HomeMy WebLinkAboutStamp approveed Merrill Gardens Renton (C18002264)- Post permit revision due to comcast duct bank location.pdfFOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURB & GUTTERCONC. CURBCONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16 ~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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WMAIN ENTRANCE
FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.210+000+501+001+501+75PUBLIC
ALLEY
WUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W
W W
W W W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDWWSD
W
FH3
4
5
7
6
9
12
15
10
21
22
11
14
18
19
1
2
8
20
13
16
29
23
26
27
17
28
30
31
32
24
25
E F GD
C
BA
33
334.0'34
34
35 36
37
37
38
SCALE IN FEET
10 5 0 10 20
KEY NOTES:
KEY NOTE:DETAIL/
SHEET
PROTECT EX GREASE
INTERCEPTOR, MUST REMAIN IN
SERVICE DURING CONSTRUCTION
-
TRANSFORMER LOCATION,
COORDINATE WITH PSE -
ADJUST EX JBOX TO FINISHED
GRADE. VAULT COVERS SHALL
COMPLY WITH DOWNTOWN
STREETSCAPE STANDARDS. SEE
VAULT COVER NOTES ON SHEET
C09.
COR STD
PLAN 102.1
PROTECT EX JUNCTION BOX AND
ADJUST TO FINISHED GRADE -
UG ELECTRICAL SERVICE TO
TRANSFORMER. ROUTING IS
APPROXIMATE- SEE PSE DRAWING
#101113708
-
EX 1 1/2" WATER SERVICE HAS
BEEN INACTIVE FOR SEVERAL
YEARS PER COR (ACCOUNT NO
000743-000). ABANDON EX SERVICE
AND SALVAGE METER TO COR
-
EX PSE VAULT TO REMAIN -
STREET LIGHTING JUNCTION BOX
AND CONDUIT (TYP)E1.0-E4.0
REMOVE CLEANOUT AND CAP EX
SSS AT BACK OF CURB -
STA 2+12.89,
REPLACE EX SIDE SEWER FROM
CLEANOUT TO BUILDING AND ANY
PORTION THAT IS NOT 6" DIA PVC.
CONTRACTOR TO POTHOLE EX SSS
AND NOTIFY ENGINEER IF 2.00%
SLOPE FROM BUILDING PLUMBING
CONNECTION CANNOT BE
MAINTAINED
6" IE ±37.50 AT BUILDING
SS1/C14
(COR STD
PLAN 403.1)
RETIRE EX GAS SERVICE AT MAIN,
COORDINATE W/ PSE -
REMOVE EX FIRE SERVICE VAULT
AND INTERIOR PIPING INC. 1"
DOMESTIC SERVICE. RETURN 1"
METER TO CITY
-
FIRE HYDRANT ASSEMBLY
WA2/C12
(COR STD
PLAN 310.1)
ADJUST EX JBOX TO FINISHED
GRADE -
REMOVE EX CLEANOUT -
3" DOMESTIC SERVICE
CONNECTION. REQUIRED DCVA
LOCATED INSIDE BUILDING.
POTHOLE EX GAS MAIN PRIOR TO
TRENCHING FOR WATER SERVICE
AND NOTIFY ENGINEER IF THERE IS
A CONFLICT WITH METER VAULT
WA1/C12,
WA3/C12
(COR STD
PLAN 300.1,
320.4)
6" FIRE SERVICE CONNECTION.
DDCVA LOCATED INSIDE BUILDING
WA5/C13
(COR STD
PLAN 360.5)
STANDPIPE FIRE DEPARTMENT
CONNECTION. 3.0' CLEAR (MIN)
REQUIRED IN ALL DIRECTIONS
-
FIRE LINE POST INDICATOR VALVE
WA5/C13
(COR STD
PLAN 360.5)
1 1
2" IRRIGATION SERVICE TO BE
INSTALLED BY CITY FORCES.
