SW6140503_APPROVED PLANS_20140530

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

LEGEND
EXISTING
DENOTES REBAR OR BREAK IN LINE O
CONCRETE MONUMENT ❑
WATER METER
GATE VALVE
WATER LINE
FIRE HYDRANT
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
CATCH BASIN
DROP INLET
STORM DRAIN MANHOLE
SITE NOTES
1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS
OF RECORD.
TAX PINS:
2. UNLESS NOTED OTHERWISE, THERE WERE NO U.S.G.S., N.C.G.S. OR OTHER
GOVERNMENTALLY RECOGNIZED HORIZONTAL CONTROL MONUMENTATION FOUND WITHIN
2,000 FEET OF THIS SUBJECT PROPERTY.
UTILITY NOTES
x
—FX. W—
IX
O
NOTE — ALL PROPERTY CORNERS
UNLESS OTHERWISE NOTED.
1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE
ALL CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA
GUIDELINES.
2. UTILITY LOCATIONS:
A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL NC ONE CALL (PHONE 811) 48 HOURS
PRIOR TO EXCAVATION.
B. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH
THEM TO REMOVE CONFLICTS.
C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND
COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR
UTILITIES. IF CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE.
3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH THE CITY OF
FAYETTEVILLE AND/OR PUBLIC WORKS COMMISSION.
4. ALL WATER AND SEWER MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE WITH
PWC TECHNICAL SPECIFICATIONS.
5. ALL DUCTILE IRON PIPE, INSANITARY SEWER SERVICE, SHALL HAVE GRIFFIN PIPE 'SEWPER" COAT OR
PROTECT0401 LINING.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING
INSTALLATION OF NEW WORK.\
ABBREVIATIONS HP = HIGH POINT
ADA = AMERICAN WITH DISABILITIES ACT
CB = CATCH BASIN
CL = CENTER LINE
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY MANAGEMENT
AGENCY
FES = FLARED END SECTION
FFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
GB = GRADE BREAK
INV = INVERT ELEVATION
JB = JUNCTION BOX
LF = LINEAR FEET
LP = LOW POINT
MH = MANHOLE
OSHA = OCCUPATIONAL SAFETY & HEALTH
ADMINISTRATION
PROP = PROPOSED
PVC = POLYVINYL CHLORIDE
RCP = REINFORCED CONCRETE PIPE
RIW = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
TBR = TO BE REMOVED
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPI IRARI F I ANTI nFVF1 (IPMFNT r)R nTHFR
INDEX
COVER SHEET
C00
SITE PLAN
C01
UTILITY LAYOUT
CO2 & CO2A
GRADING & DRAINAGE PLAN
CO3 & CO3A
EROSION CONTROL AND SEDIMENTATION
C04 & C(J4A
PROFILE SHEET
C05
PROFILE SHEET
C06
PROFILE SHEET
C07
PROFILE SHEET
C08
PROFILE SHEET
C09
PROFILE SHEET
C10
PROFILE SHEET
C11
PROFILE SHEET
C12
PROFILE SHEET
C13
PROFILE SHEET
C74
PROFILE STORM
C15
STORMWATER MANAGEMENT DETAILS — BMP-1
C16JJ
STORMWATER MANAGEMENT DETAILS — BMP-2
C17
STORMWATER MANAGEMENT DETAILS — BMP-3
C18
DETAIL SHEET —GENERAL CONSTRUCTION
C19
DETAIL SHEET —SEWER
C20
DETAIL SHEET —WATER
C21
DETAIL SHEET —EROSION CONTROL
C22
LANE WIDENING AND STRIPING PLAN
C23
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Owner:
CBMMPROPERTIES LLC
CONTACT.-
238 N. MCPHERSON CHURCH RD
FAYETTETIMLE, NC28303
PHONE:[phone]
FAX..[phone]
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id #: 0405-52-1954
0405-51-2958
township: Rockfish
county: Crr bala,rd
state: NC
COVER SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
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GRAPHIC SCALE
70 0 100 200 4D0 SC
( IN FEET )
1 inch = 200 it.
LEGEND
EXISTING PROPOS �Ifl`
DENOTES REBAR OR BREAK IN LINE
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Owner:
CBMM PROPERTIES LLC
CONTACT
238 N. McPHERSON CHURCHRD
FAYETrEWLLE, NC 28303
PHONE:[phone]
FAX •910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id 0405-52-1954
0405-51-2958
township: RockBsb
county: Cumberland
state: NC
I
SITE PLAN
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C01

