HomeMy WebLinkAboutDayton Log Yard, Sorter Room - BLD Plot / Site Plans - 5/31/1999 CASCADE A.&E SUPPLIES CO
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NORTH SIDE.
3'-6 SQUARE METAL OR ROLL ROOFING 26 go GALV. GUTTER
BUILDING PAPER
15-0" 12"
(4) �" X 9" A. BOLTS " EXT. SHEATHING
1 SQ. 2h" PROJECTION
12
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I _ 4—# 4 VERT. ELEV. 100'-0
1—# 3 TIE
T1-11 SIDING
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SORTER BLDG. FOUNDATIOl h"
NOTE: 1. CONC. F'c = 3000 PSI.
2. GRADE 40 OR 60 REINF.
3. FTG. ON UNDISTURBED SOIL
OR COMPACTED BACKFILL. SECTION D
3 " — on
FOOTING FOOTING PLAN
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T1-11 EXT, SIDING
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ONE SIDES
--TS 5-7C 5 X G.25 ` . X Y4 C.R. CHANNEL
TYPICAL COLUMN 8h X 2Y4 C.R. CHANNEL
2 i fE �j X 9 X 9 SECTION E SECTION F
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I CLIP L'S & BOLTS
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PERRY ENGINEERING -
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o WAsyj�r 3110 DOUGLAS CIRCLE • LAKE OSWEGO, OREGON 97035 • (503)636-8969
DRAWN SY M NUmm
R. PERRY AS NOTED 94-035
y� .RO&=
SORTER BUILDING COMPUTER ROOM
1699
ELEVATION c cl "I SIMPSON TIMBER CO, SHELTON, WASH.
o
�S10NAL�
77�:]
" = 1'-0" �amR BGE COMPANY, INC., GENERAL CONTRACTORS
EXPIRES: 12-15-
6" SLAB ON GRADE
EXISTING NEW BLDG. WITH 6" x 6" W4 WWF - STRUCTURAL CONCRETE
10 10A 12 12A BAYLINES 1 4 1 S BAYLINES (ASTM A 185) AT CENTER TOP OF SLAB FOUNDATION AND EARTHWORK NOTES
EL. 376'-0
N 1 1- Concrete work shall be performed in conformance with ACI
12'-6" 20'-6" 22'-0" 5'-6" CODES AND SPECIFICATIONS 1 1'-0" publication ACI 301-96, Standard Specification for Structural Concrete.
8'-11" (REF.) (REF.) '` ` . 1- The work throughout shall comply with the 1997 edition of the 12- Structural concrete for footings, walls and pedestals shall attain a
. o Uniform Building Code and the 1998 edition of the Standard Specifications minimum specified compressive strength (f c) of 3000psi at 28 days and
for Road, Bridge & Municipal Construction as jointly published by the contain a minimum of 470 Ibs per cubic yard of type I, 11 Portland
P Washington State dept. of Transportation and the Washington state chapter cement. Structural concrete for slabs-on-grade shall attain a minimum
r- - - F - x y of the American Public Works Association. In addition concrete work shall specified compressive strength (f'c) of 4000psi at 28 days and contain a
I I I I I D I '�:y,\\ \' > :>.` .\ . �^`•,� minimum of 564 Ibs per cubic y
��, ,, � comply with American Concrete Institute publication ACI 301-96, Standard P yard of type I, II Portland cement.
_ L _ _ ❑ ; ; \� �`'y Specification for Structural Concrete. Concrete mix designs shall be approved by the Engineer prior to
/ ��j/�� /: .% incorporation into the work.
- - - -I --- - -1 r
-,-
II
I I
K - - I I L I 1 6 mil. POLYETHYLENE STRUCTURAL EARTHWORK MATERIAL
I I I L _ I _ �_ J SHEET VAPOUR BARRIER (a) Water Potable
-I COMPACTED SUBGRADE OR BACKFILL 2- A building pad with dimensions to 10 feet outside all outermost
SEE FOUNDATION AND EARTHWORK 4" COURSE OF CRUSHED building and structure elements shall be prepared for foundation
(b) Aggregate Maximum size 20mm 3 4 for walls and slabs,
NOTES C THIS DWG. FOR MATERIAL SURFACING, TOP COURSE PER construction in accord with these structural earthwork notes. and a maximum size of 40mm 1 1/2 )/f> footings.
EXISTING FOUNDATION _ _ - AND PLACEMENT SPECIFICATIONS ( g
TO BE MODIFIED STANDARD SPEC. 9-03.9(3).
SEE COMPACETED TO 95% PER UBC 3- The pad shall be cleared of all above ground and subsurface (c) Anchor Bolts ASTM A307, sizes as noted on the drawings
DETAIL E PROCEDURE. obstructions including vegetation, utilities, structures, spoils and other
foreign objects. 13- Concrete for foundations shall be placed at a maximum slump of 5
005 inches. Concrete for slabs-on-grade shall be placed at a maximum slump
r- 4- The pad shall be stripped of topsoil, non-complying fill material, of 4 inches. Slump may be increased by the use of admixtures as
SLAB ON GRADE DETAIL pavement and other unsuitable material. Upon completion of stripping, high approved by the Engineer. Air content of concrete shall be 5% +/- 1%
I I areas of the building ad shall be cut to the ad elevation called out on
� I- -� �- - r � � _ -1 9 P P
the drawings. If no elevation is called out the pad shall be cut to an 14- Steel for concrete reinforcement, as called out on the plans, shall
elevation 9 inches below finish slob-on-grade floor. be ASTM A615 or A616, Grade 60 deformed bars, ASTM A185 lain wire
P
M L I I 1 1 I FILLING AND BACKFILL
GRAN OVER S MATERIAL
E C BE fabric, or ASTM A497 deformed wire fabric. Field welding of concrete
_J L ___. L _ - _� L_ J WITH APPROVED GRANULAR MATERIAL PLACED 5- Upon completion of stripping and cutting, and prior AND COMPACETED PER UBC APP. CHAPTER 33. P P pp 9 g p or to filling, the reinforcing shall be in accord with AWS D1.4. The Contractor shall have all
r POUR CELL WALL ,-0 entire pad area shall be scarified to a minimum depth of 6 inches and reinforcement weldin procedures a
SITE DATUM REMOVE EXISTING UP AND OVER PRIOR TO PLACING FILL OR BACKFILL, SOIL 9 P pproved by the Engineer prior to
- -' TOP OF EXIST. CONCRETE TO this surface compacted to a density of 90% in accord with appendix executing the work. Reinforcement shall have adequate supports SURFACE SHALL BE SCARIFIED AND COMPACTED 9
PEDESTAL AT EXISTING FTGS ❑ MAN DOOR chapter 33 of the UBC. The subgrade so established shall be approved b not more than 4'-0" a q pfirml spaced
PLACE NEW FTG. SEE IN ACCORDANCE WITH UBC. APP CHAPTER 33. Y part in any direction, and shall be firmly anchored
EL. 377'-0" MAKE GOOD AFTER -- -- - the engineer prior to proceeding with filling or structure excavation. before concrete is placed. All anchor bolts (ASTM A307) and embedded
DETAIL 1 6- Upon approval of subgrade, low areas within the pad shall be filled to metals shall be located in plan and elevation to 1/8" shown on the
SEE 2-CORNER 005 the specified elevation with free draining granular material placed and drawings. All metal insert surfaces exposed to concrete are not to be
(A DETAIL 3 1 '-0" FOOTINGS
POUR END OF compacted in accord with appendix chapter 33 of the UBC. Granular painted.
.o��- GRADE BEAM INTO material for filling shall be approved by the Engineer prior to placement in
Z 005 15- The Contractor shall provide bending and placement shop drawings
- �- the work.
� - - E IST. FOOTING
o _ �\- _ _ _, r - i - I for the Engineer's review and approval prior to reinforcing steel being
�` _ / r--_ lJ------�1L I L IJ ' - 1 I 7- Structure excavation shall be performed to lines and grades shown fabricated for the work. All rein orcing steel shall arrive at the worksite
M -1_ -----------L_ =s -- T-- _--T----- -- _ # CELL WALLS (REF.) -�i , on the plans. Over-excavation below bottom of footing elevations shall be cut, bent and tagged; with tags easily matched to the approved shop
fi _______ ____ ___ ___-4 - _ I filled with structural concrete matching the class of concrete for the drawings. All wall reinforcement shall be continuous all around corners.
----- 7---- T- T---� T--- �—
,� I , T _ �_ _ _� 1 - - I- f7 FOOTINGS (REF.) 1 footing. The bottom of structure excavations throughout shall be approved Reinforcing to be deflected not cut around inserts. All exposed external
j NOTE: ,o Ti _ __J __� -J L� _ __J _ __J I �� - by the Engineer prior to placement of footing concrete. corners shall have 3/4 chamfers. The minimum clear cover for
OUTSIDE FACE ON 0 ,_�O`` �� �S_ __ _ ,� 0:�V� I PEDESTALS (REF.) F- - - , reinforcment, unless noted otherwise, shall be;
J EXISTING CONC. Q�i I FOR F-2.8G 0�,`L' 0 i,�� 0��`L' I ,� \� 1 8- Backfilling of completed foundations shall be accomplished using free
o ON BAYLINE M' p TpL I / Q , ao . . "
I / G 6 I 1 1 draining granular material placed and compacted in compliance with (a) Cast against earth 3
0 0 0o I I D GAIL005 E� FTG. O r I I o / \ appendix chapter 33 of the UBC. Backfill shall be placed uniformly in lifts
-- --- ---- b Underside of slabs
1 I 6 F S' ------%- -- on each side of the structure so as to preclude damage to the structure. ( )
_ _ _ _ A\ p -0" i_ Backfill shall be placed to match the previously constructed building pad 12" thick or less 2"
Z I ':4� 1 1 C , II I 3 -�� 1 ,� elevation. Backfill material shall be approved by the Engineer prior to greater than 12" thick 3"
J FOR BLOCKOUTS I Sc I - - - - � - - ----- - - --r------ placement in the work.
of 0 AND A-BOLTS 1 I I ,1, I , IL t_t J I� �I (c) Top of slabs 1 1/2"
w.-. I I h p _J L- -J L _J I I
LL
0 AT DOORS, SEE I 0 h• __ I I I I I .' 1 9- High ground water may be encountered during construction.
I (d) Formed surfaces:
< � °a 0 DWG. 001 �I- Q�i i I I _ ` I I J Establishment of subgrade; placing structural fill & structural backfill, and „
0" o I z o -1� ;� concrete lacement shall be done exposed to soil or weather 2-
0 ( p P per these notes and specifications on
z - - - -I 1 - I I 1 I EXPANSION JOINTS AT I stable firm soil surfaces free of standing water. The Contractor's proposed non-exposed surfaces 1 1/2"
1 Q N MAX. 50' O.C. 1 dewatering plan shall be submitted to and approved by the Engineer prior
__J i " B\, Z SAWCUT CRACK CONTROL 1 , to beginning work. All rebar hooks and bends shall conform to A.C.I. standards, typical,
20'-1 1 1/4 ,\ S' I , _�� u.n.o. . All reinforcing slices shall be staggered so that no more than
o T.O. 8 WALL I 2 �4 z JOINTS AT MAX. 25 O.C. ( ) 9 P gg
I I 8c IF I I 10- Structural earthwork shall be subject to grading inspection in accord 50% of the bars terminate at the some point. Minimum embedment and
EL. 380 -0 _ I 1 9 9 P
o ``' N I EMBEDDED ANGLES AT I with section 3317 of UBC a minimum rebar laps shall conform to A.C.I. code.
_Z I h CONVEYOR RETURNS •o v •O v B I 1 II o' - ppendix chapter 33. Compaction testing at a
z SEE 1 , , A ` ' I L JL J ao frequency and by persons approved by the engineer shall be performed on
~ DETAIL 4 SEE PART PLAN ON 0 ,`1' 0 ,`L `� p' T 7 L.L. I the sub grade, structural fill and structural backfill. 16- Foundation concrete shall receive a rough form finish in accord with
' p I Q/ THIS DRAWING _T_ F r-- -- ___ F ;? __ 1 1 in 1 13 -0" g ACI Specification section 5.3.3.3.a. Slabs-on-grade shall receive a
I r I �Cr I I trowelled finish in accord with ACI Specification section 5.3.4.2.c.
