12575 SW GRANT AVENUE 't
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CITY OF TIGARD �)
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I ` qG �I I r+ FAX LOT 17 AND PORTION OF 16
I UnuIY POLE
-- EDGE OF EXISTING PAVEMENT - EP TAX' MAP 2S1 W2BB I. I I y ^ w
TEMPORARY CONSTRUCTION DRIVEWAY + + TAX LOT CITY OF TIGARD, WASHINGTON COUNTY, OREGON. �-
' 1300 TAX LOT TAX LOT TAX LOT
o STREET BARRICADE 1 I I Q \
UNDERGROUND V CTRIC I I 1400 J� �T �`� MAP - y
EXISTING STREET UGH1 'I I i 1500 1600 I �'ICM 1 1 M_.l1C
h``F"ONE AISER "fAX LOT , 1I I NOT TO SCALE
Z
- Nu - AS NOTED 1201 1 +I I
FENCE - AS NOTED
SURFACE SICIRM WATER DRAINAGE 1 I I I I I 00
MONUMENT BOX I I I t .n -�
CONCRETE SURFACE 00 00
- - BRUSH/TRE£S I1 �I I +I p N N
��� T g w W W M M
RIM TOP OF MANHOLE RIM ` +' I I 1 `O COMPANIES IL�✓ Q a a Uj
1 I 0 0 0
INV INVERT OF S£NERIJNE 1 +I I TAX LOT
METL.IWDs !. . ._. I I �1 1301 ; WATER - CITY OF 'IIiCiARD 500-�1 I
ROC( OUTCROPPING �I I 1 r! 58WER. - Cr1Y OF 1%1k2D 4M
HANDICAP RAMP Ar SIDEWALK TAX LOT1 _ s-
r 1700 1 now (QTY OF 'IIC�►RUd39-4rn r m �; 3
I TAX LOTI I � OCAS - NORIHWHSr NATURAL. S>�2*-4M o °° o L I
1200 �I I
III 1
POWER. - FIOR71AND GE�AI. ELECTRIC x-2731 00 z � 3 u �
11 I 1 I TELJWHONE3 VERZOIV 90D-6„9-0631
1 I I - - o 0 cr ate. t`)
$ CABLE AT&T BROADBAND 8B8-CM-M
11
ABBREVIATIONS I I , TAX LOT
`I I 1302 TAX LOT
TAX LOT 1 I 1 1801
AC ASPHALT CONCRETE 1202 I TAX LOT TAX LOT i
- PC POINT OF CUE'VA T URE `III 1802 1600 6- J Q
ACP ASBESTOS CEMENT PIPE PCC POINT Of' COMPOUND CURVATURE
111 I I I I )CATFS AR HOURS NOTICE �� �� a �
Ac? AGGRErA It BASF_ - '
Z Q. w m r
PI POINT OF INTERSECTIO^I I 11 I - —• _ I ONL- GALL SYSTEM - 503-246-6699 � 2 � x l
BCR BEGIN' CURB RE?.1RN R PROPERTY LINE U �,_ (VE ?ILON, NW NATURAL GAS, .,• �
BM BEGIN MARK PRC POINT OF REVERSE CURVATURE CIT' OF TIGARD NATER DEPT., ��W
Of
BVC BEGIN VERTICAL CURVE I � -� E'
PT POINT OF TANGENCY I _ POF'11AND GENERAL ELECTRIC JO
I O /J p0
CIP CAST IRON PIPE 1�'�T � � ,. .• � �
PVC POLY-VINYL CHLORIDE J
I
CJ CONTROL JOINT LOT 9 I 14,462 S.F. '%� " '
"• CL CLASS R RADIUS 6.234 S.F. . 4+1 .65
Q CEN TERL INE RCP REINFORCED CONCRETE PIPE
D ip �D Cir �(� (31 >
C ,n , R/W RIGHT-OF-WAY TAX LOTiEMERGENCMS '
-1�� CORRUGATED METAL PIPE S SEWER 805 ; a `- 00 �.,, ----
CMU CONCRETE MASONARY UNIT SD STORM DRAIN 1+00 •A! 2+00 3+ 1,004 SF.� ' - 800-882-3377
CO CLEANOUT SL SEWER LATERAL ; -; -� --1 I,- S.F. —� —4 NOR,HWEST NATURAL GAS o
I VER,ZON - 800-483-2000
V CABLE TELEVISION STA STATION � + "��' PORTLAND GENERAL ELECTRIC -- 800-542-8818
I i _ _
DROP INLET STD. JTL. STANDARD DETAIL Wr 8 �� �� -- - - - - - - - - -- - - - - - --- - - - - - - - - - -- -- - - -- - ----
T
- - - - - -- - - -- - ----
(?!P DUCTILE IRON PIPE T TELEPHONE I ► + ' I AI&T BROADBAND - 503-617-1212
5,646 S.F. CLE. NWATER SERVICES
E EECTRICAI. � t LOTI' i
ECR END C•URt3 RETURN TB THRUST CLOCK , + , I/ I a, - 503-846-5220 OR 50J-846-5221
TC TOP OF CURB , I 6,128 S.F. CI T r OF TIGARD WATER DEP T. - 503-639-1554
EJ EXPANSION JOIN')- TCN TOP OF CONCRETE
EL ELEVATION TO TOP OF DIKE '� '• Wr 6 Wr S Wr 4 LOIr 3 Wr 2 $ THL CONTRACTOR, IN LOCATION AND PROTECTING UNDERGROUND UTILITIES,
EVC END VERTICAL CURVE IF TOP OF F001-'NG TAX LOT , ++ 5,377 S.F. 5,000 S.F. 5,000 S.F. 5,000 S.F. 5,012 S.F. MU:,( COMPLY WITH THE REGULATIONS OF O.R.S. 757.541 TO 757.571.
