1964 Francis LEGEND:EAVE LINE
TREE PROTECTION BARRICADE
SILT FENCE ELSIE THOMAS
WATERLINE FRANCIS AVE.
SEWERLINE
ELECTRICAL SUBFEED SITE PLAN FOR MODULAR DUPLEX
24"MAPLE SCALE 1 20'
N 89*30'OOWF N 89*30'00"E
55.001� 11000,
PROPOSED WATERLINE
Ftl III DINA AFTRArK LINF
2 "PALM
REAR
10"CHERRY
14"ELM
LINE
--------------- ------6Z9.9 --------------------
12"PALM X
EXISTI,NG SEWER TAP
(3)18"PINE
PROPOSED DUPLEX
UZI
3BR28A EACH
61 ATER OAK X 04
26'X 80'
18"PINE 2080 SOFT CONDITIONED
28"CAMPHOR ui
FRONT
22"PINE
�x
2"MAPLE X PROPOSED
PARKING
-hl-8"MAPLE X PROPOSED SIDE1.1ol-LIC
20"PINE .^"I A A %d
PINE
1 "PINE
6 14"PINE 1,6,
-co—T9
8"PINE
24"PINE
LOT11
0"PALM
POWER POLE
C14 NE
X 1
LOTIO TELEPHONE RISER
i �11�1 -
12"PINE �112"'CAMPHOR
PROPOSED
RKING >
10"PINE REAR
I---------------------- -------------------------------------------- --------------- --
---- ------------------------------ ------,
------------------------------ ---------- 0
20"CAMPHOR 12"PINE
14"PINE
10
14"PIN
a
E
PRO�OSED
----------
FUTY'RE DULPEX
10"PINE
6"PINE
12"PINE
8#PINE
m
20!---
---------------- ---------
------------------ ------------ ---------------
24"PINE 4"E: L-------------------- ---------------------------FP,6NT----- ---------------- ----- -----------------
14"ELM
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I RU!L ..K
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PR ED
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U 0 7�1?
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*- 18"PECAN
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6'HOLL -------------
" )LL OAK ---------- -39 -------- - L
-30-00 W
S 89"30'00"W S09
55.00' 110.00,
............. ............ ..............
APPROX EDGE OF PAVEMENT
-------------------SIM-M-011-S-R-OAD------------------------------------------------------------------------------------------------
------------------------------------------------------------
ELSIE THOMAS
FRANCIS AVE, ATLANTIC BCH
SITE PLAN FOR MODULAR DUPLEX
DATE:10-10-20015 SCALE:1" 20 DRAWN BY:MB-M
N 89*30'00"E
,trx�
r------- -------------------
PROPOSED RETENTION AREA#1 CONSTRUCTION SITE MANAGEMENT PLAN
FOOT PRINT OF
MODULAR DUPLEX
EAVE To EAVE 28'X 62'
MEASUREMENT
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NATURAL SLOPE OF 00,
100
PROPERTY
ww
PROPOSED RETENTION AREA#2
S 89*30'00"W ELSIE THOMAS
MODULAR DUPLEX
165.00, FRANCIS AVE
15
CONSTRUCTION MANAGEMENT PLAN
ui
SCALE 1"=20'
SANITARY
PARKING,LOADING UNLOADING AREA El PORTABLE
TOILET
TRASH
NER
CONTAI
S 89*30'00"W
165.00'
-------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
N 89*30'00"E
165.00!
PROPOSED RETENTION AREA#1
EROSION CONTROL PLAN
FOOT PRINT OF
MODULAR DUPLEX
EAVE TO EAVE 28'X 82' uj
MEASUREMENT
cl)
NATURAL SLOPE OF
PROPERTY
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........... .......... .......................... ...... ........... .........
PROPOSED RETENTION AREA#2
S 89*30'00"W ELSIE THOMAS
MODULAR DUPLEX
z 165.00,
FRANCISAVE
EROSION AND SEDIMENT CONTROL PLAN
........................ ........... .....................
..................... ............
SCALE 1"=20'
NOTE:FILL WILL BE USED TO LEVEL LOT TO
THE EXISTING NATURAL GRADE,EXCEPT
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SILT FENCE
PROPOSED SILT FENCE
uj
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EXISTING GRADE
--IM96'-SELOW SURFACE
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MAINTAIN FENCE S'OFF DRAINAGE DITCH
MAINTAIN FENCE 6"BELOW EXISTING GRADE
S 89*30'00"W
165.00'
----------------------------------------------------------------------------SIm-M-0-X-SL--R-O.AD
146 je�w;neis
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FLU �E DRAINAGE PLAN
FLUME: PROPOSED DRAINAGE SWALE
ELSIE THOMAS
MODULAR DUPLEX
FRANCISAVE
FOOT PRINT OF
MODULAR DUPLEX
EAVE TO EAVE 28'X 82' DRAINAGE PLAN
MEASUREMENT
1 SCALE V m 20'
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PROPERTY
------ IMPERVIOUS AREA
PROPOSED RETENTION AREA#2 DUPLEX:2186 SOFT
?Z8 SIDEWALK:430 SOFT
PARKING:716 SOFT
04
S 89*30'00"W
C14 FUTURE DULPLEX:2186 SOFT
165.00' FUTURE PARKING:713 SOFT
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PREDEVELOPMENT
CLO
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RUN-OFF VOLUME:31 go CUFT
PERCENTAGE OF IMPERVIOUS: .3018749
PROFILE NOTE:PROPOSED DRAINAGE SWALE WILL
RUN-OFF COEFFICIENT:.45
PROPOSED DRAINAGE SWALE START AT EDGE OF SIDEWALK AND FLOW TO
DRAINAGE DITCH...SWALE WILL BE I FOOT Lu
1 i i POST DEVELOPMENT:
I WIDTH:8' NATURAL GRADE DEEP WITH 1 TO 4 SIDE SLOPE.ELEVATION
DEPTH: V
WILL BE MA!NTAINED AT 1 FOOT BELOW
RUNOFF VOLUME:7198 CUFT
LENGTH: 115' EXISTING GRADE
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SLOPE: I TO 4
00 : DELTA VOLUME:3990.54 CUFT
PROPOSED RETENTION SWALE
W PROPOSED RETENTION:2402 CUFT
WIDTH:16'
DEPTH'2' NATURAL GRADE
LENGTH:75'
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SLOPE:1 TO 4
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165.00'
S_LM_.M._Q_N__SL___R_QAD--------------------------------------------------------------------------------------------------
------------------------------------------------------------------------
ELSIE THOMAS
FRANCISAVE
DRAINAGE PLAN
DATE:10/1012005 SCALE:V 2!01 DRAWN BY:MS-M
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MEASUREMENT
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S 89*30'00"W MODULAR DUPLEX
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165,00'
rn EROSION AND SEDIMENT CONTROL PLAN
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u� SURFACE
cn
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S 89*30'00"W
---------- --------------------------------------------------------------------------------------------------
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