Woodlands Business Park Site Utilities CASTCpYER " . TNIS GRAM � ° SITE U 'T' ILITIES
0 FRAME
GENERAL * THE WORK TO BE PROVIDED BY THE CONTRACTOR SHALL
CONSIST OF FURNISHING ALL LABOR , MATERIALS , PERMITS , SURVEYING , ,
SUPERVISION , COORDINATION , AND EQUIPMENT NECESSARY FOR THE PROPER
�m ONO� $�• S#Monrdard M¢a
• INSTALLATION OF THE STORM DRAINAGE SEWER SYSTEM AND THE WATER
It �}w� {y �'� � �� �f � $�� � SYSTEMS `T' tIA`I' ARE INDICATED ON THESE DRAWINGS , THE WORK IS '1'U 1! E '
SET FRAME IN �► W usED ONLY FOR on �
N * � {�4ME � OR � ;� . COMPLETED SO AS TO PROVIDE PROPERLY FUNCTIONING SYS'T' EMS THAT AREOF 0. T �
ACCEPTABLE TO THE GOVERNING AUTHORITIES AND AS INDICATED ON THESE `°e .,�
$ROUT Ia CC E NTR I C MMSOU TOP • t_Q GA7E M bMit?R.E C
DRAWINGS , T
STANDARD 49* • M M HOLE
ti
•'. __
A FRAME >�I� AEAM OF
ft"" �� 4;j PREFORM �. AS'�`IO 4" 4T SAFETY . . . THE SAFETY OF WORKERS , NEIGHBORS , AND PASSERS - BY IS TO
to •, BE THE RESPONSIBILITY OF THE CONTRACTOR . UNSAFE CONDITIONS SHALL
#8" - r ' MAiN SEWER LINE nZW
BE IDENTIFIED AND CORRECTED OR , IDENTIFIED AND SECURED . WORK
PW MPE INS= METHODS THAT MAY CAUSE AN UNSAFE CONDITION TO EXIST , SHALL BE
+ • �' AVOIDED U1
° y � + ` +' '� AS SPIN` AT ALL COSTS . ANYONE SUSPECTING THE EXISTENCE OF AN �I
/
OKI-
UNSAFE CON DITION IS URGED TO NOTIFY THE CONSTRUCTION .� U 02
M ;•i - "'" i • � tial. .
*Mpg ` SUPERINTENDENT AND THE PROPER LOCAL AUTHORITIES ( POLICE , OSHA , w
•{. l , . . ` ETC . )
tyR FtP
� o
' , r DRAWINGS . . . THESE DRAWINGS ARE PREPARED BASED ON REPORTED SITE
o
N • # moi♦
ZT G1t LARGER I2� ; . + ;+ y ' 50
+, ` # 4 • .
At
` CONDITIONS AND DIMENSIONS . ACTUAL SITE CONDITIONS , OR
�i iN wi ;+ .a,, p -�- L .... --..»� �, DIMENSIONS , MAY VARY AND ANY SUCH VARIATION SHOULD BE REPORTED TO
THE ENGINEER AT THE EARLIEST OPPORTUNITY . UNANTICIPATED 494 On-4
ST
J CONDITIONS MAY REQUIRE THE REVISION OF A PORTION OF THESE �
320"
\ DRAWINGS . ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE � W O
, . • •-
• �•'f �� CONTRACTOR PRIOR TO FABRICATION OR CONSTRUCTION OF ANY PORTION OF N a
, \ THE PROPOSED WORK . 4 . 0
MAIN SEINER LINE o � !4! t j A
M - MATERIAL . . . ALL MATERIALS USED FOR THE WORK SHALL BE NEW . TRADE , �"'" O Vi
. :. �. I ,.�; iNO W-;', •. Is
•� �- +'tic . L �.':�+ •" ,Ens IN FRItsN m.... TOP O� ,dtr�fG ,. � � NAMES DENOTE CHARACTER AND QUALITY OF EQUIPMENT DESIRED AND
v • - • • '
SUBSTITUTIONS MAY BE APPROVED , IF IN THE OPINION OF THE ENGINEER , cyto
It
It INSIDE DR1p : V 0 " � w' CONCMM
.. ` � ` ` r I - M - THE PROPOSED SUBSTITUTION IS EXPECTED TO PERFORM PROPERLY . ALL
� Ma
/^ ' ' I � r COSTS ASSOCIATED WITH THE REVIEW AND USE OF A PROPOSED
M�A� XyIMU � ` � 40P � t ���s�` ! ua �y .¢ � ( � I�� � � C " j SUBSTITUTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR .
MAXIMUM �3 � t 4� • • = • � Ie LAYER i is fs o x !rw
VERTICAL. 01 TAINE�Et I �
#NkS'E NAT #ill�ll>�,L ����4� � l. �'` 1 •
INVERT To INVERT
mix f - - --- \ \ � � � � � � MATERIALS - . - UNLESS OTHERWISE INDICATED ON THE DRAWINGS . . .
` _ L•- . G�° (" •� � , f CONCRETE PIPE : NON - REINFORCED BELL AND SPIGOT PIPE
CONFORMING TO ASTM STANDARD SPECIF _ QN__._Q-. �9 . .__CLASS., . _�,, ,. W TIS`
LOOssts, SKETS IN CONFINED GROVES
.
J RUBBE � . � v' I
I
•
POLYVINYL CHLORIDE ( PVC ) PIPE : PIPE AND FITTINGS SHALL BE
PVC AND SHALL MEET THE REQUIREMENTS OF ASTM D - 3034 , EXCEPT
\ SCHED�j ,..,_44 ._, SHALL� ST , tJ . tdIIETtGOYIR .___ LESS THAN
Ill I..
, 12 . ?' I ,� ' 1 ,5p P
v u ;
GALVANIZED STEEL PIPE : SHALL CONFORM TO THE REQUIREMENTS
FOR ASTM A - 120 SCHEDULE 40 , WITH A HOT - DIP GALVANIZED
,. „w COATING INSIDE AND OUTSIDE
i '
p�tx
. t _
I COPPER PIPE: HARD DRAWN , TYPE " L " UNDERGROUND PIPING ,
-_-- --ilil00000 � � DIA WATER M (� j�-�^ fse (E l ' i CONFORMING TO ASTM 8 - 88 FITTINGS SHALL BE WROUGHT COPPER .
�V SOLDER ALL JOINTS AND FITTINGS .
t ------ -- -----� 1
r -��
ten% ,, , �� tt CORRUGATED METAL PIPE : SHALL BE OF THE TYPE , DIAMETER , AND
t
GAUGE INDICATED ON THE DRAWINGS . PIPE SHALL BE HELICAL
i
DIA. WATER • � \ tt CORRUGATED . PIPE AND FITTING ENDS SHALL BE ANNULAR FOR A
�! "~ • ._..�.,_ - - •--.-. -.--.•.---- w------- --------- �" 'r I ` W t , i DISTANCE OF 12 INCHES . PIPES SHALL B E CONNECTED WITH 12
OO
f
$ ' DIA. WATER INCL { WIDE ANNULAR CORRUGATED COUPLING BANDS AND 1 / 2 INCH
f
Lot Lissome
, t THICK BY 12 INCH WIDE RUBBER GASKETS .
a itststs
t � � ' � w. � t DUCTILE IRON PIPE : SHALL BE CEMENT - MORTAR LINED AND SHALL
...a. t3ACKFLOW � ' x t C-. ,V� ` CONFORM TO ANSI A21 . 51 , CLASS 52 . ALL JOINTS SHALL USE
PREVENTION I Ii ,.^ 0 - RING RUBBER GASKETS . FITTINGS SHALL BE 125 POUND CLASS
SEE DETAIL . f , ► ,
1 Ueors
� \ , � � ��^' f T �` .�.� P _� -" rt MEETING THE REQUIREMENTS OF ANSI C110 .