EX EXIS TING TG TOP OF GRA 1 E 806 LOTr 7 I,
1 '
FF FINISH FLOOR TI TRAFFIC INDEX 6,856 S.F. I
FG FINISH GRADE
FH FIRE HYDRANT TL TRAFFIC UGH r
FL FLUWLINE
1P TOP OF PA VE MEN T _
+, +
FLG FLANGE TYP• TYPICAL Ilk SW MaKENM
G GAS
TW TOP OF WALL I _ _ _- _ --- �r
VCP VITRIFIED CLAY PIPE I I I` " SrRM — - Q
GM GAS METER VPI VERTICAL POINT OF INTERSEC�INN -- - --- — -
GB ,,RADE BREAK i I I I
W WATER
G'SP GALVANIZED STEEL PIPE I I g SHEET i1,L
HP HIGH POINT WM WATER METE A' TAX LOT +
L CURVE LENGTH EX
WV WATER VALVE 7700 I I TAX LOT TAXLOTN
LF LINEAL FEET n DELTA (CURVI" CENTRAL ANGLE) I I
MH MANHOLE f APPROXIMA TEL Y I I 6800 re L Tnu sHfi f
MJ MECHANICAL JOINT NT
� LESSTHANI \,�\;� 2-a CONSIkUCTION
A E ROISM CONTROL, NOTES
N.I,C. NOT INCLUDED IN CONTRACT � GREATER THAN
OCEW ON CENTER EACH WAY 4, CIRADM A EROSION VIRAL PLAN
S SIItEET PLAN
r
66 SfRM PRO�FIIES
B04UMARK T.BAVL S ITE MA _P 7. ROM DRAIN PLAN
1 50' 8 99WE R UIILIIY AND SWALE PROF112S
wA.'�O'PO[V CCx1NTY Rl<: Na 125A TID/PORAiCY EUlC1fll�(ARK. A RED ALAiA O�ROL
BRASS DHC SET IN CURB AT THB NORTHWBSf UIP IACATIM AFMM 91L? 118 OF THE SW CORNER, A SANITARY SEWER s WATER PLAN
CORNER OF PACEW HWY a W W69BNZM OF LOT 7 EM . 167.96 TOTAL-_ SUARE FOOTAGE NEW D PERVIOUS AREA a � SI
Srxr LIGH11 , Ri qNG AND W PLAN
SMM'I 15 FEET WE 91 OF IVES RAW --- --
EILEVAIION - WA6 9 L 0 TS & 3 TRACTS =81,413 SF OR 1.87 AC 11-12 CONSTRUCTION DETAILS
TOTAL NEW IMPERVIOUS AREA =36,780 SF OR 0.84 AC U IAINDOCAP8 / WQ MANIM ELAN
E),ISTING IMPERVIOUS 1-0 BE REMOVED =4,513 SF OR 0.10 AC �1 N
7
TOTAL AREA =1.91 AC W 4"" 1
_T !'
EFFECTIVE IMPERVIOUS AREA FOR WQ =O. 74 AC U)
PERCENT IMPERVIOUS FOR WO =38.8%
NEW IMPERVIOUS AREA IN SW GRANT =816 SF
PROJECT IIAOOf1E WED.
Gant Ave. 12575 — ----
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ALL SS LATERALS TO BE 4" PVC D-3034 0 M1 W� o i;
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NO, 32000
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