C-0002_-_GOGA_256311_-_Simmonds_Road_-_Final_100__Plan_Set_9_3_20.pdf
PDF 20 MB Posted
- Attached to
- Rehabilitate Simmonds Road Federal contract opportunity
- Solicitation number
- 140P8521R0006
About this file
This document provides details on a federal contract opportunity to rehabilitate Simmonds Road in San Francisco, California. The National Park Service is soliciting bids under solicitation number 140P8521R0006 to rehabilitate Simmonds Road within the Golden Gate National Recreation Area. The work includes final plan sets dated September 3, 2020 for the rehabilitation, with responses due by the date specified in the solicitation. The contract type is not specified but the opportunity is listed as a solicitation. The location is Simmonds Road in San Francisco and the required work is rehabilitation of that road within the boundaries of the Golden Gate National Recreation Area. The soliciting agency is the National Park Service within the Department of the Interior.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| J-0002_-_Relevant_Experience_Questionnaire_Amendment_0003_0003.doc | DOC document | |
| Sol_140P8521R0006_Amd_0003.pdf | ||
| 140P8521R0006_Amendment_0002_Package_0002.pdf | ||
| Sol_140P8521R0006_Amd_0002.pdf | ||
| Sol_140P8521R0006_Amd_0001.pdf | ||
| 140P8521R0006_Amend_0001_Package_0001.pdf | ||
| C-0001_-_GOGA_256311_-_Simmonds_Road_-_Final_100__Specifications_9_3_20.pdf | ||
| J-0001_-_Construction_Wage_Rate_Requirements.pdf | ||
| 140P8521R0006_-_Solicitation_Package_.pdf | ||
| Sol_140P8521R0006.pdf | ||
| J-0002_-_Relevant_Experience_Questionnaire.doc | DOC document |
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Text version
9-3-2020
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CONC TELECOMM VAULT - ABANDONED
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CONTROL POINT TABLE
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CP-219
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CP-105
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CP-104
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CP-103
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CP-102
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CP-220
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CP-200
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CP-100
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CP-101
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ROSENSTOCK RD
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SIMMONDS RD
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FIELD RD
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SIMMONDS RD
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ROSENSTOCK RD
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BUNKER RD
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SCALE OF FEET
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OF
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REHAB SIMMONDS ROAD
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K. GAUTHIER
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
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CONTROL POINTS
AutoCAD SHX Text 8/26/2020 3:12 PMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwgC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwg
A C2.1
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MAJOR CONTOUR
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ROAD - (ASPHALT)
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AERIAL POWER
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UNDERGROUND WATER
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SANITARY SEWER (PIPE DIA. IN INCHES)
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DENSE BRUSH
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NATURAL GAS
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SPOT ELEVATION
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WITH 1 3/4" ORANGE PLASTIC CAP MARKED
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SYMBOLS
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LUEBKE DJA, PC 13237 LS
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MINOR CONTOUR
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ROAD - SHOULDER
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FENCE - HISTORIC LOCATION
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UNDERGROUND POWER
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UNDERGROUND IRRIGATION
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UNDERGROUD FIBER OPTIC
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TREE DRIPLINE
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FENCE
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TREE (EVERGREEN) - CIRCLE IS TRUNK DIAMETER
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TREE (DECIDUOUS) - CIRCLE IS TRUNK DIAMETER
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BUSH
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WATER VALVE
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WATER MANHOLE
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BLOWOFF
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WATER PUMP
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UTILITY POLE
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UNDERGROUND WATER - ABANDONED
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LEGEND-EXISTING
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DATE:
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REHAB SIMMONDS ROAD
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
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LEGEND & GENERAL NOTES
