B08_Section_JDrawings.pdf

PDF 3 MB Posted Aug 12, 2021

Attached to: PT BONITA LIFT STATION & WATERLINE FOR GOLDEN GATE
Solicitation number: 140P8621R0029
Issued by: Department of the Interior National Park Service Pacific West Region

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Written by GovTribe AI · Dec 28, 2023

This document provides construction drawings and specifications for the Point Bonita Lift Station and Waterline project for Golden Gate National Park. The project involves rehabilitating an existing wastewater lift station, installing a new waterline, and making site improvements. Key details include plans and sections for the new lift station building, control panel, and site utilities; specifications for mechanical equipment like pumps and controls; and civil drawings showing site plans, profiles, and details for site work. The drawings indicate demolition of existing structures, installation of new piping, electrical, and site features to support the wastewater and water systems. Construction fencing, staging, and sequencing are also delineated.

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NO. 70417

EXP. 9/30/20

SHEET INDEX:

SHEET SUB SHEET TITLE OF SHEET

6/28/19

RFP No. 140P8621R0017 Section J - Attachment No. 005

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TOMALES

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PETALUMA

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NOVATO

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NAPA

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FAIRFIELD

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VALLEJO

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CONCORD

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WALNUT

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HAYWARD

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BERKELEY

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SAN

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PABLO

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PACIFIC

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GOLDEN GATE

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NATIONAL

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SWEENEY

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AREA

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FUNSTON

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FORT

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MASON

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PRESIDIO

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ISLAND

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STINSON

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BEACH

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NATIONAL

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MONUMENT

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POINT

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REYES

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NATIONAL

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SEASHORE

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SAMUEL P. TAYLOR

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FRANCIS

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DRAKE

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ROAD

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VALLEY

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ROAD

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CAMINO

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ANGEL ISLAND

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SHORELINE

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HIGHWAY

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RIDGE

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CREST

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BAY BRIDGE

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BEACH

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BAKER BEACH

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CLIFF HOUSE

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FORT POINT

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PACIFIC

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OCEAN

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SAN RAFAEL

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RICHMOND

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BRIDGE

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(TOLL)

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HQ.

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POINT REYES

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STATION

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TO PETALUMA

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RICHMOND

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OAKLAND

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(TOLL)

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POINT

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BONITA

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SAN FRANCISCO BAY

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GOLDEN GATE

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BRIDGE

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(TOLL)

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SAN FRANCISCO CO.

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SAN MATEO CO.

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MARIN CO.

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SAN FRANCISCO CO.

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ALAMEDA CO.

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MARIN CO.

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SOUTH

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PACIFICA & SWEENEY

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STATE

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NATIONAL PARK SERVICE

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PACIFIC WEST REGION

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REGION

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COUNTY

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DEPARTMENT OF THE INTERIOR

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NAME OF PARK

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UNITED STATES

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LOCATION WITHIN PARK

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TITLE OF PROJECT

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PKG.

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NO.

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SHEET

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DRAWING NO.

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CONSTRUCTION DRAWINGS

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REHABILITATE POINT BONITA LIFT STATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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PACIFIC WEST

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MARIN

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CALIFORNIA

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SCALE OF MILES

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NATIONAL RECREATION AREA BOUNDARY IS

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THE SWEENEY RIDGE AREA IS NOT SHOWN.

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CHECK WITH LOCAL OFFICIALS FOR CURRENT

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MANAGED BY THE NATIONAL PARK SERVICE.

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STATUS.

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NOT ALL PROPERTY WITHIN THE GOLDEN GATE

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ADJACENT NATIONAL PARK

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STATE PARK BOUNDARY

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PARKING

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LIGHTHOUSE

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INFORMATION CENTER

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RANGER STATION

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PARK HEADQUARTERS

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HQ.

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TRAIL

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COUNTY LINE

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LEGEND

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PARK BOUNDARY

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PROJECT LOCATION

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MARIN HEADLANDS

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GENERAL

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COVER

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LEGEND & ABBREVIATIONS

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CIVIL SHEETS

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DESIGN CRITERIA

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EXISTING SITE & STAGING PLAN

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SEPTIC TANK DEMO PLAN

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SITE DESIGN PLAN LIFT STATION

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SITE PLAN SECTION LIFT STATION

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SITE DESIGN PLAN ROADWAY

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PLAN & PROFILE

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PLAN & PROFILE

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CIVIL DETAILS

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LIFT STATION DETAILS

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TRENCH DETAILS

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DETAILS

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ELECTRICAL

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GENERAL NOTES LEGEND

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SITE ELECTRICAL PLAN

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POWER PLAN

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ELECTRICAL DETAILS

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CONTROL DIAGRAM

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ELECTRICAL SCHEDULES

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RFP No. 140P8621R0017 Section J - Attachment No. 005

