SW6110803_Plansheets_20110829

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9
SE documente i
forth Carolina
stem designer
mnformiry with ?h:
ante with th"
1008 (1)
Date Lis 2
Lt�t
;ion of Water Quelfty
>n Nts-_8 i 7_oi I
PLAN"
PION 1
ENT, INC.
JNTY, N.C.
,wj SCALE: 1 "= 50' AUGUST 2011
,r��`�y,� GRAPHIC SCALE IN FEET
4R K1Z —50 -25 0 50 100 150
ENGINEERS 0 D
PLANNERS �
SURVEYORS
MOORMAN,KIZER & REITZEL,INC.
MOORMAN, KIZER do REITZEL. INC. 115 BROADFOOT AVE. FAYETFEVILLE, N.C.
PHONE [phone] FAX [phone]M FIRM NO. F-0106
SHEET 1 OF 4

2s4
/ N`11� y"" \// // A ////'
ENGINEERS 0 D
PLANNERS O
SURVEYORS
MOORMAN,KIZER & REITZEL,INC.
141
144
143
142
6+25 LOWS
CB(21D) /
/
/
4+67
CB(21F)/ /
'SST z
/TS
8+75
FUTURE CB(23A)
is .
134'
0+50 LOW
\ CB(21A)
8+75
TURE CB(22A)
133
N`
' � 0+50 \\ 132
\
CB(ziB) \\ \
\ \
21 C) `\ \
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\ \
SWAL 00.20% N. N
1(20F \\\
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56x35
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Construct on in uc.ord + e w h ilhese documen% is,
required by he s` rmwa e pe mR North Caroline
rules requi a that the st -nw tK ;vstem designer
Inspect during construct>L,rr. cerrtg conformity with n&
plans and specs; and ce,ni`ycompliance with th--i
storrrwater rules ' 15F. CA.. 2H .Ima(D)
?ermit# _C _.oatce/zZ /zolI
by_,%✓ ^;C 'Jivisicn of Wator t?ualrp
�..i7evisien
"SITE DEVELOPMENT & GRADING PLAN"
TURNBERRY SECTION 1
DEVELOPMENT BY
FLOYD PROPERTIES & DEVELOPMENT, INC.
McLAUCHLIN TWP. HOKE COUNTY, N.C.
SCALE: 1 "= 50' AUGUST 2011
GRAPHIC SCALE IN FEET
—50 —25 0 50 100 150
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEMIL E. N.C.
PHONE [phone] FAX [phone] RRM NO. F-0106
WIN
+82=3+13.
CB(14)
4+50\
/ DI(13) \
11 1
an« I c yr r

8+ 75
FUTURE CB(23A)
8+75
TURE CB(22A)
-�,AO1--�-
ENGINEERS D
PLANNERS
SURVEYORS
MOORMAN,KIZER & REITZEL,INC.
"SITE DEVELOPMENT & GRADING PLAN"
TURNBERRY SECTION I
DEVELOPMENT BY
FLOYD PROPERTIES & DEVELOPMENT, INC.
McLAUCHLIN TWP. HOKE COUNTY, N.C.
SCALE: 1 "= 50' AUGUST 2011
GRAPHIC SCALE IN FEET
—50 —25 0 50 100 150
MOORMAN. WER k REITIEL, INC. 115 BROADFOOT AYE FAYETTEYIUE, N.C.
PHONE [phone] FAX [phone] FIRM NO. F-0106
230
Emergency
Spillway
A��fPYod D4i•F*fere�gltli` i^Y fY�atl "icurflellld
(''6astnlntlen in ac0.;f Jeri Y7 wdth these documents IU
required by the sto: r:' afar permit. North Carolina
rules require that the system designer
Inspect during construc[lac, :er?ifj conformity with tnL
plans and specs: anti �.ortdy compliance with the
stonnwater rules- (15A NGAC 11-i .1008
"armit # 5 t) 1 1 C _ Dote 2 Znt I
by _ .. NC Division of Water Queilty
5h aet # 3 d Revision Data 6 1 I
SHEET 3 DF 4

ENGINEERS 0 D
PLANNERS es
SURVEYORS :bM
MOORMAN,KIZER & REITZEL,INC.
Approved
Construction in cn 'lams!Xurharuis;
required by the sjormv ,I,, odbCaroline
rules require that the smrrrwa7ar system designer
Inspect during =nformity with hz
plans and specs: and )—,�'!ance with the
Stormwater rules.
"#rrnrt#
Date
NC Division of Water Quality
5 1" t P - v 1 s ion Do to 9/'f &,- I
"SITE DEVELOPMENT & GRADING PLAN"
TURNBERRY SECTION I
DEVELOPMENT BY
FLOYD PROPERTIES & DEVELOPMENT, INC.
McLAUCHLIN TWP. HOKE COUNTY, N.C.
SCALE: 1"= 50' AUGUST 2011
GRAPHIC SCALE IN FEET
—50 —25 0 50 100 150
MOORMAN, KIZER & REITZEI- INC. 115 BROADFOOT AVE. FAYETFEMLLE, N.C.
PHONE [phone] FAX [phone] FIRM NO. F-0106
SHEET 4 OF 4

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FT. BRAGG
RESERVATION
RO SON
s SITE
ITEtl
40
TURNBERRY -SECTION 1 PLANS
VICINITY MAP
N. T. S.
DEVELOPMENT BY
FLOYD PROPERTIES &DEVELOPMENT INC.
McLAUCHLIN TWP.,
1. COVER SHEET
2. SITE EROSION - SEDIMENTATION CONTROL PLAN
3. SITE EROSION - SEDIMENTATION CONTROL DETAILS
4. SKIMMER ,SEDIMENT BASIN PLAN
5. LEVEL SPREADER DETAIL
6. FUTURE SHEET
7. FUTURE SHEET
8. DRAINAGE PLAN
9. SANITARY SEWER & WATER UTILITY PLAN
10. SANITARY SEWER & WATER LATERAL PLAN
11. ROYAL BIRKDALE DRIVE -ENTRANCE
12. ROYAL BIRKDALE DRIVE - PLAN/PROFILE
HOKE COUNTY,
MARCH 2O11
13. ROYAL BIRKDALE DRIVE - PLAN/PROFILE - FUTURE
14. WALTON HEATH DRIVE - PLAN/PROFILE - FUTURE
15. DURHAM DRIVE - PLAN/PROFILE
16. WENTWORTH DRIVE- PLAN/PROFILE -FUTURE
17. WENTWORTH DRIVE- PLAN/PROFILE - FUTURE
18. EXETER DRIVE - PLAN/PROFILE
N.C.
25. DRAINAGE PROFILE "D-5"
26. SANITARY SEWER OUTFALL PROFILE "S-1" - PLAN/PROFILE
27. SANITARY SEWER OUTFALL PROFILE "S-2" - PLANIPROFILE
28. D.O.T. DRAINAGE & PAVING DETAILS
29. HOKE COUNTY SANITARY UTILITY DETAILS
30. HOKE COUNTY WATER UTILITY DETAILS
19. EXETER DRIVE - PLAN/PROFILE 31. U.S. 401 TURN LANES UPGRADE DETAILS
20. GANTON DRIVE - PLAN/PROFILE
21. GANTON DRIVE - PLAN/PROFILE
22. DRAINAGE PROFILED-1"
23. DRAINAGE PROFILE "D-2" & "D-3"
a
24. DRAINAGE PROFILED-4"
32. U.S. 401 TURN LANES UPGRADE DETAILS
33. U.S. 401 TURN LANE & MEDIAN CROSSOVER
CROSS SECTIONS.
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dcx(/mL ks
M i,etruc0"n in aUCo dance .vi P. these dui,menw i4
�N reydired , he stormwet"r ,"arn,a r-,orth Qarolin
�i� rules roq✓lre that r,: 5t, mwate: vYatdm d93'gner
i
poF S' planns and epees and Cc if 1^�nCe rmit� with !h0
with the
storm waterrules.(ISFN�PZ'll7 .x.SQ))
aa Permit# l,�/L lI l],__. Oc7te i'/
3 io FiN////88EE�•' Q'` pnlGrl tv7t1�� M N_ Water Quality
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MOORMAN KIZER & REITZEL INC. 115 BROADFOOT AVE. FAYETTEVILLE N.C. OWNER: FLOYDOERTIES&DEVELOPMENT INC.
