12390 SW SCHOLLS FERRY ROAD l
Nit
and Construction Services Inc.
9025 S.W. Center Street ' P.O. Boz 23784
Tigard, Oregon 97223 ,
Phone: (503) 620-2086
FAX: (503) 684-3636
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A 1-23-98 REV15IONS PER
CITY REVIEW
REVISIONS:
THOMPSON / DAV,DBON NICOLI ENSINEERING, INC. VICINITY MAP TABLE OF CONTENTS
LEASE 9025 B.W. CENTER ST. — ----- --
12475 B.U. MAiN ST. TIGARD, OREGON 97223
716sAR✓, OREGON 97223 (503) 620-20e6
CONTACT : JIM ANDREWS $pQNEg 0,0GENERAL INFOR�'^ATION
pyEND �
0.1 COVER S�+EET
BEAVERTON Q 02 CODE SUMMARY' 5H45ET
ffm '� ' T�N ,� I 03 NOTES AND SPECIFICATIONS
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SW -5
0.4 y 0.4 NOTES AND SPE CIFICATION5 q
I
ADDRESS: 123W S.W. 3Ci4OLLS FERRY RD.
CURRENT ZONING: C G GENERAL COMMERCIAL 1.0 51TE INFORMA71
LEGAL DESCRIPTION: TA.K MAP: Q c0 GREENWAY IS! 3480 ►- ul I ��� I.1 SITi= DEVELOFM NT PLAN
TAX Lor; 800 p Toud� Q PROJECT:
8 Y CENTER 1 3 T IN A I N
CURRENT USE: VAT,- 1Nr LOT XPi O
PROPOSED USE: AUTOMATED CAR WASH ACCESS RD. ® SPRINGWOOD—G`R SW. p,F� ` 12 LANDSCAPE PLAN
-- PACIFIC
QF 13 GRADING PLAN
BITE AREA: 1B,B6?.' 5F. ip C v�d .. ;'' ���� �� 1.4 FACILITIES PLAN
/� CAR WASH
PROJECT BOUNDARY: 1'1619.95 SF. = b �+ co�od ''\�Ppp�oS G��b / 1.3 EROSION CONTROL PLAN
BUILDING 4REA: 1,947.5 S.F. ~ d���n�`rQ No � 12390 S.W. SCROLLS
FERRY ROAD
coNBrRucrroN: rr './-NPE -N tko'•F° air '' — --
z 2 0 PLANS TIGARD, OREGON
S.W. ANTON DR ''
OCCUPANC7': B
2.1 FLOOR PLAN
CLIENT:
BU1LDINC CODE: 1994 U.B.0 Ui OREGON AMENDMENTS
I 30t0 2.2 FOUNDATIO AND ROOF
FRAMING PLANS THOMPSON
N TIGARD 23 SL45 PLAN
SITE AREA -_ 10,0W.75 SF. _ 2.4 WALL REINFORCING AND
1
2.5 ELECTRICAL/LIGHTING PLAN DAVIDSON
PROJECT BOUNDARr. 17 619.19 aF.
BUILDIMa- F007PR/.N7: 1,941.5 SF. = If% Gc::,E',`Z Csff ? 3Id ELEyATiQN5 —` I LEASE
ASPNAL T PA v'I NG: 11,353.83 SF. 65% COVERAGE
3.1 ELEVATIONS
LANOSCAPIN6: 4,321,66 5.F, 25% COvER4GE
42—SECTIONS Date: 11-17-97
(LLING - (ONE 5TQR?')
4.1 WALL SECTIONS Scale: 1 = 1'
Drawn by: PSP
f 42 WALL SECTION Checked by: JDA
MASONRY CONSTRUCTION
Job No.: 970220 ,
RIBBED METAL ROOF 5.0 DETAILS _ _ Drawing No.: PERMITcover
5.1 FOUNDATION DETAILS
5.2 DETAILS
4 - TOTAL I ,
i
ti 5.3 DETAILS
BTANDAP� SPACES, ? CA TUNNEL DETAILS
PARALLEL SPACES: 2
s 5.5 RECLAIM PIT DETAILe
L', ��� TA�k�--•J
GOFER SHEET
• SHEET _
ti 1197-(1044
PERMIT SET
uL
0 . 1
12390 Scholls Ferry P.d.
IF THTC DOCUMENT T', 1_.F¢c TTTrfIi "1111111 }111111 I�III IIIIIIII I �111 l lllllll 11T1Trl 111111 VIII I 111111 1IIIIIIIIIIIIII VIII I 1111111 1111111 lllfill 11TH 1 Tli�1�1 1�1 1 1 1111'11 1111111 1111111 III I I � �r,� ;f ,,f ��r, , ,x,. .. ■+� �
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IT TF DUF TO THF QUitLTTY OF � �
THF ORIGINAL DOCUMENT. No.�e ��-,�, �^ q
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ACCE 5515 I L I TY NOTES
36 MMI. -- —
30 MIK
--- gTl�P►"I�IOTE9 I and Construction Services Inc.
b 12 mft 12 MM. - -- —
4 ' I. TOILET ROOM SHALL 1:3E PROVIDED W/ A MEGHANICALL T OPERATED E:XHAU5T 9025 S.W. Ce^+er Street P.OBox 23784
SYSTEM CAPABLE OF PROVIDI►'!,*i A COMPLETE AIR CHANGE EVERY 15 MINUTES. Tigard, Oregol, j'223
--- -- - - -- - - DO NOT PENETRATE? ROOF VIN 5'-0" OF AREA SEPARATION WALL. --- ---
�'
2. THE FLOOR IN TtiE RESTROOM SHALL HA,-,/E A SMOOTH, HARD, NONABSORBENT I Phone: (503) 620-2086
SURFACE WHICH SHALL EXTEND UPWARD ONTO THE WALLS AT LEAST 5". FAY- (503) 684-3636
WALLS WITHIN 24" OF THE FRONT AND SIDES OF URINALS AND WATER CLOSETS
SHALL HAVE A SMOOTH, HARD, NONA55ORBENT SURFACE TO A HEIGHT OF 4'-0".
3. THE EMPLOYEE RE50RT SHALL HAVE UNISEX SINGE MOUNTED 0�t THE
WALL ADJACENT TO THE LATCH QJDE OF THE DOOR (be," AWV': FINISH FLOOR _.�-
FINISH, COLOR: BRAILLE CHARACTERS AND PICTORIAL SYMBG)L SIGNAGE SHALL ) �6 r
cf I r COMFLY WITH ACCESSIBLE REQUIREMENTS. A PRIVACY LOCK AND A "OCCUPIED"
INDICATOR SHALL BE PROVIDED.
I
' (Ai DAM WALL
- MKAOCESSIBILIT'7-_NOTE
S
n-- 42 MM. --�-� 1. CONTROLS, OPERATING MECHANISMS AND HARDWARE, INCLUDING �F,iP1FF:' t?. 3i•y8
SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND
Rig ELECTRICAL CONVENIENCE OUTLETS IN ACCESSIBLE SPACES, ALONG
--_.
ACCESSIBLE ROUTES, OR AS PARTS OF ACCESSIBLE ELEMENTS 5H„LL
O
COMPLY WITH O.£�S.C., LATEST EDITION
2. HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES ON
DOORS, WINDOWS, CABINETS, PLUMBING, FIXTURES AND STORAGE
TOILET PAPER FACILITIES SHALL NAVE LEVER OR OTHER SHAPE PERMITTING OPERATION
BY WRIST OR ARM PRESSURE AND NOT REIZUIRING TIGHT GRASPING,
_ PINCHING OR TWISTING TO OPERATE, THE FORCE REQUIRED TO ACTIVATE
----- - ---- «, SUCH EQUIPMENT SHALL BE NOT GREATER THAN 5 POUNDS FORCE.
