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I STA 100 +83.42 = INTERSECTION
OF NE 19TH ST & REDMOND AVE NE
DALPAY PLAT DIVISION N0. 1 m SITE BENCHMARK STA 12 +80.28, 4 LT
LOT 11
FaC R01I LINE �`� J� ��'� FOUND R.R. SPIKE IN U.P. WET "TAB DTL 4 9
` --= 8 x8 x8 TAPPIN TEE (MJxMJxFL) �`EL. = 431.67 U.S. FEET
pN� ,� a CONC. BLKG.
.. EX 3 � -MX ROW L 8" TAPPING GATE VALVE FLxMJ
S88014'37'E 301.969'
"�IERL�RS FOR POL IGGIWIG DTL 3/9 I �°
_
S88014371E 301.980' YFAS.) EX STORM `8 •'�
0�0 - 101 X00 - S88 14 371E 479.91 '
N..E'. >9TH ST Ex#'a_ -- 4 ,-- Dr _
---- - --,..�. -.. _ _ 10 4 _ _ - 103
+z0 -
�- -- EX im�X #2
EX ROW ... - -- _ .
LINE .... .... __ _
. .......... .
1.71.9 `• • • q =.9`
SSMH DTL 1/8"),, X= 4053.0 - -- --- -- - - ' ' •�• Y= 6978.3
RIM =430 8 Y =6983. I 171.975
IE =416.2 S EX. METER (RELOCATED) A 12 +47.
IE =416.1 415.95(Wj I �# � � 8 x „ 55 4 LT
I „ 6 TEE' (MJlx FL
AREA TO BE DEDICATED P �' I w I F
U ON � `� I N � `r' .......... 'c' � GV LxMJ
RECORDING OF THIS PLAT o I I -FIRE H� DRAN ASSY, DTL 3/8 ,V
c 113' 4" DI w , 8 "x4" REDUCER (PExMJ)
-EXIS iN .UIl m 0 .
426
=
FF z a
I � I o� �� 4 GV � bdJxMJ) c'
Cr
EX 11, SSMH I / LOT 1
�' 0, 3201 SO. FT. W t
RIM= 431.Q9 I ..,I I I
�o t
8" PVC IE'S- NORTH 415.79, I V
EAST& WEST 415.84 4 �8 " --�_ 172.012 5 I o �� # I PRIVATE ACCESS ROAD
- ..._, & DRAINAGE EASEMENT
EX #2, SSMH �.� o i ........
RIM = 421.30 "
TvSTUB ®2� MIN, �'TYP I I f� - NEW 3 4 " METER & SERVICE, DTL 2/9
8" PVC EAST & WEST IE= 416.78
�TL N I I BY CI OF RENTON TYP
/ I ,
EX #3, SDMH o LOT
I 2
( � d
RIM= 430.92 FF= 425.0\ F. 601 t SO. FT.
EAST !E= 419.24
� 4 DI I
WES T IE - 419.37 38 15 WATER EASEMENT
� � f
NORTH IE= 419.12 \ 172..E 043' I ! TA 11+06.5, ,10.8' LT
I �� iTA 10 +80 2 LT
Ex #4, CB �. I _ •� 4 45' ELBbW (MJ) RIM= 422.03 227 8 PVC ® 0.49 LOT .3 I o
18" EAST IE= 415.58 I 8,603± SQ. FT. t : ;..: o I, CONC BLKG
18" SOUTH IE= 415.43 FF =425.0 .EX.
TL 042305-9116
EX #5, CB , - #
RIM =423.66 v 6' 77' 4 B
WEST IE =418.51 I / r _ BLDG. I
SOUTH IE= 418.41 I 172.0
-- -• 7t 1 ,
EX #6, SDMH HAMMERHEAQ
RIM =423.71 EASEMENT
I �f
EX #7, SDMH .::;:.
