SW6120601_APPROVED PLANS_20120612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Z14, U`(0///
DOC TYPE
El CURRENT PERMIT
F, APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

PROJECT LOCATION
NITS INDEX TO SHEETS
INDEX TO SHEETS
r_
a.
. r E
Sheet Number Sheet Titl
e
Iy
C0.00 COVER SHEET
C0.01 LEGEND AND GENERAL NOTES
DEVELOPER ~ - � �" "_-- x�x �, I �"= CO.02 GENERAL NOTES
�� C0.03 EXISTING CONDITIONS PLAN
BRAGG-PICERNE PARTNERS, LLC.CO.04 SOIL BARING LOGS (FpR INFORMATIONAL PURPOSES ONLY)
LIMIT `. I I I
903 ARMlSTEAD STREET I i C0.05 SOIL BORING LOGS (FOR INFORMATIONAL PURPOSES ONLY)
v
FORT BRAGG, NC 28307-3929�v '"- �-" w_ �x� z� ,E' I i.. ( )
\�'. , C0,06 SOIL BORING LOGS FOR INFORMATIONAL PURPOSES ONLY
�. y ` ��
T 910.764.4500 �` =� _- - _ ~ " _ A � � �� � I I _ C10.00 DEMOLITION PLAN
,. 'iASE u
I I x C11.00 SITE PLANF 910.497.4218 �
I' C12.00 GRADING AND DRAINAGE PLAN
APARTMENT
p _ —i�oiNc *z g; I i i` C12.01 STORM WATER PROFILES
CIVIL ENGINEER — SE 28
— i
— x '.�
I a � C12.02 STORM WATER PROFILES
- A
W
,.%.,.✓".
I..C12.03 STORM DRAINAGE TABLESTORMWATER
-HORN AND ASSOCIATES, WFlLTRAnDBASIN
KIMLEY c12.04 BMP DRAINAGE AREA MAP
333 FAYETTEVILLE STREET CD
C22.01 CONSTRUCTION DETAILS
PAVILIONRALEIGH, NC 27601
C22.02 CONSTRUCTION DETAILS
T 919.677.2000
mow.+,- w- � { 'i� "� \3 \�,:\ �\' \. e•n'� ..+
F 919.653.5847 _ �" ` �� I C22.03 STORM WATER MANAGEMENT DETAILS
A °w ` �V �� !?ARILIENT !tF ni _ u
— ZV BUILDING /6 a I
I � � »� C22 04 STORM WATER MANAGEMENT DETAILS
APARTMENT
APARTMENT BUILDING 01 i C22.05 STORM WATER MANAGEMENT DETAILS
APARTMENT APARTMENT BUILDING /4 I i
ARCHITECT � � BUILDING � BUILDING � i
I�
PERMITS
LIFT STATION,.. , wPLANWORX ARCHITECTURE, P.A BUILDING 5711 IX FORKS ROAD
:.,.:
SUITE 100
STORMINATER
r
I� F
3
777
EI NC 27609
BIo-REna nON AREA PERMIT SUBMITTED ISSUED
\ — — I I I I _
RAL GH, .
z
��� � � ��'�� LAND DISTURBANCE PERMIT 6 7 12 XX XX XX
T 919.84fi.8100 STORMWATER STORMWATER I I I,..
F 919.846.2 fi61 INFILTRATION BASIN — — — — eIo-RETENnoN AREA _ — _ I .. f WATER PERMIT X X X X X X X X X X X X
.M LEASE LIMY SEWER PERMIT XX XX XX XX XX XX
.. ,.
P+ DISCOVERY LANE , I STORMWATER .PERMIT 6/8/12 XX/XX/XX
I _ m.
SURVEYOR
I_ _w i m i REVISIO
PIP P;
NO, DATE DF-SCRIPTION
McKIM &CREED - rt �� z
104 GILLESPIE ST. I . .
-- I
FAYETTEVILLE, NC 28301
0.323.3400
2
T 91 Wgan a
F 910.323.1028
w� 8r
ZL
2
GEOTECHNICAL ENGINEER
THIS DOCUMENT, TOGETHER WITH THE CONCEPTS AND DESIGNS SEAL ttltllil
z PRESENTED HEREIN, AS AN INSTRUMENT OF SERVICES, IS � �1jh* (O
INTENDED ONLY FOR THE SPECIFIC PURPOSE AND CLIENT FORij�,�ji Z
BUILDING & EARTH SCIENCES, LLP WHICH IT WAS PREPARED. REUSE OF AND IMPROPER RELIANCE " 011
3509 CAMERON DRIVE ON THIS DOCUMENT WITHOUT WRITTEN AUTHORIZATION AND * °.7 <
ADAPTATION BY KIMLEY—HORN AND ASSOCIATES, INC. SHALL .,
SIEAi" Of
SANFORD, NC 27332
BE WITHOUT LIABILITY TO KIMLEY—HORN AND ASSOCIATES, INC. .i p
T 919.776.1888
GRAPHIC SCALE IN FEET �� '• ��.F 919.776.1889 0 50 100 200 U
��i�j����`�
COPYRIGHT KIMLEY—HORN AND ASSOCIATES, INC. 2012 I
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
E NC 28301 Co.00 Q
SHEET w
FAYETTEVILLE, KHA PROJECT NO- 012332022 =
T 910.401.3288 JUNE 8, 2012 DISCIPLINE- CIVIL
F 910.323.053

LEGEND:
v M&C HORIZONTAL & VERTICAL CONTROL
— -- - - SANITARY SEWER
STORM DRAIN
_ --*--- WATER LINE
.-.. OVERHEAD UTILITIES
UNDERGROUND UTILITIES
SURVEY -NOTE.
EXISTING PLANAMETRICS BASED ON AN TOPOGRAPHIC
SURVEY RECEIVED 11/09/09 AND ADDITIONAL
INFORMATION PROVIDED ON 4/23/12, PROVIDED BY
x -- x­­---­ FENCELINE McKIM & CREED, 104 GILLESPIE STREET, FAYETTEVILLE,�-
__ FIBER OPTIC NC 28301, 910-323-3400. .� "✓ "
- UNDERGROUND ELECTRIC I
UNDERGROUND TELEPHONE
UNKNOWN
SANITARY SEWER MANHOLE _
CLEANOUT
05 STORM DRAIN MANHOLE
i CURB INLET z
Z
YARD INLET
ii%: DROP INLET 9
EJ OT-- OPEN THROAT q
WATER VALVEaji' LWA
r rig
°FIRE HYDRANT S ens ra-
GRAPHIC SCALE IN FEET
70..- rA
€ . POWER POLE O 25 50 100
8�- e 2
G ANCHORif�L r �Fi•�� �� r-x -
�k AREA LIGHT
LANDSCAPE LIGHTPIC•
qI ELECTRIC METER riS e �I�ir ;zv I��;slr L,M
LIMITS LINE
LEASE LIMIT --
f '.".Q _ .._._..
BOLLARD
f4y � ..r' � V -+✓' .'.- � cam,." I I \
TELEPHONE MANHOLE
TELEPHONE PEDESTAL _,fl
FIBER OPTIC MARKER
o PARCEL t NE $O' FROM :� - s ` ''�` ✓ e ` jj i I I
/
SHRUBS AND BUSHES f CENTERLINE OF BRAGG 84 ��3�5.,- r- ..--- �`�.--. t Ia `•�? �+�� `- if ,
DECIDUOUS TREE low
I -
CONIFEROUS TREE
� ".�'�_ .'..' �_ '"'.Yi"".. "� '�' :� T.-,. "`.."" "N ="!�,� Y ,-," `F �� ��'_•�""r 1 � � I I tI! i 1 i
i 11 {i 1 1
�_,.-� FOr ✓� P' = r ..,,,. � � ti, �O�.P� -- w,,,-a<" 'r `c� �.-..^ ".-„ _j_" ';�' I I I i 1i 1 I � I
_
'FOB -`��s ��° w.,t .,•�.�'V` B-19 - �IIi i I r......_
II
ooi
B —1 7—
``o- B-15
_ �OO� � � s �� ✓ s: -� �i. �� �'`�� +f �-�' �`"" � •r •,.-� �a ,� y'r � � x„•-~`""' � L
EXISTING 10" WATER �HI�41I I i; 7
B-12
M
Lid
B-1 O
". 30i� 'c n y ✓ 7 g- - Y �To B 08
30' EXESTIN;; � ., r .� s w ✓' P I I + M w.
WATERLINE r i f d \I I ✓ ✓
,,� v.r- � : -ASE L.I N E ' '` ,., J
�'(�� _ � �r- �.. f 'm,,,,.`M.r- "� � .��� i ,� �, r.'}te�� �u.�BZ- :.. ,,,"swa r��'� �.- F � ! .-' � .......-- -- -• ,� 4 � � .� \ B—�0 � � � j �j' I
"��� ,..+"'"" .^". r- ...- '�^ "'wf'"✓- .r9"'..^i �N "M"'i,3�.. x „P, f�` e- '_.` `'-- "'' 1 ® i 0. \ { i I j "' .. 'c.,.!
APPROXIMATE DRIP LINE , / E
OF TREE CANOPY B_ } 3roll
I I 1 E I E I J I
✓ V4P Cyr may' yia ° 4 "` r i \ / ®ta ~d I I E I I
MHS` �. 1
r A!3AN: JWG Y
r _ ■ ) I ' j
" �� — . 1' y' 1OP CON : 296,63 'AP-- - a' ; i B 05 iNVi 2s2.24 � }�
I -- x B-02
B-06 INV 29 . a () ,. c �Nc � LEI
FORMER `;I D£ W6i` X) j -
�� ............
8-03
li
STORM BOX �
~ I !
� � \ �Ip
TOP CONC: 296.54' I ` \ ` 1 I 1
OUT, 293.67'
fI
e-04 ,� � \ � 1 ��. 9 � � it I
/ ® LEASE LIMIT I
B-09 I *EB
4, I �a 1
B-07 -14 I L STOl cz ! I I
IN: CC) C. 29 1 I I 1
-
I�� 1 �.�.rr��. ► •-#�.�<v
�r - ®_am _- - __294 $�--- 4EXIS
n_
I!li 'ATE
��__—_m— ss
m.�sz- TING 10w MAIN
OifI..
I 1 ✓ 1 ji C RE
1
..._ �.-..--.� �; � r Ili i µl
<<� UNC-n BOX ! Gp � A�9119' � � �"� . ____ �/ PHASE �`C�IE � C� DISCOVERY LANE ` 11 �
/ _
18"RCP s s� IN: 286.5 ,'' f�W I �� . ® ' —Nfyii Ct-DOUBLE j
f IP3ACCE5 8LE a ( ) I !
— _ vd —
IN: , 85.1E f I �s — I ONCO GRATE 187' `I I
t3 s296 1
_.....,.------. �12l��1_----., 1 r' ram OUT: 2�.12' � I � Zti y`e1S �A — _ — _ �Nl�l�l:d � 293.87'
c - -�'- - i \ �va - _ — — ® __- -` _ s — « - - - _ i i RIM
H
Baas i e 1 I 1 ;
o I I DI _ — — —s-- — — --gt-�aoa )!-Ia�otS 3 i IiJ 98, 8
1U t 19
/ O ev Cl/b6F#D I GRATE; 29I.24` r �� �- `I `aT©RAI i+CX i I fA- o
i 1 r✓ffi l [a+ rt ! �/ tAJi: 288.29' / + O�?O „�� , P COM 295.76' l s
�uNcncN ox Rica: x92.zo' ryww ��� - ( acS Q CS �9a.T3 _.._ __ .__. ,i
TOP CON 292.01' OUT: 287.49 r' f dw - - - _i clot ® II VI IU€ 1 5 ii
_ 1.;
c> Yi f r. I I I I I€ I f C'I
1 cs 9.31 ` I 1 III r
a
/ u :, i - Ol T: 77" 1
J ATE: 291.87, � �`4 ! ® STORM DRAIN L3 AS a
e� ! w >o al I I cx yc b L_ I SHOWN ON CIS PP44G.
vt - r 0. (}_-- — SHOWN �! GI5 MAPPING. BURIED
N 13GX
1 N: T287 85' ui rn dOf3«� k tR ecf0& yZ$ n STORM DRAIN LINE AS INACCESSIBLE NOT CONFIRMED a _ 3
°N 1i NOT CONFIRMED OR FOUND
ORATE 292.$2' I GRATE: 94.33` I a L a t I E ! I 4 99
cs Ca C4 C, a I r ( 1 1
a a GRATE: 4 i.3U° ATE: 292.38 ATE: 29 19' iN: 284. I z I I
c� IN: za4.��' IN: ze7.e4'(N .a N: zae.s ' wj
jh6
a �. OUT: 2 .1 a' a =
�� .. I r.
r f 2fS9.E3 ab I w, I i r—
'� � � IN: zes. (Nwp OUT: 284.4f>' � IN: zaa.34'(N} � � � 4
2 . IN: 2&4.7 '(NE) OUT. 284,37' OUT: 284
�P
IN: 287. (SE) i I
l OUT: 284, 8' IC
i
t I I
COULD NOT LOCATE
NEXT DOWNSTREAM
STORM S UCTUtRE I I I I
I I
III
� JUN N €BOX [ I € I
TOC N
I
Ot 1.4q(E)
JT: 91 I I I
LL
rm�
t'� I 1IIu,I III
i I i 1 FLi 1 i I I
fw*l ryox 17zw
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
PICERNE
MILLTARY HOUSING
FORT BRgGG. NC
BRAGG BRAGG-PICERNE
COMMUNITIES LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Mmley-Hom and Associates, Inc.
NC Lam #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Pia mm Architecture, PA
5711 Sic Forks Road
Suite 100
Raleigh, NC 27609
T 919.846.8100
F 919.646.2661
SURVEYOR
McIGm & Creed
104 G0les)te Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
EXISTING
CONDITIONS
PLAN
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 618112
REVISIONS:
SHEET. C0.03
KHA PROJECT NUMBER: 012332022
DISCIPLINE: CIVIL ENGINEERING
©Copyright, Kimley-Horn
and Associates, Inc. 2012

SITE LEGEND
__ —._ _ ._....._.__.._...��... ..—.... �._. �....... .. ,. ....1, �._.., -..- s,- r.a e_a��r`rau•LLaal.l_u_a1 .�.L.a •.-f-�i Lia as.r_�. c_u_iL a_c.�.s_ -
map -* j
I FORT B
450�c)210"
RAGG
HEAVY DUTY PAVEMENT
STANDARD DUTY PAVEMENT
CONCRETE PAVEMENT
8 - BUILDINGS (5 BUILDINGS PHASE 2A
3 BUILDINGS PHASE 2B)
192 - UNITS
377 REGULAR SPACES (4 PARALLEL)
16 H/C SPACES (ASSUMES 2 H/C
SPACES IN FRONT OF EACH UNIT)
16 MOTORCYCLE SPACES
409 TOTAL PARKING SPACES
DEVELOPMENT SUMMARY
PHASE
BLDGS
SITE AREA
IMPERVIOUS AREA
(BLDGS. ONLY)
TOTAL IMPERVIOUS AREA
(BLDGS, PARKING, SIN)
% IMPERVIOUS
2A
5
8.62 AC.
1.40 AC.
4.14 AC.
48.0%
2B
3
5.03 AC.
0.83 AC.
1.82 AC.
36.2%
OVERALL
8
113.65 AC.
2.23 AC.
6.23 AC.
45.6%
105' SETBACK (TYP
UPH—A1
GRAPHIC SCALE IN FEET
0 25 50 100
SURVEY NOTE:
EXISTING PLANAMETRICS BASED ON AN TOPOGRAPHIC
SURVEY RECEIVED 11/09/09 AND ADDITIONAL
INFORMATION PROVIDED ON 4/23/12, PROVIDED BY
McKIM & CREED, 104 GILLESPIE STREET, FAYETTEVILLE,
NC 28301, 910-323-3400.
LEASE LIMITS
1. "
I
1
1
3:
z'
1 ,
1
1
1
I
H
TING C;RB
GUTT pA
PP VEMEN.Y PATCH
� II
z.�
K:_ I
I'-
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
PICERNE
M OTARY HOUSING
FART BRAGG. NC
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Hom and Associates, Inc.
NC License #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Phnworx Architecture, PA.
5711 Six Forks Road
Suite 100
Raleigh, NC 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
McKim 81 Greed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LIP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINA% LIP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910,401.3288
F 910.323.0539
SEAL:
����ttt�stf��ri
Aid
s
' SE a
4
1�f1't�
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG. NC
DRAWING TITLE:
SITE PLAN
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8/12
REVISIONS:
IPTIO
SHEET: C11.00
KHA PROJECT NUMBER: 012332022
T I v V, Z ,,: i'. IC
-1- Inr, y u,( � 1 r, ti � i•. 'd 4'- IrS lirl r:+�ry.r'F 'h f�Al i�'.1f4'SP�'r• ii�ill rt}A7'.
