20140270 Redline Cmts Peer 1 04072015YELM PRAIRIE CHRISTIAN FOOD BANK
501 103RD AVENUE NE, YELM, WA 98597
rrr
APPROXIMATE
ORDINARY HIGH
WATER MARK
X
SOUTHWESTERLY LIMITS OF
SPECIAL FLOOD HAZARD AREA
INUNDATED BY 100-YEAR FLOOD
J
RIPARIAN
BUFFER
APPROXIMATE LIA41TS OF THE
RIPARIAN BUFFER, 150 FEET
SOUTHWESTERLY V rlCr&Jf=
FEMA CROSS SECTION 'S'
100-YEARBASE
FLOOD ELEVATiON 333'
PANEL 0354E
ORDINARY HIGH WATER MARK EXIS rING /l/ ZIN/
PROPOSED&
LANDSCAPE BUFFER
(SEE SHEET 5)
EX.GRAVEL -
TO BE REMEDIATED
TO GRASS SURFACE
(SEE SPECS SHEET 2)
PROPOSED SOLID METAL
SCREENING FENCE FOR
STORAGE AREA, 40'x95'
EXISTING GRAVEL
1,570 S.F,
PROPOSED 8'
LANDSCAPE BUFFER
(SEE SHEET 5)
SHEET INDEX
I - COVER SHEET
2. SITE PLAN
3. WATERMAIN PLAN & PROFILE
4. DETAILS
S. LANDSCAPE PLAN
TREE LINE zZ, r.
_7 •
x
PEDESTRIAN ROUTE:
PER STAFF RECOMMENDATION 2 OF THE SPECIAL USE PERMIT, A
PEDESTRIAN ROUTE SHALL BE ESTABLISHED CONNECTING THE
FOOD BANK TO SITE PARKING, THE FOODBANK TO THE PUBLIC WAY
AT 103RD, AND BETWEEN THE FOOD BANK AND CHURCH BUIDLING.
1
A W PEDESTRIAN ROUTE SHALL BE STRIPED AS SHOWN ON THE
PLANS, ADJACENT TO EXISTING CURB, FROM THE DRIVEWAY AT
103RD, TO THE CHURCH AND EXTENDING TO THE CONCRETE APRON
AT THE FOOD BANK STRIPING SHALL MEET WSDOT STANDARDS
FOR PAVEMENT MARKINGS IN PARKING LOTS, JOINTS, THRESHOLDS
AND AND SURFACES ON -THE ROUTE SHOWN SHALL BE CORRECTED
AS NEEDED TO MEET,,ADA STANDARDS. EXISTING GRADES ON THIS
ROUTE CURENTLY MEET
VEHICULAR AND PEDESTRIAN CONTROL MEASURES SHOWN ON
THIS PLAN SHALL BE UTILIZED DURING FOOD DISTRIBUTION.
C
SOLID " STE RECEPTICAL IS LO AlrED
INSIDE BUILDING
'x
EXISTING UTILITY
CONNECTIONS TO
INSIDE
BE ABANDONED
FEMAFLOODWAY
IN PLACE
EXISTING -
•
EXISTING CONC.
yP VEGETATION
SLAB
DEVELOPMENT SUMM_AfZ�-
EXISTING USE: CHURCH (1.4,506 S.F.) WITH OUTBUILDINGS
PARCEL NO.: 64303601802
TOTAL AREA: 7.00 ACRES
SIT /R: SEC. 19T. 11 N., RGE. 2 E. W.M., THURSTON CO.
JURISDICTION: CITY OF YEL-M
ZONING: Cl - COMME=RCIAL
PROPOSED SPECIAL USE: F(:)OD DISTRIBUTION OPERATION
AREAS SPECIFIC TO NEW SPC=CIAL USE:
3,456 S.F. STORAGE BUILDI! 4G
(EXISTING STRUCTURE, NO PUBLIC OCCUPANCY/ACCESS)
320 S.F. DRY STORAGE CONTAINERS
(NON MOBILE)
REFRIGERATED STORAGE CONTAINERS (2)
(ON PROPOSED SILAB)
2,192 S.F. CONCRETE SLAB FOR BINS/PALLETS
2,080 S.F. CONCRETE LOADING DOCK AND RAMP
(EXISTING, NOT PREVIOUSLY REVIEWED)
SEE TOTALS BELOW FOR SITfF_ GROSS FLOOR AREA
SITE COVERAGE DATA:
NEW HYDRANT
S Q U THWES TERL Y OF THE
ORDINARY HIGH WATER MARK
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
I. XISTING
PROPOSED
CHURCH BUILDING
114,566 S.F,
—100—
MAINTENANCE SHED
122 S.F.
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
FOOD STORAGE (GARAGE)
3,456 S.F.
CONCRETE APRON
1,760 S.F.
GRAVEL
2,450 S.F.
ASPHALT PARKING
A2,579 S.F.
STORAGE CONTAINERS (NON--MOBILE)
320 S.F,
CONCRETE LOADING DOCK
2,080 S.F.
CONCRETE SLAB (REAR)
w
Z
2,192 S.F.
