SW3200202_Plan (Set)_20210504

HERITAGE SUBDIVISIONPFIASES 11m 14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL
NORTH CAROLINA, 28079
PRELIMINARY PLAT &
CONSTRUCTION DRAWINGS
PROJECT NUMBER: KLP-19000
DATE: JANUARY 171 2020
RESUBMISSION: DUNE 1512020
RESUBMISSION: APRIL 2012021
SHEET INDEX
C0.00
PROJECT NOTES
C6.00
OVERALL EROSION CONTROL PLAN -
STAGE
SHEET 1
EXISTING CONDITIONS DATED FEBRUARY 13, 2017 - BY METROLINA ENGINEERING & SURVEYING ASSOCIATES
C6.01
OVERALL EROSION CONTROL PLAN -
STAGE II
C2.00
OVERALL SITE PLAN
C6.02
EROSION CONTROL DETAILS
C2.01
SITE PLAN - NORTH
C6.03
EROSION CONTROL DETAILS
C2.02
SITE PLAN - EAST
C6.04
EROSION CONTROL DETAILS
C2.03
SITE PLAN - SOUTH
C8.00
SITE DETAILS
C2.04
SITE PLAN - WEST
C8.01
SITE DETAILS
C3.00
OVERALL GRADING
AND STORM DRAINAGE PLAN
C8.02
SITE DETAILS
C3.01
GRADING AND STORM
DRAINAGE PLAN - NORTH
C8.03
STORM DRAINAGE DETAILS
C3.02
GRADING AND STORM
DRAINAGE PLAN - EAST
C8.04
STORM DRAINAGE DETAILS
C3.03
GRADING AND STORM
DRAINAGE PLAN - SOUTH
C8.05
STORM DRAINAGE DETAILS
C3.04
GRADING AND STORM
DRAINAGE PLAN - WEST
C9.00
STORMWATER CONTROL MEASURE
"A" PLAN VIEW
C3.05
STORM DRAINAGE
NOTES
C9.01
STORMWATER CONTROL MEASURE
"A" DETAILS
C5.00
PLAN AND PROFILE
- WHISPERING CREEK DRIVE STA. 10+00.00THRU STA. 22+00.00
C9.02
STORMWATER CONTROL MEASURE
"A" DETAILS
C5.01
PLAN AND PROFILE
- WHISPERING CREEK DRIVE STA. 22+00.00THRU STA. 27+96.72
C9.03
STORMWATER CONTROL MEASURE
"A" LANDSCAPE PLAN
C5.02
PLAN AND PROFILE
- MANTLE RIDGE DRIVE STA.10+00.00THRUSTA.17+93.86
C9.04
POST DEVELOPMENT HYDROLOGY MAP
C5.03
PLAN AND PROFILE
- BENT WILLOW DRIVE STA.10+00.00THRUSTA.20+11.17
L5.00
CODE LANDSCAPE PLAN
C5.04
PLAN AND PROFILE
- GRACE POINTE DRIVE STA. 10+00.00 THRU STA.14+00.53
L5.01
DETAILS + CALCULATIONS
C5.05
PLAN AND PROFILE
RAGING CREEK DRIVE STA. 10+00.00 TH RU STA.17+0.000
C5.06
PLAN AND PROFILE
- RAGING CREEK DRIVE STA. 17+00.00 THRU STA. 21+04.05
C5.07
PLAN AND PROFILE
- OLD EVERGREEN PARKWAY STA.10+00.00THRU STA. 20+00.00
C5.08
PLAN AND PROFILE
- OLD EVERGREEN PARKWAY STA. 20+00.00THRU STA. 26+80.10
C5.09
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF WHISPERING CREEK DRIVE AND OLD EVERGREEN PARKWAY
C5.10
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF MOORE FARM ROAD AND OLD EVERGREEN PARKWAY
C5.11
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF RAGING CREEK DRIVE AND OLD EVERGREEN PARKWAY
C5.12
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND WHISPERING CREEK DRIVE
C5.13
PLAN AND PROFILE
_
LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND WHISPERING CREEK DRIVE
C5.14
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF GRACE POINTE DRIVE AND WHISPERING CREEK DRIVE
C5.15
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF MANTLE RIDGE DRIVE AND RAGING CREEK DRIVE
C5.16
PLAN AND PROFILE
- LINE OF SIGHT INTERSECTION OF BENT WILLOW DRIVE AND RAGING CREEK DRIVE
VICINITY MAP
NTS
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CONTACT
MARC VAN DINE
[e-mail]
PHONE: [phone]
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
PROJECT DIRECTORY
00
f THE JOHN R. •:
= c� McADAMS : z =
= ;COMPANY, INC.;
�'• C-0293
OF Av "��..
C
�o ti9•a ,
E L �°
3 289 =
�3 21
REVISIONS
NO. DATE
PRELIMINARY PLAT &
CONSTRUCTION
DRAWINGS FOR:
HERITAGE SUBDIVISION
PHASES 11-14
TOWN OF INDIAN TRAIL &
VILLAGE OF WESLEY CHAPEL
NORTH CAROLINA
PROJECT NUMBER: KLP-19000

McADAMS
The John R. McAdams Company, Inc.
3430 Torin
www.mcadamsco.com
CLIENT
REVISIONS
NO. DATE
PROJECT NO.
KLP-19000
FILENAME
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
DATE
01. 17. 2020

U.S. HWY 74
I OLD CHARLOTTE
HIGHWAY
SITE
t
SHERIDAN J
SUBDIVISION
NITS
CHAPEL
ROAD
EX. TAYLOR
GLENN SUB.
I GOLOMINE
ROAD
N.C. HWY. 84
VICINITY MAP
N
1 N/F
DUKE POWER HIGH VOLTAGE BRANDON OAKS SUBDIVISION
TRANSMISSION LINE TOWER PC K PG 161 1 ) 236 / 236
\� BRANDON OAKS SUBDIVISION I \ I I I I I I I I I I I I I I MEAN X / /PC i PG GS3 /
\ 32 I 1 J4 I � I �° I � 135 139 I w 1 a1 1 42 1 43 1 44 1 45 1 „ � I /
ER L S 46'22'36" E 822.62' Y EIR
\ I 1 1 1 1 1 1 1 I 1 1 1 1 1 / 47 // ` r GENERAL NOTES
AMY E'LIZABETH MOORE RUSSO N596.63'
/ IN=584
& / OUT=
AMANDA CAROL MOORE LADD / 58604'
DB 492 PG 421
/
/
PRICE MILL CREEK
CREEK
N/F
AWE EILEEN MOORE PITT
DB 492 PG 430
\ 9
de
S 5g'39'22" E J
30" BLAZED
ON PA
SS MH
RIM =
P Z v ,W 4 3.
DI S 1.25" EIP
/ 1
/ N/F 1
RUTH MANUS TRUSTEE
DB 3807 PG 111
(ALSD SEE DB 31Z PG 584) 1
I
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch = 200 ft.
BARB WIRE
CHARLES MAX SAISSER @ SHEILA SASSER
(ALSO SITE `DB 312, PG 584)
PG
S,5e3'j1
47'
t
I
1 i
1
BENT EIP FOUND
7.47 sourHwEsr OF P/L I
1 "/F
I
I N/FLARRY
W. HEMS &
I
PATRICIA A. HELMS
GEORGE NEAL MEDLIN
I
DB 011. PG 250
I DBTM372• pGEDLIN
(SEE MAP CAB. D. FILE 290)
926
(FIRST TRACT)
I
\ •� 237
EIR EIR 0.13' y w 1. TAX. PARCEL NOS: 07-120-00590, 07-120-005A, 07-120-003, 07-120-008, 07-123-0013, 07-120-00580.
g6'250 366. 4' sourN OFJINEM/�q
(\ -�(/ 2. DEED REFERENCES: DB 5767 PG 149, DB 5767 PG 137, DB 5801 PG 717, DB 5801 PG 703
I / /229 \\ 227 \ 3. ALL. DISTANCES SHOWN ARE HORIZONAL GROUND, UNLESS OTHERWISE NOTED.
4. ALL ,AREAS DETERMINED BY COORDINATE COMPUTATION.
� W h V �� / .< 1 S. NOINCGS MONUMENT FOUND WITH IN 2000' OF SITE. LEGEND
6. IROM REBARS AT ALL CORNERS UNLESS OTHERWISE NOTED.
�< / \ EIP EXISTING IRON PIPE
V' 220 \ 7. FEMIA FLOOD PANEL #37104497OW & 37105406001, MAP EFFECTIVE DATE, OCTOBER 16, 2008 AS SHOWN HEREON. EIR EXISTING IRON ROD
M tic \ 219 \ y SIR SET IRON ROD
2,6 \ /'c 8. THIS SURVEY IS OF ANY EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW R/W RIGHT OF WAY
yMB MAP BOOK
\ \� / �nP j1 STREET OR CHANGE AN EXISTING STREET. DB DEED BOOK
9. SEE SHEET TWO FOR THE EXISTING CONDITIONS ALONG WESLEY CHAPEL -STOUTS ROAD. PG PAGE
MBL MINIMUM BUILDING LINE
/ 2% / / 10. COINTOURS SHOWN PER NCDOT LIDAR. T CONITOUR INTERVAL AND THE VERTICAL DATAUM IS NAVD88. C��ON__C CONCRETE
Ip 47'07'2 " W 779. 8' /� / AM NOT TO SAL
EARED
wMWN EIR /
POB POINT OF BEGINNING
AaEA T r I T �` 216 / ) OHE OVERHEAD POWER
\ 12ae / 20 % / / / / FND FOUND
2os \ 1 EX EXISTING
/ 210 / 211 27a / 212 POWER POLE
/.17 -4_ � / / 213� / (` POWER POLE GUY WIRE
29 'TDONN/Nc N/F NOW OR FORMERLY
SAN2a SWR. SEWER
/ SANITARY
\ / 2os/202 FM FORCEMAIN
201
\ / � 200 / O PEDISTAL
If O SEWER MANHOLE
\ \ WV
DR J rqh \ \ H WATER VALVE
\ 9P \
\ HIGH VOLTAGE
TRANSMISSION TOWER
\\\,�'y� MAILBOX
SS H .P/ 94 �4}.
TRACE RIM =618.48' / 4 W
.i o Ts11.58' / 799 /\�jyP\ Q WATER MANHOLE
5.03 A
010,�5 S / 198 \\ nw WATER METER
d7=1 0 j \� /127 j �\ \
FH
19e FIRE HYDRANT 195
SS H �
\ /\
RIM=615.70' 1 \ \.� /�94 � � GRAVEL DRIVE
IN = 603.B5'
OUT=637\ / i/792 \
------------- RIGHT OF WAY
/ 77. <�(/mm /19, Ai*A\ BOUNDARY LINE
( 2;Q,sfWE12 EASEMENT \ 03. IC n90 \ EASEMENT LINE
/ DB 3388,!!!PC 566) 8, '� / /too oHE OVERHEAD POWER LINE
- - - - - - - - - - - LINES NOT SURVEYED
GAS LINE
( J R1 X \ ` 4/sue \ \ - --- -^- FIBER OPTIC LINE
\ \ \\ WATER LINE
57
IP SIT 2 S 7. 6' \ EIR
S H 13J� 59
M \
I6�/ / i C A A $ �\ \ \ /5 �9
d0 'AC E
/ T \
1'1 0 2117,69 SF
4' `I 1, n tl $0P20
- -00
l = S 0 `;EWF� F�A�EME[�T i \ 62 QI�" T/C=640.66'
W DCB
N) RIM=607.61', >; DB'897, rG 313 30' DUKE POWER SEMENT J a 18'IN=634.09'
IN=599.26' �� DB 1052, PG 363)) \ SI / �w�m T/C=64=63
( )� / p 4 $ 24" OUT = 634.08'
'I 1 1 18' OUT = 633.83'
3.26 A I M IiNtY hoADOX.��I 13 ' /
1'PCK 142U08 I ' Z EI 1 I� /g ` I / a7 /46 / o�TAnT mil" -SS MH
- - - -' RIM - 640 12" � _ � _
EIR
- ID'0 -i 0- -_ _ I ^ a6 Wa M 5 a # P�APH
7V r _ - - '- -- EIR `\\� `5q� ' qB„--" , -..--,•,�.� M / � 43 FILE r IN(1) - 630.39'�
IP .- 4 4 - �R L4 L �L•'- EIR . .1`- - .-_.`;"' '12 47 'IN(2) 630.48' r T p z
1 M 29'*GRAVEL a0 - MA 139 fOSUT=630.0�' T
x / S , - -�ql - L40 - BEyr Ele 11 1' wE r ac I z n m / 39 ay 34�
Q i �161 U• E 97. 5 .OB' N TH OF CORN F o ^ e
2
21.12'
/ `D 1 3• IR ON P/L w.-. m - 38' �/ ' 33 32 1 z �n t
N 5 i 1 TIWESTZIE EIP �_ �� io w S MH''T+ve,.�e 6'47" � M wwm
\/ EIR / / / I 1 fM W Nm r G. '�a IM=64 B3' am � E 1--�� / / � I oac� � '
- .. �1.�,. �� w� rc? L� 1N(1)=67.30' a,�.,.•� TR IR I MH
77
-'APRIRO%. C/L OF_GRAVEL
1668,
588.89'
EIP
APPARENT GORE CAUSED BY PROPEI
I MARKERS (ON ADJACENT TRACTS
I
N/F 1
ANNISTON GROVE SUBDIVISION
DB 5271 PG 84.4
PC J PG 178
I
H = 586.50'
= 576.10'
RIM = 585.34'
IN = 575.44'
OUT= 575.24'
IV V/� 1{IL1V`
LUDES UNIO
IP STATION t
N 53'4� 1,945.09'
N/F
T(OMAS M. HARKNESS
DB 250 PG 631
W-41
BARB WIRE FENCE
IMEANDERS WITH PROPERTY
IUNE.
BARB
EIR, 0.69'
N/W OF P
2) = 7.43'
T= 6.7B'
L36
i.
N 8'36'4i
1 1 327.06'
U)
u SS MH
RIM = 640.95'
IN(1) = 632.02'
IN(2) = 632,25'
o W(3) = 632.19'
OUT = 632.05'
i
00
12.96 ACRE
564,537 SF
ID 07-123-
L33
R/' 30' ,Na O �R 1354
20't GRAVE ROI ED Y N.C.D.D.7)
T/C = 637.18' �--
IN = 632. 10'
SS MH 0 36" OUT = 631-.98' �-
RIM =637.01' WESLEY CHAPEL STOUTS ROAD
IN(1) = 629.63' S.R. 1377-60' PUBLIC R/W
IN(2)= 629.56' W PLAT OA T H PAGE 72
OUT =629.41' (SEg SHEET 2 FOR DETAIL)
.4 N/F
TAX # 07-123-001(E)
(SHERIDAN SUBDIVISION SITE)
URVE A C LENGTH RADIUS IDELTA ANIGLE CHORD BEARING CHORD LE GTH
C1 41.33 200.00 11.50 26 S 49'06 53 IN 141.2W
LINEIBEARING
IDISTANCE
L1
IN 09'19 00
E
45.39
L2
N 02'54 34
E
32.02
1_3
N 07'52 13
E
52.23
L4
N 37'3818
E
95.28
75
N 49'29 20
E
27.00
L6
N 63'22 26
E
43.95
17
N 77'31 33
E
81.43
L8
N 63'52 51
E
78.30
L9
N 48'1426
E
42.70
L10
N 43'19 31
E
31.04
L11
N 17'58 20
E
46.62
L12
S 38'1653
W
22.25
L13
N 84'43 38
E
26.31
L14
S 80'19 39
E
25.11
L15
S 5T31 19
E
34.28
L16
N 88'3517
E
10.13
117
N 69.1741
E
30.25
L78
S 48'1452
W
18.75
L55
IS 37-19 52
W
137.72
LINE
BEARING,
DISTANCE
L19
N 23'08'540 E
20.96
L20
S 05'411 09 W
16.97
L21
S 32' 16i 37 W
24.65
L22
S 45' 15 31 W
22.93
L23
N 27' 183 38 E
19.65
L24
S 14'16i 12 W
29.82
05
S 19'41` 56 W
76.04
L26
S 00'381 35 W
49.16
L27
S 27'4318 W
136.88
L28
N 57'20) 24 E
42.00
L29
N 49'50 15 E
98.17
L30
S 45'435 25 W
1 8.82
L31
S 39'46309 W
102.57
L32
S 36'45 21 W
85.69
1_33
S 42'365'33 E
71.75
L34
N 43' 1 Ti' 40 E
45.50
L35
N 46'48120 W
50.86
LINE
BEARING
DISTANCE
L36
N 46'48
20
W
163.39
L37
N 43' 11
40
E
302.36
L38
S 52'14 12
E
417.68
L39
N 54' 18
41
W
77.19
L40
S 50'55
38
E
100.00
L41
S 50'43
31
E
79.88
L42
N 46.37
37
W
59.96
L43
N 43' 16
57
W
100.00
L44
S 4Z41
38
E
89.58
L45
N 42'21
41
W
99.91
L46
S 42'31
46
E
247.45
TAT
T 44'00
49
W
127.34
L48
N 54 9
59 50
W
43.14
L49
N 42'36
38
E
58.02
L50
S 89.52
32
W
50.01
L51
W 00.07 28
W
50.00
L52
S 89'S2
32
W
50.01
L53
N 00'07
28
W
50.00
L54
N 3721
21
E
108.41
METROLINA
ENGINEERING &
SURVEYING
ASSOCIATES
4400 STUART ANDREW BLVD
SUITE N
CHARLOTTE, NC 28217
P 704 334-1325
F 04; 334-1330
NC #G1170 8 SC #CO0946
LL
OZ
UJI
QO
J
U
06
X
W
J
`Z
Q
Z
Z
O
H�
o
Z
U
Z
�••�
O
Z
F
J
W
I)
U
W
W
U
J
Cn
LLI
Q
�
>
U
W
�
M
0
LL
Wrn
V
W
Q
Q
CL
G
F=
i"'
W
>
L<i
_
L0
ti
N
W
I-
2W
r
7
o
'^
v,
Job Na.27-16-001
Date 2/13/2017
Proj. Mgr. CDF
Drawn
CGS
K1
Scale: 1 n = 2001
Sher et No.
Of 2
1

VICINITY MAP
NTS
PARCEL
DEED
OWNER
1
07120006A
3807-111
RUTH MANUS TRUSTEE
2
07120006B
437-417
CHARLES MAX SASSER & SHEILA SASSER
3
07120015
611-259
LARRY W. HELMS & PATRICIA A. HELMS
4
07120010
372-926
GEORGE NEAL MEDLIN & KATHY M. MEDLIN
5
107123213
5271-844
IANNISTON GROVE SUBDIVISION
NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIs
SITE LEGEND
■ii�ii�ii�il�li■ PHASE LINE
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
k /00//
111, FEMA FLOODWAY
444444 444 4444 44 FLOODZONE "AE"
FLOODZONE "X"
DEVELOPER: KOLTER LAND PARTNERS
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
PREPARED BY: MCADAMS COMPANY
3430 TORINGDON WAY, SUITE 110
CHARLOTTE, NORTH CAROLINA 28277
ATTN. MARC VAN DINE
704.527.0800
[e-mail]
JURISDICTION: TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL
COUNTY: UNION COUNTY
STATE: NORTH CAROLINA
PARCEL NUMBERS
ACREAGE
712005A - INDIAN TRAIL
39.26 AC
712005E - WESLEY CHAPEL
47.58 AC
TOTAL SITE ACREAGE:
1 86.84 AC
EXISTING ZONING:
SF-4 CZ - INDIAN TRAIL
R-40 CZ - WESLEY CHAPEL
PROPOSED NUMBER OF LOTS:
128
INDIAN TRAIL LOT SETBACKS
MIN. SIDE SETBACK:
5'
MIN. FRONT SETBACK:
25'
MIN. REAR SETBACK:
30'
MIN. CORNER SETBACK:
10'
WESLEY CHAPEL LOT SETBACKS
MIN. SIDE SETBACK:
7.5'
MIN. FRONT SETBACK:
25'
MIN. REAR SETBACK:
30'
MIN. CORNER SETBACK:
12'
INDIAN TRAIL TYPICAL LOTS
53'
o
I M I
I 5, 5, I
BUILDABLE
AREA
I 43' X 80' I
I 3440 SF I
PAD SIZE
43' X 80'
I I
LOT AREA
53' X 135'
L 7155 SF
I � I
N -
LOT COUNT: 54
WESLEY CHAPEL TYPICAL LOTS
58' ►I
o
I � I
7.5' I 7.5'
B�UILDABLEI
AREA
I 43' X 80' I
3440 SF ,
PAD SIZE I Ln
43' X 80'
I I
LOT AREA
58' X 135'
L7830 SF
Ln
I I
N -
LOT COUNT: 30
-- 63' --
o
16. 6.1
�UAREABLt
51' X 80'
4240 SF
M I PAD SIZE
51' X 80'
I I
LOT AREA
6T X 135'
8505 SF
I N I
LOT COUNT: 44
Know what's below.
Call before you dig.
AB MOORE JR. DRIVE
(PUBLIC R/W)
\ / N /F
ABBIE EILEEN MOORE PITT
DB 492 PG 430
061-38-072 1
_ I
1 _4444- i I 1� I
I 1
\l Sao --444a44a44a44444444 / +, , I
4 <
RICE MILL CREEK �` 444 4 4 - - 444444- 444 444 444 n / I
444 4���l °-4�444444444444444 �
44
° 4 44 44444444°4444n��
1 \ 44 144 °4 °4444 °4444°° ; //i I _I
1 , 4 4 4 4- �m 444 ��
° 4 ° ° 44444 4444°° /�'/�'�' OLD EVERGREEN PARKWAY, �'
- 4444 ° 44 44 4\�4 4°. ` n/�i� i i'� i ° 4 4 1 -I i HERITAPHA PGE HASE
�l 4 4 44 \` 4 4 j / GREENWAY ACCESS (PUBLIC R/W)
°° 4 4 i� 1 4 I `i j^ \' Q a Q4 4 4° 4, 150' DUKE POWER RIGHT OF WAY II ,I II
4 4 .4 14 4 44 4 44 - (D.B. 222, PG115) -I 1
4 444444 ° , ' �; %i /% ° \ \�° °4444° 30' SANITARY
- 4 - 4 �� 1 4 �\ \` 44 a4 SEWER EASEMENT HERITAGE SUBDIVISION I -1
1 - 444 444 ° ! ` i/ ° 20' GREENWAY ESMT. TYP. PHASE 9 I
°4°44�i / j 4444 �. \ (TYP.) I 11 I
4 4 / % ,% -4 44 \ I
- 4 / 4 4 - 4 ° ° \ \ 10' GREENWAY (TYP.) I I
r 4 4
��'�' 444444444 444.
!i // i' \ ` 44444-444. \ 444 I I - Ir
z/'4 Q4 <� \ ` - 44 44 4 4'Q \ - - I Il I
/ - 4- 4 4< TBM All 44 44�'
\ / /4 44 44. EV:591.42- ^44w°4 I I
' \ C.O.S. (TYP.) 4 - 4 1 .,
MOORE FARM ROAD (TO BE OWNED & / °444" a r. 4-
\MAINTAINED BY HOA) - 4 4- 444 4 4 \ 4 I 1 I HERITAGE SUBDIVISION
(50' PUBLIC R/W) / / / 44 444 4' 44 444
\ 4 II ,, I PHASE 8
C.O.S. (TYP.) '/ \ \ \ .4 44 444 444 444 4\ - 4 4 4
MAINTAINED BY HOA ' / / 1 444 444 ,d 4 4444` 444 4 4 4 4 I -1 1
( qd
-OLD EVERGREEN PARKWAY -' �`\ 142 (TO BE(OWNED & 44a44444Q4444 \ a 4444 4 °4444 ,, 'I
` \ / MAINTAINED BY HOA) - - 4° - 4- 4 444 4 44 4 44 4 44 ° 4 4 I -1 I
(54 PUBLIC R/W) _ _ ,, \ 141 \\ 143 ° 444444° ° 4° 4° 4 \ \ 1 a° 4444 4\4 44
\ \ O 4 4 4 \ -3 4 4
r \ 1 0 \ / ♦ 44 44e 44 44 44 4 - 4 I -1
1 40 \ j / / ^ 4 44 44 444 4 ° 4 4° 4 44 4
139 i - 4 - 44 I
III II \ \ \ \\ \ 144 / �> �4 n 4 d ^- 4 �4 4 4444 4 4 4- 1
/� \� W H I E R I N G CREEK ? - -4° 4 FLOOD ZONE AE I '
138 \ \ \ / �' ) v 444_-44 ° - - 1 , I
134 135 136 I I 0 �\I ` 11 \ ✓ / / \\\�' (50 PUBLIC R/W > 44 4 4 4 4 _I
i i /- 4 4
145 444 44444°.4 / / ///% - 444 444444
4 4 _ ` 4 4 'I 1 ,
I I I\
44 444 ,fiBM NAIL / , / 444
44 444 4 4-44-44 4 4 I I
I O \ \ - ELEV,590.94 i ! - 4 - 4 4 4 4 4 4--
-� 214 .' 146 . 4 444 / ° 444 44444 ° ° 4° ° 444 44 I '
O . \ 44� / / ` \ 44 444, 444° 444 4444 444° °
2� �, 1 /� / ./ . \ 21A44n44,6 °4,°4A - 16e 44�
4 `�4-444'
-° -
4 - 44441
4 44 4
a 44(44° °�-4. 4444°44444-4
1 4 4j444444°°4444°444 I
J 4 4 4 ° 4 4 - I
/ A a°aa°4a°
\ I i ° 4°t 4,/� 444
d 44444°4444 44 4 44.4
I \ °IA"4 4444°4' 44444a44a44 /
\� � �/ \ �' 147 -' \ / 4d /• - 4444°444 4'4 4 4 � --- 1 -1-==-
I- o YP. TO BE OWNE0___ \ / 4° < ,i ° \'���1j4 44 4 44 4 4° ° 4°4�"4� ° 4 �r-
I I MAINTAINED BY HOA \ - \ ` 211 \ \ / \ / \� ( / ° ° 44 4 ° 4 4° - °° 4 4 ° -4
r 44 4 �d i44 - ----
I a - - I , \ \ \�� \ \ a° ° \c° ° 4° ° A � �44° 444 4 -° I I
I I 1 , \ 21 0 \ s - // / ' 148 ��> \ \ \ °444 - - �4 4° 44 44 44 444 4
209 \ �i/ //� \ i� 4 4 4-
4 444 44 44
1 \ 208 \ /i/ \ MAIL \ �� -4 -4 44 -4 444444 -4 44 I 1
w 131 ' 207 O \ �� j% KIOSK \ '\ 4 4444 `° - -444444 444 444 444 4° I - I -----
205 \ %_ i �\ AREA i 44444 4444-44444°----4°
-- O -- 203 204 I 1206 1 1\ �.� ��/� 149 - ° - 44 - 4 4 44 4 4° 4 4° ° 444 4° 4 -` ' h
444Q4 44 4 44 44 1 1
-\192 i \ 44 44 -4-- m 44 -- -4 44 -- 44 444 I _ 1'
44' 4444 14 4 4444 4444- 4444444°-444-4444 I ,I
�I III ---=\�\ i 14 444 444 4° 444 - a° 444 -4 4- ° 4 ° 444 4° 4- G _II
129 - 4444 44 -4 444 44� 4 4 44 4 4444 4 4 44 4 44 4 4- 4 II 'I
44444 44444° -4444-4-°444°-44444444 41 - l
- _ 1 \ ' \ 4- 4° ^ 4 4 4 4 4 4 4 _-44 4 - - 4 I r4444--
- \ 196 \ ` ' 189 \ 151 4- 444° 4-4444--444-444-4 -1
II
II III �, ' 11 197 O O ,��� �� O , /\\ 44 4 4 - \ \ 4 4 4 4 _4 44444 444 4444 4°4444 4 ��_----
I 128 I 1 � - 4 4 a - - 4 - -
' 1 199 198 \ \ A ITLE RIDGE D � ,,/ \\� / 4444- \ ^--44444 °°--44444.44.44�/ d
- - - - 200 O I 1 \ 50' PU BLIC R ` 188 \ \ ° - 4° - 444 -�4 �' - 444 444 4444E , I.
I ( e\� O �� \ \ 152 \ \ ' a °- - \mob .-a 44-,4 I
it III 202 I I I 1 , �S. (TYP.) / / \` \ \ �\ RETAINING ALL \A� 444 444 444 - \ \ \ i i ■R �- s -■
II 127 I I 1 _ (TO BE OWNED & \ \� W/ SA F F�xjIL \ ° -° 4 -° 4 44
°
I / MAINTAINED BY HOA- - \ \
� \ � / (D N BY OTFi�RS)
\186 \ \ `1 // 153 444 I
1 85444 a4444--
�I 4-44444
--- -
II i I1 11 1 183 \ \\ // �\� 44 444 444 4 °
1 1 182 \ \ / \\\ 154 \ �4"
44 44 -4 -44 44 \ \ I I I
N/F I - - - - I I I I I \ \ % \ O �\ 44 4 4 -
ABBIE EILEEN MOORE PITT I I I I I 181 \� / `' 44 -444444 444 444I_-
DB 492 PG 430 II 125 I 180 \ \ 1 _ / \ \ , -° -° 4 - 4 4 \ \ \ �-
061-38-072 O 178 �� 159 \ \ \ \4 444 -° - 444 444 4- . 4 \\ I
174 175 176 177 O 1 ,�: \ \ C.O.S. (TYP.) ° a 4° 444 -° a 4 44
O I \ - - - -
O OI O 155 (TO BE OWNED °° - 44 4 4 -4 4 I \ \ \ I
&MAINTAINED 4° 4 444 444 44-4 444 444 4444\
/ BY HOA) ° ° 4 444 4° - 44 ° 4 *4° 444 IN, \
-_..�
\ \ 160 158 - 282 1 We
- - - - 4 4 4FA-4- - - 4 - I DUKE POWER HIGH
I \ \ - 4 4 - 4 VOLTAGE TRANSMISSION
_�-- 161 / ��\ \\ \\ O 444 4 - - 4 -4 - - °
162 \ \ �' \ �/ 9444°-4444444°4444°° II I LINE TOWER
\ - - - -4 - 4 4 �41 1 I I I11
163 \ \ 157 \ \ 283 4 4 - - - 4 4 - 4- 44 ° S 44
1 1 \ O \ - 44 -- °- 4444-4 °- 11
164 \ ` \��i �i \ -44-
444 44 -4 -4 4d .44.
I I 165 \ /� \ \ - 4 - - 4 - - - 1 I
-- -- 1 1 `O \ \� \ \ \� \ '44444--4 -4 -4 it I'-
L---167 166 \ \ \ / _,- ,,�' , / �� , , / \ 4 ^ - 4 .- 4 ^- 4 - L 1_
122 I I I I 168 1 1 \ �/;-'' ,,-''� � � � \\ 284 \ pIAN TRAIL -TOW •- P � I I I
O 173 172 171 170 I 169 \ 1 1 „- \ 156 \ O - _ IN _ BEY C ; A 1� II
t7lO O O I I I s- O \. OF wEs , I I I I
�BEN�"WILLOW DRIVE 1--LA 4444- - - I
(50' PUBLIC R/W) ------------
I
O _____ _ _
1 4 , 10' GREENWAY TYP.
I o 121�_ _ ==-J II-___ _ ____ OW ICI L�IVt�►T \_ r -_____ 4444= --- a° (TYP.) ° a° ° a?414:�4
/- INpIAN TRAIL T _ °420' GREENWAY ESMT. (TYP)�RAGING CREEK DRIVE - - - c )L---------------4444-- - 4 a'
C.O.S. TYP. I I - -�
50' PUBLIC R W (TO BE OWNED & HAPEL I ' 106 91 1 -4444°-4"4-V4 4°4 d - 4 ° 19- li /
( / ) 120 MAINTAINED BY HOA) �I' E O F WESLEY C I 109 1 08 I 1 07 I I III O I 4 ^ ° °RETAINING WALL 'B'a° ° -° ° < / / I I I'I '1
O 1 - VILL/A 110 I I I
4�° 0 120' GREENWAI( ESMT. (TYP.)
_ \ / / // / I I II I 4 4° 4p�°�419E8 I I 110' GREENWAY, (TYP.)
\ \ \ MAIL KIOSK / 7� / I ' - - ; a° - -° ° -4° -4° - -° 4°.°�°<� II
\\\ \ / STORMWATER CONTROL / -- --- III 92 _ _ 4° 4°° 44 44 44 4 - \ l 1 / 4 I I 11
AREA /
\\ \ 1 19 � 1 1 1 // I _ _ ° a 44 444 4- 4 -4 4 44 I/ f 4 -
MEASURE A - - 4 4 - 4 I
(TO BE OWNED & MAINTAINED BY HOA) _ �� I - 4 4 4 4 4 I
4 4�� P49b4 14 a=g 1 444 4 II 193 4 II
�.O.S.I (TYP.) \ _* / �� I� 1 I _ - \' - 4 4 4 4 4 4 4 - - ; - 4 4 4 I
TO B OWNS 118 - \ ,''-_-_-4444__ GRACE POINTE DRIVE - I II __� ; 4 4 4 4 i , `, ; 4
MA NTAINED ' \ 1 ' 1 1 , ' 444 444 44444° / -444' `�
H�A) �\ - _ �\ (50' PUBLIC R/W) ' ' I ' I I 94 4° 4444
° ° 4° / / / \` ° -� I
\ (� I \ ' ' 100 199 I \\ I O 1 44 - 444 / / 44 4 I 4 I II HERITAGESUBDIVISION
' 117 �\ 112 \\\ / I 102 1101 I I J III �--�' 4444°- / �� 4° -°4444 a° I '
�_ ��'� 10 I 103 44 / 444 a- °\e° ° 11 ° -- 4 ' li
\\ / // / T -�- / \\ __ Jam' I 1 O I ', II II _____' --___ I 95 \ ' ° ° 4° �r 4444° 4 4 �4� d \` II '4444 I I
\ . 116 i �� _-_ ___-- - I 1 1 �__ --- I\ O - 4 4 4 - / \i ! 4 4 4 1 FLOOD ZONE X
44444 IS
444 - -
1 4 4 _ - RETAINING WALL ' E - ° ° 4° ° -
/ 4 4 - 4 44 4 - 1 - 4 4
1 14 1 13 4 - 44 4 44 - ° 4 ° - - - ° 4 ° - - W/ SAFETY RAIL -� 98 I \\ I 9 6 \ \ \ / fir\-° 4 - 4° - a° 444- <
V 1 - 14�TeA 16 �Fi M \ r -4 44 4
4\ \ \ \ / / III 4 ° 4 4 'd p4 - (DESIGN BY OTHERS) 1 O % ` _ - �, \ - / i - 4
44�\\`< 444A 4 84 ;4W45484444-44444 - r l __� �- 4 --(®Kg �A34 ,44 °- 4- - - � - 1 _ / / \\ I � °�°�'-4444
�°/ -4444°- 444--44-44-444444444444-41 444444- �__�--/- / \ ` 44444/ 14444 /-� �' 44-44444 44 444444 44444;-"EXISfING1tRNI_rAR 97 �� ,44 - I \-/ \4 4 �- C.O.S. (TYP. 4 44 "-� - 44 j �zr 4 ° - C4 ( ) I ( I ) O _ = 444 / / ,\\ \ I \ NNI I ,4- 4 ° 4 <
/ - / - 4Q j- - -bay- - SEWER TYP. C.O.S.; TYP. 4
44444-44444- (TO BE OWNED & 4� 4.4 44444-A 444°�4��7�4� a 4_ c�4 -4 Q / i� r 4 44 -
_ \ a �- - 44 4 4d 4 4 n4 - °° MAINTAINED BY J36A - - -° 4 4 - - - - - - a �--9- - - ash-7-�-�- - °° cT0 �E WNED & a \ / _ - 4 �4� ° 4' " \ I - 4 4 -
\ -4 4Qi' 4 Ida- 9 4 -- 44 444°-4°-4444 -- -- 4 9S �4 MAIN AI ED BY HgA� 44 �° -4 44 44 44 I \ I, 44 -4 p-
I - -4 44 4 4n f� -4 44 ° e4 44 44 -----4°-4� -4 -�q 4 4 4a _�-4--4444°-4 I \ \� �-44444(--Q° d
\ TAINING WALL »F» 4 -4 4 4 4 n� 44 4� 5 4 �4F`k %\4 -4 -4 -4 44 - 4 4 -4Q 4 4- - I n -4 4 - 4
W/ SPF -ALL ----4444-444°4< - �44 .4( ' 44444 44 44 44 44 °- 4p44 44 44 -�d�p _ -�4z} - -4 - I4�a" 10' GREENWAY TYP.) 44 44 -4 -
--.\ \ \ - 4 - 4 4 4 - 4 - 4 - y'"�� - - 44 4 4° 4 -° 4 -° °°�5 1L11�1 iQ -° 4° 4 -� �= do- a - 4 - ( c ) 44 -4 -4° I \ \ 444-44-14 - -<
DESIGN BY OTH 1 4 4 - - / ° ° ° 4 4 4 ° - 4 - 4 - 4 20' GREENWAY ESMT. TYP. - 4 4
N, \ \c 44 44 44 4--�-'�'��"' - - °- - -° 44� -^ -C4___ _a �, 4 44.- -� .- 4 - N ° --° -d ° '�-4 9 ss'J
- - 44 /� i - / ° ° °_ °-��°z1 - 4 REMAININ�OWALLI'C» - 44 444 �-n °
\ \ / 4 444 �4 -�� �/ \ \ DETAINING WALL "D" �4 4 ��4- EXISTING SANITA� 44 4 W/ SAFETY HANDRAIL _4- -4 �- - ,� �--r-
j - /� / \ / W �AF€Tk. AIL - 4 4 �°�� _ a
\ 4 \ / '-�.. ` �. 4 4 4 4 - 4 - 4 4 4 ..--SEWER
1?T*54 4 -
\ / �/ / (DESIGN BY OTH 4 4 - 4 4 �a 4� - -R- - 4 44 - 44 �SDESIGPI-B-Y -OTFf
�r _ \ - ELEV: 588.11
444 4 - ,�� \ \ / - i - \ \ / / \ _ \ �`
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SEE VICINITY MAP FOR INFORMATION
REGARDING ADJACENT PROPERTIES
ALONG THE SOUTHWEST PROPERTY LINE
Val
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
aw
J
-
` '
W
Owl
LL
N
O�Q°�
a-
z
W
a
z
L,L,I
J
J
V�Wwc�
�
W
Vl
a
�
J
U
Q
=
w
>
z
O
wFM
o
z
�
z
J
Li
O
°
W
z
m
0
_01 CARO<
:THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC.
%C-0293 r N� ;
. o
6289 -
"
R• VAN
A't3'�l
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20. 2021 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-OAS1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
OVERALL
SITE PLAN
C •oo

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ TYPE © TYPE
ii-ii-ii-ii-i�■
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - - -
LOT LINE
- -
EASEMENT LINE
-
CENTERLINE
FEMA FLOODWAY
4 4 a 4 4
FLOODZONE "AE"
FLOODZONE "X"
J
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10' TRANSITION TO TIE TO
EXISTING 30' C&G AND
ASPHALT PAVEMENT.
1 1
1 _ 1
TIE TO EXISTING 24" VALLEY 1
C&G AND EXISTING ASPHALT
z 1
N 1
24" VALLEY CURB PER 1 \ 1
TITLDS STD 1.12A (TYP.) 15' PRIVATE STORM
DRAINAGE EASEMENT 1
ABBIE EILEEN/MOORE PITT - ' \ \ (TYP.) 1
DB 492 PG 430 MOORE FARM ROAD 1
061-38-072 - � \
(50' PUBLIC R/W) �� 1
PROPERTY
LINE (TYP.) \ 1
o0 1
\\ o o. 1
5' TRANSITION FROM 30"
- - STANDARD CURB AND GUTTER /
TO 24" VALLEY CURB (TYP.)
- - 15' PRIVATE STORM �' � /
C.O.S. (TYP.) DRAINAGE EASEMENT j `� 5��1 \ 35'x35' SIGHT 1
(TO BE OWNED & (TYP.) �� \ TRIANGLE (TYP.)
I i I
133 �
0.21 AC
I
I
I
I
30" STANDARD CURB -
AND GUTTER PER TITLDS
TD1.12A (TYP.)
i
0.18 AC
I II
II
I'
I
I
PROPERTY
II
LINE (TYP.)
I
I
�I
�I
I
m �--
ol
30'� I
II
N /F
I
ABBIE EILEEN MOORE PITT
I
DB 492 PG 430
- -
061-38-072
I
I
II
II
I
I
I�
I�
I'
I
134
0.21 AC
131
0.17 AC
15' PRIVATE STORM
DRAINAGE EASEMENT
(TYP.) - - - -
130
0.17 AC
I
I
I
I
I 135
0.21 AC
I
I
MAINTAINED BY HOA)
STEM WALL (TYP.) \ 1
15 PRIVATE STORM \\ \\ \\
DRAINAGE EASEMENT , , / \ \ \ \ 0.25 AC \\ AA 1
(TYP.) \ \ \
15' PRIVATE STORM ��' \ \ \ OA
DRAINAGE EASEMENT
(TYP.) 1
01
O0.22 AC
1
0.22 AC \\ ✓/OA
b• .1
\ \ I 0.22 AC \\ ` `� // I 138 \ �'��FF V
136 I I 137 1 0.22 AC
0.22 AC I I I 0.22 AC
R
0,
I I I I 11 1 11 .b /, S\OEMEN
;l
// /
C NCR Z\ G S p00� / i 1
11 y� 5 PAN N R� a 1
ju
/ \ 0.20 AC W
/
S�M�N/ / �''
/ W
Ln
OLD EVERGREEN PARKWAY_ILu
S4T02'33' E \
240.41' (54' PUBLIC R/W) !_ _ ,_- / �\ / ` `� \LU
0.17 AC `\ ' Ln
w
15' PRIVATE STORM \ 1 \\\ 212
DRAINAGE EASEMENT \ 1 0.17 AC
\ \ \ \ ► . / � J
❑ C.O.S. (TYP.) - (TYP.) - -
(TO BE OWNED & 1 U
0.17�•/
35'x35' SIGHT MAINTAINED BY HOA) _ = _-� - - - 1 \ AC \\\ \ U
TRIANGLE (TYP.) - � _
STEM WALL (TYP.) \\ \ \ \\\ \ / / Q
0.17 AC
• � � J w
w w wl Uj \
wow W ��� I I 1 \\ \ 0.17 AC
N CD - I
b' w zLd
I I I I 1 0.17 AC
LLJ
z g z
��� 0.17 AC
W 11\ \ \
I_
u �I I O I I 0.17 AC
---- J 203 0.17 AC I I 0.17 AC I
I z ca
0.19 AC
ZDv
j - ` \ \ 0.17 AC \ 1
Q_ b \
uT1uTY -f / � / ► . \ O 19 3 \ �
I - r�CP NCRETE SIDEWALK _ _ / \ v
I
129 I
0.16 AC
128
0.16 AC
STEM WALL (TYP.)
I
0.20 AC
15' PRIVATE STORM
DRAINAGE EASEMENT
TYP.
I I li t I
I I 126
0.20 AC
I I
TRIP /
S�� _ / \ \ \ \ 0.17 AC
_ ---
24" VALLEY C&G PER _ - - \ \ 0.17 AC
S47'02'33"E TITLDS STD 1.12A (TYP.)
34.88' -
NG S
g' PLANTITRIP
-� CONCRETE SIDEWALKS _ \ 0.17 AC
EA EMENT \ ` 1
5 '
R W
BC -BC
2'
EP EP
I
I
w
N �
n 6
Z
I
f---'
UTILITY 1 \ \
0.20 AC
I\ \ 0.20 AC \ 1
I I
I I I III 199 '1 0.20 AC
III 200 '1 0.20 AC
202 I I I 201 ' 0.20 AC
0.20 AC
0.22 AC 1 /',/1
I
C.O.S. (TYP.)
I I I I 1 \ (TO BE OWNED &/
MAINTAINED BY HOA) ` 1
15' PRIVATE STORM
DRAINAGE EASEMENT
(TYP.)
__
0.17 AC \ 1
\ 0.16 AC
MATCH LINE - SEE SHEET C2.04
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
W
J
-
cn
W
-
Q
1
Q
LL
O
0
N
z
W
a
z
LU
J
J
LALLILU
�
co
W
Vl
a
J
<_
U
Q
=
w
>
z
O
w
o
z
�
z
J
LL
O
W
z
o
O
CARO
r THE JOHN R.
= n ' McADAMS
= :COMPANY, INC.
T
•.......••• O�
,, ,O ' A' ;
CA ,'�.
t
E L
36 89
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-S1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
SITE PLAN
NORTH
C2.01