1 / 1 ! t 1 I } .r _ Is �I' f l; �.1' 1�' rr .•r. r ':
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimley---Horn
and Associates, Inc. 2012

CO-331 DI-214
APARTMENT RIM: 295.22
XBUILDING #8 INV IN: 292.70(CO-331)
-29i�65 FFE-297.65 , INV OUT: 291.25
f CO 329
RIP -RAP
APRON (TYP-) r3�
SURVEY NOTE:_
EXISTING PLANAMETRICS BASED ON AN TOPOGRAPHIC
SURVEY RECEIVED 11 /09/09 AND ADDITIONAL
INFORMATION PROVIDED ON 4/23/12, PROVIDED BY
McKIM & CREED, 104 GILLESPIE STREET, FAYETTEVILLE.
NC 28301, 910-323-3400.
rnµp--k�xi 4"11z
I FORT BRAGG
RCI FAMILY
HOUSING
1 � I
GRAPHIC SCALE IN FEET
0 25 50 100 °
}
INFILTR&A9t 161xSIN 1
BOTTOLENGTH (FT):
"a OM W1DTH--ItF f): 62.00 g•.._ _.�a3 ? �,
VOLUM YEAR): Z StT CF } )' E"x Sli.N
10 YE411....W51=L: 296.30 ti�irz€_ _ ( i `��• "`e,
w_ L--YEAR WSEL: 296.34 r EF ar
100 YEAR : 296.61
P
CB-112
RIM, 298.50 f _ -�
M .� v� sec -
INV 1N: 29&60(DI-114) a
INV OUT: 295.50 = 301,93
301.67
-110
RIM- 298.DD
INV OUT: 295.03 r 301.63 I I t is
Ce VTEitL'h3€ OF BRAGG€_ _ �5� ' ✓ ter¢ 301.42
301.75
:..--
�° s> 301.25 w 30 50
HP
RIM: 297.36 r % z� W� �3T50.89 r -- ` 301,06
"II IV IN: 293.96(CS-110) " �� I• f
INV OUT: 293.85 ...-�` : I ' '" 300.50 �300y64�: �0 3dz1.00 299.4 I j
Y
d _
r` 300.E 4
_� ?r✓ ym 300 50 a _a �W - 299.90 I
" - 300.37 30 co-2n I I Frr AST. EE
...
�� j . i N' p 299.50 300.13 300.00 301.01 T
2999.94 299.6 28 LF OF ;
299.7
v-� y� - �. 4l� 99.25 10' PYC �
`t ! Y" '� a HP 301.25 I E E I I
w - e a« 215 LF 29 30p.29 13
e r' t� .. CLASS I RC,_ i I I
299 o a.SOX I I
D 106 t I <
RIV IN: 293 7 D$ ��-„�� r299. 296.7 ,....-^ ',�� ' CO-214 CO-21302.:25
24 LF 3M.25 299.24
R� INV IN:. 28 . C0 . 0) 298 84 30225
r _ � JNY I: Aa CO-243 2qq,,,
259.00 0 0.50% } 92 9.49Y -1 r =215� I
99 39 283 23 298.5 29 30 299.73 I S is 2 w APARTMENT
o �(� y p p p y 1 XSUILDING 2 I€
2 0 FFE-302-25
..P-' 298.00 � a
u
,. - �-~ � "-»• -� -"'"' 222
ICI i
C ` V3 �tk1 301.25 k pq
29 - 298-63 C
,„�-" ��, r ..-- :. - .�� [V • � ^i � I ; E' C- ARIN� LIMITS
DI-208 B-ZSOm �" 299 297.60 CO-220 CO-219 I f p) I gi
RIM: 296.50 '..RIFT: 298.§U �= �q�q a 'CO-', ! € I(
INV IN: 292.33(CB-210) 292.8 Df-212) 3 .25 I € i
298.75 DI-114 r t
INV IN: 29224(CO-319) T 292.74 � �, a. �' 299.20 kP 29 CO-243 RIM: 298.20
INV OUT: 29 _ �C 12 LF OF f'` ."' 299.80 -" 3( ) a
ram- � INV IN:' 295.E CO-214 CO-211
d-� 295.30 3(�0.30 FES-20 Ei
FFCP Nam, «-""� � 2 �9.64 299.2D N INV OUT. 299.30p
.- HP CO-242 rn rn APARTMENT DI-199 o o. �' '`� 9
✓� 5 `� w `Q 299,30
_ XBUILDING #3 RIM: 298.80
299,20 94 LF OF FFE-300.30 INV IN: 294.71 CO-222) ' I 2.00% I ,
✓ 18" R s / 289.30 ♦ 24" RCP ( rr 0
✓ ' -a' O 0.50X INV OUT: 294.71 XIST. TREE
_ r
r p,_1iIM 5.61 " s Y % r� 298 ' - ` 299.50 sv 1 _ r 64 LF OF -
-'b S'XISTIN 291.47 I- 3 �€ � OF - 9a77 98 S�/ -. Pvc CO-224 �_ kA �0 REM AI 295.00 2s8_s9 t. r f w
15' r OBSER ATI ON
4 - 299.13 DI-105 9 I
.>,,.�=.,204 iMR'EF,.f2[.iT1s" �,_-�iNV 291.3�7 a'"� ,.:N' � iR 98.8B
- 'ttlM: 295.50 ' s 299.7QO.20 j FES- 205
t Aa'' R E ".-. 296.50 OX CO-244 104 Hp RIM: 298.00 LL 299.48 E i 3
290.40 (CO-2 06) fff '� 195 LF ` g p -w w - 299.30 I -
p tip _ 299.52-300.20 RIM: 29 _S0 t INV IN: 295.01 CD-223 wm^
INV IN: 290.87 (Dh214) x y .w 297 �rw•' 2 4. CO-225 ( ) 29 i F- \ , I(i
INV OUT: 289.9D 298.75 298.50 CO-227
",,. ,,,.. �,.. 29 INV IN' 292.76(DI-1 � '" INV OUT: 294.42 �y) 6' � LIJ _ }
a o.so% . 299 8 _ 1 29s. 297 INV IN- 292.66(GO-228) a 298 f ;
a .� - CO-311 E 297. P 298.50 INV IN: 292.86 CO-226) -=' `'£'ti 1128 I i
CN so 29 CO-2 156 LF _ I-
.,�" .-Sbdl"iiCP f._ -.". � ,.✓ "'"' �...-- �9 WV IN: 292.86 CO-241) •- --- •� fi.
co- ( 298 " - 39
r O 0.50% _ 298.298 CO-229
�;'"� I�,„_ " ,.,„ ,�,. ,�- `. -� ..--• 2 - E5`- .... 97 97.44 1 i9 15" RCP 299 Vi
' 00 CO- INV IN: 293.64(DI-105)
37 INV OUT: 292.66 CO- CO-228 O 0•% N 0 �95.00
r _ i3 Ck 97.10 2i9 `r 299.00 299 CO-230 CO-2 CQ; 207 s
•rPS' •,..-:,,+>•..., .„,...• �'"" -.'" " F'2912as. - 97.5D 2 CO-23s ❑ `
29F 50 CO-240
,
_7.50
3 � '�.s"^ ✓._ _�"e'. � •} ,.."' .P✓ ^'_ � ___ ......_• ..... { �.,,..•:.-,ww«,--i _ 4.-Q-a-e.....1. .du::.
297
APARTMENT - l
298.62
CO-317 �,9 tj, XBW NG I
p 0 r CO-319 CO-312 298.39 300 21 300.25 z w - L5L 29fi.90 i 299.50 98.so 3000
v 301.00 r �
D APARTMENT E3 ....
✓ E� v E 296.03 �.._ _. 297. 297.31 01 .. - HP '!, CS1- 1
2 96 �2 99.50- � 122 LF OF XBUILDING /4 300.25 �' I 3' i � r �
s � �c _ 296A,3 `Z �X� CO-320 RIM: 29�501 298.52 Oj� 300.20 24" RCP FFE�301.25 DI-102
q6. _ 296.88 4. X 29&50 298.50 4- INV IN: 293.13(CO-313) 300.20 O 0,50X RIM: 296.50
_ N µ INV IN: 293.13(CO-317) 297.70 INVN: 292.0 I-'104) I i
I 5
p 4 s 296.55 296.60 296.90 1
<` 300.25 249 LF 6F
CO-322 INV OUT 293.03 3 bc' INV I -292:1 CO-231
JJ
' � --- """ ) ' APARTMENT 15" RCP
299.50 DI 224 29&17 298. 7 Co- 31 301.0D € I
RIM: 297.75 2$&47
22
E � i 9 i INV IN: 292.1 CO--237) XBUILDING �1 O 0.�1X , E
_ 295 HP 298.56 296.76
f) 2 296. 296.71 - FFE 30 INV OUT, 291.57
CO 318� NV IN• 292.30(CO-307) g m,-
xl'rii 98.65 DI-297 �9) INV OUT: 292 2 CO-232APARTk
R
296.08
. :. ,' I
4 2 S CO-334 111 LF INV OUT: 292.49 XFFE==299 5�0 "- Nf CO-237 299.2
9 i LP RIM: 296.67 [3 € CO--234 300. 5 . _ .,..,.:». ' � - �-- ' 3D1,00
h 29 �g a" P
M 92 293 29B. O 0.5 CO-321 CO-306 CO-2
2 CO-307 299.20 ��`'" °�• . 301.2 CO-235 0 301. L?O I 2$8.72 _
`, D1-220
p 1 r- 6.40 297.85 297.14 RIM: 296.50 I CO-314 CO-309� I �0 CO-239 `9�9 CO-236 C4-203 GO `,01 07 299.2D I
__ „. __ CO 204
�
ti9
/
00-401
70 LF OF
INV: 286.88
24" RCP
O 0.50%
105 LF OF
117LFOF
6'PVC
6" PVC
0 01
0 0.27%
1
x289
4
FES•-202
✓
INV: 289.55
-00-304 299.50-- ,
�:... .
R M:1296.50
82HFP 296.50 INV IN: 292.1
15" RCP \296.07 INV OUT. 291
01. �50
295.47 ti 29g
295 00 15 RCP
39 LF O 0.50X
-,
15" RCP
0 0.50%
6. 2g-- 15" R0 0.5OX 294 94 297.20
293 292 296.50
29 . 291
CO-303
15" RCP
NO-4D0o _.l �p�� ) : CP 95.59 O 0.50X 97.00
3HP
29Q 91 i9 `Lg _ . / _ FES-216 X 290.50 FES--299 _ _ ,, � FES-222
226 LF Q� ✓ 94 JNV: 290. INV 0.50 --INV •-.29A.5O c��! 29 .SO
g1 HP
.= ■ rr w�
now
- tlr ..1N1(eIN: 2 .44 (C5-232) MHk3 1 i rJB-298 r 294.4D 294.80 ✓
LENGTH FT : 143.00 �, BOANV IN;, 285 84 (CS-230) , , , ,1 zs2 ¢s c RIM: 295 62 L FARING LIMITS
BOTTOM( )
BOTTOM WIDTH (F7): 122.00 'fie ENAC;CL5 k�3LE INV IN: 26 7 �3 34 I "IaCP t 291 42 Y IN:
266 6,T(N ) I 1NV dN, 2�>.7o(co-3as)
IN"INV IN: 291,0(CD-303) DISCG�ERY LAND
I IU;,_. )� Yt_AR) a§I:35 CF _ ., - c OUT: 285.1 ' 113 LF of INV IN: 292 I-297) °5C
( Q- _ _. _.... W RC . .
Ar,
__ INV OUT. �D.67 3 „v
10 YEAR-IHSEL: 290.17 -� cs-332 Cj` � �� � -, 1a LF o .
29 2 Iu n RIM: 290.55 c3`3Li.:31 }c b6 24" RCP . i O 1.26X
1 25 YEAR WSEL. I , , INV IN: 286.57 co-400) ; e o o.SOX_-
1 ( *CB-218 I G S1I 2'92.24`100 YEAR WSEI INv IN: 286.57(CO-401) f ev CE/M KD - 29453 S c:'.__ INV OUT: 286.57 -Fi?M 292.2€I° INV291.17-
t s ca N Ti t ; C3X \
it1
rs � 1.
P � 1 CS-"230
f m i
4�'
ca i3iJT: 2$7, �.
I
9�O � .-• f5 CON
2 i' o
ii1
4«- _ �M• 29i.35--
_ ' al
�.
-�< 6" PERFORATED r t
1
"d INV OU . 287.26
i � Y�'� �' PVC UNDERDRAINS
N: gas.'3s•,
t " Z
UT28796
€ i
�.
�} � E it F ��� C ® _.. , .._ .. � . �-_•__'..�I'._-.,«,.«.,_.._._.................. ' _....,..,..... _._,. ..._,........ ��, .._, ....._.�_�_...
CA
W 4
CRATE. 202.82' - AW, 192,3E _ T RATE: 29 19
fiI?Ai �t_3�'a IN: 284,41' pQ1� N: 287,64'(NSi �I
�a IFS: 2 o8 '( r} »� N:
IN sb. (�I , 2 �.4 I Na 26i,34'(N) �`� I : a4.1 '(N)
/}ry IN: 284,11`(SE) f Oi1i: ?zs1.37' rYa��22'
1 OUT28 84 06N ' /
~ INV IN: 291.25(CO-321) Doi'
kNY OUT: 291.25 N
298.50 5 1 298.50
256.J�j APARTMENIT
xeFFE+29B.500
297 CP
JB-
RIM: 294. 2g6
IN: 290.7D(DI-220
IN: 290.70(CB-21 B)
INV OUT: 290,59 297.50 297.50
19 LF OF 296
i 96 LF OF 15' RCP 2915 -
INFILTRATION BASIN 2
BOTTOM LENGTH (FT): 204.00
BOTTOM WIDTH (FT): 25.00
VOLUME (100 YEAR): 6,582 CF
10 YEAR WSEL: 291.30
25 YEAR WSEL: 291.48
100 YEAR WSEL: 291.65
299.50 CO-301--\
93 LF OF
-•15" RCP I43
-221
O 0.50% RIM: 297.84
INV IN: 291.39(DI-224)
VV IN: 291.39(CO-300)�
INV OUT: 290.70 . '
j
�,. CO-•300
297.60--`
I)
297
93 LF OF
30' RCP-
0 0.50%
300.
300.15
_ 300.65
300 78
;
299.42
300.30
299.75 300.00
300.21
300.31
3
297.00
g
299.00�
50
_
:
00.300.5D
I
299.23
r 3:
`9
299.94-l"I
300.03 300. 0
(
1 j
I
297.60
299.15
299 I
29
HP
�
m
\
. I , i I
I `
E {
��°
2
296.50 9)
29 8
s. 299.50
�
299.44 � .i
SIP r I
't N
I
';
295.75
RIP -RAP
PR ON (TYP)
298.00 I
`�
-
g 4
`
297 25
c0 200
€ �
19
9
?
299.80 r`\
I
I
Is
I � I
CO-l42.V194 LF C
:wNQV: 286'18•_ _X291.10 6" PVC
10 0 0.50%
5.18
CS�
281 LF OF
RIM: 293.10 6" PVC
INV 00(CO-404) o o.SOX
INV IN: 286.00(CO-405)
119 LF OF INV It' ZEI5
24' RCP 'wv T'' 28�5
f.__
i 5:10 z
I '
1 .77' `
EX. 11-128 d
RIM: 294.33
INV IN: 284.40 (CS-13 )
IN: 2134J INV IN: 264.06 (EX. CI 10 )
INV OUT: 284.10
I
' C13i#L�S
�T L +<: ,
STORM SVcI RE
I
I �I
.. ._...._�� - t {
_.._._ Ill^
296 297 21�F OF �`' 298.6 ° €
295 12 3�yC
292 293 294 CO-407 rn
Co-40� INV: 2ti 8.45�
INV: 287.15 I FES-200 ; a,9� i
�INIh 29.10=INIP
CO-404 207 LF OF 200 Lh� OF 291,10 � � ii� 1 ! F 1
INV: 287.46 B PVC 6" PVQ CO-406 a' X291.10 O 0.50% O 0.540% IN 28 i b
_ ' ---292 -_ �`"�••
293 - z96:i 1
294 - _. ,
295 297.E
296
I E.X. CB 124 ,
291 LF OF XIS .TREE I E T r' _
PERFORATED
i - RIM: 299.061
6 I €
3
B PVC '- :-- ---.- TO REMAIN INY ICY: 293.-72 CS-126 �.�> •� �, „ , 4
PVC UNDERD RAINS
O 0.50% � ` ' -.... �,:: , - € EX. IN:T
_. - .:
SLOPED AT 0.50% I �v: p_- ._ ....._ ..___
Qdz c,-I�ru1I I { �w� otir: 2s1.84 ..
