HomeMy WebLinkAbout8-18 Verizon Ln As-Built Map 3-24-26 \ 1 �
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/ l 1 111 LF 12" HDPE OutletLn
l \ / @ S = 0.45% / / V)
1 / Daylight in Dry Pond at Inv. 973./00'�
1 1 ' 4" Perforated PVC l Provide "Fine" Stone Splash Protection 4" Perforated Underdrain w/Cleanouts / >
Underdrain with/ Clealout I-,� Inv El. 973.50' �� w
1 100yr Spillway Outlet Inv. El. 972.50 100yr Spillway Outlet Cleanouts should be located withtin
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12" HDPE Outlet Culvert / 70 LF S = 0.0% I " "
INV. IN. 972.50' I 10' X 4' Broadcrested Weir Catch Basin with 12 Gra a cast iron box and cover labeled asCleanout
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Cleanout shall be loca ed within a and set flush with finished grade.
INV. OUT. 972.41' Inv. El. 974.00' Inv. El. 977.50 i 9 t i b d b
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cast box an coverlaeled as "Cleanout" Max Rate & Velocity,�03 CFS,/ ° Max Rate and Velocity, 3.44 CFS, _. _
,777
20LF @ S = 0.46 /o and set flush with finis d grade.
r / 1.27 fps @ 100 yr 0.51 fps @ 100 yr / __ _— f
I Basin Footprint —_
:= Stone Splash Protection
4 Perfo ated PVC � a;� _ �
1 > 95' L x_37_' W Underdrain with/ Cleanout fa
_/ _ �3;533-SF Inv. El. 6.00'
J / _ -- -� 974' 180LF6S = 0.0% 6
El. 973.00 97s'
o Cleanol�t shall be loc ed within a z
975' co Av PROPANE
974 0 cast in box and cov r labeled as Clearwut
\ 973' 0.0' and et flush with finihed grade.
1971,
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1 \ POND O �/ (D
POE D / / I z z0 >-
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/ i 10 Overflow Manhole FOB P ` z C
I DRYWELL / „ y Basin Footprint � I--I W
RIM 968.58' 8 Ve LIL Penetration /
N 9 2-6"UD INV. IN 963.92 ' 90 L X 27 W 1 V) }
6s Ou1et v E1. 973.50 -1
2,430-SF � � Z
I 9 67 — El. 977.00' PON M W Q p
— \ ' W Berm D O �� Floor of Basin 4/,771-SF, 145' L x 33'W M H v
I O DDTL. GRAVEL Broadcrested eir Outlet, 4' x 4' / cn
1 z
est El. 976.00' 0 ^ r, r, ^ Inv. El. 977.5 / I Y
I 6" LID _ rnrn rnrn
MI I 30'-6" HDPE OND g HDPE @ 0. 1%� o INV. 964.331 11 15�` �PAVING LTA ( 0-
I I 0.50% A //
I 1 I I 2s'-6° P�RF. @ 1 '6s�i° Forebay Weir 8' X 4' � O
I 6" oof Drain / I Inv. 974.50' I M w � L—
END SECTION \ �,
GRAVEL LINED OVERFLOW I I INV. OUT 96 .30' IN . 967' 6" Roof Dr�in I --- ASPHAL O = W
INV. 967' PAVING
CHANNEL- 1 00 YR I I _ — ( I-- 0 `J
STORM OVER _ \ I , Q U'
I STORM INLET I/�
u 1
INV. EL 968.00' i — — — I J d- z
RIM 968.83\ I
6" INV. IN 96z 00 / � M
6"INV. OUT96\ 00/ ® I Manhole Outlet Structure Q
12" PIPED OUTLET w /
INV. IN 966.00' I I / ' 2 poi ,p Oulet Inv. El. 976.00'
INV. OUT 968.00' I
'833N/�N�
I I I GRAVEL SURF 8"A E°�\
UNDERDRAIN n \ $i / HDPE Outlet Culvert M a3� \O
Daylight El. 975.50 ( M / z
263LF @ S = 0.20% /
o o NA \d \ �`' Grasse iversion
I ► I I \ INV- , ►BENS
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I I I z I U- Z / C SMALL
2.7
INV75.0� \ \
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I I I I I I \ 3 I i DI R UTI N
CONDUIT
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A M I I I I 1 "� . ASPHALT
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I I ` 1 RAVEL i�j� PARK � M APPROXIMATE
I \ SUR BOLLARD DRIVEWAY o D LOCATION \ M
( 1 I I IN
STORM INLET I I RIM0RM -1 #18 � �\969.757 / \ \ I
I RIM 968.67" � o c�
I \ I 12"INV. OUT 967.17' 2 6"INV.Ifs/OUT 967.75 / Qti \ W
I I I \ UPGRADE CULVERT TO 12" HDPE A
W/WEIR — ''TORM ANHOLE INV=973.5
�IM 969.7P' ELECTRIC N
UD INV. IN 963.00' I I 6" Roof Drain METER 12"HDPE \ 6 M
t2"INV INI-963.00' I I INV. 967' BRUSH & GRASS
2"INV OUT ' � ASP
962.92 I I DUMPSTER
AREA �( / INV=972.2 CGRAVEI_ \ n I PROPERTY LIN� `Z
I 1 M I STORM INLET I V �'. SURFACE I
I \ IM 967.67'
\ 1\ INV. OUT 967.17' � rive and
\ °y v 70.2 New Grovel 7 SF
I
I I s �X parking 4.8
1 — y X km I \ l
tJ
H N C9
1 tzi
STORY'.
I EN SECTION �/ } /
I IN . OUT 964.00' O ��' ° � GRAVEL BUIZONGLANE D \
N I N m � �' v / m PAVING CBRUSH & TREES I l
I H 00
NEW STORY I I
BUI DING a
/ N oN ______- W 40' 70'
- - - - - - - ---- 1 -- (2,80 -SF)
(
CgRUSH & TREES
M [�
15.
� 4 Downspout w/rock PFO'PEUND h co\
Splash Protection \ � :: __
I / / PROPERTY LINE _ _
^ 2'W x 2' L Rock Ri
w _
ry° Overflow Weir, Inv. I. 972.00 —_ �
cp See basin detail e e t C-10�_—:= —__
N / Silt Fencing
__ _ __ _ _ — — — — 4" Perforated Pipe 4 Downspout w/rock
-- w/Cleanouts Splash Protection
Daylight at 968.8'
DATE: MARCH 18, 2026
i 7 SCALE:1" = 30'
DRAWN: SDG
I / JOB:
SHEET:
�' II C- 1005