TOTAL 64,873 S.F. 4,592 SF
x
w w w W4"
PREFOARED FOR
w �le
5.4 ". -1
'MAINTENANCE
44
60
SHED
2 —RIPARIAN
BUFFER
V
EXISTING 6
8
EXISTING C
(CUSPOMER RESTROOM SIGNS)
PROPOSED
0 oql�
FIRE HYDRAN
CAT
:x
N FEMA CROSS SECTION `PROPOSED WATER EXTENSION
j
PREVIOUS VEHICLE OPERATIONS THROUGH 100-YEAR BASE
%
FLOOD ELEVATION 335.3'
THE LANDSCAPE AND RIPARIAN BUFFERS
PANEL 0354E
SHALL BE ELIMINATED AND RESTORED BY
RESEEDING
COVERED ENTIRANCE
ZONE
x
SAFETY LINE
X,
wpl Y I 1"fTz ly
S
PROPOSED FIRE HYDRANT SPECIAL FLOOD HAZARD AREA
WUNDA TED BY 100-YtAR FLOOD 7, fr
VEHICLE & PEDESTRIAN ~ "Y
CIRCULATION/SAFETY PLAN
E-
>CONES DELINEATE NO-VEHICLE ZONE
>FOOD DISTRIBUTION ON EX. CONCRETE HYDRANT
r
EXISTING
A_
WATER
"'4
x
AND PICKUP AREA METER
FOOD BANK PARKING
LEGEND
4)
04
05
06
07
08
09
RIPARIAN
BUFFER X,
_x
E
X LIGHT
4� POLE , TYP.
0
X LP
\\
Typ.
f\kjrr-r%^Il via STRIPED rxlrc:Lj
1w
EXISTING 36x96 , METAL BLDG FOR STORAGE (SEE NOTES THIS SHEET)
NI
PEDESTRIAN ROUTE
AND OPERATIONS (3,456 sf)
EX. DRAINAGE
EX. LANDSCAPING, TO BE REMOVED API LINES
'l-,GRASS
EXISTING 12'x3O'FOOD BANK OFFICE TYP.
EXISTING REFRIGERATED FOOD STORAGE AREA
CONTAINERS TO BE RELOCATED TO NEW SLAB
PROPOSED LOCATION FOR REFRIGERATED
EX. HYDRANT, TYP
STORAGE CONTAINERS (NON-MOBILE; ACCESSED FROM INSIDE)
7
PROPOSED CONCRETE SLAB FOR PALLET AND BIN
S
\ �- t`"-• �m-- �«•?-- •1��_-- 4- •.- .:'�p1.. -r- 'M41F�- ;•- •.•�.tiis��iea : 'te5n w4a � newt sa � its 'wsa w� 'f� rna �a �1 'wse use Asa ,tee
TORAGE 2,192 S. F,
CONCRETE LOADING DOCK WITH RAMP & APRON
6287- PIRTEM? LINE ORDINARYHIGH APPROXIMATE
2,080 S.F. (NOT PREVIOUSLY REVIEWED)
WATER MARK
TEMPORARY BIN LOCATION DURING 'e
FOOD DISTRIBUTION
_ .. n .
FOOD STORAGE CONTAINERS (NON-MOBILE; ACCESSED FROM EX. STREET TREES ENTRY/EXIT --SOUTHWESTERLY LIMITS OF
------- SPjEQAl F1 HAZARD AJ*A
INSIDE) 320 S.F. 30' WIDTH --- MRLD A VMUE INUNDATED By i oo- YEAR FL 000
FOOD CUSTOMER PICKUP POINT ------ - ------
OUTSIDE BUILDING
APPROXIMATE` LIMITS OF THE
RIPARIAN BUFFER 150 FEET
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
NEW HYDRANT
S Q U THWES TERL Y OF THE
ORDINARY HIGH WATER MARK
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
Nr
11
NEW BLIND FLANGE
f 4 —
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
—100—
FINISH MAJOR CONTOUR
_103—
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
co
EXCAVATION.
m
VEfMCAL DA11M
BENCHMARK
THUftTON COUNTY
CONTROL POINT QPS2
ELEVATION a 330.28'NGVD
40 20 0 40 80
SCALE: 1 4U
HATION
GIDDAT
PANHLR
0
N3.S
� 703rd AVE
SR 7
SITE
Rp
t
VICINiTYMAP
LEGEND
EX, FIRE HYDRANT
EX, WATER METER
EX. WATER VALVE
EX. SANITARY SEWER CLEAN OUT
EX. CATCH BASIN
EX. POWER POLE
EX. SIGN
EX. LUMINARE
EX. DECIDUOUS TREE
EX. CONCRETE CURB & GUTTER
EX. CONCRE17E
EX. ASPHALT
EX. STRIPING
EX. POTABLE WATER LOCATE
EX. UNDERGROUND POWER
EX. SEWER
EX. STORM
EX. EDGE OF PAVEMENT
EX. EDGE OF GRAVEL
00i EX. MAJOR CONTOUR
EX. MINOR CONTOUR
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.'-,,
FEMA CRO S's SECTION 'U'
100 -YEAR BASE
FLOOD ELEVATION 337.3'
CONSMUCTI(M STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR.
THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER
WITH A DRAWING
(S) SHOWING THE CHANGES HE/SHE HAS MADE
TO THE DESIGN DRAWING(S).
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER, CITY OF YELM
APPROVAL EXPIRES:
Zli,-1-78/-031
NEW HYDRANT
NEWVALVE
Nr
11
NEW BLIND FLANGE
f 4 —
NEW BLOCKING
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.'-,,
FEMA CRO S's SECTION 'U'
100 -YEAR BASE
FLOOD ELEVATION 337.3'
CONSMUCTI(M STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR.
THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER
WITH A DRAWING
(S) SHOWING THE CHANGES HE/SHE HAS MADE
TO THE DESIGN DRAWING(S).
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER, CITY OF YELM
APPROVAL EXPIRES:
Zli,-1-78/-031
NEW WATER MAIN
NEW CATCH BASIN TYPE 1
Nr
11
NEW CATCH BASIN TYPE 2
f 4 —
NEW STORM MAIN LINE
—100—
FINISH MAJOR CONTOUR
_103—
FINISH MINOR CONTOUR
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.'-,,
FEMA CRO S's SECTION 'U'
100 -YEAR BASE
FLOOD ELEVATION 337.3'
CONSMUCTI(M STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR.
THE CONTRACTOR SHALL FURNISH HATTON GODAT PANTIER
WITH A DRAWING
(S) SHOWING THE CHANGES HE/SHE HAS MADE
TO THE DESIGN DRAWING(S).
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER, CITY OF YELM
APPROVAL EXPIRES:
Zli,-1-78/-031
VA
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SHEET: _1 OF
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INDEX: 111-11-0-099m. �_
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SHEET: _1 OF
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INDEX: 111-11-0-099m. �_
• JM 3-1
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THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
APPROXIMATE LIMITS OF THE
RIPARIAN BUFFER, 150 FEET
SOUTHWESTERLY OF THE
ORDINARY HIGH WATERMARK
PROPOSED LOCATION FOR REFRIGERATED
STORAGE CONTAINERS
(NON-MOBILE; ACCESSED FROM INSIDE)
EX. GRAVEL
TO BE REMEDIATED
TO GRASS SURFACE
SEE NOTE THIS SHEET
FA
PROPOSED 8'
LANDSCAPE BUFFER
(SEE SHEET 5)
EXISTING REFRIGERATED FOOD ;TOR GE
CONTAINERS TO BE RELOCATED TO NIEW SLAB
EXISTING 12'x30' FOOD BANK OFFICE
� \
TO BE REMOVED i SOLID WASTE RECEPTICAL IS LOCATED
PROPOSED CONCRETE / INSIDE BUILDING
SLAB FOR PALLET AND SIN 41 11,
STORAGE 2,192 S.F
tits tiL tits tiL
EXISTING CONC. SLAB
14, y ,1/ 14, -41
14, 4, 14, 4, \v 'Aq
INV "I,, CONCRETE LOADING DOCK WITH RAMP & APRON
2,080 S.F. (NOT PREVIOUSLY REVIEWED)
4-
A
14/ 4e 14K
41
jk
14" 41
--- EXISTING GRAVEL
-41 I'll,
EXISTING CONCRETE
'41
101±.
Nk c
41
X
PROPOSED SOLID METAL
SCREENING FENCE FOR
STORAGE AREA, 40'X95-
SEE DETAIL THIS SHEET
>
FOOD STORAGE CONTAINERS
(NON-MOBILE; ACCESSED FROM
PROPOSED STRIPED
INSIDE) 320 S.F. CONTINUOUS METAL
PEDESTRIAN ROUTE
TRIM TOP FLASHING
COLOR TO MATCH BUILDING ACCENT
166
PROPOSED 8' 2" X 6' PT TOP 7117-
LANDSCAPE BUFFER LEDGER
(SEE SHEET 5)
-PROPOSED
FIRE HYDRANT 2m X 6" PT STRINGER
(SEE SHEET 3) W / 16 D GALV.
wo
EXISTING 36'6' PROPOSED WATER EXTENSION
METAL BLDG FOR STORAGE, (SEE SHEET 3) 2" X 6" PT STRINGER
AND OPERATIONS (3,456 s-f) W 116d GALV.
(CUSTOMER RESTROOM SIGNS)
26 9a METAL SIDING
LOADING ZONE
SAFETY LINE FOOD BANK PARKING
AND PICKUP AREA
2' X 6" P.T. LEDGER ---
@ 3? O.C.
FOOD CUSTOMER PICKUP POINT
VEHICLE & PEDESTRIAN OUTSIDE BUILDING 6* X 6" P.T. POST
CIRCULATIONfSAFETY PLAN
>CONES DELINEATE NO-VEHICLE ZONE @ 8! O.C.
>FOOD DISTRIBUTION ON EX. CONCRETE
TEMPORARY BIN LOCATION DURING
FOOD DISTRIBUTION
BOTTOM STRINGER
FINISH GRADE
1 1
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 1-800424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
VIEfMC-AL DATUM
BENCHMARK
THUfWTON COUNTY
CONTROL POINT GPS2
ELEVATION = 338.28' NGVD
20 10 0 20 40
SCALE: 1" = W
HATTON
GODAT
PANTIER
I
NEW IMPERVIOUS DATA:
STORAGE CONTAINERS (NON-MOBILE) 320 S.F.
CONCRETE LOADING DOCK 2,080 S.F.
CONCRETE SLAB (REAR) 2,192 S_ F.
TOTAL 64,873 S.F. 4,592 S.F.
