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ABBREVIATIONS BUILDING INFORMATION PROJECT INF--ORMATi0N TABLE OF: CONTENTS
ADJ. ADJACENT MECH. MECHANICAL BUILDING CODE: 1997 U.B.C- W/ OREGON AMENDMENTS 00 GENERAL INFORMATION
AFF. ABOVE FINISH FLOOR MIN / MN. MINIMUM
ALT. ALTERNATE MISC. MISCELLANEOUS BUILDING FOOT PRINT: 14,000 OF. 0.1 COVER °+MEET
ALLUM ALUMINUM MNT. MOUNT. / MOUNTED 0.2 NOTES 4 SPECIFICATIONS
APPROX. APPROXIMATE MTL. METAL TOTAL AREA: 191526 OF. cw ' ' ;
ARCH. ARCHITECT N LC. NOT IN CONTRACT let FLOOR MANUF. 4 DENNY MEYER C1.0 SITE INFORREVIIONSMATION c —"
DD. BOARD NO. NUMBER WAREHOUSE: 8,891 OF. - /,�� i--
5L[?G. BUILDING NOM. NOMINAL 7340 SW LANDMAW LANNICA.LI ENCs11VEEFMG, fNC.
E W25 S.W. CENTER ST. CU EXISTING CONDITION5 PLAN L 1-28-02 SHEET ADDED
CA. CLEAR ANODIZED I SF.S. NEAR SIDE AND FAR SIDE Ist FLOOR OFFICES: 5,103 OF. TIGARD, OREGON 97224 TIGARD, Or4tVGON 97223 Cl2 SITE PLAN
N.T.S. NOT TO SCALE STORAGE MEZZ.:---30145 SF. (503)620-21986 CI3 SITE DETAILS PLAN
O.C. ON CENTER Cc-'NtAC:T : JAMES D. ANDREUS CIA GRADING PLAN
GEM. CEMENT OD. OUTSIDE DIAMETER CONSTRUCTION TYPE: V-N
CJUCER CERAMIC TPP. OPPOSITE INFORMATION CI.6 LANDSCAPE PLAN 1
C . CONTROL JOINT T.T.7.t. PRESSURE TREATED OCCUPANCY: p 1 F-2 t S-2
CLG. CEILMG T.L. / PLAM PLASTIC LAMINATE
C1"I.U. CONCRETE MASONRY UNIT PCC PATTERNED COLORED CONCRETE' CONSTRUCTION: - PRE-ENGINEERED STEEL BUILDING C20 S t A
COL. COLII'AN PLYWD. PLYWOOD CONCRETE FLOOR ADDRESS: I5208 SIU 74th AVE. C2.1 SITE DE'rAILS
CONC. CONGRETE� PNt. / P.T. PAINT •• CONCRETE
FRAMED WALLS � OPEN WEBBED Tigard, Oregon C2.2 SITE DETAILS
CONT. CONTINUOUS PSB. PENCIL SHARPENER BOARDWOOD
CORK CORRIDOR O.T. QLLARRY TILE FLOOR JOISTS a OFFICE AREA CURRENT ZONING: IP PLANNED INDUSTRIAL 20 BUILDING- PLANS
G.T. CERAMIC TILE RAD. RADIUS '
DET. DETAIL RE'FRIG. REFRIGERATOR CL1f4REyT USE: VACANT LrOT /STORAGE 2.1 FLOOR PLAN
DIA. DIAMETER RDL ROOF GRAIN LEADER
ON. DOWN FEINF REINFORCEMENT PROPOSED USE: OFFICE, W14k''EHOUSE MAIWUR 3.0 ELEVATIONS
_—
DW DISHWASHERREAD. REQUIRED
G.S. DOWN SPOUT
FEB. RESILIENT SPACE FOR I"fEYER SIGN CO 3.1 BUILDING ELEVATIONS DWG. DRAWING R!!". RECESSED ELEC. UNIT HEATER LEGAL DESCRIPTION: TAX MAP: 2511132%432 BUII_DI14G ELEVATIONS
EA. EACH W1. ROOM
E.IFA. EXTERIOR IN ILATION R.O. ROUGH OPENING TAX LOT: 600 4.0 SECTIONS — -- -
AND FINISH SYSTEM be SEALED CONCRETEDEFERRED PERMITS PROJECT:
E.J. EXPANSION JOINT 6:C. SOLID CORE SITE AREA, ?.77 AC. 4.1 BUILDING ;SECTIONS 1� — !
ELEC. ELECTRICITY 17R ELECTRfCAL 8F
. SQUARE FEET
ELEV. ELEVATOR SCC SMOOTH COLORED CONCRETE C}
PROJECT OUNDARY: 6495 8f. NEW BUILDING E. EQUAL SWT. SHEET ELECTRICAL
e1.1LDING AREA: 14~ SF. VICINITY MAI' MEYER SIGN CO.
EXP. EXPANSION SIM. SIMILAR
EXIST. EXISTING 6T. STAIN MECHANICAL
E.U.H. ELECTRIC UNIT 4EATER STD. STANDARD ,48PNALT PAVING: ?8,959 SP,
EXT, EXTERIOR STG. STAGGER PLUMB
FD. FLOOR DRAIN BTL. STEEL LANDSCAPING: 24,436 8F. 15205 SW 74th AVE.
F.E.C. FIRE EXTINGUISHERR PAR�CING: 319 TOTAL
CABINET SfOSTORA&E Tigard, Oregon
P.H.C. FIRE W06E CABINET 6TR ICT. STRUCTURE
FN. FINIOH SU6P. SUSPENDED STANDARD SPACES: 13 _
FL/FLR FLOOR SYNTH. SYNTHETIC CLIENT:
F.O.B. FACE OF BRICK T.O.S. TOP OF STEEL C421PACT SPACES: it TIGARD - ---
F.0.6. FACE OF STUD TEL. TELEPHONE
FRT. FIRE RETARDENT TREATED TRIC THIC0 N 66 ADA (PC)SPACES ? DENNEY MEYER
C PV. Gyraim ZED U—O / UAO. UNLESS OTHERWISE NOTED DESIGN CRITERIA
VAN - PIOOL. ? EtONITA ROAD �
HGT. HEIGHT UtIL. UTILITY BICYCLE PA!@GING: 4 7340 SW LANDMARK LANE
� TIGARD, OREGON 97224
WORM WORIZCNTAL V.C.T. VINYL COMPOSITION TILE
HR HOUR VERT. VERTICAL SOIL BEAIQING PRESSURE: 1500 ps.f.
