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1 1 of
SATE OF OREGON MILITARY DEFARTA�E��T
SCS PARKING FACILITY
TIGARD—OMS
10,51 7 y
T JB /?/Z NK/A' CNC ;�V�E RING; In(-'.
-� - - -- _ P. O. BOX 787 YVARRENTON, OR. 97746
--- 0 ECOt: /50-3 861 -0,7179
65T AVE- S, TIGARD—OMS
��"JA��N E700 SW OAK, TIGARD, OR. 97223
REPI�YVS 12/31/02
PAGE 1 OF ,i 0-7128 F !I 1 3 11 -F;51
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I CH to I
18_'__ \
-�-
---�- - y9' CONCR TE SLAB •\ �
13 \ DETAIL SITE PLAN
SCALE: 1" _ 10'
DETAIL SITE PLAN \
O \ \ \
SCALE: 1" = 10
PP SET CURB 10-FEET \ \ REQUIRED WORK TASKS:
07
SECURITY FENCE -0- FROM FENCE LINE
X �X � OBTAIN ALL NECESSARY PERMITS AS MAY BE REQUIRED 8Y LOCAL AND STATE AGENCIES
EXISTINGx CURB LINE -- X x FOR CONSTRUCTION OF IMPROVEMENTS. PROVIDE ALL NECESSARY ELECTRICAL SERVICE
EXISTING x X X FesWH
_ X SECURITY x ` PER GOVERNING CODES. EN COMPLETED, THE IMPROVEMENTS ARE TO BE OPERATIONAL
EXISTING TRAILER
CURB LINE CO -'x"-' X-� AND READY FOR USE. CLEAN UP IS AN ON-GOING DAILY REQUIREMENT,
PARKING SPACES-_-,,,1
-Till
F- VERIFY LOCATION OF UNDERGROUND UTILITIES WITHIN WORK AREA. ADJUSTMENT OF GRADES
1 ( I I I I \ OF NEW FACILITIES, OR RELOCATION OF EXISTING PIPES AND WIRES MAY BE REQUIRED.
3 I I I I I
15 ------ I UONSTRUCT 28 x99 REINFORCED CONCRETE CONTAINMENT SLAB, WITH GUI FER AND CURBS.
LEADING EDGE OF SLAB TO SET 6-INCHES ABOVE EXISTING ASPHALT PAVEMENT TO CONTROL
SURFACE DRAINAGE. SAW-CUT BACK ASPHALT 24-INCHES IN FRONT OF LEADING EDGE OF SLAB,
PLACE NEW ASPHALT TO MATCH NEW SLAB WITH EXISTING ASPHALT GRADE. REAR EDGE OF NEW
CONCRETE SLAB TO MATCH EXISTING ASPHALT GRADE.
_ -- --------------------------- ----J O 0-
\O \ �� O INSTALL 506-LA VAULT WITH H-20 TRAFFIC LIG AND 4-INCH FLOW STOP VALVE.
�� O \ \ F,L INSTALL 660-CPS VAULT WITH H-20 TRAFFIC LID FOR AN OILY/WATER SEPARATOR.
f 18' 60 \ INSTALL 1-EA 71 2_GA ✓AGCY AND 1-EA816-GA VAULT WTH STANDARD MANHOLE TYPE LIDS FOP
\ STORAGE VAU'_T.
28'x99 CONCRETE SLAB �� I
I
NA \ .; INSTALL MINIMUM SCHEDULE-40, 4-:NCH DIAMETER TO CONNECT VAULTS AT GRADES SHOWN.
INSTALL CLEANOUTS WITH LIDS, AS REQJ!RED.
RK�NC�
C� INSTALL IN THE STORAGE VAULT A HIGH WATER SENSOR WITH CONNECTING LOW VOLTAGE
WIRING IN CONDUIT. REFER TO ATTACHED SPECS.
