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P \ RECORD \ THESE �5s GRAPHIC SCALE SUBMITIEDM PARTBY07HM 1#LE THIS INFORMATION BELIEVED ID L I TH I A -CHRYSLER. DODGE JEEP a R E NTO N - BE RELIABLE HBL IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ROR OR
\ !s \ A RLT THOSE RELYING ON THIS RECORD DOCUMI NT ARE ADVISED TORS
ESU
(/D PORTION OF SW 1/4, SW 114 OF SECTION 18, Tff. 23 N., RCN=. 5 E., W.M. OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BUM APPLYING IT
(n ( IN P'RRT) \\ \ FOR ANY PURPOSE. FURTHERMORE, THE BOUNDARY !IVES SHOIIV HEREON DO
I z i me° _ 40 CITY OF RENTON, KING COUNTY, WASHINGTON \ \ \ NOT REPRESENT A FIELD SURVEY PERFORMED BY AHBL, INC.
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CL '\ `\ \ w CKER LSO 13670 DATE
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O O UTILITY VAULT ' "
0 Z MODEL 025 -CPS 36
x w -N- 6669 -F N 5568.72 \
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E `ti' .4r E 2366.26 / R-O -30 \N \
g IE -20.60 (W) �l OuNO RA1l` - "' JPD 0-\N)
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IE =20.65 (E) OET S R' A\1 � \ Q
U / M N
g1A ANDTO
a NORTHERN
CHOW
RETROFIT EXISTING _
i 1 8'x 6� lEE JET.
J FINE HYDRANT WITH. 5631.93 ( ) CT TO 8' PER DETAIL
APPROXIMATE LOCATION OF 5' STORZ Fl E 2636.71 I `�\ 1 x' TAPPING TEE1 MJxFL
- SS E= 23.80 FIRE 0DRRMT Y .
" EXISTING SANITARY SEWER LINE 442.45 (', '( )
P3vt�: N 5613.BC
(2) CONCRETE THRUST BLOCKING .h .
w SSMH1 SANITARY' SHAH! OW?!1� f 2546.86_ PROVIDE 3-FEET CLEAR DISTANCE `� CO•N COINCRETE
CTOR FIELD LOCATION
MANHOLE OVERBUILD E =7280 FROM HYDRANT IN ALL „
N ' TO
EXISTING 3f3 �i:��` 94 .... may, 1 ��
ATER M PRIOR
W. N5 6 I
a
2356.88 • I ! (1) BLO�VOFF A BLY I N
qq
-I GRA9E 24.66 i 1.96% 5 I ■ ' C]x- I 1 I ey
E= 20.38t(N,S) � J i7 1 I t11
IE =20.48 #(E) I I 4l61F 6 a I VERIFY NEW EASEMENT
PROPOSED (MATER I I !D 1 OOX I I 125 . • �tDPOSED WATER f�iSEiNT
EASEMENT LTED MID
i
I
AS -BUILT LOCATION I I I 1.161E NEW PIV
OF (MATER UNE 12LF 8'PVC
N, j �' -.,. -- _ � _ _ _ INSTALL NEW DDCVA � r•r�'.� f ' ;'.• PER _ - - -
YPIGGING A 26
- INSIDE BU t . ��� ��� ■ I i
Ai� G'L� ti
- 0 , G _ _ Y -� - 6'Pr - - PER DET.1 /C3.3 ►:' I
� _ - r - - - - _ tiEMOLISH EXISTING ssom SINGLE Mow �- _ ' _ 5539.38 I GOLF 6'DIP ; N 5539.3F, CHECK VAL
o V 2375 I I • 1.00% „ E 2549.15 PROVIDE NEW i-
VIDE TILE
IEa ??:'1'9 , ' NEW OONa'IRUCtION � � : , I
_ L� X N N 5539. 1o'DIP TO BUIIDIN( (APPROX. 21,000 SF7 , .. /x, I I
N_ - -- l 1 ,;,
!' a�;F I WATER A� E 2435.70 E 2478.15 REMOVE EASING
Z. IE -21.55 IE =21.98 CONCRETE VAULT �p . - _ z6 PROPOSED WAlERpEASE1NEFNT
_ r r
V.
'0 I I 22'' TDOMESTIC SERVICE SAN. MH EXISTING BUILDING > .
