6. Multi-Campground Drawings.pdf

PDF 12 MB Posted

Attached to
127EAW22R0025 - Stanislaus Multi CG Well Water System
Solicitation number
127EAW22R0025
Issued by

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Written by GovTribe AI ·

This solicitation is for a construction project to improve the water system at multiple campgrounds within the Stanislaus National Forest. The project has an estimated value between $250,000 and $500,000. The opportunity is set aside for total small businesses. All questions are due by March 23, 2022 and must be submitted to the contracting officer. A pre-proposal site visit will also be held. Interested parties can view the project locations as they are within public areas. The selected contractor will work with the Department of Agriculture Forest Service to complete the well water system upgrades across the multiple campground sites.

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Other files

File Type Posted
RFI Official Responses - 2.pdf PDF
A00003 - RFI Round 2 Responses.pdf PDF
A00002 - RFIs and Time Extension.pdf PDF
RFI Official Responses - 1.pdf PDF
127EAW22R0025 - REVISED 3 MARCH.pdf PDF
127EAW22R0025 - REVISED 3 MARCH.pdf PDF
127EAW22R0025 - A00001.pdf PDF
12. NDR Construction Contract Addendum.pdf PDF
11. Additional Site Information.pdf PDF
5. Multi-Campground Specifications.pdf PDF
9. WD Number CA20220018.pdf PDF
127EAW22R0025.pdf PDF
1. Conttonwood Well Statement of Work.pdf PDF
4 Multi Campground Water System Statement of Work.pdf PDF
7. Fire Plan.pdf PDF
3. Cottonwood Well Drawings.pdf PDF
8. Schedule.docx DOCX document
2. Cottonwood Well Specifications.pdf PDF
10. RFI Form.docx DOCX document
Show all 19

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DRAWN

DESIGNER

STAMPS, LOGOS, AND SEALS

PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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PACIFIC SOUTHWEST REGION

MULTI

CAMPGROUND

WATER SYSTEM

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

SITE MAP

CHERRY VALLEY

10/13/2021

N.THOMPSON

N.THOMPSON

T.HUGHES

G-06 007 020

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0 20 40

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EXISTING 2,000 GALLON WATER STORAGE TANK

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WELL HOUSE SEE SHEETS C-06 AND C-07

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APPROX. 20' NEW UNDERGROUND UTILITY LINE. SEE SHEET D-00

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EXISTING UNDERGROUND WATER DISTRIBUTION LINE

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NEW PROPANE TANK SEE SHEET D-07

AutoCAD SHX Text US FOREST SERVICE - STANISLAUS NATIONAL FOREST 19777 GREENLEY ROAD, SONORA, CA 95370 CONTACT: NICOLE THOMPSON (209)916-5312 APN:053-060-011

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EXISTING FOREST SERVICE GRAVEL ROAD

AutoCAD SHX Text WORK NOTES: 1. CLEARING OF BRUSH AND DOWNED TREES MAY CLEARING OF BRUSH AND DOWNED TREES MAY BE REQUIRED TO DEVELOP ACCESS FOR DRILLING EQUIPMENT TO PROPOSED WELL LOCATION.

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100 SF

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MAX 2:1 CUT AND FILL SLOPES. APPROX. 10 CY FILL

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DRAWN

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PROJECT NAME

DRAWING TITLE

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DRAWING SHEET NO.

DATENO.

REVISION / ISSUE

OFSHEET

United States Department of Agriculture Forest Service

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(R05)

PACIFIC SOUTHWEST REGION

MULTI

CAMPGROUND

WATER SYSTEM

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

WELL HOUSE

CHERRY VALLEY

10/05/2021

N. THOMPSON

N.THOMPSON

T. HUGHES

C-06 012 020

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COMPOUND OR EQUAL.

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OF HONEY COMBS, ROCK POCKETS AND THE LIKE.

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ALL CONCRETE SHALL BE FREE

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FOUNDATION NOTES

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CURE, VOC COMPLIANT, WATER BASE, MEMBRANE CURING

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ALL EXPOSED SURFACES SHALL BE COATED WITH NED

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LEFT IN PLACE 24 HOURS UNLESS APPROVED OTHERWISE.

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(5) CURING CONRETE: AS A MINIMUM ALL FORMS SHALL BE

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BE CHAMFERED ONE INCH.

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EXPOSED VERTICAL CORNERS AND HORIZONTAL JOINTS SHALL

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STEEL TROWEL FINISH WITH ALL EXPOSED EDGES TOOLED.

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(4) FINISH: INTERIOR FLOOR SLABS SHALL HAVE A SMOOTH

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LENGTH SHALL BE A MINIMUM OF 30 BAR DIAMETERS AND SHALL

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SIX TIMES THE BAR DIAMETER (#4'S=3", #5'S=3 3/4"). SPLICE

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DIAMETER OF BENDS IN REINFORCING STEEL SHALL BE

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ASTM 615 AND SHALL BE A MINIMUM GRADE 60. MINIMUM

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(3) REINFORCING STEEL SHALL MEET THE REQUIREMENTS OF

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TWO BOLTS PER SILL PIECE AND ONE BOLT WITHIN 12" OF CORNERS.

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TO BE 5/8"%%CX10" EMBEDDED 7-1/2", SPACE 5'-0" O.C.. MINIMUM

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NUTS AND 2"X2"X3/16" SQUARE PLATE WASHERS. ANCHOR BOLTS

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(2) ANCHOR BOLTS SHALL BE ASTM A307 AND SHALL INCLUDE

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CUBIC YARD. MAXIMUM AGGREGATE SIZE SHALL BE 1-1/2 INCHES.

