HomeMy WebLinkAboutSW Varns Street Waterline Relocation METRIC
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WATERMAIN RELOCATION
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CITY OF TIGARD
OREGON
LOCATION MAP INDEX OF DRAWINGS
SCALE 1: 10,000 1. TITLE SHEET, VICINITY MAP, INDEX OF DRAWINGS, & ABBREVIATIONS
�� 2. SITE PLAN, NOTES & DETAILS
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ABBREVIATIONS
�P VARNS ST. `\ �� PARKWAYW yCREEKr. vARNssr.1 //cc
AC ASPHALTIC CONCRETE MAX MAXIMUM
CREEK cn
E PARK FIR ST. o APPROX APPROX I MATE MIN MINIMUM
°o ST. f¢ \ BFILL BACKFILL MJ MECHANICAL JOINT
CATV CABLE TELEVISION ODOT OREGON DEPARTMENT OF
DET DETAIL TRANSPORTATION
LJL !R
�'o D 1 A DIAMETER PERM PERMANENT
N
a I rSANDBURG \ D I DUCTILE IRON RESTR RESTRAINED
m < Q C'� Sr. e:� E ELECTRICAL ROW RIGHT OF WAY
T EOP EDGE OF PAVEMENT SLV SLEEVE
CT. co J MP. 722
1 TECH CENTER 6R�\ EXIST EXISTING STA STATION
In \\ MP. 292.05 G GAS T TELEPHONE
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A MurraV Smith&Associates, Inc. GV GATE VALVE TYP TYPICAL
GEN GENERAL W WATER
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_= = Portland, Oregon
XREF S METRIC
----7----\ HIGHWAY 217
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EOP
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REPLACE ALL AC PAVEMENT OVER
I / TRENCHES TO CITY OF TIGARD
I // STANDARDS. SEE GEN NOTE 3
STA 0+004.3 0 / PROPOSED ODOT STA 0+ 141.2
0 / RETAINING WALL EXIST GRAVEL PARKING STRIP
INSTALL: INSTALL:
1- 150 (6) 45° BEND, MJ // j 1- 150 (6) 22 i/2° BEND, MJ
RESTR 3.OM (I 0') EACH WAIF --A. - .I M (20') M IN —
/ 6 RESTR I.SM (5 ) EACH WAY
oF { - - - - -
1 / yvfi-f�HH fill/1-111-/-rx•5.16,4 )/ItnH1vf-if/-f-111///f1�f-/-/-/ -
- -
150 (6)
I STREET ODOT ROW
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.>;::.;::::.::::::: ::.:::::. .... SW YARNS ST
— Y
Y
C.fM (4') _ _____
/ - - O O _ - h�� X I ST WATER . .
��/ ` / 'z " -------- --.-25 (1) G N � . 28 SERVICE METERS...
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e, T 4M (I 3')- �-- EOP - - _ - - -___ _ _ Y� / {{ ` 0*
1-
/ / / STA 0+00 � � UTILITY EAS ENT / { —� '` . = �. _
/ / :' ODOT ROW -
'' / / / CONNECT TO �/ SEE TYP DET }:. �\ NN Or \�
� � i EXIST 150 (6) W � `: �.:.:. i� � \,
INSTALL: v { \\\ /
LONG SLV �� :. \
RESTORE ALL DISTURBED { \ ��/ `tip 4,R
I- 150 6 r /' N\";;. . LANDSCAPED AREAS TO / i
/ \ \ /
// / EXISTING OR BETTER // \ / �\
/ 4e /� / 1 / CONDITIONS (TYP), SEE // \\ / \\, \�/
Q' / < / / GEN NOTE 3.
