snook grove
MTE NG IN ET
G.N
IN
R EE
CLAGGETT NEIGHBORHOOD PARK
FIRE STA.
CLAGGETT
CREEK
PARK
M
TE
NG EE
RI
NG .N
ET
0'
30' 1 INCH
EXIST. PROP.
EXIST. PROP. MANHOLE STORM DRAIN
CATCH BASIN CLEANOUT
2' DIA. C.O. / M.H.
CATCH BASIN INLET
MANHOLE TELEPHONE
CATV PED. / BOX
MANHOLE WATER
CLEANOUT
REDUCER / INCREASER
ELEC. PED. / BOX
TEL. PED. / BOX
FIRE HYDRANT
TRAFFIC PED. / BOX
GAS LOCATION MARKER
UTILITY / POWER POLE
GAS VALVE
WATER METER
MAIL BOX
WATER VALVE
CABLE TELEVISION CENTERLINE DITCH C.L. ELECTRICAL LINE GAS MAIN TELEPHONE LINE
SANITARY SEWER EXIST. SANITARY SEWER PROP. STORM DRAIN EXIST. STORM DRAIN PROP. WATER MAIN EXIST. WATER MAIN PROP.
NOT FOR CONSTRUCTION UNLESS STAMPED APPROVED HERE ED PROFES TER GI NEER SI EN
AL ON
MANHOLE SAN. SEWER
CATCH BASIN
9654 OREGON
UL 78 Y A 14, 19
M
BLOW OFF ASSY.
Design: M.D.G. Drawn: D.G.G. Checked: J.J.G. Date: JAN. 2018 Scale: AS SHOWN
SYMBOLS
REG IS
LIGHT POLE METER, MAIN MANHOLE METAL OVERHEAD POINT OF CURVE POINT OF CONTINUING CURVE PEDESTAL POINT OF REVERSE CURVE PROPOSED POINT OF TANGENCY PUBLIC PUBLIC UTILITY EASMT. POLYVINYL CHLORIDE PRIVATE POWER POLE PROPERTY LINE RADIUS RIM ROOF DRAIN RIGHT-OF-WAY SANITARY SEWER SLOPE STATION STANDARD STEEL STORM DRAIN SERVICE SIDEWALK TOP OF CURB TELEPHONE TYPICAL UNDERGROUND VAULT WATER MAIN
NO CHANGES, MODIFICATIONS OR REPRODUCTIONS TO BE MADE TO THESE DRAWINGS WITHOUT WRITTEN AUTHORIZATION FROM THE DESIGN ENGINEER.
L.P. M M.H. MTL. O.H. PC PCC PED. PRC PROP. PT PUB. PUE PVC PVT. P.P. P.L. R RRD R.O.W. SAN.S. or S.S. S STA. STD. STL. STM.DRN. or S.D. SVC. SW T.C. TEL. TYP. U.G. VLT. W.M.
P1-COV
ASPHALTIC CONCRETE ALUMINIZED CMP ASSEMBLY BLOW OFF BUTTERFLY VALVE CURB & GUTTER CABLE TELEVISION CATCH BASIN CATCH BASIN CLEANOUT CATCH BASIN INLET CENTERLINE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONSTRUCT DUCTILE IRON DIAMETER DRAWING EASEMENT EXIST. GRADE / GROUND EDGE OF PAVEMENT ELECTRIC ELEVATION EXISTING FEET FINISH FLOOR FINISH GRADE FIRE HYDRANT FORCE MAIN GUTTER GATE VALVE IMPROVEMENT INSERT INVERT LENGTH, LINE
6621p
A.C. ACMP ASSY. B.O. B.F.V. C&G CATV C.B. C.B.C.O. C.B.I. C.L. CMP C.O. CONC. CONST. D.I. DIA. DWG EASMT. E.G. EOP, E.P. ELEC. ELEV. or EL. EX. or EXIST. FT. F.F. F.G. F.H. F.M. GUT. or GTR. G.V. IMP. INST. INV. or IL
J
J:\6600-6699\6621-SnookGrove\Dwg v18\6621p.dwg, P1-COV, 2/15/2018 11:11:33 AM, DGuile
ABBREVIATIONS
MULTI/TECH ENGINEERING EXEMPT FROM LIABILITY IF NOT STAMPED APPROVED
SCALE: 1" = 30'
RK D RE N .G
EXPIRES: 06-30-2019 JOB # 6621
1/2
----
IN
1155 13th ST. S.E. SALEM, OR. 973 PH. (503) 363 - 9227 FAX (503) 364-1 www.mtengineering.net office@mtengineering
SNOOK GROVE
VICINITY MAP
----
P.O. BOX 5248 SALEM, OREGON 97304
As-Built:
TRADEMARK ENTERPRISES, LLC
SANITARY SEWER MANHOLE RIM AT THE INTERSECTION OF CLAGGET ST. & KENSINGTON CT. BASED ON GPS DATA FROM WOODBURN CORS "DE6433" (NAVD 29)
Z
Developer:
DIMENSIONS & NOTES TAKE PRECEDENCE OVER GRAPHICAL REPRESENTATION.
T.B.M. 123.63
McNARY HIGH SCHOOL
PRELIMINARY PLAN
8205 90TH AVE. VERO BEACH, FL 32967
SEC. 35, T. 6 S., R. 3 W., W.M. CITY OF KEIZER MARION COUNTY, OREGON
SITE
STEPHEN & DIANE MEYER
ENGINEERING SERVICES, IN
MULTI TECH
SNOOK GROVE
Owner:
G.N
IN
R EE
CLAGGETT NEIGHBORHOOD PARK
FIRE STA.
