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SEE PA PLAN C501 -- -- - - - -_. -a � -- - - - - -- - -- - - -- .� - - "
-
;IE 18 55 8 � N)SE
/ I IE =18.49 12 EX IN)S
50+00 53 +50 IE =18.45 12 „ EX OUT)N
-
/ 5Q +50 r _ 51 +00 51 +50 N 46'54'50" E - 374.08' 52 +00 5250 53 +00
(23)
CPEP SD @ 7,2% _
CD - --
_ _ 1 'CITY OF RENTON 8" CPEP - S9 _ �°
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+ ► 1
- , 22. 22.0
RIM TO GRADE CN
22.0 LITY EASEMENT ``
22.0 2 .0 22.0 2 .0 22.0 22.0
22. 21 I IE 18.81 TC 21.61
22.0
-.B 1
21
x 20k9
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21. 74
.91
SEE PLUMBING TC 20.77
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BC 20.27
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20.90 2014 .
_.- ,21.13 �
n -- 21.73 SD#G2, C
SD# 3 CB TYPE I - i !
RIM 21.48 _ ' � i '� HOTEL ENTRY HOTEL ENTRY STORM FIL
IE 19.31 8' OUT SE LEVEL 1 (LEVEL 1) W/ (4) 18
( ) ( ) RIM 20.14 "
✓ _ _. IE 17.84 8
- 1
✓_ 22.00 ,
22.00
■1 I �-
Proposed Building 66 LF 8' CPEP SD 0 1 08%
4._ I e -
S 2 CB TYPE I ✓ _ - I - -, .. _ , �- - Level -_ - -FF ,0- --
j Level 2 - FF 35.0
RIM 21.34 l _ � I
IE 18.60 8' IN NW
C:) 8" STORM ROOF DRAIN CONNECTION. IE =18.65
IE 18.60 8' IN NE �� 21.13 SEE MECH' FOR CONTINUATION
IE 18.60 12 (OUT)SE �_ _ -_ -- - - -- - - - _ - - - - -- - - -- - -
21.59
20 LF 12' CPEP SD 0 1.0%
i I
S I CB TYPE
RIM 21.44
IE 18.40 12'(IN)NW x j
IE 18.40 8'�IN)SE
IE 18.40 12 (OUT)SW
CONNECT TO EX SDMH 22. ` 1 22.00
IE 18.30 12'(IN)NE
42 LF TRENM DRAIN
LAND
�- RIM 34.46
21.73 �, SEE
IE 33.46
29 LF 8" CPEP SD 0 1.0% SEE MECH'L PLANS
` 21.73
FOR ROUTING THRU BLDG
S I CB TYPE I I ;'��` 35.' 7 TO EX WATER QUALITY VAULT HOTEL ENTRY HOTEL ENTRY
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( ) (LEVEL 2)
IE 18.69 8'(OUT)NW I ` I �,iJP DOOR
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,
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•_ • L x \ �: 1: } 35.0
RIDG�I � 2.0
22.00 FF =22.00 FF= 22.00 \,2
--- FF =22.00 a
I GENERATOR 34.88 1 1 % 34.88 a� 34.88 �i3,�
BC 34.71 °•� BC 34.5
• • • �
_ 3 �� 34.55 34.55 34.71 34.71 34.71 37.37
X21) 1 34.55
4. 4
15' CITY F RENTON-A,,. - - - -.� -- - -- - - - - -- - --
0 1E 20.55 TRENCH ;
UTILITY EASEMENT " 1 I IE -20.00 TRENCH -
TC 34.74
•
- BC 34.57
CAST -IN -PLACE CONCRETE BOX 45 F TRENCH DRAIN TC
(DESIGN BUILD) RIM 21 55
i BC
ONTECH LINEAR i
+c' MATCH EX
TC 20.93
TER CB 21.06
BC 20.43
CD
Ln
CARTRIDGES `
N - =
OUT)N
TC 21.15 �0 ! ` 20.52
BC 20.65
f:
i
21.28
MATCH EX
21.70
I ,- TC 21.72 : ......
