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2014 - Atascadero,
---------- GENERAL SITE CONDITIONS A. INFORMATION SHOWN ON ALL EXISTING IMPROVEMENTS ON THESE DRAWINGS IS TAKEN FROM FIELD SURVEY, THE CONTRACTOR SHALL VERIFY 9. ALL SOILS WITHIN 2 FEET OF FINISHED GRADE IN THE STREET SHALL R A LOCATIONS OF ALL UTILITIES PRIOR TO BEGINNING OF WORK. ALL UTILITY BE COMPACTED TO 9579 RELATIVE COMPACTION. 01 LOCATIONS ON THIS PLAN ARE TAKEN FROM RECORD DRAWINGS. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A. 811) 10. UTILITY TRENCH BACKFILL WITHIN THE STREET SECTIONS SHAH 0 FREET I M Fmmmmk ROVEMENT PLANS OR 0 48 HOURS PRIOR TO BEGINNING ANY EXCAVATION. THE CONTRACTOR CONFORM TO THE REQUIREMENTS OF THE DETAIL ON SHEET 6. F > IS SOLELY RESPONSIBLE FOR PROTECTION OF ALL UNDERGROUND UTILITIES. THE CONTRACTOR SHALL EXPOSE AND VERIFY ALL CRITICAL SECTIONS OF 11. THE ROADBED SUBGRADE WILL BE SCARIFIED AND COMPACTED AFTER Ar ales EXISTING UTILITIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. INSTALLATION OF ALL UNDERGROUND UTILITIES, AND BEFORE PLACEMENT OF AGGREGATE BASE IN ORDER TO ACHIEVE UNIFORM B. ALL CONSTRUCTION WORK AND INSTALLATION SHALL CONFORM TO THE COMPACTION. MAP AT07 0229 - ----- ATASCADERO CITY STANDARDS AND SPECIFICATIONS, AND ALL WORK San Ahdr A en SHALL BE SUBJECT TO THE APPROVAL OF THE CITY AND ENGINEER. 12. SURFACE DRAINAGE SHALL NOT BE LESS THAN 2X EXCEPT FOR PAVEDn SURFACES AND POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM C WHEN EN INSUFFICIENT DETAILS OR SPECIFICATIONS ARE SHOWN, THE ALL STRUCTURES AND SLOPES. - - Y" 0 BLU" CK YA LOT 1 CALTRANS STANDARD SPECIFICATIONS AND STANDARD PLANS AND THE o STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION DATED 7-92 13. ALL UNSUITABLE SOILS MATERIALS AND RUBBISH AND DEBRIS 10 7' -1. IS HEREBY REFERENCED AND INCLUDED. RESULTING FROM GRADING OPERATIONS SHALL BE REMOVED FROM THE 0- JOB SITE AND DISPOSED OF ,PROPERLY. 90- - D. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ATAt")CADER0, CALIFORNIA 0 RESPONSIBILITY FOR THE JOB SITE DURING THE COURSE OF THE PROJECT, 14. SLOPE CONSTRUCTION REQUIREMENTS INCLUDING TERRACING SHALL BE INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SPECIFIED BY THE SUPERVISING SOILS ENGINEER PRIOR TO 0 SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING CONSTRUCTION OF GRADED SLOPES. HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOW THE AMWC-STAN-D CONSTRUCTION NOTES (D ENGINEER, CITY HARMLESS FROM LIABILITY ARISING FROM THE 15. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT AND METHODS SPECIAL INSPECTIONS SOLE NEGLIGENCE OF THE CONTRACTOR, REQUIRED TO PREVENT HIS OPERATIONS FROM PRODUCING DUST IN 1. ALL WATER DISTRIBUTION FACILITIES SHALL BE CONSTRUCTEn`)AN CONFORMANCE 1. ALL CONSTRUCTION & INSPECTIONS SHALL CONFORM TO 2010 CALIFORNIA Dev SIT (D AMOUNTS DAMAGING TO PROPERTY, CULTIVATED VEGETATION AND WITH ATASCADERO MUTUAL WATER COMPANY (AMWC) STANVARDS AND POLICIES BUILDING CODE (CBC), CHAPTER 17. Ct. E. A REGISTERED CIVIL ENGINEER SHALL CERTIFY THAT THE DOMESTIC ANIMALS, OR CAUSING A NUISANCE TO PERSONS OCCUPYING DDITHE STANDARD SPECIFICATIONS FOR PUBLIC WORKS COIQ13TRUCTION, LATESTIMPROVEMENTS, WHEN COMPLETED, ARE IN ACCORDANCE NTH THE PLANS BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR ITON. 2. SPECIAL INSPECTION 'REQUIREMENT ARE REQUIRED FOR THIS PROJECT, THE PRIOR TO THE REQUEST FOR FINAL INSPECTION. AS-BUILT PLANS ARE TO SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING BE PREPARED AFTER CONSTRUCTION IS COMPLETED. THE ENGINEER FROM HIS OPERATIONS. OWNER OR REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE C 0 3 DUST ABATEMENT MEASURES SHALL BE 2. IN THE EVENT OF A DISCREPANCY BETWEEN THE AMWC STANDARD SPECIFICATIONS ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL URBARIL CERTIFYING THE IMPROVEMENTS AND PREPARING THE AS-BUILT PLANS SHALL CONTINUED UNTIL RELIEF IS GRANTED BY THE GRADING INSPECTOR. DETAILS AND NOTES AND THE NOTES AND DETAILS SHOWN ON THESE PLANS, THE INSPECTORS TO PROVIDE INSPECTIONS DURING CONSTRUCTION ON ALL BE PRESENT AT THE FINAL INSPECTION. 17. CONTRACTOR TO CALCULATE REQUIRED CUT AND FILL QUANTITIES. AMWC STANDARD SPECIFICATIONS, DETAILS, AND NOTES SHALL PREVAIL TASKS IDENTIFIED BELOW. F. THE INSPECTOR MAY REQUIRE REVISIONS IN THE PLANS TO SOLVE 3. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO ATASCADERO 3. SPECIAL INSPECTORS SHALL BE A QUALIFIED PERSON WHO SHALL (D _:7 UNFORESEEN PROBLEMS THAT MAY ARISE DURING THE COURSE OF 18. PRIOR TO ANY GRADING THE INSPECTOR SHALL BE RESPONSIBLE FOR MUTUAL WATER COMPANY STANDARDS AND THE STANDARD SPECIFICATIONS FOR DEMONSTRATE COMPETENCE, TO THE SATISFACTION OF THE COUNTY CONSTRUCTION. ALL REVISIONS SHALL BE SUBJECT TO THE APPROVAL OF SCHEDULING A PRE-CONSTRUC71ON MEETING WITH THE AFFECTING PUBLIC WORKS CONSTRUCTION, LATEST EDITION. BUILDING DEPARTMENT. NAMES AND QUALIFICATIONS OF SPECIAL THE SCHOOL DISTRICT ENGINEER. AGENCIES. 0 4. SEPARATION OF WATER MAINS AND SEWER MAINS SHALL BE IN CONFORMANCE INSPECTOR(S) SHALL BE SUBMITTED TO THE COUNTY BUILDING DEPARTMENT FOR APPROVAL G. THE CONTRACTOR SHALL HAVE COPIES OF THE PLANS AND 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL WITH THE PROVISIONS IN TITLE 22 OF THE HEALTH AND SAFETY CODE. Froncisc SPECIFICATIONS FOR THIS PROJECT ON THE SITE AT ALL TIMES. ALL EXISTING SURVEY MARKERS DURING CONSTRUCTION. ALL SUCH MONUMENTS OR MARKERS DISTURBED SHALL BE RESET AT CONTRACTORS' 5. 4. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF COMPONENTS Ave. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE LISTED IN THE SPECIAL INSPECTIONS SHALL SUBMIT A WRITTEN STATEMENT CHANGES OCCURRING DURING THE PROJECT CONSTRUCTION SHALL BE RECORDED EXPENSE. (0 ON THESE PLANS, AND THEY SHALL BE TRANSMITTED TO THE PROJECT WITH THE PROVISIONS IN SECTION 306, UNDERGROUND CONDUIT CONSTRUCTION, OF ul� 11 ENGINEER TO INCORPORATE INTO THE AS-BUILT RECORD. THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST OF RESPONSIBILITY TO THE COUNTY BUILDING DEPARTMENT AND THE OWNER Q) 21. ALL ROUGH GRADING AND FINAL SOILS REPORT SHALL BE COMPLETED EDITION. PRIOR TO THE COMMENCEMENT OF WORK. THE STATEMENT SHALL CONTAIN EXISTING VNI H. , ALL STATIONING SHOWN ON THESE PLANS REFER TO CENTERLINE UNLESS AND APPROVED BY THE ENGINEER PRIOR TO ISSUANCE OF FINAL THE ITEMS LISTED IN CBC 1706.1. APPROVAL. LOT 3 OTHERWISE NOTED. 6. WATER MAINS AND APPURTENANCES SHALL BE CONSTRUCTED IN CONFORMANCE 5. A FINAL REPORT PREPARED BY A SOIL OR CIVIL ENGINEER SHALL BE BLOCK Y-A 22. ANY TEMPORARY STOCKPILES OF EARTH SHALL BE APPROVED BY THE NTH THE PROVISIONS IN SECTION 306, UNDERGROUND CONDUIT CONSTRUCTION, OF SUBMITTED TO THE FIELD INSPECTOR STATING THE WORK PERFORMED IS IN 1. THE CONTRACTOR SHALL PRACTICE SAFETY AT ALL 11MES AND SHALL ENGINEER, AND SHALL NOT OBSTRUCT DRAINAGE OR CREATE BLOWING THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, LATEST SUBSTANTIAL CONFORMANCE WITH THE APPROVED PLANS, APPLICABLE FURNISH, ERECT, MAINTAIN SUCH FENCES, BARRICADES, DETOURS, FLAGMAN, EDITION. (NOT A PART) VVIONITY MAP DUST. CODES, AND IS FOUND TO BE SUITABLE TO SUPPORT THE INTENDED LIGHTS AND SIGNS AS NECESSARY TO GIVE PROTECTION TO THE PUBLIC AT 7. TRENCHES SHALL BE RESURFACED IN CONFORMANCE WITH CITY OF ATASCADERO STRUCTURE. SUCH REPORT SHALL INCLUDE ANY FIELD PROGRESS REPORTS, ► 'T'S, ALL TIMES.THE CONTRACTOR WILL BE REQUIRED 24. A SOILS ENGINEER SHALL SUPERVISE THE GRADING AND CERTIFY THAT PROVISIONS IN SECTION 306-1.5, TRENCH RESURFACING, OF COMPACTION DATA ETC. TO KEEP TWO-WAY TRAFFIC OPEN AT ALL TIMES UNLESS ALL GRADING HAS BEEN COMPLETED IN CONFORMANCE WITH THESE PLANS STANDARDS AND THE PRO' OTHERWISE APPROVED BY THE CITY. THE CONTRACTOR SHALL FURNISH A AND SPECIFICATIONS, CHAPTER 33 OF THE UNIFORM BUILDING CODE, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION INCLUDING SECTION 1705, STATEMENT OF SPECIAL INSPECTIONS:TRAFFIC CONTROL PLAN TO PROVIDE FOR SAFE, EFFICIENT TRAFFIC FLOW IN AND THE RECOMMENDATION OF THE PRELIMINARY SOILS REPORT. A TEMPORARY SURFACING. It AND NEAR THE AREA OF WORK. ROAD CLOSURES ARE NOT AUTHORIZED. FINAL SOILS REPORT SHALL BE PROVIDED IN ACCORDANCE WITH 8. WATER MAINS AND APPURTENANCES SHALL BE DISINFECTED IN CONFORMANCE WITH 1705.1 GENERAL WHERE SPECIAL INSPECTION OR TESTING IS REQUIRED BY CHAPTER 33 OF THE U.B.C., SECTION 3317. AMERICAN WATER WORKS ASSOCIATION STANDARD C651, DISINFECTING WATER SECTION 1704, 1707 OR 1708, THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE A STATEMENT OF SPECIAL J. NO CONSTRUCTION, WITHIN THE CALTRANS RIGHT-OF WAY OR EASEMENTS 25. EARTHWORK QUANTITIES: MAINS. NO CONNECTIONS TO EXISTING WATER MAINS WILL BE PERMITTED UNTIL THE INSPECTIONS IN ACCORDANCE WITH SECTION 1705 FOR SUBMITTAL BY THE EXISTING LOT 1 SHALL BE STARTED WITHOUT PLANS APPROVED BY THE CALTRANS PERMIT CUT: 370 CY NEW WATER MAIN IS SUCCESSFULLY TESTED AND DISINFECTED. PERMIT APPUCA11ON (SEE SECTION 1704.1.1). LEGEND, DEPARTMENT. - THE CALTRANS INSPECTOR SHALL BE NOTIFIED AT LEAST 48 FILL: 140 CY 9. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 48 HOURS LOT 2 TRACT BOUNDARY UMEWWWma wow mm awwmwx� 1705.2 CONTENT OF STATEMENT OF SPECIAL INSPECTIONS. THE STATEMENT BLOCK Y-A PROPERTY LINE HOURS PRIOR TO THE STARTING OF CONSTRUCTION. ANY WORK DONE WITHOUT NOTE: EXACT SHRINKAGE. CONSOLIDATION AND SUBSIDENCE IN ADVANCE OF ALL WORK THAT WILL REQUIRE A DISRUPTION OF WATER SERVICE. OF SPECIAL INSPECTIONS SHALL IDENTIFY THE FOLLOWING: APPROVAL PRIOR TO NOTIFYING THE COUNTY INSPECTOR MAY BE REJECTED AT FACTORS AND LOSSES DUE "TO CLEARING OPERATIONS ARE NOT NO DISRUPTION OF WATER SERVICE WILL BE PERMITTED ON MONDAYS, FRIDAYS, RIGHT-OF-WAY MNWAWWM� THE CONTRACTORS' AND/OR OWNERS' RISK. INCLUDED. ESTIMATED EARTHWORK QUANTITIES ARE BASED ON WEEKENDS OR HOLIDAYS. A) THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE I KNOTAPART LOT' 2CURB K. ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE RECOMMENDATIONS THE DIFFERENCE AS SHOWN ON THE PLAN, OR SUBGRADES, AND SPECIAL INSPECTION OR TESTING BY THE BUILDING OFFICIAL OR BY THE BACK OF CURB SHOULD VARY ACCORDING TO THESE FACTORS. 10. CONCRETE THRUST OR ANCHOR BLOCKS SHALL BE PROVIDED AT ALL VERTICAL REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR EACH PORTION OF OF THE PROJECT SOILS REPORT, BENDS, HORIZONTAL BENDS, AT THE END OF PLUGGED MAINS, BEHIND TEES AND THE WORK. GUTTER BEHIND FIRE HYDRANTS. J\ SIDEWALK B) THE TYPE AND EXTENT OF EACH SPECIAL INSPECTION. EASEMENT L THE NAMES AND TELEPHONE NUMBERS OF THE PROJECT ENGINEER, SOILS 11. ATASCADERO MUTUAL WATER COMPANY SHALL BE NOTIFIED AT LEAST 24 HOURS SAN ANDRES AVE ENGINEER, SURVEYOR AND CONSTRUCTION SUPERINTENDENT SHALL BE WATER CONDITIONS EXISTING PRIOR TO STARING ANY WORK ON THE WATER DISTRIBUTION FACILITIES. SUBMITTED AND KEPT ON FILE IN THE CONSTRUCTION OFFICE. A. WATER MAINS SHALL BE TESTED AFTER THE ROADWAYS AND THE SITE C) THE TYPE AND EXTENT OF EACH TEST. RETAINING WALL HAVE BEEN BROUGHT TO SUBGRAD AND COMPACTION CERTIFICATION. 12. NO CHANGES SHALL BE MADE TO THE WATER DISTRIBUTION FACILITIES SHOWN ON SLOPE (AS NOTED) %vO M. THE ALLOWED HOURS OF OPERATION ARE 7:00 A.M. TO 7:00 P.M. THESE PLANS WITHOUT PRIOR APPROVAL OF ATASCADERO MUTUAL WATER D)- ADDITIONAL REQUIREMENTS FOR SPECIAL INSPECTION OR TESTING FOR SEISMIC MONDAY THROUGH FRIDAY. ANY WORK REQUESTED ON WEEKENDS AND HOLIDAYS COMPANY. OR WIND RESISTANCE AS SPECIFIED IN SECTION 1705.3. 1705.4, 1707 OR EXISTING CONTOURS B. ALL WATER MAINS AND SERVICES SHALL PASS OVER ALL SEWER MAINS MUST BE SUBMITTED IN WRITING AT LEAST 24 HOURS IN ADVANCE. 1708. AND LATERALS WITH A MINIMUM OF, ONE FOOT OF VERTICAL CLEARANCE, 13. NO CONSTRUCTION SHALL BE STARTED ON THE WATER DISTRIBUTION FACILITIES PROJECT MAI FINiSHED GRADE CONTOURS N. NO FIELD CHANGE SHALL BE ALLOWED WITHOUT WRITTEN APPROVAL BY UNLESS OTHERWISE AUTHORIZED ON THE PLANS. WITHOUT PLANS APPROVED BY ATASCADERO MUTUAL WATER COMPANY. E) FOR EACH TYPE OF SPECIAL INSPECTION, IDENTIFICATION AS TO WHETHER IT SCALE: 1 =�100� -.--•--a W THE DESIGN ENGINEER AND O.S.A. ATASCADERO MUTUAL WATER COMPANY WILL NOT INSPECT THE WORK WITHOUT WILL BE CON11NUOUS SPECIAL INSPECTION OR PERIODIC SPECIAL WATER MAIN W_ C. ALL WATER MAIN FITTINGS TEES VALVES BENDS ETC., SHALL HAVE APPROVED PLANS. CONSTRUCTION PERFORMED WITHOUT APPROVED PLANS AND INSPECTION. SANITARY SEWER 890 s- o. ALL UNSUITABLE MATERIALS SHALL BE REMOVED FROM THE PROJECT AND FLANGE CONNECTIONS NTH ANY ADJACENT FITTINGS. USE 1/2 LENGTH PIPE WITHOUT INSPECTION BY ATASCADERO MUTUAL WATER MAY NOT BE ACCEPTED. STORM DRAIN BE PLACED AT A SUITABLE DISPOSAL SITE. AT ALL CONNECTIONS TO FITTINGS PER PIPE MANUFACTURERS' SECTION (TABLE) 1704.7, REQUIRED VERIFICATION AND INSPECTION OF SOILS, GAS MAIN _G RECOMMENDATIONS. ALL GATE VALVES SHALL BE RESILIENT WEDGE UNLESS 14. ASBESTOS CEMENT (AC) PIPE IS PRESENT IN THE AMWC SY,3" SHEET INDEX G- FIRE WATER _F W_ ,EM AND MAY BE P. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR(S) TO BE OTHERWISE SHOWN ON THE PLANS. ENCOUNTERED BY THE CONTRACTOR. IT SHALL BE TME CON11"ACTORS SOLE A) VERIFY MATERIALS BELOW FOOTINGS ARE ADEQUATE TO ACHIEVE THE DESIGN EXIST. WATER LINE __8 __W__ FULLY INFORMED OF AND TO COMPLY WITH ALL LAWS, ORDINANCES, CODES, RESPONSIBILITY TO HANDLE, MODIFY, DEMOLISH, REMOVE, H Vii'? AND DISPOSE OF BEARING CAPACITY SHALL BE PERFORMED PERIODICALLY DURING TASK. 1 . C1.0 TITLE SHEET WHICH IN ANY MANNER AFFECT THE COURSE EXIST. SAN. SEWER REQUIREMENTS, AND STANDARDS V D. FIRE HYDRANT ASSEMBLIES GATE VALVE BOX AND ANCHOR, AIR RELEASE AC PIPE IN CONFORMANCE WITH ALL LOCAL, STATE AND Flii'-�'_F�`RAL REGULATIONS EXIST. STORM DRAIN, OF CONSTRUCTION OF THIS PROJECT, THOSE ENGAGED OR EMPLOYED IN THE VALVES AND THRUSTBLOCKS SHALL BE CONSTRUCTED'TED IN ACCORDANCE WITH INCLUDING ALL REPORTING AND RECORD KEEPING REQUIREM64TS FOR 13) VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED Z. C2.0 STREET IMPROVEMENT PLAN CONSTRUCTION, OR THE MATERIALS USED IN THE CONSTRUCTION. THE CITY OF ATASCADERO STANDARD DRAWINGS ASBESTOS-CONTAINING MATERIALS. PROPER MATERIAL, SHALL BE PERFORMED PERIODICALLY DURING TASK. - ATASCADERO AVENUE EXIST. GAS - -G- ..............G-- E. PVC PIPE SHALL BE CLASS 150 (SCHEDULE 40) AND SHALL CONFORM 3. C2.1 STREET IMPROVEMENT PLAN SAN ANDRES AVENUE EX. S.S. MANHOLE 0 Q. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF THE TO AND MEET THE REQUIREMENTS OF AXW.A. SPECIFICA11ONS C900 FOR C) PERFORM CLASSIFICA11ON AND TESTING OF CONTROLLED FILL MATERIALS, SHALL S.S. LATE-RAL ------ --- S PUBLIC AND PRIVATE PROPERTY ADJACENT TO THE WORK AREA AND SHALL 12 INCHES AND SMALLER. BE PERFORMED PERIODICALLY DURING TASK. 4. C3.0 CONSTRUCTION DETAILS WATER SERVICE EXERCISE DUE CAUTION TO AVOID DAMAGE TO SUCH PROPERTY. THE W CONTRACTOR SHALL REPLACE AND REPAIR TO THEIR ORIGINAL CONDITION ALL D) VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING 5. C4.0 TRAFFIC CONTROL PLAN FIRE HYDRANT EXISTING IMPROVEMENTS WITHIN OR ADJACENT TO THE WORK AREA WHICH ARE F. ALL VALVE BOX COVERS SHALL BE ADJUSTED TO FINISH GRADE. PLACEMENT AND COMPACTION OF CONTROLLED FILL, SHALL BE PERFORMED GAS LATERAL G NOT DESIGNED FOR REMOVAL., AND ARE DAMAGED OR REMOVED AS A RESULT OF GCONTINUOUSLY DURING TASK. 6. C5.0 COMPOSITE UTILITY PLAN UTILITY TRENCH UT- HIS OPERATIONS, AND BE REQUIRED TO REPAIR OR REPLACE SAME TO THE . THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT GENERAL PIPEUNE CONDITIONS SATISFACTION OF AND AS DIRECTED BY THE INSPECTOR OR UTILITY LOCATION BY CENTERLINE STA110M AND MAIN DEPTH OF ALL WATER FACILITY E) PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY EXISTING UTILITY BOX 1:0 COMPANY. APPURTENANCES* VALVES TEES AND OTHER FITTINGS METERS AND OTHER A. THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES TO MARK THAT SITE HAD BEEN PREPARED PROPERLY, SHALL BE PERFORMED CLEANOUT PERTINENT FEATURES FOR THE PURPOSE OF PROVIDING THE ENGINEER WITH LOCATIONS AND SHALL POT-HOLE ALL UTILITY CROSSINGS PRIOR TO STAKING PERIODICALLY DURING TASK. TOP OF CURB TC R. ALL CONTRACTORS AND SUBCONTRACTORS WORKING WITHIN THE RIGHTS-. A BASIS FOR AS-BUILT DRAWINGS. A "W" SHALL BE CLEARLY MARKED ON AND PRIOR TO ANY PIPELINE EXCAVATION TO ALLOW GRADE REVISIONS IFTOP OF WALL OF-WAY SHALL HAVE AN APPROPRIATE CONTRACTORS' LICENSE, A LOCAL THE CURB FACE FOR SERVICE LOCATION. NECESSITATED BY ACTUAL LOCATIONS. OBSERVATION & TESTING PROGRAM. STORM DRAIN CONDITIONS TOP OF GRATE TW BUSINESS LICENSE, AND SHALL OBTAIN AN ENCROACHMENT PERMIT AS TOP OF FOOTING TG A. ADS "N-12" (OR EQUAL) HDPE MATERIALS AND INSTALLATION SHALL TF REQUIRED BY ANY AGENCY. H. A CONTINUOUS TRACER PIPE SHALL BE PLACED OVER THE WATER MAIN B. THE ENGINEER OR REPRESENTATIVE SHALL REVIEW ALL CUT SHEETS TO THE PROJECT SOILS ENGINEER SHALL PERFORM THE INSPECTION & TESTING FOR COMPLY WITH THE REFERENCED STANDARD SPECIFICATIONS. GRADE BREAK AND BROUGHT INTO THE VALVE CHAMBERS FOR TESTING. CHECK GRADES PRIOR TO TRENCHING. THE FOLLOWING TASKS: JOINTS SHALL GB ADDITIONAL RESTRICTED WORK HOURS MAY BE IMPOSED ANY TIME BY THE FINAL PLANS BE INTEGRAL SOCKET END AND GASKETED JOINT ASSEMBLY. ON-SITE STORM PUBLIC UTILITY EASEMENT PUE CITY ENGINEER IN COORDINATION WITH THE ATASCADERO HIGH SCHOOL HOURS I. THE CONTRACTOR SHALL FURNISH SUPPLIERS' CERTIFICATES STATING C. THE CONTRACTOR SHALL CONTACT ANY AFFECTED UTILITY COMPANIES STRIPPING AND CLEARING OF VEGETATION DRAINS SHALL BE HDPE. RCP PIPE SHALL BE USED WITHIN THE R.O.W. FLOW LINE FL OF OPERATION. THAT ALL PIPE, VALVES, FITTINGS* PROTECTIVE COATINGS AND ALL OTHER AT LEAST 48 HOURS BEFORE BEGINNING EXCAVATION AND SHALL VERIFY RECOMPAC11ON OF SCARIFICATION SOILS B. DROP INLETS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DETAILS INVERT INV MATERIALS COMPLY WITH THE REQUIREMENTS THE PROJECT SPECIFICATIONS. WHETHER OR NOT A REPRESENTATIVE OF EACH COMPANY WILL BE PRESENT FILL PLACEMENT AND COMPACTION AND REFERENCES PROVIDED. GRATES SHALL BE ADEQUATE FOR STATE OF FINISHED GRADE FG ,GRADING NOTES DURING EXCAVATION- OVER EXCAVATING CALIFORNIA H5-20 TRAFFIC LOADING. FINISHED SURFACE FS J. LOCATIONS AND ELEVATIONS OF EXISTING UTIU11ES WHERE SHOWN ON VERIFICATION OF SOILS TYPE & DEPTH C. ALL DRAINAGE OUTLET STRUCTURES SHALL BE CLASS "A" REINFORCED 1. ALL GRADING SHALL CONFORM WITH PLANS AND SPECIFICATION UNDERGROUND SERVICE ALERT (USA) -- 811 - MEMBER USA FINAL REPORT PORTLAND CEMENT CONCRETE. EXISTING GRADE EG REQUIREMENTS AND THE 1998 UNIFORM BUILDING CODE, CHAPTER 33, THE PLANS ARE BASED ON AVAILABLE RECORDS AND ARE APPROXIMATE ONLY. SOUTHERN CALIFORNIA GAS CO. - MEMBER USA OR D. PVC SHALL BE SDR 35 WITH INTEGRAL SOCKET END FOR GASKETED ASPHALTIC CONCRETE AC THE STANDARDS AND REQUIREMENTS PERTAINING THERETO, AND THE THE CROSSING OF THESE UTILITIESNTH WATER MAINS SHALL TENTATIVELY PACIFIC GAS AND ELECTRIC CO. - MEMBER USA THE SOIL ENGINEER OF WORK SHALL BE PENDING PHONE JOINT ASSEMBLY. PIPE FITTINGS AND JOINTS SHALL BE IN CONFORMANCE RECOMMENDATIONS AND REQUIREMENTS OF THE SOILS ENGINEER, UNDER BE AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL HAND EXPOSE WITH THE APPLICABLE REQUIREMENTS ASTM 3034. UTILITIES PRIOR TO ANY CONSTRUCTION OF WATER MAINS IN ORDER TO "ENGINEERED GRADING REQUIREMENTS VERIFY LOCATION AND DEPTH. WHERE WATER MAINS CANNOT BE MAINTAINED D. PIPELINES SHALL BE INSTALLED AFTER THE ROADWAYS AND THE SITE SOILS REPORT # PENDING 2. ALL GRADING SHALL CONFORM WITH THE RECOMMENDATIONS AND WITH AT LEAST 36 INCHES COVER AND 6 INCHES CLEARAi4CE FROM THE HAVE BEEN BROUGHT TO SUBGRADE. THE PROJECT ENGINEER OF WORK SHALL PERFORM THE INSPECTION FOR THE REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEERING REPORT UTILITIES, UNLESS OTHERWISE SPECIFIED ON THE PLANS, THE ENGINEER FOLLOWING TASKS: BY BUENA GEOTECHNICAL SERVICES, DATED FEBRUARY 10, 2006 SHALL BE NOTIFIED AND THE WATER MAIN DEPTH WILL BE ADJUSTED TO MEET ROUGH GRADING & SITE PREPARATION THIS REPORT SHALL BE INCORPORATED INTO THIS PLAN AND MADE A THE NECESSARY DEPTH AND CLEARANCE REQUIREMENTS. APPLICABLE FINAL GRADING INSPECTION PRIOR TO FINAL COUNTY INSPECTION SEWER -_ CONDITIONS PART HEREOF AS IF SPELLED OUT IN ITS ENTIRETY HEREON. -CODES K. LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES AND THE PROJECT ENGINEER OF WORK SHALL BE TIM ROBERTS OF ROBERTS A. ALL SEWER CLEANOUT RIMS SHALL BE ADJUSTED TO FINISH GRADE IN 3. AREAS TO BE GRADED SHALL BE CLEARED OF ALL VEGETATION, APPURTENANCES ARE APPROXIMA","E. WERE CONNEC110NS TO EXISTING LINES 2013 Building Standards Codes ENGINEERING, INC., RCE 35366, 2015 VISTA DE LA VINA, TEMPLETON, CA BENCH MAR K INCLUDING ROOTS AND OTHER MATERIAL UNSUITABLE FOR STRUCTURAL ARE TO BE MADE, AS SHOWN ON THE PLANS, THE CONTRACTOR SHALL EXPOSE 0 California Building Code, Vols 1 & 2 (2012 IBC) 93465, PHONE (805) 239-0664 PAVED AREAS AND TO 6" ABOVE FINISH GRADE IN UNTRAVELED LANDSCAPED of THE EXISTING LINE AND NOTIFY 11iE ENGINEER OF LOCATION, ELEVATION AREAS. THE BENCH MARK FOR THIS SURVEY IS A BRASS CAP IN THE FILL, AND SCARIFIED TO A MINIMUM DEPTH OF 12 AND TYPE OF PIPE AND/OR FITTINGS PRIOR TO ANY CONSTRUCTION, 0 California Residential Code (New) (2012 IRC) 13LMLDING SERVICES B. SANITARY SEWER PIPE SHALL BE PVC OR ABS. PVC SHALL BE SDR 35 0 THE ENGINEER OR WORK SHALL STATE IN WRITINGTHE WORK IS IN SUBSTA N 's California Plumbing Code (2012 UPC) N-nAP om- ()\I - TOP OF CURB, IN FRONT OF "6717 MORRO ROAD* HAVING AN 4. IN AREAS TO RECEIVE FILL, THE EXISTING SOILS SHALL BE California Mechanical Code (2012 UMC) CONFORMANCE WITH THE APPROVED PLANS. WITH INTEGRAL SOCKET ENU'FOR GASKETED JOINT ASSEMBLY. PIPE ELEVATION OF 872.00 PER NAVD29. SCARIFIED AND COMPACTED TO A MINIMUM OF NINETY PERCENT (90X) OF L PRESSURE TESTING OF THE SYSTEM SHALL BE DONE WHEN SERVICES AND FITTINGS AND JOINTS SHALT,. BE IN CONFORMANCE WITH THE APPLICABLE RELATED FITTINGS ARE INSTALLED PROPERLY AND ALL METER BOXES ARE SET California Electrical Code (2011 NEC) THE PERSON RESPONSIBLE FOR BMP INSPECTION IS , CITYOF ATASCADERO/CoMMUNITY DEVELOPM REQUIREMENTS ASTM 3034. MAXIMUM DENSITY. THE FILL, MATERIAL OBTAINED FROM OTHER AREAS TO PROPER GRADE. NO PERMANENT CONNECTIONS TO EXISTING WATERLINES California Energy Code (v.2008 until 7/1/2014) PHONE (805) EW SEWER CLEAN-OUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ON THE SITE MAY BE PLACED IN THIN LAYERS AND COMPACTED TO A SHALL BE MADE UNTIL ALL PRESSURE TESTING AND BACTERIA TESTING IS California Green Building Code CITY OF ATASCADERO STANDARD DETAIL No. 605 MINIMUM OF NINETY PERCENT (90X) OF MAXIMUM DENSITY. WERE FILLS California Fire Code (2012 IFC) BY ARE PLACED ON SLOPES, A KEY SHALL BE CUT AT THE TOE OF THE SLOPE COMPLETE. TEMPORARY CONNE011ONS MAY BE ALLOWED FOR CONSTRUCTION California Reference Standards Code D. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS TO EXACT PURPOSES, HOWEVER, PROPER BACK FLOW PROTECTION DEVICES WILL BE Sul LOCATION AND DEPTH OF kLL SEWER LATERALS AT THE POINT WHERE THEY AT LEAST TEN FEET WIDE AND INTO FIRM NATURAL SOILS. AS THE REQUIRED. APPROVED tV�� LVING SERVICES TERMINATE, PROVIDING THE, ENGINEER WITH A BASIS FOR AS-BUILT BASIS O F BEARINGS FILL MATERIAL IS PLACED UP THE SLOPE, BENCHES SHALL BE CUT AT DA-M DRAWINGS. REGULAR INTERVALS INTO FIRM NATURAL SOILS. BY+_t0V Date:A-2A.?.1;:;7 M. THE CITY OF ATASCADERO IS TO BE NOTIFIED OF ALL WORK INVOLVING E. SEWER MAINS SHALL BE TESTED AFTER ROADWAYS AND THE SITE HAVE THE BASIS OF BEARINGS FOR THIS SURVEY IS GEODETIC 5. PRIOR TO PLACEMENT OF FILL MATERIAL, THE PREPARED AREA SHALL SHUTTING OFF WATER AT ANY TIME FOR ANY REASON. LINES SHALL BE PUBLIC WORK' S (BLDG-PERMIT NO: ;BEEN BROUGHT TO SUBGRADE AND AFTER COMPACTION CERTIFICATION. NORTH, AS DETERMINED BY GPS MEASUREMENTS, BE INSPECTED AND APPROVED BY A STATE INSPECTOR AND BY THE PRESSURIZED AND PROTECTED FROM BACK FLOW CONDITIONS WHICH COULD F. ALL TRENCHES SHALL HE SAND BACKFILLED. SUPERVISING SOILS ENGINEER, CAUSE BACTERIA AND DIRT TO ENTER LINES. Wk 110/02 6. CUT AND FILL SLOPES SHALL NOT EXCEED A GRADE OF 2 HORIZONTAL N. BEFORE ANY PRESSURE TESTING IS DONE FOR INSPECTION THE W. , SYSTEM MUST BE COMPLETED PER PROJECT STANDARDS; ALL SERVICES R E V I S 1 0 N S TO 1 VERTICAL (2:1) UNLESS CERTIFIED STABLE BY THE SOILS ENGINEER, INSTALLED AND TO GRADE. ALL MAIN LINE CONTROL VALVES MUST HAVE AND APPROVED BY THE ENGINEER. CHAMBERS SET TO GRADE. ALL BLOW-OFF AIR-VALVES AND FIRE HYDRANTS t7 These plans and specifications, and the NO. BY DATE D E S C R I P T 1 0 N PARCEL MAP AT 07-0229 FINAL PRESSURE TESTING SHALL BE DONE AT THIS ideas and designs incorporated herein, are PUBLIC IMPROVEMENTS MUST BE INSTALLED. 3SI 7. FILL MATERIAL, APPROVED BY THE SUPERVISING SOILS ENGINEER, CIV11%. -------- POINT. instruments of service prepared for the p> 7» Eng unteeirunt(or construction of work shown hereon and 495) SHALL BE PLACED IN LIFTS NOT EXCEEDING 6 INCHES IN COMPACTED C THICKNESS, MOISTENED OR DRIED AS NECESSARY TO NEAR OPTIMUM 0. CLEARANCE AT EXISTING PIPES OR STRUCTURES OVER 8" O.D. SHALL shall not be used in whole or in part for TITLE SHEET < MOISTURE CONTENT# AND COMPACTED BY A APPROVED METHOD. BE NOT LESS THAN 12* UNLESS OTHERWISE SPECIFIED. A SAND BEDDING t any other project without written authority othy P. Roberts Cq SHALL BE PLACED BETWEEN THE TOP OF THE WATERLINE AND THE BOTTOM OF 35 66 of Roberts Engineering, Inc. Civil Engineer - RCE 35366 ------- v-8. FILL MATERIAL SHALL BE COMPACTED TO A MINIMUM OF 90X OF THE EXISTING PIPE OR STRUCTURE UNLESS OTHERWISE SHOWN ONPLANS. CITY OF AT. SAD 0 CA MAXIMUM DENSITY AS DETERMINED BY A.S.T.M. D-1557-78 (MODIFIED Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, :L 2015 Vista de la Vina I TO 3 LAYERS) AND SO CERTIFIED BY TESTS AND REPORTS BY THE Roberts Engineering, Inc. All rights N SUPERVISING SOILS ENGINEER, SOILS,TEST SHALL BE CONDUCTED AT P. ALL TRENCHES SHALL BE SAND BACKFILLED, UNLESS OTHERWISE APPROVED ACCEPTED BY: Templeton, CA 93465 BY THE ENGINEER. 811 reserved. Copies of this drawing shall SHEET: V, NOT LESS THAN ONE TEST FOR EACH 18-INCHES OF FILL AND FOR EACH 2" C/0- have this notice. Phone (805) 239-0664 500 CUBIC YARDS OF FILL. 1�, � , % -18-2014 Fax (805) 238-6148 1 1, 12 C. Email robertseTIM P00 P. ROBERTS, R.C.E.. . . X .ng@charter.net ROBERTSRCE3536EXPz DATE David Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN BY: DESIGNED BY: Interim City Engineer GN CHECK SCALE: JOB NUMBER SHEET N0: JM TR TR NOTED 14-010 1 OF 6 ---------------------- ....... --------- ...... ......... ------------------ RECORD RIGHT OF WAY -� _ _ _ _ . _ _ _ . _ �. _ _ _ _ _ _ _ _ _.� CURVE DATA TABLE VARIES SEE PLAN CONSTRUCTION N®TESCURVE DELTA RADIUS LENGTH W z STREET SECTION PER DETAIL ON THIS SHEET AND SHEET No. C3.0. C1 19"35'05 430.00 146-98 W EXISTING SANITARY SEWER z 30' -J VAK1=1 C2 5*2935".,'1 410.00 39.31 ............. (FIELD VERIFY LOCATION) :3 up BE W INSTALL 6'0 CURB & GUTTER PER CITY OF ATAS. SM. No. 418. C3 17*50'44" 1 400.00 124.58 STA. 13+77.3±-11.2'± LT 20' 6 4 6 (TYPE A) C4 11"35'44" 420-00 85.00 EXISTING SSCO 61 R C5 72*39'44" 50.00 63-41 0 0� O)q TYP 8 v EXIS11NG STORM DRAIN 111111111110 3 INSTALL 4' SIDEWALK PER CITY OF ATAS. SM. No. 419. C6 29*49'09" 35.00 18.2.2. MINI (FIELD VERIFY LOCATION) 4 INSTALL RESIDENTIAL DRIVEWAY PER CITY OF ATAS. SM. No. 423. C7 18"43'54 55.00 17.98 RECORDCEN*UNE 2% C8 14*00'03 100.00 24.44 S S P I 1 2% 1. 1W as a VAR SAWCUT 2' MIN. FROM EXISTING EDGE OF PAVEMENT TO PROVIDE C9 14000*03' 120.00 29.32 x 4:. - C) 875.64 TC • oVER11CAL SURFACES AND SQUARE CORNERS. CUT EDGES WILL BE Z\ 04q 4� S6EWALK STRAIGHT AND NEAT IN APPEARANCE. �OH EXISTING WATERLINE z PER (CITY OF OH 4*OC (FlELD VERIFY LOCATIO lot 15+69.41--10't =51 I CONNECT TO EXISTING WATERLINE, (EXACT HORIZONTAL AND VERTICAL 875-7 CONNECT TO EX. SDMH 10 ATA SM. #419 LOCATION TO BE VERIFIED IN FIELD). J/ EXIST. A.C. D 6" CURB & 18" C PAVEMENT GUTTER PER CITY INSTALL 1" WATER SERVICE CONNECTION AND WATER METERS PER 87 OF ATAS SM. #418 A.M.W.C. SMS. No. 103 AND No. 104. NOTE® _874.97 FL 2.5" MIN A.C. PAVE TRACT 2959 PUBLIC IMPROVEMENTS TO BE OVER 6" MIN OCONNECT TO EXISTING SANITARY SEWER, (EXACT HORIZONTAL AND W CONSTRUCTED CONCURRENTLY. SEE TRACT CLASS 11 AGG. BASE VERTICAL LOCATION TO BE VERIFIED IN FIELD). 4 2959 STREET IMPROVEMENT PLANS FOR CONTINUATION OF FRONTAGE INSTALL 4" P.V.C. SANITARY SEWER LATERAL PER CITY OF ATAS. STD. G EXACT STRUCTURAL PAVING SECTION SHALL BE DETERMINED BY "R" IMPROVEMENTS. 15+00 STi. 1 No. 603 & No. 702. 5+82.90 ATASCADERQ.&YENUE=_ /� VALUE OF SOIL AT SUBGRADE AS RECOMMENDED BY SOILS ENGINEER, T.I.