ID. INSIDE DIAMETER Viuic. VINYL WALL COVERING BASIC WIND SPEED: 80 MPH p
1N6UL ION WC. WATER CLOSET EXPOSURE B _ uj
Jbt. J016T OI6T WD. WOOD
L LAMINATE
W.P.T. WATER 1`ROOFING z — —--
LAM. LAMINATE WT. WEIGHT SEISMIC ZONE: 3
M.O. . IMI` OPENING WaUF. WEWITLDED WIRE FABRIC p p _
MEZZANINE: DL • 15 >s f LL ■ 250 .t3 f U
MAX. MAXIMUM W/O WITHOUT
W/OXT& WITHO T ROOF: DL ■ 15 ps.f. Scale: 10-24-01%Z
u- Drawn by: DJL
DURH/J,M IROAC Checked by. JDA
SYMBOL Job No.: 01-0907
Drawing No.: COVER
Cv �- ~SDE TAIL / DRAWING NUM5ER TESTING AND INSPECTIONS
0
,�DETAIL / DRAWING NAME
SPECIAL INSPECTIONS IN ACCORDANCE WITH CHAPTER 11 OF THE 19%1 EDITION
N Cr- THE OREGON STRUCTURAL SPECIALTY CODE DURHAM
v
COMPACTION REPORTS AT ft- ILDING FOOTIINGS, 6L.AB, AND DRIVE AISLES
REFER TO CAM-SON TEVING 04L. REPORT NUMBER 99-GIIW DATED
Q DEM15ER 9, 1999.
7 •/ SEE INSPECTION REPORT REQUIREMENTO ON :SHEET 01, SITE PREPARATION.
6F'ECIAL IN6PECTION6 SHALL 15E PERFORMED BY "CARL 604 TESTING, INC"
y 6CALE PMOINE NO. 684-3460 OR OTWFR APPROVED AGENCY.
0
IREPORrb SHALL BE SUBMITTED TO ENGINEER 1 CITY of TIGARD. WE PERMIT SUBMITTAL COVER SHEET
PROVIDE 36 HOURS PRIOR NOTICE OF IN6PECTIONS TO NICOLI ENGINEERING, INC.
SfiEET _
-_'74th Ave 15205 -
`~`'&4EET NUMBER PLM2002 00104
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SITE PREPARATION: GENERAL NOTES ■
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GENERAL:
SUMMARY OF WORK
THE PROJECT CONSISTS OF A 14/, 02 8F. PRE-ENGINEERED METAL STRUCTURE WITH A
THE SITE SHALL BE GRADED IN ACCORD,414CE WITH THE RECOMM`IENUATIONS PRESENTED SLAB AND SPREAD FOOTINGS. THE NEW STRUCTURE WILL HAVE 5,123 OF. OF OFFICE 9J25 S.W. Center St. - Tigard, Oregon 97223
IN THE: GEOTECHNICAL REPOR• PREPARED BY CAW60N TESTING; INC,. GT • %-GIM3, DATED SPACE W/ A STORAGE MEZZANINE ABOVE. PROJECT 18 LOCATED AT 15205 SW 14th AVE,
DEC. S, 1999 AND THE GRADI'/G PLAN PRESENTED IN THESE DRAWINGS. (SHEET C13) TIGARD, OREGC)N Phone: 503 620-2086
Fax: �503� 684-3636
STRIPPING: COI;5TRUCTION SHALL CONFORM TO THE OREGON STRUCTURAL
SPECIAL—i CODE, LATEST EDITION, AND LOCAL BUILDING REGULATIONS.
ALL I=XISTING FILL, TC;' SO;LB, LOOSE SOILS, DEBRIS AND DELETER!OU8 MATERIALS
(ROOTS GRASS OR .>TWER ORCsANIC MATERIALS) SHALL LSE REMOVEC TO FIRM NATURAL
GROUND PRIOR TO ANY NEW FILL PLACEMENT. THE PROJECT SOILS ENGINEER SHAL L,
DETERMINE THE ELEVATIONS OF FIR11 NAl'URAL GROUND AND APPROVE THIS SUBGFtADE, IN
WRITING, TO THIS FIRM, PRIOR TO ANY FILL PLACEMENT. ALL DEBRIS 4 ORGANIC MATERIAL.. GENERAL CONDITIONS
DERIVED DURING STRIPPING OPERATIONS SHALL BE REMOVED FROM TH18 SITE 4 LEGALLY
DISPOSED OF. THE: ENGINEER -ER SHALL APPROVE, IN WRITING
ANY AL EFNATI_ SUBMITTED FOR APPROVAL. / 16,507
EARTHWORK
SCHEDULES AND ;v RE RT;,
SUBGRADEs THE SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH ��—
RECOMMENDATIONS PRESENTED IN THE SOIL REPORT. "APPROVEL)" - OIkNER OR ENGINEER WILL BE THE SOLE JUDGE OF QUALITY
FIS ALL FILL MATERIALS SHALL BE PLACED IN ACCORDANCE WITH THE AND SUITABILITY OF !"ROP05ED SUBSTITUTION. —Ar
REQUIREMENTS PRESENTED IN THE UBC CHAPTER 33 AND THE
RECOMMfENDATIONS PRESENTED IN THE PROJECT SOILS REPC'rRT.
ITEMIZED COST E,;HEDULE
�QMPACTION REQUIREPIENTB: — —
THE FOLLOWMG SHALL BE CONSIDERED A5 MINIMUM REQUIREMENTS FOR THE FIREPARE, IN FORM S;-',TISFACTORY TO OWNER, A COMPLETE BREAKDOWN OF '
VARIOUS MATERIALS: COSTS, A LIST OF ALL SUBCONTRACTORS, AND SCHEDULE OF WORK
SUBGRADE: S5% RELATIVE COMPACTION
FILL - SOIL8: W% RELATIVE COMPACTION SLIM OF ALL. ITEMS SHALL BE EQUAL •1'O CONTRACT PRICE.
IMPORTED CRUSHED ROCK: S5% RELATIVE Ce. 'Ii_-AC.TION
(SU5ASE OR BASE) FURNISH THE ABOVE TO ENGINEER AND OWNER BEFORE FIRST MONTHLY
PAVED AREAS: W% RELATIVE COMPACTION PARTIAL PAYMENT REQUEST.
• SUBMIT WAIVERS Oc LIENS FPOM MATERIAL SUPPLIERS AND SUBCONTRACTORS
" TESTING ! INSPECTIONS: AS MATERIAL IS DELIVERED AND WORK COMPLETED.
THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL BE PRESENT DURING EARTHWORK
• OPERATIONS TO COMPLETE COMPACTION TESTING AND 05SERVATION OF THE PROJECTS
• EARTHWORK PROCEDURES.
GENERAL NOTE'S
SUBGRADE APPROVAL: THE INTENT OF THESE PLANS IS TO PROVIDE CONTRACTORS A GUIDE i
THE SOILS SHALL ENGINEER SHALL SUBMIT WRITTEN NOTIFICATION OF THE FOR A FULL, COMPLETE AND WORKABLE PROJECT INSOFAR AS THE DRAWINGS
BUBGRADE APPROVAL.. TO TH!S FIRM FOR REVIEW PRIOR TO NEW FILL PLACEMENT, SHOW AND/OR THESE SPECIFICATIONS CALL FOR.
DAILY REPORTS: PERSONS INVOLVED IN WORK ON THIS PROJECT SHALL BE RESPONSIBLE
THE SOILS ENGINEER SHALL SUBMIT COPIES OF DAILY FIicLD REPORTS TO THIS FOR EXAMINATION OF BUILDING SITE, PLANS AND SPECIFICATIONS.
OFFICE, ON A WEEKLY BASIS, FOR REVIEW. FAILURE TO D:) SO WILL NOT RELEASE SUCCESSFUL 31r DERE FROM
PERFORMING 'SHE WORG INDICATED BY PLANS AND SPECIFICATIONS.
