SW6140202_APPROVED PLANS_20140305

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

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Fr. BRAGG
RESERVATION
SITE
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RAEFORD N
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S.R.
ROBESON
COUNTY
VICINITY MAP
NTS
TBM:
PK NAIL ON EOP @
CROSSOVER SEE
FB 100-1119 PG. 14 **BK: 7915,
PG: 1**
BOLT NEAREST "M" IN
MUELLAR ON FH @ COR.
US 401 & MIDWAY DR.
ELEV: 258.11
**BK: 100-1119, PG: 14**
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NOTES
1. Contractor shall verify the locations of all existing utilities prior to beginning construction.
2. All water & sewer mains, laterals and appurtenances shall be tested in accordance with PWC Technical
Specifications.
3. All manholes shall be vacuum tested in accordance with PWC specifications.
4. All ductile iron pipe, in sanitary sewer service, shall have Griffin "SewperCoaf' or Protecto 401 lining
5. All construction to be in accordance with current PWC and NCDOT Standards and Specifications.
sw i¢om a 3/5/Zc14
2.t 36 vic12a4-
"All construction to be in accordance with current
applicable Hoke County, North Carolina Department of
Transportation (NCDOT) and/or Fayetteville Public Works
Commission (PWC) Standards and Specifications."
drawn by
BGB
checked
JMKjr
reviewed
JMKjr
date
Mar2013
job no.
06-2291-04
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Field Book No.
SHEET
20F36
SCALE 1" - 200'
Utility Plan (Overall)

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IRAEFORD
FT. BRAGG
RESERVATION
LEGEND
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SITE NO$-
'A Z
V
� ROBESON
/ couNrr
VICINITY MAP -- J Manhole Structure - (714) (48" Ml
NTS / NCDOT Bid. 840.52�
STA. 0+50.00, 0.00 Lift Ste to MH
/ •tR� \ ��/ RIM 199.50
/ /INV 15" OUT 180.20
/ 50.00 LF - 15" SDR-26 /
PVC @ 0.20%
i rraos
Manhole Structure - (715) (46" MHri '
/ Eccentric Cylindrical Sructure r
STA. 0+00,00. 0.00 Lift Sta tD (Sewer) sfa/o+
) RIM 199.00
INV 8" IN 188.70 (Structure (713))
/ INV 15" IN 180.10 (Structure-
/ .�1882 \� INV 15"OUT 180.00
/ BORE h�
71
TBM:
PK NAIL ON EOP @
CROSSOVER SEE
FB 100-1119 PG. 14 **BK: 7915,
PG: 1**
BOLT NEAREST "M" IN
MUELLAR ON FH @ COR.
US 401 & MIDWAY DR,
ELEV: 258.11
**BK: 100-1119, PG: 14**
drawn by
BGB
checked
JMKjr
reviewed
JMKjr
date
Mar 2013
job no.
06-2291-04
II O Manhole 118 (48" Ill
II NCDOT Sid. 840.52
WSTA. 12+00.00, 0.00 B R M oor l ri
m INV 8" OUT 220.00
Manhole 117 (48"MH)
II I NCDOT Std. 840.52 X
II -STA. 11+07.94, 0.00 Brerdmoor Dr./
b RIM 226.54 j
II INV 8" IN 216.70 (wye 212)j'
II I INV 8" OUT 216.50
11+06.07, 20.0 Rt
Bedford Dr. a _
8" Gate Valve z
II -(Temporary End of Water Main)
107.74 LF - 8" SDR-26�
PVC @2.72%
10+18. 00. 26:0 kt
Bedford Dr. O
8" Gate Valve
28+85.20, 20.0 Rt'
0-StonebriarAve.
92.02 LF - 8" SDR-26
PVC @ 3.59%
00
i"
Mt
,
per c
T4 29+15.2Q 20.0 Rt •t ��� \
Stonebriar Ave. .A O� v
8• Cross O, Manhole 116 (60" ll
V NCDOT Sid. 840.52
(with Inside Drop (117))
9+16.30, 26.5 Rt STA 26+31.55 Stonebriar Ave. ='
Bedford Dr. .STA 10+00.00 Brentmoor Dr.
Fire Hydrant Assembly , .' . .RIM 224.11
Flange Elev. 225.84 '-` .INV 81N 213.57 (117)
8"x6"Teew/Blocking INVSIN213.57(119)
•y•�INV 8OUT 213 j
i Manhole 113 (48" MH)
�NCDOTStd. 840.52 ,
STA 15+77.73 Sewer Outfall 111
/ STA 7+04.86 Bedford Dr.
22� ' RIM 225.00
% INV 8 OUT 213.00 1
5+23.70, 52.4 Rt /
/ Bedford Dr.
Fire Hydrant Assembly
STA. 39+63.70, 0.01 Lt Stonebriar Ave. - /, Flange Elev. 230.82
ztois5 - `b RIM 215.42 •� / / . / / In 4' x 4' Utility Easement
Manhole Structure - 13 48" MH I s• F M. 15 , a �+�--- 8" x 6" Tee wBlocdrg
1 i Eccentric Cylindrical Structure / / , . 9 " ,� ^ m INV 8" O T 203 (107) , ..-� ° /
, W` INV BOUT 203.52 -'�,', ,'-�•%/,( 5+20.70, 43.5 Rt (/
1 I ' STA. 1+94.99, 0.00 Lill Ste to St (Sewer) +J' a '� " / / \
CATCH BASIN WITH STORM DRAIN \ t✓/ ( RIM 208.50 / I ` 8F3' ��w • _ „ = -�yy.� -' --'-' -"T • , ,/ • • • • •� • �r // / / 8"Bedford Dc
\ / INV 8" IN 194.48 (Structure - (712)) 42+42.00, 20.0 Rt ,ate $ g x,a ` - :_ �y,reyF�_ ( \ ( l \ O
Valve
Stonebriar Ave. ., r • g�° ' „ _ / _ / r/ I A \
\ INV 8" OUT 194.40 Q - \x/ /�/� - -_� Manhole 112 48" MH
\ \ /k\A2"BIIV`a";nVi;,Ii,'
8" ( ) >
DROP INLET �. x oa Z ;I / ---- _- _ NCDOT Std. 840.52 \ ' •/ `,
TA. 4 0 Manhole 105 (48" MH) --- STA 14+51.41 Sewer Outfall 111 = \\ \ \
} �\ w/Blocking., BEN _ NCDOT Std. 840.52 / _ \
STA. 40+83.97, 0.00 Lt Stonebriar Ave.. / , / / Manhole Structure - (696) (48" MH) ma's STA 7+04.86 Bedford Dr. ' _
\ Manhole Structure ( 8\M i) \� _ •w-)1 eENo_ BRIM 213.37 /�// NCDOT Std. 840.52 RIM 220.00�
\ f \ INV 81N 212.20 (113)
WATER METER \ \ �� \ . INV 8" IN 201.48 (106) �� / / / STA. 8+34.41, 0.00 Sewer Outfall 111
NCDOT Std.Sew r) _ .__. /
(� STA. 3+78.9@, 0.00 Rt Lift Ste to St Sewer � INV 8" OUT 201.40 - � � / 'RIM 213.25 \ INV 8 OUT 212.20
\\ \ (Sewer) - ---- �iii -.• , �Z, / // /INV8"IN201.00 (111) �\ 4--
\ RIM 210.34 ` 43 Lf SDR-26 �l' �.�' / ` - /-� !,. / Manhole 117 48" MH
FIRE HYDRDANT ASSEMBLY \ \ \ \ \ __r //' _ j ( INV B"OUT 206.95 t ) \ \ O
i INV B"IN 195.54 (Structure-(711)) PVC 44 /0
�, / / NCDOT S:G. ?40.52 \ c
INV B" OUT 195 40 , - - STA s+1D_ - 'yy - /Outfall- e
� 'i i ,,�C / - �� _ �% I �� � STA. 12+p8.11. Q.o0 Sewer
A\ $ eE 5 - /��4e' i/ % / f0fl �. A-IRIM NV8-I.00 _A ��� ��eettalkltaara�
BLOCKING ,V 1 !f ,� / -� -INV 8" O T 210 112 e®
43+32.03, 26.0 Lt %� - � � � ! % / %� ,Manhole Structure - (895) (48" MH) / '� � � ( )
P Stonebriar Ave. NCDOT Std. 6ao.52 COM M EgcCIAL ` , INS 8" OUT 210.74 \ _` \� , \` " i' ° • • • ° ..
\ , A 121.07 LF - 8" R- / - / , / / + -Z �-_ _J ,
GATE VALVE 1 ,1 \ \ \ L BowoB HydrantrmumeAssembly PVC 0. % /� ; � , STA.4 54.41, 0.00 Sewer Outfall \I / -� ` \ / Q_ d
(Permanent) C� / RIM212.00 bEVELOPMEN - \ ( -
7 ` ' . a 2 / / / INV 8" IN 204.29 Structure - 696 Manhole mh109 (48" MH)
52
OQ 4NCD
.0 7 !s / / \ INV B" OUT 204.06 t )) / STA. 33 32.5d. 9 0.00 Stonebriar Ave.
BLOW OFF ASSEMBLY \ I�!/ / \ / ' •' ' / - «ss - / 1+31.20, 51.5 Rt
-- • V r RIM 226.15 w -� Q '• d
1880f �% • /j / iD , i / \ l �. t ) Q Bedford Dr.
,INV8-110 yd ly ..•
FireH rant Assembly
Manhole Structure - (694) (48" MH) / \ Flange ! F s
./ INV 8' OUT 209.88 � �
SANITARY CLEANOUT ' t• •' •' • \ \ \ \ �/ \ \ • .%t . + 1 • I. 90.00 LF - 8" SDR-2fi \ t� ` z o
NCDOT Std. 840.52 a. 76 f 11 In l 4' x 4EU61' Easement V • J1a
���\ \% D D PVC @ 0.50% l j STA. 3+11.41, 0.00 Sewer Outfall 111AIR REI F6QE M.H. / _ -� 8" x 8' Tee Bbcking N
rf i b /
. � RIM 208.75 r r"iom T P229. i� , TL x , TA. 8 7 /
S.F. INV. M \ -� w- -\ 9'r PVC�ORCE MAIN /
SANITARY SEWER MANHOLE - �• • I 'I �_ % �o, . I INV 8" IN 199.77 (Structure - (695)) 1 CORD/W" Lu1l83EE � kn �
``'L367.' .'• \. ` ' •` ) \ �. \_-FY i1`-�''Manhole Structure INV B"OUT 197.37 \ RNEIa EM7C T�WORK / \ -
/I• - ` \ I I` \�OUNO CdA4' WIRES IF - , emnsewae,
SANITARY SEWER JUNCTION BOX .1BD D0t1: I FJ.p� •', ,.,� , \I 1 NCDOT SW. 840.521 - .� - i -.. ' - °`°•„'°r!:k�» - - - -_ �.,� `°"�,'
�'�`\STA. 2+21.41, 0.00 Sewer Outfall 111 / `\
. 1p.
•+.�.+.�.�\ �.'.\ \ \� `' I O lb0 ~/ \- '-' 'L'. %.� �� KEEP FORCE MAMf __ Y!
/
RIM 204.27 /
WATER MAIN \ --P i Manhole Structure - (711) (48" MH) -%' • . • - .; ,tom _/ / % INV 8" IN 196.92 (StrucureL - 6_W)N--� x� .n /MIN. to FROM�oLe/ / �/ _ - -� - - C - - - - - - C)
NCDOT Std. 840.52 V 8 OUP 11+50 - �%� / \ r
',b� «, 1� - -- END 01 ��/ S�YjR� _ - \ \ \\ -\ �c - - -
'/. IJ $TA.-0+00.00, 0.00 Sewer 0Ulfe11111 / liD 'lN �, _ END DI�I FORYr=MRIN/ TOP t9.70 - / _' \, �- 'c -. - �- - J-� - - ��_ _ c- -- /��
RIM 210.37 - • -%+ • - 7 BEGIISWC FORCEEN / F.M W. -� Y
SANITARY SEWER MAIN ^ • �„ \i Z \. INV WIN 195.78 (Structure (710)) '� I / _ �- l ""C - �� \. - '` >� ? �- / / ' -- _ �('� (�
.�. .�.•'_ INV B"IN 195.78(105) �- \y / !_- __�` T'_� r _ , (�^ t 0
INV8"OUT 19570 '% _, , 1 }- � -� \ 1+01.80,43.5 Rt
FORCE MAIN . �s ,'i�j J %/� �j_ Tapping Sleeve andB�B�V Ive Z�/--/( (Verify Size, Material & Location of Existing Main) Oy(AWT77••l.-• '%iii(' C
of o I.
Manhole Structure - 710 1p / /' 'p r
NCDOT Sid. 840.52�% - / i �(
STA. 1+77.89, 0.00 Sewer Outfall 111 \ \ ,� / _ _ / I \ �_ �- / 0 Q >
- l \ RIM 205.010 -� \ > - \ L_
�- _� INV 8' IN 196.68 (Structure - (693)). / m m C C
INV 8" OUT 196.68 / , / - / /
v/
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Manhole 107 (48" MH)
NCDOT Std. 840.52/
.l% ✓ /%� STA. 38+20.86, 0.00 Stonebriar Ave.
11+84.00, 20.0 Rt RIM 217.85
McDougald Dr. INV 8" IN 206.13 (MH 108)
8" MJ Plug w/Blocking- INV 8" OUT 206.00'
SIDI Hydrant Assembly
(Temporary End of Water Main)
F�REt�PMENT I
\ �-
/ Manhole 115 (48" MH)
f4a A ,�� ✓ NCDOT Std. 840.52
/ V r / V STA. 11+08.28, 0.00 Bedford Dr.
/ 1 1 I I, bz� ��! / % / Manhole 114 (60" MH) ro RIM 229.66
�/�/ 1 / Z' NCDOT Std. 840.52� �� INV 8" OUT 223.00
` / (with Inside Drop (115)- ,-I-
�L/ %~/ ��J/�11/.�1�ik / V// STA9+66.27BedfordDr._,
I>' / / STA 29+35.25 Stonebriar Ave.'-
/ RIM 225.25 _
z� �, F INV 81N 219.00 (115)-
/�}' !�� INV81N212.00(116) 1
/ /� I
INV BOUT211.95 O i' /
a Manhole 110 (60" MH) \
NCDOT Std. 840.52 , !�A
I I_ (with Inside Drop (GO434))\ \\ 29+91.80, 20.0 Rt /
STA 30+92.53 Stonebriar Ave. _
STA 14+51 Al Sewer Outfall 111 \ Stonebriar Ave. 141.51 LF
�, �-�� RIM 226.90,\ 8"Gate Valve 8 DR-26 PVC
4� I _� INV 81N 211.17 114 ` 2.83%
� Manhole MH 108 (48' MH) !° ( ), �� �
NCDOT Std. 840.52' '. \� rJ>� I I I 2x INV 4IN 221.30 (CO434) \
` !
/ �STA. 35+68.04,U.00 Stonebriar Ave., INV 8OUT 211.12 1 I� I - _ ,
j f RIM 222.14_ 33+24.10, 26.5 Rt ✓ V
/ % \ INV 8" IN 208.70 (mh109)_ L Stonebriar Ave
%
INV 8" OUT 208.65 Fire Hydrant Assemby. 1 �� , • / i / ��.` ' Flange Elev 226.99� ®_-.