FF =22.00 BC 21.22
TC 21.88
FF =22.00 BC 21.38
21.44
- - H EX
TC 21.99
BC 21.49 22.23; - 21.36 ,- -
22.69 N
D5 4 `
TC 2J.561 21.43'
BC 2
fi 22.48
'C 222.55
BC 2. MATCH EX
E
`C 23.52
�*TC 23:11
BC 2 3.0 2 BC 2:61
TC 23.70
BC 2 3.2 0 TC 23.80
f BC 23.30
TC 2 2.9 3
24.40 X4.23 BC 22.43
SCAPE PLANTER
L SCAPE PLANS
2 9
BS 25,25,x- TC 25.17 •�
BC 24-.67
- - G: 'J i
_fiC 25.70 TC 26.26
BC 25.20 BC 25.76
4 34.07 - ` �6-` TC 26.58, TG 26.78 t
BC 26.08 BC 2
H 0%
6.70 ' e� N < �,� �
27.27 ,
/7-- TC 27:.15
B4 26.65 _
` ...-.. -27'x; 27 93
Q o t a _.
'C €
INSTALLED ON TOP OF EX n SEE DETAIL . ,�' \ BC 34.47 TC 34.96 C 34.96
25 LF 12 CPEP 6310 N °� BC 34.46 TC 33.67
TUNNEL 18 STORM PENETRATION �� TC 34.76 - - -_ ------ ____ -- _T r_ _ _- TC 28.30 28.
SD 0 33.3% 1 34.60 34.26 1' BC 33.17 32.50
® EAST WALL OF BOX I ( 45 LF TRENCH DRAIN
BC 34.6 BC 27$8 -
TOP OF BOX LID EL= 19.04E
M 2 00 w; 21.12
2" VENT LINE 4 TC 34.43 ._ _ - _
o �, TC 33.56
SEE DETAIL 1.5% ! 0 58 LF TRENCH DRAIN '� 28.4
IE= 16.75± (IN)E - C310 - - TC 34.66 C 33.0 _,_ �, BC 27.75..
2.1 % 3.0% �� -- 1.2% ; - -, BC 34.26 ` TC 34.92 PORTE COCHERE DRAINAGE 28 ----�
BOX TO BE BURIED UNDER - _ �� / BC 34.42 RIM 34.46 BC 34.16 CONNECTION 8 CPEP SDC 28.5 13
STRUCTURAL BACKFILL O " 22.00 ! IE 33.46 - 1g-
C
8 LF 8 CPEP S A4 fiYP I TC 35.21 C 35.13 Tc 34.31- RIM TO GRADE IE �9-~+
W NO SURFACE ACCESS ' I BC 34.63 SEE MECH L PLANS °9
W/ NO ®10.0% RI�I 21.55: "t BC 34.71 BC 33.81 n TC 30.03 0
n FOR ROUTING THRU 8 CPEP SD POC
SD#A 160" MANHOLE �+ ( 56 LF 8 CPEP IE; 20.10 6 IN)TRENCH BC 29.53 ,- + x
BUILDING TO STORM IE 27.20 0 4.0%
}
T SD ®1.07% IE 19.40 8" OUT)SW
34.55 .�� 2 % 2
W/ DUPLEX PUMPS 33 19
SEE DETAIL
RIM 21.5± IC31 11
IE 12.50 15:
IE 19.00 12' OUT)SW
SD#A2, CONTECH STORM t�
FILTER 96 " MANHOLE
W/ (11) 27- O
CARTRIDGES
RIM 21.43
IE 15.85 15' IN SE 22.00
IE 18.00 8 IN)NE
IE 12.75 15 (OUT)SW
SD#B I CB TYPE 11-48"
RIM 21.54
w
1 IN
)SE
16.10 5 SE
IE 16.10 15' OUT)NW 21.66
womb
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0 TC 34 74 34.55 34.70 FILTER MANHOLE 33.74 SEE MECH L
N 4 7' /��i
- - - - -- -_
-
BC 34.57 - - - _
FOR CONIN TIO ,- .,, , .._ 29.55
-� 29.05 29,
1 COMPAC>DI� 34.84 34.23 0� "� 32.48 31.28 30.92
1 i _4_ 29.90 30 - - --t 29.80
'f5.1,- :."'-:. -, .. o •.\ " t 30.`0
`f o 10 LF 8 CPEP I I;
_ DA3 CB TYP 1 -+ f SD 2.
