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HomeMy WebLinkAbout5.1-12022 Record DrawingI ! , E C.O.B. - CITY OF BAKERSFIELD ------------EXISTING T11<214 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------------ PROPOSED STREET FL FP - FINISH PAD ELEVATION — — — - EXISTING STREET E BCR - BEGIN CURVE RETURN Y - PROPOSED SIDEWALK ECR - END CURVE RETURN .- - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE cCb - EXISTING POWER POLE P54.13 - PAVEMENT ELEVA11ON (S) - EXISTING SEWER MANHOLE TC55.88 - TOP OF CURB ELEVA11ON © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION -- - 281 - EXISTING CONTOUR DF50.45 - DEPRESSED FLOWLINE ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EG55.80) - EXISTING GROUND ELEVATION J r-, BVC - BEGIN VERTICAL CURVE (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION EVC - END VERTICAL CURVE (55.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVATION 351 - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC - BEGIN CURVE PI - POINT OF INTERSECTION EC - END CURVE VPI - VERTICAL POINT OF INTERSEC11ON H.P. - HIGH POINT -------- EXISTING RIGHT OF WAY CL - CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00.00E - DIRECTION OF STATION LABEL - DIRECTION OF DRAINAGE u<< - NEW PAVEMENT O - SURVEY MONUMENT- ...... - - - - PROPOSED STREET PROPOSED FIRE HYDRANTS A11 ■ll:►►. THE STEEL ROD FOUND AT THE NORTHEAST CORNER OF ROSEDALE HWY & OLD FARM RD WITH NGS DESIGNATION "M 1454" WITH RECORD NAVD88 ELEVATION = 366.74' WAS USED AS THE VERTICAL BENCHMARK AS SHOWN HEREON. ":OLIN nI& 9m;"A ME i Imo,..; J%.ALC: I = 1 V V AAM& I ki 10 - APPROVED BY: VICINITY MAP N.T.S. Know what's b210W. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES. AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION �' __`nnt*� QUANT7TY PALM RD - BRIMHALL ROAD STREET IMPROVEMENT � - ALLEN ROAD STREET IMPROVEMENT D - EARTHWORK z SITE 1035 C.Y. - CLASS 2 AGGREGATE BASE Y - "6" P.C.C. CURB & GUTTER � - M MEDIAN CURB W - SAWCUT EXISTING PAVEMENT 6490 S.F. - 5 1/2' COMBINATION SIDEWALK 4 EACH - INSTALL 9,500 LUMEN STREET LIGHT BRIMHALL RD - ADA CURB RAMP 3 EACH � o - MISC. SIGNS Z o Q WESTSIDE PKWY VICINITY MAP N.T.S. Know what's b210W. Call before you dig. CONTRACTOR SHALL CONTACT 811 FOR LOCATION OF ALL UTILITIES. AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION �' __`nnt*� QUANT7TY ITEM 672 L.F. - BRIMHALL ROAD STREET IMPROVEMENT 907 L.F. - ALLEN ROAD STREET IMPROVEMENT 2767 C.Y. - EARTHWORK 1886 TONS - ASPHALT CONCRETE PAVING 1035 C.Y. - CLASS 2 AGGREGATE BASE 1557 L.F. - "6" P.C.C. CURB & GUTTER 3351 L.F. - M MEDIAN CURB 5278 L.F. - SAWCUT EXISTING PAVEMENT 6490 S.F. - 5 1/2' COMBINATION SIDEWALK 4 EACH - INSTALL 9,500 LUMEN STREET LIGHT 8 EACH - ADA CURB RAMP 3 EACH - STOP SIGNS 16 EACH - MISC. SIGNS SHEET INDEX SHEET DESCRIPTION 1 COVER SHEET 2 GENERAL NOTES 3 BRIMHALL ROAD (PLAN AND PROFILE) 4 ALLEN ROAD (PLAN AND PROFILE) 5 ALLEN ROAD (PLAN AND PROFILE) 6 BRIMHALL ROAD (STRIPING PLAN) 7 ALLEN ROAD (STRIPING PLAN) 8 ALLEN ROAD (STRIPING PLAN) 9 BRIMHALL & ALLEN ROAD (MEDIAN PLAN) 10 STREET SECTIONS 11 STREET SECTIONS & DETAILS ENGINEER'S STATEMENT: THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECTION AND TO THE BEST OF MY KNOWLEDGE AND BELIEF COMPLY WITH CITY OF BAKERSFIELD ORDINANCES, STANDARDS, AND DESIGN CRITERIA, AND INCLUDE ALL IMPROVEMENT REQUIREMENTS OF THE ADVISORY AGENCY OR OTHER REVIEW BOARD. ANY ERRORS, OMISSIONS OR OTHER VIOLATIONS OF THOSE ORDINANCES, STANDARDS OR DESIGN CRITERIA ENCOUNTERED DURING CONSTRUCTION SHALL BE CORRECTED AND SUCH CORRECTIONS REFLECTED ON CORRECTED PLANS SUBMITTED TO THE CITY ENGINEER. DERRILL G. WRITTEN JR. R.C.E. # C-051930 EXP. - 12/31/16 ,/S -- DATE DATE REVIEWED: SITE BENCHMARK: TRAFFIC ENGINEER DATE BRASS CAP FOUND IN LAMPHOLE AT THE INTERSECTION OF BRIMHALL ROAD AND ALLEN ROAD. AS=BUILT ELEVATION = 362.85' ��Ao�Ess%, REViE1�D: � - �- �,� � I1-17-Zp�s UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WALL 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 COURSE 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 DESIGN PROFESSIONAL. BASIS OF BEARING: THE BEARING OF S00'43'01"W FOR THE EAST LINE OF THE SOUTHEAST QUARTER OF SEC11ON 26, 29/26 M.D.B.&M., AS PER PARCEL MAP NO. 10763 RECORDED IN BOOK 52 OF PARCEL MAPS AT PAGES 114 & 115 WAS USED AS BASIS OF BEARINGS SHOWN HEREON. f G. WH/7- C., r o No. C-051930 y EXP. sr clv1\- gTFOF CA��F� ��c ti L �, /13017 APPROVED BY: ASSISTANT PUBLIC WORKS DIRECTOR NICOLAS FIDLER PUBLIC WORKS DIRECTOR R.C.E. # 61069 EXP. - 12/31/16 C DATE DATE /O QEtOFESSIO�i �\ at No. C-051930 sr CIVi� �P CAL CITY RECORDS N0. R. Z O N s W a a dN it W C- 0 r N TTri�Uj N E rn m z ¢ v m a o � J W o � CL w m m o Lo 00 Q � � J CL O W oc �" j5 Z Q N C� N W r— > * CL Q � F" Z W V) DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 1 1 O 11 ., U LTJ ^ f'1 O C� > ryu z ^ Z (I] LTj J r-, � er c Z Or` L7 U ee) N O w UNW� �9MM w E W e,o Y ►-� Nm��i L W 3 a a dN it W C- 0 r N TTri�Uj N E rn m z ¢ v m a o � J W o � CL w m m o Lo 00 Q � � J CL O W oc �" j5 Z Q N C� N W r— > * CL Q � F" Z W V) DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 1 1 O 11 GENERAL NOTES: (CITY STREET PLANS ST -17, MAJOR STREET CROSS SECTIONS REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF PARALLEL TO, THE NEAREST LANE LINE OR PAVEMENT EDGE, 39-4.01, "SUBGRADE", OF THE STANDARD SPECIFICATIONS 20. PAVING CONTRACTOR SHALL GRADE THE PAVING AREAS TO THE ST -22, SURVEY MONUMENT THE STANDARD SPECIFICATIONS AND THESE SPECIAL AND THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO SHALL BE MET. FOLLOWING MODIFIED CALTRANS STANDARDS SPECIFICATION 1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH CITY OF ST -23, STANDARD STREET LIGHT PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND THE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL BE SECTION 19-1.03 PER THE CITY OF BAKERSFIELD: BAKERSFIELD STANDARDS, LATEST EDITION. ST -24, STANDARD LIGHT BASE PLATE DETAILS EQUIVALENT TEST RESULTS SHOULD NOT BE OLDER NEAT RECTANGULAR AREAS OF UNIFORM SURFACE APPEARANCE. 8. THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL ST -25, STREET LIGHT PULL BOX DETAILS THAN SiX (6) MONTHS. ALL OTHER TEST RESULTS ABRASIVE GRINDING SHALL CONFORM TO THE REQUIREMENTS IN BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO IMMEDIATELY PRIOR TO PLACING SUBSEQUENT LAYERS OF 2. IMPROVEMENTS SHALL BE IN ACCORDANCE WITH STATE OF SW -4, TYPE 'B' MANHOLE SHOULD NOT BE OLDER THAN ONE (1) YEAR. THE FIRST PARAGRAPH AND THE LAST FOUR PARAGRAPHS OF AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING MATERIAL THEREON, THE GRADING PLACE SHALL CONFORM TO CALIFORNIA BUSINESS AND TRANSPORTATION AGENCY SW -6, FRAMES & COVERS FOR MANHOLES c. AN ASPHALT CONCRETE MIX DESIGN DETERMINED IN SECTION 42-2.02, "CONSTRUCTION," OF THE STANDARD PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. THE FOLLOWING: DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS D-14, CATCH BASIN TYPE 'A' ACCORDANCE WITH CALIFORNIA TEST 367. LABORATORY SPECIFICATIONS. A FOG SEAL COAT SHALL BE APPLIED TO ALL CURRENT EDITION, AS MODIFIED AND DETERMINED APPLICABLE D-17, GUTTER DEPRESSIONS TEST RESULTS ON MICH THE DESIGN IS BASED SHALL FINISHED ASPHALT SURFACES AT THE CONTRACTOR'S EXPENSE. 9. PAVING SEAMS SHALL BE LOCATED TO MATCH DESIGNED A. WHEN ASPHALT CONCRETE OR ASPHALT CONCRETE BY THE DIRECTOR. T-1, STANDARD STREET SIGN (POST TYPE) BE SUBMITTED WITH THE MIX DESIGN ALONG WITH THE THE FOG SEAL COAT SHALL BE EITHER ASPHALT REJUVENATING TRAFFIC LANE STRIPE LOCATIONS UNLESS OTHERWISE PERMITTED BASE IS TO BE PLACED ON THE GRADING PLANE, THE 3. ALL STREETS HAVE BEEN DESIGNED IN ACCORDANCE II1H THE T-2, MISCELLANEOUS SIGN THEORETICAL MAXIMUM DENSITY OF THE DESIGN AGENT OR ASPHALTIC EMULSION AS DIRECTED BY THE CITY BY THE CITY ENGINEER. GRADING PLANE AT ANY POINT SHALL NOT VARY T-3, STREET SIGN PLATE MAST ARM MOUNT MIXTURE AS DETERMINED BY ASTM D2041. THE ENGINEER. MORE THAN 0.04 FOOT ABOVE OR BELOW THE GRADE TRAFFIC INDEX AS SHOWN ON THE TYPICAL CROSS-SECTIONS. T-34, STANDARD TRAFFIC SIGNAL INTERCONNECT -CONDUIT AND ASPHALT CONCRETE MIX SHALL MEET THE 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED ESTABLISHED BY THE ENGINEER. PULLBOXES REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF 19. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT 4. ALL STREETS HAVE BEEN DESIGNED USING A MINIMUM 'R' VALUE THE STANDARD SPECIFICATIONS AND THESE SPECIAL MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND B. WHEN THE SUBBASE OR BASE MATERIAL (OTHER THAN AS SHOWN ON TYPICAL CROSS-SECTIONS. SHOULD FURTHER 29. BASE MATERIAL IN ARTERIAL AND COLLECTOR ROADBEDS SHALL PROVISIONS. IF THE DATA SUBMITTED SHOWS THAT THE 2 AB) CONFORMING TO SECTION 26 OF THE STANDARD PRIVATE DRiVE WHERE SHOWN ON THE PLANS AND AS DIRECTED ASPHALT CONCRETE BASE) IS TO BE PLACED ON THE TESTING SHOW A LOWER 'R' VALUE OF THE ACTUAL IN PLACE MEET THE SPECIFICATIONS FOR CLASS 2 AGGREGATE BASE (CL2 MATERIALS ARE SUBSTANTIALLY THE SAME AS WHEN SPECIFICATIONS, LATEST EDITION; HOWEVER NO RECYCLED OR BY THE CITY ENGINEER AND SHALL BE HAND RAKED, IF GRADING PLANE, THE GRADING PLANE AT ANY POINT MATERIAL, STREETS SHALL BE REDESIGNED ACCORDING TO THE AB) CONFORMING TO SECTION 29 OF THE STATE STANDARD THE DESIGN WAS PREPARED, THE DESIGN MAY BE UP RECLAIMED MATERIAL WILL BE ALLOWED. BASE MATERIAL FOR NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED SHALL NOT VARY MORE THAN 0.04 FOOT ABOVE OR LOWER 'R' VALUE. SPECIFICATIONS. LATEST EDITION; HOWEVER NO RECYCLED OR TO THREE (3) YEARS OLD. THE CONTRACTOR SHALL LOCAL STREETS SHALL BE EITHER CL 2 AB OR FINE GRADATION CONNECTIONS. BELOW THE GRADE ESTABLISHED BY THE ENGINEER. RECLAIMED MATERIAL WILL BE ALLOWED, BASE MATERIAL IN BEAR ALL COSTS ASSOCIATED WITH THE ASPHALT CRUSHED MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 5. ANY LAYER OF 'R' VALUE MATERIAL SPECIFIED IN THE TYPICAL LOCAL ROADS SHALL BE EITHER CL 2 AB OR CRUSHED CONCRETE MIX DESIGN. 200-2.4 OF THE "GREENBOOK." 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT CROSS-SECTION MAY BE INCREASED IN DEPTH PROVIDED THAT MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2,4 CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL THE MATERIAL ABOVE THAT HAS NO LESS THAN THE MINIMUM OF THE "GREENBOOK." 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO SPECIAL NOTE BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF THICKNESS SHOWN. EXISTING PAVED SURFACES, THE EXISTING PAVEMENT SHALL BE EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE SAW CUT. 1. 24 HOUR INSPECTION NOTICE - PRIOR TO THE START OF ANY LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT 30. REQUIRED FOR MINIMUM COVER OF 30" PER COB STD. SEC. PHASE OF CONSTRUCTION, THE CITY CONSTRUCTION INSPECTION GREATER THAN THAT WHICH CAN BE SURFACED DURING THE 6. IF APPROVED IN WRITING BY THE DIRECTOR 3. AN ALTERNATE 3.4.5.2 EXISTING PIPELINES AND UTILITIES SHALL BE LOWERED PAVEMENT DESIGN USING CLASS III AGGREGATE BASE AND A AT THE DEVELOPER'S EXPENSE PRIOR TO THE INSTALLATION OF 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS SECTION SHALL BE GIVEN AT LEAST 24 HOURS NOTICE. THE FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL THICKER A.C. SECTION MAY BE USED. BASE OR PAVING. TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT SECTION MAY BE NOTIFIED AT (661) 326-3049. ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE CONCRETE; HOWEVER, ALL OTHER REQUIREMENTS OF SECTION DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT 7. ANY WORK WHICH AFFECTS ANY EXISTING CiTY MAINTAINED 31. ALL PERMANENT STRIPING AND MARKING SHALL BE 39-4.01, "SUBGRADE," OF THE STANDARD SPECIFICATIONS 2. COMPACTION TEST NOTE - COMPACTION TESTS SHALL BE THE CONCRETE SHALL BE HAND RAKED AND COMPACTED TO FORM ROAD OR THE TRAFFIC THEREON SHALL BE COMPLETED WITHIN THERMOPLASTIC PAINT IN CONFORMANCE WITH CALTRANS SPEC. SHALL BE MET. RESPONSIBILITY OF THE DEVELOPER/SUBDIVIDER/CONTRACTOR. TEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO 20 WORKING DAYS FROM START OF WORK. 8010-21C-19. ALL TEMPORARY STRIPING AND MARKINGS NOT THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND IN THEIR ULTIMATE LOCATION SHALL BE WATERBORNE PAINT. 8• THE AREA TO WHICH PAINT BINDER HAS BEEN APPLIED SHALL DETERMINE BY THE CITY ENGINEER. BREAKER, MAY BE PLACED UNDER THE CONFORMS TO 8. ELEVATIONS AND GRADES SHOWN ON THE PROFILES ARE BE CLOSED TO PUBLIC TRAFFIC. CARE SHALL BE TAKEN TO FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING GUTTER FLOW-INES (INVERTS). NOTES FROM THE ENGINEER: AVOID TRACKING BINDER MATERIAL ONTO THE EXISTING 3. AN OPEN STREET PERMIT SHALL BE OBTAINED FROM THE CITY OPERATION RESUME. PAVEMENT SURFACE BEYOND THE LIMITS OF CONSTRUCTION. OF BAKERSFIELD PUBLIC WORKS DEPARTMENT FOR ANY WORK 9. MAXIMUM PLUS GRADE TOLERANCE FOR A.B., A.S.B./ AND O.G. 1. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE PERFORMED WITHIN EXISTING ACCEPTED STREET RIGHT-OF-WAY. 12. WERE COMPACTED THICKNESS OF A LYAER OF ASPHALT 9. PAVING JOINTS SHALL MATCH STRIPE LOCATIONS UNLESS CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS FROM CITY/COUNTY PUBLIC WORKS DEPARTMENT FOR WORK TO INSURANCE AND SECURITY BASED ON AN APPROVED ENGINEERS SHALL BE 0.05 OF A FOOT. START OF CONSTRUCTION. A PERMIT SHALL BE OBTAINED OTHERWISE PERMITTED BY THE CITY ENGINEER. UNLESS SECURED BY AN IMPROVEMENT AGREEMENT, APPROVED SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF 10. PORTLAND CEMENT CONCRETE SHALL BE CLASS B UNLESS BE DONE IN THE CITY/COUNTY STREET RIGHT-OF-WAY. ESTIMATE FOR THE WORK PERFORMED WITHIN THE ASPHALT CONCRETE iS PLACED ON ALL CONTIGUOUS LANES OF OTHERWISE INDICATED. 10. INTERSECTIONS AND TAPERED SHOULDERS SHALL BE SURFACED THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO RIGHT-OF-WAY SHALL BE POSTED PRIOR TO ISSUANCE OF iNE 2. THE LOCATION OF EXISTING UTILITIES AND UNDERGROUND AS DIRECTED BY THE CITY ENGINEER. ADDITIONAL ASPHALT PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE 11. PERMANENT TRAFFIC CONTROL SIGNING AND OTHER SAFETY PERMIT. PIPELINES ARE SHOWN IN AN APPROXIElATE WAY ONLY. THE CONCRETE SHALL BE PLACED AT ROAD CONNECTIONS AND DISTANCE BETWEEN THE ENDS OF A LAYER OF ASPHALT DEVICES NOT SHOWN ON THESE PLANS SHALL BE INSTALLED PRIVATE DRIVES, WHERE SHOWN ON THE PLANS AND AS CONCRETE ON ADJACENT LANES SHALL NOT BE GREATER THAN ( ) CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL DIRECTED BY THE CITY ENGINEER AND HAND RAKED IF 4. UNDERGROUND SERVICE ALERT SHALL BE CONTACTED TWO (2) 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED TO PLAN APPROVED BY THE CITY OF BAKERSFIELD ENGINEER. EXISTING UTILITIES AND UNDERGROUND PIPELINES BEFORE NECESSARY, AND COMPACTED TO FORM SMOOTH, TAPERED WORKING DAYS PRIOR TO CONSTRUCTION. (1-800-642-2444) ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE. SUCH COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE CONNECTIONS. ADDITIONAL ASPHALT CONCRETE SHALL BE HAND RAKED AND 12. STREET LIGHTING SHAD_ BE INSTALLED AND A MEANS PROVIDED FOR ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS 5. NO CITY INSPECTIONS WILL BE GIVEN FOR THE WORK IN THIS COMPACTED TO FORM TEMPORARY CONFORMS BEFORE THE TO CONTRACT FOR PUBLIC UTILITY SERVICE AND MAINTENANCE. FAILURE. TO EXACTLY LOCATE, PRESERVE AND PROTECT ANY 11. WHERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT AREA UNTIL A SUBDIVISION PERMIT WITH APPROPRIATE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT PAPER, OR O AND ALL UNDERGROUND UTiTLIES AND PIPELINES ALL EXISTING CONCRETE IS 0.15 FOOT OR LESS, PAVING OPERATIONS SHALL SECURITY AND INSURANCE HAS BEEN OBTAINED. OTHER APPROVED BOND BREAKER, MAY BE PLACED UNDER THE 13. PRIOR THE START ANY EARTHWORK, THE SUBDIVIDER IMPROVEMENTS (CURB, GUTTER, SIDEWALK, CROSS GUTTERS, BE CONDUCTED IN SUCH A MANNER THAT, AT THE END OF CONFORMS TO FACILITATE THE REMOVAL OF THE CONFORMS SHALL OBTAIN A GRADING PERMIT AS REQUIRED BY CITY FENCING, ETC.) THAT ARE REMOVED, DAMAGED OR UNDERCUT EACH WORK SHIFT, THE LENGTH OF PAVEMENT ALONG THE 6. INSTALL BLUE MARKERS AT CENTERLINE FOR FIRE HYDRANT WHEN PAVING OPERATION RESUME. ADOPTED U.B.C. (MODIFIED) AND GRADING ORDINANCE. SHALL BE REPAIRED OR REPLACED AS DIRECTED BY THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT LANES IS NOT LOCATIONS. 