SW6130901_APPROVED PLANS_20131025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_�_/��D
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATEl�j/�p�j�
YYYYMMDD

U.S. HIGHWAY 401 SOUTH RAEFORD ROAD
187' PUBLIC R/W
EXIST. SSMH #C EXIST. SSMH #D
RIM=258.19' RIM=257.29'
EXIST. SSMH #B INV. IN(W)=244.61' INV. IN=243.64' XIST. DI
INV. OUT=244.51' INV. OUT=243.54' EXIST
DI EXIST. SSMH #E INV. i25.83'7a'
EXIST. SSMH #A RIM=260.56 ExIST. DI INV.IN=253.07- '
RIM=263.95' INV. IN=245.71' a'M ie i aso' RIM=256.67
Fm
INV.OUT=252.82' INV OUT 247.fi8'
INV IN=247.70' INV. OUT=245.61' INV. OUT=25440' INV. IN=242.12 RIM_zs1.24'
�xlsr. DI
INV. OUT=242.02' / INV: i4a.15'
- - _ - INV. OUT=247.60' EXIST. 2a'pRCP _ - -- -
INV -2 fi 4.04' - -. - - _ - - - _ - _ _ _ _ - _ _ - - EXIST. 390LF OF 12"05AN. SEWER
-ZS \ �2 ----_ EXIST. 398LF OF 12"Y SAN. SEWER E%1ST. 38 SLPOF@ 0.2% SEWER _________ ______ - $LOPE-@9.3a%--- _ _ --_-_ _ - - _--_ - __ -- T
E%1ST. 390LF OF 1205AN. SEWER --_ 9 2 57., -_ .26% SLOPE _ -- _ _-_ _- __ 2$6-n _-_ _- _ --_- _-__- --.25 _ -.z 4 252253._-- _ _- - -- _
26p-__- Sg._-__
-SLOPE
_ _ _ ___�_-.`____'258 -- --- -- 258 ------ -T- - --- - ------ - 258-- _ - - -'---- --_-=-"-� ------ -_- ------�-� - ---- I.
_ ----
-5--- 63--=='-_- �,_�-_-----_ ---_.�__-Z _ _ --- - -----------259=-----� _� -------------------1- ------------------ ----- --- --
__260 _26 262 2. --264 - -- ------_= 62c._--- � -"`�� - - - _ _ _ _ _ - _ �-
----_---�----------------------------------=3-- --,--- c- - - _ -
_ _ _
__.____ --- — -- __ _ -- 258 - _ _-_ _ --
/_ __.----------------------------- __----_--_---_-_ -_ 257 _ - -- 257 _ _ _ — _
-- - - -- - _ _ _ c 25� .255_z�--254'_ 253 _ -_
--.__- -- - 9--= --258 -- _ 57 --- - ---- — .. — .. ——.—�_�;..._z_ — - _ -- _--- - -- --- ---- - - --- - --- -- -- --
----262 __261 __-_260-_-«= '-2$ - --- - - - -
----.. sir ----- - — —.. �s�-2 ---- ----• -- -- �'256 � - --
9—_� : - --- ---- - --------- ---- _____ -- - - -
- 6D. - -- -- --- --- ---
\ \ 1 y
-- - - —y - - r— - -- -- -_ _ _ -_---_---_-=25e----=-_--__ - — — — — —
--_-t '----'---- - - -_- - - --- 259 --s--'__ - --- - -- ___ -- ---- $7-- - - - _ - --' -
_ ---
-__-`-____ \ ___ _____ Exisce Ow -all MAIN- -258-- r ____------3-=��=�- - - - - - - - _ ------_'2$6` --- r___ _ -FED _-c_I_�--_ - - -.-- - -o ro�Y —ro-F- ro-�- w�-- nr- - - w—a w/' aw w^ -
\_ F FED __/ /� .--i-2$9�i25B=a---�1^ - - - - - - - �-
- '- - -w- rP-ro- P�-w-w-rP r --hfO T T F�PED
`�/� -.7 e-w-�ww �r�=za-�\w_ �O PED l - - - _ _ _ _ � r
TaTEL FED / I �.=252.18-
EXIST. 1 F E%ISfID -
"w w
I PP RIM 249.66'
0PED _ v ORppD \ \ �.A- 1 pp '•fir I \ EXIST.F I p 3Y EL1` RICAL EASEMENT I RIM-250149' PP
:. i0 PED ' - PPP - O I \. XIS f 18"0 RCP PP _ / I I I - - - QZl
.. - .. - \ J
i' / IR \ IN _255.24" - .. - .. EIEpfBIGAL EASEMENT. - ...I- .. 1 .. - .. . - .. ... .. - .. I INV.=248.49'
_ I _ \.. ._..-..-..- - �..- St 1L80NC T...-.. \ PP
-i....-. \ �..-..-..-. L.- -. 1 I
DRIVEWAY TO BE _ = " - - - aE OPTIC PEDESTAL L I I \ / INV =255.89' / c_1 \ / �\. \ I \rJOODacRRY
RECONSTRUCTED _-' roa RELOCATED -253
/ NCURB / I� 1 \ Ex15T.1fi"FRCP hN I \\ �� hh '\ SECT.2.
.\ P / I \ Inv.-256.07' rV I jr / I \ PC 3, SLIDE 3-3, MAP
IN PHASE 2 �\ \ � ' lAMFSBANNE Mc4�aE' I I I
\. \\ /'\261' l azassyaorm3 /�
;UDE3
SDOE3W, MAP1 / I I I I /. \ /. / ✓ I
�.\ / I I / / j // EXIST. 30.
ACCEES I
EASEMEr�'r I
EXIST 1$"0 RCP $ \\\\ I -259 : �\sK I rid' // I II LOT 4
INV.=257.05' \ NC�,o ,' I \ I / I 1 \\ LOT Jr
`USN I \ 8.19 ACRES '
P \ \ / 1.97 ACRE
WOODBERRY.
�`\ 1\� P x INV=256.41' I \. \`� / \
y SECT. 2
INV=256.6$' \\\\� EPECOo LOT 1 \\ I /,1y0 /� 1\ \\\ // //� \,\PC 3, SLIDE 3-3, NIAP4
E. \ EXIST 15 RCP
r'p \rv\ \ INV.="0 ROP \ / \ I a <
TELPED rsN \I\\\ N EXIST I$"FRCP 7.84 ACRES \\
\\ INV, 2S6.17'
2 EXIST. DRIVEWAY \\
7 TO BE RECONSTRUCTED
TO INCORPORATE TURN LANES \ \ J \ wV =255.85' / / tih WOODBERRY
\\ 1\\<� _ PC 3, SLIDE 3-3, MAP
(V• 1 EXIST. 15"0 RCP
INV.=256.92
O EXIST. CHAIN LINK FENCE
\ \ WOODBERRY
INV.=256.77 \\\\\\ \ \ �\ i \ \ __ zs3-- SECr.2
1
O w EXIST I5"0 RCP PC 3, SLIDE 3-3, MAP 4
( ) TO BE REMOVED \\\\;\ \ \ I , i�/ 1 - - - - - - - -
INV.=256.00,
y \\
INV=255.86' _ '� \\\\� I as I I - '
\ \\ J+ \ \ m II /// /\\\��'�. 1 WOODBERRY:
\', �N \ \ '" n / \ 1 SECT.2
^ EXIST. 15' 0 RCP \\ ✓;�\ rFO\.3 PC 3, SLIDE 3 3, MAP 4 _
` 1 TO BE REMOVED \ \ r.r /
INV=255.58' \ EXIST. , `-0-2 °'O� _ EXIST. PP T01 I \ B . 69 AGES ,� ^\ /
EXIST. DRIVEWAY \\ \W P WATERTAP / PP PP' P�\I / BE REMOVED /' 1 JAMES L. BRADLEv \37\
O TO BE REMOVED �\ \\\ N / / \\ 1sJ 49466-00-01-042
wooDBEzav
INV.=255.62' \\ / / ,, I \ -. \ I I DB 886, PG 901
�• -\ I \ \� 1 /' PC3SLIDE 33 MA'r'.
FO PE
CAN
EXIST. 15"0RCP \�\ \\\\ •'\ I /� /'/ \�1�\ — - - �� _' \\ // WOODBERRY
I- TO BE REMOVED \ \\ \ / / /' / _ _ -�= AP4
INV=255.55" @\ \\ = _ _ _ \ / / - - "-- - - - - - - � _ _ _ - - _ I 1 SECT. 3-3,
. :. \ \ \ 1 � PC 3 SLIDE 3 3 M
EXIST. DRIVEWAY TO \ --- \------------
BE REMOVED _ I �\
2S8. //. \\ i -I� \.. 35\
INV: 254.99' 1 \i
\ \\ \\\\\\\ / / <' \\ I\ \\. \\ II -L -Q 1.. WOODBERRY
SECT.2
y\ `\ \N N. / I PC 3, SLIDE 3-3, MAP
'4\\ \\\\ \\\\\\\ i I EXIST. TELEPHONE PEDESTAL \\ >,
EXIST.1s'0 RCP s \ \\\,+I TO BE REMOVED `\ /' _/ .
TO BE REMOVED \ \0\, P \\ \ \\ \ \\ - >\ \\ I LOT Z \\ \ . \ WOODBERRY -
INV.=254.40' \ \ TELE FED--252- \ `'/ \ �� \ SECT. 2.
12.46 ACRES \
EXIST. DRIVEWAY TO y PC 3, SLIDE 3 3, MAP ?
BE REMOVED
INV. 254.3T \ i �EIP
EXISTING CONDITIONS NOTES
1
\ �I 11 12' ACCESS EASEMENT
1. THE CONTRACTOR IS REQUIRED TO EXAMINE EXISTING \ \\ \, \ i N �P (DB 171, PG 382) WOODBERRY
CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION, 1 \ s� SECT.2
\ \ /� \ \ _ _ EXIST. DIT£fI TO -- lw/TRANSFORMER PC 3, 5UCE 3-3, MAP 4
INCLUDING SPECIFICATIONS, BEFORE SUBMITTING A BID. \ \ \I \--251 BE/ FILLEI91N '
2. EXISTING UTILITIES (SUCH AS WATER, GAS, AND SEWER MAINS/LINES,
TELEPHONE AND POWER LINES, AND UTILITY STRUCTURES IN THE
VICINITY OF THE WORK TO BE DONE ARE SHOWN ON THE DRAWINGS BONNIEMaEvouNG =
EXIST. 24 RCP .7�
ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE INV. 25a.58' 49466-0o-01-m4 ao s
Gi
AVAILABLE TO OR DISCOVERED BY ANDERSON ENGINEERING. THERE IS \ \ \\\ \ \\ � ` ' \ JI / � � SLIDE 238PMAP 3
NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF THIS \\ \\ >?— ___ _-- - 7
INFORMATION, THEREFORE; ALL LIABILITY IS EXPRESSLY DISCLAIMED. \ \ \ __
3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL -\----_ / Sh/�[ 0 6 p8mi-It
EXISTING UTILITIES. EXIST. DRIVEWAY
4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE TO BE RECONSTRUCTED \\ -
CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR TO INCORPORATE TURN LANES
MODIFICATION OF EXISTING UTILITIES BY THE CONTRACTOR OR
AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR INV.=254.40'
EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. \ \\ \ EXIST. Q
5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FEATURES, DITCH \/�
UTILITIES AND FINISHED GRADES PRIOR TO SUBMITTING HIS BID. NO \ �i q / 0, y or_ -
MOUNT PISGAH MISSIONARY - _ \_ /� r. �., a [�'�.
EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING CONDITIONS \ \ - __- = V \
O BAPTIST CHURCH
\ \ 49466-00-01-441 -- - - - - - - - - - - - �.-.. \ - ..._...
'\i T
6. BOUNDARY SURVEY BY: \ DB5o9,PGna -- ---__ --- ---
M.A.P.S. SURVEYING, INC. \ \ PC 3, SLIDE 3-27, MAP 7 & 8 _ -_- ----- __ _
1306 FORT BRAGG ROAD --- -- -� \
PC 2, SLIDE 2-81, MAP 6 - _ \ Ilr-l-\� n
FAYETTEVILLE, NC 28305 \ - --- - - - -- -----� INV.=2A6,33'
1 11.i6.jz r EXIST. 6 CI PIPE
910.484.6432 \ -- - -- - - - -- —�`
[e-mail] \ - - - -- — ---
LEGEND - -- - __ a
\\ EXIST 6110 CI PIPE
CONCRETE ED
m
HEAVY DUTY ASPHALT \ INV.=246.13
Fee P ® DEMOLITION -
ro EXISTING FIBER OPTIC • 2
us Rwv asl/RaFroRa Ro r- - - - - - - - - - - - EXISTING EDGE OF PAVEMENT I v
f�To nAerono TO FarErrEVlut�► - - • _ c
osPnAvoA --------- EXISTING PROPERTY LINE & R/W - ® GRAPHIC SCALE "..e
' -- ----'— ADJACENT PROPERTY LINE
W
100 D SO 300 200 400 G
EXISTING GROUND CONTOURS
a
• EXISTING FIBER OPTIC PEDESTAL Know WhdtFS below.
( IN FEET ) d
_Call before you dlgr f inch = 100 ft. (Hoftontoll
VICINITY MNr
Lv"�ERTOOIAG
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
kp=@Lg
OCT 2 3 2013
DENR- WATER QUALU'
h'E%MDS AND STORMWATER BRANCH
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The creation of authorship contained in this drawing including
but not limited to all design,. text, specifications and Images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, PAandare protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without theprior written
consent of Anderson Engineering & Associates, PA, except
to the extent that such use constitutes 'fair use" under the
Copyright Act of 1976 (17 U.S.C. §107). as amended. Project
owner may keep one un- alteredpermanent copy to be used
for Intended project use only.
EXISTING CONDITIONS/
DEMOLITION PLAN
CONSTRUCTION DOCUMENT
ISSUE DATE: 2.27.12
NO.