53630
7 P.O. BOXXFayetteville, NC 28305
PHONE [phone] FAX [phone] Phone [phone]
SHT, i ❑F 33
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SKIMMER SEDIMENT BASIN � T
FT. BRAGG MILITARY 26 5 OR V. LEGEND
RESERVATION Drainage Area = 50.4 Acres (Includes Future) ,SIL " IN
Disturbed Area = 50.4 Acres (Includes Future) 6.14 A (, ) O TBM: Contour with Elevation
PLANK ROAD Required Storage = 90,720 C.F. (1800 C.F./Ac. Disturbed) (AREA RES R • _ RR SPIKE IN 30 OAK 200t �-- Precast Headwall (See Sheet 28 of 33)
CUMBERLAND (Q=CIA) 010 = 138.35 CFS, Q25 = 154.2 CFS / RETENTIO S, P RT. OF STA. 19+00 ON ROYAL e
�~ s�C . G COUNTY Required Surface Area (S) = ,075 CFS x 325 S.F. = 44,964 S.F. � � � SPAC , C N R �.P BIRKDALE DRIVE. Rip -Rap Stone w�F)Iter Fabric(See ShT. 3 of 33)
^ - , Actual Surface Area (S.A.) = 45,075 S.F. � _ ELEV. 252.17
W b Actual Storage Area = 233,120 C.F. 0 To Riser of -58 0 0 °Storm Drainage
ti FAYETTEVIlLE RD. r TO rA» Top Embankment Elevation = 238.00 p tt 2 3g' RR ■ Catch Basin
�r \ 2��y RR SPIKE IN 27" PINE 150t
d 4ot SCAITH pg Emergency Spillway Elevation = 2300 N Spitway RT. OF STA. 26+25 ON ROYAL ■ Junction Box or Drop Inlet
S.A.- Top Riser Elevation = 236.307. / X. IRON BIRKDALE DRIVE.
` 1' • Bottom of Basin Elevation = 227.00
ELEV. 251.03 Construction Limits
� ROAD gyp. S.R. 1417 i
Skimmer Orifes Size = 5" coNST. yMrts
JOHNSON �\y o w Skimmer Barrell Size = 6" a� � � Z11 )
� ry M I N A Sediment Fence (See Sheet 3 of 33)
< Emergency Spillway Width a Sh t 4 f 3 Pawl ,c
Ream Ao A p �R 74jB (Q=CLH)(Q=138.35)(CLH=C2.6, H1.0) = L25'(Width) •° M 5o 120 119 53.0104397 rLN� Grassed Diversion Berm (See Sheet 3 of 33)
'a Spillway Weir 010 Capacity = Primary 85CFS Emergency 65CFS Total 150CFS +e M. ,06 1 I.P. SILT FE
• w Riser Size = 36" 2a,_ • „m 24349 (TYp) Catch Basin Inlet Protection (See Sheet 3 of 33)
SITE Riser Barrel) Size = 36" 2 -; -- --------• 50`� 11 a ® Drop Inlet Protection (See Sheet 3 of 33)
(Q=CIA) (C=0.45)(1=6.1)(A=50.5)=138.35 CFS 1OYr. WE 5+00 - Oil All
Rip -Rap Stone Class "B"
------------------------------
ROCKFISH (C=0.45)(1=6.8)(A=50.4)=154.20 CFS 25Yr. 1 s2
----- ---- Temp. Gravel Construction Entrance
6
T . 24.2 • 2, = ,,,,
a ' � '� oat4» --'� , �(See Sheet 3 of 33 )
244 CK64)sB
FILL do STOCKPILE AREAS
VICINITY MAP - H O K E C 125 ;1'� _•�'� ° : - ".5_.2 ` °°) 115 116 - - �' wETuwDs
75 S . ' 246126 41100. 114 PRO LE 98
SITE CONSTRUCTION SCHEDULE 248 ' '/ cOt3s // R j� C ,rP ® WATERBAR
- - ' _ ` ``,,.+� ', GR SED PERIMETER
1. OBTAIN PERMITS AND PLAN APPROVALS. 0.19 AC. 246 _ 2 76• ' - `� 112 11 j 1L00 -° - N ` .%N 01 RSION BERM
2. PRELIMINARY STAKING do FLAGGING CLEARING OMITS. �. a ` AVEL B M, �� (l INLET DATA CHARTS
3. PRE -CONSTRUCTION CONFERENCE BEFORE BEFORE WORK SILT FE E 111` 8 1i30 / 101 97
(� zdt-, Arr
BEGINS. 144 -( �20 9� / �� // •t. 11 `
4. BEGIN CLEARING & INSTALL TEMPORARY GRAVEL ei 1 24 re(24 ` '�` 102
CONSTRUCTION ENTRANCES. �� / o+ I S PERIMETER a ' '
5. INSTALL SILT FENCING ALONG WETLANDS AREA, AND Gill 133 DI BERM / / `�` INLET TOTAL PIPE TOTAL PIPE
r 1 ` : • / 103 �. \ ax'6''S0 ', m Ac. All INLET TYPE �� INLET Ac. Ac. INLET TYPE SIZE
ALONG HIGHWAY 401 AS SHOWN. 132 131 �r-'s "�/ 110 - ''��) $ )
•1f70 4 / 16'J6 ' `A 1 0.1 0.1 C.B. 15" 20A 0.1 3.4 FUTURE C.B. 18"
6. INSTALL SKIMMER BASIN do PERIMETER DEVERSION BERMS - . • asnr
GRASS do EFTS. GRA BERM 130 109 / ^� ` \A 104 xq_7S
7. GRADE STREETS, STOCKPILE DIRT, FILL AREAS SHOWN. 143 ; e ss2 w ) / b) /. ' 95 •5:12x • y `` �• N 2 1.7 1.8 C.B. 15" 19 0.0 14.8 M.H. 30"
8. INSTALL SWALES "G-M", GRASS k MULCH DISTURBED °+T3 LO i u b 7O) <m) , /I08 / 10+50"2+s5 a - 12+9150 tS+M w \!!! \ 3 0.5 2.3 C.B. 15" 20 0.1 0.1 FUTURE C.B. 15"
AREAS. a(a0) ' - - r-1S 129 /� 0+50 / ` / - 94 °A -("A) 65 \ 4 0.2 0.2 C.B. 15" 21 0.1 15.0 C.B. 30"
9. INSTALL SAN.SEW. MAINS, LATERALS, ETC. - e s,is
10. INSTALL STORM DRAINAGE, CATCH BASINS, DROP INLETS ett(a) 107 1OS // / o
25.s-15" nrn _ • assx se.e5-30• , ,
AND OUTLET CONTROL MEASURES.. •n5m. r ' - � ' •a9as