=5.5 -06+5&.132, SAN ANDRES AVENUE/ 10 CONNECT TO EXISTING STORM DRAIN, (EXACT HORIZONTAL AND 7 SC A VERTICAL LOCATION TO BE VERIFIED IN FIELD). "05'28" W 11 TA ADERO AVENUE SECTION (LOCAL) Z 11 INSTALL 18" H.D.P.E. STORM DRAIN PER MANUFACTURERS SPECS. N,Q xN.T.S. W - 0 TYP 04 ON--" - Z ____1 I 12 INSTALL STORM DRAIN CURB INLET PER CITY OF ATAS. SM. No. 502. "Ic Y 13 1_z �2." Q INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) PER co -44 * -'o 0 IV&72 MID-STATE CONCRETE PRODUCTS, SEE DETAIL ON SHEET No. C4.0. lot F 19 EXISTIN,.,G 2 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. SM. No. 427. to c� (0 3 L 0 T 3 15 INSTALL STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. STD. No. 427. B LO%C K Y-�- 16 12" WHITE TRAFFIC PAINT PAVEMENT MARKING. 17 )SR MAIN d EX. STREIT SIGN 17 EXIST WA 3. TO BE R LOCA INSTALL SIDEWALK RAMP PER CALTRANS STANDARD A88A, CASE A. TO BE ABANDC R9 o LOCA 4!ED L OT 1 IN ACCORDANCE TH EXISTING STORM DRAIN TO BE ABANDONED. BACKFILL WITH 1-SACK AMWC REQUIREMENT§,\ C1 o CEMENT SLURRY AND CAP EACH END, CUT-IN & INSTALL 6" TEE & VALVE W/ THRUST BLOCK PER REQUIREMENTS OF AMWC, SEE AMWC SM No. 116 0 20 4 1 0 20 INSTALL DETECTABLE WARNING SURFACE 3' MIN. DEPTH PER CALTRANS 1 INCH 20 FEET Irc STANDARD DETAIL A88A 875. SAN ANDRES AVENUE ATASCADERO AVEN [JE__ __ PLAN SEE SHEET No. C2.1 13+50 14+00 14+50 15+00 15+50 16+00 880 1 1 1-- 880 14+50-00 1 1 1 14+00-00 CL C2 C4 D=C 5=6 3.41 CL R_ 2' 0 -6^ 41 41 1 1 896 896 879 85,OW- 879 896 -------- 896 ............ 4'_ 892 ... ......... 892 892 892 le-N ... 888 IAJ 0 0 P11 E 87 07 PVI tLt.V =1 0 .04 888 888 888 878 Ul) Flo---- ----------- EXISTIN GF 'UF D 5 878 -- ----- 884 884 P% co AT OEN R! + 884 ------------ to N 880 n r'W _TT C'4 -3 884 M3 880 Ui 880 880 876 876 877 101 877 DP 1) QURE 1 876 876 14 872 1 F NISI GRADE 872 --- -------- CL 872 N 11 872 86-8- L0 I 868 868 -Mu=- ==-.:-- V; 40 W6 868 (n to r- % 876 _S= U J OD 864 864 40L,A 90z F%% 864 -------- 864 860 ....... 860 or-01 860 860 856 ------ 856 875 875 856 856 J. 1352 852 - .......... 49- 0 20 40 -20 0 20 40 874 - 874 ........... 2 15+20.72 15+00-00 873 F 873 CL R/W CL R 91 896 1 1 t 896 896 896 892 892 1 1 892 892 0 log 872 -1-40y WAIER 872 z M AIN -------- 888 888 888 888 884 884 884 884 4- 871 871 880 880 880 880 ......... A W 876 876 876 876 _T ...... 872 1711__ 872 872 872 870 870 868 868 868 868 ........... z 864 864 864 864 1 1 860 869 • 0, 869 860 860 860 85 856 856 6 856 ---------- ...... 00 C01 852 852 1852 852 868 868 -20 0 20 40 0 20 40 867 867 866 866 A ATASCADERO AVENUE --- SEC IONSW 865 -1-J 865 SCALE: 1'=20' 1 1 864 .... . .. 864 L 3m) .5� 0 1 -1, 1 t-N. 11%1-7 An-If 863 863 C" I A.. ff -F rE I U, 14 862 862 R E V I S 1 0 N S PARCEL MAP AT 07-0229 PUBLIC IMPROVEMENTS These plans and specifications, and the q0. BY DATE D E S C R I P T 1 0 N QRQ ESS/QNBideas and designs incorporated herein, are f rtz b 1kobeirts lEintgrunteeirunt('9 instruments of service prepared for the • A4#L 4pkid - I- I.%- STREET IMPROVEMENT PLAN ATASCADERO AVE construction of work shown hereon and Timothy P. Roberts 5366 shall not be used in whole or in part for any other project without written authority Civil Engineer - RCE 35366 W.SM= t 0"35 66 of Roberts Engineering, Inc. CITY OF ATASCADERO, CA cv 2015 Vista de la Vina Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, SHEET- CIVA. Roberts Engineering, Inc. All rights Templeton, CA 93465 ACCEPTED BY: reserved. Copies of this drawing shall Phone (805) 239-0664 X CIVI have this notice. 12-18-2014 C-2=0 Fax (805) 238-6148 TIM&HY P. ROBERTS, R.C.E. 35366 EXP ,,,g4,", d-15 DATE C�F c Email robertseng@charter.net SHEET N0: DRAWN BY: DESIGNED BY: CHEC 00 David Athey, PE, Lic 59384, Exp 12/31/15 DATE JOB NUMBER O Interim City Engineer im TR Nq - 14-010 2 OF 6 ------------- 3 J�E MIN ?'11EI V 4 ---------- ...... ------------------ ------ ------ ------ m. ------------- ------------- ATASCAD ER o U SEE SHEET 5. C2.0 VARIES SEE PLAN CURVE DATA TABLE W CONSTRUCTION N OTES. CURVE DELTA RADIUS LENGTH Z Z C1 19*35'05" 430.00 146.98 30' 01 STREET SECT) PER DETAIL ON THIS SHEET AND SHEET No. C3.0. C2 5*29'35" 410-00 39.31 Z Bi C3 400-00 124.5�_ 6 4" 6 20" INSTALL 6" CURB & GUTTER PER CITY OF ATAS. SM. No. 418. 17*50'44" EXI>TING 0 CD (TYPE A) C4 f 11*35'44" 420-00 85.00 OE C� C5 72*39'44" 50.00 63.41 3 INSTALL 4' SIDEWALK PER CITY OF ATAS. SM. No. 419. 0 T 2 OT 21 C6 29#49'09" 35.00 18.22 EXIST TRE S 2X C7 18*43'54" 55.00 17.98 I I TO 6E 2X 1 4 INSTALL RESIDEN71AL DRIVEWAY PER CITY OF ATAS. SM. No. 423. 1 LOCA 7; C8 14"00'03" 100.00 .44 1 LOCK Y-rzA �• \, \ VAR.- C9 14'00'03" 1 120.00 1 0 INSTALL P VERS IN E OSAWCUT 2' MIN. FROM EXISTING EDGE OF PAVEMENT TO PROVIDE (C) OOT ZONE PER DETIHIS SH T 75 fy VERTICAL SURFACES AND SQUARE CORNERS. CUT EDGES WILL BE 4! SIDEWALK • S N3+66.0±-13.5'± L xis'nq AIL BOXES -if STRAIGHT AND NEAT IN APPEARANCE. (FIET. SPMHPER CITY OF W ki0)ATAS SM. #419 Z RELOCA 0 PAR Y S 12+9§ - 0. 5'6* CURB & 18" CONNECT TO EXISTING WATERLINE, (EXACT HORIZONTAL AND VERTICAL PER US T 0 E VERIFY LOCATION) EXIST. A.C. (D EQUIREME GUTTER PER CITY LOCATION TO BE VERIFIED IN FIELD). Ld EXIST. TREE 0 ATAS SM. #418 PAVEMENT r_ PROTE N P1 E OINSTALL 1" WATER SERVICE CONNECTION AND WATER METERS PER Cn C) STA. 12 74.02- T 2.5" MIN A.C. PAVE A.M.W.C. SMS. No. 103 AND No. 104. 1 a. 0 BC 13 6.3 N ANDRES AVENUE= OVER 6" MIN I_ cn 0 00 STA lf�+89,.? (6 IX .* . 00ATALSQADERO AVENUE (L EXI G TR CLASS 11 AGG. BASE CONNECT TO EXISTING SANITARY SEWER, (EXACT HORIZONTAL AND N --I �6 10 EM VERTICAL LOCATION TO BE VERIFIED IN FIELD). T > 44 + Z 0 04 -0 FS 41 04 EXACT STRUCTURAL PAVING SECTION SHALL BE DETERMINED BY "R" INSTALL 4" P.V.C. SANITARY SEWER LATERAL PER CITY OF ATAS. SM. W 0 km . I VALUE OF SOIL AT SUBGRADE AS RECOMMENDED BY SOILS ENGINEER, T.I.=5.5 No. 603 & No. 702. iR 876.32 7 5.'17� TC rl, •,� \, \ \ ` ``'�.. to At W in + A CONNECT TO EXISTING STORM DRAIN, (EXACT HORIZONTAL AND a I -, ,, + SAN NDRES STREET SECTION........ OLLECTOE-1 VERTICAL LOCATION TO BE VERIFIED IN MELD). 00A0'r'_ STA. 1 9.2' RT 0 4.7 A. N.T.S. 11 INSTALL 18" H.D.P.E. STORM DRAIN PER MANUFACTURERS SPECS. S EXISTINGSMR\ A A. 18 .e-. 12 INSTALL STORM DRAIN CURB INLET PER CITY OF ATAS. SM. No. 502. NOTE: E TRACT 2959 PUBLIC IMPROVEMENTS TO BE 2 13 INSTALL TEMPORARY CATCH BASIN (FUTURE CURB INLET) PER CONSTRUCTED CONCURRENTLY. SEE TRACT 2959-- MID-STATE CONCRETE PRODUCTS, SEE DETAIL ON SHEET No. C4.0. STFrtET IMPROVEMENT PLANS FOR CONTINUATION \ \ `\ 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. SM. No. 427. NTS. \> OF �FRONTAGE IMPROVEMENTS. (8 ;Z AIR VOL BLOCK _JML. $2 PERMEABLE ROMAN -Tp� OR EQUAL, ASTM C936 15 INSTALL STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. SM. A2+00 C: 875.61 FL *0 EXISTING SANITARY SEWER 1W No. 427. �Co: W 5---7/16"x8--1/4"x3-1/8" (FIELD VERIFY -H W N 87*21'31" W U-1A 16 INSTALL 12" WHITE TRAFFIC PAINT PAVEMENT MARKING. to C9 _P W W TERLINE 0 CID _0 ASTM NO. 8, 89 OR 17 INSTALL SIDEWALK RAMP PER CALTRANS STANDARD A88A, CASE A. W • W IM - W W ------ 04 9 AGGREGATE TO FILL JDINT C*4 2 (0 Vil cn EXISTING STORM DRAIN TO BE ABANDONED. BACKFILL WITH 1-SACK C/) WV + ASTM NO. 8 STONE BENDING N J&P) CEMENT SLURRY AND CAP EACH END. + Z 12" ASTM NO. 57 AGGREGATE BASE CUT-IN & INSTALL 6"' TEE & VALVE W/ THRUST BLOCK PER (n XO W EXISTING FIRE HYDRANT REQUIREMENTS OF AMWC, SEE AMWC STD No. 116 OF WAY SOIL SUB-BASE Vol( Z 21 PErr"_'"\% MEABLE PAVER DETAIL11- DIAGONAL CURB RAMP NOTES 0 20 40 woommmoi SAN ANDRES AVENUE PLAN 1 . Ramps shall have a running slope not steeper than 1 :12. (11 B-406.2.1) 2. Where provided, curb ramp flares shall not be steeper than 1 :10. (11 B-406.2.2) 1 INCH 20 FEET 3. The clear width of curb ramp runs shall be 48 inches minimum. (I I B-406.5.2) 12+00-00 4. Landings shall be provided at the tops of curb ramps. The landing clear length CL shall be 48 inches minimum. The landing clear width shall be at least as wide at 11 +50 12+00 12+50 13+00 13+50 the curb ramp, excluding any flared sides. The slope of the landing in all 896 ---- 41 t 896 directions shall be 1:48 maximum. (11 B-406.5.3) 881 1881 892 892 oi 5. The cross slope of curb ramps shall be 1 :48 maximum. (11 B-406.5.7) 888 D7- 888 It I= 6. Counter slopes of adjoining gutters and road surfaces immediately adjacent to a. _1AT 'EN'rERI.INE 884 884 6J Ine and within 24 inches of the curb ramp shall not be steeper than 1 :20. The 880 11,%8=g4.44' T DID OF CURE 880 880 NISI I GRAD 880 adjacent surfaces at transitions at curb ramps to walks, gutters, and streets shall 0 1 . ....... 876 876 0 be at the same level. (11 B-406.5.8) ......... in _& SHEET C2.0 872 872 879 im 0 C6=18.'22' - 879 7. The bottom of diagonal curb ramps shall have a clear space 48 inches minimum !9 0 0 :Jt W 868 868 d %14 4M .0 outside active traffic lanes of the roadway. Diagonal curb ramps provided at LO F_ - W 864 864 + 860 1 . / I � Q 8718 -- 878 marked crossing shall provide the 48 inches minimum clear space within the pi 860 Cn T I,. 04 856 markings. (I I B-406.5.9) 00 856 1 015.) C 9100 1 W00 + -40 -20 0 20 8. Diagonal or corner type curb ramps with returned curbs or other well-defined 877 C4 U Ld 877 cn edges shall have the edges parallel to the direction of pedestrian flow. &I.- zzl jj� Diagonal curb ramps with flared sides shall have a segment of curb 24 inches ___ -_(n I 876 876 00 00 12+50.00 long minimum located on each side of the curb ramp and within the marked R/W CL crossing. (11 B-406.5.10) 896 896 9. Curb ramps shall have a grooved border 12 inches wide along the top of the 875 875 curb ramp at the level surface of the top landing and at the outside edges of -4 892 892 T I I - - W,I the flared sides. The grooved border shall consist of a series of grooves 1/4inch 888 888 - V_ 874 r_r -Y 874 No--- Uh. I --40* - wide by 'Ainch deep, at 3/4 inch on center. (11 B-406.5.1 1) �OCA71%) 884 884 ...... OWD 10. Curb ramps shall have detectable warnings complying with Section 11 B-705 880 880 1 27;111 ---__ 876 11 . Detectable warnings at curb ramps shall extend 36 inches in the direction of 873 873 876 ..................... 