HomeMy WebLinkAboutSite Drainage - PLN General - 3/24/1997 i
NIITCHELL LUMBER
SITE DRAINAGE
LNO L��R
� ®F WASH!
.p 952,1
SjotVAL
EXPIRES , 3�
PREPARED FOR
JEFF MITCHELL
P.O. BOX 310
BELFAIR WA 93528
(360) 275-2090
PREPARED BY
MEL HOLGERSON
713 BAY STREET
PORT ORCHARD WA 98366
(360) 876-1974
, w
The subject 1.5 acre site is located on the west side of SR 3 about 1/4 mile
southerly of the North Shore Road Junction. The developement of the site
proposes the replacement only of the warehouse and shed that collapsed during the
recent heave snow storms. No increase in impervious surface area is planned and
runoff rates will not be increased.
The site is almost entirely paved and drains into an unnamed creek flowing
in a southwesterly direction. Said stream is not listed on the inventory of state
fishery streams and consiquently no fishery development permit is required.
There is no room on the existing,site for storm retention or bio-filtration
Swale. After discussion with both Mr. Mitchell and Allan Tanja of Mason County
Storm Water Division, it was agreed that if the surface water from the lot was
directed to a multi-compartment oil separator and clarifier the over all impact to the
creek would be reduced by collecting possible pavement surface runoff and
retaining them in the 1000 gallon facility.
Precast curb is being added along the west side of the site along with
replacement of two substandard inlets. Surface water from roofs of both new
structures and the existing building are being directed to the stream in a separate
closed system. This will reduce the overall amount of storm water necessary to be
treated by approximately 20%.
A 6 inch ADS pipe will direct flows thru the oil separator. Heavier peak
flows will bypass the oil separator via an 8 inch ADS pipe provided @ a higher
elevation.
END OF REPORT
REVISIONS: '
INSTALLATION INSTRUCTIONS FOR "USE" 4
BRAND WEDGE-TYPE ANCHOR BOLTS. EXISTING BUILDING F� GENERAL NOTES
49'-b'
I. CONTRACTOR TO VERIFY ALL DIMEN510N5 A CONDITIONS.
TH E �RO�REPORT AND D15GREPANCIESTO THE OPI R PROJECT MANA&ER � DATE: 3/10/97
2. GONTRACTOR TO REFER TO SITE PLAN A5 PROVIDED BY JOB If NE 961 340
5' � OYR FOR sere GONDIrIONS.LDLAnONS.AND GBADEs:
/8 «1
A ' PROVIDE F FOR ITS PROPER ENGINNEERIH6 AND INSTALLATION AS BASED
J } ON 50IL BEARING AND LOADING CON DITION5. _ SALESMAN: REH
8'
•. •. •. 4. ALL DIMENSIONS TO SLAB EDGE OR P05T CENTERLINES
' 7------------------ - -- - --- , UNLESS NOTED yt DRAWN BY: ETL
`• •. _••�— S. SEE SHEET FOR RACK SCHEDULE AND DETAILS. $ CHKD. BY:
6. THE POUNDAn0N 15 DE516NED AS,A'FLOATING SLAB-. IT IS (�
' MEANT TO MOVE DURING PRF.EZE-THAW CYCLES. THE STRUCTURAL
• INTESKITY OF THE FRAME WILL NOT BE AFFECTED BEGNiSE OF ITS
STEP 1, DRILL HOLE STOP 7: WITH NUMASNER 2OL(�' IT IS REGOMhENDED FLEXIBILITY. IS B 3
112•TO I'DEEPER THAN IN PLACE.INSERT BOLT
ANGIIOR EMOEDMENT, AND TAP INTO POSITION THAT CONTROL.JOINTS 1. SOILS REPORT WA5 NOT AVAILABLE. THUS.THE SUPPORTING SOIL .
BE GUT ABOVE THE 15 A5A#,IEO TO BE INOR6ANU4 POTM A CAPACITY Of-I TON PER
n11CKENED SLABS 5CUARE FOOT(2000 pot). OMER M15T VERIFY THE CAPACITY.