� 005 �
I \� AL
--_____— — �____L_ _ _ I-_ _J--_-_—_ _TII � � - EXPANSION JOINT AT 1 i EACHTYPICWAY
- - - - -
I I •� I I I I � EACH PEDESTAL TYP. i I 17- The Contractor shall submit and have approved by the Engineer his
proposed methods of protecting and curing placed concrete. The methods
N a _ ABA. I 1 proposed shall meet the specification.
10
I I I 18- Slabs-on-grade shall be placed over a 4 inch compacted granular
Q /rO `S . . . . . . . �� I 1 _---- -_ 1'_ ��* _______ subbase approved by the Engineer. The subbase material shall have a
2-FOOTINGS F " .0 I __ _ maximum particle size of 1 inch and provide a surface, after placement,
S EL. 376'-0" 8 PERIMETER I �• 1 •% which will not become disturbed during placement of vapor barrier,
SEE WALL TYP. I reinforcement and concrete. Slab thickness tolerances are plus 3 8 inch
SECTION A � 8" CONCRETE P / ,
PAD, SEE DETAILS I minus 1/4 inch.
016 g" 13'-1" 13' 5" 4'-6" ON DWG. 016 I i 19- The bottom of all structure excavations shall be approved by the
15'-9" 1 j 1'-3" Engineer prior to placement of foundation concrete (footing or grade
+ f beam). Formwork and placement of reinforcement shall be approved by
f�4bT �1.�GLVDLI� T l+ I S
the Engineer prior to placement of concrete.
20'-9" 19'-9' 13'-0" 3'-6" I
20- All structural and slab-on-grade concrete shall be inspected and
2'-0" tested in accord with section 1.6 of the specification. The inspection and
testing agency shall be approved by the Engineer.
PLAN SLAB CONTROL JOINT DETAILS
21- A bonding agent shall be used wherever new concrete is to be placed
1/8"=1'-0" EXIST. ELECT. FEED 1" EXIST. 2 1/2"0 F.W. 3/8"=1'-0" against existing concrete. Bonding agent shall be applied strictly to the
- TOP OF SLAB AT EL. 376'-0" (U.N.O.) FOR YARD LIGHTING, , CONFIRM LOCATION manufacturer's specifications.
- U/S 5-FOOTINGS ALONG BAYUNE 'M' CONFIRM LOCATION AND ELEVATION WITH
WITH OWNER OWNER 22.- Concrete shall not be placed on frozen ground. Concrete
AT EL. 373'-0" curing in cold weather conditions shall follow the recommendations of
ACI 06-78 "cold weather concreting" proper protection shall
be provided to avoid concrete from freezing in a saturated condition
12A 16 2 3 before reaching th design strenght. Protect fresh curing concrete from
all adverse conditions.
3'-0" 20'-1 1 1/4" 2'-7 1/4" 3'-0 5/8" 11'-5 1/4" 3'-0"
23- 5 mil. poly. vapour barrier shall be placed between slab and fill.
(N.T.S.)
1'-3 1/4" CANTER LINE
(REF.)
w AT ENDS w TYP. (U.N.O.) %�
STEEL TROWEL L6 x 4 x 3/8
_z z_ FINISH WITH #4 x 7" LONG
J cO JTOP ANCHORS AT 24" O.C.
OF
L- --- - - -- -- -- N --- -- -- - - - --- - - - -----
I- IL Z w EL. 376'-0""B AT EACH LEG
0 (ALTERNATE AT 12")
Q I
_ LEGEND:
- - - - � -- - -- - - - ANGLE NOT REQ'D - - - � - =tom
o ALONG SCRAPER CONY
I _I FOUNDATIONS I
DENOTES DWG. No.
DENOTES INSERT TYPE
iv CLOSE END WITH
1/4" PL. WHERE DENOTES ANCHOR BOLT GROUP
a NOTED ON PLANS w
rn L6 x 4 8 •� i Q�� SEE DWG. 005
O DENOTES PEDESTAL TYPE
TYP.
` �' Q ,� SEE DWG. 004
Q C SE END WITH F ��34= f
/4" PL. o T- C�J ^� a � DENOTES FOOTING TYPE
�J - -
CD
• ` � -r-- � �l \ �� SEE DWG. 004
N
PART PLAN. EMBEDDED ANGLE -- < y- SECTIONrA `s�'�`41.`
1/2'=1 '-0" I 3/4"=1'-0" - & 001 EXPIR S-
0
D PN DR MAY 13/99 STAIR PADS ADDED
SIMPSON TIMBER COMPANY 9Y D. M. Y. SCALE
CIDC PN DR MAR. 16/98 FOOTINGS REVISED AND ADDED Benton Cook p e DR. klh 20 1 1 98 Noted
S H E LTO N, WAS H I N GTO N CK. DR DSN.
o B PN DR MAR. 8/98 ISSUED FOR CONSTRUCTION / Cl Vil & Structural Engineering SAWMILL — MILL 5 UPGRADE AP. <
�$ �2 `�lr-o,� Teo�J �� ��, o A rT o `0,4 S��7- oo 3 REV
420 CaTlyOn Ave. Olympia, WA 98501 BUILDING ADDITION 8481 -01 -002
Q A PN DR FEB. 2/99 ISSUED FOR PERMIT E PN DR FEB. 2/99 ISSUED FOR BUILDING ADDITION PERMIT (360)352-2477 E
CID DATE BUILDING FOUNDATION PLAN — SHT. 2
m
REV. BY AP. ea ATE DESCRIPTION REV. BY AP. DATE DESCRIPTION N0. DRAWING N0. REFERENCE
10A 12A 15 16 X
TOP OF WALL
EL. 380'-0"
TYP. (U.N.O.)
N31'-6w 27'-6" 16'-0" 1'-8 -4"
I- -- - -
------------- - -- I _ TOP OF WALL
M -- ----------------- -- - r-- - - ---- - -- - - - - - - - -- - - I EL. 380'-0 EXISTING 8-#4 EQUALLY '
I I SPACED 12" MAX.
---- - --------- r ----�-- -- T---i---T - - - -�--ice --- -------a 1--- - TYP. (U.N.O.) FOOTING o
' I I ❑ I I I I ❑ � I L J IL -j L - --J — I
J L -- - - L- - - - - J
- -- - - - I #4 AT 16» VERT.
TOP OF SLAB
T.0 SLAB & 0
o EL. 376'-0"
I I I I PEDESTAL " � I I
I
i , I EL. 376 -0 I
o #4 DOWELS TO -- -
I 1 MATCH VERTICALS
0
et
FOR FOUNDATIONS IN THIS AREA SEE DWG. 002 I
, � r�A�� a Y' Li x I
r w f w ■� w
A ❑ II I ❑ I Si`�� wA L�- 4 -0 1 -4 3-#4 BOTTOM
_ I FOOTINGL _JL T � " w "
Il L - F4.OG 8 8 8
I `' f w
El ❑ �� - --� 30 SECTIONrA
w - - - T 1-- --L--- -�r ` 1- -- - - - ---1 - ---'L Z?
1-L- �z 1/4"=1'-0" _
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o n( _
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00 EACH SIDE
Nb 1 OF BLOCKOUT - - - - -��- - - _
o
1 LL SEE TYPICAL CELL L__ _ _ 8" 1'-4" 7" 7" / C14 0-
0 TOP OF SLAB
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M :I » #4 TIES #4 TIES z EL. 376'-0"
o I DWG. 004 i 2 a
0 o ; TOP O F WALL No -- --
�' TOP OF WALL EL. 376'-0" IN
EL. 380'-0" LO
;•� 1 TOP OF BLOCKOUTS —
(REF.) 0
z 1 EL. 375'-6" SEE
~o 'n ,I BLOCKOUT DETAIL I ! 00� °0_ _
o -I ON DWG. 004 T F - - C 1/2"0 x 6" LONG
o w 1�71I I - \ A307 BOLTS, C/W HEX.
- - - - - - - - - ❑ NUTS AND WASHERS
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1 3 TYP. AT ROLL-UP DOOR BLOCKOUTS
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Z /�h w -- - B— A B—`V
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- -- J ,.
6-#5 \ 6-#5 T 2 2 4"
I -
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- FOR SLAB DETAILS, SEE DWG. 002 B—,W, B_,X, 3f 4"0 A—BOLT
- TOP OFO PEDESNG TALS ILAT EL. 3 6S, SEE G_0" PEDESTAL DETAILS
2-3/4"0 BOLTS 2-3/4"0 BOLTS
1/2"-1 _A ANCHOR BOLT DETAILS
- TOP OF PEDESTALS AT EL 376'-0"
- FOR TYPICAL PEDESTAL DETAILS, SEE BOLT GROUP DETAILS 1"=1'-0"
DWG. 004
1/2"=1'_0^ UNLESS NOTED OTHERWISE, BOLTS TO BE
FABRICATED FROM A307 RODS, C/W HEX.
NUTS AND STD. WASHERS.
NOTE:
1) FOR CONCRETE GENERAL NOTES, SEE DWG. 002
z
14 S
• 'yam, c� LEGEND:
►`� z DENOTES ANCHOR BOLT GROUP
rn
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DENOTES FOOTING TYPE
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L BY D. M. Y. SCALE
SIMPSON TIMBER COMPANY
Benton Cook p e DR PN 12110199 Noted
3 SHELTON, WASHINGTON CK. DR DSN.
C AP. l
M Civil & Structural Engineering SAWMILL — MILL #5 UPGRADE
420 Carlyon Ave. Olympia, WA 98501 CD
Q A PN DR OCT. 26/99 ISSUED FOR PERMIT BUILDING ADDITION 8481 —01
(360)352-2477 -003 A
co
REV. BY AP. DATE DESCRIPTION REV. BY AP. DATE DESCRIPTION NO. DRAWING NO. REFERENCE BUILDING FOUNDATION PLAN — SHT. 3
codd/—/yy
V
L
SEE PLANS
6" SLAB FOR FOR LOCATIONS
AY BAY 23
DETAILS, SEE
DWG. 002 = SEE PEDESTAL DETAILS » » " ^ .,
ON THIS DWG. TOP OF SLAB 8 $ 10 10 10 10 11" g" 10" 10"
EL. 376'-0" #4 TIES 11'-0"
10-#5 WITH
#4 TIE SETS
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TYP. (U.N.O.)
