7175 SW BEVELAND ROAD-2 PROJECT SITE STATISTICS:---------------
-
PROPERTY ADDRESS: 7175 S.W. BEVELAND STREET
I --
T E K EY NOTr- �
TAX MAP AND TAX LOT WC'fM 251, LUT 20(kt. IHANDfC/P ACCESS RAW. PROVIDE DETECTABLiE
VIVAMM Tf*FULL MTN AND DEPTH CW 01 'y 0� Of
SIZE OF PROPERTY 26,711 SQUARE FEET 4APPROX) THE RAMP. &AVACE OF pAMp TO BtcABEMRM,STA L@ 1R BWAANT. RAMP SIOP'E NOT
To EXCEED t vERTL w is HORI2QNTAL. a W;4wwcwuM N" TE.RIMNAT'iON To KFLUSH VWTH ASPHALT PAVING AND SN)FwALI(AT TVP AND gorrTOM PAV
ZONINGLASSIFICATtONi C-P PROFESSIONAL. (:O MMERCUU SLOPE. WYT TO EXCEED 1 VERTICAL IN TO HORIZONTAL SEE EWTAIL MKI AND 7IIDE1kAlif
I2. KMAXK AP PARKNO SPACE NINE(9)FEET WIDE.ADJACCNT TO(4 FOOT WUK WNM,MN)
PREAPPLiCATION CONFE:kENCE EH DL fjN MAY 4, 199$ _ -�� ACCESS AIF,LE WITI4 PAIITED CIi08$-STRIPS,STALL TO SE pAwTED MATH IN7ERP1ATaNAI,
SYMBOL OF ACCESS(WHITE ON A BLUE RACK iROUND). PAINT CURBS GLUE. STRIPPING TO
MEETING WITH NEIGHBORS. INVOLVEMENT TEAM (
9E PAINTED WHITE.TWO(2)INCHES MAGE SLOPE OF PAVING NOT Tor EXCEED 1 �iERTICAL IN
50 HORIZONTAL
HELD ON MAY 23. 1996 W
! 3. HANDK.M PARKMrc)SPACE VAN ACCESSIBLE NINE(9)FEET WIDE,ADJACENT TO AN EIGHT w
SITE DESIGN F2EV11 W Slaid y5-00?.S NOTIG:: OF DECISIOAI: (e)FOOT WIDE ACCESS ALBEIT(i I FEET OVERALL)WITH PAINTED CROSS-STRIPS, STALLTO ft W W a
DRAFT COPY RECEIVED ON D#TED'JAN. 2, 19Q9 C. 14, 1905
I PAINTED WITH INTERNATIONAL SYM80l OF As;CESB(YNHTE ON x BLUE dAC'KGW*IND) =
�
PAINT CURSE BLUE STRO"010 TO K PAINTED WHITE,1WO(2)O CHES OK* SLOPE CW � � ,� ,� �
FINAL DECISION APPROVAL D W
I PAVtPM3 NOT TO EXCEED t VERTICAL.IN 50 HONiVONT•AL
IANlNG CRITERIA: 4. INSTALL SIGN ON WK-O NG OR ON POST-PAWING BY DWV DISABLED PERMIT ONLY. j �
I VIOLATORS SUBJECT TO To-NO4;UNDER ORS a I. 20 AND A FINE UP TO 1470 UNDER ORS ,' _
--- f111 616' CENTERED ON PARKII�KI STALL.THREE(3)FEET ABOVE PAVING 8t1RfACE
MAXIMUM BUILDING HEIGHT(PER CITY OF TIGARD) 45 FEET Exr6 ,;� t9
I 5 CONCRETE SMWALK, FIVE(3)FEET WIDE,TYPICAL. PROVIDE SLIP RESISTANT FIMSH TO cit .4 � d9
(".CRETE. SLOPE NOT TO EXCEED I VERTICAL W 20 H0RjZOKTAI NN C414ECTION OF TRAVEL: 19 �' -4 r (�
BUILDING SETBACKS r.AOSS 3L OPE NOT TO EXCCED 1 VERTICAL IN 50 HORIZONTAL
NORTH 20 FEET �. Cl h �. � d'
EAST 0 FEET 8. CONCRETE SIDEWALK,FLUSH WITH TOP OF FORMED FIVE(5)INCH TALI CONCRETE CURB,
SOUTH 0 FEET I F►VE(5)FEET MADE, TYPK.AL PROVIDE SLIP RESISTANT FINISH TO CONCRETE SLOPE NOT
WEST 0 FEET , TO EXCEED 1 VERTICALIN 20 HORIZONTAL IN DIRECTICN OF TRAVEL. CROSS SLOPE NOT TO