14. WHEEL CHAIR RAMPS SHALL BE CONSTRUCTED AT ALL CURB CITY/COUNTY ENGINEER. GREATER THAN THAT 041CH CAN BE SURFACED DURING THE 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM OF FOLLOWING SHIFT OF NORMAL PAVING OPERATIONS. ADDITIONAL 7. STREETLIGHT LUMINAIRES ARE TO BE LED AS SPECIFIED IN 92 PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS RETURNS; SEE CITY OF BAKERSFIELD DEVELOPMENT STANDARDS, 3. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL ASPHALT CONCRETE SHALL BE PLACED ALONG THE TRANSVERSE C.O.B. SPECIAL PROVISION SECTION 86-6.01 OR AN EQUIVALENT DETERMINED BY ATSM D-2041. IN-PLACE DENSITY SHALL BE AS DIRECTED BY THE ENGINEER. OBSTRUCTIONS WITHIN THE STREET RIGHT-OF-WAY AS DIRECTED DROP-OFFS ON EACH LANE. SUCH ADDITIONAL ASPHALT AS APPROVED BY CITY ENGINEER. DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 15. ALL EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO BY THE CITY/COUNTY ENGINEER. CONCRETE SHALL R HAND RAKED AND COMPACTED TO FORM 8 ANY ITEMS IN PUBLIC RIGHT-OF-WAY THAT ARE DAMAGED OR 14. IF THE 1N -PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE S AND STRUCTURES, POLES, PIPELINES, CONDUCTS, CANALTEMPORARY CONFORMS BEFORE THE LANES ARE OPENED TO APPURTENANCES, WHICH ARE CONSIDERED NLS SND4. WHERE PROPOSED IMPROVEMENTS CONNECT TO EXISTING PUBLIC TRAFFIC. KRAFT PAPER, OR OTHER APPROVED BOND DO NOT MEET CURRENT STANDARDS SET BY PUBLIC WORKS iS LESS THAN 92 PERCENT OR GREATER THAN 94 PERCENT OF BY THE CITY ENGINEER, SHALL BE RELOCATED AT i EXPENSE OBSTRUCTIONS FACILITIES, THE CONTRACTOR SHALL, PRIOR TO BEGINNING BREAKER, MAY BE PLACED UNDER THE CONFORMS TO WILL REQUIRE REPAIRING AND/OR UPGRADING AS PER CITY THE MAXIMUM THEORETICAL DENSITY, THE CONTRACTOR WILL BE OF THE SUBDIVIDER. CONSTRUCTION VERIFY THE LOCATION (HORIZONTAL AND FACILITATE THE REMOVAL OF THE CONFORMS WHEN PAVING ENGINEER. ADVISED THAT THE REQUIRED RELATIVE COMPACTION IS NOT VERTICAL), SIZE AND TYPE OF THE EXISTING FACILITY. SHOULD OPERATIONS RESUME. BEING ATTAINED AND THAT THE MATERIALS OR PROCEDURES, 16. NEW STREETS SHALL BE EXTENDED AT INTERSECTIONS AS THE ACTUAL LOCATION, SIZE OR TYPE DIFFER FROM THAT ASPHALT CONCRETE PAVING NOTES: OR BOTH, IF NEEDED, ARE TO BE ADJUSTED. ASPHALT DIRECTED BY THE CITY ENGINEER IN ORDER TO PROVIDE A SAFE SHOWN ON THE PLANS, THE CONTRACTOR SHALL NOTIFY THE 12. WERE THE COMPACTED THICKNESS OF A LAYER OF ASPHALT 1. ASPHALT CONCRETE SHALL BE TYPE 'A' (MODIFIED) FOR ALL CONCRETE SPREADING OPERATIONS SHALL NOT CONTINUE UNTIL CONNEC11ON TO THE EXISTING STREET PAVEMENT. ENGINEER IMMEDIATELY FOR POSSIBLE DESIGN CHANGES. CONCRETE IS MORE THAN 0.15 FOOT, PAVING OPERATIONS ARTERIAL AND COLLECTOR STREETS AND TYPE 'B' (MODIFIED) THE CONTRACTOR HAS NOTIFIED THE CITY ENGINEER OF THE SHALL BE CONDUCTED IN SUCH A MANNER THAT THE LAYER OF FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS ADJUSTMENT THAT WILL BE MADE IN ORDER TO MEET THE 5. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND ASPHALT CONCRETE IS PLACED ON ALL CONTIGUOUS LANES OF IN SECTION 39, "ASPHALT CONCRETE", OF THE STANDARD REQUIRED COMPACTION. IF ANY SUCCESSIVE TEST AFTER NOTICE WATER UNTIL SECURED BY PERMANENT FENCING ORR IN THE 17. STORM DRAINAGE SUMP SHALL NOT BE ALLOWED ACCEPT COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE TRAVELED WAY BEFORE THE LANES ARE OPENED TO SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IS GIVEN DOES NOT MEET THE SPECIFIC RANGE, THE ASPHALT L CASE OF SHALLOW UNFENCED SUMPS NOT UNTiL COMPLIANCE THE HOURS OF CONSTRUCTION OF THE PROJECT, INCLUDING THE PUBLIC TRAFFIC. AT THE END OF EACH WORK SHIFT, THE CONCRETE REPRESENTED BY THAT LOT SHAH BE REMOVED AND DISTANCE BETA=EN THE ENDS OF A LAYER OF ASPHALT 2. PRIOR TO THE ADD11ION OF ASPHALT BINDER, THE COMBINED REPLACED WITH MATERIAL THAT MEET THE IN-PLACE DENSITY WITH DEPTH AND SIDE SLOPE CRITERIA AS SET BY THE CITY OF SAFETY OF ALL PERSONAL PROPERTY; THAT THIS REQUIREMENT CONCRETE E ADJACENT LANES SHALL NOT BE GREATER THAN > > REQUIREMENTS. BAKERSFIELD DEVELOPMENT STANDARDS. SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B WORKING HOURS; THAT THE CONTRACTOR SHALL DEFEND, 10 FEET. ADDITIONAL ASPHALT CONCRETE SHALL BE PLACED (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER ALONG THE TRANSVERSE DROP-OFFS ON EACH LANE AND . 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE 18. ASPHALT REJUVENATING AGENT SHALL BE APPLIED TO NEW REQUIREMENTS OF SECTION 39-202 "AGGREGATE" OF THE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN ALONG THE LONGITUDINAL DROP-OFF BETWEEN ADJACENT ' INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS T ASPHALT CONCRETE PAVEMENT, DIRECTED BY THE CITY LANES. SUCH ADDITIONAL ASPHALT CONCRETE SHALL BE HAND STANDARD SPECIFICATIONS FOR 3/4 INCH MAXIMUM, MEDIUM THAN 90 PERCENT OR MORE THAN 96 PERCENT THE ASPHALT ENGINEER, IN ACCORDANCE WITH THE PROVISIONS IN SECTION CONNECTION WITH THE PERFORMANCE OF WORK ON THIS RAKED AND COMPACTED TO FORM TEMPORARY CONFORMS GRADING. CONCRETE REPRESENTED BY THAT LOT SHALL BE REMOVED AND 37 "BITUMINOUS SEALS" OF THE STARD SPECIFICATIONS AND PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE BEFORE THE LANES ARE OPENED TO PUBLIC TRAFFIC. KRAFT REPLACED WITH MATERIAL THAT DOES MEET THE IN-PLACE THE STATE DEPARTMENT OF TRANSPORTATION'S STANDARD NEGLIGENCE OF THE OWNER OR THE ENGINEER. PAPER, OR OTHER APPROVED BOND BREAKER, MAY BE PLACED 3. ASPHALT BINDER FOR TYPE 'A' (MODIFIED) ASPHALT CONCRETE DENSITY REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT SPECIAL PROVISIONS CURRENTLY iN EFFECT. 6. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION, THE UNDER THE CONFORMS TO FACILITATE THE REMOVAL OF THE SHALL BE PG 64-10 PERFORMANCE GRADED ASPHALT, UNLESS THE CONTRACTOR'S EXPENSE. CONFORMS WHEN PAVING OPERATIONS RESUME. OTHERWISE DIRECTED BY THE CITY ENGINEER. THE ASPHALT 19. PAVEMENT GRINDING IN ACCORDANCE WITH SECTION 42 OF iNE CITY/COUNTY CONSTRUCTION INSPECTION DEPARTMENT SHALL BINDER SHALL CONFORM TO THE REQUIREMENTS IN THE TABLE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL STANDARD SPECIFICATIONS SHALL BE PROVIDED AS DIRECTED BE GIVEN 24 HOURS NOTICE. 13. ASPHALT CONCRETE SHALL BE COMPACTED TO A MINIMUM 92 FOR "STEAM -REFINED PAVING ASPHALTS", IN SEC11ON 92-1.02, BE DETERMINED BY - BY THE CITY Y ENGINEER WHERE NEW PAVEMENT MEETS EXISTING PERCENT OF THE MAXIMUM THEORETICAL DENSITY AS "GRADES", OF THE STANDARD SPECIFICATIONS. PAVEMENT. 7. COMPACTION TESTS SHALL BE THE RESPONSIBILITY OF THE DETERMINED BY ASTM D-2041. IN-PLACE DENSITY SHALL BE 16.A. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING DEVELOPER/SUBDIVIDER/CONTRACTOR. THE NUMBER AND 20. ALL FRAMES AND COVERS WITHIN THE STREET RIGHT-OF-WAY LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY iNE DETERMINED IN ACCORDANCE WITH CALIFORNIA TEST 375. 4. THE AMOUNT OF THE ASPHALT BINDER TO BE MIXED WITH iNE DEVICE IN THE FIELD, ORMINERAL AGGREGATE SHALL BE DETERMINED BY THE SHALL BE ADJUSTED TO FINISHED GRADE PER K.C.D.S. PLATE CITY/COUNTY ENGINEER AND/OR IRRIGATION DISTRICT. 14. IF THE IN-PLACE DENSITY OF ANY LOT OF ASPHALT CONCRETE CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD 16.6. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR N0. R-57. IS LESS THAN 92 PERCENT OF THE MAXIMUM THEORETICAL 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE LABORATORY TESTING. ZINC STEARATE MAY BE 8. CORNERSTONE ENGINEERING, INC. SHALL NOT BE RESPONSIBLE DENSITY THE CONTRACTOR WILL BE ADVISED THAT THE WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED SUBSTITUTED WITH PARAFFIN. 21. WHEREVER "CITY ENGINEER" IS CITED IN THESE PLANS, IT OR LIABLE FOR UNAUTHORIZED CHANGES TO OR USES OF REQUIRED RELATIVE COMPACTION IS NOT BEING ATTAINED AND BY THE CITY ENGINEER. SHALL EQUATE TO "COUNTY ENGINEER." THESE PLANS. ALL CHANGES TO THEFE PLANS MUST BE THAT THE MATERIALS OR PROCEDURES OR BOTH, IF NEEDED, 16.C. IN CASE OF DISPUTE, METHOD "B" SHALL BE USED. APPROVED IN WRITING BY CORNERSTONE ENGINEERING, INC. NEED ADJUSTMENT. ASPHALT CONCRETE SPREADING 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE 22. ANY TRENCHING TO BE CONDUCTED WITHIN THIS PROJECT OPERATIONS SHALL NOT CONTINUE UNTIL THE CONTRACTOR HAS CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES SHALL BE BACKFILLED AND COMPACTED PER CITY STANDARD C.O.B. ASPHALT CONCRETE PAVING NOTES NOTIFIED THE CITY ENGINEER OF THE ADJUSTMENT THAT WILL ENGINEER'S REVIEW AND APPROVAL: NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE DETAIL ST -22. BE MADE IN ORDER TO MEET THE REQUIRED COMPACTION. iF BROUGHT WITHIN TOLERANCE BY EITHER: 1. ASPHALT CONCRETE SHALL BE TYPE A (MODIFIED) FOR ALL ANY SUCCESSIVE TEST AFTER NOTICE IS GIVEN DOES NOT MEET 5.A. A LIST OF AGGREGATE AND ASPHALT SOURCES 23. ALL CONSTRUC11ON SHALL BE IN ACCORDANCE WITH CITY OF ARTERIAL AND COLLECTOR STREETS AND TYPE B (MODIFIED) THE SPECIFIED RANGE, THE ASPHALT CONCRETE REPRESENTED 17.A. ABRASIVE GRINDING WITH EQUIPMENT U11LIZED DIAMOND BAKERSFIELD STANDARDS AND STATE OF CALIFORNIA, FOR LOCAL STREETS AND SHALL CONFORM TO THE PROVISIONS BY THAT LOT SHALL BE REMOVED AND REPLACED WITH 5.B. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO BE BLADES DEPARTMENT OF TRANSPORTATION, STANDARD SPECIFICATIONS. IN SECTION 39, "ASPHALT CONCRETE," OF THE CALTRANS MATERIAL THAT MEETS THE IN-PLACE DENSITY REQUIREMENTS. INCORPORATED IN THE WORK CONFORM TO THE 24. PRIOR TO THE START OF ANY PHASE OF CONSTRUCTION THE STANDARD SPECIFICATIONS AND THESE SPECIAL PROVISIONS. REQUIREMENTS SO SECTION 39-2.02, "AGGREGATE", OF 17.8. REMOVAL AND REPLACEMENT, OR 15. IF THE TEST RESULTS FOR ANY LOT OF ASPHALT CONCRETE THE STANDARD SPECIFICATIONS AND THESE SPECIAL CITY CONSTRUCTION INSPECTION DEPARTMENT SHALL BE GIVEN 2. PRIOR TO THE ADDITION OF ASPHALT BINDER, THE COMBINED INDICATE THAT THE RELATIVE COMPACTION IS EITHER LESS PROVISIONS. MATERIAL SIEVE ANALYSIS AND SAND 17.C. PLACEMENT OF AN ASPHALT CONCRETE OVERLAY. 24 HOURS NOTICE. (661) 326-3049. MINERAL AGGREGATE FOR TYPE A (MODIFIED) OR TYPE B THAN 90% OR MORE THAN 967, THE ASPHALT CONCRETE EQUIVALENT TEST RESULTS SHALL NOT BE OLDER THAN (MODIFIED) ASPHALT CONCRETE SHALL CONFORM TO THE REPRESENTED BY THAT LOT SHALL BE REMOVED AND REPLACED SIX (6) MONTHS. ALL OTHER TESTS RESULTS SHALL BE 18. IF ABRASIVE GRINDING iS USED TO BRING THE FINISHED 25. STAMP AND "S" IN CURB FACE OVER EACH SEWER LATERAL. REQUIREMENTS OF SECTION 39-2.02, "AGGREGATE," OF THE WITH MATERIAL THAT DOES MEET THE IN-PLACE DENSITY NO OLDER THAN ONE (1) YEAR. SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL STANDARD SPECIFICATIONS FOR 3/4" MAXIMUM, MEDIUM REQUIREMENT. THE CORRECTIVE WORK SHALL BE AT THE GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE 26. WARNING/REGULATORY SIGNS: SIGN PANELS SHALL BE MOUNTED GRADING. CONTRACTORS EXPENSE. SCAN ASPHALT CONCRETE MIX DESIGN DETERMINED IN THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF .. ON POSTS WITH HAWKINS M2G SERIES BOLT AND ACCORDANCE ON CALIFORNIA TEST DETERMINED LABORATORY GRINDING ARE AT A CONSTANT OFFSET FROM, AND PARALLEL VANDAL -PROOF NUT ASSEMBLY OR EQUAL ROADSIDE SIGNS 3. ASPHALT BINDER FOR TYPE A (MODIFIED) ASPHALT CONCRETE 16. THE FIELD DENSITY OF COMPACTED ASPHALT CONCRETE SHALL TEST RESULTS ON TO, THE NEAREST LANE LINE OR PAVEMENT EDGE AND THE WHICH THE DESIGN IS BASED SHALL INSTALLED PER SiD. T-19 SHALL BE LOCATED WITHIN SIDEWALK SHALL BE AR -8000 VISCOSITY GRADED ASPHALT, UNLESS BE DETERMINED BY: BE SUBMITTED ON THE MIX DESIGN ALONG WITH THE TRANSVERSE LIMITS OF GRINDING ARE NORMAL TO THE 6" FROM BACK. OTHERWISE DIRECTED BY THE ENGINEER. ASPHALT BINDER FOR a. A PROPERLY CALIBRATED NUCLEAR ASPHALT TESTING, THEORETICAL MAXIMUM DENSITY OF THE DESIGN MIXTURE PAVEMENT CENTERLINE. ALL GROUND AREAS SHALL CONFORM TYPE B (MODIFIED) ASPHALT CONCRETE SHALL BE AR -4000 DEVICE IN THE FIELD, OR AS DETERMINED BY ASTM D2041. THE ASPHALT TO THE REQUIREMENTS IN THE FIRST PARAGRAPH AND THE 27. AN OPEN STREET PERMIT FOR EACH PHASE SHALL BE VISCOSITY GRADED ASPHALT, UNLESS OTHERWISE DIRECTED BY b. ASTM D1188 WHEN SLABS OR CORES ARE TAKEN FOR CONCRETE MIX SHALL MEET THE REQUIREMENTS OF LAST FOUR PARAGRAPHS OF SECTION 42-2.02, OBTAINED FROM THE CITY OF BAKERSFIELD PUBLIC WORKS THE CITY ENGINEER. THE ASPHALT BINDER SHALL CONFORM TO LABORATORY TESTING. ZINC STEARATE MAY BE SECTION 39-2.02, "AGGREGATE", OF THE STANDARD "CONSTRUCTION-, OF THE STANDARD SPECIFICATIONS. A FOG ` DEPARTMENT PRIOR TO ANY WORK BEING PERFORMED WITHIN SUBSTITUTED WITH PARAFFIN. SEAL COAT SHALL BE APPLIED TO ALL FINISHED ASPHALT EXISTING ACCEPTED STREET RIGHT-OF-WAY. UNLESS SECURED THE REQUIREMENTS IN THE TABLE FOR STEAM -REFINED PAVING c. IN CASE OF DISPUTE, METHOD 'B' SHALL BE USED. SPECIFICATIONS AND THESE SPECIAL PROVISIONS. IF THE SURFACES AT THE CONTRACTOR'S EXPENSE. THE FOG SEAL BY A SUBDIVISION AGREEMENT, SECURITY BASED ON AN ASPHALTS, IN SECTION 92-1.02, `GRADES, OF THE STANDARD DATA SUBMITTED SHOWS THAT THE MATERIALS ARE SPECIFICATIONS. SUBSTANTIALLY THE SAME AS WHEN THE DESIGN WAS COAT SHALL BE EITHER REJUVENATING AGENT OR ASPHALT APPROVED ENGINEER'S ESTIMATE FOR THE WORK PERFORMED 17. IF THE FINISHED SURFACE OF THE ASPHALT CONCRETE DOES PREPARED, THE DESIGN MAY BE UP TO THREE (3) YEARS EMULSION AS DIRECTED BY THE CITY ENGINEER. WITHIN THE RIGHT-OF-WAY AND INSURANCE AS REQUIRED 4. THE AMOUNT OF ASPHALT BINDER TO BE MIXED WITH THE NOT MEET THE SPECIFIED SURFACE TOLERANCES, IT SHALL BE OLD. THE CONTRACTOR SHALL BEAR ALL THE COASTS SHALL BE POSTED PRIOR TO ISSUANCE OF THE PERMIT. MINERAL AGGREGATE SHALL BE DETERMINED BY THE BROUGHT WITHIN TOLERANCE BY EITHER: (1) ABRASIVE 19. ARTERIAL AND COLLECTOR STREET BASE MATERIAL SHALL BE ASSOCIATED WITH THE ASPHALT CONCRETE MIX DESIGN. PpFEssrp CONTRACTOR IN ACCORDANCE WITH CALIFORNIA TEST METHOD GRINDING WITH EQUIPMENT UTILIZING DIAMOND BLADES (2) CRUSHED AGGREGATE BASE (CAB) CONFORMING TO SECTION 28. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DETAILS, "GREENBOOK". CURRENT EDITION APPLY TO THESE PLANS: 367 USING SAMPLES OF MATERIALS PROPOSED FOR USE IN THE REMOVAL AND REPLACEMENT, OR (3) PLACEMENT OF AN 6. WHERE NEW ASPHALT CONCRETE PAVEMENT IS TO CONFORM TO 200-2.2 OF THE GREENBOOK . BASE MATERIAL FOR LOCAL ��Q��,3�WHIr 2� ' WORK. THE AMOUNT OF ASPHALT BINDER SHALL BE APPROVED ASPHALT CONCRETE OVERLAY. THE METHOD WILL BE SELECTED EXISTING PAVED SURFACES, THE EXISTING PAVEMENT IS TO BE STREETS SHALL BE CAB OR FINE GRADATION CRUSHED 4; QQ ? ?n ST -1, CURB AND GUTTER " " " " " " BY THE CITY ENGINEER. BY THE CITY ENGINEER. THE CORRECTIVE WORK SHALL BE AT SAW CUT IN A NEAT STRAIGHT LINE EITHER PARALLEL OR MISCELLANEOUS BASE (CMB) CONFORMING TO SECTION 200-2.4 C o No. C-051930 9 ST -2, MEDIAN CURBS TYPE "M", M-1 & M-2 THE CONTRACTOR'S EXPENSE. PERPENDICULAR TO THE CENTERLINE OF THE STREET, AND AT OF THE GREENBOOK .....WHICH ALLOWS UP TO 50% OF THE � � ST -3, COMMERCIAL DRIVE APPROACH TYPE "A" EXP. - 5. AT LEAST 14 DAYS PRIOR TO THE START OF WORK, THE THE MINIMUM DISTANCE OF TWO AND A HALF (2.5) FOOT FROM VOLUME TO BE RECLAIMED ASPHALT CONCRETE PORTLAND ST -4, CURB RAMP COMMERCIAL AP DRIVE APPROACH TYPE "B" CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR THE CITY 18. IF ABRASIVE GRINDING IS USED TO BRING THE FINISHED THE EXISTING EDGE OF