11. INSTALL CATCH BASIN & DROP INLET PROTECTION. 2 - _ 106 cN.g • ` g 1310� ?p 5 1.3 2.8 C.B. 18" 22 0.1 0.1 C.B. 15"
1 n I�+JQ"2+A0. lL ' :�r_x I� 93 �! .,�.(�,� , , �( ,
12. INSTALL WATER ONES. LATERALS & ALL RELATED CPS Poll T 1 s+o0 (�/ i •1 _ , �- ��(� 1as ( 92 �// \\ 0 \` 7 0.11 1.1 C.B. LC.B. is" 24 0.4 516 FUTURE C.B. 36"
APPUTENANCES. r '
13. INSTALL UNDERGROUND ELECTRIC SYSTEM. 4582 .2 1.P. _ v --- _ / ''�0+50-a+1 / 66 b qqP �1`
14. INSTALL CONCRETE CURB & GUTTER k BACKFILL 252-35 - Aw - - _ __ / \ ' 8 0.1 4.0 C.B. 24'
, • 1.on[ 3+ � --__ � �''' / a5.r-1s• 6rr ' o v ` �
_ _ - e // ®No) �} p 1 FUTURE C.B. 15"
ane) � -__ -� / • t.mx 9 1.1 1.1 C.B. 15" 25 0.7 0.7
15. INSTALL SAND CLAY BASE TE STREETS, FINE GRADE 141 �"° �Q 91 / wc�n ` _- FUTURE C.B. 15"
SHOULDERS, TEST BASE MATERIAL Q4 ; � 82 1s(1n = _ - ''14• a� `\� / // 67 it 10 0.5 1.6 C.B. 15" 26 0.1 0.8
16. PAVE STREETS AND TEST ASPHALT. i ; y 83 s.ao-o+, x _ _ _� // 68 g 63 \ IDA 0.6 2.2 C.B. 15" 27 0.6 1.4 FUTURE C.B. 15"
17. INSTALL METER BOXES AT FINISH GRADE SHOULDER. 84 $I' 1 -1 - + � \� • 5,•-,s S
18. GRASS, MULCH & STABOZE SHOULDERS, SWALES, L -- $ 89 `\ / 69 • 11 0.8 7.0 DBL.C.B. 24" 28 0.1 1.5 FUTURE C.B. 15"
DITCHES do EASEMENTS & ANY AREAS DISTURBED. � ' • 10°x ' 85 r - 73 Np
19. CHECK & SECURE ALL EROSION CONTROL MEASURES 140 0 f �� ' 1+so 86 w(44) - 14� \ $ C.B. 30" 29 0.1 1.6
� / a+so ` ` 12 0.5 7.5
e17� FUTURE C.B. 15"
THAT ARE TO REMAIN IN PLACE UNTIL SITE IS ; %� - 01(16) 87 8§ fill `a CB(56) ° 62 \`\ 13 1.3 8.8 D.I. 30"
r CONS . UMI1S • ,
COMPLETLY ESTABLISHED. s / �) -
20. INSPECT SITE FOR FINAL APPROVAL do ACCEPTANCE ; DIVERSION 6� (TYP.) / '\ \ 61 , \ 14 0.3 9.1 C.B. 30" 30 0.9 0.9 FUTURE C.B. 15"
LETTERS. i/ QqRM / `':\ 70 - '` a(ao) \ \` `` 15 0.3 9.4 C.B. W. 31 1.1 2.0 FUTURE C.B. 15"
' f ) 80 QI � / / 712 - 12+2 60 i� 16 0.7 10.1 D.I. 30" 32 0.2 3.8 FUTURE C.B. 30-
39 79 'I ail = _ 72 s +\ ®(�) N/ \` v \` 26 \` 17 0.7 0.7 C.B- 15" 33 3.4 7.2 FUTURE D.I. 30"
r � 78 - - � � Ya7'-1s• Ao
77. j - -- - i't 59 / / �� >''� •05as 18 0.6 11A C.B. 30' 341 VOIDED
76 73 ' ; '-'1o+s6' // DIVERSION `\` , ms4 36 0.2 T4 FUTURE C.B. 30"
75 0 74 cs(41) 58 / / (TYP.) 27 I> �,x4�B) 21D 0.6 0.6 FUTURE C.B. 15"
_ - - s 57 28 mhQ' s1P� '' 21C 0.4 1.0 FUTURE C.B. 15" 37 1.3 1.3 FUTURE D.I. 15"
k 7+a.s0-0-tass ae(ae : '' ' ' / oi( `�`
,1• - - .-'' 1 , 21B 0.1 1.1 FUTURE C.B. 15" 38 0.4 1.7
_ ; = r FUTURE C.B. 15
2s. -w• 6c _ - --�- -/ 56 Tjv / jjM 29 z IS* RCP-z7+a-n+ `� 39 0.9 2.6 FUTURE C.B. 15"
I ' , 2 r/ 45 46 aszs - .. = ' / / / . S70M1"� ` 23A 0.1 0.1 FUTURE C.B. 15"
40 0.8 3.4 FUTURE C.B. 24" 137 22A 0.1 0.2 FUTURE C.B. 15" 41 0.3 0.3 FUTURE C.B. 15"
47� 30 �$ 24 25 EX. IRON
/----------- - ` / / = 3 21A 0.1 1.4 FUTURE C.B. 15"
Nw 54 / 31 = ' 2 42 0.1 3.8 FUTURE C.B. 24"
136 • ' , I I oKts)T 5] 53� / - t•(ss) 2 36 7.4 C.B. 30'
'2�' 2 F / 32 !'' WATERBAR 20D 1.7 1.7 C.B. 15" 43 0.1 11.3 C.B. 36"
ax) ' ' 22 / GPS POINr-Ec p `\ (T�-) 20C 0.1 1.8 C.B. 15"12.1 D.I. 36"
- ^ , i t min 43 ' r N 33 Y L952 t36.B2 `�
42 c -• / / 'O+u70 458.st9.09 ` 20B 0.1 1.9 G.B. 15- 45 0.7 12.8 C.B. 36'
i ____ O - 21 J ELEVATION -TOP I.P.
7111 111 `- • 44 /• -\ ( : '' / 1 46 0.1 12.9 C.B. 36"
I z4as4 �
135 01.34X n - _ 1s+1as0 / ' 41 - - / 34'
s R0" 40 \ ` +'. 2111 1QV - 2� / 47 0.2 1 13.1 C.B. 36"
•... 48 0.8 13.9 D.I. 36' --- -_ CB(12) 39 sz
36
m.r- aca -- " - _ 38 / ) 35 � .• 19 � `.` 49 0.4 14.3 D.I. W.
X. IR OPOV SPAA • nx �4) _ - a-s 37 36 -1 ''j'' (```` 24 15.6 C.B. 36"
� PROTECTION 2 15so '7+115 25) ,a+e0 1"" \o�5a9 / R`` -� 50 VOIDED
(�.) ) 1s+m _ -- __ - _ CB(28) 20+20-3+IV35 17 ,�0• N SANITARY SEWERI Z \ 51 0.5 30.4 C.B. 42"
% -1s fillcB(31) LA OUTFALL - SEE SHEEETS 01 52 0.3 0.3 C.B. 15'
�. 5 •1.a0zBa
16 3 OF 33 \ 53 0.7 31.4 C.B. 42"
/ / •I - ^ ----- o ' ' • r'/ N 16 / n\`` _%
1e+25 It If `Si`� W
1 FILL (AV 1.5� Su T f ) "-- ' ' �. GIGO) 15 \
q GPS PANT /A N 1193' B• 8 9 17+e5 1°+) '� / / \ 55 0.2 1.6 FUTURE C.B. 15"
/ z 1.951,061.3868 SILT FENCE E (12 10 \ �2S) ce(27) �' 14 / / 1
Y 45e25&6140 62.51 56B 0.1 0.1 FUTURE C.B. 15"
E,EVATON-TOP I.P.
