M p k 20- aaep, atadr be pkw at fae o► wn6 NO a25- *q "r mails at btr' ht evuk A Epowke rbbrt alar mottdd parr w4w of pvkmw of Avg* maw cangaaarra' drat a6irbw to ##t reo of do SYa mw A Seahbrm of .s NA to iv o ,meed Ar rgvkcerrw Shat be wo wt at fig kr& of nanarpt as mated b the of Fj imr# Sher as frim h ' aid bveNw tt gm ari wwl =tsg hom mmh Sucher 0"N66 *wtot 14 onwpaft Sde O aw he osod at khrsa &m and bas skm os aa' aterfd and 00ftIor stV$& arae may At used tt ed-air-wa awf kwd*s w faraod atrft* At ether amof mrAhatkrr sVon* am "jw to drt ggarard of Sas city fgkw, It Any afnrat m h m stawW h aft or mea wh* #reed` fmov prkr ""d ho Sae city Er+pf+sor. 12 rmmslew h s. tAw Hast bt om y&*bW, 41 Aff.efder * fmaahwNp *A Crnreet rmomtrrpmk far' ADA. east is rs STANDARD a � COMBINATION SIDEWALK a.7 MY OF' BAKEF09RD CA ST- 5 rr WAWA vusuc w mcs 2% MIN 4:1 SLOPE TO EXISTING EXISTING GROUND NORTH R/W 6' 7' VARIES 123' TO 110' VARIES 61' TO 48' GL 48' 6' VARIES 54' TO 41' 7' f11' 41' 0.45' OF TYPE A ASPHALT CONCRETE (TYP) m 1.50' OF CRUSHED Sw 0 AGGREGATE BASE (TYP) u`2 o 29' VARIES w 1.66% MIN. w TO 2.99% MAX. I T 2%y 0.55' O.G. 95% MINIMUM RELATIVE COMPACTION (TYP) T.I.=9.0 R VALUE=15 STREET SECTION FOR McCUTCHEN RD. STA 44+61.92 TO 46+57.56 NOT TO SCALE SOUTH R/W 7" I 6' 2% 2% MIN 11. WHERE THE COMPACTION 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 WHICH CAN BE SURFACED DURING THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE DROP-OFFS IN EACH LANE. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE LANES ARE OPEN 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 OPERATION RESUME. 12. WHERE 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. 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 OPERATION RESUME. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF 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 80TH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT CONCRETE SPREADING OPERATIONS SHALL .NOT CONTINUE UNTIL THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THE WILL BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET AND REPLACED WITH MATERIAL THAT MEET 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 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT CONCRETE REPRESENTED BY THE 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 TOLERANCE, IT SHALL BE BROUGHT WITHIN TOLERANCE BY EITHER A. ABRASIVE GRINDING WITH EQUIPMENT UTILIZED DIAMOND BLADES, B. REMOVAL AND REPLACEMENT, OR C. 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 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 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 REJUVENATING AGENT OR ASPHALT EMULSION AS DIRECTED BY THE CITY ENGINEER. 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 200-2.2 OF THE "GREENBOOK". BASE MATERIAL FOR LOCAL STREETS SHALL BE CAB OR FINE GRADATION CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 OF THE "GREENBOOK". 