N
8—#5
8—#5 WITH 10—#5 WITH 10—#5 WITH
w #4—TIES #4 TIE SETS #4 TIE SETS
J P-1 P_2 P 3 - 10-#5 WITH
CELL WALLS = w �ow P P—1 1 #4 TIE SETS
SEE DETAILS / _ � % o _rLJ
1 -3
ON THIS DWG. _j cn
P-4 10A
15
SIZE VARIES FOR REINFORCING 1'_6" $^
SEE FOOTING SCHEDULE 10" 1 1" 10A 12A 1'-3"
SEE FOOTING SCHEDULE OR REINFORCING TO BE „
INDIVIDUAL FOOTING DETAILS EQUALLY SPACED 2
UNLESS NOTED OTHERWISE 5 WITH
#4 #E SETS 1 -
TYPICAL FOOTING DETAIL
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1/2"-1 �—p» � J I I N
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FOOTING SCHEDULE
N � „ 10- 5 WITH
2 # �0-#5 WITH
10-#5 WITH #4 TIE SETS 8^ 8" 4 TIE SETS
FOOTING SIDE DEPTH BOTTOM REINF. TOP REINF. 1,-=3„ #4 TIE SETS $" 7" 11' 2" #4 TIE SETS
— — — 8" 2'-0"
F-4.OG 4'-0" x 4'-0" 12" 5-#4 EA. WAY NONE —^ P-7 P-8 P-9
F-4.5 4'-6" x 4'-6" 24" 6-#4 EA. WAY 5-#4 EA. P-10
F-4. 4'-6" x 4'-6" 12" 6-#4 EA. WAY NO PEDESTAL DETAILS
F-5.0 '-0" X 5'-0" 24" 6-#5 EA. WAY -#4 EA. WAY
F-5.OG 5'-0 5'-0" 18" 6—#5 EA. WAY NONE
1/2„=1'—p"
F-5.5 5'-6" X 5'— " 24" 7—#5 AY 6—#4 EA. WAY
F-5.5G 5'-6" X 5'-6" 18" 7 5 EA. WAY NONE
F-6.0 6'-0" x 6'-0" 2 " 7-#6 EA. WAY 7-#4 EA. WAY
F-6.OG 6'-0" x 6'-0" -#6 EA. WAY NONE 1 -6" SEE PLANS
F-6.5 6'-6" x 6'-6" 24" 8-# WAY 7-#4 EA. WAY #4 CORNER BARS I TCONTINUE SLAB
O END OF WALL
F-6.5G 6'-6" x '-6" 24" 8-#6 EA, W NONE FOR CANTER LINE AT EACH SIDE
OUNDATION DETAILS OF OPENING
F-7.0 —0" x 7'-0" 24" 8—#6 EA. WAY 4 EA. WAY S E DWG. 010 2'_6^ BLOCK OUT TOP OF SLAB
" " " EL 376'-0"
F-7 7'-6 x 7'-6 24 $—#6 EA. WAY 8—#4 AY FOR DOORS
--------- EL. 375'-6"
--------- - -- ------
NOTE: 1) CENTER FOOTING ON CENTER UNES, (OFFSET FROM BAYLINES: SEE PLANS) BAY SEE CELL WALL
DETAILS, ON io
THIS DWG. #6 BAR ACROSS
SEE ALL DOOR WAYS
I
PLANS --- I
CELL WALL REINF.
BEND CELL WALL TO PASS THRU
CELL WALLS, FOR 1 REBARS INTO PEDESTALS I
LOCATIONS, SEE VERTICAL REBARS CANTER LINE
! DWG. 001 & 002 AND TIES GRADERIWALLR 1 FOUNDATIONS WALL BLOCKOUT DETAILS
I
1'_0"
-� ---- ------ EE PEDESTAL
DETAIL � TOP OF WALL REINFORCING
- - -- - - - - - - -- -- -- - - EL. 380'-0" 8"
1/2"=1'-O" �Q 1 TYP. (U.N.O.) FOR CELL WA I DETAILS
VERTICAL REBARS REINF. THAT E D
AND TIES AT PEDESTALS,
I
SEE SECTION
- - SEE ANCHOR BOLT
TOP OF PEDESTAL 2" 8- EQUALLY \� � _ON DWG. 005 EL. 377'-0" i o S CED (12" MAX.) P
TYP. (U.N.O.) � I
ROUGHEN TOP FOR
#4 AT 16" VERT.
TOP OF SLAB TOP OF SLAB SLAB ON .GRADE, TOP F ^0 SLAB - WITH 16 HOOK
EL. 376'-0" ^ -- SEE GRADE WALL
a o EL. 376 -0 I AT BOTTOM DETAILS
TYP. (U.N.0.) EL. 376 -0 RETURk,T FOR NDETAIILS
a ---- _ -- - — SEE/DWG. 002
0
4 2-PIECES
STIRRUPS AT 12" - --
PROVIDE 12" HOOKS
FOR REINFORCING I AT ENDS OF 14-#6
TOP OF FOOTING I `O SEE TYPICAL CELL WALL REINF,
EL. 373'-0" N ;� _j 14-#6 CONTINUOUS N
CELL WALL DETAILS
- LL WALL
TYP. (U.N.O.) V � SPLICE AT QUARTER I ENDS AT WHERE EPEDESTAL a
POINTS OF SPAN, -
Li
(OUTSIDE JOINTS) AND e �; ► 'C
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— � — � Uj �� — — � _ � — � CELL WALLSFROM NG TO — — o
o —o 0
s 7 �
8" $" - (AT CELL )
\.0- HOOKS ON 2'_0^ ,
m VERTICALS SEE FOOTING SECTION DETAILS
EAP,RL3:
DETAILS
INTERIOR PEDESTALnj S PERIMETER PEDESTALS ;" � NOTE:
N TYPICAL PEDESTAL DETAILS FOR DETAILS, TYPICAL CELL WALL DETAILS GRADE AND CELL WALL DETAILS FOUNDATION INTERSECTION
co1/2"=1-0" SEE INTERIOR PEDESTAL 1/2»=1-0" 1/2»=1-0" " DETAILS 1) FOR SEE DwcC 002 GENERAL NOTES
FOR PEDESTAL SIZES, AND REINFORCING,
1/2 =1-0
C'
0 SEE INDIVIDUAL PEDESTAL DETAILS �`(� Crav I iee V —] i4l
D PN DR OCT. 28/99 ISSUED FOR BUILDING ADDITION PERMIT
SIMPSON TIMBER COMPANY BY M. Y SCALE
o C PN DR MAR. 16/99 PEDESTALS P-10 REVISED, P-1 1 ADDED Benton Cook p e S H ELTO N, WAS H I N GTO N DR.K. pR 29 12 s$ AsDNoted
SN
o B PN DR MAR. 8/99 ISSUED FOR CONSTRUCTION C1 v l OG Structural Engineering SAWMILL - MILL AP LL #5 UPGRADE REV
420 Carlyon Ave. Olympia, WA 98501
m A PN DR FEB. 2/99 ISSUED FOR PERMIT 11 l�G( �L(�C BUILDING ADDITION
DATE (360)352-2477 8481 -01 -004 p
m REV. BY AP. aa�mm�» DESCRIPTION REV. BY AP. DATE DESCRIPTION N0. DRAWING N0. REFERENCE BUILDING FOUNDATION DETAILS — SHT. 1
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13'-0" _ FLOW
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SIMPSON TIMBER CO .
ENGINEERING
H K L M CONCEPTUAL DRAWING ONLY SHELTON, WASHINGTON
PLANT MILL 5
TITLE GENERAL ARRANGEMENT FOR
NEW 16 MODIFICATIONS
57 ,1-�, j eZ_'A �'`�~ - Revision No. Description
f DRAWN BY: TAMARA APPROVED BY: J. ENSLOW
Date: By: DATE: 6-9-92 SCALE: 1/8=1'—
Cr
4� A.C.E. N0. SEC. NO. DRWG. NO.
Revision No: Description
3M 16444
Date: By: PROPOSAL
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THIS DRAMttNG, INFORMATION AND SUBJECT F.l� TER H ELT 0 �, 1NAS H i N GTO N C DL 22 oN
_ HEREOF ,� THE C lz� AND EX"WE STOLBERG _
PROPERTY OF STOLBERG ENG,NEERiNG LTD. AND
ARE NOT TO BE COPIED, REPRODUCED OR USED �)AWM I LL — MILL #5
_ IN ANY MANNER FOR ANY PURPOSE WHATSOEVER ENGINEERING LTD.
WITHOUT WRITTEN CONSENT OR DIRECTION OF i
S7�RG ENGINEERING I.M. �A I LL UPGRADE F R 0 P 0 SAL (NORTH. S I D E} 7 4 5—G '1
�p ITE PLAN i
REV. BY AP. DESCRIPTION REV. BY Y. t +TE DESCRIPTION Na DRAwIriG NO. REFERENCE
1 2 3 4
NORTH _ 13'-0■ - 30'-0" 30'-0" 2'-0
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SOUTH HALF OF SORTER BUILDING
GENERAL NOTES: V = 1'-0"
APPROVED
NI
�1 `:
MASON BUILD-11 -.� Aa ECTO
1. FILL UNDER SLAB TO CONSIST OF CLEAN, WELL GRADED SOIL FREE OF ANY ORGANIC MATERIAL. CHARGES SUBJECTTO.AppROVAL
PLACE IN LIFTS NOT TO EXCEED 8 COMPACT TO 95% MODIFIED PROCTOR. I� ��---�t°� N
2. A MAXIMUM OF 4' OF COMPACTED LEVELING SUBBASE WILL BE PERMITTED. SUBBASE TO
CONSIST OF GRANULAR MATERIAL, 35% OR LESS PASSING A NO. 200 SEIVE.
3. CONCRETE FOR SLAB TO OBTAIN A 28 DAY STREGTH OF 3000 PSI AS CONFIRMED BY FIELD
POURED, LAB CURED CYLINDERS. CONCRETE TO HAVE A MAXIMUM SLUMP OF 3" AND CONTAIN
5% TO 7% ENTRAINED AIR.
4, SLAB THICKNESS TO BE A MINIMUM OF 4". THICKEN TO 6" AT EDGES ON SLOPE OF 1: 10. SLAB
UNDER PADS TO BE 8" THICK UNLESS SHOWN OTHERWISE. THICHENED AREA TO BE 16" GREATER
IN BOTH DIMENSIONS THAN PAD DIMENSIONS.
5. REINFORCING TO CONSIST OF #4, GRADE 40 BARS, AT 24" EACH WAY. PLACE BARS lh-
CLEAR OF TOP SURFACE. ALL REINFORCING TO BE SECURELY TIED AND SUPPORTED ON CHAIRS,
CONCRETE BLOCKS OR BY OTHER MEANS BEFORE POURING CONCRETE.
6. PLACE CONTROL/CONSTRUCTION JOINTS ACROSS SLAB AT APPROXIMATELY 30' INTERVALS. KEY REVISION 6-9-94 ADDED BEARING PADS
CONSTRUCTION
JOINTS AND STOP REINFORCING ON EACH SIDE. CONTROL JOINTS MAY BE SAWN �s.�D �,� PERRY ENGINEERING
wASly 3110 DOUGLAS CIRCLE • LAKE OSWEGO, OREGON 97035 • (503)636-8969
4-5-94 R. PERRY = 1'-0 U.N.O. 94101 22
' .lod=
SORTER BUILDING FLOOR SLAB
21699
'QF-GdSt'E �
Ps,®NAL SIMPSON TIMBER CO., SHELTON, WASH.
EXPIRES:. 12-i5 MUM
°JTom BGE COMPANY, INC., GENERAL CONTRACTORS 2
�'J v✓�� \ 'S I M F—� 2
- - — -
6`
M • GALV. 26 ga. FLASHING
EXTEND BEYOND WALL ON
NORTH SIDE.
3'-6 SQUARE METAL OR ROLL ROOFING
26 go GALV. GUTTER
15 —0 12" BUILDING PAPER
" ( �) �" X 9" A. BOLTS ` EXT. SHEATHING
1'-9" 1 5Q. ' �" PROJECTION
I 12
1 _ 4—# 4 VERT. ELEV. 100'-0 1
I — 1—# 3 TIE
T1-11 SIDING
04 5 2X6016"
2X12024"
R-21 INSULATION R-38 INSULATION
U
— 4—# 4 E.W. BOTTOM
►� PLYWOOD SHEATHING
DETAIL ,
SORTER BLDG. FOU'ION h' = 1'-0"
NOTE: 1. CC N,:. F'c = 3000 PSI.
2. GRA-E 40 OR 60 REINF.
• . 3. FTG. ON UNDISTURBED SOIL
OR ;.OMPACTED BACKFILL. SECTION D
FOOTING PLAI-
Y4r _
,'-O"
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B 2X6 T&G DECKING " 1-11 SIDING
2X6 NAILERS 2X6 9 16"
POWER NAILS ® R-2- iNSULATION
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X 6" SQ.
