Att 5 Drawings.pdf

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CALIFORNIA CLEVELAND NATIONAL FOREST

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FOREST ENGINEER

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INTERSTATE HIGHWAYS

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U.S. HIGHWAYS

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LEGEND

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DRAWING INDEX

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TITLE SHEET AND LOCATION MAP

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NOTES

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DESCANSO FIRE

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OVERALL SITE PLAN

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SEPTIC SYSTEM PLAN

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DESCANSO HOT SHOT OFFICE SEPTIC SYSTEM

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GENERAL

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SEPTIC SYSTEM DETAILS

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AutoCAD SHX Text NOTES: THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE US FOREST SERVICE AND SHALL AT ONCE REPORT TO THE CONTRACTING OFFICER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVED A RECOGNIZED ERROR, WITHOUT SUCH NOTICE TO THE CONTRACTING OFFICER, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT OF THE ATTRIBUTABLE COSTS FOR CORRECTION. IT IS HIGHLY RECOMMENDED THAT CONTRACTOR VISIT THIS SITE TO CLARIFY SITE ACCESS FOR ALL EQUIPMENT AND MATERIAL DELIVERIES. ALL SECTIONS MENTIONED BELOW REFER TO THE DESCANSO HOT SHOT OFFICE SEPTIC SYSTEM SPECIFICATIONS INCLUDED IN CONTRACT. ALL EXISTING SITE FEATURES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT EXISTING SITE FEATURES AND ALL UTILITIES FROM DAMAGE. CONTRACTOR SHALL REPAIR AT NO COST TO THE GOVERNMENT, ALL DAMAGES TO ANY UTILITIES, CAUSED BY THE CONTRACTORS ACTIONS. THE UTILITIES THE UTILITIES TO THE SITE MUST BE MAINTAINED AT ALL TIMES. IF THE CONTRACTOR DAMAGES A UTILITY, THE CONTRACTOR MUST COMPLETE REPAIRS TO THE DAMAGED UTILITY WITHIN 8 HOURS OF THE DAMAGE. IF A WATER FACILITY IS DAMAGED, THE CONTRACTING OFFICER MUST BE IMMEDIATELY NOTIFIED SO THAT THE GOVERNMENTS WATER SYSTEM OPERATOR CAN BE CONSULTED AS TO THE CORRECT REPAIR PROCEDURE. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND SHALL BE RESPONSIBLE FOR ALL FEES REQUIRED FOR PERMITS. THE ROAD ADJACENT TO THE SITE WILL REMAIN OPEN TO PUBLIC TRAFFIC THROUGHOUT THE LENGTH OF THE CONTRACT. UNDER SPECIAL CIRCUMSTANCES, CONTRACTOR MAY TEMPORARILY STOP TRAFFIC ON THE ROAD WITH APPROVAL OF THE CONTRACTING OFFICER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL RELATING TO THIS PROJECT AND ALL TRAFFIC CONTROL AND TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES REQUIREMENTS. CONTRACTOR SHALL NOT DISTURB THE AREA BEYOND PROJECT LIMITS. CONTRACTOR SHALL SUBMIT A SCHEDULE OF WORK FOR APPROVAL AT THE PROJECT PREWORK CONFERENCE. AN UPDATED SCHEDULE SHALL BE SENT TO THE CONTRACTING OFFICER FOR ALL SCHEDULE CHANGES. ALL CONSTRUCTION ACTIVITIES SHALL BE IN ACCORDANCE WITH SECTION 01 57 24, STORMWATER POLLUTION CONTROL. CONTRACTOR SHALL SUBMIT A WRITTEN STORMWATER MANAGEMENT PLAN AT LEAST 5 BUSINESS DAY PRIOR TO BEGINNING WORK. CALTRANS BEST MANAGEMENT PRACTICES, WM-8 CONCRETE WASTE MANAGEMENT, PROCEDURES SHALL BE FOLLOWED FOR ALL CONSTRUCTION ACTIVITIES WHERE SLURRIES CONTAINING PORTLAND CEMENT CONCRETE OR ASPHALT CONCRETE ARE GENERATED, SUCH AS FROM SAWCUTTING, GRINDING, AND GROOVING, AND WHERE CONCRETE TRUCKS AND OTHER CONCRETE COATED EQUIPMENT ARE WASHED ON SITE. CONCRETE WASHOUT LOCATION CONCRETE WASHOUT LOCATION SHALL BE LINED WITH 12 MIL POLYETHYLENE AND BERMED. CONCRETE WASHOUT LOCATION SHALL BE DESIGNATED BY THE CONTRACTING OFFICER. ONLY TEMPORARY FIBER ROLL MATERIALS AS LISTED IN CALTRANS BMP SC-5 ARE APPROVED FOR USE ON THIS PROJECT, AND AS A MINIMUM, SHALL BE UTILIZED AT ALL LOCATIONS IN DOWNSTREAM FLOW DIRECTION ALONG PROJECT LIMITS OR AS DESIGNATED BY CONTRACTING OFFICER. ALL FIBER ROLLS SHALL BE CERTIFIED BY MANUFACTURER AS WEED FREE AND SEED FREE. THE FOREST SERVICE SHALL MAKE AVAILABLE TO THE CONTRACTOR, AT NO EXPENSE, LIMITED USE OF THE EXISTING WATER AT THE DESCANSO FIRE STATION. THE GOVERNMENT DOES NOT ENSURE THE ADEQUACY OF THESE UTILITIES. ANY DELAY IN THE CONTRACTOR'S OPERATION RESULTING FROM THE INTERRUPTION OF THESE UTILITIES, FOR ANY REASON, SHALL NOT RESULT IN AN EXPENSE TO THE GOVERNMENT. THE CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING SITE UTILITIES. IF AVAILABLE, FOR USE COMPATIBILITY. CONTRACTOR SHALL ENSURE THERE IS ADEQUATE BACK FLOW PREVENTION MEASURES IN PLACE WHEN USING FOREST SERVICE PROVIDED WATER.