."'.Pl:7:)
�trS'fci �' CRATE: 29a.1a'i -- s-g _r
J ( t\ r I
r
4
f
E i 3
1
RETENTION i
BOTTOM LENG
FT):
504.00
BOTTOM WiD
(FT):
50.00
VOLUME (100 YE R
: 45,002 CF
10 YEA
EL:
292.38
25 YEA
292.66
100 YEA I�VSEL:
r1�1SEL:
293.04
r
I
I it 3
STti184 DRAIN L;NE AS NA€UEt I I I
5i• O*% a" GIS MAF1P$N0- &UPIr_Li hScds i,:.'� Cif hdl C t a f a € .I
NOT CONFIRMED FOUND ��' II ! I €r f
E < I ;
i
_ _c It
i. ,ak'X'
rs ,
8 �
€
.n�C`! ✓'fit{} ��4"�• i _ F {....•i i � • E3
FORT BRAGG, NC
•DEVELOPER:
1ik >� tk
WAO
PICERNE
/AILITQ RY Hp�l $ENCi
OnGG, NC
BRAGG BRAGG-PICERNE
COMMUNITIES LLC PARTNERS, LLC
CONSULTANTS:
r
11
e "ILI
10mley-Hom and Associates, Inc.
NO License #F-0102
333 Fayetteville Street
Raleigh, NO 27601
T 919.677.2000
F 919.653.%47
ARCHITECT
Plamvorx Architecture, PA
5711 Six Forks Road
Suite 100
Raleigh, NO 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
MdGm & Creed
104 Gillespie Street
Fayetteville, NO 28301
T 910.323.3400
F 910-323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NO 27332
T 919.776.1888
F 919-776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NO 28301
T 910.401.3288
F 910-323.0539
SEAL:
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
GRADING AND
DRAINAGE PLAN
ISSUED FOR:
CIVIL DRAWINGS
ISSUED ATE:
REVISIONS:
6/S/12
SHEET: C12"00
KHA PROJECT NUMBER: 012332022
Il�} - 1� i ..,I .:�Vr. l; t� .: '., ..;. .. .. !,. ... �.�'. .(ti, :'1 i'.r �.' f'�t }.,. .�.`';.tl . �,!�•� iI.i ;•i +'�.,1 ,•=�; ;i 1Y4.. ;`rF `i.
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimley-Horn
and Assocletes, Inc. 2012

GRAPHIC SCALE IN FEET
0 25 50 100
1" = 50' HORIZ.
1" = 5' VERT.
N
O)
ca
tD
O
0 c0
�
M O.
It
0 O
to
0) rn
r-
O
N
NN
c0
N
n
N
QiNn
N
N N
N N
N
NN
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00
STRM-2A-1
rn
N
I
0
302
0 N N
302
300
... ...
0
71
ol
Z o
300
-
0�
�> >
298
N
o a,
N
EXISTING
SURFACE
298
_
296
of
�
a
(n
296
294
PROPOSED _
294
_
SU......
RFACE
....
...., ......
292
292
290
290
288
288
N O
ca r
C
N N
10+00 11 +00
STRM-2A---2
N
n
302
mC]
N ?
EXISTING SURFACEN
0
O
302
w
? PROPOSED
+
300
SURFACE
ctO,r
...._N D
0
300
U
ac ?
298
I
_ ..
298
296
296
294
294
292
1
Z
292
290
Li 8" DIP SS
ELEV. 291.99
x
LO
z
8 PVC WATER
ELEV- 291.76
290
289
W/ CONCRETE CRADLE
289
r
N
N
CD
0)
NN
NN
Q
poN
05
10+00
11 +00
12+00
13+00
STRM-2A-4
Zf%A 0 ZnA
•JVT 0 1
U Q Q Q
302 iri m o of 302
Uw
_ - ... o __ ........ . . www
O m 7 o in
z .z z
300 4 0 300
a
N+ NN ..
X 000 N298
u7
298ZO TING+ 00 03 a0
� >>> EXISrnN N N
0
296 w r M N z? SURFACE z z z Q_ 296
U tY — — —
Ln
_ —zzzz
—
294 294
292
PROPOSED
292
SURFACE
290 ..... 290
FUTURE 16"
288 WATERLINE
ELEV. 290.77 288
286 .. ..... .
119 LF OF 24" RCP ® o
284 _ 284
282 282
r �
ui
Cn
N N
10+00 11 +00 12+00
STRM-2A-3
E
N
w-t
Da�i
f� D0 00 M Co
0 CV CV Cv 6 ri Nommmom
D L6 N
0 �
+�NNNNN�
o
Nzzzzz0
ui
a
_
Nz 0
r
I
�»
O
Z Z Z Z Z Z
_----
O
_.: —
EXISTING
SURFACE
298
298
296
PROPOSED
296
SURFACE.. '...
294
"
I
294
292
292
291
291
rnL
Lo
N
N
N
N
9+50
10+00
11 +00
12+00
12+50
STRM-2A-5
P) vrw i tbod f2 I.,
I FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
• DEVELOPER:
all
PICERNE
RAILITA RY N�1, 51Nf�
FDRY BRAG;`,, NC
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kmley-Hom and Associates, Inc.
NC license #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Planw n Architecture, P.A.
5711 Six Forks Road
Suite 100
Raleigh, NC 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
MdClm & Creed
1 D4 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
r
JOE s
aM M •k
+'t . � s s
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
STORM WATER
PROFILES
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE:
REVISIONS:
6/S/12
SHEET: C12.01
KHA PROJECT NUMBER: 012332022
_ 7"77
s. II
i �-T k r�r .t .. f i ilr, '� . � .\.. -.- .... .. � .-.. .. + dJ •r,.�. 11 � •1� �I.. ;-��I' i'-r," d✓r is q'
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimiey--Horn
and Associates, Inc. 2012

am
r r
m o
M f�
304
N
N
vv
'? '?
304
302
Q
M
- N
00
Q
302
'001
+(6
+'�6mOOON ..
Oi
� N N
t
0CA
N
CA
.. ..
N300 ZQ
N
300
p
cNZp
N
m
>>
�NN
O�>>
Z
N
00Ln
0
of
Fz z
EXISTING SURFACE
°298
v
>>
o:
FZZ
U
FZ N
_.
> > >
Z
298
;
-�O-.
........ ......... .....Nr
�
296
Va
296
1�(AZ
294
- _- -
PROPOSED SURFACE
-- . --- -
- 82 LF of
15" RCP 0 0.50%
94
292
121, LF OF 18" RCP 0 0.50%
....
...
292
195 LF OF 18" RCP 0 0.50%
N
38 LF OF
290
70 LF OF
_.
co
r
„
15 RCP
290
.
............
..2.4
RCP 0 0.50%
,� -oo
N -
Z
z
00.50
288288
r r
—
6 PVC WATER
. . .
6" PVC WATER
- ELEV-28s.2a ....
6"..PVC
55... .
286
ELEV: 288.29
,r
6" PVC SS 2 PVC WATER286
.. ELEV.288.58 ......
.....
...... .......
2" PVC WATER
ELEV; 287:36 ELEV: 289.88
-
-
284
ELEV:288.88
... ....
-
284
282
.. ........ .....
282
os
L
N
(0
�
�
r•
�
C
�
p
�
NN
NN
NN
NN
NN
10+00
11 +00
12+00
13+00
14+00
15+00
16+00
304
304
PROPOSED
lri N
302
__ , _
SURFACE
N. r ,
o a�
302
OOP
+ 6 N ..
300
,0 0 0 _
- N
N Z o '
300
0 .....
ca
,U000
+: Gt> >0i N _
O N N F
N
I
—
�> >
—
298
O
o nc°'v
0
.. .. O
.. N z z Q . ..
EXISTING _o
SURFACE
Z Z
...R.. —
298
rarn�
I
Om
>a..
—zz
;ac__
296
ci
r N
..........
U)
a >.
.296
e........... . ........
U-0z-
—
294
294
292
.. ...... ...........
292
290
,11 F 8" 'PV
Q 0. 0
I.......... .. ..
... 290
288
19 LF OF
- ....
288
15".. RCP .' .
:. .
® 0.50%
286
_
286
of
LO
N
co
LO
0)
O
N
n
N
N
N
N
10+00
11 +00
12+00
STRM-2B-3-
STRM-2B-1-
0
h
L
N
00
N
CD
N
N
N
10+00
11+00 12+00
STRM-2B-4-
300
N Q N
300
298
�0
U�U
moo
298
...........
M
n
�np
296
'tOoN�
0 PROPOSED
co co N SURFACE__
,cam
+
296
.. ....
+_�. cco
,�
N
N
N'
.. O
'>
294
N
Z z 0 V)
:
294
N
r
>- >z
— Z
292
�
z
� _ — -- ;,
292
290
\-- EXISTING SURFACE
290
288
I
288
.....
flF ,8 " RCP 0 1,26%
_ _
286
113 ;LF
286
284
284
283
....... .. .......................
.... 283
OqL
N
to
N
N N
N
10+00 11 +00
12+00
STRM-2B-6
GRAPHIC SCALE IN FEET
0 25 50 100
1" = 50' HORIZ.
1"=5'VERT.
304
O
N
304
302
—
U O
0
v
N _ -
302
-t m 0
N
O
r-
300
+ Lo N N
N N N
+ In
300
N
N —— O
..
F--
N Z=
0
298
m
U
> > > - N
Fr z Z z i
... —
>>
298
EXISTING o
z z
296
SURFACE
296
294
PROPOSED
294
SURFACE
292
292
290
"
290
288
288
286
286
in
t0 �
rn rn
N N
10+00 11 +00
STRM-2B-2
304 304
Nprb
'
302
M to N.. .....
N N
.
. . ..
302
UC�U
ZZ
300
300
......... ..... .... .
d co [V ui
4i a0
0N
on-
W W
298
N._
CS
_IA
a0 00 co
+oNCAN
_._.._
0 0
zz
298
N+
CV a0 .. N
Z Z Z O
296 - - - i
i- �-•..-�_
N i i
» »
; LO LO 0
296
..
00
294 W—
—Z-
Z -
EXISTING
SURFACE
N
N
} coo N
6
N z z o
294
m
....
292
PROPOSED SURFACE
�zzz
292
290 EX FIBER
,, .._.
290
...... ........OPTIC tNE . .
_
-- EX. GAS' LINE-
288 .......
-
288
EX. ELECTRIC LINE
286
226 LFOF 24" RCP 0 0.50%
...... .... .
286
284
284
1.8... LF fl . .
24" RCP
282
4 0.50
282
CONTRACTOR TO VERIFY
ELEVATIONS OF EXISTING UTILITIES
N
0000
C
PRIOR TO CONSTRUCTION TO
�
p
cri
�
r
ENSURE ADEQUATE SEPARATION
N
N
N
N
N
FROM PROPOSED STORM DR61NAGE
pOQ
0)
302
p o
N
302
O Ji OON
h
OiF-
300
300
NO
I
>
Op
Z
CD
o Lo
m
RZZZz298
298
N
r N
296;
�Z
296
..PROPOSED
294 SURFACE
EXISTING... SURFACE
294
292
292
290
290
34 LF OF
288
-15" RCP 0. 0.50%
288
286
286
oo�
�FO
LOa
(pr':
N
N
N
N
9+50
10+00
11 +00
11 +50
STRM-2B-7
15+00 16+00
STRM-2B-5
O00N
NNVi
ImLL
� U �
0 0 u
(JOr'�r6
0000�
M -
+.trnrnN
LON
pi N N 1-
N .. .. O
00
+ 4
a ~
298
I
�zzz
m
�_>
z
296
0
m
17+00
296
294
292
290
289 -
�(
00
LO
Cq
N N
9+50 10+00 11+00 11+50
STRM-2B-8
18+00
goc'Tc
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
PICERNE
nnt�4rnav F1011$[NLi
FDRT gRAGC- NC
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IGmley-Hom and Associates, Inc.
NC License #F-0102
333 Fayetteville Street
Raleigh, NO 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Plamvorx Architecture, PA.
5711 Six Forks Road
Suite 100
Raleigh, NO 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
MdCim & Creed
104 Gillespie Slreel
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYEITEVILLE, NO 28301
T 910.401.3288
F 910.323.0539
SEAL:
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
STORM WATER
PROFILES
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE:
REVISIONS:
6/8112
DATE DESCRIPTION
SHEET: C12.02
KHA PROJECT NUMBER: 012332022
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimley—Horn
and Associates, Inc. 2012

FES-222
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
5.0
FT
Ex1T WIDTH
6.3
FT
MIN- THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
FES-200
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
4.0
FT
EXIT WIDTH
5.0
FT
MIN. THICKNESS
12
IN
MiN. STONE DIAMETER
3
IN
STONE CLASS
A
FES-302
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
5.0
FT
EXIT WIDTH
6.3
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
RIP RAP APRON SIZING
FES-100
DIMENSIONS
ENTRY WIDTH
7.5
FT
LENGTH
15.0
FT
EXIT WIDTH
17.5
FT
MIN. THICKNESS
22
1N
MIN. STONE DIAMETER
6
IN
STONE CLASS
B
FES-120
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
5.0
FT
EXIT WIDTH
6.3
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
FES-209
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
4.0
FT
EXIT WIDTH
5.0
FT
MIN. THICKNESS
12
IN
MIN, STONE DIAMETER
3
IN
STONE CLASS
A
FES-202
DIMENSIONS
ENTRY WIDTH
6.0
FT
LENGTH
8,0
FT
EXIT WIDTH
10.0
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
FES-216
DIMENSIONS
ENTRY WIDTH
3.8
FT
LENGTH
5.0
FT
EXIT WIDTH
6.3
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
FES-205
DIMENSIONS
ENTRY WIDTH
3.0
FT
LENGTH
4.0
FT
EXJT WIDTH
5.0
FT
MIN. THICKNESS
12
IN
MIN. STONE DIAMETER
3
IN
STONE CLASS
A
NOTE: THE LENGTH OF RIP RAP APRONS WERE DETERMINED BY USING
THE NEW YORK DISSIPATOR METHOD AS OUTLINED IN SECTION
8.06 OF THE NCDENR EROSION CONTROL MANUAL.
NOTE: RIP -RAP APRONS ARE DESIGNED FOR FULL FLOW PIPE CAPACITY.
PHASE 2A BUILDING #1 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-200
FES--200
291.31
291.10
12"
PVC
21 LF
1,00%
CO-208
CO-207
298.00
297.12
8"
PVC
88 LF
1.00%
CO-207
CO-206
297.12
295.62
6"
PVC
93 LF
1.61 %
CO-206
FES-205
295.12
294.98
12"
PVC
14 LF
1.00%
CO-204
CO-203
297.32
296.68
6"
PVC
64 LF
1.00%
CO-203
CO--201
296.68
296.44
6"
PVC
25 LF
1.00%
CO-201
CO-200
296.44
295.54
12"
PVC
90 LF
1.00%
CO-202
CO-201
297.37
296.44
6"
PVC
93 LF
1.00%
PHASE 2A BUILDING #2 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT,
LENGTH
SLOPE
CO-211
CO-210
296.20
295.32
12"
PVC
88 LF
1,00%
CO-212
CO-211
296.86
296.20
12"
PVC
67 LF
1.00%
CO-210
FES-209
295.32
295.00
12"
PVC
32 LF
1,00%
CO-213
CO-212
297.08
296.86
12"
PVC
22 LF
1.00%
CO-217
CO-216
297.85
297.22
8"
PVC
64 LF
1.00%
CO-216
CO---215
297.21
296.86
6"
PVC
35 LF
1.00%
CO-215
CO-214
296.86
296.09
6"
PVC
1 77 LF
1.00%
CO-214
DI-114
296-09
295.83
8"
PVC
26 LF
1.00%
PHASE 2A BUILDING #3 ROOF DRAIN TABLE
UP -STREAM STR,
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-227
CO-226
293.98
293.21
8"
PVC
77 LF
1.00%
CO-226
DI-104
293.21
292.86
6"
PVC
35 LF
1.00%
CO-225
CO-223
296.50
296.00
6"
PVC
27 LF
1.82%
CO-224
CO-223
296.50
296.00
6'
PVC
50 LF
1.00%
CO-222
DI-199
295.02
294.71
8"
PVC
31 LF
1.00%
DI-199
CO-220
294.71
293.84
6'
PVC
87 LF
1,00%
CO-220
DI-106
293.84
293.43
8"
PVC
40 LF
1.00%
CO-219
CO-218
296.51
296.12
8"
PVC
38 LF
1.00%
CO-218
DI-114
296.12
295.83
6"
PVC
29 LF
1,00%
CO-223
DI-105
296.00
295.01
8"
PVC
28 LF
3.50%
PHASE 2A BUILDING #4 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-236
CO-235
296.58
295.70
8"
PVC
88 LF
1.00%
CO-235
CO-234
295.70
295.17
6"
PVC
53 LF
1,00%
CO-234
CO-232
295.17
294.47
8"
PVC
14 LF
5.00%
CO-232
CO-231
294.47
293.34
8"
PVC
23 LF
5.00%
C0-231
DI-102
293.34
292,15
12"
PVC
24 LF
5.00%
CO-230
CO-229
294.87 1
293.99
8"
PVC
88 LF
1.00%
CO-229
CO-228
293.99
293.11
6"
PVC
88 LF
1.00%
CO-228
DI-104
293.11
292.86
8"
PVC
24 LF
1.00%
PHASE 2A BUILDING #5 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-244
CO-243
294.77
294.36
8"
PVC
41 LF
1.00%
CO-243
DI-106
294.36
293.43
6"
PVC
92 LF
1.00%
CO-242
CO-241
293.84
293.20
8"
PVC
64 LF
1.00%
CO-241
DI-104
293.21
292.86
6"
PVC
34 LF
1.00%
CO-238
CO-237
293.56
292.57
6"
PVC
99 LF
1,007.
