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GENERAL NOTES
I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest
edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept
on site at all times during construction.
2 The hours of work in the street right -of -way shall be limited to 8.•30 AM to 3.•30 PM on weekdays unless otherwise approved in writing by
the Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works
24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance.
J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct
location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555
4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for
scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four
hour notice will be required prior to starting new construction.
5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction.
6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility
Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings.
7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface
concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to
to on existing expansion joint.
8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City
of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over
night without prior written approval of the Inspector.
LEGAL DESCRIPTION
PARCEL A
L E G E N D (EX /ST /NG)
I$
WATER METER
W
MN
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ao
4
N O e
WA TER VAL VE
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DECIDUOUS TP,EE
E-� a-
Q o
Of
SHRUB
a
��
POST INDICA TOR VAL VE
E
\E
y C
ROCKERY
Z
CD
534.00 FEET, THENCE
MAfLBOY.
O
U
240.37 FEET, MORE
PARALLEL WITH THE
®
YARD DRAIN
POINT OF
W
J
W
THE EASTERLY MARGIN OF 132ND AVENUE SOUTHEAST, THENCE NORTH
THENCE NORTH 1'23'12" WEST ALONG A LINE 100 FEET EAST OF AND PARALLEL
1'23'12" EAST PARALLEL
TO SAID 132ND
WITH SAID MARGIN 152.00 FEET; THENCE NORTH 89'24'22" EAST PARALLEL WITH
AVENUE SOUTHEAST 152.00 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO
THE NORTH LINE
THE NORTH LINE
OF SAID SUBDIVISION 89.94 FEET AND THE TRUE POINT OF BEGINNING.
I a
EAST LINE OF
TOGETHER AND SUBJECT TO EASEMENTS OF RECORD.
GENERAL NOTES
I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest
edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept
on site at all times during construction.
2 The hours of work in the street right -of -way shall be limited to 8.•30 AM to 3.•30 PM on weekdays unless otherwise approved in writing by
the Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works
24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance.
J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct
location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555
4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for
scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four
hour notice will be required prior to starting new construction.
5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction.
6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility
Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings.
7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface
concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to
to on existing expansion joint.
8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City
of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over
night without prior written approval of the Inspector.
LEGAL DESCRIPTION
PARCEL A
L E G E N D (EX /ST /NG)
I$
WATER METER
�
MN
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ao
4
N O e
WA TER VAL VE
�o
F E
z a
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E 3
2Q
Li
NT�
yu-
1 a>
4 c
DECIDUOUS TP,EE
E-� a-
Q o
ti
SHRUB
a
��
POST INDICA TOR VAL VE
E
\E
y C
ROCKERY
To
om
a�
534.00 FEET, THENCE
MAfLBOY.
�a
WETLAND FLAG
240.37 FEET, MORE
PARALLEL WITH THE
®
YARD DRAIN
POINT OF
W
y�§
GENERAL NOTES
I All work and mcteriols shall be in conformance with the standards and specifications of the City of Renton Utility Department and the latest
edition of the WSDOT /APY ✓A Standards and Specifications, as approved by the City of Renton. A set of approved plans shall be kept
on site at all times during construction.
2 The hours of work in the street right -of -way shall be limited to 8.•30 AM to 3.•30 PM on weekdays unless otherwise approved in writing by
the Deportment of Public Works at 235 -2635. All street closures, partial or full, shall be approved by the Department of Public Works
24 hours in advance. The Police Department, Fire Deportment, and 911 shall be notified 24 hours in advance.
J. All locations of existing utilities shown are approximate and shall be the contractors responsibility to verify the true and correct
location so as to avoid damage or disturbance. For utility locate call 48 -Hour Locators, 1 -800- 424 -5555
4. A preconstructian conference is required prior to any construction. A minimum of 3 (three) working days notice is required for
scheduling. Prior to scheduling the precon a permit information sheet must be supplied to the Utility Engineers Office. Twenty -four
hour notice will be required prior to starting new construction.
5. It shall be the contractors resposibility to secure o/I necessary permits prior to starting construction.
6. Inspection will be accomplished by a representative of the City of Renton, It shall be the contractors responsibility to notify the Utility
Deportment 24 hours in odvcnce of backrilling oll construction. The contractor as well as the Engineers shall keep cs -built drawings.
7 Asphalt and concrete street paving shall be sawcut to a minimum depth of two inches. Oil mot streets may be spode cut. All surface
concrete, pavement, sidewalks, curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two inches or removed to
to on existing expansion joint.
8. A Temporary cold mix asphalt patch shall be placed on the day of initial excavation with o permanent, sealed patch to be placed, to City
of Renton policy, within ten days Coll subgrode inspection prior to placement of final patch. Trenches will not be left open over
night without prior written approval of the Inspector.
LEGAL DESCRIPTION
PARCEL A
L E G E N D (EX /ST /NG)
I$
WATER METER
�
POWER POLE
-b-
FIRE HYDRANT
N
WA TER VAL VE
SECTION 3,
CONIFER TREE
O
SAN /TARY SEWER MANHOLE
DESCRIBED AS
DECIDUOUS TP,EE
❑
CATCH BASIN
SHRUB
O
POST INDICA TOR VAL VE
cl:::M
ROCKERY
To
TELEPHONE RISER
534.00 FEET, THENCE
MAfLBOY.
Z-\
WETLAND FLAG
240.37 FEET, MORE
PARALLEL WITH THE
®
YARD DRAIN
132ND AVENUE SOUTHEAST 152.00 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET
TO THE TRUE
POINT OF BEGINNING.
TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD.
n s PARCEL B
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
< SECTION 3,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
F DESCRIBED AS
o FOLLOWS:
} BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH
M 89 °24'22" EAST
ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST
534.00 FEET; THENCE
SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION
160.37 FEET, MORE
OR LESS, TO A POINT 180 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE
POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE NORTH 1'23'12" WEST ALONG A. LINE 180 FEET EAST OF AND PARALLEL
Z TO SAID 132ND
o AVENUE SOUTHEAST 152 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO
THE NORTH LINE OF
SAID SUBDIVISION 80 FEET; THENCE SOUTH 1 °23'12" EAST PARALLEL TO THE
EAST LINE OF 132ND
AVENUE SOUTHEAST 152 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE
TRUE POINT OF
BEGINNING.
TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD.
a;' —J; ,
LEGEND (PROPOSED)
5�
Rth ST
19ti� pS
PROJECT SITE NE i h ST "I i PL
SU/ySET B h ST
0
U
NE 12 h ¢ SE
> z
z
0
z
0
NE 10th ST
STORM DRAIN PIPE
-ROOF AND FOOTING DRAIN
BOUNDARY
LOT LINE
RIGHT -OF -WAY
GUTTER, FLOW, & CURB LINE
CENTER LINE
- - - -- EASEMENT
----- - - - - -- BUILDING SETBACK LINE (BSBL)
- - .- - - - •- - SWALE OR DITCH
FENCE
10' CONTOURS
2' CONTOURS
SEWER MAIN
- - -- -
- - - - -- SEWER FORCE MAIN
SEWER SERVICE
— — — — -WATER MAIN
-- EASEMENT
SEWER MANHOLE
• CLEANOUT
0— SINGLE WATER METER W/ 3/4" SERVICE
■ CATCH BASIN, TYPE I
O CATCH BASIN, TYPE II
VICINITY MAP
NTS
DATUM Os1771t!
HORIZONTAL DATUM:
CITY OF RENTON VERTICAL DATUM:
NAD 83/91 NAVD 88
VERTICAL DATUM:
NAVD 88
1. TOPOGRAPHY FROM SURVEY BY MEAD, GILMAN &
ASSOC., INC.
BENCH MARKS
CITY OF RENTON 159 CASED 4" X 4" CONIC MON WITH
1 1/2" BRASS DISC & PUNCHMARK AT INTX NE 12TH
STREET AND UNION AVENUE ELEV = 415.95
CITY OF RENTON 716 CASED CONC MON WITH 1" BRASS
DISK ATINIX NE 19TH STREET & UNION AVENUE NE
ELEV = 437.27
TBM #1 CENTER CAP BOLT FIRE HYDRANT NEAR SW
CORNER OF ACCESS EASEMENT
ELEV = 394.29
• CLEANOUT
PARCEL C
THE SOUTH 40 FEET OF THE FOLLOWING DESCRIBED PROPERTY:
OF PARCEL A
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 3,
SECTION 3,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
DESCRIBED AS
DESCRIBED AS
FOLLOWS:
FOLLOWS:
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH
BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH
89 °24'22" EAST
69 °24'22" EAST
ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST
ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST
382.00 FEET TO THE
534.00 FEET, THENCE
TRUE POINT OF BEGINNING;
SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION
THENCE NORTH 1 °10'21" EAST 152.00 FEET; THENCE SOUTH 89 °24'22° WEST
240.37 FEET, MORE
PARALLEL WITH THE
OR LESS, TO A POINT 100 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE
NORTH LINE OF SAID SUBDIVISION 80.37 FEET, MORE OR LESS, TO A POINT 260 FEET
POINT OF
EASTERLY OF
BEGINNING OF THIS DESCRIPTION;
THE EASTERLY MARGIN OF 132ND AVENUE SOUTHEAST, THENCE NORTH
THENCE NORTH 1'23'12" WEST ALONG A LINE 100 FEET EAST OF AND PARALLEL
1'23'12" EAST PARALLEL
TO SAID 132ND
WITH SAID MARGIN 152.00 FEET; THENCE NORTH 89'24'22" EAST PARALLEL WITH
AVENUE SOUTHEAST 152.00 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO
THE NORTH LINE
THE NORTH LINE
OF SAID SUBDIVISION 89.94 FEET AND THE TRUE POINT OF BEGINNING.
OF SAID SUBDIVISION 80 FEET; THENCE SOUTH 1'23'12" EAST PARALLEL TO THE
EAST LINE OF
TOGETHER AND SUBJECT TO EASEMENTS OF RECORD.
132ND AVENUE SOUTHEAST 152.00 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET
TO THE TRUE
POINT OF BEGINNING.
TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD.
n s PARCEL B
THAT PORTION OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF
< SECTION 3,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON,
F DESCRIBED AS
o FOLLOWS:
} BEGINNING AT THE NORTHWEST CORNER OF SAID SUBDIVISION; THENCE NORTH
M 89 °24'22" EAST
ALONG THE NORTH LINE THEREOF 372.37 FEET; THENCE SOUTH 1'10'21" EAST
534.00 FEET; THENCE
SOUTH 89'24'22" WEST PARALLEL WITH THE NORTH LINE OF SAID SUBDIVISION
160.37 FEET, MORE
OR LESS, TO A POINT 180 FEET EAST OF 132ND AVENUE SOUTHEAST AND THE TRUE
POINT OF
BEGINNING OF THIS DESCRIPTION;
THENCE NORTH 1'23'12" WEST ALONG A. LINE 180 FEET EAST OF AND PARALLEL
Z TO SAID 132ND
o AVENUE SOUTHEAST 152 FEET; THENCE NORTH 89 °24'22" EAST PARALLEL TO
THE NORTH LINE OF
SAID SUBDIVISION 80 FEET; THENCE SOUTH 1 °23'12" EAST PARALLEL TO THE
EAST LINE OF 132ND
AVENUE SOUTHEAST 152 FEET; THENCE SOUTH 89 °24'22" WEST 80 FEET TO THE
TRUE POINT OF
BEGINNING.
TOGETHER WITH AND SUBJECT TO EASEMENTS OF RECORD.
a;' —J; ,
LEGEND (PROPOSED)
5�
Rth ST
19ti� pS
PROJECT SITE NE i h ST "I i PL
SU/ySET B h ST
0
U
NE 12 h ¢ SE
> z
z
0
z
0
NE 10th ST
STORM DRAIN PIPE
-ROOF AND FOOTING DRAIN
BOUNDARY
LOT LINE
RIGHT -OF -WAY
GUTTER, FLOW, & CURB LINE
CENTER LINE
- - - -- EASEMENT
----- - - - - -- BUILDING SETBACK LINE (BSBL)
- - .- - - - •- - SWALE OR DITCH
FENCE
10' CONTOURS
2' CONTOURS
SEWER MAIN
- - -- -
- - - - -- SEWER FORCE MAIN
SEWER SERVICE
— — — — -WATER MAIN
-- EASEMENT
SEWER MANHOLE
• CLEANOUT
0— SINGLE WATER METER W/ 3/4" SERVICE
■ CATCH BASIN, TYPE I
O CATCH BASIN, TYPE II
VICINITY MAP
NTS
DATUM Os1771t!
HORIZONTAL DATUM:
CITY OF RENTON VERTICAL DATUM:
NAD 83/91 NAVD 88
VERTICAL DATUM:
NAVD 88
1. TOPOGRAPHY FROM SURVEY BY MEAD, GILMAN &
ASSOC., INC.
BENCH MARKS
CITY OF RENTON 159 CASED 4" X 4" CONIC MON WITH
1 1/2" BRASS DISC & PUNCHMARK AT INTX NE 12TH
STREET AND UNION AVENUE ELEV = 415.95
CITY OF RENTON 716 CASED CONC MON WITH 1" BRASS
DISK ATINIX NE 19TH STREET & UNION AVENUE NE
ELEV = 437.27
TBM #1 CENTER CAP BOLT FIRE HYDRANT NEAR SW
CORNER OF ACCESS EASEMENT
ELEV = 394.29
• CLEANOUT
TBM #2 SE CORNER CONIC PAD NEAR THE NE CORNER
° YARD DRAIN
OF PARCEL A
ELEV = 398.66
2 CURB RAMP
RIPRAP
4K
273201
MAILBOX
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ASUILT PLAN
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SHEET INDEX
1 COVER
2 SANITARY SEWER PLAN
3 WATER PLAN
4 HYDRANT RELOCATION DETAIL
5 SANITARY SEWER AND WATER MOTES
S SANITARY SEWER DETAILS
7 WATER DETAILS
Robert P. Wenzl
elm®nt P.O. Box 2401
Kirkland, WA 18083 -2401
AN
Inc. Homes, (425) 823 -47'3 oy�os WAS 0
CAUTION w a x
LOCATION OF EXISTING UTILITIES SHOWN IS g F o
APPROXIMATE AND MAY NOT BE ACCURATE Horton Dennis a Associates, Inc. a F4
OR ALL INCLUSIVE. IT IS THE CONTRACTORS Consulting Engineers, Planners, and Surveyors �O�"831190<� °�`"�
RESPONSIBILITY TO FIELD VERIFY LOCATION 320 SECOND AVENUE SOUTH �ss701ST%
OF UTILITIES PRIOR TO PROCEEDING WITH PHONE KIRKLAND, WASHINGTON 98033 -6687 (425) 822 -2525 FAX (425) 822 -8758 EXPIRES
CONSTRUCT';ON.
SCANNED OCT ° 8 1999
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D I CL. 5
212 LF 8"
I oPOSED ROOF 6�t
'LoJ ice- MH I --
8A
RIM-394.32
INV!IN=388.57 (ICTR)
380
54 DIA SHALLOW TYPE B
RIM=391.36 391.20
INV 114=387.86 387.95 (CTR)
INV OUT=387.76
RlWi=391.2
IE 8"E=386.6 d Co
OP
IE 8"S=385.6
0+00 1+00
AT DRIVEWAY
- - - - --- - - - - - -
2+00
420
z
m,
WATER LIINE_._
PROPOSED
400
54" DIA SHALLOW TYPE B
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ROADS
S&
IDE�ALKS_NDER REC_ NO.
EASEMENT FOR INGRESS, ffi
& U11LITIES UNDER 2: S;'88'G2'26" E 66-0
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5130776E
--REC. NO. 0000000000. 2f
V) EASEMENT FOR INGRESS
(RE-CHANNEL MH)
04
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/ / _.REC_ NO- 0000000000.
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EXIST MH 66
80-00,
Cf), 3
i 0
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RIM=111
IE 8" �286.15
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00
LOT
J_ 00 MIN FF 401.0
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0,
IE 8"S=385.6
6" IE 39�7_4
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TYPE B
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STA 0+27.5, 0.5' RT.
EASEMENT FOR
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E-
I PROPOSED_,WATER LINE
- - - - - - - - -
PUBLIC UTILITIES
T 3 E) C
STA 0+00
R!
77
- - - - 1�
UNDER REC. NO.
8707281848.
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SSMH 68 -A
Z,)r
RIM 394.32
40,
4 0o Z
38&57
11' EASEMENT FOR _00TILI`�11___ ':nMH 69
UNDER REC. NO. 0000000000. RIM = 400-74
NN
13 LF-8"D.I.
V = 395.34
11' SANITARY SEWER ESMT
S = 0.048
9 J.
STATIONING IS ALONG SOUTH PROPERTY
71
LINE FROM INTERSECTION OF UNION AVENUEi
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C11
B. `-P 1_586.'D
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307 PROPERTY LINE!
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400 -------
13 Q 0.0477 - -- - --
0 01 @ S=0.0319
D I CL. 5
212 LF 8"
I oPOSED ROOF 6�t
'LoJ ice- MH I --
8A
RIM-394.32
INV!IN=388.57 (ICTR)
380
54 DIA SHALLOW TYPE B
RIM=391.36 391.20
INV 114=387.86 387.95 (CTR)
INV OUT=387.76
RlWi=391.2
IE 8"E=386.6 d Co
OP
IE 8"S=385.6
0+00 1+00
AT DRIVEWAY
- - - - --- - - - - - -
2+00
Z_
I
GRAPHIC SCALE
0 1. 20 b 8D
IN FEET
I inch = 20 ft
1 EXPIRES 2/18/01J
ASBUIL PLANS
S- ?73?O?
420
400
GROUND AT
RIM=400.50 400.74 1 MH 68
INV OUT=396.&3 �395-34 EXIST MH 67,-'
380 RIM=a91z3& 391 201
1" = 20' HORIZONTAL
1" = 10' VERTICAL I
3+00
wwww'U'uno
420
z
m,
WATER LIINE_._
PROPOSED
400
54" DIA SHALLOW TYPE B
Z_
I
GRAPHIC SCALE
0 1. 20 b 8D
IN FEET
I inch = 20 ft
1 EXPIRES 2/18/01J
ASBUIL PLANS
S- ?73?O?
420
400
GROUND AT
RIM=400.50 400.74 1 MH 68
INV OUT=396.&3 �395-34 EXIST MH 67,-'
380 RIM=a91z3& 391 201
1" = 20' HORIZONTAL
1" = 10' VERTICAL I
3+00
wwww'U'uno
m,
INV IN=387.70 'INV ==m 307.�5
3 80 INV OUT=387.60 INV OUT=387.76
1 L1LF 8"PVC @S=0.005
Horton Dennis & Associates, Inc.
E- Ell Consulting Engineers, Planners, and Surveyors
320 SECOND AVENUE SOUTH
WD" KIRKLAND, WASHINGTON 98033-6687
7 PHONE (425) 822-2525 FAX (425) 822-8758
-EXPIRES A I IN 11K [IN !11\ 11 A I P
SCANNED Ll
CT - 81999
.24 N