Plans (8) 1
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TIGARD- OREGON
PROJECT NO. 92034f C-- V e
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. a SEP 12 2019
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`3l& 1 <aING .� `i � :`�N
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V`' , OWNER/DEVELOPER
I I % CITY OF TIGARD
- SW NORTH DAKOTA ST PUBLIC WORKS DEPARTMENT
. I 13125 SW HALL BLVD
- 14 — TIGARD,OREGON 97223
TI _ .. �. k�"� CONTACT:JEFF PECK
P `'
GARD
- i , / � -�,� PHONE 503-718-2466
Oq FAX 503624-0752
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ii ' * it `I'u 1 — ENGINEERING/LANDSCAPE FIRM
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ALTA PLANNING+DESIGN
h 711 SE GRANDE AVE
SW KATHERINE ST s!y� PORTUD.WOREGON 97214
N4,0 V!
"�IgOST 11 "' PHONE 503-230-9862
4' ,14
` EXISTING CONDITIONS SURVEY
11.'
C s- �5( OREGON COORDINATE REFERENCE SYSTEM-PORTLAND ZONE
P soh- \# 1�p /
����r `'� BENCH MARK
0 % CITY OF TIGARD BENCHMARK#486
i STATE OF OREGON CITY OF TIGARD
A BRASS DISC NORTHWEST CORNER OF HWY.98 BRIDGE OVER R X R
Approved 01/41 TRACKS AND COMMERCIAL ST.NORTHWEST CORNER OF SAID
110 SCALE
BRIDGE,2 FEET NORTH WEST OF A BRASS DISC MARKED"TIGARD
1° CA T!O N M�'P Conditionally Approved [ ] 1948"
s N See Letter to: Follow [ ] ELEVATION:193.698 FEET
I Attached ]
41 ATTENTION:Oregon low requires you to follow rules Permit Number: L.
���l:l�l' -��� r r
adopted by the Oregon Utility Notification Center. Those Addres��j p '� i 'r S '' iL- "�� 1 rv� ,v1 r'`
rules are set forth in OAR 952-001-0010 through OAR �tiad -I -
952-001-0090 You may obtain copies of the rules by By: Date: C(
calling the center. (Note: the telephone number for the CALL BEFORE YOU DIG OFFICE COPY
Oregon Utility Notification Center is (503) 232-1987). ► 1-800-332-2344
1 ATTENTION:Notify NW natural at (503)220-2415 when .11) r
93 excavating within 5' of an existing high pressure gas
main.
B
INFO B A .-PR°°F TIGARD STREET HERITAGE TRAIL TITLESHEET SHEETNO.
PROJECT NO. 1Dn•182 1E syy ENGINEERING DIVISION
M °y. a t,a PUBLIC WORKS DEPARTMENT
CAD DWG FILE T9iT_106GH� 811 x®1 CITY OF TIGARD,OREGON [/•.�.
DESIGNED BY: SRI : s 13125 S.W.HALL BLVD. V I
-•..I'� .i Aga r w
DRAWN BY: SIM OR r.N D AVE s• +. TIGARD,OREGON 97223 00
REVIEWED BY: Or m6n m• .4,-,,,,27,75?J�A< 71POR1UWD,HOR 97214 " VOICE:503.6391171
COVER SHEET
DIAL Tal fq 1I FAX' X3624-0752
R 8�1` PLANNING Ex: SHEET 1 OF 88
DATE 3.482819 14w=4344(>en) e
AT LEAST MO WORM DAYS www.altaplanning.Cam WWW.77GAR0-0R.GOV PROD.NO: 92034
i' 0- MARK DATE DESCRIPTION SCALE AS SHOWN BEFORE ITU aG RENEWS:12/3MS _ ,i - --
_ s GENERAL SHEET NOTES
- -tq ca. « ; ���1 � - �I!/ v //�/%:%.?TlTTjy�T�/?/Ji/ ;� �4 Jj1 �! o� /j / 1 i'
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1 - � 4 1
1-' i 1l Ir / �)� ! l �! �' 1. SEE SHEET CD501 FOR TYP PATH SECTIONS.
