3. Cottonwood Well Drawings.pdf

FOREST LOCATION MAP

PROJECT LOCATION MAP

TRAVEL DIRECTIONS:

SHEET OF

United States Department of Agriculture

Forest Service

COTTONWOOD MEADOW WELL CONSTRUCTION

FROM THE STANISLAUS NATIONAL FOREST SUPERVISOR'S OFFICE, TURN LEFT ONTO GREENLEY

ROAD. CONTINUE FOR 0.6 MILES BEFORE TURNING LEFT ONTO MONO WAY. AFTER 1.3 MILES, TURN

RIGHT ONTO TUOLUMNE ROAD. CONTINUE FOR 6.7 MILES, THEN CONTINUE ONTO FOREST ROUTE

1N04. TAKE 1N04 FOR 30.5 MILES BEFORE TURNING LEFT ONTO FOREST ROUTE 2N84. CONTINUE ON

2N84 AROUND COTTONWOOD MEADOW, THEN TURN LEFT ON 2N24. THE WELL LOCATION WILL BE ON

THE LEFT. (37.990202, -119.937136)

SUPERVISOR'S OFFICE

19777 GREENLEY ROAD

SONORA, CA 95370

RECOMMENDED BY:

APPROVED:

FOREST ENGINEER

DISTRICT RANGER

FOREST SUPERVISOR

/27

/21

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CALIFORNIA

TUOLUMNE COUNTY

(R05) PACIFIC SOUTHWEST REGION

STANISLAUS NATIONAL FOREST

GROVELAND RANGER DISTRICT

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 COVERSHEET 12/27/21

G-02 GENERAL NOTES AND SCHEDULE OF ITEMS 12/27/21

G-03 VICINITY MAP 12/27/21

C-01 SITE PLAN 12/27/21

D-01 WELL DETAILS 12/27/21

D-02 SOLAR PANEL MOUNTING DETAILS 12/27/21

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

/27

/21

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(R05)

PACIFIC SOUTHWEST REGION

COTTONWOOD

MEADOW WELL

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

GENERAL NOTES AND

SCHEDULE OF ITEMS

12/27/2021

K. BAKER

K. BAKER

T. HUGHES

G-02 002 006

APPLICABLE CODES

1. IBC 2018

2. NEC-NFPA 2020

GENERAL NOTES:

1. ALL WORK & MATERIALS SHALL BE IN ACCORDANCE WITH THE APPLICABLE RULES AND

REGULATIONS OF FEDERAL, STATE AND/OR LOCAL CODES, LAWS, ORDINANCES, STATUTES AND

REGULATIONS. NOTHING IN THE DRAWINGS IS TO BE CONSTRUED AS REQUIRING OR

PERMITTING WORK CONTRARY TO THESE APPLICABLE RULES, REGULATIONS, AND CODES.

2. THESE NOTES ARE INTENDED AS A GUIDE TO THE CONSTRUCTION REQUIREMENTS

ESTABLISHED FOR THIS PROJECT. NO CONTRACTOR SHOULD ATTEMPT TO DESIGN, BID, OR

CONSTRUCT ANY PORTION OF THE WORK HEREIN WITHOUT FULL UNDERSTANDING OF THE

DESIGN INTENT AND APPLICABLE CODE REQUIREMENTS. THE CONTRACTOR SHOULD OBTAIN

CLARIFICATION FROM THE CONTRACTING OFFICER IF HE OR SHE IS UNCERTAIN OF DESIGN

INTENT.

3. THE DRAWINGS INDICATE LOCATION, DIMENSIONS, AND TYPICAL DETAILS OF CONSTRUCTION.

FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND APPLY GENERALLY FOR SIMILAR

CONDITIONS. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION. IN THE EVENT THAT

CERTAIN FEATURES ARE NOT FULLY SHOWN ON THE DRAWINGS OR CALLED FOR IN THE

SPECIFICATIONS THEIR CONSTRUCTION SHALL BE (A) OF THE SAME CHARACTER AS SHOWN

FOR SIMILAR CONDITIONS; OR (B) IN ACCORD WITH CONVENTIONAL PRACTICES OF THE IBC; OR

(C) AS CLARIFIED BY THE C.O.