254.30 - J 2" - / / / - `\` I 56A 0.1 0.2 FUTURE C.B. 15"
y $ N I 12 13 %% WATER AR 56 1.8 FUTURE M.H. 15"
\` (TYP.) 57 0.6 0.6 FUTURE C.B. 15"
58 0.1 2.5 FUTURE C.B. 18"
CONS 59 2.3 2.3 C.B. 15"
'
Q7' �T OMITS � ti / \
-._._( •) "ti \ x 1.951,727.1787 / \` GPS POINT /e i � �, / `` `` \ 60 0.1 4.9 C.B. 18
Y 457.266.1720 61 A 1.3 1.3 D.I. 15"
61 0.2 6.4 C.B. 24
"
62 0.2 0.2 C.B. 15"
r L n
',r + � _ ___ �- .\. � , \ ` 63 0.2 0.4 C.B. 15"
_ GPS POINT OE �9y,+ \ �- / / _. \ J / / \ 64 0.3 7.1 C.B. 30"
'784 Y45e.274z0\ - 1 ,; ( 65 0.2 0.2 C.B. 15"
\ ETEVATON-TOP I.P.257.51 1' AVG. / / '
1� / I ' � 66 0.9 1 8.2 C.B. 30"
/ 3:1 3:1 / _ -
r
67 0.5 8.7 C.B. 30"
1 s 3, I GENERAL EROSION CONTROL NOTES \ ; i 53 31.4 C.B. 42"
~-1 \ i i� i 68 0.6 40.7 C.B. 48"
\ � / 1. SITE DRAINAGE RUNOFF TO BE DIRECTED TO PERIMETER DIVISION BERM TO TEMPORARY -
AN \ SEDIMENT SKIMMER BASIN, AND TO STORM DRAINAGE ONCE INSTALLED TO SEDN(ENT
-Y, , SIOMMER BASE. (TOTAL SITE DISTURDED AREA: 24.5 ACRES) ) 69 40.7 J.B. 48"
` 2 �{,, 'bRAVEL CONST. SWALE DETAIL ' 70 40.7 H.W. 48"
?C1R. 2. ALL DISTURBED AREAS SHALL BE GRASSED AND MULCHED WITHIN 15 DAYS OF ANY PHASE r ,
%F, •.. f� ENTRANCE "A" - "M" OF COMPLETION OF WORK. SITE DEVELOPMENT ,
NTS• 3. SEE SHEETS 3 OF 33 FOR SITE EROSION CONTROL DETAILS & GRASSING SPECIFICATIONS " "
r� 1
EROSION AND SEDIMENTATION CONTROL PLAN
r; 1
° �� "- W = oo + TURNBERRY SECTION I : ---
---- : '
93 FILTER FABRIC NOTES -------------- (� l
( 1. ALL STORM DRAINAGE do RELATED ITEMS SHALL BE BUILT TO N.C. DEPARTMENT OF-------1' .__ p yrOV951 �10rinWAll,f do('H11t ¢o0uril:i t�
TRANSPORTATION SPECIFICATIONS AND AS DIRECTED BY THE PROJECT ENGINEER.
sz / Rip Rap - d Co DEVELOPMENT BY = --------------------- ---- p da^p8 w11h me" mania le
t�-�-�M•-� � LSanitrtaration in aG--Q
2. TYPICAL PAVEMENT SECTION SHALL BE 28' BACK TO BACK PAVE)AENT WITH 24" _ Iull irhil hV t that
tatty �' w+ltar Pattnit_ North Caroline
/ 3Do CONCRETE CURB AI GUTTER. SEE SHEET 28 OF 33 FOR DETAIL FLOYD PROPERTIES & DEVELOPMENT, INC. E7( S--- 4 'ulv6r0ryur constr 9i0on. oe ry OoOfO designer
In5p6ut Aunng ep�t5truaupn certify conformity with'n9
() plans and specs all certify compliance with the
3. SEE SHEET 28 OF 33 FOR DRAINAGE DETAILS RIM 20&59 stormwaterrtlles.05ANCAC2M.'(X.'81i1)
C IN/11/III/ 8" INV. NI 190.19 Pormtl# (IOVO Date IS/
Z�l ZCf)
°POSED CONTOUR �,�N McLAUCHLIN TWP. HOKE COUNTY, N.C. B" INV. OUT 190.13 l -- Division ,vaterQuB!�
RIP -RAP OUTLET DETAIL 4. SECTION 1 CONTAINS 57 LOTS. ``,``� /�SCALE: 1 "= 100' FEBRUARY 2011 200.000 NEW 8' INV. Ml Sheet Z,e 3�1 --.. RevisionDLXItej;L.!lu tl
'P RIP -RAP OUTLET PROTECTION = • ; Revised 8-9-11
It
\ �F° ` s = GRAPHIC SCALE IN FEET
// OUTLET PIPE SIZE FLAW voA(�IY d50 La W 3Do THK TONS CLASS -100 -50 0 100 200 300
'f5 LEJ(IEL SPREADER - 1 24' 12.7 C.F.S. 4.0 F.P.S. 8" 14' 16' 6' 18" 19 B � •t (►
` ETAIL SHEET 3 OF -70" 48" 106 C.F.S. 8.3 F.P.S. 12" 30 34' 12' 30' 145 8 !� ^td•••,Q'���
'72" 36' 43 C.F.S. 6.0 F.P.S. 8' 20' 23' 9' 24" 50 B p Il/le" MOORMAN. KIZER & REITZEL. INC. 115 BROADFOOT AVE. FAYETTEVILLE• N.C.
GPS POINT F SEE FIELD BOOK 8004 PHONE [phone] FAX [phone] FIRM NO. F-0106
'O ELEVA110N-TOP I.P.
SHEET 2 OF 33

SEDIMENT BASKS:
1. SITE PREPARATIONS —GEAR. GRUB. AND STOP TOPSOIL FROM AREAS UNDER THE EMBANKMENT l0 REMOVE
TREES, VEGETATION. ROOM AND DIM O&EC110NABLE MATERIAL 70 FACILITATE SEDIMENT CLEANOUT AND
RESTORATION. CLEAR IIE POOL AREA OF ALL BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS STOCKPILE ALL
TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL L OF THE EMBANKMENT 70 FACILITATE
VEGETATIVE ESTABLISHMENT PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW THE BASIN AS SHOWN.
2. CUT—OFF TRENCH — DICAVA7E A CUT—OFF TRENCH ALONG THE CE17f%RE OF THE EARTH FILL EMBANKMENT CUT
THE TRENCH TO STABLE SOIL MATERIAL. BUT IN NO CASE MAKE IT LESS THAN 2 FEET DEEP. THE CUT—OFF 7RONOH
MUST EXTEND INTO 907H ABUTMENTS TO AT LEAS! THE ELEVATION OF THE RISER CREST. MAKE THE kWM M BOTTOM
WIDTH WIDE D O W 70 PERMIT OPERATION OF EXCAVA71M AND COMPACTION EQUIPMENT BUT N NO CASE LESS THAN
2 FEET MAKE SIDE SLOPES OF THE 7RENCH NO STEEPER THAN 1:1. COMPACTION REQUIREMENTS ATE THE SAME AS
RDSE FOR 1HE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFL L40 AND COMPACTION OPERATIONS
3. EMBANKMENT — TAKE FILL MATERIAL FROM Ilff APPROVED AREAS SHOWN ON THE PLANS. SCARIFY ARMS ON **CH
FILL IS 70 BE PLACED BEFORE PLACING FILL PLACE FILL MATERIAL N ACCORDANCE NTH THE SPECIFICATIONS.
CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETRNG.
C CONDUIT SPILLWAYS — SECURELY ATrAON THE RISER 70 THE BARREL OR BARREL STUN TO MAKE A WATERTIGHT
STRUCTURAL CON MECTION. SECURE ALL 001*1E711014 BETWEEN BARREL SECTIONS BY WATERTIGHT ASSE MUM PLACE
THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL 00 NOT USE PERVIOUS MATERIAL
SN71 AS SAD, GRAVEL. OR CRUSHED SMIE AS BAcKF1LL. AROUND THE PIPE OR ANIT—SEEP COLLARS PLACE THE
FILL MATERIAL AROUND THE PIPE 70 AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
TAKEN NOT TO RAISE THE PIPE FROM FlWI CONTACT WITH ITS FOUNDATION WNEN COMPACTING UNDER THE PARE
PLACE A MINIMUM DEPTH OF 2 FEET OF HAND—OOMPACYED BAC*LL OVER THE PIPES SPILLWAY BEFORE CROSSING IT
NTH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER N PLACE BY CONCRETE IN ACCORDANCE WITH THE SCHEDULE TO
PREtIENT FLOTATION. N NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH TNiOMGH THE DAM
AFTER THE EMBANKMENT IS COMPLETE
S DERGINCY SPILLWAY — INSTAL THE EMERGENCY SPILLWAY N UNDISTURBED SOIL 70 THE El"A71014% GRADE,
AND DESIGN WIDTH AS SPECIFIED
& NLETS — DISCHARGE WATER INTO THE BASIN N A MAKER TO PREVENT EROSION, USE DIVERSIONS WITH OUTLET
PROTECTION 70 DIWRT SEOIMEN7 LADEN WATER l0 7HE UPPER END OF THE POOL AREA 70 IMPROVE BASIN TRAP
EFFICIENCY.