8" x 6" Tee w/Blocking 0
/ 37+24.40, 26.5 Rt'
Stonebriar Ave. O
Fire Hydrant Assembly /
Flange Elev. 220.19
8" x 6" Tee locking' uakr c,
�,r
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f
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�t0 � ��ijj fit+`:!'' � �tiri- - `\ I. ��:��„`����---�C'. �� ��� /'�•
NOTES
1. Contractor shall verify the locations of all existing utilities prior to beginning construction.
2. All water & sewer mains, laterals and appurtenances shall be tested in accordance with PWC Technical
Specifications.
3. All manholes shall be vacuum tested in accordance with PWC specifications.
4. All ductile iron pipe, in sanitary sewer service, shall have Griffin "SewperCoat" or Protecto 401 lining
5. All construction to be in accordance with current PWC and NCDOT Standards and Specifications.
Sc le14,02oz 3/s/ro1Q
I>n W2or¢
"All construction to be in accordance with current
applicable Hoke County, North Carolina Department of
Transportation (NCDOT) and/or Fayetteville Public Works
Commission (PWC) Standards and Specifications."
SCALE 1' - 100'
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Field Book No.
3 OF 36
IF
Utility Plan (Overall A)

IRAEFORD
/ drawn by BGB
TBM: / checked JMKjr
HWY 401MO
PK NAIL ON EOP @ "All construction to be in accordance With current I (`�� \ reviewed JMKjr
M Al
CROSSOVER SEE applicable Hoke County, North Carolina Department of srA 37 � / M. I Nv .is \ date Mar 2013
5 DE
FB 100-1119 PG. 14 **BK: 7915, Transportation (NCDOT) and/or Fayetteville Public Works `'�`��° sl job no. 06-2291-04
7So-30 PG: 1 � � BOLT NEAREST "M" IN Commission (PWC) Standards and Specifications." I 1
_ ) ,
\ Of =-4 3 MUELLAR ON FH @ COR.Off
1 / '\ \ US 401 & MIDWAY DR.
SH ELEV: 258.11 NOTES: L'
i -01, 0 4 s **BK: 100-1119 PG: 14** -, t 1' \ I Y a
- • p\ \ 1. Contractor shall verify the locations of all existing utilities prior to beginning construction.
2. All water & sewer mains, laterals and appurtenances shall be tested in accordance with PWC Technical o
Specifications. i ` / I✓
3. All manholes shall be vacuum tested in accordance with PWC specifications.
r� F \ 4. All ductile iron pipe, in sanitary sewer service, shall have Griffin "SewperCoat" or Protecto 401 lining
L I -� 5. All construction to be in accordance with current PWC and NCDOT Standards and Specifications. > l t j \ \I f �"„ I� II W -
-1 I I In \ , r� z
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L� \r - - + /,;
t 'I \ I I / III III I� I f . I �' _ Manhole 130 (48' MH)
L- -I I I s r,� I r a / C /
� .� - %'> ' r3,NCDOTStd.640.52 _ I
+ 1 �` i I - / l�" I', -STA. 2*99.40, 0.00 SS Lots 16-17 Al - } , I
I I I J L__ L-_ J L/ -RIM240.16
INV 8" OUT 229.61
- _ Manhole 128 (48' MH)
r \ a
NCDOT Std. 840.62 /I
\ S` LL0 _- srA.1+4s.oz,o.00ssLoutsnD\
fr o.bbo _
Q\ 1 t ,( \ \ �..'� �' ` �/ i -/ , \... i INV 8" IN 228.78 (129)
r�--I---rV E-64t! 1 Y7 tJ V-Icv ,- INV 8" OUT 228.73
I � �' - _f 135.00 LF - 8" SDR-26 PVC Q 0.50% 7 }7� \`
( ) f,� Manhole 129 48" MH I/
Manhole 125 48" MH (
NCDOT Std. 640.52 -f -` NCDOT Std. 840.62
I \ 1 \ STA. 1+64,40, 0.00 SS Lots 16-17 \ \ \ A (
I _ �' 1 �\, L\ _ J 1 STA. 14+86,43, O.OD StoneM 2 Ave. -t-T I \ \ Manhole 123A (48' MH)
\ RIM 243.56 -� t. RIM 236.50_ - \ / \ /
\ I I I! \ NCDOT Std.840.52
- - - - INV 8' IN 235.55 (128) j -- - INV 8' IN 228.93 (130) ��* STA. 19+22.07, 0.00 Stonetxiar Ave.
INV 8- OUT 234* -G. INV 8"OUT 228.88r--
1 I �� r _ 19.39 LF - 8" SDR-26 ' • v INV 8" IN 225.70 124 V t
\ "\ \'� I I I 1 II. -. PVC Q 0.52%'- - � I- '� f �"\ ' ''"tINV 4' IN 225.83 (C015)
r i .INV 8' OUT 225.50 /
\\ 10+83.00, 20.0 Rt _ ,e , ,zl f •
I\ \ I � \�I -- II �- ; � I ll,� • r` . ` �. � • r � � � � \ -, / � 1 /v� \
\ Stonebriar Ave. I \ �- I - i- _ _ 81.23 70.90 LF - 8" SDR-26 \ \\� ` �\ �\ \ / \ �
8" Gate Valve I \ �' \� 145.03 LF - 8" SDRZZ - 1.41
I s1 I - - -- PVC Q 1.60% Opel
,• PVC Q
asm srz,¢ I PVC 0.50%
V ���� III I ' zcc, , u •V '�/ Menhole 123 (48" MH)
�z ,( \ (_A) 1 NCDOT Std. 840.52
IF-
I �. �` /,� \ STA. 19+93.16, 0.00 StoilBbriar Ave.\\\ \
_
II a t. v +' RIM 234.94
\ �\ \\ `\ �\ \ I I ,a«oozu \ �,` \ ,INV 8' OUTINV 8- IN 224.304.50 2§TA el
y \ ,ow - ,,.ems , w `-\ LLJJ
ex zu.w ,an"x, +zasc + s , w ,aro. ,zwa.m ,e«,o ✓ \ \ \ \\ _� 45'B \ /
I �\ mna zn�e ,a 4 � ` / /i \ \ ������ �.4A
� V STA. 86
I 10+50.93, 26-5 RC wrz zxae ss , \\ \ \ J / / \ 1
_ / 21+92.65, 20.0 Rt ( I 1 \
\ \ I I Sto rlydra Ave. I \ I I 4 \ \ \ I!1
\ V \ I I Fire Hydrant Assembly 1 I Manhole 124 (48"� H) ��4 ��nB�Tee wlBlocking �•
\!\ 1} I I I I Stonebriar Ave. I h,
y I IIQa Flange Elev. 251.67 Q� I 91 s, NCDOT Std. 840.52 ,� I I I ' m
I \ 8' x 6" Tee w/Blockin II Fire H reM Assembl n \ 0 (' , ' NC89T 120 (40. 2 \ I O \
� 1 - 9 _ 1 L - � Yd Y L\ � j, STA 18+40.53 Stone.. Ave. __ 18+87.40, 26.5 Rt � �� �' ,\� + . • � � FUTU R / -- -/
\ \- - IRO 6� I � +/ -` t Flange Elev. 244.24 r / � NC T Std. 840.52 ..
8" x 6" Tee wBlocking STA -0+00.02 SS Lots 16-17 Stonebriar Ave.- / / \ \ \ /
�\ \ ) 10+29.20, 20.0 Rt 21+62.65, 20.0 Rt ' STA 22+12.65 Stonebriar Ave. _ \ \ CO MER I14L ` ■ 1 1 /
\ I III RIM 237.54 FireH Hydrant Assembly \ ;1
Stonebriar Ave, y y +y, 'STA 10+00.00 Pendleton St. \ \ \ "1 "
Manhole 126 48' MH Stonebriar Ave. $
( ) I INV 8 IN 228.00 (125)- Flange Elev. 237.55 TRIM 231.27 \\ �
\ rBlowoff Hydrant Assembly NCDOT Std. 840.52 _ 8" Gate Valve ,o \\ \ D ELOP ENT ._ \
\\ \ \ ` III I I INV 4 IN 228.33 (C038) �, 8" x 6" Tee w/elocking __ , INV 8 IN 221.40 121 1 \
8" MJ Plu wBlOcId 1 6 \\\i t ) \ ❑
9 n9 1 rSTA. 12+03'18, 0.00 Stonebriar Ave. I INV 8 IN 228.00 (128) 1" 1 - ' \ �� / \ 1
(Temporary End of Water Main) I RIM 248.38 13+02.84, 26.5 Rt i 1� 10+50.00, 20.0 Rt \ INV 8 IN 221.40 (123)
14+42.99, 20.0 Rt INV 8 OUT 227.00 Pendleton St. 4. ' INV 8 OUT 221.20 I I I INV 8" IN 240.57 127 - Pendleton I. \ \
J \ I t ) Pendleton St.' l '�-' I (Fire H drent Assemb I ® 8" Gate Valve) \ /
S I Manhole 127 (48" MH) I\, I INV 8' OUT 40.37 TEMPORARY 8" PLUG W/ I y h �,
840.52 J \, L -I , ` - J 2" BLOWOFF ASSEMBLY-.� J Flange Elev. 238.86 115.91 LF - 8" SDR-26� \\ \\ /
1 `\\\\--- \ I STA. 10-M 00, 0.00 Stonebriar Ave. / ( )= 8" x 6" T w/Blodcin g I PVC @ 2.90°/.
\ •� ,�J I� FUTURE 8" Water Main Extension
1\\l�'I �7NV 8" OUT- _ (In 5' Util' Easement 1 �J • �. � � � \ \e \�\ \ \ -� I / \ \ \ \
INV 8=OU1.50 I _�-�-_�--�-,,��_- \ \ \ \ I I\ mr===--=s - r ./ , Manhole1d. 840.52
� � \ NCDOT Std. 840.52 \ \ \ I I
\ \\\ \ 9 \ - - R • i. ,N, , z , .+�, J' / STA. 24+30.45, 0.00 Stonetxlar Ave.
\ \ \ I\ , re ,z.,, .�
_ _
I \ / RIM IN 217.40
\ \ ( !
\ \�\ ,� 1 11 r - -I - �"L ^ zss\ ,e az as.os / \
I \ N \ \ �`1 r-� I - \ : �� \, \I - I / $ �z` INV WIN T 216 (120)
\ 13+74.00, 20.0 Rt a Manhole 121 (48" MH)
\ a' s / 60, sir \ - , INV 8' OUT 216.57
I' I I I'\ �I I �.� I� Pendleton St. 6x.� I I ��� I ,11 1:z%^� NCDOT Std. 840.52''.1 �.® \ / 'y� / \ 1 ��,a AVAA\ \V�� „1, �.,j� %}.
i/ " �) 1 �\ ` \ 26+10.00, 20.0 Rt I �+4tYlo�`i'O Z�
I \ I I \ I C \ Manhole 122 (48" MH) \ STA. 11+05.26, 0.00 Pendleton St. 104 g3 LF - 8' SDR-26 / (� \ , ' / I
-1 L J L J J NCDOT Std. 840.521t} �y RIM 233.84PVCt \Stonebriar Ave.
I - ( ) - @3.1%,/ q\ \ ��8"x8'Tee w/Bklcki
STA. 12+22.38, 0.00 Pendleton St. l , INV 8" IN 225.13 122 \ i 4. , \ \ I
RIM 236.48 _r INV 8" OU_T 225.08 22+74.80, 26.5 Rt .. 9,rR .3
\ \ INV 8" IN 228.54 (122A) I Stonebriar Ave. �O •�
Y Fire Hydrant Assembl `
INV 8" OUT 2281.49- rI - - 12+47.75, 20.0 Rt- Y 25+77.50, 20.0 Rt - ,� / '
LEGEND
` \ Flange Elev. 230.86 , , , 26+84.1 \ \\ t \ \
- Brentmoor Dr. 8" x 6 Tee w/Blocking Stonebnar Ave. � a / / Stonebriar Ave.
TEMPORARY 8" PLUG W/ ;, \ + I 8" Gate Valve • ' ' , Fire H rent Assembl '
(;. 9202 LF . I • • Y\ I I {
2" BLOWOFF ASSEMBLY Y Flange Elev. 224.24 I
-� �_ ( ) PVC 3.59% ,/V
J �.� L 'L r, , 8" x 6" Tee w/Blocking
�-� CATCH BASIN WITH STORM DRAIN � Future 8" Water Main Extension � ,- � 9 \
B ENTM Oft
i Manhole 113 (48' MH)
. DROP INLET " �_- -_ _ e - _ _ __ _ __ _ _ _ NCDOT Std. 840.52
o o h-- \ -� STA 7+04.86 Bedford Dr.
Manhole 118 (48' MH)
Q STA 28+g1.38 Stonebriar Ave. \
NCDOT Std. 840.52= - . 2 +Q RIM 225.00
• WATER METER hT STA. 12+00.00, 0.00 Brentmoor Dr. - , „ r3 I INV 8 OUT 213.00 ` O
RIM 228.89 Manhole 117 (48" MH) , N S \ 1 • \ i �, 1 G
r INV 8' OUT 220.00 NCDOT Std. 840.52
I 1 11 6._\ I STA. 11+07.94, 0.00 Brentmoor Dr. I i \ • f I
FIRE HYDRDANT ASSEMBLY /z.� RIM 226.54
'F I II f�\ 1 INV 8" IN 216.70 (wye 212)
- J L� L - 1 L - L IN\JOL T 107.74 LF - 8" SDR-22
♦ BLOCKING
--� �- -- � ^� � PVC@2.72%
N GATE VALVE�nh \, � - �
Manhole 115 (48" MH)
W \ -i,.. (STA. 11+08.28, 0.00 BedfordNCDOT Sid. Dr..
BLOW OFF ASSEMBLY I (�,, - RIM 229.68 V I ��
I I I - "j 1
L J _ INV 8" OUT 223.00 J; - L�`� I N Manfole - (48' MHj • , I I I I/ I I I \g i I I I I
B' DF D D E 11 vNCDDT Sm.840.52 s1 I I 1
SANITARY CLEANOUT _ _ STA 14+51.41 Sewer OuHall 117
7 \\STA 7+04.86BedfordDr.
• SANITARY SEWER MANHOLE y i = � ' ' \ \ \RNV 8I•212.20 (113)
INV 1 ( � I I I✓ /
r _y LI I� 1
• 1� 1 - - - + I I I \ \� & ` \ \. ' �4 Manhole 114 (60" MH)
SANITARY SEWER JUNCTION BOX r i NCDOT Std. 840.52 N✓?� I � I
100 50 0 100 200 300 III - - Z Manhole 110 (60" MH) F- \ \ / �� \ I III I ! I I
w ( NCDOT Std. 840.52 V \p $ \\ { i \ "(with Inside Drop (NS) I \
W W - WATER MAIN / I f _ 1 taz \
SCALE 1 " 100' I I I 2L STA (with 1nside Drop 53 StonebriaCrAve), I / \ STA 29+35.25 Stonebriar Ave. =
z {J
\ \\ �\. RIM 9+662. 7 Bedford Dr. � \\ �\"
STA 14+51.41 Sewer°t2 R M
SANITARY SEWER MAIN 26.90 \ �+� -\ INV 8 IN 219.00 (115)
7 _I, - INV 8 IN 211.17 (114) -\ \� ' \ INV 81N 212.00 (116) -z
oC
/ INV 41N 221.30(CO434) I l \� \ ,''�, INV 8OUT 211.95 / / 7-I
_INV BOUT 211.12�
FM FM FORCE MAIN 1 i /� \Q \ \\ /.' I \ \ CY \ ®1 l j, 11
4ot
FT. BRAGG
RESERVATION
SITE
S.R.