? '-d W-d 5 SPACE •0'-d' 13'-M d -- _d S?ACE� ♦1!'`e'•5r o' XV-0' I EXCEED 1 VERTICAL IN 50 t#ORIZONTAL
s 17 7 PROVIDE WHEEL STOPS.4 INCHES(MINIMUM)TALL,LOCATED THWE(3)FELT BACK FROM t r
MAXIMUM LOT COVERAGE: 85PERCENT FRONT OF STALL 80 THAT PARKED VEHIG.IrS DO NO' ZEOtICE THE CLEAR Y
y I TO LI:SS THAN THREE(3)FEET AT ANY POINT WIDTH
MINIMUM LANDSCAPE AREA. 15PERCENT t
t Q A2 I @_ 2
M FORMED FIVE(5)INCH TALL CONCRETE CURB
LC,T C4VERAl.3E ICALCt�LATit3N8: �' — - _.. ....._.. .. .. _ EXTE RIOR CONCRETE
9 WALL( LANOiN(;AND S'(AMTWAY WTrN METAL fHANORAIL PROVIDE SLIP .• �-� !r— r
AREA PERCENT OF r 1 I RESISTANT FINISH TO CONCRETE ADJUSI NUMBER AND SIZE OF RISERS AS REOW RED TO
r '` TRAg►4 ,
TOTAL SITE AREA SITE AREA ; E 1 ,� - - / 1 I I MATCH SIDEWALK GRAr>£S AT RIGHT Oi-WgY (7 W(,�►1 MA)(!Ml►IW RISE, 11 MMIWW,TREAD). '
I I PROVIDE GRAIN AT LANDING. PROVIDE r1FTECTABIE MNARNMdG IN PAVMK71 AT TOP OF STAJRS. �� t
2t3, 711 SO. FT, 100%
(PRIOR TO R.(3 W DEDICATION)
10. BIKE RACKS(THREE)ON CONCRETE SLAJi
r, J - EACLMG / / I 1 I I I Sl N J
BUILDING AREA(FOC)TPRiN � I I �:
T) 5,497 SO. FT.' 20.5 9h I / It LAMDSCAPE ISLAND. REFER TO LANDSCAPING DRAVNNCIS
h
IMPERVIOUS SURFACES46,0 %
12,2e! SQ. Fy. --�� - ---- - [�,, 1 I 12 TWENTY(20)FOOT WIDE LANDSCAPED BUFFER ADJACENT TO RESIDENTIAL ZONE. REFER'r0
(PARKING, DRIVEWAYS, SIDEWALKS a ''-Io' i '�•1 I I LANDSCAPING DRAWINGS
AND TRASH ENCLOSURE PAD) __._ � I ConPKT � 1� GARBAGf:AND RECYCLING EMCLORURE �
LANDSCAPED AREAS Iq Iq r A2 2 I t, I [� I I ,.tx(B)FOOT TALL BRICK WALL VNTf4 PAIR OF SIX(6)
y , I FOOT WIDE METAL GATES WITH WOOD SIGHT OBSCURMdC3 SLA r5. SEE DETAIL
7,925 SQ. FT. 2+a 796 a w � /
(LANDSCAPED AND IRRIGATED AREAS) 7p •pp ; A` A? -I / 14 LOADING AREA. 0 FEET WIDE X 18 FEET DEEP IDENTIFY AS 10ADW13"1MTN 12 IN04 TALL `O LO
• A ' I 5 4 SPACES 0 W-6* • 54-8 q-o' I P-d I L
W j1 I LETTERING,PAINTED TRAFFIC YELLOW. PROVIDE PAINTED CROSS-STRpS IN STALL,NTH
"� r Q
R.0,W DEDICATION 1,009 SQ. FT. 3.8 % � � I p � (? ��k,
I � 1 STRIPPING TO BE PAINTED TRAFFIC YELLUN,TWO(2)INCHES WIDE. O �
, W ,t 15 PAINTED PARKING SIALL MARKINGS.2 INCH WIDE X 18 FEET(STANDARD ST A:.,� PARR
�!� 1USTRIPS W..1-H TRAFFK;YELLOW PAINT.TUTI,I 28, 714 SQ. FT 100 °6 �� A2 A q 'z 1 X4, i3 A? y Y II I 1
WET SITE AREA AFTER R.O.W. DEDICATION: 25, 705 50. FT. 96.2 g6 - A2 8 AIMTIED PARKING STALL MARKINGS, INCH WIDE X 15 FEE (COMPACT SIAL ) PAINT - -
_. _- -_--._-. I�' - I I 1 STRIPS WITH TRAFFIC YELLOW PAINT T C L Ir- - •/c` '
�' 1� I
------------------
IFI
r4L&r"3.TdEF 17 PAINTi 1)DIRECTIONAL ARROWS AT DRIVEWAY ENTRANCE.