SURVEYOR SHALL FIELD
I RIM -z"• - 25.66 '� VER11"t- NEW*-EASEMENT
I I$ USABLE ,.; r r
24 - _ __ FLOWLINE 8" PVC N, S 19.63 ) 1 IRRIGATION W'bb& DCVA /
-< RETROFIT IE 6" PVC E. 19.63 / `6TH IRRIGATION PLAN � / I
SHAH FIEND I /. ;FEET
EXISTING FIRE LADDER EAST SIDE ';.� Q�� ��0 CONTRACTOR SHALL OBTIi PERMij
HYDRANT W - EASEMENT CENTER WEST RIM 1"i w
/ N I s ( ) IE -22.50 MIN .� ' D METER TO BE r
5' STORZ �• ,, : ' ` ' ,': AM BY CITY
FITTING'S _- I - - 0 . REMOVE EXISTING
CHECK VALVE _ EXISTING /8' WATER /
s E AN VAULT. SEE C1.0 1 W2 " s ^F ^ (W -7953
W is
LHFa INSTALL -T1' (MJ),PL11G - / S hQ�1! Z 2 .44 Y
LNG p I I AT EXOSITNG HYDRANT TEE AND _ �� 1
I I ts• UNABLE TO OPEN /
I �IE -20.90 (N) CONCRETE BLOC( BY CITY. / F- z
S I I SHALL FIELD VERIFY APPROXIMATE LOCATION OF I RETROFIT EXISTING- HYDRANT- -- - - :b' / / S �.! v ` dR
a I I SFOG L FIELD VERIFY E0NIRAC 10 FIELD 4ERIFY LOCI ICON / .� p J O
x o %1j SEMIEII EASfMtE1NT - EXISTING SANITARY SEWER LAIN I I NEW SANITARY SEWER EASEMENT WITH 5' STORZ FITTING / OF EXI 8' WATER MAIN PRIOR TO ���`` a >_ 3T
APPROXIMATE LOCATION OF EXIS - - - - - -' - - - - / CONS T1 IN / (r 4 W
SANITARY SEWER LINE PROPOSED SANITARY SEWER EASEMENT PROPOSED SANITARY SEWER IASEMENT 1 -1/2' PUBLIC i / i �cn!
s UTWY CONFLICT NOTE GENERAL NOTES METER PER DETAIL / �t Ot
RIM 25.63 CONTRACTOR SHALL
THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIAETN AND 1. TERMINATE PIPING 5' FROM BUILDING UNLESS OBTAIN PERMIT FOR TO BI;� /Dx;,t W t
FLOWLINE 8" PVC NW, S 11.00 \ (n 14
DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY PQT OTHERWISE NOTED. SEE MECHAICAL PLANS 3
LADDER EAST SIDE INSTALLED BY THE CITY / / J Z vil
(CENTER WEST RIM) \ HOLING THE UINJTIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCAl10N TO FOR HORIZONT.,L AND VERTICAL $TUB examES 8/11/OJ t
OONSIRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCALE AT 1- 800 - 424 - AND LOCATIONS AND CONTINUATION AT BUIIM. _ , )
(POSSIBLE 12" PIPE TO THE NORTH) I I `t THEN PDT H ALL UTILITIES AT LOCATIONS OF NEW UTILITY TO PH Y 2. / CALL 48 HOURS �-'""� °'" w'� -z
VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID U11UTES AS ON SEE DETAIL 3/C3.2 FOR BEDDING AND BACKFI L PIPE IN TRENCHES FOR +w rx .�.�•M s> 0 • *� • n
CITY OF RENTON CONTROL POIN I T� PLANS ARE BASED UPON THE UNVERIFIED PUBLIC WORMA70 AND ARE CT PAVEMENT RESTORATION. SEE DETAIL 1/C2.1 FOR BEDDING AND BAMM /DETAIL. . � BEFORE YOU DIG lo �� � � U W
TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHpL, INC .......�..�...-
Z 1- 800 - 424 -5555
Q N0. 80 I TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. I 3. SEE CIVIL SI#ET C3.1 -C3.3 FOR NOTES AND DETAILS. / � � / N
Ln NORTHING: 175890.972 /���
FASTING: 1298016.470 4• CONTRACTOR LOCATION O, CHECKED FOR COMPLIANCE CITY OF REI`3T^N �
�2 NO' 204
NORTHING: 174493.521 BY THAT SHOWN ON THE PLAN. TO CITY STANDARDS DEPARTMENT OF PUBLIC WORKS
FASTING: 1296648.109 5. SEE DETAIL 6 /C2.1 FOR SEWER q.EAN OUTS. BY DATE
� yERnCAL BENCHMARK � DATE UTILITY PLAN C$.0
� KING COUNTY SURVEY' CONTROL POINT NUMBER TT2�9 CIS °F �'�� SITE BENCHMARK
S. SEE SHEET C3.3 FOR FIRE SPRINKLER AND FILE PROTEC110N NOTE DATE
BRASS DISK IN SOUTH END OF THE NORTHEAST CONCRETE CENTERLINE OF SW. 7TH STREET PER "X" ON TOP OF BOLT OF 7. ALL UTILITIES ARE PRIVATE UNLESS OTHERWISE NOTED. 1 REVISIONS PER CITY COMMENTS WJF 5/13/03 DESWIM WJF DATE, 03 -20 -2003 fllE NAME' 202399030
WINGWALL OF BURLINGTON NORTHERN -SANTA FE RAILROAD SHORT PLAT NO. 8110239001, IN BOOK HYDRANT, LOCATED WEST 2 REVISIONS PER CITY COMMENTS WJF 6116103 DRAWN JEA SCALE. naa.o0w_ ►�_
z BRIDGE NUMBER 11.7 OVER SANTA FE AVENUE 29, AT PAGE 158, RECORDS OF KING SIDE OF HARDIE AVE. SW. S. ALL NEW UTILITY EASEMENTS SHALL BE FOLD :u,' FLED BY A CMCI DSG ' ' 40
ELEVATION 35.72 (NAVD88) COUNTY, WASHINGTON (S.P.) ELEV. 27.23 PROFESSIONAL LAND SURVEYOR. NO. REwsroN my APPR. DATE A"ROVED: MEET. 7 or-. tI Q
w>�i�- a7'- �ii6N ►. wwP. :' -lW 2 , w6cco �_�b6vb ,,./
SCANNED OCT 0 8
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