00Fae1 FILL ACTION_TEST REPORT: I
THE SOILS ENGINEER SHALL SUBMIT A C/_)MPAGTION F4EPORT TO THIS FIRM FOR ALL WORK AND MATERIALS SHALL BE IN RILL ACCORDANCE WI THE —_
LATEST RULES AND REGULATIONS OF THE UNIFOFRf`1 BUILDING CODE, _
REVIEW PRIOR TO PLACEMENT OF ANY CI�ICRETE FOR SLABS ON GRADE OR STATE STANDARDS, THE NATIONAL ELECTRICAL PLW'IBING CODE, LOCAL CITY AND REVISIONS:
FORMATIONS COUNTY CODES AND STANDARDS, THE APPLICABLE REGULATIONS OF THE
UTILITY TRENCH RACK FILL COMPACTION REPORT: LOCAL UTILITY COMPANIES, AND ANY OTHER APPLICABLE LAWS AND
A COMPACTION REPORT AND WRITTEN APPROVAL OF THE UTILITY TRENCH REGULATIONS.
BACK FILL SHALL BE OUBMIITTED TO THIS OFFICE FOR REVIEW PRIOR TO ALL BUILVING TRADES SHALL PEWORM AND COMPLETE THEIR WORK
PLACEMENT OF CONCRETE FOR FOUNDATIONS OR ASPHALT PAVEMENTS. TO THE BEST ACCEPTED STAt4DARDS OF THEIR I'OUSTRIES IN
FOOTING EXCAVATION / C>gSERVATICN6t COMPLIANCE WITH THESE PLANS AND SPECIFICATIONS. COMMENCEMENT
OF WORK BY ONE TRADE AFTER ANOTHER TRADE ESTABLISHES
• FOOTING EXCAVATIONS, PRIOR TO STEEL REBAR PLACEME=NT SHALL BE ACCEPTANCE OF PREVIOUS WC>R< PERFORMED.
OBSERVED 4 APPROVED BY THE SOILS ENGINEER WRITTEN NOTIFICATION
• OF THIS APPROVAL $HALL BE SUBMITTED TO TW18 OFFICE FOR REVIEW PRIOR NO REV:51ONS/MOD IFICATIONS SHALL BE MADE TO THESE PLANS/
TO FOOTING CONCRETE PLACEMENT. SPEGIF!�-,ATIvNS. NOTNFY ENGINEER PRIOR TO MAKING NECESSARY
FIELD MODIFICATION3 ", REVIEW AND APPROVAL, AND/OR THE
IMMIET OR PARKING LOT COMPACTION TEST REPORT: CITY/COUNTY (IF REQUIRED) PRIOR TO ANY C-.OMiMENCEMENT OF
A COMPACTION TEST REPORT AND WRITTEN APPROVAL OF THE SUBGRADE, Wr>RK IF ANY ON SITE REVISIONS/MODIFICATIONS ARE MADE
AND BASE SHALL BE SUBMITTED TO THIS OFFICE FOR APPROVAL PRIOR TO WIT!TOUT APPROVAL THEN THE CONTRACTOR SHALL BE RESPONSIBLE
ASPHALT PAVEMENT PLACEMENT. FOR ALL ASSOCIATED Ce)STS.
WRITTEN DIMENSIONS ON DRAWINGS SHALL HAVE PRECEDENCE OVER
SCALED DIMENSIONS. DRAWINGS ARE NOT BE TO SCALED.
CONTRACTORS SHALL VERIFY AND BE RESPONSIBLE FOR ALL
DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING THE
WORK NOTIFY ENGINEER OF ANY DISCREPANCIES, PPOJECT:
STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO MECHANICAL
AND ELECTRICAL EQUIPMENT SHALL BE VERIFIED BY THE NEW BUILDING
CONTRACTOR F711OR TO CONSTRUCTION.
ONLY APPROVED "CONSTRUCTION SET" MARKED DRAWINGS MEYER SIGN CO.
INCORPORATING ALL ADDENDUM AND DIMENSION 15205 SW 74th AVE.
CLARIFICATIONS SHALL 3E USED DURING THE EXECUTION
OF: T'4E WORK Tigard, Oregon
CONTRACTOR MUST BE RESPONSIBLE FOR iv`ERIFICATION AND
COORDINATION OF SUIS-CONTRACTOR'S WORK TO SECURE
COMPLIANCE OF DR4WINGS AND SPECIFICATIONS, THE CIIENT:
ACCURATE LOCATION OF STRUCTURAL MEMBERS, AND OPENINGS _FOR MECHANICAL, ELECTRICAL AND MISCELLANEOUS F_QUIFrMENT.
DENNEY MEYER
CONTRACTOR AND EACH 91JIM-CONTRACTOR SHALL BE 7340 SW LANDMARK LANE
RESPONSIBLE FOR ANY 1_0135 OR DAMAGE= CAUSED BY HIM OR TIGARD, OREGON 97224
HIS WORKMAN TO THE PROPERTY OF THE OWNER OR TO THE
WORK OR MATERIALS OF CT►;ER CONTRACTORS OR
SUB-CONTRACTORS.
• CONTRACTOR SHALL MAINI AIN INSURANCE THAT WILL PROTECT
THE CXI.INER HARMLESS FRCM ALL CLAIMS OF DAMAGES.
THE C}DNTRACTOR SHALL BE RESPONSIBLE FOR ALL T1=.MPORARY Date: 10-24-01
LOADING CONDITIONS DURIrK� CONSTRUCTION AND SHALL
PROVIDE BRACING AND SHORING WHERE FZEQUIRED. Scale: —
CONSTRUCTION LOADS: THE STRUCTURE HAS BEEN
DESIGNED FOR OPERATIONAL LOADS ON THE COMPLETED Drawn by. DJL
STRUCTURE. DURING CONSTRUCTION, THE CONTRACTOR SHALL Checked by. JDA
PROTECT THE STRUCTURE BY BRACING AND OUPPORTING
WHEREVER EXCESSIVE CONSTRUCTION LOADS MAY OCCUR Job No.: 01-0907
ALL MECHANICAL AND ELECTRICAL WORK SHALL BE UNDER Drawing No.: SPEC-1
g� SEPARATE PERMITS.
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NOTES AND
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DEDICATION 5025 S.W. Center St. - Tigard, Oregon 97223
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Phone: 503 620-201,6Fox: 503; 684-3636
V-m" ADDI IONAI.
DEDIGAtE[� I
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IFIWJF..CT BOUNDARY V WIDE CONCRETE SIDE;WAL b" GARB I 16,507
81DEWALK FROM 12'-6" s NE A�.. ,
ROTATE ROOFMG SITE
o � EXIOtMG DOOR TO i EXISTING '
.)PERTY L1`IE PUBLIC WAY. INSTALL y '
A GATE AT FENCE EXISTING UTILITY POLE
- - - - —=`-ems — -- -- — �- — I I \D N-.66- �L
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EX18T FENCE TO I I
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STORAGE AREA '
, NEW FIRE HYDRANT
BUILDING COLUMNS I I I I
• ��\ �.\ b" CURB I x
NEW WATER METER
PROPOSED BUILDMG
140M SF.
