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UTILITY NOTES ... • ... • •
LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE PLOTTED FROM RECORD DRAWINGS AND
_ INTERPOLATION OF- PHYSICAL EVIDENCE ON THE SITE AND ARE SUBJECT TO FIELD VERF)CATION BY ..
T'iE CONTRACTOR
ALL LOCATIONS FOR WORK SHALL BE CHECKED AND COORDINATED WITH EXISTING CONDII ONS IN •••
THE FIELD BEFORE BEGINNING CONSTRUCTION UNDER THIS SECTION OR ANY OTHER SECTIGN ARCM+IE( TUNE • INTERIORSPL ANN n
�4 THE WORKING DRAWINGS ARE GENERALLY DIAGRAMMATIC THEY DO NOT SHOW EVER f OFFSET, BEND
OR
ELBOW REQUIRED FOR INSTALLATION IN THE SPACE PROVIDED THEY DO NOT SHO:'- EVERY
)`•:,< �� E - _ _
DIMENSION, COMPONENT PIECE 0R FITTING REO
UIRED TO COMPLETE THE PROJECT. CONTRACTOR IS
RESPONSIBLE FOR PROVIDING ACOMPLETE AND WORKING SYSTEM�C
fA
A011 �
�.` CONTRACTOR SHALL COORDINATE A UTILITY LOCATE 46 HOURS PRIOR TO BEGINNING ANY UTILITY c
CONSTRUCTION FOR LOCATION MARK-,JP OF ALL EXT; ING UTILITIES BOTH IN THE RIGHT-OF-WAY W s
x Y
AND ON PRIVATE PROPERTY. CONTRACTOR SHALL COOFDINATE THE UTILITY LOCAL WITH
Y+ ._. `` �` cI:•.' i MUNICIPALITY HAVING JURISDICTION FOR ALL UTILITY WOPK WITHIN A PUBLIC RIGHT-OF -WAY. W i f
+ 'k.iORM ENGINEER IMMEDIATELY IF LOCATE INDICATES TH•.T EXISTING UTILITIES ARE DIFFERENT THAN ` a
')WN ON DRAWINGS W
• r I� 'akh '! == CON1RAClOR IS RESPONSIBLE FOR ANY DAMAGE TO UTILITIES, FEATURES, AND `_TRUCTURES a Q
LOCATED ON THE SITE. LOCALE, PROTECT, t,ND AVOID DISRUPTION OF ALL ABOVE AND BELOW � o
u
GRADE UTILITIES DURING CONSTRUCTION 0 -
i (CO/1 12 - — - - = •- -
�) _ i ALL UTILITY CONSTRUCTION ON PRIVATE PPrIPEIRTY SHALL CONFORM TO THE LATEST EDITION OF h r
THE UNIFORM PLUMBING CODE (UPC) ALL UTILITY CONSTRUCTION WITHIN THE RIGHT--OF- ;VAY 0
4• __
SHALL CONFORM TO THE STANDARD REQUIREMENTS OF THE MUNICIPALITY HAVING JURISDICTION. 0 i
4 ' - ( ALL BURIED LINES TO HAVE 2 FEET MINIMUM COVER, UNLESS NOTED OTHERWISE 3
DOWNSPOUT AND BUILDING UTILITY CONNECTIONS TO BE SHOWN ON BUILDING PLUMBING DRAWINGS J h
o
1 i/ i'k 0—
- I 4 % REFER TO PLUMPING DRAW;NGS FGk CONTINUATION OF UTILITY LINES INTO BUILDING m
/� 1.�1f •• I 1 THRUST BLOCKING REQUIRED ON ALL PRESSURE LINES BENDS AND FITTINGS SEE STANDARD
THRUST BLOCKING DETAIL
C5 17
' ��,� /���. >.,• T 1 SEE LANDSCAPE DRAWINGS FOR IRRIGATION LINES.