PAVEMENT. CEMENT CONCRETE, LEAN CONCRETE BASE, CEMENT TREATED sTgTE civ��- ST -10, ENGINEER'S REVIEW AND APPROVAL: SURFACE TO SPECIFIED SURFACE TOLERANCES, ADDITIONAL BASE OR A COMBINATION OF THESE MATERIALS. OTHER OFCAUF ST -11, PAVEMENT PATCHES a. A LIST OF AGGREGATE AND ASPHALT SOURCES GRINDING SHALL BE PERFORMED, AS NECESSARY, TO ENLARGE 7. A PRIME COAT WILL NOT BE REQUIRED ON NON -PAVED AREAS RECYCLED BASES SHALL NOT BE ALLOWED. AGGREGATE BASE ST -12, TRENCH BACKFILL AND COMPACTION REQUIREMENTS b. DOCUMENTATION VERIFYING THAT THE AGGREGATES TO THE GRINDING AREA SO THAT THE LONGITUDINAL LIMITS OF TO BE SURFACED PRIOR TO THE PLACEMENT OF ASPHALT SHALL BE COMPACTED TO A MINIMUM OF 95% OF MAXIMUM DRY ST -13, STANDARD STRUCTURAL PAVEMENT SECTION BE INCORPORATED IN THE WORK CONFORM TO THE GRINDING ARE AT A CONSTANT OFFSET FROM, AND ARE CONCRETE. HOWEVER, ALL OTHER REQUIREMENTS OF SECTION DENSITY. r m O 5 W a c �.7 U a a Iwo w � C> EN w N m vii rn m LZ O U M o � J J w LL o w m a Lo m �Lo 00 F� h 0 z J D U) z 0 ca N G cn W Z ULij [V Z p C) N W F Q O Z �v W cn DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 2 2 OF 11 U LTJ u z 0 >- U IJj LTJ j/LTJ o z 0 Q z v, H � O W�W Q , WVN 4 z_ �+0+ N U N W �.� w N Z�9MM o z 0 �vv 0 mwi� r-� co W 3 U a a Iwo w � C> EN w N m vii rn m LZ O U M o � J J w LL o w m a Lo m �Lo 00 F� h 0 z J D U) z 0 ca N G cn W Z ULij [V Z p C) N W F Q O Z �v W cn DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 2 2 OF 11 TRACT 16121 S18— — STA: 1+90.24, 8.001 SAWCUT 1 STA: 1+89.88, 8.00'R SAWCUT LEGEND ALLEN RD (SEE SHEET 4) �RIVAIELY M71N 'MEI RI ANKET �J DDIVATM V ►IAI►ITAI►Irr% DI A►IUrT C.O.B. - CITY OF BAKERSFIELD --- ----- --EXISTING T1K214 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------ - - - - PROPOSED STREET FP - FINISH PAD ELEVA11ON — — — - EXISTING STREET E BCR - BEGIN CURVE RETURN 0.00'R 90'5635" ECR - END CURVE RETURN 46.63' - PROPOSED SIDEWALK PRC - POINT OF REVERSE CURVE --� - DIRECTION OF DRAINAGE P54.13 - PAVEMENT ELEVATION cQ, - EXISTING POWER POLE TC55.88 - TOP OF CURB ELEVATION (S) - EXISTING SEWER MANHOLE F50.62 - FLOWLINE ELEVA11ON 167.87' - EXISTING CLEANOUT DF50.45 - DEPRESSED FLOWLINE ELEVA11ON — 281 -_ - EXISTING CONTOUR (EC55.80) - EXISTING GROUND ELEVATION C1 - CURVE INDEX (SEE CURVE TABLE) (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE (E55.99) - EXISTING FLOWLINE ELEVATION FG50.98 - FINISH GRADE ELEVATION GB - GRADE BREAK C50.98 - CONCRETE ELEVA11ON 35'L - DISTANCE LEFT OF CENTERLINE OF ROAD POVC - POINT ON VERTICAL CURVE 35'R - DISTANCE RIGHT OF CENTERLINE OF ROAD BC - BEGIN CURVE PI - POINT OF INTERSECTION EC - END CURVE VPI - VERTICAL POINT OF INTERSECTION H.P. - HIGH POINT -------- EXISTING RIGHT OF WAY CL - CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00 OOE - DIRECTION OF STATION LABEL --- - DIRECTION OF DRAINAGEjn.<F - NEW PAVEMENT ------ — — -- PROPOSED STREET O — SURVEY MONUMENT— PROPOSED FIRE HYDRANTS 372 � LIL74 EM Fj! lk a a T4 11 ILI 1k. Plan cnd Prafle PAVING SECTION TRAFFIC INDEX = 8.0, 'R" VALUE = 57, INSTALL 0.45' TYPE B AC/ 0.50' AB / 1.55' NATIVE SOIL COMPACTED TO 95% M.D.D. CONSTRUCTION NOTES O INSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. 2O INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. ® INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STANDARD T-34. INSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. v STANDARDS D-14, & D-17 © STAMP "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. �7 EXISTING UTILITY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. 0 INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. STA: 9+81.99, 7.58'L 00 SAWCUT V) Curve Table Curve # Length Radius Delta Tangent C1 46.94' 30.32' 00 29.64' C2 STA:10+00.00, 0.00'R 90'5635" SAWCUT C3 46.63' M 0 89'03'25" O F 47.63' 29.97' 91'04'42' W p cn C5 30.17' CD N 15.13' C6 O 167.87' 1017'53" 15.13' r Z W O (► '1 �VINN U Curve Table Curve # Length Radius Delta Tangent C1 46.94' 30.32' 88'41'44" 29.64' C2 47.62' 30.00' 90'5635" 30.50' C3 46.63' 30.00' 89'03'25" 29.51' C4 47.63' 29.97' 91'04'42' 30.53' C5 30.17' 166.31' 10'2343" 15.13' C6 30.17' 167.87' 1017'53" 15.13' v r ary UT JU wafWIj 8+00 8+50 9+00 L � ■ '/G.WHITTF F� No. C-051930 ?� Exp- ---- OFC -- --OFC :7 GRAPHIC SCALE 30' 0' 30' HORIZ: 1"=30' VERT: 1"=3' >: m r 3 Z Lo 0 U 04 MQ H w � C) w N po m N m w ¢ v � o 0 J J w wp w m am CD � Ln ao c� Z ry U) Cl Z J z00 o, �50 Zc 0 w WF zo Z 3 ED 3 3 [i' Z H _! z O SQ cn G ULj UZ Q � CSC N W Q N 0. O W �_ > �m —m Q a, Z LU F - DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 3 3 OF 11 U -j/ u o� •, f. VJ7 u n � LLTJ 1-1 LT -1 H O (► '1 �VINN U Zbe o�v� N m LLc 04 MQ H w � C) w N po m N m w ¢ v � o 0 J J w wp w m am CD � Ln ao c� Z ry U) Cl Z J z00 o, �50 Zc 0 w WF zo Z 3 ED 3 3 [i' Z H _! z O SQ cn G ULj UZ Q � CSC N W Q N 0. O W �_ > �m —m Q a, Z LU F - DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 3 3 OF 11 DRAINAGE TO SUMP IN TRACT DRAINAGE TO SUMP IN TRACT BRIMHALL R N0.6,4, VIA PRIVATELY N0.6141 VIA PRIVATELY MAINTAINED DRAINAGE MAINTAINED DRAINAGE EASEMENT PER PM 12022 EASEMENT PER PM 12022 11 1H I LEGEND C.O.B. - CITY OF BAKERSFIELD FF - FINISH FLOOR ELEVATION FP - FINISH PAD ELEVATION BCR - BEGIN CURVE RETURN ECR - END CURVE RETURN PRC - POINT OF REVERSE CURVE P54.13 - PAVEMENT ELEVATION TC55.88 - TOP OF CURB ELEVATION F50.62 - FLOWLINE ELEVATION DF50.45 - DEPRESSED FLOWLINE ELEVATION (EG55.80) - EXISTING GROUND ELEVATION (EP55.99) - EXISTING EDGE OF PAVEMENT ELEVATION (55.99) - EXISTING FLOWLINE ELEVATION GB - GRADE BREAK 351 - DISTANCE LEFT OF CENTERLINE OF ROAD 35R - DISTANCE RIGHT OF CENTERLINE OF ROAD PI - POINT OF INTERSEC11ON VPI - VERTICAL POINT OF INTERSEC11ON -------- EXISTING RIGHT OF WAY --------PROPOSED RIGHT OF WAY - - DIRECTION OF DRAINAGE ------ - - - - PROPOSED STREET E O F w 372 - --------EXISTING T1K214 PLAN LIMITS ------ - - - - PROPOSED STREET - - - - EXISTING STREET E Tangent - PROPOSED SIDEWALK 46.66' - DIRECTION OF DRAINAGE cU.,) - EXISTING POWER POLE SQ - EXISTING SEWER MANHOLE 30.00' - EXISTING CLEANOUT - 281 - - - EXISTING CONTOUR C1 - CURVE INDEX (SEE CURVE TABLE) BVC - BEGIN VERTICAL CURVE EVC - END VERTICAL CURVE FG50.98 - FINISH GRADE ELEVATION C50.98 - CONCRETE ELEVA11ON POVC - POINT ON VERTICAL CURVE BC - BEGIN CURVE EC - END CURVE H.P. - HIGH POINT CL - CENTER LINE 2+00 OOE - DIRECTION OF STATION LABEL 88'57'30" NEW PAVEMENT O - SURVEY MONUMENT 167.76' - PROPOSED FIRE HYDRANTS GRAPHIC SCALE 30' 0' 30' HORIZ: 1"=30' VERT: V=3' V;11#i1i 0 Plan and Proe PAVING SECTION TRAFFIC INDEX = 9.0, "R" VALUE = 57, INSTALL 0.45' TYPE B AC/ 0.50' AB / 1.55' NA11VE SOIL COMPACTED TO 95% M.D.D. CONSTRUCTION NOTES O INSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. 20 INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP 0 A88A. ®INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STANDARD T-34. INSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. 0 STANDARDS D-14, & D-17 © STAMP "C' INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. 70 EXISTING U11UTY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. O INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. OVERTON ST OV7 E►Y.1'.'L419ff a Mun SEE ENLARGED PLAN ON SHEET 11 Curve Table Curve # Length Radius Delta Tangent C7 46.66' 29.96' W I C8 47.14' 30.00' _.. cn C9 W 30.07' W 29.40' cn SEE ENLARGED PLAN ON SHEET 11 Curve Table Curve # Length Radius Delta Tangent C7 46.66' 29.96' 891320" 29.56' C8 47.14' 30.00' 90'01'21" 30.01' C9 46.55' 30.07' 88'42'44" 29.40' C10 20.30' 74.50' 15'36'57" 10.22' C11 20.30' 77.61' 14'59'05" 10.21' C12 47.67' 30.00' 91'0230" 30.55' C13 46.58' 30.00' 88'57'30" 29.46' C14 30.17' 167.76' 1018'10" 15.12' 2Pur�.,vfuj�q v �.gW,H�J�TT� Fyc� No. C-051930 9 5� AS=BUILT Exp. _.---- sT CIV 1\- Q��Q Alt 9TFOF CA1�F� Liz W W V) W LJ V l -1w")-' d z 0 U ........._ _ _ _. ._. ... ... __._...... I ...... .. .... ... .... .... i ..... .. € i 3 3 } ' ........ i � ....... .. i r .. f 47.14 r U � f 46.51 # , I # ) T 1 f 20.30 20.84 20.30 47.67 i i i I ._. ...�,... _ W 3 zf 46.58 ...._.........................................._......_.__._................................................._..................................,..__...,..,...............................................,.............................._........... 02 .. r ..___..... ........ ............................ f 370 i WW<�' W 0 04 M M � Oji � _ � I£ ON cuRVE r////T_/��` ^ NmI�1�i ON CURVE' ON CUR ON FL10� CUR ON CURVE ? ON CURVE ON CURVE ON FL _....__.....__. .................................... _......_......................_.......w' ............. _..........,............_........._..................._... ... ................ _..,..n........................................,.............. ..............._......... _.......... 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NO: 3641600-STR JOB NO.: 364-16-00 SHEET 4 4 OF 11 0 U Lij� Hj/ u O v U %/u rijn W 02 ` WW<�' W 0 04 M M � Oji 9 N W •�- v r////T_/��` ^ NmI�1�i w 04 H w� C) r N rLd N V) rn m Z Q U W o a O J w w � w o m m CD Lo 00 Ono E -y WE �I [11' z Q J Z O Q V Cm 02 Z C Fy 0 W e W Z o (' U Z 3 W 3 3 J 1a c.� z Z: 0 � N cQ G r�Ir W U N ZOO pC ED CL O II� N W > CL Q Z W DESIGNER: JEM CHECKED BY- DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600-STR JOB NO.: 364-16-00 SHEET 4 4 OF 11 F— U-1 Ld Cn LLJ U-1 V) m hOr I- W W V) LLJ LLJ V) _........... -364 � J APNi 495-010-28 Pkm and Profile PAVING SECTION TRAFFIC INDEX = 9.0, "R" VALUE = 57, INSTALL 0.45' TYPE B AC/ 0.50' AB / 1.55' NATIVE SOIL COMPACTED TO 95% M.D.D. 9+50 10+00 10+50 11+00 11+50 372 370 n 368 366 O F= 364 W 362 360 358 Curve Table 30.17' __._ . __._ 30.17 Radius Delta s C13 -------- 30.00' 88'57'30" 29.46' C14 30.17' ON CURVE ON FL ON CURVE j -J C15 30.17' 165.01' v w cQ, m_._.__. U - PAVEMENT ELEVATION ( —� - EXISTING SEWER MANHOLE TC55.88 L=j 00 _.- ------- -- © o o - FLOWLINE ELEVATION o gI DF50.45 ! 00 C1 — CURVE INDEX (SEE CURVE TABLE) (30 + — EXISTING GROUND ELEVATION �Ncn o d- + t0 cow +Uj + f j �� — EXISTING EDGE OF PAVEMENT ELEVATION ; '- (155.99) — EXISTING FLOWLINE ELEVATION FG50.98 — GB — GRADE BREAK C50.98 — CONCRETE ELEVATION 35'L — DISTANCE LEFT OF CENTERLINE OF ROAD POVC — POINT ON VERTICAL CURVE 35'R wLqf- BC — BEGIN CURVE N — POINT OF INTERSECTION EC — END CURVE VPI cn H.P. — HIGH POINT -------- EXISTING RIGHT OF WAY CL Uj , -------- PROPOSED RIGHT OF WAY 2+00 OOE — DIREC11ON OF STATION LABEL - -- --- w—Lwar - — — — — - E cn w 0.37% — SURVEY MONUMENT 0. ,3� �.-0:_45_._.___... 0.45 t i i f I N i ' { s GRADE I i i S I ._._........,.....,_...,..,.......-._ j} _..._.................,...�.,..............._.......L �._.. I 5 _...... ....., s � III 9+50 10+00 10+50 11+00 11+50 372 370 n 368 366 O F= 364 W 362 360 358 Curve Table Curve # Length Radius Delta Tangent C13 46.58' 30.00' 88'57'30" 29.46' C14 30.17' 167.76' 10'18'10" 15.12' C15 30.17' 165.01' 10'28'30" 15.13' CONSTRUCTION NOTES O INSTALL CURB & GUTTER TYPE B PER "ST -1" OF THE PROPOSED C.O.B. SUBDIVISION DESIGN STANDARDS. INSTALL 5.5' WIDE, 4" THICK SIDEWALK PER THE PROPOSED C.O.B. STANDARD ST -5 INSTALL STANDARD WHEEL CHAIR RAMP PER CASE A OF CALTRANS RSP A88A. ®INSTALL TRAFFIC SIGNAL INTERCONNECT AND PULL BOXES PER C.O.B. STANDARD T-34. O INSTALL TYPE "A" CATCH BASIN WITH GUTTER DEPRESSION PER C.O.B. STANDARDS D-14, & D-17 © STAMP "C" INTO THE CURB FACE AT ALL MEDIAN CONDUIT CROSSINGS. O7 EXISTING UTILITY TO BE ADJUSTED OR RELOCATED AS REQUIRED BY OTHERS. 0 INSTALL 9500 LUMIN STREET LIGHT PER C.O.B. STANDARDS ST -23, ST -24, & ST -25. ►1H C.O.B. - CITY OF BAKERSFIELD - --- --- --EXISTING T1K214 PLAN LIMITS FF - FINISH FLOOR ELEVATION ------ - - - - PROPOSED STREET FP - FINISH PAD ELEVATION — — — - EXISTING STREET FL BCR - BEGIN CURVE RETURN - PROPOSED SIDEWALK ECR - END CURVE RETURN - - - DIRECTION OF DRAINAGE PRC - POINT OF REVERSE CURVE cQ, - EXISTING POWER POLE P54.13 - PAVEMENT ELEVATION - EXISTING SEWER MANHOLE TC55.88 - TOP OF CURB ELEVATION © - EXISTING CLEANOUT F50.62 - FLOWLINE ELEVATION -- 281 -- - EXISTING CONTOUR DF50.45 — DEPRESSED FLOWLINE ELEVATION C1 — CURVE INDEX (SEE CURVE TABLE) (EG55.80) — EXISTING GROUND ELEVATION U .} Q Q' BVC — BEGIN VERTICAL CURVE (EP55.99) — EXISTING EDGE OF PAVEMENT ELEVATION EVC — END VERTICAL CURVE (155.99) — EXISTING FLOWLINE ELEVATION FG50.98 — FINISH GRADE ELEVATION GB — GRADE BREAK C50.98 — CONCRETE ELEVATION 35'L — DISTANCE LEFT OF CENTERLINE OF ROAD POVC — POINT ON VERTICAL CURVE 35'R — DISTANCE RIGHT OF CENTERLINE OF ROAD BC — BEGIN CURVE PI — POINT OF INTERSECTION EC — END CURVE VPI — VERTICAL POINT OF INTERSEC11ON H.P. — HIGH POINT -------- EXISTING RIGHT OF WAY CL — CENTER LINE -------- PROPOSED RIGHT OF WAY 2+00 OOE — DIREC11ON OF STATION LABEL - — DIRECTION OF DRAINAGE — NEW PAVEMENT - — — — — - — PROPOSED STREET — SURVEY MONUMENT — PROPOSED FIRE HYDRANTS 1 C'' Wy/TT �Fti � Q )hd ¢ oQ No. C-051930 . * Exp. aF grFOFCAI�F�Q� �3olr� GRAPHIC SCALE R a a 0 z /G�NEER O yo vyi c� w 3 z to to "I, o c51�r k4 �6-0� - z O L 71V LI] r--+ O U U 7 H 0 u n z LIJ cn CD U .} Q Q' C O W Z cn w— p :LZLJ E5 O LTJ Go ►'� N m F lei LLJ 3 U a I� E"+ z w C) CV LLJ cV r7 m V) 0) lZ O U M ~ O w ¢ V) = N Li m CM) w Q m am T- LO ao ONO c� V/ G CL Lq W U N I --in DCN LLCLJ 40c I� O c N 0 W r— CL z W DESIGNER: JEM CHECKED BY. DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 5 5 OF 11 G D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 R1-1 "STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 "DO NOT ENTER" SIGN R6-1 "ONE WAY" WITH TYPE OM1 -3 IN MEDIAN OPPOSITE LOCAL STREET R7-1 "NO PARKING ANY TIME" SIGN R7-9 "NO PARKING BIKE LANE" SIGN R26(CA) "NO PARKING ANY TIME" SIGN YP PAINT BULLNOSE YELLOW tX15IING SIKINING TO BE REMOVED i R1-1 426(� 12" STOP AR (WHITE) R1-1ALj AINT "BIKE" & "LANE" ALIGNED W1BACK OF 12" STOP BAR (WHITE) ER CALTRANS STD. A24E SIDEWALK ALIGNED WITH BACK OFPAINT "BIKE" & "LANE" PAINT "BIKE" & "LANE"SIDEWALKPER CALTRANS STD. A24E PER CALTRANS STD. A24ER7-9 R7 �I (53 L.F.) PAINT "STOP" PER -C� i CALTRANS STD. A24D D-39 (139 L.F. :- D-9 (721 L.F.) R6-1 T D-9 (723 L.F.) 00 1 4+00 — I - q BRIMHALL ROAD PAINT "STOP" PER- CALTRANS CALTRANS STD. A24D E] PAINT "BIKE & LA E" PER CALTRANS STD. A24E /-- R6-1 5+ PROPOSED MEDIAN Cs 6+_00 GRAPHIC SCALE 30' 15' 0' 15' 30' r� ( IN FEET) 1 inch = 30 ft. CA) X L.F.) —PAfAT "BIKE* V PER CALTRANS STD. A24E Moo, w D-39 (120 L.F.) BRIMHALL ROAD PROPOSED STRIPING PLAN (TY'-) GRAPHIC SCALE 30' 15' 0' 15' 30' ( IN FEET) 1 inch = 30 ft. PAINT "Ble* "LANE" PER CALTRANS STD. A24E co N I I I '— CV 8+00 in R7-9 D-39 (157 L.F.) a 0 ALLEN RD (SEE PAGE7) R z 0 5 w 0 Lai 3 zL > v ALLEN RD a F (SEE PAGE 7) z w �� 04 0 r N r1 W cV O mEn w o CL J OJ _jW w � w a m Q m PAINT "BIKE" & "LANE" I Lo PER CALTRANS STD. A24E H _ PAINT ±15 LF OF 10 00 12" WHITE LINE PER CALTRANS STD. A24F C QQ (n G U�— C Z � N j5o05 Q N NO Z LLj m m Z � w CA Iq ()FEssm DESIGNER: JEM G. WHl �F'L AdF2 �2 CHECKED BY. DGW Q v m o No. C-051930 ?� DATE: 11/12/2015 Exp. DRAFTER LRR srgTE11 CA F�\PSCALE: AS SHOWNAS-BUILT COMP. N0: 3641600_STR JOB NO.: 364-16-00 SHEET Id 6 6 of 11 At u CU 4 u 0 Z O v LLI � L � Of U) r vJo� u z (I] J L(TW�j V d' O► Q O*,-dFWW-Q� _z C Ug 9 M a1 W d w 5i ��° V ao Y [ 3 ALLEN RD a F (SEE PAGE 7) z w �� 04 0 r N r1 W cV O mEn w o CL J OJ _jW w � w a m Q m PAINT "BIKE" & "LANE" I Lo PER CALTRANS STD. A24E H _ PAINT ±15 LF OF 10 00 12" WHITE LINE PER CALTRANS STD. A24F C QQ (n G U�— C Z � N j5o05 Q N NO Z LLj m m Z � w CA Iq ()FEssm DESIGNER: JEM G. WHl �F'L AdF2 �2 CHECKED BY. DGW Q v m o No. C-051930 ?