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
ACC
VAN
XX
TYPE AQ TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
.ti
/ /°z �JFF
1 /
1-
\
r \
FPE=597.70 ,
1 0.21 AC \ 15' PRIVATE STORM
(TYP.)
EASEMENT , Q ° V Q ° v Q
FPE= 977..50 / ' \ ` ♦� ° ° Q ° ° / �� F / �j/ i
0.20 AC ` ♦ Q Q Q % �6 �1
4 _
'0��� .�'.
TIE TO EXISTING 24" VALLEY
C&G AND EXISTING ASPHALT
j QQQQQ°
Q
\\•QQQ ° ,,QQ
�10' GREENWAY (TYP.)
20' GREENWAY ESMT. (TYP.)
i
Xx
�� bvv P v ♦ZI
'� �� ° �s d \ Q Q ° °
/ STEM WALL (TYP.) \ �'�� ° ` '9%` ♦ /� / % ��, �'� y/ j \ 1 ° Q Q ° Q Q
FPE=597.40 /� i � ° � ♦� / � L \ Q
fV 1 \ 0.20 AC \\ ZONE ANNUALECHANCEPFLOODI% ° 2F ♦ Q ° ° \a
U \ /� Q ♦ °
HAZARD CONDITIONS ° fF / Q Q Q Q
W
WI
LLI 1 FPE=597.300.19 AC
zo
LU
\ \ Q Q /,( -♦♦ ° ° ° °
\ F
\ Q F� ♦ °
2
25'R 147
U AA FPE=597.10
I-__ 0.20 AC
Q
�j ' / \ 15' PRIV TE STORM
\ B l/ •'b / ' / DRAINAG EASEMENT
�TYP.) \\
35'x35' SIGHT
1 \ TRIANGLE (TYP.) ,p
O
v FPE=596.90
1 MAIL KIOSK v 0.21 AC
1 v ON -STREET (' x lop
\ PARKING
\ STREET LIGHT (TYP.)
1 30" STANDARD C&G PER \O STEM WALL (TYP.) \
\ 1 TITLDS STD 1.12A (TYP.) \ '
1 \10' TRANSITION FROM 24"
VALLEY C&G 30" 149 Q
1 191 \ \STANDARD C&G (TYP.) FPE=5O96 70
1 0.17 AC \ / ' \, \ b •' 0.21 AC
/ //
0 FPE=596.50
' Q Q Q Q 1
STREET LIGHT (TYP.)
1 0.20 AC
/ , b
RETAINING WALL "A" W/
SAFETY RAIL (DESIGNED \ /1
BY OTHERS) Q \ \1 Q Q
1 '
1 0.17 AC
115' STORM DRAINAGh\ \\ /
1 EASEMENT (TYP.) \ \
�\ 0.17 AC
STEM WALL (TYP.)
0.20 AC
1 0.17 AC
/ F
1 0.178 AC
o CPO N�� CREW NG
P�
6 � l5,
151 Q°°Q°° \\ /�°v
FPE=596.40 \
0.20 AC
15' PRIVATE STORM
152 DRAINAGE EASEMENT
(TYP.) \ Q
0.21 96AC
\ 24" VALLEY C&G PER \\ \
TITLDS STD 1.12A (TYP.) _� / \ C.O.S. (TYP.)
/ (TO BE OWNED &
MAINTAINED BY HOA)
\ FPE=595.90
0.20 AC / , / ZONE \ Q °
\ / EANNUAL CHANCE FLOODI% b HAZARD CONDITIONS
MATCH LINE - SEE SHEET C2.03
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
Q
OU
W
J
-
LU
W
-
1
Q
LL
O
0
I
Z
a
z
LU
J
J
LALLILU
�
co
W
Vl
a
J
<_
U
Q
=
w
>
z
O
�
w
o
z
�
z
J
LI_
O
W
z
0
CARO
c THE JOHN R.
= n ' McADAMS
= :COMPANY, INC.
T
C-0293
XX
,O% %.
E� L
6 89
e�kG
�R VAN\
REVISIONS �I /-
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-S1
MVD
AJ B
1"=40'
01. 17. 2020
SITE PLAN
EAST

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
ACC
VAN
XX
TYPE AQ TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
MATCH LINE - SEE SHEET C2.02
-7 ����------154 --------,---------------�o Qo Qa Q Qa 4 4
\
0.199AC ' �\ STEM WALL (TYP.) 4 Q Q 4 4 4 4
1 �4Q Q QQ 4
- Q Q 4 Q Q Q <
,\ 4 Q01
4
0.19 AC
// / / / \ 15' PRIVATE STORM 4 Q Q Q Q Q
0.16 ACrn. c� o DRAINAGE EASEMENT Q 4 4
0.20 AC \TYP. Q 282 iQ QQ Q4Q
1 161 FPE=595.10 \\ 4 4 Q Q
0.16 AC U)\ 0.17 AC
N� GC^ �N\ \ 592
4 Q <
0.16 AC 1 162
\
4 4 4 4
1
•`, V
- � 0.20 AC FPE=594.904 14�1
4 4 Q 4
0.17 AC
/ / 4
\ \
0.
` 4
20' STORM DRAINAGE 4 Q
EASEMENT (TYP.) \ \'• , 284 \ _ - _AIL TOW N LIMIT
_ _TRA
1 , 156 \ i 0P1994AC AN . F W Y CHAPEL
C.O.S. (TYP.) ESLE
1 (TO BE OWNED & \ 0.25 AC O
MAINTAINED BY HOA) STREET LIGHT \ \ / / - VILLAGE
\ v 4 v v 1 20' GREENWAY ESMT. (TYP.)
(TYP.) \ .4 - - 10' GREENWAY (TYP.)
N 4 4 4
U 1 20' STORM DRAINAGE - -
EASEMENT (TYP-)------_____---- // \ h / / `I 4 Q 4 Q - -
o v V
w l ----------------- N LIMIT _ __ ____-----------� o 1 Q Q Q 4 Q Q Q Q Q Q Q Q 4
_ ,,'�NDIAN TRAIL TOW _ ________-- -
HAPEL ___ ; •. 285 4 44 4 4 Q
1 1 , JQQ4QQQQQQ444 4
� pF WESLEY _ _______-- ,,• FPE=594.40
W �- -- I LLAG E__ , '1 ' I 0.21 AC Q 4 Q 4 4 4
I 4 4 4
'-'-'�Q4Q4QQQ444QQQQQQ4
I I 1 Q Q Q Q Q
W
z I I 11 4Q4QQ44Q444Q4Q C
I 107 106 O Q 4 44 4 Q 4
I 4
1 �I I I' 0.17OAC ' 0.21 AC I b FPE= 94.10 4 4 4 4 4 4 4 4 Q 4 4 PCCE EASEMENT � I I , 108 I 0.18 AC � 4 Q 4 4 <
U I (TYP.) 109 0.17 AC I 1 Q 4 4 4 Q 4 4
�1 110 0.17 AC I 4 44 44Q44QQ44 4<
Q I �' 0.17 AC
4 4 4Q
�, I .. ► - MEN'' ° :, � Q Q 4 4 Q Q 4
I I -� 'FUTILITY EA E I FPE 593.90 , Q Q 4 Q Q
► 35'x35' SIGHT I 0.17 AC \ Q
5 5U CONCRETE SIDEWALK TRIANGLE (TYP.I , 4 4 Q 4 4
PLANTING STRIP __ _ I 4
_\ Q4QQQQ4Q4 4Q Q
mN WN;10� A \ 1QQQQQQ4QQ4QQQQQQ4
1 S� S53'11'S2"� n I \ 4
TE pRIVE 390.76' A 2SQ wn - - \ 4 RETA4NG ALL "� W Q Q 4 Q 4
o _� _-
ETY RA 4
1 t4'VALLEYC&G PER 0---
GRACE P �o�� c�SIG�4Q Q S STD 1.12A (TYP.) -- --- - _ 50' PUBLIC R/\N \ BY o Rs Q Q
6' pLANTING STRIP
NCRETE SIDEWALK 93 \, Q Q 4 Q 4 Q Q 4 Q 4 4 Q 4 Q<
UCPWUTILIs EMS \ Q 4
OP179a,c \� 4-1 � Q4 Q4QQ4QQ4QQQ<
_ Q4QQ44Q 44Q4QQ44
1 • .' ; � II I '1 I ' I � I� - \I � Q 4 Q Q Q Q Q 4
\11 ^,4Q QQQ Q4
I O I 00 9 4 \ 4 4
FPE 593.60 I r G r' O Q 4 Q Q /
I I I FPE=593.50 4
I 1 101 1 0.20 AC I \ Q Q Q
O FPE=593.80 � � 0.17 AC Q
I 10 2 1 FPE=594.00 I, 0.19 AC I I
OP199 AC 0.19 AC
1 I 104 I FPE=594.40
1 _ OFPE=594.70
FPE=594.60 0.17 AC
I 0.17 A
1, 0.18 A li I Q I
FPE=593.20 I 4
I I I '-_ _ -------- ----. )I ------------ �I - I
I 0.17 AC
5-STOR_-D-AINAGE _ 1 Q 4
--- EASEMENT (TYP
---------- II
I
5 b_ Q Q I \
I I - _ - 1 1 ---4 ONE AE: FL ODPLAIN, 1�%
I -- ------ 2
-L
I L� -_-------- gC BC 1 _ ANNUAL CHANCE FLOOD
STORM DRAINAGE I F AZARD CONDIYIONS \
L_ EASEMENT (TYP.) 2 '
- 20' SANITARY SEWER I EPEp I \
i EASEMENT (TYP.)
2 I FPE=593.10 1 \
1 Q C.O.S. (TYP.) I 98 I BOWNED 0.17 AC Q
4 4 MAINTAINED BY HOA
1 Q Q Q ) FPE=593.80-
I 0.21 AC4
^ I
1 RETAINIW "E"
1 SAFETY RNLIES&EDQ
BY OTHERS) _I Q Q Q Q Q Q Q 4 _-__ / ,
� � � . � � � ' � � ' . � � � � � : � � �` ..� � . � � � \�■fir■�. �• •
�� .� .� � �� .� a �� .� � ��--��� •
97 I
I FPE=593.00
0.18 AC _
C.O.S. (TYP.)
(TO BE 9�lED &
-VANI T BY I(�&)__
-�_ N
)--20' GREENWAY ESMT. (TYP.)
10' GREENWAY (TYP.)
4t
-
-Arld-
Aw'
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
IOLTER
LAND PARTNERS
Z
J
W
p
�U
2
W
J
W
Lu
LL
-
1
DC
Q
p
r-,
00
N
-
Q
Ina
VIIIIIIIIIIIIIZ
W
a
z
ML,L,I
J
J
VAWwc�
orJ
W
Vl
a
U<_
Q
=
w
>
z
O
�
w
o
z
�
z
J
LL
O
W
z
O
�N CARD '0'
r THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC..-
T
C-0293
XX
,, ,o ' A' ;
E
36 89 =
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-S1
CHECKED BY MVD
DRAWN BY AJB
SCALE 1"=40'
DATE 01. 17. 2020
SHEET
SITE PLAN
SOUTH
C2.03

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ TYPE © TYPE
ii�ii�ii�ii�il■
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - - -
LOT LINE
- -
EASEMENT LINE
-
CENTERLINE
FEMA FLOODWAY
a Q Q 4 Q
FLOODZONE "AE"
FLOODZONE "X"
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I
it-- -- -- --
II
d-�
LL
�•IV
G
I
I�
125
1=
I
0.19 C A
I
I
3
a
I
I�
6
S•
I II
I I
124
1,
0.19 AC
I'
I II
I 11
123
0.20 AC
II
15' STORM DRAINAGE
EASEMENT (TYP.)
It
- -- - - - - - -
N /F
ABBIE EILEEN MOORE PITT
DB 492 PG 430
061-38-072
I
PROPERTY
LINE (TYP.)
I
I
r_rLeA2m:zrl
I
�L
ml 120 I
0 1 \
30' M 0.21 AC
STEM WALL
d
N
Z
H
z
I=T=
W
LU °C
W U
� m
U
zlo
I
BC - BC
24'
EP-EP
MATCH LINE - SEE SHEET C2.01
I I I I I I
I I I II I I
Y ZI
Z F
wl I
o ¢
w I I I I
CD N I
- LLJ JI I
182
1 0.16 AC
\ 181 \
1� 180 1 0.16 AC
179 0.16 AC
z�S , 178 I
o� �I I I I I I 177 I 0.20 AC 0.16 AC I 1 I\ \ •" / 1
174 I 175 , 176 I 0 I I I \ ,
0.20 AC
0.21 AC 0.20 AC 0.20 AC I I I I
I I I STEM WALL (TYP.)
DWI
I -
L _
�UA
s • _ J \
� BENT �_�-p By LIC R�Wi
\ \
---------- - 1
i 24" VALLEY C&G PER
S47'02'33"E TITLDS STD 1.12A (TYP) -
146.00' 35'x35' SIGHT
TRIANGLE (TYP.) 163
1 \ \
0.16 AC 1
O \
1\.16AC \ 1
(A0
4' ► I ~ s . I I I I ` II II II s , \ 11 165 1 \ 1
0.16 AC \ \,
167 1 0.16 AC
I I
1 I 0.20 AC 1 1\ V \ 1 168 I
0.20 AC
I
0.21 AC
0.21 AC I 0.19 AC 0.20 AC I 0.20 AC
U
LU_ \
LU
I \
25' STORM DRAINAGE \ 1 '
- - I - -- _____------- EASEMENT (TYP.) \ \ (%i
LU
LU
_________ __
I I ---------- WN LIMIT -- W
L-------- 15' STORM DRAINAGE INDIAN TRAIL TO CHAPEL , z
EASEMENT (TYP.) OF WESLEY 1 J
IC.O.S. (TYP.)
STREET LIGHT (TO BE OWNED &
\ (TYP.) MAINTAINED BY HOA) I U
/
i
PCCE EASEMENT (TYP.) '
\ 20' TAPER PER NCDOT
2654.91' 4 \ CBU DETAIL (TYP.)
30" STANDARD C&G PER '
TITLDS STD 1.12A (TYP.)
\ ' / STORM WATER CONTROL
ON -STREET PARKING
1 119 I MEASURE "A"
1 \ FPE=598.00 / k' \ MAIL KIOSK , 0.30 AC II
\ 0.24 AC / / / / \ (TO BE OWNED &MAINTAINED BY HOA)0. I
B
1 FPE=597.40 /' 3SR / / _ _ 25'STORM
(TYPIj AGE--------_____
120' STORM DRAINAGE 0.21 AC �j \_EASEMENT;
(EASEMENT (TYP.) /
\ /
\ /
1 1.53' 1 12 1 �� 1
\ FPE=597.20 / / \ N37.32.11,W / FPE=595.90 \
\ 0.20 AC ' \ i / 0.27 AC
� 1
FPE=596.10 PCCE EASEMENT (TYP.)eZ­
'
/
�-------------
0.20 AC
0219AC I I / 4 44 Q 4
� � I 4
4 ZONE AE: FLOODPLAIN, 1% a 4 4 Q 4 Q 4
FPE=596.50 I FPE=596.20 \ 4 4 44 ANNUAL HAZARD CHANCE
FL OD , 4 Q 4 Q Q
Q
0.22 AC I I I 0.29 AC / Q 4 4 a v 4 v Q 4 4 a 4 Q Q Q 1
4 \ 4Q 20
20' STORM DRAINAGE I - ' \ /Q Q Q Q Q Q 4 Q=Q Q Q Q Q 4 Q Q Q Q Q 44 1
-EASEMENT YP.) i �-� a Q Q a Q a �Q l��I_ �Q Q_ a ^ Q a Q a Q ■
20 SANITARY SEWER Q�4Is�L1d 4 -� a� ^ ,1
EASEMENT (TYP.) 1 1 1 \---\ a� 4QQQ 4Q4QQ Qa(4Q4Q Q �4aQQQQ 4 QQQ4Qa QQQQa Q4 Qa 4 a,4aQ,aQQ�5 ��gQQI lQ/a/QS SQQQ�4 �Q4a QQ44
44Q-a44��aQ v 4Qs�Q Q4QQ�asQs QQQQ/a4NE "X"FAZ E44Q 4s V�
s"/a 4
444 N�TAV_IrG 4 QQQ444444QYP4 ' aQ4�QQ AS0SAfAAI SR4AAEN s 44 Q 4 ;_.
1444444�DoAPG 5 44444444444QQQQ//���ESNEQB49PQ44QQ414 4AFE �QQQQ
BY 4111
Q 4 4Q
44a44a� Q i
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
2
aw
J
-
Lu
W
LL
-
1
Q
O
II
00
N
-
Q
z
W
a
z
LU
J
J
LALLI
co
�
W
Vl
a
�
J
Cir-_
U
Q
=
w
>
z
Cr
O
w
o
z
�
z
J
Li
O
W
z
m
0
'• •••/ v
r THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC.
T
C-0293
...•• o�
,o A'
CA
3 89
(VAN\
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-S1
MVD
AJ B
1"=40'
01. 17. 2020
SITE PLAN
WEST
C2.04

VICINITY MAP
NTS
PARCEL
DEED
OWNER
1
07120006A
3807-111
RUTH MANUS TRUSTEE
2
07120006B
437-417
CHARLES MAX SASSER & SHEILA SASSER
3
07120015
611-259
LARRY W. HELMS & PATRICIA A. HELMS
4
07120010
372-926
GEORGE NEAL MEDLIN & KATHY M. MEDLIN
5
07123213
5271-844
ANNISTON GROVE SUBDIVISION
NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS
SITE LEGEND
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
GRADING LEGEND
FLARED END SECTION
fA
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-►
DRAINAGE FLOW ARROW
r..
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
�TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
----- 250-----
EXISTING MAJOR CONTOUR
------- 252------
EXISTING MINOR CONTOUR
— —
EASEMENT LINE
Ilw what's below.
Call before you dig.
CONTRACTOR SHALL NOTIFY "NC81111 (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
■
�,����;:/\ I?% `-maces-� '�• = .
mom �w AM
�•' , Osi� v`
. � II •'��;� `ter � � �i�/ �,� �` � � 1 ��\`�
� 'Ike' !I ,• �i�'/ ,\�f ��-' �o' '�v���, \ ' • �r
,
��i _ III I • : � �� � : � �=� - � � \
1 ■ s- Ali.` .\ � • • � �'�� ��,;v.
01
OVA
- _ - ----,ail"ei" � Y ���+ �l � � � : • �� �% s�-'�•% \ � �
INlit
�R� � 1� .�•4,, sue° �r�'�� ems" ��:� � i �,� �;
�_�r��'' ►%".'� .ice' `\ 1��V \� ;` Sit
IJ� I �-mail:■' ►_:,f9G��'•�.:4 a.1���-(�� .�/'�,° � � � �� ® �:.
NOMA
IIki' 11
Lil
- -I
g
/` i � I 1 • �/r Ali ,.,J��i / C / ♦ ,' \ '``
1
I
� �y � �♦,<� 1 � �', ---44444- _ � � �NZ ���
������, 1 � � ■■■ � 7/! � - --sue .1� -
A�vv
11 1 11 I
__--
/ I
ARKWAY
HERITAGE SUBDIVISION
PHASE 6
POWER RIGHT OF WAY II 1' II
II III III Il�ii�(`/l (D�L22, PG115) I =1 I
HERITAGE
PHASESUBDIVISION
I HERITAGE SUBDIVISION
I I PHASE 8
°44-44 1
r� '44--44�q 444
\ -a 4 4 4 4 4
J 44444 444-
4° 4° 4 444\ 1
J -4 4 °44 444 FLOOD ZONE AE
4 4 4 I
--4 --4 - -4
/ 4 -4° 444 444 44<
4 4 4 4 4 I
/ d 4-°4 4444444°44
-4 44 -44444 444444 4
444444444444 44-44444444444444-44-44441 4 4444Q444-44-44
4 4444 4444444444444444 4 II I II ■__
1 I II I I IiI
r-
4 11 1 �-
'
�44 44 44444444444444444 4 ,---J----'-
44 44 4444444444444g�° 9- 4 -- 1 -♦---_
444 444° 44L4444 44� 9-d4 44 I �--�-
44 44444 044 444f1'4� 4 �14a444444 -I
4 a
444 \° 4 4a44-"44444° I
/ I �
444°4"44"44444444 I � -----
4° \44 4°°4°°44444444°°"
,� 4 I
\ � `°Q� 4�(444444444°444 44 ' ■I� I
l �4° 4 444 444 444 4 444 -4 I ■� ,,
4 4 4 4 444p4 4 4°"4444 4 44 4 4` I _I 11
I 4 . \4 <M4 44 4°° 4 4 Q'� 44°�tk4
®4 : 4 444 "444° 4 4 4 4 4 4 444 44 I 1!
4 4�44444444° 44 4,
Q� dd 1 f3E ��1?�(' ° ALL\`A+-° 444 Qa4-4 °-4 4444444 444 L I ,I,
4 W/S _a><'ETY •�1ANDRAIL 4 4 4° 4 444 444 4 4° 4 444 44`-----
�4P 4 4 \ (DE �1 Y OTHER ) 44-"444 4- 444 444 -4 44444 41 l
/7 4 4 4 6
" �4 \\ t 14 `� 44444 -44444444°444°444,` I II
4 d� b 4 4 4 44 44 4 4 d c 11
_4 QA% 4 \ 4 4 d °�4 4 44444 44°4 44 44444-4 44 ! I�------
.14 11
44 4 " 44 444 "444 444 -4
�4 444 4° ° 4�4 4° 444 4 4° 4 4° °�
°"`°444 "4444.44
�44 �QQ�44744 a ° 4 444 �4 I I M I I
lJ
\ °41 I I
1 l II IIIIIjI I°�4 4
4 4 4
1J4
4 ° 4°� 7\ I II
jJll((I�(1��1�1° "° 4, 4 i
I
\ 4 44 44 \\ \ �`\•�,�\ I11 I
a4�44444 4��Q 4
{ I j 1\� I 4 4 �b
/� 44 Ig44altl a444a\�\\
4 \\\ I \
4"ffi'4 Q 44C° 44 �1 \ 1 \ I I DUKE POWER HIGH
14-444T4 44444 41\4 -4 4 4e4 4 1 I I I� VOLTAGE TRANSMISSION
4��° �1 �I LINE TOWER
4 44444P� II I' 1
�•-� / / ' r < 1 44 4"'14'�Q1 4
° 4- 41A 4°dr4° Ip- 44 ° 4 I I II I I
4d4"
°
I�-----
�
\\ 4 4 4 4 4° 414 1 ° 4a1° ° a4`4°4°
R41 d� T ° 4(i
4-4
444"/444 44 vV I
4 1-
Z�111 I I 4'
I I I Ik`° 4-4,
�4\
4 120' GREENWAY,
SMT.). TYP.)4"/ YPr�1 110' GREENWAI
4 44 44a4a4 4
(r\\ 1 4
44?914d444444
d "4444PRINCE,'1MI\
L\\,
CREEK--a44°4-444�4�_j\ SURFACE WATER4\4 444- IAREA=45,790 SF
444OR 1.05 AC I$ \.
' 4 4 _ Q 44°4444C
44 4� 4i / / / ° 4° ° 4 I HERITAGE SUBDIVISION
0 4 44 / 014�° 44 4 -4 1 , PHASE 7
1444
I 1 \ 444 r / °-4444 ° 4 44 ado°-4 '
11� \ C�4 I / i"a 4 4 -4 4 - �� 44°-4° I FLOOD ZONE X
444 4- 14 °
-4
4444444-44<
-44
1,°44444 4P 14
444-44°" °
-4
a
4 �4�4 4 4 0 GREEN "4_G." 4(aT� 144-4 4° ¢�4g/J 4 \ �1 1 4° 44
�j %f °4 4 4 4� EMA FLOODPLAII
�jT16 cS4Q 4 4 ETAINING WALL C"
4 ° Q-t 44� SAF BY�AS N RIL
DAVIS MINE CREEK ✓/ _ // �%� ,11
SURFACE WATER TOP OF BANK / GRAPHIC SCALE
AREA=56,993 SF 0 50 100 200
SEE VICINITY MAP FOR INFORMATION OR1.31AC 30' VEGETATED BUFFER SEE SHEET C3.05 FOR STORM DRAINAGE
REGARDING ADJACENT PROPERTIES (MEASURED OFF OF
i1 J J ALONG THE SOUTHWEST PROPERTY LINE PIPE AND STRUCTURE TABLES
TOP OF BANK) 1 inch = 100 ft.
1
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
L W E R
LAND PARTNERS
Z
J
W
p
�U
W
J
W
Q
Q
p
00
(V
Z
W
a
1
z
LU
J
J
V�Wwc0
�
LLJVl
a
J
U
Q
=
w
>
z
O
�
w
o
z
0
z
J
LL
0
LLImc
z
0
1N 11111IIII.
�.�`� (N <
CARD
.......••,•,
r THE JOHN R.
c� McADAMS z
= -COMPANY, INC.:
C-0293
''IIu 11 ut,��
W% 1 1 1 1 1 1 /,.
0 6289
C, R• VAN
111111111�� ��3I11
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-OAG1
CHECKED BY
VIVID
DRAWN BY
AJB
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
OVERALL
GRADING AND STORM
DRAINAGE PLAN
C Soo

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
- - -
LOT LINE
-
-
-
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
GRADING LEGEND
FLARED END SECTION
f0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-►
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
MAJOR CONTOUR
250
252
MINOR CONTOUR
-----250-----
EXISTING MAJOR CONTOUR
----- 252------
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
F
6'��
M_OORE FARM ROAD ,00
► % 62� I I \ \ i
Jl \\ 1 c\���� 6�6// / /,\ -/- (56PUBLICR/M
/ \ \ \ / r/ / - 15' PRIVATE C�O0RM
` �\ / _ 7 J PROPERTY / J / / / - _ DRAINAGE EAcSEMENT VEL�CITY\DISSI ATOR (I I \ 1 \ 1
/ J _ ` i , / / L�ESTNP.)' I / // ` / J ' ^ ^ - / (TYP.) RC-40 �r NCPOT CLASS �' RIP 1 I \1
12 X 6'w X2" THICK
---CLEANWAT�FS 96
DIVERSION SWALE /
�°�✓
' STORM
6,L6
15RIVATE
TD-1 1 / DRAINAGE EASEMENT-
TEMPORARY DIVERSION(
I /I J /( I 1� I II1 I / I < /\ / �II / i/``/ 1 ', / /^ / ///J/ \ (l -\I (' 1 \_✓)/ J h /( I \ (T/YP,)
DRAINAGE AREA: 2.44 AC D-I-35s J // /I
LEFSIDE SLOPE: 3:1(H:V)
SLOPE:RIGHT SIDE 3/(H:V) (IV // BOTTOM WIDTH: 1=358
DEPTH: 1.0' MIN. STfM'PC%// T/�/)//
TEMPORARY (LINER-EONET C-12
, '•
•� / /1
/ DRA NAGS EASEMENT1 \ ��
.636 -
\ 6 .96
CLEA14\WATER-
' DIVERSION SWALE 634 , , i \o�
/
636-/- / (TYP.) 630
632
634
6� �- - - - - - - - - - - - - _ _ �..\, '\\ \ \ I \ \ ^ \\ \ \ PA =6 .60 \
10
\ \\
- - - J
PAD-6�29i5
_ a \
`\ U+ PAD `63;85 \ \ \ \ \ \ ` •: \ \ \ \ \ s�
\ \ \ I I \ 138)
-632 45 n
33 l � I 1 4 I 135 � I II I PAD=634.05 \ \� \ � \ � '.► ,�� \ � \ � \ 6•. \ / � �',��� �\ 1 1 ` b \ �
( \ \ \ \ I \ I \ RkD=637.15
PAD=638.I PAD=635 5
\�55 \ \ I \ II II \ ( \ \ • '� \ s. • � 2� ii � 6,y \ \ I \ I I\ �� /
' d \ • I ° 1 s 632 j 1 I ✓ ^ \J\ `ryi
SANITARY
\ - - - - - - - 2 SEWER (TYP. PLU
A �� / / / W
_ y y
\ \ I \ \ \ I ( X LQ EVERGR 213\ 6j5 /Iw
LU
(54' PUB�ADs22s`� - 1 /j
626 J
\ \ \ \ \ C8�6= - - RCP __ W
° s 'L •b s r l 15 / 15' PRIVATE STORM \ \ / - -" - ✓' �' C z
J I ti •" •` \ • '• \ s ' •� -_Sc'_-.'' / -' DRAINAGE EASEMENT \ / \ PA 6F3.45/ / ` _
�I - J r v \ ( ( - \ s ( �o. \ p. •�� / --' ,,_ \ (TYP.) \ / \ 1 1 ` _ • �/ s' / J
r 632 \ I 1 \ \ \ 630
/ \ 1 \\\ I \ l I ( \ yl \ - s26 \_,. bt 50i _- ____ - - - PADO6 \\ 1 \ . �' _ - U
\ �
132
PAD=635.70 \ a • p ` \ \ ` 1 \ \ \ ) \\ `` - / (�
i ( I A PAD \ / ✓
� \ \ I �'��%r _ � ►/ \1
w a
1`, III I I \ \ \ I 1 \ 209 \
-- - - -
�, ( PAD=626.21
1 � I I (JI \ I 1 � \ I I 1 ►. .. U-4 I �; J II I( l\ �) i1\ \I I II I I1� II //�' \� I I 1\ \ 131 I 1 I ( . ` • � • y _Q \ � IIII / II \ I( I i %\ \ \\ \ \ 1 1 1 , 207 1 \ \ \ PAD0�/ RY s
sEw�R T) \ \ • 1' ;. •4 \ \ ��,� �,►
•\ \ '
.b -/ , � � .. J • � ' �, �. ' _. \ 1
IIII / % PADD� I " � 1 1 I I ` 2 0 6 PAD=628.05
U II I / I 15' RIVATE O`TORM w_� I I I I I II \ 2b5 PAD-Oo 1 I \ ' \ ^ \ `\ �� • •�: ` / \ \ \ 1
�. I - Q$NAGE EA EMENT (TYP.) I cu i 1 204 ` I \ \ , . , / ► - - - / R 4 / ► `\ \ 1
�- I LJJ 0 / O PAD=629.90
( PAD=630.70 I \ ^ I I 1 \ \ \ ►�•' ► sJ �' y - ` _ 1
m I PAp=63 80 I I \ 1 b j ► \ 5 \
\/ 6(f20I�E-�f�TI/ I \ I I 1 \ \ 1 / \\ ►• \ \ , 4 •✓iL / �a� • / ✓ �� �1
\\�\ JiLIN jftp.) / \ 1 c' 0 4 I j j I I i I �I ( I ' I �� \ \ ` 1 F �`-/ %•` - Fil \` \ \1
yls I•`• z�1 ( / \ \ 1>•;. v\� `• ` 9 ,, 192 ��
PAD=622.65
1
1(j I s I .. I �, • \ ,� �_ 4 s \� •, / •/ L J L 1■
PA 633.90 \ I Q I \ \ \ I `\ I •/ \ \ - -- - - - ✓ �� 4 ( \ / /
cc `L
4-7
��-'' 1 III\ �/\ I III \ 1 II 1 �� �'• \ \ .', j.► : '• = _ -_,: - ,l / \ l\ 1
\ PAD=623.45
/ \ \
� • \ 8.. WAT Rf�AIN •• �•• 1' � `��^
/' \ ( II I \ I `' I ••` -343 (TYP.) . , 22�
\ \30' •• (•► I• \ e - \ / \ \ \ \ O 62- 7 \ 6 1
\ I / I l� \ I \ ( Iti \ 3
6 �� ✓ , \ \\ PAD-624.25 \\ \
SANITA Y SEER � \ � ,\' `
MA ITA T`FP.195 \ 1
PAD=632.85 ( 1 0 1 0 ( ( ) 3.2 5 -_- ► • \ \ 1
_� '�J�I \ I I I \ I V / I\ / I I s 6 . \ -- -- ✓ 1 b �^ \\ \\ \ PAD=625.00 \ \ 1
\ IIII 1 \ � \� - - - - - - - - � \ •dam -I• - 1 \ / \ 1 \ \ � , , 1
PAD=626.00
I• 'A' I '� •, / y / \ \ \ \\\
1111 1 I I \\ \ \ I\ N I • `' ' e / 6� / \ I \ 1' \ • - ` 1 ' / \ \ \ PAD-626.90
1
I I \ STEM WA TY \ \ \
PAD=631.50( I \ \ \\ \ I\ 1 I \ I 1 j PA� S
TJ / ( (� > \ \ \ J / •.III \ \ \ \ I \ \ \.' 1 / I�I\ \\I \\PA16 y�a
PAD.=-,628_00-
T \,2 'co,
_10� �D=6�0.70\ \ MP ARY DIVER l \ 6
STAREWPADA31.49 DRAIN .66 AC\
AN (TYP.))
\ I\��
LE HT SIDESSLOP 33:1((H V\ \ 622 \ 1
�`\ \ \'• \ rn C) ( \ \ \ \ I I \ \ 1 \\ \\ \1` \ \ ( ) \ \ -628
\ I % I I I 1 \ \ 1 \ I[ fEPTW: 1WIDTH: 1' \ \ (
J \ PAD=630.10 � I \ "� 1 \ / \
LINER- 125 R0�1 C
1IL ( 5' PRIVATE STORM \ \ 1 ' _ 15' P I A�E STORM 620
DRAINAGE EASEMENT _ _ CB-215 I / \ -1 \ s79 \ ► \ L DRAB IE �ASEMENT \ \ \\ 1
\ \ \ ✓ (ol
1 5Y RCP % I \ \ - \
� -\ - DI-314'
16 DI-3o9
•628
8" WAM I�N 626 usTE 4
DI-310
\\ 111
PAD=6 E&,-O / \ 620"""
20I __ 5„ RCP -----�---- _ 1 - - - - \` \ \ \ \ / 1 8 \\ `M=624.20\ \ \ 1
\ I \ \ / \ - - - -_ - - - - ----_ - ---620
\ \ 1 \ 1 \
\ \ \ I \ I I `° \ -� .- \ 1 1 \ \ \ PAD=624.30 \ l 1 \\ 1
E�mm�� i J I�MI� yMMMM�� Z MT 1I 1 iiMImMMMM 1 Mi\ immm mmmm mmmm M \ \ M \� iL
MATCH LINE - SEE SHEET C3.04
GRAPHIC SCALE
SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so
PIPE AND STRUCTURE TABLES finch -40ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
W
p
�U
2
aw
J
-
LU
W
-
1
Q
0
00
(V
-
Q
z
W
a
z
LU
J
J
VAWw
Cr
LLJVl
a
J
U
Q
=
w
>
z
0
�
w
o
z
0
z
LL
O
LLImc
z
0
CARO ',
1
r THE JOHN R. •:
o f McADAMS z
= ? COMPANY, INC.. �o
C-0293 ��:
%. � .�
\``\\\\\ IIII 1,1
C i
'.7 ,
L
3 289
'�.,11 R. VAN \
�,1II1II\,\ 4'Z3'yl
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-G1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
GRADING AND STORM
DRAINAGE PLAN
NORTH
C 801

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
-
- - -
LOT LINE
-
-
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
FLOODZONE "AE"
FLOODZONE "X"
GRADING LEGEND
FLARED END SECTION
f0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-►
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-----250-----
EXISTING MAJOR CONTOUR
----- 252------
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I \ 1 I I`I11111�
I I II III\IIIIII\ \
1 II I\ I
I
Q °
oo
'°^ p� \ �/ \ \ \ \ \ \ ° ° `'� ° Q • 1�►E\TO\ E SANG 2 "1\( LA �\\\\
/ \� M i \\ \ \ �� J, ✓ Q ° yg0 6• c Q ° .\\\ \ ,kG\Ak XIM\ S,P4![r�1\\\
Y \\\ \ 1
01
o
/ s? . ✓ �'- so �` \ 60 LF 11' CMP CULVERT` �• I I I 1 / / '
o� \ �f /Q INV IN=586.23
/
/ / / / - - o \ \ J INV OUT=584.85
// �- 602 \ rno� n\-�/ )i-\
Ir
1 / PAD-622.15
FPE.:-:597r70-
CB-' 01' .` \ \ 10' REEN (�
WA ESMT. (TYP.)
'-PRrVATE STORM sob`��
PRAINAGE EPIZ,
�/• �j _ / CB-500
_ \ \ \\ \
PAD=6Z]..40 � i \ � ..
(2) 60 CORRUGATED
PIPE ARCH
RISE
8„ SPAN
NV IN590.23
1. • /•' e ✓ // I \ \✓ - _ \ / - i��' \\\\ \\\ \\\\ \ 9 / INV OUT=588.85
46
0 PA - 20.45 \\ \ \\\\\\ \ \\\ \ �� , Q
\FPE=59Y`Q R// ZONE AE:\FLOQDI�LAIN�b9�
U / CB 45 I - /v ANNUAL C AN E LO q \ \
1 SANITARY SEW€ - ,\ /// \ \ - \ ARD CMDI1r0I
�-- / �• MANHOLE (TYP.) I I \\ \\ \\\ \1\ \\ \ `LU
LU
�_ �, (� \_\ , - I III ► I II \\\�1 '�.
C 344
L U i "1 PAD=619.60 _ �4 \ !1 i
LLI 1 \ �� \ \ / . `. (/ , _ FPE=597.30 i \ I �I I I 1 \ \\\ I I° \ - \9S 4 Vd
PC, , 8" SANITARY/ \ f I ( III I 1 l ► o/) ((s9 \Q ( F� ,\
A \ 4 ..,.. J• , SEWER = .)\, � \ �I\ \ I I I I\�\I 111 I I, \ ► I I {� I %` �\ 9\ \ \ Q
LU
zi
f \�Q�h47
U C� „ Fz \ ) PAJp=618.75) \ \ \\\
1 1 A rLDc \ 7 \ ( FRE=597.1
V A STORM QRAIN GE \ I I \
/ \ •/ : 4 �/ �A ` \� \s EASEMENT (TIYP.)
�, -I \ \\\ \ \
(or •�f �, \ Q144 o
I \ \\ \ \
1 \ /2 I _ / /pAE= �s.D=617.95 \ �/ \\\\ \ \
1 / C \ -I >;Ps90� 1 / �� TW=BW
�\ / 6-WPTERMP�N ' \ \\\\\\ 96.13 \
Y )�
CB-331 _• / \ �yl \, I / \ \ \ \ I I \ \\
\ l \ 1 1 \
\\✓0 I \�k1 1�911 3 ��=si
1/P6p r((11 \ ( 4
1 \PAD=621.81
1 \\ \ ✓ \ ,�' • . ►,� ` ' \ I I / / / / I / II i� (I I \ \ Q 94.834\Q
B-328 /S I� rI I I� \ Q Q °
`� ' � .- I �\ / I � )� • C\�\ \ �/ I //�I///I II/ \ � \ \°164 �
61 �� \ FPE=59 1 5 1 I (�� \ I `\ °\4", °\-4°° 1\ 1
� PAD=617.60 / (. ,\ ► • I / / AK
1 \ 1\\ � \ /� / \ •• • 15 RG ) � h� � I I l 1 � \\\\ \\\ \\\ \ \ f�Aa G LL "A" W/ \ \ V
\\ \)\\\ \\ \\� \ \ Q �1 S ET�HA L
C
\ \1DRNAGE EAS\` 6 1 / (I • :l ,• •• `` l - l ► \.• \ \\ \\ \\ \\ \1 1 \ \ \\�\\\\\ \\�- �\\�\� \\ \o \ a �\\� \ \ V�(D�IGNEDI
vERS)
6 615.60
;15' RIVATE� ORM Q l TW-BNw
MENT 89
TY \\
\1
\;
ANARY SEWE(i I
DI-3\ 6 �� \ \ MAN �IOLE (TYP.)\ N �,
1 5' s�ORM U WAG � \\ �\\\\\\� �\\ �Q �✓ - \
1
SEMI NT (TY ` \ \ \ \\\� � \ \\\\�s9\ Q � \ \\
00
`RAD=615.85( ..,. \ L52)
STEM WALL (ITP.) ass, \ \ �' .(•► \ `• \ PAD=614 5
FPE=596 ,o
\
1 \ C40,
CB
011_1\ \
1 \ ) \ 1 \ \\\ D�-365
\ PAD=615.po I / / / 0 1 1 I �. 1 I I I / (III
\ \ P.2".55
\ \ I\ \ I
\ \ 1 P=61
/ (l \ I I
\ P\ A pCB-320 I ���1 \ % / PA65 r/ \ \ I \ % \
1 185 \ \ / \\ \\I o / Q`v 15(' RC �/ FFj1==595.90 I ) % I i /
PAj=623.35 \ \ `\ `n' ``15"/R'2 6„ RGP �B-31 / / BONE 6c F Ob PL I ,IJ I Q \ \
1 \ O V " \ / �P '� .. I ) NU/AL dH NIC F)i/ I /\\ \ 1 Q
1 \ \ 1 \ 1 s b l v \ 'HA/7ARD/COV I1 ONP // (o
t �1,
1\ `\ `I \ � \ � .5 Na 6}�G � �a" JB 32N • , ,, I l \\ /1 o I I � �
1 \ \ \ X 5 D RJJ� \ l5`e1 c. •�. 4 , I / \ / / / / / I (\ I �11 \ 1 \\I \ Z� �1 Q Q
MATCH LINE -SEE SHEET C3.03 GRAPHIC SCALE
SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so
PIPE AND STRUCTURE TABLES finch =40ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
W
p
�U
2
-
aw
J
-
LU
W
-
Q
1
Q
ILL
0
(V
Ina
rl
a-
Z
W
a
z
LU
J
J
VAWwc�
Cr
LLJVl
a
J
U
Q
=
w
>
z
O
�
w
o
z
0
z
J
LL
0
LLI
z
0
CARD ''�.
r THE JOHN R. •:
McADAMS z
= ? COMPANY, INC..-'
C-0293 N�:
�i ••'• ••• ��
#oil list
6 89 =
,c-/,R. VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-G1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
GRADING AND STORM
DRAINAGE PLAN
EAST
C so2