I DATE
REASON
11.16.17
RELEASE FOR CONSTRUCTION
UPDATED SURVEYOR INFORMATION
SCALE: 1"=1001
DRAWN BY: RW
CHECKED BY: SP
PROJECT NO.: 60-1327
DRAWING FILE: 1327__ncdot
FILE NO.: TT-4
SHEET NO.
cool

\ C101 U.S. HIGHWAY 401 SOUTH RAEFORD ROAD
187' PUBLIC R/W EXIST. DI
\ EXIST. SSMH #A EXIST. SSMH #D
RIM=263.95' I RIM=257.29' RIM=250.83'
INV IN=247.70' EXIST. DI EXIST. SSMH #F
EXIST. DI INV. IN=243.64' EXIST. SSMH #E INV. IN=247.78
INV. OUT=247.60' EXIST. SSMH #B RIM=257.45' I INV. OUT=243.54' RIM=255.2T RIM=256.67' RIM=254.60' INV. OUT=247.68'
INV.IN=253.0T EXIST. SSMH #G
RIM=260.56' INV. IN=254.50' INV. IN=242.12' EXIST. DI RIM=251.04'
INV. IN=245.71' INV. OUT=254.40' INV. OUT=252.82 INV. OUT=242.02'
_ IN_V.OUT=245.61' ----- -- -- - ---- ---------I
-------------- �N1-25J.24' --
---- \--- — -- — --
EXIST. 390LF OF 12'�SDR-26 PVC SAN. SEWER EXIST. 388LF OF 12"05DR-26 PVC SAN. SEWER EXIST. 388LF OF 12"05DR-26 PVC SAN. SEWER _XIST-390LF OF 12"m SDR-26PVC SAN�SEWER- - INV.=246.15'------ -------------i
SLOPE @0.48% SLOPE@0.26% ____-____SLOPE@0.22%-_--------- SLOPE@0.36% __ ---------------------
- _----------- -------------------------- --- ----
------------------------------- S ---------------------------------- -- _ ---- _----- _— -- _ ---- _----- _-- -- _ — — — — _ — — — —
----------------------------
---- 9— 4— ~ _--__-_ I -_--------
- - - - - - - -- - - —_—__----------------------------------- --------------------------------------------------------------------------- - -_--_ _ - _ --- - —... ..—..
__ - — __ __--- —.. —.._ .—..—. - .....—..
---- --------------' NMI] _ _ -- —
i
y _ _
_ _ _ y y •y y y _ _ ____________________
/� - ."--rc 'ax.-uss-:e-::_rc::. evi:.»b:::i-n.:ix::.. i. ....,'9.' -
7 J , —�
E%IST. B' / WATER MAIN
-�_ --- — — — . _'�`F.a� a, - — _ FO E=�--._--�.��—`— FO PEDPED P'��-��--
Fo y� -- ---0- ------ •p.----------- - XFH EXIST. DI
- — - CASurrD EXIST. 1s'0 RCP '�1P 32' ELECTRICAL EASEMENT _ i
EXIST 18'0 R� �- E%IST .-25 HCP Ir.v •zszla' P \ RIM=249.66
VP •FO PED EIR INV =2S6 OT--Jl' lJ. \\1�r+ . 31'fLERRIGIEI,MENT— . . . . . . . . . . . . . . . . . . . . . . . . . . .. \4I,
}\\ BENCHMARK \ iF: — .. — .. — .. — .. — .. — INV.=255.24' — .. — .. — .. — .. — .. .. .. — A— .. — .. — `INV..255.89' _ _ P EXIST. DI
` ELEV.=264.33' i " — ' ' — I I \ WOODBERRY .RIM=250.49'
N CURB I I
\ sECT.z INV.=248.49'
\ JAMES & ANNE MCQUAGE 1 I \ PC 3, SLIDE 3-3, MAP 4
f\\ \ 49466-00-01-043 I I N I \ -
\ X
7iL •\ DB 302, PG 558 I I I I
' \ SLIDE 304, MAP 1 : Z i EXIST. ACCESS
\
ACCESS
\ m I EASEMENT \
EXIST.INV.-20RC \\ I I-f--
INV.=257.05' \ ,� N Sp6R I r
\ efl"Ow O
S 1
� WOODBERRY
11
\ \. •IPA I ��� I I `"G I I SECT.2
INV.•256.65' •
\ \\ \vv Eeox I I VVV \ PC 3, SLIDE 3-3, MAP 4.
\ \ pp PROP. CI
�, I PROP. 31' B.B. \ \
FO PED \ \ INV-256,U'
PROP -I e00• i � , CURB &GUTTER
EN4. I5.0 ROP I I PROP. 24 CURB aoY
Ixv..25E.41• EXIST. 15'p PET I I & GUTTER
PROP.
\ , \ INV.-2511 SECT. 2 1S"�BtF 0 BCPs \\\ — - - _ - -1 WOODBERRY
O' ACCESS EASEMENT I
\ ` I PC 3, SLIDE 3-3, MAP 4
EXIST. 15.0 RC \ I, \\\ ---------- ------------- - - 3g1.
\�•
S 1
WOODBERRY
\ INV=zs6.n' \ 1\ \� '\' I SECT. 2
2 \.
O PC 3, SLIDE 3-3, MAP 4 - ..
Oe� PROP. 40LF OF 15'0 RCP 'I Iv D I 1
SLOPE 0 0.25% \ M �//
A A WOODBERRY
INV=256.48,.,\\ 03 0 D I I I SECT.2
(AI ( 1 PC 3, SLIDE 3-3, MAP
\P Z \\ v �uGO mAO :1 Fo Z I I I
+p 5 few R' •g 'f8 P W I I I JAMES L. BRADLEY 137`.
,,'S 49466-00-01-042 WOOI78ERRY
`, Gam\ QI �IyI I T` I _ 1 DB 886, PG 901 SECT. 2
\''•. `.\ \\b -\ Q1 A- / CTAIUCGA1rC f%0111V I I 1 I Pri QIInF3-3 hAAPG
.5
'\ O
P15'
1
JP. 1S`M •. w,ma°"U'' �� ' �� WOODBEKi Y
PROP. 15"N RC \ _- - - fE. E 3EP PAP _ _ r
\ INV.•255.17 �' ' ' �� _ rw, �� — SECT. 2 .. —
SLOPE 1110.155�O E= 3, SLIDE 3-3, MAP 4
R \'
BLDG. 1 E P z o WOODBERRY
NU .
. mB•u �" FFE.zsepp• 3 j Ew, ... SECT.2
\ BPwA3k I BEOROOM�24 BLDG, 2 : y y �` w^um1 -.. .' PC 3, SLIDE 3-3, MAP 4
2BEOROO 6 FFE=25). I
V.II NUMB
/• l \ \. , J FOfl00M: B I BEDROOM 6' ]9 BLDG. B y •y o33E�R'• I . ///,,}III !
/ `•', q•�s eM v ]BEDROOM: FFE=] - // \34`
v'm 1319 s'no[w4,t 3BEDR00 l] F ) NUMBER pF�25 {IF \ j
A'"6 !F •.:_1 IBEDROOMnS 29EOR FFE \ WQQDBERPY
P um r CLUB 4� f .� ;BEDflppk12 NUMBER OF-zSB"D \ SECT.2
HOUSE ( M.6 to UNm: 29 aBsw I \
B'AMWA y fFE=2B6,2D• tELL POO 2BEDDR�M: 6 1..I �� PC 3, SLIDE 3-3, MAP 4 /
1 �{1 ! 2sa.sa' FIO L 7 ... .A A, 3eE M Iz .I / ,a \ It FF a USE ) Oppf: B /
\ IP 'maEw s•gBEwSq E �52J5•.� !•„"OjNmw, L41}
\ Pq 1 BLDG. 133)
' T
3: -m
\ FFF.256 >5' ...... .. ..:: vgq�ak 12
ACCESS EASEMENT
NDA3eEu °F UNrts:2a .. BLDG.?
... " UP w/rMaSFORMERI (DB 171, PG 382) WOODBERRY
nuv o 3BE0 gOOM` 6 FFE.252. - SLIDE 4
PC 3 3-3, MAP x 3BfOgOOM.12 NUA OFUb
\ \ no[w+u ROOM:6 1BOR Nn5:29 I BLDG 6 //1
2 BED M. fi i FFE=25B [ /
ROOM: 11 NUMBFRO� .I N 71
3BEDflOOM:6 1BED",fUNOS:N '.. BLDG.S • �.
\ l
4p lMOPe ",d f 2BEDRDhL NUMBE EOFU,p (: BONNIE MAE YOUNG
\\ \\ BEDROOM. ]BED OFU Ins:24 "�I� 49466-00-01-074 ..
A XIST. 24"0 RCP_ - - _ - d o B d o w k ` e e0.
Eoa�M -0B 304, PG 82
(U,�
FR DwSLIDE 238, MAP 3
INV.•254.58' MNV.:254.40'12 6 WYLOI PAEFOgD RD.
_PTO MEFOPD TO FAVETEEVLLF---► � - ^ .�J
OOOBFRPYOR / E
PPS � _ fF .2 >. D .... L _
\ \ EXIST.
LEGEND \ \\ \ .MOUNT PISGAH MISSIONARY — DITCH C 1 O .. - �� -
BAPTISTCHURCH �� _- _ _ . _ EXIST. 6 0 CI PIPE
CONCRETE \ \\ \ \\ 49466-00-01-441 -� i_ _ — _ . — I INV.=246.13'
® HEAVY DUTY ASPHALT \\\\ \ DB 509, PG 274 — _
w EXISTING FIBER OPTIC \ \ \ Pc3, SLIDE 3-27, MAP 7 & B , ��� EXIST. 6"O CI PIPE
\ \ PC 2, SLIDE 2-Sl, MAP 6 - _ _ I INV.=246.33'
------------ EXISTING EDGE OF PAVEMENT \ \\
-•-•- ROOF DRAINS \\\\ -�-
- PROPOSED SWALE
PROPOSED 8"0 WATER MAIN UTILITY NOTES GENERAL NOTES
PROPOSED 2" 0 WATER SVC 1. HORIZONTAL DATUM: NAD83 WATER SUPPLY. DISINFECTION AND TESTING OF ALL MAINS 1. TOTAL AREA: 41 AC 5.3. TOTAL SPACES PROVIDED: 405
PROPOSED TV FIRE LINE VERTICAL DATUM: NAVD88 SHALL BE COMPLETED IN ACCORDANCE WITH ALL HOKE ACREAGE TO BE DEVELOPED: 21 AC. STANDARD (9'x2O'): 355 - --�
PROPOSED 6" 0 SANITARY SEWER SERVICE
2•
THE CONTRACTOR SHALL MAINTAIN A SET OF MARKED -UP
COUNTY AND NCDENR-PUBLIC WATER SUPPLY REGULATIONS
DISTURBED ACREAGE: 21 AC.
ACCESSIBLE (9'X20' +5' AISLE): 16
(iQ
WATER VALVE
RECORD DRAWINGS FOR SUBMISSION TO THE ENGINEER. THE
AND PERMIT REQUIREMENTS.
2. ZONE: RMF (MULTI -FAMILY RESIDENTIAL)
VAN ACCESSIBLE (9'X20'+8' AISLE): 2 -
CONTRACTOR SHALL MARK THE RECORD PRINTS TO SHOW
6.
ALL PROPOSED SEWER COLLECTION SYSTEM PIPING AND
3. LAND USE: COMMERCIAL
GARAGE (4 PER BLDG): 32
FIRE HYDRANT
THE ACTUAL INSTALLATION WHERE INSTALLATION VARIES
SERVICE LATERALS SHALL BE INSTALLED ACCORDING TO THE
4. SETBACKS:
6.
THIS PROPERTY 15 DETERMINED NOT TO BE WITHIN THE 0.256
®
WATER METER
FROM THAT SHOWN ORIGINALLY. THIS SET OF MARKED -UP
RECORD DRAWINGS SHALL BE USED FOR FINAL
REQUIREMENTS OF PWC AND NCDENR - DIVISION OF WATER
QUALITY. TESTING OF ALL PIPING AND MANHOLES SHALL BE
FROM US OR NC NUMBERED HWY: 50'
ANNUAL CHANCE FLOOD PLAIN ACCORDING TO F.I.R.M. MAP #
®
IRRIGATION VALVE
CERTIFICATIONS OF WATER, SEWER AND STORM UTILITIES AS
COMPLETED IN ACCORDANCE WITH ALL PWC AND NCDENR -
FROM LOCAL STREETS OR SR NUMBERED ROADS: 30'
3710946600J DATED OCTOBER 17, 2006.. :
CURB INLET
REQUIRED.
DIVISION OF WATER QUALITY REGULATIONS AND PERMIT
SIDE YARD FROM P/L: 15'
7.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL HOKE
QS
EXIST. SANITARY SEWER MANHOLE
3.
THE CONTRACTOR SHALL GIVE PARTICULAR ATTENTION 7o
REQUIREMENTS.
REAR FROM P/L: 20'
COUNTY STANDARDS AND SPECIFICATIONS.
INFORMATION ON CONCEALED ELEMENTS THAT WOULD BE
7.
ALL UNDERGROUND ROOF DRAINAGE PIPING SHALL BE 8" 0
SIGN: 5'
8.
SITE LIGHTING TO BE NON -POLLUTANT AT PROPERTY LINE.
®
PROPOSED SANITARY SEWER MANHOLE
DIFFICULT TO IDENTIFY OR MEASURE AND RECORD LATER.
HOPE OR PVC SLOPED @ 1.0%UNLESS NOTED OTHERWISE.
MAX. BLDG. HEIGHT: 35'
9,
VERTICAL DATUM: NAVD 88
®
PROPOSED CLEAN OUT
THE CONTRACTOR SHALL RECORD DATA AS SOON AS POSSIBLE
8,
ALL BACKFLOW PREVENTERS SHALL BE LOCATED INSIDE THE
ON
OFF STREET PARKING: 5'
HORIZONTAL DATUM: NAD 83
CO
AFTER OBTAINING IT. RECORD AND CHECKTHE MARK-UP
BUILDINGS. BACKFLOW PREVENTERS INSTALLED METERED
5. PARKING SPACES REQUIRED:
10.
STONi9AILL WAY PROFILE CAN BE FOUND ON SHEET C401.
940WER
PROPOSED FIRE HYDRANT
BEFORE ENCLOSING OR COVERING UP CONCEALED
SERVICES SHALL BE PERMITTED TO DRAIN TO THE SANITARY
5.1. DWELLINGS: 2 SPACES PER UNIT
11.
STOW_' GABLES DRIVE PROFILE CAN BE FOUND ON SHEET C402.
la
PROPOSED WATER METER
4.
INSTALLATIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
WATER
WHILE METER
SERVICES WITHOUT (i.e.W PREVENTERS S) SHALL
SERVICES WITHOUTA METER ( FIRE LINES] SHALL NOT BE
DWELLING UNITS: 192
12.
BOUNDARY SURVEY BY:
IN
PROPOSED WATER VALVE
ALL UTILITY COMPANIES WHICH WILL BE AFFECTED BY THE
PERMITTED TO DRAIN TO THE SEWER SYSTEM AND MUST BE
SPACES REQUIRED: 384
M.A.P.S. SURVEYING, INC.
IH
PROPOSED TAPPING SLEEVE & VALVE
PROPOSED WORK. THE CONTRACTOR MUST COORDINATE AL
PIPED TO DRAIN TO THE EXTERIOR OF THE BUILDING.
