SW3170502_APPROVED PLANS_20170527

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE-
C22/J `j
YYYYMMDD

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SITE
VICINITY MAP 1'=2000'
SURVEY DISICLANER
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
ISSUE DATE APRIL 26, 2016. REVISED JUNE 28, 2016.
PROVIDED BY METROLINA ENGINEERING & SURVEYING
ASSOCIATES, 4400 STUART ANDREW BLVD, STE. N,
CHARLOTTE, NC 28217, [phone]
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
+
Landscape Architecture
+
Civil Engineering
+
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 276oi
P+ 919 719 1800 f+ 919 719 1819
url+ www.colejeneststone.com
KOLTER
LAND PARTNERS
8875 HIDDEN RIVER PARKWAY
TfiMPA, FL M7
HEFUTAGE
HAWFIELD ROAD
WESLEY CHAPEL., NORTH CAROLINA
1907�wj
DEVE
DRAII
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l. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING 0 75 150 300
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
STRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING DA=406
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
1
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA The drawings,the project manual and the design shown theron
DEPARTMENT OF TRANSPORTATION AND UNION COUNTY are instruments of CoLeJenest & Stone, P.A.. The reproduction
SPECIFICATIONS. or unauthorized use of the documents without consent of
CoLeJenest & Stone, P.A. is prohibited,
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED. ColeJenest & Stone, P.A. 2017 @
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VICINITY MAP
SITE
1*-2000'
TOPOGRAPHIC OR "ALTA/ASCM LAND TITLE SURVEY" SURVEY
ISSUE DATE APRIL 26, 2016. REVISED JUNE 28, 2016.
PROVIDED BY METROLINA ENGINEERING & SURVEYING
ASSOCIATES, 4400 STUART ANDREW BLVD, STE. N,
CHARLOTTE, NC 28217, [phone]
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
P+ 919 719 1800 f+ 919 719 1819
url+ www.colejeneststone.com
KOLTER
LAND PARTNERS
8875 HIDDEN RIVER PARKWAY
TMPA, FL M7
HERITAGE
HAWFIELD ROAD
WESLEY CHAPEL., NORTH CAROLINA
POND A
DEVE
DRAII
Revised
A05101A7 PER VESLEY GVJIEL CM"TS
to
11�7/11
','I ZIP
Pen:'. it -4
by M T.Lk00Ar1UL_,;6-
1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE
LOCATED PRIOR TO CONSTRUCTION.
2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING
FLAG MEN, ETC. AS NECESSARY TO INSURE SAFETY TO THE PUBLIC.
3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE
REPLACED ACCORDING TO STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND UNION COUNTY
SPECIFICATIONS.
4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS
PART 1926 SUBPART P, OR AS AMENDED.
to
THIS - OR
E ONLY
SCALE: 1 "= 150'
0 75 150 300
DA=404
The drawings, the project manual and the design shown theron
are instruments of ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents without consent of
ColeJenest & Stone, P.A. is prohibited,
ColeJenest &Stone, P.A. 2017 @
I
I

out ark 7
_ / t
� 11,746 SF
BMP B PLAN VIEW
SCALES T-40'
FES-1C
INVERT ELEVATION: 596.00
RIP RAP APRON;
SEE DETAIL 2/C-906
MANHOLE ACCESS CENTERED OVER STEPS TOP OF STRUCTURE HANDWHEEL OPERATOR. SECURE TO ELEVATION:606.50 6" REINFORCED CONCRETE SLAB STRUCTURE WALL.
