Plans BUP2014 00009
CHANG EmOFmOCCU PANCY CIRCUI
E ANT IMPROVEMENT
16255 UPPER BOONES FERRY RD
P E R M I T D R A W I N G S E T
OREGON 97223
as
17 IT SW BOULDERING GYM T N T
G. , STEP IEW J.
NOTESGERBER
NEW ARCHITECT
PROPERTY WNER: INS N R H!T Ta STRUCTURAL NGINEERa N NTA T :
GENERAL L
OFFICE
� � �o���r��s�
ANDY COLEMAN ANDY COLEMAN STEPHEN GERBER JEFF LEWIS DAVID McGEE CONTRACT SERVICES, LLC
6050 C SW MACADAM AVE. 6050 C SUV MACADAM AVE, 9340 SW YOUNGBERG HILL RD WEST COAST FORENSICS CCB: #164-762 1 ° ALL WORK IS TO COMPLY WITH THE ADOPTED 2010
PORTLAND, OR 97239 3835 SW KELLY AVE. 6624- N. CAMPBELL AVE. OREGON STRUCTURAL SPECIALTY CODE, 20710 OREGON FIRE
PORTLAND, OR 97239 C�Cf�INNVILLE=�, OR 9712$ �
sand thecircuit rn,com c _ PORTLAND, OR 97239 PORTLAND, OR 97217 CODE AND ANY APPLICABLE STATE, COUNTY OR
Ya 9y and thecircuit .coo T 503 4-5.3 7737 �
Contact: ANDY COLEMAN Contact: ANDY COLEMAN sgerberC erberarch°corn T (503) 232574-4- T (503) 360-6144 �BN � LOCAL REGULATIONS. st�Ptt�a � GERBER
Contact: STEPHEN GERBER )eff efcare.corn dmcs LLC@yahoo.corn
Contact: JEFF LEWIS Cc2ritc�ot; DAVID M GEE � mol be
2° Ct.NTi�ACTOR IS TO�CHECK DRAWINGS AND NOTIFY THE
,,v>Y b DESIGNER OR ENGIN _ER OF ANY ERRORS, OMISSIONS, OR
,cral' Yt�. CONTRADICTIONS PRIOR TO START OF CONSTRUCTION.
OF
3. WRITTEN DIMENSION': TAKE' PRECENDENCE OVER SCALED
DIMEi'ISIONS. DO NOT SCALE DRAWINGS,
`My N �. 4. VERIFY IN FIELD ALL DIMENSIONS AND ELEVATIONS PRIOR
TO FABRICATION AND INSTALLATION OF ALL WORK.
hall �,e�o�r�ziob s e.. 5. DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL DE
SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND LU
FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION
DRAINING INDEX: AO.0 COVER SHEET/ARIEL PHOTO/VICINITY PLAN DRAWING INDEX° * WC4 STRUCTURAL LETTER INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS
( 24X3 } ( 85X1 �S HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL
AOe EXISTING SITE PLAN * CONFORMANCE TO THE DESIGN OF THE BUILDING. THE Of
A0.2 NEVA! SITE PLAN / SITE DE AILS BUILDING CODE APPEAL OFF 1 ' OPY DEFERRED SUBMITT„L DOCUMENTS SHALL NOT BE INSTALLED
A1 .0 EXISTING PLAN/BUILDING SECTIONS/EXTERIOR ELEVATIONS UNTIL THE SUBMITTAL DOCUMENTS HAVE BEEN APPROVED
Al°1 BY THE BUILDING OFFICIAL.
CODE PLANS �c ANALYSIS
A1 .2 WALL & CEILING TYPE DETAILS
A2,1 FIRST FLOOR PLAN L e �L.. �+ DEFERRED SUBMITTA'_ LIST:
A2.2 SECOND FLOOR PLAN / DOOR SCHEDULE ___, —MECHANICAL; PLU ,31NG; FIRE—SPRINKLER, ELECTRICAL
A2,3 ENLARGED FLOOR PLAN cu#OE . I PL IANC ^ : ARE ANiNE F°AMINf3
.
A3.1 BUILDING SECTIONS / SOU' EXTERIOR ELEVATIONzs ..
pi
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A4,. FIRST FLOOR REFLECTED CEILING PLAN _ .
A4.2 SECOND FLOOR R.O.P. INTERIOR ELEVA T I df:
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OFFICE ,�,WY
1 CIRCUIT SIMS - VICINITY MAPS
CIRCUIT SUVii � AERIEI� PNOT0 CSE SITE AND ADJACENTA0m0
AQ.O SCALE, N.T.S. AO°O SOALEe 1 16 —0
PERMIT SET
MY OF T CARD BKON PENT
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VEGETA11ON ON THREE °a X 0
SIDES, TREES, AND q t
EXISTING SITE DRAINAGE ARE
PAVED/ EXISTING AND TO BE
N �� x �
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GRAVEL uj ,
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PROPOSED EXISTING FIRE Y
EXISTING PAVEMENT TOCL uwj
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66 PARKING SPACES °°
(N19,000 SQ.FT.) HOWN— 66 REQUIRED ca
w/ ADJUSTMENT)
CL
(E) STORM WATER CL 0
° CATCH BASINS TO BE
MAINTAINED, TYPICAL e w
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(Fks6,000 SQ.FT.)
el
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EXISTING SECONDARY S S �,� Daae imued F®.
ENTRANCE ITAINED S CG SITE AREA CALCULATION
S GG 1 ACRE = 43,560 SQ.FT
S �, C SITE AREA = 3.3 ACRES/143715 SQ.FT.
�6S �� �` c EXISTING PRIMARY' Do
0 ENTRANCE TO BE JANUARY 13, 2014
S ABANDONED MILE PERMIT SET
CREEK ONNECTION PL WILLONOT FANNO
REQUIRE THE COT "SITE
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EXISTING SIGN POST & job ft GA-2013-CQQ5
FRAME TO BE
AINTAINED, PERMIT SET
PLEXI—GLASS SIGN TO
BE UPDATED 2 of 12
1 CIRCUIT Sri - E}�ISTIN � F��R�ING FLAN � EXIS I� P �R�( C�US SURFACtt
A001
PERMIT SET
CITY OF TMARD BUILDING LPERNIN
9 Q" W, Q„ NOTE: STANDARD PARKING
SPACE DIMS: 8'6" X 18'6"
\ TYPICAL COMPACT PARKING DIMS:
/ \
7
NEW IMPERVIOUS '6" x 16'6"
CIRCUIT 11 - T IDENTIFICATION.- � � ------PAVING AT DRIVEWAY- �
379 SQFT 4CCESSIBLE PARKING
STENCIL, SIGNAGE, AND
PROPERTY ADDRESS: 16255 SW UPPER BOONES FERRY RD, STRIPING PER OTC
TIGARD, OR \ STANDARDS, TYPICAL
LOT SIZE: 3.3 ACRES !
MAP & TAX LOT ID#: 25113AB00700 ! / _ / ACCESSIBLE PARKING SPACE
REAL PROPERY ACCOUNT #: R513689 / p AND ACCESS AISLE NOT TO
EXCEED 1:50 (2%) IN ALL
LAND USE DISTRICT: IP - INDUSTRIAL PARK
f DIRECTIONS AND THE SURFACE
SANITATION DISTRICT: — / ( SHALL BE FIRM, STABLE, SMOOTH, T FkdE J,
WATER DISTRICT: — / / // j
• � AND SLIP RESISTANT
STENCIL, SIGNAGE, AND
EIRE DISTRICT: TVF&R / / L I
FIRE MANAGMENT ZONE: - / STRIPING PER OTC
STANDARDS, TYPICAL
7 7i
PARK DISTRICT: — —� / —"VAN ACCESSIBLE" PARKING
SIGNAGE (OR7-8 & R7-8B)
c MOUNTED TO CODE HEIGHT
! AT (N) POLE
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! PATH FROM PARKING �� 2 ACCESSIBLE PARKING PATH RE UIREMENTS - -
! EXISTING BUILDING TO AO.2 SCALE: 1 8 = 1 -0
x ! BE RECYCLED, EXISTING 1� \
! - FOUNDATION AND --.-__--
! ! ADJACENT PAVEMENT NOTE: CONTINUOUS "
/ TO BE PATCHED, LANDSCAPING STRIP/ f
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/ ! SLOPE TO SOIITHWEST TURNING RADIUS FOR j '
F � �� �• ! � FIRE HYDRANT I � I
f ' ! WEST, TYPICAL `- -- EMERGENCY VEHICLES ! ow'a+ WATER METER 0 I
�. /` `�28° INSIDE/48' OUTSIDE e0*0o ! ! i
/ P T a ! i owV WATER VALVE
PER VF&R AT (E) COM. ACTED t 1
! t GRAVEL PORT ON OF LCT. SMOOTH " ! SPRINKLER/HOSE BIB
!
PROPOSED __ � .� 1 ° �
/ TRANSITION FROM (E) PAVING ! _ �� TRAFFIC SIGNAL POLE
BOLJLDERING f
A � ! � � � �°1 I os�c TRAFFIC SIGNAL BOX
/ LL
REUSE (E) PIPE GYM � � � Z CL
T , ° ! � � � �_�_� BUSINESS SIGN
-� BOLLARDS FROM 019,000 SQ.FT.) ! /// of ELECTRIC BOX/METER
��ao �° !� (N) EANNO CREEK ! ./ ! POWER POLECL CO LLJ Uj
>Qo DRIVEWAY
Rik v f �� i%� LIGHT POLE
�� RAILROAD SIGNAL POLE
/ �- � - RAILROAD CROSSING ARM 1
�� E PERVIOUS \ ��� ®RRs RAILROAD SIGNAL BOXa.
( ? CaVERED !
S ! ! (6) 12" GRASS AREA ENTRY ���� ° ! �? , - GUY WIRE U.
+ 06,000 SQFT.) � ���%� �a GAS VALVE
CITY FI
GAS METER 1 C4
�P Approved by Planning
�! 16 / .Q ! ,! TELA, NONE PEDESTAL
+ ( / s _D Q TELEPHONE MANHOLE ID t0' �' `TL
t �
v \• �^ �` '� � / `�``� !`� �i � '�� T SIGN Initials: _._.�
v Q �16„ (1 6) / MAIL
S \ + / C ! ! % BOLLARD LLJ
S S � (N BLDG SANITARY �/� ,� ✓ NOTE; DECIDUOUS TREE Vd/ CALIPER IN INCHES
SEWER LINE & ,TRENCH / STANDARD PARKING SPACE (S) T CONIFER TREE
S s< f v 1"0 EXISTING STUB OUT �,! i� DIMENSIONS = 8'-6" X 18`-6"
W/IN R- (SEE ! / COMPACT PARKING SPACE (C)
- S / l ) 2/AO.4y ( / DIMENSIONS = 7'-6" X 16'-6"
PAV�G�ARPED TO �v / ( 14 � / RAILROAD TRACKS
_ S E STORM. <, C �� i r �_ " ti� / �e"�s�a"�:
UNDERGROUND GAS LINE
S S ( DRAINARGE PSE (19 - - -- UNDERGROUND STORM DRAINAGE LINE
S Y� / REMAIN AS A BARRIER �� Issued For:
�� e \�� STEEL_ GATES AND FENCE TO _ — Dots. ION `� \ 3 -u-?4
UNDERGROUND SANITARY SEWER LINE REF,
l _
�� S ����� UNDERGROUND WATER LINE .>T�fi � -Oroo
SITE AREA CALCULATION Q ' °' ,T1 M
C ��� �� S ° �1 F � J
�,C( S �j L % (N) LANDSCAPING STRIP OVERHEAD POWER LINE
1 ACRE = 43,560 SQ.FT. �`� \� Z V � . � S !� /, / /� WHERE CONCRETE APRON --
S :- •. :•:-:: :,:;. � ! ,/ �' ,o - UNDERGROUND POWER LINE
( SITE AREA = 3.3 ACRES/143,715 SQFT. HAS BEEN REMOVED. _--
- UNDERGROUND TELEPHONE LINE
6,5 � a• -_ARBORVITAE HEDGE TO BE CENTERLINE OF RIGHT-OF-WAY �� .r( ... 1 }H)E,;,. Dote:CALCULATION � � � � � � / ! �/� PLANTED/CONTINUEu JANUARY ,D, 2D,�
19,000 SQFT. X 4.3 = 81 .7 SPACES �.