COMPACTOR
I ` 29.80
" " Raul 21.00 I �' TC 34.88 TC 34.35 TC 33.46 TC 32.91 TC 32.45 29.90 29.30
2� LF ��
:
n BC 34.71 BC 34.18 $C 33.29 BC 32.74 BC 32.28 ,,� TC 3 .09 , :1 I TC :29.90
ING
I� 19.55 6 IN TR CH OUTLINE OF BUILD BEL - = -- - -- - - - - - -- ___ _ - -- - - -- - - -- - __ _ - �____ _._�___ - - _ BC 30.67
CPEP 3 BC 29.40
--
11 a JE 1-8.80 8" E-
0 22.00
" - - - 32.52
=) 22.00 IE 18.80 8 OUT)SW 22.00 22.00 ` 32.98 0 5
4 34. 4. 9
34.99 3.99 9 3 4
9 3 .42
33.53
3 5
.~
0.34
22.00. N' 40'54 50 " E - 368.52' 21.9 - - - -- - Y30. 6
21:92 UTILITY X ING SITE STAIRS ±. 2 .969
' 15 SD IE 17.26 21.98`{ r HOTEL ENTRY
a I v ; _ __..__._ ____._..__._______. -____ _ _ ___�.�..�„ --- -__.__ _ -- _._ ___.__ 31.06.,
YR TOP ___ ___ EVEL 1 - TC .5`
1. 30.96 BC 2a
-� V _W /_ ETHOFOAM PAD . . :
TRENCH D IN
-- - - -- - - - - -- _ - -- - -- - -- -- - -- - -- - - - -
�-{-- 31.0
00 . RIM 30.61.
kE
29.61
SEE SHEET - C302
COUGHLIN PORTERLUNDEENi
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460`
SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T
b SEGO DEVELOPMENT. INC_
PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE:
PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED
PERMIT CORRECTIONS #3 BSB 4/3/15 BSB
DRAW
11131127HAVE NE SUTE50G LPL
ONE INCH
aEUEVUE NA 980a4 CHECKED: AT FULL SCALE
(4254632000 !42546320022
J N P IF NOT ONE ,NCH
NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY
kiU,VAf,ny G, •»T I
SD #G 1. CB TYPE I
W/ SOLID LOCKING LID
TO SADDLE EX 8" CPEP SD
RIM 20.86
IE 17.82 EX 8 "(OUT)N
MATCH EX
27.37
28.03
28.37
28.61
29.71
"MATCH EX
SD#F I 9 CB TYPE I
CONNECT TO EX 12" STORM PIPE
DRAINS TO EXISTING WATER QUALITY VAULT
PER MASTER PLAN
RIM 30.94
IE 27.00 8� IN SW
IE 29.01 6 IN )S (TRENCH)
EX FF =30.00 IE 25.90 12 (OUT)SE
9.66
WATCH EX
IG
Date:
Date
Date
Date:
4
1-
A,-
f
Call before
4j you
D g.8 -1 -1
0 10 20 40 or 1- 800- 424 -5555
UNDERGROUND
SERVICE (USA)
SCALE 12 =20'
Legend
PROPERTY LINE
_- BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
EX CONTOUR (INDEX)
-4
EX CONTOUR
55 CONTOUR (INDEX)
54 CONTOUR
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
BC 56.28 BW 56.28
* SPOT AT TOP OF PAVEMENT
(UNLESS OTHERWISE NOTED)
- RIDGE - -- - GRADE BREAK
VALLEY
" CPEP SD 0 xx% STORM DRAINAGE PIPE
• YD /CO /CB /CB 2 /MH
SANITARY SEWER
SANITARY MH /CO
WATER MAIN
• FH /FDC /PIV/VALVE
WATER VAULT /METER
1 1 1
"° "DV° 19M THE HOTEL AT SOUTHPORT
HORIZONT1IL: WD 1993/1991 ;, ,� CITY
�
RENTON RENTON WASHINGTON
_
DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN
12/22/2D14
PAGE
C301
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20.30
20.37
- -
'C €
INSTALLED ON TOP OF EX n SEE DETAIL . ,�' \ BC 34.47 TC 34.96 C 34.96
25 LF 12 CPEP 6310 N °� BC 34.46 TC 33.67
TUNNEL 18 STORM PENETRATION �� TC 34.76 - - -_ ------ ____ -- _T r_ _ _- TC 28.30 28.