i y f �� • I ISI orf � � , ii DOWNSPOUT DRAINS * VERIFY LOCATIONS WITH BUILDING ELEVATION
n
�` 1 �� M • � _ _ _ DRAWINGS AND WITH ROOF PLANS FOR DOWNSPOUT LOCATION . NOTIFY
ii
�� ' ENGINEER OF ANY DISCREPANCY OR OTHER PROBLEM . DRAINS IN
PAVED AREAS TO BE CAST IRON SOIL PIPE OR SCHEDULE 40 PVC
� s
� de EXCEPT THAT WHERE COVER IS TO EXCEED 12 " , ASTM 3034 PVC MAY
t + • • • • � ' BE USED . DRAINS IN LANDSCAPED AREAS MAY BE " PW STORMDRAIN "
i tt ' •
drO
OF SERIES 46 WITH 80 % COMPACTION AND WITH COMPACTION
st LE • 191.00 � Y ' VERIFICATION . PROVIDE CLEAN - OUT AT EACH DOWNSPOUT . USE
BRANCH FITTING WITH THREADED PLUG FOR CLEAN - OUT .
AT BUILDING r
CATCH BASINS : SHALL BE 24 INCH ROUND AND 30 INCH RIGH ,
UNLESS OTHERWISE INDICATED , WITH 28 INCH SQUARE STANDARD
t � , • • tt CAST IRON GRATE AND HINGED DRAIN ACCESS PLATES FOR
I` + + $ CLEAN - OUTS , ALL AS MANUFACTURED BY THE LYNCH COMPANY , INC . ,
tt
OR BY GRATEMASTER IRONWORKS . CATCH BASINS TO BE CONSTRUCTED
OF 10 GAUGE STEEL AND TO BE ASPHALT COATED AFTER
FABRICATION ,
II � Com•
O • • • "f • •
tif
� CONCRETE INLETS : SHALL BE CONSTRUCTED AS INDICATED ON THESE
i
6 ' PVC i i DRAWINGS .
n
t �l SEWER CLEAN - OUTS : SHALL BE INSTALLED IN THE STORM AND
AT Bt,! ( LD (NG SANITARY SYSTEMS WHERE NOTED ON DRAWINGS ( CO )EXISTING SANITARY I� 1 '(' t
( C AND WHERE
SEWER MANHOLE I j � /` � ... _ _ _ "�� �'� � 200 LF 8 ' PVC 1 ' l20 LF 8 ' PVC 56{
SPECIFICALLY REQUIRED BY THE GOVERNING CODE , CLEAN - OUTS IN
ORT � I � AT IJW% ; i AT { a I EXTERIOR PAVED AREAS SHALL BE JOSAM 58860 HEAVY DUTY CAST
I .E.LE. NORTH {89.03 , S > s + C0 i IRON ACCESS BOX WITH SECURED COVER ANCHORING FLANGES AND
8 ' PVC STUB TO f `31"�g . '. " ' ( CAST IRON CLEAN - OUT WITH SERRATED CUT - OFF SECTIONS AND
1� THREADED BRONZE PLUG . V '° 1 '
PROPERTY LiNE +/- jr. .- , ; + + 1 G . PRO IDE AN 18 SQUARE BY 6 THICK
� ' �"` LE. {89.84 - \ ; + i CONCRETE PAD AROUND THE CLEAN - OUT .
WATER SERVICE : PIPING , VALVES , BACKFLOW PREVENTION , VAULTS ,
a� �w 11V J•
\V\111 G/ . L1 r"V V
sississ Illinois
G.O. - - _ �•.,.�
moo
` -"'- .' '._._._ _�.__ _________ _._____��. ; si i IiETERS , HYDRANTS , AND CONNECTION TO MAIN LINE SHALL BE
����� lj.✓ �.,,li I ._- ` _. . ... __y_ i! _ \ \ 11 .1 .� �� �� + � �" � "�`_._. ._.__.� -�._-� � { i i
{ -s �i \� •i Y - j - ; r 1 ACCOIN ) ING TO THE REQUIREMENTS OF THE GOVERNING AGENCIES .