�`�/ ::-'< /i',%%✓/ TOP OF SPILLWAY ELEVATION: 606.00 STEPS (1- OF SEPARATION) TOP OF STRUCTURE ELEVATION: 606.50
7,7
SPILLWAY ELEVATION: 605.00 UTTORAL SHELF "'�;' - TOP OF SPILLWAY ELEVATION: 606.00 (2 SIDES)
77
B /
SPILLWAY WEIR (2 SIDE)
'^, WEIR ELEVATION: 603.00
WEIR ELEVATION: 603.00
(2 SIDE)
/
LOW WEIR (2 SIDE)
PERMANENT WATER
ELEVATION/ r "' 7 n ✓ > r i-
'� ORIFICE INV.: 601.50 o
V
_ ORIFICE INVERT/ PERMANENT WATER ELEVATION_ 60150_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -
6' X 6' BOX--"" E `.., T�� �s,y'��^M¢`t %*lam° �__ %'`'nai° �' < .,� F / K
(INSIDE) A,A`-`y'rFF
`J r p. `,' ;✓, `�f'E'^yY ,,;r435�•si r 9e S s ^-} /,���T,�-'r cl}. ,d
a 6" PVC PIPE INVERTED WATER QUALITY
ORIFICE. ENSURE ORIFICE IS NOT BLOCKED
36" OUTLET PIPE p,'' c` ` '` �` - �`.l q�'P% '<�' '>`'. BY SLOPE.
_.„ SET 10" PIPE UP 6"d: TO �.`', t ~°�$a•- ...rxj �`;, *t/ l i i t - % �j'� `�°`i 10" D.I.P. WYE FITTING
>•',� `.`'� ".1. - ' ALLOW FOR VALVE INSTALLATION
PLUGr
CONCRETE BLOCKING TO ^ - '•'��-� i' ,%� „r, �' t �'' ''�.
1 '
SUPPORT VALVE
85 LF OF 3CLASS RCP O 1.29:
i .'. NTH O-RING JOINTS 15 LF OF 10" D.I.P. O 0.00% SLOPE
BOTTOM OF BOX: 595.4 � BOTTOM OF POND ELEVAT014:597
S Y
�A *. .>. >r. � a; ��'.. 5'``-•,' t. F,,�V,1 .._�,., 1 .. ��Cr z*, �S -�,ayn nla�iC 'I4"`�s...r1:::." sC, `�.,`_, i) r
+y
-✓-�:4�.. :nn.^` .� `` 4`s:, +3. �.n ,�i, �'? f �` ,� ��.,yC4 '� ;/f7� ' ��.�'� '<:"�.� '[- �-'�i I Ii� } -r( ::�-✓`'�-:a ;, `'` �• ,.;�.;f '.,d` j;.J.,�?�,Y,7, ay%,t' a !i' !_F% i "t;,;;,,y5..,:�Sr.,"�`.t�}''sn%>E }�.. °4 .j'S;i .1''��'ri ��';A�t;,.'l :� <'',y-x 3 „.:��:h::.5: <'�., _... .`,tra ,o. 1-.�:_1- fe::yIB-C I __ ,-f .f^ _ i,:a:....r
"`i..
HE-
SECTION I'
SECTION A -A ANTI - FLOTATION
3^� 's.. g ( c.
,,.n , , a✓. � . n. � o. y. y,", \ :,. yt: Y`�<..,�` g z:.-'s! , r a;t.. ,.r (� I I I n �.r ' �i.(I[^-
BALLAST.SEE i � .�Y ."' ,x:�'�. t'<��`t: 51:.. ,� ; `,
,� eM « ia, 0': a ^�. ,%ham -,-
'"„ ..,-`.%;.`v-.�L,, h.S,n�a\ ,,� 'e `.�C S ^,. `'�..'nE�s :..'E,'=`\�. Ftvt �.-ri 'n .a ;_" -- i ik.ir?.3 s �'P un (Cv rrE(.. "11Lr it:
nr
DIMENSION D. -,,. .., .. _- - � .� })i?7 -8, �'�d%v�.�'r ��^..:.F/'s ,a'� � ne-, _.._. �. �,..€. -, . »iZ<,�t(��Im...�--Alt-,,..r.,.,... ' _,..Ir �8e.. ill 1 ,i PMINH_ill
ACCESS RING AND COVER
(CENTER OVER STEPS)7 (2 SIDES)
PRECAST) _
INTO TOP B
LOW WEIR (2 SIDES)
ISOMETRIC DETAIL
NTS
PRECAST STRUCTURE
A
B
I
I
j I ,�
OUTLET PIPE
ji j I
ACCESS COVER
OVER STEPS
I gfi
l
2'
, y
j
/ 7
7
A
f �
A,
i
Al
F I r l „•
f /
A-.k..