7. EROSION CONTROL — CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS WS MiED. OVERT SURFACE
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS GEARED. STABILIZE THE
EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST OF THE PRINCIPAL SPILLWAY
MMEIXAIELY AFTER CONSTRUCTION.
MAINTENANCE -
CHECK SEDIMENT BASINS AFTER PERIODS OF SIGNIFICANT RUNOFF. REMOVE SEDIMENT AND RESTORE THE BASIN TO
ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE—HALF THE DESIGN DEPTH.
CHECK THE EMBANKMENT. SPILLWAYS. AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING
AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMLEDIAIEL.Y. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
IIbi I AND POOL AREA.
CONSTRUCTION SPECIFICATIONS
1. Assemble the skimmer following the manufacturers instructions, or as
designed.
2. Lay the assembled skimmer on the bottom of the basin with the flexible
joint at the inlet of the barrel pipe. Attach the flexible joint to the barrel pipe
and position the skimmer over the excavated pit or support. Be sure to attach
a rope to the skimmer and anchor it to the side of the basin. This will be used
to pull the skimmer to the side for maintenance.
MAINTENAN
Inspect skimmer sediment basins at least weekly and after each significant
(one-half inch or greater) rainfall event and repair immediately. Remove
sediment and restore the basin to Its original dimensions when sediment
accumulates to one-half the height of the first baffle. Pull the skimmer to
one side so that the sediment underneath it can be excavated. Excavate the
sediment from the entire basin, not just around the skimmer or the first cell.
Make sure vegetation growing in the bottom of the basin does not hold down
the skimmer.
If the skimmer is clogged with trash and there is water in the basin, usually
jerking on the rope will make the skimmer bob up and down and dislodge
the debris and restore flow. If this does not work, pull the skimmer over to
the side of the basin and remove the debris. Also check the orifice inside the
skimmer to see if it is dogged; if so remove the debris.
If the skimmer arras or barrel pipe is dogged, the orifice can be removed and
the obstruction cleared with a plumbers snake or by flushing with water. Be
sure and replace the orifice before repositioning the skimmer.
Freezing weather can result in ice forming in the basin. Some special
precautions should be taken in the winter to prevent the skimmer from
plugging with ice.
36" R1SO
ELEV.
38'
/C PIPE
PLATE
VIEW
NTS
SKIMMER DETAILS
NOT TO SCALE
1. PLACE ANTI —SEEP COLLAR
AS SPECIFIED N PROFILE
OR NO MORE THAN 10' DOWN—
STREAM OF THE CENIMM NE
OF RE EMBANKMENT.
TYPICAL ANTI -SEEP COLLAR
N7S
PERSPECTIVE
VIEW
NTS
F
END
VIEW
NTS
W
x
OF RISER ELEVATION
AT DOM04CY SPILL —
ELEVATION.
NOTE
81 1. RISER, DARRELL AND TRASH RACK
COMORE mom SHALL BE CORRIGATED ALUMINUM PPE
TYPICAL ALUMINUM SEDIMENT BASIN RISER STRUCTURE
Nis
PERM
OW
EN
SECTION "C•- C"
WEIR - FRONT VIEW
N.T.S.
ForeBoy Area
a�
2:1
Level
10:1
2:1
TOP 238.00
S.A. 236.30
1. POOL 234.50
-ll_�lal
1
ELEV. 230.40
8 PVC PIPE LEVEL
_
I —
BOTTOM 227.00
SECTION "B"-"B" Ii=
PERMANENT POOL AREA
Perm. Pool EL.234.50
SKIMMER ASSEMBLY
GRAVEL PEDESTAL
FOR SKIMMER
-- TONS \
Bottom EL.227.00
Edge
14' 10' 9' 10' 20' 18 Wetlands
2:1 10.1 3:1 level 2.5:1
11' C CyL
Emergency Spil way 237.10
ANTI -FLOATATION
CONCRETE
2500 PSI MIN
(6.5'x6.5'x3')
WI H VEGETATION
41Y — 36" CORRIGA7ED
Po- . �
ANTI -SEEP
COLLAR ( „ 1
7' 7'
CUT-OFF TRENCH
(IMPERVIOUS CLAY MATERIAL) 36" CMP Inv.
2 DEEP, 3' BOTTOM Out 230.00
2:1 SIDE SLOPES
SECTION "A" -"A"
SEDIMENT/DETENTION BASIN DETAIL
SIDE VIEW
N.T.S.
NTS
- STABILIZED
OUTLET -CLASS A"
RIP -RAP-- TONS
W/FILTER FABRIC
LEVEL PORTION( € /CREST AND CONTROL SECTION
%% - _ _..—..__.--.._..._..
~ \EXIT SECTOR
NOTE
NEITHER THE LOCATION NOR
€ ALIGNMENT OF THE CONTROL
SECTION HAS TO COINCIDE
PUN NTH THE CEITE UME OF IE
DAM.
WATER x—LENGIN OF
SURFACE EDIT CHANNEL.
CONTROL SECTION
. �1!11191m] EMT SECTOR
/ tEVE1.0R 5�IAPPROACH \
CHANNEL GIEAIER 100' '^,�R„f�
PROFILE ALONG CENTERLINE
ll 3
CROSS SECTION AT CONTROL SECTION
TYPICAL EXCAVATED EARTH SPILLWAY
NTS
INSTRUCTION SPECIFICATI
1. Earthen spillways — Instal the spillway In undisturbed sol to the greatest
extent possible. The achievement of plarmed elevations, grade, design width,
and entrance and exit channel slopes are critical to the accessful operation
of the apBwaK The spillway should be lined with laminated plastic or
impannaatile geotextle fabric, The fabric must be wide and Hong enough to
cover the bottom and sides and extend onto the top of the dam for anchoring
In a trench. The edges may be secured with B—ineh staples a pins. The fabric
must be long enough to extend down the dope and exk onto dable ground.
The width of the fabric must be One pkce, not joined or spliced: otherwise
water can get under the fabric. If the length of the fabric Is histifHdent for the
entire length of the spillway, multiple sections, spanning the complete width,
may be used. The upper sectlon(s) should overkp the lower seetim(s) so
that water cannot flow under the fabric. Secure the upper ad%e and sides
of the fabric In a trench with staples or pine. (Adapted from A Momal for
Designing, Installing and Maintaining Skimmer Sediment Basins. ' February,
1999. J.W. Falrdoth & Son.).
ALUM". RISER
i0
ICE INV. 234.50
)UT 230.40
ISER ® TOP
tB 228.30
W O=
(1) Z N
O \~
FILTER BASIN — BAFFLE DETAIL
See sheet 3 of 33 for Baffle details and
construction specifications & maintenance requirements.
A Klrraved SRarr»vtatar P;rft l? E+r'.0 GY4„W
�fi„itucuop in aGcprdanN with these documents i,�
required 4y th" sturbi%4tnr pornin North Carolina
rules ML1Jire That itns StotmWetar syalam designer
Inspoot dudng P)nstwdlpr,; colity conformity with thI
plans end $1JOW and Lmriify camp Once with the
stormwater rules. (1PiIiP, NCAC 2H .1008 O) )
Permit # Sl i( I l OSd 3 Oate-t 29 LZo11
by '22 2 NC Division of Water Quality
Sheet # �{ cf 33 Pevislon Dats_3 ro 2 c t(
SKIMMER BASIN DETAIL
DRAWN BY: CB & DAM
CHECKED: DAM
REVIEWED: JMK, Jr.
DATE:
MARCH 2O11
%J
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W
SCALE: V 1" = 10
H 1"= 4V
BOOK NO. 100-1183
8004 & 8005
4 OF 33

DRAWN BY: CB & DAM
CHECKED: DAM
REVIEWED: JMK, Jr.