Ex�SP�RK�NC' - PLACE ALARM ENCLOSURE ON OUTSIDE SOUTHWEST FACE OF STORAGE BUILDING, APPROXIMATELY
6-FEET OFF OF THE GROUND, FACING SHOP BUILDING, CONNECT TO EXISTING ELECTRICAL SERVICE
EXISTING 12" STORM DRAIN IN BUILDING. CONNECT TO LOW VOLTAGE SENSOR IN STORAGE VAULT, WTH CONDUIT AND WIRE.
) i pRP 10 BACKFILL. ALL PIPE AND VAULTS WITH 3/4"-0" CRUSHED ROCK, COMPACTED, AND LEVEL WITH
SURFACE.
/ 1? IMPROVEMENTS CONSTRUCTED AS PER 1990 APWA STANDARD SPECIFICATIONS.
/ CB yr O
�f\ 12 REPLACE/RE:PAIR SECTIONS OF ASPHALT PAVEMENT DAMAGED BY CONSTRUCTION. REPLACE
CONCRETE / � PAVEMENT STRUCTURE TO MATCH EXISTING, MINIMUM 3-INCHES OF GLASS 'C' ASPHALT IN 2-LIFTS,
SLAP AND i2-INCHES OF COMPACTED 3/4" -0" CRUSHED ROCK.
/ 13 THE FINAL GRADE OF THE MANHOLE LIDS ON THE STORAGE VAULTS AND THE ACCESS DOORS
14 n x ON THE FLOW STOP VAULT AND THE OILY/WATER SEPARATOR VAULT, FO BE SET 1-INCH ABOVE
EXISTING ASPHALT GRADE, TO PREVENT SURFACE WATER FROM ENTERING VAULTS. MATCH
/ I EXISTING ASPHALT WITH A MINIMUM 4/1 TAPER.
FP /
4-INCH DRAIN LINE TO VAULTS AND CATCHBASIN TO FOLLOW EXISTING GRADES WIT'; MINIM;IM
9 / I 12-INCHES COVER. CONNECT DRAIN PIPE TO EXISTING CATCHBASIN, 20-INCHES BELOW LID GRADE.
15 CONSTRUCT ASPHALT OVERLAY AT SOUTH END OF NEW CONTAINMENT SLAB TO RE-GRACE
x PAVEMENT.
SITE PLAN I I
I
I
I SCALE: 1 20' I I REFERANCES ARE MADE TO SPECIFIC MANUFACTURED PRODUCTS IN ORDERR TO
SP\A I FACILITATE THE DESCRIPTION OF WORK. SUBSTITUTIONS CAN OF COURSE BE MADE
x�sI\NG NG �0� I I I WITH PRODUCTS SIMILAR AND EQUAL. BIDDER/CONTRACTOF -0 SUBMIT PROPOSED
I E PPRK I x SUBSTITUTIONS FOR APPROVAL BEFORE INSTALLATION.
O I I
A. VAULT REFERANCES ARE TO THOSE MANUFACTURED BY UTILITY VAULT
I COMPANY OF WILSONVILLE OREGON, 50_ 682.2.844
1 0 I I
B. FLOW-STOP VALVES ARE MANUFACTURED BY ENQUIP, CONTACT
= I I REPRESENTATIVE JOHN LEONARD, 206.660.1833
Q I C. SENSORS ARE MANUFACTURED BY ITT" FLYCT, 503,240.1980
(
V) I Q I D. POLYCAST GUTTER FOR CONCRETE SLAB MANUFACTURED BY STRONGWELL
f ;u I� CONTACT PAT MERRIMAN AT MASON SUPPLY, 1.800.537.3407
I I II
ryl
G) I <17) `TLD ALTERNATE 111: REPLACE CONCRETE_ CURB ALONG WEST SIDE OF' SLAB WITH A 99'x6' HIGH
I 8"x8"x16" CONCRETE_- BLOCX BARRIER WALL. SEE DETAILS. PAINT 'SAND COLOR'.