vgoo
;
. � ... ..� ... ... 1
64iG' - I .E . 19184 ``-- i BEDDING : BED ALL PIPING ON A 4 INCH THICK LAYER OF SAND OR
mom mom O _
='_
_ � _ �x� � � _ _ _ � y 3 / 4 INCA MINUS CRUSHED ROCK . INSPEC'T' ION OF `1' CIE I' XCAVA'1' FU
"� a( STS ,� 1 TRENCH BY THE ENGINEER MAY PROVIDE. FOR THE USE OF COMPACTED
Sim
gwow
EX1ST. 162 LF 8 PVG -
gE TO AT 0.50% SLOPE j _ - NATIVE MATERIAL FOR BEDDING . PROVIDE OWNER WITH DEDUCTIVE
REMOVED - - STS C _ _ _ _ ALTERNATE FOR USE OF NATIVE BEDDING MATERIAL . BEDDING SHALL
- �v ' = r ` _ rc _ �% G? BE REMOVED TO THE NECESSARY DEPTH FOR PIPING BELLS AND
EXISTING 12 ' b � - O • ' - - _ COUPLINGS TO MAINTAIN CONTACT OF THE PIPE ON THE BEDDING FOR
SEE DET,41L ITS ENTIRE LENGTH ,
GONG. CUL VERT (Y � ,, '^' _ _ -
t
` ( i PRECOVER : COVER THE PIPE TO A MINIMUM DEPTH OF 5 INCHES WITH
O
•4s,4NDONDED 12 . ,4-c. - - - -_ - _ _ FOR 1t�o. �• I EX1ST � ro � _�
M /9i E DFt,41L ` " - -- SE �MOyED Qr ( i COMPACTED SAND OR 3 / 4 INCH MINUS CRUSHED ROCK . INSPECTION OF
r • 9� 1 - ' - - _ _ _ _-- -- - _ Uj1
THE EXCAVATED TRENCH BY THE ENGINEER MAY PROVIDE FOR THE USE
_ _ � ~� OF COMPACTED NATIVE MATERIAL PRECOVER . PROVIDE THE OWNER WITH
- � tb Xb '
LIVE 7 ,4P� CUR5 t - - -_ _ DEDUCTIVE
_ ~ _ _ GUTTER i - _ � 3( � � E ALTERNATE FOR USE OF NATIVE PRECOVER MATERIAL ,
- - _ _ °� it (.� \/ T '"' I /` � - ►- - - _ _ _ .rte XIST TO
- - _ _ BE Z� BACKFILL . ALL BACKFILL FOR SITE UTILITIES SHALL BE PLACED IN
_ _ • t f" I t ' IMO D ( LAYERS NOT EXCEEDING TWELVE INCHES DEEP AND COMPACTED TO 90 %
- -- �E DET �
•. _ , ~ _ - - - _ _ _ _ - -- _.__ AIL � OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT . BACKFILL
- __ _... _ _ '--'__ = -------__ AOR
Di,q. w - - - - _ _ _ �O. C ' ( � �`-R_ -� -�� SHALL CONSIST OF NATIVE SOIL AND SHALL BE FREE OF ORGANIC OR
� ,� • siss FROZEN MATERIAL , AND BE FREE OF ROCK LARGER THAN 4 INCHES IN
Milli _ _ _ - - _ _.
sell
Osts
- � ` WM
-
� _ DETAIL
Z ANY DIMENSION
_ _ _
FHsts _ _ _ _ , _
'� ' LIVE
_ _ � _ GRADING . FOLLOWING BACKFILLING , GRADE TRENCHES TO THE LEVEL,
stislissis
___.__. - _ _ ; . POSED OF
T�4P� i
(\ _ _ _ _ _ .-"`tea '-�-+_
l\V) _ f
sissists
' a'
OF SURROUNDING SOIL ALL EXCESS SOIL SHALL BE DIS
- - ststsstst .. _ _ _ _ _ _ OFI - S1I UNL
_ " E , ESS OTHERWISE UIF2L' C'I' ED BY THE ENGINEER .
