Drawings_Coffee_Crk_Water_Sys.pdf

Racommadad by:

EnvironmentalEngineer Date

Facilities Engineer Date

Approved by:

District Ranger Date

Forest Engineer Date

North Fork Management Unit

Weaverville Ranger District

Shasta-Trinity National Forest

Sheet No.

1 of5

Fi,.Name:

Colr8a ClaM GS

Project Location

OREGON UNITED STATES DEPARTMENT OF AGRICULTURE

FOREST SERVICE

REGION FIVE

COFFEE CREEK GUARD STATION

DRINKING WATER SYSTEM REPLACEMENT

Area Map

State of California Scale: None

Vicinity Map

Scale: None

LEGEND

* Supervisor's Offlc:El i District Ranger OffiCE

PAGE

NUMBER INDEX

1. Title Sheet & Location Map

2. Compound Plan View

3. Profile Plan View

4-5. Water Typicals/Details

DRAI\IWJTH

RIPRWOI.In.J:T

USDA

FOREST

L£ '.<.Di

ES

PACIFIC

SOUTHWEST

REGION

• 1D,cll0GIIIIon

R5

... PRIMARY

···;WORK

••• AREA

/ '!.MOYI'OLDHmW<T

LPG

TAN<

l w

>- i c::

w w a:

i= w

USDA

FOREST

SERVICE

SOUTHWEST

REGION

NO. DATE T REVISIONS

.,I.

s tt-i

4"SCH40 PVC

INSTALLED 2013

<o,.J r- '

E-< [/J

>en-c:: c:

?:: U5 t::: , z

-oz>

(!)[l, E-< en ou:

:..:: Q) 0

Q) ll=[l, i=' 2570

UJ

UJ

w [/J w u.

u.

[/J 0

I l l!i

SHASTA-TRINITYN. F.

COFFEE CREEK G.S.

MANAGEMENT UNIT

3644 Avlech Parlcway

REDDING, CA

L...L z 2560 96002

AlE

DESIGNED BY

L.ROSS

DRAWN BY

UJ 2540

-I

UJ

L.ROSS

r.J:::VIEWED U Y

P. CATES

I I

0 10

I I I I I

20 30 40 50 60 70

I I I I I I I I I I I I I I I I I I I I I I I I I I

80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 260 270 280 290 300 310 320 330 340 350

DISTANCE (FEET)

PROFILE TO 20,000-GALLON WATER TANK

APPROVED BY

RECOMMENDED BY

DATE

03.25.1 4

SCALE

1:30

DRAWING

SIIU·:r 3 OF 5

PATCH REMOVED ASPHALT WITH A PATCH REMOVED ASPHALT WITH A

ROLLED ASPHALT COLD MIX OVER CLASS II ROAD BASE COMPACTED TO

CLASS II ROAD BASE COMPACTED TO 95% OF ASHTO T-99

SAW CUT 95% OF AASHTO T-99 SAW CUT AND COVER WITH ROLLED ASPHALT

PAVED AREAS

MOUND NATIVE SOIL

PAVED AREAS COLD MIX 2" MOUND NATIVE SOIL SLOPE TO DRAIN 1% MINIMUM

LOCATE AS NECESSARY TO FOLLOW NATURAL DRAINAGE.

USE ELBOW SWING JOINT OR BEND PIPE.

IF PIPE IS BENT, INSTALL ADDITIONAL UNION AHEAD OF BEND

LAST 10 FEET OF DRAIN PIPE IS

NOTE: ALL UTILITIES

GSP TO DAYLIGHT

SHALL BE PLACED IN

CENTER OF TRENCH SWING CHECK VALVE

MIN STAINLESS STEEL STRAINER OR #18

MESH INSECT SCREEN SECURED

COMMON BACKFILL WITH STAINLESS STEEL HOSE

(NON-SELECT) CLAMP

3" MINUS DRAIN ROCK

6" DEEP X 2' WIDE X

4'LONG

WATER TRENCH

UNDERGROUND INSTALLATION OF

DIRECT BURIAL CONTROL CABLE

INSIDE SCH.40 PVC CONDUIT

WATER AND POWER TRENCH

VALVE BOX LID MARKED "WATER"