(1410' x 100') r-LAWN� I I I
NEW b" CURB AND V 81DEWALK
1 I
"ATGH BASIN SAW / CUT EDGE OF EXISTING
\\��\ 50' RIPARIAN \\�� , I I EDGE OF PAVEMENT AND
ZONE SET BACK
FROM WETLAND PAVE PER CITY DESIGN
BOUyDARY �jI I I
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• � I bl.S� BLOCK OUT i I I I
REVISIONS:
I 1 12, x 1 2' r 2' x 1 ' El
FOfiLS6EE,$__ i I I
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I REFER TO HARRIS - McMONAGLE
I Im' x 2m' SCREENED i _ " _ ' I I DOCUMENTS FOR WORK TO BE
I ONCRETE
DUMPSTER ENCLOS JRp A ;pl C , I I I PERFORMED IN THE PUBLIC R.O.W.
I W/ CONCRETE SLAT. / � �;I A SIDEWALK
1 GATES SHALL OPEN I
BEYOND '30' P081TICt4 a .� I NEW
i HELD IN OPEN P081TIPK THIPSE BICYCLE } I I FIRE HYDRANT
1 1 m PARKING SPACES
I I
3 i i 3 SPCS Im'-8" 32'
-t---- VAULT FDR 9 ;J I M;x POSED 30' APPROACH
I _ STORM pRAMARsE ,� J —,EXISTING UTILITY POLE
1
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"
ATC44 BASIN
PROJECT:
VEHICLE MANEUVERING,/*
AREA r Ai I°✓''m" 131_1 I
7EWPOSEDRELOLOCATATED ION OF
POLE NEW BUILDING
VAN-CAR _ I I ; MEYER SIGN CO.
Pool SPACE
I
EXISTING FENCE \` W/ SIGNAGE Q--� I I i I 15205 SW 74th AVE.
to BE RELOCATED , 1-8„ • 8'.Z 3 SPrrB • Im'■3m' " 0 8'•36' 2m'-m" I I ' T' ord, Oregon
OR TO BE REMOVED i , 19 y
rk DRIP-RAP FOR ``i U aD POOLVAN- SR 30' LIGHT
SWALE OUTFLOW Q POOL SPACE POLE - TYP. A.C. --
1 _ wr SIGNAGE �'' n I I I CLIENT:
��� i 7 7 D 7 D 7 7 D D O "r •J I — — — ---
1 ,
DENNEY MEYER
J CURB �A�G-� a �— SED 24' APPROACH 7347 SW LANDMARK LANE
IJ I TIGARD, OREGON 97224
I �-f:XISTMG
Imm LF SWALE �NGE - t0 REMAM LINE i -----_N�W FIRE HYDRANT
93'-3"
4'-m" I I
PROJECT BOtMARY �cl°;Ir,� , Date: 10-24-01
NEW PROPERTY
I LINE AFTER ROW. ' ' Scale: 1"=20'
DEDICATION I I
Drawn by: DJL
Checked by. JDA
SITE PLAN I I Job No.: 01-0907 '
N.T.S. I i Draw'.ng No.: SITE-PLAN
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SITE DATA GENERAL NOTES SITE DEVELOPMENT DA TA_
c SITE AREAL —2.11 AC. MARK 1501 SETBACK W/ CONSTRUCTION PARKING SPACES REQUIRED :- 30
PIEAJECT BOUNDARY AREA, 64,3'6 OF. (1010 4) FENCING` PRIOR TO BLGMNING WORK
BUILDMG AI1EAo -14~ OF. (21.1%) 6/000 SF. OFFICE (2.1/1CV-10) ■ 12.6
LAN06CAPED AREA 24,436 Of. (315%) INSTALL PROTECTION FENCM i AROUND IIAWO OF. WAREHOUSE (Ilo/IQ�O) - 1115
IMPERVIOUS SURFACES: 25, 9159 OF. (40.414) TREES PRIOR To BEGINNING 1UIORK
PARKING SPACES PROVIDED
(I15)DSTANDARD�pgepPACEe ��raxlr�) SITE PLAN
11 VAN r4CCEOe'd'e�L�� ---
00 (11) COMPACT (8x18) SHEET
(2) VAN-CAR POOL SPACES
p 74th Ave 15205
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9025 S.W. Center St. - Tigard, Oregon 97223
Phone: 503 620-2086
' Fax: �503� 684-3636
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A.c. PAVEMENT PROJECT:
' �If ' :-�-' I 3" A.C. AT MANE AERING
2 AND DRIVE A!;_E -- I I NEW BUILDING
G2.1 2 1/2" AC. AT DEDICATED F 1 ' . t
I
PARKNG SPACES 10 I I MEYER SIGN CO.
If 111I: .'�.;�;.' I � 15205 74th AVE,
� F - 2 -'— 1 I ! I
I' Tigard, Oregon
I ! I 1
VEGETATED SWALE C2.1 .
SEE I/C22 CURDS , I ,
L—--— - ---a— _-*.---.- .-1 I ; CLIENT:
i I DENNEY MEYER
� I
' 7340 SW LANDMARK LANE
I TIGARD, OREGON 972.24
-- - - - - - - -- — - - - - - - -- -- --i--- _ -- -----0--- -- I
- I I
, I
I i
II Date: 10-24-01
I I
I ' ' Scale: 1"=20'
I I Drawn by. DJ1_
IL Checked by: JDA
SITE DETAILS PLAN I I Job No.: 01--0907
� 10=200 , Drawinq No.: SITE-DTI.S-P[.AN
I --
a
SYMSOLS GENERAL NOTES
CAST M PLACE lG.I P) CONCRETE CURB
di SEE 2/C2.I
A�,"OIDLA RWTA GHr W0111S IN LEVE
EXTRUDED CURB PROVIDE A DETECTABLE WARNING SUWACE AS NOTED IN THE DOCUMENTS AdIWPT CHANGES IN HEIGHT GREATER THAN 1/4" SHALL 15E BEVELED
SEE 3/C2.1 AND At LOCATIONS U4ERE ACCESSIBLE RxxJTES CROSSES OR ADJOINS A TO I VERTICAL TO 2 HORIZONTAL. CNAW-vEB IN LEVEL THAN 1/2" SHALL BE
4" A.C. OVER VEHICULAR WAY. DETECTABLE WARNMGS ON WALKIK'i SURFACES SHALL ACCOMPLISHED BY MEANS OF A RAMP MEETING THE REQUIREMENTS OF
�" OF Rx7tlC ADJO NIN�3 81JRFACEC04616T OF AN �S.OT�E?cT1J!!E MAY BeODTAMED BYD TEXTUP1111E, AND VISUALLY �T WITH CLEAN IIOS.I OF THE O.S.S:C. �
` SITE DETAILS PLAN
1`711 2 1/2" AG. MASONS SAND TO THE PAINTED 6TRIPES. PROVIDE SMOOTH, LEVEL THRESHOLDS AT DOORS SHALL NOT EXCEED 1/2". RAISED THRESHOLDS
L. J TRA461TION MWM PAINTED ACCIESS WAYS To CONCRETE WALKS. MAXIFIU'1 --- — - - - —-
j SLOPE OF PANTED AC'CIESS WAYS SHALL NOT EXCEED A RU NIPk3 SLOPE AND ` LOOK LEVEL CHANGES AT ACCESSIBLE D TICAL 'S SHALL BE SHEET
1r'!,
111 � OF bx OR I UNIT VERTICAL M 20 UNITS HORIZr"rv�4L. BEVELED W/ A SLOPE NO GRLaAtER THAN 1:2 VERTICAL 1'O HORiZA TAL.
