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PORTION OF THE S.E. 114, S.E. 114, SECTION 4, TOWNSHIP
qi (� - - -- a - - -- IF r WER I 422 r - -_1 VR I �\ \
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1416 - - -_ -1F
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I.E. 6" W= 421.16 V I \ 18!0
[7.E 6" S= 44128421.56 I 1 AD =423.5 PA\ 3.0 1
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STA. -O 5+72 9.46+3 +67.4
ALIGNMENT: NE 14TH PL i I i CB #9
RIM ELEV = #24:56424.18 - ------- -_ I � 1___ SEE -SM
I.E. 6° N =49"9- 421.18 - - - - - -1424
I.E. 6" S= 421.00 421.18 - - - -- -- r
I.E. 12" E =426:58 420.68 - - -- - "
ESMT. \ a y
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I.E. 6" 422.39
I.E. 6' W2.B8422.39
I.E. 6 N-4 422 .39,
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AS BUILT INFORMATION ADDED
i BY GEODIMENSIONS, INC.
EE S SHEET C12
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ALIGNMA�ENT: ��D^���(ppp�
RIM ELEV 23.37
4E
I.E. 12" SE 419.62 r' \ m I
W�419.41
E_12"N= 419.41 426' -
-1C LLL
STA. 1 52.63 (,14TH
4STA. 13+31.21 (RE 0 )I
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l PAD =428.0 1
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t - - - - -- �. I \ \I PAD =427.5 1 11 1 ' 1 � I A ' O
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SCALE: HORIZONTAL 1' - 20
VERTICAL IN - 5'
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1
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I.E. d'-N-421.18 4 21.66
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ALIGNMENT: NE 14TH PL i I i CB #9
RIM ELEV = #24:56424.18 - ------- -_ I � 1___ SEE -SM
I.E. 6° N =49"9- 421.18 - - - - - -1424
I.E. 6" S= 421.00 421.18 - - - -- -- r
I.E. 12" E =426:58 420.68 - - -- - "
ESMT. \ a y
\ r
YD#5, TYPE 45)
I.E. 6" 422.39
I.E. 6' W2.B8422.39
I.E. 6 N-4 422 .39,
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EE S SHEET C12
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ALIGNMA�ENT: ��D^���(ppp�
RIM ELEV 23.37
4E
I.E. 12" SE 419.62 r' \ m I
W�419.41
E_12"N= 419.41 426' -
-1C LLL
STA. 1 52.63 (,14TH
4STA. 13+31.21 (RE 0 )I
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l PAD =428.0 1
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SCALE: HORIZONTAL 1' - 20
VERTICAL IN - 5'
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ISSUE DATE:
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.+ o .....
423 37
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PORTION OF THE S.E. 114, S.E. 114, SECTION 4, TOWNSHIP
qi (� - - -- a - - -- IF r WER I 422 r - -_1 VR I �\ \
1
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I.E. 6" W= 421.16 V I \ 18!0
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CB#B, (TYPE 1)9.62'L--� j�- - - -- - --j L -0
STA. -O 5+72 9.46+3 +67.4
ALIGNMENT: NE 14TH PL i I i CB #9
RIM ELEV = #24:56424.18 - ------- -_ I � 1___ SEE -SM
I.E. 6° N =49"9- 421.18 - - - - - -1424
I.E. 6" S= 421.00 421.18 - - - -- -- r
I.E. 12" E =426:58 420.68 - - -- - "
ESMT. \ a y
\ r
YD#5, TYPE 45)
I.E. 6" 422.39
I.E. 6' W2.B8422.39
I.E. 6 N-4 422 .39,
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AS BUILT INFORMATION ADDED
i BY GEODIMENSIONS, INC.
EE S SHEET C12
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ALIGNMA�ENT: ��D^���(ppp�
RIM ELEV 23.37
4E
I.E. 12" SE 419.62 r' \ m I
W�419.41
E_12"N= 419.41 426' -
-1C LLL
STA. 1 52.63 (,14TH
4STA. 13+31.21 (RE 0 )I
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l PAD =428.0 1
T", i I 1 1 2(` T C
I I 7 1 1 1 16
t - - - - -- �. I \ \I PAD =427.5 1 11 1 ' 1 � I A ' O
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NE 14TH PL
SCALE: HORIZONTAL 1' - 20
VERTICAL IN - 5'
435.
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DRAWN BY:
VK/ENM
ISSUE DATE:
35.(
SHEET REV.:
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SCALE : 1" = 100'
SEE SHEET C07 FOR STREET SIGNS
1
NOTES=
1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SMOOTH INTERIOR WALL
PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO BE AIR
TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST.
!� 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC ASTM 3034 SDR 35.
3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF COVER.
VERTICAL DATUM
VERTICAL DATUM: CITY OF RENTON (NAVD88)
BENCHMARK
1 _ SITE BENCH MARK:
- 1 "
NE 14 S . 1 +50133' NE 14TH PL A 1-112" FL AT BRASS DISC WITH A PUNCH MARK ON A 4° X 4° CONCRETE
CE RUN INTERSECTION= POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
STA. +31. 1 REDMOND A NE INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
P
4
CITY OF RENTON #159)
- 24 I )
1
ELEV. = 415.95'
1 BASIS OF BEARING
1
BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
DIVISION 11 (A.K.A. GREENFIELD 11), VOL. 216 PG.
30 SITE AREA = 98082.67 S.F. OR 2.25
1 ` ACRES+/ -
1 1 Rzo.
1 426 / 1
I STA, 2 +64.33
11 42 21' NEW MON. CALL 48 HOURS
I 1 21' 1 TRACT C
I 7 I 16' 6 (OPEN SPAC R=337229 BEFORE YOU DIG
PAD =427.5 I �► I "F 1- 800 - 424 -5555
m 1��A.°
I
I I 811P
CHECKED FOR COMPLIANCE FOR APPROVAL
TO CITY STANDARDS
REDMOND AVE NE CUL -DE -SAC Date BY;
SCALE : 1" = 20' Date BY:
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'PROJECT NO.:
12007
DRAWN BY:
VK/ENM
ISSUE DATE:
Z
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SHEET REV.:
07/19/2012
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'PROJECT NO.:
12007
DRAWN BY:
VK/ENM
ISSUE DATE:
12/05/06
SHEET REV.:
07/19/2012
NE 14TH PL
ROAD AND
STORM PLAN
AND PROFL_E
06085RD02- CII.OWG
C11
SHEET 11 OF 29
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