I I
I I I
7_
I
STATE OF OREGON MILITARY DEPARTMENT
I ,
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I I I SCS PARKING FA.,iI_ITY
PROF
° esu, TIGARD—OMS
G I N E F�
1G0,�-51- �--p? �NGIV �_EHiNl/7 c,JERNRYN EAITOA, OR. 9,1-7 1P. U. BOX 187 6vARR
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OREGON
x—J �`� <► 13 , `'� SITE DETAIL oak scr.6700
�NJA w11N PLM2001-00542
SECURITY FENCE - - 2�r a
RENEWS 12 31 02
PAGE 2 OF 3 0?;21 8/01 FILE: 1-141-652
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CONSTRUCTION CONCRETE CONTAINMENT _SLAB_ NOTES FLOW TO
_ _. STORAGE fi'_Q•
1. REINFORCING STEEL FOR CONCRETE SLAB: - I VAULT
CONSTRUCT BOND BEAM ON s 4" PVC�/ c DEFORMED ,TFCC BAR, GRADE 60, MINIMUM LAP=20", PLACE ON 16 GF iD,
TOP LAYER, 2-#4 REBAR, C5 , . OUTLET
SET 1-1/2" TO 2" CLEAR OF BOTTOM. CONCRETE FILL AND CAP I -j � � _ ,,;.: �
• � Q = Q :'�— � VALVE W STOP C rL ,
r ,
t� ,
2. CONCRETE FOR SLAB: _ Z
- Q hip.
#5 VERTICAL BAR � FL W - '
A. REDI-MIX QUALITY CONFORMING TO ASTM C-94 WITH TYPE-II PORTLAND CEMENT. p a� FLOW / -- 0 �- - �FL0W ..
4 32 0/C, CONCRETE/ -- �.. 1 7 m 0 D CEMENT CONTENT Tt? Bc` &-1/2 BAG MIX. GROUT FILL CEL_LS WITH 0REBAR. 0 a a 00
B. NORMAL SIZE FOR COARSE AGGREGATE NOT TO EXCEED 3/4-INCH, CONFORMING __ UTILITY VAULT `'TO ASTM 1-33. -- cn m #506-LA
L
C. MAXIMUM SLUMP = 3", AIR ENTRAINMENT = 6.5'o PLUS/MINUS 1,5%, MAXIMUM LAP REBAR
WATER/CEMENT RATIO = 0.45, ANY WATER ADDED
TO THE MIX SHALL BE INCLUDED MIN' 16 `� J ,
4,-8" _ 3 x 5' DOUBLE DOOR
`_ -HATCH FOR H-20 LOADING
IN THE MIX DESIGN.
L____ I-�--- r
G. AFTER ALL BLEED WATER HAS DISAPPEARED, THE SURFACE SHALL BE FLOATED WITH INSTAI._L (2) #4 BARS r. -- - - GRADE _ EL.F•V=SEE NOfE.
MAGNESIUM OR ALUMINIf.i TOOLS, AND THEN GIVEN A MEDIUM BROOM FINISH. NO STEEL GRADE-50 • LEVELING COURSE 4-INCH PIPE TO = -nTn1� :
FINISHING TOOLS SI-:ALL BE USED, EXCEPT FOR EDGES. COrvCRETE, VARIES STORAGE VAULT -�--� FOP• WITH H-20 HATCH r o
BROOM STROKES SHALL_ BE � N
PARALLEL TO THE DIRECTION OF SURFACE FLOW. FINISHED SURFACE SHALL BE FREE MINIMUM 4-INCHES 4" PIPE FROM
FROM POROUS SPOTS, IRREGULARITIES, DEPRESSIONS, SMALL POCKETS OR ROUGH SPOTS. _ _ GR/kDE V= E NOTE ( TO DISCHARGE
—I- FLOW-STOP VAULT
=w-ffi-1 -1Ti l-�-`� $ , II11 111 _rr_ - - - - - - -E. COMPRESSIVE STRENGTH OF STANDARD SPECIMEN CURED UNDER STANDARD LABORATORY TYPICAL 8-INCH `D 1L„ tO 4" PVC I '•••••
CONDITIONS FOR MOIST CURING SHALL BE 4,000 PSI AT 28-DAYS, AND NOT LESS THAN 97% CONCRETE SLAB 4" PIPE FROM r �� 4" PIPE TO INLET -� o•• •�•
OR 3,800 PSI, i
LE •o •
CONTAINMENT GUTTER OILY WATER SEPARATOR
F. MINIMUM CONCRETE SLAB THICKNESS SHALL BE 8-INCHES WITH EDGES TH!CK.EN 12" /
STATIC •....'