16 NEW CONCRETE DRIVEWAY APRONREFER TO CIVIL ENGINEERING oRAwiNGS
ExTc; PANp t }? E I "�W 19 ASPHALT _.CONCRETE PAVING REFER TO CIVIL ENGINEERING DRAWINGSID
( ET)IN EXISTING SO FOOT WIDE DBL 7 1 I 20 PROPOSED V2 STREET IMPROVEMENTS SW BEVELANO ETRE� R.p.W.TO INCLUDE 17 FOOT PAVING WIDTH(FROM CENTERLINE OF R.O.W.),CURS.GUTTER1 CRt�591NGS A� ANO 5 FUOT WIDi SIDEWALK REFER TO CIVIL ENGINEFNtING OfIAWINGSAD TfP21 PROPOSED 1R STREET IMPROVEMENTS(SW 72nd AVENUE)INCLUDE FIVE(6)FOOT R.O W. ijDEDICATION FOR'ULTI MATE 60 FOOT W"R.O.W (30 FEET FROM CN:NTERLMNE)ANDOFF ` IINCLUDES 22 FOOT PAVING WIDTH(FROM CENTERLINE OF R.O.W. .CURB,GUTTER AND 5ICE BUILDINCFOOT WIDE SIDEWALK. R'_FER TO CIVIL ENGINEERING DPJWVINGB.1AIN F R.�^ L 231 -E�SIM AROUNDSUBFLR 231'-4 1/2' 1 4LEGEND
S3 A2 A2 _ � � � � I � _ W •�I
. I
V.d IL+' �' 24' d v;' 3 4
q? A? �, . -- - EKISTING EDGE 01 PAVEMENT
F -- -----(W-7 In' S3 pr '' I w
MECH. ROOM
_ Q
'�. "D05ED S �� SLAB ELEV. 220'-� I/2" PPOP()SED FIRE HYDRANT -J
A—?'7- 1 r1Ax ) a I - i
``•• ~�"±.� ~ WON �j `' �`� CURS
c;UARDRAIL AB(YE
�� '�'''_.. •�.. NULL RE7UPN 10 ti �p h I i k)W
o Ir45'aI' _ BUILDING �� /•a•� 1 ,c r I Q
v 475 AO ., ..�.. ._—�.. N.�....L.. /�' J I I — — RIGHT OF WAY Q
44%A ✓ 1
L . I `'_`� �—^, ..— ��f'�HIVR y W/1LK' 5q •� 1 FxI;TINI- RETAININC, WALL 0
PROM-AD CURB ��/RAhIPPER t`, "---•-- ----- PFpPERTY SNF —
CITY 5TM
SEE CIVIL
' - -- - -
IN'�.TALL a" Pt/C SLEEVES UNDER � W
A Mj11�0' --- - f3NG ORitW'G `� _.�__. _ --- - -- _ _— AC PAVING AND wA;.h:S FOR FUTURE � LL
_ R 00 _-
T gOSL \ EpF `" __ ___-� I '____ ------ - ----- IRRI(;ATION �
l
L • 1.7q Iq PRUKRTT LINE �TIOIIAI RUN
DEDKATON OF A _— L(1P W
NOP -- - __ .. __ __ CENtEP Rnw.--- -. __..._.._..._.. _._.._ —
_ W oROPERtI LINE AFTER -- — _. .�.__ _ _.•_ __ . -- -- — — EXTERIOR LIGHTING �V�_ Z .Q
j�`✓ j j� -- ArOTCNAL ROW DEDICAtu)N '�)/- /~�"'
EoP 1} WALL MOUNTED BUILDING LIGHT �
EDP Kr SEE LIGHTING %WEDULE SWT a Alt) LO
—�
Fix I UPE '�I"rlewIt- ✓� ��
Row m� v
W
._
CITY
�4
Approved.. .............. . rl�AFio Z Z
....... .............................,;. i-v -
00" Lu
CondltloPaiiy ..Fir only tho w06k d scribed In:PERMIT NO.See tetter to:Follow............................ ..,...Atteoh.............. .....................,Job Acklrsss- _ 1 1: _ Q[�� � W w _...,lJ"J
73
0Cn (7) /� PLAN
73
'.1 (•I v (r s 201yv0 W IRJ
SITE ADDRESS : 7175 5N BEVELAND STREET: NOTE: `� C
1. LOT 4, BEVELAND : TAX MAP 25I IAB 4 TAX LOT 2000 REFER TO CIVIL. ENGINEERING 51TE PLAN 15 BA5ELD UPON A 13OUNDRY SURVEY AND �'
_j �n
. .
< ` LOCATED IN SECTION 1, T2 5, RI N1 . N.M. UTILITY
NFO AND FIN15 ED GRADING IMPROVEMENTS,5 FOR Row NOT DATED. INFORMATION OGRAPHIC 5uRVET NORTHWEST CIVIL AUGUST 7t.hS, INC
/ WAS RECEIVED ON AUGUST 7th IggS
� FR(�I`1 OWNER
°� CITY OF TIGARD WASHINGTON COUNTY, OREGON DINEN51ON5 TO BUILDING FOOTPRINT +`
ARE TO FACE OF FOUNDATION WALL
� +s 7t75SwEeveland /BRICK VENEER
L SIT 96-0033 —�
1 of 8
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IF THIS NOTICE APPEARS CLEARER THAN THF, OCT 51998
FX)CUMENT, T'IfE DOCOMENT IS OF MARGINAL QI)AIATV. NJ 1('110141LNI , D
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AREA A I i '1 W H6 \�I . ` I
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CREATE DETECTABLE -.-- --�- 1 ._..._ •. � -
wARNwG AT aArn� tMLY MAL --- � I 8' lAaG,uht.Ks
° IN +;RE5W COW. U5NG , _. r
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r ?!/i 9-II FLATTENED _ - p ------•�" �r �b" � rl .�!`. ._.._
r \ WALKWAY LANDSWE - �� � ( A.