5.2. TOTAL SPACES REQUIRED: 384
1306 FT. BRAGG ROAD
PROPOSED CONNECTIONS WITH THE APPROPRIATE UTILITY
9,
BACKFLOW PREVENTERS ON ALL FIRE LINES SHALL BE
STANDARD (9'x2C'): 376
FAYETTEVILLE, NC 28305
Q
PROPOSED BACKFLOW PREVENTER
COMPANIES.
REDUCED PRESSURE DETECTOR ASSEMBLIES.
ACCESSIBLE (9'x2O' +5' AISLE): 7
910.484.6432
0FDC
PROPOSED FIRE DEPT. CONNECTION
5.
ALL PROPOSED WATER DISTR18UTION PIPING AND SERVICE
10.
BACKFLOW PREVENTERS ON ALL DOMESTIC AND IRRIGATION
VAN ACCESSIBLE (9'x20'+8'AISLE): 1
[e-mail]
LATERALS SHALL BE INSTALLED ACCORDING TO THE
SERVICES SHALL BE REDUCED PRESSURE PRINCIPLE
Wi
PROPOSED CURB INLET
REQUIREMENTS OF HOKE COUNTY AND NCDENR-PUBLIC
ASSEMBLIES.
®
PROPOSED DROP INLET
Know what's Deiow.
Call before you dig.
GRAPHIC SCALE
(IN FEET)
I inch = 100 ft. (H(
C
S
rERTOC�
305 N. Chippewa Street
Lumberton, NC 28358
Office: [phone]
Fax: [phone]
Email:
[e-mail]
Licensure #: C-0793
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36191
(I�(PlIz*v)
The creation of authorship contained In this drawing Including
but not limited to all design, text, specifications: and Images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, PA and are protected
by copyright and other intellectual property laws. This drawing
may not be copied, reproduced; transmitted, displayed,
distributed, sub- licensed, altered, utilized for other projects or
otherwise used in any manner without the prior written
Consent of Anderson Engineering &.Associates, P.A., except
to the extent that such use Constitutes 'fair use" under the
Copyright Act of 1976 (17 U.S.C. §107). as amended. Project
owner may keep one un• altered permanent copy to be used
for Intended pmject use only.
OVERALL SITE
PLAN
CONSTRUCTION DOCUMENT
ISSUE DATE: 7.03.12
NO.
I DATE
REASON
l
Q
11.16.12"
RELEASE FOR CONSTRUCTION
REMOVE 5/W UPDATE FFEs&SURVEY INFO
SCALE: 1"=100'
DRAWN BY: RW
CHECKED BY: SP
PROJECT NO.: 60-1327
DRAWING FILE: 1327
FILE NO.: TT-4
SHEET NO.
C100

■©
TURFING SCHEDULE
1. All disturbed areas shall be dressed to typical sections and plowed to a depth of 5 inches. The tap
two inches shall be pulverized to provide a uniform seedbed. NOTE: Lime should be applied with
necessary equipment to give uniform distribution of these materials. The hand -bucket method is
not acceptable.
2. The following are rates and kinds of these materials to be applied PER ACRE: Select a temporary
AND permanent seed mixture based upon the dates of seeding.
Temporary Seeding:
SPECIES RATE PER ACRE DATES
Rye (grain) 120lbs. Aug. 15 - Apr. 15
Kobe Lespedeza 501bs. Dec. 1- Apr. 15
German Millet 40lbs. Apr. 15 - Aug. 15
10-10-10 Fertilizer 750lbs. Dec. 30 - Aug. 15
1000 lbs. Aug. 15 - Dec. 30
Ground Agricultural Limestone 4000lbs. Jan. 1- Dec. 31
Permanent Seeding:
SPECIES RATE PER ACRE DATES
Tall Fescue Sept. 1- Oct. 31
(blend of two or three
improved varieties 200lbs or Feb. 15 - Apr. 30
Rye (grain) 25 lbs. Sept. 1- Oct. 31
or Feb. 15 - Apr. 30
Centipede Grass 20 lbs. March - June
10-10-10 Fertilizer 1000 lbs. Sept. 1- Oct. 31
or Feb. 15 - Apr. 30
Ground Agricultural Limestone 4000 lbs. Sept. 1- Oct. 31
or Feb. 15 - Apr. 30
3. Seeded area shall be cultipacked to firm seedbed and to cover seed.
4. Grain straw shall be applied over seeded areas as mulch. No bare ground shall be visible in the mulched
area if proper installation is achieved. Thick clumps of straw are not permissible as uniform coverage
is expected. Straw shall be applied at a minimum of 4,000 lbs. per acre. '
5. The mulched area shall be tacked with liquid asphalt sufficent to hold straw in place where necessary.
6. Ditch treatment shall be used in areas where steep grades could cause ditch erosion. Use of Jute
mesh, excelsior matting or fiberglass roving is acceptable. Ditch treatment should be installed
AFTER mulching operation.
7. Temporary ground cover on perimeter dikes, swales, ditches, and slopes shall be seeded, fertilized,
and mulched sufficient to prevent erosion within 7 calendar days of completion of any phase of grading.
8. Temporary ground cover on slopes 3:1 or flatter that are less than 50 feet in length and all other
disturbed areas with slopes flatter than 4:1 shall be seeded, fertilized, and mulched sufficient to prevent
erosion within 14 calendar days of completion of any phase of grading.
9. Permanent ground cover sufficient to restrain erosion should be provided on all areas disturbed
during this project within 15 working days or 90 calendar days, whichever period is shorter, following
completion of construction.
MAINTENANCE SCHEDULE:
1. All erosion and sediment control practices will be checked for stability and
operation following every storm event, but in no case, less than once every
week. Any repairs or cleaning necessary to maintain erosion and sediment
control practices shall be completed immediately.
inspection reports are to be completed by the site superintendent and
maintained on site. Reeord of weekly
2. All seeded areas will be re -fertilized, re -seeded as necessary and mulched
according to the Turfing Schedule.
TURFING SCHEDULE
STORM SEWER
GRATE OVERFLOW
COMPLETELY GAP
COVERED BY CURB AND
HI -FLOW GUTTER INLET
FABRIC
.r
II
LIFTING
STRAPS
CURB
FILTER
LOW PROFILE WITH
GUTTER FOR
SAFETY AND CURB
1. OBTAIN PLAN APPROVAL AND ALL OTHER APPLICABLE PERMITS.
2. FLAG THE LIMITS OF CONSTRUCTION.
3. HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR TO STARTING CONSTRUCTION.
4. INSTALL THE STORM DRAINAGE PIPING WITH ROCK PIPE INLET PROTECTION AND RIPRAP OUTLET PROTECTION
AT THE CONSTRUCTION ENTRANCE/EXIT.
5. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT AS THE FIRST CONSTRUCTION ACTIVITY.
6. CONSTRUCT THE SEDIMENT BASIN WITH SKIMMER OUTLET.
7. CONSTRUCT TEMPORARY DIVERSIONS.
8. CLEAR AND GRUB SITE AS NEEDED FOR ROUGH GRADING OPERATIONS. STOCKPILE STRIPPED TOPSOILAS
NEEDED.
9. INSTALL SEDIMENT FENCE AS SHOWN AND SPECIFIED.
10. ROUGH GRADE THE SITE INCLUDING INSTALLATION OF BUILDING PADS.
11. CONSTRUCT GRASS -LINED CHANNEL FOR DISCHARGE FROM SEDIMENT BASIN.
12. FINISH THE SLOPES AROUND BUILDINGS AS SOON AS ROUGH GRADING IS COMPLETE. COMPLETE TEMPORARY
SEEDING OPERATIONS OF FINISHED SLOPES AROUND BUILDINGS AS WELL AS ALL OTHER DISTURBED AREAS
IMMEDIATELY FOLLOWING COMPLETION OF ROUGH GRADING.
13. COMPLETE UTILITY INSTALLATIONS INCLUDING WATER, SEWER, AND STORM DRAINAGE UTILITIES.
14. INSTALL INLET PROTECTION AT ALL DROP INLETS AND CURB INLETS.
15. COMPLETE FINAL GRADING FOR ROADS AND PARKING LOTS AND STABILIZE WITH BASE COURSE.
16. COMPLETE FINAL GRADING FOR BUILDINGS.
17. COMPLETE FINAL GRADING OF ALL DISTURBED AREAS AND VEGETATE/LANDSCAPE ACCORDING TO THE PLANS
AND PERMANENT SEEDING REQUIREMENTS.
18. CONVERT TEMPORARY SEDIMENT BASIN WITH SKIMMER OUTLET TO A WET DETENTION POND TO SERVE AS
THE STATE STORM WATER BEST MANAGEMENT PRACTICE. REMOVE ALL ERODED SEDIMENT AND CONSTRUCT
POND BANKS TO REQUIRED ELEVATIONS. REMOVE THE SKIMMER OUTLET AND INSTALL NCDWQ APPROVED
DE --WATERING MECHANISM AS SHOWN ON THE PLANS. THE POND 15 TO BE CONSTRUCTED TO MEETTHE
CONDITIONS OF THE NCDWQ STATE STORM WATER MANAGEMENT PERMIT.
19. AFTER SITE IS STABILIZED, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT MEASURES
AND/OR COMPLETE PERMANENT SEEDING OF REMAINING DISTURBED AREAS. RE -SEED AND FERTILIZE AS
NECESSARY TO ENSURE ADEQUATE COVERAGE OF PERMANENT GROUNDCOVER IN ALL DISTURBED AREAS AND
POND SLOPES.
20. WHEN SITE IS STABILIZED AND PERMANENT GROUND COVER IS APPROPRIATELY ESTABLISHED, CONTACT
NCDENR - LAND QUALITY SECTION FOR FINAL EROSION CONTROL INSPECTION.
2 CONSTRUCTION SEQUENCE
/--POSTS MAX. 8' APART
o0
5 FILTER FABRIC
18' MAX ABOVE
z� GROUND SURFACE
POSTS 18" MIN.
BELOW GROUND
SURFACE
SEDIMENT FENCE MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MANY ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REPLACE BURLAP EVERY 60 DAYS.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE DEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
NI
5 TEMPORARY SEDIMENT FENCE
RUNOFF WATER
W/SEDIMENT
JACH
SIDE OF THE DROP INLET.
FILTERED WATER
APPEAL �.
MAINTENANCE: MAINTENANCE:
1. INSPECT INLETS AT LEAST ONCE WEEKLY AND AFTER 1.. DURING THE FIRST 4 WEEKS, WATER SOD AS OFTEN AS NECESSARY
EACH SIGNIFICANT I%" OR GREATER) RAINFALL EVENT.. TO MAINTAIN MOIST SOIL TO A MINIMUM DEPTH OF 2INCHES.
2. REMOVEALLACCUMULATED SEDIMENT AND DEBRIS 2. MAINTAIN GRASS HEIGHT AT LEAST 21NCHES WITH NO MORE
FROM THE SURFACE AND VICINITY OF THE UNIT AFTER THAN ONE-THIRD THE SHOOT HEIGHT (GRASS LEAF) REMOVED IN
EACH STORM EVENT. ANY MOWING. -
3. REMOVE THE SEDIMENT THAT HAS ACCUMULATED 3. APPLY FERTILIZER AS NECESSARY TO MAINTAIN THE DESIRED
WITHIN CONTAINMENT AREA OF THE CURB BAG AS GROWTH AND SOD DENSITY. ADD LIME AS NEEDED TO MAINTAIN
NEEDED. NTS THE PROPER PH.
8 CURB INLET SEDIMENTATION CONTROL BAG WITH CURB FILTER 9 PERMANENT SOD DROP INLET PROTECTION
EMERGENCY SPILLWAY
ELEV =253.00'
EMBANKMENT STABILIZED
WITH VEGETATION
SELECT FILL PLACED IN
EX. GROUND --\ LAYERS & COMPACTED
12' FREEBOARD
_ 6" MIN INVERT ELEVATION
OF EMERGENCY SPILLWAY
TRASH RACK
4' PRECAST MH LA"
ELEV.=252.00' 4" FAIRCLOTH SKIMMER
TOP OF PONn=753 0
INV =249.85' M• .L �,
•48LF OF 18"0 RCP SLOPE 0.325%
ANTI -SEEP COLLAR--'INV.=250.00'
1.5' BEYOND PIPE
SEDIMENT BASIN MAINTENANCE 3'x3'X3' ANTI -FLOTATION
1. INSPECT SEDIMENT BASINS AT LEAST ONCE WEEKLY AND AFTER EACH RAINFALL & REPAIR IMMEDIATELY,
2. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO BLOCK (1 CY CONC)
ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TOONE SIDE 50 THE SEDIMENT UNDERNEATH CAN BE EXCAVATED.
EVACUATE THE ENTIRE CELL FORMED BY THE BAFFLE, NOT JUST AROUND THE SKIMMER.
3. REPAIR ANY DAMAGE TO THE BAFFLES. RE -ANCHOR TO THE SIDE OF THE BASIN IF WATER OR SEDIMENT 15 ESCAPING AROUND THE -
ENDS.
4. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY FEW JERKS ON THE ROPE TO MAKE THE
SKIMMER BOB UP AND DOWN WILL DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER
THE THE SIDE AND REMOVE THE DEBRIS. ALSO, CHECK ORIFICE INSIDE THE SKIMMERTO SEE IF IT IS CLOGGED; IF SO, REMOVE 3.
DEBRIS.
S. IF SEDIMENT ACCUMULATES TO THE POINT THE SKIMMER CANNOT SETTLE LOW ENOUGH TO DRAIN THE ENTIRE BASIN, PULL THE
SKIMMER OVER TO ONE SIDE AND EXCAVATE THE SEDIMENT WITH A BACKHOE.
6. IF THE SKIMMER IS CLOGGED DESPITE REMOVING DEBRIS AND IT APPEARS THAT EITHER THE BARREL BETWEEN THE ORIFICE AND THE
FLEXIBLE JOINT OR THE PIPE THROUGH THE DAM IS CLOGGED, REMOVE THE ORIFICE AND FLUSH WITH WATER OR USE A PLUMBERS
SNAKE. REPLACE ORIFICE BEFORE RETURNING THE SKIMMER TO ITS PLACE. -
7. PLACE THE SEDIMENT THAT 15 REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE
GRAVEL FACING.
B. CHECK SPILLWAY AND MAKE ANY REPAIRS NECESSARY. REPLACE ANY RIPRAP DISPLACED FROM THE SPILLWAY IMMEDIATELY
9. AFTERALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND ALL U BLE
SEDIMENT. SMOOTH AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. -
12 TEMPORARY SEDIMENT BASIN CROSS-SECTION
W/3.25ORIFICE
ELEV.=250.00'
BAFFLES
(SEE EROSION CONTROL
PLAN FOR PLACEMENT)
P
4x4 POST FOR SKIMMER TO
REST ON WHEN BASIN IS DRY AT PPE
ELEV.=249.50'
11.16.12
P OF SHELF=250.50'
A OF SHELF=249.50'
TOP OF SEDIMENT
STORAGE ELEV=246.00'
- BOTTOM OF BASIN ELEV.=245.00'
1. ALL EROSION& SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED ACCORDING
- -
TO THE REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAND NATURAL
-
RESOURCES
RRCES (NCDENR) BASED ON THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN AND
�-` E
DETAILS.R.I�TGy
�.��
2. THE CONTRACTOR SHALL ALSO MEET ALL REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL
-
-
ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A-51 THROUGH 66)
V'
3. THE CONTRACTOR SHALL MEET THE REQUIREMENTS OF THE NCDENRSELF-INSPECTION PROGRAM BY, AT
50'..
