36C78619B0001-0003003.pdf
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- IFB FT Rosecrans Renovate Maintenance Buildings Federal contract opportunity
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- 36C78619B0001
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36C78619B0001 0003 VA Fort Rosecrans_Bid Documents_Civil Dwgs_071818.pdf
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AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
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VA FORM 08-6231
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NATIONAL CEMETERY ADMINISTRATION DESIGN AND CONSTRUCTION SERVICE
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892-CM3-035
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FORT ROSECRANS NATIONAL CEMETERY REPLACE MAINTENANCE BUILDINGS
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FORT ROSECRANS NATIONAL CEMETERY CABRILLO MEMORIAL DR, SAN DIEGO, CA 92106
AutoCAD SHX Text Consultants in Architecture, Engineering, AutoCAD SHX Text Planning, and the Environment
AutoCAD SHX Text Irvine Office
AutoCAD SHX Text 2600 Michelson Drive, Suite 500
AutoCAD SHX Text Irvine, California 92612
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(949) 224-7500 Fax (949) 224-7501
AutoCAD SHX Text Jacobs Engineering Group Inc.
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ENVIRONMENTAL
AutoCAD SHX Text PAR ENVIRONMENTAL SERVICES, INC. 1906 21ST STREET SACRAMENTO, CA 95811 (916) 739-8356
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HAZMAT
AutoCAD SHX Text RGA ENVIRONMENTAL 2817 McGAW AVENUE IRVINE, CA 92614 (949) 864-2025 DAVID.SILVERI@TERRACON.COM
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MLMANIERY@YAHOO.COM JGMANIERY@YAHOO.COM
AutoCAD SHX Text 07/18/2018
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CIVIL GENERAL NOTES, LEGEND,
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& ABBREVIATIONS
AutoCAD SHX Text C001
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TT
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MS
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GENERAL NOTES
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1. CONTRACTORS SHALL NOT WORK FROM PARTIAL SETS OF DOCUMENTS AND SHALL CONTRACTORS SHALL NOT WORK FROM PARTIAL SETS OF DOCUMENTS AND SHALL READ AND BE FAMILIAR WITH THE DOCUMENTS AND THE WORK. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE COR. 2. THE CONTRACTOR MUST HAVE A SET OF SIGNED PLANS ON THE JOB SITE AT ALL THE CONTRACTOR MUST HAVE A SET OF SIGNED PLANS ON THE JOB SITE AT ALL TIMES WHEN HIS FORCES ARE ON-SITE WHILE THE PROJECT IS UNDER CONSTRUCTION. 3. THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND DIMENSIONS THE CONTRACTOR SHALL VERIFY ALL GRADES, LINES, LEVELS, AND DIMENSIONS INDICATED IN THE CONTRACT DOCUMENTS AND SHALL REPORT INCONSISTENCIES TO THE COR FOR RESOLUTION PRIOR TO PROCEEDING WITH WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHMENT OF CONTROL LINES AND LEVELS FOR ALL WORK AND WILL BE RESPONSIBLE FOR OVERALL LAYOUT OF THE WORK. 4. THE CONTRACTOR SHALL CALCULATE DIMENSIONS AND MEASURE FOR LAYOUT OF THE CONTRACTOR SHALL CALCULATE DIMENSIONS AND MEASURE FOR LAYOUT OF WORK. THE CONTRACTOR SHALL NOT SCALE DRAWINGS. ALL DRAWINGS ARE DIAGRAMMATIC IN NATURE AND ARE NOT INTENDED TO BE COMPLETE IN EVERY DETAIL. WHEN AN ITEM IS PARTIALLY DRAWN, IT SHALL APPLY TO ALL PARTS OF THE WORK. THE CONTRACTOR SHALL COMPLETE THE WORK AS REASONABLY INFERABLE AND AS NECESSARY TO PRODUCE THE INTENDED RESULTS. 5. JACOBS HAS EXERCISED REASONABLE AND ACCEPTABLE STANDARD OF CARE IN JACOBS HAS EXERCISED REASONABLE AND ACCEPTABLE STANDARD OF CARE IN PREPARATION OF THESE PLANS. THE DESIGN PROCESS INCLUDES ACTIVITIES THAT OCCUR AFTER THE SIGNATURE, INCLUDING CALCULATION, PLAN CHECK, AND VERIFICATIONS DURING CONSTRUCTION. ANY CHANGES MADE TO THE PLANS AFTER SIGNATURE ARE THE RESPONSIBILITY OF THE PARTY MAKING THE CHANGE; JACOBS SHALL BE INDEMNIFIED FROM ANY DAMAGES RESULTING FROM THESE CHANGES. 6. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR BE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR OR BE LIABLE FOR ANY UNAUTHORIZED USES OF AND CHANGES TO THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST HAVE PRIOR APPROVAL BY THE PREPARER OF THESE PLANS AND THE COR. 7. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. ANY CONFLICT SHALL BE COORDINATED BETWEEN CONTRACTOR AND COR. ANY DAMAGES TO UTILITIES CAUSED BY THE CONTRACTOR SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. ALL CONNECTIONS TO EXISTING UTILITIES AND ALL UTILITY INSTALLATIONS AND/OR ABANDONMENTS SHALL BE IN COMPLIANCE WITH THE REQUIREMENTS OF APPROPRIATE JURISDICTIONAL AGENCIES. EXISTING UNDERGROUND UTILITY LINES ARE SHOWN ON THE DRAWINGS BASED ON RECORD DRAWINGS PROVIDED BY THE GOVERNMENT. 