HomeMy WebLinkAboutS-392704Iii
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TABLE
t
_ x
PIPE DIAMETER (IN)
lE
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
.1
: STA
1
MA C TA
Uj
383.80
Q1
iTREE RETENTION
392.40
29+16.65
1
1
z
� I '
Wo G
I - .. T;EN '
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I
UTILITY 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 U77LI77ES AND SURVEYING THE HORIZONTAL AND
VER77CAL LOCATION PRIOR TO CONS7RUCTION. 7HIS SHALL INCLUDE CALLING
U77LITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING U77L/TIES AT
LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT
CONFLICTS EXIST. LOCATIONS OF SAID U77LITIES AS SHOWN ON THESE PLANS ARE
BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION
IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG
CONSUL77NG ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING
WITH CONSTRUCTION.
I
Call 2 Working Days Before You Dig
811
Utilities Underground Location Center
(ID,MT,ND,OR,WA)
NOTES.-
1.
OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER.
2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE:
A&BUILT
3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED.
NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w
BY:
N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
z
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS
Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �'
nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa
Sis TH E PINES 12.23.16
ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w
2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I
DESIGNED: - FIELDBOOK:
YLP
D.R. STRONG _
i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL
PAGE.
a CONSUL TING ENGINEERS DRAWN:
RENTON
4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN
MES .. -.. DRAWING N0:
.ONE INCH I
32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M
�T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23
S ISTERE CS ",: ;' MAJ
� IF NOT ONE INCH .. - .. _ �:"
33 SCALE ACCORDINGLY /-� (� SHEET: OF:
820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6
N0. REVISION BY DATE A RENTON, `NQSI"I 23 23
O 425 827 3063 F 425.827.2423 MAJ
DRS PROJECT NO. 16
007 .
UTILI TY CROSSING
TABLE
C#
UT
PIPE DIAMETER (IN)
lE
BOTTOM OF PIPE
TOP OF PIPE
CLEARANCE (FT)
FG
: STA
1
SD
12
383.80
383.75 `
392.40
29+16.65
SS
12
381.58
382.63
1.12
2
WA*
10
386.32
386.27
_ 392.04
29+16.80
SD
12 -
383.85
384.90
1.37'
3
WA*
10
386.00
385.95
391.68
10+16.70
SS
18
382.37
J83.92
2.03
4
SD
12
386.47 '
386.42
390.77
10+57.58
SS
8
383.07
383 79
2.63
5
SD
12
387.06
387.01
390.70
10+56.45
WA
8
385.03
385.75
1.26
6
SD
12
387.61
387.56
390.71
10+69.80
WA
6
385.50
:
386.05
1.51
7
SD
12
389.65
389.60
393.07
12+79.72
SS
8
386.68
38Z 40
2.20
8
SD
12
389.76
389.71
393.03
12+29.72
WA
8
387.36
388.08
1.63
9
SD
72
395.04
394.99
398.47
14+30.33
SS
8
390.74
391.46
3.53
10
SD
12
395.15
395.10
398.43
14+30.33
WA
8
392.76
393.48
1.62
NOTES.-
1.
OTES1. 8" WATER MAIN REQUIRES 3 FOOT MIN/MUM COVER.
2. EXISTING 10" WATER MAIN ESTIMATED AT 5' COVER DUE TO EXIST/NG U77LITY CROSSINGS, CONTRACTOR TO CONFIRM. BY: DATE:
A&BUILT
3. MIN/MUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLA170N OF ETHAFOAM PAD IS REQUIRED.
NO AS -BUIL T INFORMA TION ON THIS SHEET.DATE: w
BY:
N/ CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
z
AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA110NS
Sill �U�j ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, DATE: �'
nc r ACCURATELY REFLECTS EXIS77NG FIELD CONDITIONS AS DETERMINED BY 1 CITY OF RENTON COMMENTS YIP 04.26.17 MAJ SURVEYED: SCALE: VERTICAL: NAvo isaa
Sis TH E PINES 12.23.16
ME OR UNDER MY DIRECT SUPERVISION ON 71/S DA TE. 111212018. " Mal AS NOTED HORIZONTAL: nwo �sas�issi Q� w
2 CITY OF RENTON COMMENTS YLP 05.15.17 �.�- CITY. Y O I
DESIGNED: - FIELDBOOK:
YLP
D.R. STRONG _
i ,-- 3 IRRIGATION SERVICE YLP 01.03.18 MAJ rJL
PAGE.
a CONSUL TING ENGINEERS DRAWN:
RENTON
4 DRAFT AS-BUILTS YLP 105.10.18 MAJ COMPOSITE UTILITY PLAN
MES .. -.. DRAWING N0:
.ONE INCH I
32,,, ENGINEERS PLANNERS SURVEYORS 5 AS -BUILT MYLARS YLP 06.25.18 MAJ CHECKED: . ��M
�T FULL gCgLE l Planning/Building/Public .Works Dept: 850 & 870 MONROE AVENUE NE c23
S ISTERE CS ",: ;' MAJ
� IF NOT ONE INCH .. - .. _ �:"
33 SCALE ACCORDINGLY /-� (� SHEET: OF:
820 7TH AVENUE, F 425 82 24 980 PPR APPROVED: I N V TO N .78 0 5 6
N0. REVISION BY DATE A RENTON, `NQSI"I 23 23
O 425 827 3063 F 425.827.2423 MAJ
DRS PROJECT NO. 16
007 .