J / \ // STA 0+ 4.3 \ \
/ CONNEC, TO \ \\\ \
/ NN / // EX I ST L 150 (6) W \ \\ /
OFFICE / INS ALL: / /
/ / / / OFFICE 1- 50 (6) LONG 6LV \ \\\
PLAN
SCALE I : 250
GENERAL NOTES:
I. THE CITY SHALL POTHOLE & VERIFY LOCATIONS, ELEVATIONS, TYPES & SIZES OF EXIST PERM EASEMENT - WATER,
UTILITIES PRIOR TO CONSTRUCTING NEW PIPING & SHALL NOTIFY ENGINEER OF NEED TO GAS, ELECTRIC &
ADJUST PIPING INSTALLATION ACCORDINGLY. POTHOLING & TRENCH EXCAVATION SHALL COMMUNICATION SERVICES TRENCH UNDER TRENCH OUT OF
�
SUFFICIENTLY PRECEDE LAYING OF PIPE TO ALLOW REO D ELEVATION & ALIGNMENT LINES, FIXTURES & ROADWAY ROADWAYFACILITIES
ADJUSTMENTS TO BE ACCOMPLISHED W/O REWORK. UTILITY EASEMENT -
4.OM (13'- I ") WIDTH VARIES, EXIST GRADE
TOP OF r FINAL SAW CUT
2. LOCATIONS OF EXISTING UTILITIES ARE BASED ON INFORMATION SUPPLIED BY THE SEE PLAN
UTILITIES & ODOT. AS REQUIRED BY STATE LAW, THE CONTRACTOR SHALL OBTAIN UTILITY CONC WALL -- -- AFTER TRENCH 150 (6 FIRST I NATIVE TRENCH BACKFILL
LOCATES PRIOR TO COMMENCING CONSTRUCTION. /x 4 BACKFILL Z SAW CUT SEE GEN NOTE 7
k = 1
3. ALL PLANTERS, LANDSCAPING, STRUCTURES, LOTS, SWALES, DITCHES, CURBS, SIDEWALKS, �� ° c'a"�° )<<\/4/4\/\/ /
, 1
'`� EXIST BASE ROCK ° �o. °eo.00a;o8o��o ul)J�,J'^'^ \ z
FENCES, WALLS, MAILBOXES, SIGNS, GUY WIRES, PIPING & UTILITIES DISTURBED DURING I.8M (5 - I I ) �� __ 20° .� -
CONSTRUCTION TO BE RESTORED TO EXIST CONDITION OR BETTER UNLESS OTHERWISE o ��
SPECIFIED. ALL AC SURFACING TO BE REPLACED TO CITY OF TIGARD STANDARDS OR BETTER. \ �/ o N i
NEW 150 `- o
(6) DI 50 (2) OF 19 (3/4)-0 100 (12)
4. THE CITY SHALL COMPLY WITH ALL ODOT PERMIT REQU I REMENTS FOR WORK I N ODOT I 2.OM (6 -7") N I ',, 'r MAX o
PROPOSED ODOT _/"" �� to
RIGHT-OF-WAYS. RETAINING WALL 38 (I i/2)-0 BACKFILL 8 0, ;
SOIL NAIL SEE GEN NOTE 7 P °8`c ° \
E 5. ALL WATERLINE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY OF TIGARD PIPE ZONE _ a �\
a DIA + 300 (I2) o° °° �300 (12)
o
STANDARDS. ° °I ^�\
v+ i:0,m % DI MAIN
m 6. ALL DIMENSIONS I N MM (INCHES) UNLESS OTHERWISE NOTED. 6. 1M (20') MIN -
o !`-\��, , ' &;\ , 19 (3)-0 BEDDING
DIA + 600 (241,
7. COMPACT PIPE ZONE BACKFILL TO ACH I EVE 95% OF MAXI MUM DENSITY PER AASHTO T-99. 12.OM (39'-4") 19 (3/4)-0 PIPE
m
m GRANULAR TRENCH BACKFILL SHALL BE COMPACTED IN LIFTS TO ACHIEVE 95% PER AASHTO ZONE BACKFILL
SEE GEN NOTE 7
°l T-99. COMPACT NATIVE TRENCH BACKFILL IN LIFTS TO ACHIEVE 90% OF MAXIMUM DENSITY
PER AASHTO T-99.LD TYP I CAL EASEMENT SECTION 0 TYP I CAL TRENCH SECTION 0
NTS NTS
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NOTICE SHEET
JRP .�`t3�1 `Eff�i, _ __= SW YARNS STREET
vp DESIGNED 0.¢, , 44 _ _ Murray,Smith&Associates,Inc. CITY OF TIGARD, OREGON
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DRAWN .�y _ -__ Engineers/Planners WATERLINE RELOCATION
cmr of n�a� SW YARNS STREET 2
IF THIS BAR s= _
DOESSU NOT o ECK `F,'',4'Ey ,1°°4o " 121 KW. Salmon, Suite 1020 Phone 503 225-9010 WATERMAIN RELOCATION SITE PLAN, NOTES AND DETAILS
OREGON
71- MEASURE 2 CM CHECKED 9fY s.
m THEN DRAWING IS Portland, Oregon 97204 Fax f 503) 225-9022 2 of 2
NO. DATE BY REVISION NOT TO SCALE EXPIRES s-so-ss PROJECT NO.: 94-0310.2061 SCALE: AS SHOWN I DATE: MARCH 1999