8. CONTACT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA A MINIMUM OF CONTACT UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA A MINIMUM OF TWO (2) DAYS PRIOR TO BEGINNING WORK FOR UTILITY MARK-OUT. IF UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA DOES NOT SERVICE THE CEMETERY AREA OF WORK, CONTRACTOR SHALL HIRE A PRIVATE UTILITY-LOCATING SERVICE TO LOCATE, IDENTIFY, AND MARK-OUT UTILITIES IN THE AREA OF WORK. THIS IS AN OBLIGATION OF THE CONTRACT. UTILITY LOCATING SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE GOVERNMENT. 9. THERE ARE EXISTING ELECTRICAL UTILITIES IN THE WORK AREA WITH UNKNOWN THERE ARE EXISTING ELECTRICAL UTILITIES IN THE WORK AREA WITH UNKNOWN LOCATIONS. USE EXTREME CAUTION IN ANY EXCAVATION. 10. JACOBS CANNOT AND DOES NOT WARRANT THAT EXISTING CONDITION INFORMATION IS JACOBS CANNOT AND DOES NOT WARRANT THAT EXISTING CONDITION INFORMATION IS COMPLETE OR ACCURATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ANY AND ALL MARKINGS AS NEEDED TO PROTECT EXISTING UTILITIES. ANY DAMAGE OR INTERRUPTION OF SERVICE CAUSED BY CONTRACTOR'S NEGLIGENCE SHALL BE REPORTED IMMEDIATELY TO THE COR AND THE APPROPRIATE UTILITY COMPANY AND SHALL BE REPAIRED AND SERVICE RESTORED IN FULL COOPERATION WITH THE COR AND THE UTILITY COMPANY AT THE CONTRACTOR'S EXPENSE. 11. THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR PROTECTING EXISTING THE CONTRACTOR SHALL BE COMPLETELY RESPONSIBLE FOR PROTECTING EXISTING TREES AND IMPROVEMENTS NOT SCHEDULED TO BE REMOVED BY THIS CONTRACT. ANY TREE OR IMPROVEMENT THAT IS DAMAGED DURING CONSTRUCTION OPERATIONS SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND OBTAINING ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING AND OBTAINING ALL PERMITS REQUIRED FOR THE WORK OF THIS CONTRACT, INCLUDING BUT NOT LIMITED TO HAULING PERMITS, DISPOSAL PERMITS, SEPTIC SYSTEM PERMITS, ENCROACHMENT PERMITS FOR WORK IN CABRILLO MEMORIAL DRIVE, ETC, INCLUDING FURNISHING ANY PLANS, INFORMATION, AND FEES REQUIRED TO OBTAIN THE NECESSARY PERMITS. 13. THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE THE CONTRACTOR ASSUMES SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS RESPONSIBILITY SHALL BE MADE TO APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO NORMAL WORKING HOURS. CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE DESIGN PROFESSIONAL AND THE DEPARTMENT OF VETERANS AFFAIRS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE CONTRACTOR'S PERFORMANCE OF THE WORK. 14. THE CONTRACTOR SHALL RESTORE PAVEMENT, CURBS, GUTTERS, SIDEWALK, THE CONTRACTOR SHALL RESTORE PAVEMENT, CURBS, GUTTERS, SIDEWALK, LANDSCAPING, IRRIGATION SYSTEMS, UTILITIES, AND OTHER IMPROVEMENTS THAT ARE DISTURBED DURING CONSTRUCTION ACTIVITIES TO THEIR ORIGINAL CONDITION OR BETTER. REMOVE ALL IRRIGATION MAINS, LATERALS, HEADS, AND OTHER APPURTENANCES WITHIN WORK AREA. RE-INSTALL OR REPLACE IRRIGATION SYSTEM WITHIN WORK AREA AFTER COMPLETION OF UNDERGROUND WORK OR OTHER WORK WITH WHICH IRRIGATION SYSTEM WOULD CONFLICT. IRRIGATION SHALL ONLY BE SHUT DOWN IN AREAS, DURING TIMES, AND FOR DURATIONS APPROVED BY THE COR. CONTRACTOR SHALL PROVIDE ALTERNATE WATERING FOR AREAS AFFECTED DURING IRRIGATION SHUTDOWNS TO THE SATISFACTION OF THE COR. 15. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ANY NECESSARY EROSION AND THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING ANY NECESSARY EROSION AND SEDIMENT CONTROL MEASURES AS REQUIRED BY THE SWRCB AND THE CITY AND COUNTY OF SAN DIEGO. 16. FINISH PAVING AND GRADING WORK INCLUDES ADJUSTING ALL RIMS AND/OR COVERS FINISH PAVING AND GRADING WORK INCLUDES ADJUSTING ALL RIMS AND/OR COVERS OF MANHOLES, VALVE BOXES, METERS, CLEANOUTS, JUNCTION STRUCTURES, AND ALL OTHER STRUCTURES TO FINISHED GRADE. REPLACE WITH H20-RATED BOX AND COVER IN STREETS, DRIVEWAYS, AND VEHICULAR PATHWAYS. 17. SEE STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS SEE STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING PLANS FOR ADDITIONAL INFORMATION. 18. REFER TO HAZARDOUS MATERIAL REPORT FOR HAZARDOUS MATERIALS AND REFER TO HAZARDOUS MATERIAL REPORT FOR HAZARDOUS MATERIALS AND ABATEMENT PROCEDURES. 19. EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC SURVEY PROVIDED BY BURKETT EXISTING CONDITIONS ARE BASED ON TOPOGRAPHIC SURVEY PROVIDED BY BURKETT & WONG, DATED 2/2/2015. THE BASIS OF BEARINGS IS THE SAN DIEGO COUNTY REAL TIME NETWORK USING CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD 83, EPOCH 2011.00, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) SI05 AND P472 BEING NORTH 68°53'57" EAST AS DERIVED FROM GEODETIC VALUESPUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND/OR NATIONAL GEODETIC SURVEY (NGS), RESPECTIVELY AND MEETS ALL THE REQUIREMENTS OF THE CALIFORNIA PUBLIC RESOURCES CODE. THE BASIS OF ELEVATION IS THE GPS STATION NO. 1119 PER RECORD OF SURVEY 14492, BEING A FOUND 3/4" IRON PIPE AND BRASS TAG STAMPED "SD CITY ENG" IN DIRT LOCATED AT THE NORTHWEST CORNER OF CABRILLO MEMORIAL DRIVE AND COLE ROAD. ELEVATION = 375.68 (NAVD88) (GEOID 12A) 20. SUBSURFACE AND SOIL CONDITIONS ARE BASED ON GEOTECHNICAL INVESTIGATION SUBSURFACE AND SOIL CONDITIONS ARE BASED ON GEOTECHNICAL INVESTIGATION AND REPORT PREPARED BY STEVENS, FERRONE, & BAILEY ENGINEERING COMPANY, INC. DATED JANUARY 27, 2015. PERFORM ALL SITE PREPARATION, GRADING, AND IMPROVEMENTS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT.
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ABBREVIATIONS
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LEGEND
AutoCAD SHX Text AB AGGREGATE BASE AGGREGATE BASE ABA ARCHITECTURAL BARRIERS ACT ARCHITECTURAL BARRIERS ACT ACCESSIBILITY STANDARDS AC ASPHALT CONCRETE ASPHALT CONCRETE BMP BEST MANAGEMENT PRACTICE BEST MANAGEMENT PRACTICE CC CURB CUT CURB CUT CF CURB FACE CURB FACE CJ CONSTRUCTION JOINT CONSTRUCTION JOINT CONC CONCRETE CONCRETE COR CONTRACTING OFFICER'S CONTRACTING OFFICER'S REPRESENTATIVE CP CONTROL POINT CONTROL POINT D DEEP, DEPTH DEEP, DEPTH DI DRAIN INLET DRAIN INLET DIA DIAMETER DIAMETER DSA DISTURBED SOIL AREA DISTURBED SOIL AREA E EAST, EASTING EAST, EASTING EA EACH EACH EG EXISTING GRADE EXISTING GRADE EJ EXPANSION JOINT EXPANSION JOINT ELEV ELEVATION ELEVATION EPB ELECTRICAL PULL BOX ELECTRICAL PULL BOX ETC ETCETERA ETCETERA EX EXISTING EXISTING FES FLARED END SECTION FLARED END SECTION FF FINISHED FLOOR FINISHED FLOOR FG FINISHED GRADE FINISHED GRADE FL FLOWLINE FLOWLINE FS FINISHED SURFACE FINISHED SURFACE GB GRADE BREAK GRADE BREAK GR GRATE GRATE H HIGH, HEIGHT HIGH, HEIGHT HAZMAT HAZARDOUS MATERIALS HAZARDOUS MATERIALS IE INVERT ELEVATION INVERT ELEVATION INV INVERT INVERT L LENGTH LENGTH LF LINEAL FEET LINEAL FEET LP LOW POINT LOW POINT LRP LEGALLY RESPONSIBLE PERSON LEGALLY RESPONSIBLE PERSON MAX MAXIMUM MAXIMUM MH MANHOLE MANHOLE MIN MINIMUM MINIMUM MNPT MALE NATIONAL PIPE THREAD MALE NATIONAL PIPE THREAD N NORTH, NORTHING NORTH, NORTHING NCA NATIONAL CEMETERY ADMINISTRATION NATIONAL CEMETERY ADMINISTRATION NIC NOT IN CONTRACT NOT IN CONTRACT NO. NUMBER NUMBER NOI NOTICE OF INTENT NOTICE OF INTENT NOT NOTICE OF TERMINATION NOTICE OF TERMINATION NPDES NATIONAL POLLUTANT DISCHARGE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE NOT TO SCALE O.C. ON CENTER ON CENTER PCC PORTLAND CEMENT CONCRETE PORTLAND CEMENT CONCRETE POC POINT OF CONNECTION POINT OF CONNECTION PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVMT PAVEMENT PAVEMENT QSD QUALIFIED SWPPP DEVELOPER QUALIFIED SWPPP DEVELOPER QSP QUALIFIED SWPPP PRACTITIONER QUALIFIED SWPPP PRACTITIONER R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE REF REFER TO, REFERENCE REFER TO, REFERENCE S SLOPE SLOPE SD STORM DRAIN STORM DRAIN SDR STANDARD DIMENSION RATIO STANDARD DIMENSION RATIO SIM SIMILAR, SIMILAR TO SIMILAR, SIMILAR TO SMARTS STORM WATER MULTIPLE STORM WATER MULTIPLE APPLICATION REPORTING AND TRACKING SYSTEM SQ SQUARE SQUARE SPEC SPECIFICATION(S) SPECIFICATION(S) SS SANITARY SEWER, STAINLESS STEEL SANITARY SEWER, STAINLESS STEEL SST STAINLESS STEEL STAINLESS STEEL SWPPP STORM WATER POLLUTION STORM WATER POLLUTION PREVENTION PLAN SWRCB STATE WATER RESOURCES CONTROL STATE WATER RESOURCES CONTROL BOARD T THICK, THICKNESS THICK, THICKNESS TC TOP OF CURB TOP OF CURB TG TOP OF GRATE TOP OF GRATE TW TOP OF WALL TOP OF WALL TYP TYPICAL TYPICAL UL UNDERWRITERS LABORATORIES UNDERWRITERS LABORATORIES W WATER, WIDE, WITH WATER, WIDE, WITH WDID WASTE DISCHARGER IDENTIFICATION WASTE DISCHARGER IDENTIFICATION NUMBER
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EXISTING
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PROPOSED
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SETBACK LINE
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SEWER MANHOLE
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ELEC
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PAVEMENT SAWCUT
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AC PAVING
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LIMIT OF WORK