3. THE HIS"EEST OPERABLE: PART OF ENYIRON^1ENTAL AND OTHER CONTROLS,
sc DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE
WITHIN AT �.F,:+S' ONE OF THE REACH RANGES SPECIFIED IN SECTION 11092.35
AND 110923b. C;OMMUNI.r,"'ION'5 5Y5TEM6 RECEPTACLES ON WALLS SHALL BE
MOUNTED MINIMUri Or 15" H16H ABOVE THE FLOOR
(6)CLJEAR FLOOR SPACE 4, THREOHOLD AT EXTERIOR DOORS SHALL NOT BE MORE THAN 1/2" HIGHER
-"AN !-AN DING AT EACH SIDE OF DOOR
ATIONS 5, CHANGES IN LEVEL: REVISIONS:
ABRUPHT CANGES IN HEIGHT GREATER THAN 1/4" SHAL BE BEVELED
CRAB BAR L^"1111I.,111"C04
1/4" 1'-0" TO 1 VERTICAL TO 2 HORIZONTAL. CHANGES IN LEVEL THAN 1/2" SHALL BE
ACCOMPL!SHED BY MEANS OF A RAMP MEETING THE REQUIREMENTS OF
3109(9) OF THE O.S.S.C.
a i'%,�,. �.- • �`' THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAISED THRE5H0LD5
AND FLOOR LEVEL CHANGES AT AC;CESSIBLE DOORWAYS SHALL BE
BEVELED W/ A SLOPE NO GREATER THAN 1:2 VERTICAL TO 440RIZO•ITAL- (�
6. Ar;f:E551BLE ROUTE
;xs PROVIDE A DETECTABLE WARNING SURFACE
AT LOCATIONS WHERE ACCESSIBLE ROUTES CROSSES OR ADJOINS A
VEHICULAR WAY. DETECTABLE WARNINGS ON WALKING SURFACES SHALL
CONSIST OF AN -4P."ROVED TEXTURE, AND VISUALLY CONTRAST WITH 1
ADJOINING SURFACES. TEXTURE: MAY BE OBTAINED BY ADDING= CLEAN p
MASON$ BAND TO THE PAINTED STRIPES. I
r •' PROVIDE SMOOTH LE VEL TRANSITION FROM PAINTED ACCESS WAYS TO F
CONCRETE WALKS, MAX. SLOPE SHALL BE @ 1/12 @ 'CURB' RAMPS, i
IN6ULATE PIPES 1 S
n I A — (I
F !r
PROJECT:
1
PACIFIC
CAR WASH
r �
+QJEE CLEARANCE Il MEN TOE CLEARANCE D I.?A B L E D PARED i NG 51 GN 12378 S.W. S C H O LL S
DEPTH FERRY ROAD
(A) WOUT 0E04T AND 004EE CLEARANCE
TIGARD, OREGON
48 MIN. � � — CLIENT:
i" 19 MAX I i
4I i� FAINTED � _,m` THOMPSON
' SIRIPE5 AND
CLEAR 6Pl�CE , DAVIDSON
e -
o �
- � - ,�-----_� LEASE
r-
05410 F[W MY
CV V OIAM SU&M TO
�s NONO Date:
— e4 s,Tosm Scale: /4[[- 1,-0[[
1 as en en
Il MM. - -
Drawn by: PSP
Checked by: JDA
�-
f51 CLEAR FLOOR SPACE SIGN DETAIL Job No,: 970220
—�— Drawing No : PERMITcode
LAVATORIES , _ ,I _ „ SIGN B,4C4Gr ROUND: BLUE
9 8 O 51GN LEGEND: UJ47E
PA\/E1"1ENT S ENC I L WJ 41 TE
BLUE BACIGGROUND AND
i" Y'+Yt BLUE FAINTED CURB OPTIONAL
[
NOTE'S t
DISABLED FIXTURES
SHEET
DISABLED
'1"C97 0 * 2
-0044
12390 Scholls Ferry Rd. I'L -- - — -
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1T IS DUE TO THE C1ilALITY OF
THE ORIGINAL DOCUMENT. - _ No. �j[���--
tiZ16 £L4t166i8IIIIII IIIIII111111II1111 IIII �I IIIIIIII I1111111111I111111 IIIIIIIII II IIIIIIIIiIIIIIIIIII►IIIIIII� I ►I�I IIIIIIII IIIII IIIIIIIIIIIIIIII I,IIIIIIIIIIIIII► I►111111 IIIIIIII IIIIIIII 111111IIIIII�II> III
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DIVISION 1 GPIERAL REQUIREMENTS DIVISION 3 CONCRETE DIVISION 4 MA60NRY- coat.
GENERAL NO�`ES D .._.r. _.
I
GENERAL N(',TES SUMMAK'( OF WORK CONCRETE G01d5TRUGT!O+v TOLElaANGTHE INTENT U> THESE PLANS 15 TO PROVIDE CONTRACTORS A GUIDE THE PROJECT CONSISTS OF THE CONSTRUCTION OF A MASONRY STRUCTURE ON � CODE5 ANZ� STANDARC)B: ALL CONCRETE WORK. To COMPLY WITH ACI 318 VARIATION TO PI_UM15; I!4 INCH IN 10 FEET, DO NOT EXCEED THE ci )d Construction Services Inc.
FOR A FULL, COMPLETE AND WORKADLE PROJECT INSOFAR AS THE DRAWINGS A CONCRETE FOUNDATION FOR A DRIVE THROUGH CARWASH FACILITY FOR "BUILDING CODE REQUIkEMENTS FOR REINFORCED CONCRETE; ACI 306 FOLLOWING CONSTRUCTION TOLERANLE5 IN VERTICAL ELEMENTS INCLUDING --
6H(�J AND/OR THESE SPECIFICAT IC ;AS CALL FOR DENNIS THOMPSON AND GREG LEASE. "RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING: AND ACI 305 SURFACE OF WAL-1-5, COLUMNS AND OTHER VERTICAL ELEMENT'S. 9025 S.W. Center Street ' P.O. Box 23784
t "RECCMMENDED PRACTICE FOR HOT WEATHER CONCRETING."
fm RSON8 INVOLVED IN WOW, ON THIS PROJECT SHALL BE RESPONSIBLE CONSTRUCTION OF THE FACILITY" AND Si' aYSTEMS TO CONFORM TO THE OREGON TOLERANCES
TO I_EvE� DO NOT 1~%'GE N THE FOLLOWING CONSTRUCTION Tigard, Oregon 97223 �
" EXAMINATION OF BUILDING SITE, PLANS AND SPECIFICATIONS. STRUCTURAL SPECIALTY CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS. NOTIFICATION: NOTIFY ENGINEER FORTY"-EIGHT (48) HOURS PRIOR TO TGLERANGIrB FOR BED JOINTS .:PSD 1_INES OF EXPOSED LINTELS, SILLS, _
'PAILUW- TO DO SO WILL NOT RELEASE SUCCESSFUL BIDDER£" FROM MEGINNING ANY POUR HORIZONTA" GROOVES, AND OTHER CCNN5PICUOU5 HORIZONTAL. ELEMENTS,
3/16 INCHES IN 10 FEET. Phone: (503) 620-2086 I
PERRFORMING THE WORK INDICATED BY PLANS AND SPECIFICATIONS.
CONCRETE STRENGTHS. 3/8 INCHES IN 20 FEET OR MORE. FAX: (503) 684-3636
ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH THE ciENERAL CONDITIONS -- --
LATEST RULES AND REG;;LATIONS OF THE UNIFORM BUILDING CODE, THE SL/.B A.NG ,0
� FOOTINGS: F'c = 300 PSI AT 2t DAYS, WITH MAXIMUM VARIATION IN MORTAR JOINT THIGKNE58: DO NOT EXCEED THE FOLLOWING
STATE STANDARDS, THE NATIONAL_ ELECTRICAL CODE, LOCAL CITY AND AIA DOCUMENT NO. A201, LATEST EDITION, IS MADE PART OF THIS SLUMP: 4". CONSTRUCTION TOLERANCES FOR NCH. _SS OF MORTAR JOINTS:
COUNTY" CODES AND STANDARDSt THE APPLICABLE REGULATIONS OF THE SPECIFICATION A9 IS HEREIN CONTAINED. BED JOINTS: PLUS OR MINUS I/88NCH.
INCH.
LOCAL UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS AND GEMENr. STANDARI.; BRAND OF PORTLAND CEMENT PER ASTM G-150, TYPES I HEAD JOINTS: MINUS 1i4 INCH, PLUS I/8 INCH.
LtGp,IL,gTIg OR II AT CONTRACTOR'S OPTION, USE ONLY ONE MANUFACTURERS STANDARD
BRAND, TYPE, AND GRIND THROUGHOUT ALL 'WORK LA_ A PART!GULAR TYPE.
ALL BUILDING TRADER SHALL PERFORM AND COMPLETE THEIR WORK SCHEDULES AND REPORTS MORTAR 7' ,
TO THE BEST ACCEPTED STANDARDS OF THEIR INDUSTRIES IN — ADMIXTURES: (AGENTS SHALL !'DOTH BE FROM THE SAME MANUFACTURER). ��.� '
COMPLIANCE WI1'; I THESE PLANS AND SPECIFICATIONS. COMMENCEMFNT "APPROVED" - OWNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY MORTAR TYPE S. MORTAR JOINTS SHALL BE 1/2"
OF UK.)W BY ONE TRADE AFTER ANOTi4ER TRADE ESTABLISHES AND SUITABILITY OF PROPOSED 5U55TITUTION. AIR 'ENTRAINING AGENT: PER ASTM C-260
ACCEPTANCE OF' PREVIOUS WORK PERFORMED, USE ON ALL EXTERIOR SLABS AND SIDEWALKS CSN GRADE AND RETAINING WALLS. MAKE MORTAR JOINTS VISUALLY AND DIMENSIONALLY CONSISTENT.
