HomeMy WebLinkAboutSWP2702266.2N
N
N
SURVEY CONTROL DATA
POINT
NORTHING
EASTING
ELEVATION
NO.
(FT)
(FT)
(FT)
DESCRIPTION
CITY
OF RENTON SURVEY
CONTROL NETWORK POINTS
159
415.95
A 1-1/2"
FLAT BRASS DISC WITH A PUNCH MARK ON A 4"x4"
CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE
AT THE
INTERSECTION OF NE 12TH ST. & UNION AVE N.E.
806
185,003.436
1,311,367.817
A 2"
DISC WITH PUNCH MARK ON A 4"x4" CONCRETE MONUMENT
CASE
AT INTERSECTION OF NE 10TH ST & UNION AVE NE
1848
1183 691 .463
1,311,377.397
41 1 .28
A 1-1/2"
-- -- ----- - -- --- ---- ----- -
FLAT BRASS DISC WITH A PUNCH MARK ON A 4"x4" CONCRETE
POST
MONUMENT DOWN 0.4' IN A MONUMENT CASE AT THE
INTERSECTION
OF NE 8TH COURT & UNION AVE NE
1894
186,648.380
1,311,364.044
A 6"
MONUMENT CASE AT INTERSECTION OF NE SUNSET BLVD & UNION AVE NE
CH2M HILL SURVEY CONTROL POINTS
121
184,980.197
1 ,312,246.650
409.73
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
122
184,974.237
1 ,312,481 .582
410.57
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
123 185,646.293 1,312,553.230 414.92
124
185,701 .699
1 ,31 1 ,995.147
411.39
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
125 185,900.547 1,312,015.538 406.94
126
186,097.894
1,312,017.915
399.06
"PK"
NAIL IN PAVEMENT AT LOCATION SHOWN ON MAP
127
186,566.344
1,312,040.658
397.17
"PK"
NAIL IN CURB AT LOCATION SHOWN ON MAP
128
186,549.580
1,311,392.169
395.20
"PK"
NAIL IN CURB AT LOCATION SHOWN ON MAP
TBM 1
417.67
FIRE
HYDRANT AT NE 1 1 TH ST & ANACORTES AVE, WEST BOLT
TBM2
414.40
j FIRE
HYDRANT AT NORTHEAST CORNER OF WHITMAN AVE NE & NE 11TH ST, NORTH BOLT
-
TBM3
-
419.07
i "PK"
-- - - --
NAIL IN ASPHALT, 15' EAST DRIVEWAY @ HOUSE � "Y" @ NE 1 1 TH PLACE
-
TBM4
402.57
FIRE
-4100,
- - -
HYDRANT #348 TOP BOLT, AT ENT OF WHITMAN COURT N.
TBM5
397.65
NORTHWEST BOLT OF LIGHT POLE NEXT TO SURVEY CONTROL POINT 127.
LEGEND
ABBREVIATIONS
GENERAL NOTES
EXISTING PROPOSED
ABND
ABANDONED
1 .
CALL UNDERGROUND UTILITY LOCATE SERVICE
ACP
ASPHALT CONCRETE
AT TELEPHONE NUMBER 1-800-424-5555 A
❑
CATCH BASIN TYPE I
PAVEMENT
MINIMUM OF TWO BUSINESS DAYS PRIOR TO
BOT
BOTTOM
ANY EXCAVATION.
CB
CATCH BASIN
O❑
CATCH BASIN TYPE 2
CL
CLASS
2.
ELEVATIONS ARE TO NATIONAL ADJUSTED VERTICAL
CENTERLINE
DATUM (NAVD) 1988. TO OBTAIN ELEVATIONS TO
CSBC
CRUSHED SURFACING
OTHER DATUMS: NATIONAL GEODETIC VERTICAL
SANITARY SEWER MANHOLE
BASE COURSE
DATUM 1929 - SUBTRACT 3.58 FEET
DIP
DUCTILE IRON PIPE
DWG
DRAWING
3.
COORDINATES ARE TO HORIZONTAL NATIONAL ADJUSTED
POWER POLE
E
EAST, EASTING
DATUM 1983/1991
'-'
EXIST, EX, EXST
EXISTING
FT
FOOT
4.
EXISTING UTILITIES SHOWN ARE TAKEN FROM EXISTING
FH
FIRE HYDRANT
RECORDS AND OTHER SOURCES. THE INFORMATION
FIRE HYDRANT
GV
GAS VALVE
IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY.
G
GAS
THERE MAY BE DISCREPANCIES AND OMISSIONS.