MINIMUM, INSPECTING ALL EROSION AND SEDIMENTATION CONTROL MEASURES, AS WELL AS, CHECKING
FOR THE NEED FOR GROUND COVER (TEMPORARY AND/OR PERMANENT) AND VERIFYING DIMENSIONS OF
- '
ALL INSTALLED SEDIMENT AND EROSION CONTROL MEASURES.
4. THE CONTRACTOR SHALL COMPLETE A REPORT DOCUMENTING THE INSPECTIONS BY INITIALING AND DATING
EACH MEASURE OR PRACTICE SHOWN ON A COPY OF THE APPROVED EROSION AND SEDIMENTATION
-
CONTROL PLAN OR BY COMPLETING, DATING, AND SIGNING AN INSPECTION REPORTTHAT LISTS EACH
r�S. ,�•a
MEASURE, PRACTICE OR DEVICE SHOWN ON THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN
-
l
(RULE 15A NCAC 04B.0131). A "SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY" AS REQUIRED BY
�rvq,,� G•
NCGS 1134-S4) IS AVAILABLE FOR USE.
-
0MIN.2
ERTO6
5. THE CONTRACTOR SHALL ALSO COMPLETE THE INSPECTIONS AND REPORTING NECESSARY TO MEET THE
20'
REQUIREMENTS OF THE NPDES GENERAL STORM WATER PERMIT NCGO10000(CONSTRUCTION ACTIVITIES).
-
305 N. Chippewa Street
pp
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED ONCE PER SEVEN CALENDAR
�
DAYS AND WITHIN 24 HOURS AFTER ANY STORM EVENT OF GREATER THAN % INCH OF RAIN PER 24 HOUR
IN
PERICY-PLEASE NOTE THAT THESE NPDES INSPECTIONS ARE IN ADDITION TO THE INSPECTIONS REQUIRED
-
-
Lumberton NC 2835
r
BY THE SELF -INSPECTION
H PROGRAM.
COARSE AGGREGATEOffice:
[phone]
CED ON FILTER FABRIC
THICKNESS
Fax: [phone]
Email:
andersonen ineerin a g @ mail.com
gp g
LICensure #:. C-0793 -
-
GRAVEL CONSTRUCTION ENTRANCE/EXIT MAINTENANCE:
-
4. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
- SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. -
-
-
2. TOPDRESS PERIODICALLY WITH 2" STONE AS REQUIRED.
-
3. AFTER EACH RAINFALL; INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUTAS NECESSARY.
4. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.:
NTS
3 GENERAL EROSION CONTROL &SEDIMENTATION CONTROL NOTES
4 TEMP. GRAVEL CONSTRUCTION ENTRANCE/EXIT
APRON SCHEDULE
APRON If
L
W
Wl
T
D50
DMAX.
1
34'
22'
9'
18"
8"
12'
2
15'
12'
6'
14'
6"
9"
3
21'
15'
.6'
14'
6"
9"
4
8'.
7'
4'
12'
3"
511.
5
8'
7'
4'
12'
3"
5"
6
8'
V
5' -
12'
3"
5" '
7
56'
27'
S. -
24'
10"
15"
�/ /
QZ LU U
- 9" CLASS B RIPRAP
I-- m ` Ln Z-
LU U J
A (.
7 V ` 5 z
0 _J LU�- Om0
11
PLANmi
LU
FWATERD > L U
NCDOT k5 OR #57 _ Ltd Z W Y
WASHED STONE r STORM DRAINAGE PIPE -SIZE VARIES 0 O. � 0
ram- L NO OVERFALL LL' CL U
a
MEMO
MAINTENANCE: �.
1. INSPEG I INLETS AT LEAST WEEKLY AND
AFTER EACH SIGNIFICANT (Y, INCH OR SECTION A -A FILTER FABRIC OR -
GREATER) RAINFALL EVENT. FILTER BLANKET -
2. CLEAR THE MESH WIRE OF ANY DEBRIS OR RIPRAP APRON MAINTENANCE
OTHER OBJECTS TO PROVIDE ADEQUATE : 1. INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER -
FLOW FOR SUBSEQUENT RAINS. - SIGNIFICANT (% INCH OR GREATER) RAINFALL EVENTS TO SEE IF
3. TAKE CARE NOT TO DAMAGE OR UNDERCUT - ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE - - -
THE WIRE MESH DURING SEDIMENT REMOVAL. OR IF STONES HAVE BEEN DISLODGED. - - -
4. REPLACE? STONE AS NEEDED. 2. IMMEDIATELY MAKE ALL REPAIRS TO PREVENT FURTHER DAMAGE. - -
-.__ NTS- NTS
6 TEMP. HARDWARE CLOTH & GRAVEL INLET PROTECTION 7 RIP RAP APRON
A241"
UPPORT POST;
SUPPORT ROPE TO WIRE SDEO BOTTOM : \\\V\\\ ILA _.
TO PREVENT SAGGING STAKE 7
INLET SUPPORTWIRE - S.
VENT _OF O . 9 L 1 &' S1 S .ix E'!! 'uFx au • ie L .Y Y
SEA .r..
_ av Y.. r>ta dui. Y Yi I; b'1PV II IIiOe Y 24 -
361
COIR MESH OR SIMILAR, STAPLED OR �j v'c'vGINEee'Q`�\�`
COUPLINGTOM OR SIDE /j/
CROSS-SECTION OF A POROUS BAFFLE U�� JIIP��jII\\t
CONNECTION ARM
• BAFFLE -
EARTHE (TYP)
EMBANKMENT The creation of authorship contained in this drawing Including
- - but not limited to all design, text, specifications and Images,
- � OUTLET Y7 are .owned,' except as otherwise expressly stated, by
1 CLASS I RIPRAP Anderson Engineering & Associates, P.A. and are protected
�!\N by copyright and other intellectual property laws. This drawing
may not be copied, reproduced, transmitted,: displayed,
MAINTENANCE: distributed; sub. licensed, altered, utilized for other projects or
- 1. INSPECT BAFFLES AT LEAST ONCE A WEEKLY otherwise used in any manner without the prior written
AND AFTER EACH RAINFALL. MAKE ANY _ consent of Anderson Engineering & Associates, PA, except
HOSE REQUIRED REPAIRS IMMEDIATELY. to the extent that such use constitutes "fair use' under the
2. MAINTAIN ACCESS TO BAFFLES. SHOULD THE Copyright Act of 1976 (17 U.S.C. §107), as amended. Project
FABRIC OF A BAFFLE COLLAPSE, TEAR, owner may keeponeun• altered permanent copy to be used
for intended project use only.
- DECOMPOSE, OR BECOME INEFFECTIVE, : :
REPLACE IT PROMPTLY. - -
3. REMOVE SEDIMENT DEPOSITS WHEN 17 - - - -
REACHESHALFFULLTOPROVIDEADEQUATE. - INLET ZONE
MAINTENANCE: - - STORAGE VOLUME. TAKE CARE TO AVOID 5%OF.SURFACE AREA EROSION CONTROL
1. INSPECT BAFFLES AT LEAST ONCE A WEEKLY AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. DAMAGING BAFFLES DURING CLEANOUT. FIRST CHAMBER
2. MAINTAIN ACCESS TO BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, SEDIMENT DEPTH SHOULD NEVER EXCEED 25%OF SURFACE AREA
REPLACE IT PROMPTLY. HALF THE DESIGNED STORAGE DEPTH. SECOND CHAMBER 25%OF SURFACE AREA DETAILS
4AFTER THE DRAINAGE AREA HAS BEEN
.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME. TAKE CARE TO AVOID .`OUTLET ZONE
DAMAGING BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. STABILIZED, REMOVE ALL BAFFLE MATERIALS - 15%OF SURFACE AREA
BRING
4. AFTER THE DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING AND UNSTABLE SEDIMENT DEPOSITS, - CONSTRUCTION DOCUMENT
THE AREA TO GRADE, AND STABILIZE - - THE AREA TO GRADE, AND STABILIZE
(DETAIL BY CITY OF HIGH POINT, NC) - NTS
ISSUE DATE: 2.10.12
10 FAIRCLOTH SKIMMER 11 POROUS BAFFLES NO. DATE REASON
NCDENR-LQS.
ADDRESS REVIEW COMMENTS
0 11.16.12 RELEASE FOR CONSTRUCTION
- UPDATE CROSS-SECTION _
d
w SCALE: NTS
m
0 DRAWN BY: RW
N
CHECKED BY: SP
03
PROJECT NO.: 60-1327
C
a`J DRAWING FILE: 1327_EC_D
m
C
cD FILE NO.: TT-4
SHEET NO.
O
v
C C704
© ..

- NOTES: TOP OF POND=253.00 3 OVERFLOW 3
1. PLANTINGS SHALL BE SPACED ACCORDING TO THE TABLES 1 FOREBAY _ A/jAiN PQ(�ID ELEV.=252.00' 1� EMERGENCY OVERFLOW�y11`
BELOW AND SHALL ACHIEVE A DENSITY OF 50 PLANTS PER - 10 WEIR ELEV=252.00'.. -
'��LL"• UPLANDS 2005FOFSHELF AREA. TOP SHELF=250.50 10 1
(ABOVE WATER 2. SOIL SAMPLES SHALL BE TAKEN AND ANALYZED BY - 1 8' _ 1� t�th
SURFACE) EXPERIENCED AND QUALIFIED INDIVIDUALS, SUCH AS THE0. P.P.E.=250. 0 VV O
;: _
' "' LOCAL COOPERATIVE EXTENSION OR NRCS OFFICE, AND SOIL
VEGETATIVE s— — — AMENDMENTS SHALL BE IMPLEMENTED ACCORDING TOTHE BOTTOM SHELF=249.50 1 , . PROP.SLOP RING" RCP w FES w^' 'U'
SHELF ���///��� ANALYSIS RESULTS PRIOR TO PLANTING. 1 1 1 - @ 0.75% A
3. ALL PLANTINGS SHALL BE INSTALLED BY QUALIFIED 1 PERM. POOL VOLUME
L<AAii �db dbb Colo BELOW PROFESSIONALS. - 1 1 1
WATER 4. THIS DIAGRAM IS SCHEMATIC IN NATURE AND PLANTINGS MAY — - 3'X3'X3' ANTI -FLOTATION BLOCK `
BE MIXED/MATCHED BY THE LANDSCAPE PROFESSIONAL AS. SEDIMENT REMOVAL=241.00 — — -- — — — — — — — — — — — — — — — — — 1 CY CONC. ,
l `'
SURFACE
+ + + PREFERRED. HOWEVER, SHALLOW LAND PLANTS AND ( ) ERTO1�
�7` SHALLOW WATER PLANTS MAY NOT BE MIXED TOGETHER.LW 1V I POND BOTTOM ELEV: 240.00 ,
1'SEDIMENT STORAGE
SHRUBS
HERBACEOUS
r— 2'
SHALLOW LAND PLANTS
Common Name I Botanical Name SIZE
I SPACING
Red Chokeber
Aronia arbutifolia
3 Gal
36" O.C. MAX
Sweet Pe er ush
Clethra alnifolia
3 Gal
36" O.C. MAX
Silkv Do wood
Cornus Amomum
3 Gal
36" O.C. MAX
Quill Sed a
Carex tenera
1 T
24" O.C. MAX
Car ina F ower
Lo a is car inalis
1 QT
24" O.C. MAX
Joe P e Weed
Eu atoriade us Fistulosus
1 QT
24 O.C. MAX
Scarlet Rose Mallow
Hibiscus coccineus
1 QT
24 O.C. MAX
qw-min Milkweed
I Ascle ias Incarnata
1 QT
24' O.C. MAX
12�" M IN.
EMEND CONCRETE
P BELOW WEIR
SHALLOW WATER PLANTS (ALL HERBACEOUS)
Common Name I Botanical Name SIZE
SPACING
Sweet flag
Acorus subcorda um
1 CIT
24" O.C. MAX
Blue Flag Iris
Iris vim inica
1 CIT
24" O.C. MAX
Soft Push
Juncus effusus
1 QT
24" O.C. MAX
Pickerelweed
Pontederia cordata
1 CIT
24" O.C. MAX
Lizard's Tail
Saururus cernuus
1 QT
24" O.C. MAX
T fee s uare Bu rus
Sc oeno ectus americanus
1 QT
24' O.C. MAX
Bu ton ue
Sa ittaria Lanci o is
1 QT
24' O.C. MAX
Arrow Arum
Peltan ra Vir inica
1 QT
24' O.C. MAX
VEGETATED SHELF PLANTING DETAIL
2- I
4" CONCRETE B.:'
SPILLWAY
GEOTEXTILE
FABRIC
zo'
4" CONCRETE
GEOTEXTIL EXTEND CONCRETE
FABRIC 5' BEYOND TOE OF SLOPE
RIP RAP APRON #7
NTS
3 PERMANENT EMERGENCY OVERFLOW SPILLWAY
48" ROUND SERIES TRASH
RACK ASSEMBLY BY
PLASTIC SOLUTIONS, INC.
OR APPROVED EQUAL
48"0 PRECAST
MANHOLE
18" 0 RCP OUTLET
INV. OUT=250.00'
6" 0 PVC SCREW
TYPE CAP
6" PVC TEE
6" PVC CAP
WHOLE DRILLED
TO4"0
INV.=250.00'
WEIR ELEV. = 252.00
6" 0 PVC SCREW
TYPE CAP
6" PVC TEE
PPE=2 0.00'
6" PVC CAP w/HOLE DRILLED
TO4"0
INV.=250.00'
PROFILE 3'x3'x3'ANTI-FLOTATION BLOCK
(1 CY CONC.)
6„0 PVC SCREW
TYPE CAP
48"0 PRECAST MANHOLE 6" PVC TEE _
18"{6 RCP _\
6" PVC TEE
6" 0 PVC SCREW
TYPE CAP
PLAN VIEW
NTS
4 DISCHARGE CONTROL STRUCTURE DETAIL
305 N. Chippewa Street
MAINTENANCE REQUIREMENTS: 6. AFTER THE WET DETENTION POND IS ESTABLISHED, IT SHOULD BE INSPECTED Lumberton, NC 28358
1. IMMEDIATELY AFTER THE WET DETENTION BASIN 1S ESTABLISHED, THE ONCE A MONTH AND WITHIN 24 HOURS AFTER EVERY STORM EVENT Office: [phone]
PLANTS ON THE VEGETATED SHELF AND PERIMETER OF THE BASIN SHOULD GREATER THAN 1.0 INCHES (OR 1.5 INCHES IF IN A COASTAL COUNTY).