EXCEPT AS OTHERWISE INDICATED, MAINTAIN MORTAR JOISIT WIDTH f
NO REVISIONB/MODIFiCATION6 SHALL. BE MADE TO THE5E PLANS/ REINFORCEMENTS: OF 1/2
SPECIFICATIONS. NOTIFY ENGINEER PRIOR TO MAKING NECESSARY ITEMIZED COST SCHEDULE ALL BARS FOR. REINFORCE"ENT SHALL BE DEFORMED EXPOSED JOINTS: USING CONCAVE JOINTER SLIGHTLY LAR5ER THAN -`'�} I! u'
FIELD MODIFICATIONS FOR REViEW AND APPROVAL, AND/OR THE
CITY/COUNTY CIF REQUIRED) PRIOR TO ANY COMMENCEMENT OF PREPARE, IN FORM SATISFACTORY" TO OWNER, A COMPLETE BREAKDOWN OF STEEL (;,ONFORMING WITH "SPECIFICATIONS FOR BILLET-STEEL CONCRETE JOINT WIDTH, TOOL EXP05ED jO!NT5 BEFORE MORTAR HAS ASSUMED ' ',SR
WORK IF ANY' ON SITE REVISIONS/`MODIFICATIONS ARE MADE COSTS, A LIST OF ALL °SUBCONTRACTORS, AND SCHEDULE OF WORK. REINFORCING BARS", ASTM A-615, C'VADE 40. MINIMUM BARLAPS AT FINAL SET.
WITHOUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPLICES PER AGI CODE CHAPTER 7.
FOR ALL ASSOCIATED COSTS. SUM OF ALL ITEMS SHALL BE EQUAL TO CONTR�.CT PRICE. JOINTS SHALL BE TOOLED TO PRODUCE AN EVEN COLOR 1N THE CURED jj_X
REINFORCING ;}TEEL SHALL HAVE THE FOLLOWING CONCRETE COVER MORTAR.
WRITTEN DIMENSIONS ON DRAWINGS SHAT HAVE PRECEDENCE OVER FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY
SCALED DIMENSICJNS. DRAWINCsg ARE NOT BE TO SGAL.ED. PARTIAL PAYMENT REQUEST. CONCRETE CAST AND PERMANENT 3"
CONTRACTOR°, SHALL VERIFY AND BE RESPONSIBLE FOR ALL E;<f'OSED TO EARTH (NOT FORMED)
DIMENSIONS AND FIFL.D CONDITIONS PRIOR TO COMMENCING THE SUBMIT WAIVERS OF LIENS FROM MATERIAL SUPPLIERS AND SUBCONTRACTORS GROUT
WORW, NOTIFY ENGINEER OF AN?` DISCREPANCIES. A3 MATERIAL IS DELIVERED AND WORK COMPLETED. CONCRETE FORMED AND EXPOSED I %"" --
TO EARTH AND WEATHER GRIUT SHALL HAVE A MINI"LIM COMPRESSIVE F;ELp STRENGTH AT 28
STRUCTURAL DIMENSIONS CONTROL!ED BY OR Ri=LATED TO MECHANICAL
AN ELECTRICAL EQUIPMENT SHALL BE VERIFIED 5Y THE DAY"S OF 2 000 P5!.
D L CONCRETE NOT EXPOSED TO WEATHER 3�s"
CONTRACTOR PRIOR TO CONSTRUCTION. OR NOT IN CONTACT W/ THE GROUND GROUTING SHAi_L C,GNFORM TO SECTION 2104b OF THE 0.5.6.C. !I
ONLY APPROVED "CONSTRUCT!ON SET" MARKED DRAWINGS GROUTING OF ANY SECTION SI-TALL BE COMPLETED IN ONE DAY WITH NO I
INCX,NRS)RATING ALL ADDENDUM AND DIMENSION INTERUPTIONS GREATER THAN GVE HOUR
CLARIFICATIONS SHALL BE I.ISED DURING THE EXECUTION
OF THE WORC 4L� GE_LS CONTAINING REINFORCEMENT SHALL BE FILLEC• JITH GROUT,
CONTRACTOR MUST BE RESPONSIBLE FOR VERIFICA i iON AND
r CG�INATION OF SUB-CL g WORK TC SECURE
COMPLIANCE OF DRAWINGS AND SPECIFICATIONS, THE
ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS ^y I-23-98
FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS EQUIPMENT'. I �
DIVIS;O�I 5 'ME ITL
REVISIONS:
CONTRACTOR ANL-' EAC+; SUB-CONTRACTOR SHALL RE
RESPONS1151-F FOR ANY LOSS OR DAMAGE CAUSED B r HIM OR
�. HIS WCRKMAN TO THE PROPERTY OF THE OWNER OR TO THE
WORK OR MATERIALS OF OTHER CONTRACTORS OR METALS �
SUB-CONTRACTORS.
GENERAL ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED, AND
CONTRACTOR SHALL MAINTAIN IN.5URANCE THAT WILL PROTECT
ERECTED IN ACCORDANCE WITH AISG MANUAL, LATEST EDITION.
THE OWNER HAR111LESS FROM ALL CLAIMc OF DAMAGES.
�.n STRUCTURAL AND MISCELLANEOUS STEEL_
THE CONTRACTOR SHALL BE RESPONSIBLE F,'�h2 ALL TEMPORARY
LOADING CONDITIONS DURING CONSTRUCTION AND SHALL
ALL STEEL PLATES, FLAT BARS, STRAPS. AND �TRUGTURAL SECTIONS
". PROVIDE BRACING AND SHORING WHERE REQUIRED.
SHALL BE ASTM A-,36 UNLESS NOTED.
CONSTRIiCTION LOADS: STRUCTURES THAT HAVE BEEN ! I '
DESIGNED FOR OPERATIONAL LOADS ON THE GO*1PLEtcD i V(L+ I O*I � �(T� WO� D (�i�I Oi�l � M�C�ON��r' ALL TUBE COLUMNS t0 BE 4-503: Fy 46 Ks!.
STRUCTURESt DU ::'VCa CONSTRUCTION, THE CONTRACTOR SHALT_ ��.•/l !V
PROTECT THE STRUCTURE BY BRACING AND SUPPORTING D --- ALL BOLTS ASTM A-301.
`+ WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR
ALL MEGHANIGI•,L AND F_!ECTRICAL WORK SHALL BE UNDER ALL STEEL TO HAVE ONE SHOP GOAT OR TO BE GALVANIZED IF NOTED.
SITE PREPARATION ( GONCF?FTE MASONRY UNITS
SEPARATE F'''ERMITS (IF REQUIRED). ALL i 1 X AWS STAN ARDS BY CERTIFIED WELDERS 1/4"
— ----
WELDS E0X PER
GENERAL: SCOPE; FILLET WELD TYPICAL UNLE55 OTHERWISE NOTED. PROJECT: vv
` ACGE581t31L TTY
ALL OPER/.,TIONS SHALL COMPLY W/ CHAPTER 33 OF THE: O.S.S.C. INCLUDES FURNISHING ALL LABOR, MATERIALS, SERVICES AND EQUIPMENT
CONTROLS, OPERATING MECHANISMS .AND HARDWARE, INCLUDIP"ks LATEST ED17ION. REQUIRED TO COMPLETE THE MASONRY WORK, INCLUDING PLACING AND FLASHINGS AND CLADDING (ARCHITECTURAL.) PACIFIC
SWITCHES THAT CONTROL LIGHTING AND VENTILATION AND BUILC)ING IN }REINFORCEMENT AS INDICATED ON THE CONTRACT DRAWINGS
ELECTRICAL CONVENIENCE OUTLETS, IN ACCESSIBLE SPACES, STRIPPING: AN IN THE SPECIFICATIONS. BUILD INTO MASONRY ALL BOTS, ANCHORS, SCOPE: CAR WASH
` ALONG ACCE-6615LE ROUTES, ORAS PARTS OF ACCE551BLE ELEMENTS NAILING BLOCKS, INSERTS. ETC., INDICATED ON Tr ,E CONTRACT DRAWINciS,
SHALL COMPLY WITH SECTION 31(49 (G) OF OSSG. REMOVE ALL DEBRIS, ROOTS AND ORGANIC MATERIAL SHOWN TO RECEIVE A5 FURNISHED AND LOCATED BY OTHERS, BUILD IN ALL DOORS, WINDOW PROVIDEALLFLASHINGS, CLADDING, AS REQUIRED TO PRODUCE A WATER
PAVING AND NEW BUILDING. FRAMES, VENTS, CONDUITS, ETC., AS FURN15+4ED AND SET BY OTHERS. LIGHT AS�EME3LY. 12390 S.W. SCHOLLS
HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATINcs DEVICES DISPOSE OF CLEARED AND ORGANIC MATERIAL BY REMOVING FROM THE MATERIAL:
ON DOORS, WINDOWS, G.5PLUMBING FIXTURES PLUMBIFIXTURES AND STORAGE MASONRY PRODUCTS: BERRY ROAD
FACILITIES SHALL HAVE Le-.VER OR OTHE=R SHAPE: PERMITTING SITE.