CO-237
DI-102
292.57
292.15
8"
PVC
42 LF
1.007.
CO-240
CO-239
293.69
292.51
6"
PVC
118 LF
1.007*
CO-239
CB-122
292.51
292.11
8"
1 PVC
40 LF
1.00%
PHASE 26 BUILDING #6 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-301
CO-300
294.00
291.44
8"
PVC
39 LF
6.52%
CO-300
JB-221
291.44
291.39
6"
PVC
5 LF
1.00%
CO-308
CO-307
292.86
292.44
8"
PVC
42 LF
1.00%
CO-307
DI-224
292.44
292.30
6"
PVC
13 LF
1.00%
CO-309
CO-307
292.64
292.44
8"
PVC
20 LF
1.00%
CO-312
CO-311
296.57
295.68
6"
PVC
45 LF
2.00%
CO-311
CO-315
295.68
293.85
6"
PVC
91 LF
2.00%
CO-314
CO--313
294.15
293.49
8"
PVC
66 LF
1.00%
CO-313
DI-212
293.49
293.13
8"
PVC
36 LF
1.00%
CO-315
CO-313
293.85
293.49
8"
PVC
18 LF
2.00%
CO-304
CO-303
295.52
292.06
6"
PVC
77 LF
4.50%
CO-303
JB-298
292.06
291.70
8"
PVC
34 LF
1.07%
PHASE 2B BUILDING #7 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STIR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT.
LENGTH
SLOPE
CO-316
CO-317
293.38
293.22
8'
PVC
16 LF
1.00%
CO-317
DI-212
293.22
293.13
6'
PVC
9 LF
1.00%
CO-318
CO-317
293.88
293.22
6'
PVC
66 LF
1.00%
CO-306
CO-305
294.55
291.86
6"
PVC
77 LF
3.50%
CO-305
JB-298
291.86
291.70
8"
PVC
11 LF
1.43%
CO-321
DI-220
291.36
291.25
6"
PVC
10 LF
1,00%
CO-322
CO-321
291.91
291.36
8"
PVC
28 LF
2.00%
CO-320
CO-319
292.68
292.53
8"
PVC
15 LF
1.00%
CO-319
DI-208
292,53
292.24
6"
PVC
22 LF
PHASE 213 BUILDING #8 ROOF DRAIN TABLE
UP -STREAM STR.
DOWN STREAM STR.
UP -STREAM INV.
DOWN STREAM INV.
SIZE
MAT,
LENGTH
SLOPE
CO-335
CO-331
293.66
292.77
6"
PVC
88 LF
1.00%
CO-331
DI-214
292.77
292.70
8"
PVC
7 LF
1.00%
CO-334
CO-333
293.68
293.44
8"
PVC
23 LF
1.00%
CO-333
CO-332
293.44
293.02
6"
PVC
42 LF
1.00%
CO-332
CO-331
293.02
292.77
6"
PVC
25 LF
1.00%
CO-330
CO-329
292.71
291.83
8"
1 PVC
88 LF
1.00%
CO-329
CO-328
291.83
290.07
6"
PVC
88 LF
2,00%
CO-328
YI-228
290.07
288.26
8"
PVC
90 LF
2.00%
rwv #- gac n z
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER DEVELOPER:
PICERNE
MILITARY FiOl151N6
FORTBRAGG. NC
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IGmley-Hom and Associates, Inc.
NC License #F-0102
333 Fayetteville Strut
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
PWwmArchiteclure, PA
5711 Soc Forks Road
Suite 100
Raleigh, NC Z7609
T 919.846.8100
F 919.846.2661
SURVEYOR
MdGm & Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
11111.41t!ll
SE
" 1> •
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG. NC
DRAWING TITLE:
STORM DRAINAGE
TABLES
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE:
REVISIONS:
n
618112
SHEET: C1 2.03
KHA PROJECT NUMBER: 012332022
DISCIPLINE- CIVIL ENGINEERING
O Copyright, Kimley-Horn
and Associates, Inc. 2012

SURVEY NOTE:
EXISTING PLANAMETRICS BASED ON AN TOPOGRAPHIC
SURVEY RECEIVED 11/09/09 AND ADDITIONAL
INFORMATION PROVIDED ON 4/23/12, PROVIDED BY
McKIM & CREED, 104 GILLESPIE STREET, FAYETTEVILLE.
NC 28301, 910-323-3400,
GRAPHIC SCALE IN FEET..
0 25 50 100
DRAINAGE AREA #1
INFILTRATION BASIN 1 I
b
Ate'" TOTAL DRAINAGE AREA: 1.68 AC . �'
IMPERVIOUS AREA: 0.56 AC
TC: 5 MIN
C. 0.55
! i �
-�jo
���� �� �"r� � ,� � �`��,,. .�>^�,�v `�� �'_' �� �- �"'`":,- �p1 ;✓ "' � ems", �� �' , , "� i s E I
r ! t;F'N1ERLINE OF BRAGG DI_'
300
a
✓�,„.:. �;iw� � � � ,e "'M � „� �'�` _ "'a � 's.r � �„ .:,,r^M:'.,� - -a _ �,�'""�� .,�^�""., ,SQL "-.,,-. �.07,`�. �-' � ; ; i €,� E. '. 299
°'"`u.,.. � �;^' �I�� � L." � ,,..- w'^' �," � ,.�}S .,F'"" •"� � � �� �.! S� � "' F,g ,_ »„- ara'° i.. .� ..._ �,.... _...,. _....... ,� % °✓"" g o a � � I � -3 t! r. ,a i"--.».,,-:»,..--
011111111110�
'9
.�99_
FFE
- - s. �I
�I
f 2�cn sop €
..w-�--'""..� � r�xv-t. r � �,. � .- �� ✓ � -�' �-� i � ,�-"- �. , - s3,, -i l a °' � � � .;: '.-s'. �`'� I o � I � ;, � I �� '- i _�.:
"_�""� / .--w -�✓ -_` per„ .✓" � �.,, :;.,„..++'- '� ��..ss,r'°' ._.>�^� �j q °� si l �.J,�,w'^'; ;yg:x<a„�."",s �. "'r _ E � ) i 1 ?,�a� ` � EI t„ E j i
w � _
E
!
r
000
.✓" E E I €
;?
.:.." lu ,.r"'� )+.!'.. ^•--^".-` ..,.-� ..N'""l ,---- ?(�+.w' - ......,. A.._.«-«'va>¢.*"-,....,� lY� S:`,W. _ °r" 1 E E. E ! I� "`i 3 ,I E
z Vy i
e
FFE
d �{
I VArri3!lk
p _
O r, l
i w"".+�' �_ ✓' .'-'°'.. ,✓^' �. N ,,.-'" tro - st4 da."` � ...-" .w."' ,.,,N,..,:":�"' ^..'"^.., `M, �'a. .-^+w"'m✓"�' � .an.�. - i 2 �� r � � �F ! � i. "i;-- � 4 ji I .,
�- Y s i I
9> .. 3
9$ t i
r
r Cam~ 299 «m'
c' �.2 O v
298 99 �I
_ _$ 299 w 1 i I (>7 [ EWE_
I
= t a s Pi art -I ���?per�i X FFE
u
w a
r - w ,
LiJ
j
ow-
`z9� �_'_
,
1.
Y
B- 1.5 .i( 3
� t x302.00
r
'
1 - Y259
k�
� I
fl
a,
nn
F" �' , Ate. / l•r > .f ..->"' 8-..`� c
y _-
x
EL
x 2FIFE
99.50
295
290
DRAINAGE AREA #4 �-
BIORETENTION 2�.s`
TOTAL DRAINAGE AREA: 3.02 AC ° JJhCTi�gX `�
W3
IMPERVIOUS AREA: 1.20 AC �' ` --_ - r;'(E3
.. _ �_
12,
TC: 10 MIN---___ - _.-_ ��
C: 0.5i �~ ' , ` BYPASS Alit " �O 00111D; A
TOTAL DRAINAGE AREA: 1.29 AC \. i GRA'iEr 292.2e
� F I� rau n
ca C!
IMPERVIOUS AREA: 0,54 ACC �I
TC: 7 MINc. OUT: 287.49'
Nd ° 8, 95'
:PI
U€: 2d3.95' Ski d Lacs
�a�T 22,02°
/ IN: ?84.7' `{NE}
t w OUT-. 84,�� �
DRAINAGE AREA #3
INFILTRATION BASIN 2
TOTAL DRAINAGE AREA: 1.64 AC
IMPERVIOUS AREA: 0.69 AC
TC: 5 MIN.
C: 0.60
xFFE
299.50
TE: 292,36
287.6 €'(NAB
z8,.34'(N)
: 284.37'
�338�It_
mom wiiim � r_ Ong Mon
mw
DISCIEWERY LANES N gdVY "
: 7-._.: _--_-.._ C
1 GRATE, 3A,!i" j
RATL 29 9° ft 2a4. 6'
OUT- 28 :10,
T�_° b POI A
POI -.A I DRAINAGE AREA J2
TOTAL DA: 12.69 AC BIORETENTION 1
rr �. -AT
TOTAL DRAINAGE AREA: 6.74 AC
IMPERVIOUS: 6.22 AC NEXT DO c ,e IMPERVIOUS AREA: 3.60 0
STORM ul',�jRt ii TC: 10 MIN.
Q10: 5.68 CFS I C: 0.67
Q25: 14.15 CFS
l i
Oj
E �¢
V_
299
2y o
/` 99 w'i ;s �, °i)
9" € c�
� B
`4
B
294 5 ._ ,�
- 41
292 _ ...I O
E
i
#1 r
,
7
!
I
4
-
...,..i
■� ■� �:r�- ter• r_ rrrrr r_ r_ NWO i
,
GRATE 21)&15'i
_ '. BYPASS AREA TO POI B
--=
_.._. TOTAL DRAINAGE AREA: 0.58 AC
IMPERVIOUS ARE
A: 0.14 AC
TC: 18 MIN. !� I
s
L 4 -.'ter psi
E F€.,,
L-STORM DRAIN LINE A5 itV:.
OWN C CIS MAPPING. BURiF SCiE � cit9rl�S€� �� �ti��;. P01 -B
NOT CONFIRMED OR FOUND j g TOTAL DA: 2.26 AC
I -IMPERVIOUS: 0.70 AC
I . . 010: 1.16 CFS I I
Q25: 2.28 CFS I ! A
, tT
I E
�s
,p%avia i gaxoz..
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER-
PICERNE
M1137A pY HGUSII�G
FORT BRAGG, NC
BRAGG BRAGG-PICERNE
COMMUNITIES LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IOmley-Hom and Associates, Inc.
NO Liam #F-0102
333 Fayel Wlb Skw
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Pla vm Architecture, PA
5711 Six Forks Road
Suite 100
Raleigh, NO 27609
T 919:846.8100
F 919.646.2661
SURVEYOR
"m & Creed
104 GIIIes* Street
FayeWlle, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NO 27332
T 919.776.1888
F 919-776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYE MILLS, NO 28301
T 910.401.3288
F 910.0.0539
SEAL:
►lt1#itHT��'� � �S �i
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
BMP DRAINAGE
AREA MAP
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE:
REVISIONS:
ATE
6/8112
SHEET: C1 2.04
KHA PROJECT NUMBER: 012332022
iY`>7'1'F�j r��T !'`�' f''•r r- [ ?':r
1I
4e 'j -'•I t°��' % $; �h;�= f I FI � r i E �rti rCll,,�i s + I�,,; ',r ;r-j' I
DISCIPLINE: CIVIL ENGINEERING
©Copyright, Kimley-Horn
and Associates, Inc. 2012

WS1�ILLM-�G'J3 V9�514, _ rc� 1,102'S13s Special
to cpec�O .11 AT �°[.226N Netails \engl,s^�Sa B'd5\aB48d©5,�pn
Om
w o
=I z O
r�T,V1
mz-lx
20 T z COm
xyOO
Zur--1
A (' MIN
rya
in 0
z
ISOMETRIC VIEW
m
r
PL4X81'YBYOL
- -.
YAYeot 1
'.LZME
CUT FOR
PROPOSEDFUTURE
MCURB
RAID
HAIR RAMP
0 n
m
NOTES:
mS H
1. DETECTABLE WARNING DOMES SHALL COVER 2'.0" LENGTH AND FULL WIDTH OF THE
' r
RAW FLOOR AS OHM ON THE DETAILS.
2. THE RAW MAY BE YELLOW IN COLOR OR ANY COLOR WITH A 70% CONTRAST RATIO.
m
W'IWH AEA Ls
VARIABLE
.m
-Z
rPAW
Z
G
fJ ©
C' OO O
-0.45.1
"n
-010'R
C
0 0
C'
W
A
W A1.0"
x
5
5'
0.0'
8.8'
15.B1
5.01•
e'
0. D'
6. B'
6.8'
6.0"•
7'
0. 0'
7. B'
7.3'
S.S'
7.3'
r
8-Al
6'
2. D'
7. B'
7.8'
5.0,
S'
2. S'
B.$'
B.1'
4.8'
4'
3. 0'
B. S'
0.3'
4.4'
6'
8,6'
04
8.4'
4. 1'
S'
4.0'
S.B`
B.B'
S,6'
6'
4.6'
10.3'
0. 7'
8.4'
5'
5.D'
10.$'
e.g.
8.1'
OIBTACK FROM FRONT EDGE OF SIDEWALK
nxA�T Coca T
TO BACKPOINT OF IN(B.SSTI) ELOPE.
CONCRE1Ti
" SACK OF SIDEWALK DROP REQUIRED FOR ALL
MEET 1 OF 4
DETECTABLE WARNING DOMES
$IDEWALN BLOPEB.
•• SACK OF SIDEWALK DROP REQUIRED FOR
SIDEWIALK SLOPES 0.04.
848DO5
a
v 1T7
N �
Qp
rrt
Z=go
SOT /� � `�Z,
.. �� y
rail ~ �A+ ?r��1 �• y ` • ` ` >
l y, < 6tA Y
`\ I � `yyam �Y ♦{�'
PR�11��S-
z I
w ISOMETRIC VIEW`
m
M N Z x_ran
OEWAL -
Ix-1 !R! f1-4
M m v 1. DETECTABLE WASHING DOMES SHALL COVER 2'-C" LENGTH AND I II II I
0 _ m FULL WIDTH OF THE RAMP FL DDR AS Sr10AN ON THE DETAILS. I II 4 I 2. THE RAW WY BE YELLgI IN COLOR OR ANY COLOR WITH
Ri: � A 7a CONTRAST RAnO.
C'1 > r 4 1l l 1
m Q RAW` WIDTH AMA
IS YABAEE 1 \
If1 r
r ffl r� © _7
y
"A Q C0 CI G SEE NOTE 1 _
_
m DETECTABLE WARNING DOME$
IN
61OEAALK (W STD.)
3"R S"
A
B
UTILITY $TRIP
_
O.D7 (YIN.
CROP GORE
2' OETECTISLE 0.02 .IK,y
0.04 (YAX.I
4"
1 STD. 2'-B" C1.NB
0vrr�t
NR 0.08 NAK.
0.04 NORM.
_0.0. NGRr.J
a lwI i i
� )
-� 1�Y:1 WUC. RAW
SECTIONKB-B
SIDELEVFALK T i
rI CURB LI3':-rl-..-T & } 7p�RBpF
TRANS[TIpH� I TRANBITI�
1"
II�WIITER,
_
VAIIIABL_E &OPEES NOT
TO EXCEED 12rl rS.SAI
PLAN VIEW
M AL RAYPB
ANY RADII
(40" YIN. FLOOR WIDTH)
■i
O uj
M }
`Q 4
Q
1Z-I ci U
LLJ0"�r-Iz
oo�,x
C7
1-
h111
2LL,QJ
OOuog
Z �
` M
d
0
O
CD d
z
C3 :3
J ~ 0
OK ca
V m
LU _j Q
W
to =
J i
z
w
z
OM y
MOPOBED
2' DETECTABLE
.RRSP GURF.
- - - - - -I
Q }
<.1
j
- - - E
O OP z
�r�
r
- - - - - - - - - - -1
-
L - - - - -- -
¢CA
L.