4. ANY SITE OR BUILDING AREAS UNAFFECTED BY THIS WORK SHALL BE PROTECTED FROM ANY

DAMAGE CAUSED BY THIS WORK. ANY DAMAGE TO EXISTING STRUCTURES OR BUILDING

ELEMENTS SO CALLED SHALL BE THE FINANCIAL RESPONSIBILITY OF THE CONTRACTOR.

5. ANY WASTE AND REFUSE CAUSED BY THIS WORK SHALL BE REMOVED FROM THE PREMISES

AND DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER

WORK NOTES:

1. THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE IN ACCORDANCE

WITH THE CONTRACT TO THE C.O. FOR APPROVAL PRIOR TO THE START OF WORK

2. REQUIRED WORK NOT SPECIFIED IN THE SCHEDULE OF ITEMS SHALL BE CONSIDERED

SUBSIDIARY TO OTHER PAY ITEMS

3. BEFORE ANY EXCAVATION ACTIVITIES BEGIN, THE CONTRACTOR SHALL CONTACT A

SERVICE TO LOCATE ANY BURIED UTILITIES. USA = 1-800-642-2444, THE NATIONAL 811

NUMBER, OR THE WEBSITE HTTP://USANORTH811.ORG/

4. EQUIPMENT FOR THIS PROJECT, IF DRIVEN ON STATE OR COUNTY ROADS, SHALL BE

CURRENTLY LICENSED

5. ALL WORK SHALL BE IN COMPLIANCE WITH THE BEST MANAGEMENT PRACTICES

DESCRIBED IN THE REGION 5 FOREST SERVICE SOIL AND WATER CONSERVATION

HANDBOOK, DATED DECEMBER 2011, AND THE NATIONAL BEST MANAGEMENT

PRACTICES FOR WATER QUALITY MANAGEMENT ON NATIONAL FOREST SYSTEM LANDS,

DATED APRIL 2012.

6. ALL DIMENSIONS, UNLESS OTHERWISE SPECIFIED, ARE IN US FEET.

7. CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT AND SAFETY COMPLIANCE.

8. WATER SOURCES, IF NEEDED, WILL BE DESIGNATED BY THE FOREST SERVICE DURING

CONSTRUCTION.

9. PROVIDE COPIES OF WEIGHT TICKETS FOR MATERIAL DELIVERED TO THE SITE FROM

COMMERCIAL SOURCES. AGGREGATE SHALL BE OBTAINED FROM AN APPROVED

SOURCE, CERTIFIED WEED FREE AND CERTIFIED TO CONTAIN NO MORE TAHN 0.25%

ASBESTOS TO BE IN COMPLIANCE WITH CALIFORNIA HEALTH AND SAFETY CODE

SECTIONS 93105 AND 93106

10. ANY DISTURBANCE, SUCH AS BORROW SITES AND STAGING AREAS, SHALL BE

RESTORED..

SCHEDULE OF ITEMS

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT SHEET NUMBER/DESCRIPTION QUANTITY REMARKS

01 70 00 MOBILIZATION LS

02 52 50.01 400 - 800 FOOT DEEP WELL: DRILLING, DEVELOPMENT, TESTING LS

C-01, D-01 1

02 52 50.03 SOLAR WELL PUMP SYSTEM LS

D-01, D-02 1

13 57 00 CONCRETE WATER TROUGH LS

C-01

02 66 00 WATER LINE CONSTRUCTION LF

C-01

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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

/27

/21

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(R05)

PACIFIC SOUTHWEST REGION

COTTONWOOD

MEADOW WELL

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

VICINITY MAP

12/27/2021

K. BAKER

K. BAKER

T. HUGHES

G-03 003 006

PROPOSED NEW WELL SITE

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-1 .6

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

/27

/21

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(R05)

PACIFIC SOUTHWEST REGION

COTTONWOOD

MEADOW WELL

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

SITE PLAN

12/27/2021

K. BAKER

K.BAKER

T. HUGHES

C-01 004 006

2N24

TO 2N84

NEW WELL INCLUDING SOLAR PUMP, WELLHEAD

CONTAINED IN WEATHERPROOF ENCLOSURE,

SEE DETAIL SHEET D-01

Feet

1" = 40'

80400

NOTE: ACCESS TO WELL SITE AVAILABLE VIA ABANDONED SPUR ROAD CUT,

APPROX 200 FT LONG. BRUSH WORK AND CLEARING MAY BE REQUIRED TO

PROVIDE VEHICLE ACCESS.