SD 0 33.3% 1 34.60 34.26 1' BC 33.17 32.50
® EAST WALL OF BOX I ( 45 LF TRENCH DRAIN
BC 34.6 BC 27$8 -
TOP OF BOX LID EL= 19.04E
M 2 00 w; 21.12
2" VENT LINE 4 TC 34.43 ._ _ - _
o �, TC 33.56
SEE DETAIL 1.5% ! 0 58 LF TRENCH DRAIN '� 28.4
IE= 16.75± (IN)E - C310 - - TC 34.66 C 33.0 _,_ �, BC 27.75..
2.1 % 3.0% �� -- 1.2% ; - -, BC 34.26 ` TC 34.92 PORTE COCHERE DRAINAGE 28 ----�
BOX TO BE BURIED UNDER - _ �� / BC 34.42 RIM 34.46 BC 34.16 CONNECTION 8 CPEP SDC 28.5 13
STRUCTURAL BACKFILL O " 22.00 ! IE 33.46 - 1g-
C
8 LF 8 CPEP S A4 fiYP I TC 35.21 C 35.13 Tc 34.31- RIM TO GRADE IE �9-~+
W NO SURFACE ACCESS ' I BC 34.63 SEE MECH L PLANS °9
W/ NO ®10.0% RI�I 21.55: "t BC 34.71 BC 33.81 n TC 30.03 0
n FOR ROUTING THRU 8 CPEP SD POC
SD#A 160" MANHOLE �+ ( 56 LF 8 CPEP IE; 20.10 6 IN)TRENCH BC 29.53 ,- + x
BUILDING TO STORM IE 27.20 0 4.0%
}
T SD ®1.07% IE 19.40 8" OUT)SW
34.55 .�� 2 % 2
W/ DUPLEX PUMPS 33 19
SEE DETAIL
RIM 21.5± IC31 11
IE 12.50 15:
IE 19.00 12' OUT)SW
SD#A2, CONTECH STORM t�
FILTER 96 " MANHOLE
W/ (11) 27- O
CARTRIDGES
RIM 21.43
IE 15.85 15' IN SE 22.00
IE 18.00 8 IN)NE
IE 12.75 15 (OUT)SW
SD#B I CB TYPE 11-48"
RIM 21.54
w
1 IN
)SE
16.10 5 SE
IE 16.10 15' OUT)NW 21.66
womb
z
J� 36936
GI's xt Vc � \y,
0 TC 34 74 34.55 34.70 FILTER MANHOLE 33.74 SEE MECH L
N 4 7' /��i
- - - - -- -_
-
BC 34.57 - - - _
FOR CONIN TIO ,- .,, , .._ 29.55
-� 29.05 29,
1 COMPAC>DI� 34.84 34.23 0� "� 32.48 31.28 30.92
1 i _4_ 29.90 30 - - --t 29.80
'f5.1,- :."'-:. -, .. o •.\ " t 30.`0
`f o 10 LF 8 CPEP I I;
_ DA3 CB TYP 1 -+ f SD 2.