�* (28 SQF OF PERVIOUS AREA " ° ° PROPERTY LINE Issued For:
,,, V / / �� r MAR P >€ LarE PERMIT SET
` � � � ON SITE) FENCE LINE
REQ. �� �\ f �' ! FE
�L �- GATE IN FENCE
\ ! ° =TING PAVEMENT TO BE NEn .TET�aL 1
PARKING REDUCTION = 20 �� NEW PERVIOUS AREA, LANDSCAPED TO MATCH ° lN �.n
HED, SEAL-ED &
61 .7 X .2 = 16.34 SPADES REDUCED \ !% I Y NEW PERVIOUS AREA, GRASS AREA SIMILAR TO EXISTING
STRIPED (NOTE: 66
81 .7-16.3 = 65.4=66 PARKING SPACES ` �� � ob Na GA-2a1 S coat}
� �-- ! � PARKING SPACES REQUIRED
REQUIRED VU REDUCTEON �! / r PER APPROVED VARIANCE) / NOTE: PERMIT SET
f - (E) STORM WATER CATCH \ / 1. UNDERGROUND UTILITIES ARE APPROXIMATE, SHOWN <
ALLOWED �� �!� ( � `"�D BASINS TO BE MAINTAINED, � ON THE BASIS OF SURFACE STRUCTURES, AS-BUILT MAPPING, 3 of 12
IP
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BY ROD LLC DATED OCTOBER 8, 2010.
U I T - NEW PARKING PLAN A N � EXISTING IMPS I SURFACE 2. FOR EROSION CONTROL NOTES SEE 8/AO.4
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Date Issued For
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JANUARY 13, 2014
Issued For.
QEaM til
ITS T
AIM
a� job mm. CA-2013-CO05
,
PERMIT _SET
4 of 12
IT II T CE C
A1.0 SCA 31
PERMIT SET
CODE PLAN KEY/LEGEND
IT ARROW/ DIRECTION
CIRcul
UHT HAZARD OCCUPANCY, 2-A RATED FIE bouldering
EXTINGUISHER LOCATED AT A MAXIMUML
DISTANCE OF 75 FEET. MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT BE
THAN 1 FOOT—CANDLE (11 LUX) AT THE
Q!QCUPANCY: - 1 EXIT ACCESS TRAVEL DISTANCE A I G SURFACE
1 HOUR FIRE SEPARA11ON TRAVEL DISTANCE IN FEET
1,531 SO.FT.
.x, UPN= GENER ' .�.
( . . POCCUPANT), 4
OCCUPAN
CLIMBING W
s
S $TIP
APPLICABLE
3 .FT. E
g
2010 OREGON STRUCTURAL SPECIALTY CODE. 2010 FIRE CODE, & 2010 OREGON ENERGY EFFICIENCY
( O T T)
SPECIALTY C
�+ 1 a- T"EDESCRIPTION:
F' attt � r a
& 6 A
CHANGEOCCUPANCYOF A RETAIL LUMBERYARD METAL BUILDING FROM M-OCCUPANCYTO AN A-
fBOULOERING GYM OCCUPANCN
4OCCUPANCY CLASSIFICATION
SINGLE CUPANY—
{ o
FIRST ST FLOM SPACE UP--A
MEZZANINE: ACCESSORY OUPB
CONSTRUCTIONTYPE- ALLOWABLE BUILDING HEIGHTS ft A EN J.GERBER
L
TYPE V—B. FULLY SPRINKLERED GROUP dA-3o 1 FLOOR T 5,000 GSF EACH
HEIGHT LIMIT;
{
24,550 SQFT FOOTPRINT, AREA COVERED Y ROOF
OF
ENCLOSED OCCUPANCY S 18,650 S .
BOULDER TI _ COVERED ENTRY: 6,000 S .FT
®500 SOFT METAL BUILDING DON ED ,SOLHED
CYO TINT, HAG SHA e
A TOILET N T I CLUDED BUILDING HEIGHT. — 0
__.
I COUP LBUILDING
BUILDING I I I
CODE APPEAL INCLUDED W1 PERMIT
SUBMISSION. SPRINKLER INCREASE: low
CCUPANCY® -BUILDING IS EQUIPPED WITH AN AUTOMATIC SPRINK—'ER AREA INCREASE FOR FIE SPRINKLERS TO BE USE
RECEPTION E -BUILDING ACCESS TO MORE THAN 2 OF ITS PERIMETER ON AN OPEN SPACE HAVING A MINIMUM WIDTH OF 20'.
s
FRONTAGE INCREASE;
385 SQ.FT.. PERIMETER OF ENTIRE BUILDING:
O CUPA T .L 145" 170' + 145$ 170o e
(10FT PEROCCUPANT) PERIMETERA ON N AN MINIMU0`a
' 4 OCUPA B A 6 4..
g � ° 1 17Q - 145 17 D.
WIDTHF ACE.
30"
AU INCREASE Da INCREASE.
_ 4
29,599 S .FT.„ 1 STORY
s
}' :x
r
MEZZANINE:
1 505.1 CONSIDERED A PORTIO OF THE STORY IN ° H IT I CONTAINED DOES NOT CONTRIBUTE TO
ROOM NAMES AND RETAIL SALE EITHER BUILDINGAREA NUMBER C STORIES REGULATEDCTiN 503.1 ALLOWABLE BUILDING
AffSQUARE OOTA E NOTED r�.�. AAAA ., un� �_ . HEIGHT AND STORIES, 0 now
if �. t _A nm .fie
ON FLOOR PLANS SHEET ,. aza�� 1 50 S .FTa 55u2 THE, AGGREGATE AREA F THE NINE THi A O SHALL SHALL NOT X THE FL
A2.1 A .ter > AREA OF THAT ROOM OR SPACE IN WHICH THEY ,ARE LOCATED 015 ft OF 19 0005 ft
_. T LOADa q
� I �° R I ACCORDANCE WITH ETI 1015.1.:.. 505.3 EXCEPTION; A SINGLE MEANS S OF EGRESS SHALL BE PERMITTED N O
LL
( SOFT PER OCCUPANT) .� ;
(OCCUPANT LOAD OF CRE THAN 49 OCCUPANTS FOR B—OCCUPANCYOR 29 FOR S—OCCUPANCY
PER TABLE 1015.1 DOES NOT APPLY, SINGLE MEANS OF EGRESS ALLOWED FROM STORAGE ROOM MEZZANINE)
05.4 EXCEP11 : 1. MEZZANINE OR PORTIONS THERE OF ARE NOT REQUIRED TO BE OPEN TO THE ROOM IN WHICH' cn LU 0
THE MEZZANINE IS LOCATED, PROVIDED THAT T,E OCCUPANT LOAD OF THE AGGREGATE ,AREA OF THE ENCLOSED •
SPACE DOES NOT EXCEED 10. (OCCUPANT LO .0 FOR THE ENCLOSED POR11ON OF MEZZANINE
IS
FIRE RESISTANCEI UI
TYPE V�-D; FULLY RINKL D04m clzNoon
q 601—EIRE RE Z
EXTERIOR BEARING LQ 0
......... INTERIOR
, . .,. BEARING S:
U.
�.
EXTERIOR NEI WAULS/PARTITIONS: 0
0CL
I
INTERIOR NB WALLS/PARTITIONS:
FLOOR CONSTRUCTION. 0
€ IROOF CONSTRUCTION: G
TABLE:- ..
—FIDE RESISTANCE REQUIREMENTSFOR EX IC`s WALLS BASEDON FIRE SEPARATION DISTANCE (N/A)
OCCUPANT LOAD.- Uj
USE A-3; OCCUPANT LOAD FACT
0 ,FTa/OCCUR T g NET PER BUILDING CODE APPEAL INCLUDED IN SUBMISSION)
^
YOGA ROOM
; U � 1 . / 0 SF CAT
AAAA.... 'kSS. ,. AAAA .. • mm..-,..
x I : USE B; OCCUPANT LOAD FACTOR 100 .FT CUF. ,�T'. LL
623 OoFT.
STORAGE/UTILITY GE/UTILITY RST /
` CUA 1
OCCUPANLIQAZ
4,r /14th SF/OCCUPANT
M a In
231 S .FT.
p 3DGCUT( � P OCCUPANT)T USE M:
- «
13 OCCUP
s :g E / / CPA T 12 FALU CO
Iy 4 9
(30 SFT PER OCCUPANT) USE S., OCCUPANT LOAD FACTOR 300 SF OCCUPANT'
_3I QQQUPANT.
Iwo, I= 3,27 0 SF/OCCUPANT CUA
Y
TOTAL4=4623 SQ.FT.
" CUPA
( O SQ.FT. PER OCCUPANT)
13 OCCUPANTS N EXITS,
AI ,Ir I_ REQUIRED-2. ,R
CIRCUIT I I BOULDERING GYM I 1st L L ZZ NINE: REQUIRED-11, PROVIDED-11
mm
® SCALE® l'-
R _ _ _
WIDTH
� (TABLE
5TAIRWAY-
0.3m/OCCUPANTS x 10 OCCUPANTS 3" REQUIRED:: E4 D EXISTING STAIRS PROVIDED R
NOTE. STAIRWAYS SERVING OCCUPANT LOAD OF LESS THAN 50 SHALLA A WIDTH OF NOT LESS THAN 3 . Date [samod For
E GR SS POE p
0.2/0CCUPANTS X 244 OCCUPANTS49.00
REQUIRED: 3 P SIDED
1. ILLUMINATION LEVEL' THE MEANSOF EGRESS ILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 F' T C D (11 LUX)
AT THE WALKING SURFACE,
—� 20 O SHALL SWING I DI GTI OF EGRESS ERE SE NG D C PANT L OF 0OR
I� CUPA CYa --1_ -- CUP NCY4 3® INTERMORE VENING G SUI SOF PERMIT-TED TO HAVE INTERVENING R IF E TRAVEL
STORAGE MEZZANINE _. � BUSINESSFIC DISTANCE I SUITE EXIT DR IS 1 Y 138 014
A E
.., .,} .,. .� ..., . . ,.�. .� AAAA <.. .:.3 ; � ... ,.�. . :,�r .r. ..,,..,,�.wn. _a.:� ..> .,.
e TWO INTERVENING ROOMS — EXIT ACCESS TRAVEL FROM WITHINSUITE SHALL BE PERMIT7ED THROUGH TWO INTERVENING
G
1,517 S �. �. 50 O. ROOMSERE E TRAVEL DISTANCE TO E EXIT ACCESS DOORNOT A AN 0®a '� F
CUP t?A�A A T L A®, 5. TABLE 1015.1 SPACES VATH ONE EXIT OR EXIT ACCESS DOORWAY.,; A OCCUPANT LOAD OF 49, S MAX LOAD OF 29 PERMIT SET
(300 .FT. PER OCCUPANT)II `r 1 SO.FT. OCCUPANT)
IT ACE TRAVEL DISTANCE: OCCUPANCY - IN BILIN SPRINKLER SYSTEM - 250'
S OCCUPANTS
7. DEAD EDS ® WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL E
ARRANGEDU T ARE NO DEADIN CORRIDORS MORE THAN 20'.