AutoCAD SHX Text GENERAL NOTES: 1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH NPS STANDARDS AND STATE AND LOCAL STANDARDS. 2. SURVEY/ ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE SURVEY/ ELEVATIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. ACTUAL ELEVATIONS SHALL BE FIELD VERIFIED DURING CONSTRUCTION.. 3. IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS IN GENERAL, EXISTING STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN AS SCREENED BACKGROUND. NEW STRUCTURES, EQUIPMENT, AND FACILITIES ARE SHOWN IN HEAVY LINE WEIGHTS. OTHER DISCIPLINES MAY SCREEN NEW STRUCTURES TO SHOW THEIR INFORMATION. 4. ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT ALL WORK SHALL BE PERFORMED PER THE APPROVED PLANS, PROJECT SPECIFICATIONS AND GENERAL CONDITIONS OF THE CONTRACT. ANY CHANGES TO THE DESIGN AS SHOWN IN THESE CONSTRUCTION DOCUMENTS MUST BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER BEFORE CHANGES ARE MADE. 5. BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE BY ACCEPTING AND USING THESE DRAWINGS, CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. IN ADDITION, THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE NPS AND THE OWNER'S REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING THE LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE NPS OR THE OWNER'S REPRESENTATIVE. 6. ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, ANY KNOWN SEWERS, WATER MAINS, TELEPHONE CONDUITS, ELECTRIC CABLES, AND OTHER UNDERGROUND/OVERHEAD ITEMS ARE SHOWN ON THE DRAWINGS ONLY TO THE EXTENT SUCH INFORMATION HAS BEEN MADE AVAILABLE OR DISCOVERED BY THE ENGINEER. IT IS EXPECTED THAT THERE MAY BE DISCREPANCIES AND OMISSIONS IN THE LOCATION AND QUANTITIES OF EXISTING UTILITIES AND STRUCTURES SHOWN. THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR BUT IS NOT GUARANTEED TO BE EITHER CORRECT OR COMPLETE AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATING WATER, SEWER, ELECTRIC, PHONE AND ALL OTHER EXISTING UTILITIES IN THE PROJECT LIMITS VIA POTHOLING, 3RD PARTY UTILITY LOCATOR, ETC. AS NECESSARY TO VERIFY LOCATIONS, CORRECTNESS, & COMPLETENESS. 7. THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET THE CONTRACTOR SHALL CONTACT DIG ALERT TO CREATE A CONTRACTOR TICKET FOR THE LOCATION OF EXISTING UTILITIES AT LEAST TWO WORKING DAYS PRIOR TO THE BEGINNING OF WORK. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING PRE-MARKING OF THE LOCATION LIMITS AS REQUIRED BY DIG ALERT. CONTRACTOR MAY NOT BEGIN EXCAVATION UNTIL ALL UTILITY MEMBERS HAVE RESPONDED TO THEIR TICKET. 8. DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DIMENSIONS SHOWN ON THE PLANS ARE TO BE USED BY THE CONTRACTOR TO DETERMINE APPROXIMATE FIELD CONDITIONS. PRIOR TO CONSTRUCTION CONTRACTOR SHALL FIELD VERIFY EXISTING LOCATIONS, ELEVATIONS, MATERIAL TYPES, I.D. AND O.D. OF PIPES, ETC. OF ALL UTILITIES AND FEATURES WHERE PROPOSED IMPROVEMENTS CONNECT. NOTIFY CONTRACTING OFFICER OF ANY DISCREPANCIES IN WRITING IMPACTING NEW WORK SUFFICIENTLY IN ADVANCE OF NEW WORK SO AS TO NOT CAUSE CONSTRUCTION DELAYS. INCLUDE INFORMATION ON LOCATION, ELEVATION , UTILITY TYPE AND SIZE. 9. EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, EXISTING FACILITIES, INCLUDING BUT NOT LIMITED TO ROADS, WALLS, FENCES, STRUCTURES AND UTILITIES, DAMAGED BY CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO MATCH ORIGINAL PRE-CONSTRUCTION CONDITION AND TO THE SATISFACTION OF THE CONTRACTING OFFICER WITHOUT ADDITIONAL COST TO THE GOVERNMENT 10. ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, ALL DISTURBED ASPHALT, GRASS, DRAINAGE PATTERNS, ROADSIDE DITCHES, TRAILS AND GRADE SHALL BE RESTORED TO ITS ORIGINAL CONDITION OR AS CALLED FOR ON THE CONTRACT DOCUMENTS, WHICHEVER IS MORE STRINGENT. 11. CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE CONTRACTOR SHALL FURNISH AND INSTALL EVERYTHING REQUIRED TO PROVIDE COMPLETE AND OPERABLE FACILITIES AS SHOWN HEREIN. IF THERE IS AN OMISSION ON THE CONSTRUCTION DOCUMENTS, SUCH OMISSION SHALL NOT BE CONSTRUED TO MEAN THAT THE CONTRACTOR IS NOT REQUIRED TO FURNISH OR PROVIDE EVERYTHING THAT IS NECESSARY TO PROVIDE COMPLETE AND OPERABLE FACILITIES. 12. ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE ALL CONTRACTORS WORKING WITHIN THE PROJECT BOUNDARIES ARE RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE SAFETY LAWS. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL EMPLOYEES AND/OR SUBCONTRACTORS WITH PERSONAL PROTECTIVE EQUIPMENT AND FOLLOWING ALL SAFETY PROTOCOLS. 13. ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS ALL EXISTING VALVES AND EQUIPMENT SHALL BE OPERATED BY THE NPS UTILITIES OPERATOR, OR IN THE OBSERVANCE OF THE OPERATOR WITH PRIOR APPROVAL. 14. CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTOR TO SUBMIT SERVICE INTERRUPTION PLAN AND NOTIFY NPS CONTRACTING OFFICER AT LEAST 72 HOURS PRIOR TO ANY UTILITY OR SERVICE INTERRUPTIONS. 15. CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED CONTRACTOR SHALL PROVIDE TRACER WIRE AND LOCATOR TAPE FOR ALL BURIED PIPING AND CONDUITS. 16. ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE ALL COSTS INCURRED IN CORRECTION OF DEFICIENT WORK SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 17. UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET UPON THE COMPLETION OF WORK, THE CONTRACTOR SHALL SUBMIT A SET OF “RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL RED-LINED” RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL RECORD DRAWINGS TO THE CONTRACTING OFFICER SHOWING ALL DEVIATIONS, CHANGES, ADDITIONS, AND DELETIONS MADE DURING CONSTRUCTION. ONE SET SHALL BE MAINTAINED AT THE SITE AND SHALL BE UPDATED DAILY. 18. STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS STAGING AREAS SHALL BE DEFINED BY CONTRACTING OFFICER UNLESS OTHERWISE DELINEATED IN THIS PLAN SET. 19. CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY CONSTRUCTION FENCING OR BARRIERS SHALL BE PROVIDED WHERE NECESSARY TO PREVENT THE PUBLIC OR PARK STAFF FROM ENTERING WORK AREAS. 20. CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL CONTRACTOR SHALL MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ON ALL EXISTING DRIVEWAYS, ROADS AND PATHS NOT UNDER CONSTRUCTION. ALL DRIVEWAYS AND STREET APPROACHES SHALL BE OPENED TO ALLOW VEHICLE ACCESS AT THE END OF THE WORK DAY. CONTRACTOR SHALL COORDINATE WITH NPS AND PREPARE A TRAFFIC AND PEDESTRIAN CONTROL PLAN FOR ALL AREAS AFFECTED BY CONSTRUCTION. 21. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. ALL EXISTING TREES TO REMAIN UNLESS OTHERWISE SPECIFIED. 22. ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN ESTABLISHMENT OF A CONSTRUCTION CAMP WILL NOT BE PERMITTED WITHIN PARK BOUNDARIES. 23. THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK THE CONTRACTOR SHALL END PLACEMENT FOR ALL SURFACE CONCRETE WORK AT EITHER EXPANSION OR CONSTRUCTION JOINTS. 24. THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF THE NPS SHALL IMMEDIATELY BE NOTIFIED IN WRITING BY THE CONTRACTOR OF ANY IDENTIFIED CONDITIONS THAT REQUIRE DEVIATIONS FROM THESE PLANS AND/OR SPECIFICATIONS. ANY REVISIONS TO THE IMPROVEMENT PLAN WILL BE PROCESSED IN ACCORDANCE WITH THE SPECIFICATIONS AND CONTRACT DOCUMENTS. 25. ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ALL EXCAVATIONS 5' IN DEPTH OR GREATER SHALL BE SHORED AND BRACED ACCORDING TO OSHA REGULATIONS. 26. UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY UNLESS OTHERWISE INDICATED, DEMOLISHED MATERIALS BECOME THE PROPERTY OF THE CONTRACTOR. COMPLY WITH EPA REGULATIONS AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION. CONDUCT ANY DEMOLITION DUTIES WITHOUT DISRUPTION OF OCCUPANTS. 27. ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO ALL EXISTING FACILITIES AND UTILITIES SHALL BE PROTECTED UNLESS NOTED TO BE REMOVED ON THE DRAWINGS. 28. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. PIPE DEFLECTION SHALL BE PER MANUFACTURERS RECOMMENDATION. 29. THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) THRUST BLOCKING SHALL BE PLACED AT ALL BENDS (HORIZONTAL OR VERTICAL) 11.25 DEGREES OR GREATER, AND AS SHOWN IN THE STANDARD DETAILS. 30. PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED PIPE SUPPORTS SHALL BE INSTALLED AS SHOWN ON THE PLANS, AS DEEMED NECESSARY IN THE FIELD, OR AS DIRECTED BY THE CONTRACTING OFFICER FOR SUPPORT OF ALL PIPING BOTH NEW AND EXISTING. 31. ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE ALL VALVE RISERS ON VALVES ABANDONED IN THE CURRENT PROJECT SHALL BE REMOVED UNLESS OTHERWISE NOTED TO RETAIN. 32. ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE ALL MECHANICAL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PROJECT SPECIFICATION. MECHANICAL JOINT RESTRAINT SHALL BE UNIFLANGE 1300 (SERIES) OR APPROVED EQUAL. 33. ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ALL LABORATORY AND FIELD MATERIALS TESTING SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS. 34. SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE SINCE THIS CONSTRUCTION PROJECT WILL DISTURB LESS THAN ONE-ACRE, THE CONTRACTOR WILL NOT NEED TO FILE AND SUBMIT A NOTICE OF INTENT (NOI) OR A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE CONTRACTOR SHALL PREPARE THE UNDER-AN-ACRE POLLUTION PREVENTION PLAN MEETING THE REQUIREMENTS OF THE NATIONAL PARK SERVICE FOR CONSTRUCTION ACTIVITIES. SEE SPECIFICATION 01 57 23. 35. ALL HAND TOOLS AND BOOTS ENTERING SITE SHALL BE DISINFECTED WITH 10% ALL HAND TOOLS AND BOOTS ENTERING SITE SHALL BE DISINFECTED WITH 10% BLEACH OR ALCOHOL SOLUTION. 36. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL PROJECT REQUIREMENTS. EROSION & SEDIMENT CONTROL NOTES: 1. ALL EQUIPMENT SHALL BE POWER WASHED OFF-SITE PRIOR TO ARRIVAL AT PARK ALL EQUIPMENT SHALL BE POWER WASHED OFF-SITE PRIOR TO ARRIVAL AT PARK AND INSPECTED BY A PARK REPRESENTATIVE PRIOR TO ENTERING THE PARK TO ENSURE IT IS FREE OF NON-NATIVE WEEDS AND/OR SEEDS AS WELL AS OIL LEAKS (CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE INSPECTION AT LEAST 48 HOURS IN ADVANCE). IN ADDITION, SOURCES OF IMPORTED ROCK, SAND, GRAVEL, AND SOIL SHALL MEET SPECIFICATION 01 89 31 SOILS MANAGEMENT REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION CONTRACTOR SHALL PROVIDE, MAINTAIN, AND BE RESPONSIBLE FOR ALL EROSION AND SEDIMENT CONTROL STRUCTURES AND PRACTICES IN ACCORDANCE WITH THE PARK'S BEST MANAGEMENT PRACTICES AS WELL AS ANY LOCAL, STATE, AND FEDERAL REQUIREMENTS FOR WATER QUALITY AND EROSION AND SEDIMENT CONTROL. EXCELSIOR OR COIR FIBER PRODUCTS SHALL BE USED IN EROSION CONTROL BLANKETS AND SEDIMENT LOGS. JUTE OR COTTON SHALL BE USED FOR NETTING IN EROSION CONTROL BLANKETS. NO “CERTIFIED WEED CERTIFIED WEED FREE” PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED. PRODUCTS ARE ALLOWED. NO PLASTIC NETTING PRODUCTS ARE ALLOWED. 3. CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS CONTRACTOR TO PRESERVE EXISTING VEGETATION AND MINIMIZE THE AREAS DISTURBED BY CONSTRUCTION ACTIVITY. 4. CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CONTRACTOR SHALL PROVIDE INLET PROTECTION TO ALL CULVERTS, INLETS, CANALS, AND SUB-SURFACE DRAINS IN THE PROJECT VICINITY. 5. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. WORK RESTRICTIONS: : 1. WORK SHALL BE GENERALLY PERFORMED FROM 8 A.M. TO 4:30 P.M. MONDAY WORK SHALL BE GENERALLY PERFORMED FROM 8 A.M. TO 4:30 P.M. MONDAY THROUGH FRIDAY. TEN (10) HOUR WORK DAYS MAY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. WEEKEND AND HOLIDAY WORK SHALL BE AVOIDED AND WILL ONLY BE ALLOWED WITH WRITTEN APPROVAL FROM THE CONTRACTING OFFICER. 2. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS. SEE SPECIFICATIONS FOR ADDITIONAL WORK RESTRICTIONS AND REQUIREMENTS.