TO 12-INCHES AND TO WHERE NEW CONCRETE MEETS EXISTING CONCRETE. _ #5x24" VERTICAL WATER '
r
BAR 032 O/C LEVEL h_1 "° • •••`
3. SUBMISSION CF CONCRETE MIX DESIGN: _ ��CONTRACTOR SHALL SUBMIT A CONCRETE MIX DESIGN TO THE PROJECT REPRESENTATIVE, _, - :. .''1FLOW-STOP--,,-
THE ••;
4-INCH
PRIOR TO THE DELIVERY OF THE CONCRETE', FOR REVIEW AND APPROVAL. THE MIX DESIGN t... • ' 4.. . , ,' �, - - --� 1: ••
VALVE (ENQUIP) 0 see
S.� ALL FURNISH SUFFICIENT EVIDENCE, SATISFACIORY TO THE PROJECT REPRESENTATIVE, '' r: " '',•• '�,, .;.',: •'•' �: _ �__-� •' '...,.
THAT THF: MATERIALS TO BE USED AND PROPORTIONS SELECTED WILL PRODUCE CONCRETE • . : '• '�' ':. • • ••' : •:', ., ' � 6'-0„ I •• o� I
OF THE QUALITY SPECIFIED.
•ONCRETE BLOCK BARR ER WALL DETAIL
I
4. FORMWORK; --- ----- . ,; -
h T.S.
FORMS SHALL 6E STRONG AND RIGID AND HELD TIGHTLY IN-PLACE. FORM SURFACE SHALL BE OIL WATER SEPAF � WTOR DETAIL
CLEAN, THEY SHALL BE TREATED WITH A SUITABLE. FORM OIL OR OTHER COATING THAT '.JILL 6" '
PREVENT THE CONCRETE FROM STICKING TO THEM. THE OIL OR COATING SHALL BE BRUSHED „ „ FLOW STOP VAULT _ NOTE:
1/2 RADIUS I 1 RADIUS S 0 DETAi N.T.s.
OR SPRAYED EVENLl OVER THE FORMS AND SHALL NOT 8E PERMITTED TO GET ON CONSTRUCTION � � N.T,S. _ ALL PIPE AND CONNECTIONS
JOINT SURFACES OR REINFORCING BARS, WHICH WILL CAUSE IT TO INTERFERE WITH FOND. CURB CONSTRUCTION NOTES: T O VAULTS TO BE WATER-TIGHT. 1
} FORMS SHALL BE REMOVED ONLY AFTER 'THE CONCRETE HAS ATTAINED SUFFICIENT IZENGTH INSTALL (2) #4 BARS -;!7;' 1. PORTLAND CEMENT CONCRETE SHALL OBTAIN A 28 DAY GROUND RODS TO AE
THAT THELE WILL BE NO NOTICEABLE DEFORMATION OR DAMAGE TO THE CONCRETE. IN COLD >'''
WEATHER, FORMS SHALL NOT BE REMOVED WHILE THE CONCRETE IS STILL WARM, GRADE-50 COMPRESSIVE STRENGTH OF 3300 P.S.I. LOCATED AT BOTH ENDS STEEL ANGLE EDGE PROTECTION ACI_ VAULT ASSEMBLIES