DATE:
FEBRUARY 2011
EXISTING GRADE (,
VARIES (25' MIN) Z
SEE PLAN FOR LIP ELEVATION
#57 STONE SEE PLAN FOR LIP ELEVATION Z Z
(3" THICK)
W
6' SWALE (TYP) r— 2 A
OIL c
6" (TYP) Z 3' (TYP) —I O O C
0
1— W U
W O W Y
FILTER FABRIC 3:1 SLOPE
LEVEL SPREADER06
O Q
(Typical - See Detail) L- W
LEVEL SPREADER (SERIES) ODa F- ~_
TYPICAL CROSS-SECTION W
(1" = 30')
~ cc Cv
a' CU
Pipe from NOTES:
ALL CONCRETE TO BE NCDOT CLASS "B" (2500 PSI,
i v e rs i o n 6 , To Blind 12" SPECIFICATION 000-5. ACCORDANCE WITH NCDOT
Swale 1" CHAMFER (TYP)
SUBGRADE AND BACKFILL MATERIAL SHALL WELL LL
Influent COMPACTED (95% PROCTOR, MINIMUM), AND FREE
n ' OF ORGANIC MATTER, ICE OR OTHER UNSUITABLE m
°° S t o r m w a t e r 4 MATERIAL. o
a TOP OF LEVEL SPREADER (LIP) SHALL BE LEVEL AND 'm
° ' < FOLLOW THE CONTOURS OF THE EXISTING GROUND
18" AT THE ELEVATION SHOWN ON THE PLAN.
3'
1 4" THE LEVEL SPREADER SHALL BE INSTALLED ONCE
THE SITE HAS BEEN INITIALLY STABILIZED WITH
PAVEMENT, SEED & MULCH, ETC. THE DEVICE SHALL
BE PROTECTED FROM SEDIMENT LADEN RUNOFF
8„ DURING SUBSEQUENT CONSTRUCTION ACTIVITIES. 0
THE AREAS DISTURBED THE
Q. N
Filter Fabric Class "B " R i p R a p CONSTRUCTION OF THE DURING
LEVEL PREADER SHALL BE
STABILIZED WITH TEMPORARY SEED AND MULCH,
20" AND SHALL BE ALLOWED TO RETURN TO THE
"NATURAL" WOODLAND COVER.
FOREBAY DETAIL
N.T.S.
LEVEL SPREADER Z
DETAIL ®®® ®`, tatNtlttp®,fin'®®
J4 W
t
�a
00 o to
00
a 0
ICC) F- Z
=� ' OLLi'Ta�
LL J th Ln
0 > Ln
0 H o
5„ t C P��� Q ° .
), 10'-24" RCP �4i LL d a_0 ' v to BZ+I Od 18 RCP @0.20%� �\
O
F.E.S. (H)
24" INV. OUT Q
230.25
J.B ))
234 00 JPg 0
8" INV. IN 230.27
24" INV. OUT 230.27
EX. 8" VC ATER !(SD 21) o a
AEL -. t1ohnstru tl e1w"0%4 ;t . Pr.tW t± r�rrinl"Ks', 4
Cauted by t e accordance w!rn !hese documene ic
required by the t lrmwater perm!t, North Caroline
_ rules require tha Igt torcvva rti system designer
plans inspect aesP�s! i5A N mVU Date ))h the
Zm rhl
onformity
id
_ stormwater rules 15A rv„A„ m ia"o W
" ZPiI
--- by -WI NC Division e! Water Quality
1
Sheet 3 Revision Data 210/ZC; ( w
Ali /D IBM
LEVEL SPREADER SCALE: H1"=49
BOO
PLAN K NO. 100& SX
804 & 0005
1" = 20' SHEET
$ OF 33
LEVEL SPREADER DETAILS

SITE
FT. BRAGG MILITARY
RESERVATION
PLANK ROB
LEGEND
NOTES:
EXISTING
NEW
/
1. PROPERTY ZONED R-� TRACT IS
BOUNDARY
2; TOTAL AREA OF TRACT LOTS IS 9600 ACRES; ENTRANCE TRACT CONTAINS
ACRES: ENTRANCE
ADJOMOIG PARCELS (NOT SURVEYED)
4.96 ACRES; TOTAL ACE/COMMON AREA IS 18.37 ACRES.
CUMBERLAND
3.
TOTAL OF 261 LOTS.
1
81
IRONNON3
*Ex.
EXIISIM
HOKE
CO.
G
COUNTY
4.TOTAL OF 14.000 LF. OF STREETS; ALL STREETS EXCEPT ENTRANCE ARE
50• R/Nk ENTRANCE IS 100- R/W.
RESE
D F
nF-CIL
EXISTING CONCRETE MONUMENT
w
Os
5. SMALLEST LOT CONTAINS 9.143 SF.; LARGEST CONTAINS 28.909 S.F.
6.1
7. ALL LOTS MINIMUM OF OF 8O• FRONT
N.C. GRID (NAB 83)
(� 96)
PONDS,
N P C
0
tL
MEnANDS LINE
TO FAYETTLE
WIDE AT SETBACK LINE.
8. SETBACKS SHOWN ARE FOLLOWS:
-
-p -�
Q,
AS
FRONT: 25'(CORNER LOT SIDESTREET 25•)
/
_�
INDEX CONTOURS
NIIERMEDIATE CONTOURS
'p
REAR: 0
SIDE- 12' MIN.
\
0
®
SANITARY SEVER MANHOLE
t. 1417
`SY
9.) THE OWNER WALL BE RESPONSIBLE FOR STREETS UNTIL N.C.D.O.T.
TAKEOVER.
EX. IRON
.-._.
SANITARY SEWER LATERAL
�
ri
10. THERE ARE NO GRID CONTROL MONUMENTS WITHIN 20W OF SITE.
H. . 70)
/
SANITARY SEYIQt MAIN
1,. IRON %INS SET AT ALL CORNERS UNLESS OTHERWISE NOTED.
/ IN 2
12. SITE IS NOT LOCATED WITHIN A FLOOD HAZARD AREA.
FIRE HYDRANT
13. THIS AREA OF WETLANDS MAY INCLUDE SOME UPLANDS BUT HATCHING
IS SHOWN ALL THE WAY TO PROPERTY LINE & THE EASTERN LINES OF
.67 .8.(69)
9
1 19
IVp,`L
�--.
WATER LATERAL
�
LOTS 21 & 22 SO AS TO DE INCLUDED IN THE OPEN SPACE.
OP 241.
1 1$
[-a
N
GATE VALVE
6
48• INV. 1 234.16
Q
p
48' INV. 231.08
28.r-15 RCP
11
PLUG
', O
61 X
to
BLOWW ASSEMBLY
. 51)
:`�
121-'`----
__ ------- --- 9+25 CB(65) L
N
E. 9• WATER
rC900 WATBl MAN
WATER MAIN
'0
T.C. 244.86
VICINITY MAP
EX.
�h
CO
4+18 CB(C)
T.C. 248.88
15' INV. OUT 245.38
2+75 CB(F)
. 243.94
15 V. IN/OUT 240.44 /
a 1+28 CB(I)
7O\ T.C. 238.67
5' INV. OUT 235.17
r�o 2 ♦`►
242
�y
• INV. T 238.58 u, - 15• INV. OUT 41.00 STORY SEWER
OCKFISH 4+6 5 C.B.(50) w `. ® ® STORM SEWER CATCH BASIN
44 26.7'-1 CP s>
7.41 +95 c.e.(s _,, 99 2tk6 � sTDEIN DROP INLET (a)
TOP gas. \ 1D+63.50 GB(6 m S7IDRIN JUNC110N Box (.B)
42' INV OUT .90 1'Y `A T.C. 2�10
12 , 30• INV. I /OUT 36.13
12S 124 S v STORM FLARED DO SECTION F.