BE WATERED TWICE WEEKLY IF NEEDED, UNTIL THE PLANTS BECOME 7. RECORDS OF INSPECTION AND MAINTENANCE SHOULD BE KEPT IN AKNOWN Fax: [phone]
ESTABLISHED (COMMONLY SIX WEEKS). SET LOCATION AND MUST BE AVAILABLE UPON REQUEST. Email:
2. NO PORTION OF THE WET DETENTION POND SHOULD BE FERTILIZED AFTER 8, ANY PROBLEMS THAT ARE FOUND SHALL BE REPAIRED IMMEDIATELY. ander50nen ineerin 2 mail.com
THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE 9. MONITOR WATER CLARITY & ALGAL GROWTH REGULARLY.
PLANTS ON THE VEGETATED SHELF. 10. MAINTAIN VEGETATIVE SHELF. BARE SPOTS, WEEDS AND INVASIVE SPECIES, LICen 8p Sufe #: C 0793
3. STABLE GROUNDCOVER SHOULD BE MAINTAINED IN THE DRAINAGE AREA TO SHOULD BE NOTED AND REMEDIED AS SOON AS POSSIBLE.
REDUCE THE SEDIMENT LOAD TO THE WET DETENTION BASIN. 11. CUT GRASS, WEED, AND REMOVE DEBRIS REGULARLY AROUND THE BMP.
4. IF THE BASIN MUST BE DRAINED FOR AN EMERGENCY OR TO PERFORM 12. VISUALLY INSPECT SEDIMENT ACCUMULATION OF THE BASIN BOTTOM &
MAINTENANCE, THE FLUSHING OF SEDIMENT THROUGH THE EMERGENCY DEPTH MARKER. WHEN SPECIFIED DEPTH HAS BEEN REACHED IN EITHER THE
DRAIN SHOULD BE MINIMIZED TO THE MAXIMUM EXTENT PRACTICAL. FOREBAY OR MAIN BASIN, THE SEDIMENT SHALL BE REMOVED AND DISPOSED
5. ONCE A YEAR, A DAM SAFETY EXPERT SHOULD INSPECT THE EMBANKMENT. OF PROPERLY. REPAIR FOREBAY AND/OR MAIN BASIN AS DESIGNED.
REPLACE ANY VEGETATION AS NECESSARY.
NTS 2 WET DETENTION POND CROSS-SECTION NTS
Z W u
aJ U
Z m Z N Z
W Q W
a� cc Z
Q W LL CO 0
W
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0
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•
36199
id'•• FNG I N tO. 5
Ilia kII(tt.(�2
The creation of authorship contalned In this drawing including
but not limited to all design,text, specifications and images,
are owned, except as otherwise expressly stated, by
Anderson Engineering & Associates, P.A. and are protected
_ - - by copyright and other intellectual property laws. This drawing
may .not be copied, reproduced, transmitted, displayed,
distributed, sub- licensed; altered, utilized for other projects or
- otherwise used In any manner without the prior written
consent of Anderson Engineering :& Associates, PA, except -
- to the extent that such use constitutes "fair use' under the
.Copyright Ad of 1976 (17 U.S.C. §107), as amended. Project
owner may keep one urp altered permanent copy to be used
- for Intended project use only.
STORMWATER
MGMT DETAILS
saaa
CONSTRUCTION DOCUMENT
ISSUE DATE: 11.16.12
MONSOON
NO. DATE REASON -
a — — — —
a
m SCALE: NTS
m
"a DRAWN BY: RW
tn
CHECKED BY: $P
m PROJECT NO.: 60-1327
w DRAWING FILE: 1327 EC D
m — —
u FILE NO.: TT-4
SHEET NO.
0
L
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a
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O

EXIST. SSMH #C
STA.0+00
EXIST. SSMH #A EXIST. DI G�EG
RIM=258.19 EXIST: SSMH #D RIM=263.95' PROP. INV. I N (5)=245.6T RIM=257.29' RIM=250.83'
INV IN=247.70' EXIST. DI EXIST. SSMH #F INV. IN=247.78' y
EXIST. DI INV. IN(W)=244.61' INV. IN=243.64! EXIST. SSMH #E U'
INV. OUT=247.60' EXIST. SSMH #B RIM=257.45' INV. OUT=244.51' INV. OUT=243.54' RIM=2=253. RIM=256.67' RIM=254.60' INV. OUT=247.68' EXIST. SSMH #G �n
INV.IOUT= 52. INV. IN=242.12' ST. DI RIM=251.04'
. IN=260.56' INV. IN=254.50' INV. OUT=252.82' INV. OUT=242.02' _ _ W
INV. IN=245.71' INV. OUT=254.40' _ _ _ /Z�
�5�,24- _
INV. OUT=24561' ---- ---- - -- - --- --- -- ----- -- - -- -- ---- INV.=248.15' (� b
- XIST. 390LF OF 12"0 5DR-26 PVC SAN. SEWER _ _-
-- -\ ---EiEi57.-3881F OF 12"05DR-26 PVC SAN. SEWER EXIST. 388Lf OF 12"05DR-26 PVC SAN. SEWER. ___ __ __ _ _--- -__--
EXIST.390LFOf12 �SDR-26 PVC SAN.�wER--_- - _ ___S_LOPE@0.22_%__ asa_-_------- --- ---�IODE@0.36%-- ---- - __--==-,ate_ --- --_'T'----i' ,!d
SLOPE 0.48% - - \-� - -------_�t-0fEE@0.26% -- -_______- ___ - -- _ -- -- -- --
@ _ _yy�4z.===___ __c_____ _ __ ____xse____ -` ______ _�� __ - ____ _ ___-- ______�.. J---------- A
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--- - - - - - - - -y------------ r - t--- _-- --- _---ERTOI`1�
---- --- --- --- __- __ - - - - - - ---------
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--- =s_------------------- _ - -. ___-___ - -
../,_ _ .. -2 ._-159-.___--ISB•_______________ __ _ _ __ _ __ _ _c--- A,-_- c----__ __ _ _ _ -
_ _ /-•i 1 -___ _______ __ 305 N. Chippewa Street
,- � � -------------------- -- __-_�- �- __ --_- ---- -' -z-'.-._--r Lumberton, NC.2835$
---- --- _ - __--- B-== -_=___ ------ - -- ---- -------------------- ------ --- --_ _- - - - J: /.- -'- - - - - - - - Office: 910 671-9530
-- - FO RED - - _ _ _ _ - Fax: [phone]
_ _ _ _ 1 / 7 /'
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BOUNDARY SURVEY BY: `I\\ '.: wM /// i \\\ , /- , / >\\ I /// vooCTEZRY
INV.=25fi.65'
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M.A.P.S. SURVEYING, INC. \n \
1306 FT. BRAGG ROAD FOPED \I\\\\I \ p° N.C.=25W.�N
FAYETTEVILLE NC 28305 \I PROP. DI
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a E%IST.IS"f \ -- _- _---_-- � _ ---- � ZZ
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c PROP. 40LF OF 15'0 RCP .\ '.\\ 3 \ I \I I I / //! 4LU z INV 256.58' t\•\ \ / \ / I /^-___2sf_ 1 `�' O:
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VICINITY MAP PP �� ROP. DRAINAGE EASEMENT
<', vk ,,"/ I, / I iy j OUTLET#2 iNV.=248.25' r4 `' I // I /
,I DAMES L BRADLEY \-
PIPE SCHEDULE
PIE
otsGN
FULLFLOW
LENGTH
PIPESIZE
PIPE
PIPE
FLOW
VELOCITY
FROM
TO
FT
IN
TYPE
SLOPE
CFS
FPS
1
2
28
18
RCP
070%
B. 4
4,97
2
4
92
24
RCP
033%
11.95
4,13
3
4
28
18
RCP
0.50%
7.00
4.20
4
6
164
24
'RCP
100/
21,87
7.19
5
6
28
18
.RCP
060%
803
4.60
6
8
92
30
RCP
0.61%
3203
6S2
7
8
28
18
RCP
0.32%
5,56
3.36
8
28
254
36
RCP
0.40%
4063
5,96
9
10
36
18
RCP
0.25%
6.95
2.97.
10
11
56
18
RCP
0.25%
7.36
2.97
11
12
28
18
RCP
0.25%
7.99
Z97
12
23
142
24
RCP
0,25%
9A2
3,60
13
14
24
15
RCP
0.33%
040
3.00
14
15
16
15
RCP
0.33%
3.48.
3.00
15
17
120
18
RCP
0.33%
4.87
3.38
17
12
15
RCP
025%
1.35
2.fi3
ifi
7
19.
56
18
RCP
0,50%
6,25
4.20
18
19
12
15.
RCP
0.25%
0.34
2.63
19
21
104
24
RCP
0.25%
6.71
3.60
20
21
20
15
RCP
2.70%
1,35
8,64
21
22
20
24
RCP
0.33%
9.04
4.10
22
23
24
24
RCP
0.25%
9.70
Sao
23
24
20
30
RCP
0.25%
19.20
4.17
24
25
80
30
RCP
025%
19
4.17
25
26
' 28
30
RCP
0.,25%
19S.86
4.17
26
27
52
30
RCP
0 50%
27.92
5.90
27
28
28
24
DEL. RCP
0 30%
28.77
3.94
28
OUTLET1
48
42
RCP
060%
68.Ofi
8.09
29
30
98
15
RCP
0.33%
2,36
3,00
30
31
48
15
RCP
0.33%
3.75
3.00
31
33
44
18
RCP
033%
4.76
3.38
32
33
76
15
RCP
025%
1,28
2,63
33
35
68
18
RCP
DS0%
682
4.20
34
35
76
15
RCP
025%
2.28
2.63
35
36
56
24
RCP
0,33%
940
4.10
36
37
44
24
RCP
0.25%
10.16
3.60
37
38
96
24
RCP
1.25%
11.35
8o4
38
OUTLET2
40
30
RCP
0.36%
13.37
5.01
39
40
96
15
RCP
025%
2,29
2.63
40
41
48
15
RCP
0.25%
3.30
2.63
41
42
48
18
RCP
0.33%
4.26
3.38
42
43
48
18
RCP
033%
4.56
3.38
43
44
48
18
RCP
025%
4.91
2.97
44
45
52
18
RCP
025%
5,79
2.97
45
46
92
24
'RCP
026%
6,68
3,60
46
OUTLET3
44
24
RCP
023%
8.62
3,45
47
49
24
15
RCP
0.3391,
2.29
3.00
48
49
196
15
RCP
0,35%
3.70
3,11
49
50
]2
18
RCP
0,33%
5.74
3.38
50
51
52
24
` RCP
0.33%
7.04
4.10
51
52
48
24
RCP
0.33%
8.85
4.10
52
53
44
24
RCP
0.25%
9.16
3.60
53
54
52
24
RCP
0.25%
9.46
3.60
54 -
55
48
24
RCP
0.25%
11.17
3.60
55
57
72
24
RCP
0,30%
1243
3S5
56
51
212
15
RCP
0.33%
3,23
3.00
57
58
24
30
RCP
0.25%
15A4
4A7
58
IOUTLET4
64
1 30
1 RCP
1 0.24%
1 1709
1 4.09
IW/PRECAST 1 OUTLET#4 \\ \ 1 / (AROUND ENTIRE POND) I // - WOOC3ERRY
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FFE=IS)Jp \ 1 ' / '. w/48 ROUND SERIES TRASH
- _ The creation of authorship contained in this drawing including
PLASTIC
/ but not limited to all design,
SOLUTIONS OR APPROVED EQUAL -Images,
01-(42) f D1'(SeJ / :. MIN. RIM EL=252.00' . / ^ ere owned, except :ash otherwisasttateby
, / �33) Anderson Engineering 8 Associates, P.A. and are protected
PROP. 2 LF 12 ACCESS EASEMENT by copyright and other Intellectual property laws. This drawing
\ \ \� \ \ \ \ / / ;! NUMeEq=zsfi.)$ �• 0. ' ^! / I '.:. "O-RING' RCP Fw/FE 1 PG 382 WOODBERRY may. not be copied, reproduced, transmitted, displayed,
W/rRANSFORr4Fft _ ,. .(OB IT ,. ) WO B distributed sub -licensed altered utilized for other Projects or -
\ 2BEOROpON,M.' 6 Bf DG, 7 - 4 i_ 1 _-._�./ / / ,1 INV. 249.65 SECT.2 otherwise used in any manner without the prior written
\ \ \ \\ \ \ \ \ 3 BEDROOM: 22 NUMBEROF ).�' ' / / - AP 4 y Fn
PC3, SLIDE 3 3, M consent of Anderson Engineering K Associates, P.A, except
to the extent that such use constitutes "fair use under the
/ g M. 11 FFfa2 /
- I UR NU Sp
Copyright Act of 1876 (17 U.S.C. §107), as amended.Protect
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PROP. / / / / , / / 1BED R4' 6 LOG. i / /' .' _ Y IseaP one un- altered Permanent copy to be used
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3
3BEDRooM'1z .: GLC H 49 B 304, PG 82 . -
\BEDRooM: s DB 304, PG 82
SLOPE@0.15% �`�
SLIDE 238, MAP 3 It
STORM WATER`
/ ¢•
NV..254.40' t1\i _ �2s5_\\.25. ' / / i j //'/ / ,
\' T _ _ 1 I _ CI-(39) F / , 9 / /i // / / ' /✓' \ i{fL�h
MGMT. PLAN
cnrcH eases SCHEDULE \\ \ �\ \ 1 - /"/ - - _ L (t i3 e 9 4 / CONSTRUCTION DOCUMENT
LABEL
BOX TYPE
DRAINAGE
AREA AC
T.C./RIM EL.
FT
INVERT EL.
FT
Box
DEPTH
FT
MAX PIPE
SIZE
MIN.
DEPTH
FT
1
PRECAST 26"X36"WAFFLE
1.64
258.68
252.72.
5,96
18
3,67
OKI
2
PRECAST 26"X36"WAFFLE
069
268.68
252.52 -
6.16
24
4.17
OK!
3
PRECAST 26"X36"WAFFLE
1.36
258,22
252.36
5.86
18
3,67
OKI
4
PRECAST 26"X36" WAFFLE
0.64
258.23
252.22
6,01
24
4.17
OK!
5
PRECAST 26"X36" WAFFLE
1.56
257.40
252.08
5.32
18
3.67
OK!
6
PRECAST 26"X36" WAFFLE
0.55
257.40
260,58
6S2
30
4R7
OKI
7
PRECAST 26"X36"WAFFLE
1.08
256.95
251.89
5.06
18
387
OK!