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SEWER CLEANOUT
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SIGN
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IRRIGATION WITH HEADS AND VALVES
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SEWER PIPE
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ELECTRICAL PULL BOX
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LANDSCAPING
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PCC PAVING
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"SS
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MH
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EPB
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WATER PIPE
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ELECTRICAL - UNDERGROUND
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ELECTRICAL - OVERHEAD
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RETAINING OR SCREENING WALL
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FENCE
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BOLLARD
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ELECTRICAL - POWER POLE WITH GUY WIRE WHERE OCCURS
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BORING
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SFB-#
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BACKFLOW PREVENTER
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BFP
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ELECTRICAL METER
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UP
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STORM DRAIN CLEANOUT
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STORM DRAIN PIPE
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SDCO
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STORM DRAIN INLET/CATCH BASIN
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SDDI
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MAJOR CONTOURCONTOUR
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SWALE FL
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MINOR CONTOURCONTOUR
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EXP. 12-31-19
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GRAPHIC SCALE: 1" = 20'
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AutoCAD SHX Text one eighth inch = one foot
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NATIONAL CEMETERY ADMINISTRATION DESIGN AND CONSTRUCTION SERVICE
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892-CM3-035
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FORT ROSECRANS NATIONAL CEMETERY REPLACE MAINTENANCE BUILDINGS
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FORT ROSECRANS NATIONAL CEMETERY CABRILLO MEMORIAL DR, SAN DIEGO, CA 92106
AutoCAD SHX Text Consultants in Architecture, Engineering, AutoCAD SHX Text Planning, and the Environment
AutoCAD SHX Text Irvine Office
AutoCAD SHX Text 2600 Michelson Drive, Suite 500
AutoCAD SHX Text Irvine, California 92612
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(949) 224-7500 Fax (949) 224-7501
AutoCAD SHX Text Jacobs Engineering Group Inc.
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AutoCAD SHX Text PAR ENVIRONMENTAL SERVICES, INC. 1906 21ST STREET SACRAMENTO, CA 95811 (916) 739-8356
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HAZMAT
AutoCAD SHX Text RGA ENVIRONMENTAL 2817 McGAW AVENUE IRVINE, CA 92614 (949) 864-2025 DAVID.SILVERI@TERRACON.COM
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MLMANIERY@YAHOO.COM JGMANIERY@YAHOO.COM
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CIVIL
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EROSION & SEDIMENT CONTROL PLAN
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TT
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MS
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NPDES NOTES
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LEGEND
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EXISTING COLUMBARIUM
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EASTERN DRIVE
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COVERED STORAGE
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MAINTENANCE BUILDING FF=367.50
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LIMIT OF WORK
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CONSTRUCTION PHASE 1
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(DEMOLITION AND SITE CLEARING)
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CONSTRUCTION PHASE 2
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(GRADING AND UTILITIES)