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
-
- - -
LOT LINE
-
-
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
4 v Q v v FLOODZONE "AE"
FLOODZONE "X"
GRADING LEGEND
FLARED END SECTION
f0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-►
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-----250-----
EXISTING MAJOR CONTOUR
----- 252------
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
MATCH LINE - SEE SHEET C3.02
\ - _
B-31
�,-� \\\ �� • . ' :►�' . 154 i` _;
\•' ► X \ \ \ \ 1 1 •" /• / F PDE=595.70 S M WALL T 1
4
.X '•' \ / • : I / , i / // \\\ \I j 1 \ \\ \I \\\\ \\\l\ \ 4\\4 4 4 1� 4�
1 \ co \ . •' / \\\\ \� \ I RAD 6I3.25
' ' ,` • `\ \\ � / I /� i • I I ., • b �- � 6\ \ / / ) 0 1 1 \ ) \ I 111� \ \ 4\ 4 4 4 1 4 <
\ � � \\ r \\\ \` / /` I i % � ' ►• ' I,• I I s ; ./ /'�J / `\ I / I ) 1 \ 1 1 11 \ ( � 41 � 4 Q 1 �
�' \ \\\ I I - ' / '� /' • k \ I \ • , / PFPE=595.40
VANITA Y , �\ / J I / // / /) J I /I f //� \ 1 4 1 Q Q I Q
/SEr(T�•) I / % / I I I I
R Q\Q
/ - � J� \\ / � / /) % / I I i I � I ; � 4 I\Q � 4 Q4-11 Q
CB-39 8 - PRIVATE STORM Q Q
\� / Df�AINAGE) EASEMEN / x / I I \ \ \ \
1,5 8 ) //\ a2 ,�cP - ( ) \ / 1 ` (\ 1 11// \) \ \ Q 4\ 4 4 1 4
1 \\ \ \ \ \ PAD=621.10 \\\ \\`\ / JJ i PAD 612.36` r . /' J 2$2 \ \ DI 607 I I I 1 1� 14 I4 4 1
�16` \ C\\ / a••FPE=595 010\)II\I(\I \ P0 \ \ \ 1 4 I
R__
J QIPA4.25 \ \\ \ / l I ( / ( / / 1�„ / I \ / Q 4-
\ I ( J / 1 4 �I
A)
C. . / PAD=611.40 I I ( \ T
' DI 313 I I I t PAD-6 .3
/ I I FP 5 4
/ N
\DI- 12 \ I / 1 I B 05 I �\ - / / \ � / / / I / \ ��d � 4 � 14
STOR DRAIN GE \I \p 1'•' I
I L4I
84
ES€M (TYP PAD-609.FJ 0s /(415
\T 6'$0.50 S NIT4RY �WER\JNH?LE (TP
%Q-
4
� ' �\ 20' GREENWAY ESMT. (TYP.)
1/ / 614 _ \^ / �I \\ ( -B- 4 ` I G \ = 10' GREENWAY (TYP.)
rr) 1 612 -, i \ I �W/ P. r'1 o is cn I T 4
U 1 � - r PCC EASEMENTX(TYP.) ----- - DI_ 602 -8' \ \ I \ � "Jr / I \\ .�/ � 1 /w rn �//`rNQ Q/4 Q - o- - - �� �- �1 - =
I- J _ / - - --- _ 1 DI-' 603 I / Q V 4
w � 608. 24 RCP _ i \\ c /
Lu _ __1---------- N LIMIT _ _ _---------- I 1 ` ,_6a3�\ \ \\ I I aWQ 4 4 �4 4
- 24' RCP ___---- �' I ,\ \ \ ` \ 2 \ \\ \\-
1 s22\4
20' STAR 1 AI A E , \ 608 ► • \ \ • \ \ \ \ / 1 1 I 4 I V 4 Q 4 \4 Q
DI-601 ^ o IE66EFu1ENT _ J� \ \ I) ` \6 \ \\ F E 694 4 o 1 r 4
w - ___--------- 1 \ �i 1 \ _ t • \ ., \os \ \ \ �) 1 Q/ 9J
w \\� �G/ ��`6>\II 1 �� / _ J \ I 1\ (f J \ \I \ ` `).. \ , , \ )1 �1 \\ \ I 1 4 4TW===9 4 4 4 4 4 4
= 2.5 4 Q 14
�
W - \ EW-60 NCDOTVELOCCLASS DISSIPA RI , / I / i % I 1 \ I / / I ( I 4 / 4
z� L�4
6'Lx6'wx22"H , 1\\10 \ \ \ II \\ i
\ I I \4Q
I 1 0 - 13" / / -� 1 0 7 AJ\-608.10 ✓ : • • \ \ I I I �4 4 Q
1 \ \ �`8,
,\
PAD=609.15 \ rn \ 4\ •\ \ RP =5 41101 1 4 4 4
U /y� \ ) / I \ \ I I / PAD=609.s10 \ \ 1 " \ \ \ \ I \ 1 ( 4 4 I
I.- 1 10 l �D=609:�s \ \ I \ \ 8\SANITAI�I \ CB i4 � \/ \ 1 I \111)\ \
Q \ PAD=608.70 \ `\ \ 1 r
/ i I \ SEWER (GYP.) \ \ 1 \ \� I \ \ \ \ \ /I
GCB-110 15 R P \\\ \ LI, 4 4 Q 4 4 4 4 4 4 \
\ \ i �/ \ I \ 11 `.a• I \ ) _�� \ � \ 1 I \\ 11 4 _S i
/(<1 \ \ -/�1� JI /- 6 / I� ' •'1.•:d�� \ Q ( \ II \lo\\ 1\\ \Il�4 4 4 444Qol
4 �1\
\• I /I / ^ .. ► _•(. (� �- .► J/
60a l • --- -- ( I \ \ \ 1 \�\\ 1 \ \ \ 1 4 RINI WALL 4 Q 4 4
t o"RCP ) ° I A 1 l\\\ \1\\ \\ AT �44 4 44
I \( \ / J1•'` / CB14n5) 1 \ \ \ p6 - \\ 14 41 44 44 444
cB-li 02 \ s [� V _ - -
30" 'RCP ` E 4� �I \ o� ` \ \\ / / _ \ \
wiRAL
4 4
T 613 --� - � \\ \ \ \ \ \ \\ I 4 T�NH�LL 4� W'dQ 4 4 4 4 4 4 4 (<
\ ' U R��� \ \ \ ` v " P / \ \ I ) \\ \ \\ \\\ \ i \ �(SID �1 OTHERS) Q Q 4 Q Q 4 Q Q 4
\ \ /✓/ (5 8 _ _ - .- I� / ` c 10
► \ \ \ \ 4 4 4 4 Q 4 4
\ d / / _ • : • y / \ \a ✓ _ •t eB-106 I I I\ ( \ I / OAE � 0\�� I\\\ \\ \ \ 14 4 Q 4 Q 4 4 4 4 Q a 1
•' � -�- °l : \ 1 l a •' " I ^ ` / � / � 8" AT\ER Pr,
1 ) • �- \ � 1'6.. \' •\'• t �` � 1 ' � � .�•/ /(�) � \ 1 - Q�4Q 4Q 4Q 44\ >
•. d o ' / /I I \� hr
8" WA�ERMAIN / / �; I ( _ L� - P /
6 I I �J
j \ \ •.\,, • � • � I \ II I I / � II TYP.) l � � � ____ 1 6, k \ o � / _ � � 1 \ � �` 1 \ \ \I \\ I 4 Q � 4�� Q 4 Q Q 4
I \\ 1 ( \ \ 92 6 4 Q 4/
1 Do- 1 FPE=593. 0 I-7 , r ,l ,` . 6 1081 / \ o \\ \ \ + 4
1 0 1\ 1 1b 4
_607- / I 1 \ \ ( 1 C4 2 1 \'PAD=s�o i PFPE=593 80 I \ \ �E S� \ 1 I 1 \ \ \ \ I \ �/ 4 4 4
1- 3 L FPE 94 20 L
FPE-594.1�0\ - \`- 1 CB ��g d \' \ / \ \ \4 sB PAD09�00 \ �� - - - - - 20' P�IVA 4 T \ I� "• _� p Q
PA =fig 20 r� E= 94.% \ \ I DRAINAGE A�E
\PAB 607 40 I �FPE7594.6 \ \ \ I
1 \ FPE94�70
�% \ 1z0' P VA It -h, \ \ - \ 1 I / \ l G I l I I 1 9
1' \ \ \ - j / �Dk41N\i3E EA�E \ - DI-114 I _ _ `�--X- =60 .75\ \ 1 1 \ 4 <
FPE=59 .20\
( \
5 I 1 \ �60
B" �� I o -� `-_ �r \ - � ^ / / ' • " 1► ., • / 1 _ - \\ `� �\ �\ \ 4 1 V
52 \-�
\ \•/ \�'\ _ _ -- __ ----- \ \ 1 1 `�° ONE AE: FL ODPLAIN,\
V.
\Q NNUAL CHANCE FLOOD
0 \ \ < I AZARD CONDNONS \
ANhT!\RY`y�)
\ ` 1 �� 60� �SEW(T1�P
rANT&ZQVER
h RET A \ - - - T - Wes_ EAS€M€NT 'OP
E EMII \ l ^RAD=6.25'\ ` •,' •�• 8" SANITARY \ \
v E�IT Y �95.1 \ ^� \ �\ _ - \ \ FPEx-5�p93.80 4
V RFTAIIINi� WALL \ SEWER (TYP.)
I\ ` \ EAS1MENT _TYR)
AINI G�ALa-E1iVV/ - - \ _ \ _ l_ \ -_�. -�� \ _ - I I \ \ \
A ET, E RAIL F���11 Q Q Q - \ \ ` \ - = 1�c 608�
rj� 4 41 ^ 4 4 4 4 /4 4 4 4 \� \ - _ \ \- _ `_ ' Z64 \ \ r \ / .dAD=61 &tl / '6� // / 1 _ 0 iS E1+ Y ESMT. (TYP.)
,-4 4 \ ZOI�A 0 DPLAIN11% 4 4 4 \ 602 \ FPf=593!00 / \ I
AK)
b 4 Q 4 Q HAzZ rCf�lDrn6itS� 4 4 4 4 4 4 ��Q Tw�B � 630 96 \ � \ \ \ � ' • � / / /�� � / � __r _ _ _� _ _ � � _
4 _i:�� � TW=BW �= �
� Q Q_ 4 QJ 4 Q/ BW 9�2 \ \ C i 7 - /ii 4� _�L� `593.50- 4
�4 ss 4 -®- Q 4 jQ� d �W Z� - _ _ _ �6a _
- 4 Q ��� �� - �4 v Q Q f rr,,��tteALQ'D4q/ �W- \ \ \ \'\ /
a4 4-SS �- -4� 4 4 _4 4 4(DOG'BYER� 5„94.1 - \ \ \ _ , • - _T _` 4 j4 /
�4 4 414 4 4 ^ 4 4 ^ z"�°'Y
1 Q 4 Q 4 Q_/Q �1- s \( s� 4 \\ _ // /// TAININU�WAL� "C' V�L� sd ��� -d- _ 4
;5�ECZYI LERs Q^/� =�() QQ_�1ss4 BW=S 4 94 \� =� 6? _ _ ���`2, / / Q/ Q Q Q Q Q Q Q - �-Q
4/4 4 4 Q 4 Q Q5 4`�- �_ 4 4 ` ���4-_ \_-\_ ,� 4/ a�Q a 4- 4_4-_4_4 _4- 4 4 Q
4Q� Q4��44 �9�aQ -4�\\ _ / �Q 4QC C�Q 4Q -�Q �Q��
4 ITARY4 E E�XI IT �4 4 Q�)� V 4-=_ Q/ s� Q 4 Q Q4/Q Q
1989 G 5 � S-� -�- , -Q �4 c1 4--� -,q Q,4, 4 �Q 4 �,Q/`�1. 4 4 4 4 ,� /4 -4- -4 4 �_
(DB 34T9,
GRAPHIC SCALE
SEE SHEET C3.05 FOR STORM DRAINAGE o 20 4o so
PIPE AND STRUCTURE TABLES finch =40ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
w
p
�U
2
-
aw
J
-
Lu
W
O)
-
Q
1
Q
ILL
0
0
00
(V
Ina
rl
Z
W
a
z
M
LU
J
J
VAWwco
�
LLJVl
a
J
u
Q
=
w
>
z
0
�
w
o
z
C)
z
LL
0
LLI
z
0
♦♦ . ••••......••••�/
y
r THE JOHN R.
c� McADAMS z
= rr,' ? COMPANY, INC. f �o
C-0293
SAS
- I =
36289
RI 1�A"\ �'
REVISIONS IZ3IZ1
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-G1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
GRADING AND STORM
DRAINAGE PLAN
SOUTH
C so3

NORTH
EAST
WEST SOUTH
SHEET KEY
N.T.S.
SITE LEGEND
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
ACC
ACCESSIBLE PARKING STALL
VAN
VAN ACCESSIBLE PARKING STALL
XX
PARKING SPACE COUNT
ACCESSIBLE RAMPS
TYPE AQ
TYPE © TYPE
PHASE LINE
- -
PROPERTY LINE
- - -
RIGHT-OF-WAY LINE
-
- - -
LOT LINE
-
-
EASEMENT LINE
CENTERLINE
FEMA FLOODWAY
4 v Q v v FLOODZONE "AE"
FLOODZONE "X"
GRADING LEGEND
FLARED END SECTION
f0
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-►
DRAINAGE FLOW ARROW
N
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
TP TP TP
TREE PROTECTION FENCE
LID LID
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
-----250-----
EXISTING MAJOR CONTOUR
----- 252------
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
MATCH LINE - SEE SHEET C3.01
r
6ti6 �/ Imo/ I \\ I� \ i \ I ` r` I \c,�\\ \ �1\ \_ ��o \ I ,\ \` 11 \` 18 \\� \ \ \ \\\1
\ \ I I 1 J \ I ✓ �AD=624.10 y
/ I1N \ \\ \� r, 6. ^� �I I 15 PRIV TE STORM I \I i/ 1 \\\\ \ \\ \\
DRIAINAG \ \ \ \ \ - \ b.
AS�MEN (TYP.) 1 I \ \ \ \\ 1 \ 180 \ PAD 623.30
17 \� \PAD 6 2.5 ( \ \ \ 1 \ • ` r
I \ I PAD=626.95 \ / \ I I 1P21.�,-(O
I 1\ \ \
CID / I 1 1 I / PAD=621.401 \ \ \ _ 1 \ \ ' • , • 1
0I w 174 i 175 i 17 6 I 1 7 I I I PAD�I> / i PAD=621.00 I .� ..` �,; •� . \
PAD=622.60 PAD=§32.60 PAD=621.80 /
/ STEM IWAL (�fYP.� I ` \ \ `. 11 \ , k• ►•' \ b
8" WATERMAIN / ) 1 1 \ ) •� \
J/ (TYP.) / I I I I I \ "I' • ' 1 I \ \•.-.- s?
124 c / i / J �� 1 \ i�� .� ' 1\L
/ I I \ PAD=625.40 U - • / ► I • 4� I ► , N
6 • �' u
V o '' _ T / • / • _ //pv1�UC
Ln
/ b• Jc-308 \ r \ \
C/qy-37� \I 11�2p `', br \•.1 \ N \ \
(1 f ` SANITARY S WEh� - -6� �q 8" SANITARY 1 I
' / MANHOLE (TYP.) / 6 / SEWER (TYP.163
O/ - 62 / ✓' b `' ' •' ~ I I \ ' 1 (� 1 \ .� \ PA�624.20
I I - PAD=624.10I•
( 1 \ \ 1
15' PRIVATE STORM ( / L / I , b. ' 6' • , ► I j I i f i• ( \ C \ ) \ \ \ I 1 1 64
DRAINAGE EASEMENT (TYP.) i • \ / / •','� • / I✓ I \ I I \ I \ I I ) \ 1 / 1 �5 \ PAD=624.20 \ \
----, I CB-213 - ✓' I ' . 6?? I / I ► . - / II \ I \ \ \
I / DI-214 15" RCP / / 1 ✓ I I \ / \ \ \ \ 1 66 1 ` PAD=623.60
(\ I\ I I - - -- � 15" RCP ( / � �/ I -_// i / / 1 I �' /I \ \ I \ \ \ I \ 1
\ i \ ( / / - I / I J \ \ 1 \\ 1 PAD=623.00
/ I I I P67'1AD�
I / / 11 I I I PA D=� 1'.60 \\ I ) \ \ \ \ \
PAD=622. 1 I / 17 0 I li PA - 9 40 I / /I \ \ \ �\ \ \
\ \ \ II \ I 173 I \ A72 I � 171 9` I ( � \ \ \ \
\ \ I I I \ \ I - I -� PAD=620.90 I II I II \ \ I 11 \ \ \ \ \ \ � DI- 2
PAD=622.90 i I !PAD �622.5 1 I I / ,PAD=62 JO/ I Q
1 > \ I I LU
b
\ \ �\ 1 I /\ \ 121 `• `\ ► I I ILU
; \ 'n \ 15' SIT RM AINAGE s ( I\ \ \ \ o \ ;
(TYP.
I fits
PAD=620.75 ` N I // I I / EA I� TI I _ r- L_ _ �_ __�•--,-�" _ 614 T \
\ _ \ •� \ \ \ \� / CB 210 n� I 622/ I \ I % \ \ _� - --� L- i8 r _f ___ _ 612 /
�1 \ W
PRafl��RTY \ l - ✓ t - - - /- - -- -- - ----�---- � _ - 610 I \ I \ W
\ \ LINE (TYPO \ \ `' \ / I ' ( r-- ---10
r - - - 608
�----------------- W
z
\ \\ /620
SANITARY U
\ \ \ ) I \ I STEM WALL (T1IP \ I SEWER (TYP.) • I ) ( 616 \ \ \ 'i � - - - -� - - - / I 593 EW-3 EW-1i
/R AI L\T �N LI �VI I \ EryT T ) / ( / ,� - - I- -- _ _ - I I c) Q
\ PAD=619.35 - -- I N N A
\`3 OR
6 - , - 1 AGE p F SL I 1 / ( Il I / I I% �� / / /� i \ \ \ VELOCITY, DISSIT RIP \
\ \ \ I / / I � � `NCDOT CLASS 'I' RIPRAP
/ 32"t X 12'W X 22" THICK /
- _ - ► • �B-2o7 l \ I \ I I 1 �, \./ / I / / I I \ I \ \ D50 = 13"
`� \��\\�\\ \ � l'\ - .�'',' • •' � e�6\ -� � j \� />" ) \ I I / �/ / I// // Ill I" /\ \� ( \ l� \\ \\/� \\ � �60 ��-rJ I �/ / /
8" WAT�RIo4�41N \ -� I I ( I / ( l VELOCITY DtSSIPAT�R1
\ I s '\ NCDOT G�ASS 'I' IPhAe
\ \ \ \ \ II \ \ \ s \ \ \ - -� / I s ( 1 I 161 X 6'W X-22` THICK \ \ \ \ I B 1
�I- - �r \ ,/�� \ I / / ; / r )/ ( l D59 = 13'r \ TO i9 �/A G 4TR L--
\� \\il\ \I _ _1 1�9 \ SANITARY �
\ \ \ \ I , I\ -� 6 PAD=b1� 00 \ J \ CB 08 C MANHOLE! TYP. 1 1 1 / rn/ 1 I I ^ I I / / /� /1 \
\ \ \\ \ \ \ \ \ \ \ \ \FPE=598.06, �/ - ) / i I PAD 614.10 I I ) 1 1 1 / (EEC SHEETS�RMET)%4ERAbqG)�� rno \ \ \ 1 \ VELOCITY DISSIPATOR
5 \ _NCDOT CLASS W RIPRA / I I/
\\\ \ \ \ 1 ✓ \ \ \ \ \ ` '•►. / r \ I 1// \\ \ I ( 5s3 92 \ \ l\ \ \ 15'L R-�5'WX 22"-mic I I
\ \ ,\\� \, I \✓ \\ \ ` ^ \ \ - \ J n >/ \ - / \ �1 ( / /l I I / ( I _ \ \ _ _ sss 94 -� 1 \ \ l \ \ \ _ 50 = 6" / /
s14
\ \ \ \ \ fioo \ \ \ I I
\� I - \�\ \ I) I I I `\� I \ - \ ' \ _� ' ` / \ \ \ ► • 614 \ •'` • '6 / ro / _ �060201
DI 9
20 I %1�T S ORM \ \ \ \ 2 R lNAG
AIN-4E AE SEM�N�`j�1CP) •6 • ► " R I , I -\ - MENT (TY
CB-201�
c6-2o3I I I \ • / I 1 1 / / \\ \ - - �\ �1
\PAD=615.70
�a, TE=595.90 \ \ \ \ T - --��
sad \ \ \ ! �67o y / ° i$ R / / ( I I I ) I I 11 0l Ipb' \ \ \ \ \ " \ / / �_ - - 601- -
//1l/l IN,5996 0 J
/ J/ / II \ `{�
598.30
,p AD=614130 �/\ ^ \ \� I •' • /o \ \ 1 I I 1 / -- ------------- \ \ -
/FPE�59�6.10\
115
/ \ /// / \ \ FPE=59s����
4\ 4A � Q\ \ 4 4
� ^/ Q E� � �
I I \ \ \ \ \ - r- \ �qD-612 20 I Q Q -_ NE A L PL N„ 7 �1
\\ \ I FPE�9fi.50 PAD=611.65 I I Q Q / �NU CH NCE F�OD Q Q Q
�FRE 5�6.20� (r / Q/ 4 HA A C DIT1pNS Q Q 4 Q Q Q l� J Q
44Q�QQVQQ 4QQ Q QQ1
-\ - 2�-I�A �I �� J Q a a Q Q 4 a
\ `. \ `_�/ / UR INAG�'EASEME ( - I- / / / / / Q Q a /� / a Q Q / \ Q Q Q Q Q 4 4`
\,� j Aso 1 1-204 \ .. +- \ / /Q a Q Q '�1 44
���..i��/�\ 4 � � ' I ��� \ � 61 / � 9/ /1 ''� /� Q l55�1-
\ /r (� TW-668. ~ �-�� \ ' i / / / / E ' ESNII TYP. vo` v/ l "� \ - �1 �� �4 S s 4 4
\� `l\\1` \ / I 4B 59�\s�. _ r/ // ,(4Q)� Q� ^/4,�Q4�Q4SS
4ZO E FL4ADW Y V a/=5�6.83 \�- Q 4 /
�1 AE41
6 � l� v �X1 4(�� Q Q 4 4 4 wizL Q\4�� 4 Q Q 4\ _ �/�iQ �q �Q/a Q / Q 4 4 4Q 4 4 44
Q4
\\\Nh \\\\\�\\� \ I Q4 (�-4Q44Q 4Q 4rz�l �Qa -9,� Q-- B��v�14/Q 44is�/4-4 4Q 4/�'-SAAII4A�R 1N,�R�AS�fEN� 4Q 4QQ QQ 4Q 1
RE�NI JIrAA 4 _� 59 .5�d Q 41 Q Q 4 Q Q 4
44 4 G�AFE Y R IL ( E D ✓ �- S`' 4 Q �B 3Z4fgQ38) Q Q Q 4 Q Q Q 1
\� �,•,�\ \� - I�- BY 0�1Es"1�Q \ J4 Q Q Q_Q Q Q a, QQ 4QQ 4 4 Q 4 Q 4QQ 4�Q Q QI
jT
LJ
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
LAND PARTNERS
Z
J
W
O
2
U
-
aw
J
-
LU
W
Q
Q
LL
p
00
(V
Ina
rl
Z
W
a
z
LU
J
J
VAWw
Cr
LLJ
CA
a
J
U
Q
=
w
>
z
O
�
w
o
z
0
z
J
LL
O
LLImc
z
O
�.v0 •\\A CARD
*THE JOHN R. •:
c�i McADAMS z
= ?COMPANY, INC.
C - 0 2 9 3 V�
� -. 7
:Q r
03 289
�yLG
N� R. VAN v �.�`�•
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-G1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=40'
DATE
01. 17. 2020
SHEET
GRADING AND STORM
DRAINAGE PLAN
WEST
C so4

PIPE TABLE - SD-400
PIPE SIZE
PIPE LENGTH
PIPE
PIPE NAME
(IN)
(FF)
PIPE SLOPE
MATERIAL
EW-400 - EW-401
24
64
1.49%
RCP
SD-100
PIPE TABLE
- SD-100
PIPE
NAME
PIPE SIZE
(IN)
PIPE LENGTH
(FF)
PIPE SLOPE
PIPE
MATERIAL
JB-101
-
CB-102
30
41
0.60%
RCP
CB-103
-
CB-104
30
279
0.61%
RCP
EW-100
- JB-101
30
41
0.61%
RCP
CB-102
-
CB-103
30
104
0.62%
RCP
CB-103
-
CB-112
15
26
0.75%
RCP
CB-112
- DI-113
15
137
0.62%
RCP
DI-113
-
DI-114
15
121
0.62%
RCP
DI-114
-
DI-1
15
15
118
0.63%
RCP
CB-104
-
CB-105
18
27
0.75%
RCP
CB-105
-
CB-106
18
42
0.60%
RCP
CB-106
-
CB-107
18
27
0.75%
RCP
CB-107
-
CB-108
15
79
0.76%
RCP
CB-108
-
CB-109
15
27
0.75%
RCP
CB-104
-
CB-110
15
40
3.89%
RCP
CB-110
- CB-111
15
26
0.75%
RCP
CB-102 DI-114
T/C=605.37 T/G=606.57
INV IN=596.10 (CB-103) INV IN=602.00 (DI-115)
INV OUT=596.00 INV OUT=601.90
CB-103
DI-1 15
T/C=607.26
T/G=605.28
INV IN=599.90 (CB-112)
INV OUT=602.75
INV IN=596.85 (CB-104)
EW-100
INV OUT=596.75
INV OUT=594.50
CB-104
T/C=606.25
INV IN=599.55 (CB-105)
JB-101
INV 9.8(CB-110)
RIM=603.78
O=
UT
INV UT598.55
INV IN=595.75 (CB-102)
INV OUT=595.65
CB-105
T/C=606.25
INV IN=599.85 (CB-106)
INV OUT=599.75
CB-106
T/C=605.68
INV IN=600.45 (CB-107)
INV OUT=600.10
CB-107
T/C=605.68
INV IN=600.90 (CB-108)
INV OUT=600.65
CB-108
T/C=606.47
INV IN=601.60 (CB-109)
INV OUT=601.50
CB-109
T/C=606.59
INV OUT=601.80
CB-110
T/C=606.52
INV IN=601.45 (CB-111)
INV OUT=601.35
CB-111
T/C=606.40
INV OUT=601.65
CB-112
T/C=607.26
INV IN=600.20 (DI-113)
INV OUT=600.10
DI-113
T/G=603.96
INV IN=601.15 (DI-114)
INV OUT=601.05
SD-400
EW-400
INV OUT=620.90
S D-600
PIPE TABLE - SD-600
PIPE NAME
PIPE SIZE
(IN)
PIPE LENGTH
(FT)
PIPE SLOPE
PIPE
MATERIAL
EW-600 - DI-601
24
50
0.60%
RCP
DI-601 - DI-602
24
142
0.60%
RCP
DI-602 - DI-603
24
116
0.60%
RCP
DI-603 - CB-604
18
72
0.63%
RCP
CB-604 - CB-605
15
54
0.65%
RCP
CB-605 - CB-606
15
37
0.68%
RCP
CB-606 - DI-607
15
138
0.54%
RCP
CB-604
T/C=608.36
INV IN=600.40 (CB-605)
INV OUT=600.15
CB-605
T/C=609.1 1
INV IN=600.85 (CB-606)
INV OUT=600.75
CB-606
T/C=609.35
INV IN=601.20 (DI-607)
INV OUT=601.10
DI-601
T/G=604.82
INV IN=597.55 (DI-602)
INV OUT=597.45
DI-602
T/G=605.61
INV IN=598.50 (DI-603)
INV OUT=598.40
DI-603
T/G=605.72
INV IN=599.70 (CB-604)
INV OUT=599.20
DI-607
T/G=604.45
INV OUT=601.95
EW-600
INV OUT=597.15
S D-200
PIPE TABLE - SD-200
PIPE NAME
PIPE SIZE
(IN)
PIPE LENGTH
(FF)
PIPE SLOPE
PIPE
MATERIAL
CB-201
-
CB-202
24
71
0.92%
RCP
CB-202
-
CB-203
15
32
0.63%
RCP
CB-203
-
CB-205
15
43
2.21%
RCP
CB-203
- DI-204
15
138
0.58%
RCP
CB-210
-
CB-211
24
27
0.75%
RCP
CB-206
-
CB-207
24
111
1.57%
RCP
FES-200
- CB-201
24
49
1.82%
RCP
CB-202
-
CB-206
24
70
2.35%
RCP
CB-207
-
CB-210
24
97
5.18%
RCP
CB-211
-
CB-212
18
120
1.39%
RCP
CB-212
-
CB-215
15
257
2.23%
RCP
CB-215
-
CB-218
15
227
2.28%
RCP
CB-218
- DI-219
15
137
0.78%
RCP
CB-215
-
CB-216
15
26
1.70%
RCP
CB-215
- DI-217
15
137
0.60%
RCP
CB-212
-
CB-213
15
26
1.40%
RCP
CB-212
- DI-214
15
137
0.92%
RCP
CB-207
-
CB-208
15
27
0.75%
RCP
CB-208
- DI-209
15
138
0.58%
RCP
SD-500
PIPE TABLE - SD-500
PIPE SIZE
PIPE LENGTH
PIPE
PIPE NAME
(IN)
(FT)
PIPE SLOPE
MATERIAL
CB-500 - CB-501
15
26
3.06%
RCP
CB-201
CB-213
T/C=609.35
T/C=621.56
INV IN=603.00 (CB-202)
INV OUT=616.81
INV OUT=602.90
CB-215
CB-202
T/C=627.76
T/C=611.68
INV IN=621.26 (CB-218)
INV IN=603.75 (CB-206)
INV IN=622.26 (CB-216)
INV IN=604.40 (CB-203)
INV IN=620.96 (DI-217)
INV OUT=603.65
INV OUT=620.86
CB-203
CB-216
T/C=61 1.28
T/C=627.76
INV IN=604.70 (CB-205)
INV OUT=622.71
INV IN=604.70 (DI-204)
INV OUT=604.60
CB-218
T/C=633.15
CB-205
INV IN=626.54 (DI-219)
T/C=610.45
INV OUT=626.44
INV OUT=605.65
DI-204
CB-206
T/G=608.04
T/C=613.29
INV OUT=605.50
INV IN=605.50 (CB-207)
INV OUT=605.40
DI-209
T/G=61 1.72
CB-207
INV OUT=609.20
T/C=616.15
INV IN=607.35 (CB-210)
DI-214
T/G=619.32
INV IN=608.10 (CB-208)
INV OUT=616.38
INV OUT=607.25
CB-208
DI-217
T/G=623.48
T/C=616.06
INV OUT=621.78
INV IN=608.40 (DI-209)
INV OUT=608.30
DI-219
CB-210
T/G=629.68
T/C=618.64
INV OUT=627.60
INV IN=612.50 (CB-21 1)
EW-200
INV OUT=612.40
INV IN=602.00
CB-211
T/C=618.68
INV IN=613.20 (CB-212)
INV OUT=612.70
CB-212
T/C=621.44
INV IN=615.12 (CB-215)
INV IN=616.44 (CB-213)
INV IN=615.12 (DI-214)
INV OUT=614.87
CB-500
T/C=603.80
INV IN=599.05 (CB-501)
CB-501
T/C=604.1 1
INV OUT=599.86
PIPE TABLE - SD-300
PIPE NAME
PIPE SIZE
(IN)
PIPE LENGTH
(FF)
PIPE SLOPE
PIPE
MATERIAL
JB-301 - DI-302
48
53
0.66%
RCP
DI-302 - DI-303
30
210
3.23%
RCP
DI-303 - DI-304
30
138
0.69%
RCP
CB-319 - CB-320
15
19
0.80%
RCP
CB-320 - DI-321
15
141
0.60%
RCP
CB-325 - CB-326
36
113
0.62%
RCP
CB-326 - CB-327
15
26
0.77%
RCP
CB-331 - CB-333
36
84
0.59%
RCP
CB-335 - CB-336
15
27
0.75%
RCP
CB-337 - CB-338
15
27
0.75%
RCP
CB-331 - CB-332
15
32
0.62%
RCP
CB-339 - CB-340
18
100
1.44%
RCP
DI-302 - DI-312
42
194
0.62%
RCP
DI-312 - DI-313
42
63
0.63%
RCP
CB-317 - CB-318
42
27
0.75%
RCP
CB-318 - CB-319
36
153
0.59%
RCP
CB-319 - JB-322
36
27
0.57%
RCP
JB-322 - CB-323
18
43
3.02%
RCP
CB-323 - CB-324
15
26
0.75%
RCP
JB-322 - CB-325
36
54
0.64%
RCP
JB-308 - DI-309
18
146
1.68%
RCP
DI-309 - DI-311
15
139
1.23%
RCP
DI-309 - DI-310
15
124
1.37%
RCP
DI-313 - CB-314
15
153
2.44%
RCP
DI-304 - DI-305
15
137
4.34%
RCP
CB-355 - CB-356
24
157
1.11%
RCP
CB-314 - CB-315
15
27
1.12%
RCP
EW-300 - JB-301
48
41
1.1 1 %
RCP
DI-313 - CB-317
42
155
0.61%
RCP
CB-326 - CB-328
36
91
0.60%
RCP
CB-328 - CB-331
36
74
3.67%
RCP
CB-333 - JB-334
36
27
0.73%
RCP
JB-334 - CB-344
36
67
0.60%
RCP
CB-344 - CB-347
30
120
0.62%
RCP
CB-347 - JB-351
30
36
0.70%
RCP
JB-351 - CB-354
24
35
5.66%
RCP
CB-354 - CB-355
24
27
4.30%
RCP
CB-356 - CB-360
18
155
1.00%
RCP
CB-360 - CB-362
18
154
2.21%
RCP
CB-362 - CB-363
15
26
1.47%
RCP
CB-362 - DI-364
15
146
1.28%
RCP
JB-334 - CB-335
24
33
10.31%
RCP
CB-335 - CB-337
24
144
1.28%
RCP
CB-337 - CB-339
18
115
1.82%
RCP
CB-340 -CB-342
15
187
1.69%
RCP
CB-342 - CB-343
15
27
1.05%
RCP
CB-360 - DI-361
15
146
1.24%
RCP
CB-356 - CB-357
15
26
1.85%
RCP
CB-356 - DI-358
15
146
0.60%
RCP
DI-358 - DI-359
15
67
0.70%
RCP
CB-340 - CB-341
15
27
0.73%
RCP
CB-347 - DI-348
18
117
1.02%
RCP
DI-348 - DI-349
15
153
1.70%
RCP
DI-349 - DI-350
15
204
1.79%
RCP
JB-351 - CB-352
15
63
0.65%
RCP
CB-352 - CB-353
15
26
3.96%
RCP
DI-304 - CB-306A
24
160
0.90%
RCP
CB-306A - CB-307A
24
26
0.75%
RCP
CB-307A - CB-307B
24
4
2.31%
RCP
CB-307B - JB-308
18
17
5.33%
RCP
CB-344 - CB-345
15
27
0.57%
RCP
CB-345 - DI-346
15
138
0.58%
RCP
CB-315 - DI-365
15
72
0.83%
RCP
DI-365 - DI-316
15
88
1.94%
RCP
CB-306A - CB-306B
24
4
2.31%
RCP
CB-328 - CB-329
15
27
0.75%
RCP
CB-329 - DI-330
15
138
0.58%
RCP
REFERENCE ELEVATIONS:
ALL CB T/C ELEV = TOP OF CURB ELEVATION
ALL DI/JB GROUND/RIM ELEV = TOP OF GRATE/COVER ELEVATION
SD-300
CB-306A
CB-337
DI-305
T/C=619.31
T/C=621.90
T/G=617.70
INV IN=608.25 (CB-307)
INV IN=616.45 (CB-339)
INV OUT=613.45
INV IN=608.25 (CB-3066)
INV IN=616.70 (CB-338)
DI-309
DI-309
INV OUT=608.20
INV OUT=615.95
5.31
CB-3068
CB-338
INV IN=612.80 (DI-31 1)
T/C=619.30
T/C=621.92
INV IN=612.80 (DI-310)
INV OUT=608.35
INV OUT=616.90
INV OUT=612.55
CB-307
CB-339
DI-310
T/C=619.05
T/C=623.67
T/G=617.04
INV IN=608.50 (CB-3076)
INV IN=618.65 (CB-340)
INV OUT=614.50
INV OUT=608.45
INV OUT=618.55
DI-311
CB-3078
CB-340
T/G=617.12
T/C=619.30
T/C=625.22
INV OUT=614.50
INV IN=609.10 (JB-308)
INV IN=620.35 (CB-342)
DI-312
INV OUT=608.60
INV IN=620.35 (CB-341)
T/G=616.23
CB-314
INV OUT=620.10
INV IN=598.70 (DI-313)
T/C=616.51
CB-341
INV OUT=598.60
INV IN=608.90 (CB-315)
T/C=625.32
DI-313
DI-313
INV OUT=608.80
INV OUT=620.55
9.72
CB-315
CB-342
INV IN=599.20 (CB-317)
T/C=616.77
T/C=628.10
INV IN=605.08 (CB-314)
INV IN=609.30 (DI-365)
INV IN=623.60 (CB-343)
INV OUT=599.10
INV OUT=609.20
INV OUT=623.50
DI-316
CB-317
CB-343
T/G=614.21
T/C=610.13
T/C=628.13
INV OUT=611.70
INV IN=600.25 (CB-318)
INV OUT=623.88
INV OUT=600.15
DI-321
CB-344
T/G=607.24
CB-318
T/C=619.69
INV OUT=604.70
T/C=610.25
INV IN=612.30 (CB-347)
DI-330
INV IN=600.95 (CB-319)
INV IN=611.65 (CB-345)
T/G=611.07
INV OUT=600.45
INV OUT=609.90
INV OUT=608.55
CB-319
CB-345
T/C=612.48
T/C=619.57
=T/G 61
T/G
INV IN=603.65 (JB-322)
INV IN=61 1.90 (DI-346)
INV OUT=61612.70
INV IN=603.60 (CB-320)
INV OUT=611.80
INV OUT=601.85
CB-347
DI-348
CB-320
T/C=621.08
T/G=618.04
T/C=612.74
INV IN=613.15 (JB-351)
INV IN=615.50 (DI-349)
INV IN=603.85 (DI-321)
INV IN=614.05 (DI-348)
INV OUT=615.25
INV OUT=603.75
INV OUT=613.05
DI-349
CB-323
CB-352
T/G=622.45
INV IN=618.20 (DI-350)
T/C=611.55
T/C=622.65
INV OUT=618.10
INV IN=606.85 (CB-324)
INV IN=617.46 (CB-353)
INV OUT=606.60
INV OUT=617.36
DI-350
CB-324
CB-353
T/G=624.24
INV OUT=621.85
T/C=61 1.55
T/C=622.91
INV OUT=607.05
INV OUT=618.51
DI-358
CB-325
CB-354
T/G=625.34
INV IN=621.00 (DI-359)
T/C=613.36
T/C=623.13
INV OUT=620.90
INV IN=604.35 (CB-326)
INV IN=616.13 (CB-355)
INV OUT=604.25
INV OUT=615.88
DI-359
CB-326
CB-355
T/G=623.47
INV OUT=621.47
T/C=614.82
T/C=623.20
INV IN=605.15 (CB-328)
INV IN=617.52 (CB-356)
DI-361
INV IN=609.95 (CB-327)
INV OUT=617.27
T/G=628.51
INV OUT=605.05
INV OUT=625.28
CB-356
CB-327
T/C=626.42
DI-364
T/C=614.93
INV IN=621.67 (CB-360)
T/G=631.72
INV OUT=610.15
INV IN=621.52 (CB-357)
INV OUT=628.85
CB-328
INV IN=620.02 (DI-358)
DI-365
T/C=616.20
INV OUT=619.27
T/G=612.52
INV IN=605.80 (CB-331)
CB-357
INV IN=610.00 (DI-316)
INV IN=607.45 (CB-329)
T/C=626.51
INV OUT=609.90
INV OUT=605.70
INV OUT=622.01
EW-300
CB-329
CB-360
INV OUT=596.00
T/C=616.23
T/C=629.88
INV IN=607.75 (DI-330)
INV IN=623.32 (CB-362)
INV OUT=607.65
INV IN=623.47 (DI-361)
JB-301
INV OUT=623.22
RIM=607.00
CB-331
INV IN=596.55 (DI-302)
T/C=617.49
CB-362
INV OUT=596.45
INV IN=608.60 (CB-333)
T/C=632.85
INV IN=612.30 (CB-332)
INV IN=628.27 (CB-363)
JB-308
JB-30
INV OUT=608.50
INV IN=626.98 (DI-364)
RIM=INV 67
9.4
19.4 .10 (DI-309)
CB-332
INV OUT=626.73
INV OUT=610.00
T/C=617.25
CB-363
JB-322
INV OUT=612.50
T/C=633.16
RIM=612.17
CB-333
INV OUT=628.66
INV IN=603.90 (CB-325)
T/C=618.39
DI-302
INV IN=605.30 (CB-323)
INV IN=609.20 (JB-334)
T/G=619.64
INV OUT=603.80
INV OUT=609.10
INV IN=597.40 (DI-312)
INV IN=598.40 (DI-303)
JB-334
CB-33 5
CB-33 9.74
INV OUT=596.90
RIM=618.50
INV IN=609.50 (CB-344)
INV IN=614.10 (CB-337)
DI-303
INV IN=610.56 (CB-335)
INV IN=614.75 (CB-336)
T/G=617.64
INV OUT=609.40
INV OUT=614.00
INV IN=605.30 (DI-304)
INV OUT=605.20
JB-351
CB-336
RIM=621.92
T/C=619.74
DI-304
INV IN=613.90 (CB-354)
INV OUT=614.95
T/G=615.92
INV IN=616.95 (CB-352)
INV IN=606.75 (CB-306A)
INV OUT=613.40
INV IN=607.50 (DI-305)
INV OUT=606.25
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
p
�U
aw
J
-
Lu
W
-
Q
0
00
N
-
Q
z
WILD
a
z
LU
J
J
VAWwc�
co
or
W
Vl
a
�
Cir-_
U
Q
=
w
>
z
Cr
0
w
o
z
�
z
J
IL
00
W
z
0
�N CARO<
J THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC..: -o
T
C-0293
,o , ' A' ; ,,,,���.
3 289 =
eFtiO
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20.2020 REVS PER 2ND REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-G1
CHECKED BY MVD
DRAWN BY AJB
SCALE N/A
DATE 01. 17. 2020
SHEET
STORM DRAINAGE
NOTES
•