R1M= 420.93 LOT 4 .� \
EX #8 SDMH
8,6041 S0. FT. t 60''
RIM = 420.69 I I FF -425.0
18 " NORTH IE= 41 1.94
18" S.W. IE =411.94 S88014137%P
EX #9, OUTFALL
IE= 408.97 ,
EX #10, OUTFALL "' SSMH DTL 1/8
IE= 409.14 �D I / STA 1 +0 2' T N. G.P.E
I RIM = 426.39" 4" CA (14, J), ON B ; I
.� IE- 417.09 8" N), 2' PL'RM 6L0 OFF •� 1 � - - - - - - - - - -
�1�- 417.14 6 S -) , r
J °
\FF=424/0
LOT 5 A)
72,3-32f SQ. FT. Nil'L
420 N ` n\
IN
6 _ .7
ATCH JN
4c)8
o)
v / BLDG.
400
WA TER & SE WER .PLAN
1 -30'
RECOMMENDED FOR APPROVAL
DATE:
DATE:
DATE:
DATE:
Cramer Northwest Inc.
ENGINEERS, SURVEYORS & PLANNERS
945 N. CENTRAL, STE. #104, KENT, WA 98032
(253)852 -4880 (local) or 1- (800)251 -0189 (toll free) (253)852 -4955 (fax)
E -MAIL: cnlOcramernw.com
"Ib CT
S• K R U IT
L �'. 61-05
�iwies -11/26/2= -1
REVISION
BY I DATE
APPR
SECTION A T 23 N, R 5 ,E'
LOT 5
72,332± SO. FT.
a 13
4;
4, ,
CH L T/
t�
/
f ' / or) /
406- _ f��/ . • v BLDG.
404-
l�
398 - Q
396 ���ph� ��
394 - -,,.r
390-
TL 042305
_f N. G. P. E.
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TL # 042305 - 9032 --07
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BENChWA.RK
FOUND CONCRETE MONUMENT WITH 1 1120 BRASS DISK
IN CASE AT INT. UNION AVE. N.E. do N.E. 12TH ST. (S.E COR.
SEC. 4, T23N., R5E.)
ELEVATION - 415.95 U.S. FEET.
SM BENCHMARK
FOUND RAILROAD SPIKE IN UTILITY POLE
ELEVATION - 431.67 U.S. FEET.
TRENCH RESTORATION NOTE:
ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON
TRENCH RESTORATION AND STREET OVERLAY DETAIL.
NOTE:
FILL AND COMPACT ROADWAY PRISM TO FINISH GRADE PRIOR TO
EXCAVATION FOR WATERAIAIN INSTALLATION.
NW lcat
�-SK
oak LSK
a411cm
LSK
1 " =30'
r Mo► a� .�a�
111011ITICA: ft" ,
we lorl",
DATUM
C, n�
L�
TO ALA EA
1 10,1801 SQ. FT.
2.51 ACRES
I
I
=� I
N. E. 1_ /c, S. E. 114 - -
`>�� \ \N88.09'50 *w 172.387'
1y \ - 4 6
TL # 2599850000
S- 3/9�00�
CITY OF
mu
am ..
RENTON
Plonning /Building /Public Works Dept.
ROLL 200 FR 411
IMLITY CONFLICT NOTE
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION.
DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES, WHETHER SHOWN ON
THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE
HORIZONTAL AND VERI'K",AL LOCATION PRIOR TO CONSTRUCTION. THIS
SHALL INCLUDE CALLING UTILITY LOCATE O 1 -800- 424 -5555 AND THEN
POTHOLING ALL EXISTING UTILITIES AT LOCATION OF NEW UTILITY CROSSINGS
TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF
SAID UTILITIES AS SHOWN ON THESE PLANS ARE NOT GUARANTEED AND ARE
SUSUECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR
SHALL CONSULT CRAMER NORTHWEST INC. TO RESOLVE ALL PROBLEMS
PRIOR TO PROCEEDING WITH CONSTRUCTION.
DALPAY SHORT PLAT 11-28-04
FOR JIM DALPAY
WATER & SEWER PLAN
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