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AutoCAD SHX Text AC ASBESTOS CONCRETE ASBESTOS CONCRETE AC ALUMINUM CAP ALUMINUM CAP ASTM AMERICAN SOCIETY FOR TESTING & MATERIALS AMERICAN SOCIETY FOR TESTING & MATERIALS AWWA AMERICAN WATER WORKS ASSOCIATION AMERICAN WATER WORKS ASSOCIATION BC BLUE CAP BLUE CAP BVCE BEGIN VERTICAL CURVE ELEVATION BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BEGIN VERTICAL CURVE STATION CA CALIFORNIA CALIFORNIA C.I. CAST IRON CAST IRON CMP CORRUGATED METAL PIPE CORRUGATED METAL PIPE CMU CONCRETE MASONRY UNIT CONCRETE MASONRY UNIT CO SEWER CLEANOUT SEWER CLEANOUT CONC CONCRETE CONCRETE CORP CORPORATION CORPORATION CP CONTROL POINT CONTROL POINT CPP CORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE DI DUCTILE IRON DUCTILE IRON DIA. DIAMETER DIAMETER DR DIMENSION RATIO DIMENSION RATIO E EASTING EASTING EA EACH EACH EG EXISTING GROUND EXISTING GROUND EJIW EAST JORDAN IRON WORKS EAST JORDAN IRON WORKS ELEC ELECTRICAL ELECTRICAL ELEV. ELEVATION ELEVATION ETC ET CETERA ET CETERA F.F. FINISH FLOOR ELEVATION FINISH FLOOR ELEVATION FG FINISH GROUND FINISH GROUND FL FLANGE FLANGE FLG FLANGE FLANGE FND FOUND FOUND GPS GLOBAL POSITIONING SYSTEM GLOBAL POSITIONING SYSTEM HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE HQ HEADQUARTERS HEADQUARTERS I.D. INSIDE DIAMETER/DIMENSION INSIDE DIAMETER/DIMENSION I.E. INVERT ELEVATION INVERT ELEVATION IMP. IMPROVEMENTS IMPROVEMENTS INV. INVERTINVERT
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ABBREVIATIONS
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GENERAL NOTES
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1. THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED THE UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. ALL UTILITIES MAY NOT BE SHOWN AND THOSE WHICH ARE SHOWN MAY NOT BE SHOWN ACCURATELY. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING TO DETERMINE AND VERIFY EXACT LOCATIONS, ELEVATIONS AND SIZES OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL NPS AND NON-NPS OWNED UTILITIES. IF ANY EXISTING UTILITY IS DAMAGED DURING CONSTRUCTION, CONTACT AND COORDINATE WITH THE UTILITY PROVIDER IMMEDIATELY, REPAIR OR REPLACE THE DAMAGED EXISTING UTILITY PER THE UTILITY PROVIDER'S RECOMMENDATIONS AND REQUIREMENTS AT NO COST TO NPS. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 2 FEET SEPARATION BETWEEN ALL EXISTING OR NEW DRY UTILITIES AND ALL EXISTING OR NEW WATER AND SEWER INSTALLATIONS, 2. REFER TO NOTE 3 ON SHEET C1.2 FOR MATERIAL STAGING REFER TO NOTE 3 ON SHEET C1.2 FOR MATERIAL STAGING C1.2 FOR MATERIAL STAGING FOR MATERIAL STAGING REQUIREMENTS. 3. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL REVIEW THE SITE PLANS AND DETERMINE THE CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, BOULDERS, SIDEWALKS, CULVERTS, UTILITIES AND OTHER SITE IMPROVEMENTS AND MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH CONSTRUCTION PRIOR TO SUBMITTING BID. 4. CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY CONSTRUCTION SHALL COMPLY WITH ENVIRONMENTAL PROTECTION AGENCY REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION, AND STATE OF CALIFORNIA REGULATIONS. 5. THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF THE CONTRACTOR SHALL ONLY DISTURB WITHIN THE LIMITS OF DISTURBANCE SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. NO GROUND DISTURBANCE SHALL OCCUR OUTSIDE THE LIMITS UNLESS APPROVED BY THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. ALL DISTURBANCE AREAS MUST BE RESTORED TO PRE-CONSTRUCTION OR BETTER CONDITIONS AT THE COMPLETION OF WORK. 6. THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING A THE CONTRACTOR IS RESPONSIBLE FOR PREPARING AND MAINTAINING A STORM WATER POLLUTION PREVENTION PLAN (SWPPP), AS SPECIFIED IN SECTION 01 57 23. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN ROADSIDE DITCHES, SWALES AND PREVENT EROSION THROUGHOUT THE PROJECT. 7. THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND THE CONTRACTOR SHALL NOT INTRODUCE OR TRANSPORT EXOTIC AND NON-NATIVE PLANTS INTO THE PARK. THE CONTRACTOR SHALL SCHEDULE EQUIPMENT INSPECTION WITH NPS PRIOR TO BRINGING ANY CONSTRUCTION EQUIPMENT INTO THE PARK. 8. STRIP NATIVE FILL AND STOCKPILE FOR REPLACEMENT IN AREAS OF STRIP NATIVE FILL AND STOCKPILE FOR REPLACEMENT IN AREAS OF EXCAVATION AND DISTURBANCE. UP TO 30 CUBIC YARDS OF ADDITIONAL NATIVE FILL WILL BE PROVIDED BY NPS AND CAN BE HAULED FROM THE MAINTENANCE YARD. IF ADDITIONAL NATIVE FILL IS NECESSARY THE CONTRACTOR SHALL PURCHASE MAYACAMA RED " BASE ROCK OR NPS 34" BASE ROCK OR NPS APPROVED EQUIVALENT FROM A LOCAL QUARRY. 9. THE CONTRACTOR IS RESPONSIBLE FOR HAULING AND DISPOSING OF THE CONTRACTOR IS RESPONSIBLE FOR HAULING AND DISPOSING OF EXCESS/CUT BASE COURSE MATERIAL OFFSITE. 10. RESTORE ALL DISTURBED SURFACES AS SPECIFIED AND SHOWN ON THE RESTORE ALL DISTURBED SURFACES AS SPECIFIED AND SHOWN ON THE CONSTRUCTION DRAWINGS. 11. PG&E DOES NOT ALLOW CONTRACTORS TO MAKE ADJUSTMENTS TO THEIR PG&E DOES NOT ALLOW CONTRACTORS TO MAKE ADJUSTMENTS TO THEIR EQUIPMENT AND WILL NEED TO BE CONTACTED IF NECESSARY. THE CONTRACTOR SHALL COORDINATE WITH PG&E AS NECESSARY. AN APPLICATION IS REQUIRED, AND CAN BE SUBMITTED AT HTTPS://WWW3.PGE.COM/CCOWEB. 12. UNLESS TREE REMOVAL IS SPECIFIED, PROTECT ALL EXISTING TREES. UNLESS TREE REMOVAL IS SPECIFIED, PROTECT ALL EXISTING TREES. CONTACT CONTRACTING OFFICER IF TREE IS IMPACTED DURING CONSTRUCTION. SEE DETAIL 7/C9.0. ADJUST TREE PROTECTION FENCE C9.0. ADJUST TREE PROTECTION FENCE . ADJUST TREE PROTECTION FENCE LOCATION AS NEEDED TO ACCOMMODATE WORK.