• C`. n ,' O C� - •ap f r �• NAND RAIL • r ' V. I�. I I� Y _"H I H LA H til Hen
p,,,,� RF TYP. �� KIN �R
STRIPING PLArrrER a q o- r!!1 I c I I I III( i II SII I '•
1� `TC7F�IZ. "e -
G, IIN CONI. -
T��� -`t _- 117 d STAIRSiD
COMPACT _� - _. .'] •• 1'l KA-Ag
PARICitY LOT srRrPING r, _ - w_� 11 =(B"2
A!`y 'yj �+ ,
,oM rwr� rILu_ w vi'!�L I P Wf3"1_;r F I 1_4
al MIN �
Jl l li l ill or-1 ( ( Al � �'G'. PO 0 MAIN �.1-- - -�( �I# •D(�'- ,�,(
INrERNATICINALLJY. sAMaL of ,ecr p, Av�� { �N � . .J
ON BLUE
PAINTED WHITE N r B5NT
�VV I DOER "� '- " L-II
ON BU1E P�J�CXLRAJ�ID /L.�.(� C /-� Li(/✓ " 11f a '� `)
el
-^...._.._ AC PAVING RAMP BJP TO
COW. WALK • 1-50 (MAX.) I i1 NuM�.� I U P .,
-- on
_
- ---- _ _
,\ . r � -, -�`- ,• .k�l��-- •� MIN•��►k tiC�-C'1"C3f�'+�_ '
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Esc: ✓!►. - Is�J. :�`
so 5 I I�� t�
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BLUE -�---
•.
BACKGROUND \ 4��� � ( I car G� (�►
WN►TE .h1.I =�C tL1� l�� • l� ` _ C� .
-' SLOPE AT PAYING 5WAI,l - + 1 I - -�/ .>V-
( NOT EXCEED 1.50 C.- .,
4 CP eLO
Irl - �9 4< `�C k r�J o _ j It < rTl _
11 ��I �•..l
5 -'°� - _--- - — � I U r✓ Ili I �� r�i�i
rn
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INTERNAT
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ACCESSIBILITY. PAINTED
OF L--- 15 I - I or°` i` II� c:2,° ��n ` c �tJ . G1,1fes•
AC.CESSIDlLIT7. PAINTED WFdITE ,• �•,\�
ON BLUE BACKGROUND
H-AN121CAPSYMBOL � HA\NDICAP STA�L � �Ef IvA2) ! I CAS I N Rte. Cu F�
N.T•5
to - - - -� �•c. C a `rirr.. I _e-
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ec'M4 lei EX 0;7 ION12:E,
DUMPSTER (N•I,C.)
PROVIDED BY ?� 0. 9'_0. - - -- RA^IL(X/: BRICK Z
ell, GARBAGE 1aAULER __- ----_-_.._,._ �{' �( CAP W/ STD. ECC7N.
IO' X 10' MIN. _ I I z w BRICK J� �.1,.1
b `'` CLEAR CONC. -- - w r_ G -
AREA S' STRUCTIIRAL CLAY BRICK Z
M G CELLS SOLID WING.
Y LLQ/ -
� 18 ---- ------- \ \ /� T / �� � � - - PSI GROUT • REINFORCING. �r� -• •-tyy-' q �..,
Us
w REIWORCE WALL W/1A ♦ 24' _ _ -�"'e-'C�� I`� C� FTZ• -1 >
4 I/?' Cl/P8�-/ � Oc;. VERT. t tu! • ?4' 4�F?IZ. -- it � -
WALL • // DUM TER\� � -T NOTES _ ` -
-
BASE ASOW"OTU ��� ` AR+ / \ y z INDO�WELS i'r oc W/ I 24' F?� •.Y.�r•1-�-' f``' UJ
24,
\ \ ---F4 112' 0 _113 DOWEL • 24' a_J 36' o -
I� u
i'-0' TALL _ 73
S� \\ '� �" / CJI.St IN PLACE E �•:•O C� •
BRiCK - RECYCLING /� PERIMETER CURB t
/ WALL AREA / 4' CONC. 51_AB W/ R� .
•! — RMAR * 24, OC. EA. WAYOVER A' CMPACTED
—f $• C'S` I {�`��•jC'� � � < .°.�,
MSE ui
3/4' HMES _ r
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IN AC, PAVING ,,d Q- o • ._�_---- -_---d • • __ _ •"� •
• EA. DR, r0
N01_D DRS. IN ) - ;
PAIR G'-0' WIDE CHAIN \ —_.._-___-.__- ` T-NICKEN 91..AlB EDGE TO � • • • •
OPEN POSITION LiNK VINYL GOAT ED(BLACK AC PAVING RAMP LIP �LZ` 10' DEEP 12' WIDE W/EAST Nom I -----____ ----- OATFS W/ WOOD SI`"T TO CO+•+�. SLAB AS (2) " 9ARS CONT.
'T OBSCURING SLATS NEEDED
rlz;I� TRASHELEVATION � TRA " H ENCLOSURE �� TRASH SECTION (Fq-'� bc:�)L L ,� K [D
01 717',SW Bevelanc I/V" -A- 1/2'- 0'
1 i_0"
SIT 96-0033
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206
IF THIS NOTICE APPEARS CLEARER THAN THF OCT 51999
DOCUMF,NT,THE DOCUMFNT IS OF MARGINAL QUALITY' N11CIIJ141LMED
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EXCAVA'iE TWICE 2 2%2X8' DOUGLAS FIR STAKES.