B
PRECAST S'MANHOLE
0.73
256.95
250.02
693
36
5A7
OKI
9
PRECAST 26•X36" WAFFLE
1.35
257.40
249,43
7.97
18
367
OK!
10
PRECAST 26"X36" WAFFLE
0.07
257,40
249.34
BU7
18
3.67
OKI
11
PRECAST 26"X36"WAFFLE
0,11
256.80
249.20
7,61
18
3.67
OKI
12
PRECAST 26"X36"WAFFLE
0,18
256a0
249,13
T68
24
4.17
OK!
93
PRECAST 26"X36"WAFFLE
0,06
253,90
250.19
3,72
15
342
OKI
14
PRECAST 26"X36"WAFFLE
0.46
253,75
250,11
3.64
15
3.42
OKI
PRECAST 26"X36"WAFFLE
0.21
254,00.
250.06
3.95
18
3,67
OKI
i5
6
PRECAST 21Y%36"WAFFLE
0,20
256,60
249.70
6S1
15
3.42
OKI
17
PRECAST 26"X36" WAFFLE
0.03
256.80
249.67
6.94
18
3,67
OKI
18
PRECAST 26"X36" WAFFLE
0.06
256.85
249.42
7.44.
15
3.42
OK!
19
PRECAST 26"X36"WAFFLE
0.03
256.80
249,39
7.42
24
4.17
OK!
20
PRECAST 26"X36"WAFFLE
0.20
255,70
249,67
6,04
15
3.42
OK!
21
PRECAST 4'MANHOLE
0.19
255.80
249.13
6.68
24
4.17
OKI
22
PRECAST 26"X36"WAFFLE
0.11
256.90
249.06
6.84
24
4,17
OKI
23
PRECAST 48"X48"WAFFLE
OAS
255.90
248.66
7.24
30
4.67
OK!
24
PRECAST 48"X48" WAFFLE
0.07
255.89
248,61
7,28
30
4.67
OK!
25
PRECAST 48"X48" WAFFLE
0.09
255A5
24841
6.74
30
4,67
OK!
26
PRECAST 48"X48" WAFFLE
1.74
255.15
246.66
8.49
30
4.67
OK!
27
PRECAST 72"X96"SOLID
0.17
255.75
246.40
9,35
24
4,17
OKI
28
PRECAST 72"X96"SOLID
0.20
25575
246.32
9.43
42
5.67
OK!
29
PRECAST 26"X36"WAFFLE
0.35
254.00
25024
3,76
15
3.42
OKI
30
PRECAST 36"X36" WAFFLE
0.31
254.50.
249.93
4.57
15
3.42
OKI
31
PRECAST 36"X36" WAFFLE
0.23
254.50
249.78
4.72
18
3.67
OKI
32
PRECAST 36"X36"WAFFLE
0.27
256.10
249.82
6,28
15
3.42
OK!
33
PRECAST36"X36"WAFFLE
0.19
255.90
249.63
6.27
18
3.67
OK!
34
PRECAST 36"X36" WAFFLE
0.48
256.10
24948
6.62
15
3.42
OKI
35
PRECAST 36"X36"WAFFLE
0.11
255.90
249.29
6,61
24
4.17
OK!
36
PRECAST 36"X36" WAFFLE
0.19
255,60
249.11
6.49
24
4,17
OKI
37
PRECAST 36"X36" WAFFLE
0.29
255.60
248,34
1.26
' 24
4.17
OKI
38
PRECAST 48"X48"WAFFLE
0.34
255.00
247.14
7.86
30
4.67
OK!
39
PRECAST 26"X3fi"WAFFLE
0.34
253,42
249Z0
3.92
15
3.42-
OKI
40
PRECAST 36"X36" WAFFLE
0.23.
254.35
249.26
5,09
15
3,42
OK!
41
PRECAST 36"X36" WAFFLE
0.22
254.35
249,14.
5,21
18
3,67
OKI
42
PRECAST 36"X36" WAFFLE
0.18
255.50
248.99
6.51
18
3,67
OK!
43
PRECAST36"X36"WAFFLE
0.21
255.50
248.83
6,67
18
3.67
OKI
44
PRECAST 36"X36"WAFFLE
0,21
255.25
24811
6,54
18
3.67
OKI
45
PRECAST 36"X36"WAFFLE
0.22
254Z0
248.58
6,02
24
4.17
OKI
46
PRECAST 26"X36" WAFFLE
0.34
254,70
248.35
6,35
24
4.17
OKI
47
PRECAST 26"X36"WAFFLE
0,34
253.70
249,93
3.77
15
3,42
OK!
48
PRECAST 26"X36"WAFFLE
0.55
255.25
250.54
4.71
15
342
OKI
49
PRECAST 36"X36" WAFFLE
0.00
254.70
249,85
4.85
18
3.67
OKI
50
PRECAST 36"X36" WAFFLE
0.31
255.10
249S2
5.48
24
4.17
OK!
51
PRECAST 36X36' WAFFLE
0.42
256.20.
249AS
6.75
24
4.17
OKI
52
PRECAST 36'X36"WAFFLE
0.21
255.00
249.29
5.71
24
4.17
OK!
53
PRECAST36"X36"WAFFLE
021
255.00
249,18
5.82
24
4.17
OKI
54
PRECAST 36"X36" WAFFLE
0,42
254.50
249,05
5.45
24
4.17
OK!
55
PRECAST 36"X36" WAFFLE
0.32
254.50
248.93
5.57
24
4.17
OK!
56
PRECAST 26"X36"WAFFLE
048
25485
249.40
SAS
15
3.42
OKI
57
PRECAST48"X48" WAFFLE
0.00
255.15
248]t
644
30
4.67
OK!
58
PRECAST48"X48"WAFFLE
0.34
254,80
248.65
6.15
1 30
1 4.67
1 OKI
TIE TO EXIST. DITCH ISSUE DATE: 11.16.12
\\ INV.=248.98' \
NO.. DATE IREASON:
\ \ EXIST. �TM�
\ \ MOUNT PISGAH MISSIONARY -
DITCH
\ - "
BAPTIST CHURCH '`- • �. •� _ � ' �' ' - .. � EXIST. 6 Sb CI PIPE _
\ \ 49466-00-01-441 _ \ - . _ _ INV.=246.13'
IDS 509, PG 274
\ PC SLIDE MAP „
\.� _
�_�� _ \ \,_ EXIST. 6 Qi CI PIPE
PC 2, SLIDE 2-81, MAP 6
'- INV.=246.33'
NOTE: PWC OPERATION &MAINTENANCE ENDS AT \\ \ \
THE FIRST CO FROM MAIN OR MANHOLE. \ \\ --
UTILITY NOTES LEGEND
NAND OF " CONCRETE - PROPOSED FIRE HYDRANT
1. HORIZONTAL DATUM. NAD83 WATER SUPPLY. DISINFECTION TESTING O � �.
VERTICAL DATUM: NAVD88 SHALL BE COMPLETED IN ACCORDANCE WITH ALL HOKE HEAVY DUTY ASPHALT PROPOSED WATER METER - -
2. THE CONTRACTOR SHALL MAINTAIN A SET OF MARKED -UP COUNTY AND NCDENR-PUBLIC WATER SUPPLY REGULATIONS
RECORD DRAWINGS FOR SUBMISSION TO THE ENGINEER. THE .AND PERMIT REQUIREMENTS. •^ EXISTING FIBER OPTIC N PROPOSED WATER VALVE -
CONTRACTOR SHALL MARK THE RECORD PRINTS TO SHOW 6. ALL PROPOSED SEWER COLLECTION SYSTEM PIPING AND _-__--_----_ T5v Q
EXISTING EDGE OF PAVEMENT N PROPOSED TAPPING SLEEVE & VALVE
EIN INSTALLED ACCORDING TO THE - • d
THE ACTUAL INSTALLATION WHY. INSTALLATION VARIES SET
SERVICE LATERALS PWC AND
5 CC ■ PROPOSED BACKFLOW PREVENTER
FROM THAT SHOWN ORIGINALLY. THIS SFT OF MARKED -UP REQUIREMENTS OFPWCAND NCDENR- DIVISION OF WATER ROOF DRAINS - w SCALE: 1"=50'-
RECORD DRAWINGS SHALL BE USED FOR FINAL QUALITY. TESTING OF ALL PIPING AND MANHOLES SHALL BE EDC PROPOSED FIRE DEPT. CONNECTION
- - -
CERTIFICATIONS OF WATER, SEWER AND STORM UTILITIES AS COMPLETED IN ACCORDANCE WITH ALL PWC AND NCDENR- PROPOSED SWALE ® uDRAWN BY: RW
REQUIRED. DIVISION OF WATER QUALITY REGULATIONS AND PERMIT �, „ W PROPOSED CURB INLET N _
PROPOSED 8 0 WATER MAIN CHECKED BY: SO
3. THE CONTRACTOR SHALL GIVE PARTICULAR ATTENTION TO REQUIREMENTS. PROPOSED DROP INLET -Q
D ELEMENTS THAT WOULD BE DRAINAGE PIPING SHALL BE 8" - '"' PROPOSED 2"0 WATER SVC 0 ® - -
INFORMATION ON CONCEALED E 7. ALL UNDERGROUND ROOF O TEMP. SEDIMENT FENCE - 06 -
DIFFICULTTOIDENTIFYORMEASUREANDRECORDLATER. HOPE 1.0%UNLESSNOTEDOTHERWISE. RRf PROPOSED FIRE LINE- L - - to PROJECT 60-1327
H N NE P -- s c
RECORD DATA AS SOON AS POSSIBLE PREVENTERS SHALL BE LOCATED INSIDE THE N LIMITS OF CONSTRUCTION 1! THE CONTRACTOR SHALL R 8. ALL BACKFLOW PR .x Know what's below.
PROPOSED 6 0 SANITARY SEWER SERVICEw DRAWING FILE: 1327
AFTER OBTAINING IT: RECORD AND CHECK THE MARK-UP BUILDINGS. ALL BE ER PREVENTERS INSTALLED S METERED / Zy\ / EXISTING GROUND CONTOURS r 4)
BEFORE ENCLOSING OR COVERING UP CONCEALED SERVICES SHALL BE PERMITTED TO DRAIN TO THE SANITARY DQ WATER VALVE - - \jai I b@fOC@ OU dig. -
y g FILE NO.: TT-4
INSTALLATIONS. SEWER SYSTEM WHILE BACKFLOW PREVENTERS ON WATER FIRE HYDRANT. � PROPOSED CONTOURS ' a0
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AFFECTED
BYTHECONTACTING SERVICES WITHOUT A METER (i.e. FIRE LINES) SHALL NOT BE HARDWARE CLOTH & GRAVEL INLET - Lu
® WATER METER GRAPHIC SCALE SHEET NO.
ALL UTILITY COMPANIES WHICH WILL BE AFFECFED BY THE PERMITTED TO DRAIN TO THE SEWER SYSTEM AND MUST BE PROTECTION -
PROPOSED WORK. THE CONTRACTOR MUST COORDINATE ALL PIPED TO DRAIN TO THE EXTERIOR OF THE BUILDING. ® IRRIGATION VALVE 0 -
E A CURB INLET SEDIMENT CONTROL BAG 50 0 2s so 100 200
PROPOSED CONNECTIONS WITH THE APPROPRIATE UTILITY 9. BACKFLOW PREVENTERS ON ALL FIRE LINES SHALL BE W/CURB FILTER 'o
COMPANIES. REDUCED PRESSURE DETECTOR ASSEMBLIES CURB INLET G
S EXIST. SANITARY SEWER MANHOLE TC-256.28 a
5. ALL PROPOSED WATER DISTRIBUTION PIPING AND SERVICE 10. BACKFLOW PREVENTERS ON ALL DOMESTIC AND IRRIGATION O
_ PROPOSED GRADES
-2 .78 + r4
ACCORDING TO THE
EP 55
LATERALS SHALL BE INSTALLED C HALL BE REDUCED PRESSURE PRINCIPLE .-
SERVICES S
PROPOSED SANITARY SEWER MANHOLE P W
IN FEET
AN D REQUIREMENTS OF HOKE COUNTY D NC ENR PUBLIC
Q ASSEMBLIES. C203
® Co PROPOSED CLEAN OUT I inch = 50 ft. (Horizontal)

S,OCKLE4
U O
8 -� 4 -�
*APPROXIMATELY
O Cp
0 LL&J
*APPROXIMATELY 300 STAPLES PER ROLL (8'
2 2 2 2'
200 STAPLES PER ROLL (8'
OR 4' WIDTH) REQUIRED - DRAWINGS NOT TO
8' 4'
•
OR 4' WIDTH) REQUIRED - DRAWINGS NOT TO I I I 2 2
SCALE 8' WIDE BLANKET SHOWN
o
SCALE 8' WIDE BLANKET SHOWN K x x x x
2 2 2 2 1
1.5' 1' I 2' 11'
FIGURE E
I I ( 2.5' 2' 1 2'
STEP 1 -SITE PREPARATION
x x x x
STEP 1- SITE PREPARATION
< x x x x
PREPARE SITE TO DESIGN PROFILE AND GRADE.
FIGURE B/
FIGURE F FIGURE E 1.5'
PREPARE SITE TO DESIGN PROFILE AND GRADE.
FIGURE C
P.O. Box 3119
Pembroke, NC 28372
REMOVE DEBRIS, ROCKS, CLODS, ETC.. GROUND
x x x x >
REMOVE DEBRIS, ROCKS, CLODS, ETC.. GROUND
2.5' 1' I 2' 11'
Telephone: [phone]
SURFACE SHOULD BE SMOOTH PRIOR TO
FIGURE C FIGURE -
SURFACE SHOULD BE SMOOTH PRIOR TO
:'' BLANKET 3 � .
x x x x
Fnx: [phone]
INSTALLATION TO ENSURE BLANKET REMAINS IN
x x x x x
C
INSTALLATION TO ENSURE BLANKET REMAINS IN
;~
CONTACT WITH SLOPE.
CONTACT WITH SLOPE.
GROUND
N 4/
ocl[clig�
LANKET 4 x x x x
x x x x
`�����
.
STEP 2 -SEEDING
i :'; : 1 BLA
-
STEP 2 SEEDING
SURFACE : < :• FIGURE F
",
��4 4{0
SEEDING OF SITE SHOULD BE CONDUCTED TO
: • i ` 2' >: a x x x x x
SEEDING OF SITE SHOULD BE CONDUCTED TO
BLANKET 1
>" " " ` FIGURE B/.4?
^<:. -,
a ti V. /
4. n '--_
DESIGN REQUIREMENTS OR TO FOLLOW LOCAL OR
r `':"':
DESIGN REQUIREMENTS OR TO FOLLOW LOCAL OR
FIGURE E
x x x x x
P-o754
STATE SEEDING REQUIREMENTS AS NECESSARY.