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Owner:
CBMM PROPERTIES LLC
CONTACT.-
238 N. McPHERSON CHURCHRD
FAYETTEVILLE, NC 28303
PHONE:[phone]
FAX.-910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax Id #: 0405-52-1954
0405-51-2958
township: Rockfish
county: Cumberland
state: NC
STORM
LAYOUT
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
CO3

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Owner:
CBMM PROPERTIES LLC
CONTACT.
238 N McPHERSON CHURCHRD
FAYETTEWLLE, NC M03
PHONE:[phone]
FAX.•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax Id #: 0405-512958
township: Rockfish
county: Cumberland
state: NC
STORM
LAYOUT
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
CO3 a

100 O 7 104 108 $
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H ROAD it i o i DIST�JRBANCE 8 �51 L T OF 42 �q, 80 LIMIT OF
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— — — — — I �¢ _ _ \ TEMP. HARDWARE CLOTH AND GRAVEL
aQ. 0 49 - -�
/INLET PROTECTION -EACH CATCH BASIN
chi I 52 ` 41 / ` EPILACE WAL TIH GUTTERBU DYNG GRADING T(OIRIEQUAL) O 222 Q M A
�K ION 4 I I I \ Oo NLET PROTECTION PRODUCT AFTER 221 S
VICINITY MAP E2 �I PAVING IS COMPLETE. THESE PRODUCTS — ` 223 — --/ i
I I BIRCHCREE�y SECTION 4 ` 6 _� I mubi REMAIN IN PLACE UNTIL 227 22 2 2 0
PHASE2 QU CONTRIBUTING DRAINAGE AREAS ARE 2
NOT TO SCALE so 4. �' O STABILIZED. -
--
I \ O 1
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GROUND STABILIZATION A * 8 --� pR I OBS CREEK CIRCLE
-o €> e S5 ®— 40
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HQW)
7 days
None
zone
Slopes steeper
If slopes are 10' or less in
than 3:1
7 days
length and are not steeper
than 2:1, 14 days are
allowed.
Slopes 3:1 or
7 days for slopes greater
flatter
14 days
than 50 feet in length
All other areas
NONE ( except for
with slopes flatter
14 days
perimeters and HQW
than 4:1
Zones
OP
OUT n .zs I BI CHCREEK SECTION 57
ON 4 I PHASE2 wV 175.a O 239 237
h __ — 0
� 39 ,0 AD 240 238
rn — 1a 125 IT OF O � 8 �%� 241 1
w �^ 3 1 � � 1 23
Plyq 6 � 127 Z� 58 o B l�U38 \ 11 1 88
ON PROP i 217 1
FENCE ' i 76 267
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31
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* Extensions of time may be approved by the permitting authority based on _ _T FEN / 1,, - 1 zs8 263 e
Weather or other site -specific conditions that make compliance impracticable.' BMP 3 LIMITS', Off- � � 7-33
(Section ILB (2)(b)) A A l DI'ST';Uf B N E. 133
24 so 1 1 1 2s3
�i 15 1 1 282 1 O
— 1 O O
/ � � TEMP. HARD ARE CL TH AND GRAVEL U1 � Z 269 's REC
