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S.E. 114,
SEC® 5, T. 23 N., ®, 05 j
VERTICAL DATUM NOTE:
ALL CONTOUR ELEVATIONS IN THIS DRAWING WERE BASED ON THE RIM OF SANITARY SEWER MANHOLE N0. '19 PER CITY OF RENTON
AT THE INTERSECTION OF NE 16TH STREET AND MONTEREY COURT NE, ELEVATION = 300.78 PER CITY OF RENTON AS- BUILTS,
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SHEET 9 OF 12, DATED: 4 -1 -70.
THE VERTICAL USED BY THE CITY OF RENTON FOR THE CONSTRUCTION OF THE SANITARY SEWER LINE TO THE NORTHERN PORTION OF
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TO BE INSTALLED BY THE CITY OF RENTON MID FEBR ARY 2002
REQUIRES 15' UTILITY EASEMENT AND 15' TEMP. CON TRUCTION EASEMENT
THIS SITE IS BASED UPON NAVD 1988 WHICH INDICATES THAT THE ELEVATION FOR THE ABOVE MENTIONED SANITARY SEWER RIM
IS 304.54. CONTRACTOR IS TO BE AWARE THAT THE VERTICAL DATUM FOR THIS PLAN SET NEEDS TO BE ADJUSTED TO CONFORM
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WITH NAVD 1988 WHEN THE AS- BUILTS ARE PREPARED FOR SUBMITTAL TO THE CITY OF RENTON.
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MH #2 -5'= WEST OF CL
MH #3 -5't WEST OF CL
NEW 48" MH
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280 m
SEE NOTE 6 ON THIS SHEET NEW 48" MH
, SEE NOTE 6 ON THIS SHEET
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SANITARY SEWER NOTES:
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1. SS LINE DISTANCES AND SLOPES SHOWN ON THESE PLANS
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ARE FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE.
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2. OFFSET DISTANCES AS SHOWN ON THESE PLANS FOR THE INDIVIDUAL LOT
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& UTILITIES
SANITARY SEWER STUBS ARE DETERMINED FROM THE EASEMENT CENTER
INVERTS ARE CALCULATED USING A SLOPE OF
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10' INGRESS EGRESS
EASEMENT - ACCESS PARCEL n334390- 1850 -09
LINE STATIONING. MINIMUM
2% FROM THE SEWER MAIN LINE. ACTUAL LOT INVERT CAN BE HIGHER,
20' INGRESS EGRESS & UTIL
BUT A 0.5' MIN. CLEARANCE BETWEEN THE SEWER STUBS AND THE WATER LINE,
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ESM'T- ACCESS FOR LOT 3
0850
AND THE STORM LINE IS TO BE MAINTAINED.
3. ALL TRENCHING AND STREET OVERLAYS SHALL BE PER THE CURRENT CITY OF
15 UTILITY EASEMENT
RENTON TRENCH RATION AND STREET OVERLAY REQUIREMENTS.
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4. SANITARY SEWER STUBS FOR LOTS 1 & 2 ARE EXISTING STUBS. THE INFORMATION PROVIDED
15' BSBL FOR STORY
ON THIS SHEET, FOR THE SSSs FOR LOTS 1 & 2, WAS TAKEN FROM THE CITY OF RENTON'S
SANITARY SEWER AS BUILT PLANS, SHEET 6 OF 12, DATE 4 -1 -70.
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UTIL. EASEMENT
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5. CONTRACTOR SHALL POTHOLE EXISTING UTILITIES PRIOR TO CONSTRUCTION TO
CONTRACTOR TO CONTACT
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I PROP 8" SS LINE' (SEE NOTE 6 THIS SHEET) pgVEM
VERIFY HORIZONTAL AND VERTICAL LOCATIONS.
ENGINEER CONCERNING ANY POTENTIAL CONFLICTS.
238 LF OF 8" PVC
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6. THESE SS MHS AND SS MAIN LINE ARE PLACED ON THIS PLAN SHEET FOR REFERENCE ONLY.
CONTRACTOR TO REFERENCE CITY OF RENTON'S PROJECT # S -2939 SHEET 3 FOR ACTUAL LOCATIONS & LENGTHS.
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151' 15' ° 75.3 0`. s o��
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7. DEMOLITION OF THE GARAGE ON PROPOSED LOT 3 SHALL BE COMPLETED BY THE OWNER PRIOR TO
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THE INSTALLATION OF THE SANITARY SEWER LINE BY THE CITY OF RENTON,
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R MOVE 15' TEMP CONST.
8. THE APPLICANT /OWNER SHALL SUBMIT EASEMENT DOCUMENTS FOR REVIEW & APPROVAL FOR THE INSTALLATION
THE SANITARY SEWER LINE ALONG THE NORTHERN PORTION OF THE SITE AS SOON AS POSSIBLE.
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EX. SSS NE 16TH ST o
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AVOID CU NG UNDERGROUND NOTE: RECOMMENDED
UnuTT ONES. IVS COSn_r. fOR APPROVAL
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
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SEE NOTE 4 THIS SEE SHEET 2 FOR „� �;
IT SHALL BE: THE CONTRACTOR'S RESPONSIBILITY DETERMINE THE
■ aII EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER — BY ,
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FRONTAGE IMPROVEMENTS STA 22 +26.9 3.7' LT
.GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION, NO
before yoU REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN 8 J$TE ?� •'�
HEREON. THE ENGINEER RESPONSIBILITY FOR UTILITIES SS�O!YAL •���\
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HYDRANT TO REMAIN WITHIN PLANTER STRIP
OT SHOWN ER
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CALL BEFORE You DIG: i- Boo- aza -ssss
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SEE WATER DESIGN.
UNDERGROUND SERVICE (USA) - EXPIRES 5 -13 -07
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