DIAMETER OF ROOTBALL, TREATED WITH 2 !'OAT'S OF P
"WDODUFE" OR OLYMPIC STAIN, i
PDSITIO : CROWN OF I
PLANT 1" ABOVE DARK BROWN OR EQUAL DRIVE
GRADE.__ • 2' INTO UNDISTURBED SOIL AND PLANT LEGEND �
'�
SPACE 120 DEGREES. EXCAVATE TWICE DIAMETER KEY UIr SIZE BOTANICAL NAPE COYYGN NAYS
A5 SPECIFIED. b� I
-��
BARK MULCH. OFRDOTBALL. POSITION ROOT CROWN 1" ABOVE FINISH GRADE. ACE CIFL 1 8 to AGER CIRCINATUM VINE MAPLE
\�• _ __�_ _ ._ _. _
PLANT SALM. - \� • � /12 GALVAN1110 WOE WITH — - A! E RUO ARM IP 3-CAL AGER RUBRUM -ARMSTRONG ARMSTRONG MAPLE
REINFOR-�� - -'FD RlJBBER HoSE..._/ _$"_BARK MULCH AS SPECIFIED. ACE RUB RS a 3'CAL AGER RUBRUM'RED SUNSET- RED SUNSET MAPLE
BACKFILL MIXTURE. PIR CAL 5 TCAL PrHUS CALLERVA14A "CHANTICLEER' FI.OWERING PEAR s�
�� '•
--^-- MU PW 6 S10THUJA PIICATA gEpCfDAR ILL73" MOUND OF COMPACTED -` TREE WRAP, SECURE TOP r y
AND BOTTOM WITH 2 S(RAND$
BACKFILL MDL- - - OF PLASTIC BANDING.
_ AH9 STRAWBERRY TREE
UNE 1 5 GAL ARBUTUS UNEDO "COMPACTA' `
AUC JAP ? 5 GAL AUCUBA JAPONICA VARIEGATED AUCUSA
SHRUB PLANTING DETAIL _ _ __ ALA HIN 23 2 GAL AZALEA 'HIND CRIMSON" HNO CRIMSON AZALEA ,�
N :' S
BER THU tT 3 GAL BERSERIS THUN ATRO 'NANA' PYGMY BARBERRY W N
RCEO RUBBFN
-,fM0VE TOP THIRD OF BURLAP IMIN.) COR STO 19 1 GAL CORNUS STOLONIFERA 'BAILEVI• RED TWIG DDGV6XTO z N
HOSE EXCAVATE TWICE DIAMETER ��_ CKF¢L SQA- MIX AS SPECIFIED ILE CRE 1 3 S GAI q v
HOSE I '��� P-AL ILEX CRENATA CONVEXA JAPANESE HOLLY
•12 GALVANIZED WIRE, OF ROOTBALL. POSITION ROOT �`Q Mf N. —WDM CT€DSACKFRI. MIX. JUN CHI 5 'S UAL JUNIPEROUS L iINENSIS 'T,-RULOSA• HOLLYWOOD JUMPER v/
q14
2 STRANDS,.TWISTEO104h.. ROWN 1" ABOVE FINISH GRADE. TREE STAKING DETAg JUN SCO &/ 2 3' {' JUNIPERUS SCOPULORUM'BLUE HEAVEN" 13LUE HEAVEN JUNIPER pg ( I
O�
MAH AQUI 29 1 GAL MAHONIA AWIFOLWM 'MAVHAN' OREGON GRAPE LL
/ d51 ISL 2" BARK MULCH AS SPECIFIED. PIE FLO 2 If"-24' PIERIS FLORIBUNDA 'FOREST FLAME' MOUNTAIN PIEPoW
R
TEMPORARY WATER BASIN 2" DEEP OS Z w
PRU LAU OL r 5 GAL PRUNUS LAU14 'OTTO LUYKEN- LAUREL O¢ GI
PRU LAU Z T 5 GAL PRUNUS LAUR "ZAGELIANA' ZABEL LAUREL III(•O11
MINIMUM 2X2X30" SAA HUM 3 2 GAL SARCOCOCCA HUMILIS LOW SARCOCOCCA w
TREATED FIR STAKE 131 SNI JAP S 5 GAL SKIMMIA JAPONICA SKIMMIA 2
EVERGREEN HUCKLEBERRr
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91T 96-0033
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IF THIS NOTICE APPEARS CLEARER THAN THE OCT 51998
DOCUMENT,THE DOCUMENT IS OF MARGINAL QUALITY. MICROFILMED
SD MI j AM MC14!I! ! !�!�!�!�!�!�! ! ijij!�!�!�!�Ijl I�Ijljiiljlll I Iff�?jl�ljl�l I I�I�I�III�I�I I Ijifljl�ljlll ! I�Iflflllfljl 1 I�IjI�IIIjIjIjllllilljlllfl�lfl !�!�!�I�I�I�Ij
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(I
. NERAL NOTES W n
t. THE CITY'S STANDARD SPECIFICATIONS FOR TRAFFIC CONTROL IS "MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS", U.S. DEPT. OF TRANSPOR IATION, F.H.A., 1988 ED.
2. TRAFFIC CONTROL SNAIL BE PROVIDED FOR BY THE CONTRACTOR IN ACCORDANCE WITH A CITY J
LTJ
(JOB SPECIFIC) AMOVED TRAFFIC CONTROL. PLAN. A COF Y OF THE APPROVED CRAFFIC CONTROL --
PLAN %AL.L BE AVAN.ABLE AT THE. WORK AREA.