VICINITY MAP
TS
O
N
O
c
0.�
IaaThrtiaoaiee
L0
O
CD0)
NN ,�LO ,^^ ''^^
W
Q V 4 O
O M N I U-
LO � r
M x •; rn
m CO!r
r O (Q -C 0
-au_a:1
9
d
scale
r'=10a
Field Book No.
4 DF 36
Utility Plan (Overall B)

-�. _ j!. ....-s``'--�. '77.'` .`/. 'L: /♦/ /� ! I I I 11 �: 1 / /.--%/ L1 �" �/ � IZ�II
//
/ . . . . .'• .Ila
- - � L\, I. Y �g� /i / STAt6+17.77,u88djgd Dr.
.. /.'I
y ` - / TOP OGRAT�'128.�
INV 15•GUT 223.60
/ -'.` �/ / _ StO. 4920 % % %' i ' 1r _ �I CB-118 'I ssea-s
`. `.``` f I _ \1 �STA.2D+86.69,RISbrleblier Ave. FRCP 3-1
0 5 5 \ e TOP OF GRATE 2Z4.as
jQ''� I
/ .`� .`. `. / .`.�-- l l / �� 3s MVISIN221.79
• / / Vf / ] ' CB-116 INV IS OUT 72t79
`.. / i / I STA33+16.12, Rt SlmebierAvti{
j ! ,yam / / f / i I TOP OF GRATE 225.8,
f � R / .._ :��°lid / VR� -- --.�°'INvtsourz2zs3
:r
Gr _
III •
r�
1 A
�i�1�1, � �
I .Ij
'TIC•
• , •
_
' - • J
/-`-'-'•'/ / / 1' - / 1p0' / 78 i swce�re-'etz0 _y OF G5R00 ATEu239rebnerAve.•
/ oo / f 77 A _ 2 srawt000e.aromD. 1♦-
�/ -, 1 / • %/ ji cetofi 76 ca„7 9a.oa-ae z6ar 1s TOPOF 2ua5
�/ i ✓' / / // // % STA 10+51.54. RI McDou9eW / " .1�0 / I RCP�1.01%. ISOUT 221M . INV42�0UT 218.22
� ST .B7�SbnebierAge RCP�0.70%- __ INV
RCP 7. 2E9E
• / / i I_ �/ // //; % / - TOPOFGRATE 213.04 1 =� 1 _ - TOP GRATE 38.08'-18• /� \ 1 .. `.�. /
`-- -' INV IS IN 20933 I C&714 28.83'-1S 26b7-15' 1 /
• , - - - / .. -- / / / /% / / i 1 STA 35+56.- Rt Sbnebnar Ave. RCP 1.88%� aw+r�"°°B° INV 1S IN 221.SCRCP 7.52%/
�/ _ 9 .. • / i INV 15.OUT 2D9.33 -�
74� TOP OF GRATE 221.74 _ -- INV 7B�Tzz1.2s J&1z1 ovERS�D .�� •��.-.` /
/ `II\�,UITOUT218.35 STA 29H8.POF GplTE2Ave. �• ••
f �� ( / 26.83'-1.8 �- TOP INV IF IN 225.67
CB-112 RCP�1.86% -�- _ 226 INV
' ..__ .'•/�_ ./ic j / //
STA 38+11.06, Rt Slonebrier Ave.
( 53.04•-1S ✓ TOP OF GRATE 217.40 / �- INVWOUi214.00 _'-��•-.�i ���s'`� / / / / /
26.83' RCP 1
.79% INV IS OUT 213.91 -- CB-115 �� / •`CB-t23 -'` / / / //
1S RCP p \ ! (`/ / . , .x - - - STA. 33+16.12, Lt Sbnebriar Ave. /
I \ / STA. 8+18.00, Rt Bedford Dr.-
1.88% CB-109 - m CB-113 �_ TOP OF GRATE 225.62 _ TOP GRATE 225.59'
I jp 71, STA 40+3420. RI SOonedar Ave. STA 35.58.04. LtSbnepier Ave. '� `INV 15•IN,7,21.83
-/ / T TOP OF IWINGRATE 21.2273.6t / TOP OF GRATE 221.74 INV 1SOf(1'219.83
/ �1882 , `/' / 1 C67Dr-
041115' IN 21026 / %
} STA 10+49.80, Lt McOapald Dr. INV IS OUT 210.211 / - INV 1S OUTIN 21 5
/ / \ {, /- / �� CB-111 INV tY OUT 215.I5 _I • , / / -_/ / /
�_=•• I / BORE 1, TOP OFF GRATE 2INV ITIN �04 -r x1 _ i
/ f INV1.S'OUT206.63 ! RCP@0.75% _ STA. 38+17.08, Lt Sloneblrer Ave. 1 Struclore-(809)OVERSIZED / // / //
TOP OF GRATE4l940 - 1srA9to.eo,LtBemaao.:
INV S IN 213.41 CS-125
- TOP OFGRATE 213.65 /
' `• ( < /�� / /\ / /.. +^•� INV IS OUT 211.41 STA. B+OD.00, Rt Bedford Dr.
RC 5126'-IF J »'^•� ( [Wis.W48'IN21368 /
1 \\ , / I ` % x ♦ / x. I ] CB-170 %�J •/ INV 48' j / ` \ TOP OF 227.58� /
t INV
N213.69 INVISOUT224.35
+�� \ 41-31.26, Rt Sbnabriar Ave. STA.40+34.20, Lt Stoneinler Ave. m •' •' `' • / /
\ x y \ \ J TOP OF GRATE 211.97 TOP OF GRATE 213.93
'-�.•. .• \ \ I 1 I I \ INV IS IN 208.12 / INV ISOUT 210.48 -= '` ````-`•``•�••` I / y/ / / J// // / 72.75-15'RCP Q0.89%
INV IF OUT 208.
3T-7SRCP .-. - �� N /
/ 123•q
36X1 /
/ ��� ♦ av' @2.75%:'.`.'�`• C&tYl OVERSIZED / \ /
brig GRATE
\- ` • ` \ \ \ \ STA. 47+55.83. U Starledier Ave. ) - 1- / //- - _ __ • TOP OF GRATE 225.82
\ \ \ \ I TOP OF GRATE 211.54 \�i l / /� - JB-105 __ I ) INV 48' IN 213.03 \\ \ _
/ i • /INV IF IN 207.12 /% / / _ �� / INV ISIN 222.24 \ STA. 4+132% Rt Bedford Dr. STA 18+12.58, STRM -48 b Oulfa9 INV 16' IN 221.79 \ \
INV 15.OUT207.00 / // / TOP OF GRATE 217.75 - �� I INVVIOUT 221.79 \\ \ �. TOP OF GRATE 230.12
• \ \ \ r ( �_ \ INV 48-IN 2o6.83 \ \ INVIYOUT226.70
_\`. •'•_' _ \ \I / ! \\ I I I �.,_ / •` / / / / \ Y OUT 206.93 J&106 216
INV 4INVIS IN%19.611
• / / STA STRM-48b Oulfe9 OF DRAT
TOP OF GRATE 21800 _
INV 48' IN ZOB.98
\ •x� I STA. 43+33.28, U Storlegier Ave. 2y _ . i��j ii J&104 / % --- '� \ INV 15' IN 212,74 \ \ \ _
`•�`.•``.•.'.'.: �.: •.� \\ \ \ \ < \ �\ I \ TOP OF GRATE 208.54 _ /j -,�/ --/STA. 15+81.64, STRM-48MOulfall J` \ INV 48. OUT 209.99 =-/ Bedford
Dr. \ T&W-1S RCP @0.95%
\ \ \ INV 15'OUT 2D4.03 /. TOP OF GRATE 217.00 STA. 6+00.00, Lt BorMDrd Dr.
/ INV 48'IN 204.17 -� -_ TOP OF 15"INkTE 227.88 _-
-`\ _ \ \ \ \ •\ / CB-102 �� ` • - 7/ / / INV 15' O 206.9E ( \ \ ) / INV t5' IN 223.80
f INV 4Y OUT 204.17 -'•1` �/ - INV'OIN 223.20
• M. 777 StunaMiar Ave. � � /J ` / � JB-103 � � \ \ \ � /- INV 7S OUT 229.20 \
• \ \ N \ TOP OF GRATE 207.50 •/ // / / /
M.66`' / / r / STA 1F GRATE
211.75 Bin Oulfell �/
ISO T203. /. TOP OF GRATE 21115
111 ♦{ \ o '--� INv is otJT z03.65 /INV48-IN202.1a
\ \\ \ \ \ • `�- \ \ \� yBe�`/i �/ /// / / / INV 48'OUi 202.78 / / \ �� \ / \ .__ C&128 . "CU-129 '
$ STA OF GRATE
RI 32.64tl Dr.
1 $ 50.W-48-RCP 1.20% / , STA M132$Lt BetlkNUr.
9 TOP OF GRATE 232.B4
/ -\ TOP OF GRATE 230.12
- STA. STRM-48 in OlMall ( INV15•IN226.00 /
. ` '•/ I I / \ \ \ / -� \� INV IS IN 226.00 � ^JINv 7SOUT 22925
/ TOP OF GRATE 20925
•` \-`• - /- 6 7S\ `,l• / INV 4S IN 200.19 - -'`� -�.
- I%4. 7� 1 , i '/ /�� INV IYIN 203.00 INV 18'olfT715.7s
\\ j •-. ..' \ \\\ \ , / / / / �\ \\ --`-•- -//j '`/'/ INV 48'OUT 200.19
\ \.\ `-` `-`•`'` \ \ \ \ j / ( 1880/ �_ \ ' STA IWW.00. STRM-48
_ •. �_ _ A`\V TOP OF GRATE 201.50 )/ ,
\ \ .INV 15'IN 198.50 J&101A / / �) i / \ / �\ r \ \ Crd Dr. 73.83'-1Y RCP t.02% /
_ / INV 48- IN 19724 /STA 11+29.70, STRM -48 in Ou6e0 ! 1 STA 2+50.OD, Lt BxBoN Dr. /
\ \ \ . \\ \ \ \ \ ` \\ 1,` 'INV48-GUT 194.10 --, I / \ -\ \ \ (/ \ - f �_ TOP OF GRATE 232.B4'�
\{ \1 �Ir I \ '40l{ 'TOP OF GRATE 20625 , / \ l / -� / / INV 1S IN 228.50
'\ - F'•'•`• , ` �-/ • '\ �: ` ; INV 48- IN 198.28 / .°woias \ / / -
y, ^ NV IS OUT 228.50
1 �--t
\V\ AAA\� �- �.�✓. _ .. �� V / w X�i/���l�
\'y � \ --��r f.p�'��^ �� / � � � \ _ � -�� f lei- � � �_�-�^-' /' /�///j /�� / // /� - - /✓
_Z_-
�10
0
Y LEGEND
•� I
IRAEFORD
FT. BRAGG
RESERVATION
SITE
'4W. 401 �80
U
CATCH BASIN WITH STORM DRAIN \
■ DROP INLET
r, WATER METER
FIRE HYDRDANT ASSEMBLY
A BLOCKING
� N
N
til N GATE VALVE
S.R. 1406 ,.,........
W BLOW OFF ASSEMBLY
SANITARY CLEANOUT
SR 7001 • SANITARY SEWER MANHOLE
• SANITARY SEWER JUNCTION BOX
-W-W- WATER MAIN
VICINITY MAP
NTS
ROBESON
COUNTY
SANITARY SEWER MAIN
NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS,
3. ALL IMPERVIOUS AREA TO BE DIRECTED BACK OUT TO STREET - TYPICAL ALL LOTS
4. SEE SHEET 32 FOR TYPICAL STREET SECTIONS.
5. SEE SHEETS 10 thru 24 FOR PLAN AND PROFILE.
6. SEE SHEETS 25 FOR WET DETENTION BASIN DETAILS.
7. SEE SHEETS 7 thru 9 FOR EROSION CONTROL PLAN AND DETAILS.
SGrJG��oa02_
1 so
2/4 I-ZCI.9r-
"All construction to be in accordance with current
applicable Hoke County, North Carolina Department of
Transportation (NCDOT) and/or Fayetteville Public Works
Commission (PWC) Standards and Specifications."
drawn by
BGB
checked
JMKjr
reviewed
JMKjr
date
April2013
job no.
06-2291-04
N
d
161
O
z
O } �
N m
N C
z P, Up
C/1 W '> 0
O
2
W
1:4_4 0 D-
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7
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... dry
N
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00
0Cn00i
0 N _
M X 'j k
m m C C
�0 ca.c.�
U_a.
V_
Q
W
41✓
w
scale
V = 100•
Field Book No.
7920
SHEET
5 OF 36
FM FM FORCE MAIN
SCALE 1' - 100'
Grading and Drainage Plar

U.S.
IRAEFORD
I
I ,
% 991
,
LSL
COLONIAL CHARTER
SUBDIVISION
29L
69L
KINLAW
DEVELOPMENT CO.
494660101151
D.B. 359, PG. 740
Fr. BRAGG
RESERVATION
S.R.
1N3YaIdOl3A30 �I
1 11 \ - PARKER- / / /-WAYgIDE / / \ \ / 3anJn=I
/ _ \.._ 494660101023 \ \ \
--49410102Z_ _- _ _ - f / \ \
D.6�964; PG. 971 / / \ D.B 79, PG. 310
II � \ _ �) �� / i - 1 / , \ / _ A A f CARROLL �� A \ \ f ' V
III _ RENTALS
- I-I_7 f /I 494660'1t"24�
ram. r _ - \ D.B. 54�, PG. 428
MINI STORAGf� �
1494660101020
719 PG. 808
I u \ e�
�(� I FUTURE DEVELOPMENT ` J (I >t - J �__ �_�Irrdorl�N
_ _= NOVY NBA
_ __ �_ -_ =C6 \
STA.2+85.94,Lt SS Lob16-17 -� \� /
JB 1486 TO OF GRATE 239.67
� /
B I _ - _?at+sa.4o,ussL _--=INv3Yourza3.o3 I' \\\ \\ j ~\ �. LEO�� RDT
II roPorCRATE232.38 _ �v i V J \ 49466010'10118 j
\`. \ \ �7 r\ Q W08-148
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�\�\i \�� F \ �` �I Ili IT = �� r INvao olrz3z.3e �.o RCPB1`18A i / `` \I \� �\ D/B. 274/PG. 25� \
I I ,f7
I I r STA. 14+06.00, Lt stonedler Ave (� '_ CB 748D STA. 18+30.53. USEmeb Ava. //' _STw� .96, Lt SS Lola 16-1]
It
TO OF GRATE?M.38 STA. 1]+87.14,PoBedhrd b.= _ TOP OF GRATE 237.22
is N233.8, t ��� 'TOP GRATE
p �I INV 15'IN 141.08 TOP OF GRATE 241.78 �� '30 �IN23228 ��
INV 15'IN 24:08 _ INV 1b'IN 238.04INVN T:85� I./ INV 30'OUT 232.28 C&14W
\ INV 30'IN 231.&5i
-INV 1s OlTT 240.83 -- - INV 1s IN 237.26 - '�',�; ',' STA 18+9B.03, U SterreMier Ave.' \ \,
INV 18'OUr 237.26 �- INV 30'OUT 237.85
. , 94v 30' IN 230.95: GRATE 236.09
II\ III \ \ , , --{ lw30'OUT
II sra 11+91. P F GRATE
s Ave.