872 travel. Detectable warnings shall extend the full width of the ramp run excluding 872 ....... ......_0NWWf_ 868 any flared sides. Detectable warnings shall be located so the edge nearest the 868 872 do 872 curb is 6 inches minimum and 8 inches maximum from the line at the face of the 864 864 M RM' RA N 860 ---------- I _-A 860 curb marking the transition between the curb and the gutter, street or highway. BE AMAN OND_ Z ............. 856 856 (11 B-705.1.2.2 CBC) 871 871 -40 -20 0 20 12. Sheet C-2.0 of Tract 2959 indicates an island at crossing. Raised islands in crossings shall be cut through level with the street or have curb ramps at both 870 870 sides. The clear width of the accessible route at islands shall be 60 inches wide _L_J_ 0 CID 12+98-73 minimum. Islands shall have detectable warnings complying with Section I F - -------------- R 11 B-705. (11 B-406.6 CBC) 869 L J 869 896 896 13. Detectable warnings at pedestrian islands or cut through medians, shall be 36 f3w SANITARY sr WE s. 892 ave 4. 892 J I inches minimum in depth extending the full width of the pedestrian path or 868 868 888 8138 04 cut-thorough placed at the edges of the pedestrian island or cut-through 884 884 . median, and shall be separated by 24 inches minimum of walking surface to 880 880 867 867 001 (0 -1119- without detectable warnings. (I I B-705.1 .2.3 CBC) 876 876 872 872 14. Detectable warnings shall consist of a surface of truncated domes and shall comply with section 11 B-705 for dome size, dome spacing, contract, resiliency, 866 866 868 ... 868 t !1' 864 864 and color. Please note all requirements on plan details. (I I B-705 CBC) 15. Sidewalk cross slopes shall not be steeper than 1 :48. (11 B-403.3 CBC) 1 1,-%1-%1-7 4 OP f-%d'I I I I 6 865 865 8 0 1860 r 1 U N l'A_. /_k J 16. The clear width for sidewalks shall be 48 inches minimum. (11 B-403.5.2 EXC.3 K tIII I C7 Q% N. K I I ED 856 -------------- 856 L CBC) 11� 852 1852 864 864 -40 -20 0 20 • �� ���f-�"Z-' 11140 R E V I S 1 0 N S PARCEL MAP AT 07-0229 PUBLIC IMPROVEMENTS These plans and specifications, and the BY DATE D E S C R I P T 1 0 N I SS/I ideaasignsiorpraheein, are Robeirts Eintgnunteeirunt(gir--v- enstruments of service prepared rein, &kft: - I_ SAN ANDRES AVENUE SECTI ON S P. ff construction of work shown hereon and Mgt •Jr!�Iivw ofmmy ft s Timothy P. Roberts STREET IMPROVEMENT PLAN - SAN ANDRES AVE shall not be used in whole or in part for SCALE: lf=20' any other project without written authority Civil Engineer - RCE 35366 < of Roberts Engineering, Inc. CITY OF ATASCADERO, CA EXP.V"( *-' 1 2015 Vista de la Vina Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, SHEET: CNA. Roberts Engineering, Inc. All rights Templeton, CA 93465 reserved. Copies of this drawing shall ACCEPTED BY: Phone (805) 239-0664 J�x 1 -18-2014 CIVIC have this notice. C-9-1 0 Fax (805) 238-6148 TIM&HY P. ROBERTS, R.C.E. 35366 EXP 15 DATE V11 Email robertseng@charter.net 00 % I J , JO SHEET David Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN BY: DESIGNED BY: CHECKE15,1§1y: A. -k , B NUMBER T NO: Interim City Engineer im TR 14-010 3 OF 6 VAR W Z 1 8' CITY # 18 4 ---------------------- ........... ------------ -------------------- ........ ---------------- ........... -------- - VARIES SEE PLAN 30' � '`' : "CORE AND BOO Tr- .-+•-iYr CXI ST DI, C'-�.. '2 1 <,a- ,i 5•`- 87 00; 4 5 Gry j INV ELEV. ?_. �r` -...-.•--'_.-.--.� .mU.»«.. ' O' -,..-•Irr ,_''"'�^�Ir.:.',';:t�.. INS TAL NEW'CONC i CURB AND '-GUTTER VAR. 81' OF 12" HDPE o n T r S 17ORM SEWER, Sµ 0 Ar. 4' SIDEWALK - 0.0174-,FTF'r ;?= PER CITY OF / ATAS STD. X419 EXIST - 6 CURB 3c 18 REMAIN GUTTER PER CITY { t-- . A.0 0 ATAS STD. #418 PAVEMENT. 27" OAK TO i. `' TRUNK & BASE AS .a- _ :" SHOWN) .,, �375.34� 2.5 MIN A.C. PAVE STA. 12+53.5 \ ,- AVER " MIN ,';.•.. .. � INSTALL NEW'CITY � :<•`'• .'-•' .. CLASS II AGG. EASE STD 502 DRAIN INLET FL ELEV. 875.72 INV. ELEV. 873.72 V " 875.85,E * EXACT STRUCTURAL PAVING SECTION SHALL BE DETERMINED BY Rol F s t 137&-09,,,.... O� ),.;, � _ CdNl'b_RM NEW VALUE' OF SOIL AT SUBGRADE AS RECOMMENDED BY SOILS ENGINEER, T.I.=5.5 cls TREE �,, ` {: EXIST"'SAWCUT LINE =r;, ;,.'.: CURB & GUTTER .r. TR E EET .�, .�, .. ,�, ,.,` ..,, `;. :':.•. �O C PVINTISNp %, CTOR i YL...• ►�,.,.C �'�,.,'N �4.+1 stn.Lp.W.. �- IKE ura�iM.ee.awupa..r+wr..es.w.e_ernwerarsar...rrrr.rerawr.wurrrrrw.wewwawxiwrrr...rwuw.w.rwu..r.r.rarrr.ruriruw.nw..rwar.ur �r.arrurwrwrrnr.awnr..w.aewrwwrurruMn .. `a .. DIKE NEW ACD AT N.T.S. ; _,SURFACE PER CITY STD: 418 876 CONFORM_.T0 EXIST' Sr . 'CURB & GUTTER �s P3 20:5FROM CL TO C,� ®�. r -�--�- -�_---- STA 12+,x•8.42 -FACE p CNOTES. CURVE DATA TABLE ,;: ,(. �OF" AC DIKE CURVE DELTA RADIUS LENGHT i' CONFORM NEW 1 STREET SECTION PER DETAIL ON THIS SHEET AND SHEET No. C3.0. C1 14'00'03" 120.00 29.32 �_ '' REMOVE EXIST CURB & GUTTER NEW SAWCUT LINE CURB & GUTTER,.,, TO AC PVMT AND c2 87°57'29» 30.oa 46:05 AND INSTALLDIKE• ' 2 INSTALL S" CURB Sc GUTTER PER CITY OF ATAS. STD. No. 418. C3 1110051,1111 1591.60 307.96 : .,..,._ ... ;., ...•. • -• ' ' `�• NEW CURBAND C4 9°2044" 1573.60 256.67 A GUTTER' ., coNS7Rucr 3 INSTALL 4' SIDEWALK PER CITY OF ATAS. STD, No. 419. C5 6°59'36" 2203.70 268.98 „ PAVE SECTION C6 4002'28" 2185.70 154.16 4 INSTALL RESIDENTIAL DRIVEWAY PER CITY OF ATAS. STD. No. 423, 02 28 :' ' `•� c zu 40 C7 134°10'07" 30.00 70.25 ..' _ ... .... (D SAWCUT 2 MIN. FROM EXISTING EDGE OF PAVEMENT TO PROVIDE CS 24°08'1}9" 40.00 16.85 t ;,; 1 INCH = 20 FEET VERTICAL SURFACES AND SQUARE CORNERS. CUT EDGES WILL BE C9 24*08'lE9" 40.00 16.86 STRAIGHT AND NEAT IN APPEARANCE. C10 6'21'07" 417.00 _46.23 CONNECT TO EXISTING WATERLINE, (EXACT HORIZONTAL AND VERTICAL C11 --26°31'28" 40.00 18.52 SAN ANDRES A ..,,_ PLAN 6C12 21°58'15" 40.00 15.34 88a LOCATION TO BE VERIFIED IN FIELD). C13 3'11'10" -410.00_ 22.80 �- 1 ~7 INSTALL 1" WATER SERVICE CONNECTION AND WATER METERS PER C14 19 35 05 430.00 146,98 ��-�d A.M.W.C. STDS. No, 103 AND No. 104. 879 8 CONNECT TO EXISTING SANITARY SEWER, (EXACT HORIZONTAL AND t VERTICAL LOCATION TO BE VERIFIED IN FIELD). 878 8 8 a _ �' FI X31' F 1L" qPE Y 9 INSTALL 4►� P.V.C. SANITARY SEWER LATERAL PER CITY OF ATAS. STD. ? AD �, No. 603 AND No. 702. { S O. I 0.01 I4 T/F 8 7 SCONNECT TO EXISTING STORM DRAIN, (EXACT HORIZONTAL AND �' ' _ ! VERTICAL LOCATION TO BE VERIFIED IN FIELD). - I � _c.�.._ _�.._._.u_ .�.�_.,_. .W c -a..E cY :r T DRAIN PER MANUFACTURERS SPECS, 8/�'F 8 78 1 11 INSTALL 18 H.D.P.E. STORM D TO OF CURB + r D E BSE :OF REE NEW fCON e- 02 INSTALL STORM DRAIN CUR© INLET PER CITY OF ATAS. STD. No. 502. GU' ._ ._ GU TER FL�W GUTT R «� 13 INSTALL TEMPORARY CATCH BASIN FUTURE CURB INLET) PER 8 5 - - � - - -- 877 - -r - LI - -�^ - - _ { ( I �. _ �_ _ I MID-STATE CONCRETE PRODUCTS SEE DETAIL ON SHEET No. C4.0. 14 INSTALL STREET NAME SIGN PER CITY OF ATAS. STD, No. 427. _ �� ._ �,_ M ' ._ _ �.. _.. _.� . �._�_. 876 15 INSTALL STOP SIGN AND STREET NAME SIGNS PER CITY OF ATAS. STD. - 3 Na�. 427. _�.. 873 16 INSTALL YELLOW THERMOPLASTIC STRIPING PER CALTRANS STANDARDS. _ w 17 INSTALL YIELD SIGN PER CA MUTCD STANDARDS. �� '' i 872 z _ - 18 INSTALL SIDEWALK RAMP PER CALTRANS STANDARDS A88A. -- r "STOP" TRAFFIC MARKINGS PER CALTRANS STANDARDS, __.. ._ _ _ _.._. ' .. _ C7 j _., 8 74G INSTALL 8 71 -- _ u.�_ _ THERMO PLASTIC (TYP.). 20 INSTALL DETECTABLE WARNING SURFACE 3' MIN. DEPTH PER CALTRANS /-� `n��`' �I Mi� I 7 _p � - < �µ STANDARD DETAIL A88A �� L 8 71 !<n _ I �? N Ow I y �0. 00 a0 o ab CO 868 _. ] -_ _ w._}.__ .. _, w •-�h'O 8 0 I .._ .w Sm N I _.. Ln i\r I w h G� w ' '� i `'�rR c .� co a?oo _ f I yy��/y M,4 fir• ,N vJ L ..�,� r F ...M� v....... 1 v 0 h 1�, 867 U1 Of�04 '12-l-5(J 13+00 ____ SCALE � ------------- 99 9 STOF, 1Y1 wJ1._ WE FPROFILESAIN ANDRES ! \VENUE PROF-IL._ SCALE _ Hariz.: 1 "=2a' VERT. 1 " 2' VERT. 1 "---- 2' 1 / `lOr /+' l� usrrrrrrr°renrrwr�ero,sanirm.renrsxirahrwrwurrinenwnewrrrwrr°rrr.oearerw.wuwwrrrwrrnnamwwraawrww.rn+arrrrru.rrrsrwranrrrrurrrrnwnmrrwr wnrwrnwwrrnrruwnwrrrrrwarrr�msrraw�a.avnrwwwawr+rrawwniwuswrwrrrsruw.w,wwrwrwuriwrwranrriwnrwrwur+rmnwin.�ururuwrt wrwrruruorrw,rnrrrw.rrrrninrcwrur.wrr�uinrwnwwrwrrrrMnwrwr.a�rrwrNn.w.wr�w�ru wrrr�wnwraraMar.wYwnrrrwwrrrrrawar.wwurrrwNn.rrrawur.wwrwrw.wwr>.rMawrwnrrun+�rrrwrriurwrwuw.w��.urrrarnruwwnu,rurrrwrnwra.wnwrrrrMamrwr.w�urri R E V s S 1 0 N S � PARCEL_ MAP AT 0I�-0229 SITE lMI��(��EI�EI\ITS 7 These plans and specificctions, crud the N0• BY DATE D E S C R I P T 1 0 N R�r �(}J i d e c s Cl 1 d designs s C n s i n C o r o r a t E?d herein,e r e 111, C]r E Al r4 rrrnrrwewruunww.wrerrw.w.nuwrsrrrw.rwr�wrwr�.waw.r�uww�rw«art.wwwa�rear .w�.rrwwatu�w,w.w�.wnrarwe�nrr ( ESS �\ p '�.c0���l�cE.•a `l �E�CII� unteei l'Unt( <<1�, instruments of ser�iice prepared for t> e _ ` ;> � � IMPROVEMENT ���� "'" �� construction of work: shown hereon and 4�1= 4� SAN ANDRES AVE shall not be used in whole or in part for Timothy P. Roberts /' 3,.. rnw.w.wr+s.wr.w.rtwnraw.rnwarwtrrr.r�awrru.rrwnrurwurwr�r�wtr. wr.r.w.wa awaww. �C��� ►�� !