5. TEMPERATURE LIMITATIONS: OF EACH PARKING BAY �- PLACED ALONG DRIVING EDGE TO BE WATER-TIGHT.
8 2. CONTRACTION JOINTS SH aLL BE PLACED AT 15 FOjr (TOTAL OF 18 GROUND RODS) OF CONCRETE SLAB
UNLESS AUTHORIZED IN WRITING, MIXING AND CONCRETE PLACEMENT SHALL BE DISCONTINUED '' ; MAXIMUM INTERVALS WITH 1-1/2" DEPTH. CONCRETE CURBS TU BE — � CONCRETE 16" LONG x 2" DIA. PVC
WHEN A DESCENDING, AIR TEMPERATURE REACHES 35' F. OR LOWER. WHEN CONCRETE illlzrl= LOCATED AT ENDS OF SLABS I I SLAB SCH-4U PIPE SLEEVE,
'i
PLACEMENT IS AUTHORIZED DURING COLD WEATHER, THE TEMPERATURE OF THE MIXED GRADE_ O I O I O I O AND EDGES NOT OPEN TO I , --�'- SET FLUSH WITH TOP
CONCRETE SHALL EE NOT LESS THAN 50' F. AND NOT MORE THAN 80• F. AT THE "ME OF 1—'111-111=111:___111-11 I--1 i. 1 I I THRU TRAFFIC I j / SE CONCRETE SLAB
PLACEMENT. WHEN CONDITIONS ARE SUCH THAT EXTREME EVAPORTATION OR SURFACE =ITT=ITT=SIT-T�=1 : TTT� I I I
.,
MOISTURE MAY OCCUR PRIOR TO APPLICATION OF THE CURING COMPOUND, IT MAY BE 9 TYPICAL 8-INCH I J I I I I
ESSENTIAL TO PLACE CONCRETE AT NIGHT OR IN THE EARLY MORNING. CONCRETE SLAB �
GUTTER STAKTS ' I ' w I I GUTTER STARTS I I PLACE 8-F"T '
ars cL I -•- LONG x 5/8 D,A.
6. CONCRETE PLACEMENT: WITHIN 12 OF CURB I � 0 I PARKING BAY I WITHIN 5' OF CURB I I - GALVANIZED STEEL GROUND ROD,
THE SURFACE OF THE COMPLETED BASE SHALL BE MOISTENED IMMEDIATELY AHEAD OF THE • '�'�� • I I �' Iw WIDTH VARIES I II__ J WITH TOP FLUSH WITH SLAB
PLACEMENT OF THE CONCRETE MATERIAL, ADDITIONAL WATER SHALL NOT BE PLACED ON 12 I I I ( ! �'~
THE CONCRETE SURFACE DURING THE FINISHING OPERATION. CONCRETE, AS SOON AS IT IS
PLACED, SHALL BE CONSOLIDATED BY THE USE OF A SUITABLE VIBRATOR, STRUCK OFF AND #5x16" VERTICAL GUTTER O��P TYPICAL GROUND ROD DETAIL
FINISHED. THE SCREED SHALL BE AT LEAST 2-FEET LONGER THAN THE MAXIMUM WIDTH OF BAR 0 16" 0/C I I /
THE SLAB TO BE STRUCK OFF. IT SHALL BE SUFFICIEN 11 Y RIGID TO RETAIN ITS SHAPE, AND ----• / N.T.S.