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE FOLLWOING 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 THE FOLLOWING: A. WHEN ASPHALT CONRETE OR ASPHALT CONCRETE BASE IS TO BE PLACED ON THE GRADING PLANE AT ANY POINT SHALL NOT VARY MORE THAT 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. B. WHEN THE 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 THAT 0.04 FOOT ABOVE OR BELOW THE GRADE ESTABLISHED BY THE ENGINEER. NORTH R/W 6' 4:1 SLOPE 7 TO EXISTING EXISTING GROUND 7' VARIES 123' TO 110' VARIES 61' TO 48' 6' VARIES 54' TO 41' 0.45' OF TYPE A ASPHALT CONCRETE (TYP) 1.50' OF CRUSHED AGGREGATE BASE (TYP) r7, VARIES ° 1.66% MIN. 9 TO 2.99% MAX. r 48' 7'I t11' 41' 0.55' O.G. 95% MINIMUM RELATIVE COMPACTION (TYP) SOUTH R/W 7' I 6' z a a w � = w U :2 w 2 T.I.=9.0 R VALUE=15 STREET SECTION FOR McCUTCHEN RD. STA 41+34.00 TO 41+86.16 AND 46+57.56 TO 47+08.73 NOT TO SCALE rJ D J3 jPy) CITY RECORDS NO. T:: a M D Cc ao U 0000 to d U aW U o ca I..L z O W z� Z :5 Id W d. W `L' O J N W FLULLJ M c N bg cc Z<Z�ap Z OEZLu < N G g�^=°^ PROJECT MANAGER: JB DESIGNED BY: JB DRAWN BY: ro CHECKED BY: DC DATE: 9/Z/16 PLOT DATE 9Y9/2016 JOB NO» 1002.1 SITE PLAN: na SCALE: 1'=40' 18=4' SHEET NO: C - ST -2 CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C3 909131'09" 30.00' 47.40' 30.27' C4 89'28'51" 30.00 46.85 29.73' JB Consulting Savices 40' 0' 20' 40' 80' 0 1" 2" r IN FEET ) 1 inch = 40 feet TEMPORARY DYNAMICS ST. DRAINAGE BASIN PRIVATE E IRIVEWAY EASEMENT PER FUTURE DOC. # 0216059142 kCONSTRUCTIO\N TEMPORARY _ DRAINAGE BASIN o EASEMENT PER M DOC. # 0216059141 'n M TO DRAIN TO o -RARY o 3 STA. 43+85.18 / GE BASIN + LOr•, ri OFF: 57'LT z TC 353.65 m 0 mFL 353.15 // / BEGIN BAY TAPER GRADE TRANSITION 0 20:1 • SS g LIMITS OF CONSTRUCTION I 41+0 0 j 42+0 SS} 3+ _:�-' McCUTCHEN s +85.81 T� ' `"° DYNAMICS +00.00 bN �Z3v, xx -: NO PARKING � ST'. L-1'. SAI"° SIC. x EXISTING CURB WyGUTT�,XPER MEYER CIVIL ENGINEERING STREET IMPROVMENT PLANS FOR THE CITY OF BAKERSFIELD. PROJECT No.E8Kl02 RIGHT-OF-WAY DEDICATION PER DOCUMENT NO. 000216099860 15 m } ^ 44+ og f41 •I CENI ERLINE � f - x NO PARKING x BOX Lk x CONSTRUCTION NOTES: 10 CONSTRUCT 6" CONCRETE CURB & GUTTER PER C.O.B. STD. ST -1, TYPE "B 2O INSTALL SURVEY MONUMENT AT STREET INTERSECTION PER CO.B. STD. ST -22. Q3 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -5. ® NOT USED O CONSTRUCT CURB RAMP DETAIL PER CALTRANS STD. A88A © INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. ST -23-26. Q7 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -23-26. ® INSTALL STREET SIGN PER C.O.B. STD. T-2 Q9 CONSTRUCT AC DIKE 10 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "B" PER PROPOSED C.O.B. STD. ST -3 11 INSTALL TYPE III BARRICADE PER CALTRANS STD. A73C 1© 1' SAWCUT LINE OR AS DIRECTED BY CITY ENGINEER. 1© CONSTRUCT STREET STRUCTURAL SECTION, SEE SHEET 2. 