�a1 cny other project without w�itter cuff-ority _ �] �x Civil Engineer - PCE 353 _r n �°�y <� z=i 66 cf Roberts Eng neerinc�• Inc, g CITY OF A 1 I"�S�_rA�, ERO CA } E 9/30/15 Copyright015 Vista de la Vina < k\ ';p• �• c 2��1� T i rn o:h'y F. Roberts,R O b e r t s �, rawrwenrrwwwrrwru��erwea.,.r / c rrrrwrr.wr wrweruaw we.rrwrw rrew°wwrrewwrrrrrwrwrrewwaowr.wrrnrwrrwewaewawnaa.r"uw.r.rrurarr.rwgr.wrrrnt. e. Templeton, C�.934�i5 ' �a I� J y Roberts Engineering, nc, All rights �` PEET: reservuc• �api?s f this drawing sh<al I a REV. 11-18-•2015 �C'IV'�1 ���;�i� have to s novice, 1 Phone 0305) 239-Ob64 , ' ,,, .tea 1�„�� � ,, 12--1�3--2014 � � Fax 805 238-6148 � � r ��o,,.r.. 1 C! ��OF (�: ���� � ) TIti1C Pl F. ROBERTS, R.C.E. 353615 EXE'. � 3C-1,a DATE Email robertseng(7charter,net �-..� ewwswewaerrewrrew rar.rerrresea�wrawwa weweswwwawewrwraw.w wr.wrrrwwrweeserrwrwerrer ewewreerr.www.wr.rer DRAWN BY: DESIGNED BY: CHECKED BY: SCA-E: JOB NUMBED SHEET NO: <\ r- JM TR TR NOTED 14--01 d 3 of 7 .waae.rerrraaarawewrsmeaoeeariaaaoesofawwaaeemaerrsee®waomexarwonraeorrmeiawaw.nranw.ss.aeeerr.rarurrrsr.nsnwrrwrwurrarr.'nrr.aararr.°r.raarnaarar�aa.r.rrrw.wuwiuww.witirnwwrraw.rwwarrerruruw.rr.rrwerirewururrawrsrrwar.wrtiwraww.rrr...torr.w.wrrwwrwurrnaur+.rrrwrwuMrw>.nw.raw.w.wwservrwarrrar.rmw.wsrwrrw.wrr.w.nmwawwewrwuransnwmwwrsens.ewawwverarimarorpure.r.wa romrrer.enw.v.riorrweaaswrwrrr.wreae.rwwmwnse.w.rswrw.rurraawr.rtes.wrowww.enwwrwww.warwrw.r.r..w.aururrwawawrsuawewrrnw.wtrr+ rwr�ererrwr.ruarwwrirr�..wnwrrwrtarwrrnawa.rewnww+.wnwrrwn,awrrr.wwrsrr.wr.iurrawwnrwur.wwurrw.wrww.wuri rwruu.war.wwrrnrrrrwrrwrrrwnwrw.r.ruww.raw.w.as.ru+rrrr.w.rrr.arrrarr�a*tr. rwr..nrrr�r.wrwerr+trw .rwtwrtwurwaiw...rru r.rnnwwnwrae.oMwwra#o .aa.wrstwatwtw wwarwartwwri.wriurr REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS REVISIONS APPROVALS D COUNCIL RESOLUTION NO. 26-92 3 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 -3/ DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/10/92 DESCRIPTIONS BY DATE APPROVED COUNCIL RESOLUTION NO. 26-92 3/ 10/ DESCRIPTIONS BY DATE APPROVED 92 _10/92 1/2- R. 12 1/2* NOTE- REINFORCING STEEL SHALL BE #4 BARS AT 18- O.C. PROPERTY LINE BATTER PLACED 1-1/2* CLEAR TO INSIDE OF BOX UNLESS OTHERWISE PROPERTY UNE NOTED. BASIN FLOORS SHALL HAVE WOOD FLOAT FINISH GUTTER LIP- AND A MINIMUM SLOPE OF t.1 FROM ALL DIRECTIONS TOWARDS BACK OF CURB EXPANSION JOINT OUTLET PIPE.. USE CLASS Am P.C.C. FACE ANGLE TO EXTEND GUTTER FLOW LINE!\,, 6's 1-1/2 '^"?DRIVEWAY%,-'0` T_ SAME SLOPE "*`�N FILLER RESIDENTIAL- 12 MIN 6 88M AS GUTTER FULL WIDTH OF BOX.. WATERPROOF 1/214 - RAD.--•-03/4" RAD. 1�� SEND (45-) BACK OF SIDEWALK STOPPER & - ------ 20' MAX. 4 MIN DIA. SEAL VARIES EXPANSION JQINI 10 COMMERCIAL 16'MIN. t I r 7 A 36' MAX. 7- A 5' MIN. _alL - 1/2- EXPANSION 21-!74-r _ 3 E M o L PAVEMENT 4!-6* MIN JOINT 411 r MIN - I - 3" N 4* MIN. DI 3 5 L A A SEWER LATERAL 2-' 16* 10 0 x 6 /--SIDEWALKA. I 6 WIDTH TO k.,, 1� PLACE 1/2*x36" IS POINT 3 ffi ANCHORS \7 STEEL REBAR 03100= 0 WYE AT END OF 10* 600 .1..,e 2- 11-3/8! YMIES LATERAL NOTE., NO LATERALS ARE TO BE CONNECTED TO CLEANOUTS. APPIOAr A R N TYPE 3* MIN SEWER MAIN ELAN TRUCTURF b S LAN BACKFILL. z TR4CTURE 80 7 3* A CITY ENCROACHMENT PERMIT AND PROPERTY LINE -9ACKI R/W t INSPECTION ARE REQUIRED FOR SEWER 7 3' MIN 4! MIN. ri SERVICE AND INSTALLATION. A-C, DIKE r 16 MAX - 2X I t 2-W t "CURB SCORING UNE WSM 17, tot +�, • r ; • PAVEMENT GUTTER F1_OW` LINEPLAN - -% I SECI]ON A-A PAVEMENT WIDTH MEASURED TO THIS POINT- • -'s. A GUTTER 2" CONCRETE COLLAR BASE MATERIAL 6* 4-1/2" HIM t 7 kD. EVANSION JOINTS 1 SHALL BE PLACED PLAN 8'-0" OR LESS 6" RADIO 1 9* REMOVABLE CAP AT 2W INTERVALS. 0-1" To 1/4 /4- RADIUS OR PLUG 30 le RAD. 1 ENDS OF ALL 8 20*-0" 8" 69# le ;b 2E .30 CURB RETURNS.AND CURB & GUTTER SAME SIZE AS MAIN EACH SIDE OF DRNE- HEIGHT IAULE ANGLE TO -1/2" x 2-11r x Ile � I ,,, . LINE (6- MIN.) WAY DEPRIMSIONS. 1 2w NOTE: MIN. LATERAL SIZE: 12 A 30 60 1/2' RAD. 1-3/4- THE INTERVALS 3! VARIABLE V MATCH ? LATERAL SHALL BE CAST.IRON PIPE 4' DIA.; MIN. SLOPE BETWEEN EXPANSION 12" RADIUS% TOP OF CURB /4 TIM CURB FACE 1/2- 0 0 IS" O.C. OR PVC PIPE ENCASED IN CONCRETE Ile 0 x 180.0z:�� JOINTS SHALL VARY • 5-1/2- MEN THE COVER IS LESS THAN 36* 1/4!' PER FOOT TO ALLM MATCHING 1. SIDEWALKS SHALL BE CLASS 8 CONCRETE; A MINIMUM OF e THICK. APPROACH APRON%.II OVER THE TOP OF PIPE. OTHERWISE, PLACE 1/2*x36* GREASED SMOOTH OF JOINTS ADJACENT V ePgfflgSSEDSU �2- RAD�IUSI LATERAL SHALL BE SDR 35 PVC. STEEL REBAR EXISTING IMMVE- 2. STRUCTURE BACKFILL MATERIAL A MINIMUM OF e IN DEPTH AND COMPACTED NIII UP GUTTER FLOW LINE0 FACE ANGLE AN!QH AT END OF MITERED BENDS (1/8) REBAR W/SLEEVE MENT& TO A MINIMUM OF 9OX MAXIMUM DENSITY SHALL BE PLACED UNDER THE "---1/2* EXPANSION JOINT 112" EXPANSION JOINT LATERAL WR� BXPKF'I • NOTE. FRAME SHALL NOTE:GRATES TO BE BICYLCE PROOF DOWEL OR #4 AT ALL EXPANSION S L'. SIDEWALK MEN THE SUBGRADE HAS AN R-VALUE OF LESS THAN 70. ELEV�TION BE DIPPED OR PER STATE SI PLAN D77-8 PC BERAN IN WYE JOINTS AND OtAL EAS CONSTRUCTION JOINTS. TYPE A 3. 1/2* EXPANSION JOINTS SHALL BE PLACED AT ALL CURB RETURNS, DRIVEWAYS PAINTED IN ON Y "0"1111111111111111111111-1/8 BEND (45') KUM SANITARY SEWER LINE COMMERCIAL QUALITY AND AT ALL INTERVALS NOT EXCEEDING 25. ASPHALTUM PAINT. CURB 1/2' x 18* SMOOTH, GREASED DOWELS 2e O.C. TO BE PLACED THROUGH 3 112r"x I DROP SLOPE 2' CONC. INSTALL THE EXPANSIVE JOINTS. SAME AS SIDEWALK DETAIL "B"I 1 3" MIN. WATERTIGHT SEAL SEWER MAIN IF NOT CONNECTED 6-1 2X n NOTES: n TYPE PA" AND *C" CURB TO BE CLASS 'S' P.C.C. ---- /-I" UP 1/2*J 4. WEAKENED PLANE JOINTS SHALL BE A MINIMUM OF I-Ile IN DEPTH AT • % *S! SHALL BE MARKED ON CURB OVER LATERAL. BOX WITH CAST IRON FACE U TO BUILDING SEWER. NOTE: WELL TO BE No 4TT VALVE 7 2 DIKE TO BE TYPE *B' A.C. 3 INTERVALS NOT TO EXCEED W. FOR USE WITH .. . . . . . . 2. THE "S* SHALL BE STAMPED INTO NEW CONCRETE AND COVER (BROOKS PROD- STRUCTURE BACK I ;$:.. - FILL PER SECTION 19-3.06 STATE STANDARD SPECS. 2e WIDE GRATE AND SHALL BE CHISELED INTO EXISTING CONCRETE. DUCTS INC. OR APPROVED was 2$-2$0 (24- - V-11 5/8-) CURING METHOD 5. SIDEWALK WIDTH IN COMMERCIAL AREAS TO BE DETERMINED BY THE AN ON 3. THE *Sr SHALL BE NOT LESS THAN 3* HIGH. 2* WIDE EQUAL). CAPACITY SHALL CURING SHALL BE BY PIGMENTED CURING COMPOUND METHOD ACCORDING TO ENGINEER. 6-J JOI T X MIN. AND 3/16- DEEP. BE ADEQUATE FOR STATE THE PROVISIONS OF SECTION 90-7 OF THE STATE STANDARD SPECIFICATIONS. Z*o X3*xl/2 TRANSITION_ PLAN 4. MAINTAIN MINIMUM 5' HORIZONTAL SEPARATION FROM SEC-InON A-6 H20-S16 TRAFFIC LOADING. SLOPE BACK OF IL I _1 WATER SERVICE. 17E PIGMENT TYPE. U CURING COMPOUND SHALL BE W __L_ L NOTE: PIPES THAT ARE UNABLE TO ATTAIN 3* MIN. 5. INSTALL MAGNETIC TAPE AT A DEPTH OF 2e-3e, THEN SECTION SIDEWALK TO GUTTER 3- 5 3/8- CLEARANCE FROM INSIDE BOX WALLS WILL REQUIRE DTICAL FRAME A DESIGN APPROVED BY THE CITY ENGINEER. UP TO SURFACE. --- D!�ttN BY: CITY OF ATASCADERO EtT t3y: CITY OF ATASCADERO DRAWN BY. CITY OF ATASCADERO DRAWN BY: CITY OF ATASCADERO DRAWN BY: R DRAWN BY., CITY OF ATASCADERO DRAWING NO. R DRAWING No. R L DRAWING NO. R.A.L. DRAWING NO. V.S. DRAWING NO. R.A.L. CITY OF ATASCADERO ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DESIGNED BY. ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT ENGINEERING DEPARTMENT DRAWING NO. ENGINEERING DEPARTMENT RF Y.., DESIUNLO BY: D BY. J&NED D Y.. S.J.S. B S.J.S. S.J.S. D� BY;. S.J.S. B D�2TEj/q DRIVEWAY APPROACH S D CURBS 418 2 2 1 SIDEWALKS 419 1'2�2'V/92 423 IDOA27i7/92 STORM DRAIN INLET 502 R 2 SEWER LATERAL LOCATION 603 R72!7/92 SEWER CLEANOUT 605 2 T2�/92 FILE NAME: WITH CONCRETE CURB & ,GUTTER FILE NAME: IF �A%Ed AT419.0%E 29=d 1 02 WG A 3 54I 8 D ----------- TAPE cqAT CT OR EQUAL COLD APALMD COAYM UNDISTURBED EARTH PLACARD 90MM IN TAPE FORM PR0qNRED ACM? 2 AWNA SM C200 MEM?:SPIE D WIDTH X LENGT-WHICKNES BASE E H1 TYPE OF LOC4710N PLACED AT ME rr SLCI�E CR REMR.W0 WALL I go, e 7 W T B H GRATE BII OF MEW?BOX BY CUSMME?(SEE .0" to 12X12 4 4 VARIES TRAFFIC RATED LOCATION it CONNO~0 mvi 0"W-\ 61 Mw NOTE 1) IIACK OF x_- SANGIUT 2-Mk AC OR INAIMW El WG N iff E 18X18 5 5 VARIES TRAFFIC RATED 4�7F 120 VIRES SIDEW PIPE szr BEARING SZE 24X24 RATED SNVPID 7.63 LOC4 CLEAR nWM 336= HIM CONEC71QN IQUAL . 15 Sr. -1 6 TRAFFIC RATED MAMO OR SNOULM A 36X36 VARIES PAS MIN HES ::d RELAME COAPA071ON 7 Sr. A 100 11 SFI M477W MAUMM 9W DIMENSIONS ARE IN INC Of MAUX 4 SF. GALVANIZED STEEL GRATE H-1 1 .90 WARW 2&F. rT 0 AF7W AMOPOILM AND 2101 3 4 4 mo =AM CORNERS AND A SCREDW SAND M Tfi COMPACTM 7W LTE PAMMINT AW fiL L* X. SANWT TO PROWDE A W?7ML SURFACE WIN je-Am RELA77W COAPA011ON 24 SI AND MEAT APPEARANCE SOREEI�0 SAW XW 7 RELATIW COWACI cow? saumm MW an 1. "*a KL ATIEWT W INSTALL NE=$AT A L=MW PMYERRED BY 1W CUSMAMN AS LOW As ir RELAME CaVAC710M TO BE PLACED AV TO BE PLACED N ONE FOOT LFM COMPLES W7H A. SIXAVARRS M064 mw-u*aa FOOT LrW (SW AL7MVA17WNO7r#0 %Y--. 1EAaf WAY (ISMEr ALMNAME NOW AN) I &VMS SHALL BE MIALLED MMM WE NOT OF WAY. THE WAM?SERWW PLOE SNAIL BE Pmae"aXAR 7V 7W,MW 20 MIN. W 14 W470 COPPER' • A 1.. 11 r 92 MACER WRE I NORMAL MEMR LOrATIONS KL BE NEAR 7W PARCELIS ONWNAY ENMANCE BUT OMM LOr.477ONS MAY BE ACCEPTAME 2 !6 REDUCER SIM I-0 CO47ED COPPER 4, ME=SMALL BE AVSTAUED WOW IT IS AW7EC FROW MAM4 SWOK SOE SUPPAG& SURFACE NAMT OR 6 • MACER'WRE LARGE 841) SMALL WD BEARING AREA B`AfiI1LGROUND 07M Ate. 7 a*Am --L."m LM (S� SEE BETAIL Na 1W FW APFW"MAMUMS 12" 9&F. SPRrVG LAE Ar MAX HAUNOWNG I MOER SHALL NOT BE ON A SLOPE GRE47EN MAN 10 PERCENT \z/ 120 to" 5&F. HAUW" (DOW.SIM 11,IAPXMP 6N Bq 60EDaINli Q» 4 Sr. T_ A NEM S111ALL BE PLACED AV A LOC471ON WOW IT WLL BE EASY%Z"IMW ACCEM LAmDsam#4 AND V.