EXISTING GRAVEL ACCESS RESTORATION_
EXISTING GRAVEL THAT WAS PREVIOUSLY PLACED IN THIS AREA
SHALL BE REMOVED FROM THE SITE TO THE DEPTH OF NATIVE
SOILS. A COMPOST AMENDED TOPSOIL SHALL BE PLACED OVER
THIS AREA TO UNIFORM DEPTH OF 6 INCHES AND INCORPORATED
INTO THE SUBGRADE VIA RIPPING OR CULTIVATING. THE COMPOST
AMENDED SURFACE SHALL BE GRADED TO A SMOOTH SURFACE
DRAINING AWAY FROM ALL STRUCTURES PRIOR TO INSTALLATION
OF PERMANENT EROSION CONTROL MEASURES AND SEEDING.
REFER TO LANDSCAPE PLAN FOR COMPOSTING MATERIAL AND
SEEDING MIX SPECIFICATIONS AND INSTALLATION NOTES.
EXISTING METAL CLAD
C
BUILDING
1 ,
CONTINUOUS METAL EXISTING TRIM
TRIM TOP FLASHING
COLOR TO MATCH BUILDING ACCENT TIE END POST TO
26 ga METAL SIDING —
EXISTING BUILDING
TypE / COLOR? TO
MATCH BUII►ING
I SCREW 12" (O.C.
POST
METAL CLIP
WITH PK
FINISH GRADE
CONCRETE FOOTING
DEPTH.AS REQUIRED BY
E,
YCTURAL ENGINEER.
(TYP)
APPROVED FOR CONSTRUCTION
BY: DATE:
DEVELOPMENT REVIEW ENGINEER, CITY OF YELM
APPROVAL EXPIRES:
LN
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,H ET: __9 - OF, 5
13-/13-100NPCC/CD11
NDIEX:13-100afte pIgn.dwg
• JOB: 13-100
vF-RinCAL DATUM
BENCHMARK
THURSTON COUNTY
CONTROL POINT OPS2
ELEVATION = 338.26'NGVD
20
10 0
20 40
SCALE: V = 20'
Lsr-vr-L.%JTII=fL to l%r_Qrl%Amalol-r- rvl% 1 ric
COST OF FIRE HYDRANT LOCKS, AND THE
A
CITY OF YELM WATER DEPARTMENT
-4
ORDER AND INSTALL.
1 01 11 1
X.
1+46.27 2+4783
.
INSTALL INS
INSTALL
fW
1 -6 BEND - TEE fft-&M
81-C)CKING
-
I - 6" GATE VALVE
(FL X4MJ)
6.5 LF 6" WATER MAIN, 41+00 -V OWN0 FLANGE 10
- FIRE HYDRANT ASSEMBLY
T�1 1 t -� 1► 1 t F' 1' 1, � ty'' � 1 � 1 1 �' � �� � �..t. � .� � �'. ' Y �J,. y p t BLOCKING
46 LF 6"
4 46nn Aft PVC WATER
INSTALL
i -W SEND
t-V-ADAPT(WtFL-Xl"
I - 6- GATE VALVE (r4---X
6.6 LF 6" WATER MAIN
1 "
6" in INUT4WAHM
I - FIRE HYDRANT ASSEMBLY
BLOCKING
350 1
345 --f-
MAINTAIN 42" MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE
330-
I - 6- ADAPTOR (FL X MJ)
I - 6- GATE VALVE (FL X MJ)
6.6 LF 6" WATER MAIN
I - 6" BLIND FLANGE
I - FIRE HYDRANT ASSEMBLY
320
0+75 1+00
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT 1-M- 424 -5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
2+47.83
INSTALL
I - 6- TEE (FL X FL)
I - 6- ADAPTOR (FL X MJ)
I - 6" GATE VALVE (FL X Mi)
6.5 LF ov - , WA K' MAIN
I - 6" BLIND FLANGE
I - FIRE HYDRANT ASSEMBLY
BLOCKING
SCALE:
2+00 3+00
WATERMAIN PROFILE
350
—340
- —335
—330
a.- EX 6" WTR
168 LF V*
PVC WATER
CONNECT To EX G" WATER
'CONTRACTOR IrO FIELD --325
VERIFY EXACT li-OCATION
& FITTINGS REQUIRED
INSTALL
NEW WATER IMIN
1
4+00
-t-320
5+00
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
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AGENt Y NO. ----
SHEET: 3 OF
--JdgiVl$-100/13-100/YPCC/C
INDEX: 13-100Wtr..
■ JOB: 13-100
Paint Hydrant
Sun Yellow High
Grade Enamel
# 13312
�4"
To suit
trench
depth
8-
Notes
Top view operating nut
1, Limits of payment
Weather shield
Sonnet
2 2" Hose connection
with threads
2" Steamer connection
with NST threads
& 5" Storz adapter
Style S-37 w/SC cap
18"-24" 1
Weather
18"-2
Standpipe
3' Minimum
Each Pipe Joint 6"
#1106 EW Iron,
Inc. Megalug
pipe cut to length
6" Class 52 ductile iron
6" gate valve, FL X MJ --
See note below
Varies
4 concrete block
Hydrant shoe
Backfill to top of drain ring housing
bolts with 2" washed rock as shown
6' x sheet of 11 mil. plastic or con-
struction fabric, covering 2" washed rock
1. Hydrants shall be located in
accordance with Section 6.060,
In addition, a minimum three foot
radius unobstructed working area shall
be provided around all hydrants.