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CONCRETE TO HAVE 1-1/2 LBS. OF FIBERMESH PER

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4 INCHES.

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DAY COMPRESSIVE STRENGTH OF 3000 PSI, MAXIMUM SLUMP OF

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(1) CONCRETE TO BE A MINIMUM 5 SACK MIX WITH A MINIMUM 28

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CLEARANCE SHALL BE 3 INCHES U.N.O.

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BE DONE IN ACCORDANCE WITH ACI 318-95. REBAR EARTH/FORM

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(6) COMPACTED BASE TO BE CLASS "A" ROAD BASE COMPACTED

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TO 95% OF AASHTO T-180 C OR D.

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1'-0" TYP.

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(7) UFER GROUND TO BE 20' OF #4 BARE COPPER WIRE EMBEDDED

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IN CONCRETE AND LACED AROUND REBAR. EXTEND ABOVE SLAB TO

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PANEL AND TERMINATE AT PANEL GROUND BUSS BAR.

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(8) BOTTOM OF FOOTINGS TO BE A MINIMUM OF 12 INCHES BELOW

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FINISH GRADE AND/OR BELOW FROST LINE.

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REAR ELEVATION

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NTS

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FRONT ELEVATION

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NTS

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RIGHT ELEVATION

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NTS

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LEFT ELEVATION

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NTS

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FLOOR PLAN

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NTS

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BABCOCK DAVIS 36"X30" ROOF HATCH

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GALVANIZED AND PRIMED TO PAINT OR EQUAL. INSTALL

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4/4 X 4" AZEK TRIMBOARD OVER Z-FLASHING - TYP.

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4' AZEK CORNERBOARD - TYP.

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4'X8' HARDI-PANEL W/CEDAR MILL FINISH.

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24" X 24' GALVANIZED LOUVERED VENT.

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TRIM OUT AS NEEDED.

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ASC KLIP RIB OR EQUAL, 24 GAUGE, 16" WIDE, METAL

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ROOF W/DURATECH XL FINISH OVER 30# ROOF FELT.

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COLOR TO BE AS PER FOREST LANDSCAPE ARCHITECT.

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INCLUDES MATCHING RAKE AND TURNED DOWN RIDGE

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FLASHING. INSTALL AND CAULK NEOPRENE CLOSURE

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STRIPS AT EAVES AND RIDGE FLASHING. INSTALL AND

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FLASH ROOF AS PER MANUFACTURER.

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3'-0" X 6'-8", DBL. 18 GAUGE, HONEY COMB CORE,

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METAL DOORS WITH 16 GAUGE FRAME, W/2 EACH

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24" X24" SCREENED LOUVERS; SCHLAGE A25D ORBIT

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LOCKSET AND B160 DEADBOLT; 3 PR., 4 1/2" X 4 1/2",

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STANLEY FBB179 BUTTS; PEMKO 315N SWEEP, S88D

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GASKET AND 272A ALUMINUM THRESHOLD; IVES FB458

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FLUSH BOLTS. ALL FINISH TO BE 626.

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KEY NOTES

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FOUNDATION PLAN

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NTS

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4" CONCRETE SLAB W/#4'S

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@ 18" O.C. EACH WAY OVER

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6" MIN. COMPACTED CLASS A

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ROAD BASE (SEE FND. NOTE 6).

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AND FLASH AS PER MANUFACTURER.

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WELL HEAD

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CHLORINE RATIO PUMP TO SET ON.

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WITH SINGLE RECEPTACLE MOUNTED 48" AFF FOR

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FF

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FG

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2X12 FACIA

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SLOPE TO

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DRAIN - TYP.

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LAP SIDING AND TRIM

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1" OVER FOUNDATION

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TYP. FTG.

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NTS

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NATIVE

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CONT.

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BASE

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EACH WAY

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PAHD42 HOLD DOW

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EACH CORNER

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WV

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MIN. 6KW STANDBY GENERATOR PROPANE POWERED,

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COMPATIBLE WITH SYSTEM. INSTALL INSULATED EXHAUST VENT

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LEAD ACID BATTERY WITH TRICKLE CHARGER FOR FLOAT SWITCH

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MOUNT ON PLYWOOD SHELF ADJACENT TO CONTROLS

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WELL SCHEMATIC C-04

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AND D-02

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ALUMINUM SLANT-BACK ROOF LOUVER

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DIRECT GENERATOR EXHAUST THROUGH VENT.

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WELL CONTROLS AND TRANSFER SWITCH. 12V 5AH SEALED

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CHERRY VALLEY WATER SYSTEM_Final.pdf
Sheets and Views
Cherry Valley - Map-Permit Vecinity Map
Cherry Valley - Map-Site Map
Details-Well House
OLE1
Details-Well House Framing Plan
OLE1
Details-Tank
OLE1
Details-Tank Valves
OLE1
Details-Propane Tank Details
OLE1
Details-Well House.pdf
Sheets and Views
Well House
OLE1
2021-12-14T14:10:19-0800
TIMOTHY HUGHES
2021-12-14T15:35:02-0800
FRANK SCHILLIE
2021-12-15T06:30:39-0800
RAYMOND CABLAYAN
2021-12-15T12:13:05-0800
ELIZABETH MARTINEZ

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