ACCESSIBILITY'.
® o®
1104.4 LTIBUILDINGS AND FACILITIES, PT1 A STORY BUILDING R FACILITYHAS E Y dab
WITH AN OCCUPANT LOAD OF FIVE OF FEWER PERSONS THAT DOES NOT CONTAIN PUBLIC USE SPACE, THAT STORY SHALL
NOT BE REQUIRED TO BE CONNECTED Y AN ACCESSIBLE ROUTE TO THE STORY BELOW OR ABOVE. I T
MINIMUMING FIXT
5 of 12
30 5 .FTs PER OCC.
F IN. FIXTURES: LOAD G C. SH /MALL MALL MALL IMAIALL FOUNTAIN
A-1-3—DQUEAHM 357 OCCUPANTS 4 126-200 OCVS 1: ONE PER . . 2 P O DED P DRINKING U A
10,715 30 357 179 PER LEND PER GENDER PER E ER CLIENT PROGRAM REQUIRED FOR A-
CIRCUIT I I BOULDERING GYM TI MEZZANINE CODE PLAN 4 4 4 4 REQUIREMENTS
M SCALE: PROVIDED: 3 N TOILET ROOMS 3 W/lN TOILET ROOMS 2 PROVIDED1 PROVIDED
LTOTAL# OF FIXTURES 2 N UNI—SL'4 RMS 1—SEX RMS PERMIT SET
_ _ TMARD
�e
5GYPSUM 2X4 U 21 BATT TH6
(TYPE AT TED RIt97 INSULATION 1 rl
CiRcul
SIMILAR ALL TYPE) '7
N411 T&G
FIRE STOP SMOKE PLY
GASKETING EA. SIDE
—SEE WALL TYPE #5
TRIM EACH SIDEWOOD STRI . ! ........
GYPSUM
I
SIDE TAPED AND
° � �` 2"XWOOD STUDS AT 1 ®° WITH DOUBLZ TSP
SANDED READY FOR PLATES SINGLE DTTD PLATE° IIVTERI�R AND �@ $TIP t� N J a
.. , FINISH. � � LAYERS �F
EXTERIOR SIDES COVE WITH " TYPE TYPE GYPSUM
GYPSUM WALLBOARD, 4° WIDE, APPLIED WALL BOARD
WT
HORIZONTALLY TILL ITH VERTICAL ,
F;. I
ARCHITICT TEs TE RESISTANT JOINTS DE STUDS, AND FASTENED WITH e� � ? l� alla
GYPSUM D s< PE S DRYWALL SCREWS, SPACED 7" C, �2
SIMILAR CO DTIDN
NOTE: WATER RESISTANT -— _ _ — _ _ __.__— _
' GYPSUM PARD BASE LAYER �� TYPE X GYPSUM WALL BOARD
------ APPLIED AT RMT ANGLES TO JOIST OR TRUSS
4" DR 6" D SIMILAR CO DTION 24'D. . WITH 1V TYPE S OR TYPE W DRYWALL
p STUDS 0 16" O.C, � 4� OR '� �D UDS SCREWS 4" O.C. FACE ' E SUS
WALL BOARD OR VENEER SASE APPLIED AT RIGHT
160
.C, ANGLES TO JOIST DR TRUSS ROUGH BASE GES
LAYER TN t' E S R DRYWALL
EXISTING AL BUILDING
CEILING FINISH e.' INSULATION AND VAPOR BARRIER, ;Ej ET ALL PANEL
SCREWS, 12. O.C. AT JOINTS INTERMEDIATE JOIST
_ R TRUSS. FACE LAYER ALL. R F SPREAD 25 FASTENED T BI TS, GI AL .° a ....,
PLACED ' BACK EITHER SIDE F FACE LAYER AND SMOKE 50 R LESS TYPICAL I TYPICAL
NOTE. HERE. CEILIND FINISH END JOIN 1 O.C,
DOES ®T EXIT OYPU
BOARD TO TOP OF STAID PER
DETAIL.
TT 1 T L
SOFFIT STAIR T I EXTERIOR
D NT.S. UNDER STAIR STORAGE ROOM
E4NT,S
N.T>
UJ
LU
1 VAPOR
FLEXIBLE FIRE STOP r
BARRIER I METAL
SMOKE CASIETINC STRAPPING ANG TIE INTO (E 6 METAL _
S SIDE ( AT 13.0. RUM BASE —GIRT, TYPICAL 1 \ 014011
, OF WALL TO CEA CONT.m $ p VAPOR BARRIER
I I TRI H SIDE
I I
WOOD STUD U.
I ,. , .+, '.. . ... •,° <. r; ,... s. s , ., e .. k ,n. , 5. ,., .5 a +. ... .r. r,¢ ,, . .. a a r«.d *-an'.' :"�, .s,
w e
s„s
z
hh E p”
LUTYPE-X GYPSUM BOARD
NOTE: 2 LAYERS EACH SIDE ODD JOISTS SUPPZ CL
TED CSD JIDI S UP RTEI3
FOR 2—HOUR FIRE WALL: AT WALLS ' R HUNG FROM AT WALLS OR HUNG FROM
STRUCTURE ABOVE STRUCTURE ABOVE
a «
POLYETHYLENE BACKER
ROD WITH A MIN. OF " THICK
SPECSEAL LCI SEALANT AT TOP _ — _ _ — ®. .® ....... — _ — — 1) - " TYPE X
AND BOTTOM OF 2—HOUR WALL. GYPSUM BOARD GYPSUM BARD ONENN
UL R4024-7-5 AND TESTS IN
ACCORDANCE WITH ASTM 119'
UJ
NOTE; AT RATED ROOMS EITHER Li- LU
SIMILAR DETAIL AT BASE D � 4 �fAL UILDI CONTINUE RATED WALL ASSEMBLIESLLJ
FIRE WALLS INSULATION, E SPREAD 25 (E) AL ALL PANEL TO DECK ABOVE DR PROVIDE FIRE
AND SMOKE 50 OR LESS FASTENED TO CIRTS. BLOCKING AT LEVEL OF RATED 0 cid
TYPICAL CEILING ASSEMBLY, mom 0
RATEDI TER RELIEF JOINT INT.Sp
I L EXTERIOR L T I - T I I
1 11 FIRE ALL LR4024-7-8 . .T�Se UNDER STAIR STORAGE # ,T.S>
0 E
01 C4
LU
a ions:
Date, Issued For.
Date: JANUARY 13, 2014
Issued For:
PERMIT SET
job No, GA-2013—CO05
PERMIT SET
6 of 12
Al m2
I�
PERMIT SET
1.
I rig
9 f
I I I I I I
. ,�
cl
GENERAL NOTES
a
Cupalm
Fl. ANY INCONSI CI TWEEN DRAWINGS AND ACTUAL
CONSTRUCTION FI LL BE BROUGHT TO THE OWNER
REPRESENTATIVE"SPRIOR TO CHANGES. NO �CSTIFNIN J.'
2. DO NOT SCALE DRAWINGS. "M . RMATIONS
WITH
F
. PROTECTION, ALG OTHER
AREAS
I FIE DIMENSIONS LE I
3. el 10REMAIN.
TO FABRICATION AND INSTALLATION OF ALL
owl
4. INTERIOR ALL DIMENSIONS TO FACE F FINISHES ISHES U LESS E SIO BIB: �� t?..... . c r
NOTED OTHERWISE. PIPING 70 BE RAN WAN
5. ACCESSIBLE COMPLIANT A E T ALL D fTHE GIRT SPACE IN
LOCATIONS.
. j
6. MECHANICAL AND PLUMBING WILL BE COORINATED IN THE Igor ------ #"m EN J, GERM
FIELD Y THE OWNER/CONTRACTOR.
7® EXTERIOR DIMENSIONS TAKEN FROM FACE OF STEEL 0.01`" ,OREGON
STRUCTURE UNLESS NO OTHERWISE,
1 ,�
DIMENSIONS L ATI INROW OPENINGS ARE TO CENTERLINE.
9. SEE SHEET,A1,01 FOR DOOR SCHEDULEUmm
1 , FIE SPRINKLER DESIGN—BUILDSUB—CONTRACTOR TO CUMOR40
DESIGN AND COORDINATE E SII E CO POE TSNTH �
CONTRACTOR, DESIGNER. AN o � SM 60M,OWMANS MAN"
"N07miff
11. ELECTRICAL PLAN COMPONENTS , ELECTRICAL
SUB—CONTRACTOR RESPONSIBLE DE PERMITTING. � � �
LU
12.THE HIGHEST OPERABLE PAT OF ENVIRONMENTAL AND OTHER
CO I_S, DISPENSER, ELECTRICAL, AND COMMUNICA71ON
SYSTEM RECEPTACLESA AND OTHER OPERABLEUj
EQUIPMENT SHALE. BE WITHIN AT LEAST IN ONE OF THE REACH �m� �_ �
RANGES SPECIFIED IN OSSC SEC11ON 1109.2 AND NOT
LESS A " ABOVE THE FLOOR. "� —�
PUBLIC 0
13. INTERIOR ALL AND CEILING FINISHES SHALL HAVE A FLAME
SPREAD INDEX NOT GREATER A CLASS C FOR FULLY CL 0
SPRINKLED GROUP S OCCUPANCY. CLIMBING
14. GLASS GLAZED IN STOREFRONTS, CURTAIN WALLS, AND
PARTITIONS SHALL MEET THE S'EIv I REQUIREMENTS OF1 --
ASCE 7, SECTION 13.5.9. THE -CAD RESISTANCE OF GLASS low z
UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDA FRONT
RCIN LL. mi
I AS E 1 OOa 17
A 0
15. GYPSUM O MATERIALS SHALL CONFORM TO FOLLOWING d
STANDARDS: ACCESSORIES FOR GYPSUM BD—ASTMC 1047®
GYPSUM BACKING BO AND SHAFT LINED—AS C 44
GYPSUM CEILINGBD—ASTM C 1395. GYPSUM SHEATHING—ASTM C 7 NG �� •
GYPSUM ALL- OAD—AS C 36; JOINT REINFORCING TAPE ANDF. 0ti (w urr INIMIMINT WORK
,., p
COMPOUND—ASTMC 4°74 O 4-75; S -�
EL SCE AS C �. .m
C 10OZ 10OSTEEL STUDS, NON—LOAD E INC AS G ` 45. 1 ! !