'.IL'- BE CONSTRUCTED EITHER OF METAL OR OF OTHER SUITABLE MATERIAL SHOD WITH r �T •;:' �°' I I FLOW
METAL. IN OPERATION, THE SCREED SHALL BE MOVED FORWARD ON THE FORM WITH A e I I I I
.: I I I 2" HOLE FOR CONDUIT TO SENSOR
COMBINED LONGITUDIN.•kL AND TRANSVERSE SHEARING MOTION, MOVING ALWAYS IN THE °• ' 'a ' • 10 s I i to
DIRE,•TICN IN VL'H!CH THE WORK IS PROGRESSING AND SO MANIPULATED :NAT NEITHER ;. ' :• ''; ��; .. :• 4 DRAIN PIPE r,7 I I I ¢ I l I MANHOLE FRAME/LID
° FLOW-STOP VAULT
ELEV=SEE NOTE
END IS RAISED FROM THE SIDE FORMS DURING THE STRIKING OFF PROCESS, IF NECESSARY, } : ', • , e• ' I , t„ 0 I I GRADE
THIS PROCESS SHALL RE REPEATED UNTIL THE SURFACE IS OF UNIFORM TEXTURE, TRUE TO I 'n I I I III _ i
I GRADE AND CROSS SECTION, AND FREE OF POROUS AREAS. I ++ I I TfT� I=1- III TTI --III
TYPICAL CURB DETAILRT-TTI
NGLE: c0
N.T.S. - --- Q O O Q 4 PIPE FROM r r _ 4" PIPE CONNECTS
I STEEL ANGLE ED P ' �h' J
GE •� �L BE 3'"x3 x3/8 A ANCWOR STUDS 24 VAULTS
LOCATED AT 24-INCHES O/C, BEGIN OM THE CORNERS. ANCHOR STUDS
FLOW STOP VAULT
I SHALL BE #4 PEB 12"x3", SET AT M SURFACE OF SLAB. OMIT LIQUID LEVEL SENSOR
i)TUDS SHALL BE MITERED AT A 45• ANGLE, WELDED :P'^ SMOOTH. LOCATED -1 "
1 � � GRAY IRON GRATE OC TED GROUND RODS �4 FROM
8. CONCRETE JOINTS: / MODEL #DG0641 EDGE OF SLAB, IN CENTER OF EACH TYPICAL CONTAINMENT SLAB LAYOUT
DURAGUARD FRAME PARKING BAY N.T.S. 4 INCH PVC
I A. SAW CUT CONTROL JOINTS TO MINIMIZE UNCONTROLLED SHRINKAGE CRACKING, ., •- •,
#DG0700PE ----- -- - - YAUI T-JCINL------------ I
1/4--INCHx2--INCH, IN AGR!,) OF AT LEAST 25'x25'. SAW CUTTING SHALL COMMENCE AS a0
SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY To PERMIT SAWING WITHOUT
EXCESSIVE RAVELLING, BUT WITHIN 24-HOURS OF INITIAL PLACEMENT, REGARDLESS
OF TIME OF DAY OR WEATHER CONDITIONS. �-- .-4 INCH PVC
B. EXPANSION JOINTS SHALL BE USED WHERE NEW CONCRETE MEETS EXISTING CONCRETE. _ VISUAL AND AUDIO ACARID BOX JOINT MATERIAL SHALL CONSIST OF 1/2-INCH PREFORMED BITUMINOUS IMPREGNATED NEMA 4X FIBERGLASS ENCLOSURE j " U ILI Y VAUL #816-GA
FXn?,NSION JOIPJT FILLER, CONFORMING TO AST�1 D-1751.
118'
24 TOTAL VOLUME=9,000 GALLONS
9. CURING: d
- 120 VAC _ •.,, :; -,- -T-�..-----,�. -^--_
THE SURFACE OF THE CONCRETE SHALL BE PROPERLY FINISHED AND KEPT CO:� IiNUOUSLY -- - J-----
a Q
WET FOR A PERIOD OF AT LEAST 7-DAYS. COTTON MATS, RUGS, CARPET, BURLAP, VISQUENE 6
0-
OR
THE CONCRETE BLANKETS
BE ko PT !AMP BBE UIJED ORETAIN THE Y APPLYING WATER WITH AHNOZZLERTHATSO SURFACE OF ` OF'�P\� 2" HOLE FOR CONDUIT TO SENSOR 4