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PLAN FOOTNOTE REFERENCE
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%%UDETAIL NOTE
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NTS
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DETAIL SHEET REFERENCE
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PLAN SHEET TO DETAIL SHEET REFERENCE
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SECTION OR DETAIL IDENTIFICATION SYMBOLS
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SECTION
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SECTION VIEW ELEVATION VIEW LOCATION
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SECTION VIEW PLAN VIEW LOCATION
AutoCAD SHX Text L ARC LENGTH ARC LENGTH LF LINEAR FEET LINEAR FEET MAX. MAXIMUM MAXIMUM MECH MECHANICAL MECHANICAL MH MANHOLE MANHOLE MIL ONE-THOUSANDTH OF AN INCH ONE-THOUSANDTH OF AN INCH MIN. MINIMUM MINIMUM MJ MECHANICAL JOINT MECHANICAL JOINT MUTCD MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES N NORTHING NORTHING NAD83 NORTH AMERICAN DATUM OF 1983 NORTH AMERICAN DATUM OF 1983 NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 NORTH AMERICAN VERTICAL DATUM OF 1988 NO. NUMBER NUMBER NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE NTS NOT TO SCALE NOT TO SCALE O.D. OUTSIDE DIAMETER OUTSIDE DIAMETER O.S.H.A OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION PC POINT OF CURVATURE POINT OF CURVATURE PI POINT OF INTERSECTION POINT OF INTERSECTION PT POINT OF TANGENCY POINT OF TANGENCY PSF POUNDS PER SQUARE FOOT POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY POINT OF VERTICAL TANGENCY QTY QUANITITY QUANITITY R RADIUS RADIUS RCP REINFORCED CONCRETE PIPE REINFORCED CONCRETE PIPE RTK REAL TIME KINEMATIC (SURVEY TYPE) REAL TIME KINEMATIC (SURVEY TYPE) RV RECREATIONAL VEHICLE / CAMPER RECREATIONAL VEHICLE / CAMPER SCH SCHEDULE SCHEDULE SDR STANDARD DIAMETER RATIO STANDARD DIAMETER RATIO SPEC. SPECIFICATIONS SPECIFICATIONS SRVC. SERVICE SERVICE STA. STATION STATION SWPPP STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN TBD TO BE DETERMINED TO BE DETERMINED T.O.P. TOP OF PIPE TOP OF PIPE TYP TYPICAL TYPICAL US UNITED STATES OF AMERICA UNITED STATES OF AMERICA VC VERTICAL CURVEVERTICAL CURVE
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GV
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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REHAB SIMMONDS ROAD
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V. SCHENAVAR
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V. SCHENAVAR
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K. GAUTHIER
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
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SITE VICINITY MAP
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AutoCAD SHX Text GENERAL NOTES: 1) US HIGHWAY 101 PROVIDES PRIMARY ACCESS TO THE SITE FROM THE CITY OF SAN FRANCISCO, US HIGHWAY 101 PROVIDES PRIMARY ACCESS TO THE SITE FROM THE CITY OF SAN FRANCISCO, CALIFORNIA. THE PROJECT SITE IS LOCATED APPROXIMATELY 10 MILES FROM THE CITY CENTER OF SAN FRANCISCO, CALIFORNIA. 2) CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN AND HAUL ROUTE TO THE CONTRACTING CONTRACTOR MUST SUBMIT A TRAFFIC CONTROL PLAN AND HAUL ROUTE TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK. PLAN SHALL INCLUDE A MAP DEPICTING THE ANTICIPATED HAUL ROUTES AND COMPLIANCE WITH LEGAL LOAD RESTRICTIONS. SUBMIT PLAN AT LEAST 15 DAYS PRIOR TO HAULING MATERIALS. 3) A MATERIALS STAGING AREA IS LOCATED WITHIN THE PARK AT THE INTERSECTION OF SIMMONDS A MATERIALS STAGING AREA IS LOCATED WITHIN THE PARK AT THE INTERSECTION OF SIMMONDS ROAD AND BODSWORTH ROAD.
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PROJECT SITE VICINITY MAP
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FIELDS ROAD
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BUNKER ROAD
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PROJECT LIMITS
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BUNKER ROAD
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PROJECT LIMITS
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ROAD SEGMENT A SEE GRADING SHEETS C4.0 - C4.6. - C4.6.C4.6..
AutoCAD SHX Text ROAD SEGMENT B SEE ROAD PLAN & PROFILE SHEETS C5.0 - C5.5 AND C5.0 - C5.5 AND - C5.5 AND C5.5 AND AND SEE CROSS SECTION SHEETS X1.0 - X1.2. - X1.2.X1.2..