3. PUBLIC ROADWAY SHALL NOT BE CL_)SED TO TRAFFIC, AT ANY TIME, WITHOUT HAVING FIRST rte-
OBTAINED *'RI i TE N APPROVAL FROM Tei, CITY ENGNEER. THE PERMIT HOLDER IS RESPONSIBLE FOR DEVELOPER w
PROVISION OF TIMELY NOVICATION OF IRAFifIC FLOW DISRUPTIONS TO AREA WIDE EMERGENCY W
SERVICES (TIGARD P(►LJCE DEPT., TUALATIN FIRE do RESCUE) AND TO TRI-MET AND TIGARD SCHI"
DIS TRIC T.
4. ADVANCE WARNING OF IMMINENT TRAFFIC DISRUPTION SHALL BE PROVIDED TO THE GENERAL SHAW DEVELOPMENT
MOTORING PUBLIC BY PLACEMENT OF AN ADVANCE NOTIFICATION SIGN AT EACH END OF THE F
CONSTRUCTION AREA 72 HOURS (MIN.) BEFORE INITIATION OF CONSTRUCTION WORK. 14780C� OSPREY DR., 2.35
5. AC=S TO EXNSFING PROPERTIES SHA' BE MAINTAINED 0 ALL TIMES, INCLUDING NORMALJSUIT
DELLA" SERWC,E AND MAIL SERVICE ANO IF NOT, SHALL BE CAUSE FOR WORK STOPPAGE UNTIL
EFFECTIVE ACCESS IS E:,TABUSHE D �''�,
BEA VAER""N OR 97007
6. TRAFnC CONVOL DEVICES. FLAG PERSONS, CTC., SHALL BE IN PLACE PRIOR TO INIrATION OF � 9
I CONSTkUCTION WORKAND Si!.AL! !;f EFFECTIVELY MAINTAINED. SW N ---
PH.7. NO WORK Wil L BE PERMW'ED DURING THE HOURS OF DARKNESS, NOR BETWEEN 9:04 P.M. TO (50%3) J
O
7:00 A.M , MONDAY THROUGH FRIDAY NOR BETWEEN 9:00 P.M TO 6: 00 A.M. SATURDAY, NOR .. SW CLI (� ♦ VJ
BETWEEN 9:00 P.M. TO 4. OO ,4 M. SUNDAY. FAX: (503) 579-780�
19. THE CITY RESERVES EHE RIGHT TO ADD TO OR MODIFY TRAFnC CONTROL. REQUIREMENTS AS <
MAY BE NECESSARY 10 EFFECTIVELY CONTROL TRAFFIC AND TO ASSURE PUBLIC SAFETY. ,A'
9. BEFORE INITIATING ANY CONSTRUCTION ACTIVITY, THE PERMIT HOLDER SHALL CONDgCT THE CITY'S
PRIVATE DEVELOPMEN r REVIEW ENGINEER, (/ 639-4171) TO ESTASUS74 A PLACE, TIME AND DATE 4 SW ELMtri;RST
FOR A PRE CONSTRUCTION MEETING,
10. THE PERMIT HOLDER OR HI` CONTRACTOR SHALL NOTIFY THE' CITY'S INSPECTOR AT 639-4171 HE"Mp s r�
TWENTY-FOUR (24) HOURS PRIOR 10 COMMLNCING WORK, TWENTY-FOUR (24) HOURS PRIOR TO c w
y �
ANY S rAGED NSPECTION AND AFTLR COMPLETING WORK COVERED BY THE PERMIT. p J ��-
11. A COPi OF THE PERMIT .AND ALL ATTACHMENTS, AND A COPY OF THE APPROVED CONSTRUCTION
PLAN AND ALL AMENDMENTS SHALL BE AVAILABLE AT THE WORK AREA. ..LL WORK SHALL CONFORM ti ENGINEER
SUR
t� /����•
10 THE PERMIT TENM'., C ONDI TION S AND PROVISIONS AND TO THE CITY APPROVED PERMIT PLANS, v Q
AND APPROVED FLAN AMENCMENTS TF
AND TO 'E CITY'S STANDARDS AND SPECIFICATIONS AND TO k j P7)ty - ' -` ------- -- -
THESE GENERAL CONDIT14NS. CHANGES TO ANY OF- THE AFORESAID MUST BE APPROVED BY THE I.,p `- rT-1 1
CITY, IN ADVANCE_ Of WORK PERFORMANCE. 4!1
12. IT HOLDfR OF IHR WORK AREA AND APPROACH ROADS L THE RESPONSIBILITY C THE NORTHWEST CIVIL �,('���r �L-�-���-5 1� J�• � >
PE ?MIT HOLOf.F< THE: WORK AREA AND APPROACH ROADS SHALL BE MAINTAINED AN A CLEAN V , I a
CONDITION, FREE FROM OBSTRUCTIONS AND HAZARDS. A COPY OF THE PERMIT HOLDERS CERTIFICATE y
OF INSURANCE SHALL BE AVAILABLE AT' THE WORK AREA. 1,5 SE 82nd. DR,V�' Si ITE �0�
13. THE SPREADING OF MUD OR DEBRIS OR STORAGE OF MATERIALS OR EQUIPMENT OF ANY KIND � v
GLADSTONE, OR 97027 �
UPON ANY PUBLIC ROAPWA f IS TRICTLY PROHIBITED AND VIOLATION SHAD, CAUSE FOR IMMEDIATE •
t:ANCELL.ATI�Mt OF THE PERMIT. THE CITY MAY AT ANY TIME ORDER IMMEDIATE CLEANUP AND
STOPPAGE OF WORK TO ACCOMPLISH CLEAN UP :1
(503) 657-9778"14- EFFECTIVE ERdSION CONTROL IS REQUIRED. EROSION CONTROL. DEVICES MUS( 8E INSTALLEDPH. a
AND MAINTAINED MEETING THE D.E.Q. REQUIREMENTS. THE CITY MAY AT ANY TIME ORDEP w a
CORRECINE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EROSION CONTROL, FA
�� (503 \ 657600815. PROPERTY DINTHSTURBED BY CONSTRUCTION ACTIVITY SHALL BE SEEL) TH A STANDARD GRASS J
MIX; SHRUBS, -LOWERS. BARK DUST, EXISTING SIGNS, PAVEMENT MARKINGS, MAILBOXES, ETC. SHALL
BE REESTABLISHED, REINSTALLED OR REPLACED, WITH LIKE KIND MATERIAL.
