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SEE DETA
AT RIGHT
CTA R� 37
7 — 0 Z 12— =NU (M✓) W/
THRUST BLOCK
5592900290
152 MONTEREY PE
Abandon 3/4" Cu
2.5'DP
,5,5929002s,56" Conc Stora
158 MONTEREY PE. N.E. 2'DP
STA. 9+30.9, 9.8'R i
1 — 8" 22/2' BEND
THRUST BLOCK
Abandon 3/4" Cu
z'nn
AMERICAN SURVEYING & ENGINEERING, LLC (ASE)
CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER
VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT
DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE
BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE
MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION
AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL
WATER VALVES, HYDRANTS AND WATER SERVICE METERS
WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND
A C C U R A T E L Y R E F L E C T E D H E R E O N.
Know what's below.
�,_ Call before you dig.
ONE -CALL
7-800-424-5555
SEE SHEET C-6
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 72 HOURS
PRIOR TO CONSTRUCTION.
t'Y
ORIGINAL PLANS STAMPED BY:
ANDREW WEYGANDT ON:2/11/14
PE #44883
4" Conc SS
3' D P STA. 8+19.0, 10.0'RT MONTEREY PL NE
5592900300
STA 8+08 114 MONTEREY PE.
//—A b a n d o n
7 PnwPr C nnrlliitc
3 Conduits
4'DP 5592900180
121 MONTEREY PE
4" Steel Water
SEWER NOTES.- WA TER NOTES. -
01 REPLACE SIDE SEWER TEE PER CITY OF RENTON
STANDARD DETAIL.
SURVEYED:
BRH, INC.
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG, AW
NO. REVISION BY DATE APPR APPROVED:
AG, LH
SCALE:
5592900305
108 MONTEREY PL
�1_
U-1
U-1
W
W
W
AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
A2REWOVE EXISTING FIRE HYDRANT.
A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
SERVICES) CONNECT NEW METER SETTER AND NEW
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q POTHOLE IN THIS LOCA TION AHEAD OF WA TER MAIN
INSTALLATION TO ESTABLISH LINE AND GRADE.
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
Alt ---T\
DATUM
4
R CITY OF
t RENTON
Planning/Building/Public Works Dept.
D E T A I L
22.
A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER
SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCA TION AND DEPTH. LOCATE WA TER MAIN PIPE JOINT A
MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
—VITRIFIED CLAY RE—SECTIONED WITH PVC PIPE SPOOL
AND FLEXIBLE FERNCO COUPLINGS
—CONCRETE.• RE—SECTIONED WITH ROMAC SADDLE
—PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
8Q EXISTING WA 7ERMAIN MUST REMAIN ACTIVE DURING
CONSTRUCTION. INSTALL NEW WA TER MAIN BELOW
EXISTING WATER MAIN IF NECESSARY.
MONTEREY TERRACE WATER MAIN
REPLACEMENT PROJECT
MONTEREY PLACE NE
STA. 6+25 TO STA. 9+75
a
DATE:
FEB
CENTERLINE
DATA —
MONTEREY
PLACE NE
LINE/
CURVE
BEG STATION
END STATION
BEG/PC
END/PT A
R (FT) L (FT)
L7
4+68.62
8+19.09
N 179057.12, E
1304853.43
N 179407.52,
E 1304860.72
350.48
C5
8+19.09
9+06.41
N 179407.52, E
1304860.72
N 179484.04,
E 1304825.26 52'06'46"
96.00 87.32
C6
9+06.41
11+21.84
N 179484.04, E
1304825.26
N 179591.65,
E 1304639.65 17.57'01"
687.63 215.43
SEE DETA
AT RIGHT
CTA R� 37
7 — 0 Z 12— =NU (M✓) W/
THRUST BLOCK
5592900290
152 MONTEREY PE
Abandon 3/4" Cu
2.5'DP
,5,5929002s,56" Conc Stora
158 MONTEREY PE. N.E. 2'DP
STA. 9+30.9, 9.8'R i
1 — 8" 22/2' BEND
THRUST BLOCK
Abandon 3/4" Cu
z'nn
AMERICAN SURVEYING & ENGINEERING, LLC (ASE)
CONDUCTED AN AS—BUILT SURVEY TO LOCATE ALL WATER
VALVES, HYDRANTS AND WATER SERVICE METERS. AS—BUILT
DRAWING REDLINE MARKUPS WERE MAINTAINED BY THE
BUNO CONSTRUCTION COMPANY ON SITE CONSTRUCTION
FOREMAN AND PROVIDED TO ASE TO PREPARE THE FINAL
RECORD DRAWINGS. THE RECORD DRAWINGS REFLECT THE
AS—CONSTRUCTED CONDITIONS BASED ON A COMBINATION
OF FIELD SURVEY DATA AND THE AS—BUILT REDLINE
MARKUP DRAWINGS PROVIDED FROM BUNO CONSTRUCTION
AND SHOULD BE FIELD VERIFIED FOR ANY FUTURE USE. ALL
WATER VALVES, HYDRANTS AND WATER SERVICE METERS
WERE FIELD SURVEYED IN THEIR AS—BUILT LOCATIONS AND
A C C U R A T E L Y R E F L E C T E D H E R E O N.
