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11
PORTION OF THE N.E. 1/41 OF SEC. 15, TWN 23 N., RG E 5 E., W.M.
CITY OF RENTON, WASHINGTON
II EX. SSMH - I Z
i ;: ;� rt _ i i i i?s
I RIM-427.48Y` �
\ N /, - INV=418.38
\ I (8"PVC-SW) i
\ \ \ \I I II II
I 0 5 10 20E-418.33
7.04 (RIM=426VPVC)INV=424.04 (12"ADS-N) INV=418.2
INV=424.04 (12"ADS-s) (8"PVC-N) SCALE 1" 20r
3f
II I EX. CB
- i I RIM=427.39 ,.
INV=423.59 _ ,. ,. - „
1 1 r/ / A / 1 1 1 1 1 I r, I I
� � -r 1 �\, -r ., ., ., , .,
I � p (18"GONG-N)
INV=423.59
EX. CB / g (18"CONC-E)
RIM=429.22
I 7 :: P\ INV=423.47 (12"ADS-N)
I 1 � INV=423.47 (12"ADS-s)
v y ASPHALT
„ „ „ (` � RAMP I 4' CYCLONE FENCE
T , PSPN
Y I,- HOUSE
LT EX. `
n ` t RA sv 18" SD CONCRETE^
\ i Y EX. SSMH -' SD -- -
3 n /
I . RIM=429.32I -
` r P I a' INV=418.72 (8"PVC-S) S - 1
a m i//
INV=418.62 (8"PVC-NE) e w i I 00 L L i / '�11171
t ' 51 (' : l PROPOSED 5' 10' DRAINAGE EASEMENT - - EX. CB
- IEf�-
� I CONCRETE REC. NO. 2D06087,9000555 X RIM=429.56
/ 0 INV=422.26 18"GONG-S)
tl SIDEWALK NI I INV=422.26 �18"CONC-w)
I
PROPOSED CURB/GUTTER
LU SHED T /% I
EXISTING CURB/GUTTER I .pat ' -T MIN EE BE REM \ I
I w,i PROP WATER / N (I + METER LOCATION (;' -) LOT 3 E L = 4 2 6,/ % I T -
U' 4� I I I I i �,<l i�, CAI Ir, n
WATE
EXISTING 5' e I zt ki v A SPIG /
CONCRETE SIDEWALK I w VARIANCE REQUESTED 0/
�'
FOR BS L /;
/ 5' �� I 111A1r-I / I 1 F-I I
I It „ 7 r,
N 10.75'
I 18 < ee ' MIN FF
ead ? d e 4, e (�
HOUSE aFL' 426
O 7
a I. k - e- I e
I co
0 F.E. a e
zz
EEEV=434.97 �, F: 1 i i r/Uj
j
10 C' GARAGE U / I
(a ( •� BE REMO D 00 I
VII
N - 20' LOT 2 X
EX. SDMH I a 0 % I
RIM=434.61 I I t WALL �� � 10' DRAINAGE EASEMENT
LL
USE
INV=423.21 (12"ADS-W) s e ( EMOVE) REMAIN TO Q i I REC. N0. 20060829000555
INV=422.91 (12'ADS-N) IU) to I' I e
INV=422.91 (12"ADS-E) ( I LOT 1 e . 1 20' JOINT DRIVEWAY
[--EASEMENT REC. NO.
e-. x w I I I 20000630002393
Iw /
e � d d �
EX. CB e �' < '' SSS x I PROPOSED 5'
RIM=434.60 I a IE=4210 PROPOSED / CONCRETE
o I RELOCA* PROP WA R.O.W. ! SIDEWALK EX. CB
�NV=428.45 (12"ADS-E) ■' WATER .- • METES LOCA ONQ j�j
NV=428.45 (12"ADS-W) - e��" METER -�- < .%") % APHALT RA RIM=423.64
-- L e INV 419.89 (18"GONGE)
„� e_ <. 7' / ' OFPROXCBOC ON INV=419.89 (18"ADS-E)
-_ -- -_ a m II e < . e e e INV=419 89 8 CONC-
�aSD
- ..q - e
e 1 " S
- - - - .a. ■ ■ v V
/ ■ g
a
INV=420.33 (8`PVC-W)
A,
SD
SDe
it
e
° A ed
�
-e '
ed a -. .
