SW3200202_Plansheet C8.00-03 & C8.05 - Misc. Detail_20220216

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" 119.0B
Ll -BASE COURSE
8" ABC 1100 % 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
REVISIONS Scale
Not To Scale
Revision Date
02/2021
Detail #
T 1.03
1.5" S9.5B
1.511 S.9513
- 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
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 FC'
TOWN OF INDIAN TRAIL
LAND DEVELOPMENT CURB AND GUTTER 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"
WILL BE•''. NOT TO
EXCEED1ON 50'JOINT AND MATCHINGREQUIRED EXPANSION/CONSTRUC IONAT 45'S JOINT IN U
•�, ADJACENT CURB, A SEALED 1/2" EXPANSION JOINT WILL BE
7V, 4" , •• REQUIRED WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE. w
JOINT SEALER 1/8' RADIUS (TYPICAL) ;a 0 2'-6" 2'-6'T
2'-6" V-6' •• 2. WIDTH OF SIDEWALKS ON ALL STREETS SHALL BE A MINIMUM OF 5' J
/8" a m k 3. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING
o 0 w r, STREETS. LLJ
SURFACE OF GUTTER WO u A S C m it 'v BACK OF CURB
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI, IN 28 DAYS. [=�"
o GROOVE JOINT IN SIDEWALK ' O
• •�• FACE OF CURB iY
Lu
JOINT FILLER - B00
C UP OF CUTTER/EOP Ica V.4
PLAN VIEW 1/8- RADIUS JOINT SEALER Z J z
TRANSVERSE EXPANSION JOINT 1/6" TO 1/4- J J_
.\\\ w
co CC-
4 4 LA Uj
NOTE!;: 2 1/2 .` W 1/2" EXPANSION JOINT (SEAL TO MAKE WATERTIGHT) J
3/4" 1'
t. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,
A 15-FOOT SPACING MAY BE USED WHEN A MACHINE 15 USED. JOINT SPACING MAY BE ALTERED ••y iy < 07 Uj Q
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING. \ • \ 1/2' JOINT FILLER
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS. v
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2- SHALL BE OBTAINED. ' a PROPOSED CURB k GUTTER w I-
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS. 4 7
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. I 2'-4 1/2' 2'-3. 2'-1 1/2" ` O
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS. TRANSVERSE EXPANSION PROPOSED 4" CONCRETE SIDEWALK 7
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS. SECTION A -A SECTION O-B SECTION C-C ,JOINT IN SIDEWALK - L
6. TOP 6- OF SUBCRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 1OOR STANDARD PROCTOR DENSITY. �K DETAILS SHOWING EXPANSION JOINTS 0. LU Q
REVISIONS IN CONCRETE SIDEWALK Q z
REVISIONS REVISIONS No. DATE DESCRIPTION
NO. DATE DESCRIPTION NO. DATE DESCRIPTION
NOTES:
1. TRANSITION IS NOT TO BE LOCATED WITHIN THE CURB RADIUS. J LL
APPROVED DATE.lJ! fY APPROVED DATE1"Y nr APPROVED DATE O
W z
TWON OF INDIAN TRAIL TOWN OF INDIAN TRAIL CURB TRANSITION TOWN OF INDIAN TRAIL
LAND DEVELOPMENT CURB AND GUTTER N R LAND DEVELOPMENT 2'6" CURB AND GUTTER TO 2'-0'I LAND DEVELOPMENT CONCRETE SIDEWALKS
STANDARDS 1.126 STANDARDS VALLEY GUTTER 1
T 1.14 R STANDARDS 1.1 7
R O
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.
4. ALL CONSTRUCTION PRACTICES, INCLUDING COMPACTION,
CURING. FINISHING, AND ETC. SHALL BE IN ACCORDANCE
WITH THE TOWN OF INDLAN TRAIL LAND DEVELOPMENT
STANDARDS.
BACK OF SIDEWALK VARIES I VARIES
1/4- PER
SECTION A -A
I
�loi Il>
APPROVED DATE •-
TOWN OF INDIAN TRAIL RESIDENTIAL DRIVEWAY (TYPE I)
LAND DEVELOPMENT
STANDARDS FOR VALLEY GUTTER
1.22
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
REVISIONS
NO. DATE DESCRIPTION
PLAN FOR RESIDENTIAL CUL-DE-SAC
APPROVED DATE"-`! `^.i. j"--
TOWN OF INDIAN TRAIL CATCH BASIN FRAME
LAND DEVELOPMENT IN VALLEY GUTTER
STANDARDS 1 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 GUTTER
PLAN
NOTE
1. WHERE 2'-6' CURB AND GUTTER IS USED,
CATCH BASINS MAY BE LOCATED AT END
OF RADIUS.
2. RADIUS AT INTERSECTION WAY 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.:
T
C-0293
C`
. O
6 89 =
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
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F}
Qa
H ¢ a 0 U
U_ J H Z
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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
$„
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I
M
SECTION X-X SEE NOTE
NOTES: USE CLASS "B" CONCRETE THROUGHOUT. I?
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 040.66,
OPTIONAL CONSTRUCTION- MONOLITHIC POUR, 2" KEYWAY, OR M4 BAR DOWELS AT Q F
12" CENTERS AS DIRECTED BY THE ENGINEER,
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL d 0 Z
IF RE INFORGEO CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADO TO SLAB C'O U) 2
AS SHOWN ON STD. NO. 840.00. LU Q Z U_-
FOR 8'-0" IN HEIGHT OR LESS USE S" WALL$ 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
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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
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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
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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

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
—
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LU
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- - - - - - - -
- - - - - - - - -
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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 )
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2.FOR OPEN CHANNELS THE MINIMUM
EASEMENT MUST CONTAIN THE WIDTH OF THE
Q
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STREAM FROM TOP OF BANK TO TOP BANK.
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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
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C-0293 r
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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