O Ga
16. EFFECT)VE DRAINAGE CONTROL IS REQUIRED. DRAINAGE SHALL dE CONTROLLED WITHIN THE
WCIRK SITE AND SHALL BE SO ROUTED THAT ADJACENT PRIVATE PROPERTY, PUBLIC PROPERTY VICINITY MAP '! x
AND THE RECEIVING SYSTEM IS NOT ADVERSELY IMPACTED. THE CITY MAY AT ANY TIME ORDER
CORRECTIVE ACTION AND STOPPAGE OF WORK TO ACCOMPLISH EFFECTIVE DRAINAGE CONTROL ���
CHNICAL ENGINEER•
17. EXCAVATORS) MUST COMPLY MATH O.R.S. 757.541 THROUGH 757.571; EXCAVATORS) SHALL
NOTIFY ALL UTILITY COMPANIES FOR UNE LOCATIONS 72 HOURS (MIN.) PRIOR TO START OF WORK. a �
DAMAGE TO UTILITIES SHALL BE CORRECTED AT THE PERMIT HOLDERS EXPENSE. U
18. CONTRACTOR MUST VCRIFY ALL EXISTING UTILITIES FOR BOTH VERTIf:L ELEVATION AND
HORIZONTAL LOCATION PRIOR TO START 4f WORK (POTHOLE BEFORE DIcaNG IF NEGESSAR'O. RED100,11110 AND , z �-
SHOULD CONFLICTS ARISE AND REDESIGN OR RELOCATION OF FACILITIES BE Nr CFGSARY, IT 9-:ALLx
BE DONE AT THE PERMIT HOLDERS EXPENSE CHANGES MUST aC APPROVED Ei Y THE CITY IN I
ADVANCE: OF WORK PERFORMANCE. CONTRACTOR SHALL COORDINATE THE WORK WITH AFFECTED P.O. BOX
301545 ` I
UTILITYACEN('tES. Eco
_ �
19. A TEMPORARY HARD-SURFACE PATCH (COLD MIX A.C. OR HOT MIX BASE PAVING) SHALL BE PORTLAND, OR
97230 z
PLACED ON TRENCHES WITHIN ROACKIAYS AT THE END OF EACH DAYS WORK. NO TRENCH, ON S.TF
OR OFF-SITE, SHALL BE LEFT AT ANY TIME ;N AN UNSAFE CONDITION THF I'I:_RMIT HOLDER IS
RESPONSIBLE FOR AND IS LIABLE FOR HAZARDS OR DAMAGE RESULTING FROM THE PROSECUTION OFG
PH.: (503) QTHE WORK 252-6882
20. WORK PROVIDED FOR UNDER TMC PERMIT SHALL INCLUVE ,PEPAIR OF EXISTING FACILITIESX� FAX: CJ03) ���-'�L 1� tD(ROADS, DITCHES, ETC.) AS MAY BE NECESSARY, IN THE CITY INSPECTORS OPINION, TO OVERCOME " ����: I
DE rERIORA riUN OR DAMAGE WHICH OCCURRED IN CONJUNCTION WITH THE WORK AUTHORIZED BY THE - --- - G
PERMIT CORRECTIVE WORK SHALL BE DONE AT THE PERMIT HOLDERS EXPENSE.
21. ONE AS-BI!!;.i MYLAR DRAWING SHOWING ALL NEW PUBLIC IMPROVEMENTS, INCLUDING ANY 1 . COVER SHEET ch
REVISION MADE TO THE PREVIOUSLY APPROVED CONSTRUCTION PLANS AND, ALSO, ANY IMPROVEMENT 2. EXISTING SITE TOPOGRAPHY PLAN z O
WHICH MAY IMPACT AN EXISTING NUBUC SYSTEM OR FACILITY, SHALL BE PROVIDED TU THE CITY E!Y 3. PUBLIC IMPROVEMENTS AT SW 72nd AVE � O o ;�
A REGISTERED CIVI;. ENGINEER ALONG WITH AN ENGINE CERTIFICATION OF INSTALLATION COMPLIANCE:. AND SW BEvELANO STREET > 7
i2. A SEWER SYSTEJ A:R--TEST AND (V.H.S.) T.N �;:ST REPORT AND ONE SET OF BLUELINE
"AS-BUILTS" (OF EITHER OR BOTH THE STORM AND SANITARY SYSTEMS) MAY BE REDUIRFD BY THE 4. PROPOSED GRADING, STORM, SANITARY ANDQ � �+ a
CITY FOR REVIEW AND APPROVAL PRIOR TO CONNECTION OF ANY BUILDINGS TO THE SEWER SYSTEM. WATER LINE PLAN ARCHITECT � 0 t-
�
23. THE PERMIT HOLDERS ENGINEER /INSPECTOR SHALL SUBMIT DAILY INSPECTION REPORTS, ON A5. EROSION CONTROL PIAN oD r
WEEKLY BASIS, TO T{E CITY'S INSPECTOR.