640
640
IGH
POINT
EL
628.27
1
P
I E
EV
629.02
—'2 aMLOW
POINT STA
LOW POINT ELEV
= 13+23.32
= 621.99
1
1
0.0 '
VC
\
PVI STA =
2+96.30
1
o ^
Ki r­
PVI ELEV
K = 20.00
622.61
62
N
+ N
54.03'
VC
N—
W
O
N
p�
W
1
m
+
N
1
O
O
p
O
M
4J
n
N
M
6300
m
30
�
�
M
_
M
I
pae1
01
N
55
N
m
m
1.
0%
r r` i 00
N M (6
CO
0) M
1
1
M
do 4�
M+
+
W
N rn
+
'
EXIS
ING
GRADE
A
'
I
ROA
CE
TER
INE
61
01,
c�
N M co
LJ
/
N W N
W N
1
> a a
a a
� 3 p0%
2 0p
M
PR
OS
D GRAD
AT
/
---
--
-
rn
T
1
\
�
�O
/
Rut-
6"
3"R
P
620
m olo
U U
M
`
20
"
--
--
_
36
R
1
m
m
N
----
--
----
--
----
--
----
_
1RC
----
-
-------I------
----
--
----
--
---
--
urn
1 m
F.
42"1
iL
2
M
--
1 T
----
--
----
--
--
1 M
--
—
--
--
--
----
60
1
--
----
—
0"
CP
/
--
1
--
—
--
/
5"
CP
8" S
1
�
\U
6-
610
\
11
R
P
36"
RC
10
1
—
---------
8"
----
1
CP
1
s
--
----
59
1
1
1
600
E
005851
1
1
10+00
11+00
12+00
13+00
14+00
15+00 16+00
17+00
18+00
19+00
20+00
21+00
22+001
WHISPERING CREEK DRIVE
WHISPERING CREEK
DRIVE
(50' PUBLIC ROW)
a
\
to
+
so
SEE SHEET C5.07 gIIIIIiI
so
145 146 I
�10
I
,
149
I I I
I I I
/
/
MOORES
FARM ROAD i '�, I
143
I
10
I
(50' PUBLIC
N
ROW) i _+
I
I I
/ 152
�
I
I
I
—
CB-327
I
r--_
+
CB-345 SSMH-109
_� _
°°
CB-329
00
�19_
N30
EW-400
�
CB-353
—332
16+00 CB-333
17+00
18+0o
R=10
4
/
3'f
15+00 — �— — -- -- I—
SSMH-108�
1s+
__ pp
�� CB-31
/
/
155 /
O
\
_
SSMH-113
14+00
I—
395.,E
IN3'1340'E
T
� T
—326
�
CB-320
/
�
�,
/ `•
/
I
_ 12+00
m +00 — —
o
_
—�
1
\
I
—
—344
CB-328
USSMH-106
—
\20 00
\
\
Il
m+ — 7 I
I I
CB 336
I
CB-3 25
f—JB-322
21+00
�
\
I
�CB-355 ` ;
I;
i I
—135
1 90 I I I i I
I I
CB-324
\
\ N2252,4j CB-318
I
I
214
O
I I I MANTLE RIDGE DRIVE
189 /
O
I I O
\
B-317
\\♦
2 2+\
_ 314
I
I _ _ _ _ (50 PUBLIC ROW) I
I
I
/
CB-323
SEE SHEET C5.02
I
I
1 I
/
I
SEE SHEET C5.07
I I
� �
/
/ 159
/ ;
/
� ♦ �
OLD EVERGREEN
PARKWAY
158
(54' PUBLIC ROW)
BENT WILLOW DRIVE
(50' PUBLIC ROW)
SEE SHEET
C5•03
(%
Z
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
CA
THE JOHN R. ':
n : McADAMS : z
A :COMPANY, INC.
's C-0293
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
KLP-19000
KLP19000-P1
SAW
AJB
1"=40' / 1"=41
01. 17.2020
PLAN AND PROFILE
WHISPERING CREEK DRIVE
STA. 10+00 THRU STA. 22+00

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
14
M
M
U*1
2
M
M
n
Lr
c
/
1
1
1
CLIENT
KOLTER
LAND PARTNERS
1
1
1
1
LON
P
PVI
INT
STA
EL
= 2
=
+5
05.
.23
7
-�
PVI
EL
KA
=
26
605
13
31
75
09'
VIC
11,
100
EXISTING GRADE AT
ROAD CENTERLINE
V)
co
+CX
r-
1
/
co
+
�n
110 o
—
�
I
I
w)
a
I
PROPOSED GRADE AT
ROAD CENTERLINE
O 0)
I (n
U U
U
N
=
0 o
cNn
1.50
\
m m
U U
4
" RIP
18"
RCP
--
--
----
--
----
15"
RC
15"
-
--
-
1
" R
P
15
_ _
- ---
g"
SS
1
8"
S
LU
1
1
1
1
1 22+00
23+00
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
24+00
25+00
26+00
27+00
WHISPERING CREEK DRIVE
CA
04
THE JOHN R. •:
= n : McADAMS
A :COMPANY, INC.
's C-0293
SEE SHEET CS 04
1 V I I V I L LJ 1% 1 V L-
(50' PUBLIC ROW)
28+00
HERITAGE SUBDIVISION
PHASES 11-14
620
610
•I•
590
585
28+75
00
00
0
RETAINING WALL "D"
W/ SAFETY HANDRAIL
(DESIGN BY OTHERS)
WHISPERING CREEK DRIVE
(50' PUBLIC ROW)
9177
17
1
.-I
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P1
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
(:5
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
WHISPERING CREEK DRIVE
STA. 22+00 THRU STA. 27+96.72
C5w01

640
640
'J
McADAMS
O
O
p
(0 O
N 0
N
O
O
� N
CMO +M
�
II o
Q
(°
d
(N
d
W
1
d
5;
d
2.Op
\
N
630
=
630
620
N
N
I I
�
GRADE AT
620
\
/
_
EXI
ROAD
TING
CENTERLINE
\
I�
PROPOSED GRADE AT
ROAD CENTERLINE
U
-------_
N
I
/
U
U
t0
N
+ c6
a w
NW
a
\
\
/ 15"
RCP
--
-
-
_
-
--
-
_
M
-_
5"
CP
--
_
-
N
U
\
MM�
m m
—
---
1 H---
610
--
_
15"
� MCA
6" RCP
I
610
8..
_-
15"
RCP
---_
--
---------
--
-
-
s
s
600
600
10+00
.SEE SHEET
% S• 05
� T
1 1 +00
y
/ SSMH-212 /
203
_ a /
SSMH-112—`12,
o /
RAGING CREEK DRIVE FES /
(50 PUBLIC ROW) �/EET
CS. OS . 202
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KOLTER
LAND PARTNERS
12+00
13+00
14+00
MANTLE RIDGE DRIVE
13+00
14 K=1228.00'
H-1 1 1--� L=757.63'
CB-342— I -�
I I I
200 I � I I
I I
I I I 199 I I
III198
I I I
MANTLE RIDGE DRIVE
(50- PUBLIC ROW)
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
�N CARO �.,�
.���
N A
•R.
��r 9
THE JOHN ':
" : : '
_
_
I =_
It _
n McADAMS z
= A :COMPANY, INC.:
_
0 6 89
'�.,�',9 '•••......•••gyp �;
.,9,AC'°• .... ••'O�� �.
OF AQ
R. VOA
41AII
15+00
_39—,
I II
I
I
I
I
I
II
I 193
I
I
li
16+00
17+00
18+00
T C5.00 • � /'
SEE SHEE •
1 \\
1
�o.
1
1 1 \ \ \
01
1 11
11 214 \ O CB\ 3\ CB- 5
213 111 \ \ \
1 CB-336
1
............�
17+p0 ,
33
�4— —33
B-337
1
1
II 19 2
I
I II I
HERITAGE SUBDIVISION
PHASES 11-14
1
1
1
1
1
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
17k�25
\SSMH- 9
,o
�o
C 3 \ �/
� �6kg615
P�
a 0006
,.E SHEET C5.00
SE
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-P1
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'/1"=4'
DATE
01. 17.2020
WHISPERING CREEK DRIVE
(50- PUBLIC ROW)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
MANTLE RIDGE DRIVE
STA. 10+00 THRU STA. 17+93.86
C5w0

630
C
C
C
C
+
C
II
U
a
620
610
•es
595
LON
POINT
STA
= 1
+8
.96
HIGH P
INT STA = 16+49.46
LOW
INT
EL
=
619.
0
PVI
STA
= 12+8
5.74
HIGH
PVt
POINT ELEV = 623.27
STA = 17+ 16.54
-_
K
= 2A..30
P
I ELEV = 624.29
K = 26.87
200.00' VC
1.UU
VC
/
�0)
n.
Ln M
M
LO
N.
M
+ N
+
(nU
LJ
CJ
(>>jjU
obi
/
(D
N
U m
th
W
j
\
+
m
EX
STIN
GRADE
AT
cNo
II 010
N
RCAD
GENTERLINE
Q
\
N
a
w
XIST
NG
GR.ADE
AT
a
aROAD
CENTERLINE
o
PRO
OS
D GRADE
AT
\
2'p0
PROPOSED
GRADE AT
I
--
-
ROAD
CENTERLINE
10
OW POINT STA = 19+51.51'-
LOW POINT ELEV = 611.70
23
cn
a
=1�4 •
0
A
cn
I
PVI STA = 19+30.21
PVI ELEV = 611.01
�`
x
I
I I
I
=
K = 10.42
cn
/
_
N
/
c0
CO
r
M
M O)
r
+
+
fD
LJ
�
mm
II
8"
S
N
w M
I
o0
M
d
N
2�
%
I
M
8" SS
\
5" IRCP
4"
CP
15" RCP
\
\
18"
RCP
10+00
SEE SHE IT C5.05
J
10400
I I
I \-SSMH-207
1 1 +00
RAGING CREEK DRIVE
(50' PUBLIC ROW)
e
S47'02'33" 1 i+pp-
146.p
___4
SEHEET
5.03ES5
� •b, a
a.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
12+00
I�•, a
b •
'• 'e I
e I
L I
� I
-�-
� 12+00
_------
SSMH-208J'
KOLTER
LAND PARTNERS
13+00
I
I
�-J6=308 -
GCB-307
13+00
14+00_
GCB-306B `
I
b •
II
I
69
I
I
I
I
1168
I
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
14+00
R_ 1600.00
L=560.67'
15+00
i901MoIl]
BENT WILLOW DRIVE
iVAUIC
iE:l11I*
19+00
620
M
595
20+00 20+25
WHISPERING CREEK DRIVE
(50' PUBLIC ROW)
SHEET C* ,00
SEE 151
\\� CB-325 \ 1
DI-365 187
I I 1 I
I I
I
I � CB320
I
I CB- 7
I 1� H 106�
I I _
_
- 19+00 -
CB-315 1-
7' 13"E
1.0�CB-314
-�SSHM-21
- 17+00 -
�
15+00 11
I - -
_ - 1
p �SSMH-209
THE JOHN R. •:
_ T �.
" n : McADAMS : z '
= El _
= A :COMPANY, INC.
_ 0 6 9
••°•NG
'%,�'9 ••••.......••�� �;
I NEF'�`•
,, 9,pC•••.... .•••ONE
a
•' e
le'• re ,
� 162
163 I �
BENT WILLOW DRIVE
(50' PUBLIC ROW)
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
LJB 1322 I
B-323 1' b
\ I
SEE SHEET C5.00
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-P1
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'/1"=4'
DATE
01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
BENT WILLOW DRIVE
STA. 10+00 THRU STA. 20+11.17
C5w03

630
630
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
WHISPERING CREEK DRIV
(50' PUBLIC ROW)
CLIENT
KOLTER
LAND PARTNERS
IGH
IGH
P01
S
=
12
04.7
I SA
VI ELEV
=
112400.
= 09.00
6
=
3.0
28.0
' V
620
620
,.
10
N
EXISTING GRADE AT
ROAD CENTERLINE
N,
O
\
M
Ln
610 0
,°°. N
�?
610
O
II
c0 +
II O
ul
O
c0
r
_
�
II
c0
II
N
Q
W
J
m
U
H
(n
J
W
as
as
I j
2q
-150•
I as
2
0
PRO
ROAD
OS
CENTERLINE
D GRADE
AT
N
OO
18
RC
1
RCP
600
--
--
-
--
--
-
-
600
-
-
--
--
-
--
0
CP
590
590
10+00
SEE SHEET C
I
uB-11
SEE SHEET CS.O
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
1 1 +00
12+00
13+00
GRACE POINTE DRIVE
CARO<
THE JOHN R.
n : McADAMS : z
A :COMPANY, INC.:
's : C-0293 *OF
N�
\\,,,111111 ///,
\A <��'
-
E
6 89 =
�,�••.. ..••aN
R. VAN
14+00 14+25
GRACE POINTE DRIVE
(50' PUBLIC ROW)
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P1
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
i D
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
GRACE POINTE DRIVE
STA. 10+00 THRU STA. 14+00.53
C5w0
4
www.mcadamsco.com

650
650
630
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
1
HIGH POINT STA =
1
I
I
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
N0. DATE
CA
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
THE JOHN R. ':
= n : McADAMS
A :COMPANY, INC.
% C-0293
%,'••.,,.• IR'� -c
HERITAGE SUBDIVISION PLAN INFORMATION PLAN AND PROFILE
PROJECT NO. KLP-19000 RAGING CREEK DRIVE
PHASES 11 14 FILENAME KLP19000-P1 STA. 10+00 THRU STA. 17+00
CHECKED BY SAW
OLD EVERGREEN PARKWAY DRAWN BY AJB
SCALE 1"=40'/1"=4'
TOWN OF INDIAN TRAIL &VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020 C5w05

630
ILI
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
RAGING CREEK DRIVE
(50- PUBLIC ROW)
CLIENT
KOLTER
LAND PARTNERS
M
m
V)
m
m
n
C)
Ln
1
1
1
1
1
EXISTING
ROAD
GRADE
CENTERLINE
AT
620
1
I
m
I
-
1
LO
0
U
m
o
__j
w
0
610
1
=
41
N
r
PROPOSED
ROAD
C
G
NTE
DE AT
LINE
--
-
CP
24
RC
vNi
1
1
-
-
N
o
M
�-
x
g
(n
I
M
U
N
I
1
'
0
RoO
5"
RCP
S
_
600
Lt
1
" SS
24"
RC
Cp
1
1
1
1
1
590
1
1
1
1
1
1
17+00
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
18+00
19+00
20+00
RAGING CREEK DRIVE
CARO< 4�e'%
THE JOHN R. •:
= n : McADAMS
A :COMPANY, INC.:
's C-0293 N�
T-
0689
EW-200
\ CB-201
� Y
21 +00 21 +25
114
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P1
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
401
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
RAGING CREEK DRIVE
STA. 17+00 THRU STA. 21+04.05
C5w06
www.mcadamsco.com

650 650 630 1
HIGH POINT STA
11+30.23
=
HIGH POINT ELEV = 638.23
HIGH POINT STA = 20+12.97
HIGH POINT ELEV = 618.12
1
PVI STA = 1 1 +35.77
VI ELEV = 638.54
PVI STA = 20+50.47
PVI ELEV = 616.24
K = 20.63
K = 162.08
71.07' VC
75.00' VC
M
N
O
O
N
1
O
00
7
co
N
LJ
U
LJ
U
W
N
o�
"
m
°°
m
1
0,6
6400
�
40
62
N
1
%
N
POP
ROAD
SED GRADE
EN ERLIE
A
IGH POINT STA = 19+01.94
HIGH POINT ELEV = 622.80
CONTRATO
AS -BUILT
CONSTRUCTING
PRIOR
TO
TIE
TO
IN
�
`2
PVI
STA = 19+31.40 622.20
PVI ELEV = K = 20.00
58.93' VC
=
1
toN co
I
U
00
N
N
C
r'�
O
N
EXIS
ING
GRADE
A
ROADCE
TER
INE
_
—
N
2.0
%
U
_
—
_
30
630
_IJ
\
_
mI\
1
_
--
-_
N
1
1
RCP
_
1
1
-
--
--
--
MM
I I
I
-
-
--
-
--
-
- —
15'
RC
\
c� c>
�n
M
1
620
--
----
--
20
60
1
2
R
P
15"
RCP
9,
1
2
R
P
2
R�
S
1
1
1
59
610
1
605
05
58
1
1
10+00
10+00
_ _
-------------
�M
— M
41
OLD EVERGREEN PARKWAY
(54' PUBLIC ROW)
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
1 1 +00
12+00
13+00
_ 12+ 00
S47.02,
' SSMH-117 33E�
240.41 • /T_
' 0 73+00
0
132
CLIENT
KOLTER
LAND PARTNERS
•� I
14+00
14+00
SSMH-116
15+00
16+00
OLD EVERGREEN PARKWAY
62
1
1
1
1
140
1
17+00 18+00
MOORE FARM ROAD
(50' PUBLIC ROW)
O
11 \ \
19+00
20+00
o A
0
to
s
CB-353
CB 35 \� / •p
� p �p
CB-3
1 1 /
A
�_- CB-356� B-35
19kp0
R_ 1000.0� '
��-- 15+00 16+W 1�L-_700.18 CB-357
363 —
SSMH-115 /
DI-350 —
------
--------------
SEE S�EET CS.O••----- ------------------------------------------
S ----
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
THE JOHN R. ':
= n : McADAMS
A :COMPANY, INC.
's : C-0293 ,�Q
%,'••.,,••
E
0689 =
R.
WHISPERING CREEK DRIVE
(50' PUBLIC ROW)
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
`SSMH-
EE SHEEN
5
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P1
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
21
1
OLD EVERGREEN PARKWAY
(54' PUBLIC ROW)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
OLD EVERGREEN PARKWAY
STA. 10+00 THRU STA. 20+00
C5w07
www.mcadamsco.com

1 650 630 630
SEWER BYPASS PUMPING STANDARD NOTES:
PROPOSED SEWER LINE SHALL BE FULLY INSTALLED, TESTED AND APPROVED BY UCPW BEFORE
BYPASS PUMPING CAN BE STOPPED.
THE CONTRACTOR SHALL HAVE ALL NECESSARY PERSONNEL, EQUIPMENT, AND MATERIALS ON SITE
BEFORE BEGINNING BYPASS PUMPING OPERATIONS.
THE VENDOR/CONTRACTOR SHALL PROVIDE A BYPASS PUMPING PLAN FOR UCPW'S REVIEW AND
APPROVAL. PLAN SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING ITEMS:
ESTIMATED START DATE FOR BYPASS PUMPING
DURATION OF BYPASS PUMPING
SIZING CALCULATIONS FOR PUMPS TO ADEQUATELY HANDLE SEWER FLOWS.
LIST OF IMPACTED CUSTOMERS WITH ADDRESSES
BACKUP PLAN FOR PUMP FAILURE. IF BYPASS PUMPING OPERATIONS ARE TO CONTINUE
DURING HOURS OF NO CONSTRUCTION (NO CONSTRUCTION PERSONNEL ONSITE) THE
CONTRACTOR WILL NEED TO PROVIDE AN AUTO DIALER SYSTEM.
- EMERGENCY CONTACTS
ONCE UCPW APPROVES THE BYPASS PUMPING PLAN, A NOTIFICATION OF START DATE MUST BE
GIVEN TO UCPW'S INSPECTOR 10 BUSINESS DAY PRIOR TO ANY BYPASS PUMPING OPERATIONS
STARTING.
UCPW WILL NOT ALLOW THE START OF BYPASS PUMPING OPERATIONS IF A LARGE RAIN EVENT IS
PREDICTED DURING THE DURATION OF THE BYPASS PUMPING OPERATION.
IF AN AUTO DIALER IS REQUIRE THE CONTRACTOR SHALL BE THE PRIMARY CONTACT WITH THE
ENGINEER AS THE SECONDARY.
ALL SEWER LINE REPLACEMENTS/RELOCATIONS THAT REQUIRE BYPASS PUMPING SHALL BE DIP.
PVC WILL NOT BE ALLOWED, SO AS TO NOT REQUIRE THE 30 DAY MANDREL TEST.
UCPW WILL CONTACT IMPACTED CUSTOMERS PER UCPW STANDARDS
CONSTRUCTION SEQUENCE:
1) INSTALL ALL NECESSARY TRAFFIC CONTROL MEASURES.
2) SET UP ALL EQUIPMENT NECESSARY FOR BYPASS PUMPING OPERATIONS.
3) PLUG THE UPSTREAM AND DOWNSTREAM PIPES TO ISOLATE THE WORK AREA.
4) START BYPASS PUMPING OPERATIONS
5) INSTALL ALL PROPOSED SEWER INSIDE THE WORK AREA (SEWER SHALL BE BACKFILLED
BEFORE TESTING CAN BEGIN.
6) PREFORM ALL REQUIRED TESTING AND SUBMIT ASBUILT PLANS AND ENGINEER'S
CERTIFICATION.
A. PRESSURE TEST
B. VISUAL INSPECTION
C. VIDEO INSPECTION OF LATERALS
7) ONCE THE PROPOSED SYSTEM HAS BEEN TESTED AND ACCEPTED BY UCPW, THE PLUGS CAN
BE REMOVED AND THE BYPASS PUMPING CAN BE STOPPED.
8) ANY EXISTING SEWER CAN BE REMOVED OR ABANDONED IN PLACE PER UCPW STANDARDS.
McADAMS
OLD EVERGREEN PARKWAY
(54' PUBLIC ROW)
M
M
V)
M
M
n
U'1
O
1
1
HIGH
P01
T
EV
1= 6
8.1
113VI
LEV
= 6
6.2
5.0
' V
1
N
n
HIG
PINT
LEV
=
11.9
1
c6
+
PVI
L
=
11.
8
. L.i
N
45.
4'
C
1
0°
co
rn m
1
40
62
+
+44
620
N
N
w
p
M
1
L
W
OIN
EL
=
604.07
m
+
mm
NT
-
LEV
= 622.81)
P
I EL
K
=
60
2).00
.70
II
Q
ai
LEV
=
22.2
195.99
VC
N
w
1 58.
' V
� m
+
�se
LO
+0
co
cc
n
N
N
w
fN U
2
7%
1
w
m
/
1
�
\
30
s
610
1
�
1
/
1
+
I
ROP
AD
SED
CEN
GRADE
ERL
NE
T
I
�
IM
/
m
1
1
620
600
15"
RCP
600
1
41
E
R
ISTI
AD
G
ENT
G ADE
RLI
AT
E
1
1
�
/
1
�
6
F
OR
UGA
ED
1
PI
83'
EACH
RI
E X
128'
SPAN
'
PIP
83"
AR
RISEX
H
1
8"
PA
1
1
59
IN
IN
IN
OU
590
=5
23
8.8
INV
INV
IN=
OUT
90.23590
58
.85
�
INV:
589
56
INV:
581.56
_
1
1
CU
IV
VER
CIAP--
(BtJRIE1)
05
58
IN
OU =58
.85
INV:
585
56
585
20+00
SEE SHEET C5.00
e
142 I
CB-353
rn `
m-CB-355
- � d
m
+00
C17
Or )B-3b].
-__
' -----______CB_ 347
-
\,-SSMH-113
WHISPERING CREEK DRIVE SEE SHEET 75.00
(50' PUBLIC ROW)
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
K LTE R
LAND PARTNERS
21 +00
MOORE FARM ROAD
(50' PUBLIC ROW)
h21
=20+0
-I
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
22+00
23+00
OLD EVERGREEN PARKWAY
pppppp ��
7pppp�pp
p
60 LF 11' CMP CULVERT (BURIED)
INV IN=586.23
INV OUT=584.85
�I L
V9 3
411.6�
-7 V _�/
_~-'--- ppp �_, pp�
p v p p
(N CARO
THE JOHN R.
= n : McADAMS z =
:COMPANY, INC. 12
T C-0293
FOF�(
24+00
25+00
26+00
v v p V V
ppIp 'V% v vppppp�ppp�
Opipp pp �ppppp�ppppp
i pppp;` p� pp ppppppppp
p� IV p�p ppppppppp
p --/4 A t- -
. -p • \•1 � -v a v e • e
e' V
(2) 60 LF CORRUGATED 1 p p p p pp p p p
PIPE ARCH
83" RISE X 128" SPAN p p p
INV IN=590.23 1p p p p p p
IvNV OUT=588.85 p p p p p p
�p vp`� pppppp p
ppp v, 2' pppp
20' GREENWAY ESMT. (TYP.)
10' GREENWAY (TYP.)
HERITAGE SUBDIVISION
PHASES 11-14
26+00
�l
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
27+00
-E-vR.GREEN PARKW Y /
(54,PUBLIC ROW)
26.,,80
• 10
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P1
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
OLD EVERGREEN PARKWAY
STA. 20+00 THRU STA. 26+80.10
C5e0
8

McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640 640
630 3.5' 630
OF lGH
EN R INE F IGHT
620 620
3S.
\ CENTER LINE OF SIGHF
O
\ II
\ t
610 610
3.5'
600 600
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
INTERSECTION OF WHISPERING CREEK DRIVE AND OLD EVERGREEN PARKWAY
pVppppV -p7pvv
°op°b°°°op
ppp°°
p pp pppp pppp
/, I oc—pp° ppp
�� p p p p p p p° p
Qm
CL
who
` ` w --
_ _ EEN PA W
_-
6+ OLD VERG_I -- , RK AY
s
00
Sz
� p °
- __-------------------- - - - -
---------------------
� � I
/
li/ // 211 I C I I I I 212 I' � 213 I 214
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
CARO<
THE JOHN R.
= n : McADAMS
A :COMPANY, INC.:
's C-0293OF AQ\
N�
I
I
I 143 I
I
I
I
p
° pppp
p`
ppppp �\ ,pp�i
ppp � ;\ppp
�7°
HERITAGE SUBDIVISION PLAN INFORMATION
PROJECT NO. KLP-19000
PHASES 11 14 FILENAME KLP19000-P2-LOS
CHECKED BY SAW
OLD EVERGREEN PARKWAY DRAWN BY AJB
SCALE 1"=40'/1"=4'
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF WHISPERING CREEK
DRIVE AND OLD EVERGREEN PARKWAY
5w09

McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640 640
3.5'
630 630
H /
_ IN
g35 �
CENTEF LINE OF SIGHT
620 / 620
\,0 II
+
i
i
-EXI';TINC GRADE ALON3
CENTER LIN OF SIGHT
610 / 610
33
600 / 600
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
INTERSECTION OF MOORE FARM ROAD AND OLD EVERGREEN PARKWAY
\ Q p p
\\ QQQp
jr-.
OLD--EV ERG_ -R-E-E N PAR-K--W AY_ ___ -----------
(53' PUBLIC R/W)
1 +00 2+00
Q Q p \ Q Q Q Q p
,QQQ. QQQ°
Q p
° At
�Q�QQ4QQQQQpQ
QQ
Q
QQ�Qp°°QQQQ
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
CARO<
THE JOHN R.
= n : McADAMS
A :COMPANY, INC.
's C-0293OF AQ\
N�
- /
1 — 64-0 \ J
A 1 + \\
I
0
U
J
LL
o
142
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
HERITAGE SUBDIVISION PLAN INFORMATION
PROJECT NO. KLP-19000
PHASES 11 14 FILENAME KLP19000-P2-LOS
CHECKED BY SAW
OLD EVERGREEN PARKWAY DRAWN BY AJB
SCALE 1"=40'/1"=4'
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF MOORE FARM
ROAD AND OLD EVERGREEN PARKWAY
C5w10

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
650 650
640 640
00' A AILq LE INE
IOF
SURFACE DISCREPANCY IS DUE TO THE GRADS 5'
BEING CREATED FROM THE ADJACENT PROPE TY'S \
DEVELOPMENT PROPOSED GRADES, SURVEYED 33 '
EXISTING GRADES, AND GIS EXISTING GRADES. PRO:IOSE D G ZADE ALO G E
CENTER INE OF 3IGHT\ OF IGN
630 \ I I 630
EXI TIN GR DE LO G
CE TER LIN OF SIG T
620 620
610 610
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
INTERSECTION OF RAGING CREEK DRIVE AND OLD EVERGREEN PARKWAY
0+00
~------I----- —1+oo + — —
CLIENT
KOLTER
LAND PARTNERS
I ,
I I I I I
I I I I
I I �j (1-3-7)
SOLD EVERGREEN PARKWAY
(53' PUBLIC R/W)-
- — — — —
_ _ 3+
I — -
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
CA
THE JOHN R. •:
n : McADAMS : z
A :COMPANY, INC.
's C-0293OF AQ\
I \ \
I 1
I ' \
I III \
203 II 204 , 205 I \
T-
0689 =
� • eFNC I NEF'�e��v ;;
411,111
HERITAGE SUBDIVISION PLAN INFORMATION
PROJECT NO. KLP-19000
PHASES 11 14 FILENAME KLP19000-P2-LOS
CHECKED BY SAW
OLD EVERGREEN PARKWAY DRAWN BY AJB
SCALE 1"=40'/1"=4'
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079 DATE 01. 17.2020
(;D
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF RAGING CREEK
DRIVE AND OLD EVERGREEN PARKWAY
C5w11

McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640 640
630 1 1 1 1 1 1 1 630
EX'
TIN GR DE LON
CE TER LINE OF SIGHT
IGHT
i
PRO OSE G DE ALO G
CENTER LINE OF IGH
35' _
5 IGHT 6 620 20
i
3.5
\ II
610 \ / 610
it
600 600
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
INTERSECTION OF MANTLE RIDGE DRIVE AND WHISPERING CREEK DRIVE
MOO
RE F
(50-PUgM RC
)AD
0+00 - -
---- 1+00
i -
I
I '
I
I
� F I
II
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
WHISPERING CREEK DRIVE -
(50' PUBLIC R/W)
I ,
I
II
I
I
I
� 214 I
I..
I
'
♦♦♦� �N CARO ",
�/
.��� N A
�/
♦ ,
\ %
THE JOHN R.
T- ;•
= n : McADAMS
= A :COMPANY, INC.
_ 3 89
�I2;'ZI
I
I
146
I
I
I
I
r -r
/ — 4+00 — — — — — 5+ 0. 6+00 6+
— — — — — — — — — — — — —
I 189 /
Z
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P2-LOS
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF MANTLE RIDGE
DRIVE AND WHISPERING CREEK DRIVE
C5w1
2

McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
640 640
630 630
E CISTING GRADGRADQ ALONG
CENTER LINE Or SIGHT
620 620
L, E O SI IiT \
335 — INE pF IG
PROPOSED GRADE ALONG 5'
CENTER LINE OF SIGHT
610-- 610
3.5'
II
600 600
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+70
INTERSECTION OF BENT WILLOW DRIVE AND WHISPERING CREEK DRIVE
,�� ICI ►��
I I
I\ I \ I 151 I I
\ 150 I I
I I I I
I I
� I
I\ I
\
I I
I I
9
0+00
\ I
t / I III
/ I
�` II
I\,I III 187
\ III 188
\ I I
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
W
DC
m
a
o
z�
w
C0
,,,►I IIIIIII,,'
THE JOHN R. ':
" :
_ A ;•
n McADAMS
= A :COMPANY, INC.:
_ 0 2 19
's T C-0293
'°•NG �v
I NEF'�`
4
I I I
VV 1 IIJ)F L.IAIIVV %. IA L.L. I\ VIAI V L.
' PUBLIC RAW) moo — — F— — —�
(50
i
I �
I �
159 I 158 �
I �
I �
I �
O
I •. I I
I �I
I
I I
I I
I � I
I
I � I
I �
I , �
i
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-P2-LOS
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'/1"=4'
DATE
01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF BENT WILLOW
DRIVE AND WHISPERING CREEK DRIVE

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
630 630
620 620
EXISTING GRADE LON
CEN ER LINE OF IGH
wwmw
OF SIGI IT
610 277, - VAI Bt 610
2.5 \
w \
PR OS D GRADE ALONG
N CEN ER LINE OF SIGHT
Ld
w
>
0
in
M
II
600 M 600
M
590 590
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+25
INTERSECTION OF GRACE POINTE DRIVE AND WHISPERING CREEK DRIVE
I
285 I 91 I 92 I
I I I
94 I 95 I
I I I
t -�• I
I I
I
- 2+00
+00
� II
1 1 I
1 I I
I 1 1
I1 1
1 I
11 I I 15 6
I 157 1 I
1 I I
158 1 I I
1� 1
CLIENT
KOLTER
LAND PARTNERS
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
II
II
II
1
1
1
I
1
I I
1
1
I I
I I
I
I
I
I I
107
I I
I �
CA
THE JOHN R. ':
n : McADAMS : z
A :COMPANY, INC.:
's C-0293 N�
_ WHISPERING CREEK DRIVE _ 4- 20
(50'PUBLICR/W) 5+00-----`--
L
0 6 9 =
9,pc'R..VAN \o\
;l
pl�
Lw l
z'U
a ' d
L.LJ
U "'
Q
cc
30' TURNING RADIUS
I
I _ I
I-
I
I I I
I I
I I
I I
IF;7�-
I II
I I
I
I
97 I
I
I
I
I
NOTE: OWNER IS RESPONSIBLE TO REMOVE EXISTING TREES/OBSTRUCTIONS LOCATED WITHIN
SIGHT LINE. PERMISSION FROM ADJACENT PROPERTY OWNER IS REQUIRED PRIOR TO
TREE/OBSTRUCTIONS REMOVAL FROM ADJACENT PROPERTY. IF TREES ARE ONLY TRIMMED
AND NOT FULLY REMOVED AN EASEMENT WILL BE REQUIRED IN ORDER TO MAINTAIN CLEAR
SIGHT DISTANCE.
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME KLP19000-P2-LOS
CHECKED BY SAW
DRAWN BY AJB
SCALE 1"=40'/1"=4'
DATE 01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF GRACE POINTE
DRIVE AND WHISPERING CREEK DRIVE
C5w1
4
www.mcadamsco.com

650 650
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
KOLTER
LAND PARTNERS
0+00 1 +00 2+00 3+00 4+00 5+00 5+49.42
INTERSECTION OF MANTLE RIDGE DRIVE AND RAGING CREEK DRIVE
M
—
~----------- 1+00
I
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
1 04. 20. 2020 REVISION PER 2ND REVIEW
127
NCB LRLLK DRIV
(50'-PUBtlC-R/W
202
THE JOHN R. ':
_
�•
I ;•
= n : McADAMS : z -
= A INC.:
_
0 62 9
:COMPANY,
'�,,�',9 '•••......•••gyp �;
.,9,AC'°• .... ••'O�� �.
OF NQ
R. vptA
I?;ICI
�11=11
IK
ID
z
Awl
5+49.42
I
I
I
I
I
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
I
I
I
I
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-P2-LOS
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'/1"=4'
DATE
01. 17.2020
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
PLAN AND PROFILE
LINE OF SIGHT INTERSECTION OF MANTLE RIDGE
DRIVE AND RAGING CREEK DRIVE
C5w15

McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, INC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
650 650
640 640
3.5'
i
630 630
i
OF SIG T CE TER PIRDPOSEDN ROD SIGHT ALDNG
EXIS ING GRADE A ON 40 VA1
CEN1 ER LINE OF IGH
/ -
620 620
MiI
610 610
0+00 1 +00 2+00 3+00 4+00 5+00 6+00 6+47.80
I
I
/ I
I
N
i
_ / ❑
/ 1 +00-
-
/ 0+00 _
/ / I
I
REVISIONS
NO. DATE
1 06. 15. 2020 REVISION PER FIRST REVIEW
3+00 Imo -
CARP .-,�
l��\A CAR04
A.
THE JOHN •:
MCADAMSR z '
- SEAL
A :COMPANY, INC.
's
-
T C-0293 .*OF
PQ\
• I i l k I
• I I
I
6+110--0
T
5+00
I I \
I
I
I
I
HERITAGE SUBDIVISION
PHASES 11-14
OLD EVERGREEN PARKWAY
TOWN OF INDIAN TRAIL & VILLAGE OF WESLEY CHAPEL, NORTH CAROLINA, 28079
I
I
I
I
I
I
I
d
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
CHECKED BY
SAW
DRAWN BY
AJB
SCALE
1"=40'/1"=4'
DATE
01. 17.2020
PLAN AND PROFILE