ONE SIDE
I I TYPICAL COLUMN 8� X 2i C.R. CHANNEL
8}� X 2� C.R. CHANNEL
� Y2 X 9 X 9 SECTION E SECTION F
/ 6 �4� r HOLES
`3A" = 1'-Or 3�" = 1'-0"
L . _
_ . J
C SECTION A
MUST MEET ALL CURRENT
WASHINGTON STATE CODES
FLOOR FRAMING
" = 1 6 CHANGES
SUBMIT PRIOR TO PERFORMING WORK APPROVAL
M
THESE PLANS MUST BE
D
ON THE JOB SITE
FOR INSPECTION.
MIG _
(2) X 6" SQ. P-D'VED
CUP L'S k BOLTS MASON BUILDING INSPECTOR
'i>—
AS REQUIRED DETAIL �AS SUBJECT TO APPROVAL
G
DATE` —�
F 3A" = 1'-0"
E -
- T1
w
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= WINDOW
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DOOR x
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,F D
- /►� o�wAsly� 3110 DOUGLAS CIRCLE • LAKE OSWEGO, OREGON 97035 • (503)636-8969
DRAWN 0 in mu�
7-7-94 R. PERRY AS NOTED 94-035
CoD
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SORTER BUILDING COMPUTER ROOM
ELEVATION ��SIONAL�'' SIMPSON TIMBER CO, SHELTON, WASH.
/T r 1'
1 = -0r
WJRES::,.12-15— BGE COMPANY, INC., GENERAL CONTRACTORS OF 1
SECTION 11, TOWNSHIP ZON, RANGE 5Wf W,M,
CONSTRUCTION STAKING:
THIS PROJECT MUST BE STAKED PRIOR TO CONSTRUCTION BY THE DESIGN ENGINEER
NOTE.' EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS OR A LICENSED LAND SURVEYOR. THE DEVELOPER AND THE CONTRACTOR KILL DETERMINE CO
RECORDS. CONTRACTOR TO FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" WHO IS RESPONSIBLE FOR SECURING AND SCHEDULING THE FIELD WORK. Q O >- g 2
1-800-424-5555. Im on Im er o. RECORD DOCUMENTS,- m
MASON CO WA. THE CONTRACTOR SHALL FURNISH HOWARD GODAT, PANTIER&ASSOC. tMTHA DRAIMNG(S) SHOWING THE w� CA _
200 100 0 200 40OFT CHANGES HE/SHE HAS MADE TO THE DESIGN DRAWINGS) & HOWARD GODAT, PANTIER&ASSOC. WILL
--- CONSTRUCTION SEQUENCE I�MILL e!d COMBINED VERIFYALL SYSTEM COMPONENTS PRIOR TO BACKFILLING OF THE COMPONENTS(WATERMAIN TEES, BENDS, I 3
SCALE: 1 200 1_ PRE-CONSTRUCTION CONFERENCE WITH MASON COUNTY
SEWER LATERALS AND ETC.). FAILURE TO DO SO MAY RESULT IN THE CONTRACTOR UNCOVERING THE COMPONENTS t
= SO THAT THE HORIZ. AND VERT. LOCATION CAN BE RECORDED FOR THE RECORD DOCUMENT(AS-BUILT)DRAW/NG(S).
I 2. ALL CONSTRUCTION TRAFFIC SHALL EXIT THE S/TE
THROUGH THE STAB/L/ZED CONSTRUCTION ENTRANCE.
CATCH BASIN RIM 3. INSTALL EROSION CONTROL MEASURES AS NECESSARY TO
DAruM PREVENT SEDIMENTS FROM ENTERING THE S TORM LOCATED BY MILL#5 ---- - --- -- - -- - - - - - ----
/ 1 1 -_ _-_ � ___ ---- -T -� �__ - - �- - �
°s` yea D.
EL 373.37 PONDS OR SURROUNDING PROPERTIES. /// ""°`
4a. INSTALL CULVERTS @ COUNTY ROAD. O
b. CLEAR, GRUB& GRADE OUTFALL SWALE TO 2'f BEL OW FINAL GRADE.
TBM (INTENT IS TO DRAIN EXISTING PONDS) // -, _ - _- - - -- I 7
c CLEAR& GRADE REMAINING SWALES AND INSTALL NEW CUL VERTS. /
d. EXCA VA TE& CONSTRUCT WETLAND CELL A" // STORM L-.- ' r a I I �FC�4 S 9 R ��
'
e. EXCA VATE& GRADE WETLAND CELLS F"& "C" TO �� PIPE(1YP) ,y I ASS/ONAL
AN A VERAGE DEPTH OF 1.5'BEL OW DES/GN WA TER LEVEL.
/ CONSTRUCTION SEQUENCE#2(LOGYAR,0J
STANDARD NOTES f. REGRADE WETLAND CELLS "B"& 'C"AS NEEDED TO REDISTRIBUTE / ;.' u !. , . 3 _ y
xPiRES 11-27-99
A, All materials and workmanship shall be in accordance with the requirements of DEPTHS TO DESIGN DISTRIBUTION. / 1. PRE-CONSTRUCTION CONFERENCE WITH MASON COUNTY i
the most current edition of the State of Washington, Department of g. PLANTAND SEED WETLAND CELLS AS REQUIRED.
Transportation Standard Specifications for Road and Bridge Construction and /h. CONS ROAD. 2. ALL CONSTRUCT/ON TRAFFIC SHALL EXIT THES/TE I
Mason County Road Standards. /REGRADEOUTFA�� SWALETOF/N/SHELEVATIO THROUGH THE STABILIZED CONSTRUCTION ENTRANCE. -
I: N. / - -
B. Inspection of the storm drain system must be called for before any backfi// / 3 INSTALL EROSION CONTROL MEASURES A S NECESSA R Y TO
is placed for the drain system. 5. REMOVE SEDIMENT PROTECTION FROM CA TCH BASINS / / PREVENT SEDIMENTS FROM ENTERING THE STORMl
AFTER SITE HAS BEEN STABILIZED SUFF/CIENTL Y TO / / PONDS OR SURROUNDING PROPERTIES. '. I V)
C- Catch basins shall be Type 1 with B-2a, WSDOT Standard Plans, frame and grate - --
PREVENT SEDIMENTS FORM ENTERING THE STORM SYSTEM. / ,, / 4a. CLEAR& GRUB THE SITE 1 00
0 unless otherwise noted. a
b. INSTALL NEWMH'S, STORMPIPING, SWALES, & BYPASS. �� Q
D- /f adequate inspection is not called for before completion of the roadway I - - / I 3
/-. c. EXCAVATE& CONSTRUCT WETLAND CELLS D"& E" - -; _I 41
construction, it may be necessary for core dri/ling and testing to be performed CONVEYANCE F. _-_ / + � Z o
to assure an acceptable quality of roadway. When core drilling is found to be / SWALE d. INSTALL CONCRETE BAFFLE, REMAINING STORM PIPING, _ "o
necessary, the applicant will be held responsible for all costs incurred. 000 AND MANHOL ES. W o
E. It will be the applicant's responsibility to contact a//utility companies in I r '- - / e. EXCA VA TE AND GRADE WETLAND CELL "F"TO A UNIFORM �I q
/ `r I
DEPTH OF 1.5"BELOW DESIGN WATER LEVEL.
order to assure that all lines, pipes, poles and other appurtenances are r � x o,a,Y -
property located and their installation is coordinated with the road X / f. REGRADE WETLAND CEL L "F"AS NEEDED TO MEET DESIGN = 2 N
construction. All uti/ity relocation work shall be at the expense of the / COAPW / Q rn
applicant and must be in accordance with Mason County Road Standards prior to / ___ DEPTH DISTRIBUTION .11
road acceptance. / �,�„ g. CONSTRUCTACCESS ROAD. I � to
/ "`"°"�v / h. PLANT& SEED WETLAND CELL S AS REQUIRED. V�
F. Culvert pipe shall be concrete, aluminum, orplast/c 12-inch diameter minimum / / 5. REMO VE SED/MEN T PRO TEC T/ON FROM CA TCH BA SINS C4
pipe with beveled ends unless otherwise noted. Beveled ends shall be a minimum Rom,. - W
of 3-11/n the ditch line or match the slope in a cut or fill section. / c� o�
COY �°°�Y / AFTER SITE HAS BEEN STABILIZED SUFF/C/ENTL Y TO I ty � o o�
/ ace PREVENT SEDIMENTS FORM ENTERING THE STORM SYSTEM. Z 00
G. Buried utilities are shown in their approximate location. The app/icaq_ i� / _ -.-FLV
shall have the utilities verified on the ground prior to any construction. x =_ _�_ ,_Y_ / � a:cAY FL»�.
_ M CULV - l N CW CUIV 2l CIP CULY
---- _ z ID ITEM #1
H. Onsde erosion control measures shall be the responsibility of the applicant B EM
and be in place prior to construction. Any problems occurring before final
""`
acceptance by Mason County and within 24 months thereafter shall be corrected
- --
by the applicant.
/ s_ for wiv"on* -
l. An revisions to plans must be made b the Project Engineer and approved b J
the County prior to any implementation In the fie/d. / „ a =V WETLAND CELL A
J. Al/pavement markings shall conform to the requirements of the MUTCD and the
Mason County Standard Pavement Marking Details. / - i am son
K. Before striping takes place the applicant shall contact the Mason County O
traffic division for coordination of the striping. J P:,
/ -
% BID ITEM #2
L. A co of the approved plans must be on the job site whenever construction is I
PY p p I
in progress.
M. Mason County shall be notified 72 hours before construction is started.
1
The applicant shall be responsible for scheduling a pre-construction conference I �, / .
h County th r " n icho s Project Engineer uti/i companies,
WETLAND CELL Bwith the ou ty O e �u sd n . / E gi 4' p
subcontractors and other necessary parties to the project shall be present at '
the pre-construction conference.
N. Slopes shall be stabilIzed to prevent erosion. In case erosion occurs in
ditches, ditch lining is to be provided as requested and speed by the
County. ; WETLAND CELL "C" -
/ Z
- 0. All Type 2 catch basins over 4 feet in height shall have standard steps. -
ago do*
P. Where newly constructed paving meets existing paving, the applicant Shall ' / +�__
overlay and feather newpavement to provide a smooth transition from existing tJ d pavin r °
proposeg. Application of a thin paint coat of emulsified asphalt shall BID ITEM #3 I / _ ;= ---- - _ - I
400
be applied to insure proper bonding.
Q. The com leted surface of all courses shall be of uniform texture, smooth, I i
uniform as o crown and grade, and free from defects of all kinds- The t 5r_
completed surface of the wearing course shall not vary more than 1/8 in fro MON
the lower edge of a 10-foot straightedge placed on the surface parallel to theIsio -
SSW
/
centerline. The traverse slope of the completed surface of the wearing course ♦ �i
shall vary not more than 114 inch in 10-feet from the rate of traverse slope ♦ i
shown on the plans. ♦ i % -
� / ,l _ FLOW CONTROL
R. Materials sampling and testing shall be at a frequency and magnitude as MANHOLE `_
specified/n the Standard S ec�cations or determined b the CountyEngineer
a[
In the case of plat roads, testing and sampling shall be performed by a private BID ITEM #4
testing laboratory. Cerf led test reports shall be furnished for all tests SEE BID PACKAGE / �T` ==' �``_ - `''� _
/ --- _ WETT AND CELL F
per`ormed by private testing laboratories. F�l� DETAILS) __� � `s
S. All uti/ity work within existing pavement requires a minimum roadway / - �`.�:• `iy�j. - ��, -
reconstruction from the centerline, to include grinding the existing pavement OOP
and replacing/t with a minimum 0. 17'(or 2)pavement.
%
/ ♦ - _ _ -- WETLAND CELL "E„ 1
WETLAND CELL 'D" -_ - - V
BROCKDALE RD.
w
LAKE SITE Pit ♦ ' _ _ - _ - 1
NAHWA LE MARTIN/7p- NEW GRA VEL -
♦� ACCESS ROAD I
syFzT '10 M ��_ O
�N_,y
TO SHELTON
ShLETJWD. 'X
R, ♦ _ /
1509
0
—k7_0N f Z_ GRA DES
3_ GRA OES Rc ORA.r/Vi4 GE �
O cc
S_ /VOTES 8c DETAILS ���
Rob THIS DRAWING DOES NOT REPRESENT A RECORD AGENCY NO.