24. THE CITY'S INSPECTORS MAY, A' �'HEIR DISCRETION. REQUIRE PROVISION OF TESTS AND 0K 6. DETAIL SHEET ARITET ao dARGO
REPORTS FROM THE PERMIT HOLDER, PERMIT HOLDERS ENGINEER OR CONTRACTOR TO VALIDATE W � co
j CLAIMS OF MATERIAL OR CONSTRUCTION ADEOUACY / COMPLIANCE SUCH TESTS / REPORTS SHALL � �
BE PROVIDED AT THE PERMIT HOLDERS EXPENSE. 16325 �� �OO�E� ����� ROAD,I. THE PERMIT HOLDER SHALL PROVIDE A COPY Of~ A PROPERLY EXECUTED RELEASE AND WAIVER
DOCUMENT TO THE CITY FOR EACH OWNERSHIP DISTURBED BY CONSTRUCTION ACTIVITY, AS EVIDENCE Z
Of DISTURBANCE RESOLUTION AND OWNER SATISFACTION.
SMITE 201
26. EXISTING MONUMENTS, PROPERTY CORNERS, AND SURVEY MARKERS SHALL BE PROTECTED. x
REPLACEMENT SHALL BE AT THE PERMIT HOLDERS EXPENSE,
LAKEOSWEGO, Oil 97035 �
27. THE: ENGINEER SHALL NOTIFY THE WASHINGTON COUNTY SURVEYOR WHEN THE INITIAL AND
FINAL LIFT Of ASPHALT HAVE BEEN PLACED. � PH.:
(503) 636�075�28. THE PERMIT HOLDER SHALL PROVIDE TO THE CITY INSPECTOR, IN WRITING THE. NAMES AND 24
HOUR EMERGENCY TELEPHONE NUMBER OF TWO (2) PERSONS WHO HAVE AUTHORITY TO RESOLVE
PROBLEMS. TAKE CORRECTIVE ACTION AND, IN GENERAL, WILL BE RESPONSIBLE IN CASE OF ANY FAX: (503) 0 ) 636_0755 _
EMERGENCY. THE PERMIT HOLDER SHALL NOTIFY THE CITY INSPECTOR, IN WRITING, OF ANY / ALL JOB NO J �5- 12.E -
ASSIGNMENT CHANGES.
29 THE PERMIT HOLDER SHALL CAUSE HIS CONTRACTOR TO PROVIDE TO THE CITI INSPECTCT, IN DWG NO : -!^
WRITING, THE NAME AND 24 HOUR EMERGENCY TELEPHONE NUMBER OF A DESIGNATED "COMPETENT
I PERSON" RESPONSIBLE FOR CONSTRUCTION SAFETY AS PER OR-OSHA, CHAP. 431, DIV. 3 CONSTRIJi TION, DATE 03/1996
SUBDIVISION P--EXCAVATIONS. THE CONTRACTOR SHALL NOTIFY THE CITY INSPELTOR OF ANY / ALL ---
'- ASSIGNMENT CHANGES, SCALE: AS SHOWN
30. IT IS THE SOLE RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE FOR PROPER
RIGHT- OF--BLQH MMK, DRAWN BY: $$
ENTRY AND / OR EASEMENTS PRIOR TO STARTING WORK. PROOF OF RIGHT-OF-ENTRY OR PROPERLY
" EXECUTED EASEMENTS, SHALL BE PROVIDED TO THE CITY. THE CITY SHALL IN NO WAY BE CONSTRUED INDEX NO. 167, E!FVAT:ON 221 .$4, AGENCY CITY OF' TIGARD CHECKED BY., DDS/DR-
DS D$-
TO BE LIABLE FOR THE PERMIT HOLDERS FAILURE TO OBTAIN OR PRCVIDF FOR PROOF OF RIGHT-Or - DESCRIPTION:
f
'.-N TRY OR EASEMENTS, BRASS DISC IN THE WEST CURB OF S.W. 72NO AVE. AT THE WESTERLY � SHEET
r ' l4
- 31. BEFORE PLACEMENT OF THE FINAL LIFT OF ASPHALT, THE PERMIT HOLDER SHALL CLEAN At\D EXTENSION OF TNS: NOR7N CUkB LINE OF S.W. HAMPTCiV �tP,El::t.
NAVE THE CITY COMPLETE A PRE-- ACCEPTANCE VIDEO INSPECTION OF ALI NEW SEWER LINES. THE
I 1
I I PERM :' HOLDFR SHALL PROVIDE THE CITY WITH 3d DAY; OF N0110E FOR THE VIDEO INSPECTION.
1 AN r DEFICIENCIES SHALT. BE REPAIRED BEFORE PLACEMENT OF FINAL LIFT. /
l
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