1 , GYPSUM SHA, ASSEMBLED AN I "MLLE IN C 1
I FOLLOWING STANDARDS- GYPSUM 1
GYPSUMSHEATHING C 1280. N
GME& LU
1
19
SYMBOLS m z
INTERIOR ELEVATION TAG
1 $
(TOP—ROOM DRAWINGS , O NN CL
OUTER—SPECIFIC A ELEVATION Na ,
t _10 k Use =)
- - r
Ln
BUILDING SECTION T
(TOP— R , TT _ HEET'
CLIMBING uml V_
OU=FT FOOrNKr
E> TYPICAL WALL SEC71ON TAG(TOP—DRAWING BOTTOM—SHEET
ALS TYPE TAGM
( E ALL H Al, 4
olEKISTING S,.. MON
—0
. T L AND Y Q TO
REMAIN
Tei.:C e TOP OF FINISH
ELECTRICAL RECEPTACLE 11-ACK
.
UNE
FCI RECEPTACLE
N
M®INS j Issued For.
CECESSED RECEPTACLE
�u
y - a /5
U — X t; A ,D
Ct E TAIL
7
KIDS
cum YOGA YOGA
r,
ROMLA
El
U71UTY DOtc JANUARY13, 201
(123
.————— , � .,—,:. � � M � Issued For
PERMIT SET
CLIMBING TOILET
smn e Smamo TOILET (E) FIRE
(E) E Q RIhfER
® 2 LOW VOLTAM 2
Job N 213
i i w i 2.0
PERMIT SET
a I R FIDE N o O N
FLOW NFOR WALLS
FIRE
E EXISTING AIN
PC) N 7 of 12
1 CIRCUIT SWI*l 1ST FLOOR PLAN
SCALE: 1 V-0"
PERMIT SET
MY GFIMARD PENN
TRII
CiRcul
baulderiall
PE RAIL T l `X 7 LAO BOLT DOOR SCHEDULE
RETURN _ DO HARDWARE E SIZE I FRAME EREMARKS
WALL R u IL NU G A I FII ANG N
"INN owwwwwwww"
1 "g MIN, FIRE TREATED
a
WOOD IN 1 FG2 ST x TI AL A R STI G 10 R MAIN; QUP O C A —CLOSER
10 R
x _WD N
Lj x O _ N
105 F0 x 0 C" N ( `U ( D T
IFN
WSCNR SH DOUBLE
10
a _Ra xARCHITECT
Ox
0 METAL STUD I
I
r
BRACKET111 3O x P P NR '09TINg TO RE AI E C ARE O
1 t®• t 112 %r x'1 L TIG AL AN NR EQUIPP H N HOIST
MAX
MAX 113 FG 64 O ALCTIG L AN NR` —EQUIPPED PANIC HARDWARE DOOR CLOSER
114 O 0 T x 14 4 TE
C11G AN AL AN NR UI AIN HOIST
115 F_ Q O C R
1 116 F ST x O S P HM P NR EXISTING 1D REMAIN (FG1 ( D)
117 —0\44D--16-TO 14 L CTIG AL AN N EQUIPPED AIN HOISTGERBERJ.
11 F 3 0 x S H P NR EXISTING AIN EQUIPPED- PAC ARE FLUSHOVERHEAD
Ieo' 119 F 30 O N EXISTING TO REMAIN
T 12 0 x O NR XISIING € AIN IN O OON
HAN
D L 121 F 0 C NR E TING RE AIN
t " 1 F 3 0 C NR EXISTING TO REMAIN
POINT B EXTENSION 123 F 0 x 0' WD NR
°s t t«°° co ,PIPE
LEGEND
[SIU ®®1 (WD) - - WOOD STAINED C ( >Ic) - CLEAR TEMPEREDSS (S) R S Nu (AN) IZ T ( ) PAINT
NOSING NOTES —e
a9
FLUS0H GLAZED FLUSH
OleFmw
1) HARDWARE SCHEDULE T COORDINATED PRIOR T U DOORS
G 2) ALL HARDWARE SETS TO MEET AOCESSIBUTY RE UI E a
THRESHOLDS T DOORWAYS SHALL NOT EXCEED X.EXISTING WOOD ul
® RAISED THRESHOLDS AND FLOOR CHANGES GREATER THAN W AT MWAYS SHALL BE BEVELED WITH
STAIR TO REMAINSLOPE NOT GREATER THAN 1 UNIT VER11CAL AND 2 UNITS HORIZONTAL, ( SLOPE)
DOOR HANDLES, PULLS. LATCHES, LOCKS AND OTHER OPERATINGDEVICES SHALL BE INTALLED W MIN. A
ABOVE FINISHED FLOOR, LOCKS USED LY SECURITY PURPOSES AND NOT USED FOR NORMAL E TI ARE PERMITTED
t2" T ANY HEIGHT.
EXISTINGIts ) PANIC AND FIRE EXIT E: ACTUATING PORTION OF THE RELEASING DEVICED AT LEAST h OF THE
/Vi L
BEYOND DOOR LEAF LLJ
1 T ) DOOR .ATERII AND FINISHES TO CONFIRMED I MAINTAINING REQUIRED FIRE RATING
WIDTH' 7) THE OPENING FORCE OF DOORS ALONG AN ACCESSIBLE ROUTE SHALL NOT EXCEED 8h POUND—FORCE FOR EXTERIORDOORS AND 0
5 POUND—FORCE FOR INTERIOR OO
) EGRESS DOORS SHL BE READILY OPENIABLE FROM THEEGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGEOR EFFORT.
OWN= te
i CIRCUIT SKI STAIR 2mWHANDRAIL DETAILSLu
SCALE: N. ,S4
WINE wpm
4cc u.
0 LU
IL uj
LLM Z)uj
climew
c
AREA
c ------------
I For.
TO ', TYPICAL EACH SIDE
ReD
�f
CLOSETS
MODIFY EMSTIN
FINISH
INS NEW
CLIMBING STORAGE ® _
6 TRIM
Dctc�1 JAI , 2014
Issucki For
PERMIT SET
Job No; GA—2013—C005
('2"'%\CIRCUIT ii ME77ANINE PLAN8 of 12
SCALE: 1 �O
A2m2
PERMIT SET
T11415
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TOILET ` ui Tia T � 12 u � �
1141 f
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T.
YOGA
i
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YOGA
ROM—
(623 SOFT® (623 .FT. STORAGE
x,
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CLEA Vi'iA
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I SPRINKLER 9- w
4 ELE
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'
RQOM0 C,_
--- - -
-----------------------
JANUARY
, 2014
1 For
C.
PERMIT SET
4 2 4
4.
1 —
3 3 PERMIT SET
CIRCUIT SWIi
A203
PERMIT SET
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ark
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9. SEPARATEPERMITS ALL BE: 05TAINED FROM THE FIRE`
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so= liliNE110 Ix mi
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��6i BOARD CEILINGS AT NEW YOGA ROOMS, SHOWER ROOMS, TOILET ROOMS.
HALLWAY, ELECTRICAL AND FIRESPRINKLER ROOMS.
6" 36" \ s 2. PATHS OF EGRESSR REQUIRED TO HAVE EMERGENCY LIGHTING ICH
ElMAX MIN. > °' PROVIDES 1-FOOT CANDLE AT WALKING SUREFACE, EMERGENCY
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0 r I TO HAVE PIPING E?:�:NDED AND HE S ADDED FOR FULL COURAGE.
i - d 4. SEE A1.00 F GENERAL NOTES
1 2 3 40 9i
5. BOULDER FORMATIONS AT FLOOR BELOW! — — — — — —
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SHALL BE ELECTRONICALLY SUPERVISED BY AN OFF-SITE R CL
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MARSHAL'S OFFICE, FOR THE Lu 40
INSTALLATION OF THE FIRE SPRINKLER AND FIRE ALARM SYSTEMS.
CD Z
IELECTRICAL SYMBOLS
L SURFACE MOUNTED INCANDESCENT LIGHT FIXTURE
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III 1 16255 UPPER BOONES FERRY RD
1 F
1 1774 W 0 IV 11 VE TIGARD, OREGON 97223
G E R B E R
ARCHITECT
CoT GENERAL NOTES ... .........
STRUCTURAL ENGINEER: GENERAL CONTRACTOR.�
PROPERTY OWNER: BUSINESS OWNER: ARCHITECT: EXACT LEGAL NAME ADDRESS
.. ............. .......... -
JEFF LEWIS DAVID McGEE CONTRACT SERVICES, LLC PHONE # OF PERMITTEE AND WHO WILL
ANDY COLEMAN ANDY COLEMAN STEPHEN GERBER
6050 C SW MACADAM AVE. 6050 C SW MACADAM AVE. 9340 SW YOUNGBERG HILL RD WEST COAST FORENSICS CCB: #164762 PROVIDE FINANCING FOR PUBLIC 1, These standards shell apply to all improvements within the existing and proposed
PORTLAND, OR 97239 PORTLAND, OR 97239 MCMINNVILLE, OR 97128 3835 SW KELLY AVE. 6624 N. CAMPBELL AVE. IMPROVEMENTS AND PRIVATE PROPERTY right-of-way and easements, to all improvements to, be maintained by the City, and to
andy@thecircuitgym,com PORTLAND, OR 97239 PORTLAND, OR 97217 IMPROVEMENTS:
andy@thecircuitgym.com T (503) 459-7737 all improvements for which the Development Code requires approval by the City�
Contact: ANDY COLEMAN Contact: ANDY COLEMAN sgerber@gerberarch.com T (503) 232-5744 T (503) 380-8144 These standards are for designers and developers in preparing their plans and for ORO 1 URBER
Contact- STEPHEN GERBER jeff@wcfore.com dmcs—LLC@yahoo.com THE CIRCUIT INC. City staff in reviewing plans, Where minimum values are stated, greater values War"0 Mo
Contact: JEFF LEWIS Contact- DAVID McGEE 7430 N HURON AVENUE should be used whenever practical; where maximum values are stated, teaser values
PORTLAND, OR 97203-4524 should 4e used.whenever practical. mem"Mul,
(INCORPORATED IN THE STATE OF OREGON) 2, Requests for variances to these standards shall be based. on topography, right-of-
way, geography, or existing physical conditions, which impose an economic, hardship OF
CORPORATE CONTACT: on the applicant. Requests must show that the variance will not compromise safety
ANDY COLEMAN — PRESIDENT/CEO or cause an increase in maintenance.
a n d y@th ecircu itgym.com 3. The 1990 Standard Specifications and Drawings for Public Works ConstrucUon of the
1 (503) 866-6020 Oregon Chapter of the APWA (American Public Works Association), as currently
Z� modified, are hereby adopted as the physical standards for the construction of streets
end related work, sewers, storm drains, water lines, and structures, except as
providled herein or by amendment within each contract. APWA manuals can be z
purchased from KCM, 7110 SW Fir Loop., Tigard, Oregon 97223-8022, Phone No. 0
503-6844097, Fox No, 503-598-0583.