NEW CONCRETE CATTLE

TROUGH WITH FLOAT VALVE

800W - 3200W SOLAR PUMP CONTROLLER, AC INPUT

COMPATIBLE, RPS22PRO OR EQUAL

DC CUTOFF SWITCH

1" = 1'-0"

WELLHEAD LAYOUT

400 GALLON REINFORCED CONCRETE WATER TROUGH

ANTI-SIPHON FLOAT VALVE WITH ALUMINUM HOUSING,

TROUGH-O-MATIC TM830AS OR EQUAL

SIX 320W ALUMINUM FRAMED UL SOLAR

PANELS, MOUNTED PER DETAIL SHEET D-02

1" = 6"

TRENCH DETAILS

M

I N

6" MIN

M

I N

M

I N

T

O

MOUND BACKFILL 3" ABOVE GRADE

MARKING TAPE

SELECT EXCAVATED MATERIAL

SHADING MATERIAL

TRACER WIRE

" HDPE WATERLINE

BEDDING MATERIAL

1" = 2'-0"

TROUGH DETAILS

WORK NOTES:

1. WATERLINE SHALL BE 1

" HDPE POTABLE WATER SERVICE PIPE, SDR 9. PIPE SHALL BE RATED

FOR 200 PSI AT 73F. ALL FITTINGS SHALL BE COMPRESSION AND SUBMITTED TO THE COR.

2. SLOPE ALL WATERLINE TO DRAIN.

3. THE CONTRACTOR SHALL PERFORM A HYDROSTATIC TEST ON THE WATERLINE PRIOR TO

COMPLETELY BACKFILLING.

4. TRACER WIRE SHALL HAVE ONE SPLICE MAXIMUM BETWEEN UTILITY BOXES. SPLICES SHALL

UTILIZE WATERPROOF CONNECTIONS TO MINIMIZE CORROSION OF TRACER WIRE.

5. SHADING AND BEDDING SAND SHALL BE 100% FINER THAN NO.4 SIEVE AND FREE OF VEGETATIVE

MATERIAL. ALL BED, SHADING, AND EXCAVATED MATERIAL WILL BE APPROVED BY THE

CONTRACTING OFFICER PRIOR TO BACKFILLING THE TRENCH.

6. GROUND CONDITIONS ARE UNSURVEYED AND TRENCHING MAY REQUIRE NEGOTIATION AROUND

OR THROUGH AREAS OF BEDROCK.

APPROX. 330 LF WATERLINE

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N

48" DIA. CORRUGATED METAL PIPE

(GALVANIZED STEEL, 14ga)

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

/27

/21

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(R05)

PACIFIC SOUTHWEST REGION

COTTONWOOD

MEADOW WELL

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

WELL DETAILS

12/27/2021

K. BAKER

K.BAKER

T. HUGHES

D-01 005 006

PUMPING DEPTH (FT)

RPS MODEL OR EQUAL PUMP MOTOR OR EQUAL WATER END OR EQUAL

400 - 700 1500 D M154 5GS15

700 + 2000 D M204 5GS20

WORK NOTES:

1. WATER METER SHALL BE A BADGER RECORDALL DISC SERIES BRONZE ALLOY METER, OR APPROVED EQUAL.

2. THE CONTRACTOR SHALL INSTALL THE WELL AND WELL ENCLOSURE SO IT FUNCTIONS AS INTENDED.

3. ALL ABOVE GROUND VALVES AND FITTINGS SHALL BE GALVANIZED STEEL OR BRASS, AND ABOVE GROUND PIPING SHALL BE GALVANIZED STEEL.

4. SEE TABLE BELOW FOR WELL PUMP SIZING BASED ON FINAL WELL AND WATER DEPTH.

CONCRETE WELL

PAD/WELL HOUSING

FLOOR

WELL CASING

WELL SEAL

M

I N

NYLON TIE WRAPS AT

10'-0" O.C.