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CONSTRUCTION PHASE 3
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(STREETS AND VERTICAL CONSTRUCTION)
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CONSTRUCTION PHASE 4
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(FINAL SITE STABILIZATION AND LANDSCAPING)
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DO NOT DISTURB VEGETATION OUTSIDE OF LIMIT OF WORK
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LIMIT OF WORK
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DEMOLISH PER CD101
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CLEAR VEGETATION
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PERIMETER PROTECTION - SILT FENCE OR FIBER ROLL AT CONTRACTOR'S OPTION
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INLET PROTECTION
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STABILIZED CONSTRUCTION ENTRANCE
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1. CONTRACTOR IS ADVISED THAT THE STATE OF CALIFORNIA HAS ADOPTED NATIONAL CONTRACTOR IS ADVISED THAT THE STATE OF CALIFORNIA HAS ADOPTED NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) REQUIREMENTS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CLEAN WATER ACT. THIS PROJECT IS SUBJECT TO ALL OF THE REQUIREMENTS CONTAINED IN THOSE ACTS, AS WELL AS THE REQUIREMENTS OF THE GENERAL CONSTRUCTION PERMIT. THE CONTRACTOR SHALL ABIDE BY ALL OF THE LAWS, ORDINANCES AND REGULATIONS ASSOCIATED WITH THE NPDES, SWRCB, THE CLEAN WATER ACT AND THE GENERAL PERMIT. 2. AS PART OF THE NPDES REQUIREMENTS, A NOTICE OF INTENT MUST BE FILED AND AS PART OF THE NPDES REQUIREMENTS, A NOTICE OF INTENT MUST BE FILED AND A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE DEVELOPED FOR THIS PROJECT. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO PREPARE AND FILE THE RISK CALCULATIONS, SWPPP AND PROJECT-SPECIFIC EROSION AND SEDIMENT CONTROL MEASURES, NOI, AND ANY OTHER FEES OR DOCUMENTATION REQUIRED TO OBTAIN COVERAGE UNDER THE GENERAL PERMIT WITH THE STATE. THE CONTRACTOR SHALL COMPLETE THE SWPPP, PREPARED AND SIGNED BY A QUALIFIED SWPPP DEVELOPER (QSD), AS NECESSARY TO APPLY FOR THE NOI, APPLY FOR THE NOI INCLUDING PAYMENT OF THE FEES, OBTAIN THE WDID, FILE ANNUAL REPORTS AND KEEP RECORDS AS REQUIRED BY THE SWRCB, UPDATE THE SWPPP AND INFORMATION IN SMARTS AS NECESSARY THROUGHOUT CONSTRUCTION OF THE PROJECT, AND FILE FOR AND OBTAIN THE NOTICE OF TERMINATION (NOT). THE CONTRACTOR SHALL COORDINATE WITH THE COR TO IDENTIFY THE LEGALLY RESPONSIBLE PARTY (LRP) TO ACKNOWLEDGE THE SWPPP AND NOI VIA SMARTS IN ORDER TO OBTAIN COVERAGE UNDER THE STATE'S GENERAL PERMIT. 3. THE CONTRACTOR IS ADVISED THAT HE SHALL CONFORM TO THE REQUIREMENTS AND THE CONTRACTOR IS ADVISED THAT HE SHALL CONFORM TO THE REQUIREMENTS AND SHALL IMPLEMENT ALL OF THE MEASURES REQUIRED BY THE SWPPP, INCLUDING MAINTENANCE AND DILIGENT RECORD KEEPING AND LOGS AS REQUIRED BY THE SWPPP. NOT EVERY CONDITION CAN BE ANTICIPATED IN THE PROJECT'S SWPPP OUTLINE. CONTRACTOR SHALL IMPLEMENT EROSION AND SEDIMENT CONTROL MEASURES AS NECESSARY TO MEET THE REQUIREMENTS OF THE CONSTRUCTION GENERAL PERMIT. THIS PLAN SHOWS ONLY THE MINIMUM MEASURES REQUIRED AT ALL TIMES AT THE PROJECT SITE. THE PLAN IS NOT INTENDED TO BE COMPLETE IN EVERY ASPECT AND/OR DETAIL. 4. THE CONTRACTOR SHALL PROVIDE A QUALIFIED SWPPP PRACTITIONER (QSP) AT THE THE CONTRACTOR SHALL PROVIDE A QUALIFIED SWPPP PRACTITIONER (QSP) AT THE SITE. THE QSP WILL BE RESPONSIBLE FOR ALL SITE INSPECTIONS AND RECORD KEEPING AS REQUIRED BY THE STATE GENERAL PERMIT. 5. THE CONTRACTOR MUST KEEP COPIES OF SWPPP-RELATED RECORDS AND LOGS THE CONTRACTOR MUST KEEP COPIES OF SWPPP-RELATED RECORDS AND LOGS WITH THE SWPPP AT THE CONSTRUCTION SITE FOR VIEWING BY THE COR AND SWRCB DURING THE COURSE OF CONSTRUCTION. THE CONTRACTOR SHALL SUBMIT THESE RECORDS TO THE COR AT INTERVALS DESCRIBED IN THE PROJECT SPECIFICATIONS. IF THE PROJECT SPECIFICATIONS DO NOT INDICATE AN INTERVAL, THE CONTRACTOR SHALL SUBMIT THESE RECORDS TO THE STATE AT MONTHLY INTERVALS. 6. CONTRACTOR TO PROTECT WORK AREA USING 6' HIGH CHAIN LINK FENCE TO CONTRACTOR TO PROTECT WORK AREA USING 6' HIGH CHAIN LINK FENCE TO ENCLOSE LIMIT OF WORK THROUGHOUT DURATION OF CONSTRUCTION. 7. CONTRACTOR'S STAGING AREA TO BE APPROVED BY THE COR. CONTRACTOR TO CONTRACTOR'S STAGING AREA TO BE APPROVED BY THE COR. CONTRACTOR TO PHOTOGRAPH AREA, EXISTING OUTFALLS AND ADJACENT ROADS AND HAUL ROUTES BEFORE AND AFTER CONSTRUCTION. CONTRACTOR TO REPAIR AREA TO PRE-CONSTRUCTION CONDITIONS UPON COMPLETION OF CONSTRUCTION.