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PAVED PARKING

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HOT SHOT OFFICE

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RESIDENCE

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CENTRAL AVE

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VIEJAS GRADE RD

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GRASS LAWN

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CONCRETE LINED STREAM CHANNEL

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GRASS LAWN

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PAVED PARKING

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PAVED PARKING

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PAVED PARKING

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HOT SHOT OFFICE

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RESIDENCE

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GAS LINE

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CENTRAL AVE

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VIEJAS GRADE RD

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DEMO EXISTING SEPTIC TANK. CUT & CAP THE INLET/OUTLET LINES

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INSTALL 1,500 GALLON PLASTIC SEPTIC TANK

AutoCAD SHX Text INSTALL 1,500 GALLON PLASTIC PUMP CHAMBER AND ALL OTHER COMPONENTS NECESSARY FOR FUNCTIONING LIFT STATION

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INSTALL 300 GALLON SURGE CHAMBER WITH OUTLET 12" BELOW SURFACE

AutoCAD SHX Text INSTALL HIGH CAPACITY INFILTRATOR SYSTEM 12" DEEP WITH 50 FOOT OFFSET FROM STREAM CHANNEL

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EXISTING LEACH FIELD

AutoCAD SHX Text INSTALL OVERFLOW PIPE FROM INFILTRATOR SYSTEM TO THE DISTRIBUTION BOX THAT FEEDS EXISTING LEACH FIELD

AutoCAD SHX Text CONNECT OVERFLOW FROM INFILTRATORS TO THE EXISTING DISTRIBUTION BOX AND LEACH FIELD

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EXISTING SEWER

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INSTALL DOUBLE CLEAN OUT

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MAIN ELECTRICAL PANEL

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ELECTRICAL SUB PANEL

AutoCAD SHX Text RUN ELECTRICAL CONDUIT UNDERGROUND FROM PUMP CHAMBER TO EXISTING POWER SOURCE NEXT TO BUILDING.

