HomeMy Public PortalAboutLEWIS AV_148.pdfv �
DNR MARSH
LINE FLAG. TYP
/
/ r 25' MARSH
BUFFER, TYP.
s Aa9 i Nos
/� NON -SENSITIVE
SILT FENCE
2 ROWS
SENSITIVE TYPE
SILT FENCE X
s
0
5�6
Ds3
E z -
EX. POOL 5 1 s Ag
0 r
w
M p` 0 06CR
o !
o�
�
as
PJLU
EXISTING HpUSE-`
1. U W000 POSTS OR
1. USE STEEL
AS SPECIFIED BY THE EAOSIgd, SEPLMENTATpN.
EX FEE= 6 d9
NEW FFE= 5.59
THE EROSION, SEDIMENTATION, AND POLLUTION
CHFJGI�ONT
CCNTTOL PLAN.
NEW GARA¢E = 6.09 G.1B
Ds3
II� —
X11=�1
3 5
NON-SENSITIVED,�
'T'o
SILT FENCE szI \
X ss0
GRADE TO DRAIN
TO STREET +s@�
I
X
OSite Plan
1 , = 1 D, -D„
EX
X-
PROPANE
TANK
NOTES:
1. THIS SITE PLAN IS BASED ON SURVEY INFORMATION TAKEN BY THE ENGINEER ON 02107118.
THE FINISH FLOOR ELEVATION OF THE EXISTING HOUSE WAS USED ASA BENCHMARK.
2. THE EXISTING HOUSE IS AT AN ELEVATION OF 6.09 (BASED ON AN ELEVATION CERTIFICATE
PREPARED BY WHITLEY REYNOLDS)THE BASE FLOOD ELEVATION IS 11.00.
3. THE HOUSE IS BEING RAISED INPLACE NINE FEET -SIX INCHES. THIS VNLL SET THE
FINISH FLOOR ELEVATION AT 15.59+1-
4. THE MARSH LINE WAS FLAGGED BY DNR PERSONEL ON JANUARY 18, 2018. THE FLAGS WERE
LOCATED BY THE ENGINEER WITH GPS.
11 r NEW SWALE
1 0
y n
EXISTING. ELEVATION
SI. 6-00 PROPOSED ELEVATION
k
INv s.0 �p AS -BUILT ELEVATION
.cll
+• � Is
S I� NOTE', ALL DISTURBED AREAS NOT COVERED
'44TH IIAPROVEHIENTS SHALL RECEIVE
PERMP:NENT GRASSING,
INV 5.25
0 0
O 0Cx9
0
0 0 0 o o m: �f o
I
Q o 0 0�ffll& o Ds3
31� 0 0 0 0 4 0 0 0 o NON-SENSI
�E a O O O SILT FENCE
N35} 12"F 8�O0 1O 0 O 0 0 0
0+
s'e*s
�' e
0 0 0 0 0
O O O O 0
O0O0O
0 0
n
o CONSTRUCTION o X
EXIT
0 0 0 0 0 0
GRAVEL 0 0 0 0 0
O o O o 0 O
O O O O O
LEWIS AVEN:E
NOTE THE CONSTRUC CN F' ;I- SHALL EE
CGVERED l'�''�T`i n57 STCNE -0 EE: -GME THE
PERPANENT DRIVEWAY. '
EXISTING GRADE FINISHED GRADE
!\� 10 UNLESS NOTED 10
"V" BOTTOId
TYPICAL SWALE SECTION
NOT TO SCALE
SILT FENCE - TYPE SENSITIVE
SIDE VIEW
.Q
FRONT VIEW
I— r MAX
30' Mu!
18'�MIN.
�
1. U W000 POSTS OR
1. USE STEEL
AS SPECIFIED BY THE EAOSIgd, SEPLMENTATpN.
IO CONTROL PIAN.
ANC POLLUTION
L IS
(�) IS TO BE SHOW ON
THE EROSION, SEDIMENTATION, AND POLLUTION
CHFJGI�ONT
CCNTTOL PLAN.
CRUSHED STONE CONSTRUCTION EXIT
EXIT DIAGRAM
(IF NEEDED)
6 MIN, 10
ENTRANCE ELEVATION
I
a- uM.
` pp, I�I�—T Wl�I Iii`
NOM"
1. AVOID LOGATNG ON STEEP SLOPES OR AT CURVES ON MILD ROADS.
2. REMOVE ALL VEGETATION AND OTHER UNSUITABLE MATERIAL FROM THE FOLNUAT IM AREA, GRAOE, AND
CROW FOR POSITIVE DRAIMACE.
3, AGGREGATE 921 SHALL BE M ACCORDANCE MTN NATIONAL STONE ASSOCATOM R-2 (LY -3.5' now.
4. GRAVEL PAD SHALL HAVE A MINIMUM THICKNESS OF a".
S. PAD WDTH SHALL BE EQUAL FULL WIDTH AT ALL POINTS OF VEHICULAR EGRESS. 80T NO LESS THAN 20'.
S. A DIVERSION RIDGE SHOULD BE CONSTRUCTED WHEN GLACE TOWARD PAYED AREA IS GREATER TNAN 2X.
7. INSTALL RPE UNDER THE ENTRANCE IF NEEDED TO MAINTAIN DRAINAGE DrIcHEs.
S VIHEN WASHING IS REQUIRED. IT SIKftLC BE DONE ON AN AREA STABIUZEO WITH CRUSHED STONE THAT
OR INS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN (DIVERT ALL SURFACE RUNOFF AND
DRAINAGE FROM THE ENTRANCE TO A SEDIMENT COMR)L DEVICE).
9, WASHRACKS AND/OR TIRE M54ERS MAY BE REQUIRED DEPENDING ON SCALE AND CIRCUMSTANCE. IF
NECESSARY. WASHRACK DESIGN MAY CONSIST OF ANY MATERIAL W17AB E FOR TRUCK TRAFFIC 7HAT
REMOVE MUD AND DIRT.
10.10AINTAIN AREA IN A WAY THAT PREVENTS TRACKING AND/OR ROW OF MUO ONTO PUBUC
MGHTS-OF-WAYS THIS MAY REQUIRE 70P DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES
USED TO TRAP SETNMENT ..._... .
SILT FENCE - TYPE NON -SENSITIVE
FMIN,
slDev)EW
B
ROW — i
1-
5 1..�=
18' MN. r
I F�
FRONTVIEW
F� 8' MAIL D.C. ----
FABRIC
30, NM.
5' TR1]Igi
le- WR
N01E5
I. USE STEEL OR WOOD POSTS OR AS SPECIFIED BY THE EROSION, SEDIMENTATION,
AND POLLUTION CONTROL PLAN,
2. HEIGHT (�) {S TO BE SHORN ON THE EROSION. SEDIMENTATON, AND POLLUTION
CUNIROL PLAN.
I
GRAPHIC SCALE
0 ID' 15' 20' 3D' S0'
( RR FEET )
1 1h1h = ID EL
FsfY LFYFi . OF Q YROi.
cDE. /y
+ �L�A�3T85 •
PROFcwONAL
148 Lewis Avenue
Site Plan
Prgect number 17-064
U.te 1217/17
I)mw0 by Author
Checked Ey Checker
A1.1
S.H1 1"= 10'-0"
CIE