HomeMy WebLinkAboutR-337228LL Z
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PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
-------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE)
MATCH LINE SEE SHEET C11 -
L -- ` -- _
,.�.�(
I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m
5 n2' ur sTA. ' x r
- -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE
I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1
1+ ,TRACTA
LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y
I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I
{ I PAD =431. 1 30 I. W N =426.8 I I I 12 } "'
I I 1 9 1 1�l-38.36
I �� 1 1 111m 1 C (TYPE )15.17'R
i 7
-� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.�
j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 '
I.E. 12" W =4@1- 427.20
I I
p I -__ - -_ I L___ 1
o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /)
2 T I I \
1 "
SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N.
(PRNA a \ 1-11
16 .5 I
76:08 _ 14 ST) i �I1 -I, z11,
ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m
- I-
L E - - - - - -- - - -- I -- \ I _ A �i , - -
r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH
C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I
( ) L
STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >--
ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip.
RIM ELEV - 434.09
I.E. 6" s =4383 430.491 3 I 2
I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- -
1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l
I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD
=STA. 0 +00.0, ( MOND AVE)
i TAPER I FR KEY MAP
OM
10' W
p
6' TO 4.5' = _
I1
L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100'
------- - ___ ---
j YD #1, (TYPE 45)
I.E. 6" W= #3I}63 431.27
1 I.E. 6" S =430.63 431.27
/ I.E. 6" E= 430.63
/ I.E. 6" N =43965 431.27
434 TRACT D o o I GAS STUB
- - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA
1\1 89 "00'23" V1 223.12'- IP o P 9
/ m N t� y ¢
\ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ
1 y
NAL L4N0
,� mlo 11 m �
NE 14TH ST AS BUILT INFORMATION ADDED
SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC
EsMr,
SEE SHEET C07 FOR STREET SIGNS
0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20
NOTES•
1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR
431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO
MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST.
CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35.
z S WCUT & BEGIN PAVING
1
Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF
0 a 10 20 m Z I S WCUNE" HIND ` COVER.
1 _ 1 IVING
GALE 1" = 20' 20 VERTICAL DATUM
t 1^
NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88)
2 _
BENCHMARK
o rvc r�sr1.7 5 1 SITE BENCH MARK:
P I
-- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
11 � I (CITY OF RENTON #159)
m z a 1 1� II ELEV. = 415.95'
00
F��z 1
1 0 BASIS OF BEARING
PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG.
� = 98082.67 S.F. OR 2.25
.i n 1 1 10' TAPER /IW FROM
w ±
I / 1 w 6' TO 4.5' ACRES+
Hwy 11 / a^0 434 CTD n 11
w n Io o GAS S -IUB
- - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS
1 (OPEN SPACE)
(o N 'I BEFORE YOU DIG
' 1- 800 - 424 -5555
REDMOND AVE NE AND NE 14TH ST INTERSECTION
SCALE : 1" = 20'
FOR APPROVAL
BY.
BY:
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LL IL U'20 � ZE
PROJECT NO.: 12007
DRAWN BY: VK/ENM
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
NE 14TH ST
ROAD AND
STORM PLAN
AND PROFLE
06085RD01- C10.DMG
C10
SHEET 10 OF 29 J
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PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
-------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE)
MATCH LINE SEE SHEET C11 -
L -- ` -- _
,.�.�(
I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m
5 n2' ur sTA. ' x r
- -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE
I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1
1+ ,TRACTA
LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y
I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I
{ I PAD =431. 1 30 I. W N =426.8 I I I 12 } "'
I I 1 9 1 1�l-38.36
I �� 1 1 111m 1 C (TYPE )15.17'R
i 7
-� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.�
j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 '
I.E. 12" W =4@1- 427.20
I I
p I -__ - -_ I L___ 1
o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /)
2 T I I \
1 "
SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N.
(PRNA a \ 1-11
16 .5 I
76:08 _ 14 ST) i �I1 -I, z11,
ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m
- I-
L E - - - - - -- - - -- I -- \ I _ A �i , - -
r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH
C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I
( ) L
STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >--
ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip.
RIM ELEV - 434.09
I.E. 6" s =4383 430.491 3 I 2
I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- -
1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l
I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD
=STA. 0 +00.0, ( MOND AVE)
i TAPER I FR KEY MAP
OM
10' W
p
6' TO 4.5' = _
I1
L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100'
------- - ___ ---
j YD #1, (TYPE 45)
I.E. 6" W= #3I}63 431.27
1 I.E. 6" S =430.63 431.27
/ I.E. 6" E= 430.63
/ I.E. 6" N =43965 431.27
434 TRACT D o o I GAS STUB
- - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA
1\1 89 "00'23" V1 223.12'- IP o P 9
/ m N t� y ¢
\ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ
1 y
NAL L4N0
,� mlo 11 m �
NE 14TH ST AS BUILT INFORMATION ADDED
SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC
EsMr,
SEE SHEET C07 FOR STREET SIGNS
0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20
NOTES•
1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR
431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO
MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST.
CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35.
z S WCUT & BEGIN PAVING
1
Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF
0 a 10 20 m Z I S WCUNE" HIND ` COVER.
1 _ 1 IVING
GALE 1" = 20' 20 VERTICAL DATUM
t 1^
NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88)
2 _
BENCHMARK
o rvc r�sr1.7 5 1 SITE BENCH MARK:
P I
-- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
11 � I (CITY OF RENTON #159)
m z a 1 1� II ELEV. = 415.95'
00
F��z 1
1 0 BASIS OF BEARING
PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG.
� = 98082.67 S.F. OR 2.25
.i n 1 1 10' TAPER /IW FROM
w ±
I / 1 w 6' TO 4.5' ACRES+
Hwy 11 / a^0 434 CTD n 11
w n Io o GAS S -IUB
- - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS
1 (OPEN SPACE)
(o N 'I BEFORE YOU DIG
' 1- 800 - 424 -5555
REDMOND AVE NE AND NE 14TH ST INTERSECTION
SCALE : 1" = 20'
FOR APPROVAL
BY.
BY:
rDOD
0
rI r U
'MWlliv co z
Z�..(mW
O OW
LO CO IL C4 v3t O_
V
^ S� 42
QI o
N •�U
U a
Z
CD
rD
^J^ N
LPL
Z X
W LL
Q(L
i w
VJ ro
0 Wf s
W 0co<m
M p 0000
LL IL U'20 � ZE
PROJECT NO.: 12007
DRAWN BY: VK/ENM
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
NE 14TH ST
ROAD AND
STORM PLAN
AND PROFLE
06085RD01- C10.DMG
C10
SHEET 10 OF 29 J
Sd
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N
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J
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==O
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LL Z
00
n U IY
I 91
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€ y`-
0
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PORTION OF THE S 114, S 1/4, SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.
-------------- - - - - -- - - -- -- - - - - - - -- -- -� -r STA.2 +2 67(R DAVE)
MATCH LINE SEE SHEET C11 -
L -- ` -- _
,.�.�(
I f, 1 i s.42 CB#3 (4E 1)16. (j 3'L 1 m
5 n2' ur sTA. ' x r
- -- YDn (TYPE 45) I P D =433.5 I \T I 1 1 • 21 � AUG NMEN . R ON AVE�IE
I.E: -6" N=43B 2i 7 \PAD =432.5 430 ` 1 1 21 16 RIM ELEV #yi}$1 31.79 I 1
1+ ,TRACTA
LE. 6" W=438 7 11 j j - - I 1 1 16 ° I.E. 2 W 4i?6,85 4127.04 1 �y
I.E. 6° 5= 438 27' 1187 I I i I I 4 \5 11 4 E. lie ° Ep426.85 I
{ I PAD =431. 1 30 I. W N =426.8 I I I 12 } "'
I I 1 9 1 1�l-38.36
I �� 1 1 111m 1 C (TYPE )15.17'R
i 7
-� - - -- L-- - - - - -� \l ALIGNMENT: R DMON AVE E --�.�
j`� 1 11 Z ' RIMI ELEV431.731 I j 11 10 '
I.E. 12" W =4@1- 427.20
I I
p I -__ - -_ I L___ 1
o a fo 20 I - - - - -�- -� 1 434- - - -- -- \ \ - jr I AccESSi -- /)
2 T I I \
1 "
SCALE 1" - 20' ° - - o- I NE °- a': &24 �, ��. 2 e NEyJi MO- N.
(PRNA a \ 1-11
16 .5 I
76:08 _ 14 ST) i �I1 -I, z11,
ACCESS1 r- - - -- - - - - -1 - I I = A. 11F32.26 4 m
- I-
L E - - - - - -- - - -- I -- \ I _ A �i , - -
r -- - -NEW MON_ \ ST 07 I x NE 14TH ST _ 1 UTH
C9 #1, TYPE 1 0 +66.7 I/ \ I - - - - -- -\ - -- '1 I BL OFFS -_ ESA r. I I
( ) L
STA.=e+59a3 s:35t 9. 2'y - - \ j \ \ 1 >,• I W2983 L 3 2 1 >--
ALIGNMENT: NE 14TH ST I /r \ - - - --j --- - - - - -- \ \ 11 $" Ip.