OPERATION BY WRIST OR ARM PRESSURE AND NOT REQUIRING TIGHT HOLLOW CLAY GIANT BRICK As MANUFACTURED BY I-XL BRICK SUPPLIES LTD. STEEL SHALL BE 24 GAUGE PER ASTM A446. TIGARD, OREGON
GRASPING,PINCHING OR TWISTING TO OPERATE. THE FORCE EXCAti'ATION: AND SUPPLIED BY MUTUTAL MATERIALS. ^_
REQUIRED TO ACTIVATE ;kCI-i EQUIPMENT SHALL 5E NOT GREATER CONCRETE MASONRY UNITS AS MANUFACTURED BY MUTUAL MATERIALS. ALL MATERIAL SHALL NAVE A G-90 GALVANIZED COATING PER
THAN 5 POUNDS FORCE. (SECTION 3109(CA). ALL SOFT WET, OR SOIL OF UNUSUAL CONDITION SHALL BE EXCAVATED ASTM A525. CLIENT:
TO FIRM NATURAL, UNDISTURBED SOIL. PROVIDE FILTER FABRIC AND
COMPACT WITH ENGINEERED FILL. ENGINEER zHALL BE NOTIFIED IF UNSTAELE HOLLOW LOAD BEARING HOLLOW CLAY BRICK UNITS: (FIELD) COLOR 5HALL BE r-ORF5T GREEN (PER TAYLOR METAL PRODUCTS SAMPLE). THOMPSON
GHANGE� IN FLOOR LEVEL SHA!L NOT BE GREATER THAN i/2 INCH. CONDITIONS ARE PRESENT
UNITS SHALL BE 8" REDCL!FF GIANTS. COLOR SHALL BE RED (101) COLOR 6HALL BE KYNAR 500 500 BAKED ON PAINT SYSTEM.
ALL. ORGANIC MATRIAL SHALL BE REMOVED. TYPICAL FIELD UNITa SHALL BE NOMINAL 4 X 16 INCHES WITH SMOOTH TEXTURE. c AND
n pES1GN CRITERIA: FASTENERS:
----- WALL THICKNESS 5i-4ALL BE 8'. WALL ARE TO BE CLEANED AND SEALED PER
501L 5EARING PRESSURE: 1500 P.5F, FILL: MANUFACTURES SPECIFICATIONS. ALL FA5TENER5 5HALL HAVE BAKED ON FINISH TO MATCH METAL COLOR DAVIDSON
BASIC WIND SPEED: 80 MPH ALL FILL PLAc:EMENT SHALL BE PERFORMED IN ACGOF�DANCE W/ CHAPTER 33 OF HOLLOW LOAD BEARING CONCRZ7E MASONRY UNITS: (ACCENT) FASTENERS ARE TO HAVE A NEOPRENE TYPE WASHER (APPROVED BY METAL LEASE
EXPOSURE C THE UNIFORMS LUILDING CODE , W. THE EXCEPTIONS <1ND ADDITIONS AS NOTED IN MANUFACT•UR.ER). PROVIDE OVERSIZED HOLES IN CL_�DDING AS REQUIRED
IMPORTANCE=. FACTOR THESE DOCUMENTS, ACCENT UNITS SHALL BE NOMINAL 4 X I6 INCHES WITH SPLIT FACED TEXTURE. TO ALLOW FOR T',4ERMAL EXPANSION AND CONTRACTION,
WALL THICKNESS SHALL BE 8". WALT_ ARE TO BE CLEANED AND SEALED PER
SEISMIC ZONE: 3 FILL SHALL BE INSTALLED IN 6 INCH LIFTS COMPACTED TO 95% MANUFACTURES SPECIFICATIONS. COLOR SHALL BE BURNT ORANGE. LOCATE= F45TENERS SO THEY PRODUCE A PATTERN, EVENLY SPACED AND
MAXIMUM DRY DENSITY. ALIGNED WITHIN THE CLADDING SYSTEM.
ROOF LIVE LOAD. 2'S PSF (PLUS DRIFTING) � Date: 1 -23-97
YVV'�/1 ALL EXPOSED EDGES SHALL BE HEMMED.
T 1 HDRD O!~ TRUSSES: 1 P. F. L S ME(:444NIGAL LOADS INSTALLATION PROCEDURES Scale: 1 =1
FROM AIR DRYERS IN ATTIC. )
BEFORE LAYING, WET MASONRY" USING TECHNIQUE THAT WILL SATURATE GUTTERS AND DOWNSPOUTS Drawn by: HIDA
5U5GRADE AT SLAB ON GRADE: CLAY MASONRY 5UT LEAVE IT DRY TO THE TOUCH. LIGHTLY WET PREVIOUSLY Checked b SET
TESTING AND INSPECTIONS: LAID MASONRY, ALL GUTTERS AND DOWNSPOUTS SHALL BE FOREST GREEN COLORED. y'
PROVIDE A 4 INCH THICK CAPILLARY BREAK OF 3/4" MINUS CLEANCOLOR SAMPLE PROVIDED B,- TAYLOR METAL "Job N 970220
SMCIAL INSPECTION IN ACCORDANCE WITH CHAPTER 11 OF THE 1996 EDITION CRUSHED ROCK WiTH A IPS MIL. MOISTURE BARRIER MEMBRANE WITH REINFORCEMENT AND ANCHORAGE: BEFORE PLACING METAL MASONRY IGOLOR SHALL MATCH .
o1gODUC•rg) I
CON THE OREGON STRUCTURAL SPECIALTY CODE. A 2 INCH LAYER OF MOIST SAND ON TOP OF THE MEMBRANE AT ACCESSORIES, REMOVE LOOSE RUST, DIRT, AND OTHER COATINGS. Drawing No.. SPEC1
UNDERSIDE OF SLAB.
FIELD WELDING IIF REQUIRED) CUTTING: WHERE CUTTING IS RRQUIRED, USE POWER SAWS TO PROVIDE GUTTERS SHALL BE SECURELY FASTENED TO MASONRY WALL AND SHALL
HAVE A "TERMINATION CAP" AT THE CONNECTION TO THE RAIN DRAIN.
CLEAN, SHARP, UNCH11 EDGES.
PLACEMENT e7f- CONCRETE AND REIN°ORCING STEEL PAVING ALL MATERIAL SHALL BE MINIMUM OF 26 GAUGE AND CORROSION
---- MAINTAIN A PROPER PROPORTION OF COLOR ACCENTS. CONTRACTOR SHALL RESISTANT.
MASONRY REINFOiP.CING PROVIDE 2 INCHES MINIMUM OF ASPN44LTIC CONCRETE AT PARKING LCT. BE RESPONSIBLE TO "BLENDING" DIFFERENT COLORS OF MASONRY UNITS.
BLEND TO OMIT ANY OBVIOUS STRIPES OR LARCsE ALAS OF UNIFORM (TUNNEL ROOF)
PREPARE SUESGRADE WITH 6 INC'4E�S MINIMUM OF I INCH MINUS, COMPACTED COLOR
METAL CEILING PANELS—
TO SS% OF THE MAXIi"•1UM DRr DEN:a!T'r. PROVIDE 2" Or- 3/4" MINUS FOR SCOPE:
SPECIAL INSPECTIONS SHALL BE PEFWCR11ED BY "CARLSON TESTING, INC." LEVELING COURSE. m
PHONE NO. 684-3460
PROVIDE ALL FASTENERS, TRIM PIECES, ETC. REQUIRED FORA
PAVING SHALL COMPLY WITH "ASPHALT PAVING INSTITUTE OF OREGON" COMPLETE. PROJECT.
w
"COMMENDED DESIGN AND CONSTRUCTION PROCEDURES, LATEST EDITION,
COORDINATE OPENINGS FOR LIGHT FIXTURES WITH ELECTRICAL
APPLY 4 INCH WIDE PARKING STRIPES AND DIRECTION SIGNS WHERE SHOWN. CONTRACTOR PROVIDE ADEQUATE SUPPORT AT PANEL ENDS AT
USE RODDA PAINT CO. NO. 611 WHITE. FIXTURE LOCATIONS.