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GENERAL NOTES

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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%%UABBREVIATIONS:

AutoCAD SHX Text AC ASPHALT CONCRETE ASPHALT CONCRETE AFF ABOVE FINISHED FLOOR ABOVE FINISHED FLOOR AS AIR SCOUR AIR SCOUR ANSI AMERICAN NATIONAL STANDARDS INSTITUTE AMERICAN NATIONAL STANDARDS INSTITUTE ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AMERICAN SOCIETY FOR TESTING AND MATERIALS AVRV COMBINATION AIR & VACUUM RELEASE VALVE COMBINATION AIR & VACUUM RELEASE VALVE AWS AMERICAN WELDING SOCIETY AMERICAN WELDING SOCIETY BF BLIND FLANGE BLIND FLANGE CB CATCH BASIN CATCH BASIN COORD COORDINATE COORDINATE COR CONTRACTING OFFICERS REPRESENTATIVE CONTRACTING OFFICERS REPRESENTATIVE DI DUCTILE IRON DUCTILE IRON EX EXISTING EXISTING FG FINISH GRADE FINISH GRADE FS FINISH SURFACE FINISH SURFACE FU ULTIMATE STRENGTH ULTIMATE STRENGTH GPD GALLONS PER DAY GALLONS PER DAY GPM GALLONS PER MINUTE GALLONS PER MINUTE GW GROUND WATER HDPE HIGH DENSITY POLYETHYLENE HIGH DENSITY POLYETHYLENE N/A NOT APPLICABLE NOT APPLICABLE NPS NATIONAL PARK SERVICE NATIONAL PARK SERVICE OPER OPERATIONOPERATION

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WATERLINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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GRAVITY SEWER LINE WITH TYPE OF PIPE AND DIAMETER

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8" PVC S

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SEWER FORCE MAIN WITH TYPE OF PIPE AND DIAMETER

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4" PE FM

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STORM DRAIN WITH TYPE OF PIPE AND DIAMETER

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18" RCP ST

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AERIAL (OVERHEAD) ELECTRICAL

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UNDERGROUND ELECTRICAL

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AERIAL (OVERHEAD) TELEPHONE

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UNDERGROUND TELEPHONE

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EXISTING UTILITY TO BE ABANDONED

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6" DIP W

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EXISTING UTILITY (ABANDONED)

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6" DIP W

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EXISTING UTILITY TO BE REMOVED

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6" DIP W

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WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW WATER LINE WITH TYPE OF PIPE AND DIAMETER

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6" DIP W

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NEW FIRE HYDRANT

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FIRE HYDRANT

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NEW YARD HYDRANT

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NEW GATE VALVE

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GATE VALVE

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YARD HYDRANT

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NEW MANHOLE

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MANHOLE

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%%UUTILITY LINE SYMBOLS:

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%%UUTILITY SYMBOLS:

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%%UNEW VERSUS EXISTING UTILITY LINES:

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%%UABANDONED UTILITY LINES:

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SIGN

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UTILITY POLE

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GAS VALVE

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NEW CATCH BASIN

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EDGE OF PAVEMENT

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EDGE OF GRAVEL

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GAS LINE

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NEW METER

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METER

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NEW PULLBOX, 1 INDICATES

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NEW SIGN

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CATCH BASIN

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CONTROL POINT

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%%UOTHER LINE SYMBOLS:

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CONSTRUCTION LIMITS

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FENCE

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COMBINATION AIR VAC

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NEW THRUST BLOCK

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& RELEASE VALVE

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PULLBOX NUMBER

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NEW BUTTERFLY VALVE

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NEW CHECK VALVE

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NEW PLUG VALVE

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PIPE CAP

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PIPE BREAK

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FLOW ARROW

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GAUGE

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FLOW METER

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CONTROL VALVE

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MOTORIZED VALVE

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HOSE BIB

AutoCAD SHX Text OVHD OVERHEAD OVERHEAD PE POLYETHYLENE POLYETHYLENE PG PRESSURE GAUGE PRESSURE GAUGE PSIG POUNDS PER SQUARE INCH GAUGE PRESSURE POUNDS PER SQUARE INCH GAUGE PRESSURE PVC POLYVINYL CHLORIDE POLYVINYL CHLORIDE SL SEWER LINE OR WASTE LINE SEWER LINE OR WASTE LINE SST STAINLESS STEEL STAINLESS STEEL STL STEEL STEEL SWPPP STORM WATER POLLUTION PREVENTION PLAN STORM WATER POLLUTION PREVENTION PLAN TB THRUST BLOCK THRUST BLOCK TDH TOTAL DYNAMIC HEAD TOTAL DYNAMIC HEAD T.O.F TOP OF FOOTING TOP OF FOOTING T.O.C. TOP OF CONCRETE TOP OF CONCRETE UG UNDERGROUND UNDERGROUND UNO UNLESS NOTED OTHERWISE UNLESS NOTED OTHERWISE W/ WITH WITH WL WATER LINE WATER LINE WW WASTEWATERWASTEWATER

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EXISTING TRANSFORMER

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EXISTING ELECTRICAL METER

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EXISTING ELECTRICAL PANEL

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EXISTING TELEPHONE/FIBER PULL BOX

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LEGEND & ABBREVIATIONS

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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POWER METER

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WATER METER

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DESIGN CRITERIA

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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PB-A050

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POINT BONITA LIFT STATION

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GARAGE

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RESIDENCE

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OLD CONZELMAN RD

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ASPHALT

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RESIDENCE

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RESIDENCE

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GRAVEL ACCESS ROAD

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OLD SEPTIC TANK

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1. EXISTING 3,000 GALLON SEPTIC TANK. EXISTING 3,000 GALLON SEPTIC TANK. 2. EXISTING LIFT STATION.EXISTING LIFT STATION.

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KEYNOTES:

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PLAN VIEW - EXISTING SITE & STAGING PLAN

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SCALE OF FEET

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EXISTING SITE & STAGING PLAN

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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GRAVEL

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PRIMARY STAGING AREA

SECONDARY STAGING AREA

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CONSTRUCTON BOUNDARY

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EXISTING SEPTIC TANK TO BE DEMOLISHED

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EXISTING LIFT STATION TO BE DEMOLISHED ONCE NEW LIFT STATION IS OPERATIONAL

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TEMPORARY GRAVITY SEWER BYPASS PRIOR TO DEMO OF SEPTIC TANK

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1. REMOVE EXISTING SEPTIC TANK. REMOVE EXISTING SEPTIC TANK. 2. CONSTRUCT NEW LIFT STATION. CONSTRUCT NEW LIFT STATION. 3. CLEAN EXISTING FORCE MAIN CLEAN EXISTING FORCE MAIN USING PIGS, OR HYDRO-JETTING. PRESSURE TEST. 4. TEMPORARY CONNECTION TO TEMPORARY CONNECTION TO EXISTING HDPE FORCE MAIN. 5. START-UP AND TESTING OF NEW START-UP AND TESTING OF NEW LIFT STATION. 6. REMOVE EXISTING LIFT STATION, REMOVE EXISTING LIFT STATION, WET WELL, AND COMPONENTS. 7. REMOVE TEMPORARY BYPASS REMOVE TEMPORARY BYPASS PIPING.

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SEQUENCING OF DEMO:

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PLAN VIEW - SEPTIC TANK DEMO PLAN

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SCALE OF FEET

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SEPTIC TANK DEMO PLAN

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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NOTE: CONTRACTOR SHALL PROVIDE MONITORING AND CONTINUOUS OPERATION OF BYPASS SYSTEM EQUIPMENT. SPILL RESPONSE AND REPORTING INFORMATION SHALL BE PROVIDED BY THE CONTRACTOR.

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CONSTRUCTION BOUNDARY

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EXISTING TANK SEPTIC

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EXISTING LIFT STATION

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TEMP GRAVITY SEWER BY-PASS AS REQUIRED FOR NEW LIFT STATION CONSTRUCTION

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WATER LINE IN (SEE NOTE 1)

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MTR

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1. ROUTING AND CONNECTION OF 1 ROUTING AND CONNECTION OF 1 INCH WATER LINE PER C.O.. WATER LINE LENGTH NOT TO EXCEED 100 LINEAR FEET.

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1. WET WELL. WET WELL. 2. VALVE VAULT. VALVE VAULT. 3. FLOW METER VAULT. FLOW METER VAULT. 4. FORCEMAIN CLEAN-OUT. FORCEMAIN CLEAN-OUT. 5. VENT PIPING. VENT PIPING. 6. 6" COUPLING. 6" COUPLING. 7. 6" PVC SEWER 6" PVC SEWER 8. 2" FORCE MAIN CONNECT TO EXISTING. 2" FORCE MAIN CONNECT TO EXISTING. 9. ELECTRICAL AND CONTROL PANELS. ELECTRICAL AND CONTROL PANELS. 10. BACKFLOW PREVENTOR WITH HOSE BIB. BACKFLOW PREVENTOR WITH HOSE BIB. SEE DETAIL: 11. 1-INCH WATER SERVICE AND METER. 1-INCH WATER SERVICE AND METER. SEE DETAIL:

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KEYNOTES:

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SHEET NOTES:

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PLAN VIEW - SITE DESIGN PLAN LIFT STATION

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SCALE OF FEET

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SITE DESIGN PLAN LIFT STATION