AutoCAD SHX Text 1" = 150'
8/26/2020 3:12 PMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwgC:\Simmonds Road design\GOGA\7000.01-C1.0-CONTROL POINTS.dwg
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AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
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STUDIO BUILDING-956
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SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
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MATCH LINE C2.1C2.1
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1. PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL TEMPORARY PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL TEMPORARY CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. PROTECT EXISTING CONCRETE SIDEWALK AND BUILDING STAIRCASES TO REMAIN. PROTECT EXISTING CONCRETE SIDEWALK AND BUILDING STAIRCASES TO REMAIN. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. 3. DEMOLISH EXISTING CONCRETE CURB AND GUTTER; DISPOSE OFFSITE. DEMOLISH EXISTING CONCRETE CURB AND GUTTER; DISPOSE OFFSITE. 4. REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. 5. DEMOLISH EXISTING WOOD RETAINING WALL AND DISPOSE OFFSITE. DEMOLISH EXISTING WOOD RETAINING WALL AND DISPOSE OFFSITE. 6. REMOVE JERSEY BARRIERS AND HAUL TO NPS MATERIALS YARD AT END OF REMOVE JERSEY BARRIERS AND HAUL TO NPS MATERIALS YARD AT END OF BUNKER ROAD OR AS DIRECTED BY CONTRACTING OFFICER. 7. REMOVE AND RETAIN RUBBER SPEED BUMPS FOR REINSTALLATION. STOCKPILE IN REMOVE AND RETAIN RUBBER SPEED BUMPS FOR REINSTALLATION. STOCKPILE IN LOCATION TO PROTECT FROM DAMAGE DURING CONSTRUCTION. 8. REMOVE AND DISPOSE "RESIDENT ONLY" SIGN AND POST. REMOVE AND DISPOSE "RESIDENT ONLY" SIGN AND POST. 9. MAILBOXES (QTY. 8) TO BE REMOVED AND TEMPORARILY INSTALLED ON FIELD MAILBOXES (QTY. 8) TO BE REMOVED AND TEMPORARILY INSTALLED ON FIELD ROAD AS DIRECTED BY CONTRACTING OFFICER DURING CONSTRUCTION ACTIVITIES. 10. REMOVE EXISTING WHEEL STOPS (QTY. 6) AND DISPOSE OFFSITE. REMOVE EXISTING WHEEL STOPS (QTY. 6) AND DISPOSE OFFSITE. 11. REMOVE AND DISPOSE ABOVE GROUND DRAINAGE PIPE. REMOVE AND DISPOSE ABOVE GROUND DRAINAGE PIPE. 12. PROPTECT EXISTING HISTORIC VAULT TO REMAIN. PROPTECT EXISTING HISTORIC VAULT TO REMAIN. 13. PROTECT EXISTING FIRE HYDRANT TO REMAIN. PROTECT EXISTING FIRE HYDRANT TO REMAIN. 14. CUT PINE TREE FLUSH TO GROUND AND LEAVE STUMP. DISPOSE OF TREE CUT PINE TREE FLUSH TO GROUND AND LEAVE STUMP. DISPOSE OF TREE OFFSITE. 15. REMOVE EXISTING SUBGRADE MATERIAL IN PREPARATION OF ASPHALT PAVING PER REMOVE EXISTING SUBGRADE MATERIAL IN PREPARATION OF ASPHALT PAVING PER GRADING PLANS.
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-CONSTRUCTION NOTES: DEMO
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STUDIO BUILDING-955
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SIMMONDS ROAD
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FIELD ROAD
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DEMOLITION PLAN
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EXISTING GROUND CONTOURS, TYP.
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SCALE OF FEET
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CONSTRUCTION STAGING AREA WITH STABILIZED CONSTRUCTION ENTRANCE
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REHAB SIMMONDS ROAD
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V. SCHENAVAR
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K. GAUTHIER
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NATIONAL PARK
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MATCH LINE C2.0C2.0
AutoCAD SHX Text
MATCH LINE C2.2C2.2
AutoCAD SHX Text
GYMNASIUM BUILDING-952
AutoCAD SHX Text R
AutoCAD SHX Text
1. PROTECT EXISTING CATCH BASINS TO REMAIN. PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. PROTECT EXISTING WOOD WALKWAY TO REMAIN. PROTECT EXISTING WOOD WALKWAY TO REMAIN. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. 3. DEMOLISH EXISTING CONCRETE CURB AND GUTTER DEMOLISH EXISTING CONCRETE CURB AND GUTTER AND DISPOSE OFFSITE. 4. REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. 5. REMOVE AND DISPOSE OF "RESIDENT ONLY" SIGN REMOVE AND DISPOSE OF "RESIDENT ONLY" SIGN AND POST. 6. DEFUNCT TELECOMM VAULT TO BE REMOVED AND DEFUNCT TELECOMM VAULT TO BE REMOVED AND DISPOSED OFFSITE. 7. HISTORIC VAULT TO REMAIN AND BE PROTECTED. HISTORIC VAULT TO REMAIN AND BE PROTECTED. 8. PROTECT CONCRETE RETAINING WALL TO REMAIN. PROTECT CONCRETE RETAINING WALL TO REMAIN. 9. DEMOLISH SIDEWALK AND DISPOSE OFFSITE. DEMOLISH SIDEWALK AND DISPOSE OFFSITE. 10. PROTECT NPS SIGN TO REMAIN. PROTECT NPS SIGN TO REMAIN. 11. REMOVE AND DISPOSE OF BODSWORTH REMOVE AND DISPOSE OF BODSWORTH ROAD/SIMMONDS ROAD SIGN AND POST. 12. REMOVE EXISTING SUBGRADE MATERIAL IN REMOVE EXISTING SUBGRADE MATERIAL IN PREPARATION OF CONCRETE PARKING STALL PER GRADING PLANS.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text
BODSWORTH ROAD
AutoCAD SHX Text
SAWCUT
AutoCAD SHX Text C2.1
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
GV
AutoCAD SHX Text
AutoCAD SHX Text