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FILTER USE 6TITC:4ED LOOPS
FABRIC OVER 26x 2' POSTS
MATERIAL — I I 1)025 S.W. Center St. - Tigard, Oregon 97223
Phone: x503 620-2086
c° I Fox: ;503; 684-36.36
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77 I I 16.50717— _
SIDE VIEW ]]� G
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FILTER FABRIC MATERIAL I Ii i I N. r�
368 UPE ROLLS
• � I I `"� �� I I I
D + I P� I
^' PROPOSED BUILDING
O \ 140AW c t.
- - - - FF. I41DO'
IT-
TO RIM _ - -
6' MAXIMIr1 SPACING
FRONT VIEW \ . : _• ,.. �• •. .' •. � t
` t APPROXIMATE EXTENT
5 CIF FILL. REFER TO SPECIAL
GRADING NOTE BELOW.
F
N.T.D. O � �� ' ' ;y�l •b ... ,. I � i / I I r l I I �
NOTES . ' I
1 —
�o \ ..s. , y I .� I I RF r1S10NS:
I. BURY BOTTOM OF FILTER FABRIC b•
VERTICALLY BELOW FINISHED GRADE.
2. 2940 FIR, PINE OR STEEL
r
FENCE POSTS.
3.STITCHED LOOPS TO BE METALLED 1.
DOIiNHILL SIDE OF LOT.
4.COMPACT ALL AREAS OF FILTER FABRIC D _ -TO
TRENCH.
TO RIM
-
-------------------- ----- ------ 7
�iO�ION CONSUL NOTA
I
THE FILTER FABRIC SHALL & E PURCHASED M A CONTINUOS ROLL CUT
TO THE LENGTH OF THE B� •�.WJER TO AVOID USE OF JOINTS. WHEN
JOINTS ARE NECESSARY, FILTER SHALL BE OVERLAPPED 6
AND BOTH ENDS SECURELY FASTENED TO A SUPPORT POST.
R. C " AT NEW APPROACHES Lw HALF STREET
� CONTRACTOR TO VERIFY GRAVE POINTS
tBOTH
1 IMPROVEMENT DOCUMENTS SPARED
ALL EXCAVATED MATERIAL FROM FILTER FABRIC FENCE I ] I BY HARRIS AND MCMONAGLE, ENGINEERS. Pr?JLECT:
INSTALLATION SHALL BE BACK FILLED NCOMPACTED LG
THE ENTIRE DiaTuRBD AREA � I I I
NEW BUILDING
STANDARD OR HEAVY DUTY FILTER FABRIC FENCE SHALL HAVE
I
MAN.FACTURED STITCHED Loofa FOFi. 2° x 2' POST INSTALLATIONS. -: , MEYER SIGN CO.
HED
STITCLO PS SHALL BE INSTALLED ON 'n-E UPHILL AIDE OF
THE SLOPED AREA POSTS ARE 2" x 2' FII , PIN. OR STEEL. a ENTRANMICTION t
ENTRc� � I 15205 SW 74th AVE.
FILTER FABRIC FENCES SHALL BE RE110VED BY THE GENERAL
CONTRACTOR WHEN THEY HAVE SERVED THEIR USEAJL PURPOSE, Tigard, Oregon
ON
BUT NOT BEFORE THE UP-SLOPE ARi_A HA6 BEE" PERMANENTLY
P1e0TECTED AND STABILIZED.
FILTER FAARG FENCES 6N.4LL BE �NS+PEGtEO BY AP'P'LICANT / CONTRACTOR
CLIENT:
IMMEDIATELY AFTER EACH RA"ALL AND AT LEAST DAILY DURING
I
PROLONGED RAIINFALL. ANY REGxJIRE.? REPAIRS SHALL BE MADE IMMEDIATELY. _ _ __ _ _ _ _ _ _ • _ _ __ _ _ _ _ _ _ _ _ _ _ _-`••\ •"•`•`• I
-- - -- _ -- - - - - - - - - -• �,; -- -- - - - - - - - ------ - -- -- -- - - -- � DENNEY MEYER
7340 SW LANDMARK LANE_
o n u S' TIGARD, OREGON 97224
I
1 i
ab. -
�• � Dote: 10-24-C.
. W PLAN I
Scale: 1"=20'
• . ! • .. I-A 20' -
• Drown by. DJL
Checked by JDA
( Job No.: 01-0907
• • g
Drowin No.: GRADE
w
R029' MIN- w �V� � TIVE PFIMMA11M NOTIM SCKUL MOM
11111111U1001MADE OWN
LOTS I TE BO
dEOTEXTILE, Aa REe�J"WAD �r � IOCPIG UJAR` TIS 7PREPARED TAIL'4`IOPt'X'sRAPHIC
pcI6TINCi TREES TO CIE RETAINED SHALL BE FENCED THE FOLLOWING GRADING PROCEDURES SHALL BE COMPLETED: PA
AROUND THE DRIP LME W/ CHAIN LINK OR OTHERDUILDG:6TUIRDT THERIU
PANG LOT AREA SHALL ALSO BE POT HOLED TO DETERMINE PARIS AND A66OC. SURVEYORS," DATED DEC. 9, 1999
GLPIT MM OR 2" MINJS CMEAVEL I _ THE EXTENT AND CHARACTER OF THE EX16TNG FILL.
.,
(OR
AN LARGER Aa ►SEEDED) FEW-W.9 OUIRING CONOTFUCTON. UTWIN
FiIN 6' DEi'OND THE BUILDING PCRIMETER At THE SOUTH WEST ELEVATIONS ARE BAKED ON CITY OF WASHINGTON
o ALL AREAS TO BE LANDSCAPED SHALL BE GRADED WEST CORER Of THE BUILDMCs, THE EXISTING FILL- SOILS SHALL ISE F UNSUITABLE MATERIALS APE FOUND THEN IT MAY ISE NECE66ARY COUNT`r DATUM FROM COUNTY DENC1a MARK
POT HOLED TO DETERMINE THE LIMITS AND CHARACTER OF THENO• Y-
TO INSTALL A UlOVETI FABRIC OVERLAIN BY A I 1/24 MINUS G!RU6H 612, A BRA66 DISK AT NW CORNER
WITH TOPSOIL. FILL.
