HomeMy WebLinkAboutNCC221815_Site Plan or Location Map_20220511w
W
San. Sewer Manhole U
Rim 919.92 `
Shelf 914.92 �\
C/L Inv 914.42 �\ W
\\ � EXISTING EDGE OF
S ASPHALT DRIVE
�\ Yard Inlet Q
\� Grate 930.85 Z
\ Inv. In 925.20
\ Q
` Inv. Out 925.40
Invert measurements
�\ field verified Z
EXISTING INLET PROPOSED RESIDENCE �\
DRY DETENTION \ _
BASIN 3 RETAINING WALL
CONCRETE PAVER
COURT
COU\ \)�
o CONCRETE PAVER AU\G
o BAND (TYPICAL)
\ � o -j ` � p CONCRETE DRIVEWAY
\\\ \\ /// `\ ' / / 1 I \
EXISTING OUTLET \ � \ ? 927 - O
Inv. 907.03 \ o \\ �' 3'� 5 j0 926 \'' M
CLUMP MANOLIA33
\ /
' G92 OLUMKI, %
\nn
Yard Inlet \ ,, RETAINING WALL,,,2``►►Grate 916.26\ \\\,��',92$J \ 924 211qS 35" CEDARThroat 915.22\ \\ / -o° � �IOLUMN/\Invert measure`\�-'�� � 0" ELM OI9 9 ` /\\accessible. Str\\ / AUTO COURT \/ EXISTING EDGE
of debris\ / , \ / - /" CHERRY - _ELM\\�Q OF ASPHALT
STEPS: 3-7"
RISERS 0 LM /// \ �� /FF C�4" DAR
11 II / N, X0"EL RESIDENCE - /�� r \
f \ \ o_ / \ E(� i \ OPERTY LINE
"��/1 1 PORCH / \ l O/
24" GUM ° P� 018" CE��R
�/- // 23 \/ i i \ �� \ 24",CEDAR \\
\ (9 2 / 92 i , / / a , / QO \ / N \ \
-140 01
r ° 12" u \ / \\ (V \\ , - - o z \\ GARAGE ti �\ \\
0) 0)� // / \ /\ 926
i ,�
/ / / , \\ �o m y,
` \\ \, ; '/ \,/ /' \\ / .817 , ' of -\
' L----- - �i� o cP \
927O� _ a���00r0 \ 931
\ K / , \ �- San. Sewer Manhole \
i1-0" PERSIWON ��% i� \ /RETAINING WALL Z \
�, m . -Benchmark\
° 12" GkJM ° 12\\ LM PROPERT�LIN -' Rim 93243
\
\� \ ,' J \ \ 929,/ ,,7- om Shelf 922.18
/ COMMON AREA 1 �\ �� / / \ 012
, , ,-
PLE' C/L Inv 921.78
° �/4 10" G M 0" GUI ° � \ 14" �Ulf/l P� J 12" GYM o, -'� � Oo , 928
GRAVEL AREA TA
W/FRENCH DRAIN 13)
// 108" OAK \\/ OC) p
PROPERTY LINE
San. Sewer Manhole
Rim 927.60
\� Shelf 920.10
\� C/L Inv 919.50
�OpppppOpppppp�
10
°°
T E PLAN oo�0°° �,pNDSCgA°°O SOD
o $ �a o 0
o
SCALE: 1 " = 20'-0" o z oN =0
W 620 A °s o
O �I °Cz
% 7° 0Y°° O -
°OOO°°°�i�
000000000
°°°°ooSppARRp �000°°
SHE
C.
O
L
Do00
0 N M
LO
pUrn
Z
w M
LLJ J c1r)
M w
J
0
N Z O
T
W T
z
w
�QQ
00co
U
z
N w
Q z
0
z
U
/ °12"PUM
\\ o �/ 0" GU
Cad \
Q
° 12"`\\ELM
\
�10"G M/
° 12„ GOM
\
' ° 10"`\ASH / /
/ \ I
,// 18" OAK
O
(:ZA\A/Ar N/IanhnIA
YO UT
GRADING PLAN (@ HOUSE
°m San. Sewer Manhole
Rim 932.43 - Benchmark
m
Shelf 922.18
EXISTING EDG
OF ASPHALT