ALL EXISTING UTILITIES AND TIE-IN POINTS SHOULD BE CONSIDERED ACTIVE UTILITIES UNLESS
OTHERWISE INDICATED
1 CONFIRM FIRE HYDRANT TYPE, NOZZLE SIZES, AND THREAD CONFIGURATIONS WITH LOCAL
MUNICIPALITY HAVING JURISDICTION PRIOR TQ CONSTRUCTION wN
CONFIRM ALL UTILITY VALVE VAULTS, VALVES, MEILRS, 8ACKfLOW PHLVLNIIUN ASSEMBLIES, AND r/
+ I
OTHER PUBLIC UTILITY APPURTENANCES IN THE RIGHT-OF-WAY WITH THE MUNICIPALITY HAVING
JURISDICTION
CopR
/ ) ,2
2 - - -- STORM SEWER NOTES STORM DRAIN DATA
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\ / 17 -- t0 0 INSTALL 4LF 6" PVC S=0.010 (MIN) CB#3 ----- �2 CBX5-- T 2
TIE INTO EXISTING DRAIN LINE RIM:188 27 CS C8 RIM 188.94 CS CB
. • `�1:1 b. °' I"1T1.. l Yt9 t.'7L�Tf tY►_II . 186,77- F E IE 187 as ce
k -�. { I • .l.L�rt�" ?� INSTALL 5LF• 6" PVC S=0010 (MIN) 12 G12 �.� ••�,,� oTIE INTO EXISTING DRAIN LINE CB#4 CB#TDM7 +' RIM.188.85 C5 C8 RIM. 188 88
.,, f ; �.4 Y � U INSTALL 2`JLF- 6" PVC St=0.010 (M!N)
IE: 187.35 IE:187 38 L..
��'� '~ { 1 al "� '' "I `'�' `- SEF_ MECH PLANS FOR DOWNSPOUT O CV)r� r
� � 15 �! I 1, 411111111111 CONNECTION AND LOCATION VERIFICATION TDp7 � vJ
I `~. .a .,:��? .: 12 1 ,1 " I. I r-••- � RIM:189.00
` ) INSrALL 21LF 6" PVC S=0.010 (MIN) O
7 _ to 1 _r TIE INTO EXISTING DRAIN LINE * * CONFIRM TRENCH DRAIN TYPE
- •. WITH LANDSCAPE PLANS AND 0
i ,q T' ; 6 8 I ! 11 t '--{{{{{{' a- �, 5 INSTALL 18LF 6" PVC S=D d10 (MIN} ITS MANUFACTURER'S INVERT V
17� I SEE MECH PLANS FOR DOWNSPOUT ELEVATION DATA Q O
' ✓ CONNECTION AND LOCATION VERIFICATION
4 / - �_ '' ' f' / ►' tl 15 i I �� O6INSTALL 11LF 6" PVC S=0.010 (MIN)
�' h ..,s.•ru6•�rJ. {IC II 4R:
� �•,, ,i CB#5 , TIE INTO EXISTING NG DRAIN LINE Q
7� INSTAL 3LF 6" P'„C S-:0.010 (MIN) S,+' ,�••�
TIE INTO EXISTING DRAIN LINE V C=
,;” '•h' 4 rl. ,11 S�E MECHANICAL T GAS R DRAWINGS 10 BE MOVED I � P T STORM CLEANOUT DATA
8 INSTALL 30LF 6" PVC S-0.010 (MIN) m
SEE MECH LANS FOR DO'WNSPOU .LCU 70
� I CONNECTION AND LOCATION VERIFICATION B C0#5 •� �T
•� P f'
RIM.1186.25 RIM:191 69 E CV
o 1 •L Tm C14
IE INTO EXISTING PVC
RAINOLINE.010 (MIN)
.� .. C y3' 1 � � 1 �
15 I CO#2 CO#6
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192.
/ ^ ..•„�,;,�y " , 1 ^ I 1U INSTALL 4LF 6i PVC S=0 O,U (MIN) RIM18916 RL 1(`
E INTO EXISTING DRAIN LINECO 3 C047 cu -��
RIM:188 70 RIM 193 24 v
S=0010
SEE MECH PLANS FOR DOWNSPOUT COp4 • �
INSTALL 32LF 6" FVC (MIN91
FZ-
CONNECTION AND IOCATION VERIFiC)1T10N
41" RIM: 192 7U H
(.. / / -w �-_ •� 12� INSTALL 22LF 5" PVA Sr0 010 (MIN)
TIE RJ10 EXISTING DRAIN LINE
-ONF_IRM ALL CLEANOUT RIM
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7•
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.,`�•�`.,�,..__ -.... � � � !