14 NOT USED 15 INSTALL TWO 4" SCHEDULE 40 SLEEVES TO FUTURE MEDIAN FOR IRRIGATION AT MIDPOINT FUTURE MEDIAN, EXTENDING FROM 2 FEET OUTSIDE SIDEWALK TO 2 FEET INSIDE FUTURE MEDIAN, AND STAMP OR CHISEL "C" ON TOP OF CURB AT THEIR LOCATION. I I � PEDESTRIAN EASEMENT PER N46YORK I DOCUMENT NO. 000216099860 I PRIJNATE DRNEWA DRAINAGE BASIN I EASEMENT PER ` I DOC. # 0211 059 1 39 I DRAINAGE BASIN EASEMENT PER DOC. # 0216059139 ECR ST • 46+91.05 STA. 47+25.06 0 F: 75.27'LTOFF: 74.73'LT BCR '\\ TC 353.11 TC 353.11 FL 352.61 _ &-352.61 6 STA. 46+56.05 5 ' ZJ OFF: 51.44'LT 4 -ST-66HT#62 BCR STA. 46+61.05,' OFF: 45.06'a'5 TC 353.3 FL 352. M SSSS SS 45+0 4 t • - s N 'f .'� CCUTC , FTA. 47+08.73 ? NETW T STA. 10NETW T STA. 10+00 NOPARKING 5> ' OFr: 45.001T TC 353.34 �L 352.84 LEGEND: BCR = BEGIN OF CURB RETURN CB = CATCH BASIN CL = CENTERLINE ECR = END OF CURB RETURN ELEV = ELEVATION FH = FIRE HYDRANT FL = FLOWLINE GB = GRADE BREAK INV = INVERT LC = LENGTH OF CURVE LP = LOW POINT LT = LEFT MH = MANHOLE OFF: = OFFSET PL = PROPERTY LINE RT = RIGHT R/W = RIGHT OF WAY STA. = STATION TC = TOP OF CURB Q SET CONCRETE MONUMENT -�}- STREET LIGHT PER C.O.B. STD. DET. ST -14 METRO STREET NAME SIGN PER C.O.B. STD. T-1 Rl_ t TRAFFIC SIGNS PER CA. DOT STANDARDS FIRE HYDRANT PER C.O.B. PLATE No. W-3. AN EASEMENT FOR STREET RIGHT OF WAY IN FAVOR OF THE CITY OF BAKERSFIELD PER DOCUMENT RECORDED APRIL 27, 2006 AS INSTRUMENT NO. 0206103449, OFFICIAL RECORDS, KERN COUNTY. � r smamwi& F OX SDViHC c x ST. L'1'. x ELEC. 0x INO PAR <ING BOX C BOX 2 BOA 29 <I- M -SPIKE PP 71 McCUTCHEN RD. STA. 43+10.14 -STA. 49+70.14 I &q STA. 44+45.18 HIP Z OFF: 48'LT O TC 353.79 44+15.18 FL 353.29 OFF: 541T - - -- - - - EXISTING R.O.W. TC 353.72 STA. 44+75.18 j GB FL 353.22 3 OFF: 451T TC 353.73 -- FL 353.23 Z - END BAY TAPER - 15 m } ^ 44+ og f41 •I CENI ERLINE � f - x NO PARKING x BOX Lk x CONSTRUCTION NOTES: 10 CONSTRUCT 6" CONCRETE CURB & GUTTER PER C.O.B. STD. ST -1, TYPE "B 2O INSTALL SURVEY MONUMENT AT STREET INTERSECTION PER CO.B. STD. ST -22. Q3 CONSTRUCT 5.5' COMBINATION TYPE SIDEWALK PER C.O.B. STD. ST -5. ® NOT USED O CONSTRUCT CURB RAMP DETAIL PER CALTRANS STD. A88A © INSTALL 22,000 LUMEN STREET LIGHT PER C.O.B. STD. ST -23-26. Q7 INSTALL 9500 LUMEN STREET LIGHT PER C.O.B. STD. ST -23-26. ® INSTALL STREET SIGN PER C.O.B. STD. T-2 Q9 CONSTRUCT AC DIKE 10 CONSTRUCT STANDARD COMMERCIAL DRIVE APPROACH TYPE "B" PER PROPOSED C.O.B. STD. ST -3 11 INSTALL TYPE III BARRICADE PER CALTRANS STD. A73C 1© 1' SAWCUT LINE OR AS DIRECTED BY CITY ENGINEER. 1© CONSTRUCT STREET STRUCTURAL SECTION, SEE SHEET 2. 14 NOT USED 15 INSTALL TWO 4" SCHEDULE 40 SLEEVES TO FUTURE MEDIAN FOR IRRIGATION AT MIDPOINT FUTURE MEDIAN, EXTENDING FROM 2 FEET OUTSIDE SIDEWALK TO 2 FEET INSIDE FUTURE MEDIAN, AND STAMP OR CHISEL "C" ON TOP OF CURB AT THEIR LOCATION. I I � PEDESTRIAN EASEMENT PER N46YORK I DOCUMENT NO. 000216099860 I PRIJNATE DRNEWA DRAINAGE BASIN I EASEMENT PER ` I DOC. # 0211 059 1 39 I DRAINAGE BASIN EASEMENT PER DOC. # 0216059139 ECR ST • 46+91.05 STA. 47+25.06 0 F: 75.27'LTOFF: 74.73'LT BCR '\\ TC 353.11 TC 353.11 FL 352.61 _ &-352.61 6 STA. 46+56.05 5 ' ZJ OFF: 51.44'LT 4 -ST-66HT#62 BCR STA. 46+61.05,' OFF: 45.06'a'5 TC 353.3 FL 352. M SSSS SS 45+0 4 t • - s N 'f .'