SECTION B B
a1-irm Lu
0OCIO Q
8' 4„
�
Z ;17C
T
CL
dO
18[K� AROPOBE9
ErF.RI,V .�II1�
!
ip
SECTION A -A
9L
_
co
I I
IZ-1
�W_j
8r N
gJW
o0W�
�Lu0
Lu Z c�
1 Try T------
1-.4_K
W
\
}
w F~-
THIS PORTION (if RAMP
\
Q
(SEE NOTE iS)
% SEE NOTE 1
C Q
8EE NOTE6
a1 12617
�'"
_
W
fA
PLAN VIEW PLAN VIEW
HEET 2 OF 4 oIA00MAL RAW DUAL RAMPS SHEEITp2 OF 4
848DO5 MAIN 24' RADII ANY RADII 848DO5
R J (SO" YIH. 6' RA WIDTH) (40° YSH. FLOW DI WIDTH)
SHEET 1 OF 1
848.01
ACCESSIBILITY RAMPS
1 NOT TO SCALE
NOTES:
STANDARD SIDEWALK WIDTH SHALL BE 5' AND
THICKNESS (T) SHALL BE 4" UNLESS OTHERWISE
DENOTED ON PLANS.
A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL
BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVAL
ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 50'
INTERVALS. A 1/2" EXPANSION JOINT WILL BE REQUIRED
WHERE THE SIDEWALK JOINS ANY RIGID STRUCTURE.
SEE STD. DWG. 848.05 FOR WHEELCHAIR RAMP LOCATION
REQUIREMENTS AND CONSTRUCTION GUIDELINES.
1/8" RAD SURFACE OF
JOINT SEALER SIDEWALK
1/2" JOINT WIDTH _ JOINT FILLER
T = SIDEWALK THICKNESS
TRANSVERSE EXPANSION JOINT
IN SIDEWALK
5\FrecZa� Libsl s'•e•,c •ard\suis�N7' S+.ds t.o Spec,ol �etoils�enyl,sh\R4iiNS \Nti4firlflF.rlSn
,anc�a�d ATo05212260
PLAN VIEW
2 NOTE 12
n' SEE H 4'-0" (TYP}
OTE 9
in STOP LINE (N�$$$
11R =
m
C 0 SiDEWA K
31CP
y+
IS-1 m
0 O DETAILING TYPICAL LOCATION OF WHEELCHAIR RAMPS.
-1 m PEDESTRIAN CROSSWALKS AND STOP LINES FDA TEE rNTERSECTTDus
Z
m
DRAMPS SHOWIN4 TYCAL LOCATION OF WHEELCHAIR
RAMPS. PEDESTRIANPICROSSWALKS ANO STOP LINES
PROPOSED WHEELCHAIR RAMP ALLOWABLE LOCATICNS
........----
DUAL RAMP RADII
PROPOSED OR FUTURE SIDEWALK
O
U.
L7 a'
z
M
cc F_
F I IL '
Cr
Lu J rJ
W
0 =
�3
2
w
o
mu
O O
mZ �-j
O O s n >
x m
N x O
Z �ro0 T
302
D
O
Z
NOTES:
1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK.
2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE
PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILTIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL
PROVIDE WHEELCHAIR RAMPS FOR THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE
PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1073 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION
AFTER JULY 1,1978 WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS
PROTECTIONS SIMILIAR TO THOSE PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL
RIGHTS ACT OF 1064. THESE CURB RAMPS HAVE BEEN DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS
z
J 0,-)
0 _ -
I+I Q 2
Q C7 0 c7
y F='•LL OZ
p O N
z
w p
O
AS DIRECTED BY THE ENGINEER WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE
TWO RAMPS ARE INSTALLED PLACE NOT LESS THAN 2 FEET OF FULL HEIGHT CURB BETWEEN THE RAMPS. PLACE DUAL RAMPS
AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS. (SO. YOS.)
Z
6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.)
O
IL
7. SUCH PRICES AND PAYMENTS IS CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS
_
NECESSARY TO SATISFACTORILY COMPLETE THE WORK.
Z
=
mv
8, 00 NOT EXCEED 0.08 (12:1) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
r-1
0 r m
C0-1
8. CONSTRUCT WHEELCHAIR RAMPS 40" (3'-4") OR GREATER FOR DUAL RAMPS.
C j
S D
r
10, USE CLASS 'IS" CONCRETE WITH A SIDEWALK FINISH 1N ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
0
11. PLACE A %" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON STD. M. e48.01.
N t
C
FQ-
12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII,
OF
Lu
0
WITH ALLOWANCE A 4' CLEAR ZONE IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
W
z
10 '�
13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN
V7 =
THE PEDESTRIAN CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN
o
THE CROSSWALK MARKINGS ON EACH SIDE OF THE FLARES.
C3
14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.
z
LU
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH
VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH
SKEW MAY REQUIRE THE PLACEMENT OF THE STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY.
16" TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17• PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (NIUTCD)
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND THE NORTH CAROLINA SUPPLEMENT TO THE MUTCD.
1/2" EXPANSION JOINT �1/8" WIDE x 1" DEEP GROOVED OR
// SAWN JOINT TO BE FILLED
BUILDING, WITH JOINT SEALING COMPOUND
/
WALL, ETC. / 1/8" RAD %8" RAD
' p.'.n. P'..a' P�:.a' v�:.a' o�'.a' �' b. o. v .. o. v .. 'o. v .. •d. v .
/ 2
//6 P, d P. d P. d �/ .d �P d d �' P d a p
PROPOSED P' a' a
/ CONCRETE PROP. C&G P P. 7_
_1
SIDEWALK SIDEWALK CONC. PAVEMENT
3 NOT TO SCALE
DETAILS SHOWING JOINTS IN CONCRETE SIDEWALK
ACCESSIBILITY RAMPS
2 NOT TO SCALE
z
00
H
¢a3 .
H50 .
O0�2Z
= zr
I' Fjj
[nh-LL0J
O CA a
I'
a
Qo
O
LI_
z J
3
QW
0 Im
o y
o W
Q ~
W
N
xZ
J V
tD
z
Lu
SHEET 1 OF 1
848.01
1\2" THICK PIECE OF
1-1\2" DEEP X 1/4" WIDE SAW CUT
BITUMINOUS FIBER
CONTROL JOINTS O 10' O.C. MAX IN A
REQUIRED WHEN ABUTING
GRID PATTERN. SEAL JOINTS WITH
A RIGID STRUCTURE
WATERPROOF SEALANT OVER 3/8"
6" CONCRETE PAD
SEAL WITH WATERPROOF
SEALANT.
BACKER ROD.
(FIBERFIESH REINFURCEMEI f) - A'
N
IIIEIAII
N
Em
IS
COMPACTED SUBGRADE
(MIN)
CONCRETE CURS
8 DUMPSTER PAD
NOT TO SCALE
6" AT EMERGENCY ACCESS AREAS AND DUMPSTER PAD
(FIBERMESH REINFORCEMENT) ` `
N':•< r
q f
COMPACTED SUBGRADE
I- 6 --1
(MIN)
NOTE: EXPANSION JOINTS AT BUILDINGS OR IMMOVABLE OBJECTS.
CONTROL JOINTS 15' O.C. EXP. JOINTS 40' O.C. (MAX)
CONTROL JOINT SPACING MAY VARY. BROOM FINISH
9 CONCRETE APRON
NOT TO SCALE
MIN. 3' FROM
SIDEWALK
9R
-1
5., 2 - #3 BARS
T / r 4"
SIDEWALK
1/2- DIA. STEEL RODS (#4 REBAR)
2.0' MINIMUM LENGTH PAVEMENT
1" CLEAR SPACE
SECTION A - A
EDGE OF PAVEMENT OF FACE OF CURB
NOTE: ALL STOP BARS
TO BE REFLECTIVE <
Q
WHITE PAINT LL a
DO
v in
uI p U
0 0
2'-0" STOP BAR - w
a
La_
SEE PLANLd
Ld
w
Q
0
5 STOP BAR DETAIL W
NOT TO SCALE w
'f_nb
GRAVEL
TO
EXTEND
12" PAS'
HEEL OF
CURB
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
2. SEE SITE PLAN FOR CURB STOP LOCATIONS. TYPICALLY PLACED
2.5' OFF OF BACK OF CURB
CONCRETE
BITUMINOUS SURFACE
NPACTED BASE COURSE
L LL_vi-II 1x vIL_Tv �..�
% WHEEL STOP DETAIL
NOT TO SCALE
SIGN
o0 z
U1)
o qI
GALVANIZED "U" CHANNEL POST
0 3
ma
o�
R ~
oul
w
I 3
h O
4000 PSI
CONCRETE
p„77
1 1
III I
�p 4
III l I III ! 11 I I
CN
.. 3 1 III}
III - -1
�' ',
.. .• ..
III -. � I I I -� I I I � f i;�
(E)SIGN DETAIL
NOT TO SCALE
NOTES:
I. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4, CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 26 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PROCTOR DENSITY,
JOINT SEALER 1/8" RADIUS (TYPICAL)
GRAVEL
SURFACE OF GUTTER 1 /8" TO
EXTEND
4 • 12" PAST
HEEL OF
CURB
3/4"
JOINT FkLLER CATCHING CURB AND GUTTER
SPILLING CURB AND GUTTER
TRANSVERSE EXPANSION JOINT
NOTE:
INSTALL SPILL CURB IN AREAS WHERE
PAVEMENT SLOPES AWAY FROM CURB. 2' - O " CURB AND G UTTE R
MaPt>I fo-K Q ZMMBS
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
1014
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IGmley-Hom and AmWes, klc.
NC License IMF-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.672000
F 919.653247
ARCHITECT
Plarlworx Witecture, PJL
5711 Six Forks Road
SU4e 1DID
Raleigh, INC 27M
T 919.M6.8100
F 919.846.2%1
SURVEYOR
M&m & Creed
104 GilW *w Street
Fayetteville, NC 28301
T 910.323.34DO
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING 8 EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, INC 27332
T 919.776.18M
F 919.776.1W
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
I4irulEll��C
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC.
DRAWING TITLE:
CONSTRUCTION
DETAILS
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8112
REVISIONS:
DATE DESCRIPTION
SHEET: C22.01
KHA PROJECT NUMBER: 012332022
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimley-Horn
and Associates, Inc. 2012
"r1 ,r., .• i, f77 -7 .--
; -�f• I +,i'.I, 1 , t _
3 + 1 4
1 ',j 1}},I ) I. 1s I I °: r .,,} M1 r4 1 I �),e �4 r '. I 1,I �1 I' ,ti fr - Ir
Ji. t rf .J r. F r•ytl ) 1 "I,
, 4 f... Jn 'f .i. ,!.�, �.II L41..4•., 1aY .4J I., 1.: '{
,. 1 .. , . I.. '.':, '1^ ., - .,. - ... .. .. -• ! .. ,{•.�,• •1'evAr�p l„'i'a •.�1•.y,,µri': ..-t.. .. r.•?'hrJ•Ms�.
NOT TO SCALE

GRAVEL
TO
EXTEND
12" PAS'
HEEL OF
CURB
SURFACE COURSE NOTE: PAVEMENT SECTION MUST
MEET THE CRITERIA GIVEN IN THE
SITE SOIL REPORT.
u•. "C
:g•n.
`--6' GRANULAR BASE COURSE
LCOMPACTED SUBGRADE (SEE GEOTECHNICAL REPORT)
NOTE: ALL PAVEMENT MATERIALS SHALL BE IN ACCORDANCE
WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT) SPECIFICATIONS.
STANDARD DUTY
PAVEMENT SECTION
NOT TO SCALE
1.25' SURFACE COURSE NOTE: PAVEMENT SECTION MUST
MEET THE CRITERIA GIVEN IN THE
SITE SOIL REPORT.
-----------------------
- -n •a-m•a-a•
�p es �Oeo Bay
j]I}6 Qa ®`>a•c"o 'ate `n;a `a 6e'n
Ip O w O a`pa II p 9 w�owtl.n'A•.. `H •.n ®A •.wN.nw�•�
8' GRANULAR BASE COURSE
—COMPACTED SUBGRADE (SEE GEOTECHNICAL REPORT)
NOTE: ALL PAVEMENT MATERIALS SHALL BE IN
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION (NCDOT) SPECIFICATIONS.
HEAVY DUTY ASPHALT
PAVEMENT SECTION
NOT TO SCALE
NOTES:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10—FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2' SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 90 FOOT INTERVALS, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK.
4. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 P.S.I. IN 28 DAYS.
5. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS.
6. TOP 6' OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100% STANDARD PRI
SPILLING CURB AND GUTTER
NOTE:_
INSTALL SPILL CURB IN AREAS WHERE
PAVEMENT SLOPES AWAY FROM CURB.
SURFACI
JOINT SEALER
1/8' RADIUS (TYPICAL)
JOINT FILLER
TRANSVERSE EXPANSION JOINT
V-6" CURB AND GUTTER
NOT TO SCALE
GRAVEL
TO
EXTEND
12" PAS'
HEEL OF
CURB
i 3/4'
CATCHING CURB AND GUTTER
CONCRETE HANDICAP RAMP (3000 PSI)
SURFACE SHALL HAVE TRUNCATED DOMES OR
OTHER OBVIOUS CHANGE IN SURFACE TEXTURE
PER AMERICANS WITH DISABILITIES ACT AND
LOCAL ACCESSIBILITY CODE AND SHALL BE
VISUALLY CONTRASTING TO SURROUNDING
SURFACES (MIN. 70% COLOR CONTRAST)
C�
E
10' DIA.
.1
I I NOTE: ALL STRIPES TO BE 4" PAINTED WHITE
4' TYP,
REFER TO SITE PLAN FOR
RELATED DIMENSIONS
401�
LANDING SHALL VISUALLY
CONTRAST WITH
SURROUNDING SURFACES
WHEN ENTERING VEHICLE
USE AREAS.
U
i1
ACCESSIBLE RAMP DETAIL
N.T.S.
7"
NOTES:
20'
1. ALL 12'x18' ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALT. BE MOUNTED AT 7 FEET FROM GRADE
3"
TO BOTTOM EDGE OF SIGN FACE (MUTCO).
�18"
MOUNTING HEIGHT CAN BE REDUCED TO
_ R.
5 FEET W PLACED IN AN AREA BETWEEN
3
SIDEWALK AND BUILDING FACE IN WHICH
11"
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
.°`
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
PAINTED ACCESSIBLE SYMBOL
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
ACCESSIBLE PARKING
AND SIGNAGE STANDARDS
NOT TO SCALE
on' uaY
4'
4'
4!
41
44'
EXP. JOINT
1/2'
w
EXP. JOINT
1/2'
gT EXP.
24'
VARIES .--
CONCRETE SIDEWALK
TYPICAL PLAN
OF STREET
11 L�: � III.. [t:,�1C P► t �ti
NOTE:
WHEN FRONT EDGE OF WALK IS POURED ADJACENT
TO CURB OR BACX OF WALK IS POURED ADJACENT
TO A BUILDING OR EXISTING CONCRETE, A 1/2"
EXPANSION JOINT SHALL BE PLACED BETWEEN NEW
WALK AND EXISTING STRUCTURES; WHERE A
DRIVEWAY CROSSES A WALK, THE SIDEWALK SHALL
HAVE A DEPTH OF 6' WITH 1/2" EXPANSION JOINT
EACH SIDE OF WALK.
5 CONCRETE SIDEWALK
NOT TO SCALE
1/8' OPEN DIVISION
JOINTS OR DUMMY
JOINTS 2100
1/2' EXP. JOINT -
CURB &
GUTTER
WALK
VARIES
TO 1" SLOPE TOWARD CURB
CROSS—SECTION
O O O
MUTCD
ACCESSIBLE R2- 8$" PARKING RMUTCD RESERVED
DISABLED 12%18' MUTCD
RESERVED R7-8a
PARKING PASSENGER 12"x 1 B'
LOADING
R7-8a ONLY
12'x6'
REQUIRED ACCESSIBLE MAXIMIUM R7—Bd
RESERVED PARKING SIGN P NALTY 12'x9
z5a
PENALTY R7-81
250 12'x9
1. MOUNT ACCESSIBLE SIGNS FOR THE ACCESSIBLE SPACES
ON SIGN POST AS SHOWN. BOTTOM OF SIGN TO BE
6'-0' ABOVE GRADE.
2. ALL ACCESSIBLE FEATURES TO BE IN STRICT ACCORDANCE
WITH A.D.A. STANDARDS AND LOCAL LAWS.
ACCESSIRI F SIGN
4' WIDE
BLUE STRIPE
18'
8.5'
ACCESSIBLE
- — TYP.
ONE OUT OF EVERY EIGHT (B)ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
ACCESSIBLE PARKING STALLS
M^P#1'l 'aoY qZ.
FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNERS DEVELOPER:
PICERNE
M10TARY HOUSING
f ORi BRAGG. NC47
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
IGmley-Hom and Assodates, Inc.
NC Ucens 0-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Plan m WitecWra, PA
5711 Six Forks Road
Suite 1 OD
Raleigh, NC 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
MAm & Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.34DO
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910223.0539
SEAL:
o f f 1{t l lit � R I I
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
CONSTRUCTION.
DETAILS
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8/12
REVISIONS:
TI ON
SHEET: C22.02
KHA PROJECT NUMBER: 012332022
T
r s ... . , �.. a .. ] .. r% , .. . , i . � ' 1.�.� , ,ti .; a ... =,'f • i 1: .