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SCALE OF FEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.1C2.1
AutoCAD SHX Text
MATCH LINE C2.3C2.3
AutoCAD SHX Text
STUDIO BUILDING-945
AutoCAD SHX Text R
AutoCAD SHX Text
1. PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. PROTECT EXISTING CONCRETE SIDEWALK TO REMAIN. ACCESS PROTECT EXISTING CONCRETE SIDEWALK TO REMAIN. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. 3. PROTECT EXISTING CONCRETE SWALE TO REMAIN. PROTECT EXISTING CONCRETE SWALE TO REMAIN. 4. REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. 5. PROTECT CONCRETE RETAINING WALL TO REMAIN. PROTECT CONCRETE RETAINING WALL TO REMAIN. 6. DEMOLISH SIDEWALK AND DISPOSE OFFSITE. DEMOLISH SIDEWALK AND DISPOSE OFFSITE. 7. PROTECT ART CENTER SIGN TO REMAIN. PROTECT ART CENTER SIGN TO REMAIN. 8. REMOVE AND DISPOSE ROSENSTOCK ROAD/SIMMONDS ROAD REMOVE AND DISPOSE ROSENSTOCK ROAD/SIMMONDS ROAD SIGN AND POST. 9. PROTECT CONCRETE TRASH ENCLOSURE TO REMAIN. PROTECT CONCRETE TRASH ENCLOSURE TO REMAIN. 10. PROTECT CONCRETE RETAINING WALL AND STAIRWELL TO PROTECT CONCRETE RETAINING WALL AND STAIRWELL TO REMAIN. 11. PROTECT CONCRETE ADA PARKING STALLS TO REMAIN. PROTECT CONCRETE ADA PARKING STALLS TO REMAIN. 12. REMOVE EXISTING WHEEL STOPS AND DISPOSE OFFSITE. REMOVE EXISTING WHEEL STOPS AND DISPOSE OFFSITE. 13. REMOVE AND DISPOSE OF EXIT ONLY SIGN AND POST. REMOVE AND DISPOSE OF EXIT ONLY SIGN AND POST. 14. REMOVE 3 INCHES OF GRAVEL FROM PARKING AREA IN REMOVE 3 INCHES OF GRAVEL FROM PARKING AREA IN PREPARATION FOR ASPHALT PAVING. 15. REMOVE CURB AND GUTTER AND DISPOSE OFFSITE.REMOVE CURB AND GUTTER AND DISPOSE OFFSITE.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text
ROSENSTOCK ROAD
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0.C9.0..
AutoCAD SHX Text
MESS HALL BUILDING-944
AutoCAD SHX Text
BUILDING-942
AutoCAD SHX Text C2.2
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
AutoCAD SHX Text ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. PROTECT EXISTING STAIR STRUCTURE.
AutoCAD SHX Text
PROTECT EXISTING STAIR STRUCTURE FROM UNDERMINING DURING SIDEWALK DEMOLITION.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
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TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.2C2.2
AutoCAD SHX Text
MATCH LINE C2.4C2.4
AutoCAD SHX Text R
AutoCAD SHX Text
1. PROTECT EXISTING CATCH BASINS TO PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. DEMOLISH EXISTING CONCRETE DEMOLISH EXISTING CONCRETE SIDEWALK AND DISPOSE OFFSITE. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. 3. DEMOLISH EXISTING CONCRETE CURB DEMOLISH EXISTING CONCRETE CURB AND GUTTER AND DISPOSE OFFSITE. 4. REMOVE 3" OF EXISTING ASPHALT REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. 5. PROTECT STAIRCASE TO REMAIN. PROTECT STAIRCASE TO REMAIN. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION. 6. PROTECT FIRE HYDRANT TO REMAIN. PROTECT FIRE HYDRANT TO REMAIN.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text
BUILDING 941 HOSTEL BUILDING
AutoCAD SHX Text
BUILDING 940
AutoCAD SHX Text
BUILDING 939
AutoCAD SHX Text
BUILDING 937
AutoCAD SHX Text C2.3
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.5C2.5
AutoCAD SHX Text
MATCH LINE C2.3C2.3
AutoCAD SHX Text R
AutoCAD SHX Text
1. PROTECT EXISTING CATCH BASINS TO REMAIN. PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM, 2. DEMOLISH EXISTING CONCRETE CURB AND DEMOLISH EXISTING CONCRETE CURB AND GUTTER AND DISPOSE OFFSITE. 3. REMOVE 3" OF EXISTING ASPHALT PAVEMENT REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. SEE GRADING SHEETS. 4. PROTECT STAIRCASE TO REMAIN. ACCESS INTO PROTECT STAIRCASE TO REMAIN. ACCESS INTO EXISTING BUILDING SHALL BE MAINTAINED DURING CONSTRUCTION.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text
BUILDING 934
AutoCAD SHX Text
BUILDING 936
AutoCAD SHX Text C2.4
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
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TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.6C2.6
AutoCAD SHX Text
MATCH LINE C2.4C2.4
AutoCAD SHX Text R
AutoCAD SHX Text
1. PROTECT EXISTING CATCH BASINS TO REMAIN. PROTECT EXISTING CATCH BASINS TO REMAIN. CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. DEMOLISH EXISTING CONCRETE CURB AND GUTTER DEMOLISH EXISTING CONCRETE CURB AND GUTTER AND DISPOSE OFFSITE. 3. REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND REMOVE 3" OF EXISTING ASPHALT PAVEMENT AND DISPOSE OFFSITE. SCARIFY, GRADE, AND COMPACT EXISTING SUBGRADE IN PREPARATION FOR NEW ASPHALT PAVEMENT. SEE GRADING SHEETS. 4. PROTECT EXISTING CONCRETE CURB TO REMAIN. PROTECT EXISTING CONCRETE CURB TO REMAIN. 5. REMOVE EXISTING ASPHALT PAVEMENT (AND REMOVE EXISTING ASPHALT PAVEMENT (AND AGGREGATE BASE) TO A DEPTH 3" BELOW FINAL GRADE TO ACCOMMODATE NEW ASPHALT PAVEMENT. SEE PLAN & PROFILE SHEETS. 6. PROTECT EXISTING STONE RETAINING WALL TO PROTECT EXISTING STONE RETAINING WALL TO REMAIN. 7. PROTECT EXISTING CONCRETE GATE COLUMN TO PROTECT EXISTING CONCRETE GATE COLUMN TO REMAIN. 8. REMOVE AND DISPOSE OF SIMMONDS REMOVE AND DISPOSE OF SIMMONDS ROAD/ROSENSTOCK ROAD SIGN AND POST. 9. REMOVE AND DISPOSE OF DO NOT ENTER SIGN AND REMOVE AND DISPOSE OF DO NOT ENTER SIGN AND POST.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text