COLOR: WHITE NOTES
SHEET
I
SI 197-0044 I
12390 Scholls Perry Rd. Oo3
I of 9 _ _ -
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IT IS DUE TO THE QUALITY OF
No.ye 01=12V ••.
THE ORIGINAL DOCUMENT. --- ------ - ----- - --till
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DIVISION & WOOD AND PLASTICS Di-VISION S DOOMS AND UJINDOuJ%`_/ DIV151ON 15 MECHANICAL � - --- _--- �
OD DOORS, WINDOWS, AND GLA85 HVAC:
GENERAL MECHANICAL SYSTEM IS TO BE BIDDER DESIGN. and Construction Services Inc.
ALL NAILS TO 5E CC*JI"IMUN OR GALVANIZED BOX N,-.ILS, NAILING TO BE PROVIDE ALL DOORS AND WINDOW6 AS NOTED ON DRAWINGS. ALL DOORS CONTRACT; SHALL BE RE5PONSIBLE FOR PROVIDING NECESSARY DRI"WINGb 1 �
IN ACCORDANCE WITH TABLE 25-0 OF THE MOST RECENT EDITION OF THE AND WINDOWS SHALL MEET CH,dPTER 13 OF THE Obb.C. AND THE STATE AND OBTAINING REQUIRED PERMITS. 9025 S.W. Ct+nter Street P.O. Box 23784
UBC. OF OREGON, ENERCsY CODE COMPLIANCE MANUAL. Tigard, Oregon 97223
MECHANICAL UNITS SHALL BE tiOGATED IN TUNNEL AN HUNG FROM CEILING.
ALL WOOD 114 FDnRMANENT CONTACT WITH CONCRETE TO BE PRESSURE TREATED -WITH A WATER 15ORNE PRESERVATIVE IN AC:CORDAIvCE WITH 'STANDARD AND I WINDOW SYSTEM�L�yTS/GAULKINGB USED ARE COMPATIBLE WITH DOOR ALL VENTS, HOODS, ETC•. REQUIRED, wHIGI•4 PENETRATE THE ROOF STRUCTURE Phone (/503) 62 )-2086
SPECIFICATION POR PRESSURE TREATMENT OF TR'IDER PRODUCTS', SHALL MATCH ROOF COLOR. PROV!DE SHOP DRALUIW-18 OF ALL ITEMS l /
ASTM DESISNATION D11roV. FAX: 503) �'�r-3636
DOORS AND FRAMES: °ENETRA i INC THE ROOF FOR APPROVAL. COORG INATE WITH ROOFING
CONTRACTOR.
ALL LUM5ER SHALL HAVE A GRADE STAMP. EXTERIOR DOORS AND FR-4-IES SHALL BE METAL,
DOOR TO i,4Av:: 20 GAUGE STEEL SKIN AND FRAMES SHALL BE Ib GAUGE MAKE INSTALLATION OF AL,LiTM8 IN COMPLETE ACCORDANCE WITH ALL
'.UM®EK GRADES: 6TEEL WITH MITEMED CORNERS. CODES OR REGULATION5 SET FORTH BY STATE AND LOCAL AUTHORITIES.
WALL FRAMING MEMBERS: DF-L NO. 2 OR BETTER. DOORS S+aALL BE WEATHERSTR!FPED. HVAC CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING UNIT HEATER
LOCATIONS, ETC. PLUS FIXTURE MANUFACTURERS AND CATALOG NUMBERS
SHEATHING: DOORS SHAL "-c PRIMED AND PAINTED FOREST GREEN TO MATCH METAL AND CUTS.
ROOF SHEATHING: 5/8" APA RATED SHEATHING, ROOFS AND CLADDING AT BEAMS.
32/16. EXPOSURE 1, STRUCTURAL I SHALL BE CERTIFIED ACCORDING TO AbTM E-283 FOR II CFM PER ":OCT
NAILING PATTERN: USE 8Gi NAILS, GALVANIZED OF DOOR CRACK AND MEET SPECIFICATIONS OF THE STEEL DOOR
b INCHES ON CENTER AT EDGES INSTITUTE.
12 INCHES ON CENTER AT FIELD PLUMBING: y,
WINDOWS (AT TUNNEL)
PLUMBING IS TO BE BIDDER DESIGNE!✓ SEE INTERIOR DRAWINGS FOR
CONTRACTOR SHALL BE RESPONS15L.E FOR DESIGN AND iNSTALLATION FIXTURE LOCATIONS. +"1�� R
FIRE BLOCKING OF WINDOW SYSTEM. WINDOW WALL SYSTEM SHALL BE CAPABLE OF
SUSTAINING WIND LOADS AND DEAD LOADS APPLIED TO GLA55 AND MULLION CONTRACTOR 9«-IALL BE RESpON91BLE FOR PRO'✓IDING NECESSARY DRAWINGS E\r��t:i
PROVIDE FIRE BLOCKING AS REQUIRED ^.S REQUIRED IN THE SYSTEM. SYSTEM WILL BE CAPABLE OF MAINTAINING WATER TIGHT ASSEMBLY AND OBTAINING REQUIRED PERMITS. J
FOLLOWING LOCATIONS. IN TUNNEL ENVIRONMENT.
IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, MAKE INSTALLATIONS OF ALL ITEMS iN COMPLETE ACCORDANCE WITH
INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR WINDOWS SHALL BE A 2" X 4-1/2 OFFSET GLAZING SYSTEM WITH CODES AND REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES.
LEVELS AND AT 10'-0" INTERVALS BOTH VERTICAL AND INSULATED GLASS. GLAZING SHALL BE OFFSET TO INTERIOR SIDE.
HORIZONTAL. SUBMITTALS: THE PLL: IBING CONTRACTOR SHALL SUBMIT DRAWINGS
SHOWING PIPING LOCATIONS, SIZES, AND ARRANGEMENTS TO THE
AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL WINDOWS MULLION' 3+-4ALL BE ALUMINUM WITH A POLISHED ALUMINUM ENGINEER BEFORE STARTING WORK
AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, FINISH. PROVIDE COLOR SAMPLE FOR APPROVAL.
DROP CEILINGS AND COVE CEILINGS. SHALL BE CERTIFIF:0 ACCORDING TO ASTM E-283 FOR 037 CFM ,'SER
IN OPENING4 AROUND VENTS, PIPES, DUCTS AND SIMILAR TOOT OF WINDOW SASH CRA,X-
IOPENINGS IJHICH AFFORD A PASSAGE FOR FIRE AT CEILING PROPOSED ALTERNATES SHALL BE ACCOMPANIED BY MANUFACTURER'S
AND FLOOR LEVELS, WITH NON-COMBUSTIBLE MATERIALS. LITERATURE AND CUT SWEETS. ALTERNATE MUST BE APPROVED
BY OWNER AND ENGINEER
MANUFACTURED TRUSSES DIVISION I ro ELECTRICAL
TRUSSES SHALL 6E DESIGNED TO THE DESIGN LGAD5 AS NOTED AND
�I 1-23-W
FOR THE ADDITIONAL LOADS IMPOSED BY THE AIR DRYERS LOCATED
IN THE ATTIC SPACE. ELECTRICAL 03Y SEPARATE PERMIT/BIDDER DESIGN) REVISIONS:
PROVIDE SHOP DRAWINGS DEPICTING TRUSS LAYOUT, CONFIGURATIONS. C�I �` I I C� MAKE INSTL',LLATION OF ALL ITEMS IN COMPLETE ACCORDANCE WITH ALL �—
DETAILS AND CALCULATIONS SHOWING THAT THE TRUSSES :AN SUPPORT D I 1`� I O� ` J F IN 15f 4E%'' CODES ANO REGULATIONS SET FORTH BY STATE AND LOCAL AUTHORITIES.
ALL LOADING CONDITIONS.
GONTR:CTOR IS RESPONSIBLE FOR PROVIDING ALL NECESSARY DRAWINGS/
AN APPROVED (BY NIICOLI ENGINEERING) SET OF TRUSS SHOP DRAWINGS DOCU'IENTS AND FOR OBTAINING PERMIT.
SI•+ALL BE ON SITE PRIOR TO FRAMING INSPECTION. GYPSUM BOARD
GENERAL
INSTALLATION AND FINISHIWx OF GYPSUM WALLBOARD SHALL CONFORM
DIVISION -1 THERMAL 4 1"10ISTR� TO THE GYPSUM WALLBOARD MANUFACTURER'S STANDARD SPECIFICATIONS.