ATOMIZES THE FLOW THAT A MIST AND NOT A SPRAY IS FORMED UNTIL THE SURFACE OF THE a -----
CONCRETE IS COVERED WITH THE CURING MEDIUM, THE MOISTURE FROM THE NOZZLE POLYCA IES CHANNEL • r- - -� //
• 700 SERIES AR
SHALL NOT BE APPLIED UNDER PRESSURE DIRECTL" UPON THE CONCRETE AND A QUANTITY I ";•...'..;> "-' ' ` � :'T.:%' j''•
SUFFICIENT TO CAUSE A FLOW UR WASH THE SURFACE, AT THE EXPIRATION OF THE CURING
PERIOD, HE CONCRETE SURFACE SHALL BE CLEARED OF ALL CURING MEDIUMS. IN LIEU n L I I f I
OF THE ABCVE REQUIREMENTS, THE CONTRACTOR MAY USE AN APPROVED WHITE P!GMENTED ° Q I I I I
CURING COMPOUND WHICH MEETS THE REQUIREMENTS OF ASTM C-309. COVERAGE SHALL y I I I I
BE NOT MJRE THAN 100 SQUARE FEET PER GALLON. LOCKING DEVICE �� a - R I I I I
MOFJEL #DA0642BH
10. TRAFFIC: Q R
LOAD BEARING TRAFFIC SHALL NOT BE ALLOWED ON THE CONCPETE FOR A PERIOD OF PLACE MINIMUM Ma I S ! FLOW-,47 I I
Ll 6 CONCRETE UNDER L
10-DAYS FROM THE TIME OF PLACEMENT. D "
GUTTER L - RED ALARM LIGHT
Q H = ALARM HORN
BASIC CONTAINMENT OPERATION PLAN: �--- ���--��'=— --- R = CONTROL RELAY -STORAGE VAULT 3 _
TYPICAL GUT ER SEC nON MS = MOMENTARY SWITCH — ACCESS4 X 4 CASTINGS- �4 INCH CLEAR
S = SENSOR PROBE
THE CONCRETE SLAB AND GUTTER IS INT TO CONFINE A OIL AND FUEL LEAK, N.T.S.
AR = ALARM RELAY
IF IT SHOULD EVER OCCUR. RAIN AND LIQUIDS OF SIMILAR SPECIFIC CPAVITY WILL
TYPICAL ALARM_ ENCLOSURE ` + • —
FLOW THROUGH THE GUTTER, THE FLOW-STOP VALVE, THE OILY/WATER SEPARATOR, ALARM/SENSOR SPECIFICATIONS: —� -�
AND THROUGH THE DISCHARGE PIPE. THE OILY/WATER SEPARATOR WILL TRAP SMALL _____ __- N,T.S.
AMOUNTS OF OIL PRODUCTS. IN THE EVENTOFA FUEL LEAK, THE STAINLESS STEEL THE CONTROL ENCLOSURE SHALL BE UL APPROVED NEMA 4X FIBERGLASS. — --�x- 11„
BALL IN THE FLOW-STOP VALVE WOULD DRO. AS THE LEVEL OF THE LIGHTER SPECIFIC
GRAVITY LIQUID FILLS THE FLOW STOP VAULT, THE BALL WOULD SHUT OFF THE FLOW TRANSFORMER SHALL BE FUSED PROTECTED IN PRIMARY AND SECONDARY CIRCUIT:. 80 db _ FLASHING 12-VOLT LIC;IIT t` n GE V
OF ALL LIQUIDS TO THE OILY/WATER SEPA.RA.?;;R, THE RAISING UQUiDS WOULD ENTER LEVEL SENSOR RELAY SHALL BE INTRINSICALLY PROTECTED. ASSEMBLED CONTROL �►T✓RA.a� VAULT DETAIL
THE PIPE CONNECTING TO THE STORAGE VAULT. ".SORE THAN ONE VAULT MAY BE PLACED PA?tEL SHALL BE APPROVED FOR CLASS-1, DIVISION--1, GROUPS A, B, C, & D. HORN �'�``� ✓- --` WITH RED PLASTIC LENS c --------
N.T.S.
IN OLiDER TO STORE THE REQUIRED VOLUME OF WATER AND OIL/FI'EL. A SENSOR IS LOCATED VOLTAr.E OF CONTROLS SHALL BE 120-VAC PRIMARY WITH A MAXIMUM OF 12-VDC
IN THE FIRST VAULT, CONNECTED TO AN ALARM. THE ALARM, W iH FLASHING LIGHT AND SECONDARY.