ROSENSTOCK ROAD
AutoCAD SHX Text C2.5
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SAWCUT LINE. SEE DETAIL 3/C9.0C9.0
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
SIMMONDS RD
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ASPHALT
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AutoCAD SHX Text
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SCALE OF FEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.7C2.7
AutoCAD SHX Text
MATCH LINE C2.5C2.5
AutoCAD SHX Text R
AutoCAD SHX Text
1. REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT (AND BASE COURSE) TO A DEPTH 3" BELOW FINAL GRADE TO ACCOMMODATE NEW ASPHALT PAVEMENT. SEE PLAN & PROFILE SHEETS
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text C2.6
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.6C2.6
AutoCAD SHX Text
MATCH LINE C2.8C2.8
AutoCAD SHX Text R
AutoCAD SHX Text
1. REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT (AND BASE COURSE) TO A DEPTH 3" BELOW FINAL GRADE TO ACCOMMODATE NEW ASPHALT PAVEMENT. SEE PLAN & PROFILE SHEETS. 2. PROTECT HISTORICAL GUARDRAIL POSTS PROTECT HISTORICAL GUARDRAIL POSTS TO REMAIN.
AutoCAD SHX Text
-CONSTRUCTION NOTES: DEMO
AutoCAD SHX Text
SIMMONDS ROAD
AutoCAD SHX Text C2.7
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE OF FEET
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
AutoCAD SHX Text
TECH. REVIEW:
AutoCAD SHX Text
SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
AutoCAD SHX Text
DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
REHAB SIMMONDS ROAD
AutoCAD SHX Text
AutoCAD SHX Text 151380
AutoCAD SHX Text
AutoCAD SHX Text
V. SCHENAVAR
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V. SCHENAVAR
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K. GAUTHIER
AutoCAD SHX Text 9.03.2020
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
AutoCAD SHX Text 256311
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MATCH LINE C2.7C2.7
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MATCH LINE C2.9C2.9
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1. CONTRACTOR TO INSTALL TEMPORARY CATCH CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT (AND BASE COURSE) TO A DEPTH 3" BELOW FINAL GRADE TO ACCOMMODATE NEW ASPHALT PAVEMENT. SEE PLAN & PROFILE SHEETS. 3. PROTECT EXISTING CONCRETE CURB AND PROTECT EXISTING CONCRETE CURB AND GUTTER TO REMAIN.
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-CONSTRUCTION NOTES: DEMO
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SIMMONDS ROAD
AutoCAD SHX Text C2.8
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DEMOLITION PLAN
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EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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SCALE OF FEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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REHAB SIMMONDS ROAD
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AutoCAD SHX Text 151380
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AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
AutoCAD SHX Text
GOLDEN GATE NATIONAL RECREATION AREA
AutoCAD SHX Text
NATIONAL PARK
AutoCAD SHX Text 256311
AutoCAD SHX Text
MATCH LINE C2.8C2.8
AutoCAD SHX Text
1. CONTRACTOR TO INSTALL TEMPORARY CONTRACTOR TO INSTALL TEMPORARY CATCH BASIN PROTECTION AT ALL EXISTING CATCH BASINS AS REQUIRED TO PREVENT SILT-LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEM. 2. REMOVE EXISTING ASPHALT PAVEMENT REMOVE EXISTING ASPHALT PAVEMENT (AND BASE COURSE) TO A DEPTH 3" BELOW FINAL GRADE TO ACCOMMODATE NEW ASPHALT PAVEMENT. SEE PLAN & PROFILE SHEETS. 3. REMOVE AND DISPOSE OF "DO NOT REMOVE AND DISPOSE OF "DO NOT ENTER" SIGN AND POST. 4. REMOVE AND DISPOSE OF "STOP" REMOVE AND DISPOSE OF "STOP" SIGN AND POST.
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-CONSTRUCTION NOTES: DEMO
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SIMMONDS ROAD
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BUNKER ROAD
AutoCAD SHX Text C2.9
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DEMOLITION PLAN
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COASTAL TRAIL
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SAWCUT LINE. SEE DETAIL 4/C9.0C9.0
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EXISTING GROUND CONTOURS, TYP.
AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REPLACEMENT REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES. 3. PROTECT ALL EXISTING WATER VALVE COVERS AND PROTECT ALL EXISTING WATER VALVE COVERS AND OTHER UTILITY APPURTENANCES ON THE ROADWAY DURING CONSTRUCTION ACTIVITIES.
8/28/2020 9:24 AMV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgV.SCHENAVARC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwgC:\Simmonds Road design\GOGA\7000.01-C2.0-DEMO.dwg
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Residents
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Bodsworth Rd. Simmonds Rd.