U_ PROTECTION
INSTALLATION
FOR SINGLE LAYER ATTACHMENT USE 1-1/4" LONG BUGLE HEAD SCREWS
INSULATION AT 16 INCHES ON CENTER
EXTERIOR WALLS:
MASONRY WALLS AT OFFICE, MECHANICAL ROOT"i AND TUNNEL
SHALL HAVE VERMICULITE OR EQUAL FILL INSULATION IN VOIDS. PROJEC l:
ATTIC: R-30 FIDEW.1LA9S BA'T9 � PACIFIC
,
INSULATION SHALL HAVE A PERM RATING OF ONE OR LESS AT WARM SIDE
(WINTER) OF WALL. CAFE WASH
NEAT DUCTS: R-5
112390 S.W. SCHOLLS
FERRY ROAD
CONCRETE TILE ROOF TIGARD, OREGON
_---
CLIENT: `
PROVIDE ALL TILES, FLASHING, TAPES, ATTACHMENT CLIPS/WIRES,
FOAM, BATTENS, OtOOF PENETRATION FLASHING (PLUMBING JACKS AND \ / I 11HOMPSON
VENT FLASHING, ETC.) REQUIRED TO PROVIDE A WATER TIGHT ROOF D I Y I S I ON 10 SIp EC I ALT IE5
SYSTEM. (ONE SC.URCF RESPONSIBILITY). ANG
MATERIAL: DAVIDSUON
ROOF TILES SHALL BE MANUFACTURED BY MONIER ROOF TILE INC. �����
STYLE: SHAKE
COLOR: CHAR-GRAY
INSTALLATION: DIVISION 11 EQUIPMENT
SELECTION AND INSTALLATION OF UNDERLAYMENT, TILES, FLASHING, Date: 11-17-97
AND ACCESSORIES SHALL BE IN ACCORDANCE WITH UDC CHAPTER 32,
TABLES 32-D-1 AND 32-D-2, UNDER STANDARD 32-12 A.-40 MONIER Scale:
PUBLISHED APPLIc:ATION RECOMMENDATIONS OR LOCAL BUILDING CODE
fMQUIREMENTS WHICHEVER IS MORE STRINGENT. Drawn by: JDA
DIVISION 12 FURN15HINGS Criecked by: SET
PROVIDE ANTI PONDING FOAM AT ALL STARTER COURSES. Jab No.: R 0
97022
PROVIDE RIDGE TAPE AT ALL HIPS AND RlprsES. Drawing O.: 97022
DRILL ANC) WIRE ALL HIP CUTS WITH COPPER WIRE. —
PROVIDE SPACE BETWEEN THE CEDAR BATTENS AT EVERY 4'-0" FOR
WATER PASSAGE. cc
SPREAt) COLOR RANGE ON ROOF IN ORDER TO INSURE A CONSISTENT BLEND DIVISION 13 SI EC I A� CON%5T RUCT(ON
OF COLORS AND TO AVOID PATCHES OR STAIR STEPPING OF COLORS.
QUALIFICATIONS AND WARRANTY
INSTALLATION CONTRACTOR AND LEA'.) MAN OF INSTALLo6TION CREW SHALL
HAVE A MINIMUM C)F FIvS ;'EARS EXPERIENCE IN CONCRETE TILE ROOF
INSTALLATIONS.
BEYOND TI-E MANUFACTURER'S WARRANTY, THE CONTRACTOR SHALL 7PROVIDE A DIVISION 1 4 CONVEYING 5YS_ 1 9115
TWO YEAR GUARANTEE ON THE ROOFING INSTALLATION AND WORKMANeWIP.
AS AN ALTERNATE, LIFETILE CONCRETE TILE ROOFING PRODUCT MAY ESE NOTE%9
SUBMITTED AS AN ALTERNATE. PROVIDE PRODUCT LITERATURE, ICBG
REPORT AND SAMPLE FOR APPROVAL.
ALTERNATE: SHEFT ---
SIT97-0044 --'-
12390 Scholls Ferry Rd.
4 of 9 1004
...........
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d and Construction Services Inc.
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9025 S.W. Center Street ' P.O. Box 23784
(j) r'��D OVAL C�� �E 5T,4Ui2ANT Tigard, Oregon 91223
Phone: (503) 620-2086
I L FAX: (503) 684-3636
,k---- — — — 94'-113/4" 3g1.2��
PROJfECT 15OUNDARY
LANDSCAPED AREA
REMOVE i`XTG. _ � EXI TING CURB AND I.AND3G4PED AREA , �r� , - , f•
CURB. CONSTRUCT _ �- _� = y LEASED AREA FOR L�
NEW CURB RAMP _ \ T
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STRIPPED ACCEB - - - - - --- --- _ - --- --- - -�
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II � NEW SIDEWALK � -Mm-m mW 5'-0" NATURAL
EXISTING CURBFGAS LINE EASEMENT 20' POLE
EXISTING CURB i EXISTING CURB- EXISTING CURB'� _ METER
AND SIDE:IALK Ir
-�r AND CONCRETE WATER LANDSCAPED AREA
APPROACH 1 y G2UAL I TI' CAT
-L =�. FACILITAPPROACH
MB ARD- DISABLED PARKING
�_CA CH Q ! SPACE
BASIN VACUUM ISLANDS
TAX LOT: 8O024'-0" 24'-0"
- _- .. - - - -- - - --_ - ---- - - -' - - - - - - - - _ y TAX MAP: 15134BC
y EXISTING CHAINnj 1-23-98
ROAD OA _, /' G I :ONCRETE _ -- LINKED FENCE
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_ REVISIONS, _
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EXISTING S.D. MANHOLE I 5'-0" NATURAL
EXISTING CURB CEDAR SLATS GAS LINE EASEMENT
EXISTING FIRE \ EXISTING STORM DRAINAGE
AND SIDEWALK �
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OFFICE STRUCTURE FERRY ROAD
TIGARD, OREGON
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L AND
k-� _�EXISTING PGE TRANvFORMER DAVIDSON
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TELEPHONE
CABINET
Date: 11-17-97
Scale: 1" = 1'-0"
Drawn by: JDA
Checked by: JDA
NORTH
Job No,: 97022.0
Drawing No.: PERMITsite
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9025 S.W. Center Street I P.O. Box 23784
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12390 S.W. SCROLLS
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TIGARD, OREGON
I i CLIENT:
ATHOMPSON
DAVIDSON
- - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -- 1- - - - - LEASE
Date:
Scale: 1" = 2o'
Drown by. JDA
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Job No.: 970220
SITE PLAN Drawing No.: PERMITsitet
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IIII IIIIIIIII IIIIIIIII IIUIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIII�IIII lul�llll illllllll IIIIIIIII IIIIIIIII IIII�III IIIIIIIII IIIIIIIII iIII�BII inl�lm iul�uu iul�nu inl�un imam iul�uu iul�uu iIll�uulIl�!IIi!illu�hn ol�lin ml�un ml�uu 611nn inilull
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and Construction Services Inc.
9(25 S.W. Center Street ' P.O. Box 23784
tIc-DONALDS f'ESTAURANT
Tg7rd, Oregon 97223
Phcoe: (503) 620-2686
FAX (503) 684-3636
' EXISTING EvEW_zREEN TREES
� f1Ff.�iON
Irl tZda
12
I
i1 30' CL AR SION AREA �..
,, - . . . . . . . . . . .
1 . . .
L
. . . . . . . .
.. LIGHT 1
_ REVISIONS: _
I
V,4C'ANT LOT
f
NOMH
LANDSCAPE PLAN
'" 20'
PROJECT:
FLANTING SC�4EDULE
_ PACIFIC
A COMMON NAME CARWASH
i
BOTANICAL NAME 12378 S, W. SCH OLLS
QTY SYMBOL SIZEIMIN.) SPACING
FLOWERING BEAR "CLEVELAND SELECT" FERRY ROAD
3 PYRUS CALLERYANA 3" (,:AL.IPER AS SHOWN
• — - .— -- TiGARD, OREGON
RED SUNSET MAPLE '
3 ACER REBRUM MAPLE 3" CALIPER AS SHOWN
!� 2All&
_ CHANTICLEER FLOWERING PEAR2" CALIPER AS SHOWN CLIENT:
PYRUS CALLERYANA CHANTICLEER ,
.T. RHODODENDRON
THOMPSON
13 r, ANAH KRU5HKE_ 3 GAL CANS AS SHOWN
AND
LAUREL OTTO LUYKEN
5 _
'r PRUNUS LAUROCEROSUS 5 GAL. CANS AS SHOWN DAVIDSON
VIBLIKNUM DAvIDII
20 VIBURNUM DAVIDII 5 GAL. CANS AS SHOWN
_ LEASE �
GOLDEN CHAIN
5 LABURNUM x WATERII 2" CALIPER AS SHOWN
_ ARBORyITAE
2Date: 11-17-q7
THUJU " CALIPER .,S SHOWN
-- Scale.:
• CONTRACTER SHALL '✓ERIF1' THAT THIS MAPLE Dawn by: JDA
IS OF SAME TYPE AS STREET TREES TO TyE WEST Checked by: JDA
AT SOUTHERN 6IDE C ACCESS DRIVE FF?OM
NORTH DAKOTA. Job No.: 970220
Crowing No.: PERMITIandp
GENEfi;RAL NOTES
I. ALL LANDSCAPED AREAS SHALL BE PROVIDED W/ AN IRRIGATION
SYSTEM. THE CONTRACTOR SHALL PROVIDE IRRIGATON DWGS
TO THE CITY OF TIGARD FOR APPROVAL.