INSTALL 49LF 6 DIP 5=4.010 (MIN) OR
_... / � •=;"'t•-=- '- � 13 " ELEVATIONS IN SIDEWALKS
�'-- •- �. ! PEDESTRIAN AREAS WITH
J .
'``•, '�" �� - � -_ 1)� i �� INSTALL CLEANOUT - -- GCSCf
LANDSCAPE GRADING PLAN
CONSULTING ENGINEERS INC
'' " ""�""' •. ey^ 15 K.
INSTALL FOUNDATION DRAIN (TYPICAL) AT`' � ``-\' •��w 'I � / ,/ " 4 ( � _ " _ `�� RFDMO'JD LANG. S►R'P, 3e0
7� ALL NEW BUILDING FOOTING PERIMETERS. 4 PORTLAND, OR. 97224
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'•av ^- ':" -- rw; i - — T 4 '�`ry TIE INTO EX SD WITH BACKWATER VALVE ---- FH (M3) 226 3971
-�,,� -` ��:.�....__ •--._...� _ ,- �_ ------ �; ..,,.,,,•,y.. I 1 z: .... -'1 �'•-'- l�•-- C5 C8 CS C8 rAx• (eoal zza lu.>F
~ «`''•+s, '- r-� `y , 0 j� 16 INSTALL 6' D!P, 55 LF S=0.010 (MIN)
+ ,+' �"•""r";:> a' ........... . OS E I 17 CONNECT TO BLDG ROOF DRAIN SEE
„fi aTa 1 7 - - r MECHANICAL PLANS TO CONFIRM DS
7 �' """"ti> "' - ^•�►-�•+•� •,,..... LOCATION AND MATERIAL SIZES +s.> >
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DS I� ,�� ,•u-gyp s a..a' * CONTRACTOR TO LOCATE EX SD LINE AND ON
'i.;, ��,• 1 17 - Q �+ ; . �_ '� r: CONFIRM TIE--IN ELEVATIONS PRIOR TO + G/ Ic �o° A
s ;:, ,.• \ �'II �; CONSTRUCTION �Rk 8. WNtQQ
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'+ - WATER SYSTEM NOTES
• \` � � `: �� _ _40 A
17i d 0 I I I 1 TIE INTO EXISTING 4” WATER LINT
f ..
zl ;. \ o• '�. `'`` 1 / f �,1'� ! m- c9 as = INSTALL 6" DI WATER LINE (3' R MIN.)
1 ,,. • COVE
1 12 13
1 f ( 3 INSTALL 6e 45' ELBOW W/TB
��`: '� - ��1�"`' � �`r►� _ G INSTILL 6" 22 5' ELBOW W/TB
GUNS 14 ,�,� �, �a a ..+... �j.7: phase
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• .� +n„ '� .., 14 1Y'r,y,. ""�.�,� � -• INSTALL 6"x6"x4" TEE Ac 6"x4" RED Wj'TB
' ' CONSTRUCTION
, ' ._ - DOCUMENTS
. .�\ IA+ 'r' •�- , INSTALL 4" DI WATER LINE (3' COVER MIN )
•^ a• r,t 6
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` _ date 051.03.04
�-�- 0 INSTALL 4" 9d' ELBOW W/TB
revs
_ sions
(b INSTALL 4" 45' ELBOW W/TF1
;`'\~ 1,. 4 INSTALL 4" 225' ELBOW W;/TB _
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10 SEE MECHANICAL PLANS FOR BUILDING CONNECTION
` � ���\ `, ``� ' ,•,..� ate` "r-., , �..