CONTRACTOR SHALL PROVIDE ALL
EXCAVATION AND EXPOSE THE
WATER MAIN AND ALSO DIG THE
TRENCH FOR THE NEW SERVICE
LINE FROM THE MAIN TO THE
METER. DCVA TO BE LOCATED IN
WATER/FIRE ROOM. IRRIGATION
SERVICES WILL IRRIGATE PRIVATE
PROPERTY AND STREET TREES
WA7/C18
(COR STD
PLAN 320.2)
EX STREET LIGHT TO BE REMOVED
AND REPLACED EC1.0-EC4.0
PROTECT EX WATER SERVICE -
STA 2+34.71
NEW GAS SERVICE AND METER,
COORDINATE WITH PSE
-
STA 1+28.18
NEW 6" SSS @ 2.00% MIN SLOPE,
W/ NEW CONNECTION TO MAIN
6" IE ±37.50 AT BUILDING
SS2/C14,
SS3/C14
(COR STD
PLAN 406.2,
406.1)
NEW SSCO #1
RIM TO FINISHED GRADE
SS1/C14
(COR STD
PLAN 403.1)
STREET LIGHTING CONDUIT (TYP)E1.0 - E4.0
NEW SSCO #2
RIM TO FINISHED GRADE
SS1/C14
(COR STD
PLAN 403.1)
±25 LF 6" DI PIPE -
STA 2+20.40, 9.45' LT
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±25 LF 6" DI PIPE TO HYDRANT
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
STA 2+26.82, 9.45' LT
12" X 4" TAPPING TEE (MJxFL)
4" TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±27 LF DI PIPE TO METER
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
STA 2+30.29, 9.45' LT
12" X 6" TAPPING TEE (MJxFL) 6"
TAPPING VALVE (FLxMJ)
W/ CONC THRUST BLOCK
±40 LF 6" DI PIPE TO PIV
WA1/C12,
WA4/C13
(COR STD
PLAN 300.1,
330.2)
PLUG EX 6" VALVE WITH 6" PLUG
(MJ) BY CITY FORCES.
CONTRACTOR TO EXCAVATE AND
RESTORE ROADWAY. CAP EX 6"
SERVICE DOWNSTREAM OF VALVE
-
22.5 OR 45 DEG BEND W/ CONC
BLOCKING PER COR STD PLAN
330.2. BEND LOCATION AND ANGLE
TO BE FIELD DETERMINED IN
ORDER TO ACHIEVE CLEARANCE
FROM EX UTILITIES
WA4/C13
WA6/C13
(COR STD
PLAN 330.2,
330.3)
22.5 OR 45 DEG BEND W/ CONC
BLOCKING PER COR STD PLAN
330.3. BEND LOCATION AND ANGLE
TO BE FIELD DETERMINED IN
ORDER TO ACHIEVE CLEARANCE
FROM EX UTILITIES
WA4/C13
WA6/C13
(COR STD
PLAN 330.2,
330.3)
ELECTRICAL DUCT BANK (NOT
SURVEYED- LOCATION IS
APPROXIMATE)
-
CENTURYLINK DUCT BANK (NOT
SURVEYED- LOCATION IS
APPROXIMATE)
-
CONC THRUST BLOCK FOR 4", 90
DEG BEND -
DOMESTIC METER BYPASS POST
INDICATOR VALVE -
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P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/28/2019 9:39 AMCOMPOSITE UTILITY PLAN C06
6
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPE
UTILITY CROSSING
SEE TABLE THIS SHEETTED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 1/28/19
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSUTILITY AND RESTORATION NOTES:
1.PAVEMENT RESTORATION SHALL MEET THE CITY OF RENTON STANDARD
TRENCH AND STREET OVERLAY STANDARDS.
2.UNDERGROUNDING OF ALL UTILITIES IS APPLICABLE.
3.MINIMUM VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING IS 12
INCHES. CROSSINGS LESS THAN 12 INCHES REQUIRE ETHAFOAM
BLOCKING.
4.CONTRACTOR TO POTHOLE EX GAS MAINS AT LOCATION OF PROPOSED
STORM DRAIN, SIDE SEWER AND WATER SERVICE CROSSINGS AND
REPORT TO ENGINEER IF CROSSINGS AS SHOWN ARE NOT FEASIBLE.
#
CROSSING EX UTILITY TOP OF
UTILITY
NEW
UTILITY IE
VERTICAL
CLEARANCE
(IN)
ETHAFOAM
REQUIRED
A ELEC DUCT
BANK 36.68 37.42 8.9 YES
B CENTURYLINK
DUCT BANK 36.48 37.36 10.5 YES
C 2" GAS 37.21 37.33 1.4 YES
D 6" GAS 35.78 37.33 18.6 YES
E 8" SEWER 36.48 37.31 10.0 YES
F 12" GAS 36.28 37.26 11.8 YES
G 12" WATER 34.08 37.24 37.9 NO
EXISTING UTILITY ELEVATIONS ARE AS REPORTED BY THE CONTRACTOR AFTER POTHOLING.