AutoCAD SHX Text CONTRACTOR'S STAGING AREA VEHICLE AND EQUIPMENT PARKING: NO VEHICLE MAINTENANCE WITHOUT CONSENT OF COR AND APPLICABLE BMP'S IN PLACE MATERIAL STORAGE: ENSURE PERIMETER PROTECTION PORTABLE SANITARY/PORTABLE TOILET FACILITIES AREA MUST BE INCLUDED IN SWPPP/NOI AS PART OF OVERALL PROJECT DSA CLEAN UP AND RESTORE AREA WITH HYDROSEED PRIOR TO FINAL DEMOBILIZATION FROM SITE
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FIELD LOCATE EXISTING OUTFALL AND PLACE CHECK DAM, TYP
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EXISTING COLUMBARIUM
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EASTERN DRIVE
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DO NOT DISTURB VEGETATION OUTSIDE OF LIMIT OF WORK
AutoCAD SHX Text CONTRACTOR'S STAGING AREA VEHICLE AND EQUIPMENT PARKING: NO VEHICLE MAINTENANCE WITHOUT CONSENT OF COR AND APPLICABLE BMP'S IN PLACE MATERIAL STORAGE: ENSURE PERIMETER PROTECTION PORTABLE SANITARY/PORTABLE TOILET FACILITIES AREA MUST BE INCLUDED IN SWPPP/NOI AS PART OF OVERALL PROJECT DSA CLEAN UP AND RESTORE AREA WITH HYDROSEED PRIOR TO FINAL DEMOBILIZATION FROM SITE
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EXISTING COLUMBARIUM
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EASTERN DRIVE
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EAST PORTAL LOOP DRIVE
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LIMIT OF WORK
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COVERED STORAGE
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MAINTENANCE BUILDING FF=367.50
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COVERED WASH RACK
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NCA STORAGE YARD
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CONTRACTOR STORAGE YARD
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DIRECTION OF FLOW
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CONSTRUCTION ENTRANCE
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INLET PROTECTION, TYP
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PERIMETER PROTECTION, TYP
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GRADING AND UTLITIES PER CG101 AND CU101
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FIELD LOCATE EXISTING OUTFALL AND PLACE CHECK DAM, TYP
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CONSTRUCTION ENTRANCE
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INLET PROTECTION, TYP
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PERIMETER PROTECTION, TYP
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SITE IMPROVEMENTS PER CS101
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CHECK DAM, TYP
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INLET PROTECTION, TYP
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PERIMETER PROTECTION, TYP
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EAST PORTAL LOOP DRIVE
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UNLESS INDICATED OTHERWISE
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8" PVC OUT
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CONSULTANTS:
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NATIONAL CEMETERY ADMINISTRATION DESIGN AND CONSTRUCTION SERVICE
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892-CM3-035
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FORT ROSECRANS NATIONAL CEMETERY REPLACE MAINTENANCE BUILDINGS
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FORT ROSECRANS NATIONAL CEMETERY CABRILLO MEMORIAL DR, SAN DIEGO, CA 92106
AutoCAD SHX Text Consultants in Architecture, Engineering, AutoCAD SHX Text Planning, and the Environment
AutoCAD SHX Text Irvine Office
AutoCAD SHX Text 2600 Michelson Drive, Suite 500
AutoCAD SHX Text Irvine, California 92612
AutoCAD SHX Text
(949) 224-7500 Fax (949) 224-7501
AutoCAD SHX Text Jacobs Engineering Group Inc.
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ENVIRONMENTAL
AutoCAD SHX Text PAR ENVIRONMENTAL SERVICES, INC. 1906 21ST STREET SACRAMENTO, CA 95811 (916) 739-8356
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HAZMAT
AutoCAD SHX Text RGA ENVIRONMENTAL 2817 McGAW AVENUE IRVINE, CA 92614 (949) 864-2025 DAVID.SILVERI@TERRACON.COM
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MLMANIERY@YAHOO.COM JGMANIERY@YAHOO.COM
AutoCAD SHX Text 07/18/2018
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CIVIL EXISTING CONDITIONS &
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DEMOLITION PLAN
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CD101
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TT
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GENERAL NOTES
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1. ALL DEMOLISHED AND REMOVED MATERIALS AND PRODUCTS ARE TO BE ALL DEMOLISHED AND REMOVED MATERIALS AND PRODUCTS ARE TO BE TRANSPORTED OFF SITE PER SPECIFICATIONS. 2. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE PROCEEDING NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 3. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 4. EXISTING CONDITIONS ARE BASED ON THE TOPOGRAPHIC SURVEY PREPARED BY EXISTING CONDITIONS ARE BASED ON THE TOPOGRAPHIC SURVEY PREPARED BY BURKETT & WONG ENGINEERS, DATED 2 FEBRUARY 2015, AS WELL AS RECORD DRAWINGS PROVIDED BY THE GOVERNMENT. FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. 5. REFER TO GEOTECHNICAL REPORT BY STEVENS, FERRONE, & BAILEY REFER TO GEOTECHNICAL REPORT BY STEVENS, FERRONE, & BAILEY ENGINEERING COMPANY, INC. DATED JANUARY 27, 2015, FOR DESCRIPTION OF BORINGS AND MATERIALS ENCOUNTERED. PERFORM ALL SITE DEMOLITION IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 6. CONTRACTOR SHALL FIELD-LOCATE ALL UTILITIES (TYPE, SIZE, MATERIAL, CONTRACTOR SHALL FIELD-LOCATE ALL UTILITIES (TYPE, SIZE, MATERIAL, DEPTH/INVERT, ETC) IN THE VICINITY OF WORK PRIOR TO THE START OF CONSTRUCTION. USA MAY NOT SERVE THE AREA IN QUESTION. CONTRACTOR SHALL CONTRACT WITH A PRIVATE UTILITY LOCATING SERVICE TO FULFILL THIS REQUIREMENT.