2. Hydrant shall be Dresser M & H Reliant style 929
OR 129, Mueller Centurion, or Clow Medallion.
3. Gate valves shall be resilient wedge
NRS with O-ring seals. Valve ends shall
be Mechanical joint by ANSI flanges.
Valves shall conform to AIAIWA 509 -80.
Valves shall be Mueller M&H, Kennedy,
Clow RM or Waterous Series 500.
THIS DRAWING DOES NOT REPRESENT A RECORD
DOCUMENT, UNLESS CERTIFIED BY HATTON GODAT
PANTIER.
ANY ALTERATIONS TO THE DESIGN SHOWN HEREON
MUST BE REVIEWED AND APPROVED BY HATTON
GODAT PANTIER.
2.6
MIN.
HYDRANT OFFSET
See valve box and
valve stem detail-
6-11
Ground
6" Flanged fire
hydrant tee
X
Plastic barrier between
thrust block and tee
Concrete thrust block
cast -in -place against
fitting only
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
FIRE HYDRANT
APPROVED DWG. NO.
67
PUBLIC WORKS DIRECTOR DATE -
DES. DWVN. CKD. DATE
JEG TEW TEW TEW 3/15/00
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
LINE AT I-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
LIVE TAP
2' TYP.
.19 . - DAP - b
ZZ
TYP.
TAPPING VALVE
FL x MJ STAINLESS STEEL
TAPPING SLEEVE
VALVE AND SLEEVE SHALL BE
-CONCRETE
THRUST
BLOCK (TYP)
CONCROLLED DENSITY
BACKFILL TO SPRAY
HERE OF MAIN
SUPPORTED AND BACKFILLED AS GROUND
SHOWN BELOW- RIGHT.
GATE VALVE
FL x MJ
TEE
1/3 DIAMETER
OF PIPE
CONTROLLED DENSITY BACKFILL 2
POURED WIDTH OF TRENCH
SOLID BRICK SUPPORT
CONCRETE THRUST BLOCK
NOTES:
1 11 MIL PLASTIC OR CONSTRUCTION
FABRIC SHALL BE WRAPPED AROUND
PIPE AND FITTINGS BEFORE THRUST
BLOCK AND BACKFILL ARE POURED.
2. CONTROLLED DENSITY BACKFILL IS A
PLANT MIX CONSISTING OF: 3100#
SAND, 450# WATER, AND ONE SACK
(94#) OF CEMENT.
3. W CUT IN TEES SHALL NOT BE
PERMITTED.
4. SUPPORT VALVE AND SLEEVE
CONTINUOUSLY THROUGH INSTALLATION.
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
CONNECTION TO
EXISTING MAIN
APPROVED DWG. NO.
PUBLIC WORKS DIRECTOR DATE---- 6-10
DES. DWk CKD. DATE
JEG TE%A? TEW TEW 3/15/00
"HE DETAILS ON THIS SHEET WITH AN AGENCY TITLE BLOCK WERE PREPARED BY
'HE REVIEWING AIGENCY AND WERE REQUIRED TO BE INCLUDED ON THIS PLAN BY
AID AGENCY. TH1r= DESIGN ENGINEER MAKES NO WARRANTY AS To THE SUITABILIT
)R APPROPRIATENESS OF THOSE DETAILS, SOME AGENCY DETAILS ON THIS SHEET
1AY HAVE BEEN MODIFIED TO SUIT DESIGN NEEDS AND HAVE BEEN NOTED AS SUCH
% K\
I
TOP EW
SIDE VIEW
L
P EW
TEE
90° 45
VERTICAL BEND
>
Lz
IE
TOP W
P it
SIDE VIEW
CROSS
/<
CROSS WITH
PLUG
NOTES:
I. CONCRETE THRUST BLOCKING TO BE
POURED AGAINST UNDISTURBED EARTH.
2. PLASTIC BARRIER SHALL BE PLACED BE-
TWEEN ALL THRUST BLOCKS & FITTINGS.
3. ANCHOR REBAR SHALL BE 5/8" MINIMUM
DIAMETER.
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D
SIDE VIEW
GATE VALVE
4�
CROSS WITH
PLUGS
WYIE
K\
HORIZ. BEND
PLUG OFD CAP
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
- ------
STANDARD
BLOCKING DETAIL
APPROVED PWG. NO.
PUBLIC WORKS DIRECTOR DATE
DES. CKD. DATA
JEG TEW 1DWNEW TEW 3/15/00
MINIMUM 0,25'CLASSU A.C.P.
(COMPACTED DEPTH) OR EXISTING
PLUS 0.08', WHICHEVER IS GREATER
APPLIED IN MAXIMUM 0. IT LIFTS
d
------ em"mOm-
Immo-1,31,4mmIffin"
1' MIN.
TYP.
SAW CUT EXISTING PAVEMENT'
EMULSIFIED ASPHALT GRADE
CSS-1 TACK SHALL BE APPLIED}
TO EDGES OF EXISTING PA"ENT.
ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR40010W.
EXISTING
FLEXIBLE
PAVEMENT
TRENCH BACKFILL
COMPACTED PER,
2-03.3(14)C METHOD B
MINIMUM 0.75' CEMENT CONC. PVMT, TRANSVERSE CONSTRUCTION iIOINT.
OR MATCH EXISTING PLUS O.W, SEE STANDARD PLAN A-1
WHICHEVER IS GREATER, SAW CUT EXISTING PAVEMENT.