ETHAFOAM BLOCKING REQUIRED WHERE VERTICAL CLEARANCE BETWEEN CROSSING UTILITIES
IS ≤ 12 INCHES.
1
1
1
1
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2019.01.28
15:27:33 -08'00'
minimum 2% slope
required for side
sewer.
DEVELOPMENT ENGINEERING
rnair 02/07/2019
FOUND 1/2"
REBAR/NO CAP
GM C.O.
C.O.
FDC
WM
TVHH
C.O.
SLHH
FDC
6"DEC.
WM
WM
C.O.
TVHH
CURBCUTASPHALT
CURBCUTCONCRETE WALKWM
6"DEC.
6"DEC.
6"DEC.
6"DEC.
6"DEC.
TELHH
CONC. CURBASPHALT
CONC. WALK9.5' DOOR
8'CLF
ROOF LINECB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
CB, TOP=38.84
I.E. 8"CONC(W)=37.3
SDMH, TOP=39.36
I.E. 8"CONC(E)=37.4
I.E. 8"PVC(W)=36.9
I.E. 12"CONC(S)=35.3
I.E. 12"CONC(N)=35.1
CB, TOP=39.16
I.E. 8"CONC(E)=36.9
SSMH, TOP=39.89
FULL OF WATER,
PIPES NOT VISIBLE
CTR. CHNL.(N-S)=35.4
18
17
16
MAG NAIL W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"
TACK/LEAD W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"~~
5'5'10'~FF=39.62
FF=40.55
FF=40.50
FF=40.48 WILLIAMS AVE SSPDSDSDSDSDSDSN1° 29' 19.94"E911.755EX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSSSFIRE FIRE FIRE FIRE
W W W
GAS GAS GAS
SD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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WMAIN ENTRANCE
FF 40.04
SERVICE
ENTRANCE
FF 39.63
WATER/FIRE ROOM
FF 40.21
DRN DRN
DRNDRNDRNDRNDRNDRNDRNDRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRN DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNWUGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
W W W
W W
W W W
1+00
1+50
2+00
2+50
SD SD SD SD SD SD
SDSDSDSDSDSDWWSD
W
FH1
2
3
10
5
6 7
8
9
11
11
12 13
144.0'15
16
17
18
19
20
21
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P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/28/2019 9:40 AMSCALE IN FEET
10 5 0 10 20
KEY NOTES:
KEY NOTE:DETAIL/
SHEET
NEW CB #1 (PUBLIC)- TYPE 1 CB W/
FRAME AND VANED GRATE PER
RIM ELEV 39.30
8" IE (E) 37.85
SD1/C17
(COR STD
PLAN
200.00)
70 LF 8" DI SD @ 0.5% (PUBLIC)-
NEW CB #3 (PUBLIC)- TYPE 1 CB W/
SOLID LID PER
RIM ±39.10
8" IE (W) 37.21 (NEW)
8" IE (S) 35.10
8" IE (N) 35.10
SD1/C17
(COR STD
PLAN
200.00)
6" PVC SD @ 2.0% MIN SLOPE
(PRIVATE)-
6" BUILDING STORM DRAIN POINT
OF CONNECTION. SEE PLUMBING
PLANS FOR INTERIOR DOWNSPOUT
ROUTING
-
46 LF 8" DI SD @ 2.00% MIN SLOPE
(PRIVATE)-
CONNECT TO EX TYPE 1 CB
RIM 39.34
8" IE (W) 35.3 (NEW)
8" IE (E) 35.2
8" IE (N) 35.1
8" IE (S) 35.1
-
CONNECT TO EX CB
RIM ELEV 39.16
8" IE (W) 37.20 (NEW)
8" IE (E) 37.11
-
4" DIA PERFORATED PVC PIPE
FOOTING DRAIN, EMBEDDED IN 12"
MIN WIDE ZONE OF CLEAN,
WASHED GRAVEL AND WRAPPED IN
NON-WOVEN GEOTEXTILE FABRIC
4" IE ±37.50 (MIN)
-
NEW CB #4 (PRIVATE) - NYOPLAST
PVC CB OR APPROVED EQUAL