4., 1 me current USA (Unified Sewerage Agency) standards and specifications, as z
DRAWING INDEX - AO.0 COVER SHEET/ARIEL PHOTO/VICINITY PLAN adopted by ordinance, are additional physical standards for the design and 0
construction of sanitary sewers and storms drains, Manuals can be obtained by (D
> EWEN Lij
24X36 ) I LAND TITLE SURVEY calling USA at 648-6821. J CE
jz��,A CL 0
,,NTJT���U R VEY — EXISTING S -��AN-
All other utility improvements, including telephone, electrical power and lighting, gas, -
A�01 EXISTING SITE/DEMO/ARE`A- CALC'S (SEE SHEET #2 and cable TV, shall most the current standards of the appropriate agency as well as CL
FOR EXISTING, SITE SURVEY INFORMATION) City standards,
A O.'� N E W S 0., All other work not covered by the above standards shall conform to the current
AO.3 ENLARGED PLANS W/IN R.O,W. Oregon Department of Transportation Standard Specifications for Highway Z LL >
AO.4 STREET EROSION CONTROL DETAILS Construction and Standard Drawings for Design and Construction. 0 1..
CA-0 Uj >- Now=
'L�'STREET 7� Standards for the construction of water facilities shall be in accordance with American
Water Works Association standards except as provided herein. Uj Z
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AO,O SCALE: N,T.S. AO�O SCALE: 1/16' 1 -0 00
SVV11 BOULDERING GYM
I I RU I ENT kPPLICATION
/iVwls, ,/am N/Ald
PERMIT SET
CM OF Y" MARD FPF11 P EMMI 11711,
VICINITY MAP ALTAIACSM LAND TITLE SURVEY
(NOT TO SCALE)
FOUND518- IRON
FANNO CREEK PHASE 2
ROD WIYPC -KC
O�'IDEVE�OPMENT`7, HELD z LOCATED IN THE NORTHEAST ONE—QUARTER OF SEC77ON 13,
20' l`_30' TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
X 11\1 THE CITY OF 77GARD, WASHINGTON COUNTY, OREGON.
PREPARED FOR
45 60
on BXS&' OF BEARINGS KILLIAN PACIFIC LLC
500 EAST BROADWAY, SU17-E 110
< THE BASIS OF BEARINGS IS VANCOUVER, WASHINGTON 98660
N48'41'42E ALONG THE CENTERLINE
Al, OF SW UPPER BOONES FERRY ROAD
PURSUANT TO RECORDED SURVEY OCTOBER 8, 2010
dIr
NUMBER 20596.
lip
VACATED ROAD
ICE DOC. NO.
99049066
40' 77GARD
UTILITY
En EASEMENT VERTICAL CONTROL CERTIFICATION
WASHINGTON COUNTY BENCH MARK NO. 137, 1 HEREBY CERTIFY TO:
DOC. NO. A DISK IN THE CURB ALONG THE KILLIAN PACIFIC LLC,
p 2007-043460 SOUTHERLY ROADWAY OF RIVENDELL CHICAGO T17LE COMPANY OF OREGON,
AVENUE, WEST OF THE INTERSEC77ON WITH TOGETHER KITH THEIR HEIRS, SUCCESSORS ANDIOR ASSIGNS,
SW UPPER BOONES FERRY ROAD.
ELEVA TION=188.303' THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH
%P- IT IS BASED WERE MADE IN ACCORDANCE WITH "MINIMUM STANDARD
IV DETAIL REQUIREMENTS FOR ALTAIACSM LAND TITLE SURVEYS- JOINTLY
ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 2005, AND
0
1po\ INCLUDES ITEMS Z 4, 5, 6, 7(Bl), 10, AND ll(B)OF TABLE "A" THEREOF.
PURSUANT TO THE ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS
NARRA Tf VE: AND ACSM AND IN EFFECT ON THE DATE OF THIS CERTIFICATION,
ifig
UNDERSIGNED FURTHER CERTIFIES THAT IN MY PROFESSIONAL OPINION, AS
%K A 15.00' WDE THE PURPOSE FOR THIS SURVEY WAS TO
Je STORM r4- A LAND SURVEYOR REGISTERED IN THE STATE OF OREGON, THE RELATIVE
A N PROWDE AN ALTA SURVEY AT THE
DRAINAGE 10 POSITIONAL ACCURACY OF THIS SURVEY DOES NOT EXCEED THAT WHICH IS
REQUEST OF KILLIAN PACIFIC IN OCTOBER
EASEMENT OF 2010. THE BOUNDARY WAS SPECIFIED THEREIN.
DOC. NO. REGISTERED
PREVIOUSLY DEFINED BY KC
2006-128781 #20 PROFESSIONAL
Ilk AND DOC. NO.
32.00' MOE DEVELOPMENT RECORD OF SURVEY
2007-094925 ACCESS I LAND SURVEYOR
EASEMENT NUMBER 30869, AS RECORDED IN THE CINDY A. HALCUMB
C74 DOC. NO. WASHINGTON COUNTY SURVEY RECORDS. REGISTERED LAND SURVEYOR NO. 58928
2006-128782 IN THE STA TE OF OREGON OREGON
JULY 11, 2000
DATES OFfIELD SURVEY-2008, OCTOBER 7. CINDY A. HALCUMB
DA TE PRIN TED :OC TOBER 8, 2010 201.0 58928 LS
EXPIRATION 06/30/11
56 46' <\
LEGAL DESCRIP TION
PARCEL 1:
A -
THAT PORTION OF SECT70N 13, TOWNSHIP 2 SOU774, RANGE 1 WEST OF THE
WILLAMETTE MERIDIAN, IN THE CITY OF TIGARD, WASHINGTON COUNTY,
OREGON, DESCRIBED AS FOLLOWS.
FOUND 518- IRON
ROD W1 DESTROYED BEGINNING AT THE INTERSEC77ON OF BOONES FERRY ROAD WITH THE
CAP, HELD BEAVERTON AURORA HIGHWAY, FROM WHICH BEGINNING POINT THE
-RECORD 518- IRON NORTHWEST CORNER OF SECTION 13, TOWNSHIP 2 SOUTH, RANGE 1 WEST
ROD IS UNDER A.C. OF THE WILLAMETTE MERIDIAN, WASHINGTON COUNTY, OREGON IS REACHED
BY RUNNING NORTH 60*08' WEST 1453.3 FEET AND THENCE NORTH 89*58'
PARCEL WEST 1873.4 FEET, AND RUNNING THENCE FROM SAID BEGINNING POINT
NORTH 48*17' EAST 423.9 FEET; THENCE NORTH 4552' WEST 450.52 FEET
TO THE EASTERLY BOUNDARY LINE OF THE RIGHT OF WAY OF THE OREGON
ELECTRIC RAILWAY, THENCE, WITH SAID RIGHT OF WAY, SOUTHWESTERLY
A
FOLLOWING A CURVE TO THE RIGHT ABOVE 215 FEET TO AN IRON PIPE SET
AT THE MOST NORTHERN CORNER OF THE TRACT CONVEYED TO THOMAS
o AND BENDIKTE MEDLE, BY DEED RECORDED IN BOOK 126, PAGE 416, DEED
RECORDS OF WASHINGTON COUNTY, OREGON, THENCE SOUTH 45*52' EAST
c� 177.4 FEET TO THE MOST EASTERN CORNER OF SAID MEDLE TRACT;
\v THENCE SOUTH 48'17' WEST 262.3 FEET TO .THE CENTER OF SAID HIGHWAY,
PAR77ALLY DESTROYED PARCEL 2 c�bi.9 AND THENCE SOUTH 60*08' EAST 189.3 FEET TO THE POINT OF BEGINNING.
RAILROAD TRACKS TOGETHER WITH THAT PORTION OF VACATED SW FANNO CREEK PLACE
(NOT IN USE) WHICH INURED THERETO BY REASON OF THE VACA77ON THEREOF UNDER
ORDINANCE NO. 98-01 OF THE CITY OF TIGARD, OREGON, RECORDED APRIL
21, 1999, AS FEE NO. 99049066, RECORDS OF WASHINGTON COUNTY,
OREGON
z EXCEPTING THEREFROM THAT PORTION DEDICATED TO HE PUBLIC BY
STREET DEDICA77ON RECORDED AUGUST 1. 1983, AS FEE NO. 83027515,
FOUND TACK KITH RECORDS OF WASHINGTON COUNTY, OREGON.
A� WASHER "W&H ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO WASHINGTON
COUNTY, A POLITICAL SUBDIVISION OF THE STATE OF OREGON, BY
PACIFIC", HELD 10
#12 DEDICATION DEED RECORDED JULY 6 19, 1995, AS FEE NO. 95049903,
t1lo UTILITY EASEMENT RECORDS OF WASHINGTON COUNTY, OREGON.
P PARCEL 2 tkb tk DOC. NO. 83027516 PARCEL 2:
.03
THAT POR71ON OF THE NORTHWEST ONE—QUARTER OF THE NORTHEAST
ONE—QUARTER OF SECTION 13, TOWNSHIP 2 SOUTH, RANGE I WEST OF THE
WILLAMETTE MERIDIAN, IN THE CITY OF TIGARD, WASHINGTON COUNTY,
A-1
OREGON, DESCRIBED AS FOLLOWS.
C-7
BEGINNING AT A POINT IN THE CENTER OF COUNTY ROAD NO. 534 AT THE
ol INTERSECTION OF THE CENTER LINE OF SAID ROAD WITH THE EASTERLY
411 BOUNDARY OF THE RIGHT OF WAY OF THE OREGON ELECTRIC RAILWAY,
cl SAID POINT OF BEGINNING BEING SOUTH 60*08' EAST 1118.7 FEET FROM AN
IRON PIPE ON THE NORTH LINE OF SAID SECTION 13, WHICH IRON IS EAST
1873.4 FEET FROM THE NORTHWEST CORNER OF SAID SECT70N 13,
R=45.00'
L=28.35' TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN,
WASHINGTON COUNTY, OREGON; RUNNING THENCE, ALONG CENTER OF SAID
lilob D=36*05"47" COUNTY ROAD, SOUTH 60*08' EAST 145.4 FEET, THENCE NORTH 48*17'
C=27.88' IDW EAST 262.3 FEET TO AN IRON; THENCE NORTH 45*52' WEST 17Z4 FEET TO
AN IRON ON THE EASTERLY BOUNDARY OF SAID OREGON ELECTRIC
.101.1 CB=S67*22`49"W1 RAILWAY RIGHT OF WAY; THENCE ALONG SAID RAILWAY RIGHT OF WAY ON
A CURVE TO THE RIGHT 29Z7 FEET, MORE OR LESS, TO THE PLACE OF
BEGINNING.
PREPAM Dr.
KCD LLC
0&_ CONTAINING 147,750 SQUARE FEET (3.392 ACRES).
z& /,99
a FOUND 518" IRON
ROD WIYPC -W&H
"<�PACIFIC", HELD LINEI_ '_� TITLE REPORT EXCEPTIONS
THE FOLLOWING EXCEPTIONS WERE DISCLOSED BY CHICAGO 771-LE COMPANY OF OREGON PRELIMINARY TITLE REPORT
41 NO. 472510483239JL—CT50, DATED AS OF AUGUST 27, 2010 AT 8:00 AM. DEVELOPMENT
ITEMS 1 THROUGH 11, 14 THROUGH 18 AND 21 THROUGH 25 ARE NOT EASEMENTS OR MATTERS OF SURVEY. -A CERTIFIED WBE-
PO BOX 398
Camas, WA 98607
ITEM 12 DESCRIBES A PERMANENT EASEMENT FOR UTILITIES TO THE CITY OF TIGARD FOR UTILITIES AS RECORDED 360.834.2519
AUGUST 1, 1983 AS FEE NO. 83027516 AND SHOWN HEREON. Fax.834.5498
P.0.B.