NOTE, SPAM, OUR, AND AGEPIENT OF CAUVEL C:G�bTil1G*Ia1V ENTRANCE AS WXX LAYER THATI2M
la ' THICIO'E6O 4 COPIPACT'=D TO S5% ROAD I12'EAST OF OVER (
PL. WEST END OF BRIDGE,
64004 IN E1006,10H CAWTWDL M-,,** ARE AF40WXIIATE AND VERY WITH6EQJENCMCs. SHOULD TWO PILI, BE DETERPIMED TO BE AT LEAST 61% RELATIVE RELATIVE CZMPACTION. TO FINCH COtADE THE SUB-G1lADE ELEV. r9CD31
GM �iT10Na
TOP 601L 6TORAGE NOR GONOTRUC?ION MATEIRIAL COMF+ACTION, BE FREOR ORCeA1NIG OR OTHER UNSUITACILE REOCII V THAT A 3' LAYER OF 3/4' M04U6 CRU6IED ROCK BE
aTCRAGE SHALL NOT BE LOCATED WITHIN T�j AND �,ONaTRUGT'ION E HE DPIP EPL.CJV 1 COMPACTED TO AT LEAST 16% RELATIVE COMPACTION
MATERIAL AND CAPABLE OF ADEQUATELY OIYII'PORTMG THE
LRE OF 1 TO BE PRESERVED. PRO OOGED BUILDING LOADS, THAN THE FILL 614ALL BE LEFT M PLACE. �XXX EXISTING CONTOUR CATCH BASIN
IF, DUE TO FIELD C4NDITION6, ErCw,1ROAC 4 EW WITHIN THE LINES DI �
DRIP LRE � A PlIESERVED 1'NEE la REC.IUIRED, A HOWEVER IF THE FILL 10 DETL:RMINED UNOUITAClL.E THEN IT SHALL BE / ■TH VAULT FOR GRADING / EROSION
01,M-1FIED ARC ONST MUST BE PRESENT BIND DIRECT 33/REIMIO N" LEGALLY
ROM AT IS OF OTO�BE CO3MA TED TSITE AND O AT LEAST
�- THE It1011C TO BE PEIlC7!! D IN THIS AREA M ORDER � � ELEVATION TO TOP PUMP STAr�oN C,�'�� PLAN
W% OF IT'S RELATIVE C 11PACTION M 12" MAXIMUM M1 LIFTS. OF A.C. UNLESS NOTED
TO PRE6ERfVE THE OTI•aE1®i�ISE
N.T.S. SHEET
74th Ave 152053 of 8 C1 . 4
---__-_ - --
8i PLM2002-OOfO't
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\l,EX18TfNG MANHOLE Ya
I RIM■14b 39'
IE OUT (NORTH)- 13'Ib2'
ill! IN (6TUB-6OUTH) ■ 131.12' 9025 S.W. Center St. - Tigard, Oregon 91223
I I EX161TNG S8. MANHOLE IS
Phone: 0
,I
'S 5 „ 620-2086
I APPROX. 224b' FRIOM NORTH Fax. 503; 684-3636 j
PROPERTY LINE OF PROJECT.
1 _
IO'-0's FROM NEW PROPERTY I E� PRO��YJ
LINE TO EX181TNC9 t2 • PUBLIC
STORM DRAINAGE NOTES
TER LINE
� 9 y
' 16,507 p �
ALL WOW, SHALL COW;OR"f TO THE LATEST EDITION OF THE INTERNATIONAL
PLUMBING CODE AND Tr1E OFIEGON A IENDP'ENT8 AND CITY OF TIGARD `
6TANDtARD6.
V '
PIPE 61ZNG HAA DEEM DETERMINED BY TIS UNIFORM PLUMBING CODE, � _ _ _ _ _ _ _ _ I
�q90 N K�•
TABLE 11-2 U6rN 5 3" OF RAN PER HOUR: - - - - �- �- - - � � - - - - LINE NO. 6 6.00131 L•Idsb1' - - - - - - —L _ -ter I 0 � ��r✓�
F"k)VIDE CLEAN OUT EVERT' 00'-0' LF. OF PIPE AND AT EVERT 004114 POUT. r I
r '
ALL PIPNG WITNg4 5'-D' OF THE BUILONG 6WALL BE OF A MATERIAL WHIG; 18
APPROVED FOR N MR[OR USE (Af5hJ ALL OTHER PIPINtb CAN BE 3034 PVL. I
0EN ADMATE CC'NERE 16 PROVIDED, OR UNLE66 JTFERWSE %4TE0- I IRE 1
ALL STORM WAT`dlk FROM R"1PERVIOU6 SURFACES ARE COLLECTED IN i � 't'D
CATCH BASINS AVID BIPED TO VAULT 11"CH Pll'•1P8 THE WATER I I
TO THE WATER. CUALI',Y SWALE_ FROM THE 04IL41 E THE STORM WATER
COLLECTS AT AN OUTLET BASIN AND PIPED TO OUTLET AT RIP-PAP-
\ ( 3/4" W4TER METER
&1"IP IF�Il•1n al"A" EAG4 44VE A BACK FLOW (GECK VAL.IE) OEVICF. `� .\ I 1'• _
WIP PU IP6 SAALL BE A StEt• MISLF, INDUSTRIAL TYPE SUM°. - I '
Pd PS &HALL UVW NTERMMNLY. EA04 TUNA° 6"J_ HAVE A 401070 `�` ` `� I FOR DEVICE
� PROPOSED pUlLDING 1
14~ 6F. IRRKsATION
GALLONS PER NOIR CAPACITY W/ A 10' HEAD. PROVIDE CONTROL PANEL �` �` � L — — — — � Ft. • 1410'
AND WARNINCs SYSTEM rN BUILDING- �` ( I
DOUBLE 6tMP PUMPS: (2) TEEL SUMP Ft *" W/ CHECK VALVE. �� - I f
I
GRAW.IER 6TOCK NO. 311 lS, In HP/8S AMP. ��� \�. LINE NO. 2
I
IE L42,91-
C4.ECK VALVES: STOCK NO. IP994 OR 1"996. \
W. ��� d•
CCNTRACTOR 6".L &A"IIT TO T14EE CITY OF TKARD FOR APr-VWVAL �. RIM ■ µIsm' 1 L■3100' 1
i
DRALAWA AND CFF.CFICATIONLC FOR ALL CATCH BASM ILL/ CUTLETS `� IE ■ 14300' i I REFER TO DOCUMENTS PREPARED
LAW" THAN 6', IF ALTERNATE CATCH BASINS ARE UCSD. SEE 4/aJ `�` � I � BY HARRIA-MCMONAGLE FOR WORK �
TO BE PERFOR'•ED N PUBLIC R.O.W.
Cc ,"IRACTOR SHALL 8IBMIT TO TIE CITY OF T*AM) FOR APPROVAL `.
CRAUANG6 AND SPECIFICATIONS FOR SU'•iP PUMP DESIGN AND DETAILS � 1
VE(IETATM SWAdL� • I RE�1SIONS:
I
STOR I 'WATER DOOM THE PARKING LOT IS D18TRIBUTEC, ZVENLY INTO
I I Co.
THE SWAI_E BY SLOTTED Gi�B. A R.�YlBED INLET IS FROVIDED AT I I
THE DOWNSTREAM END OF THE 6W�ALE TO tLLCX POUNDING UT14IN TME BWALE. I I b . b
1 I
��••uu 1 I
7
I I I i
1- SEDIMENT SHOULD BE REP10YEL) WHEN IT BUILDS UP TO 6" M DEPTH AT ANY � I •''�-
LOCATION. THE SWLALE 6WOULD BE CLEANED UATH ECUIPMENT WHICH ' MI I
OP'ERATEB SIMILAR TO A DITCH MASTER RATHER THAN BACK HOE DRAGGING I
TO MINIMIZE DAMAGE TO THE SWALE VEGETATION.