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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LIFT STATION - SECTION VIEW

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RFP No. 140P8621R0017 Section J - Attachment No. 005

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FORCE MAIN CLEAN-OUT; SEE DETAIL

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EXISTING 2" HDPE DR13.5 FORCE MAIN

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CONCRETE SLAB; SEE DETAIL

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4" VENT PIPING

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VENT POST; SEE DETAIL

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#4 REBAR, 2 EACH SIDE, 4" APART

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H20 LOAD RATED ACCESS HATCH

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LIFT STATION

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3'X6' CHECK VALVE & BALL VALVE & FLOW METER VAULT WITH HATCH ACCESS

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ELECTRICAL JUNCTION BOX

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#4 REBAR, 2 EACH SIDE, 4" APART

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1.25" SST 304 FORCE MAIN

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SST NPT THREADED COUPLING TO HDPE

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1.25" SST 304 FORCE MAIN & FITTINGS (TYP)

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%%UPLAN VIEW

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OIL

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OIL

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EXISTING 6" PVC

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JOIN TO EXISTING 2" HDPE

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6' DIA.

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6" COUPLER

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6" PVC MATCH EXISTING

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RESTRAINED COUPLINGS (TYP. OF 4)

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NOTE: ACCESS HATCH LIDS SHALL BE TORSION ASSIST AND LOCKABLE

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FORCE MAIN OUT INV=113.24 1.25" SST 304 PIPE & FITTINGS (TYP)

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FORCE MAIN CLEAN-OUT WITH H20 LOAD RATED COVER RIM=117.21; SEE DETAIL

AutoCAD SHX Text 3'X6' CHECK VALVE & BALL VALVE & FLOW METER VAULT WITH H20 LOAD RATED HATCH ACCESS; SEE SPECIFICATIONS; ELEV= 117.29

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LIFT STATION TOP OF TANK ELEV=117.24

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CONCRETE SLAB; SEE DETAIL

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LIFT STATION BOTTOM OF TANK ELEV= 109.00

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1.25" SST 304 CHECK VALVE

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1.25" SST 304 BALL VALVE

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FLOW METER AND PRESSURE TRANSMITTER

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1.25" SST 304 FORCE MAIN

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WALL PENETRATION (TYP); SEE DETAIL

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%%USECTION A-A

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EXISTING GROUND

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EXISTING 2" HDPE DR 13.5 FORCE MAIN

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SST NPT THREADED COUPLING TO HDPE INV=112.92±

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1.25" PLUG VALVE W/ HANDWHEEL OR LEVER OPERATOR

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RESTRAINED DRESSER COUPLINGS

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H20 LOAD RATED ACCESS HATCH; SEE SPECIFICATIONS

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OPERATION LEVELS SHOWN ON SHEET C1

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4" VENT PIPING

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VENT POST; SEE DETAIL

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ELECTRICAL JUNCTION BOX

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6" PVC IN INV=113.33

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TRACER WIRE, FORCE MAIN ONLY

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2.0 HP SUBMERSIBLE GRINDER PUMP

AutoCAD SHX Text 12" (MIN) " CRUSHED ROCK 34" CRUSHED ROCK BEDDING, 95% COMPACTION (TYP. WET WELL & VAULT)

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2% (MIN)

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2% (MIN)

AutoCAD SHX Text INTERIOR OF WET WELL TO BE COATED WITH FACTORY APPLIED POLY UREA COATING PER SPECIFICATIONS

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PIPE SUPPORT

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PIPE SUPPORT

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OUT INV=114.89

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UNION

AutoCAD SHX Text NOTE: CONTRACTOR TO POTHOLE & FIELD VERIFY PIPE INVERT, O.D. & MATERIALS PRIOR TO SHOP DRAWING SUBMITTAL.

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ANTIBOUYANCY CONCRETE PER SPECIFICATIONS

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EXCAVATION DEPTH: ELEV. = 107.18

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LEVEL PROBE & PRESSURE SENSOR PER ELECTRICAL DRAWINGS E2.1 & E3.1

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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SITE PLAN SECTION LIFT STATION

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SCALE: NTS

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SCALE: NTS

NOTE: 1. LEVEL PROBE & PRESSURE SENSOR LEVEL PROBE & PRESSURE SENSOR PER ELECTRICAL DRAWING SHEETS E2.1 & E3.1. 2. RESTRAINED COUPLINGS TO ALLOW RESTRAINED COUPLINGS TO ALLOW FOR DIFFERENTIAL SETTLEMENT BETWEEN WET WELL AND VAULT.

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PB-A050

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POINT BONITA LIFT STATION

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GARAGE

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OLD CONZELMAN RD

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ASPHALT

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RESIDENCE

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RESIDENCE

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GRAVEL ACCESS ROAD

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OLD SEPTIC TANK

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CONSTRUCTION BOUNDARY

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CONSTRUCTION BOUNDARY

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EXISTING GRAVEL ROAD ACCESS

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EXISTING MANHOLE END OF FORCEMAIN

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1. ALIGNMENT AND PROFILE FOR GRAVEL ACCESS ROAD ALIGNMENT AND PROFILE FOR GRAVEL ACCESS ROAD SHOWN IS APPROXIMATE AND THE CONTRACTOR SHALL ADJUST THE PROFILE AS REQUIRED TO GENERALLY FOLLOW THE EXISTING TERRAIN TO THE LIFT STATION SITE AS DIRECTED BY THE CO.