PARCEL 1 ITEM 13 ARE THE RESERVATION OF UTILITIES IN VACATED STREET AREA PER CITY OF 77GARD ORDINANCE NO. 98-01, JOB NO.
RECORDED APRIL 21, 1999 AS FEE NO. 99049066 AND SHOWN HEREON. 424. 10
ITEM 19 IS A TEMPORARY CONSTRUCTION EASEMENT AND A 15 FOOT STORM DRAINAGE EASEMENT, KITH THE TERMS ShTET Na
PROVISIONS AND RESTRICTIONS AS DESCRIBED IN THE DRAINAGE EASEMENT AGREEMENT RECORDED OCTOBER 30,
2006 AS FEE NO. 2006-128781, THE EASEMENT AREA AS DEFINED IN THE AMENDMENT TO DRAINAGE EASEMENT
AGREEMENT RECORDED AUGUST 30, 2007 AS FEE NO. 2007-094925 AND, SHOWN HEREON.
ITEM 20 IS A TEMPORARY ACCESS EASEMENT FOR CONSTRUCTION AND NON—EXCLUSIVE ACCESS EASEMENT OF
DESCRIBED IN THE DRIVEWAY AND ACCESS EASEMENT AGREEMENT AS RECORDED OCTOBER 30, 2006 AS FEE NO.
2606-128782 AND SHOWN HEREON. 2 OF 8
ALTAIACSM LAND TITLE SURVEY
FANNO CREEK PHASE 2
LOCATED IN THE NORTHEAST ONE—QUARTER OF SECTION 13,
TOWNSHIP 2 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN,
IN THE CITY OF TIGARD, WASHINGTON COUNTY, OREGON.
Z itkf=74j 5 V PREPARED FOR
172' F�VC -_(NE,
12' �`:IVC` KILLIAN PACIFIC LLC
500 EAST BROADWAY, SUITE 110
X 8' PVC VANCOUVER, WASHINGTON 98660
v
OCTOBER 1 2010
DOC. NO,
2007-043460
0
07
0 15 30 45 60
\--A:ATUFI BASIN BASIS OF BEARINGS
THE BASIS OF BEARINGS IS
C WE-140 39'
R N484142E ALONG THE CENTERLINE
(rlw�ij OF SW UPPER BOONES FERRY ROAD
PURSUANT TO RECORDED SURVEY
NUMBER 20596.
Alv
....... ......
.................
d"
VERTICAL CONTROL
WASHINGTON COUNTY BENCH MARK NO. 137,
A DISK IN THE CURB ALONG THE
Z
SOUTHERLY ROADWAY OF RIVENDELL
X
AVENUE, WEST OF THE INTERSECTION WITH
SW UPPER BOONES FERRY ROAD.
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41
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41 UNDERGROUND SANITARY SEWER LINE
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41 ARCHITECT
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X\ OF
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4
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Date: JANUARY 29, 2014
CURB
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REAL PROPERY ACCOUNT #: R513689
LAND USE DISTRICT: IP - INDUSTRIAL PARK
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L R B L R
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PLAN TED/CON TINUED
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Job No: GA-2013-CO05
PERMIT SET
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Date: Issued For:
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REVIS 3-3-14
Date: JANUARY 29, 2014
Issued For:
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Job No: GA-2013—CO05
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Z
6 of 8
3 CIRCUIT SWil PFI APPLICATION SW UPPER BOONES FERRY ABANDONED ENTRY
CIRCUIT SM PF1 APPLICATION SW DURHAM ROAD ENTRY A003
SCALE: 1/16" V-0"
TSCALE- 1/16" = V-0" AO�3
AO,3
PERMIT SET
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APPENDIX G Compaction Requirements MAY BE USED SHORT TERM 47-
SAWOUT
E TO ASSURE Sr W/ U711r( WORK AND W/ Tug
ANGLE FILTER FABRIC
I PHASNO OF DEVELOPMENT
SURF11410NO FENC� OIL IS TRAPPED
MATCH EXISTINO HATER114,
/> STRUCTURAL LOT FILL,
C'Rcv'T
I f boulderloo gym
"IN OR AS
Minimum percent compaction required
BASE MATERIAL
MIRECTED
Test method required to determine maximum density T-180
.................
Frequency of density testing in lots 8" lifts 3 test for ea0h
PO INTERLOCKED
2 teat offl If
2"x 2" POSTS
g ROAD
k PLAN
69 , AND ATTACH J.
NTS
Minimum percent compaction.required 90% below Yof sul:4rade AREA DRAIN
G E R B E R
95%wbin 3'of subgrade ARCHITECT
CATCH BASIN
/�JSE STITCHED LOOPS
Test method required to determine maxilmum density T-99 or T-180
... ..... ......
3' rninknum
........... .....
OVER 2"x 2* F��STS NOTES:
>
FLOW .........h
y testing of embankment 6" lifts 3 tests for DURY 80170VI OF FILTER, FASRK, 6�'
each Zot embankment VERTiCALLY BE'
Frequency of denall,
FINISHED GRACE,
2`x 2" FIR, PINE OR STEEL
FLOW
P6 All
5 ROAD SEC-nON -SULGRADEI� FENCE POSTS,
POSTS TO BE INSTALLED ON V 907mli4
Minimum percent compaction required 95%
X,
z
UPHILL SIDE OF SLOPE,
SRM 1 GERBER
F FlTER FA.5RIC
4. COMPA'C'T 5,,CTH SIDES 0
Percent compaction required to what dept below subgrade I toot Ucwm 0 am
�...............
Z"I",
2"
5, PANELS MUST SE: PLACf-D MCMILU,
> 6, M t tl a" MIN Test method required to determine maximum density AASHTO T-99 ACCORDING TO SPAONG ON
DETAJL NO,940
MrIN KW41NIq KtOw Ilk
XTSIDE OF PIPE Ka Frequency of densfty teatirg of subgrade As needed NTS:
PROFILE DITCH INLET
OF
>
ROAD SEC11ON-AGG&EGATE BASE:
5�1`Al
A-11 6" Overlap of boqs�
?
FILTER FABRIC MATERIAL ASURES MUST BE
Minimum percent compaction required 1� ADD�TIONAL ME
36" WIDE RODLLS CCINSIDERED OF-PENDING ON SCIL
0/1
TYPES�
Test mettiods required to deterrnIne rroximum density 08 H D TM 106 or T-99 NNE=
2, BIO-'FILTER BAGS SHOULD BE z
F nruency of density testIng at aggregate base As needed
STAKED Ot'HERE APPLICABi-E USING
TRENCH FOUNDA71ON
STABILIZATION, kS RECURED
(2) 1%2"NOODEN STAKES ORR
ROAD SECTION-6SPHALT PAVEMENT: APPROVED EQUAL PER BAG, Uj
FOR FURTHER- INFOIRMATION FOR njRTHER INFORMATION
Minimum percent mmperation required. 92% ON DESIGN CRITERIA SEE 1 WHEN USING 30" B,10-BAGS TO ON DESIGN, CRITERIA -SEE 0< z
CHAPTER 4 OF CLEAN WATER Q-1,AFTIER 4 OF CLEAN WATER
NOTE: FRONT VIEW SERVOES EROSION PREVENTION PROTECT A CATCH BASIN' YOU MUST SER`v`ICES ERO&ON PREVENTION 0 0
Test method required to determine m"mum density OSHD TWII V6 AND SEDIMENT CONTROL HAVE 4 BAGS AND THEY SFALL BE (D Z
NTS PLANNING AND DESIGN MANUAL, AND 5MMENT CGNTROL NON= LLJ
I. SURFACING OF AREAS SHALL COMPLY WITH STREET CUT STANDARD DRAWING. OVERLAPPED BY 6'% PLANNING AND DESIGN M.ANJAi-. Uj
JOINTS TO BE TACK AND SANDED. Frequency of density testirg of aggregate base 6 test's mI,11mum*, 0
1 SAWCUT SHALL BE TACK COATED WITH BITUMINUS ASPHALT EMULSION, average density INLET PROTE-_CTION CL a z
ce-
Uj
Full.time Inspection or spot checking of compaction Spot, TYP E 4 (3leanW*r Servk= >
SEDIMENT FENCE CkanW&r Sevvrkes Oar o.onal-humt it cleaz�
UTILITY TRENQ_H g&2KFILL. f Beneath pavement or sidewalk)., *or aommiftnaat U 010'ag, DRAMNG NO, 915 REMM 12-06
DRAWIN�' NC, 87,5 RENASED 12-06
NO SCALE Z LL. Ce
AGU3TIN. P� DUENAS
CITY MOM TRENCH DWO, NOI Uj >_ 0.
13125 SA KAL�.SLYO,
/Al, "M Ravbad July 15�1998 APPENDIX 0 Page 44
4*4171 SACMILL 5 � EROSION CONTROL SEDIMENT FENCE
MARCH IttS 7 EROSION CONTROL INLET PROTECION
VRA)CCF W-M,7 180
C" of TWIM 40�4 // SCALE: N.T.S. AO�4 SCALE: N.T.S. UU
C)
0
SITE DETAIL TRENCH BACKFILL MInimum percent oompaction required for badding 90% cf.
SCALE: N,T,S. Nl�nlmurm percent.compaclon requked for pipe zone 90% FOR,F0�THER INFORPAATION >_
AO,4 CL It
/> SIGN CRITERIA SEE
Minimum percent.oompeotion required above pipe zone 95% 0-IIAPTER4 OF CLEAN�TVTTER NOTES: Uj
sFr�,/ICEIR FROSION RREVENTION M LA_
AI`*SEDII[AENT C:Off MOL i. WHEN DALY 1WROTION8 OF T�IT,MOWN NO 5EDSAW CONTROL5,01MOISOMIRGE Ot"PALLS MUST K,PROVIDED mom= cf)
Test rnwthod rwquired to determine maximum density T-99 PLA1,PING AND DESIGN NIANUAL� SY WME V'�E KNal�'LEXXXAOIE AND PEMUNOED IN THE PRINCIPLES,PRACTIOM,INSTALXION,AND KAIWEWXE OFMSION AND 89DWEW 06
-A
CONTPQ.3 WHOWC Uj
In � AXAT MAY,31 MC YEAR. j
Different Requirement for PVC No SPACING FOR CHECK DAMS 2. ION OF SAM GROVID,FROM OCTOWR I Tlli�. UGH. H 0
MEIN= 0 0
In landscape area 85% C SWWOT WN-,WJU$,kl,�U*T aE INSTALLED AND t,&qNTAP4FDVN A�LOONIVN GRA01MW MIMS OF TWO046TRUCT04 SITEAT#1L TIME$DURING
DITCH GRADE 0045,TRUCTION.71HFY NAWT REF44IN M KA0E,.',,WTIL PERMONSHr VEW97ATION OR Ort*,R PW.WAMW 0,VMJN0 OF EXPOSM Wk.I$NMAK�0,
6 INCH 12 INCH 18 INCH ff. ALL iWn, &INLETS NUST HAVE SEUMNT COWROU MTALLW AND k"NTAINED XT AU.TIMU OURVa 004STRUCMM UNLESS WHERINISE LU
MF_NT11111 RAGIaREQUIREDFORALLCURS INUFT CATCH BASI MW
ADDITIONAL INFORMATIONIXOM Z - M
6% NOT ALLOWED 16 FT O.C. 26 IFT O�C. CL z
8� OF 9EDjMEk4T WNM LEAVES THE SITE MIAT W MEWED UP WITHIN 24 4"*40 PLACED BACKV-4 1.1-6 tri 16AW STAOILVED 0
'When uaing nuclear gauge, two readings at each afte, the second at right angles to the first, OR FRORMLY 01SPOIAD, THECAVU Of THE NDIMENT RELEASE,MUSt BE FOUND AND FReMNTS0 FIRM CAUONG A MCURRIP"W THE U.