�� / DOCUMENT, UNLESS CERTIFIED BY HOWARD GODAT,
PANTIER& ASSOCIATES, INC. SHEET: 1(9�- )5
Mac
molt
VICINHYMAP `fir/ ANY ALTERATIONS TO THE DESIGN SHOWN HEREON INDEX: 99-051-3.dgn
MUST BE REVIEWED AND APPROVED BY HOWARD
GODAT, PANTIER&ASSOCIATES, INC.
JOB: 99-057
e.Wgn\89-000�99-OS1-3�n Jul.06-1999 13.35-40 PRRITER750 PL7
V,
SECTION 11, TOWNSHIP 20N, RANGE SW, W,M,
co�o _
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS m _ cc �
RECORDS. CONTRACTOR TO FIELD VERIFYALL UTILITIES ---r _
YOU DIG" --- ---- - ---- -- -- - ------ -- ---. _ ___ --- _-_-----_--------- --- - - - - y ao
�
---------- 380
PRIOR TO CONSTRUCTION. CALL BEFORE o \ -
1-800-424-5555. CATCH BASIN RIM D BEGINNING OF SWALE
' DATUM LOCATED BY MILL#5 EXISTING. i FL ( IN) 372.25 _
EL 373.37 SAM TAR Y. n
380 _ �- --
;'SEWER p 37g _ �� _� - - - pITCI = =�� ~ v Y
80 40 0 80 160ifT � - - - -- _ __ - - -- _ ---- ----- 3
BEGINNING OF 10 SWALE ;DRAINFIELO, rn . _- � _ - 'r�+� ---- =DITCH -_ " ___DITCH-; --- - - - -_ W -+
SCALE: 1"= 80' TBM FL ( IN) 371. 06 = �,jG� -- - - -- - - - - �1tTeH -/ DtTt�- TC p oI o H
3,P - ` 378_ -- ---- - :DLTEH-_ -- ---
` --- --- _ -- _ DITCH__ D►7EH-
488 LF 10' WIDE SWALE- - 377
ON 0. 005 F T/F T SLOPE ---_ -- `- - --
_ t-y_ - f�- --_ _ -- _
FL ( IN) 371. 06 \ ��237 LF 6' WIDE SWALE 376 --- _ �C -,�, 109 LF 3' WIDE SWALE
s 9 ,.�� ON 0. 005 F T/F T SLOPE _ {� ,�! ---- �C� ON 0. 005 F T/F T SLOPE tiq FL (OUT) 368. 62
FL ( IN)- 372.25 ---375-- -
FL (OUT) 371 . 06 1`= �� >= ---- FL ( IN) 373. 84
3 G�= - - - FL (OUT) 3 73. 29 _
REGRADE AND/OR F 1 L L Y END OF 6' SWALE \�G�
X DITCH AS NECESSARY it z Z
E DI 06 /% - 116 LF 3' WIDE 'SWALE
SEE SHEET 5 FOR TO INCORPORATE FL (OUT) 371 . "- � � �
WETLAND PLANTING NEW SWALE SYSTEM N;X- _ _ ON 0. 005 FT/FT SLOPE Q 24193 0
MATCH EX GRADE EX GR,4DE SCHEDULE �~;�_ EXISTING _ FL (IN) 373.29 -
BEGINNING OF '` GRAVEL ,-_ FL (OUT) 372. 71 375 �� FSs/
-MATCH EX GRADE 12' SWALE r-BEGINNING OF SWALE oivA�
FL ( IN) 369. 72 112 LF OF 12" CAAp ' `"372.00f FL ( IN) 368..62 = xPRIS 11-27-99
_ SFT 0. 00 D N / LOPE- / T S
FL (OUT) 3 72. 71 - - --- -
w - ► , - y DUTFALL
WETLAND CELL 'A
R I PR,�
EX EDGE WATER = 114 LF Ex �
- ------------ DWL 36s.77----------- ��, AT POND \ 14" CMP CULV _ 351 LF 2' WIDE SWALE
238 LF 3' WIDE SWALE - ON 0. 0025 FT/FT SL OPE
ON 0. 005 F T/F T SLOPE - FL ( IN) 3 74. 15
220 LF 4 WIDE SWALE Ft (OUT) 373 27 ,,.�?
- - ON 0. 005 FT/FT SLOPE FL l 1 N) 372. 71 _ O
- - - --- aorroM EL 359.77 FL ( IN) 369. 72 / . _ _ FL 1 OUT) 371 . 52 _ _.__-- � � �
-- - - FL (OUT) 368. 62 300 L F OF 21 " CARP
ON 0. 006 FT/FT SLOPE R EXISTING ,Z
- WIDTH VARIES _I INSTALL FL ( IN) 371. 52 -INLET ASPHALT
---
BAFFLE 0/W SEPARATOR FL (OUT) 369. 72 _
- - - W/ EWRGENCY SHUTOFF RIPRAP OUTFALL Q a
- & HIGH FLOW BYPASS - -
_ ( TO BE FIELD LOCATED) �'
- -- 375 -4
WETLAND CELL SECTION A ' END of 4' SWALE
FL ( 1N) 368. 62
NOT TO SCALE C H
W N 0 %0
_ - c� oeLnLn Lr)
M
Q� BEGINNING OF W O 3 o
,a _z 2 SWALE .� o e
EXISTING BUILDING FL ( 1N) 374. 15
EXISTINGASPHALT - . BEGINNING OF
l
- - EA 3 SWALE o O
WIDTH VARIES - 6"COMPACTED 1 ,000 LF 12' WIDE SWALE - FL ( IN) 374. 15 N
(SEE PLAN) S/LTYLOAM ON 0. 0025 FT/FT SLOPE
FL ( IN) 368. 62 _ _ - ------ -
SWALE SECTION FL lour) 366. 12 -
NOTE.
ALL SWALES SHALL BE SEEDED OR SODDED WITHA SEED 76t LF 24" CMP CU _
MIXTURE SUITABLE FOR WET CONDITIONS. THE FOLLOWING BEGIN 4' SWALE -
OR EQUIVALENT MIXTURE MAYBEUSED: FL 374.83
TALL FESCUE 65% - -
SEASIDE BENTGRASS 16% ! / FL 375.260
MEADOW FOXTAIL 10%
\ 24" CMP CULV
ALSIKE CLOVER -- 9% ' FL 374.870 ' EXISTING Q
24" CMP CULV
END 4' SWALE 820 LF 4' WIDE SWALE CONCRETE -
END OF SWALE - FL 366. 63 ON 0. 01 FT/FT SLOPE \ LOADING
ISTING
FL (OUT) 366. 12 FL ( IN) 374. 83 DXTCH(TYP) RAMP
FL (OUT) 366. 63
- - - 417 LF 3' WIDE SWALE cI
- ON 0. 004 FT/FT SLOPE �.
FL 370.94 FL ( IN) 374. 15
24" CMP CULV �� l FL (OUT) 372. 43 - W
ct
40 LF OF 24 A' CAA -
ON 0. 01 FT/FT SLOPE `��s - END OF SWALE
4. 82 - "
- � � FL (OUT) 3 72. 43
FL l 1N 36 BEGINNING OF SWALE-
FL
FL (OUT) 364. 42
RIPRAP DUTFALL FL 369.74 FL (OUT) 371.82 -
EX 24" EX 24"
102LFOF30" CW ' ' ✓
65 LF OF 36 A' CAPS CMP CULV CMP CULV 130 LF OF 24" CMP ON 0. 01 FT/FT SLOPE EXISTING ASPHALT l
ON 0. 01 FT/FT SLOPE ON 0. 01 FT/FT SLOPE FL ( IN) 368. 44 61 LF OF 24" CAIP
FL (IN) 364. 42 - - FL ( IN) 366. 12 FL (OUT) 367. 16 ON 001 FT/FT SLOPE
FL (OUT) 363. 77 _ EX CB Ex CB FL (OUT) 364. 82
RIPRAP OUTFAL L RIPRAP OUTFAL L
cy -- _ - - -- -- - - - - FL (OUT)372- 43
371-82
FL 369.63 190 LF 6' WIDE SWALE - RIPR,IP WTFALL
EX 24" 548 LF 10' WIDE SWALE _ FL 370-790 SL
EX 24" CMP Culy FL 370.84 81 1 LF 10' WIDE SWALE_, ON 0. 005 FT/FT OPE y
CMP CULV _ _ _ - -- -- FL 368:82 - ON 0. 005 FT/FT SLOPE 24" CMP CULV ' 24" CMP CULVFL ( IN) 371. 82
�� _ - Ex 24.' FL ( IN) 36 7. 16 _ - ON 01 N033 70/8 7 FT SLOPE FL (OUT) 3 70. 8 7 f
FL -234 LF 6 WIDE SWALE O
iTCH - 37o FL (OUT) 364. 42 / SLOPE
D/r CMP CULL{ FL (OUT) 368. 44 1 _ �%, ON
0. 005
Fr/FT
FT
- '
04
SEX 2a^CMp CULV �_� - i � '_ �- ^ �' y FL (OUT) 370. 87 - - -
t - -rFL 369.200
am_- -,
EX 24"
. A CMP CULV-' - - -------------------r_ �- -- t_� r r_; 1 - 1 BEGINNING OF
- -_.r- r rr-r-r-I I-* Wit! z- -- F� ( 1 N�L 370. 87 7 'r * r, FL 371.08
0" Cw c - END OF SWALE " --- Q
Ex �oCMP
T Z h° 217' FL (OUT) 364. 42 " _ I J t CULVERT
t
CONSTRIICITD WETLAND CELL A - 1= = - - I` ATE CMP_CULV
SLIRTACEARLA: 36,000 Sc TT
107 LF EX 24" Imo- ' -.-.� --
* tt - z L >`_t- t x END DF r 7 �y - - DITCH DiT" -
CMP CULV _ �_; _
OWL:366 T �' x ,DITCH -
FL 370.880 -'
EX 36" CMP 1_.� -� 6 SWALE FL 370.55 ,
CULVERT BEGINNING OF SWALE END OF SWALE - � FL LOUT) 370.87 EX 30" CMP
`� FL ( IN) 367. 16 FL (OUT) 368. 44x-t
EX 36" CMP CULVERT M3s9 A - - 374- - -t r:zr
FL 370.020 �
/ ! � 2
cn
EX 36" CMP
3:1 SIDES O (TYR) 0
\ 373 -- ------- - ---- - :- _ -- -- -
108 LF OF 3 6" CAIP
ON 0. 0108 FT/FT SLOPE �x"4T``R _
FL ( 1 N) 366. 77 = Fx,.,a` `"" A.vh
FL (OUT) 365. 60
RIPRAP OUTFAL L
WT7ZANDCELL „B„ J.r Q 373 --
(SEE SHEET 3) �_ �c j
THIS DRAWING DOES NOT REPRESENT A RECORD AGENCY NO.