]RESTROOM J ;!
\, �li� I 1 � 2 .;'i' j'I ! J J 2. SEE SHEET CP119 FOR ALIGNMENT
A I I / 1 r 7 f A / j i '� CENTERLINE GEOMETRY DATA
,� `t ] �i z i f , 1 / r J
I /n,. 3. ALL STATIONING REFERS TO THE
\\ it 1 3 y > ��, FF 15579// I �' I r J 1jii/ i I / J
it / :��!li I I I- �� r 1,1-4-0,4 CENTERLINE OF THE PATH.
i I I�� J� n; `. CO-1 c a TIGARD AREA 3 r % j j
J 4. FIELD VERIFY EXISTING FEATURES AND
g I I �.' / CHAMBER OF COMMERCE �� � // ' /! / ! UTILITIES AS REQUIRED.
_ ! VISITORS CENTER CO /// 5. FEATURES
1 ° ` J l WHETHER SHOWNN
f PROTECT ALL EXISTING
CiTV GF 11GAR0 o I / / I J l 0' /
o00 w 6LOG /// /��
1 -A,;,oT2sF10T21' o §/ fi�__1OR or
I r/ ���, J a // y° �/ I
/ OUTDOOR G I,\ �� i0 SHEET KEYNOTES
/o\ y �\ j a 2 h k-- OILWA1ER FfCTER ✓ {r / I
,,# 12 L:1 A `r seArwc .r ly / 7
_ n I� . IVA�11� ^,-1- i/ / }� // 3's. �'�/O(48x2.4)FULL !
1 I O I ) / T\ a - 1 R/M 45471 % 1
�r{`-Yr 11 ff 9'� 7 /// /j/1 �, Y{� J �/ 1. SERVICE TAP PER CITY OF TIGARD
I 0 < �� /. (//..'2/,-L1.L_ -" U DS ( a.tf/ Y 1 ® .. ( __ 7 ;� I l
f --. _ _.�\ /.> } --�.. .� I OS \� -\ ] a --__ 01[bYA7ERf1C R
�wrt - /� El
-ter { l /f 55 s H ,Li�I464.4)FULL 2. CONSTRUCT 1'WATER SERVICE AND
_ _ 111
_ -�W P P c - _ -Cum- 89.5'004 \CO / +- __
-__,.eat-__-- ccu __-.- :. " 1{ A� 1 - ,r - -- -' - ._ -- r- / j ._. �s' .od I RIM 13e st INSTALL 1°WATER METER BOX,SEE CITY
-" f I - _ __ - HOPE r2•PV 1NLNWj 155 r ,_ r r (MUSHY) ,r OF TIGARD STANDARD DWG N0.520.CITY
/ y I ear 54.7.au
- - _______.7---=� �. 0 E 0 L- -- -- `-`--,..,,,,_.,,--,-/- r,' SDCO L.e 1 8 r _L-:::---, .....4_41 Ar21Pv lN/E/;sso TO INSTALL METER.
._ _ _ _- - _ �QICIi ._ -" --'-----_' _-_-.. RIM 15,874 r - 0
- - - - / -_ N ur� t55s 1 3. CONSTRUCT 2°WATER SERVICE AND
J 0 CO-2 __.__ - . --- /' INSTALL 2"WATER METER BO SEE CITY
- c ` --u % i (-=;_ OF TIGARD STANDARD DWG NO.521.CITY
I
T _yt - _ °-- -- ° -,: °-- =i,,;t - f°= ! /4,.-/ O INSTALL METER.
{n
--- - `° ! ® I , -i -. - --n--�'- - , j J ..1• 4 CONSTRUCT IRRIGATION DOUBLE CHECK
Z�`J r3 " /
ASSEMBLY,SEE CRY OF TIGARD
°H< �]i Ir CO-3 Q/i .� J N II RIMM158. r STANDARD DWG NO.531.