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DEMOLITION KEYNOTES
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SAWCUT AND REMOVE AC PAVING.
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REMOVE CONCRETE PAVING / SLAB.
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REMOVE WALL.
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HAZARDOUS MATERIALS NOTE
AutoCAD SHX Text CERTAIN AREAS OF THE SITE ARE BELIEVED TO CONTAIN ASBESTOS AND LEAD AND/OR ARE CLASSIFIED AS UNIVERSAL WASTE. REFER TO HAZARDOUS MATERIAL REPORT BY TERRACON DATED 5/21/2015 FOR ANTICIPATED HAZARDOUS MATERIALS AT THE PROJECT SITE, LOCATIONS AND CONCENTRATIONS, AND ABATEMENT PROCEDURES. REFER ALSO TO ARCHITECTURAL DRAWINGS.
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AutoCAD SHX Text CLEAR ALL VEGETATION AND DEBRIS WITHIN WORK AREA / LIMITS OF WORK. SALVAGE ANY EQUIPMENT OR APPURTENANCES TO CEMETERY.
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REMOVE EXISTING STORM DRAIN INLET AND CONNECTING PIPE.
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AutoCAD SHX Text PROTECT IN PLACE EXISTING WALL, PILASTERS, AND FENCE/GATE WALLS. DO NOT DAMAGE. DO NOT IMPACT IN ANY WAY.
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EASTERN DRIVE
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AutoCAD SHX Text ADJUST EXISTING DRAIN INLET TO FINISHED GRADE. PROTECT IN PLACE DRAIN BASIN AND PIPE.
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LIMIT OF WORK
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BEGIN
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BEGIN REMOVAL
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TYP
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EM
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CONSULTANTS:
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ARCHITECT/ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
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AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
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AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
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AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
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AutoCAD SHX Text three eighths inch = one foot
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AutoCAD SHX Text one quarter inch = one foot
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VA FORM 08-6231
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NATIONAL CEMETERY ADMINISTRATION DESIGN AND CONSTRUCTION SERVICE
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892-CM3-035
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FORT ROSECRANS NATIONAL CEMETERY REPLACE MAINTENANCE BUILDINGS
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FORT ROSECRANS NATIONAL CEMETERY CABRILLO MEMORIAL DR, SAN DIEGO, CA 92106
AutoCAD SHX Text Consultants in Architecture, Engineering, AutoCAD SHX Text Planning, and the Environment
AutoCAD SHX Text Irvine Office
AutoCAD SHX Text 2600 Michelson Drive, Suite 500
AutoCAD SHX Text Irvine, California 92612
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(949) 224-7500 Fax (949) 224-7501
AutoCAD SHX Text Jacobs Engineering Group Inc.
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AutoCAD SHX Text Dwg. of
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ENVIRONMENTAL
AutoCAD SHX Text PAR ENVIRONMENTAL SERVICES, INC. 1906 21ST STREET SACRAMENTO, CA 95811 (916) 739-8356
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HAZMAT
AutoCAD SHX Text RGA ENVIRONMENTAL 2817 McGAW AVENUE IRVINE, CA 92614 (949) 864-2025 DAVID.SILVERI@TERRACON.COM
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MLMANIERY@YAHOO.COM JGMANIERY@YAHOO.COM
AutoCAD SHX Text 07/18/2018
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CIVIL OVERALL SITE PLAN
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CS101
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TT
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MS
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GENERAL NOTES
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1. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE PROCEEDING NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK. 2. REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL REFER TO ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. EXISTING CONDITIONS ARE BASED ON THE TOPOGRAPHIC SURVEY PROVIDED BY EXISTING CONDITIONS ARE BASED ON THE TOPOGRAPHIC SURVEY PROVIDED BY BURKETT & WONG, DATED 2/2/2015. 4. REFER TO GEOTECHNICAL REPORT BY STEVENS, FERRONE, & BAILEY REFER TO GEOTECHNICAL REPORT BY STEVENS, FERRONE, & BAILEY ENGINEERING COMPANY, INC. DATED JANUARY 27, 2015, FOR DESCRIPTION OF BORINGS AND MATERIALS ENCOUNTERED. PERFORM ALL SITE PREPARATION, GRADING, AND IMPROVEMENTS IN ACCORDANCE WITH THE GEOTECHNICAL REPORT. 5. CONTRACTOR SHALL FIELD-LOCATE ALL UTILITIES (TYPE, SIZE, MATERIAL, CONTRACTOR SHALL FIELD-LOCATE ALL UTILITIES (TYPE, SIZE, MATERIAL, DEPTH/INVERT, ETC) IN THE VICINITY OF WORK PRIOR TO THE START OF CONSTRUCTION. USA MAY NOT SERVE THE AREA IN QUESTION. CONTRACTOR SHALL CONTRACT WITH A PRIVATE UTILITY LOCATING SERVICE TO FULFILL THIS REQUIREMENT. 6. MATCH IMPROVEMENTS AT LIMIT OF WORK WITH SMOOTH TRANSITION. MATCH IMPROVEMENTS AT LIMIT OF WORK WITH SMOOTH TRANSITION. 7. JOINTING PATTERN SHOWN HEREON IS A SAMPLE PATTERN FOR REFERENCE JOINTING PATTERN SHOWN HEREON IS A SAMPLE PATTERN FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT HIS JOINTING PLAN IN COMPLIANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL INVESTIGATION REPORT.