Know what's below.
�,_ Call before you dig.
ONE -CALL
7-800-424-5555
SEE SHEET C-6
EXISTING UTILITIES ARE SHOWN FOR
REFERENCE ONLY. CONTRACTOR
SHALL FIELD LOCATE ALL EXISTING
UTILITIES A MINIMUM OF 72 HOURS
PRIOR TO CONSTRUCTION.
t'Y
ORIGINAL PLANS STAMPED BY:
ANDREW WEYGANDT ON:2/11/14
PE #44883
4" Conc SS
3' D P STA. 8+19.0, 10.0'RT MONTEREY PL NE
5592900300
STA 8+08 114 MONTEREY PE.
//—A b a n d o n
7 PnwPr C nnrlliitc
3 Conduits
4'DP 5592900180
121 MONTEREY PE
4" Steel Water
SEWER NOTES.- WA TER NOTES. -
01 REPLACE SIDE SEWER TEE PER CITY OF RENTON
STANDARD DETAIL.
SURVEYED:
BRH, INC.
DESIGNED:
AW
DRAWN:
AW
CHECKED:
AG, AW
NO. REVISION BY DATE APPR APPROVED:
AG, LH
SCALE:
5592900305
108 MONTEREY PL
�1_
U-1
U-1
W
W
W
AX COVER MINIMUM. (TYP.), UNLESS OTHERWISE SPECIFIED.
A2REWOVE EXISTING FIRE HYDRANT.
A4 REPLACE EXISTING 3/4" WA TER SERVICE WITH NEW 1" WA TER
SERVICE PER STANDARD DETAIL 320.1. (TYPICAL FOR ALL
SERVICES) CONNECT NEW METER SETTER AND NEW
COPPER TAIL PIECE TO CUSTOMER PRIVATE SERVICE LINE.
5Q POTHOLE IN THIS LOCA TION AHEAD OF WA TER MAIN
INSTALLATION TO ESTABLISH LINE AND GRADE.
1 "=20'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL- NAVD 1988
HORIZONTAL- NAD 1983/1991
Alt ---T\
DATUM
4
R CITY OF
t RENTON
Planning/Building/Public Works Dept.
D E T A I L
22.
A6APPROXIMA7E LOCA TION OF EXISTING SANITARY SEWER
SERVICE BASED ON AS—BUILT DRAWINGS (TYP.). SIDE
SEWERS AREA T APPROX. 2'-5' DEPTH. CONTRACTOR
SHALL POTHOLE IN ADVANCE TO DETERMINE EXACT
LOCA TION AND DEPTH. LOCATE WA TER MAIN PIPE JOINT A
MINIMUM OF 6' FROM SEWER CROSSING, OR AS APPROVED
BY ENGINEER. CONTRACTOR SHALL REPAIR DAMAGED
SIDE SEWERS AT OWN EXPENSE AS FOLLOWS.•
—VITRIFIED CLAY RE—SECTIONED WITH PVC PIPE SPOOL
AND FLEXIBLE FERNCO COUPLINGS
—CONCRETE.• RE—SECTIONED WITH ROMAC SADDLE
—PVC: RE—SECTIONED WITH RIGID COUPLINGS OR A
ROMAC SADDLE
8Q EXISTING WA 7ERMAIN MUST REMAIN ACTIVE DURING
CONSTRUCTION. INSTALL NEW WA TER MAIN BELOW
EXISTING WATER MAIN IF NECESSARY.
MONTEREY TERRACE WATER MAIN
REPLACEMENT PROJECT
MONTEREY PLACE NE
STA. 6+25 TO STA. 9+75
a
DATE:
FEB
2014
FIELDBOOK:
PAGE:
DRAWING NO:
C-5
SHEET: SOF: 20