'`" "- .X:i:; '+, ' " ' x x x x
BLANKET
STATE SEEDING REQUIREMENTS AS NECESSARY.
.,.:'
/
STEP 3 - STAPLE SELECTION
,
~' "'>"` -.'.•, ': ° x x x
STEP 3 - STAPLE SELECTION
"` "
'' ""'
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE
FIGURED �:L� •:.L'.' �.. '...
AT A MINIMUM, 6" LONG BY 1" CROWN, 11 GAUGE
"BLANKET 2 ;:'
'r///1111111111 0
STAPLES ARE TO BE USED TO SECURE THE BLANKET
.i
.;.' ;c' •':;'".` •; 5
;' , x -DENOTES STAPLE LOCATION
STAPLES ARE TO BE USED TO SECURE THE BLANKET
FIGURE D
TO THE GROUND SURFACE. INSTALLATION IN
TO THE GROUND SURFACE. INSTALLATION IN
/i
CAROL!''/'i
ROCKY, SANDY OR OTHER LOOSE SOIL MAY
FIGURE D - PLAN VIEW
GROUND
ROCKY, SANDY OR OTHER LOOSE SOIL MAY
FIGURE E
x - DENOTES STAPLE LOCATION
\\�I.
/.
REQUIRE LONGER STAPLES.
SURFACE
REQUIRE LONGER STAPLES.
FIGURE D - PLAN VIEW
`\\�O g4pyESSIpN'! 9
STEP 4 - EXCAVATE ANCHOR TRENCH
FIGURE A 8.0'
STEP 4 - EXCAVATE ANCHOR TRENCH
FIGURE A
SEAT
029469
AND SECURE BLANKET
AND SECURE BLANKET
,o:
•''•
EXCAVATE A TRENCH ALONG THE TOP OF THE
CHANNEL SIDE SLOPES AND THE UPSTREAM
X x X x X X
.0' 1.0' 1.0' 1.0' 1.0' 1.0' 1.0'
FLO LANKET'. -�
3.0 �--
FLOW Fx'01OTES
EXCAVATE A TRENCH ALONG THE TOP OF THE
CHANNEL SIDE SLOPES AND THE UPSTREAM
BLANKET 1
8.�
// "�
ANGINEEQ' •' \\
�i �l ' •......••' \`
TERMINAL END OF THE CHANNEL TO SECURE THE
.� 3.0" k BLANKET 1
BLANKET 2 STAPLE LOCATION
TERMINAL END THE CHANNEL TO SECURE THE
�Ov+ y
�� 3.0" 1 3.0„
BLANKET 3EDGES 1
x x x x x x x
1.0' 1.0' 1.0' 1.0' 1.0. 1.0' 1.0' 1.0'
OF THE BLANKET. THE TRENCH SHOULD RUN
BLANKET 3BLANKET
EDGES OF THE BLANKET. THE TRENCH SHOULD RUN
BL
BLANKET 2
1111111///
ALONG THE LENGTH AND WIDTH OF THE
INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE
GROUND 4.0' --►�
ALONG THE LENGTH AND WIDTH OF THE
GROUND
x -DENOTES STAPLE LOCATION
\```tl� .. CAROL
....
BLANKET ALONG BOTTOM OF TRENCH, FILL WITH
GROUND SURFACE
SURFACi_
INSTALLATION, BE 6" WIDE AND 6" DEEP. STAPLE
BLANKET ALONG BOTTOM OF TRENCH, FILL WITH
SURFACE GROUND SURFACE
4.0'
\\` o.
COMPACTED SOIL, OVERLAP BLANKET TOWARDS
TOE OF SLOPE AND SECURE WITH ROW OF STAPLES
x x x
FIGURE B - FIGURE C -CROSS FIGURE 1.0'
COMPACTED SOIL, OVERLAP BLANKET TOWARDS
_
(SHOWN IN FIGURES A, E AND F).
E - 11.0' 11.0' 11.0'
PROFILE VIEW SECTION VIEW PLAN VIEW
TOE OF SLOPE AND SECURE WITH ROW OF STAPLES<
(SHOWN IN FIGURES A, E AND F).
FIGURE B - FIGURE C - CROSS
x x x
1.0'
- '
'//�
x - DENOTES STAPLE
PROFILE VIEW
11.0' 11.0' 11.0'
FIGURE E -
Q''•.QNCINEE4.: 4
SECTION VIEW
\\�
'�� °88Y
STEP 5 - SECURE BODY OF BLANKET
LOCATION
STEP 5 - SECURE BODY OF BLANKET
PLAN VIEW x _DENOTES STAPLE
ROLL BLANKET DOWN SLOPE FROM ANCHOR
ROLL BLANKET DOWN SLOPE FROM ANCHOR
LOCATION
TRENCH. STAPLE BODY OF BLANKET FOLLOWING
PRODUCT APPLICATION/EQUIVALENCY SPECIFICATIONS I I
TRENCH. STAPLE BODY OF BLANKET FOLLOWING
PRODUCT APPLICATION/EQUIVALENCY SPECIFICATIONS
rr ll
THE PATTERN SHOWN IN FIGURE D. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP
SHOWN IN FIGURE B. PLACE DOWNSTREAM
EXCEL S-2 IS PRODUCED BY WESTERN EXCELSIOR AND CONSISTS OF A I� 6.0" 6.0" �I
TEMPORARY ROLLED EROSION CONTROL PRODUCT (RECP) COMPRISED I I
THE PATTERN SHOWN IN FIGURE D. LEAVE END OF
BLANKET UNSTAPLED TO ALLOW FOR OVERLAP
EXCEL S-2 IS PRODUCED BY WESTERN EXCELSIOR AND CONSISTS OF A
TEMPORARY ROLLED EROSION CONTROL PRODUCT (RECP) COMPRISED
6.0" 6.0"
V
OF AN EXCELSIOR MATRIX MECHANICALLY (STITCH) BOUND BETWEEN
SHOWN IN FIGURE B. PLACE DOWNSTREAM
OF AN EXCELSIOR MATRIX MECHANICALLY (STITCH) BOUND BETWEEN
U
BLANKET UNDERNEATH UPSTREAM BLANKET TO
BLANKET UNDERNEATH UPSTREAM BLANKET TO
TWO, PHOTODEGRADABLE SYNTHETIC NETS (TOP AND BOTTOM). THE
FROM SHINGLE PATTERN. STAPLE SEAM AS SHOWN
TWO, PHOTODEGRADABLE SYNTHETIC NETS TOP AND BOTTOM THE
( )
LONGEVITY
FROM SHINGLE PATTERN. STAPLE SEAM AS SHOWN
EXPECTED LONGEVITY OF EXCEL S-2 IS APPROXIMATELY 12 MONTHS
\ a
v
IN FIGURE E. SECURE DOWNSTREAM BLANKET WITH
EXPECTED OF EXCEL S-2 IS APPROXIMATELY 12 MONTHS
IN FIGURE E. SECURE DOWNSTREAM BLANKET WITH
(ACTUAL LONGEVITY DEPENDENT ON FIELD AND CLIMATIC CONDITIONS).
o
STAPLING PATTERN SHOWN IN FIGURE D. STAPLING
PATTERN SHOWN IN FIGURE D REFLECTS MINIMUM
(ACTUAL LONGEVITY DEPENDENT ON FIELD AND CLIMATIC CONDITIONS).
EXCEL S-2 IS MANUFACTURED TO INCLUDE PHYSICAL PROPERTIES
STAPLING PATTERN SHOWN IN FIGURE D. STAPLING
PATTERN SHOWN IN FIGURE D REFLECTS MINIMUM
EXCEL S-2 IS MANUFACTURED TO INCLUDE PHYSICAL PROPERTIES
tO
1--;
SUFFICIENT TO PROVIDE THE INTENDED LONGEVITY AND FIGUREEV
SUFFICIENT TO PROVIDE THE INTENDED LONGEVITY AND
STAPLES TO BE USED. MORE STAPLES MAY BE
PERFORMANCE. PRODUCT SPECIFICATIONS MAY BE FOUND ON
STAPLES TO BE USED. MORE STAPLES MAY BE
PERFORMANCE. PRODUCT SPECIFICATIONS MAY BE FOUND ON
O
REQUIRED TO ENSURE BLANKET IS SUFFICIENTLY
REQUIRED TO ENSURE BLANKET IS SUFFICIENTLY
DOCUMENT WE_EXCEL AND PERFORMANCE INFORMATION
FIGURE E
SECURED TO RESIST MOWERS AND FOOT TRAFFIC
DOCUMENT WE_EXCEL_S2_SPEC AND PERFORMANCE INFORMATION
SECURED TO RESIST MOWERS AND FOOT TRAFFIC
_S2_SPEC
MAY BE FOUND ON DOCUMENT WE EXCEL ALL DOCUMENTS
F Fri �O
AND TO ENSURE BLANKET IS IN CONTACT WITH SOIL
MAY BE FOUND ON DOCUMENT WE_EXCEL_S2_PERF. ALL DOCUMENTS FIGURE F - PROFILE VIEW
ARE AVAILABLE FROM WESTERN EXCELSIOR TECHNICAL SUPPORT OR
AND TO ENSURE BLANKET IS IN CONTACT WITH SOIL
- _S2_PERF.
ARE AVAILABLE FROM WESTERN EXCELSIOR TECHNICAL SUPPORT OR
FIGURE F - PROFILE VIEW
i�
SURFACE OVER THE ENTIRE AREA OF BLANKET.
FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL
WWWWESTERNEXCELSIOR.COM. ADDITIONAL TO ABOVE, EQUIVALENT
SURFACE OVER THE ENTIRE AREA OF BLANKET.
FURTHER, CRITICAL POINTS REQUIRE ADDITIONAL
WWW.WESTERNEXCELSIOR.COM. ADDITIONAL TO ABOVE, EQUIVALENT
00
GO N
STAPLES. CRITICAL POINTS ARE IDENTIFIED IN
PRODUCTS TO EXCEL S-2 MUST MEET IDENTICAL CRITERIA AS EXCEL S-2
STAPLES. CRITICAL POINTS ARE IDENTIFIED IN
PRODUCTS TO EXCEL S-2 MUST MEET IDENTICAL CRITERIA AS EXCEL S-2
AS FOLLOWS:
W U
FIGURE G.
AS FOLLOWS:
FIGURE G.
r-�
� Z'
STEP 6 - CONTINUE ALONG SLOPE -
CREST OF CREST OF
1. CONSIST OF MACHINE PRODUCED, WEED AND DEBRIS FREE
. SLOPE SLOPE
STEP 6 -CONTINUE ALONG SLOPE -
1. CONSIST OF MACHINE PRODUCED, WEED AND DEBRIS FREE
EXCELSIOR BOUND BETWEEN TWO, SYNTHETIC; ,
CRITICAL
POINT
,�,�//
W
EXCELSIOR BOUND BE �rdJEEh TWO, SYNTHETIC,
W
COMPLETE INSTALLATION
PHOTODEGRADABLE NE , S (TOP AND BOTTOM).
COMPLETE INSTALLATION
PHOTODEGRADABLE NETS TOP AND BOTTOM).
( )
CRITICAL
b--•I �^,.1
OVERLAP ADJACENT BLANKETS AS SHOWN IN
FIGURE C AND REPEAT STEP 5. SECURE TOE OF
SLOPE USING STAPLING PATTERN SHOWN IN FIGURE
2. SUFFICIENT TENSILE STRENGTH, THICKNESS AND COVERF:GE TO TOE OF
MAINTAIN INTEGRITY DURING INSTALLATION AND ENSURE MATERIAL SLOPE
OVERLAP ADJACENT BLANKETS AS SHOWN IN
FIGURE C AND REPEAT STEP 5. SECURE TOE OF
SLOPE USING STAPLING PATTERN
2. SUFFICIENT TENSILE STRENGTH, THICKNESS AND ,.:OVERAGE TO
MAINTAIN INTEGRITY DURING INSTALLATION AND L "SURE MATERIAL
PERFORMANCE.
POINT
TERMINAL
END
I* w
w
PERFORMANCE.
SHOWN IN FIGURE
GROUND
a
E. SECURE EDGES OF INSTALLATION BY STAPLING
3. LISTING WITHIN AASHTC NTPEP DATABASE.
E. SECURE EDGES OF INSTALLATION BY STAPLING
3. LISTING WITHIN AASHTO NTPEP DATABASE.
4. MEET ECTC SPECIFICATION FOR CATEGORY 2D PRODUCT.
SURFACE GROUND
�J
AT 1.0' INTERVALS ALONG THE TERMINAL EDGE.
4. MEET ECTC SPECIFICATION FOR CATEGORY 2D PRODUCT.
AT 1.0' INTERVALS ALONG THE TERMINAL EDGE.
SURFACE
FIGURE G - CRITICAL POINT SECURING
FIGURE G - CRITICAL POINT SECURING
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CHANNEL MAINTENANCE:
ROLLED MATTING LINER MAINTENANCE:
1. INSPECT ROLLED
I
O
EROSION CONTROL PRODUCTS AT LEAST
WEEKLY AND AFTER
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER
EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT REPAIR IMMEDIATELY.
O
EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE
2.
GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED,
AND EROSION MUST NOT
CHANNELS, CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE
OCCUR BENEATH THE RECP.
REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL
3.
ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN
CLOSE CONTACT WITH
ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES.
THE GROUND SHALL BE REPAIRED AND STAPLED.
REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED
4.
IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM
CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL
SHALL BE FIXED AND THE ERODED AREA PROTECTED.
z
TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
5.
MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS
a
ESTABLISHED.
STABILIZED CHANNEL DETAIL
STABILIZED SLOPE DETAIL
a
NTS
NTS
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4' MAX.
�I GAUGE HARDWARE CLOTH
WO
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(1!4" MESH OPENINGS)
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2'-0" 5'- 4" MIN.
MIN. CHANNEL WIDTH
5'- 4" MIN.
CHANNEL WIDTH
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COMPACTED
COARSE
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SOIL
AGGREGATE
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NCDOT #5 OR #57
iv
WASHED STONE
2
... .. F�0,
F�O�
3
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_®I I I -I I IEI I IEEI I Ed I FED I I -I I I -I I I
I I -I I I^I I I--1 � I HI � I
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MAINTENANCE:
o
1.
INSPECT INLETS AT LEAST WEEKLY AND AFTER FareaEo
9' TYPICAL
rmo
EACH SIGNIFICANT (V2 INCH OR GREATER) WATE
NOTES:
NOTES:
G
x
RAINFALL EVENT.
NCDOT #5 OR #57
ALL TEMPORARY DIVERSIONS
ALL TEMPORARY DIVERSIONS
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2.