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GV
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SCALE OF FEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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REHAB SIMMONDS ROAD
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AutoCAD SHX Text 151380
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V. SCHENAVAR
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V. SCHENAVAR
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K. GAUTHIER
AutoCAD SHX Text 9.03.2020
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
AutoCAD SHX Text 256311
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MATCH LINE C3.1C3.1
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-CONSTRUCTION NOTES:
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1. INSTALL CONCRETE SIDEWALK. SEE DETAIL 1/C9.1. INSTALL CONCRETE SIDEWALK. SEE DETAIL 1/C9.1. C9.1. . 2. INSTALL CONCRETE CURB AND GUTTER. SEE DETAIL 5/C9.0. INSTALL CONCRETE CURB AND GUTTER. SEE DETAIL 5/C9.0. C9.0. . 3. INSTALL 3" THICK ASPHALT PAVEMENT. SEE DETAIL 4/C9.2. INSTALL 3" THICK ASPHALT PAVEMENT. SEE DETAIL 4/C9.2. C9.2. . 4. RE-INSTALL SALVAGED MAILBOXES AS DIRECTED BY CONTRACTING OFFICER. RE-INSTALL SALVAGED MAILBOXES AS DIRECTED BY CONTRACTING OFFICER. 5. INSTALL WOOD RETAINING WALL. SEE STRUCTURAL SHEETS. INSTALL WOOD RETAINING WALL. SEE STRUCTURAL SHEETS. 6. RE-INSTALL SALVAGED RUBBER SPEED BUMPS. RE-INSTALL SALVAGED RUBBER SPEED BUMPS. 7. INSTALL WHEEL STOPS (QTY. 9) SEE DETAIL 7/C9.2. INSTALL WHEEL STOPS (QTY. 9) SEE DETAIL 7/C9.2. C9.2. . 8. INSTALL ABA PARKING STALL. SEE DETAIL 3/C9.1. INSTALL ABA PARKING STALL. SEE DETAIL 3/C9.1. C9.1. . 9. INSTALL NATIVE FILL ON ROAD SHOULDER WHERE ASPHALT WAS REMOVED AND INSTALL NATIVE FILL ON ROAD SHOULDER WHERE ASPHALT WAS REMOVED AND NOT REPLACED. SMOOTH AND GRADE AREA TO MATCH ADJACENT EXISTING GROUND. 10. INSTALL NEW RESIDENTS ONLY SIGN. SEE DETAIL 8/C9.2. INSTALL NEW RESIDENTS ONLY SIGN. SEE DETAIL 8/C9.2. C9.2. . 11. STRIPING NEW PARKING LOT STALLS. SEE DETAIL 2/C9.1. STRIPING NEW PARKING LOT STALLS. SEE DETAIL 2/C9.1. C9.1. . 12. INSTALL BODSWORTH ROAD/SIMMONDS ROAD SIGN. SEE DETAIL 8/C9.2. INSTALL BODSWORTH ROAD/SIMMONDS ROAD SIGN. SEE DETAIL 8/C9.2. C9.2. . 13. INSTALL SURVEY MARKER IN CONCRETE CURB OR SIDEWALK WITH DATE STAMP. INSTALL SURVEY MARKER IN CONCRETE CURB OR SIDEWALK WITH DATE STAMP. SEE DETAIL 8/C9.0. C9.0. . 14. INSTALL 4" X 16" ASPHALT DIKE. SEE DETAIL 6/C9.0. INSTALL 4" X 16" ASPHALT DIKE. SEE DETAIL 6/C9.0. C9.0. . 15. EXISTING ROAD AND NEW ASPHALT CONNECTION. SEE DETAIL 3/C9.0. EXISTING ROAD AND NEW ASPHALT CONNECTION. SEE DETAIL 3/C9.0. C9.0. . 16. INSTALL CROSSWALK PAVEMENT MARKINGS. SEE DETAIL 2/C9.1. INSTALL CROSSWALK PAVEMENT MARKINGS. SEE DETAIL 2/C9.1. C9.1. . 17. EXISTING 6" DIA. HDPE WATERLINE STUB. INVESTIGATE, VERIFY, AND DOCUMENT EXISTING 6" DIA. HDPE WATERLINE STUB. INVESTIGATE, VERIFY, AND DOCUMENT TERMINUS OF STUB BEYOND LIMITS OF CONSTRUCTION WORK. IF WATERLINE DOES NOT EXTEND BEYOND CONSTRUCTION LIMITS, COORDINATE WITH CONTRACTING OFFICER TO EXTEND WATERLINE STUB A MIN. 10' BEYOND CONSTRUCTION LIMITS AND MATCH DEPTH OF EXISTING WATER LINE. 18. INSTALL DRAINAGE SWALE TO CONVEY WATER AWAY FROM EXISTING BUILDING. INSTALL DRAINAGE SWALE TO CONVEY WATER AWAY FROM EXISTING BUILDING. FIELD FIT PER CONTRACTING OFFICER'S DIRECTION. SEE DETAIL 3/C9.4. C9.4. . 19. INSTALL NEW CONCRETE VERTICAL CURB. SEE DETAIL 5/C9.4.INSTALL NEW CONCRETE VERTICAL CURB. SEE DETAIL 5/C9.4.C9.4..
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GYMNASIUM BUILDING-952
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SIMMONDS ROAD
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FIELD ROAD
AutoCAD SHX Text C3.0
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SITE PLAN
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EXISTING GROUND, TYP.