I
2. ALL PLANTS SHALL CONFORM OT ALL APPLICABLE STANDARDS OF
THE LATEST EDITION OF THE AMERICAN STANDARD FOR MURSERY STOCK
4 . � � ` .. (AN.B. 1.260.1)
LANDSCAPE
'.` �'' 3. PLANTING MEDS: 12" MIN, SANDY-LOAM SOIL AT PLANTING BEDS
W/ 2" MIN. MEDIRI"'' BARK OR LEAP MULCH. PLAN
4. TREES 4 SCI-IRUBRY AT ACCESS POINTS TO SITE SHALL BE MAINTAINED IN ---- — ---�----
ORDER' OT PROVIDE A 30'-V CLEAR VISION AREA. NO OBSTRUCTIONS SHEET
{
lv� ARE 4•1-LOU ED BTWN. 3 4 8 FEE)- ABOVE GRADE IN THESF AREAS. -
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1 . 2
51197-0044
1 Z+90 scholls Ferry Rd.
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IF THIS DOCUMFNT IS LFSS TTT(Ilf I� IIII 1111!11 IIIA I Illlllllllll I IIIIIII 1111rJ71►II�11r lllll 11111111 lllllll IIIIIII III I I IIIIIII IIIIIIIIIIIITII l�lll ,1i�1�1 lj1I111 IIIIIII 1111111IIIIIIII III 1 1 - ,Fr�, ,„w,,"'
LFGINLF THAN THIS NOTATION, I I 1 I _ _I �� I _ I�_Y�I 14L- —II 1�— f `�� —" 1 ` i —
1T IS DUF 'i0 THF QUALITY OF Wil_ _ Of_ at
THF ORIGINAL DOCUMENT. -- — ---- - --- - --- — — _-- — - -- NO�e
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and Construction Services Inc.
9025 S.W. Center Streei ' P.O. Box 23784
Tigard, Oregon 97223
Phone: (503) 620-2086
I
FAX:
II�� IIII (503) 684-3636
"o.
"
L —
FLOW7.
- - — — — — — — — — — — — — — — - --- — — — — — -- — -
-� TOP G7FFOUtiGAT!ON
ULL v. ■ 2313.5'
12 !
�I
77/
-01
WATEi' OU L!TY FA TT ,c 1
SEE D--':TAI I T;415 HEFT
REVISIONS: _
,-
RIM I_LEv.■ 2315'
I.E. C)UT■ 23108'
o4N7 242 vYI
_F"IM E:LEV.■ 233.98'
I.E. OUT■ 23058'
13'-4”
P L A N REMOVE EXGESf. SOi" FRU"'1
THIe AREA AND REGRADE TO
�/ ATCH EX15T'ING PERiMITER
'r z \ \ GPAPE6 AND NEW PROPOSED
" M'IPE OUTLET PIPE= OUTLET
I.E. OUT• 233.99' IF.. OUT■ 233:39' \�_ _ PROJECT:
\ ` \ 7.39 ----
CM. M ELEV,■235=' �� -m 5'-rD
— " �' � PACIFIC
IE:. O (NGRTH)■ 23:5.95' WATER LEVEL \�-�- CAR
WASMI.E. OUT• ::3j.9m 233.98 _
_ - - _ _ - - — _ _ - -- - 12300 S.W. SCHOLLS
�� FERRY ROAD
11, -
! TIGARD, OREGON
CLIENT:
SECTION A - A
y.
THOMPS'ON
w AND
DAVIDSON
4
LEASE
Nom
PLAN
DRY POND DETAIL GRADING
II s 20' Daie: 11-17-97
N.T.B. Scale: 1"
Dawn by. JDA
SEE SHEET 1.4 FOR MAINTENANCE PLAN FOR DRY POND. Checked by: JDA
GRADING NOTES Job No.: 970220
----- ------ [Drawing No.: PERMITgroding
SITE DATUMN: 1AE NORTH EA-46'i PROPERTY PIN
TOP C71° rIN =: 240*0' j
i
EX115TING "UP OF PAVEMENT
r '
PROPOSED TOP OF PAVEMENT GRADING
UNLESS N(0.)TED OTHERWISE
PLAN
CONTOURS SHEET
SIT97-0044
12390 Scholls Ferry EtJ. •
Si o f 9
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IFTHISbOCUMFNTISLFS: �T� I ISI I � I ISI ISI I � I � I 1 � 1 lel I „ I �'I Iii I � IjI � ISI I � l l � l lel I � 1 1 . 4 Ij' i II {
1 I 1 1 i �
LFGIBLR THAN THIS NUTATION, 1 2 � 4�_---_ �_ �_ L�� /
IT IF, DUF TO THF QUALITY OF
No.ae 8/fir__--'
THF ORIG]tlAl, QOCUMFNT. IIIIIsIII�!III�IIS9III LII I II I_ I
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RECIPROCAL INGRESS - EGRESS
SANITARY SEWER NOTES ELECTRICAL SERVICE NOTES and Construction Services Inc.
.� UTILITY EASEMENT PER FEF:
NO. 3m-11853 t 92-2312>g
9025 S.W. Center Street ' .0. Bax 231 4
r1go(d, Oregon 97223
THE SANITAR'+ SELLER LINE FROM THE EXISTING S.S. LINE TO WITHIN 5'-0' THE EXISTING ELECTRICAL SERVICE WAS EXTENDED TO THIS PROJECT
OF THE BUILDING %4ALL BE CONSTRLr_TED OUT OF PVC., ASTM D-3034 SDR 35. WHEN THE ADJACENT STRUCTURE (OIL CAN HENRYS) WAS CONSTRUCTE=D. - - ----- - - i -------
;i ". THE CONTRACTOR IS RE6PON5I5LE FOR VERIFICATION OF THE EXACT I I Phone: (503) 620--2086
ALL PIPING WITHIN 1'-0' OF THE BUILDING SHALL BE OF A MATERIAL WHICH 15 LOCATION OF THE EXISTING LINE=. t,.__ EX'5rING S•5 _'NE I cA.x: (503) 684-3636
APPROVED FOR INTERIOR USE ALL OTHER PIPINS CAN BE 3034 P.V.G (I ;
UNLESS OTHERW13E NOTED. THE EXISTING CATV SERVICE WAS EXTENDED TO THIS PROJECTI ri i -
WHEN THE ADJACENT STRUCTURE.. (OIL CAN HENRYS) WAS CONSTRUCTED.
PROVIDE GLEAN OUT EVER` 120'-0" LF. OF PIPE AND BUILD(NG. THE CONTRACTOR IS REESPON51BLE FOR VERIFICATION OF THE EXACT - T
REFER TD SHEET 2.1 FOR REST RI<'.)OM LAYOUT. LOCATION OF THE EXISTING LINE. +,
I �
CONTRACTOR SHALL EXPOSED EXISTING LINE AT "TEE" CONNECTION Q '� ExI:;TINCz t"iCDONALD'S RESTAURANT
C
LOCATION AND FIELD VERIFY EXISTING INVERT OF S.S. PIPE. THIS SHALL USE LONG SWEEP ELBOWS INTO BUILDING AND AT ALL CHANGE OF DIRECTIONS.
13E DONE AT BEGINNING OF PROJECT AND ENGINEER SHALL BE NOTIFIED
IMMEDIATELY. O /
PROVIDE A CONDUIT FIRLYllf SERVICE PANEL TO EACH VACUUM ISLAND,
POLE LIGHTS, EXTERIOR SIGNAGk AND TO MENU BOARD (SEE SHEET 1.1).
a,
"TEE" CONNECTION iNTO �XPIRES 17.-3�-5�8�
mom— lm,
MEDICAL CENTERRAIN
M_C LAlt-t PIT
15.