VICINITY MAP
EROSION CONTROL LEGEND
-I11IIII1I, SILT FENCE OUTLET
0 INLET PROTECTION
—SF—SF—SF— SILT FENCE
LD LD LIMITS OF DISTURBANCE
GRADING LEGEND
0
FLARED END SECTION
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
DRAINAGE FLOW ARROW
r..
LINE BREAK SYMBOL
STORM DRAINAGE
250
MAJOR CONTOUR
252
MINOR CONTOUR
____ 250
EXISTING MAJOR CONTOUR
_______252
EXISTING MINOR CONTOUR
—
EASEMENT LINE
DISTURBED AREA = 43.00 AC.
SEE SHEET C0.00 FOR STAGE II CONSTRUCTION SEQUENCE
iw what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
I 1 I II I
� v4-•°4°4 � I -�- I ,
v-47''44444°4444 -_--
NOTE: PROPERTY INFORMATION BASED ON UNION COUNTY GIS 4 ° 4 ° 4 4° 4 ° 4 ° 44 4 4° 4 4° 4 , 1------ I
4 4 4 44444444 44 44 4
44 44 y�°,,rL 444 444 4 4° 4 4° 4 44 TEMPORARY GRAVEL II /�
4 4 4 44 44 4 4 44 4 44 44 44 4 CONSTRUCTION \'
r 4 1@ 4 4 4 4 444 4 4 44 4 4 4 4< ENTRANCE/EXIfij5ni
F I I 4 4�° °d44444°44°44444444—T—
AB MOORE JR. DRIVE 1 1 4 �4 44 —
1 4 ° 4°444444444°°44444`
(PUBLIC R/W) 1 1 44 444444444°44444° I , .., • ...
1 44 44 44 °4 °4:
M M ICEI MILL CR$EK 4 4 4 4 ° 4 44 ° 4° ° 44
44 �4 44444 4
44
O —
4E 44 4-
41�\ 4 4 a ' 4 4 - �\� \ _ _ PA R KWAY I ' I HERITAGE SUBDIVISION 'NcO� 4 4° 4 1\\\ 1 // �� — I I I PHASE 6
�—�M `, 1 \I\III11 4 4 4, ` .� 4 44
M J \ \\
\I,\ll 44 j / ° 4 i l// r 15 /E POWER RIGHT OF WAY I
M \
Ill I kT;jp ( /222, PG115)
a
4 a° 4 0\yRT / HERITAGE SUBDIVISION II II I' II
4 \ /% PHASE 9 1 I
N/F �i co f f / L 1/ I (IL4D gPgl T> (Ilf�f r1\\ 4 i \: a ° 4�4 'd \\ �( S\MT. (T`voy
- J ` ((\ III III `\\\\\ %'� 4 '\ ��,��\\`\
ABBIE EILEEN MOORE PITT /� 1 I \ 1 ( \ I 1 \ ': sy X 4 a L \ 4 ° \ \\�\\\\\ \\ l`
DB 492 PG 430 J� �. \ ° 4 \\
061-38-072 ^ a Q J — / 1 ( ) ( �, I `� 1 \ \\ �\ \i < 4 9 a 4\44 21 \\�\\\
ram\ r`� ` 1 \ / / /✓ "' / /� E CE HDJA �� ° �`� 4444 \\ \\���\\\\ \\\ `44
StRI I I
i> ) �� \ \�'� °4 4 ���\\\\\� \\\\\\ 11 I IIHERITAGE SUBDIVISION
J MOORE FARM' OA J �--�/ �,� I) J \ \\��� ° a� 4 -� , I I PHASE 8
( 00PI�6LI�R0"_- /� / J/ r/� �s \ )))\1 4�ca�'aa °a°4 \ \ °� 4 4 �'l�`\\\\
11 \ ( / / / /� ) /� /I) 4�4 44444­4 '�C. \ \ 4 �I I
I O I D_ . RG R E E N �A � KYIVAItj J _ �% / / / /� \ 1°4 a°Q a°°411°4° < 1, 44 4 4 4 4 4 II
l / �� / / / 4 4 4a\ \ 4 4
�� l �� J / / `�� \ 1<� °4 4 44 I 1 444 44 I I I
(54 PU�IC R/W) > ,� / 1 / / S� \\ja 44 4 Q4 °4 ; i 1. 4° 4 4 4 4 44 I I I
��\`\\\ d°4\�g4444°�4° \ \ 1)44�°4444 444
°4 °4�I�4 44 4 b4 I I
LI i Q°�4�a4U444�1 1 \ \�'al�.4a\°ml a4 I I
Pu l Sl -/-- _ _ \\\\ 4° ° Q°° 4� J \ Q4 ° ° 4 I 1
\\\\\\\ X A I 4! �� � �� , °< i 444 444 11 1 1 ,
�4 �`%2 44-4, FLOOD ZONE AE I 1 1 /
\ h \ 37 1 3� \ \ \ /// v \ pp 47 / j �/4 4444444 4� '1
1\3 13� -1' 6 ( \ 1111 — \ \\\\\� 4 4a ��,�/ 4°4444444
4 4, / 1% / /,T/4(d4 4 4 4 4 4 4-
4 I
I I , \ k ) I I \ �o, 444 •�`, w44444°444444 I I I I
( MPORA 1 h \ \\ / 4 4 4 I
\I \ 1 1 _ I\\�\\\\�\� 44°�4 // �i/��44°°44444-44444
- ✓ \ ij/ 4 4 4 4 4 I
> I 1 �r 11 \1\\l\\ 1\ �C 44 / / �:! '4 444 444 4-44 44 4444 4-
- III (111�>' / % 4° 4 4° ° 444 444 444 4 444
111 1 HIGH AZA D IL ` 44 ° 4 ° 4 4 ° 44 4 4 ° 4 1 I I
/,H � 44 44 4 444 11 4 I
FE E A ACEN '4 ` 1 4 4 4 444 444144 I I i
TP STREfAM (T,Y 44 4� a'4 444 444 4444 444 44 44 4 4--
.4 I II — I I,
444 4 444444444 44 °4 4�4 I _ 1-L=-=-
\/44 444 44°444444°444i� 4 I T
�1\ I° 1 J I \ Y \7i \ 4 ° 4 4 4 4 I 1 -----
v � I \\ �1 ( ( � l a° 4�\4�J4 4,4°QQ°44s+-4� 4 a °a °4-�-------
?\It1 `4 \4 ° 4e-4 44 4 °° ­44 4 I 1
\ 4'a\`44 4 4 4 4 4 4 y
'�^jV /�'lll - ( \ 1 209 \ —�/ \ 1 \\1. \\ \��\ \� 44 4Q°44444-4444°
\ \\ ` ` \��j� Q4 4 4 4 4 ° 4° 4 4 44 4 ' 1 1 ---_
4 �4 4 44 444444444 44 I I
° ° 4° 4° 4 4 4 4 I
V 11111I r ) I �Cr3 2Q I 2Q5 206 1 \ — \\ /l/ ` C�\ SILT FtNc \' , 1Y ��Q 4 4-44-4- 4 4 4 4 1 I
\ I (J 4 O TLET AT /�L \� 4 4 4 4�°p444444444 444444 11
'Af11\I� I % I( J 1 �. ii / )j 4 °4LOW P�11N S P. 1 4 °444 �4�°4 4°° Qa 44 44 444 I I
19 \ \ I i \ a4�1 ' T I( ) `4 4 ° 44 44 4° 4° °°
��j I------
(/I r \444444a \'1 44444444444 44 444444 a I 1 1,
III` ✓' 'I'93 J I (/ 1 // �II �� 4\4 4 �� ', 11 4 ° 444 444 444444444 444444° 1 II
\ ( 14\ 4 ° 1 4 ,�4 4 444° 44 44 444 44 4< I I I,
IIII\ \ \ ! \ G L \ 1 90 �. i I 1 ) \ Q447e,4 4<'�d°°4 �1�4 4"44 44 4444-44-44
4 44 °4�-----
1 4W - ` \ '0 4 44 44 44 444 44 44 -4 -4
4,r-
I�-, 44P44 4 4 4 4 4 4
�4 4 \ \ \ d ° 444 444 4 4° 4 44 ° 444 444 44 I ' 1
111 C ' 4 4 \ t 4 4 4� 44 44 4 4 4
I \ \ 4 a 4 4 4 4 4 44 4 4 44 4a 44 441
'1 III�I\•- - - I — J 1 ` f 1189 �1 \ \p 4� 4 4)QN4�
\ \ 1 f�� f4 g �4 44444444 444 444444444
�{
1 I \\ 1 ( 630 I\\\ \ QQ�\ 4Q44 44 4° 444 44 44 I -----
II 1�8 I -� 1 \ 4.. 44 44 44 4 4
\� \\ 4\ 4 44 4 °4 444444444°Sl ' II
4 \\4 °4,4 44444 °4 °4 °f 1
(I 2 \ \ ` l �\\ ��a \, Q�QQM44�° °b° ° 444 444°41 i I�
I
I (,� ( \ \ \/ \ \ ` \� �. 0 L 1 \ l \\\�,\-\W
�\ 944 �` °4 44444 °d I -----
ft
\ \\ �47� nl�d4744a , 4 -,Q44
I li
/ I1 I
IIKI26 I(( �t\1 4��+,QQP,,,,��a\�' �44
15 C�,,�`\Ll 4 TS1rs OF � TURBAN�.
1( I 4 '4 4 \ \\ 1
� � �'fi � ° 9 1 \ \ \ � ) \ II \`� \V \ ��\ ° a � °`� 4 4 4
I 1 7 `. \ 1 v '�� \ ) ) \\`\11 4 4� 4 4 4 4 A
SILT FENCE OUTLET AT \ y 6 \ \ I \ 4 -4 4 q/4 4 \ I
_ I 4 1 7 J 1 1 ^I ' �- \ t I/ 1\ I )4 )4 4 4 4 �iA
ALL LOW POINTS (TYP.) 6 --( I I \ / S I / I III p 4 4 4 �q 4 4 4 44 �, b
I l) ` N JJ//�//IIII�44'4) - 44'I------
T 44n��44 4C414 444\ 1 \ \i
/ 3 1 .c- / - o \ 1 ` \ \ \ \ S o / IF
26 / Ill �1 \ Q4 444 4° 9 4444 444 44 , \\ \ I DUKE POWER HIGH
I -- 11r- � r 0 \ co' ) J q4 44 44 Q�� 44 �y 4 1. 1 II ,
< O 1 I) 114 4 4� a 4� 4 4 4 8 1 ' I I, VOLTAGE TRANSMISSION
aa LINE TOWER
67i ) \ _ \ \ l62 I ( / ) 4gJ4� 4 44 4 4 4 4 4d44 4P
L ITS C7ri = I ) 1 1 LET 1 ^ / I I / ) / f ll 8 ° 4 ° 44 Q 4, 7 44 4< it 1 11 I I I 1,.----
DISTURBAI�JCE 123 s 1 6 7 157 1 / '� l f< 1 4 �� W �4 44 1 1'
(TYP.) / �' I 1 J r -� 1 11 I (1 1 ` \ ( 0 _ , - \ / ` -' I / l /I I ° a a° ° 4 4 a° 4
\ / \ ( / / / // / ( /4 4�4�44 4444��4�4I4a°4
/ I I " d
� �
\ \ \1 r I A
p 70 I ` Z 1 1 I < \ \L 1 ,I
_ � // /I � / 1 i • )r� � � < ("-� 4 � 4 — I — I I \-----
\
II—
�\ \/)/21 44"44 444444o�4 � 4�A a 4 Q4(4d
J 4 WISP
A4°G44Q44d44d�j?94f /4b RAGING CREEI�QDR _ ( I' 1 / \'` ► ° �4�44`�
\ I I �0� 0-6 \\ I) I 4 � 41 4 44 � 4 4 4
4 �4
(50 PUBLIC I�%`V&�\ , 1 \ r1 \ \ ( ) ) 1018 I \ \l\ I 1 aT���44444 4 6�
\ \ \ 20 \C \ r 1\� 8 ° 4404 4 A 4 ° 4
\ \ `\\ �• � - - ) S \ \ // ° 4 4 ° 4 4 4 4 4 ° �! Q' / I I 120' GREENWAY SMT. (TYP.)
/` 1 1 \� C [�Q \ / f / 1 \ /� c� l \ I 44 44 444 4 44 4 44 4 144q 44 / % 7 j
1 1 VV TR 'O'Al-T OL / 1 I I L �` ` \ \ °4 444 4 °4 4 44 4 14 / �/ / / III I I ( )
4 4 4 4 / I I10' GREENWA YP.
\l I \ 1 ) /\ �\� �\ a J \ ( \ 1 44 444 44 44 44� A,/n 9' /; Z I \
\\x.� �\\l \\'�\ < Y l ) t 1 ` ) '- //� J 1 1 ` °�4° C54444444°4 r /\ // l �4-�G
��\~ \l 7 s 1�9 `' 1 1 1 I ( 1 �`(-s1E�-- J 1 \ \ 1 J / /� \ 4 444 Q44 444 444444; �( /J //"
J �44° �U' �jWp. \I �I /,4
14 4 4BAJA >� !� / % )'/.��
k*T D rb` 4 TIT aT8 14(�� / / /
-0°44 44441 , f ,x 1'144/' II I
° °° 444 ° / `� ° °9 I 1 I I I
4°W44444 / - / /� iX 4444 d
4 ° 44 °a 4 ; i / �`/ / 4 44 ° 4 11 I HERITAGE SUBDIVISION
°�4 4 94�i I/ j % %\ �4�444 44 1 I PHASE 7
lv° °°
QQ4`° _ 4 °° I 44444
�- ��444 �\ \ \j 14-44 a FLOOD ZONE X
V 4 \ i — - \\-` l\ \ 444 °�!4 4 4
l� _/ I h` \ \ \ v \ 30�SANITA 94 4
°��p� SEWER EASEMENT \' 4 4 41 4
13°44�°�44ia1 4 Q"'4-'� ` ` -\ \/ 1 \,�� _ — — — \ 4 44 44� a44 Q4
9 / 4
4�e 4 W 14 4 4 4 4
1�\,.- �� ` -- -�.— 4 ° �4ts-.4 4'6 4�� 4`QQ�' a _lnr����`�� \ ,.,� \ 1 1 \-' � / \• v , \.a �Zi � 4 4 44
\\� �- 44 �`_ y \�` / ' °4 �4 4 44,, 4 4 - /4 44 4 4 4 ) 4
1l, �- I\i ��_ \ 1 / 44 4444 dd,� 4° 4 44/_ 44 4 4 ~ // ) °4�
>�� \ r ) 44 44a4a 9 °tee 9'�d 44 44 �4Ni \ 4. ROGt TIC Kl I \�,
i 1 t ti e�°4� Quay �.:� 4 °44��yb�4°\�4 °.°i 4z4 / /�� °4 ° `-"54°A 4 441-4°° dAp 44"°° 4C 44 4 4° 6 44 44 4° 4 �S 4 ° 4 4 �4V 4 4LOW POIAI q4 4 4 d 4 4 ° 44 i 4 q A 4 4 o- 4 4 4 4�1 4 4 4 4 4 4 4 4 °�4 a'�-4 4 4 4 4 4
4��p�°a 44°44�4� �4 Q ° Q 444444 444 44 444 44 4�4-4�d-4d °4 444 4. 444444 �_ 4 44 \ — 4 4 4 4
\4 44 4n 4444444.q��d 9�4 4�� /4 n 44 �� � {<F��Wq� 44 44444 d�4�44a �a4-d SA 4 �44Q 444 4 d- 444°4a 44 I� \\, �!I 4 444P44 d
4� ¢4 4 /, 4 �'4 4 4 4 1 4 4 4 4 4 4 4 4 4 4 / 4 4 I�1�CiREENWAY �4 ° r ,A \ \-11 4 4 ° 4 <
4 4 4 4 4 4 4 ° 4 4 4.p� ° ° 4� g� 4 0' GREEN 4° 4 tl "II 4 4
4 ^ 4 �ENC^%�i 4 4 ° 4 ° 4 C�'4 VIS MINE 4 ° 4 ° 4 6 "�1 4��° " 4 — //// 4�4 4 d Q ° 4 4 \ �d4 44 4
4° ° 44 44 4 44 4.4 4� "dam C \� �_ 4e44 44 4 4 (4 -44-4/1 �'d / \. • t 4 4
FE1�LI�E °( T° 4 4 - ;�.� Lvw EQIN\S (TY 4 / 4 ° a ° a�`n °,o 4 ~ ° 44 4 -� �4 4 4 °° ° 4}"
\A �4`44�a�d�Q 4 4CMA FLOG
\ \ \ \\ \, \ \ / `� \ 4 -�- /, J _\_ li \ y — �� Ad .444 4jj 4`4aa�4- A-A� �� EXIS�TIrv�c�� 4van.4� .4A4 44 �-
° 4 4Z1 4 4 '� a SEWE MP 4 ti9 �< \� 1-_-
I\� \\ \ 4 4 4 4 4al� �° - R4�T4 4 ° 4 _ _ �° 4- - -
,44\i4� 4 a _ a . _ _ --tea
4 44�!'sX i\ / / _-1\ _ _!-�c =
_
SEE VICINITY MAP FOR INFORMATION
REGARDING ADJACENT PROPERTIES
ALONG THE SOUTHWEST PROPERTY LINE
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
PARCEL
DEED
OWNER
1
07120006A
3807-111
RUTH MANUS TRUSTEE
2
07120006B
437-417
CHARLES MAX SASSER & SHEILA SASSER
3
07120015
611-259
LARRY W. HELMS & PATRICIA A. HELMS
4
07120010
372-926
GEORGE NEAL MEDLIN & KATHY M. MEDLIN
5
107123213
5271-844
IANNISTON GROVE SUBDIVISION
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
W
p
�U
2
W
W
O�1
Q
LL
0
00
(V
—
Q
a-
z
W
a
z
L,L,I
J
J
(A
LLI
co
�
LLJVl
a
J
U
Q
=
w
>
z
0
�
w
o
z
0
z
LL
O
LLImc
z
0
CARD
*THE JOHN R. %
r�i McADAMS z
= ? COMPANY, INC.
C-0293 .•'IV�:
',,,OF NO
��n�....
C
3 289 =
R. VAN v
r,�lllll��� � i3IZ,
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-OAEC2
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
OVERALL
EROSION CONTROL PLAN
STAGE II
6e0l

56' ROW
32' BACK TO BACK
1
2.0' 14.0-
1 /4"/FT
SURFACE COURSE
1" S9.5B
SURFACE COURSE
1" S9.5B
INTERMEDIATE COURSE
3" 119.OB
Ll -BASE COURSE
0 ABC I,100 % COMPACTION)
TYPICAL PAVEMENT SECTION
- 14.0' 2.0'
1/4 /FTC
LOCAL RESIDENTIAL STREET
1/4
NOTES:
1. A 56' R/W STREET IS REQUIRED WHEN SERVING BETWEEN
26 - 99 DWELLING UNITS
KEY
® 2'-0" VALLEY GUTTER OR 2'-6" CURB & GUTTER
0 4" CONCRETE SIDEWALK
O S UTILITY EASEMENT
© 6' PLANTER STRIP
© 5" COMPACTED AGGREGATE
BASE COURSE BENEATH CURB
QI 12" SUB -BASE EXTENSION
TOWN OF INDIAN TRAIL
STANDARD DETAIL
LOCAL RESIDENTIAL STREET
TYPICAL SECTION
NOTES:
1. THE ELEVATION OF THE SIDEWALK SHALL BE NOT LESS THAN
SIX INCHES OR MORE THAN EIGHTEEN INCHES ABOVE THE
ROADWAY CROWN. THIS ELEVATION DIFFERENTIAL SHALL BE
CONSISTENT WITHIN EACH BLOCK,
2. ALL DRIVEWAY WIDTHS TO BE DETERMINED BY THE TOWN
ENGINEER OR NCDOT.
3. ALL CONCRETE TO BE 5600 PSI STRENGTH.
a. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION,
CURING. FINISHING, AND ETC. SHALL BE IN ACCORDANCE
WITH THE TOWN OF INDIAN TRAIL LAND DEVELOPMENT
STANDARDS.
REVISIONS Scale
Not To Scale
Revision Date
02/2021
Detail #
T 1.03
BACK OF SIDEWALK VARIES I VARIES
1/4' PER
SECTION A -A
I
APPROVED DATE
TOWN OF INDIAN TRAIL RESIDENTIAL DRIVEWAY (TYPE I)
LAND DEVELOPMENT
STANDARDS FOR VALLEY GUTTER T N R
1.22
1.5" S9.5B
1.5" S.95B
- 10" COMPACTED ABC
NOTE: ALL C&G/VALLEY GUTTER MUST BE PLACED ON 6"
OF COMPACTED ABC AND EXTEND 12" BEYOND THE
BACK OF CURB WITH A 1:1 SLOPE.
NCDOT/VILLAGE OF WESLEY CHAPEL
SUBDIVISION PAVEMENT STRUCTURE
N.T.S
1/2• RADIUS O•
RADIUS
f .
e
1/8" RADIUS
N • •
STANDARD 1'-6" CURB AND GUTTER
1/2' RADIUS
I 3_ RADIUS
,� • 1/8" RADI
V-15" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE TOWN ENGINEER.
25" RADIUS
s 5 1/2'
1 B: RADIUS
2'-0" VALLEY GUTTER
1/2" RADIUS • 21_0"
� 3" RADIUS
' •'
• 4.
4 4
2'- 6"
STANDARD 2'-6" CURB AND GUTTER
1/8- RADIUS 3/4"
Ni- • RADIUS
1/8' RADIUS
1 3/4- RADIUS • �l
V-6" MOUNTABLE CURB AND GUTTER
1/a" RADIUS
TO BE USED IN MEDIANS ONLY: WHEN SPECIFIED BY
THE TOWN ENGINEER. APPROVED DATE•16/n/ F'C'
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT CURB AND GUTTER FSM, N
STANDARDS 1.1 2A
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
J
-- - - - - -- - --- -- --- ---- - - - - - 1/8" - - - - - - - - - - - -- LU
GENERAL NOTES: Q
• 1. A GROOVE JOINT 1" DEEP WITH 1{8" RADII SHALL BE REQUIRED 2
IN THE CONCRETE SIDEWALK AT 5 INTERVALS. ONE 1/2"0
WILL BEK • �''. EXCEED1ON50'JOINT AND MATCHINGREQUIRED EXPANSION/CONSTRUCTIONAT 45'S JOINT IN NOT TO U
ADJACENT CURB, A SEALED 1/2" EXPANSION JOINT WILL BE
a" •, •,• • ' •• REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. LU
100 2'-6.CA
2'-6'T
2'-6" 2'-6' •• 2. WIDTH OF SIDEWALKS ON ALL STREETS SHALL BE A MINIMUM OF 5' J
a m 7 k 3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING zni
o 0 w r, STREETS. LU
w in U A S C M N O BACK OF CURB V
4. CONCRETE COMPRESSIVE STRENGTH SHALL DE 3600 PSI, IN 26 DAYS. i
GROOVE JOINT IN SIDEWALK ' < O 0
rT
FACE OF CURB 1
B C LU N
- LIP OF CUTTER/EDP � � (Il �
PLAN VIEW 1/8" RADIUS Ica Q z
JOINT SEALER
/ �1/8" TO 1/4' J_
•, LU > O
co CC-
' 1/2' • V� �„�„�
• ` 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) /<
• J U
3/4'
1'
U
• i/2,-�f F-�-- JOINT FILLERN
e ..4 •� j. o • ` PROPOSED CURB & GUTTER w
4
I_ 2'-4 1/2' 2'-3' 2'-1 1/2" Po > Z O
SECTION A -A SECTION B-B SECTION C-C TRANSVERSE EXPANSION akosea a" CONCRETE SIDEWALK Q z
JOINT IN SIDEWALK DETAILS SHOWING EXPANSION JOINTS a LU
REVISIONS IN CONCRETE SIDEWALK z
REVISIONS No. DATE DESCRIPTION Q _
NO. DATE DESCRIPTION NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. J LL
APPROVED DATEei/ nr APPROVED DATEO
W z
TOWN OF INDIAN TRAIL CURB TRANSITION TOWN OF INDIAN TRAIL
LAND DEVELOPMENT 2'6" CURB AND GUTTER TO 2'-0" LAND DEVELOPMENT CONCRETE SIDEWALKS
STANDARDS VALLEY GUTTER
1 .1 4 R STANDARDS 1.17 R 0
PLAN FOR TANGENT SECTION
NOTE:
TRANSITION FROM VALLEY GUTTER TO 2'-6'
SECTION TO BE MADE PER STD. 1.1,4.
NEURON-
L3-6'J
PLAN FOR RESIDENTIAL CUL-DE-SAC
APPROVED DATEI-��`^/:�''^
TOWN OF INDIAN TRAIL CATCH BASIN FRAME
LAND DEVELOPMENT IN VALLEY GUTTER
STANDARDS 1.241
REVISIONS
i
BEGIN TRANSITION AT
I
AT ENO OF RADIUS
I
I
VARIES
��
SEE STD. NO. 1.14
FOR MORE DETAIL
2'-0" VALLEY GUTTER
z
o �
I
o T�
ati
STEEL HOOD CATCH BASIN
= 3'-0'
Z
0 0
I UI
EXPANSION JOINT
o
2'-0' VALLEY CUTTER
PLAN
NOTE
1. WHERE 2'-6' CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION MAY VARY.
APPROVED DATE
TOWN OF INDIAN TRAIL CATCH BASIN PLACEMENT
LAND DEVELOPMENT
STANDARDS AT INTERSECTION 1,25
CAR
04
J THE JOHN R. i
= n ' McADAMS z =
= � :COMPANY, INC..-
--A C-0293
T
C`
. O
6 89 =
V MA
R
�I21I�
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-D1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
SITE DETAILS
C8.00

3
z C.
VARIES -
I �5.5•
SEE NOTE 7
1 �VMl
I_ 2
ENDWALL
0
R/W .•••• TS• •
2'-6"
-6. PLANTING STRIP
O
2'-6' CURB AND CUTTER, STD. 1.12A.
O
HANDRAIL, STO. 3.04
OS
5'-0- SIDEWALK, STD. 1.17
Hl
2'-0' VALLEY GUTTER. STD. 1.12A
9
CURB TRANSITION 2'-6' CURB AND
CUTTER TO 2'-0' VALLEY GUTTER,
STD. 1.14
-PIPE CULVERT-
ENDWALL
SECTION A - A
LH
ENDWALL A
I�--20•-0'-�{II
F---10' TRANSITION
LH = DISTANCE FROM END OF WINGWALL TO
R/W END OF HANDRAIL.
�•
`•
LC1 - DISTANCE FROM Ct OF CULVERT
• <I
TO END OF 2'-G" CURB AND CUTTER
I !
GUTTER.
Y
•
~
LC2 DISTANCE FROM END OF WINGWALL
• •I
. ,.
TO END OF 2'-6" CURB AND GUTTER.
i !
H + I I
LIti
100'-02 MIN.
H2 H1
1
!
LCI
I-
!
1 125'-0
MIN.
- - lu
! ,
w
I
L
a
I
1
I
H
H H1
F•
I
I
!
M
- -
R/W
ENDWALL
A
SEE NOTE 7
PLAN VIEW
APPROVED DATE
TOWN OF INDIAN TRAIL CULVERT CROSSINGS ON RESIDENTIAL
LAND DEVELOPMENT AND COMMERCIAL STREETS
STANDARDS 1,31 q
RVS'TALLAHON ur STKr_cC Nnmr- SIT
I
II,ITEF%�;TIO, .. ith
INTERSECTION with :1, RD and GUTTER
SIDEWALK, CURB, and GUTTER
STRFET MARRKER
STANDARD
R/W + CURT D R/W •_�" STANDARD
CURB k GUTTER
STOP SIGN
VALLEY GUTTER MINOR
VALLEY
I
IN
GUTTER o MINOR -
RAOP SI
ACCESSIBLE n F
F RAMPS R/W
c
LIARS STOP SIGN Q _0"
SIDEWALK R/W
STREET MARKER
INTERSECTION with
DITCHES, and NO CURB and GUTTER
}t �•'e'I. NOTE ANY VARIANCE FROM THIS STANDARD MUST BE
R/W, S TR/W APPROVED BY THE APPROPRIATE REPRESENTATIVE OF
L THE TOWN OF INDIAN TRAIL OR NCDOT.
:: i • i'l�s
MINOR
I*1 -B ITCH STR ET MMKER ALTERNATE SIGNAGE FOR "TND- MAY BE APPROVED
STOP SIG BY THE APPROPRIATE REPRESENTATIVE OF THE
REVISIONS TOWN OF INDIAN TRAIL
NO. DATE DESCRIPTION R/W * R/W
� s•
APPROVED DATE
TOWN OF INDIAN TRAIL LAND DEVELOPMENT STREET NAME SIGN INSTALLATION STANDARDS LOCATIONS 3.06
( I I I III I
III 1 III I
SEE NOTE 4
'SIDEWALK SIDEWALK
f SEE Y
-- NOTE 12 ¢ ----
SCE
NOTE 3 o
STOP LINE iD L7 SEE NOTE 10
SIDEWALK ��`
DETAIL SHOWING TYPICAL LOCATION OF CURB RAMPS
PEDESTRIAN CROSSWALKS AND STOP LINES FOR TEL INTERSECTIONS
SIDEWALK SIDEWALK _
SEE NOTE 12
SEE NOTE 10 Y ]c 4'-0" (TYP)
STOP LINE
SIDEWALK SIDEWALK
\
SEE NOTE 4 \r\ !
\\\ , i1t
DETAIL SHOWING TYPICAL LOCATION OF CURB
RAMPS, PEDESTRIAN CROSSWALKS AND STOP LINES
ROADWAY
PLAN SYMBOL
G.R
PROPOSED CURB RAMP WI LANDING
FOR PROPOGEC
PROPOSED OR FUTURE SIDEWALK
cuRB RAMP
ALLOWABLE LOCATIONS
DUAL RAMP RADII........... ANY
z
o r,)
F}
Qa
H ¢ a 0 U
U_ J H Z
OO CO=
wQ¢LL=
I- C'<OH
F 2~zw
U)1-LLOJ
OOU)¢
z U) cc
1 �H
II w CI
C3
2 OF 3
8.a5
1. UNLESS OTHERWISE DETERMINED BY THE TOWN ENGINEER, THE MEASURES ILLUSTRATED
SHALL BE USED WHEN CULVERT DIAMETER, D,IS GREATER THAN OR EQUAL TO 24 INCHES
AND WHEN THE DIFFERENCE IN ELEVATION BETWEEN THE CULVERT INVERT AND THE TOP
OF SLOPE, H. IS GREATER THAN OR EQUAL TO 5 FEET.
2. INSTALLATION OF 2'-6' CURB AND GUTTER MAY NOT BE REQUIRED WHEN AN ADEQUATE
CLEAR ZONE IS PROVIDED FOR VEHICLES WITH A MAXIMUM OF 6:1 SLOPE (SEE TABLE 1).
3. INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 10-FOOT PEDESTRIAN CLEAR
ZONE IS PROVIDED BEHIND THE SIDEWALK WITH A MAXIMUM OF 60 SLOPE. WHERE NO
51DEWALK IS REQUIRED, INSTALLATION OF HANDRAIL MAY NOT BE REQUIRED WHEN A 15-FOOT
PEDESTRIAN CLEAR ZONE IS PROVIDED BEHIND THE CURB WITH A MAXIMUM OF 6:1 SLOPE.
4. FOR CULVERT CROSSINGS WITHOUT ENDWALLS, LH AND LC2 SHALL BE MEASURED FROM
THE OUTSIDE OF THE NEAREST WALL OF THE CULVERT BARREL.
5. FOR MULITIPLE BARREL CULVERT CROSSINGS, LC1 SHALL BE MEASURED FROM THE
CENTERLINES OF THE OUTBOARD CULVERT BARRELS.
6. WHEN NECESSARY, AS DETERMINED BY THE TOWN ENGINEER, MEASURES ADDITIONAL
TO THOSE ILLUSTRATED MAY BE REQUIRED.
7. INSTALLATION OF HANDRAIL IS REQUIRED ON THE SIDEWALK SIDE OF STREET If SIDEWALK
IS ONLY REOUIREO ON ONE SIDE OF STREET. INSTALLATION OF HANDRAIL IS REQUIRED ON
BOTH SIDES OF STREET IF SIDEWALK 15 REQUIRED ON BOTH SIDES OR IF NO SIDEWALK
IS REQUIRED.
S. DESIGN ADT IS CALCULATED ASSUMING A TRIP GENERATION OF 13 DAILY TRIPS PER
SINGLE FAMILY DWELLING UNIT.
I NO.1 DATE I DESCRIPTION I
TABLE 1,
CLEAR ZONE DISTANCES
LOCAL, COLLECTOR. AND COMMERCIAL STREETS
DESIGN ACT
CLEAR ZONE FROM EDGE OF PAVEMENT
TANGENT SECTION
CURVE (WITHIN 125` OF CULVERT)
UNDER 750
10'
15,
750 - 1500
12'
18'
1501 - 6000
14'
21'
OVER 6000
16'
24'
APPROVED DATE(F>/��r'
TOWN OF INDIAN TRAIL CULVERT CROSSINGS ON RESIDENTIAL
LAND DEVELOPMENT AND COMMERCIAL STREETS
STANDARDS / 1.316
M
'Mir.
X1iT
J
Y 2" WEEP HOLES
PLAN
F
TOP ELEVATION A4 BAR Z
OPENING 5
I6. Aut
$„
z
I
M
SECTION X-X SEE NOTE
NOTES: USE CLASS "B" CONCRETE THROUGHOUT. I?
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 040.66,
OPTIONAL CONSTRUCTION- MONOLITHIC POUR, 2" KEYWAY, OR M4 BAR DOWELS AT Q F
12" CENTERS AS DIRECTED BY THE ENGINEER,
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL d 0 Z
IF RE INFORGEO CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB C'O U) 2
AS SHOWN ON STD. NO. 840.00. LU Q Z U_-
FOR 8'-0" IN HEIGHT OR LESS USE S" WALL$ AND BOTTOM SLAB. OVER F- U ¢ O 0
8'-C' TO 16'-U" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST <
OUAN71TIES ACCORDINGLY. 1- CC ~ z LU
CONSTRUCT WITH PIPE CROWNS MATCHING. U) H LL O J
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z •rj)
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A }
PORCJS FABRIC SAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d
CHAMFER ALL EXPOSED CORNERS 1" W
In
C2
DRAWING NOT TO SCALE.
* INCREASE THE SIZE OF THE 6" OPENING TO 8" MAX., AS DIRECTED 8Y THE
ENGINEER BY ADDING 2" TO THE WALL HEEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
'ENING 1" 1
1'D (A
TOP GLAS G
TOP SLAB vW
TOP ELEVATION: GUTTER LINE ILL 0
N4 BAR Z 1 611+LLJ
CD H
F V LL
G' B s" m TOP ELEVATION d
v2" CLR. O Q
z 101
PIPE WALL,
((THICKNESS VARIES Q =
Ir
44"CLR.
(MIN.) z H
#4 BAR Z
)-
SEEN07E
I
LU
} a
PART SECTION Y-Y
a C
SECTION Y-Y
SHOWING DETAILS AT OPENING
Q LN
O
MIN. DIMENSIONS AND DUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, HI
EZ I,L1
REINFORCING
ITOP & ROT. SLAB
DIMENSIONS
cu. VOS. CUNC.
IN BOX
TOTAL QUANTITIES
BOX & SLABS
DEDUCTION
ONE PIPE
DED. ONE
6" THROAT
OPENING
V
EIGHT
BARS - X
BARS - Y
BARS - Z
H
NO
LENGTH
NO
LENGTH
FNG
NO
LENGTH
L G
F
G
TOP SLAB
ear. sLAa
µALL: Fi, HI.
Lea, FFIIIF
Ye' NIN H
i I
C.B.
R.C,
VD'1
4
3' O"
6
1 4' 3"
1 2
1
4'-6"
3'-3"
0.181
0.271
p.250
27
1.UA6
0-015
0. 032
O.OA6
O
181
0.271
0.250
27
1.IOR
D.023
1 0.036
1 D. 046
V
HEET 1 OF 2
840.04
z
NOTES
OH [)
1.
CONSTRUCT THE RAMP SURFACE TO BE STABLE, FIRM, AND SLIP RESISTANT. CONSTRUCT THE CURB RAMP TYPE AS SHOWN IN THE PAVEMENT MARKING
Q
PLANS OR AS DIRECTED BY THE ENGINEER.
<
2.
LOCATE CURB RAMPS AND PLACE PEDESTRIAN CROSSWALK MARKINGS AS SHOWN IN THE PAVEMENT MARKING PLANS. WHEN FIELD ADJUSTMENTS REQUIRE
LIT
5 CD
� I-IZ
MOVING CURB RAMPS OR MARKINGS AS SHOWN, CONTACT THE SIGNING AND DELINEATION UNIT OR LOCATE AS DIRECTED BY THE ENGINEER.
O
Q W _
3.
COORDINATE THE CURB RAMP AND THE PEDESTRIAN CROSSWALK MARKINGS SO A 4'x4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL
LU
G Q LL =
Ir
WITHIN THE PEDESTRIAN CROSSWALK LINES.
<
"
UJHLU
_I- z
LLOJ
4.
SET BACK DISTANCE FROM INSIDE CROSSWALK MARKING TO NEAREST EDGE OF TRAVEL LANE IS 4' MINIMUM.
jO O_COX
z .NX
5.
REFER TO THE PAVEMENT MARKING PLANS FOR STOP BAR LOCATIONS AT SIGNALIZED INTERSECTIONS. IF A PAVEMENT MARKING PLAN IS NOT
H
PROVIDED, CONTACT THE SIGNAL DESIGN SECTION FOR THE STOP BAR LOCATIONS OR LOCATE AS DIRECTED BY THE ENGINEER.
I
W in
a
6.
TERMINATE PARKING A MINIMUM OF 20' BACK OF A PEDESTRIAN CROSSWALK.
7.
CONSTRUCT CURB RAMPS A MINIMUM OF 4' WIDE.
8.
CONSTRUCT THE RUNNING SLOPE OF THE RAMP 8.33% MAXTMUM.
9.
ALLOWABLE CROSS SLOPE ON SIDEWALKS AND CURB RAMPS WILL BE 2% MAXIMUM.
OC
10.
CONSTRUCT THE SIDE FLARE SLOPE A MAXIMUM OF 10% MEASURED ALONG THE CURB LINE.
O
LL
11.
CONSTRUCT THE COUNTER SLOPE OF THE GUTTER OR STREET AT THE BASE OF THE CURB RAMP A MAXIMUM OF 5% AND MAINTAIN A
�
SMOOTH TRANSITION.
z
12.
CONSTRUCT LANDINGS FOR SIDEWALK A MINIMUM OF 4'x4' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION. CONSTRUCT LANDINGS FOR
¢
d
MEDIAN ISLANDS A MINIMUM OF 5'x5' WITH A MAXIMUM SLOPE OF 2% IN ANY DIRECTION.
G
13.
TO USE A MEDIAN ISLAND AS A PEDESTRIAN REFUGE AREA, MEDIAN ISLANDS WILL BE A MINIMUM OF 6' WIDE. CONSTRUCT MEDIAN ISLANDSOC
O
a
W
TO PROVIDE PASSAGE OVER OR THROUGHT THE ISLAND.
Q
O
m z
14.
SMALL CHANNELIZATION ISLANDS THAT CAN NOT PROVIDE A 5'X5' LANDING AT THE TOP OF A RAMPS, WILL BE CUT THROUGH LEVEL WITH
THE SURFACE STREET.
H
�
U)
v
15.
CURB RAMPS WITH RETURNED CURBS MAY BE USED ONLY WHERE PEDESTRIANS WOULD NOT NORMALLY WALK ACROSS THE RAMP. THE ADJACENT SURFACE
IS PLANTING OR OTHER NON -WALKING SURFACE OR THE SIUE APPROACH IS SUBSTANTIALLY OBSTRUCTED.
}
Q
16.
PLACE A 1,2" EXPANSION JOINT WHERE THE CONCRETE CURB RAMP JOINS THE CURB AS SHDWN IN ROADWAY STANDARD DRAWING 848.01
O
O
17.
PLACE ALL PEDESTRIAN PUSH BUTTON ACTUATORS AND CROSSING SIGNALS AS SHOWN IN THE PLANS DR AS SHOWN IN THE MUTCD.
Ir
18.
CURB RAMPS THROUGH MEDIAN ISLANDS, SINGLE RAMPS AT DUAL GROSSWALKS OR LIMITED R/W SITUATIONS, WILL BE HANDLED BY SPECIAL DETAILS.
CONTACT THE CONTRACT STANDARDS AND DEVELOPMENT UNIT FOR THE DETAILS flR FOR A SPECIAL DESIGN.
FEET 3 OF 3
848.05
.250" (THICKNESS)
(q' ABi' (THICKNESS)
O
�- 5• 1.Na
BLrEgi
p$AD°EpS'�3ISN'HSXT%jOD'aA`LUMIINUM 5G0L6D35M
SHI
• -DuuLR37aDLH, Wr
PVT
GNO ALVANIZED STEEL CONTINUOUS MILL DIPPED RAW ENDS; OR 40, 7340 WALL ALLININU0
DETAIL
(:
DETAIL B).
in e o 2. CLIP TO BE ALUMINUM ALLOY OR EQW
SLOTTED FOR .25 EXTRUDED BLADE• 2.375 I.D,
BASE, DIE CAST AND POLISHED. G4S' SHALL BE
TAPPED TO RECEIVE AND INCLUDE 3 STAINLESS
L STEEL SET SCREWS FOR POST MOUNTING AND
FOO 2 STAINLESS STEEL SET SCREWS FOR BLADE
B MOUNTING. SET SCREWS TO HAVE ALLEN HEADE
(SEE DETAIL C).
3. BLADE SPACER BRACKET SHALL �MEET' SAME
REWS TO
4' EACH�9LAOENMOUNTING CEE DETAIL DDSf
4.
iE.
TO
5• TO THE •SfANMR�D ALPHABETS FOR HHILGHWAY FORM
SIGNS 1286 EDITION REPRINT MAY 1872 BY
THE U.S. DEPARTMENT OF TRANSPOhTATION,
FEDERAL HIGHWAY ADMINISTRATION, OFFICE OF
/TRRAAFM OPERATION.
GNSARE ER
8• B�pLOCK NUMSUBJECT TO
B EMAALL EP PROVIDED ON SIGNS
AND CORRESPOND TO OFFICIALLY APPROVED
ADDRESSES.
�g �p�
7• SUPPLEMENTAL PU1TE IS THE
PRT}IVjETE, A
SUPPLEMENTAL PLATE MAY BE EITHER ATTACHED
TO THE SIGN OR AN EXTENDED SLADE WITH BLACK
ON YELLOW SHEETING MAY BE USED. THE SIGN
SHALL HAVE BLACK LETTERS THAT SHOW PVT TO
ST D PR PRIVATE. THE LETTERS SHALLBE
22 HIGH, UPPER CAS-_F, _ 14WA SERIES C. ON
ON A BACKGROUND OF YELLOW ENGINEERING
GRADE SHEETINC. (SEE DETAIL F).
B. ALTERNATE SIGNAGE FOR 'END' MAY BE APPROVED
BY THE APPROPRIATE REPRESENTATIVE OF THE
TOWN OF INDIAN TRAIL
APPROVED DATE
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT STREET NAME SIGN
STANDARDS
ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING COMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE ❑ETAILS.
2. BETE TABLE WARNING COMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON.OARK,
OR DARK -ON -EIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
O
O
O
O
O
O
BA E DIAMER
El
0.9' R TO lul I
TOP DIAMETER OF NO LESS
-
THAN 50>e TO NO MORE
O
O
®
O
O
OF THE BASE
DIAMETER
0
0
0
0®
o
©0�00
®MGM®
=M®M�
Z
W
SIDEWALK (5'
STD.)
}
A
B
Q Q
UTILITY STRIP
< F- � •
DROP CURB
2' DETECTABLE 0.02 ((MIN.))
O.C8
q"
1Z-1 QZ_ J U
(STD 2'-B" CURB
& GUTTER SHOWN
a Iu (MA%.)
0.04 (NORM.)
0.02 (NORM,
O
O O On = Z
CO
wQ¢LL=
12:
1 MAX. RAMP
JQOC.7
a -2--
g
F E
%
4' MIN.
LU
U7 F-LLO J
SECTION B-B
acn¢
d H
SIDEWALK
5' MIN. 4'
CURB
5' MIN.
CURB
TUF6 F
I
W O
ELEVATION
TRANSITION DROP
TRANSITION
CURB
VARIABLE SLOPES NOT
TO EXCEED +a_'
SECTION A -A
SIDEWALK
0-
EXPANSION JOINT
O
15EE STD. 846.01)UL
NOTE;
A PORTION
OF ONE OR BOTH RAMPS
W
MAY EXTEND OUTSIDE THE RETURN.
(D
z F
H �
O
EXPANSION JOINT
CL
es
BEE NOTE 1(SEE
STD. B45.01)
O
4 4'
LAriC1Nc
O Z
Q
1
V
EXPANSION JOINT
Occ
[[ m
[SEE STD. 646.01)
<
m �
SIDEWALK
z U
H- �
U) W
/
4' X 4' CLEAR SPACE
�- O
MUST FALL WITHIN
CROSBWALK LIMITS.
'C.
0
(SEE NOTE 10) _
07
2' MIN. CURB
',
Q LL
BETWEEN RAMPS
Q
0.9" TO ,6 i.fi" TO
i MIN 2 4 B = .1 1-- FROM FRONT EDGE OF BIDEWALK
y TO BACK POINT OF 12:1 8.334.) SLOPE.
BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
`+ BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
DETECTABLE WARNING DOMES
OFFSET RESIDENTIAL CUL-DE-SAC
PLAN VIEW
❑UAL RAMPS
ANY HADII SHEET I OF 3
(4' MIN. FLOOR WIDTH)
848.05
R/W
I
I 5' I
SIDEWALK
I I
I I
I I I I
I I I I I
I I I I I
I 1 /4-/FT 2
/4"/FT
I
I
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND B ITT ER
Z
J
LU
a-_
Q
OU
aw
J
-
LU
W
V 1
-
�Qo00
Of
LL
N
Q
Z
LU
a
z
W
J
J
VAWwco�
W
Vl
a
�<_
J
U
Q
=
w
>
z
O
am
w
o
z
�
z
J
LL
O
W
z
O
04
Z'�z •• •••/ v
c THE JOHN R. i
= n ' McADAMS z =
= � (:COMPANY, INC.
T
C-0293OF
C`
R
\\\\\\\\\\\11111111//
N
oF[6*2
09 =
eFtiC
R, VAN
Z//11111111\\\•I�1� I
REVISIONS ��I1
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-D1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
SITE DETAILS
C 601