" BRAIDED NYLON SAFETY

LINE RATED TO 1200 LBS

TENSILE STRENGTH

(REQUIRED IF PUMP DEPTH

EXCEEDS DROP PIPE MAX.

DEPTH RATING)

" SCHEDULE 120 ASTM

D1785 PVC DROP PIPE,

THREADED BOTH ENDS

WITH STAINLESS STEEL

COUPLINGS

10 AWG FOUR WIRE

SUBMERSIBLE PUMP CABLE,

STRANDED OR SOLID

5 GPM WATER END

WITH 1

" NPT

DISCHARGE, GOULDS

OR EQUAL, SEE

CHART FOR MODEL

4" THREE PHASE PUMP

MOTOR, CENTRIPRO OR

EQUAL, SEE CHART FOR

SERIES

1" = 1'-0"

WELL DETAIL

1" = 3"

WELLHEAD DETAIL

TEE W/PLUG

CHECK VALVE

SMOOTH NOSE

SAMPLE TAP

VACUUM RELIEF

VALVE

BALL VALVE

WATER METER

WATERLINE TO TROUGH

1" = 1'-0"

WELL HOUSING DETAIL

REVERSE ACTION PRESSURE SWITCH

PRESSURE

GAUGE

LIQUIDTIGHT FLEXIBLE CONDUIT

TO WELL PUMP CONTROLLER

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1/2" SMOOTH ROD

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HANDLE WELDED TO LID

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LOCKING

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FOR PADLOCK

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IRONS TO LID EVERY 6"

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10 GAUGE METAL LID (GALVANIZED)

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1/2" SMOOTH

AutoCAD SHX Text %%uPLAN OF LID

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IRONS TO LID EVERY 6"

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10 GAUGE METAL LID

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ROD HANDLE

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LOCKING ROD STRAP

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FOR PADLOCK

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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

/27

/21

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(R05)

PACIFIC SOUTHWEST REGION

COTTONWOOD

MEADOW WELL

CONSTRUCTION

STANISLAUS NATIONAL

FOREST

GROVELAND RANGER DISTRICT

SOLAR PANEL

MOUNTING DETAILS

12/27/2021

K. BAKER

K.BAKER

T. HUGHES

D-02 006 006

M

I N

18"

1" = 2'-0"

SOLAR PANEL MOUNTING RACKS

1" = 2'-0"

ELEVATION

1" = 3"

POST AND RAIL ATTACHMENT

1" = 6"

POST FOOTINGS

320W SOLAR

PANELS

SOLAR PANEL MOUNTING

RAILS

2" ID SCHEDULE

40 STEEL PIPE

PANEL MOUNTING

CLIPS

1" = 2'-0"

SOLAR PANEL MOUNTING PLAN

2" ID SCHEDULE 40

STEEL PIPE POSTS

RAIL-TO-PIPE

FASTENING

PIPE-TO-PIPE

FASTENING

PANEL END CLAMP

320W SOLAR PANEL

RAIL-TO-PIPE

U-BOLT

RAIL-TO-PIPE

MOUNTING PLATE

PIPE-TO-PIPE U

BOLT

TEE CAP

2" ID SCHEDULE

40 STEEL PIPE

POST

2" ID SCHEDULE

40 STEEL PIPE

SOLAR PANEL

MOUNTING RAILS

2" ID SCHEDULE

40 STEEL PIPE

POST

WORK NOTES:

1. SOLAR PANELS SHALL BE AMERISOLAR AS-6M30S BLACK

MONOCRYSTALLINE MODULES OR EQUAL, 320W. PANELS SHALL BE

COMPATIBLE WITH MOUNTING SYSTEM AND PUMP CONTROLLER.

2. CONTRACTOR TO ENSURE THAT FULL GROUNDING SYSTEM IS

INSTALLED PER MANUFACTURER'S SPECIFICATION.

3. PANEL CONFIGURATION SHOWN IS TYPICAL -- EXACT

CONFIGURATION TO BE DETERMINED BY FINAL WELL AND WATER

DEPTH (SEE TABLE BELOW).

PUMPING DEPTH (FT)

NUMBER OF PANELS

400 - 700 6

700 + 8

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