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G— cN: 185,434.15
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N I N: 185,494. 00
I P� 7 —N: 185,169.49 E:1,313,041.84
INN� C%J N:185,21 182.24
�—E:1,313,008.57 E:1,313,0 8 1 -- -1 45 EG E: 1,0 1 2,",5� /6
CN4 I C) W W--045 DEG cpT, N: 185,475.77
CL W -W TREHYDrT
qT N:185,4 2.93
a. - - - - - - - N:185,235.96 5 DEG ..,313,020.32
A qArYSDCB E:1,313,042.04 :1 313 O�� 541
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LU N:1 85,206.15 E:1,313,078.46 TEE
3: i� I L qAF LOTs 1:34 OOS�S3 48- W :45 DEG
SS E:1,313,039.47 SS SDC13 :N. 185 422.94
.1 1 N-185,457 11
N 00-03 N: 185,191.20 N: 1135,249.06 N:185, 63.16 E 1 313 041 84
E:1,313,041.80
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'N 00-��14�31v�,a5 E:1,313,063,23; E:1,311 079.58 .1 � ,I 1 11
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N: 185,279.39 N:185,352.10 �� I 230� ,
E:1,313,063.11 EX CONTOUR (INDEX)
-E:1,313,052.99IIIIIEW
SDCB 0 — — — — — — -T EX CONTOUR
0
N:185,165.26 K
E:1,313,056.65 230 PROPOSED CONTOUR (INDEX)
SDMH
- - - - -I- � � f"'JI It
R'm N:185,294.85 231
,mo :1E
2z PROPOSED CONTOUR
-E:1,313,081.19- 22+
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z 0 CD
P IFF 78D FINISHED FLOOR ELEVATION
> z AH m GO
Im SM 5,423.15 m
zo m
m
n 0 -7�N:185,29� EX BUILDING CD
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8 E:1,313,07
N: 185,22'9 52 79.58�'� E.: 11.E3 1 3,052.83 431 1 :1E PROPOSED BUILDING
I S e m CONCRErE PAVEMENT
E:1,313,079.5
HEAVY DUTY CONCRETE
A BPRC EPRC BEGIN PAINTED RED CURB/
N: 185,190.02
E:1,313,079.58 SDCB I SDCO OILIWATIER SEPARATOR END PAINTED RED CURB
N:185,415.05 N: 185,448.27 N: 185,496.35 ASPHALT (AC) PAVEMENT
�-E:1,313,068.90
E: 1,313,073.63 NN, E:1,313,061.64 HEAVY ASPHALT (AC) PAVEMENT
SDCB
SDMH If 14 --m-i 4 .0 GRAVEL SURFACING
N: 185,193.11 1 , -� I I
SDCI3
N: 185,326.
--E:1,313,140.22, q GRASS PAVE
E:1,313,051.15 -�X -SDMH
N: 185,266.25 X185,414.13 CD
SDMH Nr I I E:1,313,155.09 SITE WALL GO
mE 1 313 081.18 1
T- N
N: 185,226.40 1 -TANI' —T—SDCB 1� It
E:1,313,081.18 SDCB GREASEINTERCEPTOR VERTICAL CURB
1\1 : 1 '5,3216(13 —t--N: 185 0 1 CD
�E 13,1 ) 4 2.13 N: 185,525.21
:1,3 74 E: 1,313,140.31 E: 1,313,190.23 x CATCH BASIN TYPE 1 C I
CATCH BASIN TYPE 2
90 DEG
HN V, I N: 185,524.17
STORM DRAIN PIPE
-E:1,313,201.16-
mmm ----------- FOOTING/SUBSURFACE DRAIN
7�. SDCB �SDCIEI SSMH
rN:185,402.13 DISPERSION TRENCH
�21NI:185,250.14
Ir- E:1,313,160.73 /N: 185,499.65
r�o E:1,313,192.03
000 1 T I DETENTION/WATER QUALITY
00
0 STORM DRAIN CLEANOUT
G G-G- G
SSMH DOWNSPOUTS
N: 185,423.13
SDMH N
E:1,313,193.23 N SIDE SEWER PIPE
10 INIA 85,294.. 9 1 1 1 1
SS ss—ss --4-==-A--t E:1,313,16 30 11
1 14400 SEWER CLEANOUT
0 T77 SIDE SEWER CONNECTION
W W — W
4, 1 SDCO SANITARY SEWER MANHOLE
N:185,190.02 N: 185,449.30
:1,313,179.81 11 BOLLARD
E MATCHILINE SEE THIS SHEET
SDCB
E:1,313,211.87
N: 185,414.13
]'IN: 185,229.52 -�--E:1,313,217.85 — - - - - - - - - - - - FIRE HYDRANT
--IJ
�E:1,313,179.81 WATER FITTINGS
>
I q WATER SERVICE LINES
L m t7
it N:185,297.'91 SDCB
1"3 1
-III -N:185,518.08 W
E: 1,31i3,215 39 WATER METER
0 > - - - 7- E:1,313,216.96
0,3 N �,2�43
z m WATER SERVICE LINES
I I I � A
I A \ 90 DEG 11 d
7-1 0 85,263.16 \N-185,434.12 :1777!7i I
0 Im FIRE SERVICE LINE
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m
mo E:1,313,215.39 E:1,313 238 96
FIRE SERVICE VAULT
> TEE
z N Im
I
:185,479.60 1
\ �jj
NNN 1,313,283.98 FIRE SERVICE CONNECTION
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11 11 m m
FIRE HYDRANT 1
�� N: 185,479.60
m N:185,433 10
INO Nj N� E:1,313,360.74
OZ> E:1,313,283.98
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now what's below.
S-419210 Call before you dig.
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W-419213
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R-419264
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DUVALL AVE WE� DEVELOPMENT ENGINEERING
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19 WAS I 'O� MAR 2022
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