20140270 Water Redline Cmts 1 04062015YELM PRAIRIE CHRISTIAN FOOD BANK
501 103RD A'V'ENUE NE, YELM, WA 98597
APPROXIMATE
ORDINARY HIGH
WATER MARK
SOUTHWESTERLY LIMITS OF
X
SPECIAL FLOOD HAZARD AREA /
INUNDATED BY 100-YEAR FLOOD
FEMA CROSS SECTION'S'
100-YEAR BASE
FLOOD ELEVA TION 333'
PANEL 0354E
A) 0 <---IT P 57E W r-- (Z
-
RIPARIAN
BUFFER
APPROXIMATE LIMI IS OF THE V/
RIPARIAN BUFFER, 150 FEET
SOUTHWES TERL Y OF THE
EXISTING
ORDINARY HIGH WATER MARK TREE LINE
X,
X
PROPOSED 8'
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 6)
SHEET INDEX
1. COVER SHEET
2. SITE PLAN
3. WATT RMAIN PLAN & PROFILE
4. DETAILS
S. LANDSCAPE PLAN
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.
A 36" 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 ADA,
VEHICULAR AND PEDESTRIAN CONTROL MEASURES SHOWN ON
THIS PLAN SHALL BE UTILIZED DURING FOOD DISTRIBUTION.
SOLID WASTE RECEPTICAL IS LOGATEb
INSIDE BUILDING
EXISTING UTILITY
CONNECTIONS TO
BE ABANDONED'
IN PLACE r r,, FE MA FL OODWA Y
EXISTING
EXISTING CONC. VEGETATION
SLAB
DEVELOPMENT SUMMARY'.
EXISTING USE: CHURCH (14,5M S.F.) WITH OUTBUILDINGS
PARCEL NO.: 64303601802
TOTAL AREA: 7.00 ACRES
SfT/R: SEC. 19T, 17 N., RGE. 2 E. W.M., THURSTON CO,
JURISDICTION: CITY OF YELM
ZONING: Cl - COMMER(,'IAL
PROPOSED SPECIAL USE: FOOD DISTRIBUTION OPERATION
AREAS SPECIFIC TO NEW SPECIAL USE:
3,456 S.F. STORAGE BUILDING
(EXISTING STRUCTURE, NO PUBLIC OCCUPANCY/ACCESS)
320 S.F. DRY STORAGE CONTAINERS
(NON-MOBILE)
REFRIGERATED STC)RAGE CONTAINERS (2)
(ON PROPOSED SLAB)
2,192 S.F. CONCRETE SLAB FCOR BINSPALLETS
2,080 S.F. CONCRETE LOADING DOCK AND RAMP
(EXISTING, NOT PREVIOUSLY REVIEWED)
SEE TOTALS BELOW FOR SITE GROSS FLOOR AREA
SITE COVERAGE DATA:
I
ORDINARY HIGH WATER MARK
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
EXISTING
PROPOSED
CHURCH BUILDING
14,506 S.F,
MAINTENANCE SHED
122 S,F.
FOOD STORAGE (GARAGE)
3,456 S, F.
CONCRETE APRON
1,,760 S.F-
GRAVEL
2,450 S.F.
ASPHALT PARKING
42,579 S.F.
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.
SITE SUMMARY
TOTAL IMPERVIOUS
69,,465 S.F.
LANDSCAPE/OPEN
235,488 S.F.