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CONSTRUCTION KEYNOTES
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ASPHALT PAVING: 3"AC / 12"AB / PREPARED SUBGRADE. DETAIL 1/C501.
AutoCAD SHX Text CONCRETE PAVING: 6"PCC / 6"AB WITH NO. 4 BARS AT 18" O.C. EACH WAY IN PCC ON PREPARED SUBGRADE. PROVIDE JOINTS WITH 10' MAX SPACING; SEE GENERAL NOTE 8. PROVIDE 30" LONG NO. 4 BARS AT 18" O.C. AT JOINTS. DETAIL 2/C501.
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HAZARDOUS MATERIALS NOTES
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FENCE PER DETAIL 4/C501.
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GATE PER DETAIL 5/C501.
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LANDSCAPE. REFER TO CS401 AND CS402.
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AutoCAD SHX Text CURB PER DETAIL 3/C501, 0"CF TO 6"CF. REFER TO GRADING PLAN FOR TOP OF CURB AND FINISHED GRADE INFORMATION.
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REQUIRED SETBACK FROM TOP OF ADJACENT SLOPE
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FF=367.50
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AutoCAD SHX Text HYDROSEED IN DISTURBED AREAS WHICH ARE NOT SUBSEQUENTLY TREATED WITH OTHER COVER MATERIALS (I.E. PAVING, BUILDING, ETC).
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FORMED CONCRETE OR ASPHALT SWALE. REFER TO CG101.
AutoCAD SHX Text REFER TO ARCHITECTURAL PLANS FOR BUILDINGS; STRUCTURAL PLANS FOR FOUNDATION SYSTEMS; MECHANICAL, ELECTRICAL, PLUMBING PLANS FOR BUILDING UTILITIES.
AutoCAD SHX Text OVEREXCAVATION: 3' DEEP OVEREXCAVATION AND RECOMPACTION AT ALL FLATWORK AND PAVING, EXTENDING 3' FROM EDGE OF FLATWORK AND PAVING
AutoCAD SHX Text OVEREXCAVATION: 3' DEEP OVEREXCAVATION AND RECOMPACTION; CONFER WITH GEOTECHNICAL ENGINEER AT EXISTING RETAINING WALL AND OTHER IMPROVEMENTS TO REMAIN
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EXISTING COLUMBARIUM
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EASTERN DRIVE
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EAST PORTAL LOOP DRIVE
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EAST PORTAL LOOP DRIVE
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BREAK AREA/FURNISHINGS. REFER TO ARCHITECTURAL SHEETS.
AutoCAD SHX Text CERTAIN AREAS OF THE SITE ARE BELIEVED TO CONTAIN ASBESTOS AND LEAD AND/OR ARE CLASSIFIED AS UNIVERSAL WASTE. REFER TO HAZARDOUS MATERIAL REPORT BY TERRACON DATED 5/21/2015 FOR ANTICIPATED HAZARDOUS MATERIALS AT THE PROJECT SITE, LOCATIONS AND CONCENTRATIONS, AND ABATEMENT PROCEDURES. REFER ALSO TO ARCHITECTURAL DRAWINGS.
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COVERED STORAGE
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MAINTENANCE BUILDING
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COVERED WASH RACK
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NCA STORAGE YARD
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AutoCAD SHX Text RE-INSTALL SALVAGED 6'H PERIMETER FENCE FABRIC AND BARBED WIRE WITH NEW POSTS AND FOOTINGS.
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LIMIT OF WORK
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CONTRACTOR STORAGE YARD
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BEGIN
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END
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BOLLARDS. REFER TO ARCHITECTURAL SHEETS.
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TYP
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AutoCAD SHX Text OVEREXCAVATION: 9' DEEP OVEREXCAVATION AND RECOMPACTION AT BUILDING, EXTENDING 9' FROM EDGE OF BUILDING
AutoCAD SHX Text N:6255931.0083 E:1831888.5256
AutoCAD SHX Text N:6255948.9063 E:1831883.9116
AutoCAD SHX Text N:6255932.8152 E:1831840.9474
AutoCAD SHX Text N:6255963.6146 E:1831840.9370
AutoCAD SHX Text N:6255985.7514 E:1831874.6755
AutoCAD SHX Text N:6256009.5197 E:1831883.1034
AutoCAD SHX Text N:6255972.4863 E:1831929.6092
AutoCAD SHX Text N:6256006.9032 E:1831958.5697
AutoCAD SHX Text 12'W
AutoCAD SHX Text N:6255996.5767 E:1831988.6673
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PROTECT IN PLACE EXISTING FUEL TANK
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AutoCAD SHX Text N:6256019.0106 E:1831958.1284
AutoCAD SHX Text N:6256012.5275 E:1832025.1210
AutoCAD SHX Text N:6256020.8669 E:1832026.7360
AutoCAD SHX Text N:6256020.8396 E:1832051.6763
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STORM OUTFALL. REFER TO CG101.
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HAZMAT STORAGE
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VEHICLE LIFT
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STORAGE
AutoCAD SHX Text No. 71539
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EXP. 12-31-19
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UNLESS INDICATED OTHERWISE
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BFP
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ICB(2)
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HB
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GP
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GP
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