.E
3 DOCUMENT, UNLESS CERTIFIED BY HOWARD GODAT,
PAN -ER&ASSOCIATES, INC. SHEET: ' OF 5
ANY ALTERAT(ONS TO THE DESIGN SHOWN HEREON INDEX: �-051r.dgn
MUST BE REVIEWED AND APPROVED BY HOWARD
GODAT, PANTIER&ASSOCIATES, INC. JOB; 99-051
e l0pn'.N-O000"51 r O0n Jun.10.19N 15-35 40 PRINTER750 PLT
SECTION 11, TOWNSHIP 20N, RANGE SW, W,M,
NOTE: EXISTING UTILITY LOCATIONS SHO ARE FROM VARIOUS � � a: CIDRECORDS. CONTRACTOR TO FIELD VERIFYALL UTILITIES CATCH BASIN RIM corn o
WN
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG" DATUM LOCATED BY MILL#5 � Z
FL 375.260
1-800-424-5555. EL 373.37 FL 374.870 24" CMP CULV >
0 a
80 40 0 80 16OFT 14 Z W
24" CMP CULV o m' _ �
(9 3i 4i
SCALE: 1 80' TBMCr
W �I
I
END OF SWAL E o o uI o vl
FL (OUT) 366. 12
FL 370.94
24" CMP CULV 130 LF OF ,24" CAIP D. y
ON 0. 01 FT%FT SLOPE
FL ( IN) 366. 12 "
40 LF OF 24" CAP - FL (OUT) 364. 82 s O
ti ON 0. 01 F T/F T SLOPE
EMULSIFIED ASPHALT GRADE FL ( IN) 364. 82 FL 369.74 " -''/ c_
MINIMUM 0.25' CLASS 'B' A.C.P. CSS-1 TACK SHALL BE APPLIED FL (OUT) 364. 42 24" EX 24"
TO EDGES OF EXISTING PAVEMENT. CMP CULV 102 LF OF 30" CAP y! 24193 ��
(COMPACTED DEPTH) OR EXISTING RIPRAP OUTFACE CMP CULV
PLUS 0.08', WHICHEVER IS GREATER ALL JOINTS SHALL BE SEALED ON 0. 01 FT/FT SLOPE ✓���. EXlS Fs �lSTE
APPLIED IN MAXIMUM 0.17' LIFTS USING PAVING ASPHALT AR4000W.
548 LF 10' WIDE SCALE s FL ( IN) 368. 44 ���. /ONAL
ON 0. 005 FT/FT SLOPE FL (OUT) 367. 16 r o
0.17' of TOPSOIL OR CSTC 65 LF OF 36" CAP EX CB 1 RIPRAP DUTFALL
AS NOTED ON PLAN ON 0. 01 FT/FT SLOPf�- FL (IN) 367. 6 _
xPIRES 11 27-99
FL ( I N) 364. 42 _ 0/rcN -\ D :N FL 369.s3 ,rTc, - - - _FL (OUT) 364. 42 j
`h -
FL (OUT) 363. 77 -" - - = Ex 24" ENO OF SWAL E
\�
v RIPRAP DUTFALL EX 24° - -- = CMP CULV FL 370.84 L 3'�A17a9 368. 44
_-- ----- - 4" CMP CULV '
r._ CMP CULV FL 368.82 24" CMP CULV 811 LF 10 WIDE SCALE C�
EXISTING A.C. - � ? -z_x LOPE
ITCH EX 24" ON 0. 003 FT/FT S f. w
PAVEMENT _ _ x � L=� - -; DIT CMP CULV FL ( IN) 370. 87
OUR ACINGCRUSHED � FL (OUT) 368. 44 ����'�- �� �
0.67' BALLAST SURFACING �l�.T� L_Y-�-_�-� - r� � �-�-� �L_ `�-� - - - -- - - _ _ ;;� ,,- .:, .� �/,�-� ►�jj � c� � C�
TOP COURSE / ` J_ 7 t 1 24 C111Ip EU�r,/ i-- - - -- .t-I. - -
1 _ -t i
//
2' MIN. 2 MIN. / i. �----- - =I��-�_'�-;- � •
CONTROL DENSITY FILL 1 EX 24" -- - -r- _ J- _____
1' MIN. FOR TRENCH BACKFILL l I I ` '`/ A CMP CULV - ---- _ _-x-�_ i'1 t� 7 Y-_r_ t.17: t.. -- � z O
2 FL (OUT) 364. 42r�=7= t
T Y P- / END OF S WAL E _
0.5' MIN. 0.5' MIN. L CONSTRUCTED WE7LAND CELL A
t' x SURFACE 36 OW SQ FT L - _ O a
/ A 107 LF EX 24" Z
N1
BEDDING MATERIAL , �,r j}yyL;366 n„
t CMP CULV -�-7 - � ..* 'v
Q FL 370-880
> FOR PVC PIPE AND FOR > EX 36" CMP 7 BT BEGINNING OF SCALE �r
0.34' MIN- DUCTILE IRON WHEN NATIVE 0.34' CULVERT 7 � FL ( IN) 367. 16
MATERIAL EXCEEDS 2 INCHES �. EX 36" CMP CULVERT 7 ��j
IN ANY DIMENSION
�llj FL 370.020 ` 374- W Z N v�
FOUNDATION TYPICAL. REQUIRED i i�G 10R£BAY EX 3 0 CMP \ W (Z all
O ►n N
ONLY WHEN UNSUITABLE SURFACEAREA:750SQFT CULVERT U 00 & `O
MAXIMUM TRENCH MATERIALS ARE ENCOUNTERED MAXIMUM TRENCH BOTTOM£LEi�361.60 -
n
AND AS THE ENGINEER DIRECTS WIDTH SHALL BE
1-5' PLUS 1-1/2 �` M -�
WIDTH SHALL BE
0
1.5' PLUS 1-1/2
TIMES OUTSIDE TIMES OUTSIDE -
DIAMETER OF PIPE DIAMETER OF PIPE FOREBAY v O \
OR 2.5', WHICHEVER OR 2.5', WHICHEVER SURFACEAREA:1,000SQFT -� _ J
H o
IS GREATER IS GREATER BOTTOMELEV 361.10 \ CF `� M
(TYPICAL) (TYPICAL) �-108 LF OF 36 " CAP
0.4
NOTES: 4- ALL MATERIALS, WORKMANSHIP, AND INSTALL- EP /� 01V D. OJOB FT/FT SLOPE
1. ALL MATERIALS EXCEPT A.C.P. AND BEDDING ATION SHALL BE IN CONFORMANCE WITH THE ----_--- 1 O'-2 D' FL ( INJ 366. - 60
MATERIAL SHALL BE COMPACTED IN 6-INCH STANDARD SPECIFICATIONS FOR ROAD, BRIDGE ---_-------- - DEEP FL IOUT l 365. 60
MAXIMUM LIFTS TO 95% DENSITY. AND MUNICIPAL CONSTRUCTION AS AMENDED BY B
RIPRAP DUTFALL ~ N
� 3 7.3
MASON COUNTY STANDARDS. j
2. BEDDING SHALL CONFORM TO SECTION 9-03.16 36 LF EX 24'
OF STANDARD SPECIFICATIONS. 5. KEEP TRENCH BOTTOM COMPACTED WITH CMP CULV.
UNIFORM GRADE. A BELL JOINT SHALL BE 0. 1-1.0'DEEP UNDER 2' H2O
3. COMPACTION: BEDDING SHALL BE COMPACTED REQUIRED AT EACH JOINT FOR PROPER
DAMAGED
TO 95Y MAX. AS DETERMINED BY ASTM D155 7. SUPPORT. NO TEMPORARY SUPPORTS. I.E. -
BACKFILL SHALL BE COMPACTED TO 85Z IN BLOCKS, WILL BE ALLOWED TO SUPPORT PIPE. ~-r-
UNPAVED AREA, AND 95/ IN PAVED OR TRENCH BOTTOM SHALL BE TO GRADE PRIOR ` DE0. EP
DEEP T
SHOULDER AREAS AS DETERMINED BY ASTM TO PIPE INSTALLATION.D1557. CONSTRUCTED WETLAND CELL B r '
TRENCH p 2 5URFACEAREA:35,000 SQ FT
RESTORATION DETAIL �o SF 3FFT;F r"Sf I E DWL:36560
QO ( �) 3 . 6o B07TOMELEV 363.10 '
C - RPRAPT oUAL 70 al
��`':_
1.0'-2.O'DEEP **DISTRIBUTION OF DEPTH/N WETLAND CELL I r r 4
CONSTRUCTED WETLAND CELL C (v� DEPTH RANGE AMOUNT
SURFACEAREA:150,500 SQ FT
DWL:365.10 25%
BOTTOMELEV 362.60 2.0'2.5' 1.0'-2.0' 55%
(20% TOTAL SURFACEAREA) DEEP -
2.0'-2.5' 20% - m
0. 1-1.0'
**DISTRIBUTION OF DEPTH IN WETLAND CELL B DEEP
DEPTH RANGE AMOUNT 3 - C`` 30 LF OF 2-24 CMP MATCH EX GRADE
- ON 0.03 FT/FT SL OPE
SEE SHEET 5 FOR
0. 1'- 1.0' 25% .
FL (IN)365.60 WETLAND PLANTING
FL (OUT) 364.70 SCHEDULE
0 1. -EP 2 0 EX GRADE RIPRAP OUTFALL EX GRADE
44
2.0'-2.5' 20% 361 LF OF 10' W SCALE -_a - MATCHEX
ON 0. 005 FT/FT SLOPE 2'COVER(MIN) _ _- qq
RAILROAD - - ---
EL 368.50t-� - w
WETLAND CELL C _ WErLA/YD CELL B 108 LF 36 CMP @ 0.0108
.� �� N FL 364.70 FL 365.60
_ ---------- DM
`\ _ DWI 365.10 --- _..,_ ---- RIPRAP O -
- ---------- _ _ _
= MAX BOTTOM EL 362.60 _ - - .. -- __ FL 365.60 UTF ALL
BEGINNING OF SWALE - - - -- `� _ _ -- - - -
\ EL 361. 10 - -- - f�RE�1 _
FL ( IN) 365. 10
- - E- - -
_ _ L 361 60
- - r -
= Q
END OF SCALES FOREBAY� -- - - -
FL (OUT) 363.29 - -- - -
DEPTHS WILL VARY THROUGHOUT- Q
POE MAX TOM LOTS 36 ON 2.5O�OW \ DEPTHS WILL VARY THROUGHOUT w
( WETLAND CELL SECTION POND BOTTOM LOCATIONS, HOWEVER
THE DESIGN WATER LEVEL). SEE TABLE - I
I NSTALL FOR DEPTH DISTRIBUTION. NOT TO SCALE 3 % THE MAX. DEPTH/S LEVEL).
). BELOW Q
TEMPORARY THE DESIGN WATER LEVEL). SEE TABLE
�� FOR DEPTH DISTRIBUTION.
r SEDIMENT POND Nl OF,
L PIPE D S
(EROSION CONTROL ) SIRPBP►-E METP SIPKER
32�
INSTALL NA 'NOO1 W p�A►-
- HAY-BALE SILTATION use r(P
CONTROL DE I CE \ BPLE
`-" - (EROSION CONTROL ) =_- �� Q
-_ -SEE DETAIL ` STRAW ORSINGLEROW OF-, STAKE �
HAY BALES O
" STRAW OR
-ADD TO EXISTING 18 RCP HAY BALES FILTER FABRIC
2- 36 CAP SET IN DOUBLE \ HEELED IN
ON 0. 02 FT/FT SLOPE
FL ( 1 N) 363.29 ROWS OFFSET I _ 12"
FL (OUT) 362. 5310 c 0 010
-
j �\ \
C�
TOP VE1V1
STAKE TYP
OPTIOl� 1 OPTION 2 THIS DRAWING DOES NOT REPRESENT A RECORD AGENCY NO.