� DATE: 11/12/2015 Exp. DRAFTER LRR srgTE11 CA F�\PSCALE: AS SHOWNAS-BUILT COMP. N0: 3641600_STR JOB NO.: 364-16-00 SHEET Id 6 6 of 11 I (SEE PAGE 6) D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 R1-1 "STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 "DO NOT ENTER" SIGN R6-1 "ONE WAY" WITH TYPE OM1 -3 IN MEDIAN L1J r- > OPPOSITE LOCAL STREET R7-1 "NO PARKING ANY TIME" SIGN R7-9 "NO PARKING BIKE LANE" SIGN R26(CA) "NO PARKING ANY TIME" SIGN YP PAINT BULLNOSE YELLOW BRIMHALL RD (SEE PAGE 6) 1'1'11'11 II 701 PAINT ±32 LF OF 12" WHITE LINE PER CA TRANS STD. A24F YP dr_nr•:.aiEMUFAi ,ALLEN ROAD EXISTING STRIPING TO BE REMOVED I R1-1 PAINT "STOP" PER 12" STOP BAR ( ITE) CALTRANS STD. A24D PAINT "BIKE" & "LANE" IV ARROW ALIGNED NTH B K OF PER CALTRANS STD. A24E (np, IDEWALK /-- R26 -(CA) R26 -(CA) -\ �- a-9 (514 LF.) �- D-9 (514 L.F.) ",,,,-D-38 (192 L.F.) +00 D -38A (191 L.F.) -r PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E m -o CV 3+00 f 0 -j rA D-38 (267 L.F.),L PAINT "BIKIE" & "LANE" D-39 (267 LF.) PER CALTRANS STD. A24E R8-1 4+00otuu PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E D-38 (98 LF) L I PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E R26 -(CA) -1 D-39 (98 LF) �T 12" BAStCSWALK PER CALTRANS STD. A24F _..... _.µ__� __ ... _........._.,_. __.______D-38 {1.5Q„ LF J TYPE N-ARIM PROPOSED ALLE ------R-0AD�..._ .mµ.� PAINT "BIKE" & "LANE" PER CALTRANS STD. A24E REMOVE SIGN --- Lil 9+0010+00 11+00 12+00 L :�:-��.�.�-�W-,,��:,OQ....�--�=���---�=-�--�c-� -�=-��= �w..�= fir,-•r_.-�._:�-....... _... _,...--�=-�:--�==�r-..� t — — GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch= 40 ft. L---- I PAINT 12" BASIC CROSSWALK PER CALTRANS STD. A24F R26(CA) R26(CA) r- D-38 (128 L.F.) r � � PAINT "BIKE" & "LANE" D-9 307 L.F. PER CALTRA S STD. A24E D-9 655 L.F. E "Q" (CA) M ER PER CAL NS R4-7 S A73A YP YP 1 R3-18 12' PAINT 12" BASIC CROSSWALK---- PER CALTRANS STD. A24F ALLEN ROAD PROPOSED STRIPING PLAN I IIAINT "BIKE"& NE "LA " I PAINT "BIKE" & "LANE" PL ER CAL -MANS STD. A24E PER CALTRANS STD. A24E C14L D-39 (128 L.F.) PAINT "BIKE" & "LANE" r- R3= PER CALTRANS STD. A24E GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. R7-9 D-39 (90 L q.) Q�v G.WH/p � a 0. C-051 ?� Exp. s� CIV\\- gTF OF CAS\FGP f 30117 D-31 (355 L.F.) rw CD 0- U-1 V) 1 i� m a 0 0 Z U a 04 as H Z w d- 0 r N TTri�Uj N V1 F- M m N m F— p Q Z QLjj U O) J W Q� _V) w mLJ Cl LJ m Ne a cn �CD 0D ONO CL 4 U N cQ G J � 7 Zoz 'Q DC W C, .^ Q7 CLZ O0 }' w L L1J r- > Ix CL a V) Q z LLQ Cn in DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER J SCALE: LTJ COMP. NO: 3641600_STR z 364-16-00 Q v SHEET 7 .t as � t.Y..rU OF 11 .. .. W UNN "' F C Z_ c U �✓ N W .^� w N z o�vv zo �� T� Go R_�S NmFl�i w 31: U a 04 as H Z w d- 0 r N TTri�Uj N V1 F- M m N m F— p Q Z QLjj U O) J W Q� _V) w mLJ Cl LJ m Ne a cn �CD 0D ONO CL N cQ G J � W U N Zoz 'Q DC W Q N CLZ O0 L1J r- > Ix CL a N Q z LLQ Cn DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 7 7 OF 11 REMOVE FOG UNE ALL THE WAY NORTH TO OLD TOWN RD W♦ ♦ v' < r ♦ ♦ �~�r -�-�c �-� ♦ \ �. ,�-t...�.-�c..-� ♦ ♦ -� <t ♦ ♦ \~v-�--•�...,c.....v....\ ♦ \ <....x.... -X- ♦ ♦ \-..x....N_ �..N_,_, __.._.,.._. CD 122+00 J _ 13+00 14+000 IW -- Rim D-9 CALTRANS STRIPING DETAIL 9 D-31 CALTRANS STRIPING DETAIL 31 D-38 CALTRANS STRIPING DETAIL 38 D -38A CALTRANS STRIPING DETAIL 38A D-39 CALTRANS STRIPING DETAIL 39 R1-1 "STOP" SIGN R3 -5R "RIGHT TURN ONLY" SIGN R5-1 "DO NOT ENTER" SIGN R6-1 "ONE WAY" WITH TYPE OM1 -3 IN MEDIAN OPPOSITE LOCAL STREET R7-1 "NO PARKING ANY TIME" SIGN R7-9 "NO PARKING BIKE LANE" SIGN R26(CA) "NO PARKING ANY TIME" SIGN YP PAINT BULLNOSE YELLOW W � D-31 (35 Q 13+� n - -4 >R � ALLEN ROAD AM ;I*] 'Ali EXISTING STRIPING TO BE REMOVED TIE NEW STRIPING INTO EXISTING STRIPING ALLEN ROAD PROPOSED STRIPING PLAN 87 GRAPHIC SCALE 40' 20' 0' 20' 40' GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. (IN FEET) 1 inch = 40 ft. CID QQ v Q o No. C-051930 z� BUILTCIVAs sTgTE OF CA F�Q�\P , Ole i= m A A0, U a a WN N w d- 0 r N Lu N m N co m LLJ C) Z Q U m ~ � w0 J W W p W m a°° � � 00 N z LLI ry V) J U z F— J cn z O U CL cQ C G J O_ W U Z�Z CSC N W d Q N CE � CL Z W CL CL Q N Z w U) DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 8 8 OF 11 U �� � O •^ r � v L V ►--� � z LL] (n W U U.) N m� o E5 �- /r �TWJ �"� N A F LLE A0, U a a WN N w d- 0 r N Lu N m N co m LLJ C) Z Q U m ~ � w0 J W W p W m a°° � � 00 N z LLI ry V) J U z F— J cn z O U CL cQ C G J O_ W U Z�Z CSC N W d Q N CE � CL Z W CL CL Q N Z w U) DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 8 8 OF 11 u♦r.�l. ru�e+�.�w FI FV -,;Aq .rift AP `-- SAWCUT & REMOVE TYPE "M" MEDIAN CURB Scale: NTS g' BJL\ILTIIEFMA�LlwlfL\IJ LEGEND - EXISTING MEDIAN CURB - PROPOSED MEDIAN CURB - PROPOSED MEDIAN WATER LINE LLLV. J01-00, M, HT1. C 1 an nn C nnIo i MEDIAN PLAN MEDIAN PLAN GRAPHIC SCALE 30' 15' 0' 15' 30' ( IN FEET) 1 inch = 30 ft. GRAPHIC SCALE 40' 20' 0' 20' 40' ( IN FEET) 1 inch = 40 ft. in SEE ENLARGED PLAN ON SHEET 11 *SEE LANDSCAPE PLANS FOR MEDIAN LANDSCAPING VIf1.IV 7-/J.VL, /.VVL C28 79.82, 7.00'R El EV: 366.05 Line Table Line # Length Direction L1 41.23 N76'46'46"E L2 41.15 N12'50'46"W L3 30.73 1 N1 2-07'30-W Curve Table Curve # Length Radius Delta Tangent C16 40.40' 175.09' 1313'14" 20.29' C17 40.41' 164.38' 14'05'12" 20.31' C18 6.28' 2.00' 180'00'00" INFINITY' C19 3.14' 1.00' 180'00'00" INFINITY' C20 40.38' 170.03' 13'36'33" 20.29' C21 40.38' 170.03' 13'3633" 20.29' C22 6.88' 2.20' 178'57'30" 242.35' C23 30.30' 146.75' 11'49'48" 15.20' C24 30.30' 146.71' 11'49'56" 15.20' C25 6.17' 2.50' 141'18'14" 7.12' C28 21.99' 7.00' 180'00'00" INFINITY C29 j 29.83' 45.00' 37'58'45" 15.49' )q CT). z O N 5 w a a N w C) 0 F�N LLI N V1 t- M m N 01 m Z Q U M ~ O �yC J W < (� W � W O W Q _ m rw O Lo 00 V1 Fool Q N Q J �� W � N W Q N � N W �3 _ Q � Z m W U) DESIGNER: JEM CHECKED BY' DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 9 9 OF 11 a 0 0 z O do o M o J a vyi > v O V U LTJ0 zu Z O ((rr, V i VA- u ^ ^ Q (� LIJLTJ J E z .r os Q Nd- 0 pp �..i NWLLJ ^r W N U U W 3 a a N w C) 0 F�N LLI N V1 t- M m N 01 m Z Q U M ~ O �yC J W < (� W � W O W Q _ m rw O Lo 00 V1 Fool Q N Q J �� W � N W Q N � N W �3 _ Q � Z m W U) DESIGNER: JEM CHECKED BY' DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 9 9 OF 11 DAYLIGHT TO MATCH EXISTING GROUND R/ I 57' 112' 1 55' 7.2' I fL 10' 40' I 8' 8' wz DETAIL A (REVERSED) Z I ►�, DETAIL A SHEET 11 OF 11 =, 3 N ;3v, / -SHEET 11 OF 11 12.0% VARIES VARIES % TLn 4 ' 7'� 1' ,\ MIN. _ 1.5% 2.6 2.6_ 2.9% �- _____-----�-- ------------- -_---- /--------------------- ---- ` ----------------------------- J _ _ ___ -- __-__ GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH ASPHALT CONCRETE AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE MEDIAN TYPE "M" PER C.O.B. STD. ST -2 AGGREGATE BASE STRUCTURAL PAVING SEC11ON PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 1+90.16 - STA: 2+80.00 49.8' 45' COMBINATION SIDEWALK PER C.O.B. ST -5 COMPACT UNDER SIDEWALK 4" MIN. J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) DAYLIGHT TO MATCH EXISTING GROUND Scale: 1" = 10' VARIES I VARIES 55' I VARIES VARIES 45'IE 10' i 40' I I I IVARIES VARIES 3 Z DETAIL A (REVERSED) � Z I v Z DETAIL A I N SHEET 11 OF 11 N N SHEET 11 OF 11 ► � VARIES VARIES 1' 1' 12.0% MIN. 1.5% _ 2.2% ---- TY� _ / _'_---------= I ---..- 2.3% - 4.2% - # - ----------------------- -____--- ----------- ----------------------- - 7--- - - f-------------------_=======� _ ----- ---------- GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH ASPHALT CONCRETE COMBINA110N SIDEWALK PER C.O.B. ST -5 AND AS DIRECTED BY THE ENGINEER COMPACT UNDER SIDEWALK 4" MIN. ASPHALT CONCRETE MEDIAN TYPE "M" PER TO 95% MAX. DENSITY (TYP.) C.O.B. STD. ST -2 TYPE "B" CURB AND GUTTER AGGREGATE BASE PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 2+80.00 - STA: 7+3__0.00 DAYLIGHT TO MATCH EXISTING GROUND a VARIES i I 1 �q� I 2.07, VARIES 2.1 - 4.2% COMBINATION SIDEWALK PER C.O.B. ST -5 / COMPACT UNDER SIDEWALK Al." MIN. J TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) VARIES VARIES 46.5'-57.1' 40' VARIES Scale: 1" = 10' 45' 55' 10' 14' I �- DETAIL A (REVERSED) �- ► I 3 z SHEET 11 OF 11%P-Vwr)- - z w vQi� w?VARIES9'2.21- 2.8% _ _ 2- 0 - I --------- --------------------------------- y�-------- J ------ ---------- -------------------- GRIND EXISTING PAVEMENT ASPHALT CONCRETE 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER AGGREGATE BASE ASPHALT CONCRETE MEDIAN TYPE "M" PER C.O.B. STD. ST -2 AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 BRIMHALL ROAD STA: 7+30.00 - STA: 9+06.07 Scale: 1" = 10' DAYLIGHT TO MATCH EXISTING GROUND _qf COMBINATION SIDEWALK PER C.O.B. ST -5 J COMPACT UNDER SIDEWALK 4" MIN. TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) 2.0% _MIN. 70.1' 64' 44.1' 130.1' 0 60' I s t 54'uj 6' I 1 15.3' w a z I o 14.3' (' 1 z ' TYP 12.3' DETAIL A VARIES VARIES I I 2 0% SHEET 11 OF 11 t EER 2.0%- 2.1% 2.3%- 2.5%_ _ _ _ -.