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DETAIL 1
NITS
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LOT -98 ERVICED BY TRACT 99A,s 1 1
CITY OF NTON 99 100 101 102 103 104 105 OPEN SPACE 1
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98 6 -4 0 D.I.P. F.H. SS Y W/ 0-IN
97 4 11-1/ 10' 39 23' (NO WATER SERVICE) W Z
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WATER MAI UNDER 1-8" ADAP (FLxMJ) ' 1
STORM 80 1-4" ADAP . (FLxMJ) �� I
112 113
i 79 1 10 1 1 1 BEN 2 (MJxMJ)
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78 40'-8"0 D.I.P. 1
77 8" 22-1 /2'
76 BEND (MJxMJ)
LOT 78 SERVICED BY
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74 75 CITY OF RENTON /'� , 3 _ _ , c co c
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70 71 72 RENTON-SCW DISTRICT WATE SERVICE A EA "
MAtNDER OF SYSTEM / /
W w \ 66 68 69 SEE CITY OF ENTON WATER P NS 20 UTILITY ESMT. /;�;
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/ THIS SHEET
CONSTRUCTION
RECORD
INFORMATION ONLY
SW 29-23-05
REVISED TO INDICATE
CONSTRUCTION RECORDS
AS -BUILT ROTH HILL ENGR. PARTNERS, LLC.
FIELD REP JIM ACORD
REVISED BY: BACH NGUYEN
DATE: JANUARY 22, 2004
CONTRACTOR: SAJASA
4"D.I. PIPE: 398 L.F. CL. 52/ U.S. PIPE
8"D.1. PIPE: 1793 L.F. CL. 52/ U.S. PIPE
F.HYDRANTS: M & H
GATE VALVES: U.S.
FITTINGS: TYLER
ORIGINAL DRAWINGS: SHEET 1 & 3-5
NOT A PART OF CRD SET.
Q EX. WATER SERVICE,I
ABANDONED
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1-8 ADAPT. FLxMJ) 106
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4 IN PAVEMENT FH AS5 Y. t
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B.O. ASSEMBLY 50 0 50 100
63' 4"0 D.I.P.
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SCALE IN FEET
4" IN PAVEMENT
N 95'-4"0 D.I.P. % B.O. ASSEMBLY
- =1= 26' PERM. ESMT.
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BEND {MJxMJ) j /
S. 37T PL. I -- 1-8"x4" RED. (FLxFL)
1-8" ADAPT. (FLxMJ)
V� 1-4" ADAPT. (FLxMJ)
44 45 1 I �; a _ 6'-8"0 D.I.P.
1
46 47 1 0 U PARCEL NO. 2923059048 j
LOT 45 SE RACED BY I '0 4
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CITY OF R NTON
LOT 34 SERVICED BY
CITY OF R NTON
35 34 33 32
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21' 211-8"x "TEE (FLx )
1-4" P W/ 5-1/4" M. .0. STD. 1-8" DAPT. FLxM) 5-1 /4" M:V.O. STD.
4" IN AVEMENT F.H. ASS'Y. 2-8" GV. (FLxMJ) F.H. ASS Y.
B.O. A SEMBLY 10' UTILITY EMT. 8" 90° BEND POWER EASEMENTS RETAINED BY PUGET POWER
83'-4'0 P D.I.P. TY.
6--� _ ( )_ (MJxMJ) PER RECORDING NUMBERS / co
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130' PERM. I #20030606001771 30' WIDE INGRESS, EGRESS, AND UTILITIES EASEMENT / 1-8"x8" TEE (FLxMJ
SUDS CREEK WATER
& SEWER DISTRICT
APPROVED
CONSTRUCTION
DRAWINGS: DATE:
— — ESMT. , PER REC. NO. 1597513 (LEGAL DESC PARCEL 3) 2-8" D.I. SPOOLS
51'-8 0 D.I.P. S, 38T CT. �'�'� 26 �-- 7.5 29-23- 5 ' „
' 1O'PERM. W1054 / 2-$ COUPLINGS
6 -8 0 D.I.P.DIP15 PERM. ESMT. -J j
j 1-8" GV (FLxMJ)
106'-8" D.I.P. ESMT. OFFITE ESMT.-
1 8"x4" REDUCER (FLxFL)
1 8" ADAPT. ( LxMJ) 1 27-
25 8" DI WM ?�
17 18 19 1 4" ADAPT. (LxMJ) � .�- � L — ____ ._... _._. --- -- — -_' —' — — — — — '. ,_._ -- — --
20 22 23 24 ON R 4' COVER — — — — —� j
21 _) 7 5' 2-8" COUPLINGS ¢j
430'-8" D.I.P. CRD SHEET 1 OF 1
8" 90' BEND 7.5' 51 -8 0 D.I.P.
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