DOCUMENT, UNLESS CERTIFIED BY HOWARD GODAT,
_ PANTIER&ASSOCIATES, INC. SHEET: 3 OF 5
SILTATION CONTROL DEVICES ; (� �
ANYALTERATIONS TO THE DESIGN SHOWN HEREON INDEX: 99-051rZdSw
MUST BE REVIEWED AND APPROVED BY HOWARD
GODAT, PANTIER&ASSOCIATES, INC. JOB: 99-051
e 09n4%40 9-IZ12.Apn Jul.27.1999 08 19 12 PR9JTER750-PLT
SECTION 11, TOWNSHIP 20N, RANGE SW, W,M,
NOTE: EXISTING UTILITY LOCATIONS SHOWN ARE FROM VARIOUS
RECORDS. CONTRACTOR TO FIELD VERIFYALL UTILITIES LOG BOOM
PRIOR TO CONSTRUCTION. "CALL BEFORE YOU DIG"
1-800-424-5555. EL 367.50t LOCATION LOG BOOM -- _
ACCESS ROAD - (SEE DETAIL) EXISTING GRADE LOCATION ep
- - (SEE DETAIL) w e
80 40 0 80 16OFT _
- -
0 2
SCALE: 1
-- CELL "F., - - - - W v)
- - - - - -- - �EL 358.00 MATCH EX h
� p O v O
0.
cs EL 358.00 - - - 360.00t \
CATCHBASIN RIM - 4 -------- DWL 359.00 ------- -- ------------------------------------------------------------------------------------------------------------------DK4_ 359.00 ----------------- --- - DWL359.00-------- -- -
DATUM LOCATED BY MILL#5 v'� �' 56.50(MAX BOTTOM-SEE TABLE)
EL 3 73.3 7 - - - - -_ - _ - - -- ----- - - - - - - - -- _
CELL ,.�„ -_ - - - - - - -- - -- - - - - -- -- -- - - EL 3 - - = , CELL ,►E., 55�'i/
-- -_- I-I I -- --_- ---_- - --- - - - - - - - - 1�/ ��Q -
:•
s TBM -_ - -- _- _ - - - - - - - -- - - --- - - _- -- - -- -- - - _ BTM 35 1 00
BTM 351.00 -- _ --_ _- - I - �-� � ',- _
' ""DISTRIBUTION OF DEPTH IN WETLAND CELL
NEW 04 TYPE 2-54 - �1 -
R DEPTH RANGE AMOUNT 24193
WETLAND FLOW REGULATOR - - - - -
I ,�,�'� C� T
W1 HIGH FLOW BYPASS -- - --- - -
RIM 370. 00± ____- = WETLAND CELL SECTION ,� 0. 11- to, 25% `Ss,0NQ,L Eck`
FL ( IN) 356. DO o
FL (WETLAND) 356. 00(w/ D. T. ELBOW) NOT TO SCALE 1.0'-2.0' 55/0
FL (BYPASS) 359. 50(w/ D. T. ELBOW) 2.0'-2.5' 20%
XPIRES 11-27-99
DETAIL SHT-5)
y "'FOR CELL 'F"
50LF 18" CMP
,. - ^✓�-� _. _ ON 0. 02 FT/FT SLOPE
TO WETLAND CELL D
CONSTRUCTED RETLAND CELL D
SURFA CT ARTA:10,800 SQ TT
OWL:359.00 y -4
PRAP OUTFALL
l BOITOMELL ij 351.00
,� FL 355.._00 'i' E-•
370
Cie
CK
189 LF 27 CAP - r r :- � -� H 0)
ON 0. 0117 FT/FT SLOPE - � - j� - --- - - - - - t' • r,
FL (OUT) 357.28 _ - - = .� C 3 M
RIP RAP OU TFAL L STD ,, _�� ,
- J
� �`��T-�
F,o ? - - --- -�_ _ CONSTRUCTED WETLAND CELL E 4 o O S- - ` - - _ - - 1 `�1 0�� SURFACTARTA:19,500SQTT
< ti WE TL AND_OOTFAL L
--� f o� /-TYPE 2-48 AH _ DWL:359.00 ti
BEGINNING OF SWALE - ,��.
FL 35 7.28 cy _ _ W/ BEEH I VE GRATE \ BOTTOMELEV.-351.-00 _
1. 0'-2. 0 � `� RIM 359.00- i
DEEP / _ �_ FL 355.20 _
POND ACCESS RAMP_` - (SEE DETAIL SHT-5)
9 7: 1 SLOPE -- - J
\� O. - - 63 LF 18" CAP'
ON 0. 05 FT/FT
LOG BAFFLE
OUTFALL CONTROL Ffio rob, r r_ -
FL 359. 00 _ 2. 0
(SEE DETAIL SHT-5) - DEEP
-RIM 367. 00+ I
CAP EX_F4 OUT 1
FL (llfEr): 363. 00 -
)ITCH_ ExIz to loG ROAc- - - ---- ---- �4„
BYPASS LOCATION - _ - _ ----- 300 LF - Z
6' WIDE BYPASS SWALE FOR INFILTRATION GALL f.O 2.0 - - ---_ --- -�, 0.02 FT/FT
1 .465 LF ON 0. 005 F T/F T SLOPE (PHASE 11, IF NEEDED) DEEP _ _ __ - RI PRAP _
FL ( IN) 357.28 64 LF 18" CAP = _-�.1 ' ----- _----- OUTFALL
�_ �_ ON 0. 03 FT/FT SLOPE EXISTING�UILDING�
FL (OUT) 349. 96 `�_`_� -- - , / __'•��DFFP l p�_ __� _ -- _______ ___ �A_F '353. 85 EX OUTLET � �,.
�•� 30-C�pv cuLvEa
CONSTRUCTED WETLAND CELL F __ - - ��. ,_;�1 se- - ;,, - _ _
EX W-WETLAND
SURFACEARE4:178,000SQFT � � , L' FLOW REGULATOR
l J R 1 M 363. D0+
OWL:359.00 ��, FL BYPASS 359. 50f 24")
WATER DEPTTI VARIES - = -- -
L OUTFALL 357. 00( f8 )
BTMEL356.50MAX / � � LOG BAFFLE `` �------_-- °`c"L�RT ° -- Q;
R I PRAP -/ _
OUTFALL � OUTFALL CONTROL - �� q
**DISTRIBUTION OF DEPTH/N WETLAND CELL FL 353.28 FL 359. 00 -- -360-- S - l _ EX 15"CNIP-WLV
(SEE DETAIL SHT-5) --__-- __ _ _ ___ C FL 360.25
DEPTH RANGE AMOUNT
- - - L 24F CAP --
_ 160 F _ _ - �_
0. 1'- 1.0' 25% 101XI- -- - _ _ ON 0. 056 T/FT `-- _ ' - -Q� ak
_ 14T CMP
1.0'-2.0' S5% _=�` �;_\ OUTTAZL POND_ - -_ RIP RAP OUTFALL �+�w�Rr
12 WIDE GRA VEL DWL:3.�0._00
2.0'-2.5' 20% ACCESS ROAD - - BOTTOMELEiV 3"AO l -- � I _ B�DC �
(SEE SECTION THIS SHEET) -
,�, OUTFAL L ----
INSTALL - FL 350. 60 15�' CMP CULV
TEMPORARY J -
'-�! - �- ACCESS RAMP .�
SEDIMENT POND '` ';y e� - 233 tT EX 48" cnnP SL OPE 7: 1 3s. � �� �
BOTTOM EL 348 _ _ FL,(IN) $49.96 'S O
TOP EL 351 '��QqE FL(OUTj 3d6 92 `_ - E} 15" CMP
(EROSION CONTROL )- - l
F_359
i 2' [H= 1 NS TAL L - - - e 1 A CCESS SL OPE RAMP
HAY-BALE SILTATION -
CONTROL DEVICE - C� `` i 170 LF OF 4' W SWALE _(EROSION CONTROL ) ON 0. 005 F T/F T SLOPE
2"CRUSHED ROCK -SEE OETA 1 L SHT-3 c - _
Ja _ - FL ( IN) 359. 18
190 LF OF 6' W SWALE
� FL (OUT) 358. 33 --
EL 360.oot ONO. 005 F T/F T SL OPE �-
= WETLAND CELL "D" GRAVEL GRAVEL ACCESS FL ( IN) 350- 60 0 O
COMPACT SUBGRADE NOTE: �1 P SLOPE r�x £ _ FL (OUT) 349. 65. .J --- - --- - - ALL DEPTHS ARE � 7.1 RAM
- COMPACTED THICKNESSES POND BOTTOM 35 1.00 _- - - --= -
POND ACCESS ROAD SECTION POND ACCESS RAMP SECTION D v THIS DRAVNNG DOES NOT REPRESENT RECORD
i NOT TO SCALE DOCUMEN- UNLESS CERTIFIED BY HOWARD GODAT, AGENCY NO.
PANTIER 8 ASSOCIATES, INC. SHEET: 4 OF 5
ANYALTERATIONS TO THE DESIGN SHOWN HEREON (99-W)
MUST BE REVIEWED AND APPROVED BY HOWARD INDEX: _99-051r3.dgn
GODAT, PANTIER&ASSOCIATES, INC.
JOB: 99-051
eAgn.9-001746-05107p�Jul 08 1999 13 41 27 PRNJTER750.PLT
15'MIN FILTER FABRIC FENCE NOTESr GENERAL NOTES,•
NOTE.' 1 . FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO i . EROSION CONTROL MEASLRES ARE NOT LIMITED TO THE ITEMS Q,
�� �� 1 'GRAVEL ACCESS THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS
�- WETLAND CELL F ALL SWALES AND DETENTION PONDS SHALL BE SEEDED OR SODDED ON THIS PLAN. THE CONTRACTOR I S ALL
EROSION
FOR THE m =
ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT
WITH A SEED MIXTURE SUITABLE FOR WET CONDITIONS. THE FOLLOWING A SUPPORT POST. WITH A MINIMUM 6-INCH OVERLAP. AND SECURELY INSTALLATION AND MA 1 NTENANCE OF ALL EROSION CONTROL MEASURES. co Q
OR EQUIVALENT MIXTURE MAY BE USED: FASTENED AT BOTH ENDS TO POST. NO SILTATION OF EXISTING OR PROPOSED DRAINAGE FACILITIES
'BEEHIVE"GRATE = `' SHALL BE ALLOWED.. CARE SHALL BE TAKEN TO PREVENT MIGRATION
T ION
(SEE DETAIL THIS SHEET) _ TALL FESCUE................... 65°� 2. POSTS SHALL BE SPACED A MAXIMUM MUM OF 6 FEET APART AND DRIVEN vEN CA
> o =
/ - °� SECURELY INTO THE GROUND (MINIMUM OF 0 INCHES). OFF PROPERTIES. 2 W
-- --- ------------- --- ----- -- ----
-- --------- DWL359.00 -- ------ _ -- - - L .. ......... 10% 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 2. THE CONTRACTORSHALL MAKE DAILYSURVEILLANCE OF ALL EROSION
_ ALSI E CLOVER................. 9% INCHES DEEP AL ONG THE L I NE OF POSTS AND UPSLOPE FROM THE BARRIER. Q oC u C �l
_ CONTROL MEASURES AND MAKE ANY NECESSARY REPAIRS OR ADDITIONS
TO THE EROSION CONTROL MEASURES. THE CONTRACTOR SHALL PROVIDE
4. WHEN STANDARD STRENGTH FILTER L TER FABRIC I S USED, A WIRE MESH
ADDITIONAL EROSION CONTROL MEASURES AS DETERMINED NECESSARY
SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE BY THE CITY INSPECTOR AND/OR THE PROJECT ENGINEER. FAILURE
OF THE POSTS USING HEAVY-DUTr WIRE STAPLES AT LEAST 1 INCH
TYPE 2-54 MH 44
0 1- - I LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TO COMPLY WITH ALL LOCAL AND STATE EROSION CONTROL
'cj - TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 REOU I REMENTS MAY RESULT IN CIVIL PENALTIES BEING LEVIED
�'� ,/ -- --- --- INCHES ABOVE THE ORIGINAL GROUND SURFACE.
AGAINST THE CONTRACTOR AND/OR PROJECT OWNER.
5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED
TO THE FENCE. AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED 3. DURING THE WET SEASON NOVEM8EP TO MARCH ALL DISTUR O
INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 BED SOILS Z 2
SHALL BE S T AB I L I ZED WITHIN 48 HRS AFTER STOP OF WORK. EROSION ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL '
NOT BE STAPLED TO EXISTING TREES. CONTROL MEASURES 'HHLL INCLUDE. BUT ARE NOT L IMI TED TO
EL 356.50 1- a COVERING THE EFFECTED AREA INCLUDING SPOIL PILES WITH
° 2a193
6. WHEN EXTRA-STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS
EL VARIES - _ _- I I i I I . I r --- - USED. THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH PLASTIC SHEETING. STRAW MATTING- JUTE MATTING, STRAW MULCH. F �sT
G
A CAS- - - -_ E. THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE OR WOOD CHIPS. SEEDING OF THE DISTURBED AREAS SHALL TAKEIOIVAL E�
m --- --- POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. PLACE AS WEATHER PERMITS.