BORE NEW FIRE LINE UNDER EXISTING UTILITY TUNNEL C5 ;1
• 11
12 SEE LANDSCAPE PIAN FOR IRRIGATION SLEEVE CONSTRUCTION
��\ ., �,., ,�,., ':•. �^�. INFORMATION -
'' � `: ••yam � ST1 + _'-'• �''^ae.,uu.. �' —
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project# 02054
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ARCH 1IECTURE •INTERIORS•PIANN,NC,
EROSION CONTROL NOTES W ry
1 .3 INSTALL SEDIMENT FENCE (TYPICAL) -` CICB UJI
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18 1 O INSTALL. INLET PROTECTION (TYPIC .L) --- C6 C8 C6c8 ; a a
PROVIDE COMPACTED- ------_ >�30
CRASHED ROCK SHOULDER = a
TRANSITION TO EXIST GRAVEL 2% EROSION CONTROL NOTE ` a
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THE PROPOSED EROSION CONTROL MEASURES ARE A MINIMUM BEST o
18 40 83 0: a1M. ' ( i MANAGEMENT PRACTICE. THE CONTRACTOR MAY BE REQUIRED TO TAKE
ADDITIONAL EROSION CONTROL MEASURES r0 ENSURE THAT NO
2X� SEDIMENT LADEN WATER EXITS THE SITE OR ENTERS THE EXISTING
2 3I�
S70RMWATER SYSTEMS. THE CONTRACTOR MAY ALSO BE DIRECTED THE
CITY ENGINEER, CITY INSPECTOR, OR PROJEC i iNrINEE.R TO CONTROL h �,
17 DUST AND AIRBORNE EROSION.
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REPAIR AND PROVIDE TOPSOIL do
LAWN COVER IN THIS AREA. FINISH i
WITH NEW ROAD SURFACE WORK /_ GRADING NOTES
`M1 • ,
MAINTAIN POSITIVE DRAINAGE AWAY �
FROM BUILDINGS AND TOWARD DRAINS.-� -__.__.. ! r \ j. _ L'J THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE N I
�. I• �- , y I TOWARD ALL EXISTING STORMWATER FEATURES.
s 1 THE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE
AWAY FROM BUILDING R
"��^'`�;�' ,`• � „ _ SEE LANDSCAPE PLANS FOR PEDESTRIAN SDEWALK
�', f ' d I GRADES AROUND BUILDING a
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Gf, SCALE: 1" = 20'-0" - - -- Q O
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SITE CONSTRUCTION NOTES
1� SAWCUT PAVEMENT IN STRAIGHT LINES. REMOVE ALL EXISTING �
_ V PAVEMENT Al THIN SAWCUT LIMITS AND DISPOSE OF OFF-SITE. E N
ti
C SAWCUT EXISTING SIDEWALK IN STRAIGHT LINES AT NEAREST � � � �
JOINT. REMOVE ALL CONCRETE WITHIN SAWCUT LIMITS AND I
DISPOSE OF OFF-SIRE.
Ib \ 0
R� \ �� 15.00' 031 SAVE AND PROTECT EXISTING ASPHALT THROUGHOUT � � cn
� CONSTRUCTION ACTIVITIES.
- � 3 �� SAVE AND PROTECT EXISTING CURES THROUGHOUT CONSTRUCTION F—
CB/1
ACTIVITIES. 1
C8#2 --- "'— SAVE AND PROTECT EXISTING LANDSCAPE THROUGHOUT
/ ..^ CONSTRUCTION ACTIVITIES.
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SAVE AND PROTECT EXISTING UTILITIES THROUGHOUT _
9 �c 501,9 CCr15TRUCT10N ACTIVITIES. CONSIUXING ENGINEERS INC.
g []7 SAVE AND PROTECT EXISTING CONCRETE THROUGHOUT _ 6050 REDITOOn LANS, stitT► Igo
4.C1U' MIN CONSTRUCTION ACTIVITIES. PORT1'tl (So3) ,ytisDI, OR.
PAI(:9722 z:'6 T�zn
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�, ,.'� .,�`; �•" •; � �'` t ® CONSTRUCT STANDARD CURB
CONSTRUCT STANDARD SIDEWALK. SEE LANDSCAPE PLANS FOR
s F, i' +`•.' !r 2 — ___ DE TAIL. ^�
I—'J I CONSTRUCT HEAVY ASPHALT SECTION
CONSTRUCT ADA RAMP SFE LANDSCAPE PLANS FOR DETAIL
f 2 SEE LANDSCAPE PLANS FOR ALL SIDEWALK CONSTRUCTION AND �GtonE
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GRADING INFORMATION 1,Q 1 Q`
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SEE ARCH PLANS FOR ALL BUILDING INFORMATION
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SEE LANDSCAPE PLANS FOR PLANTING AND IRRIGATION
`,'4 ��.., _ f I' I I CONSTRUCTION INFORMATION
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STORM SEWER NOTES STORM DRAIN DATA
18ti� t INSTALL 4LF 8" PVC S=0.010 (MIN) CB#1 ---- ---- _9C,6-1
I — - �- _ - ' hase CONSTRUCTION
! - ` �•• TIE INTO EXISTING DRAIN LINE RIM:182,85
• _. IE. 181.70
T E INTO EXIST NG DRAIN LINE _..�___.