DRAINAGE STRUCTURE
RIM ELEV 39.75
4" IE (N) 37.50 (FTG DRN)
4" IE (N) 37.50 (FTG DRN
6" IE (W) 37.50
8" IE (E) 37.45
2.0' MIN SUMP FOR SEDIMENTATION
REQUIRED
SD3/C17
INSTALL CAP ON 4" DIA FOOTING
DRAIN -
NEW CB #2 (PUBLIC)- TYPE 1 CB W/
FRAME AND VANED GRATE
RIM ELEV 39.65
8" (W) 37.50
8" (E) 37.45
SD1/C17
(COR STD
PLAN
200.00)
48 LF 8" DI SD @ 0.5% (PUBLIC)-
8" PVC SD @ 2.0% MIN SLOPE
(PRIVATE)-
4" X 8" WYE AT DOWNSPOUT
CONNECTION (TYP)-
SEE SHEET C06 FOR UTILITY
CROSSING INFO (TYP)-
NEW SDCO #1 (PRIVATE)
RIM TO FINISHED GRADE
SD2/C17
(COR STD
PLAN
226.00)
6" DI SD @ 2.00% MIN SLOPE
(PRIVATE)
6" IE ±37.50 AT BUILDING
-
NEW SDCO #2 (PRIVATE)
RIM TO FINISHED GRADE
8" SD CONNECTION TO BUILDING
8" IE ±37.50
SD2/C17
(COR STD
PLAN
226.00)
NEW SDCO #3 (PRIVATE)
RIM TO FINISHED GRADE
SD2/C17
(COR STD
PLAN
226.00)
NEW SDCO #4 (PRIVATE)
RIM TO FINISHED GRADE
SD2/C17
(COR STD
PLAN
226.00)
1
2
3
4
5
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DRAINAGE PLAN C07
7
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 1/28/19
PROF
E
S
SIONA L E N G INEERR
EGIST E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSSTORMWATER CODE NOTES:
1.NO BMPS ARE FEASIBLE. NONE PROVIDED.
2.SITE IS LOCATED IN ZONE 1 OF THE AQUIFER PROTECTION AREA.
3.PROJECT IS VESTED TO THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL.
4.APPLICABLE FLOW CONTROL STANDARD: PEAK RATE FLOW CONTROL (MATCHING THE
EXISTING 2-YEAR, 10-YEAR AND 100-YEAR PEAK RUNOFF RATE). PROJECT RESULTS IN A
NET REDUCTION OF IMPERVIOUS SURFACES AND THEREFORE COMPLIES WITH THE
PEAK RATE FLOW CONTROL STANDARD AND THEREFORE A FLOW CONTROL FACILITY IS
NOT REQUIRED.
5.THIS PROJECT IS EXEMPT FROM WATER QUALITY TREATMENT BECAUSE LESS THAN
5,000 SF OF NEW/REPLACED POLLUTION-GENERATING IMPERVIOUS SURFACE AND LESS
THAN 3/4 AC NEW POLLUTION-GENERATING PERVIOUS SURFACE IS PROPOSED.
1
1
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1
1
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2019.01.28
15:27:45 -08'00'
DEVELOPMENT ENGINEERING
rnair 02/07/2019
GM C.O.
C.O.
FDC
WM
WM
C.O.
TVHH
WM
CURBCUTASPHALT
6"DEC.
6"DEC.
6"DEC.
CB, TOP=39.03
I.E. 8"CONC(ESE)=37.1
CB, SOLID LID
TOP=39.52
I.E. 8"PVC(N)=36.7
I.E. 8"PVC(S)=36.6
CB, SOLID LID
TOP=39.43
I.E. 8"PVC(N)=35.8
I.E. 8"PVC(S)=35.8
I.E. 8"PVC(W)=35.18
SDMH, TOP=39.34
I.E. 8"PVC(E)=35.2
I.E. 8"PVC(S)=35.1
I.E. 8"PVC(N)=35.1
18
MAG NAIL W/WASHER
STAMPED "LS 33130"
LEAD/TACK W/WASHER
STAMPED "LS 33130"~~
5'5'10'~FF=39.62
FF=40.55 FF=40.48 WILLIAMS AVE SDSDSEX 8" SEWER MAIN (S-2110)EX 12" WATER MAIN (W-3226)SSSSSSSSSSD SD SD SD SD SD
SD SD SD SD SD SD SD SD SD
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_
f
a
z
i
o
.