OQ --- 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE xPIRES 11-27-99
-- I--_ - - -- -- I I I -� I�i ! i I ! I i GEOTECH 8"MIN v
--
-- - -- -__ ' I AREA HAS BEEN PERMANENTLY STABILIZED. 4. ALL SEEDED OR SODDED AREAS SHALL BE CHECKED REGULARLY
--- --' I - - -- --,- FABRIC �� -
1 I i I I - 1
--- 8. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH TO MAKE SURE VEGETATIVE COVERAGE IS COMPLETE. AREAS SHALL BE
- a
RIPRAP I - RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL . ANY REPAIRED, RESEEDED. AND FERTILIZED AS REQUIRED.
OUTFALL8" --- ec�• _ - REQUIRED I RED REPAIRS SHALL BE MADE IMMEDIATELY. iD
_---- 5. ON A DOWNSL OPE OF MORE THAN 5%
@ 003 I I NO MORE THAN 500 L F OF TRENCH
SHALL BE OPENED AT I�,NE TIME
-- - -- - - -- -- - -- __I
6 EXCAVATED MATERIAL I A� ALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.QC�
BILIZED CONSTRUCTION ENTRANCE NOTES.• u5
-FL 351.00 --- --- I --i -I I I MATERIAL SHALL BE 4 TO 8 " QUARRY SPALLS AND MAY BE TOP- 0 r.
---- --- - --- - -- - - -: �I �-_ I I I I � - -I � ---- I' I ( I
DRESSED WITH 1 ' TO 3 ' ROCK. (STANDARD SPECIFICATIONS).FI CATIONS). 7. TRENCH DEWA TER I NG DEVICES SHALL BE DISCHARGED I N A MANNER THAT WILL
-- - FL 2 NOT ADVERSELY AFFECT FLOWING STREAMS. DRAINAGE SYSTEMS OR c
- I ----I -- _ ,-, - THE ROCK PAD SHALL BE AT LEAST 12 INCHES THICK AND 100 FEET Z
_,
--- LONG. WIDTH SHALL BE THE FULL WIDTH OF THE VEHICLE INGRESS AND OFFSITE PROPERTIES. W` � m
I --
-I I I EGRESS AREA. SMALLER PADS MAY BE APPROVED FOR SINGLE-FAMILY •� O
RESIDENTIAL AND SMALL COMMERCIAL SITES. 8• ALL DISTURBED AREAS SHALL BE SEEDED OR Sk 1DDED UPON COMPLETION U
OF WORK . THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT
WETLAND CELL PLANTINGS 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER , ' 1
WETLAND OUTFALL FUNCTION OF THE PAD. COMPLETE COVERAGE OF THE DISTURBED AREAS I S PROVIDED & THAT 2 N
PLANT THE FOLLOWING NURSERY GROWN WETLAND PLANTS 6'WIDEBYPASSSWALE GROWTH OF THE VEGETATION IS ESTABLISHED.
AT 3 ' SPACING IN HOMOGENOUS GROUPS PER THE MANHOLE TYPE 2-54 4. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE
NURSERY RECOMMENDATIONS FOR TIME AND GROUND MOISTURE: DETAIL WHEELS. THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE
ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA
COVERED W 1 TH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A V�
1 GROUP OF 10 IRIS SPECIES SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE.
1 GROUP OF 10 SAG I TTAREA SPECIES ( ARROWHEAD ) NOT TO SCALE __ 41
1 GROUP OF 10 SCIRPUS SPECIES (BULRUSH )
1 GROUP OF 10 CAREX SPECIES (SEDGE ) W U �c
/ FILTER FABRIC MATERIAL 60" WIDE ROLLS Z � � � �
1 GROUP OF 10 JUNCUS SPECIES (RUSH ) /
5 CORNUS F 1 I N I FERA (RED OSIER DOGWOOD ) _ /' USE STAPLES OR WIRE RING TO ATTACH H ►�
FABRIC TO WIRE X. 0 1 en
en
5 SPIRAEA DOUGLASII (SPIREA ) /
�- 2"X2"X14CA. WIRE "� X.
0 3 � -�•
FABRIC OR EQ UI V
ALL SPECIES SHALL BE TOLERANT OF FREQUENT INUNDATION DISCHARGE ,s �SRFovYR� H o
6 MIN.
TO 3 ' . REGULAR INUNDATION TO 1 " . AND POSSIBLE PIPE �_-_____-_-__------_-_
EXTENDED SUMMER DROUGHT.
__ / QPJrG� 0 8 0 °0° I0.4
o O
PLANT DOGWOOD AND SP I REA EVENLY SPACED AT THE LOW '
WATER LINE NEAR THE TOE OF THE SLOPE• FLO / �S� go>Ovo °
sy /-
AL TERNATE PLANTINGS MAY BE PROPOSED. DENSITIES SHOWN '°°G $ �'° °8 ° `O --T` ------------- -i -----
- I ---
MUST BE MAINTAINED AND "PEST" PLANTS. REED CANARY GRASS, YFF/ b0000 °o 0000 �° °oo p 0 i 6'MAX
CATTAILS, PURPLE LOOSESTRIFE, ETC. . SHALL NOT BE USED. - - - / ° °� °
- - - - ROCK THICKNESS /' 100 °Og °° o°° �°0
THE ABOVE PLANTING GROUPS ARE PER 1 500 SO FT OF POND AREA . I MIN. 11", MAX 14" _ oS ooQOO° `I
0°0 00 °O Lb ,.� 2' 4•' WOOD POSTS, STANDARD OR BETTER OR BURY BOTTOM OF FILTER MATERIAL
-- EOL AL ALTERNATE:STEEL FED S IN 8"X12" TRENCH
R=25'MIN CE POST
GEOTEXTILEFABRIC - --- - - - _ --- -- - _ --
- FILTER I'ABP.IC �D
RIP RAP OUTFACE DETAI� 4"-s"QUARRI'SPALLS p �PROVIDSIEGR IMDTHOF 2"X2"X14GA WIRE �\
12"MIN. DEPTH INGRESS/EGRESS AREA. 15'MIN o
FABRIC OR EQUIV
c'Q9p� >LE ,� PROVIDE %4"-1%Z" WASHED
RIM 37o.00f � STABILIZED CONSTRUCTION
�NTI�ANC� GRAVEL BACKFILL IN TRENCH. /
--- - -
-- - - - - AND ON BOTH SIDES OF FILTER '
- - - RIP RAP SHALL CONFORM WITH SECTION 9-13.1 OF THE STANDARD SPECIFICATIONS \\\\
FENCE FABRIC ON THE SURFACE
- -- -- - - - - RIP RAP SHALL BE REASONABL Y WELL GRADED ASSORTMENT OF ROCK WITH THE
- - _ - - -- --- - FOLLOWING GRADATION:
B"MIN
p - - 2"X4'" WOOD POST Z
- - --- -- - -- ARMOR DITCH A MIN, OF 4'IN EACH DIRECTION FROM OUTFALL, 20"x 24"
- - - - -- --- _ POSTS
C - - D_ _ a �O"x 12"
189 LF 27" -� -
- - --- MAXIMUM STONE SIZE,,,,,,,,,,,,,, 11"
@ 0.0091 TO
- FILTE FABRICFENCE DL'TAIL
DOWNTURNED o MINIMUMSTONESIZE..............82 W
BYPASS SWALE TYPE 2-54 MH -
ELBOW - - -- --- ! 11/2"
FL 359.50(BYPASS) - RE-LAY EXrd
D --- - C- O 1 I I 18"x 22" �
STORM LINE 0
50 LF 18" P.
@ 0.02 - - - APPROX WEIGHT: 100 lbs.
FLOW
MATERIAL:DUCTILE IRON, A-536 CL 80-55-06
- - BEEHArVE GRA TE
FL 356.00 _ D'
FL 356.00(WETLAND CELL D) ;_ -
20OR USE 24'REV H ME
- - 0
-
- -- - 2"GALV. STL. SAFETY-
- - - - -- 12 GA
GRIPSTRUT OR EQUAL
FL 352.00 ---- - -
---
4X6 DOUG. FIR
-- - - - STOP LOGS IN c�
i� 118 "BENT STL � EL 362.00 �I
SAFETY GRATING-� 1 314 "X 3"GALV. STL. GUIDES.
LOCKED DOWN ANGLE IRON W1
WETLAND FLOW REGULATOR 114 "DIA. NELSON
STUDS @ 12"O.C.
EMBANKMENT NOTE. � GRA TING SUPPORT! SLAB
' EL 356.50
ALL EMBANKMENT MATERIAL SHALL BE SELECT NATIVE MATERIAL OR IMPORTED 118 '"BT STL. PLATE GRATING NOT O
SELECT MATERIAL. ALL EMBANKMENT MATERIAL SHALL BE PLACED& COMPACTED TO GALVANIZED SHOWN FOR
95% OF THE MAXIMUM DENSITY PER WSDOTIAPWA STANDARDS 2-03.3(14)C. ALL W1 114 "X 2'"NELSON I CLARITY. SEE O
STUDS @ 12"O.C. I 3'X 6'WIDE OPENING OUTLET SECTION O
EMBANKMENTS FOR ROADWAYS, BUILDINGS, ETC. SHALL BE PLACED PER METHOD C. DWL 359.00 I IN CONC WALL
ALL OTHER EMBANKMENTS SHALL BE PLACED AS PER METHOD A. THE AREAS TO BE o�j FL 356.50 p
FILLED SHALL BE CLEARED& GRUBBED PRIOR TO PLACING ANY FILL MATERIAL. A EL 358.00
I
GEOTECHNICAL FIRM CAPABLE OF SUCH WORK SHALL SUPERVISE ALL FILL I
PLACEMENT& SUBMIT INSPECTION& COMPACTION REPORTS TO THE 4" I
PROJECT ENGINEER. NO FILL SHALL BE PLACED DURING PERIODS OF EL 356-50 STOP LOG
UNFAVORABLE WEATHER OR WHILE THE FILL IS FROZEN OR THAWING. WHEN WORK 3:1 GUIDES, TYP P
IS STOPPED BY RAIN PLACEMENT OF FILL WALL NOT RESUME UNTIL THE TOP 2. WALL
STOP L OG GUIDE EL 351 00 EL 362.00
GEO TECHNICAL FIRM DETERMINES THAT THE MOISTURE CONTENT IS SUITABLE FOR ; 4X6 DDUG. FIR
COMPACTIVE EFFORT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL / o STOP LOGS
AND REWORKING OF ANY FILL THAT HAS SOFTENED OR HAS LESS THAN THE REQUIRED #5 REBAR @ THIS DRAWING DOES NOT REPRESENT A RECORD
COMPACTION. ALL DISTURBED SOILS SHALL BE SEEDED, MULCHED OR OTHERWISE 12 0.0 OUTLET SECTION DOCUMENT UNLESS ENCY NO.
PROTECTED FROM SHEET WASHING AS SOON AS POSSIBLE. ALL DISTURBED SOILS EA. WAY OUTLET DETAIL PAN &ASSOCIATES,INCNC CERTIFIED BY HOWARD GODAT, i SHEET: 5 OF 5
SHALL BE PERMANENTLY STABILIZED BY SEEDING BY THE END OF THE I LOG BAFFLE DETAIL ANY ALTERATIONS TO THE DESIGN SHOWN HEREON (99-0m)
CONSTRUCTION PROJECT. MUST BE REVIEWED AND APPROVED BY HOWARD INDEX: 99-051drign
GODAT" PANTIER&ASSOCIATES, INC.
JOB: 99-051
e.dgn,W00049-051A.apn Jul 01.IM 1008a0 PRllTER75°.DLT