FIRE HYDRANT
2. VEGETATED SWALE SHOULD BE "Flt.-CTED AT LEAST THREE TIMES A YEAR I
i!1 CCNG�T'E VAULT FOR DBL. SUMP PUMPS � I
ESPECIALLY AFTER HEAVY } I i Rall MAN TOLE ■ 14bJC'
LINE Nt7. 9,1
! • DA. MANHOLE • 14000'
3. MOST 6WALES SHOULD BE MOWED AT LEA AT TWICE A YEAR TO MAINTAIN i 8 N 8D. I -, IE NORTH I413d' I I
AESTHETICS AND RESTRICT GROWTH OF 44DE61RABLE VEGETATION CUTTWIS 9 • ODIO IE WEST . 142.4•.6'
SHOULD BE PROPERLY REMOVED AND PROPERLY DIOP06ED OF TO PREVENT d
POLLUTANTS FROM ENTERING THE RECEIVING WATERS. i D L • 4'-0' ; I
I I I I
4. RESIDENTS NEAR 6WALES SHOULD BE INFOR'fED THRO" PUBLIC AWARENESS CB NO. 2
PROGRAMS OF THE FUNCTION OF SWAL-E9 AND 'NNE IMPORTANCE JF NOT i i R ■ jM'
DEPOSITING TWEIR LtAUN CLIPPNGS OR OIL. / GREASE N THE &WALE. ± ` IE • 14280'
5. VEGETATION MAY REQXRE WATERING iN TIMME8 OF DRO(JCa'NT, PARTICULARi Y
N THE FIRST MONTH6 OF ESTABLI6HMENT. (� ``� I V20• P'VO SCH. 40 I ' l
6.KENTUCKY BUIEGRA66 - PERENNIAL / SOD-FORTING - TOLERATES FLOODING tit �\ LINEc! Fi00! t 8U'E
I NEW BUILDING
AND STANDING WATER* MAY REQUIRE IRRrsATION IF DRY PUMPS TO BWLALE I I MEYER SIGN CO.
� � I
15205 SW 74th AVE.
LANE NO. I 1 I Tigard, Oregon
AREA . IAPM 6F. ■ 6'• LINE
(ROOF)
I I I
6M�,__2 �� t� 1CLIENT:
AREA . 4i6" 6F_ - 4■0 LINE V_
(CB NO 1) tt I —VEMTATED SWJALE _
. a ■ SEE VC22 a I DFNNFY MEYER
km AREA - 44,`6 6F. • 1~ 6F. - 11,6&6 6F. • LINE 7/340 �y LANDMARK -ANE
(C S NO. 1) (LINE NO. I)
W- W). 4 I I FIRE HYDRANT EXTEND NEW 8"• 8,6. LINE
T!v A R D,
.� I OREGON 97224
SF. b LINE FROM EXI61RNG M1.1 96 TO
DOD � � _ k I I &WTHERN PROPERTY LINE.
(RCCF) - - - - -- -- - - - - 1-- - - - - - - - L-- - - - - - - - -- - - - - - - - - - - - - - - - - -- --
i
LM NO. S
AREA • IlAii bt. • 1,,000 6t. • 160&* 8F. PY• LINE I '
(LINE NO. 3) (LNE NO. 4) 4D'-D' '-0• IOD'-m'
NO 6 Y I Date: 10-24-01
AREA . 2CA62 6F. - a'• LNIE I Drawn b . DJL20'-0"
(AL. PAVQ"RENT) I y .
I Checked by. JDA
epi � Job No.: 01-0907
FAC:IL�IES PLAN � � Drawing No.: FACILITY '
SANITARY SEWER NOTES 10-20' � I
g , I i
ALL UMr% SNAL-L C4WIC la'i TO THE LATEST EDITION OF THE UNFORIM, I
PL 1151143 CODE AND THE OREGON At'lINI ITB A140 CITY OF TUAL_ATIN
Yn •TANDARD6. ,O- AC.
flE SAWTtARY SOS L06 FIIit7P'I TIE EXISTM ".MAM40LE TO WTHN W-0'
OF T141! 19UR DM $WAL.L BE C.ONISTMCTM OUT CP P.V1C, ASTM D-3034 ADR 35
OR OTTER APPI.OVFD MATERIAL_
ALL MPNC• OTHN M'-O'CP TIE DU1<.DNIf3 664AU BE OF A MATERIAL taA•11C'N 16
1
APP OM POR RIfl1!11M UAE IKESA O7IERIRfbE NOTED.
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VOWY lx1/TMrn MW<RT CP 6&M4L Tlrt "ALL !IE DOLE AT 8MM 00
OP P'A0=1 00 SHORA R 614&L.l. M NOTED IM'lDIAMY.
SHEET
74th Ave 15205
t Cl
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RADIUS EDGE-TYPE—�\ ,� CONSTRUCTION JOINTENGNEERN
kNocolu
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- I �'-6" _ 1- _ O C== 9025 SX Center St. - Tigard, Oregon 97223
6 E
RB MA NTAIN Al i i `I C� A.G. PAVEMENT
rYP. CURB HEIGHT--- 503 620-2086
a a Fax: �503� 684-3636
LEVEL TRANSITION BTWN, N>QOF
I °
12 F _ 6" OF COMPACTED (35%)
AC. AND ,
CONC. _ VCBM QHATE I a k CRUSHED 3/4"-0 y�'7i/�GINE `
SLOPE 1:12 A H aa. ,-
- BASIN: WELDED 10 GA.
MILD STEEL, COATEP ALL - - COMPACTED BUBGRADE
../
RAMP TEXTURE _ REFER TO SOILS \
SURFACES WITH ASPHALTIC PAINT ,
0 ��\ DUTL.ET STUB: FUR NO HUB TESTING
REPORT ANO BASE -N-- t`�+~•
CONNECTOR. SIZE AS RFQ D FOR INDICATED NIDE (SEE PLAN) REQUIREMENTS.
•'
ADJIJr,T ALL GUTLl1'b N O T 5 SGRATE
0 TO SIZE AND "mu WELDED STEEL EXPANSION JOINTS:
DROP-IN BAR GRATE (ASTM A36)
LOCATIONS AS NOTE ....
;t ON Tf E DRAW 2& -- END BARB: k-2" X 2" AT EACH FOINT OF TANGENCY OF THE CURB. ••• _
LIGHT BROOM FINISH W/ I _ -- CRO88 BARS: 1 X 2 u 2 O.C.
F ! �� �� �� AT EACH GOLD JOINT, AT 30' MAX.. SPADING. '••• "'
TOOLED EDGES - TYP. -- BIKE STRAPS: Ve" X ' MATERIAL SHALL BE PRE-MOULDED, ASPHALT
N
6,P" LB UNIFORM LOAD IMPREGNATED, W/ A THICKNESS OF 1/2".
CAPACITY.