SOUND, WOULD BE ACTIVATED BY THE RAISING LIQUID LEVEL. ALARM WOULD MEAN "MULTITRODE" �l N`�OR LOCATED IN THE STORAGE VAULT
THE LEVEL SENSOR A':SEMBLY SHALL BE A "F LYG'f MULTITRODE". THE ASSEMBLY LEVEL SENSOR - MONENTARY DOWNSTREAM FROM THE FLOW STOP VALVE VAULT
THAT CLEAN UP ME "SURES WOULD BE REQUIRED. rn �_
SHALL INCLUDE THE 0.2/1 PROBE, MTR REL.A'', rvfTAK-•1 MOUNT, SENSOR WRING AND RELAY BUTTON
I I IN THE EVENT OF A OIL/FUEL LEAK, CLEAN UP WOULD BE IMMEDIATELY REQUIRED. CLEAN UP ASSEMBLY AS PER MANUFACTURER. CONDUIT' FOR WIRING IS REQUIRED.
INCLUDES REMOVAL OF ALL OIL/FOE! ON THE PARKING PAD, GUTTERS, FLOW-STOP VAULT, NEMA 4X FIBERGLASS STATE OF OREGON MILITARY DEPARTMENT
STORAGE VAULT AND OILY/WATER SEPARATOR. WIPE OFF ANY FUEL THAT MAY HAVE THE AL/,RM WILL BE ACTIVATED VV'r'EN THE LIQUI�" LEVEL IN THE STORAGE VAULT HORN ( � -�� RAINTIGHT ENCLOSURE
REACHES TWE PROBE. THE ALARM RELAY WILL ENABLE THE 'RED' ALARM LIGHT AND RELAY L-�' SCS PARKING FACILITY
1 COME_ IN CONTACT WITH THE. SENSOR PROBE. CONTACT OMD. THE AUDIO SIGNAL. A MOMENTARY BUTTON WILL, WHEN PRESSED, DISABLE THE AUDIO
i
NORMAL OPERATIONS REQUIRC THAT THE "FLOW-STOP" VAULT AND THE OILY,/WATER SIGNAL. HOWL-VER, THE RED ALARM LIGHT WILL. CONTINUE UNTIL THE VAULT IS
V PROFt TIGARD—OMS
j SEPARATOR BE FILLED WITH CLEAN NATER. A VI-!)AL INSPECTION FOR THE PRESF•:4CE OF EMPTIED. THE PROBE SHOULD BE WIPED CLEAN OF ANY FUEL. �1�1 Ss
LIQUIDS IN ALL OF THE VAULTS SHOULD BE MADE DN A REGULAR BASIS, AS PER OMD. 10,517 J�� f�'Al'VKIN NGINE lC'lN(>� Inc.
i, AFTER THE VAULTS AND ALARM ASSEMBLY HAVE BEEN INSTALLED, THE CONTRACTOR O 0 �;. P. O. SOX 87 VlAR&E- TON, OR, 97146
WILL TEST T}-IE ALARM TO CONFIRM ITS OPERATION. � 5,
IF THE PARKING F'ACll..l'TY IS A SLAB OPEN TO THE WNCATWF_R, THE CAPACITY OF THE STORAGE � CONDUIT FOR EGVN - ,J,7,j 861 -0779
VAULT HAS BEEN DETERMINED BY THE AMOUNT OF FUEL THAT COULD LEAK FROM THE � 120-VAC - ~-
L.ARGEST STORAGE CONTAINER SIMUTANEOUS WITH A 25-YEAP FREQUENCY RAINFALL EVENT PROVIDE OWNER Mi1NUAl_, PRODUCT INFORMATION, ANI) WARRANTY TO OMD. 9 ?
�. CONDUIT FOR / ��., �<r ,3,� ��- TYPICAL DETAILS Oak Str. 6700
THAT LASTED FOR A 24-HOUR PERIOD. PROVIDE SHOP DRAWINGS OF ENCLOSURE FOR APPROVAL FRIUk i� FABRICATION. _ 12-VDC ' QFN,1n�1t`I• tip PLM2001-00542
3 of 3
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