114 ♦ 9 5 CB(66) LOW 1s 1N 41.67 ( ES)
'' i i S- T. 244.86 2 y.IN 2 7.00 ---------- EASEMENT
3+ LT. C.B.(23)•-42 RCP 2+13.6X� 45,
INV. IN 240. ,.INV. OUT .71
75 T.C. 7,96 O 0.7 T.C. 242`.li5 INV. IN/OU 3s.45 � �' (�$ t`
t , '' 6 00 C.B.(52) 30' INV. IN 0 A `
Tu 3A RE2 ( ) 15' IN OUT 244.2 T. 24233 42• INV. IN 2 .61 116
T. 25 5 r IN IN T 4 126 15• NV. IN 238.00 48• INV. LT. 63) 100 ` `� A `` NOTES.
0.19 AC. 1 V. T 9 x `
-�27 26. 15• RCP 42• V IN/OUT 23s. 6 T•c• ` . . 1. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL
0 62X - Q� 112 113 / / 15• INV /OUT 24253 \ EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION.
z6 0 0.80% ca 1�4 - J \ 11 1p�� 1+50 C" 49) / / / 10 \` 97 2. ALL WATER & SEWER MAINS, LATERALS AND
144 , , 3+09 RT. C. .(24) Tor INV a 6.rO 115 RCP `� \, 12+83 (61) APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH
0+50 CB 1A) LOW \ T.C. 247.96 0' Q ` T. 4s.3z`t NCDEH & HOKE UTILITIES TECHNICAL SPECIFICATIONS.
r T.C. 251. ��/-� 128 , 15• INV. IN 2 .50 p 102 •�'r^� ' : ' `� 1, `` 8• INV. IN 238.60 3. ALL DUCTILE IRON PIPE, IN SANITARY SEWER SERVICE,
' _ ,= " z4' INV. OUT`Z3&10 SHALL HAVE GRIFFIN "SEWPER" COAT OR PROTECTO 401
15' INV. N/OUT 247.7 26.r-15' RCP 1 109 3s' INV N/OU 23aao 103 ° t
T.C. LOW CB(2,D) 26.0 O,5• R , 131 i ♦ 160 0. R as 6.3 CB(62)` `
132 s o 1.87X . +7s c$� / o o.37X I+'' \ 96 %� LINING.
T.C. 251.76 O O.SOX n , (22) 110 Sl'` ,!'" '' /T.. 24s.31
- 133 ., 3+s2 ce( ^> 130 0+ c.e.(zo) ; zA2 , 10+50=2+ .6s ce( ` ` 2s.r-1s• t C5 m 4. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
,5• INV. IN/OUT 248.26 r o' T.C. 250. i '1) 15 INV. OUT 242.80` A ` A
143 --_ T• 2+6-� TO 238. ,+so C T.c. 247.B8 HOKE COUNTY UTILITIES AND NCDOT STANDARDS &
, -15• INV. I 245.43 t V' . 36' INV. IN/ T 238 _ Qq 24-15 R(P`` O 13+04 CBl„58) LO r' SPECIFICATIONS.
OUT 245.00 10$ 36• V.--OUT 238.95 ,A .'ouT 42. O 5.12X ` `
i + " n - W 18• INV. T 245.18 IN/ T 238.00 , T.C. 245.28
0+50 C.B.(21) v A
1 - - - z6.r-,s• 129 104; 12+83.so D.L( > 95 /
o r.c. 249.50 10+36=2+ .a5 LT. T.C. 243.00 15' INV. IN 39.1 5. ALL SANITARY SEWER MANHOLES SHALL BE VACUUM
26.r-30• RCP I , 15' INV. IN 2 So < 07 CB(47) = 93 / ` A 18' OUT 2
26.r-15' R CB 2 - - 0 0.55X , 30' INV. IN/ 240Y7 n T.C. 247.88 105 w - 'INV OUT 2 / / •� 13+ s97 LOW TESTED A ACCORDANCE WITH HIKE COUNTY UTILITIES
O O.50X T.C. 251.47 - - I 26.7'-36' RCP (r5' I • RCP `� \ T 245.26 . SPECIFICATIONS.
142 15' OUT 247. 36.65'-30' S 89=0+1 .y M.H. 9)36• INV. IN/ T 238. O 0.33z / O 1.4oz 15 INV. IN 24�.50
,R t.6 n 6. ALL WATER LINES SHALL BE PVC CLASS 200, SDR. 21
52' RCP 5+ CB(2oo , - - 1 INV. 1 a3.4s 106 o+ 3+13.3s CB(45) `�` `)5' INV. IN+>�pT`,23asa o PIPE.
T. 2 33 t °p •-INV. N%Bu7 80 -%- - T.C. 24 8e �, 7. ALL FITTINGS SHALL BE D.I.M.J. SPECIALS'
O.SOX 32 -15• RCP - _ ---�__ '.o /1 71 CB(ao) LO 66 , , `
' , 3+ 2 CB(2013}' __ -___ - - 36• INV. /OUT 238.61 T. 245.31 z6.r-15' RCP; ` 8. ALL WATER MAINS TO BE LOCATED 5' OFF ASPHALT &
, INV. T 24 .83 -_
6+2 LOW 21C) 0 1.31X T. 250.31 _ / 15' V IN 241.1 1.00% / P` `t �'>> ;
141 T.C. 51.7 6.T- • R 82 1 NV IN/OUT 4s.eo - , ' ' �i^ 9 4+85 CnWfts)
Q' o t. 1X _ 4'-36' 91 / 24• v. our zal.oe r.c 24s.s2A �, BURIED A MIN. 42".
15• NV. I /OUT 3 5+76 CB(1 ) LOW -✓' 00.33 67 $ 5• INV. OUT`A243. s+
15+48 CB(20C) r.c. 248.7 n $�'- L. 68 f' 9. ALL WATER LATERALS ARE 1" AND ARE LOCATED NEAR
1 ' , I +75.'so ce(4s- 51•-15 CP , 63 ` i^
T.C. 25i.33 15' INV. T 245.00
O O IN/ z47.a883 84 ' $5 C 4a1 5 CB(18)--- _-_ 1 C.I V` tIT 238• 47: ) 69 00,3 �� z6 15• RCF\ 10.NSANITARYO SEWER FOR OR LOTS BY INDIVIDUAL SEPTIC
140 15• INV. 1 44.86 INV. IN T 239.00 s5 (B(57) ` O 3.74X TANKS.
y 4'-15• RCP 18• INV. 1 240.95 $$ �9 10+58 CB 2) T.C. 246.52 \ \ \ 11. SEE SHEET 15 OF 33 FOR DETAILS.
.00% T h 1+50 DI(1 ) N ,
H 30' INV. /OUT 244.86 T.C. 247.90 5' INV. IN 24201L 62 `
D. '1 15• INV. N/ T z44.1 - ` ` 12. ALL STORM DRAINAGE & RELATED ITEMS SHALL BE BUILT
YV. N/OUT 241.4 �( i INV. O 240. t \ ` 28+64 CB(56A) TO N.C. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS
, � 1=s+8 15 ? 1 INV. OUT 240.17`A �
3 81 80 79 . �I' 87 / T.C. 249.03 '� \ 70 TC+72 ; ) Low 61 - ` T.C. 247.59 AND AS DIRECTED BY THE PROJECT ENGINEER.
24' INV. IN 2 59 ak+ E 15• INV. IN/OUT 243.79
139 A +82=2+86.6 CB(15) 7 30 INV. OUT\, k ; - ' 15• INV. IN/ T 2 / 13. TYPICAL PAVEMENT SECTION SHALL BE 30' BACK TO
T.C. 251.42 I -i3' V. IN 245.45 INV. OUT 2 .38 - '6.Y-1s• N 60 / 27 `` 2 \ 2s.r-15• RCP BACK ASPHALT PAVEMENT NTH ASPHALT CURB. SEE
---- 30• INV. IN/ T 24204 '� 30' 1 IN/OUT 240. 01.00X o o.5oz DETAILS SHEET 18 OF 33 FOR DETAIL.
i --_ 78 77 7+31. 13.3s
, _ ---_- I a 76 P'" / 3 72 � "�1 T.C.2245. (�) T.C. 47.85 A - � 28+64 CB(S6B)
w s 3 CB(55) `� � 14. SEE SHEET 18 OF 33 FOR DRAINAGE DETAILS.