CONTRACTION JOINTS:
- AS MANUFACTURED BY: SPACING NOT TO BE MORE THAN 15'
L— GRATE MASTER INC. THE DEP7!-4 OF THE JOINT SHALL BE AT LEAST
2'_0x1 HILL 64ORO, OREGON0
OR APPROVED EQUAL
rjo- 7 CURB RAMP DETAIL TYPICAL CATCH BASIN DETAIL 1 CURB DETAIL
X 1/2" I'- 0'' X 1'_ 011 Oil
GRADE=144.10'
--`SOLIDI RAA T D LID
4t-011
PRECAST CONCRETE VAULT -- b"
(UTILITY VAULT 446-LA) -
RADIUS EDGE-TYP
FiLL PIPE W/ CONC. I" DIA- DRAINAGE —
k"_� (SMOOTH TOP) AC. PAVEMENT BLOCKOUT o 10' O.C. R VI I N
S
_ E SO —
IE. = 142.1' _ '--
IE 14250' AT DOUBLE 1 1/2"0 LINE ~
INLET AT 8"0 LINE _
- PLANTING BED
i 4_1 0 1'0 GALV. PIPE
(2) 1 1/2'0 LINES FROM 0 12� I I `
EACH PUMP TO 44 L!NE. -1 k
-'--- t� CONNECT PER CODE. T
I I ; 4" 0 GALV. PiPE
- COMPACTED SUBGRAD
L — — _J i -DOUBLE PUMP SYt,TE11 -' 3" 3" REFER SGiLS
TESTING REPO.' FOR
ON GRATE. SUBGRADE AND BASE
I I---- i=TE REQUIREMENTS.
I 1 NOTES
EXPANSION JOINTS:
I v') I. :. '�':,:.: ..` , ; .• ... I I I �.., ,' . AT EACH POINT OF TANGENCY OF THE CURB. PROJECT: -- -----
AT EACH COLD JOINT, AT 30' MAX. SPACING. _
MATERIAL SHALL
131.43' 12" 1211 ,� in L s° ' L !MPREGNATED, W/ A HHIC EO5 DED,OF 1//2 ASPHALT `
-SET VAULT ON 12 OF NEW BUILDING
BOTT. VAULT ; • : :•.. ' COMPACTED GRANULAR C401SITRACTION JOINTS: MEYER SIGN CO.
FILL. p
S, ACIW-s NOT TO BE MORE THAN 15'
•• • . � i •• THE DEPTH OF THE JOINT SHALL BE AT LEAST
,,, 1 I/2"• 15205 SW 74th AVE.
Tigard, Oregon
1i X VAULT PUMP STATION BICYCLE PARKING RACKS ;2 ToTAL� 2 CURB AT PLANTER _
X 1u=11_0n 1"n i_on In = 1._ oil
CLIENT:
50' RIPARIAN ZONE ! 1'-0" 6" 2'-0" DENNEY MEYER
SET BACK __-- y'�—
POST FOR CHA IN
-- LINK FENCE _ 7340 SW LANDMARK LANE
__FACE of BUILDING TIGARD, OREGON 97224
! � EXTRUDED CURB 9
0 i SEE 3/C2.1
PLANTER ISLAND
L 111"
' DISABLED PARKING Date: 10-24-01
! SIGN RADIUSES EDGE-TYP
LJ _ Scale: AS SHOWN
TEXTURED RAMPEPDXY-TYPICAL
' 5 BARS AT 16" O.C. VERT. _ / Drawn by: DJL
0 CONCRETE SIDEWALK A.C. PAVEMENT r'
I' •-' u1 LIGHT BROOMED FINISH I ✓hecked by. JDA
9 4 .BARS AT 16' O.C. HORIZ. W/ TOOLED EDGESa
------• � Job No.: 01-0907
r
Cl I CIS, CURB - r Drawing No.: SITE-DETAILS-1
• SKY,:� � - _ _- i,
y 2" CLEAR �p 0" 5'-0" " 5'-0"
--- S BARS AT 8" O G. ++� . ,^ `'
Q 20" PROVIDE SMOOTH . " , G. AT BIM.
,-(3) 04 BARB CONT. = 0 � LEVEL TRANSITION FROM , '
= 0 iv 0 A.C. TO CONCRETE —PROVIDE A MIN. OF
1 6" OF COMPACTED (90X)
AISLE. 3BEYOND'RB
/4" MINUS ROCK
ACCESS
4" PAINTED STRIPES AT IT
.,„
' 12° COMPACTED SUBGRADE
a
loll
W
NX
3'-3" — MAXIi"1U'1 SLOPE OF 1:50 0
SITE DETAIL
AT AISLE AND PARKNG SPACE741h Ave. 15205
$IDN 15AC•KGR0LND: BLUE PLM 002-00104 SHEET
K12 X g RETAINING WALL. g DISABLED PARKING SIGN LEGENDS WHITE 3 MD CURB 7 of e
c 2 1
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CONCRETE SPLASH BLOCKS
III 711111111 "ifIfil
—__ 9025 S.W. Center St, - Tigard, Oregon 91223
i Phone: 503 620--2086
Fax: �503� 684-3636
----------- -- -- ---- -
-- _ 7.
/` G I N F���0.•
16,507 � •�?
VDIE PA
._. ,P HHEAD" OR GROUT \0
HEAD"
PIPES AND ROCKS
•
••..•• ••
�'.�� LENGTH 100' MIN. I I/2" LINES FROM ••�,•' •
SLOPE■0jZM — MAX.
/PUMP STATION
• •••.
B.O. SWALE■145 B.O. SWALE■1455' ��• ',
LINE OUT TO RIP—RAP 1455' AT OUTLET BASIN AT HEAD OF SWALE — — ••
AT BOTTOM OF BANK-- EXTG. GRADE 9
I
Y I.E. ■ 1545' `_J
7 X X AT 64 LINE
X X SWALE ffl fl
Y.
REVISIONS:
2'-6" 2'-0" 2'-0" 2'-0" 2'-6" —
i r
i
i I 1'-0" I'-0" 2'-0" MIN.
TOP OF BANK AT THIS
SIDE OF SWALE 'SHALL
`. BE A MIN. OF 6" NIGHER
l THAN FS EEBOARD
t7; BANK AT PARKING LOT
i 1 25
T.O. A.C. 1465 TO 146
{ '
--- ----- -----------------
- ------------- I
------- -----
fr1IN. FREEBOARD
336" DEPTH FOR 25 YEAR FLOW
PROVIDE JUTE MAT OVER �_, 23" WATER TREATMENT DEPTH
?, SWALE BANKS AND UNDER
' f £`y Rh/ER ROCK I OF 6V10F CLEAN T�RUN ROCK 3/4" RIVER
� Y
TOPSOIL UNDER 1
JUTE MAT.
S .
PROJECT
NEW BUILDING
MEYER SIGN CO.
�K
` 15205 SW 4th AVE.
1^a
.� Tigard, Oregon
8 x x _
Q�
5 VEGETATED SWALE
X X t�"■1'-0° CLIENT:
DENNEY MEYER
7340 SW LANDMARK. LANE
TIGARD, OREGON 97224
F, x
Date: 10-24-•01
t 1/2PA-lA-oA, ;
Scale:
Drawn by: DJL
Checked by. JDA
0907
0 0.
i
Drawing No.: SITE-DETAILS-2
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H SITE DETAILS
a
74th Ave.15205 ----
PLM2002.00704 SHEET
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X X X X C 2 . 2
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