-. M
EX. SSMH
e d n
'4
-
RIM=434.79
d
- e
I -- -
INV=419.59 (8"PVC-W)
I EX. SSMH
EX. CB
EXIST
INV=419.49 (8"PVC-E)
RIM=427.37
INV=419.39 (8"PVC-N)
RIM=434.49
INV=419.84 (8"PVC-S)
INV=422.12 (12"ADS-W)
INV=422.12 (12"ADS-E)
H YD
EX. CB
INV=419.79 (8"PVC-E)
ADJUST RIM GRADE
EX. CB
CB
EXISTING
RIM=423.47
INV=419.69 (8"PVC-W)
TO NEW CURB ELEVATION
RIM=EX.
CURB/GUTTER
INV=420.77 (12"GONG-�)
INV=418.95 (18"ADS-E)
I
INV=419.97 (18"ADS-W
' ! '
INV=418.95 (18"ADS-S)
INV=419.97 (18"ADS-N
EXISTING FIRE HYDRANT
L_ ., -r <_ 11 .,
_, 11 11 _
NOTES
1. THERE ARE NO SIGNIFICANT TREES ON SITE.
2. BECAUSE THE INCREASE OF 100-YEAR
RUNOFF WILL BE LESS THAN 0.5CFS, AND
BECAUSE THERE WILL BE LESS THAN 5,000
SQUARE FEET OF NEW PAVING CONSTRUCTED
WITH THIS PROJECT, STORMWATER DETENTION
AND WATER QUALITY CONTROLS ARE NOT
REQUIRED.
5-3.37703
0
10 SEE SIDE SEWER DETAILS - SHEET 9
02 SEE WATER DETAIL - SHEET 9
CITY OF RENTON CONTROL
CITY OF RENTON CONTROL MON. #716
FD BRASS DISK IN CASE
* THE INT. NE 19TH ST
& UNION AVE NE
N 188,279.2429
E 1,311,392.0458
EL=437.269
CITY OF RENTON CONTROL MON. #1838
FD 1 /4" IRON ROD ON
A CONC. POST MON IN CASE
® THE INT. NE 24TH ST
& UNION AVE NE
N 190, 002.3825
E 1,311,439.1127
EL=456.6329
BASIS OF BEARING
MONUMENTED CENTERLINE OF UNION AVENUE NE A
BEARING OF N01'26'10"E
BENCHMARK:
TOP 1" BRASS DISK SET IN CONCRETE MONUMENT IN
CASE AT INTERSECTION OF EASTERLY PORTION OF NE
19TH STREET AND UNION AVENUE NE
ELEVATION = 437.27
DATUM
CITY OF RENTON
II_,uy pw:r:.
ht1
Ap
i WA3q�
L T4 .:
EXPIRES 4130
/Q
V r
THESE PLANS ARE "A P','I` T"
AND THL INFORMA1�i0N HOB NN
ACCURATELY REFLEC16 r-.X:STING
MELD CON IIIONS AS OF I HIS Call
)ATE:B%`4
before you
WILLIAM SHUPE H MB G PLS 113
Dig.
1-800-424-5555
6 UNDERGROUND SERVICE (USA)
AVOID CUTTING UNDERGROUND
UTILITY LINES. IT'S COSTLY
CHECKED FOR COMPLIANCE
TO CITY STANDARDS
GATE
GATE
GATE
5- g " `fit "`) ! 1? I
11 332
SIONAL
�� II
RECOMMENDED
FOR APPROVAL
BY
BY
NOTE:
EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER-
GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO
REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION.
CALL BEFORE YOU DIG: 1-800-424-5555.
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