i / I TwREA E(� IRE INLET PROTECTION - EACH CATCH BASIN
siuzn Q 32 1 9 0
oA4^,1 fi5 21
TYPICAL DURING GRADING ACTIVITIES. �� 1 = O
s •AREPLACE WITH GUTTERBUDDY ORE UAL it D- 246 i N
1 I INLET PROTECTION PRODUCT AFTER 134 281
1_ 1 I I AVING IS COMPLETE. THESE PRODUCTS 135 S 1 I 1 �1 1 270 1
MUST REMAIN IN PLACE UNTIL I v,
J CONTRIBUTING DRAINAGE AREAS ARE 31 T N
/ STABILIZED. O 12 1 �309
PR P S 66I r$ 247 Q 1 1 1 280IL F O
1 16 SE "S 1MM �� I / 7 EVEI . 1 17 �66 1 1 271
1 SKI ME IN BMP- FOR CE ADI
1 IOR ICE IAM ERI- ) 38 ' 30 \ x $
Ql = 62.16 CFS=0.50(6.04)12.53 `r /
1 R I D SURFACE AREA - 2 010 cf 3.2" ORFI E P V E / r� < /67 2J 311 s 48
1 RE RE )RAGE VOLUM 37,800 cf 3 D Y D AW 1 �' SDTEORPTR CG= EE1A4V.0O' A(3:P1 RSOIDVEIS�ID-ED29=87726 Sf pf \ 1 72
310
L1 1 EM RGEY -ILL A 141
pppppp�QQj I O
1 a . Width = 10' min. ` R LE GT 139
210 1 1 9 73
278 Y
1 SEED IL SHEET C18 & C71 POND a s I I
1 FEE OT REQUIRED DU SIZIREB FO^h ',?/ 1` I i I •� I I 143 ,1160 1 $
-� POND I 19
VOLU ROM SKIMMER TO TOP OF RI
1 1 "NO LL BERMS AND EM8 SHOUL E C PA TED
T 95 COMPACTI ANDARD PROCTO ASTM 698 ST. I I 28 r Ty I �� \
1 1 LL BE S AN BANKMENTS SHALL OVER WIT I I !9� _ $ 1 �, 0 1 2 1
1 1 MINIM 4" PSOIL AND SEE D MULC AS I I I I �i I 69� I 1 1
20
74 s
1 LIE
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A \ 2
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251 27s 1
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14� $ 2 -172 1 1 2 3
LEGEND 53 25 zos 20 „� $
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LOD LIMITS OF DISTURBANCE _--� I ti 51 ------- _- -- 206 7�
1
■ SILT FENCE 171
S R N - -- ,.� , 7
TDy— +� TEMPORARY DIVERSION 1 — �
1 A _ C� 73 69
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TYPICAL CONSTRUCTION ENTRANCE cfR —�— 1 --- A/�� 165
166
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\\ \ \ \ \ THIS -DRAWING -IS NOT A CERTIFI VEY AND
NO RELIANCE MAY BE PLACDINITSACCURACY.
1IS DRAWING HAS NOT EN REVIEWED BY ANY
( ]N FEET) \ GO NIL NCY FOR COMPLIANCE WITH
1 inch = 100 ft. — _ v� `� 50 ANY APPLICABLE LAND DEVELOPMENT OR OTHER—now W 8 S �W.
GULATIONS. EXISTING INFORMATION ASED Ig.
POND AREA `CUMBERLAND COUNTY .LS. DATA. -- _ �1
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Owner:
CBMMPROPERTIESLLC
CONTACT:
238 N. MCPHERSON CHURCHRD '..
FAYEYTEVILLE, NC28303
PHONE:[phone]
FAX..[phone]
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
040542-0744
tax Id 0405-51-2958
township: Rockfish
county: Cumberland
state: NC
EROSION CONTROL
AND
SEDIMENTATION
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C04