ANT -SEEP COLLAR, TYP. SEE
DETAIL ON THIS SHEET.
OUTLET PIPE J
INV.: 597.00
10" GATE VALVE
ANTI -SEEP COLLAR (NORMALLY CLOSED)
ANTI -FLOTATION
BALLAST. SEE
DIMENSION D.
n 1' THICK 4000
#5 E.W. E.F. >, PSI CONCRETE
x #5 EW. E.F
J
a np
a
ANTI -SEEP COLLAR
10.00'
TOP OF BERM: 607.00
OCS - C-1
SECTION B-B
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR "REINFORCED
CONCRETE WATER AND WASTEWATER STRUCTURES".
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 1".
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. CONCRETE PIPE SHALL HAVE '0' RING SEALS OR WATER TIGHT JOINTS.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY COLEJENEST & STONE PRIOR TO
CONSTRUCTION.
6. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATON. ALL FILL AREAS
SHALL BE COMPACTED TO 95% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE
DICTATED BY THE GEOTECHNICAL ENGINEER.
7. PROVIDE STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO AUGN WITH
STEPS.
8. FRAME AND COVER SHALL BE IN IN ACCORDANCE WITH NCDOT REQUIREMENTS.
9. ALL PIPE CONNECTIONS AT OUTLET CONTROL STRUCTURE SHALL BE INSTALLED USING Z-LOK STM
CONNECTOR MEETING ASTM C-1478 (A-LOK PRODUCTS TULLYTOWN, PA)
10. PRIOR TO FINAL PLAT RECORDATION SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND
AND OUTLET STRUCTURE MUST BE SUBMITTED FOR CONSTRUCTION CERTIFICATION
10' MINIMUM LITTORAL SHELF
WITH WETLAND PLANTINGS
VALVE INSIDE OUTLET STRUCTURE. 10'
DUCTILE IRON PIPE WYE CONNECTION IN
WET POND.
BMP B SECTION VIEW
SCALE: N.T.S.
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
Water Quality Orifice Diameter (in)
6.0
B
Weir Width (ft)
3.00
C
Inside Dimension of Outlet Structure (ft) (Square Box)
5.00
D
Concrete Ballast Depth (ft)
1.60
E
Width of Outlet Structure Walls (in)
5.00
G
Clearance between Outlet Structure and Anti -seep Collar (ft)
15.00
H
Anti -seep Collar Separation (ft)
15.00
1
Anti -seep Collar Length and Width (ft)
6.5
J
Outlet Pipe Diameter (in)
36.00
EQuality
Separation between Outlet Structure Wall and Inverted Water
Orifice (in)
24 MIN.
Separation between Spillway Elevation and Bottom of
Reinforced Concrete Cover (ft)
1.00
POND B ROUTING SUMMARY ICFS1
STORM
EVENT
PRE DEV
I POST DEV
(ROUTED)
POST DEV
(BYPASS)
POST DEV
(TOTAL)
WATER SURFACE
ELEVATION (WSE)
2YR
37.08
15.02
16.75
16.96
603.82
10 YR
71.91
44.55
31.74
49.35
604.73
25 YR
94.5
64.54
41.37
71.13
605.21
50 YR
112.82
80.89
49.14
89.18
605.53
100 VR
132.23
97.57
57.34
107.37
605.83
`p A bra') �:
a �^tril➢Ya!!�}
r�yrdred o, r
f�'z,.:i1 Crsr,HLna
ruis>3 rc<y A r� h �
c:r r da �,+ner
P':xrs fvS nL. c :, r
rN w0h the
stormwatv,Ras(1Ct
�iH
byJW_AAkMAdL _
CLASS B RIP -RAP BERM,
15" MINIMUM DEPTH
2
�1
E CONNECTION J 6" COMPACTED CLAY UNER TO BE INSTALLED FROM BOTTOM
WITH PLUG ON OF POND UP TO PERMANENT POOL ELEVATION.