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CONCRETE LINED STREAM CHANNEL

AutoCAD SHX Text CONNECT SEWER LINES FROM OLD SYSTEM TO NEW SYSTEM. CUT & CAP OLD LINES AND ABANDON IN PLACE.

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GAS LINE

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INSTALL 2" SEWER LINE AND 1" VENT LINE FROM PUMP CHAMBER TO SURGE CHAMBER

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GAS LINE

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INSTALL DOUBLE CLEAN OUT

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EXISTING

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SEWER

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INSTALL HIGH WATER ALARM PANEL ON THE WALL ABOVE THE POWER SOURCE

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AutoCAD SHX Text PIPE ZONE: NATIVE SOIL BACKFILL, 6" MIN. TOP COVER AND 6" MIN. BEDDING, AND 6" MIN. BETWEEN PIPES.

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WARNING TAPE, BURY 12" BELOW SURFACE.

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NON-PAVED AREAS

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TRENCH ZONE: NATIVE SOIL BACKFILL

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SEWER LINE

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SEWER PIPE TRENCH DETAIL

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NOTE: MARKING TAPE SHALL HAVE A METALLIC CORE AND BE 2 INCHES WIDE.

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PAVEMENT BASE, AS SPECIFIED

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SHALL HAVE 2" MOUND

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PAVEMENT

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SEPTIC TANK DETAIL

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AutoCAD SHX Text NOTE: 1537 GALLON WORKING CAPACITY. INVERT DROP OF 3". 4 FIBERGLASS SUPPORTS. 2 CHAMBERS. ALL PIPING IS 4" PVC. 6" MINIMUM BURIAL DEPTH. INSTALL RISERS AS NECESSARY TO BRING MANHOLE COVERS TO GROUND SURFACE LEVEL.

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PUMP CHAMBER PROFILE DETAIL

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AutoCAD SHX Text NOTE: INLET PIPING IS 4" SCH 40 PVC. OUTLET PIPING IS 2" SCH 40 PVC. PUMP TYPE: 1/2 HP SUBMERSIBLE PUMP. INSTALL UNION, CHECK VALVE, AND GATE VALVE ON OUTLET LINE. 6" MINIMUM BURIAL DEPTH FOR TANK. INSTALL RISERS AS NECESSARY TO BRING MANHOLE COVERS TO GROUND SURFACE LEVEL. POWER CORDS FOR PUMP AND ALARM SHALL RUN THROUGH RISER SYSTEM AND UNDERGROUND IN CONDUIT TO POWER SOURCE ON BUILDING.

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24" MANHOLES

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INLET

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OUTLET

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INFILTRATION CHAMBER TRENCH DETAIL

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AutoCAD SHX Text PIPE ZONE: NATIVE SOIL BACKFILL AND BEDDING. MINIMUM 2" SPACING BETWEEN TRENCH WALL AND CHAMBER

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WARNING TAPE, BURY 6" BELOW SURFACE.

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TRENCH ZONE: NATIVE SOIL BACKFILL

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INFILTRATOR CHAMBER

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NOTE: MARKING TAPE SHALL HAVE A METALLIC CORE AND BE 2 INCHES WIDE.

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SHALL HAVE 2" MOUND

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14" CHAMBER HEIGHT

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12" MIN. COVER

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34" CHAMBER WIDTH

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24" MANHOLES

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INLET

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OUTLET

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PUMP AND FLOAT SWITCH

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1" VENT LINE TO SURGE TANK

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SURGE TANK DETAIL

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AutoCAD SHX Text NOTE: APPROXIMATELY 300 GALLON WORKING CAPACITY. INLET PIPE IS 2" DIAMETER. OUTLET PIPE IS 4" DIAMETER. VENT LINE IS 1" DIAMETER.

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1" VENT LINE TO

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2" INLET LINE

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OUTLET

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PUMP CHAMBER

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VENT

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GUIDE RAIL

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DISCHARGE PIPE

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HIGH WATER ALARM FLOAT SWITCH

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