Mass
stist
.s + ",, `
` ~ - - ., I L++" ' t fes' ' , - - b `
-r- �,, �.
ssisssis
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saw rAilssssr
, r Dt'4; 1tAT t`? ' 12 'Dt C: UN � "1` ItUI: '1' U � lJU 'lL5
J _ _ AIN -� '4 W°4TFR M�41N
-
stissists
1 - - Oft D ` ` ' _ _ _ .. _ _ ~ , ASANDONED 12 ' DIS 1 . Notify Tigard Water District ( TWD ) prior to commencing
_ 7ftE A-C. Z construction to set up a preconstruction meeting * Telephone
3 _ ` ` _ � '°''� F, 639 3516 . Curbs must be in place prior to installing
_ .__-- _ _ _ sitssists 1 tri water mains .
Otis
� - - --_ _ _ .. _ _ a'
j
.Q�
MEMO
= 30 Ossol 3 2 . All work shall be in accordance with AWWA standards .
1 ___ and roved TWD
-
3 . All work will be inspected pp y
12 WATER 1.1 Q � a b
AIN
; i - J. _ _ `
12 Dl,q•
WATER ` • 4 . All pipe and fittings will be ductile iron , cement - lined .
MAIN Pipe will be Tyton Joint Ductile Iron , Class 52 .
5 . 36 of 3 / 4 minus gravel cover for 12 " , 8 and 6 mains
CSeN�oe • in streets and right - of - ways . In easements , earth cover
as a publI ores only is adequate .
/ he City of -� �9ar {e
rd Vis
Pure
� I Wl de by ®rswin9 °s $® ntees
, cor uara 6 • Poured concrete thrustblocks at least 8 square feet of
� is mads ord ties , or 9
eoord00LW'IIslined . �thmth`sReo Warren bearing surface at each tee , cross , and bend location .
tatton5 •
Thes conte rePresend)
-� he ,material es no Heil
MODERN MUELLER CENTURION FIRE HYDRANT andtbeCatymao� themater'a� ' �Z C9 � 7 . Fire hydrant assembly consists of 12 " or 8 " MJ x 6 " FLG tee ,
A - 442 , 6 " MJ , 5 1 /4 " MVO , 3 PORT ( 2 - 2 1 / 2 " NST of theacCUT 6 " FLG x MJ gate valve , 6 " MJ x MJ holding spool , and
HOSE CONNECTION I - 41 / 2 " NST PUMPER ) 11 / 2 " GALV. STEEL WALL MOUNTED Modern Mueller Centurion fire hydrant , A - 442 , 6 " MJ ,
PENT OPR NUT , OPEN LEFT , COLOR * YELLOW L �aDotR To BE CENTFREU APproveT�Be. p ---
UNDER ACCESS DOOR 5 j " MVO , 3 - ort ( 2 - 2 j NST hose connection , 1 - 4 } " NST
pumper ) , 1j " Pent . Opr . Nut , open left , color . yellow .
8 . Each fire hydrant shall be installed upon a preZ//v
to
I - 6 BEHIND BACK OF CURB
concrete block with lj cubic yards of crushed 1j "
24 ` MIN. TEST COCK drained rock . _..�
Tarpaper will be laid on top of drain
I - 0 BEHIND BACK OF (4 REQDJ rock to separate rock from earth cover .
SIDEWALK
A CITY APPRO vED 3 ' .
VAL VE /S REQ D. Ile�MA ____
9 . All sanitary sewer lines 10 ' laterally or 3 ' vertically
BETWEEN THE SUPPLY
MANN AND THE VAULT of water mains shall be encased in concrete 6 " thick 10 '
-- -- { 1/2 ' DOMESTIC WATER from crossing * Where crossings are necessary , they must
DOUBLE CHECK VALVE g
w be made at approximately 900 with at least 18 separation
MIN
R
o
REDUCED PR SUR V1 below water line .