*7: POMMAL AUTOMOBILE PANW)AND NOT CREXIE A HAZARD IV PE MAK 11.CL 2W PS UNDIS SM mm 00 Adw. Z FUMM 04VDMONS SW"BE AN71CFAIED AND METERS WL NOT BE INSTALLED WERE ANY PROW"S ARE ANMC SM. 811r Gff to F.4 R TH N07E_- EVECTED TO SM IN WE FUnW_ WATER MAIN 6r MAX r M" I- ;BEARING AREA SHALL BE AGAINST UNDISTURBED SOIL CM7=r aA @ amm i"LK to QWA iw aD.DAMMON Ar PIPE =70MER 8E5WN=7)-_ 2- ALL 800S AND RT77NGS SHALL BE COVERED AND AT APE J%NM B, CUST4MM ARE RESWW FOR AROWDW AN ACCEPTABLE LOCA7M FOR ME PLIr OF THE MEM. UNDIS7URBED TAPED WTH PLASTIC NRAR 30 MIL 1. IMENCH SHALLSE a4CIVILED MATH SQUEEV~(SM A107E.7),LEI AND CONPOICIED IV WX UP 70 WE CUMICAMR A44Y HAVE TO INSTALL FACIUM 70 CaWPLY KITH THESE'STAM0ARDS ADAPTER MIANT&FP S401L BDM mwwwr suss ADE A VE CUSICAfM 6 RESPONSKE FOR BENO AWARE THAT VE FOILLOMM MMS CAN DMT WAM?nOW .1 CONCRETE SHALL BE CLASS A S-SACK. I MOVON SHALL BE RAOMILLED Wftf SCREENED SAW(=NOW 6),LEMER.AND COWA070 WINN ONE FOOT GF` I ALL OWSt-IIED MATERIAL SHALL HE REPLACED KITH SRE04V SAND AND COWACIED M AW SEWWW LINE LEWIA SOWCE LOWE 92&~W AND MAXMN PRESSIM AT MAK AEM 92r,AND AW= Nozm %&4 at qqmw Saw ca-m wAcER ww nm CORP. ro AmE FPM aPAC RM HADMED NRH MA77W NAMIAL. COURACIED 71D SOX AND LEMLED 710 aWOM 8"AWOK LOC47M IM CUSTaWR MT MAOX SURE ME SVSSEQUENT WATER FLOW AAV PRESSURE AOMr CUS7MA" 1. SEE OCIXIL 103 FOR MEM BOX LOCI ALL SERW=OR M MAW F#1RE MM SEE CO ME VErAL I OWNG MAnMM&WL BE AMWICAUr COWACMD W 90 PRIOR TO PUCEIENT W PIPE ffaIRMENTS AT WE HOUSE STE A PRES9M READING OF WE WAqMr WATER 50?WW LOCAMN OR NOTES: Z ALL OWM6III71D MATERIAL"LL HE ROXACED WIH SCRMW SM AND COURACMD 70 SM HMTANT MAYBE REQ EM FRO1W AALWa IWAVAEMEPAMOMIA4YEVAERNEW.MAWrIXWAL 2 ALL TAPS N DWW W47ER MAW SERWCE SADDLE • -1 BE B40MILED A~M OF 12- P(NPNVG SOLOWENT(LOW PREI OR A PRESSURE REGULAIM(MM PRESSURO AT 7W CUSIMURIS wAu BE MADE or"wa A. MATERIAL SPECIFICATIONS: REN0f SHAL REgW= 4, AS AN ALMNA71W AEVM W?H APPROVAL BY"WC, T U . ? BEARING AREA 1. CONCRETE: TYPE 11 PORTLAND CEMENT ASTM C 150 AND FEDERAL jL M=W MA7Ma syALL BE AmAmrALLY COWA07ED m xw pmeR lo PtAca"r OF Pw- 1(SM NOTE 6).LEI AND COMPACIED M SM MEN RDE OF THE ME70. 70 MIALL AND INAWIXIN 7"FACIMES ARE WE CUSMOM W47M MAIM, ABOVE 7W 70P OF VE PIPE KITH SCREDIED SM .1 AVMRS SNALL BE NSTALLED BEHIIND R40MLLM WIN MAMIE MAMW4 04WACM TO N9 AND AROMELEID M SMUCI SECIM SUSMAX j6. -1/ -112* 45* '900 SPECIFICATION ON CEMENT, SS-C-1960/3, TYPE 1/11 LOW ALKALI, APPROVAL BY APAWC, 7REIVOY 91ALL BE BACIVILED A WMW Of 12- la F WE COMMONS WARRANT, ME CUSI IS RF C!FUR INE NSTAUA7M AND MAINTENANCE OF A SIDEWALKS UNLESS OVIERMSE APPROM PIPE 11-•1/4• 22 4 AS AN ALMMAVW NEWOO, WIH BY AV= @ AV OR W a80W. 11#SUM ► ASOME THE XF OF VIC PW WVf SCREENED 34W(SEE NOTE 0).LEVERED AND COAFACIED IV PDX VIEN a FaucewwTPA wwENT sNALL BE'IV AM"OR AS REWJM BY AGENCY ENQNM BACAnOW PREM001V DEWCE. RN EXAME A DEWX MMID BE AE=VM F A RESGUMAL SM HAD A SIZE BMD BEND BEND BEND MINIMUM COMPRESSIVE STRENGTH 3000 PSI AT 28 DAYS. 0 04 AND LEIIELED TO OlWaW ELEVIVOK NELL HOT TM SI POOL. WATER PI OR El"AIED SMRAOE TAANC COMA09M REQUIRE"73'ARE R40MO WM MI M.4MWA4 COWACMD T & Pff"LL BE R40MUM A0 WE_WW LAE AND COWA09V TO 9W PRIOR M BI ON WE TYPE OF BUSWESS AM OWD?CGIVDMONS MI& 11,SCM. 40 PW 12* 3 SF. 6 IF. 12 SF. 21 Sr. 2. REINFORCING BAR: ASRTM A 615. GRADE 40, AS NEEDED. COMPACTED M%W~ Ta 3, SECONDARY REINFORCING: "FIBERMESH" POLYPROPYLENE FIBERS a WHEN P.V.a Is USER PFE 91ALL.BE 8400ILLED M 7W WNW LWE AM COMP CONFEE"WO OVAL R40001L @ ADAMM INSTAnK MP 100 2 S.F. 4 Sr. a Sr. 15&F. Cafteme nun R40VXL 11. AT 7ur ME OF PAIA"T AND APPLI FUR A MEIER VE CUSMAAER WLL BE QVIEN A PLACARD 70 POST as A SCREWED SAND SIWL PAW 100 X 7WOMW f 4 SEW AND SMALL HAW A sAAv Ewtmawr vNix OF NOT Z SCRIMM SAW SHALL PAW 100 X VOWM J 4 SIEVE AND&MILL,HAVE A SAND EWVALENr VALUE OF NOT ON VW PROPERTY AT NW PAVEW?ED METER SM F MORE MAN ONE AE?ER IS BVNO INSTALLED MAW owacr nuer FW SERMT 71D 7NACER NIRS FM MAX VIM 2 SF. 3 SF. 5 SF. 10 SF. SHALL BEADDED TO THE CONCRETE AT A CONCENTRATION OF 1.5 Lm wm 2a SURE 7W PLA00M AW EACH AMMS IS PROPERLY SIAKED AND PWAWM TO ME CORRECT hWSE 60 POUNDS PER CUBIC YARDS TO CONTROL SHRINKAGE CRACKING. LESS MAN 2a IF VW SITE IS UNACCEPTAR&A.MWa KL NOWY 7w aisnxmTO ARRANGE FOR 7W AEM 7V BE I S.F. 2 S.F. J Sr. 4 S.F. 7. ft-&-GEMIE NMN MECESSARY AND CLEANUP AND ANSI 70 4WOMAL SI & PIPE SUE r#PF,AND PRESSURE BONG"a BE APPROND BY AAWa MrALL0 AT A D1ff0tENr LOCA 7W '40 1 IF. I &F I SF '2 %F. 4. STANDARD KNOCKOUTS. & ppr s= nK AND PlaESSM RmW SMALL.BE APPROVED BY AALWa it ALL 7RENOWS WWN ME TRAMMED WAY SULL BE MOWARLY PAVED WTH r M04 COLD MD(AC UNM PERMANENT IRENOV PAWO IS COWNEM VEIALNa APPROVED: SEAN DETALma APPROVED: J5N DETAL NOL APPROMEM tZIN DETAIL Na APAROMM.- 4AIN WX Na APPROMM .' &W ICAo 01 0 A&40* REI 1%5 0 A 4. RMOV& S CA 0 RMON& S CA* TYPICAL CATCH BASINS EI 1RENCH DETAIL REMM 1% or 71RENC14 DETAIL Ira WATER SERVICE CONNEC71ON UNPAVED AREAS 101 1 . - o PAVED STREETS 102 WATER METM LOCAMON 101 104 woo THRUST BLOCK DETAIL 116 MID-STATE CONCRETE P RODUCT, map N.T.S. Gutter not shown A 0.45" Min AND 0.47" Ma APPROXIMATELY 3/ TOP Dia NOTES: 1.�5 1/400 F Max 0.9" Min AND 0.92" Max, a, X -.41 1. As site conditions dictate, Casa A through Case G curb romps may be 8. Transitions from romps and landing to walks, gutters or streets X BASE Dia Z a used for comer Installations similar to those shown In Detail A and shall b�f,, flush no lip) and free of abrupt changes. SIDEWALK a r � <� Detail B. The case of curb romps used In Detail A do not have to N C SEE NOTES 0: . b, .0 , , be the some. Case A through Case G curb romps also may be used at blo, -1 R /---- 0 - N 9. Counter�.slopes of adjoining gutters and road surfaces immediately SEE 14, 10 AND 11 2 11111! GROOVING DETAIL mid block locations, as site conditions dictate. adjacent to and within 24 Inches of the curb ramp shall not be NOTE 7 0 Ste than 1:20 (5.OX). Gutter pan slope shall not exceed 1* of depth 00 2. If distance from curb to back of sidewalk Is too short to FRONT '71 accommodate ramp and 4'-2" platform (landing) as shown In Case A, for each V-O' of width. EDGE OF 0 the sidewalk may be depressed longitudinally as In Case 5, or C or SIDEWALK 10. Curb ramps have a detectable warning surface that extends 11 01 BAISED TRUNCATED DOME may be widened as In Case D. the full d h and 3'-0* depth of the ramp. Detectable Warning 3. When ramp Is located in center of curb return, crosswalk Surfaces shall conform to the details on this plan and the 00000 X *1 configuration must be similar to that shown for Detail B. requirements In the Standard Specifications. OEM SO-00 11. The edge of the detectable warning surface nearest the street 0M 0000 00 0� 00 -1.0% Max 008 00000000 X M 4. As site conditions dictate, the retainlng curb side and the flared C 000000 9.0 00 0 shall be between 6* and 8* from &e gutter flowline. AT CURB ME 000000 AT CURD side of the Case G ramp shall be constructed In reversed position. 00 0000 2.3" Min AND 2.4" Max 00 0 12. Sidewalk and ramp thickness, "T*, shall be 3-1/2" minimum. T I CENTER TO CENTER 5. If located on a curve, the sides of the ramp need not be parallel, A SPACING coo but the minimum width of the ramp shall be V-2 . 13. Utility pull boxes, manholes, vaults and all other utility facilities 6. Side slope of ramp flares vary uniformly from a maximum of 9.OX at within the boundaries of the curb ramp� will be relocated or 4'-2" 9AISE TRU NCATED DO-ME EA=RN (IN-LINE) curb to conform with longitudinal sidewalk slope adjacent to top of adjusted to grade by the owner prior to, or In conjunction with, In DETECTABLE WARNING SURFACE the ramp, except In Case C and Case F. curb ramp construcflon. CASE 14. Detectable warning surface may have to be cut to allow removal of See Note 10 7. The curb ramp shall be outlined, as shown, with a l'-O* wide border utilitycovers while maintaining full detectable warning width with 1/4* grooves approximately 3/4-1* on center. See grooving detail. and lepth. GUTTER FLOWLINE TOP OF RA 4'-2" Min CURB RAMP DETAILS RSP A88A ROUNDED___.N1:_ SEE NOTE 9 1-,==�= STATE OF CALIFORNIA 2-'01(e,-( 4#* Max DEPARTMENT OF TRANSPORTATION R E V I S 1 0 N S 7.5% Max RSP A88A DATED JULY 19, 2013 SUPERSEDES STANDARD PLAN A88A PARCEL MAP AT 07-0229 PUBLIC IMPROVEMENTS DATED MAY 20. 2011 PAGE 121 OF THE STANDARD PLANS BOOK DATED 2010. These plans and specifications, and the NO. BY DATE D E S C R I P T 1 0 N EC I® A-A _S'S/ ideas and designs incorporated herein, are Roberts 1Eint(91r1L1R(e(e1rUnt instruments of service prepared for the construction of work shown hereon and CONSTRUCTION DETAILS shall not be used in whole or in part for Timothy P. Roberts 35M 16 any other project without written authority UP 1^00*0 35 6' of Roberts Engineering, Inc. Civil Engineer - RICE 35366 < VAN t CITY OF ATASCADERO, CA 2015 Vista de la Vine Exp. 9/30/15 Copyright c 2014 Timothy P. Roberts, 01VIL Roberts Engineering, Inc. All rights Templeton, CA 93465 SHEET. reserved Copies of this drawing shall ACCEPTED BY. Phone (805) 239-0664 C10- have this notice. 1 -18-2014 Fax (805) 238-6148 CID cv COTF C TIM&HY P. ROBERTS, R.C.E. 35366 EXP. 9-30-15,1�%' \:�V DATE Co David Athey, PE, Lic 59384, Exp 12/31/15 DATE Email robertsenggcharter.net DRAWN BY: DESIGNED BICHEC71) BY: E- JO kNUMBER SHEET NO. 171, ---1 Interim City Engineer im TR TR 010 4 OF 6' V` PAVEMENT WIDTH To ,rwl� !THIS POINT EN VaN114 DI 0 ------------------------------------------------------------ e ' e To ro yobs 0 © ® e f e - � f � DURING GRADING & PAVING OPERATIONS ON ATASC. AVE. -M— - DETOUR SOUTHBOUND TRAFFIC TO --155' BUFFER SPACE -''" "` — -4--- NAVAJOA AVE. TO SAN ANDRES AVE. ATASCADERO AVE ONLY +oo +00 1t+on 12+00 ...� �. ._._ .,... i _... n. a...._■ , a 50' ROAD CONST. � "` -.., PORTABLE CONES OR DELINEATORS, TYPICAL ._.. ..... ...