,11
I Jf
- -- -. J SSMH 5. INSTALL 1'PRESSURE REDUCING VALVE IN
•-•• --
,..07°-------
- ..- ._ -___- j 7---=-/---t
q_�-_, ! - RESTROOM.
SW TIGARD �!� _ �, �' 1 - �- ,7.m,:„„",,,,,,, _ II
c / l w T "`e'PVC OUT SW 150.1 -c_ 1 0 / 6. INSTALL STANDARD VALVE BOX OVER PIPE
% o I' 0 0 u --it-1,,i ' J '. iv_ /,4.S ENDS,SIMILAR TO CITY OF TIGARD
s hr , n STANDARD DWG NO.502.PLUG PIPE FOR
�� _ _ -., --- - r -_ I (� - --�° _r;° - < -ry°- I� �`\ ( I ' f FUTURE WATER CONNECTION(BY OTHERS].
_ - . - ro --_R i \J _"°- -_,o -- --1-.°- �` i
( °�` w _-- • __ 1° - I�' _ \ i 7. CONSTRUCT STANDARD CLEANOUT,CLEAN
J - w - - w w --- -Al- -w--y --- --1-1---
�Ji II ,t WATER SERVICES DWG 500[FUTURE L
t 0N/ \ w w --1' w_ .._,'1,-----4 1_-_ ? _� T' CONNECTION TO RESTROOM]
- L _a"` -ON --. - -- - 8. SAWCUT AND REPAIR E ASPHALT,INSTALL
..-
US -1-- PER CITY OF TIGARD STD
{ -- --- - -
�� I 1 o �r.I PIPE IN TRENCH
$ . \ _ I Jai' Id 1l* ji DWG N0.180.
� Y �1
PLANI ^A' 10 0 5 10 p
LA'V 9. CONSTRUCT STANDARD CLEANOUT,CLEAN
r WATER SERVICES DWG 500.
r SCALE:r=10' SCALE PLAN SCALE FEET 10. HORIZONTAL DIRECTIONAL DRILLING(HDD)
f ENTRY PIT(4'0 4'ESTIMATED).
f 11. HDD 4°SANITARY SEWER UNDER
f0 SIDEWALK.
160 a (7 J 160 12. HDD RECEMNG PIT(4'z 8'ESTIMATED).
- EG @ C2 I -- -_- 13. CONNECT TO(E)4"SS LATERAL.
gI I - ---- CONTRACTOR TO VERIFY LOCATION AND
---- -- --' CO3 DEPTH.
- - -------- STA 1+20.50
CO-1 CO-2 RIM:158.86
STA 0+00.00 STA 0+31.00 IE IN:150.54
RIM:158.30 RIM:157.88
IE OUT:150.54
IE OUT:152.95 � IE IN:152.33
CO
it O IE OUT:152.33 4"HDPE �\
a
155 0 155 ? ^� )"---\�
110 CO-3
E 1
U
R II
CONNECT TO(E)4"SS CONNECTION DETAIL
HIL
gLATERAL AS REQUIRED, NO SCALE
PI APPROX STA 1+22.3
150 ESTIMATED DEPTH-8-9', 150
IE=±150.5
NOTE:4"HDPE SHALL BE WELDED AND DEBEADED
1OPEN TRENCH HORIZONTAL DIRECTIONAL DRILL
yr
0+00 0+50 1+00 _
6
INFOHEET TITLE SHEET NO.