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Kimley--Horn
and Associates, Inc. 2012

i&L[�?�.
A>oY 1'72,
�
v iTl
TOP OF FILL TOP OF FILL --FOP OF FILL ------
z
O N
- --
w' z
�(A0Q
�� _
Q
���
)n••• -n W Cl)
GROUND LINE H GROUND LINE �_- y, GROUND LINE _� H
E„,r �, U
y)-n C.) --I
Z
ram,,, Tt
lfr $lIIS MI_fII� �� JIf,=f1==�I�xl�r= rtl= n-yhffl=jl % T "f!N_Iryflfsul- IIf=1n- =fll= 111_fff_yll�lfl_
w �/ i - - T y - - - r!I 7� of
0.0.124 YIN. I I.D. rfl
wQz LL=
1- Ca 0 CD
LL 6
�
= Z
r v rl l In NOT LESS THAN 3'.Ilf / I n
F J
C>
- n D n
J : - . ' . fif ul
- -:- -,.
�fll-f fll
Z 03
H
•
O '
=1 I,f 1; 111= III ! - 1. I!I If ff1 III fl
0-D.12a MIN. D.D. O.D. ROCK EARTH
MIN. �/ rq r 1 nl, n O.O.! N �trr-41'
NOT LESS THAN 3" O.D. LESS
O.D. + 4' HOT LESS THAN 6"
D. + 4AS DIRECTED BY FNGR.
D.D. l
w O
NORMAL EARTH FOUNDATION ROCK FOUNDATION
PIPE IN TRENCH UNSUITABLE MATERIALL FOUNDATION
3C
TOP OF FILL TOP OF FILL TOP OF FILL
M
�-
r ^
O 'z
H -� MIH. Q.D. N MIH. 0.0. --~ YIN. O.D. H MIN. O.D. -�
MIN. O.D. MIN. 0.0. ��- �-
Q
J
w
Q x
r�~~ �• L �• GROU// !•
�, GROUND LINE NO LINE
GROUND LIRE f
Z
I_U.
�+rr
�IlI-11f�1ff=llf�ll! /1 SIN fl1=11f=11l;111 suf-I'=,11�! II _lfl ,lrl�llf_
.- -
N
Q
r
�Y•
i v
Y
' 0 m
-1lf �IV l�Ilf-1r '=II�111=_111=frI�Nl -rlr - - T
fA �:' - :• III -
_
.YO. D. �0-D.124 MIN. - O.D. - �0.0.112 MIN.
_I! S,ff� I� ffi_11f=
IA IHI
0
�^ 0
W
❑ ❑
1""1
NOT LESS THAN 6" _
NOT LESS TIWe 3"I !_Ilr- I _fll'_u+ In�I11_uf -.AS DIRECTED
ROCK
Q =
n
n = v
O.D. + 2' G.D. t 2' 0.0.f2a YIN. MIN. O.D. 0.0. MIN. O.D. BY ENGINEER
NOT LESS THAN 3"
Z �""� W
Q W
co D
.4 g
NORMAL EARTH FOUNDATION ROCK FOUNDATION UNSUITABLE MATERIAL FOUNDATION
vi
a z
PIPE ABOVE GROUND
o
co
0
APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL FOR FOUNDATION CONDITIONING
GENERAL NOTES:
AS DIRECTED BY THE ENGINEER.
OR BACKFILL MATERIAL. WHEN 'H' IS GREATER THAN 30',
_ Q
o
I.D. = THE MAXIMUM HORIZONTAL INSIDE DIMENSION. APPROVED SA.CKFILL SELECT
USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS:
+ir
z
O
O.D. = THE MAXIMUM HORIZONTAL OUTSIDE DIMENSION. Irr ,1= I11_II UNDISTURBED EARTH MATERIAL
W
,T..
SELECT MATERIAL
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
ALONG THE PIPE FROM THE TOP OF THE PIPE To THE TOP CLASS IY OVER 50 FEET
OF THE EMBANKMENT AT THAT POINT. CLASS III OVER 40 FEET THROUGH 50 FEET
CLASS II OVER 30 FEET THROUGH 40 FEET
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MAXIMUM 'H' WHICH OCCURS ALONG THE PIPE INSTALLATION. A HIGHER CLASS
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III.
FOR FOUNDATION CONDITIONING AS DIRECTED BY THE EN6INEEq. (STONE SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL
WILL NOT BE ALLOWED) PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'H' IS 30 FEET OR LESS
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
HEET 1 OF 1
ISHEEY 1 OF 1
00 " 0�
300.01
1
300 ■ 0 f
r�T1
-•p
L."1 • z
Lo
rn!9 i!
00
ojg�
c"aQ
Z,.4 �p I.r.11
z
rn
'n r A
.4 w
ro171
III
All
e
Z OE
0 0
-D
lilt
+ •k
310.
OMETHOD FOR PIPE INSTALLATION 9F 1
411 _SLAPS
Niaf END CN OUnXT END �"';,j7 * 3:1 SLADE
aotme. anwr END
SEI t.t
m uLer EW MI Mi. -
I•1�
X --� K
- - of a"
W
Gg6Y6Hy FIIQ SIrGTiiiIL
No -�
:TEFL M"
LI.-1 fS1MALL. SLOPE DETAIL
PLAN
_ BAR 91i SYFL FA>iR30 a_T SLOPE
C >& OTAYrsT158 (1F CULVERT
9 D
•�" y �1
a1€eL 9IAis RDD al
x ! .1 � L
SECTION.-XX FRONT ELEVATION
DIYiIiSSLNg AND Dowaff E auAxnTIEd AM IWALL
STRAIOHF ENN&LS
9xm1ID1 EfrCNALtB
DU1
T
6
H
K
4
W2
0
K
L
YOa
1
•
73'e
. '•
f -!
1'-R'
#'-9 »
0.19
16•
Yoh"
V e
V-11
Or-Y°
W-,O•
0.10
1"-91
1'-B•
0'-ow
W.10"
O.EO
18"
Y
R'•6'
l`-R"
0r-11"
I"•10
0.t8
1'-a"
f-V
0', 1"
V-7"
91-90
0.21
1'-5"
1'-1.0"
iY-11"
a'•D"
o.0
30"
:2i$`
i'-Y,"
Y•1"
1'•1"
ft-1Q"
u.80
♦'-A"
Y-1" -
1'-1"
,y-O"
0.44
Y-W
v.e
10'-6
0.44
2*-0'
V-E•
r-3"
11'•4•
0.56
42"
a]Ig•
1C'•
:'•11•
.•
9Y-D•
0..71
2'-E'
ie.1i•
t'.6•-
74"4"
0-61
401
'4"
3'-4"
9.9"
11-r
T-r
0.98
8'-01
14"
V-a"
18'•4"
17
ORAL NUTES:
so 6WTIONS TO or USED ONLY WHERE 8eOM G* 7LIlN!M flu!
AT LOC+L1100 AS DINGCrW DY THE - EMUNMR.
E1inY.LB TO 8E PLAiCM On FLARW W SEGTIfl116 9F PIPE
,.. O1o.YWIM. SCAR OM iLAYg On AS DIRECTED BY. -ME. E119INEER-
ALL C.GRiM TO 6E GIWEREO
CLAl4 "i• CONCRETi; SItAL£ DE III of ENANYJ4LIS.
FLM= SNO SECT30M ME xQRMAILV USED ON PIPE VM
3119 ANYLee DETIYEEN 75 AM 10Y: CGME08
"-C DEL FILL
E TARE h�
HDw •OF SURFACE a
EM11aLL+
I i
PLAN IN SKEW
NOW III nMID-END 3WIANa
PIPE
WO1 & DIY. OF RODS€_
F11$II,iC
ROD&
3.00M
111'-2042.11R't•1
13"
2-OVA'-0" $IDE RDC6
8.0ad
YM -aKa gI.iY1t.Y
g•ivae-a* 31DE'am
3.400
11"-2%D-12r1M.T
aq"
2-1R37[D`^0" $Im Moab
4.472
2i-7XA•tl2.2W.#
10"
2-Rsxe"-tf" SIaE ftm
a.010
sa'-Tiro rfi�.tl
30-
2-04M,-O" SIDE ADD$
10.00D
43"-2KS-1N>�.9
O2
FLARED END SECTION
1 OF 1
FLOW LINE
. EW MOTION qm
PIA.
A
a
C
IL
F
is"
W
7-V
it-1w
V-0•
e•1"
SI°
Ow
S'^ 4°
R'-r
4'-e
W-1111"
W
fl•V
r .
t'^1
Y y'M"
is'-ik'
4ir
1'-1C"
?V-r
r-11'
e'•a-
C'•I•
i7 M O CD
2 r, w }
EC-i z DETAIL SHOWING TYPES OF GRATES 2' 11" Q Q
x cn O o USE ACCORDING TO WATER FLOW. x
�z-=n oZCO
x T y rn TYPE "G n TYPE „E„ TYPE „F„ A A 1 "� I 977 r, � n< p
"=moo=�zw
r-E�r - --- --- - rERHIM U)�LL0_j
nD -y WATER FLOW -� SAG +- WATER FLOW � - � � I �9�Sr` Z I,_� °C
eno------------------------------- - - - - -- -- ,r IL
z B 11�2� 1rr o
_..
11121r hip
._t �I SECTION B-B
� � rn-------- _ .. _ _ _ 1�rr � 21�rr � � � 0 �
37 z -� WATER FLOW SAG WATER FLOW �- w
C:) C Q
N SECTION A -A LL = 00
rrr
z m 2 ,r r+ rr rr rr " r ' - N 0
TYPE F TYPE E TYPE G TYPE iE 3 Z~
cup � D 9 RAISED FLOW ARROW ir Q U
p P r, ���„ HIGH �� o y Z
z - y RAISED FLOW ARROW 2� W o
y N v 16" HIGH - O o I-
z
0M O 1izn f.. �, fn
DZ� z
= v �' y 1/6 n O Y ll (0 W LL,
O r - r, Z
npo P 1 it�,r, 03 C'3
N I 1" 1rr l+- �8 r ir
1 R 1/8n w
z 2'-113 2'-11-° LL
1 k2 rr i'
s„ �
1N
1I4" SECTION A -A -- d b"
SHEET 2 OF 2 TYPE _ SECTION A -A SHEET 2 OF 2
840.03 TYPE G r 840.03
vro o(0
C :-1 43" NOTE: USE TYPE "E", "F" AND"G" GRATE _ _ F-
Q
D UNLESS OTHERWISE NOTED. P c r P Z 2 �j
r C) --I - U_ _j o "
MoX0n C7OZ z
f:] -I w Q U- ..
z�o<60
qjp o�, _ - - F- cc
N �tl N ��� J
[7 x 7° z = SECTION - LL SECTION - MIN x O' ' Q
g n n o - Z w
9 -4 V A o o A ALIGN FRAME WITH INSIDE 1" 1':
in' ' EDGE OF WALL TO ALLOW
Z o o FOR VERTICAL ADJUSTMENT ° _ r3 ' A
O WALL SECTION -A R
��
SECTION - BB
B SECTION - PP SECTION - NN
-n PLAN - 4 Z
7Q0 FRAME, GRATE, 8 HOOD ASS'Y J " O O LL
CO
�_ LU
m m 6 r, 2, O„ 6„ �- - -- CD
z x
_ - - `Z-E U
z 3`-0" = - 7 On Q Z Q
naz K K N N
o m D L M = N cc W a
Co O SECTION - AAIc In
Q Q
❑v
= 0 z J FRAME PLAN SECTION - JJ x W
2 _ 51 " H w
0o p m I I - J
CD 0 c R 3" R 'irr z
Z `� a Q -- -- -_ - - - LL
LL
-� srr 8 1 s,r 2, On 6,r ��",r LL
'1 k " l�
31 3'-0" { n " 0:f4W 7Ln
SECTION - KK T2'-111'2 4�$"
HEET 1 OF 2 It SHEET 1 OF 2
840.03 HOOD ELEVATION SECTION - RR 840.0,3
OFRAME, _GRATES AND HOODS
3 2OF2
10 M 6" ,Lr 6rr 6" ,Wr 6" Z -
�M 71
O�
11/2 CLR. TYP- - z
>��,0��
rn'Q #4 KEBABS o `p #4 REBARS
Z =� ,9-------- v ---- O�Tz
Ey n u1
_ -nn n Uj THE PATTERN OF THE
C0 ao 0 o DD Q KNOCK -OUT r ,'� ¢ U o 1CD
,-4
a w o„ M „ PANELS ARE SHOWN ;%, . „ w
3" oc 3 cc c: ca I _j
¢ Q FOR ILLUSTRATIVE : ac o'-E Q
' D n n � PURPOSES ONLY. °/ b Z x
Cl) `�"' ~ `#5 REBARS 12" I o' 3 i #5 REBARSF-
O CENTERS TYP. 12"CENTERS a o
z--- -�---� q,
E� SECTION 'A -A' SECTION 'B-B'
p
r U B --au.___� �.
m a o A #4 R BARS A C
CO CO s" T
H
o '"4 = +
❑ 0 Cn a
C N Z
Z n
B in
�
zr
1" MIN.ZE
4x4 W4xW4,
-, WWF (LAP
.
>- WWF 6" ON_
a
't-- TO REBARS)
�C
.- C T
v
W
1" MIN.
CLR.(TYP) °
CLL
WAFFLE WALL ISOMETRIC VIEW
#5 REBARS @ 12"
CENTERS (HORIZ. Q N w
3 VERT.) ix
(USE WITH W LL
4' X4'BLARGER pC'3LL
DRAINAGE STRUCTURES Q
-n 0 v
6r' ,Lr
6"
D
TYPICAL)
� M0
T„- m
WAFFLE WALL PLAN
-6rr
VIEW
SOLID WALL PLAN
VIEiirf
: �`," .
�:`
CA
tL,
6rr
6" ,W,
6"
nZ
-'
s
c
�'
.O
''� 5 '.
1-•1
CO O
r C
1" MIN. CLR.
1" MIN. CLR.
}
°
J c'J " ':
.
a . . G a
-1 N en
p
C x
4x4 W4xW4
LU o
�' 4x4 W4xW4
° WfiF (LA
p. W�_
_j C?
..?c n
�c v
Z V
w
W
o' WWF (LAP WWFcc
io
WWF ON -
p'
o -..c, r `.
r..o p p..c a
M
6 ONTO REBARS)
o
TO REBARS)
,¢i
7
a°
x
� ¢
¢' x
a'
#5 REBARS 12"
°
#5 REBARS
9. 12" CENTERS
f-
v
CENTERS (TYP.)
TYPICAL)
Y. p',: P _:: n' '. 9'.::
SECTION 'C-C'
0
0'. .o ..a ._o' ..y'
SECTION 'D-D'
SOLID WALL
ISOMETRIC VIEW
SHEET 1 OF 2
SHEET , of 2
840.45
840.45
OPRECAST DRAINAGE STRUCTURE
4 1 OF 2
v
GENERAL NOTES:
z
O
C 0
* THIS PRECAST BOX MAY BE USED FOR THE FOLLOWING
OPENING SHALL BE
LOCATED AS REQUIRED
'L' OR W+ 1'-0"
Cr3
�
x " O
STANDARDS: 840.01, 840.02, 840.04, 840.05, 840.11,
z
- #a REBARS -
Q
> o orn
840.12, 840.14, 840.15, 840.17, 840.18, 840.19,
m
w 6" CENTERS a
ox mac]
M z x n
840.26 , 840.27 , 840.28 , 840.31 , 840.32 AND 840.41 .
° -
O p C x z
57 p =1 c-) --I
rri
* INSTALL PRECAST DRAINAGE STRUCTURES AND PAY
�
#5 BARS
w Q � LL
_'n z M
FOR IN ACCORDANCE WITH SPECIFICATION SECTION 840.
v oc o C7
Q
en O
z H o rn
DO NOT PLACE PRECAST DRAINAGE STRUCTURES
STEPS'C-C'
SECTION 'C - C'
Ey
~ p w
n = Z
UNDER TRAFFIC OR WHERE TRAFFIC WILL BE DETOURED.
#5 BARS
o w Q
' n n
USE 4000 PSI CONCRETE. C
i @ OPENING C
Z Ncr
>
PROVIDE ALL REINFORCING STEEL WHICH MEETS ASTM A615 FOR
-
~
cn
z
GRADE 60 AND WELDED WIRE FABRIC CONFORMING TO ASTM A185.
_ _+
`.°tit }�
o
* LIMIT MAXIMUM DEPTH TO TOP OF BOTTOM SLAB FOR WAFFLE WALL - - - - - - - - - - -
STRUCTURE TO 10'-0"; LIMIT SOLID WALL STRUCTURE
TO 15' 0".