� ..... � ...,... ,'fit�\'�t.`. � ����,�,�� �" �'---•- /� Vff ,[t p►'RE•A / lod 100' :.. t.,.t• t 0 " K AHEAD e � !+ � •�'••��:�°+,.. ,■... , C23 ROAD WOR } '''•' .... a:SIM- 00� MMS to ��T � ::•,:r.,' . c�``���^ i� TRAF U I S U ` `e � �-,, 1 FI •� �' o TRAFFIC CONTROL REQUIREMENTS \ C ' / / 1. THE PROJECT ENGINEER SHALL BE RESPONSIBLE TO ASSURE THAT THE DC APPROPRIATE EXISTING TRAFFIC CONTROLS REMAIN IN PLACE AND FUNCTIONAL DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL COVER ANY CONFLICTING SIGNS THAT EXIST ALONG THE ROADWAY. �' Y 2SIGNS . NO WORK SHALL COMMENCE WITHOUT THE CONSTRUCTION S e / INSTALLED AND OTHER NECESSARY TRAFFIC CONTROL DEVICES ON SITE. STATIONARY MOUNTED CONSTRUCTION AREA SIGNS SHALL BE FLUORESCENT ORANGE, USING MATERIALS FROM THE CALTRANS "PREQUALIFIED PRODUCTS ,os LIST' FOR SIGNING AND DELINEATION MATERIALS. THE LIST IS AVAILABLE AT THE WEBSITE OF THE CALTRANS OFFICE ENGINEER: \ ♦ ` WWW.DOT.CA.GOV/HQ/A/ESC/APPROVED—PRODUCTS_..LiST/ e, �► 3. NO LANE CLOSURES ARE PERMITTED ON THE ROADS AND BETWEEN THE 8'q TIMES LISTED IN THE DEPARTMENT'S "LANE CLOSURE RESTRICTION LIST." NO LANE CLOSURE SHALL BE PERMITTED ON FRIDAY AFTERNOON BEFORE e ` �► / WEEKENDS WITH FEDERAL LEGAL HOLIDAYS, ON THE ROADS LISTED. �,� e '�► ( �► int AFFECTED STREETS WILL BE SHOWN IN THE ENCROACHMENT PERMIT. [TWE "LANE CLOSURE RESTRICTION UST" IS PROVIDED IN APPENDIX I.] 4. AT THE CONCLUSION OF EACH WORK DAY, ALL PAVED TRAVELED—WAY ♦ ,,:' • ca SURFACES SHALL BE RESTORED TO AN ALL—WEATHER, TRAVERSABLE ♦ / CONDITION. THERE SHALL NOT BE A DROP—OFF ALONG THE EDGE OF \ 4�)` TRAVELED WAY >0.15 FEET. "LOW SHOULDER" SIGNS SHALL BE PLACED / ALONG THE TRAVELED WAY WHERE THERE IS ANY DROP--OFF. DROP—OFFS ® \ r >0.15 FEET SHALL REQUIRE EITHER: ®' M v_ i Al FILLING THE DROP—OFF TO A MINIMUM 4:11 SLOPE; OT C®� A. BACK B. PROVIDING APPROPRIATE STEEL PLATES OVER EXCAVATION; \ '' � ,C9 � �.' DURING GRADING & PAVING OPERATIONS C. PROVIDING TEMPORARY CONCRETE RAILING ALONG THE WORK ZONE IN DETOUR WESTBOUND TRAFFIC CONFORMANCE WITH THE STATE STANDARD PLANS AND SPECIFICATIONS. ` �, �� '9 ® � � � / TO NAVAJOA AVE./ ATASC. AVE. EXCAVATIONS BEYOND EIGHT (8) FEET FROM THE EDGE OF TRAVELED WAY �,, e� DURING CONST. ON SAN ANDRES AVE. MAY UTILIZE PORTABLE DELINEATORS AT APPROPRIATE SPACING, ALONG WITH "OPEN TRENCH" SIGNS. / r 5. WHERE STEEL PLATES ARE USED, THEY SHALL BE PINNED, AND HAVE A / COLD—MIX SLOPE OF 12:1 PLACED ON ALL SIDES. 6. PEDESTRIAN ACCESS SHALL BE AFFORDED THROUGH THE WORK AREA ON ROADS IN URBAN AREAS EITHER BY PROVIDING NECESSARY COUNTY ,9 � / '4 FACILITIES FOR SAFE AND VIABLE ACCESS, OR BY PROVIDING APPROPRIATE ADVANCE WARNING TO PEDESTRIANS TO USE ALTERNATE ROUTES. BICYCLE "o►► / ROUTES AND LANES WHEN IMPACTED BY CONSTRUCTION, SHALL BE SIGNED TO AFFORD SAFE PASSAGE THROUGH THE WORK ZONE OR TO DESIGNATED ti ALTERNATE ROUTES. FOR BOTH PEDESTRIANS AND BICYCLES, SURFACES �''OUS ! / OGS SHALL BE MAINTAINED FREE OF LOOSE DEBRIS AND GRAVEL. 7. NO CONSTRUCTION EQUIPMENT OR MATERIALS SHALL BE PARKED OR / STORED WITHIN SIX (6) FEET OF THE EDGE OF THE TRAVELED WAY. WHEN ( OUR NQ-TE CONSTRUCTION EQUIPMENT OR MATERIALS ARE STORED WITHIN THE �. RIGHT—OF--WAY, FURTHER THAN SIX (6) FEET FROM THE EDGE OF THE INSTALL C1 — "DETOUR AHEAD" SIGN AT 150' TRAVELED WAY, THE SHOULDER AREA SHALL BE SIGNED AS CLOSED, AND AHEAD OF DETOUR LOCATION. INSTALL C5 TQ e PORTABLE DELINEATORS SHALL BE USED TO MARK A TAPER IN ADVANCE OF "DETOUR" ARROW AS REQUIRED TO DIRECT IY O&S ~` a `•• / • / THE MATERIAL OR EQUIPMENT. TRRAFFIC. CONTRACTOR TO VERIFY PROPOSED / � / 8. REMOVAL OF EXISTING PAVEMENT STRIPING OR MARKINGS SHALL BE BY SIGNAGE WITH CITY P.W. INSPECTOR PRIOR TO 11101 CONSTRUCTION. - SANDBLASTING, HYDROBLASTING, OR GRINDING. WHEN THE CHANGE OF /YOU POSITION WILL BE GREATER THAN TWO (2) FEET, THE REMOVED STRIPING ~ `` �3 F SHALL BE FURTHER OBSCURED BY USE OF THE CHIP SEAL SHALL EXTEND Q THE FULL WIDTH OF THE ROADWAY. 9. PARKING RESTRICTIONS SHALL BE POSTED 24 HOURS BEFORE ANY WORK STARTS. POSTING SHALL BE DONE BY THE CONTRACTOR. h � 10. ALL PRIVATE DRIVEWAYS AND SIDE STREETS SHALL BE KEPT OPEN AT ALL TIMES, EXCEPT WHEN CONSTRUCTION TAKES PLACE IMMEDIATELY IN FRONT OF THE DRIVEWAY OR SIDE STREET. 11. ANY WORK THAT DISTURBS NORMAL TRAFFIC SIGNAL OPERATIONS SHALL BE COORDINATED WITH THE TRAFFIC ENGINEER AT LEAST / BUSINESS DAYS PRIOR TO BEGINNING THE WORK INVOLVING THE SIGNAL. THE CONTRACTOR SHALL REPLACE ALL TRAFFIC SIGNAL LOOP DETECTORS, DAMAGED DURING CONSTRUCTION, WITHIN FIVE (5) DAYS OF THE COMPLETION OF CONSTRUCTION INVOLVING THE SIGNAL. ANY DAMAGE TO EXISTING IN—PAVEMENT LOOP DETECTORS WILL REQUIRE REPLACEMENT WITHIN FIVE DAYS OF THE START OF ANY TRENCH CUT WORK. INTERSECTION DETECTION SHALL BE REPLACED WITH VIDEO DETECTION ` SYSTEM(S) ACCEPTABLE TO THE DEPARTMENT. ALL COMPONENTS SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO COMMENCING THE TRENCH WORK WHICH WILL AFFECT THE LOOP(S). ALL COSTS, INCLUDING DEPARTMENT C23 "ROAD WORK AHEAD" OPERATIONS TIME, SHALL BE PAID BY THE DEVELOPER. 12. ALL DELINEATORS SHALL BE EQUIPPED WITH NIGHTTIME REFLECTIVE BANDS, AND SPACED NO GREATER THAN 50—FOOT INTERVALS ALONG TAPERS, LAND CONTROL, AND/OR EDGE OF WORK ZONE. / 13. THE OPERATOR OF ANY TRANSIT OPERATION AFFECTED BY THE WORK o 20 ao SHALL BE NOTIFIED TWO (2) DAYS PRIOR TO WORK COMMENCING. 1 INCH =20 FEET 14. ALL FLAGGERS SHALL HOLD CURRENT CERTIFICATIONS. AS DEFINED UNDER CAL OSHA CONSTRUCTION SAFETY ORDER SECTION 1599, ALL FLAGGERS ON THE ROADWAY SHALL BE TRAINED BY QUALIFIED AND Zee r 4 EXPERIENCED PERSONNEL TO THE ASPECTS NOTED IN SECTION 1599. THE R E V I S 1 O N S PARCEL MAP AT 07--®229 -- DEVELOPER OR PROJECT ENGINEER SHALL BE RESPONSIBLE TO ENSURE These plans and specifications, and the NO. BY DATE D E S C R I P T 1 0 N PUBLIC IMPROVEMENTS THAT THE CONTRACTOR OR OTHER AGENTS UTILIZE TRAINED PERSONNEL SS/ ideas ideas and designs incorporated herein, are > C > ONLY. ALL WORKERS WITHIN THE ROADWAY SHALL WEAR TYPE 2 CAL—OSHA �� �'q� instruments of service prepared for the ��t0)b e]r1�s lEintgrunt eteirunt( i HIGH—VISIBILITY VESTS. ., construction of work shown hereon and TRAFFIC CONTROL PLAN �� 2 15. ADDITIONAL RESTRICTED WORK HOURS MAY BE IMPOSED ANY TIME BY �'" to �' � any other project without written authority shall not be used in whole or in part for Timothy P. Roberts Q THE CITY ENGINEER IN COORDINATION WITH THE ATASCADERO HIGH SCHOOL � �� 35 �6 of Roberts Engineering, Inc. Civil Engineer - RCE 353t~i6 CITY OF ATASCADERO, A HOURS OF OPERATION. Ex 9/30/15 2015 Vista de la Vina L'111l1. � •* p• * Copyright c 2014 Timothy P. Roberts, SHEET: Roberts Engineering, Inc. All rights Templeton CA 93465,,.. " d- reserved. Copies of this drawing shall ACCEPTED BY: Phone $05 _`' .- CIVi� �� Phone (805) 239-0664 N , ���, have this notice. Fax (805) 238-6148 -~' 1 8-2Q14 G-4.0 CA��F 00 Email robertseng@charter.net TIM HY P. ROBERTS, R.C.E. 35366 EXP. 9 30-15 DATE David Athey, PE, Lic 59384, Exp 12/31/15 DATE DRAWN BY: DESIGNED BY: CHECKED BY: CALN MBER SHEET N0: N Interim City Engineer JM TR TRt,N,Q:,- 14--010 5 OF fi ..r7 ,aF ZAII /0�, ci -SCJ { 11 ( 11 a) Z / r ♦ \ \ \ �' # 7de IJ 1 > U a1 -70 \ 11 \ a PP e � I \ > / \ 0) I \ \ r / M ...L 2 jI J01 \0 01000000 P pprox X / 1 Q - ' \ . ' 1� \ M OH w \ � s X �\ \ ' � N 1 \ rn mMX i \ X Cn z G7 0 1 \ 0 01 W --I 0 ( rn f 3 0 0 d JI ,� i rasa+ r 1 r M M z _____ _ r \ \ \ -44 r 0 t E —Ice co >(0 \ \ --{ > \� CID a \ e I \ \ x /J `�.--� t ° .�, \ \ EXP I ✓" (0-1 civi 00 . ... ,,...... a \ \ \ e ca CID \ e ----- W Gym NNW S 00 9+00 \ GOF PAVEMENT ----'""� .�` \\ cn \ o zo 40 11+0 �~ \ -.� ,,�- �2+00 '" ._,�, G G G \ \ \ \\ / \ 1 INCH =20 FEET Vy �,/ RECORD CEN E 'I I .�. y /N 01 W _ w cn a W W" W W1A W � '0 _ _.... W_�-•- .. ..- - G G r r P W \ ..- OFPr EXISTING —� \ a ...... ._.. oo ® STING EDGE OF PAVEMENT •,..-•- ' H P r . - - .. . --- -- 0 cr cep x WV j ECO RIGHT OF WAY -- . \\ � ... UTILITY NOTES: UTILITY COMPANY SIGNATURE 1. WHEN EXCAVATION BEGINS, THE GAS COMPANY SHALL BE NOTIFIED AND BE PRESENT DUE TO THE EXISTENCE OF THE HIGH PRESSURE,GAS LINES. R E V { S I O N .�,7 ATASCADERO MUTUTAL WATER COMPANY DATE These plans and specifications, and the NO. BY DATE D E S C R l P T I 0 N PARCEL MAP AT 0�""022g -- PUBLIC IMPROVEMENTS 2. POWER, GAS, TELECOMMUNICATIONS, AND CABLE TV SHALL BE ESSIO ideas and designs incorporated herein, are QRo� �'� g P � e 2 � � -C���ca,�Gco ��.�o> >�e��tr� ���n1t��tl�Clltec�]�'�L�CII���' CONSTRUCTED IN ACCORDANCE WITH THE UTILITY PURVEYOR'S HAND--OUT P instruments of service prepared for the g g construction of work shown hereon and COMPOSITE UTILITY PLAN PACKAGE. P.G&E DATE shall not be used in whole or in part for Timothy P. Roberts REALIGNED � any other project without written authority Civil Engineer - RCE 35366 Q 3. EXISTING WATER METERS ARE TO BE CONNECTED TO THE 35 66 of Roberts Engineering, Inc. CITY 0I"' ATASCA®EROy A WATER MAIN IN ACCORDANCE WITH AMWC STANDARDS AND AS DIRECTED THE GAS COMPANY DATE - 2015 Vista de la Vince " BY AMWC. * Exp. g�3QI15 * Copyright c 2014 Timothy P. Roberts, SHEET: Roberts Engineering, Inc. All rights Templeton CA 93465 ACCEPTED BY: reserved. Copies of this drawing shall Phone (805) 239-0664 AT&T TELEPHONE DATE �y' G/V,� ��� ""� „`-��4 12 0 6' -2 4 have this notice. A C-500 OF CA�1F�� Fax (805} 238-6148 TIM HY P. ROBERTS, R.C.E. 35366 EXP. 9-30-,15`.� Email robertseng�a charter.net DRAWN BY: DESIGNED BY: CHECKED BY. SCA J?4--010 MBER SHEET NO: V_ David Athey, PE, Lic 59384, Exp 12/31/15 DATE h civ DATE Interim City Engineer JM TR TR `'NOTED - 6 OF 6 . CHARTER COMMUNICATIONS _ r, _ .