0.17' CRUSHED EXISTING
SURFACING RIGID
TOP COURSE PAVEMENT
1' MIN.
TYP.
NOTES.
1 ALL MATERIALS, WORKMANSHIP, AND INSTALL-
ATION SMALL BE IN CONFORMANCE WITH THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION AS AMENDED BY
CITY OF YELM STANDARDS.
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD C
CITY OF YELM
DEPT. OF PUBLIC WORKS _.___
TRENCH-PAVEMENT
RESTORATION DETAIL
APPROVED ~ DVVG, NO.
PUBLIC WORKS DIRECTOR DATE: -10
4
DES. _TD N. �CKD. DATE
JEG S-C S-C S-C 101,1194
THRUSTLOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
PIPE
DIAMETER
X�
450 BEND
22-1/20 BEND
11-1/4 BEND
DEAD END
2,000
SAND & GRAVEL
3,000
SAND & GRAVEL
4,000
OR TEE
4"
TEE WITH
PLUG
1,000
90° 45
VERTICAL BEND
>
Lz
IE
TOP W
P it
SIDE VIEW
CROSS
/<
CROSS WITH
PLUG
NOTES:
I. CONCRETE THRUST BLOCKING TO BE
POURED AGAINST UNDISTURBED EARTH.
2. PLASTIC BARRIER SHALL BE PLACED BE-
TWEEN ALL THRUST BLOCKS & FITTINGS.
3. ANCHOR REBAR SHALL BE 5/8" MINIMUM
DIAMETER.
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D
0.67' GRAVEL BASE
COMPACTED TO 95%
OF MAXIMUM DENSITY
PER. 2-03.3(14)D
SIDE VIEW
GATE VALVE
4�
CROSS WITH
PLUGS
WYIE
K\
HORIZ. BEND
PLUG OFD CAP
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
- ------
STANDARD
BLOCKING DETAIL
APPROVED PWG. NO.
PUBLIC WORKS DIRECTOR DATE
DES. CKD. DATA
JEG TEW 1DWNEW TEW 3/15/00
MINIMUM 0,25'CLASSU A.C.P.
(COMPACTED DEPTH) OR EXISTING
PLUS 0.08', WHICHEVER IS GREATER
APPLIED IN MAXIMUM 0. IT LIFTS
d
------ em"mOm-
Immo-1,31,4mmIffin"
1' MIN.
TYP.
SAW CUT EXISTING PAVEMENT'
EMULSIFIED ASPHALT GRADE
CSS-1 TACK SHALL BE APPLIED}
TO EDGES OF EXISTING PA"ENT.
ALL JOINTS SHALL BE SEALED
USING PAVING ASPHALT AR40010W.
EXISTING
FLEXIBLE
PAVEMENT
TRENCH BACKFILL
COMPACTED PER,
2-03.3(14)C METHOD B
MINIMUM 0.75' CEMENT CONC. PVMT, TRANSVERSE CONSTRUCTION iIOINT.
OR MATCH EXISTING PLUS O.W, SEE STANDARD PLAN A-1
WHICHEVER IS GREATER, SAW CUT EXISTING PAVEMENT.
0.17' CRUSHED EXISTING
SURFACING RIGID
TOP COURSE PAVEMENT
1' MIN.
TYP.
NOTES.
1 ALL MATERIALS, WORKMANSHIP, AND INSTALL-
ATION SMALL BE IN CONFORMANCE WITH THE
STANDARD SPECIFICATIONS FOR ROAD, BRIDGE
AND MUNICIPAL CONSTRUCTION AS AMENDED BY
CITY OF YELM STANDARDS.
TRENCH BACKFILL
COMPACTED PER.
2-03.3(14)C METHOD C
CITY OF YELM
DEPT. OF PUBLIC WORKS _.___
TRENCH-PAVEMENT
RESTORATION DETAIL
APPROVED ~ DVVG, NO.
PUBLIC WORKS DIRECTOR DATE: -10
4
DES. _TD N. �CKD. DATE
JEG S-C S-C S-C 101,1194
THRUSTLOADS
THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PER SQUARE INCH OF WATER PRESSURE
PIPE
DIAMETER
900 BEND
450 BEND
22-1/20 BEND
11-1/4 BEND
DEAD END
2,000
SAND & GRAVEL
3,000
SAND & GRAVEL
4,000
OR TEE
4"
3,600
2,000
1,000
500
2,600
61#
8,000
4,400
2,300
i
1,200
5,700
8.
14,300
7,700
4,000
2,000
10,100
101,
22,300
12,100
6,200
3,100
15,800
121'
32,000
17,400
8,900
4,500
22,700
14"
43,600
23,600
12,100
6,100
30,800
16"
57,000
30,800
15,700
7,900 I
40,300
NOTES:
1 BLOCKING SHALL BE CEMENT CONCRETE CLASS 3000 POURED IN PLACE
AGAINST UNDISTURBED EARTH. FITTING SHALL BE ISOLATED FROM CONCRETE
THRUST BLOCK WITH PLASTIC OR SIMILAR MATERIAL.
2. TO DETERMINE THE BEARING AREA OF THE THRUST BLOCK IN SQUARE
FEET (S.F.):
EXAMPLE: 12" - 90* BEND IN SAND AND GRAVEL
32,000 LBS
3000 LB/ST. =10.7 ST. OF AREA
3. AREAS MUST BE ADJUSTED FOR OTHER PIPE SIZE, PRESSURES AND
SOIL CONDITIONS.
