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SSMH #1
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LOT 3 AS DELINEATED ON CITY OF RENTON SHORT
CITY OF RENTON DATUM
PUT NO. 014 -81, RECORDED UNDER KING COUNTY
RECORDING NO. 8105209001 BONG A PORTION
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CITY OF RENTON CONTROL POINTS
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KING COUNTY METRO MH #R18 -16
VERTICAL DATUM
(FROM AS— BUILTS)
NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK
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CITY iOF RENTON, -KING COUNTY, WASHMTON
EXISTING SHUR -GUARD MINI — STORAGE
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BENCHMARK
SSMH #1
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LOT 3 AS DELINEATED ON CITY OF RENTON SHORT
CITY OF RENTON DATUM
PUT NO. 014 -81, RECORDED UNDER KING COUNTY
RECORDING NO. 8105209001 BONG A PORTION
RIM= 21.00±
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 30, TOWNSHIP 23 NORTH
CITY OF RENTON CONTROL POINTS
REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON
IE= LOWER14.47± (W 8" EX. STUB)
BASIS OF BEARINGS
BETVE_,: '!4E FOUND MONUMENTS LOCATED ON THE
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Aj DODDS: BOA
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OF BEARINGS) AS SHOWN
KING COUNTY METRO MH #R18 -16
VERTICAL DATUM
(FROM AS— BUILTS)
NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK
SITE BENCHMARK
ggg
DESC: FOUND A CONCRETE MONUMENT IN A
5.2' EAST OF EXISTING CATCH BASIN
ELEV -22.71
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MONUMENT CASE AT THE INTERSECTION OF
SUNSET BLVD. S.E. AND DUVALL. AVENUE =�
IE =8.18 (S 12" EX.) 1
INSTALL OUTSIDE DROP PER C3.1
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MON: CONCRETE MON IN CASE
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N 12172.26
E 10198.00
COORDINATES: 93 -1983 M.
NORTHING: 57084.7898
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EASTNG: 40322.538
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ELEVATION: 1988 M: 124.779
m
Q DODDS: Elm
DESC: FOUND A 2 —INCH FIAT DISC WITH NO PUNCH
MARK ON A 4'x4' CONCRETE POST
MONUMENT DOWN 0.4' IN A MONUMENT CASE
AT THE CONSTRUCTED INTERSECTION OF N.E.
20TH PLACE AND DUVALL AVENUE N.E. THIS
MARK IS AN ALTERNATE TO THE CENTER OF
3 -23 -5E
MON: 2- BRASS DISC W /NO PUNCH ON CONIC MON,
IN CASE, DN.0.4'
COORDINATES: 94 -1983 M.
NORTHING: 57513.0773
FASTING: 400359.4485
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ELEVATION: 1988 M: 129.971
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BENCHMARK
SSMH #1
LEGAL DESCRIPTION
(FROM SURVEY)
LOT 3 AS DELINEATED ON CITY OF RENTON SHORT
CITY OF RENTON DATUM
PUT NO. 014 -81, RECORDED UNDER KING COUNTY
RECORDING NO. 8105209001 BONG A PORTION
RIM= 21.00±
OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
QUARTER OF SECTION 30, TOWNSHIP 23 NORTH
IE= UPPER18.00±
REANGE 5 EAST. W.M. IN KING COUNTY WASHINGTON
IE= LOWER14.47± (W 8" EX. STUB)
BASIS OF BEARINGS
BETVE_,: '!4E FOUND MONUMENTS LOCATED ON THE
IE= 13.35± (S 12" EX.) 1
CENIERUNE OF THE EAST VALLEY HIGHWAY ON A
BEARING OF S 051'19' E (PER SHORT PLAT BASIS
0e2uM
OF BEARINGS) AS SHOWN
KING COUNTY METRO MH #R18 -16
VERTICAL DATUM
(FROM AS— BUILTS)
NAVD 1988. PER CITY OF RENTON SURVEY CONTROL NETWORK
SITE BENCHMARK
PK NAIL IN SEAM OF CONCRETE SIDEWALK:
5.2' EAST OF EXISTING CATCH BASIN
ELEV -22.71
UTILITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THE LOCATION, DIMENSION AND
DEPTH OF ALL EXISTING UTILITIES WHETHER
SHOWN ON THESE PLANS OR NOT BY POT
HOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERTICAL LOCATION PRIOR
TO CONSTRUCTION. THIS SHALL INCLUDE,
CALLING UTILITY LOCATE AT 1 -800- 424 -5555
AND THEN POT HOLING ALL UTILITIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO
PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES
AS SHOWN ON THESE PLANS ARE BASED
UPON THE UNVERIFIED PUBLIC INFORMATION
AND ARE SUBJECT TO VARIATION. IF
CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT AHBL, INC TO RESOLVE ALL
PROBLEMS PRIOR TO PROCEEDING WITH
CONSTRUCTION.
GENERAL NOTES
1. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE
NOTED. SEE MECHANICAL PLANS FOR HORIZONTAL AND
VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING.
2. SEE BEDDING AND 1 BACKFILL DETAIL C21 SEE DETAIL C4 _ FOR
BEDDING AND BACKFILL PIPE IN
TRENCHES FOR FLEXIBLE PAVEMENT RESTORATION.
3. SEE CIVIL SHEET C3.1 FOR NOTES AND DETAILS.
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES
AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS
FROM THAT SHOWN ON THE PLAN.
5. SEE DETAIL C61 FOR SEWER CLEAN OUTS.
CALL 48 HOURS
BEFORE YOU DIG
1- 800 - 424 -5555
O1
SSMH #1
(FROM SURVEY)
CITY OF RENTON DATUM
RIM= 21.00±
IE= UPPER18.00±
IE= LOWER14.47± (W 8" EX. STUB)
IE= 13.35± (S 12" EX.) 1
INSTALL OUTSIDE DROP PER C3.1
KING COUNTY METRO MH #R18 -16
(FROM AS— BUILTS)
KING CO. METRO DATUM
RIM = 15.83±
IE UPPER = 12.83±
IE LOWER =9.92 (W 8" EX. STUB)
IE =8.18 (S 12" EX.) 1
INSTALL OUTSIDE DROP PER C3.1
O2
SSCO #2
N 12172.26
E 10198.00
IE =21.00 (E,W)
REIMAENDED CHECKED FOR COMPLIANCE
/ TO CITY STANDARDS
DATE
DATE
DATE
( EXPIRES 0121103
REUSE OF DOCUMENTS
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