PROJECT NO-2017182 Underground
See Alen�n ��.0D PRORE.� ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL
v d52NFP Oy a ita n PUBLIC WORKS DEPARTMENT
ti.: CAD DWG DESIGNED BY: 589 cP1n •-•"'ORE AJta Planning+Design,Inc. 7
TIGARD,VV.HALL OREGON VD. CITY OF TIGARD,OREGON RESTROOM DRAWN BY SRB „ 'r 4 �� 711 SE GRAND AVEg f! f� I V'
REVENIED BY: rn ��1 9c 9y zT. °° o PORTLAND,OR 97214 MO"""s-- VOICE.•503-639-4171 WATER & SANITARY N I T ry RY t UUU
DIAL lou FREE 'yq R�`' �7_ FAX: 503.624-0752 WATER[� A'4 /`�P�
DATE 3.191019 ArLEASTTIW W2344(orOWING www.R. BP altaap nnin�g.com 1 1 GAR V WWW.TIGARD•OR.GOV PROD.NO: 92034 SEWER SERVICE
MARK DATE DESCRIPTION SCALE AS SHOWN BEFORE YOU DIG RENEWS:12!31/19 ,1 SHEET 29 OF 88 '
a
1
1
s
1
s
p PERFORATED PIPE MANIFOLD PROFILE
OVERFLOW STRUCTURE INLET STRUCTURE
3 18'MIN DIAMETER DUCTILE 20'X 24• MIN DUCTILE
–
OVERFLOW TO IRON BEEHIVE STYLE/DOME IRON FLAT GRATE, OR
CONVEYANCE GRATE, OR APPROVED APPROVED EQUAL
EQUAL
,. TOP OF DRAIN
,•11/ Ir. `ll, BASIN
GRADE FOR ?t 44, FRAME ANDTANDARD CAST COVER� CONCRETE COLLAR
PONDING, PER DRAWING N0. 510 STANDARD MANHOLE
tT 'II
!! ? ::::
•�OWANG MEDIUM CHOKER COURSE •
. " .�' .v l I_ W•• )• of. PLUG IHGHTOPI OR
1 IifsI�I I.1 •Iif f f 1 1,1.1 I II �11PE
7 .HI—
,LY LS ,♦ 1 •Y-! • •S• • • , • • •.. DRAIN ROCK . -. _ ��1 CAP AS APPROVED 8Y
�ff�Iyf f fy`I�r .� If`f:'1 f •�f . . Ir I I• CAP
AP THREADED
I
(0000000000I OOOOOOo OOo) • ,' OS I 1+ �' :::::::
7
BOTTOM HALF– NO HOLES . y � 2'MIN. CLEARANCE –I ►I- •� _ PR
OUTLET TO APPROVED �� �-1�� Id �.•./,%` �=TI��II r• _ • -,•I C r. A
CONVEYANCE SYSTEM1' 1_ _I1�.
PERFORATED COLLECTION - - . . + �!� � �i
PIPE RUNNING LENGTH OF � •" V �i: OVERLAP • � 8
FACIUTY q0 <. . . . +' I I L i MIN.
oa , •. ,� . • • . .PIPING NOTES: :*::*: : X11 a F •", "•-5'."-•i I-LLI
_—I I Ia I1=1I ,f,-;-•:!"..- i• :
FOR PRIVATE PROPERTY, PIPING MUST BE CAST IRON, ABS SCH40, OR PVC SCH40. THREE-INCH PIPE IS Y • . . y ,1-='11 I =,T • •' •,• 'II III
REQUIRED FOR FACIUTIES DRAINING UP TO 1,500 SQUARE FEET OF IMPERVIOUS AREA; OTHERWISE 4-INCH . * '� I I=II—1=1i•IF ••- : FT
PIPE MINIMUM IS REQUIRED. PIPING INSTALLATION AND SIZING MUST FOLLOW CURRENT UNIFORM PLUMBING . . . 4'DIAMETER CUT
♦ —I Ell=1 `
CODE. • . _ i •:' •
SPLASH RE PER I1--, .. I—.••, •...b.,..-t:-.r..141—•l�. =I
FOR PUBUC FACILITIES, 6-INCH OR 8-INCH ASTM 3034 SDR 35 PVC PIPE AND PERFORATED PIPE ARE 18'MIN DIAMETER DRAIN SPLASH ROCK •.•.••.•.•••-•-•-•-•.•-•- -�-• 'I
REQUIRED. BASIN, NYLOPLAST OR 18'MIN DIAMETER DRAIN AROUND •_•_• •_#_•_•_•_•�=` �_•• • •-—
APPROVED EQUAL.