RIM ELEV - 434.09
I.E. 6" s =4383 430.491 3 I 2
I.E. 6" N= 43969- 4 3 0.49 PAD =435.5 1 PAD =435.5 I I 1 t\ - "-- -
1 \ I I PAD =4335 All STA. -24 +38.93 - DMOND PL) v l
I.E. 12" E= 429.59 \ _I- - - \ 1 \ / JJ OD
=STA. 0 +00.0, ( MOND AVE)
i TAPER I FR KEY MAP
OM
10' W
p
6' TO 4.5' = _
I1
L _ - C-4 �� �� /// /�� �h� ry 11 1 SCALE: 1" = 100'
------- - ___ ---
j YD #1, (TYPE 45)
I.E. 6" W= #3I}63 431.27
1 I.E. 6" S =430.63 431.27
/ I.E. 6" E= 430.63
/ I.E. 6" N =43965 431.27
434 TRACT D o o I GAS STUB
- - _ - - -- 434 / `OPEN SPACE) 11y y I 11 2" MPE _ 3 o wA
1\1 89 "00'23" V1 223.12'- IP o P 9
/ m N t� y ¢
\ \ - 436 ' I' � o Nh -0 o�ss q 1 JQ
1 y
NAL L4N0
,� mlo 11 m �
NE 14TH ST AS BUILT INFORMATION ADDED
SCALE: HORIZONTALF -20 BYGEODIMENSIGNS INC
EsMr,
SEE SHEET C07 FOR STREET SIGNS
0 +00 0 +20 0 +40 0 +60 0 +80 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +20
NOTES•
1. ALL MAINLINE STORM PIPE SHALL BE ADS N -12 WT IB SM007H INTERIOR
431.5 430 STA 0 +7� I WALL PIPE UNLESS OTHERWISE NOTED. THE MAIN AND FITTINGS WILL NEED TO
MfITCH EXISTING BE AIR TESTABLE PER ASTM F1417 WATERTIGHT FIELD TEST.
CURB (�(m 11 a• SIDEWAI�JCGU &R & 2. ALL 6" AND 8" DIAMETER STORM PIPE SHALL BE PVC AS7M 3034 SDR 35.
z S WCUT & BEGIN PAVING
1
Z 1 3. DUCTILE IRON PIPE IS REQUIRED FOR ALL PIPE WITH LESS THAN 2' OF
0 a 10 20 m Z I S WCUNE" HIND ` COVER.
1 _ 1 IVING
GALE 1" = 20' 20 VERTICAL DATUM
t 1^
NE MON. VERTICAL DATUM: CITY OF RENTON (NAVD88)
2 _
BENCHMARK
o rvc r�sr1.7 5 1 SITE BENCH MARK:
P I
-- - - - - -- - -- A 1 -112" FLAT BRASS DISC WITH A PUNCH MARK ON A 4" X 4" CONCRETE
POST MONUMENT DOWN 0.6' IN A MONUMENT CASE AT THE CONSTRUCTED
NEW MON. z 1 w NE 14TH ST INTERSECTION OF NE 12TH STREET AND UNION AVENUE NE.
11 � I (CITY OF RENTON #159)
m z a 1 1� II ELEV. = 415.95'
00
F��z 1
1 0 BASIS OF BEARING
PAD =433.5 co?,0 11 I �-� BASIS OF BEARINGS IS PLAT OF HIGHPOINTE
o w N 1 DIVISION H (A.K.A. GREENFIELD 11), VOL. 216 PG.
� = 98082.67 S.F. OR 2.25
.i n 1 1 10' TAPER /IW FROM
w ±
I / 1 w 6' TO 4.5' ACRES+
Hwy 11 / a^0 434 CTD n 11
w n Io o GAS S -IUB
- - - - 1 TRA1 Q ¢ R=337228 CALL 48 HOURS
1 (OPEN SPACE)
(o N 'I BEFORE YOU DIG
' 1- 800 - 424 -5555
REDMOND AVE NE AND NE 14TH ST INTERSECTION
SCALE : 1" = 20'
FOR APPROVAL
BY.
BY:
rDOD
0
rI r U
'MWlliv co z
Z�..(mW
O OW
LO CO IL C4 v3t O_
V
^ S� 42
QI o
N •�U
U a
Z
CD
rD
^J^ N
LPL
Z X
W LL
Q(L
i w
VJ ro
0 Wf s
W 0co<m
M p 0000
LL IL U'20 � ZE
PROJECT NO.: 12007
DRAWN BY: VK/ENM
ISSUE DATE: 12/05/06
SHEET REV.: 07/19/2012
NE 14TH ST
ROAD AND
STORM PLAN
AND PROFLE
06085RD01- C10.DMG
C10
SHEET 10 OF 29 J
Sd
m '
m
H
N