/--
1 AT THESE LOCATIONS.
SEE PET.5,SHY.F-I
i ._» 6. CRACKINS CAN OCCUR IN CONCRETE SLABS AS,A RMJILT OF UNEVEN -
------------------ --------------------------------------------------------------------------------
•SETTT.EML'I'TT OF THE 501E OR E1Q'ANSIOW4ONTRACTON CAUSED BY THE -
SU 0•ERMUNTER CYCLES. EXPANSION JOINTS ARE STRATBGILALLY d ■■
4' 24-9' PLACED TO ALLOA FOR EXPANSION CONTROL JOINTS,ARE INTENDED
--------------------------------------------------------------------------------»-------------
-------- -, 5 USETO D O MCIR C ON ZE THELLEP SIZE A KLRACKS SNOLED THEY FABRIC(—I)
J "! 3 1. PROPER INSTALLATION OF CONCRETE 15 IMPORTANT TO MINIMIZE W E
CRACKS AND OBTAIN DESIRED CONCRETE STRENGTH
F, CURING, A MnNR�JM AMONIr oR C11RIN6 IS BEGONE¢/mEC TO OBTAIN
y A DURABLE HARD CONCRETE. THIS LAN BE OBTAINED BY >!
2I' - COVERING THE SURFACE WITH 1/IS6IJ@'N'PLASTIC IMMEDIATELY S
.. AFTER THE CONCRETE HAS HARDENED. LEAVE PLASTID IN
• • PLACE FOR A MNIM.M OF l DAYS. -
•' GOLD DO NOT ALLOM CONCRETE TO FREEZE POR AT LEAST l DAYS m
STEP 5, PINCER TIGHTEN WT STEP 4, IF ANCHOR SPINS IN AFTER CONCRETE LE SET. POLLON REC414CA TINS'.N 0P AG
sTr TIGHTEN AN ADDITIONAL THE HOLE,FORGE ANSPINS UP L�3 DOGIEM 506 TITLED-GOLD WEATIER GONCREnNG••
I-
' ' _ NOT DO NOT ALLOW SURFACE r0 DRY BEFORE APPLYING YISGLEBf
5/5 TURN WIM YIRENGII. U51N6 A SCREYIDRIVER UNTIL
CLIP BINDS IN CONGR TE -------------»-_-_-----«»»« --.__---»--_»-«-»_-»--__»---«----_«-----.-_---»«-»»---------«---«_-_«--_-_«_«-.«--«--.. CEATMER:OFA CA OR OTHEtIeNT CURING w 140 P011.OW RELOMEEINS". H1
PROCEED FUTH STEP 5. 4,' - OF AGI DOCUMENT 505 nTLED•NOT H•EATIER LONC.RETNS.
--._-»«.»-.3a.-Z7•--_--«-«---»---------------_._-._-----------------»--------- _-»--------»--------««-----«----.---. 10. TO BE DOW PSI IN 2b SAYS MTN 6%AIR ENTRNNM.ME
9 cs
65 kN
NOTICE 21'
KRAUTER STORAGE SYSTEMS IS NOT LIABLE FOR AM STRUCTURAL, _ it. SLAB TO BE LEVEL VnTHIN 2 V8- N ALL DffMCTK*M
WATER
OR COMPONENT DAMAGE AND/OR,FAILURE DUE TO AN E F by
IMPROPER FOUNDATION, POOR OR IMPROPER INSTALLATION i V Cb
PROCEDURE.AND/OR HANDLING. L W
— a
J
--•-------- --- ---- --- ---------•-
I'
1 25'-0' i---23'-0'-� 23'-0" l
E.J. E.J. I W 0
E.J.
92'-O
FOUNDATION PLAN' . DRAIN BY OTHERS
04 REBAR RAN CONTINUOUS "NOTE: ALL HATCHED AREAS ARE THICKENED— 5
THROUGH THICKENED FOOTER (REFER TO SECTION BELOW)
SLOPE GRADE AWAY ® 18'o/c, TYP. F�
FROM FOOTER FIBERGLA55 REINFORCED
NC .(PER OWNER)
UNDISTURBED SOIL CORETE - 5' 12' C
V1
OR COMPACTED
TO A BEARING ttc J
CAPACITY OF
2000 .51.
REFER TO FOUNDATION 2'-b" ` 8'-O' 20'-b' 4'-0- 21'-O' 4'-O'
NOTE 1.THIS SHEET hhh
a
_4 SLAB 'SECTION m o 0
F� SCALE 1/4"=T n Q
J
CON-.SLAB 1!I'TMC
\ /-FREH"10.DED 16HT FRAME
ASPHALT 04 REBAR RAN CONTINUOUS
THROUGH THICKENED FOOTER 2-1/2'VIA.x 5'
GUT I' CONTROL JOINT ® 18"O/C TYP. WEDGE TYPE ANCHORS SEAL
PEA GRAVEL 'X 6'X 3/6'FOOT PLATE R
+ +• S
4'-0' _ 2 ANCHORING DETAIL
S_ EXP. JOINT DETAIL 5 CONTROL JT. DETAIL F� AT PALLET UPRIGHT BASE SHEET NO.
F7 SCALE: I �" = I'-O" F7 SCALE 1/4-mT F-1
OF