� CCUTC , FTA. 47+08.73 ? NETW T STA. 10NETW T STA. 10+00 NOPARKING 5> ' OFr: 45.001T TC 353.34 �L 352.84 LEGEND: BCR = BEGIN OF CURB RETURN CB = CATCH BASIN CL = CENTERLINE ECR = END OF CURB RETURN ELEV = ELEVATION FH = FIRE HYDRANT FL = FLOWLINE GB = GRADE BREAK INV = INVERT LC = LENGTH OF CURVE LP = LOW POINT LT = LEFT MH = MANHOLE OFF: = OFFSET PL = PROPERTY LINE RT = RIGHT R/W = RIGHT OF WAY STA. = STATION TC = TOP OF CURB Q SET CONCRETE MONUMENT -�}- STREET LIGHT PER C.O.B. STD. DET. ST -14 METRO STREET NAME SIGN PER C.O.B. STD. T-1 Rl_ t TRAFFIC SIGNS PER CA. DOT STANDARDS FIRE HYDRANT PER C.O.B. PLATE No. W-3. AN EASEMENT FOR STREET RIGHT OF WAY IN FAVOR OF THE CITY OF BAKERSFIELD PER DOCUMENT RECORDED APRIL 27, 2006 AS INSTRUMENT NO. 0206103449, OFFICIAL RECORDS, KERN COUNTY. � r smamwi& F OX SDViHC c x ST. L'1'. x ELEC. 0x INO PAR <ING BOX C BOX 2 BOA 29 <I- M -SPIKE PP 71 McCUTCHEN RD. STA. 43+10.14 -STA. 49+70.14 I &q x x - EXISTING RIGHT OF WAY OFF: 45.001T Z TC 353.77 O FL 353.27 F-- END OF CONSTRUCTION - - -- - - - EXISTING R.O.W. 2 �- EXISTING EDGE OF PAVEMENT ce ----- - ---- FUTURE CONSTUCTION J 1' SAWCUT OR AS DIRECTED Zzl7%�%l BY CITY ENGINEER Z EDGE OF PAVEMENT WITH AC DIKE LO OV d. d O� - EXISTING SHOULDER Lu %D, I -m0 EASEMENT/DEDICATION cro Nt g+ ao N x x - EXISTING RIGHT OF WAY APN 539-010-07 LIMITS OF CONSTRUCTION STA. 49+70.06 co END SAWCUTs- 3 0 END OF CONSTRUCTION"''' u- 0 z .r, N S � ° 0 GRADE TRANSITION 0 20:1 f ' NO PARKING x TRA= SIG x STAT. BOX PDX Z .... o _. GRADE TRANSITION 020:1 . 360 a 360 Z . _ FUTURE•GR'4Dr + oo 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . @ CENTERLINE_ Z LOZ PROPOSED GRADE j .i m . .0 CENTERLINE GRADE TRANSITION 0 20:1 U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j An U J. J @' CENT�RDNIE J .. . eh�Gp. W �[ U. ^U OU :^� \ J J J J W \ ^U 01 V Ov C> II')DO °4^ �M IC) �U ^(;,) .0U N\ �� �V p)U .cOV O 356 �.. +. +� + a� �to oM �M �� N �� �� �� �� �;� ��. � off; . . .M -40.�M N� M� .+� .+� �N .D e-- �0 . wito. . . . . . . .0m . . . . . . -C)O . . . . . . . . . .,n r. .rnry ... . . . .fir, ... .+d:...... + .+-r. ................. ........................ 356 - - - - : V- F41 : e•r) �00 LO M :AM M - '�� nL +M �� (T'iD U') ^LO I1*M Lc) �M stM - - - - _ �M 10 LO fir) �� eFM - - . . . . . . . . . . . . . . . . �. • L_ q�o� . . . . . . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . 77-7-7-7= - - - - -. .--'-�-- - .T�_-r- 0,201 352 W .-0.20%. � -0.20 --.. . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . of . . . . . C: . . . . . . . . . . . . . . . . . . . . . . . . . . tri `r'. °D °� ,� M o: . . . . . . . . . . . .o o. . a 352 M. cn FUTURE GRADE j ^ a to A Q + �`vr � c'! v+ Lo g 'n : : : m w m w .o o FUTURE. GRADE � •r L o �o PROPOSED GRADE EXISTING GRADE o ^ ® FLOWLINE r i °O 'n o o M. ,� , Z o a. - N O ^ N + N . + N . co . . M a, . . . . . 