13$ _- 2 9.53 180 1cP t0+s8 41) 15' INV. IN OUT 15 I . IN/OUT 243.52`Y p T.C. 247.59
_ 75 � y� T.C. 244 I tp 15' INV. OUT 243.92
IN IN/OUT 240.43 15• INV. IN DUT 244.40 /TOP 2 50 In 28 / 5 ``A '
_ _ b i "
i O ---- _ 74 �' S7 / 15' INV. /OUT 243.37
�/ _ () 45 46 26.7'- 'RCP - ,.,____ _ = --' / 26. '-15' RCP �27 ' =17+20 \`t
137 I .0 1.76 ^ f O .32X '"t ___-`__`___ 2-r-15•�RCP / / 29 0.50X + ST M.H.(55)
� +Z = ` I V. OU 248. � 2+82=3+13. CB(14) ',�� _
1. r� TOP .35 2
r 0+52 9 _ ) 55 / 30 EX. IRON
i ' 6.r-15• RCP 30• INV. IN T 24212 9 ^' 48 _ T.CS 249. 75 J 15• IN IN 243.
T.C. 251.42 / / ♦ �
, T.C. 25L'S / _- _ / N75• INV. T 18
15• INV. IN/ 248.47 qcccca�1��'- 49------- '�" p ,s• INV. T 245.72 / S, t`
26.Y-,5• CP 10+3 (5) 1 4+50 (13) 0 ` Q) / / �`j��- ' 6+03 CB(54) 2 -
1 �q(Y' T.. 247.83
136 O 1.34 T . 52.16 T.C. 251. H TOP 2 .o0 51 53 {� - 54 / 15 INV. a3 2 t I 15' INV. IN I T 24 /50� U �i
T.C. 15' INV. IN .56 r I r30• IN IN OUT 242. 52 • `
D+75 CB(2) t T.C. 15' INV. g47.31 ; ,3+20 CB( �� - /� ° 33 32 21
15• NV .� .94 - IN/OU 9.58 ^ ' 54•-15' RCP 15' NVI 244.64 _� ,+50 L(33) `A
` _ _ f O 1.8)X 4324• INV T 244.00 2 29=2+86 TOP 2 50 QQ 20 / `try %
W i 44 13 5.50 CD(il) 42 / `� 40 32 / /\
135 76'-15' RCP o / 41 � 30• INV. /OUT 240.74 �
a -ci • R -` T.0 248.38 13+72=5 86.65 CB(12) •`.514
01.34X � 24224
8+. CB(1) INV. IN/OUT 44.05 G W
T.C. ? T.C. 246 5 • INV. T 241.00 �p`�'�26.r-15' P `
V. OUT 250.96 _ _ Y a 24• INV. IN 243. 10 A •-15• RCP "�� O 1.i1X, / `E
'�26.r-15 30• INV OUT 243.00 9 / 18F82 7B(28) 1.00X •A 1$
OP 38 T.C. 247 19+96 LOW 29) `Aw, TBM: / `I
EN 1 - - - °/ T.C. 246.40 17 RR SPIKE IN 27" PINE 150t '
SPgCE ---__5 17+85 CB(2 )15• INV. T 15' INV. IN z4z.3 ' '
/ T . 250.67ESM'T T.C. 2 .3s z43.7o / , / 1 RT. OF STA. 26+25 ON ROYAL
i INV. IN 246. 3 12+2 - _ u -(- :1D 5' IN IN OUT 244. �p vL �� BIRKDALE DRIVE `.
' INV. IN 246 28 T.C. 249 2 _ _ I t/
1.C.3252�.18) 4' INV. OUT .78 15•(INV. OUT 245. - ' W 3 ' / - 2 9y+,13.35 1) .r)•A� ELEV. 251.03 �, \
s 26.7' 15 RCP T.C. 46.59 16 \
�Jy C. 5.50 ( O t. --- o 301511 XCP 15• I V. IN/OUT 242
xc OUT 2 .55 3 1 15.50 ce 10 p�
24&1J7 M
4 ' INV. IN/ou 244.95 / 5 U1iLl;T_ " 19+96 LOW 30) I A,
13,+20 (1 ) $ i _j _ o T.C. 246.40
Q T.C. 2 38� 9 26.7'- ' R - ' 'INV. IN/OUT 42.
!.� N it 43•2 E INV OUT 244.90 1 Q O o. oX 2 o 0.SOX� ♦°
1 r /-
h262.st� 1 18+60ce27)
\ T.C.247.40
\ 7+85 CB(2 15' INV. T 243.83
C. 248.35 13
1y I \ 5• INV. OUT 2 .8512
�I4+18 CB(B) CC TBM:
T.C. 248.88 \ \ 5' Ma IN/OUT RR SPIKE IN 30" OAK 200t
21/ RT. OF STA. 19+00 ON ROYAL \\ \
79. .J 4+ #S / k� / BIRKDALE DRIVE / -
sT�O F.E.S.(A) -� ti \ ELEV. 252.17 / / X. IRON
15• INV. OUT 244.85 , I \ ApFtfAVnd R%nrmwpY ,'am+lt [irAfil,HSefi Cob
r g6,)auuutmn in acc; dance with these documents it
4+5250 ruclulrpd by tho ` rr w )ter pentiit North Caroline
SWALE ELEV. / / i rulee retlure mot the tpvmws* system designer
244.63 / , i Inspo" durlov cpnstr t cr, canify conformity with th3
plans and spaea, and c,ortJy oomplwnce with the
2+75 CB(E) / / \ ,' stt>r�water ales. (15n NCAC 21-1.1008 (I) )
• T.C. 243.94 / / \ \ / \
U. 15• INV. IN/OUT 240.44 Permll #,.� o _ DE,te l2y /Z.c� i I
/ \ \ WILLIAMS / �� ` / () ay �i NC Division of Water Quality
ZONED R- / /
/ \ / I , Sheet # � cj_j. �Revision Dais e4l Zn 11
IK INV. OUT 237.87
f
2+•9B_20 I
SALE ELEV ---237.47
SWALE o \ / / / / I ! DRAINAGE PLAN FOR
_ TURNBERRY
1+28 CB(H) 4.67X
T.C. 238.70
15• INV. IN 234.45 / �-____________�' ,
15' INV. OUT 231,8T / X: = -------__L-_-
F.E.S.(y / \ \ \; / f _----------------- --- - DEVELOPMENT BY
SWALE FgVr !1 "V. OUT 231.00 / / / - -'
230.47 �,,��,� \ ,- FLOYD PROPERTIES &DEVELOPMENT, INC.
G+00 SWALE ELEV. SPREADER -TOP 2[.00V-
zis /
\ / /.>< / McLAUCHLIN TWP. HOKE COUNTY, N.C.
223.50 Oat \ I
i \ \ \ \ - _ _ �' J �.•�`"""""•••. SCALE: 1"= 100' MARCH 2011
/ / , -too -50 oGRAPHIC SCALE IN FEET 100 Zoo 300
m
MOORMAN, KIZER & REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILlE, N.C.
PHONE [phone] FAX [phone] FIRM NO. F-0106
SHEET 8 OF 33
1

254
2S4
2`S6
4R
258
215
P / 8+J5
FUTURE CB(23A)
Ol
O' 8.75
Y FUTURE CB(22A)
�N
N
MOORMAN, KIZER do REITZEL, INC. 115 BROADFOOT AVE. FAYETTEVILLE, N.C.
PHONE [phone] FAX [phone] FIRM NO. F-0106
Ir
236
1�p ILkv
`230
240
246
(►p9roved St9rMW0t0r i='s7Mlt I)06Uih6"t6
�4nstruGtign in gWrd@nm wlNr thaso documents is
rvQulrkd by the ojnrmW§lar grlfmlt, Nerth Caroline
rules reyuira that tho stormwater system dasigner
Inspect during 00051ru;4ign; certify conformity with tha
plans and spacs� and uodify compliance with the
stormwater rules. (15A NC
AC 2H .1008 Q)
Eyrmit # 0 Oetew
/Tj NC Division of Water Quell
Sheet # A/Pevision Data! —