TOTAL
30A,953 S.F
4
PREPARED FOR
Al
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SHE D
'MAINTENANCE
6� �_6
>
rRlPARi4N
BUFFER
EXISTING GRZ"�
EXISTING
CONCRETE
fCUSTONAER RESTROOM SIGNS)
PROPOSED
FIRE HYDRANT
EX. CATCH BASINS (6)
Ns
q N,
FjEMA CROSS SECTION
-PROPOSED WATER EXTENSION
1()O-YEARBASE
PREVIOUS VEHICLE OPERATIONS THROUGH
FjLOOK ELEVATION 335.3'
Wit z'.." WANEL 0354E
THE LANDSCAPE AND RIPARIAN BUFFERS
EDBY
SHALL BE ELIMINATED AND RESTORED
COVERED EN'` TRANCE RESEEDING
F
LOADING ZONE
SAFETY
SOUTHYWST4ERLY LIMITS OF
LINE
SPECIAL FLOOD HAZARD AREA
PROPOSED FIRE HYDRANT
\ 1 f�a'� f
INUNDATED BY 100 -YEAR FL GOD
xx
4
VEHICLE & PEDESTRIAN
CIRCULATION/SAFETY PLAN
>CONES DELINEATE NO-VEHICLE ZONE A EXjSTING HYDRANT
>FOOD DISTRIBUTION ON EX. CONCRETE
EXISTING
WATER
FOOD BAN
AND PICKUP AREA �+'. \ ',� : . . f� '.: sr ', !✓ •> ,.,- r , � . '`' "r. ' ° .t_� ." . - f, r ; r :' '` , � �- . w` ;, � � _ :, :,-, '- ' � .> '' ',.; ,/ .* .. ;r ~` "` , , r .�' \ 'i �' � ,, ' . _ RIPARIAN
METER
K PARKING
—EX. LIGHT BUFFER
,POLE, TYP. \ "Y
V/
_PROPOSED STRIPED
PROPOSED FOOD BANK OPERATIONS co' N�
x
LEGEND
f r
cP
PEDESTRIAN ROUTE
EXISTING 36'x96' METAL BLDG FOR STORAGE (SEE NOTES THIS SHEET)
AND OPERATIONS (3,456 &f.)
EX. DRAINAGE
2 ) EXISTING 12'x30 FOOD BANK OFFICE
LINES _, %� � �...,L� .f � \ r ,^ rf ,;
TO BE REMOVED 'E)C LANDSCAPING,-
TYR AREAS REA
30 EXISTING REFRIGERATED FOOD STORAGE
CONTAINERS TO BE RELOCATED TO NEW SLAB
PROPOSED LOCATION FOR REFRIGERATED i ` \ ,,..,.. r y.` °ff'ra,`,,,
EX HYDRANT, TYP
STORAGE CONTAINERS (NON-MOBILE; ACCESSED FROM INSIDE) 05 PROPOSED CONCRETE SLAB FOR PALLET AND BIN
STORAGE 2,192 S.F.
CONCRETE LOADING DOCK WITH RAMP & APRON APPROXIMATE
2,080 S.F. (NOT PREVIOUSLY REVIEWED) 628.63' PRMTRTY LINE ORDINARY HIGH
WATER MARK
70 TEMPORARY BIN LOCATION DURING
FOOD DISTRIBUTION k"",
SOUTHWESTERLY LIMITS OF
FOOD STORAGE CONTAINERS (NON-MOBILE; ACCESSED FROM EX. STREET TREES ENTRY/EXIT SBECIALELOODHAZ4ROAREA,
INSIDE) 320 S.F. _30'WIDTH 103RD AVENUE-SE' INUAIDA TED BY 100- YEAR FLOC`
09 FOOD CUSTOMER PICKUP POINT -- --------
OUTSIDE BUILDING
APPROXIMATE LIMITS OF THE —
RIPARIAN BUFFER, 150 FEET
SOUTHWESTERLY OF THE
NOTE: THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR
THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.
I
ORDINARY HIGH WATER MARK
THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR
C
NEW BLIND FLANGE
TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE
NEW BLOCKING
LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
VER'T'ICAL DATUM
AV %Ihv BENCHMARK
THURSTON COUNTY
CONTROL POINT GPS2
L ELEVATION = 338.28' NGV0
40 20 0 40 80
woolso
SCALE: 1'= 417
NAT MN
Clf"T
PANTIER
0
m
NI .T.S
103rd AVE
SITE
Ro
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. CONCRETE
EX.ASPHALT
EX. STRIPING
EX, POTABLE WATER LOCATE
EX. UNDERGROUND POWER
EX. SEWER
EX. STORM
EX. EDGE OF PAVEMENT
EX. EDGE OF GRAVEL
I 10 EX. MAJOR CONTOUR
EX. MINOR CONTOUR
NEW WATER MAIN
CI NEW CATCH BASIN TYPE I
NEW CATCH BASIN TYPE 2
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 CROSS SECTION .U'
100 -YEAR BASE
FLOOD ELEVATION 3373'
COt4STMC`nON STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR,
RECORD DOCUMENTS:
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:
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AGENCY NO..—
SHEET: I OF __5
Idg(V13-1100/13-1001066t
INDEX: 1.3-1092VA-w-9
• JOB: i 13-100
NEW HYDRANT
NEWVALVE
C
NEW BLIND FLANGE
4
NEW BLOCKING
NEW WATER MAIN
CI NEW CATCH BASIN TYPE I
NEW CATCH BASIN TYPE 2
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 CROSS SECTION .U'
100 -YEAR BASE
FLOOD ELEVATION 3373'
COt4STMC`nON STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY
THE DESIGN ENGINEER OR A LICENSED LAND SURVEYOR,
RECORD DOCUMENTS:
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:
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AGENCY NO..—
SHEET: I OF __5
Idg(V13-1100/13-1001066t
INDEX: 1.3-1092VA-w-9
• JOB: i 13-100
VERTICAL. DATUM
` BENCHMARK
neu THURSTON COUNTY
CONTROL POINT GPS2
ELEVATION a 3311.26' NGVD
r 20 14 0 20 40
SCALE: 1" = 2(Y
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1 +0000 PVC WATER
INSTALL
1 - W BEND
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.6 LF 6" WATER MAIN
i - 6" BLIND FLANGE
7 - FIRE HYDRANT ASSEMBLY
BLOCKING
350
345 --1-
MAINTAIN 42 "' MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE
42% MIN.