RIGHT OF WAY
EDGE OF TRAVEL LANE
CURB & GUTTER
ROADWAY CENTERLINE 7'
EDGE OF TRAVEL LANE
RIGHT OF WAY
CURB & GUTTER
ADA RAMP LOC. J�
20' 25' 20' PAVED TURNOUT
MIN. MIN. MIN. (MATERIAL TO MATCH TRAVEL LANES)
CONCRETE PAD
FOR CBU
CBU
NOTE:
TURNOUT NOT REQUIRED IF ALL THE FOLLOWING
CONCRETE PAD CONDITIONS ARE MET:
ADA RAMP LOC. FOR CBU ADT 5 200
CBU LANE WIDTH Z 15'
NO BIKE LANE
CBU LOCATION WITH SIDEWALK
7'
TURNOUT y• CBU
MIN.
BERM
.5
ADA RAMP LOC. CONCRETE PAD
FOR CBU
TURNOUT CBU
BERM
QA
ADA RAMP LOC. CONCRETE PAD
SIDEWALK FOR CBU
CBU LOCATION WITH SIDEWALK
FIGURE 2
CBU PLACEMENT FOR C & G SECTION RESIDENTIAL LOCAL AND COLLECTOR
SUBDIVISION STREETS
TOWN OF INDIAN TRAIL
A �• 1 A Al •1
Lana Uevemoment Standard Uetat)s
MATMM "T ZMMI�
3.5' MAX.
END SECTION 8.0' MAX.
RAIL SPACED EVENLY
N3ttR TYP.
N FRAME
N M
v
"v PICKETS
o Z
Lim F 4 72,­ 71� /z d 1z I 714�
1.0' DIA.
CONCRETE ANCHOR
RETAINING WALL, HEADER, ETC, ELEVATION
In M VARIES
8„ - 24"
M
SIDEWALK
4"
o MIN.
171�1�f
RETAINING WALL, HEADER, ETC.
CROSS-SECTION
NOTES
1. RAIL AND POSTS SHALL BE 1.25" O.D.
2. FRAME SHALL BE 1.00" NOMINAL.
3. PICKETS SHALL BE 0.75" NOMINAL, SPACED 6" ON CENTER.
4. ALL ELEMENTS SHALL BE IRON LOW CARBON PIPE OR HEAVY
ALUMINUM PIPE IN BLACK FINISH.
5. POSTS SHALL BE BREAKAWAY PER NC DOT.
FOR CONCRETE:
5. ALL CONCRETE TO BE 3600 PSI COMPRESSIVE STRENGTH.
6. TOP OF CONCRETE SHALL BE FLUSH WITH FINISHED GRADE,
UNLESS INSTALLED ON HEADWALL.
7. DEPTH OF CONCRETE FOOTER SHALL BE 18" MINIMUM UNLESS
INSTALLED ON HEADWALL.
Engineer Date Enacted by Council Standard Number:
S. L. Habina 4/10/2007 3.04B
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
O
Q
H
cc
W
N
W
N
a
a
J
W
Q
U
aw
J
W
Ol
LL
Q O 00
W N
(D
z Q z_
LU J J
LU > 0
co
J U
I=
w z O
uQ z
0
� z
J LL
00
z
O
CAR
04
'• •••/ /
c THE JOHN R. i
= n ' McADAMS z =
= :COMPANY, INC. /o
T%C-0293
OF
N AR
• 0 . -9
0689 =
R. VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME
KLP19000-D1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
SITE DETAILS
C8.03

- - - --- -
3/8-
-- -
NOTES:
1. STEPS DIFFERING IN DIMENSIONS,
1/2'
CONFIGURATION, OR MATERIALS
"1
FROM THOSE SHOWN MAY ALSO
c
c
BE USED PROVIDED THE CONTRACTOR
HAS FURNISHED DETAILS OF THE
PROPOSED STEPS AND HAS RECEIVED
WRITTEN APPROVAL FROM THE
t•
_
o
IT,
1"
1/4"
1.
i
TOWN ENGINEER.
2. ALL STEPS SHALL PROTRUDE4"
N
FROM INSIDE FACE OF STRUCTURE
12-
I 1----1
WALL.
PLAN 1 5/8'
POLYPROPYLENE 7/ PLAN �...�
'I
2
. ---15/8-- SIDE VIEW
PLASTIC
,
_
4
1 co CAST IRONF
_ T�
I 1 3/4 L
j'3 DEFORMED
h SIDE VIEW
N CAST IRON
ELEVATIOSTEEL
N
ROD � 14 1/2" _
5/8"
11/16'
1- ELEVATION
'
SECTION A -A
1/4^
1 1 /4"
70'
O"i
ao°c
aooc 1'
a°oc
8 3/4'
°o°
o0o
o00
0
A 8 BAR
5/8'
�oac
O<
a°°c A
oeo
O
o0o
REINFORCING
STEEL
O�000
o<
�° __�..°
o
ovoec
0
A
PLAN
I
SIDE VIEW
12"
PLAN
12"
1 STEELNOT
SIDE VIEW
-1/8� 1/2
BORUSED ICING N
TO
COMPOSITE
REVISIONS
1 1 1/2'
1/4"
&==SA3
SEWER MANHOLES.
NO.
DATE
DESCRIPTION
ELEVATION
�4
1/4" REINFORCING STEEL NOT TO BE USED
1/4"
IN SANITARY SEWER MANHOLES.
ELEVATION
ELEVATION
APPROVED
DATE
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT
DRAINAGE STRUCTURE STEPS
T N
STANDARDS
2.09
G M G
I I I I
I I I I 1 I 1 I
PLAN
I I I I I DOWEL I I I
L
OPTIONAL CONSTRUCTION JOINT
ELEVATION
SLOPE ASINDICATED ON PLANS
IL-_=__SI"" IIfII Y
U
H Lj�o
CON C.M.PIPE PIPE
ON�O
T y
N U
FOOTING B
(IF CONST. JOINT USED)
Ne
END ELEVATION pa BAR --
DOWELS IN ENDWALL WITH REINFORCED
CONCRETE PIPE
L
PIPE
SINGLE PIPE
DOUBLE PIPE
0
DIA
15
18
24
30
36
42
4B
15
IB
24
30
36
42
48
C.
BARS
'X'
"X"
'X'
"X"
"X
Y
'X'
Y
'X"
-X-
'X"
I 'X'
"X'
"X
Y
'X" Y
G
CITY.
2
2
3
3
4
4
2
5
-
5
2
2
2
3
3
4
4
2
5
3 2
5
M
Ott,
-
-
-
-
-
-
1
1
2
2
2
2
G
ON.
2
2
3
3
4
4
2
2
3
3
a
4
TOT,
L85
9
9
14
14
19
55
6.,
12
t
19
t9
23
77
92
DOWELS IN ENDWALL WITH CORRUGATED
METAL PIPE
L
PIPE
SINGLE PIPE
I DOUBLE PIPE
0
DIA.
15
18
24
30
36
42
48
15
18 24
30
6
42
48
C,
BARS
"X-
X.
X.
X.
"X"
"X
Y
X. Y
X.
'X 'X.I
X.
'X"
-X
Y
"X Y
G
QTY.
2
2
3
3
4
4
2
5
- 2
5
2
2 3
3
4
4
2
5
2 2
5
M
Ott.
-
1
1 1
2
2
2
G
Ott.
2
2
3
3
4
4
2
2 3
3
4
4
TOT.
LBS
9
9
14
14
19
53
1 62
1 12
12 161
191
23
73
1 05
DOWEL BAR "X"
GENERAL NOTES'
1. SEE NOTES ON STA. NO 2.138
REGARDING Y-BARS.
TOWN OF INDIAN TRAIL CONCRETE ENDWALL FOR
LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS FSTO..N
STANDARDS 15" THRU 48" PIPE F 2.13A
1. ALL CORNERS TO BE CHAMFERED 1' IF CONCRETE.
2. THE CONTRACTOR WILL BR REQUIRED TO PLACE 2-16 BARS Y IN THE TOP
OF ALL ENDWALL FOR PIPE CULVERTS 42" AND OVER WITH A MINIMUM 3"
COVER AND A LENGTH OF 6" LESS THAN ENDWALL.
3, FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
4. WALL THICKNESS (T) SHOWN IS N07 TO BE INTERPRETED TO
MEAN THE THICKNESS ACCEPTABLE, BUT IS USED ONLY
IN COMPUTING ENDWALL QUANTITIES.
5. IF CONTRACTOR ELECTS TO USED CONSTRUCTION JOINT AT BOTTOM OF PIPE,
BAR "X" (DOWELS) SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS.
SPACING OF BARS TO BE APPROXIMATELY 12" CENTERS UNLESS ENGINEER
DIRECTS OTHERWISE.
6. IF CONTRACTOR ELECTS TO USED CONSTRUCTION JOINT AT BOTTOM OF PIPE,
AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH.
7. ALL CONCRETE TO BE 3600 P,5.1 COMPRESSIVE STRENGTH.
APPROVED DATE
TOWN OF INDIAN TRAIL CONCRETE WINGWALL
LAND DEVELOPMENT WITH SPLASH PAD T "
STANDARDS 2.14E
v
PLAN
WITH COPING REMOVED
t 4 }------3 -6"-I
CONC.I I CONC. PIPE
PIPE
I
SECTION X--X
GENERAL NOTES:
1. ALL DROP INLETS OVER 3'-6' IN DEPTH TO BE PROVIDED WITH STEPS V-2"
ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 2.09
2. ALL CONCRETE TO BE 3500 P.S.I_ COMPRESSIVE STRENGTH,
3. MORTAR JOINTS SHOULD BE BETWEEN 3/8AND 5/8" THICK.
4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. FOR 8'-O' IN HEIGHT OR LESS USE 8" WALL OVER B"-D" IN HEIGHT USE 12" WALL TO
6'-0' FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6'-0". QUANTITIES TO BE
ADJUSTED ACCORDINGLY.
7. FOR FRAME AND CRATE DETAIL SEE STD. NO. 2.11.
B. ALL PIPE IN STORM DRAIN STRUCTURE TO BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
9. ALL SLABS SHALL BE FORMED.
DIMENSIONS AND QUANTITIES
DIMENSIONS OF BOX ♦!c PIPE
CONC,
IN BASE
TOTAL
BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
C.M. I R.C.
PIPE
SPAN
WIDTH
I HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
B
A
B
(MIN.
C.U. YDS
12
3'-0'
2'-0-
2'-B"
0.267
0.313
1 0.037
0.871
0.020
0.032
15
J -0
0.976
0,0311
0.047
18
3 -5
1,106
0.0441
0.065
24
3'-O
2'-0'
4'-0
0.267
0.31
D.0371.289
0.078
0.133
APPROVED DATE)�c,- rd
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT BRICK DROP INLET STD, NO, I R
STANDARDS 1 2.10
GENERAL NOTESL•
I. ALL CORNERS TO BE CHAMFERED 1'
2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-,#6 BARS 'Y" IN THE TOP
OF ALL ENOWALLS FOR PIPE CULVERTS 42' AND OVER WITH A MINIMUM 3"
COVER AND A LENGTH OF 6' LESS THAN ENDWALL.
3. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
4, WALL THICKNESS (T) SHOWN IS NOT TO BE INTERPRETED TO
MEAN THE THICKNESS ACCEPTABLE, BUT IS USED ONLY
IN COMPUTING ENDWALL QUANTITIES.
S. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE,
BAR -X" (DOWELS) SHALL BE PLACED IN THE BASE AS SHOWN ON PLANS.
SPACING OF BARS TO BE APPROXIMATELY 12" CENTERS UNLESS ENGINEER
DIRECTS OTHERWISE.
6. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE,
AND POURS BASE SEPARATELY, THE TOP OF BASE SHALL BE LEFT ROUGH.
7. ALL CONCRETE TO BE 3600 P,S,I COMPRESSIVE STRENGTH,
APPROVED DATEFC'
TOWN OF INDIAN TRAIL CONCRETE ENDWALL FOR
LAND DEVELOPMENT SINGLE AND DOUBLE PIPE CULVERTS T R V
STANDARDS 15" THRU 48" PIPE I 2.13
] - - T T-
1
I 1
PLAN
9"
G
1 CONC.I
3" OPTIONAL CONSTRUCTION ,
-B ELEVATION
GENERAL NOTES:
1. ALL CORNERS TO CHAMFERED 1".
F
2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-/ 6 BARS Y T IN THE OP O ALL ENOWALLS
FOR PIPE CULVERTS 42' AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6' LESS THAN ENDWALLS.
3. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BAR "X" (DOWELS) SHALL BE
PLACED IN THE BASE AS SHOWN OF PLANS, SPACING TO BE APPROXIMATELY 12" CENTERS UNLESS ENGINEER
DIRECTS OTHERWISE.
4. WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE AND POURS SEPARATELY, THE
TOP OF BASE SHALL BE LEFT ROUGH.
5. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
6. ALL CONCRETE TO BE 36GO P.S.I. COMPRESSIVE STRENGTH.
VARIABLE TO SUIT CONDITION
(OUANITITIES BASED ON 2'-0-)
SLOPE AS INDICATED
2'-0" 9' ON PLANS ;
MIN. III y4 BARSII II °`+
�{ T T
DOWEL BAR „X,.
B
END ELEVATION
DIMENSIONS AND QUANTITIES
COMMON DIMENSIONS
USING
RC PIPE
COMMON
DIMENSIONS
USING
M PIPE
D
H
B
G
M
T
H
B
C
M
CU, YO.
U. YO.
15"
3'-4"
V-8"
2"-9'
V-D'
l 7/8'
0.960
3'-0"
V-5"
2'-6'
0'-11
0.770
18"
3'-7'
V-10"
3-2-
1 -2
2-
1.193
3'-3'
1 -8
2'-11
V-0"
0.964
24
1 -5
2 1/2'
1.711
3 -9
1 -11
3 -8
1 -3
1,385
30'
4'-9"
2'-5"
4•-7'
V-9'
2 3/4
2.394
4'-3'
2'-2'
4'-5"
1'-6"
1.908
36"
5'-3"
2' 8-
5'-5'
2'-G"
3'
3.169
4'-9"
2'-S'
5'-2"
V-9'
2.544
42-
P'-
5'-10"
V-11'
64-
2'-4'
3 1/2'
4,139
5'-3"
5'-3"
5'-11
2'-0-
3.301
4 0"
6'-5"
3'-3"
7'-3'
2'-8'
4'
5.422
5'-9"
2'-11
6'-B"
2'-3-
4.193
REINFORCING QUANTITIES
DIA.
15"
X.12
16"
12
24"
%ARSLBS.
X.14
30"
14
36"
36
42` CM47
42' RC
"X"
-Y
7
2
a9
4B" CM
"X"
Y-
8
2
52
48' RC
-X-
55
2
APPROVED DATE
TOWN OF INDIAN TRAIL CONCRETE 1" ENDWALL
LAND DEVELOPMENT FOR SINGLE PIPE CULVERTS I 5TD. NO. IR
STANDARDS 15" THRU 48" PIPE 1 2,15
5/6"
1 1/2 -•-I
O
G
0
n
I
N
loll
I--1'-4 1�2 j t-, 1/2"
5 B' i'-7 5 8"
PLAN OF GRATING
CAST IRON
2��DEPRESSI,N��t'-7 5/8-1
SECTION G-G
I-- 2'-3 1/4-
1 3/16"-I F^ J �-2"
SECTION H-H
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT
STANDARDS
H
G
H
CONCRETE
PIPE
DIMENSIONS
WALL
THK.
OUT
DIA.
IN
DIA.
MIN.
H
A
I B
C
E
F
G
I W
K
M
2 1/4
19 1/2
15'
271/2
20"
24'
8"
7 1/2'
4"
4"
1 8'
17
10'
2 t 2
23"
16"
31'
20'
24
8'
9'
a'
3"
30"
24"
3B'
20-
30"
8"
12"
4-
4-
8"
21
15'
3 1 2
37'
30"
45
20
44
12
15
6
B
8'
31
18"
4
44.
36
52'
32'
44"
12
IS"
6"
8'
8"
31'
22"
4 1/2
51
42"
59"
32"
48"
12
21"
6
8
8
34'
26"
5
58
4B
66
32
48
24
6"
8
8
34
29
5 1/2"
65"
54"
73"
32"
54"
12
27"
6
8'
8"
38
33"
6'
72
60
80
36
66
12
30
8
12
12
46
36
6 1 2"
79
66
87
36
72
12
33
B"
12
72
51
40
7"
86'
72'
94"
36'
78"
12
36`
B'
12'
12
56
43"
F
T
E
o
1
V
F 3,_6•
PLAN OF FRAME
CAST IRON
4
2 1
2 1/8. 1
SECTION E-E
1/8- 1/8"
1" 2°-3 3/4'
1/B'
2'-2"
3/4" 3/4.. I/8"
2
4 2.
2 1/8" h--- 2'-1 3/4 2 I/8"
2`-B' i
SECTION F-F APPROVED DATIE-Plr/ e"JO
FRAME AND GRATE
FOR DROP INLET 2 >
FRONT VIEW
REINFORCING
"C' BAR
"D" BAR
QIA
NO-F
LIST.
N0.
LGT.
15'
4
2'-0"
4
V-11'
18"
4
2'-3'
4
2'-2"
24"
4
2'-9"
30'
4
3'-.3
a
3'_2•
36"
4
3'-9"
a
3'-8'
42"
4
V -3"
4
4'-2"
48"
4
4'-9"
4
4'-B"
54'
4
666"
4 5-3" a 5'-
5'-94 5-8"
46.4 6,_1_2.
a6= II 1III
a 6'-8' � I
I
. I •
i •
REVISIONS
4TE DESCRIPTION N /4 BAR 12" O.C. "D" BARS AT 12" ON CENTER
"C' BARS AT 12" ON CENTER
-a w 1-- SIDE VIEW
FOR RIP RAP SPLASH PAD
REFER TO STD. 2.20
TOWN OF INDIAN TRAIL CONCRETE WINGWALL
LAND DEVELOPMENT WITH SPLASH PAD
STANDARDS 2.14A
TOP VIEW
APPROVED DATE
GENERAL NOTES:
1. ALL CORNERS TO CHAMFERED 1".
2. THE CONTRACTOR WILL BE REQUIRED TO PLACE 2-1 6 BARS Y" IN THE TOP OF ALL ENOWALLS
FOR PIPE CULVERTS 42' AND OVER WITH A MINIMUM OF 3" COVER AND A LENGTH OF 6- LESS THAN ENDWALLS.
- - ..- T 3. IF CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE, BAR 'X" (DOWELS) SHALL BE
PLACED IN THE BASE AS SHOWN OF PLANS, SPACING TO BE APPROXIMATELY 12" CENTERS UNLESS ENGINEER
DIRECTS OTHERWISE.
I 1 4. WHEN CONTRACTOR ELECTS TO USE CONSTRUCTION JOINT AT BOTTOM OF PIPE AND POURS SEPARATELY, THE
TOP OF BASE SHALL BE LEFT ROUGH.
PLAN 5. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
6. ALL CONCRETE TO BE 36GO P.S.I. COMPRESSIVE STRENGTH.
VARIABLE TO SUIT CONDITION
M-+{ G (OUANITITIES BASED ON 2'-0-)
SLOPE AS INDICATED
9" 2'_0• g" ON PLANS
MIN. III #4 BARSII II °`+
T T
4-L
c.MDOWEL BAR "X"
PIPE
cONG.I I-L--I----�
o ICONC.I L 3 T
3 OPTIONAL CONSTRUCTION JOIN -(- , T
B ELEVATION I I -=-I
B
END ELEVATION
1 NO. I DATE I DESCRIPTION 1
DIMENSIONS AND QUANTITIES
COMMON DIMENSIONS
USING
FIGPIPE
COMMON
DIMENSIONS
USING
M PIPE
D
H
B
G
M
T
H
B
C
M
CU. YO.
E
CU. YO.
15"
3'-4"
V-8"
2"-9'
V-D'
l 7/13'
0.960
3'-0"
V-5"
2'-6'
0'-11
0.770
18"
3'-7'
V-10"
3-2'
1 -2
2'
1.193
3'-3'
1 -8
2'-11
V-0"
0.964
24
4 -2
2 -5
4'-0'
1 -5
2 1/2'
1.711
3 -9
1 -11
3 -8
1 -3
1,385
30'
4'-9"
2'-5"
4-7'
V-9'
2 3/4
2.394
4'-3'
2'-2'
4'-5"
1'-6"
1.908
36"
5'-3"
2'-8"
5'-5'
2'-G"
3'
3.169
4'-9"
2'-S'
5'-2"
V-9"
2.544
42"
5'-10"6'-4'
2'-4'
3 1/2'
4.139
5'-3"
'-3"
5'-11
2'-0'
3.301
40"
6'
7'-3'
2'-8'
4'
5.422
5'-9"5
-:11
6':-
V-3'
4I 193
REINFORCING QUANTITIES
DIA.
BARS
OTY.
LBS.
15"
X.
5
12
18"
X.
5
12
24"
X.
5
la
301"
"X"
6
14
36"
'X'
7
36
42` CM
47
.Y-
2
42' RC
"X"
Y-
7
2
a9
4B" CM
"X"
Y-
8
2
52
48' RC
55
Y.
2
APPROVED DATE
TOWN OF INDIAN TRAIL CONCRETE 1" ENDWALL
LAND DEVELOPMENT FOR SINGLE PIPE CULVERTS
STANDARDS 15" THRU 48" PIPE 2,15
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
K
OLTER
LAND PAR TN ERS
z
J
LU
a-_
Q
OU
Qw
J
-
CA
W
LU
-
�Qo
of
0
00
N
-
Q
z
LU
a
z
W
J
J
V�Ww��
Vl
a
J
U
Q
=
w
>
z
O
w
o
z
�
z
J
LL
O
�
W
z
O
04
Z,�z�'• •••/ v
c THE JOHN R. i
= n ' McADAMS z =
= :COMPANY, INC.:
T
C-0293
0 . OF
\\111111111 T 7//
E L
36 89 =
R. VAN
/'''I1711111111 /�7];I VI
REVISIONS �II
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-D1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
STORM DRAINAGE
DETAILS
C so3

'J
GENERAL. NOTES: F�1•
12" FRAME, GRATE g HOOD DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN n
BACK OF CURB 1. MORTAR JOINTS 1/2" +/- 1/8" THICK McADAMS
D. 20.02A 2, ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. DIMENSIONS OF BOX AND PIPE REINFORCING CUBIC YARDS OF BRICK MASONRY t-3/8" .� /
X COVER 3'-7' � �Lr
I 3 4'2• 3.PRECAST STRUCTURES MAY BE SUBSTITUTED AFTER APPROVAL BY TOWN ENGINEER, PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS-U BARS-V BARS-W TOTAL CONCRETE IN BOX H1 - P I P
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS D A B C G MIN.H1 H2 E F NO LENGTH NO LENGTH NO LENGTH LBS. TOP SLAB FLOOR TOTAL CU. YOS. PER FT. HT.k1`■Y V-2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 2.09 15' 3'-0" 2'-4" - - 2-6` - - - - - - - - - - - 0.294 0.294 O.B23 0.3Z9 If
��l L �_J The John R. McAdams Company, Inc.
S. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK. SECTION P-P
A 6. JUMBO BRICK WILL BE PERMITTED. 1B" 3'-0" 2'-4" - - 2'-10" - - - - - - - - - - - 0.294 0,294 0.933 ABOVE m
UTLET H1 7. FOR 8'-0' IN HEIGHT OR LESS USE B" WALL. OVER 8'-D" IN HEIGHT USE 12' WALL TO _ _ _ _ _ _ _ _ _ _ _ _ I ^-�- 3430 Toringdon Way
24- 3'-0- 2'-4" 3'-4` - 0.294 0.522 1.306 MIN. H7 BEHIND
- ,,II
6'-0" FROM TOP OF WALL, AND 8` WALL FOR THE REMAINING 6'-0 }0' 3'-0' 2'-4' }'-4' 3'-0" 3'-2" A 1'-TO- 4'-4" 4 1'-6" 3 4'-1" 3 4'-1" 45 q.147 0.374 0.522 1.308 "�I �N Suite 110
8. FOR FRAME AND GRATE DETAIL SEE STANDARD 2.02 I I A AU��4 -��111 2_1/B",9. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH THE 36" 3'-0' 2'-4' 3'-10" 3'-0" 3'-B" R 2'-4" 4'-4' 4 2'-0` 4 4'-1" 3 4'-1" 49 0.187 0,415 0.602 1.870 0.329 -�-1 V�-2-1/8
IN WALL, GROUTED ANO BRUSHED SMOOTH. 42' 3'-0" 2'-4" - 4'-5" 4•-4" A Z'-1" 3°-6' 4 1'-9" 3 3'-3' 3 3'-3" 38 0.135 0.390 0.525 1.847 HZ ry SECTION N-N Charlotte NC 28277
10. WEEP HOLE 5 SHALL B£ PLACED IN BACK WALL. A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC SECTION M-M
-- X O ( 48' 3'-D' Z'-4" - 5'-0" 4'-10' B 2'-B" 3'-6' 4 2'-6` 4 3'-3" 3 3'-3" 40 0.17 211 0.470 0.603 2.185 Hlfflol
ljlSECTION B-B 5 CTION -L
FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF POROUS FABRIC SHALL BE PLACED AT 54" }'-0' 2'-4" - 5'-Y 5'-4' L }'-3" 3'-6' 4 }'-0" 6 3'-3" 3 3'-3" 48 0.211 0.470 0,680 2,553 U��phone [phone]
PLAN SECTION X-X 11. BRCK SWEEP OHALL BE BONDED WITH FULL HEADERS EVERY 3 COURSES. 41L
12. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN. (-� S i- - 10'-0"-• Y-0"�10'-0"-�{ m fax [phone]
E I 1 B fJ
9' 8� 3" (f4 BARS 1' 1-1/2' r PLAN K 3-°" K j ` F^ }/4 , license number: C-0293 C-187
-------------- -- EQUALLY SPACED 3-� 8 BARS 'W" 0 3' O.C. �I +
3"
8• FRAME, CRATE, h HOOD ASSEMBLY < �
�- .. . STEP B" STEP R ow r----•-"'"-"_-""-- R --I I---S'-D" M it
` www.mcadamsco.com
.__ - ------ -- •E � I!,
� T PLAN L o
_ 8" A C + 1n a I H. JJ CURB AN ONUSTEEPTTER WITH GRAES CH BASIN I A CLIENT
D_ e"
0:OUTLET o H4 .,piw__ �_.-_-.USE ON FLAT GRADE 2!% AND UNDER FRAME PLAN
_ L'S ��'+i,6• SLOT FOR
7" MR. MIKE KISSEL
�4 BARS "u" KOLTER LAND PARTNERS LLC
3" PLAN OF TOP SLAB - - -
SECTION Y-Y EQUALLY SPACE 3'-0" 3'-0" 3/4" 1/2" BOLT a i
#4 BARS 'V• DEPRESSED SECTION A -A " 701 SOUTH OLIVE AVENUE
END ELEVATION/SECTION J-J ' ' --{ CUTTER LANE a , SUITE 111
WHERE 30" TO 36' PIPE IS USED E 31 I �3"1 ELEVATION G N A tI I I I / SECTION J-J
BAR5 V j_-1 NOTs -;moI� WEST PALM BEACH, FLORIDA 33401
ESIDE ELEVATION/SECTION M-M 7-14
UALLY SPACED �B BARS 'W" . . STANDARD CURB AND GUTTER ON LIGHT GRADES 3-1/23-1 2"WHERE 42' TD 54" PIPE IS USED 4 BARS U.
1-1/2"J NO SUBSTITUTIONS WILL BE ALLOWED SECTION K-K
�E NORMAL GUTTER LINE 10• MAX. FOR TYPE "E", "F' AND "G- GRATES. R
SECTION S-5 zz AND ov€a
6' 1-1 2• USE ON GRADE a +� 5-�iBRAO,
J J SECTION R-R �---3 7/a"-+1 ((
B M m A M- REVISIONS 707EPRESSED I 3/4"1, 1_1/2REVISIONS UTTER LINE REVISIONS 1-1/2� .�1 •1/2"".I
NO. DATE DESCRIPTION I�-5._O+ NO. DATE DESCRIPTION I. -2'��� �3/4L�1 -.{ j F-q_5/8"
KOLTER
GATE DESCRIPTION - i F^-
ELEVATION 3/4" -. -� I !t f� 1 D P 2 i T� r r �1 5
SEE SHEET 20.018 STANDARD CURB AND GUTTER ON STEEP GRADES R 1� 2. SECTION R-R L ,�1 I `� LJ I E - I f �' L- I
PLAN sueoErAIL of PLAN gpPROVED DATE /rF?! �' APPROVED DATE �I/FJ Ire HOOD ELEVATION APPROVED DATE.�If�/,�rr
TOWN OF INDIAN TRAIL FRAME, GRATE AND HOOD
TOWN OF INDIAN TRAIL BRICK CATCH BASIN BRICK CATCH BASIN TOWN OF INDIAN TRAIL
LAND DEVELOPMENT 15 THRU 54 PIPE
LAND DEVELOPMENT " STD• N . V. STANDARDS " " T " R LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN
STANDARDS 1 5 THRU 54 PIPE 2 01A 2,01E STANDARDS 2.02A
J
LU
z a-_
Q
OU
[- Q w
DETAIL SHOWING TYPES OF GRATES TO BE USED j 2-11 3/4- LU
ACCORDING TO WATER FLOW I '1 �2-]/a" BACK OF CURB , T
v
TYPE "G" TYPE "E" TYPE "F" � ao X iv
Tr A A 1-1/2" Y _ - - 2" Y Fx ~ MINIMUM DEPTH (H1) TO BE DETERMINED BY SIZE OF OUTLET PIPE. ' O M
BACK OF CURB W
RRRRRRRF
--------
o
WATER FLOW SAG f- ^ A--• m A = 9" 8" IF I l - �2. N
�-- WATER FLOW � rt
MUM[
Q
7 Q 7
a B 1-1 /2 A ii A I B" ` J L
I m
n � ----- _e• �i ----- e" W 10x39 B � J J
WATER FLOW SAG WATER FLOW-"1f"`-1-1/2" I�-1 I~7 1/2" SECTION B-B LU
PLAN SECTION X-X Y Y - r 1 w O
_ T SECTION A -A PLAN X coJ Q
cc -
TYPE "F' TYPE "E TYPE "G" TYPE - E OUTLET / '
2' 1 1-3/4" 2' 11 -]/4- iv 0 2
RAISED FLOW P 2-3/4" •9 RAISED FLOW 2-3/a" - - 1� SECTION Y-Y
rRROW 1/16" 1_1/2• ARROW 1/16" I�r1-1/2" - - - - - - - - - -
HIGH HIGH I� W 10.39 Uj
GENERAL NOTES:
III---111 III 8• 1, TWO 4"x 4. 3/8" ANGLE IRONS MAY BE SUBSTITUTED FOR THE W10.39 BEAM. _
Q Q D O = __I L�e• 8- 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH. \ z O
3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" TO 5/8" THICK. 8' B B" / 0
1-1/2" :, n -B. OUTLET 4, ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH METAL STEPS GENERAL NOTES:
� -1/2" ON 1'-2" CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 2.09. STEP 1, TWO 3/8"x4• ANGLE IRONS MAY BE SUBSTITUTED FOR THE W10x39 BEAM.
7--- 5, CONCRETE BRICK MAY BE USED L LIEU OF HARD COMMON CLAY BRICK. - 2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH,
_ I JUMBO BRICK WILL BE PERMITTED. W Iox39jj 3, MORTAR JOINTS SHOVER BE BETWEEN 3/8" AND 5/8" THICK. Q
6. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0- IN HEIGHT USE 12" E 4. ALL CATCH BASINS OVER 3'-6" IN DEPTH TO BE PROVIDED
P OO OO O SECTION Y-Y WALL TO 5'-0- FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0". WITH METAL STEPS ON 1•-2" +/- CENTERS. STEPS SHALL BE Q z
n - IN ACCORDANCE WITH STD. 2.09. _
7. FOR FRAME AND GRATE DETAIL SEE STANDARD 2.02. = B" S. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK,
1-1/2" 1-3/4' 1_1/2• 1-3/4" B. ALL PIPE IN STORM GRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE B JUMBO BRICK WILL BE PERMITTED. J
R INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
1 -1/2•ZI 6. FOR B"-0" IN HEIGHT OR LESS USE B" WALL, OVER 8'-0"OO9. WEEP (O E) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING3/t6pIMENSIONS OF BOX AND PIPE CIN 8" W USE 12',USE 12'EM NAIL 6' 6'-0' FROM TOP OF WALL,OF 1 ONE CUBIC FOOT OF NUMBER 7BM STONE CONTAINED IN A BAG OF3/161/8" R � ( ) AND 8" WALL FOR THE REMAINING 6STAN
2 11-3/4" .' /B• 2 11-3/4' PIPE SPAN WIDTH HEIGHT W 10 POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE. �o
9 _ -- 7. FOR FRAME AND CRATE DETAIL SEE STANDARD 2.02.
�' 7/8 0 A B MIN, H LENGTH 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN, r B. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
i-1/2' 1-3/a" 7/B-' t-1/2" 1-3/4' I INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
i/B 75' 3'-0' 2'-4' 2'-6" 2'-10" 9. WEEP HOLES) SHALL BE PLACED IN BACK WALL. A STONE DRAIN CONSISTING
1-1/2'•+I� 1-1/2• 18" 3'-0' 2'-4' 2'-10' 2'-10' OF 1 (ONE) CUBIC FOOT OF NUMBER 78M STONE CONTAINED IN A BAG OF
ll 24" 3'-0" 2'-4' 3'-4" 2'-10" - SECTION X-X POROUS FABRIC SHALL BE PLACED AT EACH WEEP HOLE, O
REVISIONS REVISIONS REVISIONS 10. SEE STANDARD NUMBERS 1.24 AND 1.25 FOR PLACEMENT OF CATCH BASIN.
NO. DATE DESCRIPTION SECTION A -A SECTION A -A NO. DATE DESCRIPTION NO. DATE DESCRIPTION
TYPE - F TYPE - G
APPROVED DATE
APPROVED DATE APPROVED DATE
TOWN OF INDIAN TRAIL FRAME, GRATE AND HOOD TOWN OF INDIAN TRIAL TOWN OF INDIAN TRAIL
LAND DEVELOPMENT FOR USE ON STANDARD CATCH BASIN " LAND DEVELOPMENT BRICK DOUBLE CATCH BASIN LAND DEVELOPMENT BRICK DOUBLE CATCH BASIN
STANDARDS 2.02E STANDARDS 15 THRU 24 PIPE T "
2.03 STANDARDS 30 THRU 3 6 PIPE 2.04A R N CARp4%,�
r THE JOHN R. i
= n ' MCADAMSM.
z =
= :COMPANY, INC.
T
C-0293
OF
E /a BARS 'A" 9FNrRAL NOTES COVER h FRAME STD. 2.08
1. ALL EXPOSED CONCRETE TO BE CHAMFERED 1" FINISHED GRADE ELEVATION
3 SPACED 6" O.C. 2. ALL CONCRETE TO BE 3600 P.S.I_T
\\ �! %
v 15" THRU 24" PIPE 30" THRU 36' PIPE 3. ALL EXPOSED JOINTS SHALL BE CONCAVE TOOLED. ��
-o r' O 4. MORTAR JOINTS SHOULD BE BETWEEN 3/8' AND -lam
DIMENSIONS OF BOX AND PIPE DIMENSIONS OF BOX AND PIPE COVER TOP SLAB REINFORCMENT p"°•
1 5/8" THICK,
Q PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W 10 PIPE SPAN WIDTH WIDTH HEIGHT HEIGHT W 10 DIMENSION BARS - U BARS - V BARS - W TOT. 6" o •••
___ _ 5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD L -y .
D A 6 C MIN. H H2 LENGTH D A B C MIN. H H2 LENGTH E F N0. LENGTH NO. LENGTH NO. LENGTH LBS. X x COMMON CLAY BRICK. JUMBO BRICK WILL 7., .•
19" 3'-0" 2'-6" - 2'-10" 30" 3'_0. 2'-4' Y-4• 3'-2' VAR. 4'-0' '-10 a'-4" 4 1'-6" 3 d'-1' 3 4'-1" a5 j 1/2• BE PERMITTED. 3'-0" -
v 18" 3•-0' 2'-4" - 2'-1D" - 2'-10" 36" X-O" 2'-4" 3'-10 3'--- VAR. 4'-6" 2'-4' 4'-4' 4 2'-0' 4 4'-1' 3 4'-1' 49 I 1 1 6. FOR 8'-0" IN HEIGHT OR LESS USE B" WALL. OVER
m 24" 3'-0' 3'-4" - 2•-10" R B'-O" IN HEIGHT USE 12" WALL TO 6'-0' FROM TOP 3'-6' 3 289 `
O OF WALL AND 8" WALL FOR THE REMAINING 6'-0". SPRING STEP 1"-Z'
I I 7. ALL JUNCTION BOXES OVER 3'-6" IN DEPTH SHALL
LINE 12 12"
a 1O BE PROVIDED WITH STEPS V-2" ON CENTERS. STEPS 4•-0" • ^
w I I SHALL BE IN ACCORDANCE WITH STD. 2.09. MANHOLE "J�••'•. u N.
OPENING TO ALIGN WITH STEPS. GENERAL NOTES: / •••'•'•••
I^ •. a 1/2' OF E-1 B. DETAIL OF PIPE IN CONCRETE SHALL BE IN 6"
I^ I 1 ACCORDANCE WITH STD. 2.03. X x 1. ALL MORTAR JOINTS TO BE 112' (+/-) 1/8' //R, vmA \\\\
ti 9. FOR FRAME AND COVER DETAIL SEE STD. NO. 2.08 I 2. ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED. /7111I I I I111\ I /Ii �11
I 10. ALL PIPE IN STORM DRAIN STRUCTURE TO BE II'
r44 Y L_ - - - - J STRUCK EVEN WITH THE INSIDE WALL, GROUTED AND . I O D 3. ALL SLABS SHALL BE FORMED.
jl REVISIONS
No PLAN O BRUSHED SMOOTH. ^ L 4. ALL CONCRETE TO B€ 3600 P.S.I. COMPRESSIVE
CD
C 11. KEEP HOLES SHALL BE PLACED IN BACK WALL.
FRAME ONB COVER OF NUMBER IBM STONE CONTAINED N A UBI OF POROUS STRENGTH.
n, N A STONE DRAIN CONSISTING OF 1 (ONE) CUBIC FOOT
PLAN OF COVER 5. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE
H4 BARS "U" \r
1/2' OF E a F i FABRIC SHALL BE PLACED AT EACH WEEP HOLE.' 4' STRUCK EVEN WITH THE INSIDE WALL,
3 E EQUALLY SPACE 1 �- q 12. ALL SLABS SHALL BE FORMED. 6, 2'-1D" 5 16.•° 2 -10• GROUTED AND BRUSHED SMOOTH. NO. DATE
FINISHED SURFAC L A
r; pa BARS v" PART SECTION Y-Y ( 6. MANHOLES OVER 3'-6" IN DEPTH SHALL 1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
I? EQUALLY SPACED %8 BARS "W' M4 BARS v" • i SECTION DN "C BE PROVIDED WITH STEPS 1'-2' ON CENTERS, 12" 12` •� SECTION D-D 7. STEPS TO BE IN ACCORDANCE WITH STD. 2D9.
- DIMENSIONS OF BOX
m 94 BARS "U" T---------- AND PIPE REARS B. FOR RINC AND COVER SEE DETAIL 2.08.
--III[j' SEE COVER DETAIL PIPE SPAN WIDTH HEIGHT SIZE B INF.Y
i • '• INLET I p MANHOLE rt t, 5-7 2" 0 A B H E F N0. LENGTH -
CONC.
v1 / 42' 4'-8' 4'-B" 4'-9" 6' 0" 6' 0" 22 5'-9" • PIPE
0D }r �[T I OUTLET GROUT
6`J 1- 1-1/2•�-�F� 6,J A 4B" S-O" W-O" 5'-3" 6'-4" 6'-A 24 6'-1"
3 54" V-6" 5'-6" 5'-9' 6'-10" W-10" 26 6'-7"
m
o SECTION Y-Y SECTION X-X-------L__ I B sa" 6'-0" s'-o" 6-3" 7'-4" 7'-4" 20 7-1"
c•. . .• *' -------- 1\4' ROUT 66" 6'-6" 6'-6" 6'-9" 7'-10' 7'-10" 30 T-7" A
STEPS B- GONG. 5•-B" PLAN INFORMATION
U
SECTION X-X p x MANHOLE FRAME TO BE SET PIPE
IN 1/2" OF CEMENT MORTAR
c
GROUT
REVISIONS B.w
" PROJECT NO. KLP-19000
N0. DATE DESCRIPTION NO. DATE REVISIONSREVISIONS
No. DATE R�SDESCRIPTION FILENAME KLP19000-D1
o II 1
E APPROVED DATE SECTION Y-Y e COVER DETAIL 4- s°-B°�
APPROVED DATE :^� C : SECTION X-X APPROVED DATE%/��["' CHECKED BY MVD
TOWN OF INDIAN TRAIL DRAWN BY AJB
BRICK DOUBLE CATCH BASIN TOWN OF INDIAN TRAIL TOWN OF INDIAN TRAIL
LAND DEVELOPMENT T N R BRICK JUNCTION BOX II .,
STANDARDS 30 THRU 36 PIPE 2.048 LAND DEVELOPMENT „ D. N LAND DEVELOPMENT BLOCK MANHOLE 15 THRU 36 PIPE N R SCALE N/A
t1 STANDARDS 42 THRU 6 6 PIPE 2 06 STANDARDS 2•07
DATE 01. 17. 2020
W
C
SHEET
STORM DRAINAGE
DETAILS
C so4