II TOP O GRATE 7.99 \ °
I INV ts' IN 24422 1° Q - INV1s OUT 244.72 70.3T-30'
I ❑- (\ I} 1 \ \ I� ` I \\
I� I III L 26.83� 15\� \ - `J 1 �� ; % / \\ \\ \ \ \\ \ \\ \ \ /- -\ '/ /
ill+/\- acP@1.01% \ \ RCP�1.01%_ ,z1.6r-3Y \� ' \cq or�e\\\\ \\\\ \ \ _1 / / \\ \ ♦I �,�il
1 1\RCP (� 1.60% 1� \ v ' �lA, 20+14.91, Lt SlenebdarAve. / 8
- TOP OF GRATE 234.12 \ �� '�
NV 30' IN 229.00
_ M1V 15' IN 230A7 j( \
INV30.OL 229.W
I (I CB-153 _ 28.63'-IS- i / V vV A \AAA
II II STA.1,+91.87,PoS,onebiar Ave. I 1 28.83'-15' RCpPG1.01% I A 1 _ , !� '` '�'�•
TOP OF GRATE 248.07 I I ( I I I �\ RO@t.01%� \ MIMIOVERSIZEO
iI INV 15,OUT Z44.99 1 II II I RCP 1.88% TOP OGRATE 231SonabdarAve. \� O ® I I ,O it,\ BREEWO�D OF \ -
- x INV IN 228.32
INV 30•IN 226.28
I II giil L - y t\ \ RCP�e.99% \ •', �INVWODr226z6 \ \ �_ FAYE EVIL E, LLC/ / \
� 4*46601�1004 -
1 /I
S
II ierA". r1 CB-145 731, G.17 1 /
1 r sra 14+ TOP F StontGRATE
rler Ave. I
I II 1 I Imo - TOP O GRATE 241.35 1 STA. 77+97.14. RI Beefo� Dr. \ '" CB-149 _ C8-147 _ STA 2,+83.00, RI Slorebriar Ave \ !('°
l INV 1Y OUT 241.35 1 TOP O GRATE 247.33 STA 78+30.53, at Slanedier Ave. sTA 20H4.91, Rf Storrebrier Ava. TOP OF GRATE 237.60\
(wl \(a c �\ INV WOUT 238.33 TOP OF GRATE 237.22 \ TOP OF GRATE 234.,0-_ INV,5'Ol1r 728.80 / \\. •\.'. \ CB-1000VERSIZEO \ \ \ I I(
I III I C ( (l I I (z (1 INV WOUT 234.22 INV 1s OUi 230.97 26.83'-ts l /\ \ \ STA 22+85.00, U SbnebWA"_
��� 1 p RCP t.88% TOP OF GRATE 22954 \ \\
CB-,43C I C ,,�j ,�.' .INV ZV IN 225.37 \ )
g I _ �' CB ,42E J STA 12+5,.85. R Pe M e4on SC CB 143 ' e V NV 30 IN 224 38 \ \ \
` ` - J 5TA. 14+53.65. RI Penelebn SL TOP OF GRATE 236.50 L STA 10+51.50, Rt Pendleton 8t. ��' �'�, INV WOUT 223.86
\ \_ �_ P NDLETO S�fiEET' TOP OF GRATE240.88 INV 1Y OlR 23380- TOP OF GRATE 231.88 "� �'-\• ( `\
-- - -- _ _ INVIYOUT237.884- \ 27.8T-t5'RCP�7.00% INV 15'OUT 229.00� \\\.. /\ \ `
___-- ---� _ \ ' CB.t38AOVERSIZED \ \ I \
o p M STA 23+82DO, U SWrAbrfarAve.
yip -- _8-== _ 2884' T4'/RCP 2.79% J jI
rnI �' 'lop -I _==r _ 10. -18 2.0 /\p\ ��1�'\\ITOP NV Sir
FIGRATE N 221.997t/70
/ - - CB-142B RCP�2.89% w \\ \\\ \ i'i \ INV 3s OUT221.99
9 \ \ \ 28.70'- s RCP L01% CB-142D STA 12H 1.65. Lt Pendleton St CB-142A r "\ • �' • . \\ \\\ \ / �� \ \ \ / \ \
STA 14+53.0. Lt Pe dlelpn SL TOP O GRATE 236.31 STA. 11+14 03. L
\ TOP OF GRATE 233A4
�� �� TOP OF GRATE 240IS - t !�r NV 18'IN 232.75\F INV 24'IN 719.46 � \\
INV 1s IN Al237, I INV 15-IN 233.62 / NV tYOlT 237.16 NV 24'OUT 229.98
INV 24.OUT 23225 \
CB-141 RCP�1.35%, �$138
STA. 22+75A0, PoStarebdar Ave. - SL'1�24+84Dp, Lt Strmedfer Ava.
C6442 1 TOP OF GNATE 729.70 A A
TOP (r GRATE 226.15
INV 24' IN Y16.1] / \
L _ LSTA,0+5, W. Lt Pendleton St ,� \INV 38'IN 710.72 ��AVA / 66-128
/ TOP OF GRATE 231.86 INV 29'Ol1T 226.1] i \ INV 15'Ni 222.40 \ \ STA 2+50 W, fa BerBord Dr. ' \
INV IS IN 228.50 ', n C8-139 )) INV 4Z'OUr 22D.22 \ �i I l TOP OF GRATE 23264
}+�-� L � '1 V 24• IN 227.87 .6 STA. 2A+84 CO. Po Slonebnw Ave.- / ' / , \ �\\ \ \ ( _ INV 1s OUT 22B25
_ -- i -/ _ r INV W OUT 227.81 1 TO OF GRATE 226.15 / O/ -�' / . ` 0 1 \ \ I '\ \ \
133.39'-4T RCP V � �
_ INV 75'OUr 712.80 / ® \ 17 d„
FUTURE DEVELOPMENT I, �\ (\ h � \�' 26B7 15 (' 1'1 , 1,'t \\\\ \
t CB-135 RCP�,A9%- CB-136 V A 79.83'-1S RCP095%
I 111 73.83'-1Y RCP 1.02% 7
u I (l Cis I 1�' I�� I Pay 111y+l STA 7M53P OF
224.7. � STA. FGRAT 22392 brier Ava.. I \ \ _ � �c, M. 4
Y TOP OF GRATE 224.70 TOP OF GRATE 223.92
/(J 1\" CB-139C INV 1s OUT 221.70 INV 4T IN 21822 ' ', � I � I CB-127 I W f /
J L - J L L J 5T0.73+17.48. RF Branbrwrx Dr. L -ice, .III ( I I INV 42'OUr218.22 '' V 1 STA 4+1320, RlBaeae Dr. \ / S /
TOP OF GRATE 231.10 28.79-1Y -8 -t5• ' I 1',' \ TOP O GRATE 230.12
NTM R D E INV is OUT 2262a RCP Dse% RCP�1.01%
'1�'� INV 15'OUr 226.70
_ _ _ _ _ RCP 1.53% 132A DBL OVER I
STA. 28+79.74, IS SbnaMlr Ave. --f
+ TOP OF GRATE 223.09 1 y t X
4'DO. INV 42-IN 21722 ` 1. 1 \\ \\ \ \ /..
4\ !� 72.TY-15'RCP 0.89% f
INV 27722 CB-125\ � s / CB-1� I
CB-134A I• STA.
STA. 6+00.00,Rto"Bonl Dr. W ` STA 2+50.00. Lt Bedford Dr. !^
\ STA. 13+11.49 Lt Breneneor Dr. T'� \ , MOP GRATE 227.58 TOP OF GRATE 232.64
TOP OF GRATE 231.70- STA 11 OP Lt Brenerwor (k. 1 W \ 1 \ , INV 1s OUT 224.35. \ \ \ INV 15• IN 228.60 I 11 I I INV 15 1N 226.09 - TOP O GRATE 227.01 .G ' ` , \ / /
INV 24.OUT 228.09 \ INV 24'IN 2220D1 '` `28.83'-2A' ,� 4 \ \ �, ,+ \ \ �� INV ,s C%7T 228.50
INV br OUT 222 00 RCP @ 5.11% t
v 11A 6�I111111� (. ( ( U- ,S CB-123 \ V a,
. \ 5498'-24'RCP 0.83% STA. 8+,800,Po Beerpe a. CB-126
LEGEND V \ V \ �' TOPOFG TE225.59 1 ' STA 4+73 23, Lt Bedford
L '= I L - J L - �\ L \� \I, t i Sha9+10.0,2) . INVSGU 22.5, �.. / TO OF GRAZE230.12
L , / \
STA 9+t0.00. Rt Bedford Dr.
NV tY IN 226.00
.00
CATCH BASIN WITH STORM DRAIN -_ T FUTURE DEVELOPMENT - \ \ \ i nlO ?III 50 \ , \� INV WOUT 225.75
. CB-133 DOUBLE I /If
�\ i STA. 26+85.25, Po Stonabriar Ava. �; I� RCP ®101%
■ DROP INLET \ \ TOP OF GRATE 2z3 o9 O I /,
I �' I °�' III (`�"-'�V ( I I l INV 24•IN 219.88 I 2882'-1Y -� C&124
/, INV 15' IN 22010 � \ RCP 1.01% STA 6+00.00, U Bedford d.
�\ I INV 24'OUT 219.B0 / TOF°O GRATE 227.58 I I�
-I I_,. \� - \ L� -1 L _�I I + ,III CB-120 22935 h ' O
WATER METER 60
BED D �, 1 STA. 10+17.77, Rt Bedford Dr. \�\\ l INV INV W WOUT
_ r_ - TOP OF GRATE 227.78 g40D-q8• CB-1220VERSIIID (V
-' _INV ,5'OLR 224.70
_ _ rra-� RCP � 0.70%\ \ STA B+,6.00, U Bedford Dr.
FIRE HYDRDANT ASSEMBLY �- 1 �l 0 7� \ S=mre-(eD9)OVERs�o \TOP OF GRATE 225.Bz /_ I I I
H _ I \- I�- .83' 15' RCP ® .72% TO OFtGRATE 224.85 BedTwd Dr. \ \ 1Y IN INV W IN 272279 /� ( / / / \ 1, I I I I �I I ✓ ' /
RCP a1.88% % _ \ \ INV 4Y IN 213.69 \ MIV,B'IN 221.79
_ \ \ i8IN 22' 2\9v4s our zlao3
♦ BLOCKING IV
NsOT,3. 69
sra 10+17A, Lt Bedford Dr.- - 53.8M-7S \
Q N GATE VALVE I I / TOP IWG S IN 23.6�0 \ RCP 3.38% \{^q) \ RCP 1.52% \l\ \
i INV 1s OUT 223.600 'c STA. 29+8881,4SIoneMiar Ava. \ \ \ \ \
1¢9}
TOP 29 GRATE 224.95 • \ ` \ j I / I
'�J
1 \ / ' INV 15'IN 221.50 . J&,21 OVERSIZED \ \ I -I
P� H�+o1 io w ( /'' 1� 111 i , - j� \ I�4 \ -
1 lsourzzl.zs STA 29r46.g7,U5tonebrlarAw.
BLOW OFF ASSEMBLY ( _(_ 1 111 i
- - TOP O GRATE 225.10
26.83 -15' \. '�MVIY IN220.6] �/j
\ 1 -,1- �F _I�- ' RCP @1.08% � \\ • ._INVWOUT4.51 _ \/ / \/�
:�' 111 U \ cB-118 \ \ / ,t INv 48•oUT z,4.00 /
FUTURE DEVELOPMENT sT^'2s 66OPOFGRATEZZ495 � /
SANITARY CLEANOUT / I J ,f , 11 \ TOP OF GRATE 221:79
% - 1 INV 7s IN 227.79 \y l:l\\ ,,
/ !\ �� INV WOUT 221.79 `( \/ /�
� N
N
L 1406 ,........... •
SITE
VICINITY MAP
NTS
BESON
COUNTY
SANITARY SEWER MANHOLE
SANITARY SEWER JUNCTION BOX
w W - WATER MAIN
FM FM
SANITARY SEWER MAIN
FORCE MAIN
I
NOTES:
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
3. ALL IMPERVIOUS AREA TO BE DIRECTED BACK OUT TO STREET - TYPICAL ALL LOTS
4. SEE SHEET 32 FOR TYPICAL STREET SECTIONS.
5. SEE SHEETS 10 thru 24 FOR PLAN AND PROFILE.
6. SEE SHEETS 25 FOR WET DETENTION BASIN DETAILS.
7. SEE SHEETS 7 thru 9 FOR EROSION CONTROL PLAN AND DETAILS.
wa"14ozo2-
G df .36
(arm) me
"AIL construction to be in accordance with current
applicable Hoke County, North Carolina Department of
Transportation (NCDOT) and/or Fayetteville Public Works
Commission (PWC) Standards and Specifications."
100 50 0 100 -_ 20030
drawn by
BGB
checked
JMKjr
reviewed
JMKjr
date
April2013
job no.
06-2291-04
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scale
Field Book No.
6 OF 36
SCALE 1• = 100'
Grading and Drainage Plan

NOTES: y� 7 \ \; \• D 12 \ V ` y drawn by BGB
1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
BEGINNINGCONSTRUCTION. - checked JMKjr
@@ _ __ _'_-� \ - -
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND \� I I' - l
All construction to be to accordance with current
SPECIFICATIONS. 1 _ -r \ reviewed JMK'r
1
applicable Hoke County, North Carolina Department of 3. ALL IMPERVIOUS AREA TO BE DIRECTED BACK OUT TO STREET -TYPICAL ALL LOTS date April 2013
4. SEE SHEET 32 FOR TYPICAL STREET SECTIONS. -
Transportation (NCDOT) and/or Fayetteville Public Works = I I __ j
5. SEE SHEETS 10 thru 24 FOR PLAN AND PROFILE. job no. 06-2291-04
Commission (PWC) Standards and Specifications." 6. SEE SHEETS 25 FOR WET DETENTION BASIN DETAILS. I ' I ' \ l / -'; _-� \ _ _ -�� 11 -�
7. SEE SHEETS 7 thru 9 FOR EROSION CONTROL PLAN AND DETAILS.
v88�
V90
FUTi�UR� E/DEVELOPMENT
VL/OPMNT---'J-!