* PLACE LIFT HOLES OR PINS IN ACCORDANCE WITH 6" 'L' {_,-----ems'
OSHA STANDARD 1926.704. PLAN TOP SLAB W
* CUT OR FORM OPENINGS FOR PIPE TO PROVIDE °° Q
_ 1111 m REQUIRED SIZE AND LOCATION, ORIENT WAFFLE WALL STRUCTURES
57 z SO THAT PIPES ENTER THROUGH THE " cn
Z N r- KNOCKOUT/WAFFLE PANELS ONLY. PIPES MAY ENTER THROUGH CORNER CUT DETAIL ' e
_111= THE CORNERS OF SOLID WALL BOXES IF A MINIMUM OF 6" o� {SOLID WALL BOX) W
n WALL IS PROVIDED ABOVE THE HOLE.
r * ALL ELEMENTS PRECAST TO MEET ASTM C913. 6t' L' OR 'w' 6" N
o a D * FRAME AND GRATE HEIGHT MAY BE ADJUSTED WITH CONCRETE- o W Q
`•i F"1 v OR BRICK IN ACCORDANCE WITH STANDARD 840.25. #4 REBARS I ' o
rn * r " 1" CLR / 6" CENTERS W CE Q
co a 17 PROVIDE PRECAST STRUCTURES OVER 4 -0 IN DEPTH WITH #a REBARS Q w
n v STEPS AS DIRECTED BY THE ENGINEER. 1" 6" CENTERS °D Z 1--1 H
lift ❑ * WELDED WIRE FABRIC MAY BE SUBSTITUTED FOR REBAR AS LONG CLR' Q < Z
❑ N AS THE SAME AREA OF STEEL IS PROVIDED. G
M ...I * SEAL JOINTS WITH A FLEXIBLE BUTYL RUBBER PRECAST RISER PLAN PRECAST RISER DETAIL = a
y r0 BASE CONFORMING TO FEDERAL SPECIFICATION SS-S-21A, -" CO I� w
'--' C AASHTO M-198, TYPE B- BUTYL RUBBER. J N z
LU
W o * LIMIT MAXIMUM STRUCTURE SIZE TO INSIDE CLEAR a, .9`""Vo Z V fv
C DIMENSIONS OF 5'-0" X W-0". °.'� .o-0," v P'. p �o. w W
* THE OUTSIDE PIPE ❑IAMETER PLUS 2" OR THE OPENING Q
M REQUIRED FOR FRAME AND GRATE IS THE MINIMUM STRUCTURE 6„ 6„
SIZE WHICHEVER IS GREATER.
* USE MANHOLE FRAME AND COVER AS INDICATED ON THE PLANS.
REINFORCE OPENING AS SHOWN ON THIS SHEET. SECTION VIEW SECTION VIEW
SHEET 2 DF 2 SHEET 2 OF 2
840.45 OPTIONAL JOINT DETAILS $40.45
GENERAL NOTES:
1. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 5/8" THICK.
2. ALL CONCRETE TO BE 3600 P.S.I COMPRESSIVE STRENGTH.
3. THE 6" OPENING SHOWN MAY BE INCREASED TO B" MAX. IF DEEMED TO
BE NECESSARY BY THE ENGINEER.
4. ALL CATCH BASIN OVER 3'-6" IN DEPTH SHALL BE PROVIDED WITH STEPS
V-2" ON CENTERS.
5. CONCRETE BRICK MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. PRECAST DRAINAGE STRUCTURES WILL BE PERMITTED
7. JUMBO BRICK WILL BE PERMITTED.
8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, OVER 8'-0" IN HEIGHT USE 12"
WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING 6'-0".
ALL EXPOSED JOINTS WILL BE CONCAVE TOOLED.
60. ALL PIPE IN STORM DRAIN STRUCTURE SHALL BE STRUCK EVEN WITH THE
INSIDE WALL, GROUTED AND BRUSHED SMOOTH.
11. WEEP HOLES SHALL BE PLACED IN BACK WALL WITH FILTER FABRIC
OR STONE ON BACK SIDE.
DIMENSIONS OF
BOX AND PIPE
REINFORCING
COVER
PIPE
SPAN
WIDTH
HEIGHT
BARS - X
BARS - Y
TOTAL
DIMENSION
D
A
B
H101N)
NO.
LENGTH
NO.
LENGTH
LBS.
F
G
15"
3'-6"
2'-3"
2'-7"
2
3'-4"
7
4'-7"
26
4'-10
3'-7"
18"
4'-0"
2'-8"
2'-11 "
2
3'-9"
8
5'-1 "
33
5'-4"
4'-0"
24"
4'-0"
2'-8"
3'-5"
2
3'-9"
8
5'-1"
1 33
5'-4"
4'-0"
30"
4'-0"
3'-6"
3'--11"
2
4'-7"
9
5'-1"
37
5'-4"
'-10"
36"
4'-0"
3'-6"
4'-6"
2
4'-7"
9
5'-1"
37
5'-4"
-10"
42"
4'-p"
3'-6"
4'-11"
2
4'-7"
9
5'-1"
37
5'-4"
'-10"
5'-5"
2
5'-1"
10
5'-7"
45
5'-10
5'-4"
OYARD INLET
6" OPENING
(ALL 4 SIDES)
INLET
4" C01
COVER
SECTION Y-Y
PLAN
SECTION X-X
ADS, Inc. Drainage Handbook Specifications ♦ 1-53
ADS FLARED END SECTION SPECIFICATION
IS
This specification describes 12- through 36-inch (300 to 900mm) ADS Flared End Sections for use in culvert
and drainage outlet applications.
Requirements
The invert of the pipe and the end section shall be at the same elevation. The ADS Flared End Section shall
be high density polyethylene meeting ASTM D3350 minimum Cell classification 21332OC; contact
manufacturer for additional cell classification information. When provided, the metal threaded fastening rod
shall be stainless steel.
Installation
Installation shall be in accordance with ADS installation instructions and with those issued by state or local
authorities, Contact your local ADS representative or visit www.ads-pipe.com for the latest installation
instructions.
PIPE DIAMETER, in (mm)
Diameter
12
15
18
24
30
36
in mm
300
375
450
600)
750
900)
A
6.5
6.5
7.5
7.5
7.5
7.5
in (mm)
(165)
(165)
{191
191)
(191)
(191)
B (max)
10.0
10.0
15.0
18.p
22.0
25.0
in G,m
(254)
(254)
(381)
(475)
(559)
(635)
H
6.5
6.5
6.5
6.5
8.6
8.6
in mm
(165)
(165)
(165)
(165)
(218)
(218)
L
25.0
25.0
32.0
36.0
58.0
50.0
In mm
(635)
(635)
(813)
(914)
(1473)
(1473)
W
29,0
29.0
35.0
45.0
63.0
63.0
In rTrm
(737)
737
889
(1143)
(1600
(1600)
1
--I F=i D WT VIEW T
TOP VIEW
RkGHT S0= VIEW
Product detail may differ slightly from actual product appearance.
EXTEND
GRADE
GADS, Inc., October 2009
CONTRACTOR SHALL PLACE A I8"x18"x3"
CONCRETE PAD AROUND CLEANOUT AT
FINISHED GRADE IN ALL PAVED LOCATIONS
GLEAN OUTS IN LOAD BEARING AREAS TO 13E
JOSAM 55000,
CLEANOUT ADAPTER
LONG TURN TEE V4YE
SERVICE PIPE AS
SPECIFIED
MIN. GRADIENT 1/8" PER FT
TYPICAL CLEANOUT DETAIL
NOT TO SCALE
�-RING AND COVE FORT BRAGG
RCI FAMILY
HOUSING
z
Z
w
IL
0
FORT BRAGG, NC
OWNER- DEVELOPER:
Ar RI.
WAP
BRAGG BRAGG-PICERNE
COMMUNITIES LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
16mley-Hom and Associates, Inc,
NC Licem #F•0102
333 Fayette► de Street
Raleigh, NC 27601
T 919.677.2000
F 919.6M.5M7
ARCHITECT
Planwonc Ardiitecture, PA
5711 So( Forks Road
Suite 100
Raleigh, NC 27609
T 919.846.8100
F 919.846.2561
SURVEYOR
McKIm $ Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.32;iAUB
GEOTECHNICAL ENGINEER
BUILDING 8 EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1868
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323.0539
SEAL:
,fie, ,; A� �•�
'ems
i
344 �.
TX . .`.
��rhtr�Llt11�'� t R �
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
STORM WATER
MANAGEMENT
DETAILS
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8/1 2
REVISIONS:
DATE DESCRIPTION
SHEET: C22.03
KHA PROJECT NUMBER: 012332022
FRAME GRATES AND HOODS PRECAST DRAINAGE STRUCTURE
3 1OF2 O2OF2
itr .1)r1 �,�1 , •�t , i �/,.i
'� ,* ♦ I I I - � • i t I ` 1 I t . i ..1 i 5 i 1. ! I 1 r V ' ' t5 fl 1 1 ` j. �1 ` ,�- �1 't 'T 1 `
.. -.-. .. k .� ��-. - I.. ..I� .fir. -..I .•J: .. -,.. r fi,,-, .. .�i �� :i: j.! •: s"1 r, ..
DISCIPLINE: CIVIL ENGINEERING
O Copyrig� t, Kimey-Horn
and Associates, Inc. 2012

EXTEND TO EXISTING
STORM STRUCTURE
(3) 6" DIA. PVC
UNDERDRAIN PIPES
ELEV.=286.00
33" LONG WEIR
ELEV.=292.10
ON 3 SIDES
no
SODDED SIDE SLOPES AND
BOTTOM
CLASS "C" GEOTEXTILE FABRIC
ALONG SIDE OF RAIN GARDEN
ALONG COMPACTED SUBGRADE��
(VARIES) (VARIES)
'ED CLEAN OUT, TYP.
(VARIES)�
oQ�
5�
I
i
.r I
• Y W4W.- .- .G .- It 'r
_6 r r�r..r�r., W&Ti►PiAPr-rwripr�`�i=r-r r-rPrpW-rmPr-r-r-��.=ram
r�irr�r.r� r�rrr� �r�r�rr�%.r
A -4 • r *� �!Y ti•� r �!? ti!�` � *r : � •)
:. ►� r'=1r-r�r-r�r-. r-r-r•r-r= r-r-r•r-r .•.�-r�r r r r-r rr r-a fOr �. r �,_�,�� i _ i _ Jr1-1-� �.�r
NATIVE SOIL, NO COMPACTION
SECTION A' -A': UNDERDRAIN
BIORETENTION SOIL MIXTURE NOT TO SCALE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-88%
CONSTRUCTION SAND
FINES
8-12%
SILT AND CLAY
ORGANIC MATTER
3-5%
PEAT MOSS
CS-130 (SEE
DETAIL THIS SHEET)
24" RCP
24" RCP OUTLET
0 0,50%
NATIVE SOIL, NO COMPACTION
t
6" SCHEDULE 40 PVC, SDR-35, CAPPED CLEANOUT, TYP.
OR SMOOTH WALL CORRUGATED ADDITIONAL UNDERGROUND
PLASTIC PIPE SLOPED AT 0.50% PIPES TO BE ADDED AS
WITH 3/8" PERFERATIONS 0 6" SHOWN IN THE GRADING
ON CENTER (4 HOLES PER ROW) AND DRAINAGE PLAN
0
GRAPHIC SCALE IN FEET
0 25 50 100
Of
O
z
1310-RETENTION CELL #1
GRATE
,,-6" THICK
CONCRETE TOP OF RISER
WALLS LEV.=293.10
GRATE 33" LONG WEIR
4' ELEV.=292.10
ON 3 SIDES
4'
B _ (3) 6" DIA. PVC
UNDERDRAIN PIPES
1 ELEV.=286.00
CAPPED CLEAN OUT, TYP,
TOP 6" ABOVE GROUND ELEV.
INV. = 288.43
100-YR WSEL: 293.04'
25-YR WSEL: 292.66'
1 n-VR wcri �o� �a
E
1310RETENTION SOIL
MIXTURL PER
SPECflCATiON
STANDARD PVC WYE FITTINGS J
SOLVENT WELDED CONNECTION
SECTION B'-B': UNDERDRAIN
NOT TO SCALE
299
296=25298
2293-294—
295
RAIN GARDEN MAINTENANCE NOTES:
1. RAIN GARDEN AREA SHOULD DRAIN DOWN IN 12
HOURS AFTER A 1" STORM. IF WATER PONDS
LONGER, MAINTENANCE IS REQUIRED.
2. REMOVE SEDIMENT FROM UPSTREAM DRAINAGE
AREAS SO RAIN GARDEN DOES NOT CLOG.
3. REMOVE TRASH REGULARLY.
CLASS "C" GEOTEXTILE
FABRIC ALONG SIDE OF
RAIN GARDEN ALONG
COMPACTED SUBGRADE
CLASS "C" GEOTEXTILE
FABRIC AROUND WASHED
STONE
~ #57 STONE (WASHED)
—6" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.50%
WITH 3/8" PERFERATIONS 0 6"
ON CENTER (4 HOLES PER ROW)
NOTES:
PONDING DEPTH: 12"
UNDERDRAIN TO BE 3/8" PERF. 0 6" O.C., 4 HOLES PER
ROW, SLOPED AT 0.50%; MINIMUM OF 3" OF GRAVEL OVER
AND ON EITHER SIDE OF PIPES; GRAVEL NOT NECESSARY
UNDER PIPES.
UNDERDRAIN PIPES AND CLEANOUTS SHOULD BE LOCATED IN
THE QUANTITY AND ELEVATION FOUND ON THE GRADING AND
DRAINAGE PLAN.
SANDY LOAM/LOAMY SAND; FINES SHOULD BE LIMITED TO TWENTY
PERCENT OR LESS PASSING THROUGH A #200 SIEVE. MINIMUM
INFILTRATION RATE = 2"/HR
SODDED SIDE
SLOPES AND
BOTTOM
AS UNDERDRAIN PIPES SLOPE TO
6" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.50%
GRATE
TOP OF RISER
100--YR WSEL=293.04 ELEV.=293.10
25-YR WSEL=292.66
10-YR W L= 9 8
33" LONG WEIR
ELEV.=292.10
ON 3 SIDES
24" RCP OUTLET
0 0.50%
INV=285.00
(3) 6" DIA. PVC
UNDERDRAIN PIPES
ELEV.=286.00
24" RCP OUTLET —'
® 0.5D% INV=285.00 SECTION A -A SECTION B-B
A
1310-RETENTION CELL #1 CONTROL. STRUCTURE CS-130
NOT TO SCALE
CAPPED CLEANOUT, TYP.
ADDITIONAL UNDERGROUND
PIPES TO BE ADDED AS
SHOWN IN THE GRADING
AND DRAINAGE PLAN
SODDED SIDE SLOPES AND
BOTTOM
CLASS "C" GEOTEXTILE FABRIC
ALONG SIDE OF RAIN GARDEN
ALONG COMPACTED SUBGRADE
(VARIES) (VARIES)
100-YR WSEL: 290.71 '
25-YR WSEL: 290.52
i n-VG wCCI . 70n 1 7
i I
BIORETENTION SOIL
MIXTURE PER
SPECIFICATION
Ei
MIN. 8") AS UNDERDRAIN PIPE'.
SLOPE TO OUTFALL STRUCTURE
CAPPED CLEAN OUT, TYP.
(VARIES)
NATIVE SOIL, NO COMPACTION-�
SECTION A' -A': UNDERDRAIN
BIORETENTION SOIL MIXTURE NOT TO SCALE
ITEM
PERCENT BY WEIGHT
MATERIAL
SAND
85-88%
CONSTRUCTION SAND
FINES
8-12%
SILT AND CLAY
ORGANIC MATTER
3-5%
PEAT MOSS
6" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.27%
WITH 3/8" PERFERATIONS 0 6"
ON CENTER (4 HOLES PER ROW)
24-RCP
GRAPHIC SCALE IN FEET
0 25 50 1
CLASS "C" GEOTEXTILE
�O FABRIC ALONG SIDE OF
RAIN GARDEN ALONG
COMPACTED SUBGRADE
CLASS "C" GEOTEXTILE
FABRIC AROUND WASHED
#57 STONE (WASHED)
6" SCHEDULE 40 PVC, SDR-35,
OR SMOOTH WALL CORRUGATED
PLASTIC PIPE SLOPED AT 0.27%
WITH 3/8" PERFERATIONS 0 6"
ON CENTER (4 HOLES PER ROW)
NOTES:
PONDING DEPTH: 12"
UNDERDRAIN TO BE 3/8" PERF. 0 6" O.C., 4 HOLES PER
ROW, SLOPED AT 0.50%; MINIMUM OF 3" OF GRAVEL OVER
AND ON EITHER SIDE OF PIPES; GRAVEL NOT NECESSARY
UNDER PIPES,
UNDERDRAIN PIPES AND CLEANOUTS SHOULD BE LOCATED IN
THE QUANTITY AND ELEVATION FOUND ON THE GRADING AND
DRAINAGE PLAN.
SANDY LOAM/LOAMY SAND; FINES SHOULD BE LIMITED TO TWENTY
PERCENT OR LESS PASSING THROUGH A #200 SIEVE. MINIMUM
INFILTRATION RATE = 2"/HR
RAIN GARDEN MALNIENANCE NOTES:
1. RAIN GARDEN AREA SHOULD DRAIN DOWN IN 12
HOURS AFTER A 1 " STORM. IF WATER PONDS
LONGER, MAINTENANCE IS REQUIRED.