015aiAWN-WITIMIN THESAME V, AWf IN4TRZA T RTM In
The two reading will be averaged to,obtain, test density, 5% NOT ALLOWED 20 FT 30 FT 09 SU'M,LAND$REQ�IPW TIME FARAE, A CLYAN UP OFSRDWO&K1 W,PWOMM.#=RDM 0 Th E CREaDN.DEPA , ENT Lr)
7� SEDMAR4T MUST N OT BE INT ENT M AILY vv'As�iE-4 wo.57CRM SVINERS,DRAIWOE V1,104-OWYNAM9 DOWEL
4% NOT ALLOWED 26 FT 40 FIT
A� awAah I Mus",ffe RIEWiVED PRONI UN IND 41,SECIMENT OMRM.�&A$VACA WHEN M KW,W.A0,14M A 141GHT OV Ir4RD THF WARR HF-10W
z
3% 15 FT 33 FIT 50 FT AND PRI;�M THE COWM�M�AEr,#AWRES PSNV�AL,
O� CLEANING c'*ALL S.T?<UfT�jft6'W'1TH UAVO�MWIT OCCUR W Vy WD, Ca 0
2% 25 FT 50 FT 80 F7 001AVLOVIN OF PRC401f� HeNTHC-SEOMW RETNTM.CAPACITYK4 8MM REJDUCEf.� 00% , AT (D
10. MY USE Cf-TOXIC OR Or-ER HAZARDOUS NWE-MALNIAW INCIUDE.RROPER 6MRAGE.APPLICATION,AND DWKWAL. CL
11. THE Pf Rmrms MUST P-ROVERLY kw`IAQ�RA WWM,WASTES,U69D,CILS.CONTAMOUnD WKS,00NOMM w"TE�9AJN1TW_'NAM,UQUID 0
W VpPO e 84Wn*0 FerPX Rd-0 V"TE,OF,0TWER TWIC fiUNTANCES 018COVEMO CR GENERATED MAN%COMMMOTUN,
;> 7-10,41 5�W� DUrn4&r Rd, W
/1 12. rvE APPUGATIOIN.RATE OF FtRTILRFPS USED TO RUSTAWSH VEGEUTION FOu,,Z9 rA,,kNVFA;CT0*R1$AICOWEIIOkTIONS,
9 7.29 4ayin TWE M,EASE FER11UZERS SHOMD BE USM,AND CAM SHMC Uj
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A I
Af* 4,0ep A-,V;o a#00 4,w- 1�1 ?"1004EA OR,,0"1W1WV PERWI-,VAILL voc,RIESPIV`1440a,FOR PROKA 1WAUAT1Q?4 ANa WAINTE-14440E OFA�,�,eR0=,N,'AND$P�DWNT 00WRa
�17* ��#
*42' of #_ 04 14046, _C� W00*t IN ADOORDAND9.00TH CURREI,,r�CLEAN WATER MWICU STANDAIRDS AND ITATE�00 FEDRAL RSQ-�UTION&
_j BARRIER SPACING FOR GENERAL APPLICATION 14, PRIOR TO AbrY LAND VISTMWN3 P4TIVRIVIk Tw_50WOARMS Of TW_OLZARM3 LIMIT'&VEGETATED SUFMRS;AND AWWWn,VE AftAa a WNNIN ON
LWITS, MST WJWAIN THE DFAINEATION FOR,THE DURATION:Of THE PROJECIT.
Q
NOTE-VEWTAnD WFRTaViS TU K DELINEATED WITH ORANGE CONOTRUCMN MCE OR ARMCvWX EQUAL
INSTALL PARALLEL ALONG CONTOURS AS FOLLOWS
I& PRIOR TOANY�ANDDIVUPMNGACU�MES,r4JOMPs TgiAT MUST SC- ENTRANCE,KRK�WTEAWDWRW Revisions:
% SLOPE MAXIMUM SPACING ON SLOPE 00111PIRMIAND INLET PRIOTKTI,7�,THMWAPO WST W!vViNTANED FORMR-A DURNTIONOr THEMQJEPT�
_T Date: Issued For:
M IF VE)UTATNIEWIMM,&I",4411W SPECIPIP-01"MANGJAU"TAKE PLACE NO LXTERT�MSWMMAKR I*r,T"E WFT AM PERCENTAGM Cf 6MD I N
110% OR FLATTER 10:1 OR FLATTER 300 IFT `n-,WX AK AS ODMFIED Q4N THE"4 OR,*SK0FIED OV THE XMIGN ENGINEEP, REVISIONZ�� 3-3-14
V, WATIER-TIOHT TRUCKS MOT REIVAEV TO I?V�NSRORTSATIUPATSD 90"FROWN� SWNWAUCT10?4 SITE AM APPP&OVED EOUNIALENT 18 TO DPAIN
>10% OR <15% >1 0:1 OR <74:1 150 FT TM, WIL ON SITZATA DESIONATFO=hTIMI USING AMMMUKT, MAP&30,11-MUST BE DFAIM0 WIF1100MY FOR MINF."LlPLLAAL
16, ALL PWAPING OF M01,10ENT LADEN WATER MUST N DISCWPASED WER AN UNDIPVURRFD�PREFERAWf AMTATW.ARR&AND THROUM4 A SEDOVIENT
>15% OR <20% >7.5:1 OR <5:1 100 FT 00WROL SW(11.RIMER W�),
O�f p0vdle� 11, r,*.ESC KAN WIT 11E KE"11NSITF_,NL ME"URU 111101MN,ONTHIE RAN MUST W IN11TALIED PRMKY T-2 EPWJRE THAT$E11NF4T D N k ATER,
>20% OR <30% >5:1 OR <315:1 50 FT DOES MDT EWER,A SURFACE WATSR MTRM,R,04DWA��,OR QT4ER W-FiRTIES,
.4 4,
0,0z.72/V �O/.61
RAJN0 AS 'U W.
>30% OR <50% >3�51 OR <21 25 FT PERIOD TJ�,EOE MEASI)RES VALL BE Un ,',EE.DEDTO�N4NTAINOO�API-M�,;EWfrHALLREra LA7.K).A -------------
Date: JANUARY 29, 2014
14 y*'r,4F,A0 S�W a U, IN ARV4 60JECT TO,OANO EROWiN,APMOPRIATE RIPS MUST BE WEDINHICH WY lKLUDE rHEAPPMAWNI OF FINEANATER SPRAY114%PLASTC Issued For:
> SMVI.W,'OULMNri,OR OTHERAPPR.OwL�MEASURES.
47o420 Acres$ RdI 647$71 4� A"EXP�IAM-10 WDEISKIIA�SC-CMEMM CQ.P1W,4,1ET��VSATHW,PERK)C1. PFI APPLICATION
>
011
FOR MORE INFORNI[ATIO.N REGARDING TKE,9E TABLESSEE CHAPTER 4 TABLES 4-3 A40i 4-7 OF
> CLEA;NOWATER SEKvICES EROSION PREVENTION AND SEDIMENT O(DW,AOL DE-8110W*AANIJAL,
Job No: GA-2013-CO05
SPACING TABLES aean%ter servim, STANDARD EROSION CONTROL NOTES PERMIT SET
\> Rovited juty 15,108 APPENDIX G Page 45 Out ommitmost iF 014au FOR SITE$ LESS THAN I ACRE aeanWhter Smices
DRAWING NO, 94C, REVIWD 12-06 Out"MmItmard, alea, 7 of 8
`,40, 94-55
(-7
2 SURVEY UBFR — ( E) SS STUB — OUT 4 SITE NOTES — COMPACTION REQUIREMENTS 5 EROSION CONTROL — SPACEING E A004
( 8 ROSION CONTOL - NOTES
SCALE: N�T.S. SCALE: N.T.S. SCALE: NJ�S.
AO�4 AO.4 AO�4 SCALE: N.T.S. F-1
................ ..........
I N 4J
�_4
PERMIT SET
CM OF r1l MUM PH PERIAII [171
FOR CURB INFORMATION STOP SIG'l LOCATION
SEE CURB DETAIL (INSTAL- 4"' PVC., SLEEVE UNTIL ' CROSSWALK
PERYANIENT SIGN INSTALLATION)7 STRIPING
3/40" R EDGE 2% EX��STING, PAVEMENT—\, DiG OUT REPA)IR SAW CUT OR GRINDING I
R/W RCAQ PC/P7
CTN6 cv'T
SIDEWALK
DRAINAGE BLOCKOUT
8 CURSSIDE
30 I.D, SCHEDULE 40
SECTION A-A
Ii -------- vo.
DWV (ABS OR PVC) L) 5'
PIPE W/COUPLING A�-
cri
Q
ENLARGED R/W OR EASEMENT
I
r7�4"",-
ELCHAIR
AREA TO CON"AIN WHEE
. ..... AB
AGGREGATE BAS7ROCK TRUNCATED DOME
RAMP AS REQUIRED
ITI! IN J�
TO 'CONFORM WITH G E R B E R
CONCRETE APRON DETAIL
STRUCTURAL SECTION
COMPACTED SUBGRADE 1p
or
CCWMERCIAL DROVEWAY
ARCHITECTI
DETAIL (SEE DWG, NO, 142)-,
im is
'I ;p;
LOCAL STREETS�
EXPANSION 0:1
. ... ...... .
........ ..
JOINT (TYP)
Its os
A 0 - 6 CLASS "C" ASPHALTIC CONCREETE
AGGREGATE BASEROCK
AE! - 4" (1-1/2" - 0
"so 0 on
A A WIDTH ............ .....................