�t�j
0
j / / / e� I , I 78 I n I 1 ` Q r a U
/ r
STA. 33+16.12, Rt Stoneb a�Ave. Z C, w ��"
TOP OF GRATE 225.8T
// / /(y�� 1 I _ INV 15° OUT 222.33 Z '� 3
/ / \ STA. 35+56.04, Rt Stonebdar Ave. @ ! ,\ aNv S5 U jJ� c
/ / -,.% \ \ TOP OF GRATE 221.74 J ALr111n O Of s
�/ 'Aw
/ / V 7h4 \\ INV 15" OUT 218.35 = a. 0 3
J / j \ 1 Manhole MH 108 c� vi. CIDG
w
Q `'sl ` CB-112
STA. 38+11.06, Rt Stonebriar Ave. .( ONV1109
TOP OF GRATE 217.40f-
/yoo CB 108 72 INV 15" OUT 213.91 / i Manhole mh109 L I
STA. 10+51.54, Rt McDougald Dr.t
\ \ / 7 �.
TOP OF GRATE 213.04 I���
INV 15" IN 209.33 W
/ - - -�-
J / INV 15" OUT 209.33 \ /" i _ \` W
71 \ r / TOP OF GRATE 221.74 briar Ave. _ _ I
R
�/ / _ u? / p1Ma -INV WIN 217.85 V �I \ \ _ / , INV 15" OUT 216.75
/ / - I ! STA. 40+34.20, Rt Stonebd Manhole 106 ; W 52
i ' I
Z -2 @ - / Oy TOP OF GRATE 213.61 I I
- J� INV 15" IN 210.28 / 1 - 54
° _500-YE / I Ii. jg� m INV 15"OUT 210.28 ✓ / J8-1115
/ m 18+12.58, STRM -48 in Outrall ,
/ I - _ `! -'� ` / `Z / --� o TOP OF GRATE 217.75
I r% i ! Manhole 107 / -s' INV 48" IN 206.93
I \ / / / J i `N 7 ! �• '`' �� - ..... �- �, 1 INV 15" IN 208.68 @ -
- CB-107
STA. 10+49.80, Lt McDougald Dr. r CB-111 / INV 48' OUT 206.93
/ STA. 38+11.06, OF
! , ` TOP OF GRATE 213.04 ��\ '� /- '-_.-
/- TOP OF GRATE
INV
"OIN208.83 y _ i INV WIN213.41 N / / 0
/ / ! INV 15" OUT 208.83 Manhole 105 - / o\ (-5'7 )/ / o
/ . -- / INV 15" OUT 211.41 -_p�,f �/ -" 'u�
o (okG 'INLET 99DOX TOP 195.50 / I / STA. 41+31.26, Rt Stonebriar Ave.
4' WIDE WEER @ 195,W ! TOP OF GRATE 211.97 C / 58
1-7° HOLE 193,50 / \ -� /^ -�
INV 75" IN 208.12
INV 15' OUT 2082 - CB-110 �
INV 30" OUiJ 192.50 .1
I ` / `
0/5TA. 40+34.20, Lt Stonelxiar Ave.
/ < I I I •�iA \`\I ' % ,am. ��y \ / TOP OF GRATE 213.93 �--
INV WOUT 210.48 �./ a'
681 I� .v STA. 41+55.83,LtStonebriarAve. �60
- -TOP OF GRATE 211.64
"INV 15" IN 207.12 -� / - -- - -- •� cii„ ��
INV 15" OUT 207.00cs-
_ _
E 2 � l � , j / / � � %� /` / ' - s / / / " i / �- -- 3TA. 20+68.92, STRM - 48 in Outfall
�� V
Y/ Y Y , j / S�A. 15+81.84, STRM - 48 in Oulfall / / : i /. / �_ TOP OF GRATE
N 09.99 - 2^ N� ' = 1 II l
INV 15"IN 212.74 _ 1 n'g. j / Y Y Y Y Y- /TOP OF GRATE 217.00 /, i•" /' r•'.o �,": w�
\ I INV 48" OUT 209.99 - • '�
WET DETENTION BASIN � SOT _ �j,` � / Y � �/ /� �iNv1s"N2ossz
;/ / / ' / /.. / O\
-" - - 48" OUT 204.17 "� / �. _ ✓o ®`e
i - 62 J&103 -.� G- �� / .- /
\ \ SO I \ \ /'-�,STA. 14+28.86. STRM - 46 in /.,�'-
�. \ I \ �- _ \ d1 / Y Y Y Yj /TOP OF GRATE 21175
�� _ . �� I I \ - / -� / ` Y Y Y YY/ Y y INV 48" IN 202.18
Double CB-103 Y Y ` Y j / / INV 48/" OUT 202.18
o STA.43+33.26, Lt Stonebriar Ave. - Y Y'"�"j✓ / / / ' / / / , / l Mli
1 \ \ TOP OF GRATE 208.54 i / �' . " r _�
,�P INV 15" OUT 204.03 - / �j ��/ �%_ �. �� �- -� / / �.' ,:� / 1
/ JUF2ISDICTION� ` / � J / O
TOP OF GRATE 207.50� / /j / Y `WETLANDS j/� - �--' -' - // / M r
INV 15" IN 203.65 j
OD
INV 15" OUT 203.65 -
(/ ^W\`
r
00
OD
LL
799.Z \ \\ \ / /Y� `// JB-1OZ / �'
--.._.- -� �\ 1, 46 70 .57� \ \ Y Y Y Y �\. \,``j/ �/ /%� TOP OF GRATE 209.25 48 in Outlall 0 0 •'
�oj..' \y INV 48" IN 200.19
INV 15" IN 203.00 48" OUT 200A9
INV /
, "FUTURE DEVELOPMENT , / % - j � ; ..- V) p o a
1 1 j�
j / -.B88C , -r' \ \ \ Z ) / / \ \ \ /Y Y �/' Y Y/. �.' •M 11 INV TO EL25///• /cf,/
f/Q�ZI 4 N' 2 2'28
\ , / / OO ` �•.\'.. / Y Y�Y Y' Y / W I/ ///// / %/ / / ' I l,- : �.' �A
\ _ \ : !^\ \ • Y Y .L W Y 'Y \ FIX. GUY
y \ I
\
10+50.00S I L- I
( PF� TO 1.
1 / JURISDICTIONAL . ,iY a I ' ,. Er.. PP _
n--
L'-100-. i10�`�-rik \ �, v INV .'24 / Y �� � ,V ,.V � � � � i� . ��
_ WETLANDS
411111
... EX Fi
/\
\�� pVC FOR s��� �.EX GATE VA�VE
R • \ >
,%lv INL BOXVO Y Y Y Y Y Y !• Y Y ,\ - �yE�M'i ` G9W~-_� y ATER (VGRIF'() GATE VALVE /
\ _
WIDEIR� 195.0 �- ,w.�---r'�•� E%. 8\W
-
\\ 1-X"HOLE 93.56 / Y Y/Y Y�:i�T���
INV O'OUT / // //� /
ERT � E,'•/• / � /. // / /I i - � c� \ � \ � \ � � - �,//���/./� � Scale
OUT 11 .50 \(150' / %/ / ' / - / O / / -� \ \ \ \ -- 1" 59
EX. PP % !� �/- Field Book No. 7920
�700� \ _ ' / /�
--
Y
C_(� gyp/`���/ / // //''JVY/ /-
V' �" /1
25 50 1l� 150
SHEETn1
EX. B�TE �_ / / / / // -� /R� Iy- _ r- \\_ - - /►��l -/ - / (-
J W W Y .Y -.• Y I ./� % /// /� / i i �'/ / ��. -/ ` \\ \ - �. / I/ \ \\ \ SCALE 1 50'
// Enlarged Grading and Drainage Plan

a
SEE SHEET 6A OF 36 FOR CONTINUATION \\ r / ` \ � \ \\\ J ! l \� / v �/ /i/ //. < �_ ' y BGB
\ \ \ \ \ \ \ i 0.009i / _ \ / / 245 drawn b
O \ _ o n-int-Bedford ,\ \ . //• /
\ \ \ /\�\ \ \ \ J ✓ \,\ \ `/ /;/ / 2. checked JMKjr
\ \ 6 \ \\ \ \ / / I \ \ - / / \'3-8 \ \ L /j _ �\ \ reviewed JMK•r
Q
\ \ / 4� �\ FUTURE DEVELOPMENT \\� ;;/ �Q- '
STA. 35+56.04, Lt Stonebriar �2- �- \ date April
'-TOP OF GRATE \ \ \ \\ CB-116 . / ` \ / / / / -`- \�� �.. / \ // ' 0 46/
\\\ 4(\ \ \ y STA 13�i49 Y3.4o Lt /; i \. ; _ job no. 06-2291-04
\ 5 O INV 15" IN 217.85 STA. 33+16.12, Rt Stonebriar Ave. \ /"� ---� // // \ / \ - I 1 /;I Air
INV 15" OUT 215.75 \ �'t'b \ TOP OF GRATE 225.81 $1 / -- - -- -- \\Manhole 115 \ // - / � i \ / \, \ \ / /` ,�u1�n,V" I
\ / INV 15' OUT 222.33 _ \�- /T / i' 2'C'8� 1 �7`I'-, I \ \ \\ \ l I l CB-119 ` \ \ tom/ 24�OUT
41
STA. 10+17.77, Lt Bedford Dr. If
TOP OF GRATE226.66
�` l \ INV 15" IN 223.60
/ OA� �\ I . INV 15" OUT 223.60 �' / / \
JB-105 \ - •. �p �� l l l i dford \ ` - \� /.- - _ 'i // _ \ 1247�� •
STA. 18+12.58. STRM - 48 in OuHall /�� 1� CB-1 18 -- - ` x -` �._` k2�
\\ //-.STA. 12443.66, Lt P _STA. 29+86.69, Rt Stonebriar Ave. 83 _ 1 \ 3\ � Y` >..- /' \ - \\\ • TOP OF G c
JB-104 \r TOP OF GRATE 217.75 \ \ \ \ ry° Q\ _ TOP OF GRATE 224.95 / / / \
.-- -- �.. O F - \ / 1 \ \ '! -i / /\ / \ / INV 18'
INV 48" IN 206.93 / / \ �`. INV 15' IN 22L79 / �\ R f / / `• \ Kt INV 15 0
STA. 15+81.64, STRM - 48 in Outfall ,• \ \ \_ 10� a a % / _ - / %\ S 1�' �- � t -Rt `
INV 15' IN 209.68 Manhole mh109 INV 15' OUT 221.79� - o ro a \ 222.00 / 2 \ / / INV 24' U
-TOP OF GRATE 217.00 / ` --_ __ �- - / /
\ _..'-INV 48° IN 204.17 - `\ "- " INV 48' OUT 206.93 i ' < \ \ \ \� _ \ / \+ a" ��-CB-120 NV 24�0UT-•'d22. / // / / / - RIM 231.10' \�
\ - �\ \ \ \ - / 1_ // INV 15"T 22G.2a \ (251) �
INV 15° IN 206.92 - �- - \ � \ �� / \ `�_: � O ,STA. 10+t7.77, Rt Bedford Dr. ... � _ / 1\ �/
\ \ - -INV 48" OUT 204.17 _. @ \� „ \ TOP OF GRATE 227.16 // / ..., j \ \ 1 - 248� \\ \ < \ \ z
INV 15' OUT 224.10 ✓ /'C/ _ \ - •
S2�\. /
CB-t3a \ i \ \ �\ \� /.. \ CB-t42A z U3
\ \ 0
STA. 10+53.15, Lt Brentawor Dr. /� I / \\ `\ \\ _ /STA. 11+14.03, Lt Pendleton SL W •> U
Manhole 114 CB-133 DOUBLE TOP OF GRATE 224Or - \ TOP OF GRATE 233.44 %
' \ \ INV 15" IN 221.43 / 4 . , \ \ \ \ / INV 24" IN 229 46 1 a U U
Manhole 110 2,_ - - j g... \ O '
\ \ % STA. 26+g5.25, Rt Stonebriar Ave. - 1
TOP OF GRATE 223.09 • INV 24" OUT 229.46
/ IN ?OUT 220.20 �1\ / w _
a1a,,,d-scones INV 24" IN 219.69 - \ - \ / / i-1
90 \ INV 15" IN 220.10 > - / ` - ���'\ \ -� / \ Q O-
_ l- _ _ dt" '� INV 24" OUT 219.607 /
61
\' \/ / 226_ STA. 29+86.81, Lt Stonebriar
_ TOP OF GRATE 224.95 _ \ Cpy ' �' _i -U 1
STA. 33+16.12, Lt Stonebdar Ave. INV 15" IN 221.50- / �- �283 \ B'dp� �� .� O�
\ 49 s M ,I \ U
TOP 5- GRATE 225.82 , �\ \ INV 18" OUT 221.25 -41j --
�� \ \ \ • \ \ INV 15" IN 221.83 ' J "-, \ / 1 - - - o
INV 15' OUT 219.83� �., \-STA.816.00, LtO8ea8ord DrD.- _ / A. 1 \ \ \ / ° • " 45 I STA22 51. Lt Pendleton 5t.C13-141� �� N U
/+ \X^r \ "R y \ ° 26 +75.00. Rt Stonebria Ave. 1
TOP OF GRATE 225.82 - RC 01 o I ' \ DP GRATE 231.86
INV 48" IN 213.03 �Y8 -�- JB-121 OVERSIZED '�� - "Kj / J TOP OF GRATE 229.7o I 15" IN 228.50
INV 15" IN 222.24- -- - 7-- STA. 29+48.67, Lt Stonebriar Ave. \ / ' / I NV 24" IN 228.17 INV 4" IN 227.81 \ O
NV 24' OUT 226.17
INV 18" IN 221.79 ITOP OF GRATE 225.10 \ \ i CB-135 IN
24° T 227.81
INV 48" OUT 213.03 -- - - - __ ` 1INV 18" IN 220.67 _ CB-139 / \ F-
\ STA. 10+53.33, Rt Brentmoor Dr. /
O INV 4Y IN 214.51 STA. 24+84.00, Rt Stonebriar Ave.
\. 0 \ ---- '� `\ TOP OF GRATE 224.70 z '
\ i tOtz TOP OF GRATE 226.15
-� -,� _ /INV 48"OUT 274.00 Z-
1 \ i -BSA Manhole 116 / INV 15" OUT 222.80 - - a
I I \ JB-tos � � ,� � \_ -� -- \ \26.83',24" fts. INv1s°ourzzl.7o
- STA. 20+68.92, STRM-48 in Outrall\ \ . "-\ _ , \,/ \ \/ �\ \ R?�_"{ 11% n O°r it �• z
TOP OF GRATE
IN 209.99 \.. \� \� \\\ " ". '� , �� ". �� \ - I --- 7` 7 O� /\ \� / \ 7 f -0 b / / ZO
\ - - '�` ". '� _ o \ \` /� 10 �. - Manhole 119un anV>rWMa s.
/ \ INV 15' IN 212.74. �. \ \\ `� \\ -� "�. '� --
,.. INV 48' OUT 209.99 ram- .�� ��' '� �- 132A DBL OVERSIZED 7, d
\ \ JURISDICTIONAL._ r z,wcw R O
,� r ,° ". f \ STA. 26+79.74, Lt Stonebriar Ave. \
WETLANDS .y e i r O TOP OF GRATE 223.09/%/��
\ \ \..�• ". r r �_ % ��. /\ / INV 42'IN 217.22 CB-138 1 ` M
j - - \\\. �\ \--..._ ,� r I • 7�\ \ / / INV 42" OUT 217.22!6+15.00, Lt Stonebriar Ave. ! _ 6' -St °. 9b'e n 113 - 30 LL �.