WEIGHING LESS THAN 50-LBS

BOLTED DOWN WITH PENTA HEAD

STAINLESS STEEL BOLTS

PLACE PIPE

THROUGH BOX LID/COVER WITH HOLD DOWN BOLTS

MOUSEHOLE MARKED "ELECTRICAL". TYPICAL CONDUIT

FULL PORT IDENTIFICATION TAG

BRONZE INSTALL UNIONS ON 1-112" DIAMETER OR

REBAR 8-12• \BALL VALVE LARGER SIZED VALVES ONLY TYPICAL IN-LINE SPLICE WHERE REQUIRED. SET BOX FLUSH

OR INSTALL PULL BOX APPROXIMATELY EVERY 300 LF. WITH EXISTING

GATE VAL ROAD SURFACE.

GSP

FEMALEGSP

COUPLING

SAND BEDDING

SEE WATER TRENCH DETAIL COARSE

AGGREGATE

"CRUSHED ROCK MATERIAL

COIL 24" OF TRACER

#3 REBAR GROUND ROD WIRE IN VALVE BOX

INSTALLED OUTSIDE

OF VALVE OPERATION

VALVE BOX TYPICAL SITE RACEWAY I PULLBOX

USDA

FOREST

m

SOUTIIWEST

REGION

NO. DATB llBVISIONS t z z p., w Q w

0 c E=: w c..

a:

w t:Jc t- a::c:

uz C/) a:

w

00 3::

I h I

SHASTA-TRINITYN. F.

COFFEE CREHK.a.s.

MANAGEMENT UNIT

3644 Avtech Porkwoy

REDDINO,CA

96002

AlB

DESIGNBDBY

Stall

DRAWNBY

L.ROSS

ltHVIEWEI) BY

P.CATES

APl'AOVEil BY lli!COMMBNDI!DBY

DATB

03.25.14

SCALI!

Nol To Scale

DRAWIND

Tl SHEEr 4 OF 5

1.5" CAP (IF NO TYPE C WYE VALVE PROVIDED)

2 NPSH TO 1.5 NH REDUCER

CONTRACTOR TO INSTALL

GOVERNMENT FURNISHED I 2 X 3" GSP NIPPLE

TYPECWYEVALVE(NOTSHOWN) _/ .; 2"GSP90"ELBOW

HOSE BIBB "HOSE END OUTLET

& "MIP INLET

HOSE BIBB "HOSE END OUTLET

AND "MIPINLET.

HOSE CONNECTION VACUUM BREAKER 2 X 2 X 1-114" GSP TEE

WITH FREEZE RELIEF FEATURE HOSE CONNECTION

AND REDUCER TO

VACUUM BREAKER WITH CONNECT HOSE BIBB

GALVAN/ZED STRAPS. FASTEN TO FREEZE RELIEF FEATURE

POST WITH ACQ APPROVED HOT

DIPPED GALVANIZED SCREWS

CONCRETE COLLAR

18"X18"X-4" DEEP

314"GSP

DRAIN ROCK (-3CF) 2"

3X3'X-4" DEEP

(MINUS CONRETE COLLAR)

BLEND WITH EXISTING GROUND

GROUND SURFACE 1" BALL VALVE

IN VALVE BOX

2"DJA.GSP

DRAIN ROCK- 2CF

6" DEEP X 2' WIDE X 2' LONG

FIRE FILL HYDRANT

PLAN VIEW

COMMON BACKFILL 78" GSP TO VALVE' BOX

(NON-SELECT) CONNECnON

FIRE FILL HYDRANT

PROFILE VIEW

HOSE BIBB HYDRANT

USDA

FOREST

m

SOUTIIWEST

REGION

NO. DATB llBVISIONS z z p., w Q w

0 c

E=:

c..

w a:

w t:Jc 1- a::c:

uz C/) a:

w

00 3::

I h I"

SHASTA-TRINITYN. F.

COFFEE CREHK.a.s.

MANAGEMENT UNIT

3644 Avtech Porkwoy

REDDINO,CA

96002

AlB

DESIGNBDBY

Stall

DRAWNBY

L.ROSS

ltHVIEWEI) BY

P.CATES

APl'AOVEil BY lli!COioiMBNDI!BY

DATB

03.25.14

SCALB

Nol To Scale

DRAWING

T2 SHEEr 5 OF 5