5.- ANITA / �- i 1
SE W11 R EASE T ^ � �j
GA 5 LINE
_ T I ,EXTG. 5'-0" GAS LINE
1
IE. IE.-OUT
� EASEMENT
~ 3 REI IPROCAL INGRESSII- EGRESS I) -ELEC. METER - _ I -� C.O.
1
t ILITY EASEMENT P R FEE / ---' RAIN RAIN 03 RAIN D N 02 -. -�
� NO 9m-11L'53 t 92-231 8
/WATEI� - - _.-- -- C.O. I i
�\ \ I / Gil1ALITY �D-- —3" S.D. ,
I \ /n2
- -- 1�'° / RECISIONS EXI&_ I ' WAI LINESEE WATER / . I .93' '� / •SERVICE NOTES. _
ACCr SS ROA a / i/ "(--ELEC. LINERAjN
I � I
x; I t DJ�A!N
A
EXTG. SANITARY SEWER � ^'!,:.�,�CLE ',.\ j �!r -.✓' ,s.� � -�D
'
SS - --
�= 0 13
� I - ----- - -- -- , -- - -i- Sp --- - -- -- - - -- -- - -- -- -Sp--- ---- -_ - --_,
ell LU
O 6 W- - - - - - - - - - - - - - - F'" W- - - - - - - - - -- - - - - - - - - - - -
- - -��-rte- - - - -- - - - - - - - - - - �', EXTG. STORf1 SELLER
~ �
l ST SELLER EASEMENT
} ' I FEE NO. W-62615 (VERIFY LOCATION) I -`-EXTG. FIRE HYDRANT ,,, I EISTI�IG SD. MANHOLE
EXTG. !!�"c LuATER LINE
VACANT LOT
r I ( t METER � EXISTING WATER I I � I I
i LINE STUBBED i
' ( I FOR "VACANT
r 1 n
i : LOT I� PHONE CONDUIT
STUBBED TC 51TE
PROJECT -- -
,,� ; LEGEND I PHCIF-IC
I �EXISTING 4"0
�. ,e
I O!L CAN HENRY'S l I ELEC. CONDUIT 0 EXISTING FIRE HYDRANT CARWASH
5 TE 5TUBBED TO I�7 L
5'-0" GAS LINE
O MANHOLE I i EASEMENT 12378 S.W. SCHOLLS
.,
60 o I ❑ NEW CATCH BASIN (TRAP TYPE) I FERRY ROAD
a I I I ( TIGARD, OREGON I
a NEW WATER METER
� I � I CLIENT:
—1 1/2"" W— NEW 1 1/2" WA T E+< L INE I I
STORIORAINAGE NOTES GENERAL NOTES ! � EX15TING WATER LINE
I I THOMPSON
INFORM,4TION ON EX15TING UTILITIES AND FACILITIES WAS OBTAINED I I ---SC--- STORM DRAIN I I AND
y PIPE SIZING HAS DETERf !INFO BY THE UNIFo�► PLUMBING CODE TABLE 14-2. FROM DOCUMENTS PREPARED BY WESTLAKE CONSULTANTS INC. FOR LAND i
USING 3" OF RAIN PER HOUR, PART'!TION5 AND AS-BUILT DOCUMENTS FROM OIL CAN HENRYS. I ---55-- SANITARY SEWER I i DAVIDSON
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING LOCATIONS
FROv,DE CLI=AN OUT EVERY 100'-0" LF. OF PIPE AND AT EVERY DOWNSPOUT, OF ALL. UTILITIES. � ---------- ELEC. t PHONE LINE I I
l I LEASE
ALL PIPIr:j WITHIN 5'-2)' O;: THE BUILDING SHALL BE OF A MATERIAL WHICH IS
APPROVED ":OR INTERIOR USE (A"B.SJ ALL OTHER PIPING CAN BE 3034 P.Y.G.
UNLESS OTHERWISE NOTED. ---
REFER TO '>HEFET 13, DETAIL 1, FOR WATER QUALITY FACILITY INFOFSMATION. WATER S`E.RV1fC.%,E NOTES , ____ __ .__ _ Date:
\EX,STING PGE TRANSFORMER - - _ _ Scale: 1 20'-0"
-- EXISTING TELEPHONE SERVICE
RAIN DRAIN It -- — AREA - 1,500 SF. ALL MATERIALS AND DEVICES SHALL BE INSTALLED AND APPROVED
(BUILDING) BY THE CITY OF TIGARD. SUBMIT REQUIRED DOCUMENTS AND Drawn by: JDA
n .
MATERIAL DATA FOR APPROVAL 45 REQUIRED. Checked by. PRT
Job No.: 970220
` RAIN DRAIN 12 -- AREA .(���) Drawing
`. THE EXISTING WATER SERVICE WAS EXTENDED TO THIS PROJECT WHEN THE OW ng No.: PERMITfOClllty
RAIN DRAIN 0'3----- — AREA 6,200 5F. 1000 9F.• '1 2)2) SF. ADJACENT STRUCTURE (OIL. CAN HENRYS) WAS CONSTRUCTED. -- - _-----
(CB '2% (BUILDING) THE CONTRACTOR 15 RE5PON8IBLE FOR VERIFICATION OF THE EXACT
LOCATION OF THE, EXISTING LINE.
r� DRAIN LINE 84 - AREA a 1,500 S.F. + 4,000 SF. • 7,200 S.F. 12,100 S.F.
(DRAIN M) (CB el) (C5 82 t (BLDG.)
PROVIDE A REDUCEC> PRE$3URE= PRINCIPLE BACKFLOW DEVICE DIRECTLY j
IBEHIND THE 2" WATER METER. THIS DEVICE SHALL BE TESTED PRION TO
MAKMNANCE PLAN THE CITY" ALLOWING WATER USAGE. THE WATER METER SHAL'_ BE LOCATED
AT THE EXISTING ANGLE STOP LOCATION NEAR THE EXISTIN.; HYDRANT.
THE WATER =ALITY BASIN 13HOULD BE IN$PEG'mc) AFTER EVERY MAJOR THE PLUMBING CONTRACTOR SHALL INSTALL A DOUBLE CHECK VALVE
STORM DURING THE FIRST 3 MONTHS AFTER CONSTRUCT!ON AND I AM". 115LY FOR THE IRRIGATION S1'•BTEM. COORDINATE THE LOG "•TION W/
MEASURE T�+E AMOUt4T t� TIME IT TAKES THE FACILITY To DRAI'A. THE OI,UNER AND SPRINKLER CONTRACTOR.
'i 1.1E BASIN SHALL ISE PLAITED W/ GRASS AND ANY BARE SPOT$ OR FACILI"nES
', , ,t , >` z ERODED AREAS SHOULD t3E QUICKLY LEVELED AND }SEEDED. PROVIDE HOSE a HOSE BIERS As NOTED ON SHEET 2.1. VERIFY
ALL AIr'�A�� SHOULD 1'5E MOWED AND MAINTAINED W/ THE TYPICAL SITE LOCATIONS W/ OUNERS. ���
ti� ff
fx^ MAINTEt4•AN:E PROGRAM / 5CHEUUI.E. FACILITY PLAN / UTILITIES
``{ rr•, , ,"" '''�, '� ACCLPIUJ_ATEC) SEDIMENT SHOULD BE REMnV'E=C) Ff'CX 1 THE BASIN AREA 20' PLAN
OF THE FACILITY, REMOVAL SHOULD OCCUR WHEN THE TRENCH IS
tHGR�,KsHt-Y DRIED OUT-
"
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1 . 4
SI-T97-0044 dr.
12390 Scholls Ferry R r ; `
11. r +7M - -� �•..'1-'^_ ��1•�lr1A"iVYMk�IIM��lRN�1�"ifC,'AR.lIMIM*...c7RrwaaNIOOA�e�aerr.•M9v"'r' sM� +'.:urMl+h �+w'MKi'N+A. _ -��.���. .. ., ... ..+rt.:.,..._-...,.,...- _..._ ... ._..,.._.
. - _ ,,'_.. .. . ..
1F THIS DOCUMRNT IS LESS 1�1 lllllll'1�11111 I�T1IjI 1111111 111 I IIIIIII 1�1� .gF11l_1111111 1 111TT11 1111111 IIIIIII IIIII I IIIIIII IlllllT 111IT1t 11111 1 T�TjT1T 1j1 T 1 111111111,111111 lltlilllill.l..l...
fI ) I I I II I II
LEGIBLE THAN PHIS NOTATION, 1 I 2 I 1 I 4 I 6 1 �I I 8 �
IT IS DUE TO THE QUALITY OF ��
rw.ae �•�
THE ORIGINAL DOCUMENT. -- -- -- - -- --- - - __- j
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