CLAGGETT
CREEK
PARK
M
TE
NG EE
RI
NG .N
ET
0'
30' 1 INCH
EXIST. PROP.
EXIST. PROP. MANHOLE STORM DRAIN
CATCH BASIN CLEANOUT
2' DIA. C.O. / M.H.
CATCH BASIN INLET
MANHOLE TELEPHONE
CATV PED. / BOX
MANHOLE WATER
CLEANOUT
REDUCER / INCREASER
ELEC. PED. / BOX
TEL. PED. / BOX
FIRE HYDRANT
TRAFFIC PED. / BOX
GAS LOCATION MARKER
UTILITY / POWER POLE
GAS VALVE
WATER METER
MAIL BOX
WATER VALVE
CABLE TELEVISION CENTERLINE DITCH C.L. ELECTRICAL LINE GAS MAIN TELEPHONE LINE
SANITARY SEWER EXIST. SANITARY SEWER PROP. STORM DRAIN EXIST. STORM DRAIN PROP. WATER MAIN EXIST. WATER MAIN PROP.
NOT FOR CONSTRUCTION UNLESS STAMPED APPROVED HERE ED PROFES TER GI NEER SI EN
AL ON
MANHOLE SAN. SEWER
CATCH BASIN
9654 OREGON
UL 78 Y A 14, 19
M
BLOW OFF ASSY.
Design: M.D.G. Drawn: D.G.G. Checked: J.J.G. Date: JAN. 2018 Scale: AS SHOWN
SYMBOLS
REG IS
LIGHT POLE METER, MAIN MANHOLE METAL OVERHEAD POINT OF CURVE POINT OF CONTINUING CURVE PEDESTAL POINT OF REVERSE CURVE PROPOSED POINT OF TANGENCY PUBLIC PUBLIC UTILITY EASMT. POLYVINYL CHLORIDE PRIVATE POWER POLE PROPERTY LINE RADIUS RIM ROOF DRAIN RIGHT-OF-WAY SANITARY SEWER SLOPE STATION STANDARD STEEL STORM DRAIN SERVICE SIDEWALK TOP OF CURB TELEPHONE TYPICAL UNDERGROUND VAULT WATER MAIN
NO CHANGES, MODIFICATIONS OR REPRODUCTIONS TO BE MADE TO THESE DRAWINGS WITHOUT WRITTEN AUTHORIZATION FROM THE DESIGN ENGINEER.
L.P. M M.H. MTL. O.H. PC PCC PED. PRC PROP. PT PUB. PUE PVC PVT. P.P. P.L. R RRD R.O.W. SAN.S. or S.S. S STA. STD. STL. STM.DRN. or S.D. SVC. SW T.C. TEL. TYP. U.G. VLT. W.M.
P1-COV
ASPHALTIC CONCRETE ALUMINIZED CMP ASSEMBLY BLOW OFF BUTTERFLY VALVE CURB & GUTTER CABLE TELEVISION CATCH BASIN CATCH BASIN CLEANOUT CATCH BASIN INLET CENTERLINE CORRUGATED METAL PIPE CLEANOUT CONCRETE CONSTRUCT DUCTILE IRON DIAMETER DRAWING EASEMENT EXIST. GRADE / GROUND EDGE OF PAVEMENT ELECTRIC ELEVATION EXISTING FEET FINISH FLOOR FINISH GRADE FIRE HYDRANT FORCE MAIN GUTTER GATE VALVE IMPROVEMENT INSERT INVERT LENGTH, LINE
6621p
A.C. ACMP ASSY. B.O. B.F.V. C&G CATV C.B. C.B.C.O. C.B.I. C.L. CMP C.O. CONC. CONST. D.I. DIA. DWG EASMT. E.G. EOP, E.P. ELEC. ELEV. or EL. EX. or EXIST. FT. F.F. F.G. F.H. F.M. GUT. or GTR. G.V. IMP. INST. INV. or IL
J
J:\6600-6699\6621-SnookGrove\Dwg v18\6621p.dwg, P1-COV, 2/15/2018 11:11:33 AM, DGuile
ABBREVIATIONS
MULTI/TECH ENGINEERING EXEMPT FROM LIABILITY IF NOT STAMPED APPROVED
SCALE: 1" = 30'
RK D RE N .G
EXPIRES: 06-30-2019 JOB # 6621
1/2
----
IN
1155 13th ST. S.E. SALEM, OR. 973 PH. (503) 363 - 9227 FAX (503) 364-1 www.mtengineering.net office@mtengineering
SNOOK GROVE
VICINITY MAP
----
P.O. BOX 5248 SALEM, OREGON 97304
As-Built:
TRADEMARK ENTERPRISES, LLC
SANITARY SEWER MANHOLE RIM AT THE INTERSECTION OF CLAGGET ST. & KENSINGTON CT. BASED ON GPS DATA FROM WOODBURN CORS "DE6433" (NAVD 29)
Z
Developer:
DIMENSIONS & NOTES TAKE PRECEDENCE OVER GRAPHICAL REPRESENTATION.
T.B.M. 123.63
McNARY HIGH SCHOOL
PRELIMINARY PLAN
8205 90TH AVE. VERO BEACH, FL 32967
SEC. 35, T. 6 S., R. 3 W., W.M. CITY OF KEIZER MARION COUNTY, OREGON
SITE
STEPHEN & DIANE MEYER
ENGINEERING SERVICES, IN
MULTI TECH
SNOOK GROVE
Owner:
