HomeMy WebLinkAbout2525_Emonds_Ave_SEWER AS-BUILTDATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
SHEET
NO.
TITLESHEET
NO.
SCALE IN FEET
0 120
PROPOSED PROJECT AREA
C-1.0
LEGAL DESCRIPTION
R-8
3343900078
CITY OF RENTON
RENTON, WA 98056
2525 EDMONDS AVE NE
PHONE: 425-2984412
SAMMAMISH WA 98074
21923 NE 11TH ST
SITE SURVEY INC
PROJECT ENGINEER:
SURVEYOR
PARCEL ACREAGE:
JURISDICTION:
TAX PARCEL NUMBER:
ZONING:
'PROJECT SITE:
PROPERTY OWNER:
VICINITY MAP
SCOPE OF WORKS
1 3
6/10/2026
PHONE: 206-795-5674
BOTHELL, WA 98011
8822 NE 178TH ST
TANDEM ENGINEERING CONSULTANT LLC
8,067 S.F. (0.185 ACRES) AS SURVEYED
ZHIFENG LIANG
60 30 60
E
D
M
O
N
D
S
AV
E
N
E
D
AYT
O
N
AV
E
N
E
NE 25TH ST
NE 25TH ST
3343900078
CONTRACTOR SHALL CONFIRM EARTHWORK VOLUMES TO THEIR SATISFACTION.
QUANTITIES ARE FOR REFERENCE ONLY.
EARTHWORK QUANTITIES
STIE DISTURBACE AREA: 6,500 S.F
CONSTRUCT A 115-FOOT SEWER MAIN WITH AN 8-INCH DIAMETER ON THE PRIVATE ACCESS ROAD
BACK FILL : 138 CUBIC YARD FOR SEWER MAIN INSTALLATION
EXCAVATION: 140. CUBIC YARD FOR SEWER MAIN INSTALLATION.
SITE INFORMATIONABBREVIATIONS
W
S
E
N
IE
ELE.
D.I.
CB
CONC
CDF
SSCO
STD.
COR
WEST
SOUTH
EAST
NORTH
INVERT ELEVATION
ELEVATION
DUCTILE IRON PIPE
CATCH BASIN
CONCRETE
CONTROL DENSITY FILL
SIDE SEWER CLEANOUT
STANDARD
CITY OF RENTON
STA.
CL.
MIN.
FL
MJ
NTS
DIAM.
PVC
STATION
CLASS
MINIMUM
FLANGE
MECHANICAL JOINT
NON TO SCALE
DIAMETER
POLYVINY CHLORIDE
2525 RESIDENT SEWER PLAN
COVER SHEET
2525 RESIDENT SEWER PLAN
W
W
P
-
2
7
-
4
3
5
3
THAT PORTION OF THE NORTH HALF OF TRACT 205 OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11, OF
PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 205; THENCE S 0 33/64 31'03" W ALONG
THE EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET; THENCE N 88 33/64 58'56" W PARALLEL TO
THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00 FEET TO A POINT ON A CURVE THE
CENTER OF WHICH BEARS S 61 33/64 35'51" W; THENCE ALONG SAID CURVE TO THE LEFT WITH A
RADIUS OF 30.00 FEET, FOR A DISTANCE OF 76.28 FEET TO A POINT WHICH BEARS N 84 33/64 04'34" W
FROM THE CENTER OF SAID CURVE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE
PARCEL HEREINAFTER DESCRIBED;
THENCE N 84 33/64 04'34" W, A DISTANCE OF 83.85 FEET TO THE WEST LINE OF SAID TRACT 205;
THENCE S 0 33/64 30'55" W ALONG SAID WEST LINE, A DISTANCE OF 129.48 FEET TO A POINT 100.00
FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID TRACT 205; THENCE S
89 33/64 55'54" E PARALLEL TO THE SOUTH LINE OF SAID NORTH HALF A DISTANCE OF 20.00 FEET;
THENCE N 38 33/64 43'17" E, A DISTANCE OF 120.91 FEET TO A POINT ON SAID CURVE; THE CENTER OF
WHICH BEARS N 38 33/64 43'17" E; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF
30.00 FEET FOR A DISTANCE OF 29.95 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER WITH AN UNDIVIDED 1/3 INTEREST AND TOGETHER WITH AN EASEMENT FOR INGRESS
AND EGRESS OVER THE REMAINING 2/3 INTEREST IN THAT PORTION OF THE NORTH HALF OF
TRACT 205 OF C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AND
TOGETHER WITH VACATED COUNTY ROAD NO. 174, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11, OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT; THENCE S 0 33/64 31'03" W, ALONG THE
EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET TO THE TRUE POINT OF BEGINNING OF
PARCEL HEREINAFTER DESCRIBED;
THENCE N 88 33/64 58'56" W PARALLEL WITH THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00
FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS S 61 33/64 35'51" W; THENCE ALONG
SAID CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET FOR A DISTANCE OF 166.68 FEET TO A
POINT WHICH BEARS S 76 33/64 44'01" E FROM THE CENTER OF SAID CURVE;
THENCE S89 33/64 55'54 E PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 205, A
DISTANCE OF 110.00 FEET TO THE EAST LINE OF SAID TRACT; THENCE N 0 33/64 31'03" E ALONG SAID
EAST LINE A DISTANCE OF 19.29 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
S-435301
C
2
5
0
0
1
3
8
2
SEWER MAIN PLAN
POST CONSTRUCTION SURVEY
COVER SHEET
C 3.0
C 2.0
C 1.0
6/12/2026
AS BUILT
22.0'
24.1'
4.1'
4.1'
13.6'
18.7'
24.3'
54.2'315.1319.0323.2315.9315.8315.9315.7315.0315.5315.6315.5315.9315.5315.0314.9315.1315.0315.1315.4315.7315.6315.6315.6315.8315.3315.2315.2315.5315.6315.7315.5315.0315.0315.1315.5315.0315.6316.4317.1317.3318.3317.1318.3317.6317.6316.6317.1316.0318.2315.6318.1318.6315.9316.4318.3318.1318.2318.3318.3318.7318.8317.3318.3318.5317.3317.5317.6317.7318.1318.1318.6319.3319.7319.7319.7319.5319.4319.6319.4319.3319.3319.1318.9319.2319.5319.6319.7319.9320.2319.6321.6321.4321.3321.2321.4321.0321.0320.8321.0321.6321.5321.2320.7319.4
318.0318.3DS6*317.9DS6*31 7.9319.6318.5321.3318.4318.9319.2319.5320.7
320.4320.7320.7320.4320.9320.4321.0DF36321.5321.2321.7DF6320.2322.7DF10322.4322.7323.9324.9DS16323.3322.5322.7323.9324.2323.7322.2322.1323.8324.8325.1324.2322.7322.4322.4322.4321.5321.4321.5321.6321.6321.7321.3321.3321.3320.7321.2321.3320.9321.9319.7318.1
320 .9321.2319.0EVLTP
R=30.00'
A=166.67'D=318°18'35"
R=30.00'
A=60.44'D=115°25'40"
R=30.00'A=76.28'
D=145°41'03"
S38°42'18"W
30.00'
S84°05'50"E30.00'
S 6 1 °3 5 '1 3 "W
3 0 .0 0'
N88°59'34"W
110.00'S0°30'25"W
19.29'
S0°30'25"W
286.68'
S0°30'25"W
65.00'
S84°05'12"E
83.85'
N0°30'17"E
129.48'
N89°56'32"W
20.00'
N38°42'39"E
120.93'
R=30.00'
A=29.95'
D= 57°11'52"
ONE STORY
HOUSE
16.5'
26.0'
27.3'
6.9'
5.1'
29 .6'
S
HE
D 2.0' SE
SH
ED 0.6' S
E
SHED
R
O
OF 0.1' N
W
R
O
OF 1.1' N
W
1.3' N
W
3.0'
0.3' N
0.9' W
0.1' E
0.4' W
0.5' W
0.5' N
1.1' N
1.9'
3.5'
0.7' SE
0.6' SE
0.1' N
W
1.0' N
W
RH = 334.6'
FF = 322.7'
FF = 322.6'
FF = 321.4'
HEDGE
SET REBAR &
CAP (38964)
OFFSET 2.00' N
SET REBAR &
CAP (38964)
SET REBAR &
CAP (38964)
SET REBAR &
CAP (38964)
FENCE
0.8' N & 1.0' W
FENCE
0.2' S & 1.3' W
ED
MONDS
AVE
N
UE NE
CB
RIM = 314.98'
SDMH
RIM = 315.54'
IE (N) = 309.44'
IE (S) = 309.59'
SSMH
RIM = 315.69'
IE (N,S,W) CTR. CHN. = 309.92'
CB
RIM = 315.01'
IE (W) 12" RCP = 313.19'
S89°56'32"E
113.00'506.09'
PA R C E L N O .
3 3 4 3 9 0 -0 0 7 8
PA R C E L N O .
3 3 4 3 9 0 -0 0 7 7
PA R C E L N O .
3 3 4 3 9 0 -0 0 7 9
PA R C E L N O .
2 7 2 0 0 0 -0 0 8 0
PA R C E L N O .
3 3 4 3 9 0 -0 0 8 0
PA R C E L N O .
3 3 4 3 9 0 -0 0 9 4
PA R C E L N O .
3 3 4 3 9 0 -0 0 7 8
PA R C E L N O .
3 3 4 3 9 0 -0 0 9 1
PA R C E L N O .
2 7 2 0 0 0 -0 0 9 0
PA R C E L N O .
2 7 2 0 0 0 -0 1 0 0
FF = 321.5'
SET REBAR &
CAP (38964)
OFFSET 1.00' NE
324
3
2
2
322
324
320
3 18
3 1 8
316
318
318
318
GARAGE FF = 320.9'
GARAGE FF = 317.6'
INGRESS, EGRESS &
UTILITIES EASEMENT
6" STANDPIPE
IE = 316.11'
SSMH
RIM = 319.14'
IE (E) =313.05'
SIDE SEWER CONNECTION
6.5' E OF CENTER OF SSMH
IE = 313.01'
6" STANDPIPE
IE = 312.30'
8" PVC 111.39 LF @ 0.64%
6" P V C 4 0.5 8 L F @ 7.5 4 %
8" PVC 6.50 LF @ 0.64%
FOUND MONUMENT IN CASE
FOUND
MONUMENT
IN CASE
FOUND
MONUMENT
IN CASE
N88°59'34"W
30.00'
NE CORNER
OF TRACT 205
SET 5/8" X 24" IRON ROD
W/1" YELLOW PLASTIC CAP
POWER METER
GAS METER
P
CATCH BASIN
STORM DRAIN MANHOLE
SANITARY SEWER CLEANOUT
MAILBOX
SANITARY SEWER MANHOLE
WATER VALVE
FIRE HYDRANT
WATER METER
ELECTRICAL VAULT
UTILITY HANDHOLE
EVLT
CABLE PEDESTAL
GAS VALVE
SS
SD
APPROXIMATE LOCATION SANITARY
SEWER LINE
APPROXIMATE LOCATION STORM
DRAIN LINE
UGE
W
G APPROXIMATE LOCATION
UNDERGROUND GAS LINE
APPROXIMATE LOCATION
UNDERGROUND WATER LINE
APPROXIMATE LOCATION
UNDERGROUND POWER LINE
UTILITY POLE
OHP OVERHEAD POWER
WOOD FENCE
TIMBER WALL
CONCRETE WALL
ROCKERY
ASPHALT SURFACE
CONCRETE SURFACE
GRAVEL SURFACE
DF
DS
DOUGLAS FIR
DECIDUOUS
* INDICATES MULTI-TRUNK
UGC APPROXIMATE LOCATION
UNDERGROUND CABLE LINE
GENERAL NOTES
DATUM
VERTICAL DATUM & CONTOUR INTERVAL
Phone: 425.298.4412
BASIS OF BEARINGS
www.sitesurveymapping.com
DRNDATEREVISION
A BEARING OF S0°30'25"W FOR THE CENTERLINE OF EDMONDS AVENUE NE BASED ON
FOUND MONUMENTS.
NE 1/4, NE 1/4, SEC 05, TWP 23N, RNG 5E, W.M.
Site
Surveying, Inc.
21923 NE 11th Street Sammamish, WA 98074
1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT.
EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT
SHOWN HEREON.
2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 35
TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS
SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090.
3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN
JANUARY 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS
EXISTING AT THAT TIME.
4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND
AS-BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY
VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE.
5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED.
ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM GPS
OBSERVATION USING THE WSRN.
DATUM - NAVD 88
2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS
EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR THIS
PROJECT.
N
LEGAL DESCRIPTION
PROJECT INFORMATION
LEGEND
C
PROJECT NO.24-684
DRAWN BY: MTS
CHECKED BY: TNW
DATE: 6/11/26
SHEET 1 OF 1
S
10055
1 INCH = 10 FT.
GRAPHIC SCALE
W
20
E
THAT PORTION OF THE NORTH HALF OF TRACT 205 OF C.D. HILLMANS LAKE WASHINGTON
GARDEN OF EDEN DIVISION NO. 4, ACCORDING TO THE PLAT RECORDED IN VOLUME 11, OF
PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT 205; THENCE S 0°31'03" W ALONG
THE EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET; THENCE N 88°58'56" W PARALLEL TO
THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00 FEET TO A POINT ON A CURVE THE
CENTER OF WHICH BEARS S 61°35'51" W; THENCE ALONG SAID CURVE TO THE LEFT WITH A
RADIUS OF 30.00 FEET, FOR A DISTANCE OF 76.28 FEET TO A POINT WHICH BEARS N 84°04'34" W
FROM THE CENTER OF SAID CURVE, SAID POINT BEING THE TRUE POINT OF BEGINNING OF THE
PARCEL HEREINAFTER DESCRIBED;
THENCE N 84°04'34" W, A DISTANCE OF 83.85 FEET TO THE WEST LINE OF SAID TRACT 205;
THENCE S 0°30'55" W ALONG SAID WEST LINE, A DISTANCE OF 129.48 FEET TO A POINT 100.00
FEET NORTH OF THE SOUTHWEST CORNER OF THE NORTH HALF OF SAID TRACT 205; THENCE S
89°55'54" E PARALLEL TO THE SOUTH LINE OF SAID NORTH HALF A DISTANCE OF 20.00 FEET;
THENCE N 38°43'17" E, A DISTANCE OF 120.91 FEET TO A POINT ON SAID CURVE; THE CENTER OF
WHICH BEARS N 38°43'17" E; THENCE ALONG SAID CURVE TO THE RIGHT WITH A RADIUS OF
30.00 FEET FOR A DISTANCE OF 29.95 FEET TO THE TRUE POINT OF BEGINNING;
TOGETHER WITH AN UNDIVIDED 13 INTEREST AND TOGETHER WITH AN EASEMENT FOR INGRESS
AND EGRESS OVER THE REMAINING 23 INTEREST IN THAT PORTION OF THE NORTH HALF OF
TRACT 205 OF C. D. HILLMANS LAKE WASHINGTON GARDEN OF EDEN DIVISION NO. 4, AND
TOGETHER WITH VACATED COUNTY ROAD NO. 174, ACCORDING TO THE PLAT RECORDED IN
VOLUME 11, OF PLATS, PAGE 82, IN KING COUNTY, WASHINGTON DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID TRACT; THENCE S 0°31'03" W, ALONG THE
EAST LINE OF SAID TRACT A DISTANCE OF 65.00 FEET TO THE TRUE POINT OF BEGINNING OF
PARCEL HEREINAFTER DESCRIBED;
THENCE N 88°58'56" W PARALLEL WITH THE NORTH LINE OF SAID TRACT A DISTANCE OF 113.00
FEET TO A POINT ON A CURVE, THE CENTER OF WHICH BEARS S 61°35'51" W; THENCE ALONG
SAID CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET FOR A DISTANCE OF 166.68 FEET TO A
POINT WHICH BEARS S 76° 44'01" E FROM THE CENTER OF SAID CURVE;
THENCE S89°55'54 E PARALLEL TO THE SOUTH LINE OF THE NORTH HALF OF SAID TRACT 205, A
DISTANCE OF 110.00 FEET TO THE EAST LINE OF SAID TRACT; THENCE N 0°31'03" E ALONG SAID
EAST LINE A DISTANCE OF 19.29 FEET TO THE TRUE POINT OF BEGINNING;
SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON.
PROPERTY OWNER:
TAX PARCEL NUMBER:
PROJECT ADDRESS:
ZONING:
JURISDICTION:
PARCEL ACREAGE:
ZHIFENG LIANG
2525 EDMONDS AVENUE NE
RENTON, WA 98056
334390-0078
2525 EDMONDS AVENUE NE
RENTON, WA 98056
R-8
CITY OF RENTON
8,067 S.F. (0.185 ACRES) AS SURVEYED
ZHIFENG LIANG
2525 EDMONDS AVENUE NE
RENTON, WA 98056
2026, SITE SURVEYING, INC., ALL RIGHTS RESERVED
AS-BUILT SURVEY
DATE:
FIELDBOOK:
DRAWING NO:
PAGE:
SHEET: OF:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
APPROVED:NO.REVISION BY DATE APPR
FILEN
AM
E
:
SURVEYED:
VERTICAL: NAVD 1988
IF NOT ONE INCH
ONE INCH
AT FULL SCALE
HORIZONTAL: NAD 1983/1991
SCALE ACCORDINGLY
DATUM
Planning/Building/Public Works Dept.
CITY OF
RENTON
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
4 10
C-4.0
310
320
1+000+00
EXISTING SURFACE
EXISTING 8" PVC SEWER MAIN
SEWER MAIN PROFILE
V: 1"=2'
H: 1"=10'
1+80
SCALE IN FEET
0105 10 20
Know what'sbelow.
before you dig.Call
R
NOTE:
LEGEND
GRAVEL AREA
SEE COR STD. PLAN 216.30 FOR DETAILS
INLET PROTECTION
FOR TESC
6" TEMPORARY ROLLING CURB
EXISTING 8" DIAM SEWER MAIN
SEE COR STD. PLAN 214.00 FOR DETAILS
SILT FENCE
1 2
SEE WSDOT. SPEC 9-03.12(4)
GRAVEL BACKFILL
SEE WSDOT. SPEC 9-03.9(3)
95% COMPACTION
6" COMPACTED CSTC
ROADWAY TRENCH RESTORATION DETAILS
NTS
SEE WSDOT. SPEC 9-03.9(3)
95% COMPACTION
1.5' COMPACTED CSBC
(UNDER SEPARATE PERMIT)
SEEE COR. STD. 406.2
PROPOSED 6" PVC SIDE SEWER MAIN
8" DIAM. PVC, L=115.0', S=0.4%
IE=310.62
RIM=319.50
MANHOLE
PROPOSED 48"
RETORATION LIMIT
RETORATION LIMIT
RESIDENTS DURING CONSTRUCTION.
CONTRACTOR SHALL MAINTAIN ACCESS FOR ALL
EXISTING CO
REMOVED THE
UTILITIES PER RECORD ARE FOR REFERENCE ONLY
THE EXISTING IE PRIOR TO CONSTRUCTION
CONTRACTOR SHALL FIELD VERIFY
CONNECT TO EXISTING 8" SEWER MAIN
IE=310.16
RIM=317.52
(N:5374.7190, E: 5385.4971)
EXISTING CO. STA.1+115.0 (0')
EXISTING PIPE IE PRIOR TO CONSTRUCTION
CONTRACTOR SHALL FIELD VERIFY THE
SEE COR. STD. 400.1 & 401.1
IE=310.62
RIM=319.50
(N: 5375.0027, E: 5270.4968)
PROPOSED 48" MANHOLE STA. 0+00, (0')
NOTE 8 ON STD 400.1
2' CONCRETE RING PERW
W
P
-
2
7
-
4
3
5
3
C
2
5
0
0
1
3
8
2
S-435304
MH
IE=319.0
EXISTING HOUSE SEWER
CONNECT WITH
EXISTING HOUSE
GARAGE
FF=317.6
SEE COR.STD. 406.1
IE=315.0
RIM=318.50
CLEAN OUT
6" PVC, L=81.0', S=10.4%
IE (W,N,S)=309.92
RIM=315.69
EXISTING 56" MANHOLE
15'
PROPOSED 15' EASEMENT
N:5268.07, E5377.97
319.14
313.05 312.30
IE = 313.01'
6.5' E OF CENTER OF SSMH
SIDE SEWER CONNECTION
316.11
319.14
313.05
312.30
IE=309.92
RIM=315.69
MANHOLE
EXISTING 56"
6" PVC, L=41.0', S=8.0%
6" PVC l=40.58', S= 7.54%
319.39
SEWER MAIN PLAN
2525 RESIDENT SEWER PLAN
AS BUILT
L=117.89',S=0.64%
PROPOSED 8" DIAM. PVC SEWER MAIN
ORIGINAL PROPOSED
RETORATION LIMIT
PROPOSED EASEMENT LIMIT
FOR TESC
6" TEMPORARY ROLLING CURB
LOT LINE
PROPOSED SIDE SEWER
EXISTING SEWER MAIN
EXISTING OVERHEAD POWER LINE
EXISTING GAS LINE
EXISTING UNDERGROUND POWER LINE
EXISTING WATER MAIN
8" DIAM. PVC, L=117.89.0', S=0.64%
(2.9')
MH
STA. 1+17.89 (0')
320
3
2
2
324
316
318
1+15
E
X
IS
T
IN
G
H
O
U
S
E
HEDGE
BLOCK WALL
CL
0+00 1+00
FF=322.7
FF=320.9