BOTTOM END. GEOTECHNICAL ENGINEER TO EVALUATE POND SUBGRADE
FOLLOWING EXCAVATION. CLAY LINER TO BE INSTALLED
BASED ON GEOTECHNICAL ENGINEER'S RECOMMENDATION.
CLAY LINER SHALL CONSIST OF UNIFIED SOIL CLASSIFICATION
CL OR CH. MATERIAL HAVING A MINIMUM OF 50% PASSING
THE #200 SIEVE, A LIQUID LIMIT BETWEEN 30% AND 60%
AND A MINIMUM PLASTICITY INDEX OF 12. THE MAXIMUM
RECOMPACTED IN -PLACE PERMEABILITY SHALL BE
lx10-eCM/S AS VERIFIED BY THE GEOTECHNICAL ENGINEER
N.T.S. ( 1
ColeJenest
& Stone
Shaping the Environment
Realizing the Possibilities
Land Planning
Landscape Architecture
Civil Engineering
Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
p+9197191800f+9197191819
url+ www.colejeneststone.com
KOLTER
LAND PARTNERS
8875 HIDDEN RIVER PARKWAY
TAMPA, FL 33637
HERITAGE
HAWFIELD ROAD
WESLEY CHAPEL, NORTH CAROLINA
1/27/17
Revised
iQ 05/01/17 PER WESLEY CHAPEL COMMENTS
QI///aiii�
00(��05S & SJ.`�
�� • co SEAL v- .Z�
_Jr
J : Z C-103 i
0 � C-10.1 t2:
Olak�9\gpltlH nhr
fill' CA
EAL '-
�d/ �O =
028822 _
N
SCALE: 1"=40'
0 20' 40' 80'
CM911
The drawings, the project manual and the design shown theron
areinstruments of CoLeJenest& Stone, P.A.. The reproduction
or unauthorized use of the documents without consent of
ColeJenest & Stone, P.A. is prohibited.
CoLeJenest & Stone, P.A. 2017
I t t

B
/Z
0
aFES-v
y i j
It
I
`
BMP A PLAN VIEW
SCALE.'.-4.
FES-IC
INVERT ELEVATION: 588.00
RIP RAP APRON;
SEE DETAIL 2/C-906
SPILLWAY WEIR (4 SIDE)J
LOW WEIR (4 SIDE)
6'x6'BQx-�'
(INSIDE)
tim
/
y
eF
�/
s
J
0,77
t°
£l: i
f
y
sr
i
5 '
MANHOLE ACCESS CENTERED OVER STEPS
TOP OF STRUCTURE
ELEVATION: 598.50 6' REINFORCED CONCRETE SLAB
TOP OF SPILLWAY ELEVATION: 598.00 STEPS (1' OF SEPARATION)
SPILLWAY ELEVATION: 597.00 LITTORAL SHELF
WEIR ELEVATION: 595.00
PERMANENT WATER
36' OUTLET PIPE
SET 10' PIPE UP 6't TO
ALLOW FOR VALVE INSTALLATION
CONCRETE BLOCKING TO
SUPPORT VALVE
o BOTTOM OF BOX: 589.DO
SECTION A -A ANTI -FLOTATION
BALLAST. SEE
DIMENSION D.