d
w
g
MAIN ENTRANCE
SERVICE
ENTRANCE
FF 39.63
DRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNDRNPUBLIC
ALLEY
UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP UGP
1+00
1+50
SD SD SD SD SD SD
EG/FG 39.51 EG/FG 39.35
EG/FG 39.67 EG/FG 39.83
EG 39.68
EG/FG 39.96
FG 39.81
EG 39.54
EG 38.97
EG/FG 38.99
EG/FG 38.98
EG/FG 39.13
FG 39.50
EG/FG 39.52
EG/FG 39.44
FG 39.47 FG 39.80 FG 39.99
TOC 39.05
EG/FG 39.03
FG 39.77
EG/FG 39.76
EG/FG 39.52
EG/FG 39.46EG/FG 39.50
EG/FG 39.00
EG/FG 39.08
FG 39.58
FG 39.74
EG/FG 39.61
FG 39.11
EG/FG 39.78
FG 39.66
TOC 39.53
EG/FG 39.03
EG/FG 39.63
TOC 39.96
FG 39.71 EG/FG 38.98
EG/FG 38.98
EG/FG 39.77
EG/FG 39.74EG/FG 39.60
FG 39.78
RIM 39.65
RIM 39.30
8.0' @ 1.5%
MAX (TYP)SDSDSDFG 39.63FG 39.63
EG/FG 38.97
4.0'20
30
40
50
60
20
30
40
50
60
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80
NEW CB #1 (PUBLIC)- TYPE CB
W/ FRAME AND VANED GRATE
PER COR STD PLAN 200.00
RIM ELEV 39.40
8" IE (E) 37.85
70 LF 8" DI SD @ 0.5% (PUBLIC)
EG @ CL OF ALLEY ROWCL OFWILLIAMSAVE SNEW CB #2 (PUBLIC)- TYPE 1 CB
W/ FRAME AND VANED GRATE
PER COR STD PLAN 200.00
RIM ELEV 39.65
8" IE (W) 37.50
8" IE (E) 37.45
NEW CB #3 (PUBLIC)-
TYPE 1 CB W/ SOLID LID PER
COR STD PLAN 200.00
RIM ±39.10
8" IE (W) 36.66
8" IE (S) 35.10
8" IE (N) 35.1
FG @ CL OF ALLEY
11% MAX SLOPE
(DRIVEWAY APRON)
EX 2" GAS
TOP ±37.08
EX 8" SS IE ±35.82
48 LF 8" DI SD @ 1.61% (PUBLIC)
EX 12" GAS
TOP ±36.28
EX 12" WA IE ±32.65
EX 6" GAS
TOP ±35.78
CTL DUCT BANK
TOP ±36.48
POWER DUCT BANK
TOP ±36.68
P:\Clients\Urbal Architecture\Merrill Gardens- Renton\DWG\DRAWING\MG RENTON.dwg, PLOT DATE: 1/28/2019 9:40 AMSCALE IN FEET
10 5 0 10 20
DRAINAGE PROFILE C08
8
LEGEND:
CONCRETE SIDEWALK
ASPHALT PAVEMENT
WATER METER VAULT
LANDSCAPETED-40-4012R-401201
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
9706 4th Ave NE
Suite 300
Seattle, WA 98115
P: 206.523.0024
F: 206.523.1012
www.dcgengr.com
BASE MAP/TOPOGRAPHY PROVIDED BY
OTHERS. DCG CANNOT BE HELD LIABLE
FOR ACCURACY. CONTRACTOR SHALL
FIELD VERIFY GRADES, UTILITIES AND
ALL OTHER EX FEATURES &
CONDITIONS. IF CONDITIONS ARE NOT
AS SHOWN &/OR PLANS CANNOT BE
CONSTRUCTED AS SHOWN, CONTACT
DCG PRIOR TO CONSTRUCTION.
CALL 811 (2) BUSINESS DAYS
BEFORE YOU DIG
(UNDERGROUND UTILITY
LOCATIONS ARE APPROXIMATE)
MERRILL GARDENS AT RENTON CENTER- ADDITION
104 BURNETT AVE S, RENTON, WA 98057CT
RB/CT
TG
TG
AS NOTED 1/28/19
PROF
E
S
SIONA L E N G INEERR
EGIS T E R E D47652STATEOFWASHIN
G
T
ONTIMO T H Y W.GAB
E
L
EI
N34MERRILL GARDENS#4012C16-002264LUA 17-000827PR 17-000638MERRILL GARDENSNOTES:
SEE SHEET C06 FOR UTILITY
CROSSING INFORMATION.
1
Digitally signed
by Timothy
Wilson
Gabelein
Date:
2019.01.28
15:27:56 -08'00'
DEVELOPMENT ENGINEERING
rnair 02/07/2019