HomeMy WebLinkAboutR-418003DETAIL A
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RIM = 144.73'
INV E 12"CPEP = 142.48'
INIV N 12"CPEP 42.38-
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\ \ \ CAP (TRIAD) \ \ \ \ ` \ 1 \ , I \ 520.02 \ \ \ \
CULVERT
CB 18"CPEP = 148.11' `\ \\ \\ 1 �... �,/l\� i 11 I j • . a� \\ \ \\\ `\ `\ `\ \ `\
RIM =144.01' I I a...V��
INVE 18"CPEP = 140.46' - i - � • • • �� / I 1 I I I I / 1 \ \ • • \ \ \ \ \
OHU INIV S 18"CPEP = 140.41'
/ i' i GD �� �D
OH SDMH / / CO y ti
/ ol. RIM = 150.66' ' /' \\ // j �66^o ^^� A o\ ^� /^ \\�\ \ \\ \\ \\\ / I INV E 18"CPEP = 1g��1' / \ , , 1 � \ W
INV W 18"CPEPF 141.97' N
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CB CB
RIM = 159.53'
\ \ I RIM = 159.54 1
\ \ \ 1 I INV S 6"PVC = 155.73' \ `\
o \ \ \ 1 -INI W 8"PVC=156.79' \ \ \ \\ j `\ \\ \ `. \ \ co /
m \ 1 INV E 8"PVC = 155.79' °' I
\ \ \ 1 \ � �D- INV S'�6"�VC = 156.79' 1 \ \ I I I
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STRUCTURE O
CB \\ \\J N
RIM = 142.71' o 60, I I I
INV N 18"CPEP = 138.61' / CULVERT I I �\ I II \
INV S 18"CPEP = 138.56' 1 12"CPEP = 147.45' i i i • \ ED E OF
I,NV E 12"CPEP = 139.01' S� / \ I \\ VEGETATION
I o c c c c c c c c c. c / 26.1'- \ \ \\ \
i SDMH 173.5' ❑O , Q. /
1 I RIM = 151,32'
G9 I I INV W 12"CPEP = 147.22'
I I INVE 12"CPEP = 147.22'
I RIM = 150.24'
a 1 INV E= 147.84' I I I I \\ II iIi 11
D4
STORM RETENTION
POND
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i cn 10.00'`j j j I \I \ CULVERT
8'3�'44" 1 I \\\
8"CPEP = 147.67' / � r> THREE STORY
-Ct3 fn o/ BUILDING
� =141.63' (n 11 a I e el d i I \ ,,-
INV N 18'CPE 137.83' I I I I \ I \ I \
I I \_ --CULVERT o I RH = 199.64'
INV S 18'CPE = 137.78' 1 I I I I ' -' - FF = 161.05' CB
1 I e I \ CB ,, 12"CPEP / \
INVE 6"CPE = 138.23' I \ RIM = 153,24" = 148.34'
/ I
- \\ I V N 12"CPEQ= 150.64'-------- RIM=/172.00' / \
\ I NV F Iy2 `CPEP = 150.84 �' o BUILDING �� INV S� 8"PVC = 169.50'
OVERHANG
v I \ 1 \ I I
\ I W❑ 1 O I \\ I \ I \
o \ I �� D4 I CBI 1 I \ 1
I 1 �® RIM = 160.11'/ I I Q I \ I \
011 INV N 8"PVC = 153.61/ SDMH "
INV S 12"CPEP = 153.41' RI = 160.93'
- CB \\ INV W 12"CPEP = 153.46' I WATER I I I \I 1 \
� / RIM = 149.98' 156.14' e I 1 I \
INV N 8"PVC = 147.78' GRAPHIC SCALE
_ INV S 8"PVC = 147.88'
\ I 162.5' 10 0 10 20 40
SD
v \> Rmn 160.94' / I /I 1INCH = 20 FT.
a56.15' o o ---o- �- . o o o ' ' . I I I / I i I
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RH = 170.80' /o
Q / FF = 154.33'CIO /M \ / / f I I \
/ CB
"'/ RIM = 157.23'
O / ABOVE ►�/ , �\ INV N 12"CPEP = 153.73'
I 8.3- /82' `\ INV S 12"CPEP = 153.73' / /
1 CB INV E 8"PVC = 153.83' SHED
lL� I RIM = 150.44'
INV N 8148.14'
1, \ 0/
/N
CB
RIM 139.53'
INV N'F8"CPEP 136.23' / / /, j / I \ I I \
CB
INV S 18"C�ER 36.13' J o � i \\ 39.8'/ I\\ \ II / � o ''�/ - - -i i RIM = 182.35' \I i / \ RIM = 189.79'
CB
INV E 12"CPEP - 1366. / INV S 8"DI = 185.69'
O \ CB I - j INV S 8"DI = 176.75'i _ - _ \ o \
I Rl4 = 157.82' I % / o
�A \ I INV N 12"CPEP = 154.52' i \ \\ I
O CB SOLID LID V I I I / I I v V v v
o ` I \ \\ INV E 12"CPE10 = 157.42' I i 1 I oo CB
1'
RIM = 140.53' m co RIM=I171.52 INV W I \
cr cn I SD ', l In \ \ 1 \ \ \
SSMHINV E 12"CMTP 138.4 h co 9 I
RIM 139 90' \ N\ cn CID INV S 12"CPEP =I163.87' \\ 'P 0 ^� �o �cPr,
INV N-S 129.26' ,� vv I I I I I ID v v 6 1 v o rn
,�`) D4 \ 0.00 \ --- O �� o n / 1 I I ,
\ - - S88 35�I4 E 2U0.01'-
` FOUND 6„ \ 210.01 - '-WQO_DCD
CD % '\ REBAR & CAP \ -- - g CB SD
_ STAIR�_�,, 1 I I I
CB v \\; \ --- o _� o \ �� 1\ --_/ C / RIM = 174.78' I CB SD / - CB
R M = 138.70' \ N \ HOT N _ - I RIM = 179.69' I I RIM = 188.18 `
N O M- 170.37' INV N 8"PV0 = 166.88' \
INV N 18"CP P = 135.90' ` Jig j '` a SHE D/o \ \ \ \\ I \
i DECK ///�6 N \ \ )NV N 12"CPEP = 163.52' INV 8"PVC = 167.08' INV N 12"CPEP = 174.79 � INV N 8"DI = 17t�88 \ \
INV S 12"CPEP = 134.30' \ - 16.3' \ \ `\ /INV E 12"CPEP = 163.4�' INV W 12" PEP = 166.88' I INV E 6"PVC = 175.89' \\ INV W 8"PVC = 118.68 I \\ \
INV E 6"CPtP = 136.45' 26 3 �o7s 1\ \ \ j I INV W 8"PVC = 174.74' \
----- I \\ 21.3' h 6.1'�S 39.6' b�°
R�OF ! 24.2' 62.9' j I I EDGE\OF
I /i VEGETATION
OVERHANG I ONE STORY HOUSE I o e I
1 I II \\
1 N/ RH = 163.26' /c� 00
CD o I ' FF = 147.76' , F Z
c/ , -I o R� ONE STORY
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I / I -i - I N' HOUSE
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j/ 12.5' RH = 163.42' j I \ I, I
I 21.8'� I \DECK I co 30. '/ F FF = 150.68' 1 I II l 1 00
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OVERHANG
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PROJECT NO. 20-175
DRAWN BY: MTS
CHECKED BY: TNW
DATE: 8/31 /2020
SHEET 2 OF 3