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'INLET PROTECTION PRODUCT AFTER 221 S emuu „
VICINITY MAP tK E2 TION 4 I i IsE2 PAVING IS COMPLETE. THESE PRODUCTS 223 0]
I I I BIRCHCREEI� SECTION 4 ` 6 Q' 'MUST REMAIN INPLACE UNTIL
PH 227 22 2 2 0 2 1
AA Q� CONTRIBUTING DRAINAGE AREAS ARE 2
NOT TO SCALE I 50 q�, O STABILIZED.
184 55 w n220 224
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* - - A>'R 1 OBS CREEK CIRCLE
GROUND STABILIZATION L>-D7-EX e SS ®— _ ao
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
Perimeter dikes,
swales, ditches
7 days
None
and slopes
High Quality
Water (HQW)
7 days
None
zone
Slopes steeper
If slopes are 10' or less in
than 3:1
7 days
length and are not steeper
than 2:1, 14 days are
allowed.
Slopes 3:1 or
7 days for slopes greater
flatter
14 days
than 50 feet in length
All other areas
NONE ( except for
with slopes flatter
14 days
perimeters and HQW
than 4:1
Zones
TOFx1a oz JI\\RANSC B ROA
OUT 11 .za I BI CHCREEK SECTION 4 EOP lets \� 57 - / �/`� �v \ 2139 ryy, \ /i 50
" R
ON 4 I PHASE2 iNv ns.a �Y 39 237
--- � : 10 � � s
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CONTACT.
238 N MCPHERSON CHURCHRD
FAYETTEVILLE, NCM03
PHONE:[phone]
FAX.-910-864-0938 -
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
I
0405-42-0744
tax Id #: 0405-52-1954 ,
0405-51-2958
township: Rockfish
county: Cmhffland
State: NC
EROSION CONTROL.
AND
SEDIMENTATION
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
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Owner:
CBMM PROPERTIES LLC
CONTACT:
238 N. McPHERSON CHURCHRD
FAMTEVILLE, NC28303
PHONE: [phone]
FAX.•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id 0405-52-1954 1
0405-51-2958 n
township: RockSsb '
county: Cumberland
state: NC
WHITEHAVEN
DRIVE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C05

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FAYETTEVILLE, NC28303
PHONE:[phone]
FAX.,910-864-0938
Project:
THE ESTATES
OF
GEORGETOWNI
PHASE 1
0405-42-0744
tax Id #: 0405-51-2958
township: Rockfish
COUnty: Cumberland
state: xc
WHITEHAVEN
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CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
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238 N. McPHERSON CHURCHRD
FA TTEMLE, NC28303
PHONE:[phone]
FAX.•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
Id 0405
8tax05-5412-0954
040-2
township: Rockfish
county: Cumberland
state: NC
WHITEHAVEN
DRIVE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
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PVI ELEV = 142.45
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Owner:
CBMMPROPERTIES LLC
CONTACT.-
238 N. McPHERSON CHURCHRD
FAYETTEVILLE, NCM03
PHONE:[phone]
FAX•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE I
0405-42-0744
tax id #: °0405-51-2959
township: Rockfish
county: Cumberland
state: NC
VOLTA DRIVE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
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THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Know what's below.
Call before you dig.
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0
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Owner:
CBMMPROPERTIES LLC
CONTACT.•
238N. MCPHERSONCHVRCHRD
FAYETFEVILLE, NC28303
PHONE.[phone]
FAX•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id #: 0405-52-1954
0405-51-2958
township: Rockfish
county: Cumberland

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Owner:
CBMM PROPERTIES LLC
CONTACT.
238 N. MCPHERSON CHURCHRD
FAYETIEWLLE, NC 28303
PHONE:[phone]
FAX-910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
y 0405-42-0744
tax id A: 0405-52-1954
5-51-2958
township: Rockfish
county: Cumberland
state: NC
JACOBS CREEK
CIRLCLE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C10

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Owner:
CBMM PROPERTIES LLC
CONTACT.•
238 N. McPHERSON CHURCHRD
FAYMTEVILLE, NC28303
PHONE.[phone]
FAX.•910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id
51 2958
004405
township: Rockfish
county: Cumberland
state: NC
JACOBS CREEK
CIRCLE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C11

