9930 SW MURDOCK STREET E--
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LEGEND
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SW MURDOCK 0
EXISTING SANITARY SEWER LINE SW MURIDUCK
IRON 2AR
EXISTING STORM DRAIN LINE BASIS OF BEARINGS N69.57-00 W 667.29' MEAFURED
EXISTING WATER LINF
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EXISTING SANITARY SEWER MANHOLE
H'UND
EXISTING CATCH BASIN
X/ 1700
V TL 1603
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Ir EXISTING STORM DRAIN MANHOLE
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EXISTING WATER VALVE I
EXISTING FIRE HYDRANT
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TAX LOTS 16OZ 1700, 170L AND 1702
STREET BARRICADE
PORTION
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TELEPHONE RISER RANGE I WEST, WHIANETFE NffiRIDIAN,
WELL - AS NOTED
My OF TICIART), WMHNGTON COMY, STATE OF OREGON
FENCE - AS NOTED m
SURFACE STORM WATER DRAINAGE
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ABBREVIATIONS
AC ASPHALT CONCRETE PC POINT OF CURVATURE
ACP ASBESTOS CEMENT PIPE PCC POINT OF COMPOUND CURVATURE' -SIMET INDEX
AB AGGREGATE BASE PI POINT OF INTERSECTION
BCR BEGIN CURB RETURN PROPERTY LINE CITY OF TIGA.0
BENCH MARK t,.?�4 .,!7 -�....�1�.3:........4
B W, PRC POINT OF REVERSE CURVATURE Approved ......... 7 1 ITME SHEET
BVC BEGIN VERTICAL. CURVE:' PT POINT OF TANGENCY ......... .. CONTROL NOM
CIP CAST IRON PIPE f-W�n 2 CONMUCMON & EROSION
PVC POLY--VINYL _^HLORIDE
ci CONTROL -JOINT ;�'Flfln" Zrz
. iP;
R RADIUS 3 STORM DRANWE PLAN
CL CLASS RCP REINFORCEC CONCRETE PIPENaw........... ..................... ..
-,q... 4 DLrrAEL SHELrr
CENTERLINE R/W RIGHT-OF-WAY ]!Z........
CMP CORRUGATED METAL PIPE job
S SEWER
CMU CONCRETE MASONRY UNIT SD STORM DRAIN Oaks:
CO CLEANOUT SL SEWER LATERAL
DISV CABLE TELEVISION STA STATION
DROP INLET STD. DTL. STANDARD DETAIL r Y5
DIP 1 9
DUCTILE IRON PIPE T TELEPHONE 7 4.�,
E ELECTRICAL TB THRUST BLOCK e)
ECR END CURB RETURN TC TOP OF CURB
EJ EXPANSION JOINT TCN TOP OF CONCRETE
EL ELEVATION TD TOP OF DIKE
EVC END VERTICAL CURVE TF TOP OF FOOTING
EX EXISTING TG TOP OF GRATE
FF FINISH FLOOR TI TRAFFIC INDEX
FG FINISH GRADE TL TRAFFIC LIGHT
FH FIRE HYDRANT TP TOP OF PAVEMENT
FL FLOWLINE TYP, TYPICAL LOCATES (48 HOURS NOTICE REQUIRED PRIOR TO EXCAVATION
FLG FLANGE TW TOP OF WALL
C GAS VCP VITRIFIED CLAY PIPE
GM GAS METER VPI VERTICAL POINT OF INTERSECTION -UMI"ILY COMPANEES ONE CALL SYSTEM (503) 246-W ORE
GB GRADE BREAK (AT&T BROADBAND; CITY OF TIGARD WATER �E YAG
GSP GALVANIZED STEEL PIPE W WATER CrTY OF TMARII) L" 639-4M SANITARY SEWER & STORM DRAIN; NW NATURAL GAS,
IIF HIGH POINT wM WATER METER PORTLAND GENERAL ELECTRIC; SPRINT;
L CURVE LENGTH WV WATER VALVE CRY OF TKIAM WAITR I" 639-L54 (WEST; VERIZON, ETC.)
Z� DELTA (CURVE CENTRAL ANGLE)
LF LINEAL FEET CLEAN WATER SERVICES 00648-80 0
MH MANHOLE APPROXIMATELY 4ECEIVEE
(�(
MJ MECHANICAL JOINT % PERCENT NORTHWEST NATURAL GAS ($M) 226,431
N 1.C. NOT INCLUDED IN CONTRACT < LESS THAN SEP 10 -�00 I
> GREATER THAN
OCF.W ON CENTER EACH WAY MRTLAND GENER& ELFjCTW 4WM REEARENEWENCO CITY OF TIGAHD
VERMON (50 605-4110 332- 110ILDING DIV ISION
TUAIAIIN VMJXY ME & RESCM M 649-M AT&T BROADBAND 503) 605-4800 Murdock Str. 9930
PL.M2003-00478
CITY OF TIGARD L.00ATES 503 639-4171 1 of 2
aff OF nGAW FWCE DEPT 62"11 CLEAN WATER SERVICES 503 846--5220 JR (503) 846-5221
LLJ
BENCHMARK 1jJ L,_
NORTHWEST NATURAL GAS 800 882-3377 1- T� qq
PORTLAND GENERAL ELECTRIC 800 542--8818 U)
CITY OF TIGARD BENCHMARK NO. 177, ELEVATION = 257.06 DESCRIBED AS FOLLOWS: VERIZON (800) 483---2000 OFFICF c y PROJECT RYAN STORM
BRAfc-,' DISC IN THE CURB AT THE SOUTH END OF CURB RETURN AT THE CONTRACTOR, IN LOCATION AND PROTECTING UNDERGROUND UTILITIES,
MUST COMPLY WITH THE REGULATIONS OF O.R.S. 952-001 --010 THROUGH OAR NO 012-001
INTERSECTION OF SAT`TLER STREET AND SW 9M AVENUE, IN FRONT OF FW HYDRANT.
952-001 --0090. TYPE CONSTRUCTION
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1 CONSTRUCT PVC D-3034 STORM DRAIN PIPE WHERE SHOWN
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'�/ CONSTRUCT AREA DRAIN PER DETAIL SHEET 4. r0'� A�4Q � F � \ 0 Cn p x II
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3 CONSTRUCT DITCH INLET PER C.W.S. DETAIL 250, SHEET 4.
04 CONSTRUCT CLEANOUT PER C.W.S. DETAIL 150, SHEET 4. —
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O ALL RIM ELEVATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL I \ ! Ln
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ADJUST ALL RIM ELEVATIONS TO FINISH GRADE, TYPICAL. I I i ` \ I 6
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