MIN. B
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF APRON
TO BE DESIGNED BY THE ENGINEER.
2. REFER TO THE TOWN OF INDIAN TRAIL STORM WATER DESIGN MANUAL FOR
RIPRAP APRON DESIGN STANDARDS.
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END
_
- - - - - - - - - -
OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF
2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR
CULVERT HEIGHT.
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
- - - - - - - - - -- -
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED
_
SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE
SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE
APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END.
5. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1
PLAN
6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
B
7, .THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
L
CHANNEL SHALL NOT BE ALLOWED.
(10' MIN.)
S. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED.
I1
NOTE: MINIMUM H-2/3
PIPE DIAMETER
W (6' MIN.) _ _ i —NATURAL GRADE
RIP RAPT I�
I
�_4' /5 WASHED STONE
LAYER OF FILTER FABRIC
SECTION B-B
NOTES:
1. A MINIMUM OF 24' FROM OUTSIDE DAMETER OF PIPE TO SIDE
OF TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL
MATERIAL. BACKFILUNG OF TRENCHES SHALL BE ACCOMPLISHED
IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE
PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED 6'.
UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED
TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN
PLACED. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY
THE USE OF MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER
OF BACKFILL SHALL BE PLACED LOOSE ARE) THOROUGHLY COMPACTED
INTO PLACE.
2. ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY 1
STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 1l
3. ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS.
4, BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATE­
—SANITARY SEWER PIPE - — -
SEWER R/W
_ _ - - _ - _ _ — _ _ _ — - - -
---� ----o_
STORM DRAIN PIPE
PERMANENT STORM DRAIN R/W
THE SANITARY SEWER AND STORM DRAINAGE RIGHTS OF WAY MAY OVERLAP;
HOWEVER THE PIPE AND ASSOCIATED STRUCTURES MUST NOT BE IN THE OTHER
UTILITY'S RIGHT OF WAY, THE SANITARY SEWER RIGHT OF WAY WIDTHS SHALL
BE AS OUTLINED. THIS DETAIL DOES NOT APPLY TO STORM DRAINAGE UTILIZING
OPEN CHANNEL FLOW.
PLAN VIEW
PIPE
THE VERTICAL SEPARATION GUIDELINE
WILL BE USED UP TO THE POINT WHERE
THE TWO RIGHTS OF WAY ADJOIN EACH
OTHER.
THE SANITARY SEWER AND STORM DRAINAGE PIPES
MUST BE NO CLOSER TOGETHER HORIZONTALLY
1 I THAN THE VERTICAL DISTANCE BETWEEN THE TOP
t— OF THE HIGHER PIPE .0 THE BOTTOM OF THE
1 LOWER PIPE, A MAINTENANCE CREW MUST BE ABLE
TO DIC DOWN TO THE LOWER PIPE SLOPING THE
DITCH ON A 1:1 SLOPE AND NOT EXPOSE THE HIGHER
PIPE.
PIPE
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
NO.
I UAIt
I DESCRIPTION
--'
`--'
---`-- ""
NO.
I DATE I
DESCRIPTION
APPROVED DATE
APPROVED DATE
PROFILE VIEW
APPROVED DATE% �C
J
TOWN OF INDIAN TRAIL
RIPRAP APRON
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT
TRENCH
DETAIL
TOWN OF INDIAN TRAIL
OVERLAPPING STORM DRAINAGE/SANITARY
Z
Q
LAND DEVELOPMENT
STANDARDS
AT PIPE OUTLETS
2
STANDARDS
FOR STORM
DRAIN PIPES
T "
2.2'
R
LAND DEVELOPMENT
STANDARDS
SEWER EASEMENTS
U
20
2.25
O
—
aw
J
-
W
LU
-
Q
O
0
fV
- - - - - - - -
- - - - - - - - -
W
z
Z
a
L U
J
Easement Requirements for
Open Storm Drainage Channels
GENERAL NOTES:
Uj
W
co
of
CIE -
FOR CARRYING 500 ACRES OR
or
U
Area in Acreage Easement Requirement
0-45 ac. 20'
I.STREAMS
MORE OF SURFACE RUNOFF, THE EASEMENT
TO THE OF THE
(D
J
45-120 cc.
30'
REQUIREMENT IS BE WIDTH
STREAM FROM TOP OF BANK TO TOP OF BANK,
PLUS (+) 10' ON EACH SIDE OF STREAM.
a
�/
Or-
I-
120-500 cc.
500 ae.+
40'
see note
( 40' MINIMUM WIDTH )
Uj
Z
2.FOR OPEN CHANNELS THE MINIMUM
EASEMENT MUST CONTAIN THE WIDTH OF THE
Q
LU
Q
STREAM FROM TOP OF BANK TO TOP BANK.
a
LU
*
. 0 MIN.
Z
3. FOR ALL CHANNELS WITH STREAM BUFFERS.
THE EASEMENT IS THE URGER OF THE STREAM
�•
RUNNING SLOPE
X •
0
z
Easement Requirements for Storm Drain Pipe
BUFFER OR THE DRAINAGE EASEMENT.
ILL
Pipe Size
Easement Requirement
1 . 0' MIN.
O
O
15'
15,
1. 0' MIN.
::•:
Z
18'
15'
24'
15'
I
O
30'
20'
36'
20'
42'
25'
48'
25'
54'+
30'MIN (VARIES)
YARD SWALE DETAIL
N.T.S
APPROVED DATE '
TOWN OF INDIAN TRAIL MINIMUM DRAINAGE EASEMENT
LAND DEVELOPMENT REQUIREMENTS FOR STORM DRAIN PIPES ST N RV
STANDARDS AND OPEN CHANNELS 1 2.26
CAR
04
c THE JOHN R. i
= n ' McADAMS z =
= � -:COMPANY, INC. i
T
C-0293 r
. o
\\t1111111 ff////
3 289 =
///////R'I IVAN7\\\\�.
AI ��IZ I
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME
KLP19000-D1
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
STORM DRAINAGE
DETAILS
C 605

STORMWATER CONTROL M EASU RE 'A' CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY.
2. THE FINAL CERTIFICATION FOR THIS FACILITY WILL INCLUDE A CERTIFICATION BY THE ON -SITE GEOTECHNICAL ENGINEER THAT THE
PROJECT WAS CONSTRUCTED PER THE APPROVED PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE WITH THE
ON -SITE GEOTECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON -SITE GEOTECHNICAL ENGINEER CAN CERTIFY THE
CONSTRUCTION.
3. ALL CONSTRUCTION ACTIVITY RELATED TO THE PROPOSED STORMWATER MANAGEMENT FACILITY SHALL BE PER THE DETAILS AND
SPECIFICATIONS SHOWN IN THESE DRAWINGS. SOILS, COMPACTION, AND OTHER MISCELLANEOUS DETAILS AND SPECIFICATIONS MAY BE
MODIFIED PER THE RECOMMENDATIONS OF THE ON -SITE GEOTECHNICAL ENGINEER. HOWEVER PRIOR TO IMPLEMENTATION THE DESIGN
ENGINEER SHALL BE NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS, INCLUDING SHOP DRAWINGS FOR ANY PROPOSED
MODIFICATION.
4. THE CONTRACTOR SHALL REFER TO THE LANDSCAPE PLAN FOR THE PERMANENT PLANTING PLAN/SCHEDULE. PLEASE NOTE THAT NO
TREES/SHRUBS OF ANY TYPE MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT (FILL AREAS).
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER MANAGEMENT FACILITY MAY BE USED AS A SEDIMENT BASIN FOR
EROSION CONTROL PURPOSES. IF SO THE CONTRACTOR SHALL FOLLOW THE GENERAL CONSTRUCTION SEQUENCE BELOW:
5.1. THE CONTRACTOR SHALL CONSTRUCTTHE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM, ETC.) WITH THE EXCEPTION OF
THE INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL
PHASE IS COMPLETE.
5.2. THE TEMPORARY DRAW DOWN RISER OR SKIMMER SHALL BE CONNECTED TO THE PERMANENT 8--0 DIP DRAIN PIPE.
5.3. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR APPROVES THE REMOVAL OF THE
SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) AND CLEAN -OUT THE
BASIN. ALL SEDIMENT, TRASH, ETC. SHALL BE DISPOSED OF PROPERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN
AREA WHERE WATER QUALITY COULD BE ADVERSELY AFFECTED.
5.4. ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCT THE
INTERIOR GRADING SHOWN ON THIS SHEET.
5.5. ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION AND AN AS -BUILT SURVEY PRIOR TO
INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PLANTS. IF THE CONTRACTOR PLANTS THE PROPOSED VEGETATION
PRIOR TO AN AS -BUILT SURVEY (AND SUBSEQUENT APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE
AT THE CONTRACTOR'S EXPENSE.
5.6. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE PROPOSED STORMWATER
MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE FACILITY. AFTER COMPLETION OF THE PLANTING, THE
LANDSCAPE CONTRACTOR SHALL PROVIDE A LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER
THE APPROVED STORMWATER MANAGEMENT FACILITY PLANTING PLAN.
6. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAYER ALONG THE FOREBAY BERM IN THE PROPOSED
WET POND AFTER CONSTRUCTION / COMPACTION IS NOT DETERMINED SUITABLE BY A LANDSCAPE PROFESSIONAL FOR THE WETLAND
PLANTINGS, THEN THE CONTRACTOR SHALL AMEND THE PLANTING AREA OF THE WET POND AS DIRECTED BY A LANDSCAPE
PROFESSIONAL.
7. ANY REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING) ON THE DAM EMBANKMENT ONCE FINAL GRADES (AS
SHOWN ON THE GRADING PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR
SHALL SCARIFY THE THE TOP 2"-3" OF THE BERM SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL. THE
TOPSOIL DEPTH SHALL RANGE FROM 3"4' ON THE DAM EMBANKMENT. PLEASE NOTE THE STOCKPILED TOPSOIL SHALL BE AMENDED, AS
DIRECTED BY A LANDSCAPE PROFESSIONAL, PRIOR TO INSTALLATION ON THE EMBANKMENT.
8. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS (E.G. - EMBANKMENT SUB GRADE, INTERIOR
PORTIONS OF THE STORMWATER FACILITY, KEY TRENCH, ETC.). THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC.. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS OF THE STORMWATER FACILITY
SITE. DURING PLACEMENT OF FILL WITHIN THESE AREAS, THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF THE
EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM
AND SIDE SLOPES ARE STABLE, WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER MAY NEED TO BE DIRECTED TO AN
APPROVED EROSION CONTROL DEVICE SUCH AS A DIRT BAG (ACF ENVIRONMENTAL), OR ENGINEER APPROVED EQUIVALENT, PRIOR TO
DISCHARGE).
9. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE OF THE RETAINING WALL AT THE
BOTTOM.
10. THE RETAINING WALL IS TO BE A DESIGN -BUILD PROJECT(S) BY THE CONTRACTOR. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO
OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED PROFESSIONAL ENGINEER AND GAIN ALL REQUIRED PERMITS NECESSARY
FOR THE CONSTRUCTION OF THE RETAINING WALL.
11. THE RETAINING WALL SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR PROCESSED FILL UNLESS
CONTRACTOR CAN PROVIDE OWNER WITH CONFIRMATION FROM THE GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER
THAT READILY AVAILABLE ON -SITE SOILS CAN BE USED.
12. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE ELEVATIONS ONLY. THE EXTENT THAT
THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION
DRAWINGS.
BERM AND SOIL COMPACTION SPECIFICATIONS
1. PRIOR TO CONSTRUCTION THE ON -SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW FILL AREAS AND VERIFY THEIR SUITABILITY
FOR USE WITHIN THE DAM EMBANKMENT. ALSO, THE ON -SITE GEOTECHNICAL ENGINEER SHALL PERFORM STANDARD PROCTORS ON THE
PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED / CONTROLLED
DURING CONSTRUCTION.
2. ALL FILL MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL BE TAKEN FROM BORROW AREAS APPROVED BY THE ON -SITE
GEOTECHNICAL ENGINEER. THE FILL MATERIAL SHALL BE FREE FROM ROOTS, STUMPS, WOOD, STONES GREATER THAN 6", AND FROZEN
OR OTHER OBJECTIONABLE MATERIAL. THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND
KEY TRENCH: ML AND CL. ALL FILL MATERIALS SHALL BE APPROVED BY THE ONSITE GEOTECHNICAL ENGINEER FOR THE INTENDED USE.
3. FILL PLACEMENT FOR THE EMBANKMENT SHALL NOT EXCEED A MAXIMUM 8" LIFT (UNCOMPACTED). EACH LIFT SHALL BE CONTINUOUS
FOR THE ENTIRE LENGTH OF EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE BERM SECTION ALL UNSUITABLE MATERIAL SHALL BE
REMOVED AND THE SURFACE PROPERLY PREPARED FOR FILL PLACEMENT. FILL MATERIAL ADJACENT TO ALL SPILLWAY AND DRAINAGE
STRUCTURES SHALL BE PLACED IN 4-INCH (UNCOMPACTED) LIFTS AND HAND -COMPACTED TO THE SAME COMPACTION AND MOISTURE
REQUIREMENTS AS THE ENTIRE EMBANKMENT.
0
4. ALL FILL SOILS USED IN THE EMBANKMENT CONSTRUCTION SHALL BE COMPACTED TO AT LEAST 95/o OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698). THE FILL SOILS SHALL BE COMPACTED AT A MOISTURE CONTENT WITHIN -1 TO +3 PERCENT OF ITS
OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO VERIFY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING A
SHEEPSFOOT TYPE COMPACTOR. IN ORDER TO PREVENT DAMAGE TO THE PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE.
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE
GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THIS CERTIFICATION MUST ADDRESS THE TESTING FOR
MATERIALS AND COMPACTION OF THE DAM EMBANKMENT AND SPILLWAY. THESE REPORTS AND CERTIFICATION WILL BE NEEDED DURING
THE AS -BUILT CERTIFICATION PROCESS FOR THIS STORMWATER CONTROL MEASURE. THEREFORE, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEOTECHNICAL ENGINEER.
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED
DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT
OF FILL OR AS RECOMMENDED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. TESTING WILL BE REQUIRED ALONG THE 36"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PER VERTICAL FOOT
OF FILL OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
CONSTRUCTION SEQUENCE
1. PRIOR TO CONSTRUCTION, THE OWNER SHALL OBTAIN A LAND DISTURBING (GRADING) PERMIT AND AN "APPROVAL TO CONSTRUCT"
FROM THE VILLAGE OF WESLEY CHAPEL AND TOWN OF INDIAN TRAIL AND ALL OTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES
(E.G. 404 / 401 PERMITS)
2. INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE
CONTRACTOR SHALL MAINTAIN ALL APPROVED SEDIMENT AND EROSION CONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
REQUIRED. THE CONTRACTOR SHALL RECEIVE APPROVAL FROM THE EROSION CONTROL INSPECTOR, AS REQUIRED BY GOVERNING
AGENCIES, PRIOR TO ANY CLEARING.
3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONSTRUCTION. ALL TREES AND THEIR ENTIRE ROOT SYSTEMS MUST
BE REMOVED FROM THE DAM FOOTPRINT AREA AND BACKFILLED WITH SUITABLE SOIL MATERIAL. THE BACKFILLED AREAS SHALL BE
COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT SHALL BE STRIPPED TO
A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER. ANY RESIDUAL SOILS TO BE LEFT IN PLACE MUST BE WELL
SCARIFIED TO PROMOTE BONDING OF THE NEW EMBANKMENT FILL. NO EMBANKMENT MATERIAL SHALL BE PLACED FOR THE DAM OR
KEY TRENCH UNTIL APPROVAL OF THE DAM SUBGRADE / TRENCH IS OBTAINED FROM THE ON -SITE GEOTECHNICAL ENGINEER.
4. EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE TRENCH SHALL EXTEND A
MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE CONCRETE CRADLE AND SHALL HAVE A MINIMUM BOTTOM WIDTH OF 5
FEET. THE KEY TRENCH SIDESLOPES SHALL BE A MINIMUM OF 1:1 (H:V). THE KEY TRENCH SHALL BE COMPACTED TO THE SAME
SPECIFICATION LISTED IN ITEM 4 OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." DEPENDING UPON ON -SITE
SOIL CONDITIONS ENCOUNTERED DURING EXCAVATION, THE ON -SITE GEOTECHNICAL ENGINEER MAY VARY THE DEPTH AND DIMENSIONS
OF THE KEY TRENCH AS DEEMED NECESSARY. THE ON -SITE GEOTECHNICAL ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION
FOR FUTURE AS -BUILT SUBMITTALS TO THE VILLAGE OF WESLEY CHAPEL.
5. BEGIN PLACEMENT OF BACKFILL WITHIN THE KEY TRENCH. THE KEY TRENCH SHALL BE COMPACTED TO THE SPECIFICATIONS LISTED ITEM 4
OF THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS." THE KEY TRENCH SHALL BE TESTED PER THE SPECIFICATIONS
LISTED IN THAT SECTION.
6. PRIOR TO INSTALLATION, SUBGRADE CONDITIONS ALONG THE SPILLWAY PIPES SHOULD BE EVALUATED BY THE ON -SITE GEOTECHNICAL
ENGINEER TO ASSESS WHETHER SUITABLE BEARING CONDITIONS EXIST AT THE SUBGRADE LEVEL. SHOULD SOFT OR OTHERWISE
UNSUITABLE CONDITIONS BE ENCOUNTERED ALONG THE PIPE ALIGNMENTS, THESE MATERIALS SHOULD BE UNDERCUT AS DIRECTED BY
THE GEOTECHNICAL ENGINEER. THE UNDERCUT MATERIALS SHALL BE REPLACED WITH ADEQUATELY COMPACTED STRUCTURAL FILL, LEAN
CONCRETE OR FLOWABLE FILL AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
7. IN ORDER TO HELP PROTECT THE SOIL SUBGRADE FROM DETERIORATION DUE TO EXPOSURE RAINFALL SEEPAGE AND RUNOFF BEFORE
THE CRADLE CAN BE POURED IT IS STRONGLY RECOMMENDED THAT A 3" TO 4" THICK CONCRETE MUD MAT BE POURED OVER THE
SUBGRADE ONCE IT IS APPROVED BY THE ON -SITE GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE
BLOCKS THAT TEMPORARILY SUPPORT THE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD OF BLOCK SUPPORT FOR THE
PIPE PROPOSED BY THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R. McADAMS COMPANY FOR REVIEW.
8. BEGIN CONSTRUCTION OF THE NEW EMBANKMENT. FILL MATERIALS SHALL BE PLACED IN MAXIMUM 8" THICK LIFTS PRIOR TO
COMPACTION, UNLESS DIRECTED OTHERWISE BY THE ON -SITE GEOTECHNICAL ENGINEER. FILL LIFTS SHALL BE CONTINUOUS OVER THE
ENTIRE LENGTH OF FILL. IF IT IS NECESSARY, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT BACK
TO FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION.
9. AS CONSTRUCTION OF THE EMBANKMENT MOVES FORWARD IT WILL BE NECESSARY TO INSTALL THE CONCRETE CRADLE. THIS MAY BE
CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:
9.1. IF THE PROPOSED STRUCTURAL FILL MATERIAL IS UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE, THEN THE STRUCTURAL
FILL SHOULD BE INSTALLED AND COMPACTED UP TO THE TOP OF CONCRETE CRADLE ELEVATION. ONCE THE STRUCTURAL FILL
REACHES THE NEXT DOWNSTREAM JUNCTION BOX OR HEADWALL AND IS COMPACTED TO THE ELEVATION OF THE TOP OF THE
CONCRETE CRADLE, EXCAVATE THE CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS AND CONSTRUCT THE CONCRETE
CRADLE AS PER THE PROVIDED CONCRETE CRADLE DETAIL.
9.2. IF THE PROPOSED STRUCTURAL FILL IS NOT UTILIZED AS THE FORMWORK FOR THE CONCRETE CRADLE THEN PRIOR TO
CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON
EXISTING GROUND AND / OR THE MUD MAT. THE CONCRETE CRADLE SHALL BE CONSTRUCTED PER THE PROVIDED DETAILS.
10. INSTALL RISER / BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. THE DRAIN VALVE LOCATED WITHIN THE RISER BOX
SHALL BE KEPT OPEN UNTIL AN AS -BUILT CERTIFICATION HAS BEEN COMPLETED BY THE ENGINEER AND AN APPROVAL TO IMPOUND HAS
BEEN ISSUED BY ALL APPLICABLE AGENCIES.
11. INSTALL 36" RCP OUTLET BARREL SPILLWAY FILTER FROM THE DETAILS SHOWN ON SHEET SHEET C9.02.
12. CONSTRUCT EMBANKMENT PER SPECIFICATIONS LISTED IN THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS" AND
REQUIREMENTS OF THE ON -SITE GEOTECHNICAL ENGINEER. ALL CHARACTERISTICS OF THE EMBANKMENT FILL MATERIAL SHALL MEETTHE
STANDARDS SET FORTH IN BERM AND SOIL COMPACTION SPECIFICATIONS INCLUDING COMPACTION AND MOISTURE REQUIREMENTS. IF
NECESSARY TO ACHIEVE PROPER COMPACTION THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT
BACK TO PROPER FINAL GRADE. ANY HAND COMPACTION ACTIVITIES AROUND SPILLWAY OR DRAIN STRUCTURES SHALL BE CONDUCTED IN
4-INCH LOOSE LIFTS AND BE TO THE SAME COMPACTION AND MOISTURE REQUIREMENTS AS THE ENTIRE EMBANKMENT. ALL
COMPACTION AND MOISTURE TESTING SHALL BE CARRIED OUT AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER AND AS LISTED IN
THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS".
13. UPON COMPLETION OF DAM EMBANKMENT, PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE.
14. SCHEDULE A FINAL AS -BUILT INSPECTION AND AS -BUILT SURVEY WITH THE ENGINEER. AN AS -BUILT INSPECTION SHOULD BE SCHEDULED A
MINIMUM OF 60 DAYS BEFORE A PERMIT TO IMPOUND IS REQUIRED. ANY COMMENTS OR DEFICIENCIES IN THE DAM CONSTRUCTION
MUST BE CORRECTED TO THE SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED. UPON FINAL
APPROVAL FROM THE VILLAGE OF WESLEY CHAPEL, CLOSE THE 8"0 BOTTOM DRAIN VALVE IN THE RISER BOX AND BEGIN IMPOUNDING
WATER. NO WATER SHALL BE IMPOUNDED BEFORE AN APPROVAL TO IMPOUND IS ISSUED FROM THE VILLAGE OF WESLEY CHAPEL.
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
1. THE 36"0 RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OF ASTM C76-LATEST.
THE PIPES SHALL HAVE CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
2. THE STRUCTURAL DESIGN FOR THE 4' X 4' (INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO
ORDERING THE STRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER FOR REVIEW, SHOP DRAWINGS AND
SUPPORTING STRUCTURAL CALCULATIONS SEALED BY A P.E. REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL
LOADS ARE SUPPORTED BY THE CONCRETE RISER STRUCTURE.
3. THE RISER BOX OUTLET STRUCTURE SHALL BE PROVIDED WITH STEPS 16" ON CENTER. STEPS SHALL BE PROVIDED ON THE INNER WALL OF
THE RISER BOX. STEPS SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. PLEASE REFER TO SHEET C9.01 FOR LOCATION OF THE RISER
STEPS.
4. THE CONCRETE ANTI -FLOTATION BLOCKS SHALL BE PRECAST AS THE EXTENDED BASE OF THE RISER BOX DURING FABRICATION. THE
PRECAST BASE SHALL BE INCLUDED AS PART OF THE SHOP DRAWINGS THAT WILL BE SUBMITTED TO THE ENGINEER FOR REVIEW (SEE ITEM
2 ABOVE). IN LIEU OF A PRE -CAST BASE, THE CONTRACTOR MAY OPT TO CAST -IN -PLACE THE ANTI -FLOTATION BLOCK IN THE FIELD.
HOWEVER, PRIOR TO CONSTRUCTING THE CAST -IN -PLACE BASE, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER
FOR REVIEW DENOTING THE FOLLOWING:
A. STEEL REINFORCEMENT
B. THE CONNECTION MECHANISM TO JOIN THE ANTI -FLOTATION BLOCK WITH THE RISER SECTION
5. IF THE ANTI -FLOTATION BLOCK IS PRECAST AS PART OF THE RISER BASE SECTION THE ENTIRE PRECAST RISER BOX STRUCTURE SHALL HAVE
A SHIPPING WEIGHT OF 16,603 LBS. THE STRUCTURE WEIGHT SHALL BE THE SHIPPING WEIGHT AND SHALL BE DETERMINED BY
SUBTRACTING THE WEIGHT OF THE FACTORY BLOCK OUTS FROM THE GROSS STRUCTURE WEIGHT. THIS INFORMATION SHALL BE SHOWN
ON THE SHOP DRAWINGS SUBMITTED TO THE ENGINEER FOR REVIEW. IF THE CONTRACTOR OPTS TO CAST -IN -PLACE THE ANTI -FLOTATION
BLOCK, THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER STRUCTURE IS EQUALTO THE MINIMUM LISTED ABOVE.
6. THE RISER BOX JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT CONFORMING TO ASTM-C990-LATEST. IF NECESSARY, THE
CONTRACTOR SHALL INCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO ENSURE A WATERTIGHT CONNECTION. THE
CONTRACTOR SHALL PARGE JOINTS ON BOTH THE INSIDE AND OUTSIDE WITH NON -SHRINK GROUT.
7. PRIOR TO ORDERING, THE CONTRACTOR SHALL SUBMITTRASH RACK SHOP DRAWINGS TO THE ENGINEER FOR REVIEW. CONTRACTOR
SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR
FUTURE MAINTENANCE ACCESS. CONTRACTOR SHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING THE ACCESS HATCH. NOTE THE
ACCESS HATCH SHALL LINE UP WITH THE ACCESS STEPS AFTER INSTALLATION.
8. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED:
-MINIMUM 3000 PSI (28 DAY)
-SLUMP = 3" - 5"
-ENTRAINED AIR = 5% - 7%
PLEASE NOTE NO CONCRETE SHALL BE POURED WHEN THE AMBIENT AIR TEMPERATURES ARE EXPECTED TO BE ABOVE 85°F OR BELOW
40°F. CAST -IN -PLACE CONCRETE SHALL BE "WET CURED" AFTER FINISHING FOR A MINIMUM OF 48 HOURS.
9. GEOTEXTILE FABRIC FOR THE 36" 0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED EQUAL (NON -WOVEN
FABRIC)
10. STORMWATER FACILITY EMERGENCY DRAW DOWN IS VIA AN 6" 0 PLUG VALVE. THE VALVE SHALL BE A M&H STYLE 1820 X-CENTRIC VALVE
OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWA C-517, AND SHALL BE OPERABLE FROM TOP OF OUTLET STRUCTURE
VIA A HAND WHEEL (SEE DETAIL SHEET C9.02). THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WRENCH WITH A HAND WHEEL
ON TOP FOR OPERATION OF THE 6" 0 PLUG VALVE. A CHAIN AND LOCK SHALL ALSO BE PROVIDED FOR SECURING THE WRENCH TO THE
TRASH RACK.
GRACE POINTE DRIVE
w (50' PUBLIC R/W) 121
I v
W j LOT LINE STORMWATER ) \ -d•\ - \ 1 \02,CONTROL MEASURE \ \ 1 \ \
MAINTENANCE/ACCESS / / ILL
I 1 \ \\\ J
O l EASEMENT (TYP.)
614
7-1
611
/ `9s STORMWATER CONTROL
MEASURE
610 / ' MAINTENANCE/ACCESS
REFER TO THE C3 SERIES I \ \ \\ ✓ // / / / / i ( EASEMENT (lYP.)
i
FOR THE DETAILED DESIGN OF
THE STORM SEWER SYSTEMso \ _ _ _ o�� J / / / / l DRAINING TO THE SCM. ! I I N o / / / r-
-r
_ I ,
I II 0.
3:1 I 3:1+ 592. \
s
\
---603-9
\
REFER TO THE C3 SERIES -
FOR THE DETAIL
ED DESIGN OF
THE STORM SEWER SYSTEM
DRAINING TO THE SCZ
_J
\
SLOPE SLOE
IQ
s\\
+ 592.00 592.00 + ` _ - - - - -- - - - \ / o
�� NWSE - 597.00 \ '/ / \ /
t o SEDIMENT 595 I \
o I FOREBAY 592.50 + i I = \ ���
BOTTOM AT 592.0'
\ 1
�n SLOPE I
o
1
I I u I (1' SEDIMENT STORAGE) �591
M 0)M Ln
\o\ 1 1
I1 I \ �
ho w 1 592.50 + LT 2 0 °�
I� o
Iz I I I 1
N
IIIIIIII
1
�
1IIII1I1/
-
--
-
L5
-
9-
-
0
�
�
_1=
II I
IIIlI1I II IiII
iII
jI
iII
I
B
I
o
o
0
az
CZ�r
-
592.50 +
+ 592.50 + 592.50
595 FOREBAY BERM EL. -597.00
MINIMUM WIDTH _ 5 FT597- a
+ 597.00 TO BE COMPACTED
PER "BERM AND SOIL 00N-595
0 COMPACTION SPECIFICATIONS" 0
591 o O
mo
Ln
CO
s
ool3.111 3:1 1 1 3:1 3:1 3:1
SLOPE OPE SLOPE LSLOPE SLOPE
MAIN POOL , o
BOTTOM AT 591.0' 3: o
(1' SEDIMENT STORAGE) z o
pf
10-FT AQUATIC SHELF
`1N
I
o I I I�IIII�II
U
m II
II1IIIII1
FROM
R
O-M
E
\
.
596.50
96/.5/
1
TO
/
597
.
50
)
C
o
° �
o\i 4
9 L
F 03
6
"
\
0
CLASS
III
® 10:1 SLOPE (TO BE INSTALLED 0-RING RCP ® 1.02%
AROUND SCM PERIMETER) W/ CONCRETE CRADLE
PRECAST RISER OUTLET STRUCTURE (JOINTS WRAPPED IN
m GEOTEXTILE FABRIC)SHAPE = SQUARE
INTERNAL DIMENSIONS = 4 FT. x 4 FT. ENDWALL PER NCDOT STD. 838.
80TOP OF RISER = 601.20 INV. OUT (36"0 RCP) - 596.000 (4) RECTANGULAR WEIRS (3'W x 1H) = 600.20
TOR
(4) 3.00"0 ORIFICE = 598.30 VELOCITY DISSI4.5"0 ORIFICE INVERTED SIPHON = 597.00 NCDOT CLASS T RIPRAP°' I INVERT OUT (36"0 0-RING RCP) = 596.50II(SEE DETAIL ON SHEET C9.01) 241 X 9'W X 22" THICK
w D50 = 13
(SEE DETAIL SHEET C9.02)Z 0 / J593
594
ho
STORMWATER CONTROL FO0 N
MAINTENANCE/ACCESSMEASURE
EASEMENT (7YP.)
L 596
s
I 1 / oLLI / /
I /
I
5 9 �
LL
\\ � N JO 595 2 / / 600
co
I I 595 -- ^ a /
1 1 1
N 0- FOREBAY BERM EL. = 597.00 '
\ + 592.50 \ / / MINIMUM WIDTH = 5 FT
\ \\ \ SEDIMENT 592.50 + / / / / TO BE COMPACTED
\\ \ \ / 603 FOREBAY PER "BERM AND SOIL
\ \\ / COMPACTION SPECIFICATIONS" \ \ \ BOTTOM AT 592.0' 6o4
(1' SEDIMENT 0
\ \. 'IQ \ \� STORAGE) l °' 11l0 3 604 9 /
\\ \ \ � \\ ,� ° / � o
6 'X )0 +
607
J . 608 \\IN
eo9
1 U `\------- 610
WTHE C3
\ i �\ _ \�\ \ 89
611 O J FOR T HEE DETOAILED DESIGN SERIES
\ �- \ /O \
~ THE STORM SEWER SYSTEM
DRAINING TO THE SCM.
Q o, ►I�;
Ow IT
o �
o Q RAGING CREEK DRIVE GRAPHIC SCALE
Z J (50 PUBLIC R/W) 0 15 30 60
> STORMWATER CONTROL MEASURE W PLAN VIEW finch =30ft.
1" = 30'
'J
MCADAMS
The John R. McAdams Company, Inc.
3430 Torin don Way
Y
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
`1N
I
o I I I�IIII�II
U
m II
II1IIIII1
FROM
R
O-M
E
\
.
596.50
96/.5/
1
TO
/
597
.
50
)
C
o
° �
o\i 4
9 L
F 03
6
"
\
0
CLASS
III
® 10:1 SLOPE (TO BE INSTALLED 0-RING RCP ® 1.02%
AROUND SCM PERIMETER) W/ CONCRETE CRADLE
PRECAST RISER OUTLET STRUCTURE (JOINTS WRAPPED IN
m GEOTEXTILE FABRIC)SHAPE = SQUARE
INTERNAL DIMENSIONS = 4 FT. x 4 FT. ENDWALL PER NCDOT STD. 838.
80TOP OF RISER = 601.20 INV. OUT (36"0 RCP) - 596.000 (4) RECTANGULAR WEIRS (3'W x 1H) = 600.20
TOR
(4) 3.00"0 ORIFICE = 598.30 VELOCITY DISSI4.5"0 ORIFICE INVERTED SIPHON = 597.00 NCDOT CLASS T RIPRAP°' I INVERT OUT (36"0 0-RING RCP) = 596.50II(SEE DETAIL ON SHEET C9.01) 241 X 9'W X 22" THICK
w D50 = 13
(SEE DETAIL SHEET C9.02)Z 0 / J593
594
ho
STORMWATER CONTROL FO0 N
MAINTENANCE/ACCESSMEASURE
EASEMENT (7YP.)
L 596
s
I 1 / oLLI / /
I /
I
5 9 �
LL
\\ � N JO 595 2 / / 600
co
I I 595 -- ^ a /
1 1 1
N 0- FOREBAY BERM EL. = 597.00 '
\ + 592.50 \ / / MINIMUM WIDTH = 5 FT
\ \\ \ SEDIMENT 592.50 + / / / / TO BE COMPACTED
\\ \ \ / 603 FOREBAY PER "BERM AND SOIL
\ \\ / COMPACTION SPECIFICATIONS" \ \ \ BOTTOM AT 592.0' 6o4
(1' SEDIMENT 0
\ \. 'IQ \ \� STORAGE) l °' 11l0 3 604 9 /
\\ \ \ � \\ ,� ° / � o
6 'X )0 +
607
J . 608 \\IN
eo9
1 U `\------- 610
WTHE C3
\ i �\ _ \�\ \ 89
611 O J FOR T HEE DETOAILED DESIGN SERIES
\ �- \ /O \
~ THE STORM SEWER SYSTEM
DRAINING TO THE SCM.
Q o, ►I�;
Ow IT
o �
o Q RAGING CREEK DRIVE GRAPHIC SCALE
Z J (50 PUBLIC R/W) 0 15 30 60
> STORMWATER CONTROL MEASURE W PLAN VIEW finch =30ft.
1" = 30'
'J
MCADAMS
The John R. McAdams Company, Inc.
3430 Torin don Way
Y
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
LU
OU
a
W
J
-
W
LU
-
O
O
00
Z
LU
(
a
z
LU
J
J
VAWorCo
LU
%
0
W�(Da=
Q
=
LU
>
~
z
DC
O
�
LUo
z
-
z
J
LL
O
W
z
0
�N CARO<
THE JOHN R. i
= n ' McADAMS
= :COMPANY, INC.
C-0293 r V� ;
T4.
�'. CC, OOF
� .`
qTF ...• �� ,`�.
3 289
INEF,Q;�v
�,��4,� R• VAN
�I
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20. 2021 REVS PER 3RD REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-SWA
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=30'
DATE
01. 17. 2020
SHEET
STORMWATER CONTROL
MEASURE'A' PLAN VIEW
C9600