0 .FI.OWLINE . . . . . . . . . . . . . . . . . .��+ z >> . . >> c� }d- oo . . . o cc; .ad �. . 0 FLOWLINE. 0 CENTERLINE .+ �. . . . . . . . . . . . . . . . . . . . . . . . n +� +04 1N NWW Q4F .QFW 4im fn +� +� +N }CV �M 348 d�, d o_lw : = a . w ' 47.77' w . W 90'x12' 'BAY'TAPER N ��' N -j. . . . . - .... 348 LC 46.85 47.40 cn w to w. LC. 46:85 HORIZONTAL SCALE -1 11=40' NORTH OF CENTERLINE VERTICAL SCALE -1 "=4' � SOUTH OF CENTERLINE :...:...:...:...:...:...:...:...:...:...:...:...:...:.............. .:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...........:...:...:....... :............. ..:...................... ................................. .................................... ................... :.................................. .:...:............................................................................................................................................... ....................................................................................................................................................................................................................................... .................... ......................................... ........... ....................... .................... ....................... .................. .................... :............ ............. ........... .............. ............ ..................................................................................................................................................................................................................................... ......................................................................................................................................................................... ....................................: : : : : : : : : : : : : : : : : : : : : : : : : : : ";� -1,2 3 CITY RECORDS NO. 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 �l � O D J' 1 J �OD 00 �W to (� U INTERCONNECT CONDUIT Z - CENTERLINE O - - - - - - PROPOSED R.O.W. F-- -•••-•••-•••- PHASE 1 BOUNDARY - - -- - - - EXISTING R.O.W. 2 �- EXISTING EDGE OF PAVEMENT ce ----- - ---- FUTURE CONSTUCTION °_���:�=�• -�`PROPOSED PAVEMENT SECTION 1' SAWCUT OR AS DIRECTED Zzl7%�%l BY CITY ENGINEER Z EDGE OF PAVEMENT WITH AC DIKE Lu c PROPOSED SHOULDER d. d O� - EXISTING SHOULDER Lu %D, I -m0 EASEMENT/DEDICATION PER SEPERATE DOCUMENT �Z g+ Z Qo •r Z •�ZLIJ� Q CATCH BASIN PER COB STD D-14 p� O zoca INTERCONNECT ' PULL 80X INTERCONNECT LINE DETAIL DESIGNATION: SECTION DESIGNATION: DETAIL SECTION DIRECTION OF LETTER LETTER SECTION VIEW SHEET WHERE 2 SHEET WHERE Z SECTION IS SHOWN SECTION IS SHOWN PLOT DATE: 9/9/2016 10 ITEM OF WORK - SEE CONSTRUCTION NOTES Ci CURVE NUMBER FOR CURVE DESCRIPTION O TAPER NUMBER FOR TAPER DESCRIPTION APN 539-010-07 LIMITS OF CONSTRUCTION STA. 49+70.06 co END SAWCUTs- 3 0 END OF CONSTRUCTION"''' u- 0 z .r, N S � ° 0 GRADE TRANSITION 0 20:1 f ' NO PARKING x TRA= SIG x STAT. BOX PDX Z .... o _. GRADE TRANSITION 020:1 . 