\ \ _. \ " CB-123 \ \ / i i TOP OF GRATE 223.92 I t a r O n
�STA. 8+16.00. Rt Bedford Dr. INV 42" IN 218.22
-.. j \may„ - _,. t a TOP OF GRATE 225.59
INV 42" OUT 218.22 I cp
-7.0 _ Oo INV 15" OUT 222.61 \ `•�� / / \ / � $
�`LU
zo.sgr�I�Y- e _ STA. 22+85.00.L Stonebriar Ave.- LU
sp1'7F.?Eia'EMENT O a- ' \\/ I/ -
/ '^ -. _ _-i _. •� �\ \ 1 \ \\ \\ - \ - %- - , \ /` / �I I I / '' r CB-138A OVERSIZED TOP OF GRATE 229.54� `ZB.� !
l \ �I STA. 23+92.00, Lt Stonebriar Ave. INV 24' IN 225.37 RCP' Lu ,
i - \ \. \� \ -. •\ \ \ \ �.. V ". - -.._-- Manhde 112 V - ' \� \ e "-\ r �\ ` " \ \ / 11 5 ) / / \ \- -7- TOP OF GRATE 227.70- _ INV 30' IN 224.36 LU
�J r INV 36' IN 221.99 -� O
•4'yC -- -- _ -\ ' \ \, - ti \� - / i l- �" • 00=5 \ �� z. e�t' �_� s �" .. �_ / l \ I INV 36'OUT 221.99-- I IINV 36 I 'rn
\ -. , / , y. ,, -._-' Manhole 113 \ "\ \ e ,° �� J e / , �I ' 7 ' UT I 1
FUTURE DEVELOPMENT �. i -- -- -- +a� ; ` \ \� # / - _ _ _Q �- - + r E -
• \\ \ \ \ bedf \ JURISDICTIONAL
/ / 6 __ \ \ \_ \ \ \� WETLANDS o
_..
CB-124 5'- 5" P 0 -. \ -.. \� \ \ �� e , e r e , m e ,� a "- s+0 ira
STA. 6+00.00, Lt Bedford Dr. / \
TOP OF GRATE 227.58 0-bed
INV 15" IN 223.85� ; %" CB-125 ��. � � -- _. - r -fW._ r l� .. C- r• �. r •o cam. -
\ INV 18" IN 223.60 :- STA. 6+00.00, Rt Bedford Dr. �\ \ �� \. �" � � /-,� " __�-�� r � � �'` � r - ," c mm` •
20 i 1 \ TOP OF GRATE 227.58 p� g _
INV 18" OUT 223.j
/� \ \� �_. 1.__.. -^. --..-_ ¢ ¢ ¢ e -1 e e __ r e •,r Cog:
5t INV 15* OUT 224.35_8
T
s\\ \\00
,Rtwo) - - - - - Q 1
_ \ - d UFO
OD 0
STA. 4+13.23, Lt Bedford Dr. i73.83% 1 ' CP .95% ;.. / -- _ --.__ I / - LO L�
\ \ TOP OF GRATE 230.12 �. \-..\ _ / l
/ \ \� �> INV 15' IN 226.00 1 - _ _ _. -
\P-tro0�\� \\ \ \\.,- \ \\ \ INV 15" IN 226.00 ' '' '' 41 STA. 4+13.20, Rt Bedford Dr. - ( _ _ - - - -..- 0 •> Qi
INV 18" OUT 225.75 I I TOP OF GRATE 230.12 l I - _ `_ - -� / _- L M r0+
W
r \ \ \ \ \ \ ♦ \ _ - . \. \ '1, �I I 1 I 1 \ . `.\. INV 15" OUT 226.70 \ ( - . � C �
\ \\ \\ \ \\ \ \\�\ \ \ \ FUTURE DEVELOPMENT / o a�
0. oo \ \ \ \ \
22.01 t b\
O� , A 1 �\
bedf d-
/
� STA. 2+50.00, Lt Bedford Dr.-, - _ \\
\`\ TOP OF GRATE232.64 /. \ \ \ _ \ \ - cSGCI�o/¢O_ZDZ.-_--��ZD/`t
INV 15" IN 228.50 10 \ STA. 2+ 50.00, Rt Bedford Dr. - .. \ \ - \ -
\\ \ \ \ \\ \ INV 16- OUT 228.50 t + TOP OF GRATE 232.64 - - \ - \ "- -� � \ -
zie- se
INV 15" OUT 229.25 \ \ \ _ .. \
105 I' _ -
104
1+5/ / NOTES: u
101�[ / 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO All construction to be In accordance with current
\ \ \ \ \ \ r 0.WU ° / BEGINNING CONSTRUCTION. applicable Hoke County, North Carolina Department of
�\ \ \ i 1+25o e / 2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND
r \\ \ \ \ \\ �\ I _ _ SPECIFICATIONS. Transportation (NCDOT) and/or Fayetteville Public Works scale ,,,_50,
f \ \\ \ \ \ \ \ `. \ �qs �• - I _ _ _ 3. ALL IMPERVIOUS AREA TO BE DIRECTED BACK OUT TO STREET - TYPICAL ALL LOTS Commission (PWC) Standards and Specifications." Field Book No.
4. SEE SHEET 32 FOR TYPICAL STREET SECTIONS. 7920
5. SEE SHEETS 10 thru 24 FOR PLAN AND PROFILE.
6. SEE SHEETS 25 FOR WET DETENTION BASIN DETAILS. 50 25 0 50 100 t50 SHEET
7. SEE SHEETS 7 thru 9 FOR EROSION CONTROL PLAN AND DETAILS. SCALE 16B OF 36
1 \
• >� 50'
Enlarged Grading and Drainage Plan

SEE SHEET 613 OF 36 FOR CONTINUATIONy �- �• \ , /'
STA. 26+79. r '
132ADBLOVERSIZED Ste". \` \ ° I-24"OU 22609 _ ___- ---'---'--------- / �/� \ I - ,I \ _
.a 1 __ _�. L ______ __-
74, Lt Stonebriar Ave.-�-_.----- ---_____,- ________________ ____ ---- ._--- -- -
TOPOFGRATE223.09 \ .. f \ } --I----- ------------- --^ -- ----- ---�- -- ,� I � -_/ � - � \ --- , ., \.;..,, \ \ `...... Checked JMKjr
INV 42'IN 217.22 �T- --'-i-7-
INV, % % t--__-.--\-- m `.. N... '...N \ , y1.
2" our 217.221 , \ I _ \_ _ I --�- r --io - f --�+o----�-+_ ._",.: _ o L �t --i+- - \ \ W , , \ \ N I \ ,I\ \ ^...... reviewed JMKjr
6----------\ -- --- - date Mar013
\ \ / - Manhole 116 irtaw3sva.ul a Awvmaal .q - -1 4 r-. '�'r�T - - i �� \ \ �1 .I - ,, \ .\ _ - \� � \„ I \. L\ \ _1
- --, --- - -- --I - --� - - - - - � job no. 06-2291-04
CB136. a 9 .8 1.01% II 2#.79;- 5r' BRENTMOOR DR. \ L \ \
STA. 2 +Stonebriar r CB-135 - 1 ``F CP j-0 %ol - I' I - -
6 15.00,LtAve. 2 STA.10+53.33,RtBrentmoorDr. �' -� - _ _ \ r __ \..- -•\ r __ - - \ � _- I�\ \-.."._ ..\
TOP OF GRATE 223.92. / J TOP OF GRATE 224.70 I I 1 ,.,N 1 - I1 I I� - - - - r - - - r--
INV 42"IN216.22 INV15"OUT221.70 I II� 1 1 I T I I I I. ;� 1 / I /. , , I I I ., , 1 I +` -I :� L. I I'.. I \.�
iNv az" our zs.zz 45 I I I I T c 134c I - \ \ \ \ \ I I \\ \ \
112
i / ( ail I 1 I /... J.13+iaj�i13.401Rt 1, I / \• I.. I \\ j I :244., �, \
\ `\ `24 24b� IR $ 246 \ 45, I I i, I I I �43 o 1 23?\ /236�
f 231.i0` ._/ 1 4z \ I I �`,
I ,IN, , •OUT 226.24
\4 2ao o
''\ IL
\'\!
\ Q/ STA. 24+8a.00, Rt Stonebriar Ave.` J I \, \ \ 1
i __ [L2s.az. _ " '
\ / /I%P 1.4 % i ZX -TOP OF GRATE 226.15 I_� - --- - - - - - --- - - - J-- - - -- - -- - -I-- - - --- I- -- I- - - I - 2 -
` \ INV 15"OUT 222.80�--} _�-I�-��---�Y�__��_ _ _-I_
_ \ \ \- \\ \ FUTURE DEVELOPMENT ---= \ \ -\ \ \II� \ \ I���\ o } z
1 \ \ \A II \\� I1\ -- v z a '3
V IIA1� - s-� N w•>�
- - -----/II-----, ,�- - y---y-�v_� �y -�� v - A A \ i� 'v�
\- `
E Man'hole,l� / cs_1 1 i ;.. I I I,.....! I ( I.A \ A \ �.... I I' .I O W
\ \ -
STA. 22+75.00, Rt Stonebriar Ave. ` _ 1
\1 J W
E \ \ \ / /\ \ / \ 1 1 \ 1 \ 1 \ I /" I \ I I \ \ I 1 I\� \ I \� \ \ - i \ \YI I I-'1 W S
\ / \ TOP OF GRATE 229.70 250 1 I, 251 \ I 252 253 I I\I 9441 I / I \ 1 / 1\ \ \ \ \ \ -
\ INV 24" IN 226.17 O I \ O I O I \ 5 ! 25 2z:7 l2 8/ \ 259\\ \ \26U I l`61\ \ I I262' a I �26 \ I \
�\ I 4, ' sy INV 24" OUT 226.17 i \ 1
\i \ CB 142E ( i I I ! I �... ( l I§ I ..` '. -� \ \ II\.., I \.. \ 3
CB-,42A STA. In
12+43.65, Lt Pendleton SL CB-142DI I... I ' / I \\ i I \... \ I \I \ I \ I - I., _/ I `. I .\ \ I .,...\ i•.,. \\I, \ I H
CB-142 STA. 11+14.03, Lt Pendleton St. TOP OF GRATE 236.31 = -STA. 14+53.65. Lt Pendleton St.l - ��� �- -��-� J L- - -..I L- -. - -I I I , J ( ...I ,, I L `_ I I \ I.� \ .II I} ` I . `L\
E \ O \ STA. 10+51.50, Lt Pendleton St.- TOP OF GRATE 233.44 INV 18" IN 232.76 \ TOP OF GRATE 240.68 I It - `- - - - -� , \ - -- \ - ( - - J \ I - -- \ . \ r I I\ \
Q7 / \ a, \�.-L, \/ TOP OF GRATE 31.86 INV 24" IN 229.46 INV 15" IN 233.62 INV 15° IN 237.41-- -\...,._ v
\ \E E \ , / �'�• INV 15' IN 228.50 INV 24" OUT 229.46 INV 24" OUT 232.25 INV 18" OUT 237.16 -I` , ( \ \ \ �,I - - \�\ 73
E E CB-138S OVERSIZED \ 7 . INV 24' IN 227.81 � I I I -` I� } \ / //'( ., \, \ \/ U
STA. 23+92.00, Lt Stonebriar Ave. \ � o AemsV � INV 24"OUT227.81 ,. �! v (� \
E E TOP OF GRATE 227.70 • `
INV 36- IN 221.99 - ---- ---- ---- -- i\ \
\ \ E E E \ INV 36" OUT 221.99 \ _ _zi
�-�g
E\ E E
CB-140 OVERSIZED g'C � "NP / Manhole 121 \ i \ � \ \ ,26� 0, -�5" ' \ _ / I �'
7 V
fEE\\E STA. 22+85.00, Lt Stonebriar Ave. ��� ,Q 27. -15" CB-,43� \ PENDLETON ST. if
TOP OF GRATE 229.54/�J yp 'p ��- o I r -STA. 12+51.65, Rt Pendleton St.- •p-�-0 1
INV 24" IN 225.37�( ` 8 ' 1 i ` f - \
y, CB-143 E 236.50!`�
INV 36301Jr223.86 "� �. 1 0/ I INV P O OUT2 33.90
\
E� \ STA. F SLAT 2 Pendleton St. 279 I I i "T ! I _ /. I I ,
\ \ \ \ \ E\ e E E z O I 278 \2\ , :-?6\ 7 I '74\ 27c� v
\\ \ II
TOP OF GRATE 23,.86 II ��l ' I
\ `28. 2\ _ ' INV 15" OUT 229.00 _ I _ I i - 5 273/ \ I 1 (�-
\/ �'- �4" � ° � \ �i I � I I � � � \�. I I t'- / ff � I j I I 1`L,1, I I i 1270 i'; 1 068\ i{. II -`j��`\_ \ -�•.
�/ 1 I. I �� ( / I \I I \26� I '• ! \ I \ II
\CP�Q 2. 9% \ . ° \ \CB-145 -1 .L CB_142E \ I \ I �{ I h I I
STA. 21+63.00, Rt Stonebriar Ave. \ STA. 14+53.65, Rt Pendleton St. 1 I I I I I I I I ` I `..' I I ' I I I I \ I ,
-- \.
TOP OF GRATE 231.60 TOP OF GRATE 240.68 \-. ' (�. - - -'_- J 1
\,.
0 / \ \ \ INV 15' OUT 228.60 � INV 15' OUT 237.66 � L' - -- -I -'• I L- - J �- `
\-- ( - \ _\ _ Ih\
' J( r 1
` , --�Y f� -�-� a 1
\ \ E E E / A 09 % 40 �� -ow - s+.�� - _- __ if II
CB-144 OVERSIZED �6.8 15" V A A V I I 1 f., I \ c
\ \ \ ' STA. 21+72.00, Lt Stonebriar Ave. / / \ I ` L \
\ \ \ \ E E E RCMP 1.86% \ i \ \ \\ II II N
\ TOP OF GRATE 31.43 .� � � - •' � - '_
\ \ E INV 15" IN 228.32 \ \ �I - - - -\� r- - I -I I _ - I \_ - ' ,�-
\ \ \ E E \ INV 30" IN 226.28\ '�'p„� \ CB-147 \ \ - \+ I -\ \ 1 F - - - - I - i\ II If\, r , .•r \... y
At E F' E \ INV 30" OUT STA. 20+14.91, Rt Stonebriar Ave.
\ \ \ \ \ OP 5" GRATE 234.10 \ 38 \ \ \ \ Q \
'NV 15" OUT 230.97 I 37 \, 36
;I
Manhole M'_ 1 I I \ \ I� I I A ' -• I I �. �'II i i It
JJJ c
\ \ \, J \N� I \ \. II I � I \ I I I I I
I I 1111 J\ I CB-151
I`.
i ` t:6-,a9 �___-� I
/ \ \ CB-148-E STA. 14+06,00, Rt Stonebriar Ave. CB-153
_STA. 18+30.53, Rt Stonebriar Ave. \ , \ ' I -
\ \ \ Manhole 124 STA 17+ RAT Rt 1.33 l Or. I TOP OF GRATE 244.43 I STA. 11+91.87, Rt Stonebriar Ave.