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AutoCAD SHX Text NOTES: : 1. REFER TO THE 2010 WATERLINE REFER TO THE 2010 WATERLINE REPLACEMENT AS-BUILT PLANS WHICH SHOW POTENTIAL UNDERGROUND UTILITY CONFLICTS. 2. PROTECT ALL SITE ELEMENTS OUTSIDE OF PROTECT ALL SITE ELEMENTS OUTSIDE OF WORK ZONE FROM DAMAGE DURING CONSTRUCTION ACTIVITIES.
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AutoCAD SHX Text 24" X 6"
AutoCAD SHX Text 24" X 6"
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FINISHED GROUND, TYP.
AutoCAD SHX Text NOTES: : 1. CONTRACTOR TO COORDINATE WITH CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER ON SIGN FONT. SIZE AND STYLE.
AutoCAD SHX Text NOTES: : 1. CONTRACTOR TO COORDINATE WITH CONTRACTOR TO COORDINATE WITH CONTRACTING OFFICER ON SIGN FONT. SIZE AND STYLE.
AutoCAD SHX Text 3/12/2021 11:02 AMV.SCHENAVARF:\7000.01 NPS PWR Simmonds Road Rehabilitation\dwg\GOGA\Civil\7000.01-C3.0-SITE PLAN.dwgV.SCHENAVARF:\7000.01 NPS PWR Simmonds Road Rehabilitation\dwg\GOGA\Civil\7000.01-C3.0-SITE PLAN.dwgF:\7000.01 NPS PWR Simmonds Road Rehabilitation\dwg\GOGA\Civil\7000.01-C3.0-SITE PLAN.dwg
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HCA REVIEW COMMENTS 3/12/2021
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REVISED SIDEWALK ALIGNMENT
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REVISED DRIVE LANE. FILL IN ROAD SHOULDERS TO GRADES ON SHEET C4.2 C4.2
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INSTALL 4" CONCRETE CURB SEE DETAIL 6/C9.4C9.4
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O
P
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Simmonds Rd. Rosenstock Rd.
EXIT
DO NOT
ENTER
ONLY
STOP
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GV
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SCALE OF FEET
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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REHAB SIMMONDS ROAD
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AutoCAD SHX Text 151380
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V. SCHENAVAR
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V. SCHENAVAR
AutoCAD SHX Text
K. GAUTHIER
AutoCAD SHX Text 9.03.2020
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GOLDEN GATE NATIONAL RECREATION AREA
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NATIONAL PARK
AutoCAD SHX Text 256311
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MATCH LINE C3.2C3.2
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MATCH LINE C3.0C3.0
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SIMMONDS ROAD
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STUDIO BUILDING-945
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ROSENSTOCK ROAD
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MESS HALL BUILDING-944
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BUILDING-942
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BUILDING 941 HOSTEL BUILDING
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BUILDING 939
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BUILDING 937
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BUILDING 934
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BUILDING 936
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SITE PLAN
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-CONSTRUCTION NOTES:
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1. INSTALL CONCRETE SIDEWALK. SEE DETAIL 1/C9.1. INSTALL CONCRETE SIDEWALK. SEE DETAIL 1/C9.1. C9.1. . 2. INSTALL CONCRETE CURB AND GUTTER. SEE DETAIL 5/C9.0. INSTALL CONCRETE CURB AND GUTTER. SEE DETAIL 5/C9.0. C9.0. . 3. INSTALL 3" THICK ASPHALT PAVEMENT. SEE DETAIL 4/C9.2. INSTALL 3" THICK ASPHALT PAVEMENT. SEE DETAIL 4/C9.2. C9.2. . 4. INSTALL NATIVE FILL ON ROAD SHOULDER WHERE ASPHALT WAS INSTALL NATIVE FILL ON ROAD SHOULDER WHERE ASPHALT WAS REMOVED AND NOT REPLACED. SMOOTH AND GRADE AREA TO MATCH ADJACENT EXISTING GROUND. 5. INSTALL SURVEY MARKER IN CONCRETE CURB OR SIDEWALK WITH INSTALL SURVEY MARKER IN CONCRETE CURB OR SIDEWALK WITH DATE STAMP. SEE DETAIL 8/C9.0. C9.0. . 6. INSTALL NEW ROSENSTOCK ROAD/SIMMONDS ROAD/STOP SIGN. SEE INSTALL NEW ROSENSTOCK ROAD/SIMMONDS ROAD/STOP SIGN. SEE DETAIL 8/C9.2. C9.2. . 7. INSTALL CONCRETE DRAINAGE SWALE. SEE DETAILS 2/C9.2 AND INSTALL CONCRETE DRAINAGE SWALE. SEE DETAILS 2/C9.2 AND C9.2 AND AND 1/C9.4. C9.4. . 8. INSTALL NEW EXIT ONLY SIGN. SEE DETAIL 8/C9.2. INSTALL NEW EXIT ONLY SIGN. SEE DETAIL 8/C9.2. C9.2. . 9. INSTALL NEW CONCRETE LANDING AT BASE OF STAIRCASE SEE INSTALL NEW CONCRETE LANDING AT BASE OF STAIRCASE SEE SHEET C9.3. C9.3. . 10. PROTECT EXISTING EXTERIOR SITE IMPROVEMENTS DURING PROTECT EXISTING EXTERIOR SITE IMPROVEMENTS DURING CONSTRUCTION ACTIVITIES. 11. INSTALL WHEEL STOP (QTY. 1) SEE DETAIL 7/C9.2. INSTALL WHEEL STOP (QTY.
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