VALVE
CPEP
CORRUGATED
POLYETHYLENE PIPE
5.
ALL CALLOUTS AND NOTES ARE DIRECTED TO CONTRACTOR
EST
ESTIMATE
UNLESS SPECIFICALLY STATED OTHERWISE.
T
WATER METER
JB
LF
JUNCTION BOX
LINEAL FEET
6.
EXISTING TOPOGRAPHIC FEATURES SHOWN WERE PLOTTED
FROM MARCH 1997 FIELD SURVEY INFORMATION BY
LT
LEFT
CH2M HILL.
MH
MANHOLE
- - - -
CATCH BASIN TYPE I
N OR N.
NORTH, NORTHING
7.
HORIZONTAL DIMENSIONS ON PLAN AND PROFILE SHEETS
NE
NORTHEAST
TO PIPELINES, MANHOLES, AND OTHER FACILITIES, ARE TO
NGVD
NATIONAL GEODETIC
THE CENTERLINES OF THOSE FACILITIES UNLESS SPECIFICALLY
oo
RIP RAP OR QUARRY SPALLS
VERTICAL DATUM
NOTED OTHERWISE. PIPELINE LENGTHS ARE MEASURED
NTS
NOT TO SCALE
HORIZONTALLY.
RT
RIGHT
41 5-
CONTOUR
S
SOUTH
8.
OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND
-
SD
STORM DRAIN
OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE
SS
SANITARY SEWER
LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT,
%- -����-
FENCE LINE
SSS
SANITARY
POLE OR TOWER TO POLE OR TOWER. DETERMINE THE
SIDE SEWER
EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES
SSMH
SANITARY
CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER,
SEWER MANHOLE
TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND
NOTE:
STA
STATION
FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY
EXISTING PIPING AND SITE
FEATURES ARE SHOWN
SW
SOUTHWEST
LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH
LIGHT -LINED AND/OR SCREENED AND ARE NOTED
T
TELEPHONE
UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND
TYP
TYPICAL
TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT
AS EXISTING. NEW PIPING
AND SITE FEATURES
W
WEST
MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND
ARE SHOWN HEAVY -LINED.
WV
WATER VALVE
TO AVOID DISRUPTION OF SERVICE.
W
WATER
SECTION AND DETAIL
DESIGNATORS
SECTION (LETTER) OR
DETAIL (NUMBER)
DESIGNATION
SHEET NUMBER
(REPLACED M-2�
WITH A LINE
IF TAKEN AND
SHOWN ON
SAME SHEET)
Sw P -a7 • 2#66
ON DRAWING
WHERE SECTION OR
DETAIL IS TAKEN:
SHEET
NUMBER
WHERE
SHOWN
ON DRAWING
WHERE
SECTION OR
DETAIL
IS SHOWN:
SHEET
NUMBER(S)
WHERE
TAKEN
ORIGINAL PLANS STAMPED BY:
WYMAN REID ADAMS ON 5/27/03
PE #39578 EXPIRES: 4/25/04
o� Reid
H2MHILL
9. MANHOLES AND STRUCTURES ARE SHOWN ON PLAN AND PROFILE
DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES AND OTHER
STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED.
10. RIGHT-OF-WAY AND PROPERTY LINES SHOWN ARE
APPROXIMATE ONLY.
11. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING
CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED
OR TO BE ABANDONED).
12. THE ABBREVIATIONS AND SYMBOLS IN THESE PLANS SUPPLEMENT
OR MODIFY THOSE IN THE STANDARD SPECIFICATIONS.
13. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY
IN ACCORDANCE WITH SECTION 1 -07.1 6 OF THE WSDOT STANDARD
SPECIFICATIONS.
CH2M HILL
DESIGNED.
R. CHUNG
DP.#M
J. PRETS
aEa®:
R. ADAMS
NO. REVISION BY DATE APPR AL
T. PLATIN
NA
DIE MICR
AT FULL SCALE
F NOT ONE INIM
SCALE A00011DINMY
VERTICAL: NAND 19�
NOROMAL IND 1903 1991
DATUM
SITE MAP
SCALE: 1 "=100'
AS-BUILT
CITY OF
RENTON
Planning/Building/Public Works Dept.
RECOMMENDED
FOR APPROVAL
BY DANIEL CAREY 5/28Z03
RONALD STRAKA 5/28/03
BY
N.E. 10th STREET/ANACORTES AVE. N.E.
DETENTION POND AND STORM SYSTEM
IMPROVEMENT PROJECT
OVERALL SITE PLAN AND
LEGEND
MAY 2003
G-2
2 17
0
N
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