NON BUMPED BASIN, ED EQEQUAL 18" .ILAST OR
APPROVED STRUCTURE I`11 1—j,
.
MIN SUMP REQUIRED. II
.L —1 d
NOTES: �t;!•'I CI —II
Z 1. BRANCH SPACING AND NUMBER OF BRANCHES TO BE CALCULATED BASED ON STORM FLOWS FROM
IMPERVIOUS AREA BEING TREATED.
2. WRAP PERFORATED PIPE WITH GEOTEXTILE TO PREVENT INFILTRATION OF FINES.
R 3. NO TREES OR DEEP ROOTED VEGETATION OVER PIPING. ENCASED
S$ 4. GRADE SUBGRADE TO PROVIDE MANIFOLD WITH POSITIVE DRAINAGE. -
5. CONVEYANCE SIZED AT MINIMUM FOR 25 YEAR EVENT STORM FLOWS. 3/4'-0 CONCRETE 3/4'-0
id 6. DETENTION (IF REQUIRED) VOLUME BASED ON DEPTH OF DRAIN ROCK RESERVOIR LAYER AND POSITION
OF MANIFOLD WITHIN THE DRAIN ROCK LAYER.
2 7. FITTINGS TO BE SAME MATERIAL AS PERFORATED PIPE. NOTES NOTE:
i 8. PIPE SECTIONS EXPOSED TO SUNLIGHT SHALL BE OF MATERIAL NOT SUBJECT TO DEGRADATION FROM
THE EFFECTS OF SUNLIGHT. 1. PLACE STRUCTURE ON 3/4' TO 0' BASE ROCK PLACED OVER NATIVE SUBGRADE. 1.CONCRETE ENCASE ENTIRE WYE SECTION AND 45' BEND IF CONCRETE PIPE
2.STAND PIPE TO BE SAME SIZE AS MAINLINE UP TO AND INCLUDING 8'PIPE,
MAINUNE GREATER THAN r SHALL HAVE A r STANDPIPE.
6 PERFORATED PIPE LIDAOVERFLOW/INLET LIDA
A DETAILS STRUCTURE . Services aeanSTANDARD CLEANOUT 1
HANDBOOK C�eanW�cr Services HANDBOOK CleanWateW�ater Services
DRAWING NO. 402 REVISED 05-16 1 DRAWING NO. 407 _ 06-18 DRAWING NO. 500 REVISED 01-13 I
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NFO Underground Service Ake ,g0 PROFFs, SHEET TITLE SHEET NO.
— PROJECT NO: 2017.782 .� s, � '�� ENGINEERING DIVISION TIGARD STREET HERITAGE TRAIL
ti „01NEc� 04, PUBLIC WORKS DEPARTMENT
,C ..__.— _.—___. .____.___ CAD DWG FILE. TSHT_30&CD503 4i J N y
•$ DESIGNED BY: SRB � ..' i 7/413125 S.W.HALL BLVD. CITY OF 17GARD,OREGON
_� ! Anda Planning+Design,Inc. CD503
oRAwN ev: sr� anbehm 91 ,oRE r'Nry 4 711 SE GRAND AVE TIGARD,OREGON REVIEwED Bv: DY csial1 wm44 're CIVIL DETAILS - 3624-0752
DATE: 3.192019
141004322344 Re 9111 R. BP0. pL,AlyN11w3+x'111
MARK DATE DESCRIPTION SCALE AS SHOWN AT LEAST W9UDnconrs RENEWS;1231/19 wwW.altaplanning.eom TIGARDWVANTIGARD-0R.GOV PROJ.NO: 92034 SHEET 33 OF 88