Plans 12021— OoiO2
►QLflL1 SIN LAAcJi6cr.
RECEIVED
PAR 4 '20?1
CITY OF TIGARD
Erosion Control: BUILDING DIVISION
Silt Fencing
Straw mulch on exposed
soil&ravel construction
driveway Construction
Debris pile Stock pile
- . - - • - - D I1 -
r _
lam _ = — � UCYGT = J — 1
' ifi
; �FIAPLE ' 2�Qr ''
�I • Pu
1 r
1►'Ial.lor
Zyt) DRIVEWAY _.r __
N am`C (--4bi'
! 422SF , L"
x 11'-3 " a
I)2" r ENTRY 7 '4...e
�//i��/ � /
$• /' /
LOT 17 GARAGE ;,/ 1 ,v
col
69�@ /�/ ' . ° /.
• SF � /,, // I x ;' 4. w
/ ' // AIN FLOOR Is94 5Q FT /,/ /� / /11 p'� _
I /
� /////'/ RFLOO[- Tb�SQ FT //// // ///// J 7.,•/ —
//�//� OTAL 243190 PT /
//// / $2 $d FT // //�/ , t`1
;/i //' Zt r. t
// ';� ///7�////%//l/// ;// //'/ f/;
dom reiebET 2• (NI 'I/
P1AP.E MAPLE ,
aU .-'"\.— y4
II
60.6'
SITEPLAN
__(------)
SGALE : 1"=20'
CITY OF TIGARD
�� Approved by Planning
-SIEGFNp PLAN Date: 3 23 ZI.
Initials: Pn—
a. 2,\ Iri77:%&XL''`'
,;,
t J� _` I M•A
ig=ig TWIMA T
! ,, „7,r Ya•,6,,,,, TOTAL IMPERVIOUS = 2640 S.F. X .06
�Mla •„ -% ;m„ F�� = 160 S.F. REQ. FOR LIDA BOX. 160
;m2 wm—i•�,vmn
� = — S.F. PROVIDED
P.N I1 - LOT AREA 6998 SF
"—. '"" BUILDING COVERAGE
,rou,.. F a�, �.e,..r,e.e,I"
MOMLDw mMLErM nor To 6YL@O mTTOM OF FJIIDIIG TV. 2,2q3 SF
SETBACKS:
CO
ACKS_ �/'�
•eLwmvnwirorertu•€m«os«rronemn•ceexr SRONT = 2D' % OF VERAGE 41 •%
iow mn oam mor ro Face®•r nxsw
STREET SIDE='S'
0 LIDA BOX DETAIL/STRUCTURAL SIDE = 5'REAR = 15' DRIVEWAY AREA 422 SF
PLAN NAME, SURTS LANDING Westwood Homes LLC
2451 10474 51^1 PENNY LN
12118 NW Blackhawk Drive
DRAIIN: E-DRAFTINCC TIGARD, OR q?223 Portland OR 97229
PLOT: 3/I6/21 LOT 17 phone 503-352-5363 fax 503-352-5914
SCALE:1 20'—O"
rnrzczL+' i-.:137:GCOC oo
BAcKFiLL NOTE: CONSTRUCTION NOTES: Cl)
PIPES UNDER PAVED SURFACES REWIRE GRANULAR Ct
BACKFlLL FOR PIPES OUTSIDE PAVEMENT, NATIVE SANITARY LATERAL TABLE to-SS MH TO BE POURED OVER EXISTING LINE. CITY OF
BACKFlLL IS PERMITTED, UNLESS OTHERWISE NOTED. TIGARD MAY REQUIRE VIDEO INSPECTION 20' EACH SIDE W I
tm DOWNSTREAM DISTANCE LATERAL ur IATERAL MATERIAL LATERAL 1Ee LATERAL IF LATERAL LITERAL DEPTH OF NEW MH FOR REVIEW AND ACCEPTANCE.
MH IDMH) FROM DMA LENGTH SIZE MAINLINE A PLUG SLOPE •PLUG
UNLESS OTHERWISE NOTED, ALL LATERALS ARE 16 ss MH'4f 7E 2430LF 4• ASTAI D 3034 PVC "' 15711x�1"'-159 1Ss �`77 o-EXTEND EXISTING 12" CONCRETE CULVERT AS L A
TO BE 4" PVC WITH A MINIMUM SLOPE OF 2%. 1 SSMH.K 14.60LF 4' ASTM D3034 PVC '' 0-95- '3 NECESSARY. ♦�11�3 @
LATERAL CONNECTIONS TO MAIN SEWER LINE �4357 5... 577„ S.SE 35 y
16 SS M1Mf t0 2430 LF 4• ASTM D 3034 P'C 151 AP "54U F+65s L SR C • a
TO BE MADE WITH IN-LINE TEES. yayy� H_.4 Z TED
ll 85MNA3 2221i' 14.50 LF P ASTMD3D34 PC 15111 _{)555. R41Z '45 1„ cd
1B SS MH Al 15284' 14S0 LF 4• AOTMD 3034 PVC W15f1I "`157 A�.i1Z 4,B 5R Eil LE.3 W r
THE CONTRACTOR SHALL FIELD ■ 1111
s
VERIFYETHE SIZE, LOCATION D B
DEPTH OF EXISTING UTILITIES oP
PRIOR TO CONSTRUCTION , � + R I e
+ l l zQ�
NOTE: ALL 2"x 4" SANITARY SERVICE CONNECTION / ii+ I / II/ I
■/ I I .j! i
1 E -
4,. / I SS35C130 1 SEE SH 1B gr
55T50127 r r 4v ,• 4
i 4�11 J.. v.N. tJ �_ 77 ��LI ��_�_�u_�_� - 'P �_ -� W 0 LO K
O rv,:9 F 9 "Mr�444"' I L1_�. = vJ! ; g d o
r, - p //// . . t.,..• I VgF f." (�E '` s \ -- y, CIfT _ 8- l �' ISSi5C1+111111111111
tE4 CC2!/6 Fi
> o i `y m
7CT�T // Y'� •D ,t1 �E' {' ® .� �\ Q u: o
j/ / DS .. SA .0 I I. L ` t ` 1` c<7 5 o W
. /t /// //� ``' `r' it ,I H. • '�.� ^ I ..t .,..- •.: @ --^_-�' p �dk F N 1 1 1 U
•
% % 41
d* r( � e° DSi a 17 Ife# ' 16 47,
15AN i y
PUBLIC SANITARY LINE 'A' — PLAN
HORIZONTAL SCALE: 1• = 20' LLJ
Z
O Z
J
0 CO o w
J
Z -. Z 0
165 rKo --_--- _. tci_.___.. ._ Cn O_
h'"m+ W! EXTG. GROUND < ONC H OF PPE GRADE cr) N U 4'f
PUBJC SANITARY LINE'A' k O C/L CF PIPE �" /L 0 CC M m Z
CLASS'B'BACKFlLL �n
PER-CWS .WC NO.-590 _.. ____._._ __� I60 CO O
160 ....__.. lir__ EO d Z a a___--_---T______-._-_ __ -'�--I155 I _- - 155 a @ a
�_._. 0 qmy cH
/P __ 00
NEW 12' ro I- I-
STORM 297.67 LF 6"PVC 3034
m9E=151.513 e'IPVC 3034 h 0 S=0 �� I'
6$� _ �7 ,nM' O MOi
145 -O _.- - _ �� ,fin 145 z rii y m
N
.0 n
L � µ- ccOJ 0
8 m
140 } nzm 'F�' 1403
PUBLIC SANITARY
A SS'� w PUB SANITARY LINE A rnm I CLASS'A'BACKFlLL i7liolc, CLASS'B'BACKLL Zroro
C N co V in f0 F. 1,
PER CWS DWG NO.590 I ,. PER CWS DWG NO. 590 I<
0 0 SI
W 3' 4
O
E Lam 3
F. n m 0 m .o a m r LT; 5 a:
IS
�� . S
0+00 1+00 2+00 3+DO 4+00 �Y'GiN ii S
4 34713PF "-
PUBLIC SANITARY LINE 'A' — PROFILE �D �„ fl' o
AS-BUILT HORIZONTAL SCALE 1'= 20' VERTCAL SCALE' .5' i11' n ry
04-24-2020 So ,e fe m BEIEWN.S/30/2014
ia
NOTE: AS-BUILT 0RA'MNGS INFORMATION IS BASED ON T'I M I` 0
1 inch= 20 ft.CONTRACTOR,nELD SURVEY,AND REED INSPECTOR GATHERED
ilxt]SCAT£: 1 inch=AID fl. vV
DATA.ALL INFORMARON HEREON SHALL BE HELD VEPIFlED
PROP TO USE IN DESIGN AND/OR CONSTRUCTION.
- " CASEFILE NO. SUB2016-00002 0 15
4