COMPACTOR
I ` 29.80
" " Raul 21.00 I �' TC 34.88 TC 34.35 TC 33.46 TC 32.91 TC 32.45 29.90 29.30
2� LF ��
:
n BC 34.71 BC 34.18 $C 33.29 BC 32.74 BC 32.28 ,,� TC 3 .09 , :1 I TC :29.90
ING
I� 19.55 6 IN TR CH OUTLINE OF BUILD BEL - = -- - -- - - - - - -- ___ _ - -- - - -- - - -- - __ _ - �____ _._�___ - - _ BC 30.67
CPEP 3 BC 29.40
--
11 a JE 1-8.80 8" E-
0 22.00
" - - - 32.52
=) 22.00 IE 18.80 8 OUT)SW 22.00 22.00 ` 32.98 0 5
4 34. 4. 9
34.99 3.99 9 3 4
9 3 .42
33.53
3 5
.~
0.34
22.00. N' 40'54 50 " E - 368.52' 21.9 - - - -- - Y30. 6
21:92 UTILITY X ING SITE STAIRS ±. 2 .969
' 15 SD IE 17.26 21.98`{ r HOTEL ENTRY
a I v ; _ __..__._ ____._..__._______. -____ _ _ ___�.�..�„ --- -__.__ _ -- _._ ___.__ 31.06.,
YR TOP ___ ___ EVEL 1 - TC .5`
1. 30.96 BC 2a
-� V _W /_ ETHOFOAM PAD . . :
TRENCH D IN
-- - - -- - - - - -- _ - -- - -- - -- -- - -- - -- - - - -
�-{-- 31.0
00 . RIM 30.61.
kE
29.61
SEE SHEET - C302
COUGHLIN PORTERLUNDEENi
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460`
SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T
b SEGO DEVELOPMENT. INC_
PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE:
PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED
PERMIT CORRECTIONS #3 BSB 4/3/15 BSB
DRAW
11131127HAVE NE SUTE50G LPL
ONE INCH
aEUEVUE NA 980a4 CHECKED: AT FULL SCALE
(4254632000 !42546320022
J N P IF NOT ONE ,NCH
NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY
kiU,VAf,ny G, •»T I
SD #G 1. CB TYPE I
W/ SOLID LOCKING LID
TO SADDLE EX 8" CPEP SD
RIM 20.86
IE 17.82 EX 8 "(OUT)N
MATCH EX
27.37
28.03
28.37
28.61
29.71
"MATCH EX
SD#F I 9 CB TYPE I
CONNECT TO EX 12" STORM PIPE
DRAINS TO EXISTING WATER QUALITY VAULT
PER MASTER PLAN
RIM 30.94
IE 27.00 8� IN SW
IE 29.01 6 IN )S (TRENCH)
EX FF =30.00 IE 25.90 12 (OUT)SE
9.66
WATCH EX
IG
Date:
Date
Date
Date:
4
1-
A,-
f
Call before
4j you
D g.8 -1 -1
0 10 20 40 or 1- 800- 424 -5555
UNDERGROUND
SERVICE (USA)
SCALE 12 =20'
Legend
PROPERTY LINE
_- BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
EX CONTOUR (INDEX)
-4
EX CONTOUR
55 CONTOUR (INDEX)
54 CONTOUR
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
BC 56.28 BW 56.28
* SPOT AT TOP OF PAVEMENT
(UNLESS OTHERWISE NOTED)
- RIDGE - -- - GRADE BREAK
VALLEY
" CPEP SD 0 xx% STORM DRAINAGE PIPE
• YD /CO /CB /CB 2 /MH
SANITARY SEWER
SANITARY MH /CO
WATER MAIN
• FH /FDC /PIV/VALVE
WATER VAULT /METER
1 1 1
"° "DV° 19M THE HOTEL AT SOUTHPORT
HORIZONT1IL: WD 1993/1991 ;, ,� CITY
�
RENTON RENTON WASHINGTON
_
DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN
12/22/2D14
PAGE
C301
X OF
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Z YJ
Z
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! Z m
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COUGHLIN PORTERLUNDEENi
A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION
801 SECOND AVENUE -SUITE 900 P: 206/343 - 0460`
SEATTLE, WA 98104 F: 206/343 -5691 SOUT14 P O R T
b SEGO DEVELOPMENT. INC_
PERMIT CORRECTIONS #1 BSB 2/6/15 SURVEYED: SCALE:
PERMIT CORRECTIONS #2 BSB 3/12/15 AS NOTED
PERMIT CORRECTIONS #3 BSB 4/3/15 BSB
DRAW
11131127HAVE NE SUTE50G LPL
ONE INCH
aEUEVUE NA 980a4 CHECKED: AT FULL SCALE
(4254632000 !42546320022
J N P IF NOT ONE ,NCH
NO. REVISION BY DATE A P P R 'COVED' SCALE ACCORDINGLY
kiU,VAf,ny G, •»T I
SD #G 1. CB TYPE I
W/ SOLID LOCKING LID
TO SADDLE EX 8" CPEP SD
RIM 20.86
IE 17.82 EX 8 "(OUT)N
MATCH EX
27.37
28.03
28.37
28.61
29.71
"MATCH EX
SD#F I 9 CB TYPE I
CONNECT TO EX 12" STORM PIPE
DRAINS TO EXISTING WATER QUALITY VAULT
PER MASTER PLAN
RIM 30.94
IE 27.00 8� IN SW
IE 29.01 6 IN )S (TRENCH)
EX FF =30.00 IE 25.90 12 (OUT)SE
9.66
WATCH EX
IG
Date:
Date
Date
Date:
4
1-
A,-
f
Call before
4j you
D g.8 -1 -1
0 10 20 40 or 1- 800- 424 -5555
UNDERGROUND
SERVICE (USA)
SCALE 12 =20'
Legend
PROPERTY LINE
_- BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
EX CONTOUR (INDEX)
-4
EX CONTOUR
55 CONTOUR (INDEX)
54 CONTOUR
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
BC 56.28 BW 56.28
* SPOT AT TOP OF PAVEMENT
(UNLESS OTHERWISE NOTED)
- RIDGE - -- - GRADE BREAK
VALLEY
" CPEP SD 0 xx% STORM DRAINAGE PIPE
• YD /CO /CB /CB 2 /MH
SANITARY SEWER
SANITARY MH /CO
WATER MAIN
• FH /FDC /PIV/VALVE
WATER VAULT /METER
1 1 1
"° "DV° 19M THE HOTEL AT SOUTHPORT
HORIZONT1IL: WD 1993/1991 ;, ,� CITY
�
RENTON RENTON WASHINGTON
_
DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN
12/22/2D14
PAGE
C301
X OF
ZZ
Z YJ
Z
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! Z m
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>
1 D
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� =s
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SD #G 1. CB TYPE I
W/ SOLID LOCKING LID
TO SADDLE EX 8" CPEP SD
RIM 20.86
IE 17.82 EX 8 "(OUT)N
MATCH EX
27.37
28.03
28.37
28.61
29.71
"MATCH EX
SD#F I 9 CB TYPE I
CONNECT TO EX 12" STORM PIPE
DRAINS TO EXISTING WATER QUALITY VAULT
PER MASTER PLAN
RIM 30.94
IE 27.00 8� IN SW
IE 29.01 6 IN )S (TRENCH)
EX FF =30.00 IE 25.90 12 (OUT)SE
9.66
WATCH EX
IG
Date:
Date
Date
Date:
4
1-
A,-
f
Call before
4j you
D g.8 -1 -1
0 10 20 40 or 1- 800- 424 -5555
UNDERGROUND
SERVICE (USA)
SCALE 12 =20'
Legend
PROPERTY LINE
_- BUILDING
ASPHALT PAVEMENT
CONCRETE PAVEMENT
EX CONTOUR (INDEX)
-4
EX CONTOUR
55 CONTOUR (INDEX)
54 CONTOUR
55.24 TC 56.78 TW 65.25 SPOT ELEVATION
BC 56.28 BW 56.28
* SPOT AT TOP OF PAVEMENT
(UNLESS OTHERWISE NOTED)
- RIDGE - -- - GRADE BREAK
VALLEY
" CPEP SD 0 xx% STORM DRAINAGE PIPE
• YD /CO /CB /CB 2 /MH
SANITARY SEWER
SANITARY MH /CO
WATER MAIN
• FH /FDC /PIV/VALVE
WATER VAULT /METER
1 1 1
"° "DV° 19M THE HOTEL AT SOUTHPORT
HORIZONT1IL: WD 1993/1991 ;, ,� CITY
�
RENTON RENTON WASHINGTON
_
DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN
12/22/2D14
PAGE
C301
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HORIZONT1IL: WD 1993/1991 ;, ,� CITY
�
RENTON RENTON WASHINGTON
_
DATUM Planning /Building /Public Works Dept. GRADING AND STORM DRAINAGE PLAN
12/22/2D14
PAGE
C301
X OF
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