TOP OF HANDWHEEL TO EXTEND
1-FOOT ABOVE TRASH RACK
TOP OF DAM EL. = 603.50
100-YEAR STORM EL. = 602.73
50-YEAR STORM EL. = 602.20
25-YEAR STORM EL. = 601.69
10-YEAR STORM EL. = 601.18
TOP OF RISER EL. = 601.20 (4) RECTANGULAR WEIRS
2-YEAR STORM EL. = 600.25 (ON EACH SIDE OF RISER)
3'W x 1. O' H
1-YEAR STORM EL. = 599.73 AT INV=600.20
(4) 3"0 ORIFICE
INV. = 598.30
WATER QUALITY VOLUME = 598.06 (2 PER SIDE)
NORMAL WATER SURFACE EL. = 597.00
36"0 0-RING RCP INVERT EL. = 596.50
DAM ELEV: 603.50
MAIN POOL
ELEV: 597.00
TRASH RACK 10 FT. WIDE MINIMUM TEMPORARY POOL
(SEE DETAIL) PROPOSED GRADE COMPACTED BERM SECTION ELEV: 598.08
(SEE BERM AND SOIL COMPACTION
CONCRETE COLLAR 3 = I I=III=III=III=III=III=III=III=III=III=III 3 SPECIFICATIONS ON SHEET C9.00) - - -
1.00 (TO BE CONSTRUCTED IN I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III- 1 SPILLWAY FILTER SEDIMENT MAIN
SEE DETAIL) 0"'11 THE FIELD Y THE CONTRACTOR, 1 - I I=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=- (SEE DETAIL SHEET C9.02) FOREBAY POOL VEGETATIVE SHELF
_ II II II II II II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-III_ _ TOP: 597.50
- - = I I I I=I 11=I 11=I 11=I 11=I 11=I I I=1 11=I 11=I I I=III=III=III=III=III=III=III=III=III=III=III=III 6" COVER FOREBAY SEDIMENT BOTTOM: 596.50
6" COVER STORAGE ELEV: 593.00
(MIN.) - I I=I I I=1 I I I=1 I I=1 11=III=III=III=III=III=III=III=III=III=III=III-III-III-III-III-III-III-III--III=III (MIN.) MAIN POOL SEDIMENT
14=1 I4J I I=I I I 1=III=III=III=III=1 I E 11=I I I=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I I I=III= STORAGE ELEV: 592.00
- =III=I 11=I 11=I I I-- --I I Icl I ICI I =III=III=I I I=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I 11=I I ElIElII=III=III II BOTTOM OF SEDIMENT BOTTOM OF SEDIMENT
591 00
=1 I I=I I =I I -III III IIEl I ; , III I I I I III I I I I I II-�l I [Ell I I � I I EIII=III=III=III=IIElIElIElIElIElIElIElII l I,-; I I I„` I�-1 I I �II I ENDWALL PER NCDOT STD. 838.80 STORAGE ELEV: 592.50 (1 STORAGE ELEV: DEPTH
__________ ___ � � I I I I I I I I III -III -III -I I I -I I I -I I I -I I I-� I �_ J_ _ J_ �_ (SEE DETAIL ON SHEET C9.02) (6 IN DEPTH AT EXIT)
WET POND FLOW ------------7::� - -
APPROXIMATE LOCATION OF
O -� 49 LF CLASS III 36"0 0-RING RCP _ -------- - -�-- � �_ __ BOTTOM OF SEDIMENT
EXISTING GROUND STORAGE ELEV: 592.00
(ASTM C76-LATEST) 0 1.02� - (1 FT DEPTH AT ENTRANCE) CROSS SECTION
�OC�
J / ° d ° d
--- - 4-----d zd
----- ---------d -----4------------' 4
----------- a
oC
-
d
d
--II
-°-1-I�I
_I
d°
4 4/
4
a °
°I
4.5"0 INVERTED SIPHON
RN
INV. = 597.00
III III IIII/II
II III
III IIIIII III IIIIII
II IIIIII
II IIIIIII III IIIIIII IIIII III IIIIIIIII IIIIIIIII IIII
IIIIII
2.0' (MIN) -
I- I
II_ I II-I
IIII IIIIII IIIIII IIIIII IIIIII IIIIII IIIIII IIII
III III
III IIIIII IIIIII IIIIII IIIIII IIIII IIIIII IIIII
III III IIIIII III I
(SEE DETAIL ON SHEET C9.02)
I
-III I -
���
1',, II
-I
THICK K JOINT OINICRETEICRADLE 11
FILLERMATERIAL II
IIII
I I
INV 36'0 0-
VI
ELOCITiY-DISSIPAt TOR
6"0 EMERGENCY DIP
SEE DETAIL ON SHEE9.
5 FT. WIDE
EL. 596.0
III(SEE DETAIL SHEET C9.02)
DRAIN TRASH RACK I III III III III III II
I '
I-II-IdI
I-_
KEY TRENCH (SEE BERM I
IUIIQIII
1 I
DETAIL ON SHEET C9.02)
INVERT OUT
COMPACTION SPECIFICATION
-A DOUBLE LAYER OF NON -WOVEN
NOTES:(SEE
III III III III III III
.
III III III III III III III III III III III III III
III III III III III III
SHEET C9.00) KEY TRENCH TO BE =
III I III III
GEOTEXTILE FABRIC SHALL BE PLACED
III I III III III III„.III
II -
-III
CONCRETE
CONTRACTOR SHALL FORM INVERT IN
= PROVIDED PER THE DIRECTION OF
_
- AROUND EACH JOINT OF THE 36" 0 0-RING RCP - I 1
1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING (SEEDING)
ANTI -FLOTATION BLOCK
-BOTTOM OF RISER STRUCTURE TO DRAIN III III III
III III III III
THE SITE GEOTECHNICAL ENGINEER -
BARREL IN 2 WIDE STRIPS CENTERED ON JOINT. -III-
THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN ON THE GRADING
x J"O GRADE 8
NLESS STEEL
CRETE LAG
=W
18 " X 4" X
GALVANIZED STEEL
STRAP (4 PER
RISER JOINT)
0
RISER JOINT CONNECTION DETAIL
N.T.S.
NOTES:
1. CONCRETE ANTI -FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE
AND SHRINKAGE STEEL REINFORCEMENT.
2. TRASH RACKS NOT SHOWN FOR CLARITY.
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY
THE CONTRACTOR. THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER
VIA THE HANDWHEEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM.
4. CONTRACTOR SHALL PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM
THE RISER.
5_0'
4.0'
3.0'
(4) RECTANGULAR WEIRS
°
(ON EACH SIDE OF RISER)
3'W x VH
d
c
AT INV=600.20
(4) 3"0 ORIFICE
d
INV. = 598.30----�
(2 PER SIDE)
INVERTED INTAKE-----,,i
(SEE DETAIL ON36"�
0-RING
SHEET C9.02)
i\ RCP
6"0 DIP DRAIN
i
W/ TRASH RACK
I �'
(SEE DETAIL ON
SHEET C9.02)
°
d
d 4
d
°
°
d °
°
° 4
d
CONCRETE
ANTI -FLOTATION
BLOCK
6" DIP DRAIN
W/ TRASH RACK
(SEE DETAIL ON
SHEET C9.02)
- III III l l l l l l l III III 1 III PLAN) HAVE BEEN ESTABLISHED WITH COMPACTED FILL. PRIOR TO TOPSOIL
- III III III BARREL INVERT
NON-SHRINK NKUGROUT III III III III III III III III III III III III 1
III - PERMANENT DAM CROSS SECTION ��IIIIIIIIIIi� INSTALLATION, THE CONTRACTOR SHALL SCARIFY THE TOP 2-T03-INCH ES OF THE
BERMN SECTION TO PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED
N.T.S. FILL. THE TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON THE DAM
EMBANKMENT.
d
1.5'
°d
8.0'
5.0'
d
°
d
d
d
°
°
°
d
d
°
d
°
4
Q
3.0'
INVERTED SIPHON d °
(SEE DETAIL ON SHEET C9.02) °
d °
d
°
Un °
d d °
d
4
°
6" PLUG VALVE. THE VALVE SHALL BE A
M&H STYLE 1820 X-CENTRIC VALVE OR (4) 3"0 ORIFICE
APPROVED EQUAL. THIS VALVE SHALL BE IN INV. = 598.30
ACCORDANCE WITH AWWA C-517, AND (2 PER SIDE)
SHALL BE OPERABLE FROM TOP OF OUTLET
STRUCTURE VIA A HANDWHEEL.
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 16" O.C.
TOP OF RISER EL. = 601.20
(4) RECTANGULAR WEIRS -
(ON EACH SIDE OF RISER)
3'W x VH
AT INV=600.20
VALVE STEM GUIDE -
(SEE NOTE #3)
(4) 3"0 ORIFICE -
4.20' INV. = 598.30
(2 PER SIDE)
5.95'
INVERTED INTAKE
(SEE DETAIL ON
SHEET C9.02)
INVERT EL. = 596.50
0.50' 6" DIP DRAIN
W/ TRASH RACK 77
° (SEE DETAIL ON
° SHEET C9.02)
1.25'
d ° d CONTRACTOR SHALL SEAL
THE PIPE PENETRATION
USING A RUBBER BOOT
AND STAINLESS STEEL
HARDWARE
CONTRACTOR SHALL FORM 60 DIP DRAIN PIPE_
INVERT OF RISER STRUCTURE CONTRACTOR SHALL CORE -DRILL THE
TO DRAIN POSITIVELY TO HOLE FOR THE 6"0 DIP PIPE IN THE
INVERT OF OUTLET BARREL FIELD. PRECASTER SHALL OMIT
USING NON -SHRINK GROUT REINFORCEMENT IN THIS AREA
PERMANENT OUTLET STRUCTURE DETAILS
N.T.S.
1.5' (4) RECTANGULAR WEIRS
(ON EACH SIDE OF RISER)
3'W x VH
° AT INV=600.20
° 1 " THICK JOINT FILLER MATERIAL
110 ° L
d d
° ° ° CONCRETE CRADLE
'6 ° (SEE DETAIL ON
° SHEET C9.02)
d
°
° 36"0 0-RING
° RCP
FLOW
d
°
d
4 d
d
° d d CONCRETE COLLAR
° (TO BE CONSTRUCTED IN
THE FIELD BY THE CONTRACTOR,
d ° d SEE DETAIL)
d 1" THICK JOINT FILLER MATERIAL
PRECASTER SHALL PROVIDE
A BLOCK OUT FOR THE
36"0 0-RING RCP
CONTRACTOR SHALL PROVIDE
STEPS IN ACCORDANCE WITH
NCDOT STD. 840.66. STEPS
SHALL BE PLACED AT 16" O.C.
TOP OF HANDWHEEL TO EXTEND
1-FOOT ABOVE TRASH RACK
CONTRACTOR
SHALL PROVIDE STEPS IN
ACCORDANCE
WITH NCDOT STD. 840.66.
STEPS SHALL
BE PLACED AT 16" O.C.
PRECASTER SHALL PROVIDE
A BLOCK OUT FOR THE
-
36"0 0-RING RCP
CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE
I
FIELD BY THE CONTRACTOR,
SEE DETAIL)
----------------------
36"2 0-RING
RCP
FLOW
O•
4
4
4 �
4 4 Q/
CONCRETE CRADLE
4
(SEE DETAIL ON
/4
SHEET C9.02)
16"
1" THICK JOINT FILLER MATERIAL
PLUG VALVE. THE VALVE SHALL
BE A M&H STYLE 1820 X-CENTRIC
CONCRETE ANTI -FLOTATION
VALVE OR APPROVED EQUAL. THIS
BLOCK
VALVE SHALL BE IN ACCORDANCE
WITH AWWA C-517, AND SHALL BE
OPERABLE FROM TOP OF OUTLET
STRUCTURE VIA A HANDWHEEL.
7.0'
1.0' (TYP.)
I�
9.9 LF
2"x2"x1/4"
ANGLE
;ONCRETE
WCHOR
3OLT (TYP.,
>EE NOTE
14)
DENOTES THE ACCESS HATCH FABRICATED HINGES FOR THE
TO BE PROVIDED BY THE TRASH 21x3' ACCESS HATCH. ACCESS
RACK FABRICATOR PER OUTLET HATCH SHALL BE POSITIONED
STRUCTURE MATERIAL OVER STEPS.
NOTES: SPECIFICATIONS (SHEET C9.10)
1. ALL REBAR TO BE #4 REBAR.
2. ALL REBAR AND ANGLES TO BE HOT -DIPPED GALVANIZED AND BE PROVIDED WITH AN EPDXY COATING.
3. THE HOT -DIPPED, GALVANIZED 2"x2"x1/4" ANGLES SHALL BE WELDED TO THE REBAR TRASH RACK. ONCE WELDED,
THE ENTIRE ASSEMBLY SHALL BE PLACED ONTO THE RISER WITH ANGLES SITTING DIRECTLY ON TOP OF RISER.
4. CONTRACTOR SHALL ANCHOR THE TRASH RACK TO MANHOLE WALL WITH FOUR 4"x1/4" CONCRETE ANCHOR BOLTS
THROUGH ANGLES. 5. CONTRACTOR SHALL OMIT OR ADJUST REBAR AS NECESSARY TO ALLOW FOR CONCRETE COLLAR. RISER TRASH RACK DETAIL
6. ACCESS HATCH SHALL ALIGN WITH STEPS IN RISER. N.T.S.
NOTES:
1. ALL REBAR TO BE #4 REBAR.
2. WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX® 101 (OR PRE -APPROVED EQUIVALENT) AT THE FACE OF THE PRECAST STRUCTURE
WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
1 6.0' 1
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
0.5'
3.5'
1.0'
ANCHOR
DEPTH
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
° °
°
°
36" 0-RING
I� RCP
i °
CONCRETE ANCHOR "^'T
(TYP., SEE NOTE #
9.9 LF
2"x2"x1/4"
ANGLE
.00 3" CLEARANCE
TO OUTSIDE
OF #4 REBAR)
3" ANCHOR DEPTH
WRAP OUTSIDE OF
PIPE WITH FLEXIBLE
PRECAST
WATERSTOP SEAL
STRUCTURE
(SEE NOTE 2)
WALL
#4 REBAR ANCHORS.
CONTRACTOR SHALL
-
DRILL INTO PRECAST
STRUCTURE WALL AND
SET ANCHORS USING
EPDXY GROUT
4.5'
WRAP OUTSIDE OF
°
PIPE WITH FLEXIBLE
WATERSTOP SEAL
(SEE NOTE 2)
4
° ° °
d
d
°
° ° 4 5.2" °
d
°
4
°
(CENTER TO CENTER)
°
CONCRETE
ANTI -FLOTATION
BLOCK
_ 4.6' _
r (CENTER TO
CENTER)
FRONT VIEW
°
d4 °
d
#4 REBAR TRASH RACK (ABOVE)
ANCHOR TRASH RACK TO MANHOLE WALL
WITH FOUR EQUALLY SPACED HOT -DIPPED
GALVANIZED STEEL CLAMPS. EACH CLAMP
ATTACHED TO MANHOLE RISER BY
2-4"x1 /4" CONCRETE ANCHOR BOLTS
EACH CLAMP TO BE COATED W/ AN
EPDXY COATING.
-3000 PSI CONCRETE
COLLAR
(MIN. 28 DAY STRENGTH)
3" CLEARANCE
TO OUTSIDE OF
--------- #4 REBAR)
36" 0-RING
RCP
5.5" CENTER TO
CENTER
° 12" ANCHOR DEPTH
d
3" CLEARANCE
TO OUTSIDE OF
#4 REBAR)
36" CONCRETE COLLAR DETAIL
N.T.S.
#4 REBAR ANCHORS.
CONTRACTOR SHALL DRILL
INTO PRECAST BASE AND
SET ANCHORS USING
EPDXY GROUT
CONCRETE ANTI -FLOTATION
BLOCK
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LA ND PARTl EP
z
J
W
a-_
Q
OU
a>-
W
J
-
N
LU
W
�:
Ol
-
L<
0
o0o
N
-
Q
z
W
a
z
W
J
J
V)Wwco�
W
Vl
a
��
J
U
Q
=
w_
>
z
O
w
o
z
�
z
J
Li
W
z
O
�\A CAR
c THE JOHN R. i
= n ' McADAMS z =
= :COMPANY, INC.
T
C-0293
X�
,0���.
C ' 0�/'yam':
3 289 =
eF�C I
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-SWA
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N / A
DATE
01. 17.2020
SHEET
STORMWATER CONTROL
MEASURE'A' DETAILS
C9601

°
#6 REBAR
PERIMETER FRAME
4" x 4" 6/6
WELDED WIRE
FABRIC (EACH SIDE
& TOP OF CAGE) °
18" (TYP.) d °
2.03'
2 LF
6"0 DIP
4" ANCHOR DEPTH
CONTRACTOR SHALL
DRILL INTO PRECAST
EXTENDED BASE AND
SET ANCHORS USING
EPDXY GROUT
°
d d4
d
0.86'
(CENTER TO CENTER)
6" PVC CAF
SCREW TYPE
TOP EL. = 597.83
INVERT THROUGH RISER EL. = 597.00
BOTTOM EL. = 596.50
4" x 4" 6/6 WELDED WIF
FABRIC (EACH SIDE & TC
CAGE)
CONTRACTOR SHALL SEAL THE PIPE
PENETRATION USING A RUBBER BOOT
AND STAINLESS STEEL HARDWARE
0 0
0 2.00'
0 0
0
1
° 6" PLUG VALVE. THE VALVE
° SHALL BE A M&H STYLE 1820
4 d ° X-CENTRIC VALVE OR
d ENGINEER APPROVED EQUAL.
° ° THIS VALVE SHALL BE IN
ACCORDANCE WITH AWWA
C-517, AND SHALL BE
° OPERABLE FROM TOP OF
OUTLET STRUCTURE VIA A
HANDWHEEL. #6 REBAR PERIMETER rnrivi�
6"0 DIP DRAIN PIPE
CONTRACTOR SHALL CORE -DRILL
THE HOLE FOR THE 6" 0 DIP IN
THE FIELD. PRECASTER SHALL
OMIT REINFORCEMENT IN THIS
AREA.
6"0 EMERGENCY DIP DRAIN TRASHRACK DETAILS
N.T.S.
❑.
6" PVC CAP WITH
4.5"0 DRILLED ORIFICE
PROPOSED GRADE
-III-III-11 MI
I 36" 0 0-RING RCP
FLOW
< - n 4 " d
d
d � .
d•a •d
• 'd • e
d
NO. 67 WASHED STONE
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT). FILTER
FABRIC OVERLAP TO BE A
MINIMUM 2' IN THE
DOWNSTREAM DIRECTION.
SIPHON OUTLET DETAIL
N.T.S.
CONTRACTOR SHALL PROVIDE STEEL CLAMP TO
INSURE A WATERTIGHT SEAL BETWEEN THE
SPILLWAY FILTER NON -WOVEN FILTER FABRIC
AND 36"0 0-RING RCP OUTLET BARREL
RISER OUTLET
STRUCTURE
PAI
° d
2'�
6.0"0 PVC SIPHON
INVERT EL. = 597.00 (NWSE)
ENDWALL PER
i 6" MIN. NCDOT STD. 838.80
1' MIN.
CONTRACTOR SHALL I
STEEL CLAMP TO IN
WATERTIGHT SEAL BETWE
SPILLWAY FILTER NON
FILTER FABRIC Al'
0-RING RCP OUTLET
ENDWALL PER NCDOT STD. 838.80
NOTE. 4" WEEPHOLES TO BE PROVIDED WITH
VARMIT GUARD ON DOWNSTREAM SIDE AND
GALVANIZED HARDWARE CLOTH ON UPSTREAM
SIDE (Y4" MAXIMUM OPENINGS). VARMINT GUARD
SHALL BE HAVILAND BRAND STEEL FINGER TYPE
OR ENGINEER APPROVED EQUIVALENT.
(2) 4" PERFORATED,
CORRUGATED HDPE PIPE (ADS
N-12 OR APPROVED
EQUIVALENT)
ENDWALL PER
NCDOT STD. 838.80
SPILLWAY FILTER DETAIL
N.T.S.
o RR'
BARREL PIPE FLOWABLE FILL CRADLE
6" PLUG VALVE. THE VALVE CONSTRUCTION SEQUENCE
SHALL BE A M&H STYLE 1820
X-CENTRIC VALVE OR 1. CONSTRUCT FORMWORK FOR FLOWABLE FILL CRADLE ON EXISTING GRADE.
APPROVED EQUAL. THIS VALVE
SHALL BE IN ACCORDANCE 2. EXCAVATE TRENCH FOR CRADLE AND BARREL PER DIMENSIONS ON DRAWINGS.
WITH AWWA C-517, AND
SHALL BE OPERABLE FROM 3. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. CONTRACTOR SHALL WRAP JOINTS WITH 2-FT WIDE
TOP OF OUTLET STRUCTURE
VIA A HANDWHEEL. STRIPS OF FABRIC AT THIS STEP.
4. PLACE FLOWABLE FILL FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF THE TRENCH. ALLOW FLOWABLE
FILL TO FILL ENTIRE AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER THE PIPE BEFORE
PLACING FLOWABLE FILL ON THE OPPOSITE SIDE OF THE TRENCH. PLACE ENTIRE CRADLE AS ONE LIFT
(VERTICALLY) PER DRAWINGS.
5. FLOWABLE FILL CRADLE MAY BE ELIMINATED PER RECOMMENDATION FROM THE ON -SITE GEOTECHNICAL
ENGINEER. ANY DEVIATION FROM THIS DETAIL SHALL BE SUBMITTED TO AND REVIEWED BY THE DESIGN
6"0 DIP ENGINEER PRIOR TO IMPLEMENTATION. IF THE CRADLE IS ELIMINATED, THEN A LETTER FROM AN NC PE
CERTIFYING THAT ALL SOIL MATERIAL UNDER, AROUND, AND ABOVE THE BARREL PIPE MEETS THE BERM 22'
MATERIAL SPECIFICATIONS STATED ON SHEET C9.00 IS REQUIRED.
;TOR SHALL SEAL THE PIPE 6. ALLOW CRADLE TO CURE FORA MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION EQUIPMENT IS
TION USING A RUBBER BOOT USED IN THE VICINITY OF THE BARREL PIPE.
JNLESS STEEL HARDWARE
7. TRENCH TO BE BACKFILLED IN 5" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 8" LIFTS WHEN
CONDUCTED BY MACHINE. MINIMUM OF 2 FEET COVER MUST BE PRESENT ON 24"0 RCP BEFORE DRIVING
OVER WITH HEAVY EQUIPMENT. 12" MIN.
ENCASED IN NON -WOVEN
FILTER FABRIC (MIRAFI 180N
OR EQUIVALENT)
WASHED STONE
D IN NON -WOVEN
-ABRIC (MIRAFI
R EQUIVALENT)
W1 (FT.]
1_D"
H2
H1
�B" O.C. (TYP. )
REFER TO CHART
FOR BAR SIZE
ELEVATION
W2 iFT.
PLAN
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE
RIPRAP AND SOIL FOUNDATION. THE FILTER BLANKET
WILL CONSIST OF A MINIMUM 4" THICK LAYER OF
STONE (NCDOT #57) UNDERLAIN WITH MIRAFI FILTER
WEAVE 700 OR APPROVED EQUIVALENT
ENDWAL
80" NCDOT STD. t
36"0 0-RINC
A�
CORRUGATED
HDPE PIPE (ADS N-12 OR
APPROVED EQUIVALENT)
24'-
PIAN
36" CONCRETE CRADLE DETAIL
N.T.S.
H2
H1
\\-
6.,
8" O.C.(TYP.)
REFER TO CHART
FOR BAR SIZE
SIDE
"'�- 3000 PSI CONCRETE, OR
PER RECOMMENDATION FROM
-ON-SITE GEOTECHNICAL
ENGINEER
z
Q
H
Q
NOTES:
<
* THIS PRECAST ENDWALL MAY BE USED FOR THE FOLLOWING
CC
STANDARDS: 838.01, 838.11, 838,21, 838.27, 838.33,
11 -1 ra 2
838.39, 838.51, 83B.57, 838.63 AND 838.69.
C7 ¢ CO S
2-1
* INSTALL PRECAST ENDWALLS WITH WINGS AND PAY
LL.I Q LL =
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 038.
it y
Q U O
* USE 4000 PSI CONCRETE.
F 2 W
* PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615
U]I- U- 0 J
FOR GRADE 60 AND WELDED WIRE FABRIC CONFORMING
cc o " Q
z �"�
TO ASTM A185 WITH 2" MIN. CLEARANCE.
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH
.�
00 F H
OSHA STANDARD 1926.704.
r W L]
PIPE TO BE GROUTED INTO HEADWALL AT JOB SITE BY
w B
CONTRACTOR
* ALL ELEMENTS PRECAST TO MEET ASTM C913.
* WELDED WIRE FABRIC MAY BE SUBSTITUTE❑ FOR REBAR
AS LONG AS THE SAME AREA OF STEEL IS PROVIDED.
• CHAMFER ALL CORNERS 1" On HAVE A RADIUS OF 1".
LL
NOTE: THE MINIMUM BAR SIZE SHALL BE #5 BARS
J
AT 8" CTS_THE CONTRACTOR WILL HAVE THE OPTION
Q J
TO INCREASE THIS BAR SIZE AS NEEDED.
LL Q. c
0
ENDWALL DIMENSIONS
FT.
MINIMUM
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
MIN./MAX.
PIPE ❑IA.
BAR SIZE
H1(FT.)
H2(FT.)
D (FT.)
W1
W2
1.0
#5 @ 8"
1.25/2.00
2.00/3.75
1.25/1.75
3.00/3.75
5.5016.00
1.25
#5 @ 8"
1.2512.00
3.00/3.75
1.25/2.00
3.5013.75
6.5016.75
1.50
#5 @ 8"
1.2512-00
3.0014.25
1.5012.50
3.5013.75
6.5016.75
2.0
#5 @ 8"
1.50/2.50
4.00/4.75
1.7512.50
4.0014.25
7.5018.25
2.5
#5 @ B"
2,50/3.50
4.00/6.00
2.00/3.00
4.5015.50
10.00111.50
3.0
#5 @ 8"
3.00/3.50
5.00/6.00
2.75/3.50
5.2515.75
11.50111.75
3.5
#5 @ B"
3.25/4.50
6.00/6.76
3.25/3.50
6.0016.75
12.00113.25
4.0
#5 @ 8"
3,50/4.50
6.50/7.00
3.25/3.50
6.50Y6.75
13.00/13.25
4.5
#5 @ 8"
4.00/5.00
6.50/8.50
3.25/4.00
7.00/9.25
13.50115.75
5.0
#5 @ 8"
4.50/5.00
7.0018.50
3.25/4.00
7.2519.25
13.75115.75
5.5
#5 0 8"
4.5015.00
1 7150/8.50
3.2514.00
7.2519.25
14.00/15.75
8.0
#5 @ 8"
4.50/5.00
7.501B.50
3.2514.00
7.7519.25
14.75/16.75
OUTLET ENDWALL DETAILS
N.T.S.
NCDOT CLASS "I" RIPRAP
24'L x 9'W x 22" THICK
FILTER BLANKET
(SEE NOTE)
OUTLET BARREL VELOCITY DISSIPATOR
N.T.S.
36"0 0-RING RCP
ENDWALL PER
NCDOT STD. 838.80
SECTION A A
Q W a
LU
Ili
W
CC
O V �
Z Z 2
Fay
[A V cv
< N LL
�a�
z
o LU
Cc �
ir
0
li
HEET 1 OF 1
838.80
22'LAYER OF
CLASS "B" RIPRAP
4 FILTER BLANKET
TT
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
a-_
Q
OU
-
aw
J
-
LU
W
Cl)
-
Q
Q
LL-
O
00
N
z
W
a
z
LU
J
J
VAWwco�
orJ
W
Vl
a
=<_
U
Q
=
LU
>
z
O
am
LU
o
z
�
z
J
�
LL-
O
W
z
O
04
r THE JOHN R. i
McADAMS z =
= :COMPANY, INC.
T
16 C-0293
Q
X�
,o
\\///i/i
•Q L yr
3 289 =
� eFtiO I NEF'���<v \�
�,p�,•••....•••��
AI ��IZ I
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000-SWA
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
N/A
DATE
01. 17. 2020
SHEET
STORMWATER CONTROL
MEASURE'A' DETAILS
C9602

STORMWATER CONTROL MEASURE 'A' LANDSCAPE PLAN
LEGEND
QTY. SYM. SCIENTIFIC NAME COMMON NAME HATCH TYPE MIN. SPACING
265 CT CAREXTENERA
QUILL SEDGE
293 ED EUPATORIADELPHUS DUBIUS DWARF JOE PYE WEED
284 HL HIBISCUS LAEVIS
SEEDBED PREPARATION
SCARLET ROSE MALLOW
4" CONTAINER
4" CONTAINER
4" CONTAINER
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM.
4. PER ONE TIME ONLY, APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. AFTER
PERMANENT COVER IS ESTABLISHED.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT
TEMPORARY SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN 1- MAY 1 RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 31 RYE (GRAIN) 120 LBS/AC
SOILAMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-10-10
FERTILIZER (FROM AUG 15 - DEC 31, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
JAN 1- AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
AUG 15 - DEC 31: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
�L���J:��la�hlf•IZ�7:7_li'�9x��71►[e�Yi]:I��1�1��iI►1�'��i�/:Ix►U7�l�6Y►[��tiIi]:T:7Xii�lil�L9�i�:1�]�:7►/►_��1�►��9�:f�]f►[e>�YiID�l�l��
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS)
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
FEB - APR 15 (POSSIBLE)
SOILAMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000
LB/AC 10-10-10 FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A
DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS
OR APPLY 150 LB/AC 10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN, TOP OF BERM, AND BASIN FLOOR.
2' ON CENTER
2' ON CENTER
2' ON CENTER
PLANTING INSTRUCTIONS
PLANTING TECHNIQUES
A. INSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE DOWNWARD.
B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
C. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
D. HEEL IN SOIL AROUOND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
E. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE ESTABLISHMENT OF NEW ROOTS.
F. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS HALL BE CUT OFF CLEANLY.
G. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST THREE TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT
WALL SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION.
H. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
I. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MASS, AND WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE
VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL.
WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
J. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE
THE ROOTS. IF MORE THAN FIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT.
CONTAINER STOCK / BARE ROOT
A. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD
ITS SOIL TOGETHER ONCE REMOVED FROM THE CONTAINER.
B. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY CONDITIONS UNTIL PLANTING OCCURS.
C. BARE ROOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE D) BELOW.
D. IF BARE ROOTS SPECIMENS ARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS,
TEMPORARY HOLDING OF BARE ROOT SPECIMENS ARE TO BE COVERED ENTIRELY BY A SUITABLE MEDIUM (ETC. SOIL, SAWDUST, MULCH
OR THE LIKE) AND WATERED REGULARLY SO AS TO NOT DRY OUT.
PLANT LOCATIONS
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN MADE IN PROPOSED CONSTRUCTION.
B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
WATER
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE.
J
W
� Q
o j
z
GRACE POINTE DRIVE
(50' PUBLIC R/W)
RAGING CREEK DRIVE
(50' PUBLIC R/W)
STORMWATER CONTROL MEASURE 'A' LANDSCAPE PLAN
1" = 30'
I
i!
►Q
GRAPHIC SCALE
0 15 30 60
1 inch = 30 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
z
J
W
Q
OU
aw
—
CJ
LU W
-
Q
O
00
N
—
Q
z
WILD
a
z
LU
J
J
VAW
wc�
or
W
Vl
a
J
<_
U
Q
=
w
>
z
O
w
o
z
�
z
J
Li
O
W
z
Z
�
O
A CAR
r THE JOHN
n ' McADAMS z
= 6 :COMPANY, INC..: —o
T
C-0293 r
OF
C All
0.
3 289 =
R• VAN
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
2 04. 20. 2021 REVS PER 3RD REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
KLP-19000
KLP19000-SWA
MVD
AJ B
1"=30'
01. 17. 2020
STORMWATER CONTROL
MEASURE 'A'
LANDSCAPE PLAN
C960
3

DENNIS AUSTIN
LAN E
(PUBLIC R/W)
OLD EVERGREEN
PARKWAY
(PUBLIC R/W)
3
v
3
0
l /
REEN PARKWAY
(PUBLIC R/W)
\\\\\
ti \011
\1
r-
r�
_\
Tc PATH \ ,... = STATED ,BUFFE
�� ~ \ \ I 1 �oEASUR,ED OF, F\o\` ✓
I(1 \ I ' _--
ell—
_ I
PHASE LINE
SITE AREA
59.96 AC -A I
J
.I
I — C ^ \
l I I
l IIF K EA
I 1 \
SUB 1 to SCM \ \ \ 1\111�\ \\\\�
f _
\ I 1 AREA 36.53AC 1 t
} \l5 \ I Tc ASSUMED = 5 MIN. , / 1 ( �iJ) II 1 \ \ 1
I� \ I 1 F I �� `� •'..� 1 1 ll 1) 1 1 \ � I I \� � � \ � 11 � �►, I; L_— -
\ )
--- -- - -- -- r � � - - � 'I r � y 1 S �•�: � � ��/ I
1 1 � ; y � 1 \ J)
UNANALYZED —� r �.,' 1 \ �� - / / / _( J ► ) , I I __--_
AREA=1.36 AC
I�
,)LI
\`� ` \�� \ \ — I c,\ \ 1 \ 1 \n�` J / 1 /n _ _ l `\ J/II✓ `I I �I PRINCE MILL CREEK
N SURFACE WATER \
AREA=45,7981 F
OR 1.05 AC
I
— SUB 1 to BypaSS
�� � --
\ AREA =22.07AC
S'1 SS SS
SS
\\1�0
SS
30VEY�E\ E^ � ` /i/% /// � ` ✓ o —��8$ �� 1 \ �\ _/�/ — — — 1L v — J I
\ (MEASi_.OFF\ \� L I 1 f / ` \ ` =� �— (/ / is S. 7 J Q / �f` _ /i �� i ✓ �� —
TOP OtHANP') ^ `\ \ ��\ � \ 1 / ✓ — — —
�\\\��\ �, i �c� ���„-7'3assSS
Nunn
�►��i\r\ \ \ \ \ \il%M\ , — \ , Reds ii !�► , — —' _ - �� 7 s 1
s1uRA�ER
/ l
L1f/Oll \ �l )////// >1/ TOP of BANK v `�Qo
30�-VEGETATES BU FEi�
DAVIS-If ffE C•{ivinSURED OFF 10
SURFACE WATER TOP OF BANK
AREA=56,993 SF
OR1.31AC
I
I
AB MOORE JR. DRIVE
(PUBLIC R/W)
J
IMPERVIOUS
AREA
GRAPHIC SCALE
o 50 100 200
1 inch = 100 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
w
O
2
U
aw
—
�
w
L
�Qo00
LL
(V
—
Q
Ica
rl
Z
w
a
z
LU
J
J
(A
LLI
co
�
LLIVl
a
J
U
Q
=
w
>
z
O
�
w
o
z
C)
z
J
w
O
LLI
z
O
CARO
THE JOHN R.
= n McADAMS Z =
= !COMPANY, INC.
C-0293 .•'��:
N 0/ 1.
3 289 _
IVAN\\\\��.
AI 1�I Z I
REVISIONS
NO. DATE
1 06. 15. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO.
KLP-19000
FILENAME
KLP19000 - Post
CHECKED BY
MVD
DRAWN BY
AJB
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
POST DEVELOPMENT
HYDROLOGY MAP
C960
4

'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOL.'ER
LAND PARTNERS
Z
J
W
Q
OU
Qw
J
—
LU
W
-
Q
LL
O
0
N
—
Q
Z
W
a
z
LU
J
J
(A
LLILU
co
�
W
Vl
a
J
<_
U
Q
=
w
>
z
O
w
o
z
�
z
J
LL
O
LLI
z
O
REVISIONS
NO. DATE
1 06. 05. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME
KLP19000-LS
CHECKED BY
ANL
DRAWN BY
ANL
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
CODE
LANDSCAPE PLAN
L5e00

TRUNK FLARE AND TOP OF ROOT BALL
SHOULD BE AT GRADE IN WELL DRAINED
SOIL, UP TO 4 INCHES ABOVE
GRADE IN POORLY DRAINED SOILS
DO NOT STAKE TREES EXCEPT WHERE
SPECIFIED BY LANDSCAPE ARCHITECT,
IF STAKING IS NECESSARY, USE TWO
OPPOSING STAKES WITH SEPARATE
FLEXIBLE TIES. REMOVE STAKING AT
END OF FIRST GROWING SEASON.
4" (10 CM) RAISED RING OF SOIL
WIDTH OF PLANTING TO DIRECT WATER INTO ROOT BALL
HOLE IS 3 TIMES ESPECIALLY IMPORTANT IF TOP OF
ROOT BALL DIAMETER ROOT BALL IS RAISED ABOVE GRADE,
IN HIGHLY COMPACTED
OR CLAY SOIL;
2 TIMES THE ROOT 4" PINE STRAW; DO NOT PLACE
BALL DIAMETER MINIMUM MULCH IN CONTACT WITH TREE TRUNK.
IN ALL OTHERS,
FINISH GRADE
IIIIIIIIIIII1 I o m� I IITI-ITIIII=III= -
DIG WIDE PANTING HOLE WITH
11 11 1 11 1 11 I I � � o I I I -III -III -I I �-
i---
i II �J-=ITIITIIi TAPERED SIDES
CUT BURLAP, ROPE AND WIRE 11 1 r ° ITIITI1''
_ -II=III=III- 4"-6"DEEPER THAN ROOT BALL
BASKET AWAY FROM TOP AND �IIII�IIII�I=III- =III=III=
-%ITI-ITi- � I=ITI iI=ITI=I =ITI _ - FOR LOWERED PLANTING HOLE
SIDES OF ROOT BALL. Illlll lllIIIIII-I II=III IIIIIIIIII_ IIIIIII AS NEEDED WITH POOR DRAINAGE.
IIIIII-III 1==1 1=1 I- 1=1 1=1 1=1 1=1 I- =1 =1 1=1-III-I
'� 11 I IIIII 1 11 I I I 1 11 1 11 I I 1 11 I IIIIIIII 1 11 I I I 1 11 I =1 I II 11=1 11=1' '
ITI-ITI I -III I I I ITI ITI I I ITI ff± _ EXTEND STAKES INTO UNDISTURBED SOIL
SET BALL ON UNDISTURBED SOIL =__-_ I I-1 I I-1 I I-1 I I=1 I I=1 I I=1 11= I=1 -1 I I1 11-
TO PREVENT SETTLING PACK BACKFILL SOIL AROUND BASE OF
ROOT BALL TO STABILIZE; ALLOW REST
OF BACKEILL TO SETTLE NATURALLY,
OR TAMP LIGHTLY.
NOTES:
1. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER, BREAKING DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE
GLAZING AND CREATE THE PREFERRED SLOPING SIDES,
2. AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING, OTHERWISE, DO NOT PRUNE TREE AT
PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS.
3. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL
IN SOIL AMENDMENTS TO A DEPTH OF 4"-6" (10-15 CM) OVER THE ENTIRE AREA.
4. DO NOT WRAP TRUNK; MARK THE NORTH SIDE OF THE TREE IN THE NURSERY AND LOCATE TO THE NORTH IN THE
FIELD
5. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER
LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING THE PERIMETER OF THE CONTAINER.
6. DURING THE DESIGN PHASE, CONFIRM THAT WATER DRAINS OUT OF THE SOIL; DESIGN ALTERNATIVE DRAINAGE SYSTEMS
AS REQUIRED.
7, BEFORE PLANTING, ADD 3"4" (710 CM) OF WELL COMPOSTED LEAVES, RECYCLED YARD WASTE OR OTHER
COMPOST AND TILL INTO 6" (15 CM) OF PREPARED SOIL. ADD COMPOST AT 2035% BY VOLUME TO BACKEILL.
8. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE FOLLOWING TWO SUMMERS.
1 TREE INSTALLATION
1 SCALE: NTS
SET TRUNK PLUMB
WOOD STAKE GROUND
ANCHOR DRIVEN INTO
SUBGRADE
COMPACT PLANT MIX TO
PREVENT SETTLING
LOOSEN SUBGRADE AND
REMOVE IMPERVIOUS
DEBRIS
NOTES:
1. EVERGREEN TREES 2" CAL. OR SMALLER TO BE STAKED.
2. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL.
3. STAKING TO BE REMOVED AFTER 2 GROWING SEASONS PER MANUFACTURER'S SPECIFICATIONS.
4. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES.
t3 EVERGREEN INSTALLATION
Know what's below.
Cal I before you dig.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
120°
TYP.
E
1
ODE
LANDSCAPE NOTES
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
TOWN OF INDIAN TRAIL, VILLAGE OF WESLEY CHAPEL AND THE STATE OF NORTH CAROLINA
STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE
CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING
CONDITIONS.
3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE BEGINNING DEMOLITION OR INSTALLATION.
4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE
NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO
INSTALLATION.
5. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS,
GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS.
7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE
THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
8. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
9. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH
GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS
AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS DEFINED IN THE
CURRENT ISSUE OF "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
10. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK,
BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE
REJECTED BY THE LANDSCAPE ARCHITECT.
11. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT
BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT
MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
12. PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE. ANY CHANGES
OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING
JURISDICTION PRIOR TO ANY HOLE BEING DUG.
13. CONTRACTOR TO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD OF NOT SPECIFICALLY
SHOWN ON PLANS.
14. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
15. PROPOSED TREES TO BE PLANTED A MINIMUM OF 10 FEET FROM ANY LIGHT POLE AS
MEASURED FROM TRUNK OF THE TREE TO THE POLE.
16. PROPOSED TREES TO BE PLANTED A MINIMUM OF 5 FEET FROM ANY FIRE HYDRANT AS
MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT.
17. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL
AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE.
CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS.
18. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH
AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS,
TRASH, OR OTHER EXTRANEOUS MATERIAL.
19. LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLY SOIL
AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A
HEALTHY GROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD
PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO MEET
FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR
SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
20. IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A
DEPTH OF AT LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL.
FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO
INTEGRATE THE SOIL PROFILES.
21. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT
MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE
CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF
SO DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
22. ALL MULCH TO BE PINE STRAW PER REQUIREMENTS OF THE OFFICE PARK.
23. ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A
MINIMUM 3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE
OF TRASH AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE.
CONFIRM MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT.
23. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND
ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING
AND TYING DAMAGE. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH A MANNER
AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR
PLANTS DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND
HANDLING.
24. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED
AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO
REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND
SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE,
PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST.
25. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
26. EXCAVATE EDGES OF ALL PLANTING BEDS TO 2 INCH DEPTH TO FORM A NEAT AND CRISP
DEFINITION.
27. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO
INSTALLATION.
28. REMOVE ARBORTIE GUYS AND STAKES AT END OF WARRANTY PERIOD OR
ESTABLISHMENT.
29. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE
WITH LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF
FINISH ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET
FINISH GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE
IMMEDIATE FUTURE.
30. ALL MULCH TO BE PINE STRAW PER BALLANTYNE CORPORATE PARK STANDARDS.
'J
McADAMS
The John R. McAdams Company, Inc.
3430 Toringdon Way
Suite 110
Charlotte, NC 28277
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
MR. MIKE KISSEL
KOLTER LAND PARTNERS, LLC
701 SOUTH OLIVE AVENUE, SUITE 111
WEST PALM BEACH, FLORIDA 33401
KOLTER
LAND PARTNERS
zCL
J
LU
Q
O
Q
W
J
-
LU
W
-
Q
LL
O
0
N
-
Q
z
W
Q
z
LU
J
J
VAWwc�
co
or
W
Vl
a
<_
U
Q
=
LU
>
z
O
w
o
z
�
z
J
Li
O
W
z
O
REVISIONS
NO. DATE
1 06. 05. 2020 REVS PER 1ST REVIEW BY ALL AGENCIES
PLAN INFORMATION
PROJECT NO. KLP-19000
FILENAME
KLP19000-LS
CHECKED BY
ANL
DRAWN BY
ANL
SCALE
1"=100'
DATE
01. 17. 2020
SHEET
DETAILS +
CALCULATIONS
L5e0l