2. REMOVE SEDIMENT FROM UPSTREAM DRAINAGE
AREAS SO RAIN GARDEN DOES NOT CLOG.
3. REMOVE TRASH REGULARLY.
Bioretention Soil Mixture (BSM): shall be placed and graded using low ground —contact pressure equipment or by excavators
and/or backhoes operating on the ground adjacent to the bioretention facility. No heavy equipment shall be used within the
perimeter of the bioretention facility before, during, or after the placement of the BSM. The BSM shall be placed in horizontal
layers not to exceed 12 inches for the entire area of the bioretention facility. The BSM shall be Compacted by saturating the
entire area of the bioretention facility after each lift of BSM is placed until water flows from the underdrain. Water for
saturation shall be applied by spraying or sprinkling. An appropriate sediment control device shall be used to treat any
sediment —laden water discharged from the underdrain. If the BSM becomes contaminated during the construction of the facility,
the contaminated material shall be removed and replaced with uncontaminated material at no additional cost to the Owner.
Final grading of the BSM shall be performed after a 24—hour settling period. Final elevations shall be within 2 inches of
elevations shown on the Contract Plans.
The Bioretention Soil Mixture (BSM) shall be a uniform mix, free of stones, stumps, roots or other Similar objects larger than
two inches excluding mulch. No other materials or substances shall be mixed or dumped within the bioretention area that may
be harmful to plant growth, or prove a hindrance to the planting or maintenance operations.
Prior to placing the underdrain and the BSM, the bottom of the excavation shall be roto—tilled to a minimum depth of 6 inches
to alleviate any compaction of the facility bottom. Any substitute method for roto—tilling must be approved by the Engineer prior
to use. Any ponded water shall be removed from the bottom of the facility and the soil shall be friable before roto—tilling.
Grass sod shall be used in bioretention area.
Grassed sod must not be grown in soil with an impermeable (clay) layer.
BSM must have a P—index of 10 to 30.
(2) 6" DIA. P\
UNDERDRAIN P
ELEV.=286.57
1310-RETENTION CELL 442
ter•, . T�
HICK
.RETE 100-YR WSEL=290.71 -GRATES TOP OF RISER
25-YR WSEL=290.52 ELEV.=290.55
10-YR WSEL=290.17
4" RCP OUTLET
1 0.50%
24° RCP OUTLET
0 0.50%
INV=286.57
(2) 6" DIA. PVC (2) 6" DIA. PVC ,
UNDERDRAIN PIPES UNDERDRAIN PIPES 24" RCP OUTLET
ELEV.=286.57 SECTION A— A ELEV.=286.57 0 0.50%
SECTION B-B INV=286.57
BIO-RETENTION CELL #2 CONTROL STRUCTURE CS-232
NOT TO SCALE
I FORT BRAGG
RCI FAMILY
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
�r u
WAO OMMOL
BRAGG BRAGG-PICERNE
COMMUNITIES, LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
ftley-Hom and Assoaates, Inc.
NC License 11F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Planworx Architecture, PA
5711 Six Forks Road
Suite 100
Raleigh, NC 27609
T 919,846.8100
F 919.846.2661
SURVEYOR
MAm 8 Creed
104 Gillespie Street
Fayetteville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING 8 EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NC 28301
T 910.401.3288
F 910.323,0539
SEAL:
,• .
dell
PROJECT PHASE:
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
STORM WATER
MANAGEMENT
DETAILS
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8f 12
REVISIONS:
DESC
SHEET: C22.04
KHA PROJECT NUMBER: 012332022
DISCIPLINE: CIVIL ENGINEERING
© Copyright, Klmley—Horn
and Associates, Inc. 2012
i 1r ' 1 T ^n`
I
1',I.I'i
i.r'1 _'T •.. •P
- __ -r i„ T� ;
1 _r m ter- -.r, +-ir i 1'�'
',S
I)
1, ��� +�
''
�5�;' � � t
1 11� I�!
111 - ,1
• j ilil 11 i��flf'�..
,� rl'•,
1 �.i 1 ;
%': .; � ; �^
I L.'K:�'' ,
Ii �
1 f !
f i ,I
' ��1� I � -I. �' S ,I# tl I�,
_
�

Mao#� Bot 1�2
FORT BRAGG
RCI FAMILY
P
PC
THICK
INCRETE
kLLS
ATE
EXI5T7NG GRAOE
CONCRETE CONTROL STRUCTURE (TOP OF RISER = 296.30)
ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST ND
-
WITH LESS THAN 7%
GOOF
PASSING 200 SIEVE.
100--YEAR STORM ELEV= 296.61
�
00
V' -5-YEAR STORM ELEV- 296.34
17 10-YEAR STORM ELEV= 296.30
100-YR WSEL==296.61
25-YR WSEL=296.34 GRATE
TOP OF RISER
\\-ANY
10-YR WSEL=296.30 ELEV.=296.30
NON -WOVEN, LIGHT -WEIGHT
oQ�
g FILL MATERIAL
GEOTEXTILE FILTER FABRIC
USED TO CONSTRUCT
INLET PIPE
y' INFILTRATION BASINS
MUST BE CLEAN SAND
0.
WITH LESS THAN 7%
PASSING 200 SIEVE.
Qom
RCP OUTFALL (REFER TO GRADING
/ELEV295.00'
41 15" RCP OUTLET
SEDIMENT CLEANOUT ELEV= 295.15'
PLAN FOR PROPOSED ELEVATIONS)
0 0.50%
%---.\
IN V= 295.00
1
,
'15" RCP OUTLET
SECTION A— A �V_295.00
INFILTRATION BASIN #1 CONTROL STRUCTURE CS-126
NOT TO SCALE
^MAT
THICK
iNCRETE
ALLS
ATE
SECTION B— B
100-YR WSEL=291.65 TOP GRATE
25-YR WSEL=291.48 ELEV� RISER 29135
�18" RCP OUTLET
SECTION A— A I V=28.26
INFILTRATION BASIN #2 CONTROL STRUCTURE CS-230
�150ato] &_19, 1R5
F-4" i----3'-6'-�j
1�-1- A
8"B"
x
L%n)
TE
6
SECTION X—X
1 5/8 1 5/8 -
2�1 1' DEPRES ION��1'-7 5/8"--^j F_ © ^
Gr- - ---
SECTION G-G
n
2'-3 1/4'-�i T-t-4
II1' 1/2- F�1'-4
1 3/16 �i F^ - �-2' 1'-7 5/8" V-7 5/8'-
SECTION_-H PLAN OF GRATING
CAST IRON
-GENERAL-NOTES:
1, ALL INLETS OVER 3'-6" IN DEPTH TO BE PROVIDED WITH STEPS 1'-2"
ON CENTERS.
2. ALL CONCRETE TO BE 3600 P.S.I. COMPRESSIVE STRENGTH.
3. MORTAR JOINTS SHOULD BE BETWEEN 3/8" AND 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'-0" IN HEIGHT OR LESS USE 8" WALL OVER 8"-0" 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 GRATE SEE DETAIL
8. 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
v
PLAN
WITH COPING REMOVED
1 1/2"
� 9 GRATE INLET
H
G
cV
s:
2
DIMENSIONS OF BOX & PIPd
CONC.
I IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
e
A
B
H (MIN.
C.U. YDS
C.M.
R.C.
12"
3'-0.
2'-0'
2'-B"
0.267
0.313
0.037
0.871
0.020
0.032
15"
3'-0
0.976
0.031
0.047
18
3-5
1.106
0,044
0.065
24"
1 3'-0
2'-0"
4'-0"
0.267
1 0.313
0.037
1.289
0.078
0.113
SECTION B—B
14 2'-6"
B
x
CONC.
PIPE
SECTION Y—Y
PLAN OF FRAME
CAST IRON
SECTION E-E
1" 2'-3 3/1
3/4-
22' 4
2 1/B' Fes- 2'-1 3/4
SECTION F-F
2 1/8-
18" RCP OUTLET
0 1.26%
IN V=287.26
E'XIST•!NG
ANY FILL MATERIAL
GRADE
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
WITH LESS THAN 7%
PASSING 200 SIEVE.
INLET PIPE
4" LAYER CLEAN SAND
INFILTRATION BASIN #1
N.T.S.
CONCRETE CONTROL STRUCTURE (TOP OF RISER= 291.35)
EXkSTLNG
100-YEAR STORM ELEV= 291.65
25-YEAR STORM ELEV= 291.48
10-YEAR STORM ELEV= 291.30
NON -WOVEN, LIGHT -WEIGHT
GEOTEXTILE FILTER FABRIC
'--ANY FILL MATERIAL
USED TO CONSTRUCT
INFILTRATION BASINS
MUST BE CLEAN SAND
SEDIMENT CLEANOUT ELEV= 290.65' WITH LESS THAN 7%
ELEV 290.50' PASSING 200 SIEVE,
RCP OUTFALL (REFER TO GRADING
4" LAYER CLEAN SAND PLAN FOR PROPOSED ELEVATIONS)
INFILTRATION BASIN #2
N.T.S.
CONSTRUCTION NOTES
CARE SHOULD BE USED DURING INSTALLATION TO MINIMIZE
MAINTENANCE NOTES
PLEASE REFER TO SECTION 7.0 OF THE NCDENR BMP MANUAL, GENERAL BMP MAINTENANCE, FOR INFORMATION ON TYPES
COMPACTION OF SOIL ON THE BOTTOM AND WALLS OF INFILTRATION
OF MAINTENANCE, TYPICAL FREQUENCY, AND SPECIFIC MAINTENANCE 'ASKS THAT ARE COMMON TO ALL BMPS. THE
DEVICES SINCE THIS WILL REDUCE THE PERMEABILITY AT THE SOIL
FOLLOWING INFORMATION IS MAINTENANCE THAT IS SPECIFIC TO INFILRATION DEVICES.
INTERFACE. TO AVOID COMPACTING THE DRAINAGE MEDIA, LIGHT
EQUIPMENT AND CONSTRUCTION TECHNIQUES THAT MINIMIZE
FOR THE FIRST YEAR OF OPERATION, INSTALLATIONS SHOULD BE INSPECTED MONTHLY AND AFTER EACH MAJOR STORM.
COMPACTION SHOULD BE USED.
AFTER THE FIRST YEAR, QUARTERLY INSPECTIONS, PREFERABLY CONI JCTED AFTER A STORM, ARE RECOMMENDED.
RUNOFF SHALL NOT BE DIRECTED INTO AN INFILTRATION DEVICE
MAINTENANCE IS VERY IMPORTANT FOR INFILTRATION DEVICES. PROPERTY OWNERS SHOULD BE EDUCATED IN THE FUNCTION
UNTIL THE DRAINAGE AREA IS STABILIZED. A CONSTRUCTION
AND MAINTENANCE REQUIREMENTS OF INFILTRATION DEVICES. ESPECIALLY IMPORTANT IS THE MAINTENANCE OF VEGETATED
SEQUENCE MUST BE FOLLOWED THAT REFLECTS THE NEED TO
AREAS THAT DRAIN TO THE INFILTRATION SYSTEM. AREAS THAT ARE ALOWED TO BECOME BARE AND UNVEGETATED WILL
STABILIZE THE INFILTRATION DEVICE, THE LONGEVITY OF INFILTRATION
CONTRIBUTE EXCESS SEDIMENT TO THE INFILTRATION SYSTEM AND HASTEN ITS FAILURE. ANY SEDIMENT DEPOSITS IN
DEVICES IS STRONGLY INFLUENCED BY THE CARE TAKEN DURING
PRETREATMENT DEVICES SHOULD BE REMOVED AT LEAST ANNUALLY.
CONSTRUCTION.
THE SURFACE OF INFILTRATION SYSTEMS MUST BE KEPT IN GOOD COSIDITION. COLONIZATION BY GRASS OR OTHER PLANTS
A MINIMUM OF ONE OBSERVATION WELL SHALL BE INCLUDED IN THE
SHOULD BE DISCOURAGED, SINCE THIS CAN LEAD TO REDUCED SURFACE INFILTRATION RATES. IN MANY INSTANCES, IT IS
DESIGN OF AN INFILTRATION SYSTEM TO PERIODICALLY VERIFY THAT
CONVENIENT TO COVER INFILTRATION TRENCHES WITH CONCRETE GRIC PAVERS OR SIMILAR PERMEABLE PAVING SYSTEMS
THE DRAINAGE MEDIA IS FULLY DRAINING. THE MONITORING WELL
THAT CAN BE REMOVED EASILY AND REPLACED AS NECESSARY TO SERVICE THE TRENCH.
SHALL CONSIST OF A 4-INCH TO 6-INCH DIAMETER, PERFORATED
POLYVINYL CHLORIDE (PVC) PIPE WITH A LOCKING CAP. THE WELL
IN ORDER TO MONITOR PERFORMANCE OF THE INFILTRATION DEVICE, DBSERVATIONS SHOULD BE CONDUCTED TO DETERMINE
SHOULD BE PLACED NEAR THE CENTER OF THE FACILITY OR IN THE
HOW LONG IT TAKES RETAINED WATER TO INFILTRATE INTO THE SOIL AFTER A STORM EVENT. THE DETERMINATION CAN BE
GENERAL LOCATION OF THE LOWEST POINT WITHIN THE FACILITY, WITH
MADE IN TWO WAYS. THE MOST INFORMATIVE WAY IS TO READ THE WATER LEVEL SEVERAL TIMES OVER A PERIOD OF DAYS
THE INVERT AT THE EXCAVATED BOTTOM OF THE FACILITY.
AFTER A LARGE STORM. THE ALTERNATIVE IS A 'ONE-STOP"METHOD, WHERE A SINGLE READING IS TAKEN AND COMPARED
WITH THE LOCAL RAINFALL RECORD. ALTHOUGH LESS ACCURATE THAN THE MULTIPLE READING METHOD, THE ONE -STOP
METHOD WILL STILL ALLOW SIGNIFICANT DETERIORATION IN PERFORMANCE TO BE RECOGNIZED.
THE TOP SEVERAL INCHES OF DRAINAGE MEDIA AND THE FILTER CLOTH ALONG THE TOP OF THE DRAINAGE MEDIA SHOULD
BE REPLACED ANNUALLY OR AT LEAST WHEN THE DEWATERING TIME iS LONGER THAN 5 DAYS. IF AFTER REPLACING THE
TOP MEDIA THE INFILTRATION RATE IS STILL NOT IN THE ACCEPTABLE; RANGE, THE ENTIRE FACILITY MUST BE DISMANTLED
AND RECONSTRUCTED.
PROPER DISPOSAL OF THE MATERIALS REMOVED IS NECESSARY; THE AGGREGATE AND CLOTH SHOULD BE APPROPRIATELY
PACKAGED AND DELIVERED TO THE LOCAL LANDFILL, IF THE OPERATING AUTHORITY APPROVES THE DISPOSAL.
SINCE INFILTRATION TRENCHES AND INFILTRATION BASINS HAVE DRFFERtENT CONFIGURATIONS AND MAINTENANCE NEEDS, AN
APPROPRIATE SAMPLE OPERATION AND MAINTENANCE TABLE IS OFFERED FOR EACH ONE.
HOUSING
FORT BRAGG, NC
OWNER- DEVELOPER:
loss PICERNEI
BRAGG BRAGG-PICERNE
COMMUNITIES LLC PARTNERS, LLC
CONSULTANTS:
CIVIL
Kimley-Hom and Associates, Inc.
NC License #F-0102
333 Fayetteville Street
Raleigh, NC 27601
T 919.677.2000
F 919.653.5847
ARCHITECT
Pk worx Architecture, P.A.
5711 Six Forks Road
Suite 100
Raleigh, NC 27609
T 919.846.8100
F 919.846.2661
SURVEYOR
McKim & creed
104 Gillespie Street
Fayetleville, NC 28301
T 910.323.3400
F 910.323.1028
GEOTECHNICAL ENGINEER
BUILDING & EARTH SCIENCES, LLP
3509 CAMERON DRIVE
SANFORD, NC 27332
T 919.776.1888
F 919.776.1889
ECS CAROLINAS, LLP
726 RAMSEY STREET, SUITE 3
FAYETTEVILLE, NO 28301
T 910.401.3288
F 910.323.0539
SEAL:
A,
°its%`{e
+. w $IE r
rrr 364
a
tEtittl� � R I �
PROJECT PHASE-
RANDOLPH POINTE
PHASE 2
FORT BRAGG, NC
DRAWING TITLE:
STORM WATER
MANAGEMENT
DETAILS
ISSUED FOR:
CIVIL DRAWINGS
ISSUE DATE: 6/8/12
REVISIONS:
DATE DESCRIPTION
SHEET: C22.05
KHA PROJECT NUMBER: 012332022
DISCIPLINE: CIVIL ENGINEERING
LFr1�}Y!!I
© Copyright, Kimley—Horn
and Associates, Inc. 2012