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1. INSTALL GRAVEL ROAD. SEE INSTALL GRAVEL ROAD. SEE DETAIL:

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KEYNOTES:

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SHEET NOTES:

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PLAN VIEW - SITE DESIGN PLAN ROADWAY

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SCALE OF FEET

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SITE DESIGN PLAN ROADWAY

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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GARAGE

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OLD CONZELMAN RD

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ASPHALT

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RESIDENCE

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GRAVEL ACCESS ROAD

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EXISTING 2-IN HDPE FORCE MAIN SEWER

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CONSTRUCTION BOUNDARY

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NEW GRAVEL ACCESS ROAD

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EXISTING GRAVEL ROAD

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EXISTING GRADE AT OF PIPE

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EXISTING ELEVATION AT OF PIPE

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EXISTING ELEVATION AT OF PIPE

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EXISTING GRADE AT OF PIPE

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EXISTING 2-IN HDPE FORCEMAIN

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1. INSERT SHEET NOTES HERE.INSERT SHEET NOTES HERE.

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1. CLEAN BY PIG OR HYDRO CLEAN BY PIG OR HYDRO JETTING, AND PRESSURE TEST EXISTING FORCE MAIN.

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KEYNOTES:

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SHEET NOTES:

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SCALE OF FEET

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MATCH LINE STA. 4+20

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MATCH LINE STA. 0+00

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PLAN VIEW

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PROFILE VIEW - STA. 0+00 TO 4+20

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SCALE OF FEET

AutoCAD SHX Text 27/06/2019 14:22 MATT PATZER G:\CLIENTS\NPS\GOGA\233751\DRAWINGS\CIVL\C7 PLAN & PROFILE.DWG

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PLAN & PROFILE

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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MATCH LINE STA. 4+20

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NO. 70417

EXP. 9/30/20

6/28/19

RFP No. 140P8621R0017 Section J - Attachment No. 005

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EXISTING ELEVATION AT OF PIPE

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EXISTING ELEVATION AT OF PIPE

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EXISTING GRADE AT OF PIPE

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EXISTING GRADE AT OF PIPE

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EXISTING 2-IN HDPE FORCEMAIN

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EXISTING 6-IN SEWER

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EXISTING SEPTIC TANK (TO BE REMOVED)

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EXISTING LIFT STATION (TO BE REMOVED)

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NEW LIFT STATION (SEE DETAILS ON SHEET C5)

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POINT BONITA LIFT STATION

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RESIDENCE

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OLD SEPTIC TANK

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EXISTING 2-IN HDPE FORCE MAIN SEWER

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MATCH TO EXISTING 6" SEWER MAIN

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CONSTRUCTION BOUNDARY

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CONSTRUCTION BOUNDARY

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NEW GRAVEL ACCESS ROAD

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POINT BONITA LIFT STATION

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RESIDENCE

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OLD SEPTIC TANK

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MATCH TO EXISTING 6" SEWER MAIN

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CONSTRUCTION BOUNDARY

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KEYNOTES:

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MATCH LINE STA. 5+10

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MATCH LINE STA. 4+20

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PLAN VIEW

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PROFILE VIEW - STA. 4+20 TO 6+82.27

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SCALE OF FEET

AutoCAD SHX Text 27/06/2019 14:22 MATT PATZER G:\CLIENTS\NPS\GOGA\233751\DRAWINGS\CIVL\C7 PLAN & PROFILE.DWG

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PLAN & PROFILE

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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AutoCAD SHX Text 159878

AutoCAD SHX Text 233751

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MATCH LINE STA. 4+20

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MATCH LINE STA. 5+10

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MATCH LINE STA. 5+10

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MATCH LINE STA. 5+10

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PLAN VIEW

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SCALE OF FEET

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SCALE OF FEET

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1. CLEAN BY PIG OR HYDRO JETTING, AND CLEAN BY PIG OR HYDRO JETTING, AND PRESSURE TEST EXISTING FORCE MAIN.

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10'

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NO. 70417

EXP. 9/30/20

LIFT STATION CLEAN-OUT FOR 2" FORCE MAIN

LIFT STATION CONCRETE SLAB

VENT RISER

WALL PENETRATION DETAIL

6/28/19

RFP No. 140P8621R0017 Section J - Attachment No. 005

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#4 BARS @ 12" O.C. BOTH WAYS (TYP.)

AutoCAD SHX Text KEYNOTES: 1. CONTRACTOR SHALL SUPPLY NPS CONTRACTOR SHALL SUPPLY NPS WITH 4'-5' VALVE ACTUATOR HANDLE TO TURN VALVE. 2. ALL HDPE JOINTS SHALL BE FUSED. ALL HDPE JOINTS SHALL BE FUSED. 3. TRACER WIRE SHALL BE TRACER WIRE SHALL BE CONTINUOUS 8 GAUGE SOLID AND HDPE COATED COPPER WITH 2 FEET COILED IN BOX. 4. RISER SHALL BE SAME AS FORCE RISER SHALL BE SAME AS FORCE MAIN. 5. CAM LOCK SHALL BE 4". CAM LOCK SHALL BE 4". 6. MALE ADAPTOR. MALE ADAPTOR. 7. 4" CAP W/ LOCK, MALE END W/ 4" CAP W/ LOCK, MALE END W/ DIST. CAP. 8. 4-IN STAINLESS STEEL 304 BALL 4-IN STAINLESS STEEL 304 BALL VALVE WITH HANDLE. 9. 4" REDUCER.4" REDUCER.