360 a 360 Z . _ FUTURE•GR'4Dr + oo 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . @ CENTERLINE_ Z LOZ PROPOSED GRADE j .i m . .0 CENTERLINE GRADE TRANSITION 0 20:1 U . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j An U J. J @' CENT�RDNIE J .. . eh�Gp. W �[ U. ^U OU :^� \ J J J J W \ ^U 01 V Ov C> II')DO °4^ �M IC) �U ^(;,) .0U N\ �� �V p)U .cOV O 356 �.. +. +� + a� �to oM �M �� N �� �� �� �� �;� ��. � off; . . .M -40.�M N� M� .+� .+� �N .D e-- �0 . wito. . . . . . . .0m . . . . . . -C)O . . . . . . . . . .,n r. .rnry ... . . . .fir, ... .+d:...... + .+-r. ................. ........................ 356 - - - - : V- F41 : e•r) �00 LO M :AM M - '�� nL +M �� (T'iD U') ^LO I1*M Lc) �M stM - - - - _ �M 10 LO fir) �� eFM - - . . . . . . . . . . . . . . . . �. • L_ q�o� . . . . . . . . . . .r . . . . . . . . . . . . . . . . . . . . . . . . 77-7-7-7= - - - - -. .--'-�-- - .T�_-r- 0,201 352 W .-0.20%. � -0.20 --.. . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . of . . . . . C: . . . . . . . . . . . . . . . . . . . . . . . . . . tri `r'. °D °� ,� M o: . . . . . . . . . . . .o o. . a 352 M. cn FUTURE GRADE j ^ a to A Q + �`vr � c'! v+ Lo g 'n : : : m w m w .o o FUTURE. GRADE � •r L o �o PROPOSED GRADE EXISTING GRADE o ^ ® FLOWLINE r i °O 'n o o M. ,� , Z o a. - N O ^ N + N . + N . co . . M a, . . . . . 0 .FI.OWLINE . . . . . . . . . . . . . . . . . .��+ z >> . . >> c� }d- oo . . . o cc; .ad �. . 0 FLOWLINE. 0 CENTERLINE .+ �. . . . . . . . . . . . . . . . . . . . . . . . n +� +04 1N NWW Q4F .QFW 4im fn +� +� +N }CV �M 348 d�, d o_lw : = a . w ' 47.77' w . W 90'x12' 'BAY'TAPER N ��' N -j. . . . . - .... 348 LC 46.85 47.40 cn w to w. LC. 46:85 HORIZONTAL SCALE -1 11=40' NORTH OF CENTERLINE VERTICAL SCALE -1 "=4' � SOUTH OF CENTERLINE :...:...:...:...:...:...:...:...:...:...:...:...:...:.............. .:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...........:...:...:....... :............. ..:...................... ................................. .................................... ................... :.................................. .:...:............................................................................................................................................... ....................................................................................................................................................................................................................................... .................... ......................................... ........... ....................... .................... ....................... .................. .................... :............ ............. ........... .............. ............ ..................................................................................................................................................................................................................................... ......................................................................................................................................................................... ....................................: : : : : : : : : : : : : : : : : : : : : : : : : : : ";� -1,2 3 CITY RECORDS NO. 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 �l � O D J' 1 J �OD 00 �W to (� U Q Z O O w F-- fZ 2 V I- d° ce r D CA u.Z Z 'CL r Lu c Lli Z 4 W � C/1 d. d O� =W OO Lu %D, I -m0 � �Z g+ Z Qo •r Z •�ZLIJ� p� O zoca PROJECT MANAGER:- ANAGER:DESIGNED DESIGNEDBY: 18 DRAWN BY: l8 CHECKED BY: jB DATE: DC PLOT DATE: 9/9/2016 JOB NO.: 1002.1 SITE PLAN: SCALE: Horiz. 1"=40' Vert. 1"=4' "T": C - ST -3 40' 0' 20' 40' 80' 0 1" r r ( IN FEET ) 1 inch = 40 feet DYNAMICS ST. PRIVATE DRIVEWAY _ n T T_ I I\ SS SS S� _ 42+00 X43+00 -x NO €SARK€NG x {T' TT. TRAF. SIO. BOX BOX x SEE C.O.B. STD. T -XX FOR CONSTRUCTION OF RIGHT TURN LANE � coJ 0 Ilj In J 00 loz n d �p ^ M R26(CA) o w p. FU". Z W tom R7-9 R7-9 - 21 .. p J Of -,!-a !- a R + t) ;k w ti 6 a- -J �,rjp �ZOD INia to v~iwwy ® R26(CA)/R81(CA) o I I I NETWORK CT. PRIVATE DRIVEWAY N O LN M J OL LO J W Io Z N m BEGIN TYPE 'F" CHANNELIZER Q 38' O.C. (TYP.) O — — io I R7-9 R26(CA)/R81(CA) BEGIN TYPE "F" CHANNELIZER 1 o / ®38' O.C. (TYP.) 0 _3181p, O C DETAIL 39 TYCAL STANDARD BIKE n o LANE MARKING I 38 0,c DETAIL 39 SS SS �plCqL � o ss SS o SS SS SS 44 00 ..a I °t •I 45+00 • 46+00 • !� 47+001 48+00 49+00 X NO PARKING BOX x x - 1 x 0 SI�I�Hox BOX IFLE:O, BOX x -SPIKE IN RP McCUTCHEN RD.. STA. 43+10.14 - 49+70.14 x x — �NO PARKING BOX fO M O J �Q rn � o io e - Z w — — EXISTING DETAIL 22 STRIPING EXISTING DETAIL 39 STRIPING--""' ST. LT. x x I yrs tEND TYPE "F" CHANNELIZER ® 38' O.C. (TYP.) SS SS 50+00 51+00 4- NO PARKING 10 PAINT 12 LIMIT LINE AND ALL OTHER PAINTED MARKINGS WITH THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH-02ALKYD ALL CONFLICTING STRIPING TO BE REMOVED WITH REPLACEMENT OF PERMANENT STRIPING. ALL TEMORARY STRIPING TO BE WATER BORNE PAINT. PRIOR TO PAVING, THE DESIGN ENGINEER FOR THE PROJECT SHALL VERIFY THAT 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. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAINT PER CALTRANS STD. SPEC. PTH 02ALKYD UNLESS OTHERWISE NOTED. ST.—LI . BC;x 5- ti. D �3 p 11 1 CITY RECORDS NO. 0 V ��/J_ �O� fly i zO � Q X z wQ w omo z z O � \ rxW) 00 U00 � U aW Q U a� 0 0 Z Lui V p. FU". Z W Z a CL v - uj O W u W c� Y Lu M � O Z $ O Z b V) v- 5 `" 0 rz OV' o z Lp = O ^ �IIIIIII 0 V ��/J_ �O� fly i zO � Q X z wQ w omo z z O � \ rxW) 00 U00 � U aW Q U a� PROJECT MANAGER JB DESIGNED BY: JB DRAWN BY: ro cHEcacED BY: DC DATE: 9/2A 6 PLOT DATE: 9/9/2016 SOB NO.: 1002.1 SrrE PLAN: na SGLLE: 1'=w 1• = 4' C — ST -4 0 0 Z Lui V p. FU". Z W Z a CL v - uj O W u W c� Y Lu M � O Z $ O Z b V) v- 5 `" 0 rz OV' o z Lp = O ^ �. PROJECT MANAGER JB DESIGNED BY: JB DRAWN BY: ro cHEcacED BY: DC DATE: 9/2A 6 PLOT DATE: 9/9/2016 SOB NO.: 1002.1 SrrE PLAN: na SGLLE: 1'=w 1• = 4' C — ST -4