�O CAST IRON VALVE BOX
' FOR IRRIGATION �-
ASSEMBLY
z 1 ' GATE
10 . All mains shall be tested at 150 PSI for _ 1 ( one ) hour with
RESiUENT SEAT VALVE 1 1/2 'x1 ' REDUCING TEE maximum loss of 5 PSI . Static pressure -- 90 PSI .
3 ' ` OR LESS SHU �FF VALVE Sff � WHEN
VAL vE
� REVISIONS
SIDEWALK
•� ;f � ._.. - r -, .� . , • . . _a. BY CONTRACTOR 11 . All mains shall be cleaned and flushed with potable water
i ' � Mh�' � tail
,• . �� ; < �� t :-` ?'- ' : . •: PRO NDE
_ w _ l�a�t7�t t,. prior to disinfection and bacteriological tests will be -
{iii =► � �� ( t HEA T OR y
F- ! - 11 ! Lti€!Il iTn=lulu , : T PAVIN i ' BACKFLOW /2 f `� TW
� � ...- r : �_ vAUL l dr LID SHALL VALVE taken b TWD . �
ot'?u I� I � COVER DRAIN w /err lNsuLAnON
IZTI3 " MiN. • " BE PRE-APPROVED i ( N t
cn - � i7 - ROCK W/ TAR PAPER � PRIOR TO INSTALI 12 . TWD will install all copper services prior to blacktopping
w " � = 1f1� ` r�r '� .3 " MIN• -._- -- TION i 112 ' METER AND of streets . Meters will be installed by TWD upon �as 1 5- ,
BEFORE BACKFILL ! Z
Q 1. � �., o - - VALVE INSTALLED individual request b same .
M J HYDRANT OUTLET 5Y T iGARD WATER 5Y T iGsARD WATER q Y
rl � � - itu 11 - _
�!! ; V cD Zr DRAIN f� � I � DISTRICT. DISTRICT.
T 6 MJx FLG GV f2 + PIPE 00 D* . a - _ 13 . Every meter that is used for or connected to an irrigation
I�f -�"-� f M '�" W > system shall have the proper backflow prevention device
Q -� i 1
c�
Cr { installed and tested by the owner .
TION S e
SUPPORT 36 ,0 A41N.
..z .+ .
14 . Upon completion of installation , contractor or owner will
STEEL SCREW JACK
(2 RED 'D, ) .
advise TWD of total construction costs to which wille
, �„v= � � Ji _ 1111 _,r _ r� F E 6 , M N� added 10 � for TWD inspections , water loss , overhead , DATE - -
MAIN W / MJx 6 LG T E
6 MJ x MJ MOLDING SPOOL ( SEE PLAN FOR MAIN SIZE )
administration , samplings , etc . , and 2 $ for engineering
" x � At 0 .M JOB N0 . 92 (0
1 1 / 2 YDS OF 4 8 x 16 CONCRETE BLOCK review , including " as - built drawings , updating master
map , intersection maps , etc . DWN CNK RWM
1 1 / 2 ` ; 3 /4" DRAIN ROCK t
r - - FIRE HYDRANT DETAIL. �, DOUBLE CHECK VALVE CASSEM, BL Y .�-- WATER C �i i iO 5OX 15 . The estimated 12 % to TWD , noted above , must es on deposit
W5PK/DET - C I ' = i ' - ¢� • prior to beginning construction on water lines .
- ~� MJ M ' ( (ABOVE GROUND INSTALLA 170N) 06 /26/89
811ASM -
-- VAN D OM ELEN L001 JEN GA 8/8�19a9 - {4: 9
/ SAIAWS - S: Is
McGARRIGLE /KNAUF Sni�l� - 9, 28
V EE 3933 S . W. KELLY AVENUE SA4/1989 - 11 : 6
PORTLAND , ORE ( 503 ) 222 - 4453 OF
OF SHEETS