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NE 1/4 SECTION 23, TOWNSHIP 23 N. RANGE 5 E. W.M.
ALPINE NURSERY
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FROM CS 13
0 12, TYPE I
RIM �3]223
TO CB 11
6" 1Ed69.46-(S£) IN JOAN
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102.08X
12" LCP£ ®654➢4 Pit
CB IIA TYPE -48"
W/ ROUND SOLID LOCKING LID
RIM 372 53 (AB)
12" I£369.99 (SE) INJ6&76
12" 1£d6&BeUP) IN 36&]8
" IT 368.--Q _(W) 0UTJ66.78
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D.R. STRONG
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- � ENGINEERS PLANNERS SURVEYORS
1 6207THAVENUE KIRKLAND, WA 9&133 NO.
042562]3033 F425,%?72423
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NAND 88, PER CITY OF RENTON VERTICAL CONTROL.
HORIZONTAL DATUM:
HAD 1983/91 PER CITY OF RENTON MONUMENTS
BENCHMARK:
I. CITY OF RENTON CONTROL POINT N0. 2127. FOUND PUNCHED 1-1/2" BRASS DISK IN CONCRETE MONUMENT DOWN 0.8
IN MONUMENT CASE AT THE INTERSECTION OF THE CENTERLINE OF 1487H PLACE SE AND SE. 142ND STREET, ELE✓A DON
= 363,697 FEET.
2. CITY OF RENTON CONTROL POINT NO. 1852: FOUND PUNCHED 3" BRASS SURFACE DISK AT THE INTERSECTION OF THE
CENTERLINE OF NE 4TH STREET AND 1487H AVENUE SE, ELEVATION = 454.769 FEET.
U7ILITY CROSSING NOTE.'
OUTILITY CROSSING, REFER TO C42 FOR DETAILS
CATCH BASIN NOTE
IF DURING CONSTRUCRON, IT IS FOUND THAT PIPE ANGLES REQUIRE ROTATION OF RIE TYPE I CB AND MISALIGNMENT
WH THE CURB, RIE CITY MLL REWIRE REMOVAL AND REPLACEMENT OF TYPE I CB WITH LARGER STRUCTURE AND
ADEQUATE KNOCKOUT.
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REVISION BY DATE APPR P"aE '�"""°"°"'a'
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21RCITY OF
RENTON
Planning/Building/Public Warks Dept.
FAX I9121m►Lei 31AWA
ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A"
U15007366
DRS PROJECT NO. 14069
Date:-
Date:-
Date:-
Date,-
09.28.15
ate:Date:Date:Date:
09.28.15
C22
R-390040
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FAX I9121m►Lei 31AWA
ROAD AND STORM DRAINAGE PLAN & PROFILE - ROAD "A"
U15007366
DRS PROJECT NO. 14069
Date:-
Date:-
Date:-
Date,-
09.28.15
ate:Date:Date:Date:
09.28.15
C22
R-390040