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2 LL 5L c 5 (MIN) DOCUMENTS
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RI 183.15 date 05 03 04
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CONFIRM LOCATION AND
ELEVATION OF TIE--IN PRIOR
TO ORDERING CATCH BASINS
2 _SITE\UTILIT_Y PLAN
C6 ~SCALE: 1" = 20'-0"
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GENERAL NOTES:
REINFORCING BARS WITH - . '
MINIMUM 6- OVERLAP RADIAL FLOW 8" OUTLET -`- ----- '-- --_` --- --- --- -_ 'rte ". ;r•__ y-��
FOR PERIMETER SLAB CARTRIDGE PIPE STUB (STD) 1 ) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548--4667).
(BY CONTRACTOR) 2 ) CATCH BASIN 41UST BE SET LEVEE.'.
3 ) EXTERNAL PIPING AND COUPLINGS TO BE PROVIDED BY OTHERS.
- - --- -a--._ 4.) FLEXIBLE COUPLING TO BE USED AT INLET & OUTLET. FERNCG OR ENGINEER APPROVED. ARCH 1ELIUNE • IN FER�oR.,•PLAIN NG
- e c 5.) PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR.
d _ G 6 ) STORMFILTER REOUiRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE
-- _ A MANUAL FOR DETAILS.
A H 1.) CATCH BASIN STORMFILTER '_STRUCTURAL SPECIFICATIONS E
t=
4 ° - --- --- 20,000 LB � a
LOAD RATING-
CONS]
_ CONS]RUCTION: 1/4" STEEL PLATE ,y
I - - -- COATING: CORROSION RESISTANT, ALL SURFACES Y a
a UNIT WEIGHT 650 LB
0
INLET GRATE. DUCTILE IRON W
i PERIMETER SLAB- REQUIRED ULz
In
The STORMAATE:R MANAGEMENT H
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LIFTING EYE (TYP) U.S PATENT No. 5,322,629, V) `"
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- .• No. 5,707,527, No. 6,027,639,
` No. 5,624,576, AND OTHER U.S. 0 _
.a utr a-rn•e. Q
SOLID LID INLET GRATE u INLET PIPE AND FOREIGN PATENTS PENDING ry U,
STUB (OPTIONAL) _j 3 N
In
OVERFLOW
I PERIMETER SLAB -
'' t PSI T INSIDE RIM IN WEIR CREST
3,000 CONCRETE �� SIDE RIM TO INSIDE OF RIM
2
(BY CONTRACTOR) 1 7/Fi" 1 7/ I
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2-#4 REINFORCING BAPS
4" (BY CONTRACTOR)
�,al rte. I
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FILTER
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a' T T T CONVEYANCE FLOW (CF5) 1.0 CFS
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SCALE: 1" = 20'-0" ouT�`ET U
20' 0 20' 40' 60'
CONSULTING ENGINEERS IN
2 BACKWATER VALVE COBASO RF.DROOD LANK. surre 380051.7 SCALE: 1 = 20 -0" POR77AN1l, OR 972'4
Ph (503) 226-3921 FAX: (503) 226 39,1 1
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OPTIONS (AVAILABLE AT EXTRA COST).
OUTLET STUB - OTHER THAN 8" DIAMETER • 1 r !
PROVIDE PIPE NIPPLE Ai EACH `
END OF CASTING FOR VERIFICATION ❑ IN'-ET STUB
OF FII I ING OPERATION Y I ,9e,
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lNANAfi1t MOff INC.
'2011-8 NE AIRPORT WAY• PORTLAND, OR 97110
(503) 240-3393 FAX: (503) 240-"553
L -----CARRIER PIPE AS SPECIFIED
A "- STRAP WOODEN SKIDS TO PIPE, 3 SKIDS
CONCRETE PLUG AT EACH FULL. LENGPIPE TH OF PIPESKIDS EXCEPTOBELPPOkT phase CONSTRUCTION
END OF CASING �_ •
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�. ,IFEL CASING date 05.03.04 -+
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