ACCESS RING AND COVER
(CENTER OVER STEPS)? (4
INTO TOP B
LOW WEIR (4 SIDES)
ISOMETRIC DETAIL
NTS
j5 E.W. E.F
85 LF OF 36' CLASS III
RCP 0 0.012 FT/FT
NTH O-RING JOINTS
OUTLET PIPE -�
INV.: 588.50
ANTI-SEEP COLLAR
al �
L' 1' THICK 4000
PSI CONCRETE
J a #5 EW. E.F
u 5�
¢ u
ANTI -SEEP COLLAR
le t o.00'
TOP OF BERM: 599.00
HANDWHEEL OPERATOR. SECURE TO ColeJenest
STRUCTURE WALL.
& Stone
TOP OF STRUCTURE ELEVATION:598.50
/ TOP OF SPILLWAY ELEVATION: 597.00 (4 SIDES)
Shaping the Environment
:ems yt Realizing the Possibilities
}Q
WEIR ELEVATION: 595.00 Land Planning
(4 SIDE)
+
Landscape Architecture
O
Civil Engineering
:. - ORIFICE INVERT/ PERMANENT WATER ELEVATION_ 593_50
` ---- +
`•'.g.i----------------- Urban Design
119 East Hargett Street, Suite 300
Raleigh, North Carolina 27601
6' PVC PIPE INVERTED WATER QUALITY
ORIFICE. ENSURE ORIFICE IS NOT BLOCKED
ti
BY SLOPE. p [phone]
f+ 197191819
�
url+www.colejeneststone.com
e '`\. • '` `' 3 10' D.I.P. WYE FITTING
KOLTER
PLUG
= ; LAND P
�r ARTNERS
f
%15 LF OF 10' D.I.P. 0 0.00% SLOPE _
x� 8875 HIDDEN RIVER PARKWAY
TAMPA, FL 33637
F_ 1 k .. .y a' A; J}rryi lW j}xn 3.. Ili �...., tpur d7*' t- t�•^-sK i�. A€�i�s � rrr §�tL?nil�e �'
k
- 10' GATE VALVE HERITAGE
(NORMALLY CLOSED)
ANTI -FLOTATION
BALLAST. SEE
DIMENSION D.
HAWFIELD ROAD
WESLEY CHAPEL, NORTH CAROLINA
OCS - A2-1
SECTION B-B
GENERAL NOTES:
1. PRECAST STRUCTURES SHALL CONFORM TO LATEST ASTM C-913 SPECIFICATIONS FOR 'REINFORCED
CONCRETE WATER AND WASTEWATER STRUCTURES.
2. ALL EXPOSED CONCRETE TO BE CHAMFERED 1'.
3. CONCRETE COMPRESSIVE STRENGTH 4000 PSI MINIMUM.
4. CONCRETE PIPE SHALL HAVE '0' RING SEALS OR WATER TIGHT JOINTS.
5. SHOP DRAWINGS MUST BE SUBMITTED AND APPROVED BY COLEJENEST & STONE PRIOR TO
CONSTRUCTION.
6. GEOTECHNICAL ENGINEER SHALL MONITOR DAM AND OUTLET STRUCTURE INSTALLATION. ALL FILL AREAS
SHALL BE COMPACTED TO 95% OF THE MATERIALS MAXIMUM DRY DENSITY UNLESS OTHERWISE
DICTATED BY THE GEOTECHNICAL ENGINEER.
7. PROVIDE STEPS 1' ON CENTERS. STEPS SHALL BE EPDXY COATED. MANHOLE OPENING TO ALIGN WITH
STEPS.