COVER
330 _
-1 ++15.27
INSTALL
\-1+00.00 1 -911° E3END
i INSTALL BLOCKING
1 - 90° BEND _ _ . __
325 }_ _
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.6 LF 6" WATER MAIN
1 - 6" BLIND FLANGE
1 - FIRE HYDRANT ASSEMBLY
BLOC KI
324
0+75 1+40 2+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 1-840- 424 -5655 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
2+47.83
INSTALL
1 - 6" TEE (FL X FL)
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.5 LE 6" WATER MAIN
1 - 6" BLIND FLANGE
1 - FIRE HYDRANT ASSEMBLY t
BLOCKING
- - -- - 3 +00
WATER MAIN PROFILE
_ __345
—340
__335
-------------
_ _330
168 LF 6" EX. 6" V iTR
PVC WATER
CONNECT TO EX. 6" WATER
CONTRACjrOR TO FIELD
VERIFY EXACT LOCATION
& FITTINGS REQUIRED
INSTALL
NEW WATER MAfN
F-- -325
-31911
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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& FITTINGS REQUIRED
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8.5 LF 6" WATER MAIN
1+00
1 - 6" BLIND FLANGE
1 - FIRE HYDRANT ASSEMBLY
BLOCKING
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- 46 LF 6"
1 +0000 PVC WATER
INSTALL
1 - W BEND
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.6 LF 6" WATER MAIN
i - 6" BLIND FLANGE
7 - FIRE HYDRANT ASSEMBLY
BLOCKING
350
345 --1-
MAINTAIN 42 "' MINIMUM COVER OVER WATERMAIN FROM FINISH GRADE
42% MIN.
COVER
330 _
-1 ++15.27
INSTALL
\-1+00.00 1 -911° E3END
i INSTALL BLOCKING
1 - 90° BEND _ _ . __
325 }_ _
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.6 LF 6" WATER MAIN
1 - 6" BLIND FLANGE
1 - FIRE HYDRANT ASSEMBLY
BLOC KI
324
0+75 1+40 2+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 1-840- 424 -5655 A MINIMUM OF 48 HOURS PRIOR TO ANY
EXCAVATION.
2+47.83
INSTALL
1 - 6" TEE (FL X FL)
1 - 6" ADAPTOR (FL X MJ)
1 - 6" GATE VALVE (FL X MJ)
6.5 LE 6" WATER MAIN
1 - 6" BLIND FLANGE
1 - FIRE HYDRANT ASSEMBLY t
BLOCKING
- - -- - 3 +00
WATER MAIN PROFILE
_ __345
—340
__335
-------------
_ _330
168 LF 6" EX. 6" V iTR
PVC WATER
CONNECT TO EX. 6" WATER
CONTRACjrOR TO FIELD
VERIFY EXACT LOCATION
& FITTINGS REQUIRED
INSTALL
NEW WATER MAfN
F-- -325
-31911
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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AGENCY NO. _
SHEET: 3 OF
Jdgn113- 104113- 100/YPCCIC
INDEX: 13 -100wtr d k
* JOB: 13 -100 ___