CLEAR THE MESH WIRE OF ANY DEBRIS OR
WASHED STONE
SHALL HAVE STRAW NET LINERS
SHALL HAVE STRAW NET LINERS
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OTHER OBJECTS TO PROVIDE ADEQUATE FLOW
FOR SUBSEQUENT RAINS.
CONSTRUCTION SPECIFICATIONS
SPECIFICATIONS
`a
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3.
TAKE CARE NOT TO DAMAGE OR UNDERCUT
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE
_CONSTRUCTION
1. REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS AND OTHER OBJECTIONABLE
THE WIRE MESH DURING SEDIMENT REMOVAL.
MATERIAL.
MATERIAL.
N
4.
REPLACE STONE AS NEEDED.
2. ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
2 ENSURE THAT THE MINIMUM CONSTRUCTED CROSS SECTION MEETS ALL DESIGN REQUIREMENTS.
3. ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
3, ENSURE THAT THE TOP OF THE DIKE IS NOT LOWER AT ANY POINT THAN THE DESIGN ELEVATION
DATE: 10-08-15
DRAWN BY: WDL
PLUS THE SPECIFIED SETTLEMENT.
PLUS THE SPECIFIED SETTLEMENT.
CONSTRUCTION SPECIFICATIONS:
4. PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
4 PROVIDE SUFFICIENT ROOM AROUND DIVERSIONS TO PERMIT MACHINE REGRADING AND
CLEANOUT.
5. VEGETATE THE RIDGE IMMEDIATELY AFTER CONSTRUCTION, UNLESS IT WILL REMAIN IN PLACE
CHECKED BY: JEL
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
SHEET TITLE
2.
DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS
LESS THAN 30 WORKING DAYS.
LESS THAN 30 WORKING DAYS.
EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM
OF 4 FEET APART.
3.
SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE
MAINTENANCE
MAINTENANCE
STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM. PLACING A
2-FOOT FLAP OF THE WIRE MESH
INSPECT TEMPORARY DIVERSION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. IMMEDIATELY
INSPECT TEMPORARY DIVERSION AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. IMMEDIATELY
UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
EROSION
4.
PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK
REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK
DETAILS
AROUND THE WIRE, AND SMOOTH TO AN EVEN GRADE.
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE
AREA PROTECTED IS PERMANENTLY
5.
ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ACCUMULATED
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
SEDIMENT, AND ESTABLISH FINAL GRADING ELEVATIONS.
AND APPROPRIATELY STABILIZE IT.
AND APPROPRIATELY STABILIZE IT.
6.
COMPACT THE AREA PROPERLY AND STABILIZED IT WITH GROUNDCOVER.
I
PRELIMINARY
FOR REVIEW PURPOSES ONLY
SHEET NUMBER
C5"
TYPICAL HARDWARE CLOTH AND GRAVEL DROP INLET PROTECTION
TEMPORARY SOIL DIVERSION
NTS
TEMPORARY GRAVEL DIVERSION
NTS
NTS
PR03ECT4 15-02222

NOTES
1. SITE PARAMETERS
1.1. TOTAL ACREAGE = 9.39 ACRES
1.2. DISTURBED AREA = 5.40 ACRES
2. ALL TRAPS AND BASINS SHALL BE INSPECTED DAILY (MONDAY
THROUGH FRIDAY) FOR EXCESSIVE SILT. CONTRACTOR SHALL
REMOVE EXCESSIVE SILT FROM THE TRAPS IMMEDIATELY BEFORE
CONSTRUCTION COMMENCES ON EACH WORKING DAY AS NECESSARY.
MAINTENANCE SHALL CONTINUE THROUGH COMPLETION OF THE
PROJECT.
3. THE DEVELOPER ENGAGED IN OR CONDUCTING THE LAND -DISTURBING
ACTIVITY SHALL BE RESPONSIBLE FOR INSTALLING AND MAINTAINING
ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL
MEASURES AND FACILITIES DURING THE DEVELOPMENT OF A SITE AS
REQUIRED BY THE APPROVED PLAN. OPERATIONS AND MAINTENANCE
CONDITIONS ARE INCLUDED IN THE PLAN OUTLINING HOW THE
DEVELOPER SHALL PROVIDE FOR OPERATIONS AND MAINTENANCE
DURING CONSTRUCTION.
4. THE DEVELOPER OR HIS AGENT SHALL BE RESPONSIBLE FOR
INSPECTING, MONITORING AND MAINTAINING SELF -INSPECTION
RECORDS FOR ALL LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1.
5, AREAS AT FINAL GRADE SHALL RECEIVE PERMANENT STABILIZATION
MEASURES WITHIN SEVEN CALENDAR DAYS OF REACHING FINAL
GRADE.
6. THE RESPONSIBILITY FOR MAINTAINING ALL PERMANENT EROSION AND
SEDIMENT CONTROL MEASURES AND FACILITIES AFTER SITE LAND
DISTURBING ACTIVITY IS COMPLETED SHALL LIE WITH THE LANDOWNER
OR PERSON IN POSSESSION OR CONTROL, EXCEPT FACILITIES AND
MEASURES INSTALLED WITHIN ROAD OR STREET RIGHT-OF-WAYS OR
EASEMENTS.
7. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING
CONSTRUCTION IN ORDER TO CONTROL EROSION AND /OR OFF -SITE
SEDIMENTATION.
8. APPROVED PLANS REMAIN VALID FOR FIVE YEARS FROM THE DATE OF
AN APPROVAL.
RIP RAP OUTLET PROTECTION
MEDIAN
MIN. APRON
WIDTH AT
WIDTH AT
MIN. APRON
STONE MAX
STONE SIZE
PIPE
DIA.
PIPE DIA.
d50
LENGTH
OUTLET
OUTLET
THICKNESS
dMAX
(INCHES)
(FEET)
(FEET)
(FEET)
(INCHES)
(INCHES)
TEMP.
DIVERSION
3
14
OPEN
9
6
4
(TYP)
CHANNEL
GROUND STABILIZATION
Site Area Description
Stabilization Time Frame
Stabilization Time Frame
Exceptions
Perimeter dikes, swales, ditches
7 days
None
and slopes
High Quality Water (HQW) Zones
7 days
None
If slopes are 10' or less in length
Slopes steeper than 3:1
7 days
and are not steeper than 2:1, 14
days are allowed.
Slopes 3:1 or flatter
14 days
7-days for slopes greater than 50
feet in length.
All other areas with slopes flatter
14 days
None (except for perimeters and
than 4:1.
HQW Zones)
NOTE
1. EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED
ON WEATHER OR OTHER SITE -SPECIFIC CONDITIONS THAT MAKE COMPLIANCE
IMPRACTICABLE." (SECTION II.B (2)(B)).
2. PERMANENT GROUNDCOVER IS REQUIRED FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
3. ALL TEMPORARY GROUND COVER SHOULD BE INSTALLED WITHIN 7 OR 14 DAYS
PER NPDES STORMWATER REQUIREMENTS.
- IJS HWY 401/FAYETTEVILLE ROAD
J ;4 rd
_ ____ _-- (180' PUBLIC R.O.W) _________----���
C/C"",- = t� C- F 3 - J.+ -- = rC,- -- f 0; C, - F0, C = ( 'G C - C: :. z O1G - G;'C --=OIC ; O(C -zOiC --FO1G O fCl
G f G G-----�---- G i, ----- G v D 0 G C G 0 0
\l s
,
0HP ONP OH0r=I ,a_l O - - E t: OHF OHP OHP OHP OHP OHP OHP P OHP
o
SF SF IF SF SF SF SF SF SF SF SF S
5
LIMITS OF
I \ I DISTURBANCE )
SILT FENCE
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9 }
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1
TEMP. DIVERSIONZ/j
TEMP. i)iVERSION DITCH. #2 p
DITCH. #1 l ALL TEMP. ) /
ALL TEM'. DIVERSIONS SHALL 1
;t HAVE STRAW
` DIVERSICNS SHALL HAVE STRAW NET
SILT FENCE -'� i /
J TRAW NET LINERS.
T S \ - ' I
(TYP) 0: I LINERS.
7 DAYf 7 DAY
f/( GROUNDCOVER GROUNDCOVER J SILT FENCE
REQUIRES (TYP.) REQUIRED (TYP.) -- - (TYP)
:
-•i j 1 � � \ � I ' /1 I � i �
il7 � t I .t � I � �• r 4
f ? ( 1t PROPOSED 22,400 S.F. ` '(
I 1 j 4 COMMERCIAL BUILDING - 1
FF. ELEV. 257 \ 1 # I
00
INLET PROTECTION
t
l
CONSTRUCTION SEQUENCE
OH �":
1.
ANTICIPATED START DATE IS NOVEMBER, 2015.
2.
OBTAIN LAND DISTURBANCE PERMIT AND ALL OTHER APPLICABLE
'
PERMITS.
3.
FLAG THE LIMITS OF CONSTRUCTION.
4.
HOLD PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK PRIOR
TO STARTING CONSTRUCTION.
INSTALL GRAVEL CONSTRUCTION ENTRANCE.
T ,
6.
INSTALL SILT FENCE & ASSOCIATED MEASURES ALONG PROPERTY
(,
LINES PER PLANS TO ESTABLISH PERIMETER PROTECTION.
7.
AFTER PERIMETER PROTECTION MEASURES HAVE BEEN ESTABLISHED.
BEGIN INSTALL THE SKIMMER BASIN AND ASSOCIATED MEASURES.
GRADE ONLY AS NECESSARY FOR INSTALLATION OF THESE DEVICES.
'
8.
ONCE BASIN IS INSTALLED CORRECTLY, INSTALL TEMPORARY
DIVERSION DITCHES/BERMS AND ROAD CROSSING PIPING WITH RIP
RAP PROTECT AS SHOWN.
9.
CLEAR AND GRADE SITE AS NEEDED FOR ROUGH GRADING
T'
OPERATIONS. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY
TO PREVENT OFF SITE SEDIMENTATION. ALL EROSION CONTROL
DEVICES SHOULD BE INSPECTED AFTER EVERY RAINFALL EVENT TO
'
ASSURE THEY ARE OPERATING PROPERLY.
10.
ROUGH GRADE ENTIRE SITE WITH APPROVED STRUCTURAL FILL
MATERIAL. ALL STRUCTURAL FILL SHALL BE PLACED IN MAX. 8-IN LIFTS
AND COMPACTED TO 98% OF SOILS STANDARD PROCTOR MAX. DRY
DENSITY.
03
11.
COMPLETE UTILITY INSTALLATIONS INCLUDING WATER, SEWER, AND
STORM DRAINAGE UTILITIES.
12.
COMPLETE FINAL GRADING, PAVING AND STABILIZATION OF ALL
DISTURBED AREAS. INSURE SOIL STABILIZATION MEASURES AND
'
SEEDING SCHEDULE ARE FOLLOWED AS PER THE PLANS.
13.
AFTER SITE IS STABILIZED REMOVE TEMPORARY MEASURES AND/OR
COMPLETE PERMANENT SEEDING OF REMAINING DISTURBED AREAS.
'
RE -SEED AND FERTILIZE AS NECESSARY TO ENSURE ADEQUATE
COVERAGE OF PERMANENT GROUNDCOVERiN ALL DISTURBED AREAS.
14.
WHEN SITE IS STABILIZED AND PERMANENT GROUND COVER IS
APPROPRIATELY ESTABLISHED, CONTACT NCDENR - LAND QUALITY
r l o ' L 4 \ � - - - - - ,� f 1 ; � � SECTION FOR FINAL EROSION CONTROL INSPECTION.
( \ f I © r
� '• - '\ � i - / '�. _�_ � --- 1 �. �. � \E +' f .�,• � GRADING NOTES
Mjj
- SF SF SF - ! r 1 1. ALL SPOT AND CONTOUR ELEVATIONS ARE TO FINISH GRADE.
NEW=a - j
t 2. CONTRACTOR TO TIE BACK INTO EXISTING ELEVATIONS AT ROADS AND
1+00 2+00 : � 0 3+00 6C 3+00 4w0 50 19i a+oo' swo swo e oo r w0 UNDISTURBED AREAS AS CLOSELY AS POSSIBLE.
3. PIPING AND AREA ALONG STONEGATE DRIVE CHANNEL TO BE FIELD °
3 _ /_ TD TD TD �� f- GRADED TO FACILITATE RUN OFF TO THE DETENTION POND.
O1
TO - ,rD TD / - js S �S 4. ANY AREA NOT SPECIFICALLY GRADED MUST FACILITATE RUNOFF TO
I THE DETENTION POND. F SF F SF SF SF SF SF SF f o
SF SF .aSF SF sE, SF SF 0 p,
7 0% r
`
GRAVEL
r
)
_
~
RIP RAP OUTLET
CONSTRUCTION
r
PROTECTION #2
ENTRANCE
+ ' w 1
`: "_
RIP RAP OUTLET
r 1
{ . ' .. :.. ':.'.:.. ..
•.
.::; ...:'.:..'.,.
PROTECTION #1 - y
BASIN REQUIRES 7 TEMP. GRAVEL
l TEMP. GRAVEL
DAY STABILIZATION DIVERSION
f
DIVERSION
\
PROP. 90' x 200'\
3,
(SKIMMER
BASIN
f
/�
s
LEGEND
\ „ _'- _ - /f f ■ 111111111 11111110 = 11111110 11111110 111111111 11111110 0 LIMITS OF DISTURBANCE
T SF �F ~' .,, �V`` •� f `/ - SF SF SF- SILT FENCE
SOIL STOCKPILE , ,( ° a ~ t 1 TEMPORARY DIVERSION DITCH
TD a TD �-
AREA
J
PROP.
_
PROP. SKIMMER AND
SKIMMER
_
OUTLET STRUCTURE
BAFFLES _ -
/ , L
f l {
DEWATERING FILTER
PROP. 64 LF 8" HDPE
PVC @ 0.25%
BAG
y
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\
f
j .�.•
_
!
-
"
RROP.EMERGANCY
SILL WAY
RIP RAP ARMOURED
SIDE SLOPES FOR
DEWATERING GRAPHIC SCALE
40 0 20 40 80
1 INCH = 40 FEET
® - _ :254j
254
2L8.69
Know what's below.
Call before you dig.
(REQUIRE 7 DAY STABILIZATION)
INLET PROTECTION
AREA THAT REQUIRE 7 DAY
STABILIZATION
EXISTING CONTOUR
PROPOSED CONTOUR
SPOT ELEVATION
�fING E.�v-
P.O. Box 3119
Pembroke, NC 28372
Telephone:[phone]
17 x: [phone]
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DATE: 10-09-15
DRAWN BY: DBC
CHECKED BY: JEL
SHEET TITLE
-- EROSION
_._-.... _ ,.. CONTROL
PLAN
FINAL SHEET NUMBER
RELEASED FOR CONSTRUCTION C 6.0
PROJECT# 15-02222