------ LIQ LTJ •\/. \.... ---- `Tti�� ��%/ ------ - ------_ ----------- 18':D lie / - y -I 0) J !n 00 GRIND EXISTING PAVEMENT ASPHALT CONCRETE a SCC o 1 WIDE x 0.2 IN DEPTH AND AS DIRECTED AGGREGATE BASE ASPHALT CONCRETE o- o 0 `' BY THE ENGINEER _z '0 N UZ =w INS " " MEDIAN TYPE M PER .. 7 ASPHALT CONCRETE STRUCTURAL PAVING C.O.B. STD. ST -2 VARIES SECTION PREPARED �v ILIJ AND COMPACTED PER C.O.B. ST -13 1, ' IZ 3 3 AGGREGATE BASE U J STRUCTURAL PAVING ► SECTION PREPARED U AND COMPACTED PER C.O.B. ST -13 z >_- 0 w ALLEN ROAD STA. 1+80.19 - STA. 3+70.00 z Of V, i I . VARIES f VARIES I I ► i I I DAYLIGHT TO MATCH 2.0% EXISTING GROUNDMIN ti COMBINATION SIDEWALK PER C.O.B. ST -5 COMPACT UNDER SIDEWALK 4" MIN. TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) Mal DAYLIGHT TO MATCH �9� 2.0% EXISTING GROUND -MSI COMBINATION SIDEWALK PER C.O.B. ST -5J COMPACT UNDER SIDEWALK 4" MIN. J TO 95% MAX. DENSITY (TVP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) VARIES 17.6' - 32.1' VARIES 1.9%- 4.1 % VARIES 65' - 50.5' 32.9' Scale: 1" = 10'Ciro ^ p Z LIQ LTJ _I 18':D lie I !n 00 z o � ai VARIES R/yy O `' < WVori NN NqM^w _z '0 N UZ =w INS .. 7 ` VARIES �v ILIJ 1, Nmlt� IZ 3 3 i VARIES� VARIES J ► U 0 z z c`tn ¢ I VARIES 1' DETAIL A ► Cn 11' 4.SHEET 11 OF 11 VARIES 2.2% - 2.6% 2.0% - �y/�,/������� ����� -- -------------------------�--I ------------- ------------ MEDIAN TYPE "M" PER --------------------------' GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETE AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING STRUCTURAL PAVING SECTION PREPARED SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 AND COMPACTED PER C.O.B. ST -13 ALLEN ROAD STA: 5+45.36 - STA: 6+95.36 VARIES VARIES Scale: 1" = 10' 55' VARIES TI 57.9' - 61,1' i VARIES VARIES VARIES 25' - 28.2' 32.9' i 18' i 8' I � ILu ~ ~ Uw Uw t N= it DETAIL ACn i 11 71 7' TVP. SHEET 11 OF 11 VARIES VARIES 1.9%2 2 0% - .6% 2.1_5% ._._-- ------------------- -- ----- / JF MEDIAN TYPE "M" PER ----------------------------- GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETEA8mBUILT AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING pFESS/, STRUCTURAL PAVING SECTION PREPARED @OpPyy N9! SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 ,``Q �G H�rrFy��y AND COMPACTED PER C.O.B. ST -13 w �e o No. C-051930 ?� Exp. ALLEN ROAD STA: 7+77.59 -STA: 9+25.59 l��'��7 sX9r� ol"A�FOQ`'�P 60 C U a h z w d - C> r N �1Lj N } �Nrn m z ¢ � ujo UJ LLJ afw mSe am LO �LO 00 cQ Cn G W U N Z DC N W V UJ CL N Q = Cn Z m W N DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 10 �o of 11 J 18':D lie I !n i- z Z UZ =w INS z c`tn ¢ I VARIES 1' DETAIL A ► Cn 11' 4.SHEET 11 OF 11 VARIES 2.2% - 2.6% 2.0% - �y/�,/������� ����� -- -------------------------�--I ------------- ------------ MEDIAN TYPE "M" PER --------------------------' GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETE AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING STRUCTURAL PAVING SECTION PREPARED SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 AND COMPACTED PER C.O.B. ST -13 ALLEN ROAD STA: 5+45.36 - STA: 6+95.36 VARIES VARIES Scale: 1" = 10' 55' VARIES TI 57.9' - 61,1' i VARIES VARIES VARIES 25' - 28.2' 32.9' i 18' i 8' I � ILu ~ ~ Uw Uw t N= it DETAIL ACn i 11 71 7' TVP. SHEET 11 OF 11 VARIES VARIES 1.9%2 2 0% - .6% 2.1_5% ._._-- ------------------- -- ----- / JF MEDIAN TYPE "M" PER ----------------------------- GRIND EXISTING PAVEMENT C.O.B. STD. ST -2 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE ASPHALT CONCRETEA8mBUILT AGGREGATE BASE AGGREGATE BASE STRUCTURAL PAVING pFESS/, STRUCTURAL PAVING SECTION PREPARED @OpPyy N9! SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 ,``Q �G H�rrFy��y AND COMPACTED PER C.O.B. ST -13 w �e o No. C-051930 ?� Exp. ALLEN ROAD STA: 7+77.59 -STA: 9+25.59 l��'��7 sX9r� ol"A�FOQ`'�P 60 C U a h z w d - C> r N �1Lj N } �Nrn m z ¢ � ujo UJ LLJ afw mSe am LO �LO 00 cQ Cn G W U N Z DC N W V UJ CL N Q = Cn Z m W N DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 10 �o of 11 R/W I DAYLIGHT TO MATCH EXISTING GROUND COMBINATION SIDEWALK PER C.O.B. ST -5 COMPACT UNDER SIDEWALK 4" MIN.-/ TO 95% MAX. DENSITY (TYP.) TYPE "B" CURB AND GUTTER PER C.O.B., ST -1 COMPACT UNDER CURB AND GUTTER 6" MIN. TO 95% (TYP.) 0.8' MEDIAN TYPE PER C.O.B STD. ST -2 ASPHALT CONCRETE AGGREGATE BASE LU VARIES ~ 0 3 I I TYPICAL MEDIAN CURB SECTION 54.39' VARIES 1.9%- 2.6% 87.39' 55' 48' 20.8' 27.2' 110' R q 55' i 47.9' 7.1' 1 v z w w DETAIL A 1 N� a Z I a J SHEET 11 OF 11 7' 7' .= I VARIES VARIES ' 2.57-- 3.0% 2.37 - 2.5% / �-- ----- �\�\N�\\�\///�\ - -----` -- ------------------------- -J woo�--------------------------- GRIND EXISTING PAVEMENT - - MEDIAN TYPE "M" PER 1' WIDE x 0.2' IN DEPTH C.O.B. STD. ST -2 AND AS DIRECTED BY THE ENGINEER ASPHALT CONCRETE AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 Scale: NTS ALLEN ROAD STA: 10+15.59 - STA: 10+79.82 IVARIES I 2.1%2.5% ----------- GRIND EXISTING PAVEMENT 1' WIDE x 0.2' IN DEPTH AND AS DIRECTED BY THE ENGINEER CONCRETE BASE AVING JLV IIVIY rT',LF ED AND COMPACTED PER C.O.B. ST -13 32.9' In Z � Scale: 1" = 10' �i 42.34' 90.7' -- _---------~____------------------ - MEDIAN TYPE "M-2" PER ---------------------- C.O.B. STD. ST -2 MEDIAN TYPE "M-2" PER 1 C.O.B. STD. ST -2 " - ASPHALT CONCRETE �- AGGREGATE BASE STRUCTURAL PAVING SECTION PREPARED AND COMPACTED PER C.O.B. ST -13 8 ALLEN ROAD STA: 7+34.18 Scale: 1" = 10' 9' 12' 20.5' 7 ----------------- -------------- MEDIAN TYPE "M-2" PER J EX. CURB ISLAND C.O.B. STD. ST -2 7+ C3 STA: 7+11.39, 7.00'R - STA: 7+18.20, 49.68'R C37- STA: 7+16.69, 52.90 -� C33 L5 )AD C31 8+ STA: 7+38.21, 4.49'R -C30 l - STA: 7+37.11, 7.00'R V STA: 7+56.19, 48 C38 T �-- STA: 7+57.76, 52.27'R .13, 58.58'R -J '`'- C44 STA: 7- /y \ C41 8 STA: 7+45, X28.36, 71.45R C42 C43 STA:7+32.03, 95.99'R STA:7+41.87, 95.95'R 22.2' 22.2' 1 ENLARGED PLAN AT OVERTON AND ALLEN Scale: 1" = 20' Line Table Line Length Direction L5 25.73 NO'43'00"E L6 30.41 SO'55'54"E L7 38.00 N019'15"W L8 14.06 SO'55'50"E Curve Table Curve # Length Radius Delta Tangent C30 3.58' 1.50' 136'21'30" 3.75' C31 8.98' 37.00' 13'54'39" 4.51' C32 2.41' 1.50' 92'04'35" 1.56' C33 21.26' 60.00' 2017'55" 10.74' C34 4.44' 1.50' 169'39'13" 16.57' C35 2.01' 2.00' 57'37'27" 1.10' C36 6.21' 68.00' 5'13'47" 3.11' C37 4.48' 2.00' 12813'00" 4.12' C38 4.56' 2.00' 130'41'44" 4.36' C39 6.04' 68.00' 5'05'30" 3.02' C40 1.87' 2.00' 53'27'52" 1.01' C41 3.77' 2.00' 107'52'21" 2.75' C42 23.19 68.00' 19'32'14" 11.71' C43 23.56' 68.00' 19'51'03" 11.90' C44 3.88 2.00' 111.03'12" 2.91' W HITTFy�,Lc = a N0. C-051930 ^, * Exp. sT ClviL OFC /h A a 0 P W 3 Z Lo _> U , v 8r LI] z U SLI.] f,H) O U U H n Z •. >- C7 � V) u r--, " M Z LTJ J rTj o ^ Z U ¢6 H 42 r(n r.. QVNM N9,� 0 E W W zW�^ 0���' Z U LT 10Ypp5S� NmFl�i W 3 _J L) z F= - J U) Z 0 U a a 4 W d- 0 E N T��/� N iz H M m rn m z ¢ < � o � o J w -' < U - w w m Q m C) Ln 00 E� Q Cn J in W � � � N LZ Q N W CLC N �W �--- > V ME W Q = Z m Ljj Cn (A DESIGNER: JEM CHECKED BY: DGW DATE: 11/12/2015 DRAFTER LRR SCALE: AS SHOWN COMP. NO: 3641600_STR JOB NO.: 364-16-00 SHEET 11 11 of 11