TOP OF GRATE 237.22 \ TOP OF GRATE 241.33 IManI I \ , \ ' ,` • • `-. ��
\ \ E E \ \ \ INV ,5' OUT 241.35 TOP OF GRATE 248.07
INV 1.5" OUT 234.22 ! hole 127 n s
-INV 15" OUT 238.33 j --!
thole 725 iN w n aetv>,iv a INV 15"OUT 244.99 �, a \
E. E CB-146 1 �Manho 126 - \/
It
STA. 20+14.91, Lt Stonebriar Ave. _
TOP OF GRATE 234.12 ` c. �. __• - -- f =��/ \ I \ o��'
\ \ \ \ INV 30'IN 229.00 oo $\ '�:; '�� \ o.. i•o- c>:�
INV 15' IN 230.47� \
o a L
INV\ 30° OUT 229.00 \ \ ;/ Manhole 123A a U x`IV
, �I_. Y b .• ��
CP @ 0.9 214.53' - 18 CP .70% \ 210 -18" P -1y0 U - _ -` - -. _ \�
JURISDICTIONAL - - \ \ ,a.,3 -,A L7o% \ r\
\ \ \ \ \ \ \ WETLANDS STONEBRIAR AVE. - -
-STA. 17+87.14, Rt Bedford Dr. CB-150
CB-146A �, of _� -�- _ TOP OF GRATE 241.16 1STA. 14+06.00, Lt Stonebriar Ave. \ \ \ ' \ ' - II
STA. 18+98.03, Lt Stonebriar Ave. t �� r_ @J �1++ - \ -INV 15" IN 238.04 I I !I I \
TOP OF GRATE 244.38� I I I
\ \ \ \ E E E \ \ TOP OF GRATE 236.09-CB-,48INV IN I If
\ \ \ �- I OI STA. 18+30.53, Lt Stonebriar Ave. I \ �� INV 18' OUTJ237.26 \ I i �\ 1 t.
\ \ \ \ E F E \ INV 30" IN 230.95,E w I INV 15" IN 241.08 I \ \ \ \ I / I I L\ - - LO
INV 30" OUT 230.95 f� o I �- - -TOP OF GRATE 237.22 I I I \ \ I
INV 18" IN 233.61 __ -+- _ - T \ INV 18' OUT 240.83� \ \ I \ \ I \ \ GCB-152 - .1 / if
r I I I r \ \ \ \ ` \ \ I STA. 11+91.87, Lt Stonebriar Ave.
\ \ E EI \ \ V I -INV 15" IN 233.95 �l -1, \ f A
\ \ / D 17 INV 30" IN 231.65 I 19 �- I i 21 ) I I , \ ; I I I p I \ I TOP OF GRATE 247.99 I I! -_� .... 00
FUTURE DEVELOPMENT \ \ ��` E % ' - + \ � \ \ 23 ' - 25 \ INV,S•IN244.72 \\ „ ) I F_ - IN
/ L 1 m INV 30" OUT 231.65 I -I-- - 7
\, E \\ \ m - I \ I� \ r I \ I I INV 15" OUT 244.72 / III 'II I - In (c
N�zee8�3 I L J �_ I L- I I\_ I '\ ` a �. Ir I / >
_ I �1 I ` J \- ` -\� \\ -'I I 1 ,2, Cj o
RCP @ 0.50 \ \ \ - \ - II II , Q 00 t-
\. JB148A - �.- _i \ \ \ VA \ I I �
r�
STA. 1+37.96, Lt SS Lots 16-17 . .-�-.--�..�.�-.-' - _. 38" / V A ,I I I L - _ O C d" 1
TOP OF GRATE240.00 - --' i �- / _ -�a-�LL
.....� - -_ -
V E E E INV 30' IN 232.28 -� JBI486 -',. V --1 i' \ \.. A I I -
INV '...II - --= i�
E , STA. 1+6q.40, Lt SS Lots 1G17 A \II i 0
- -- -- -- -
_ - - - STOP OF GRATE 236.00'- _ - - , I A I I\ I ,. � � 0 0
INV 30" IN 232.38 _._� - ,-f �-_ �_�_,--.f -� r� '� \ I.. `_, A_ \ -- A ..,.1 2 Qi
!j
INV 30" OUT 232.38 ( I I 2� I I I ,.\ I \ I� �\ \ r \ \ \� \ �I \...I� Qi
' \ a)
Q Z---L_,J...., \ I ,\'..If W I✓
296` I ,� / /'k� ,/ j /., - T -- I- \ \ \ \ \ \\ \ li \� 11 `I 2 lfi O >+ 0 N
\, I I , \ I _\ r \ ,I \ e- N U
\ \ '
\ k I T' / k _93 _ I_ 291 ` / / \ l II '.I
� \ \ _ _ _ - \ r - � � / �°Q5 i. \ � a\. _-, � fi _ \ r , � -1 \ I -� � \ 1.�2gp1 ', , I � 289 \j ( I ,\288\ I I I.,\ \`�/ � I ,I � ;:,86� \ I � \, "I \ jl I. d Il n.00e J
IJ-
\ \ • j \ \ FUTURE DEVELOPMENT
I
\ \ \ t ��} 28.
If
CB-148C \ ! \ Q\j\
STA. 2+85.94, Lt SS Lots 16-17 \ % '� \ \ I I t \,......I \, I.,. \ ' I 33.
TOP OF GRATE 239.67 I ' \\\ I I I \
--fINV 30"OUT 233.03/-- I fi.
' \r
FF Ix
w
,S�v�e4o zo2 3/5/2oi4
NOTES: "All construction to be in accordance with current
1.
2.
3.
4.
CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
ALL IMPERVIOUS AREA TO BE DIRECTED BACK OUT TO STREET - TYPICAL ALL LOTS
SEE SHEET 32 FOR TYPICAL STREET SECTIONS.
applicable Hoke County, North Carolina Department of
Transportation (NCDOT) and/or Fayetteville Public Works
Commission (PWC) Standards and Specifications."
scale 1"=5V
Field Book No.
5.
SEE SHEETS 10 thru 24 FOR PLAN AND PROFILE.
7920
6.
7.
SEE SHEETS 25 FOR WET DETENTION BASIN DETAILS.
SEE SHEETS 7 thru 9 FOR EROSION CONTROL PLAN AND DETAILS.
r� �r 0
50 1 150
SHEET
6C of 36
SCALE 1' - 50'
Enlarged Grading and Drainage Plan

_J INNI
Z r. 0
xQG Lj
Ll
_J
F_ U _X0
0
F__ F�,
r I F 1, , " -, 1"M, 1 1 le _J
�3
SILT FENCE > Z
L
r-- --- - -- 421
"o 0
F_
ca-
__J -f
7-97%
_J
CU_
T
II N 2
RCP 1 01% F-15.63 L-7 " Q
__J 11 1 1 i - - %
CB-14213­-CB-1
14+53.65 14+6
1i8.i8UF-3 - F
I9CP 0�50%
wetlands impacts will be made until approvals are obtained. Notes _J L
It
3. Construct temporary sediment basins I & 2 and Permanent Ul 16
1. Maximim Drainage Area includes maximum of all areas tributary to basin durning construction, and Final Drainage Area includes area tributary to basin at completion of construction. II Sediment Basin 3, install outlet pipes and risers, install 2- Time of Concentration = 10 min. P JB 148B,
emergency spillways, 3. Detention Basins to be used as sediment basins until site is stablized. F_
4. Clear and grub, strip topsoil and construct all topsoil 4. Skimmer size and orifice diameter based on 48 hour approximate drawdown time. T- 4) 3046
5. berms, check darns. _J LF_ 3
Continue stripping topsoil, topsoil will be relocated to
CB-1 L;p @ 000
commercial area to cap off fill material e commercial 27F67-L 1 ' L_ 3 1 1 - � \ I � "'0
area Clearing, Grubbing and Mass Grading Erosion Control
has been approved. (Permit #: Hoke2008-013)
6. Grass and mulch all completed topsoil berms and topsoil
stockpile within 7 days of completion of work.
7. Begin mass grading the site.
8. After completion of all grading, spread topsoil, fine grade,
seed and mulch all disturbed area within 14 days of
completion of the work.
9. Begin installation of gravity sewer, force main and lift
station.
10. Finish sewer construction in the project and begin storm
RIP RAP OUTLET PROTECTION
OUTLET
PIPE SIZE (do)
Q
VELOCITY
D50
L
Ina
THK.
Bi
30"
40 C.F.S.
8 F.P.S.
(ASSUME FULL FLOW)
6"
16'
18.5'
18"
B2
30"
40 C.F.S.
8 F.P.S'
(ASSUME FULL FLOW)
6"
16'
18.5'
181,
TSSB#2
3"
.14 C.F.S.
1.5 F.P.S.
4"
6'
7'
12"
TSSB#1
3"
.14 C.F.S.
1.5 F.P.S.
4"
6'
7'
1 12"
ENTRANCE
18-
.9 C.F.S.
6 F.P.S.
4"
10,
11.5 '
12"1
LEGEND 2:1
i I , I- - -4- 1 - F_
IL drawn by CCB
-F�
1
checked
DIVERSION JMKjr
T_
yzzzzz� BERM (TYP.) COMPACTED MAINTENANCE
L-e _J L
L
SOIL MIN. CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE d L
,7-1
F-II-DIVERSION reviewed JMKjr
- - - - - - - - - CONSTRUCTION LIMITS (TYP.) SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT
',6 J, 41. ACCUMULATES TO ONE HALF THE DESIGN DEPTH. f
SILT FENCE (ri 26 LF-1 date AUGUST 2013
417 F
BERM (TYP.)
T FOR EROSION DAMAGE, AND
18" MIN,
CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET
r 1.01
INSPECT THE EMBANKMENT FOR PIPING AND sEnl N ROCK CHECK DAM
- i - - L
-EMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA __J L job no. 11-2017-05
GRAVEL BERM
, llz� -C
CO28cs ftX
II
DESIGN CRITERIA 1. Remove and properly dispose of ON heft brush. sturnp% and other F_ 7- -71 Ar V.A7__
ob=w "al" materiel.II I
DIMENSION OF GRAVEL PAD I I I re"inernents. 0-
TEMPORARY EARTHEN DIVERSION BERM
a' TYPICAL AGGREGATE SIZE - USE 2-3 INCH WASHED ST40NE the mininnurn coneinmied mose motion meets ell design
_J_
THICKNESS - 6 INCHES MINWUM 3. Ensure that the of the dke Is not Imer at any Point then the _J
COARSE WIDTH - 12 Fr. MINIMUM OR FULL WIDTH AT ACCESS 9 - __ LL - __J - -
AGGREGATE filletwit the spso"i"d 9""1"1 --J! F_ _7'
POINTS OF THE VE341CULAR ENTRANCE AND EXIT 4. roan wound dhimelons to pernitt machine regrading I i I A
and dearrout It" 11 Ir III I
NOTES: AREA, VM04EYM IS GREATER S. vegetate the ridge instruedlotely after owsbructim, unless, It vA restrain F� --- 1 7 DAY
LENGTH - 50 FT. MINIMUM. in plam him thon 30 we" days. �Il ll I
LOCATION STABILIZATION AI 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING - LOCATE CONSTRUCTION ENTRANCES AND
UTILITIES PRIOR TO BEGINNING CONSTRUCTION. is" MIN. EATS 70 LIMIT SEDIMENT FROM.LEAVING THE SITE MAINTENANCE L_ _J _�J 0
Inspect temporary diversions once a weak and offer miry rainfall. AND TO PROVIDE FOR MA)MM UTILITY BY ALL Ik' 11 1 - 0
Z ALL WATER & SEWER MAINS, LATERALS AND CONSTRUCTION VEHICLES. 0
APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS. to F HOKE COUNTY AND PVVC TECHNICAL SPECIFICATIONS. ===Mt then the Am ones and repair the dhervion ridge. 18L
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL cheek outlets and make tir"y repolm as needed. When the miss Protected II
3. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, F_
lo pernnornettly "find, removes the ridge and the dionnel to Mend with
SHALL HAVE GRIFFIN "SEWPER"COAT OR PROTECTO 401 12KJB LF _J
Carefully I
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS U 0
REQUIRED FOR STAGING AND/OR BORROW AREAS AND the _J J, 1-1 1 �',
LINING I It CP@ 1 Z
9' TYPICAL MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER. nalord ground I and appropriately stabilize RL I 1 11 - 1 1 1
s _7 CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
L TEMPORARY GRAVEL DIVERSION BERM CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL TEMPORARY DIVERSION BERM DETAILS L A
M o,
Mrs I ACCEPTANCE. F� _,771 11 F F_ 4 0360
0
VICINITY MAP 1 11 17�: 11 1 1 0" 1 L�J
N.Ts
CONSTRUCTION SCHEDULE
1- Obtain all permits before beginning construction.
2. Install gravel construction entrance at the existing dirt
access road which will be used as the initial entrance, then
install all silt fences around the perimeter of the
construction area. The existing dirt access road crosses the
wetlands at an existing culvert crossing and this access will
be used during all initial work associated with this erosion
control plan. Silt fence will be placed along each side of
the crossing location. No wetlands impacts will be made
during this phase of the project. Once final design plans
are completed, necessary permits will be applied for in
order to obtain approval to construct the future street. No
Permanent and Temporary Skimmer and Sediment Basins - clearing and grubbing conditions
Size
Fairrioth Skimmer
Length
(FT)
Width
(FT)
Depth(6)
(FT)
Size
(in)
Orifice
Diameter(')
(in)
Basin Number
Maximum
Drainage
Area
(AC)
Final
Drainage
Area 0)
(AC)
Maximum
Disturbed
Area
(AC)
Composite
C
(Assumed)
Rational
Q10(2)
(CFS)
Required
Surface
Area(3)
(SF)
Required
Volume (4)
(CF)
Surface
Area
ProVided(5
I (SF)
Volume
ProAded(6
I (CF)
Basin Type
Riser Size
Riser Wier
Elevation
Bartell Size
RCP (in)
Barrell Inert
Out Elevation
Bartell Slope
Anti Flotation
Base Size
(LxWxD) (ft)
Top of
Dike
Elevation
Emergency
Spillway
Elevation
Emergency
Spillway
Width
(A)
BOTTOM
OF POND
(INCLUDES
CLEANOUT
DEPTH)
TSSB #1
9.89
9.87
9.87
0.50
33.56
10,908
. 17,766
200
60
2
12,000
1 24,000
SKIMMER
1
4
1 3.0
236.00
234.50
1 12
231
TSSB #2
9.18
9.18
9.18
0.50
31.20
10,140
16,524
205
50
2
10,250
20,500
SKIMMER
3
2.9
223.00
22150
12
218
PSSB #3
51
51
39
0.5
153
66,55
183,600
400 AVG
200 AVG
1 5.5
83,074
288,772
IRISER/BARREL
60
194.74
42
188
0.5
8.9 x 8.9 x 2.0'
8
7.6
198
196.5
30
188
II @ 1-60% CB-143C CB-148' - 1, 1 i L I ! i
I %. JB 148A CB-148C
V-12+511.65 7 3, ILF 18+30.53
R P@091
T I ???