4. BLOCKING SHALL BE ADEQUATE TO WITHSTAND FULL TEST PRESSURE
AS WELL AS TO CONTINUOUSLY WITHSTAND OPERATING PRESSURE UNDER
ALL CONDITIONS OF SERVICE,
SAFE SOIL BEARING LOADS
FOR HORIZONTAL THRUSTS WHEN THE DEPTH
OF COVER OVER THE PIPE EXCEEDS 2 FEET
SOIL
POUNDSPER
SQUARE FOOT
MUCK, PEAT
0
SOFT CLAY
1,000
SAND
2,000
SAND & GRAVEL
3,000
SAND & GRAVEL
4,000
CEMENTED WITH
l z
CLAY
HARD SHALE.
----.-----
10,0()0
RESTORATION DEPTH
VARIES.
�X
TRENCH BACKFILL
SEE NOTE I & 5
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
THRUST LOADS
APPROVED
DWG. NO.
PUBLIC WORKS DIRECTOR DATE 6-14
DES. DWNCKD. DATE .
TEW TEW TEW 3/15/00
TRACE TAPE 12" TO 18" UNDER THE
FINAL GRADE.
TRACER WIRE (SEE GENERAL
WATER NOTES NO. 7)
6" MIN.
BEDDING MATERIAL - - MIN'
SEE NOTES 2 & 5 i/\ j r� \ / % / \/�i \�� \` //\
UNDISTURBED SOIL
NOTES:
1. A MINIMUM COVER OF 3.5' SHALL BE MAINTAINED, EXCEPT AS REQUIRED AT CONNECTION POINTS.
2, NATIVE BACKFILL SHALL CONSIST OF CRUSHED, PROCESSED, OR NATURALLY OCCURRING GRANULAR MATERIAL,
IT SHALL BE ESSENTIALLY FREE FROM VARIOUS TYPES OF WOOD WASTE OR OTHER EXTRANEOUS OR
OBJECTIONABLE MATERIALS. IT SHALL HAVE SUCH CHARACTERISTICS OF SIZE AND SHAPE THAT IT WILL
COMPACT READILY COMPACT.
1 NATIVE TRENCH BACKFILL MATERIAL SHALL BE SORTED OR SCREENED SO THAT THE MAXIMUM AGGREGATE
SHALL IS 6-INCHES.
4.
NATIVE PIPE BEDDING MATERIAL SHALL BE SORTED OR SCREENED So THAT THE AGGREGATE S IS
14NCH FOR PVC PIPE AND I 1/2-INCHES FOR DUCTILE IRON PIPE. MAXIMUM E HALL
5. WHERE NATIVE MATERIALS HAS BEEN DEEMED UNACCEPTABLE By THE CITY TRENCH BACKFILL AND PIPE
BEDDING SHALL MEET THE WSOOT STANDARD SPECIFICATION REQUIREMENTS OF THE FOLLOWING SECTIONS:
TRENCH BACKFILL - 9-03.19
DUCTILE IRON PIPE BEDDING - 9-03.15
PVC PIPE BEDDING - 9-03.12(3)
CITY OF YELM, WASHINGTON
DEPT. OF PUBLIC WORKS
TYPICAL WATER MAIN
TRENCH & BEDDING
APPROVED DyyG NO
PUBLIC WORKS DIRECTOR DATE I 6_15
DES- DWN_ C KDX DATE
JEG TEW TEW TEW 3/15/00
APPROVED FOR CONSTRUCTION
BY:
DATE,
DEVELOPMENT REVIEW ENGINEER, CITY OF YELM
APPROVAL EXPIRES:
24193
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SHE T: _4 OF_5
d9n1113-100113.1001YPCC/C
YELM PRAIRIE CHRISTIAN FOOD BANK
501 103RD "ENUE NE, YELM, WA 98597
TREE SUMMARY:
EXI-STIN& ORNAMENTAL TREES: I
EXI-STIN16 TREES ALONG CFr:EK (E.STIMATW 17
TREE5 PROPOSE{? FOR fttl-10VAL: 0
TOTAL TREE-5 RETAINED: I&
PROPOSED TREES: 11
TOTAL TREES: 2cr
APPROXIMATE LIMITS OF THE
RIPARIAN BUFFER 150 FEET
SOUT'HWESTERL Y OF THE
ORDINARY HIGH WATER MARK
5 - VINE MAPLE
8* TYPE 11 LANDSCAPE BUFFER
iO - EVERGREEN HUCKLEBERRY
6 - DOUGLAS FIR
REMEDIATE GRAVE
SURFACE AND
HYDROSEED AREA
8' TYPE If LANDSCAPE BUFFER
37 - JULIA PHELPS CALIF. LILAC
APPROXIMATE •,
ORDINARY NIGH
WATER MARK
\
I
,
,
I
SOUTHWESTERLY LIMITS OF ________/z,1';,
SPECIAL FLOOD HAZARD AREA
INUNDATED BY 100-YEAR FLOOD
SAW
I I
I
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I')
X�1/1 '. / /
,
,
, ✓
,
I ,,, /
, " '.
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�
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BUFFER
FEMA CROSS SECTION'S.