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FLOW

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STEEL CHECKER PLATE WITH H/20 LOAD RATING SCREW DOWN LABELED "SEWER"

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SPRING LINE

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TRACER WIRE

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INSTALL 3" OF 1-1/2" MINUS DRAIN ROCK

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2" HDPE FORCE MAIN

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DRAIN ROCK TO SPRING LINE OF PIPE

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TRACER WIRE

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2" SST 304 PIPE

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INSTALL 3" OF 1-1/2" MINUS DRAIN ROCK

AutoCAD SHX Text TRAFFIC BOX (CHRISTY TYPE B1324 OR EQUAL) WITH EXTENSIONS AS NEEDED TO MEET DIMENSIONS

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SST NPT THREADED COUPLING TO HDPE

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FLOW FROM LIFT STATION

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1.25" SST TO 2" SST REDUCER

AutoCAD SHX Text 4"x6" WOOD POST; PAINT/STAIN FLAT DARK BROWN

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45° SOCKET ELLS

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1/4" PER FOOT SLOPE TO WET WELL

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4" SCH 80 PVC TYP.

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90° SOCKET ELL

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GROUT VENT INTO PRECAST SECTION

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WET WELL CONC PIPE SECTION

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CAST IN PLACE CONC WET WELL COVER

AutoCAD SHX Text POWERSTRUT SERIES PS 3126 PIPE STRAP FOR RIGID CONNECTION (TYP.) OR EQUIVALENT PRODUCT BY B-LINE. OR EQUAL.

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POWERSTRUT CHANNEL PS 200 EH, OR EQUIVALENT PRODUCT BY B-LINE. OR EQUAL.

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3/8" CAPSULE ANCHOR OR WOOD SCREW, AS REQUIRED (TYP.)

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4" VENT PIPE

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%%UDETAIL-A

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SEE DETAIL-A

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WOOD POST

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NTS

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VENTED WATER CAP

AutoCAD SHX Text 14"x14" OR 18" DIA. SONOTUBE

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AREA LIGHT SEE ELECTRICAL DRAWINGS

AutoCAD SHX Text 14/06/2019 10:15 MATT PATZER G:\CLIENTS\NPS\GOGA\233751\DRAWINGS\CIVL\D1 DETAIL.DWG

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LIFT STATION DETAILS

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TITLE OF SHEET

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DRAWING NO.

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PMIS NO.

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SHEET

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SUB SHEET NO.

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DESIGNED:

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TECH. REVIEW:

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DATE:

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LIFT STATION REHABILITATION

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POINT BONITA

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GOLDEN GATE NATIONAL RECREATION AREA

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D.B. BROOKE

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M. PATZER

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K. GINGRICH

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SCALE: NTS

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SCALE: NTS

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SCALE: NTS

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PVC OR SST PIPE

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CONCRETE WALL

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GROUT OR LINK SEALS

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GROUT OR LINK SEALS

SCALE: NTS

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NO. 70417

EXP. 9/30/20

TRACER WIRE BOX

TREE PROTECTION

ROAD SECTIONS

GRAVEL TO EXISTING GROUND TRANSITION

TRENCH DETAIL

LIFT STATION REMOVAL

6/28/19

RFP No. 140P8621R0017 Section J - Attachment No. 005

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RESOURCE PROTECTION FENCING AT DRIP LINE OF TREE. SEE NOTES.

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DRIP LINE, TYP

AutoCAD SHX Text NOTES: 1. PROVIDE RESOURCE PROTECTION FENCING IN THE INDICATED AREAS PROVIDE RESOURCE PROTECTION FENCING IN THE INDICATED AREAS FOR THE DURATION OF THE CONTRACT. FENCE SHALL BE FOUR FOOT HIGH ORANGE POLYETHYLENE SAFETY FENCE WITH ULTRAVIOLET STABILIZER SUPPORTED ON STEEL T-POSTS AT TEN FOOT MAXIMUM SPACING. FENCE SHALL BE TENAX CORPORATION GUARDIAN SAFETY FENCE OR EQUAL.

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BEFORE

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AFTER

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REMOVE EXISTING FORCE MAIN LIMITS PER PLAN

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SURFACE RESTORATION SEE DETAIL

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EXISTING SEWER PIPE SEE PLANS FOR DISPOSTITION.

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REMOVE

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TRAFFIC VALVE BOX

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TOP OF GRAVEL

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TRACER WIRE

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TRACER WIRE

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CONCRETE COLLAR

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#4 HOOP

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#4 HOOP

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CAST IRON TRAFFIC VALVE BOX LID

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CONCRETE COLLAR

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SET LID 1/4" ABOVE GRAVEL SURFACE

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SLOPE: VARIES 2% MIN.

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UNIFORM SLOPE TO EDGE (TYP)

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CROSS SLOPE ROAD SECTION TYPE I

AutoCAD SHX Text 3" OF " ROAD MIX GRAVEL COMPACTED TO 95% DRY DENSITY34" ROAD MIX GRAVEL COMPACTED TO 95% DRY DENSITYCOMPACTED TO 95% DRY DENSITY

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8" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY

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SLOPE: VARIES 2% MIN.

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UNIFORM SLOPE TO EDGE (TYP)

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SLOPE: VARIES 2% MIN.

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CROWNED ROAD SECTION TYPE II

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3" OF " ROAD MIX GRAVEL 34" ROAD MIX GRAVEL COMPACTED TO 95% DRY DENSITY

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8" OF 6" MINUS PITRUN GRAVEL COMPACTED TO 95% DRY DENSITY

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FINISH GRADE DAYLIGHT TO EXISTING (TYP.)

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GRAVEL (FULL DEPTH)

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EXISTING GROUND

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PITRUN

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EXISTING GROUND DO NOT CUT.

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GRAVEL (FULL DEPTH)

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SLOPE: VARIES 2% MIN.

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UNIFORM SLOPE TO EDGE (TYP)

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SLOPE: VARIES 2% MIN.

AutoCAD SHX Text NOTE: 1. ALL SLOPES TO BE ROUNDED OFF AT TOPS OF SLOPE.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 13, 2021.