8. FRAME AND COVER SHALL BE IN IN ACCORDANCE WITH NCDOT REQUIREMENTS.
9. ALL PIPE CONNECTIONS AT OUTLET CONTROL STRUCTURE SHALL BE INSTALLED USING Z-LOK STM
CONNECTOR MEETING ASTM C-1478 (A-LOK PRODUCTS TULLYTOWN, PA)
10. PRIOR TO FINAL PLAT RECORDATION SURVEYOR SEALED AS -BUILT DRAWING OF WATER QUALITY POND
AND OUTLET STRUCTURE MUST BE SUBMITTED FOR CONSTRUCTION CERTIFICATION
10' MINIMUM LITTORAL SHELF
NTH WETLAND PLANTINGS
inr.. .Aoo..Av .. _.__._ .........._... �_. _ ....
ANTI -SEEP COLLAR, TYP. SEE-
VALVE.INSIDE OUTLET STRUCTURE. 10'
DETAIL ON THIS SHEET. DUCTILE IRON PIPE WYE CONNECTION IN
WET POND.
BMP A SECTION VIEW
SCALE: N.T.S.
DIMENSION CHART
ITEM
DESCRIPTION
DIMENSION
A
Water Quality Orifice Diameter (in)
6.0
B
Weir Width (ft)
3.00
C
Inside Dimension of Outlet Structure (ft) (Square Box)
5.00
D
Concrete Ballast Depth (ft)
1.60
E
Width of Outlet Structure Walls (in)
5.00
G
Clearance between Outlet Structure and Anti -seep Collar (ft)
15.00
H
Anti -seep Collar Separation (ft)
15.00
1
Anti -seep Collar Length and Width (ft)
6.5
J
Outlet Pipe Diameter (In)
36.00
K
Separation between Outlet Structure Wall and Inverted Water
Quality Orifice (in)
24 MIN.
L
Separation between Spillway Elevation and Bottom of
Reinforced Concrete Cover (ft)
1.00
;.�r rirna
rWrg f2fA 1It u,-91 � P _.ri,'�er
!ntvl ^i dwu.a cv r �. ;vry,u?Ih EP,�2
pl94aryi ep^_ ° € a v Ijr the
GtNtYIV ahr ru;iG. I I o- (1) )
by M 2At.1 O NIL
CLASS B RIP -RAP BERM,
15' MINIMUM DEPTH
- - - - - - - - - - - 00,no,
2 P ," I
11
E CONNECTION J 6' COMPACTED CLAY LINER TO BE INSTALLED FROM BOTTOM
NTH PLUG ON OF POND UP TO PERMANENT POOL ELEVATION.
BOTTOM END. GEOTECHNICAL ENGINEER TO EVALUATE POND SUBGRADE
FOLLOWING EXCAVATION. CLAY LINER TO BE INSTALLED
BASED ON GEOTECHNICAL ENGINEER'S RECOMMENDATION.
CLAY LINER SHALL CONSIST OF UNIFIED SOIL CLASSIFICATION
CL OR CH. MATERIAL HAVING A MINIMUM OF 50% PASSING
THE #200 SIEVE, A LIQUID LIMIT BETWEEN 30% AND 60%
AND A MINIMUM PLASTICITY INDEX OF 12. THE MAXIMUM
RECOMPACTED IN -PLACE PERMEABILITY SHALL BE
lx10-eCM/S AS VERIFIED BY THE GEOTECHNICAL ENGINEER
N.T.S. ( 1
BMP A DE
1/27/17
REECE
MAY 1
nFAfD r ..._
Revised
QO5/01%17 PER WIMEY CHAPEL COM INNS
Fi LJ OAP O SEAL
0
2 _
IAA
C-1361
:.Z9p C-103a3
CJ '•.7..CAt�.:' .
F� $ fit 10tuwmrlpr
S l9 �rNd �.
,
�e = SEAL t =
028822
s . SI�II'I
N
SCALE: 1 "=40'
0 20' 40' 80'
C=910
The drawings, the project manual and the design shown theron
are instruments of ColeJenest & Stone, P.A.. The reproduction
or unauthorized use of the documents without consent of
ColeJenest & Stone, P.A. is prohibited.
ColeJenest & Stone, P.A. 2017