/
1001 -YEAR BASE
/ FLOOD ELE VA T(ON 333"
,
,
/
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1<
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NOT TO SCALE
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Z
j<
DESCRIMON
000
(0
c1r)
SYMBOL
-
QUANM
SUZSPACING
X
-
u
PLANT NAME/TYPE
COMMON NAME
N
m IP
0
DECIDUOUS BUFFER TREE5
w N In
:)
0
Acer circinatm
___,.__,___.___
vfna onple
5
1 112" CAL.
I
V#/
4 0 /t
______________._______
EVERGREEN BUFFER TREE5
.
. ..... _____ _
�.
s t$
Psaudotsugo menziesil
r,>ouglos Fir
05
&MIN. HT.
0
_
BUFFER -5HFW55
----.---",------------.,-.,,--------,----.----
0
:z
m
U)
Voccin/m ovatm
Everyr-ean Huckleberry
/0
3 GAL. a 51 0.c.
n_!��
C
SUFFER SHRUBS
0
Z
m
C-eanothus '-Wict Phelps'
-Mio Phelps California Lila-_
37
5 GAL. a 61 O.G.
0
BUILDING SCREEN
iT
Ilex creenato 'sky Pencil'
Sky Peoncil Japoinesie Holly
&
3' -4' HT. a 4.51 O.G.
HYVR05EE12 AREA - 5EE CIVIL PLAN5
- I
— - - I
I
� I
, �,:., -1
;1
0*`,I
.s'
I
NAT MN
600AT
RANTIER
I
40 20 0 - 40 80
SCALE: V = 40'
L"DSCAM NOM
1. SCARIFY OR OTHM"ISE REMOVE ALL EXISTING Vre,ETATION FROM ALL
PLANTING AREAS. PINE GRADE ALL LANDSCAPE BEDS PRIOR To BARK OR
6900000VIER PLACZMENT.
2. NO PLANT _0405TITIMON5 WILT. SE ACCEPTED miTmOUT PRIOR APPROVAL FROM
THE LANDSCAPE ARCHITECT, CITY OF YELM AND THE Ok*ZR.
��,,�%!t.1'�".,�:,
, -
1-11 �i �' --;:!,;: 3- ALL PLANT MATERIAL AND PLANT LOCATIONS SHALL BE APPROVED, AT THE
R52L)E5TOP THE LANP_1V_APE ARCHITECT, PRIOR To INSTALLATION. ALL PLANTS
SkALL M THOROUSHLY ^ATERED 04-CDIATELy AFTER PLANTING.
:; _ ,� 1, '., 1< 11 ,,, , ," " I '111,111/ I/// / � / 11 /I -11 / / ./ .,I'- 4. LL W
, "/ , 1� 1/ , / " , / / I/ 1, ,,,, , ", / ,/ "". " //1 / I -_ SOIL MIX FOR SED PREPARATION AND PLANTIN& SACKFILL SHALL
A
�- 1� I I'll, ;;.- o - � -,*,, , I � I / "I , "I / " I // / " / 11 "I , / , '.1 / ,// , , , / � , ,�, � , , -
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, ,��, � I
I "" , , � - I , I / '' I ,� - I �1'1 '!- - , I � , '. " �
,
, " � I �,, , 11 � , "!
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� � I I I I
, _ '�/ 1, 11 1, � / / ,,,, � THE LAND-Sx-,APE ARCHITECT PRIOR TO USE.
,
� ;, "� � - I ._� EX. TREE � , " , / ,_ / , " , , , , /_ - ', "" / I , / " , / I � �
. �,, ,_ --,,�--,:,.,:���:--- "'/ - " " 11, , ,
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I
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- " , ", � �fl . 1, 11 , I �_, , �"' , ", I /1"./l, , 1, / / " , . �. I - -
, � -��,`�-, �,�F' , / "i " / 1, 11
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♦ _ . ,�,<, I " 1 , , ,
,m , � ", , 11 . �, 1`11 _---- APPROXIMATE \ I �<", �, 1, " �, " / _/ � �, " /" /, , , - - , , , " 1 . � I I � �
,
,� , ,-,�,` , ". ,::�:��-:��', 'I-, � I n, I I I I , , " " / I / / ,/ /, ,, / /', ,�, I : � -; ,,,, 1'(,:, 1 . :, ,.:,- %: - -, � :� 1j", (,-, � -,��- : 11,1111'� 1, � , 1-1;
I I -
"'' , �, ,,, , ,., , ", I � 1-1 -, --<, /--,'� ", �-, ,, , , / , "I I " � /, ,�,
,
,�, 1�1��,", , , � "., �, il I �, � GRADING _\,�� I," _� I � ,/ / I ,,, � ". "', ,,,,, , " w " ,�, ,,, ," ,,- I ", , , , I 11 � . "'; __1' I I "I I - � - I -PARATION FOR GRAVEL REI�,WIATION Aft , AFTER REMOVAL OF
,' '':, - ", , ,% I . I - 11,�,� ,-e -1 I , I / , , , / " , , / ,", , / / � I - I "I S. SOIL PRE
P "�� , ', , "�, � , -, . , / •I " I "I � , / , / � , , ,� EA -
" - _, N , _1 I I I LIMITS �, , 1�, / " / I " / ", / // "', / / ,� " I . , , , � ," / ,� , 11 I
I 1 I I ,"', � � - � , " �, " � "
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