11 U ll
L_ I
INSTALL DIVERSION vim TOP F_ CB-142-'- 4 f
OF CUT SLOPE TO DIVERT tt 14
12+43.65
Z +98,03 OFFSITE UNDISTRUBED L_
AREA RUNOFF AWAY FROM J 8
CONSTRUCTION AREA N N 2617"F-I
RCP @ 0.56%
F CB- I 134C --CB-142A
I 1+14.UJ R-M
13+11.48 - I -
C- 0
L --,1+14.91G
11 13+11 F 1@6%
urdmage. I N � I
F_ e CB�145
11. Construct drainage structures, construct inlet protection, a 0 < 01
13� 7'1
finish storm drainage. 4
'r CEW 42
12. Install rip rap aprons at outlets. __J, 0 L -7z
L L 'cc- Kv- -
13. Install water line, laterals, etc. DVERs
La %
14. Install underground electric. 0
15. F� Finish all rough grading, install curb & gutter, adjust RIP Rap d 2
tEraaN
man
holes, catch basins, etc. 50
16. Finish sand -clay or stone base and fine grade.
TEMP. SEDIMENT
17. Pave project d r� �R�@ 2_79 ?,140 0 EA SKIMMER BASIN 1 II
18. Remove and fill in Temporary Skimmer basin #2. Rough 43 d o L (TSSB #11) W
grade area. At this time, the road template will serve as a it F7
diversion and the removal will allow development of the
�0
lots that Skimmer basin #2 encompassed. 95 1 RSIOD\ CHECK DAM
19. Install meter boxes, adjust cleanouts to grade.
20. CUT SLOPE TO ACT AS F_ 2613525(f'\ ..... .
Fine grade shoulders, easements, etc.
21. Grass, mulch, and stabilize shoulders, easements and DIVERSION ON HIGH SIDE
OF LOTS (TYP.)
disturbed areas. PROTECTION I I
22. Clean -out sediment basin, reshape and convert basin into CB-11
1 nz7 R �/
permanent detention ponds for (TYP.) 1 234 CB-136
stormwater control.
23. Finalize site construction and record plat. -"I5E­VE R NT L - VE
24. Inspection and final acceptance. 118 ;1 LT FENCE
Z.L0
25. Begin lot construction phase of work by installing lot 6-nLF-,
erosion control measures as each lot is begun. Measures for CF .48" 0
co
the lots will not be installed until the builder is ready to \i V. OD 0)
begin construction on that lot. T
-1
26. House Construction begins. DIVERSION BERM TYP.) 0 StruCI
7 DAYISTABLIZATION GENERAL EROSION CONTROL NOTES: > L0 (D
1.) ALL DISTURBED AREA(S) AND PARTICULARLY 0
LF -445�' EXPOSED SLOPES SHALL BE SEEDED, FERTILIZED
1\52%
PERMANENT AND MULCHED TO INSURE THAT GROUND COVER IS 00
CB-111
:�609) IZED
STORMWATER •, . .. . , •. . . . TEMP. SEDIMENT PROVIDED WITHIN 14 CALENDAR DAYS, FOLLOWING 0
c"t RSI ItL - - :;; •
- - ,
XV �t . . . �ir - 1 0 cf) LL
e COMPLETION OF ANY PHASE OF GRADING; PERMANENT 4-
W POND/SEDIMENT $KIMMER BASIN 2 .0
BASINS (PSB #3) GROUND COVER FOR ALL DISTURBED AREA(S) WITHIN
(TSSB #2) 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
83 CF IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION (a X 5; 0)
RCP @ 1.86 4 OR DEVELOPMENT. a) (1)
�l - - -- U,S, EX DIRT ROAD ACROSS
0+5'.54 21S -_ - 1 2.) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE M C C
WETLANDS AS ACCESS DURING
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY Lo Ci 5� 0 a)
11 s INITIAL CONSTRUCTION PHASES. VEGETATIVE COVER OR OTHER ADEQUATE EROSION -CONTROL ku ()
NO WORK WILL BE ALLOWED IN DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
THE WETLANDS UNTIL ALL EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION
BI RIP RAP OF ANY PHASE OF GRADING, BE PLANTED OR OTHERWISE
C-B-125 APPLICABLE PERMITS ARE
OUTLET 7 DAY PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
26. rl /P 6+00.00 OBTAINED. DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
Z5t:K 075 TABLIZATIOW /P/ I 1'� _ -
, "" / /�,;W " -72.75LF-16' NOTE: I --- - __ 9
I& RCP-@0.6904-- EX. DIRT ROAD IS 12' TO 14' 3.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL
WIDE WITH 1.5' TO 2' REMAIN IN PLACE UNTIL N.C.D.E.N.R. HAS APPROVED THEIR REMOVAL.
;1 -3 CB-1 SHOULDERS WITH EX. PIPE 4.) ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE
IF) t BUILT AND MAINTAINED IN ACCORDANCE WITH ALL APPLICABLE
+ 5.83'
DETAILS, SPECIFICATIONS AND THE EROSION CONTROL NARRATIVE.
5.) CONSTRUCTION DETAILS FOR ANY EROSION CONTROL MEASURES NOT
7 DAY NN C61127 SHOWN ON THIS SHEET, SEE SHEETS 4 OF 4.
•
STABILIZATION• LIMITS -PHASE 1 6.) THE EROSION CONTROL NARRATIVE AND THE CONSTRUCTION SCHEDULE 44
UIVI=rX0IvIV BERM (TYP-) CONTAINED IN THE EROSION CONTROL NARRATIVE ARE CONSIDERED
TO BE A PART OF THIS PLAN AND SHOULD BE ON SITE DURING ALL
7 DAY STABLIZATIOLN CONSTRUCTION ACTIVITIES.
• S� EX. DRIVE TO BE RELOCATED 7.) TEMPORARY SEDIMENT TRAPS AND BASINS ARE TO REMAIN IN PLACE
0 �111 I DqCE IN THIS AREA TO GO AROUNDUNTIL THE SITE IS STABILIZED WITH GROUND COVER. UPON APPROVAL
SEDIMENT BASIN SHOWN 01 FROM N.C.D.E.N.R., TEMPORARY SEDIMENT TRAPS CAN BE REMOVED.
COMMERCIAL PLAN. THE SEDIMENT BASINS ARE TO REMAIN IN PLACE AS PERMANENT
CB-129 DETENTION PONDS.
SILT FENCE
2+50.00
50 NOTE: 'B-128 SILT FENCE
RCP ENTRANCE DRIVE MASS GRADING +50.00
IDT50 TEMP. GRAVEL CONSTRUCTION ENT JEXIT DIVERSION
TO BE INTEGRATED WITH
FOR INITIAL ACCESS TO LIMITS -PHASE 1
CONTROL FOR THE COMMERCIAL
scale
. . . . . . AREA
EX. DIRT ROAD ENTRANCE - USE STRUCTURE CONSTRUCTION
SITE PREVIOUSLY APPROVED EROSION
N SILT FENCE 1:100
DIVERSION Field Book No.
STRUCTURE -7- na
ENTRANCE 7
RISER RIP RAP TEMP. GRAVEL --- --- SHEET
. . . . . . . . . . SILT FENCE
CONSTRUCTION PLEASE SEE SHEET 21 OF 36 FOR
B2 RIP RAP OUTLET I
REMAINING EROSION CONTROL 70F36
OUTLET
MEASURES ALONG FORCE MAIN
EROSION CONTF

DRAWN BY: RBJ
5"
yP-
TOP OF SHELF
In
PERM. POOL
T
F
BOTTOM OF SHELF
2 TYPICAL 200 SQ.FT. PLANTING DIAGRAM — 10:1 Slope
PLANTING SPECIFICATION and MAINTENANCE NOTES Typ-
1. Plants shall be as listed or approved equal depending on availability of locally
N.T.S.
grown plants and time of year planted.
2. Plants shall be free of noxious weeds.
3. Plants shall not be allowed to dry out before planting. Care shall be taken to
keep the transplants watered and shaded during transport and storage before
installation.
4. Permanent planting shall be done between April 15th and June 30th to allow
at least four months growth prior to the average first frost.
5. Temporary planting to prevent erosion shall be in accordance with current
NCDOT guidelines.
6. Prior to planting, the area shall be treated with a non -selective herbicide
according to the manufacturers directions to provide a weed free planting
area.
7. Soils shall be tested and, only if needed, fertilized prior to planting.
8. Upon completion of planting, the areas shall be watered as needed to provide
adequate moisture. If water levels within the basins are at or near the
permanent pool elevation, additional watering may not be required.
9. Weed control is essential to successful establishment of the plantings. During
the first two growing seasons, undesirable plants shall be removed by hand, or
by wicking the weeds with approved chemicals. The local extension agent can
recommend the most effective methods.
10. Plantings shall be inspected at least once during the growing season. Any
areas in which the plantings have not established full ground cover after the
first growing season, or which become damaged in subsequent years, shall be
replanted according to the planting plan and schedule.
In
L
PLANTING SPECIFICATION
BOTANICAL NAME
COMMON NAME
r1
SHALLOW LAND
Callicarpo omericana (1 Gol.Shmb)
Beauty berry
#2
SHALLOW LAND
Cyrilla racemifloro (1 Gol.Shmb)
Titi
#3
SHALLOW LAND
Gethro alnifolia (1 Gal.Shrub)
Sweet pepper bush
/4
SHALLOW LAND
Myrica cerifera ( IN.)
Wax myrtle
#5
SHALLOW LAND
Voccinlum corymbosum (1 Gol.Shrub)
Highbush blueberry
06
SHALLOW WATER
Leersia oryzoldes (Plug)
Rice cutgross
#7
SHALLOW WATER
Juncus effusus (Plug)
Soft rush
#B
SHALLOW WATER
Canna flocclda (Br.)
Yellow canna
#9
SHALLOW WATER
Chosmanthium latifolium (Plug)
River oats
#10
SHALLOW WATER
Acorus calamus (Qt.)
Sweet flag
PVC
Screw type plug
PVC tee
Outlet riser Tem orar ool
+ + + + + + + + + +
+ + + + + + + +
Permanent pool
12"
PVC stubbed
into riser
/__1/
PVC cap ^� ^j
w/drilled orifice /�/ ^�
(see schedule for size) ^j
^/ ��
Pond bottom
a: 21
d . a
CROSS—SECTION VIEW
TYPICAL SUBMERGED ORIFICE
OUTLET CONFIGURATION
Allis
Junction Box
1
Rip -Rap Dissipator
w/Filter Fabric
(63 Tons)
ForeBay Area
2
1r
Sediment Storage
(12" minimum)
Weir
(To be installed after
site is stabilized and
sediment is removed)
Top 198.50
Water Quality Elev. 195.00
PERM. POOL 193.50
BOTTOM 188.00
(VARIES) 2' 5'
2:1 1 evq 1 2:'
157 stone
FFace of Weir-6' Th
t
2:1
structural HDP6 plastic
Top View
Trash Rack Assembly
i PW& hkuw 111a
1-0 lom"Pas"
concrete riser I I
I
I I b I
191 �.e.. �.` �• _ 'I I •..•' •ell a• .
' a.
Elev. A Elev. B
PEAK ROOF TRASH RACK
P.O. Boz 4386
18ncheeter VA 22MK14
Wn-877-5727
sngdde-retadoscan
RISER R-1 1
TRASH
RACK
TRASH RACK
GATE VALVE
RELEASE
WHEEL
RISER ELEV.
RISER ELEV.
195.50
195.50
WEIR ELEV.
WEIR ELEV.
195" �
195.
5' ORIFICE
;?ett•=ADED PLUG
-- 6' R2ffICE
THREADED PLUG
BARREL B-1
30" RCP
INV. 193.50
VC TEE
BARREL B-2 INV. 193.50
3O" RCP
VC TEE
_
_
PVC CAP s/
INV. EL. 192.50
PVC CAP w/
DRILLED HOLE
INV. EL. 189.50
DRILLED HOLE
.
BOTTOM 192.50
• . BOTTOM 18950
12, ATOM
�a SERVICE DRAIN
. ' •"
'• V/ GATE VALVE
CONCRETE
I` 6„
I `
'`
��'
a T
CONCRETE 6+
6 T
ANTI -FLOTATION
ANTI -FLOTATION
BLOCK FILL BOX
r
7
SOLID PRECAST
/
BLOCK FILL BOX rj
SOLID PRECAST
TO 2.50' DEPTH
BOX
TO 2.50' DEPTH
BOX
Drawdown Assembly
NOTE: CONTINUOUS NOTE: CONTINUOUS
RUBBER WATER STOP AT RUBBER WATER STOP AT
ALL CONSTRUCTION ALL CONSTRUCTION
JOINTS JOINTS
RISER R-1 SECTION RISER R-2 SECTION
VrEM-OWS1 W 1 VIM
NOT TO SCALE
Skimmer Assembly (Temporary)
TOP BASIN 195.50
WATER QUALITY ELEVATION 195.00 1st INCH - 1 YEAR PRE/POST)x
m
PERM. POOL 193.50 U
1 PERMANENT POOL AREA I I
(SEE SCHEDULE FOR ELEVATIONS) I I
Sediment Storage J Attach Skimmer
(12" minimum) to Drain Valve
Flange
ZcrovelSupport
For Skimmer
5 Tons #57 Stone
DETENTION BASIN DETAIL w/Filter Fabric
(To be removed after
N.T.S. site is stabilized and
sediment is removed)
W/TRt'SH RACK/
3
1�
30" RCP 9 0.50%
BARREL INV. OUT \
192.50 (Riser R-1)
189.50 (Riser R-2)
CUT-OFF TRENCH
DEEPEEP� TRENCH
Anti -Seep Collar
OF DIKE (SEE SCHEDULE FOR ELEVATION)
/ 3
�,�1
Rip -Rap Dissipator
w/Filter Fabric
(See Schedule)
EX. GROUND
TOP OF BERM El..
EXCAVATE PDND
TO THE ELEV
SHOWN DN THE
PLANS
EXIST. GROUNC/
TOP OF DAM 198.50
PP
M
'Evs, 1, WE 1000
NO FrO
2
CHECKED: DBC
REVIEWED: DBC
DATE: APH12011
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597 Pi25 �t
COMPACTED EARTHEN DAM
COVERED WITH 24' THK
LAYER OF CLASS-B RIPRAP.
RIPRAP OUTLET PROTECTION
CREST OF WEIR
f—SPILLWAY ELEV.
SUPll It rt]UTLET TO EX. GRADE
FILTER FA
COMPACTED EARTHEN
DAM COVERED WITH
IS' THK LAYER OF
CLASS-B RIPRAP.
9uaNCY SPUMAY
NOT TO SCALE
EXIST. GROUND/ TOP
OF DAM 198.50
NnTESI
LCOMPACT EARTHEN DAM TO 98%
MAX DENSITY (ASTM D-698)
2.REMOVE ACCUMULATED
SEDIMENT FROM THE POND
WHEN SEDIMENT REACHES A
— DEPTH OF 1.5'. AS PER PLANS
Q
c Q
w
IBM
SCALE N/A
BOOK NO. N/A
SHEET
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