DRIVEWAY 01.1,R PC/PT
V A R HES
A 0 8,'-' CLASS "C" ASPHALTIC CON1,CRETE RAMP WIDTH
N-,
VARIES 3:
NOTES, smpliFfi 1 GERBER
MINOR COLLECTOR STREETS.,
RAMP TEXTURE umm P ammo
t TRAVERSE EXPANSION JOINTS TO, BE PROVIDED AT EACH POINT OF TANGENCY 1 2 A` - 7" ASPHALTIC CONCRETE, PATTERN DETAIL
OF THE CURB & AT OTHER LOOATIONS AS REQUIRED TO LIMIT THE SPACING E�PCSSURE PLAN \4EW Mommmuf,OREGON
TO A MAXIMUM OF 20 FT, A3 - 4" 0'*) AGGREGATE BASEROCK
2, TRAVERSE ZXPANSION MATERIAL TO BE PRE-MOLDED NON.-EXTRUDED MATERIAL CR
�MTH A WNUMUM THICKNESS CF 1/2", A-1 - 9" C�LASS "C" ASPHAL-nC, CONCRETE OF
25' MIN, RADIUS (TYP) 4' 4'
3, TRAVE:RSE CONTRACTION' ��'OINTS TO RE $PACEQ N"DT MORE 711AN 10 FEET APAR� MAJOR COLLECTOR STREETS� - - - - - ---- --- ----
WITH A DEPTH OF AT LEAST ONE FOURTH OF 'THE CROSS SECTIONAL AREA. FLUSH
FOR RAMP INFORMATON
F, SEE WHEELCHA�,R RAMP DETAIL (NO. 12'8� A C - 9" CZASS ASPHAI'7 1 C C,ON C R 7-TE
4, CONCRE7 BREAKING STRE'NGTH 70 BE 3000 PSI AFTER 28 DAYS,
00
A 4" AGGREGATE BASEROC'K
5, DRA�NAGP' ACCESS THROUGH NEW CURBS SHALL BE PLACED A MIX OF 2 FEET FOR SIDEWALK fNFORMA T ON
AND' MAil OF�'3 FEET FROM PROPERTY UNES,
z
SEE SIOE�VALK DETAtL (NO, 120)
a
r
< NOTES� 4" P,C, CONCRETE
'CA Q DF ANQ SANDED;,
1, TS 7' TACK 0
2- 3/4'"-0" AGG, BASSEROCK
HALTIR�AUD IN MAX, 3,' UFTS, EACH COMPACTED TO 929 MIN,
1 5A'#YCtT StiAILL BE TAC COATED WITH SITUMINUS ASPHAI_T EMULWN, SECTION A-A z MEN=
o
NOTES, INS= Lu
1, 'CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH. OF 3000 P.SA, IN 28 DAYS� j w uj
CON TR ACTION JOINTS SHALL BE SCRIBED 3/4" DEEP ANID RAMP PANELS SHALL BE BE J:L 0
Ap"pos N.M 2,
NO SGAU NO KAZ
AQVFrIN F, NEW A."powk ey;I NO SCALE AOUPW P� DWUW EDGED ON 4 SIDES, -
'tlN K OOEMS CL a
"NMRM KPARIMENT
PONUM0 WARTMENT OWGI AOUS j MY,PaNw, PAVEMENT DIG-OUT DW2 NO,
vr� DMWMENT 3, EXPANSION 'JOINTS SHALL BE 1/2- ASPHALT IMPREGNATED MATERIAL OR EQUAL,
g' ,, I Im"&A k4l,10K
STANDARD CURB ALTERNATE �401 momm
g WO,SA HA", 4, SURFACE SHALI HAVE A MEDIUM BROOM FINISH,
mm vw " w,"14 AND REPAIR
ai
,1 1 0
rA& "4-7w JULY 2001 MEN't Pla wx 182 AREA SHALL BE SAFETY YELLOW"
125 /m/l/P W"� m -S-4171 any w TNMW
cm OF w wj, t MARCH 1908 COMMERCIAL DRIVEWAY MWAV COLOR OF 1)01�, E z
FIAY� 162
Ty OF T#Gw uj
GROW DATE REylook
NO SCALE Z u-
ENONUMK DEPARTMENT .............................../......................................... 0
"A".M.101 _�7110-04-_FOK-MO,4-7f WHEELCHAIR RAMP DWG� NO,
UJ
1 STREET DETAIL STANDARD CURB 3 STREET DETAIL COMMERCIAL DRIVEWAY 5 , STREET DETAIL PAVEMENT REPAIR 11111, VIM) so
Q STANDARD CORNER
PAX,, W-11M,
SCALE: N.T,S� A0_5 SCALE: N.T�S. AO�5 SCALE: N.T,S. cm or Tiom ............ 1 128 E >
A 0_5 ui 0
> < ce
7 STREET DETAIL - WHEELCHAIR RAMP 0 0
EXISTING DRIVEWAY - AO,5 SCALE: N,T,S. 0.
MATCH' WIDTH GRADE CL w
uj
OCNSTRUCT 1/Z' 70 A C; R8 '0447
LL
R W LINE 5' Mft SEE NOTE 5 ROW
3/4" RADIUS UP -ONSTRUCT DRIVEWAY A
NON=
PRON
UJI
SEE NOT E 4
MIN, 3" SAWCUT AND N11. i
I VER7CAL BREAK VARIES 2x z
C 7
0
0
ENO=
EXISTfNG A ROAD
SEE NOTE 3
r 4,
7 Gur"TERIA
PXIiENIEN7 "A' SEE
�J� L�,,�� 1k i
2- OF 3/4"-0- 5ASEROCK uj
I�IIL"�2//,,`,�...............
NOTE 3 06
SECTION
1 2XI C
'N
SEE NOTE 2 CL
SOEWALK
OF �/4000' COMPACTED AGGREGA7E 0-
5' N1 2
COMPACT�:D SL15GRADE
CURB AND GUTTER LL
ui
Lo
cq uj
A
SEE NOTE 4
30 M A X SIDEWALK ADJACENT TO CURB Now=
r----CQ,,NS'TRUCT 1/2' TO Or !AIN
3/4" RADIUS LfP co cn
5ANVCJ7 MIN 21' --o- 155� Mft ROW
FROM FACE OF CURB -7 EAm.A.N
CONSTRUCT DRN�N4Y APRON
5' MIN, 3/4" ROAD
k R/W
IF',
A-
2 1/
4;�� A�C�
EXfSTING
J, 4" OF P,C,,C, ON OF 3/4"-0
Z, 2%
�\-2"` OF 3/4"-0" SASEROCK
PAVEMENT
...... 2% SLOPE TO STR
STREET
SECTION
EET
a7glgR`�vl
COMPACTED SUBGRADE
................
N'4011V"11
\\-Z' OF 3/4"-0"' C'OMPACTED AGGREGATE 7777 5"!
I_j "JII, ci_'/
SIDEWALK AWAY FROM CURB
2" OF' AGGREGATE'
STANDARD CURB
. ...... ReAsions:
NOTES:
(3/4"'-0") COMPACTED
4" A�C� 6" X 6" 10 G'A MESH Date: Issued For
1, CONCRETE SHALI BE 3'000 P,S.1, AFTER 28 DAYS, 6, SACK MIX, SLUMP RANGE REVISIONZ�j 3-3-14
N(OTES. PEDESTRIAN PATH OR BIKEWAY SEE NOTE NO. 4 OF 1-1/2" To 3
1� SAWCUT THROUGH GUTTER PLATE SHALL BE MADE As CLOSE
10 CURE FACE AS POSSIBLE. NOTES,, 2, PANELS To BE 5 FEET LONG,
2� C'OMPI ET E rURB AND GUTTER SHALL NOT BE REMOVED UNLESS NOTES, 1, 0"ONCRETE COMPRESSIVE STRENGTH SHALL BE A MINUMUM OF 3300 PS� AFTER 28 DAYS, 1 EXPANSION JOINTS TO BE PLACED AT SIDES OF DRIVEWAY APPROACHES,
DIRECfED BY THE ENGINEER. t CONCRETE SHALL BE 30,00 P.Sf, AT 28 DAYS, 6 SAC MIX, SLUMP RANGE OF 1/2"-3" LIT11"ITY VAULTS, �VHEELCHAIR RAMP$, & AT SPACINIG N07 TO EXCEED 45 FEET,
3, 'vVH EN STRAIGHT CURES ARE REMOVED, A MiNIk4UM OF' 2 FEET 2., CURB JOINT SHAi_�" BE TROWELED' "NITH A MIN 1/2" RADIUS ALONG BAcK OF CURB, Date:
OF PAVEIMEN- FROM THE� FACE OF CURE SHOULD BE REMOVED 4. FOR SIDEWALK ADJACENT TO THE CURE AND POURED AT THE SAME TIME AS THE JANUARY 29, 2014
AND REPLACED, 2. CONCRETE PAN ELS SHALL BE SQUARE, 3/4' DEEP SCRIBES AT JOINTS 5 FEE, APART, 3, EXPANS-ION & CONTRACTiON YOINTS SHALL SE, 1/2" PREMOLDED ASPHALT IMPREGNATED, CURB, THE JOINT BETWEEN THEM SHALL BE A TROWELED JOINT WITH A MIN�, 1/2" RADIUS. Issued For:
4-, WHEN ENTIRE G07ER PLATE IS REMOVED THE EXISTING EDGED ON 4 &DES AND HAVE A LIGHT BROOM FINISH. MATERIAL OR EQUAL EXTENDING FROM SUBGRAD- TO FiNfSH GRADE, 5, SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 6 INCHES IF MOUNTABLE PFI APPLICATION
C
PAVPM NT SHALI BE CUT E�ACK AND A 5" MONOLITHIC CONCRETE 1 FABRIC TO BE A WOVEN GE07EXTILE (AMOCO 2006) OR APPROVED EQUAL. CURB IS USED DR IF SIDEWALK IS INTENDED AS PORION OF DRIVEWAY.
'i?'H CONSTRUCTED WITH THE NEW GU7E'R '70 PROVIDE
BEN ' SHALL 4, 6" X 6" 10 �GA MESH REQUI]RED FOR COMMERCIAL DRIVEWAYS ONLY, OTHERWISE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4 !NCHES.
SUPPORT UNDER PAVEMENT, 4� COMPACT AND S_'7ERIL1,ZE SUBGRADE,
5. AFTER CONCRETEE HAS CURED, SEAL JOINT, 6, DRAIN BLOCKOUTS IN CURES SHALL BE EXTENDED TO BACK OF SIDEWALK \MTH 30 DIAMETER
SCHEDULE 40 DAN' (A5S OR PVC) PIPE AT 2% SLOPE, CONTRACTION JOINT TO BE PLACED
OVER PIPE,,
AFNIM'do r(I Job No: GA-2013-CO05
NO SCAS AGUSTIN P. NOW"
AWS'M P. DURMS VMr4UF?XW DEPARNEWr - MAINTENENCE ACCESS OR PERMIT SET
VAGINE094 DEPARWMT CURB K1400KOUT D1*1 NO, WIN Mom No, 014111K WARN ay", NO SCALE
NEU, 4�, IMO,SA OLL 500� NO SCALE
lain Io,,,wu WTI 71oklm,msm f"M AGUSTIN R, DUENAS
QITY WKS DWO, NO,
004 S�w,�.,04 wa
c" Of T0w ................ ... ... .. ............ ......................... 8 of zj�,
4
PEDESTRIAN/BIKE PATH
ol
N4 __N T
Z7 _F9R!r2 FOR DRIVEWAYS FAya MIMI 1994 DEPAR 10-1 CONCRUE
I kfAlko lose 166 STANDARD DRIVEWAY
RAW '160TA"It-no - 145 art w rmfw DING,, NO,
MUM Vin
T440,Mom 97241,',� F
R 'offil", , " 4ULY 2001 SIDEWALK
-TIGHT SIDEWALX
W/CURB
FAM �,M�W-M7
C" OF vom 142 oTy, OF vm 120
2 STREET DETAIL CURB KNOCKOUT 4 � �:) TREET DETAIL PEDESTRIAN PATH STREET DETAIL STANDARD DRIVEWAY 8 STREET DETAIL CONCRETE SIDEWALK Om5l
SCALE: N,T�& SCALE: N,T.S. SCALE: N,T.S. SCALE: N,T.S. I
77
AID,5 1,A -5 AO.5 AO,5
PERMIT SET
CRT OF MARD PH PERN7