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GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
PRELIMINARY
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Cali before you dig.
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THIS DRAWING IS
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RECORDING PURPOSES
OR IMPLEMENTATION.
Owner:
CBMMPROPERTIES LLC
238 N. MCPHERSON CHURCHRD
FAYE7TEVILLE, NC28303
PHONE:[phone]
FAX.•910-864-0938
Project:
THE ESTATES
OF
JEORGETOWN
PHASE 1
040542-0744
tax id 0405-52-1954
0405-51-2958
township: Rockfish
county: Cumberland
state: NC
STODDERT LANE
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C12

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THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Know what's below.
Call before you dig.
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THIS DRAWING IS
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RECORDING PURPOSES
OR IMPLEMENTATION.
Owner:
CBMM PROPERTIES LLC
CONTACT.•
238 N. McPHERSON CHURCHRD
FAMTEMLE, NCM03
PHONE:[phone]
FAX-910-864-0938
Project:
THE ESTATES
OF
JEORGETOWN 11
PHASE 1
0405-42-0744
tax id #: 0405-52-1954
04 5-51-2958
township: Rockfish
county: Cm bn land
state: NC
VOLTA DRIVE/
EVERMAY COURT
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.:
P12-096
date:
12/02/ 13
drawn
by: PDM
survey
by: JTR
checked by: JAN
sheet
no.:
C13
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Owner:
CBMM PROPERTIES LLC
CONTACT
238 N McPHERSON CHURCHRD
FAYETPEWLLE, NC 28303
PHONE:[phone]
FAX [phone]
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax Id 0405-52-1954
0405-51-2958
township: Rockfish
county: Cumberland
State: NC
MICHLER LANE/
McCANDLESS
COURT
PAVING PROFILE
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C14

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THIS DRAWING IS
PRELIMINARY, AND
NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
Owner:
CBMMPROPERT[ES LLC
CONTACT.•
238 N. McPHERSON CHORCHRD
FAYETFEMLE, NC28303
PHONE.[phone]
FAX..,910-864-0938
Project:
THE ESTATES
OF
MORGETOWN
PHASE 1
tax id
040542-0744
0405-52-1954
0405-51-2958
township:
Rockfish
county:
awbulamd
state:
NC
DRAINAGE
PROFILES
CONSTRUCTION
DOCUMENTS
job no.:
P12-096
date:
12/02/ 13
drawn
by: PDM
survey
by: JTR
checked by: JAN
sheet no.:
C15

9.0
9.0
�
24°
�
T<7
GRASS
GEOTECH
LINED
FABRIC
SWALE
TYPICAL DRAINAGE SWALE SECTION
ca e-
NOTE
1. GRASS SWALE V-DITCHES SHALL BE LINED WITH GRASS SOD WITHIN 7 DAYS AND
RESEEDED AS NECESSARY TO MAINTAIN A DENSE VEGETATIVE COVER.
2. ALL DITCHES SHALL BE LINED WITH A GEO-TECH FABRIC.
Drainvge•-losell Mcence drnim in bcetinra wi,h high .He labk, To
u mppoblcros OWwwlainhibnemeblishrrl avegeutlwln Nechann6.
Store,w ll bodwm finingrNybeebbselvBmepMbaemlawflawuao-
Iklp Kd
ad,meno volume Newrkuof fi dries; th facertpnHs(PocilYmrd41, Oiry
ond,XUXeIMem fmmermbn b/limigng IIIGeall vGwiry Ipracum E41.Otu-
(u51adG3adpn SaucrureJ.
gedlmeoWlop prmeefloe-P[aKC1 µimercni muss onal fach sediment
pmdreed in The wmmslKd, aapcciRy during to mn c� reddi This Les
ho swmPti3hW by dm dlsdve um M diversions, sediment Isp; pmwwYN
.tide inlem,aM vegeudvefrker strips Chong lk cimrnd,
Construction f, Rembveen rtem.brv6n, slnmps.vM arM<eblecliolwLle mweaial rrom taco
Specifications mendmion."dispmeoflNaprly.
2, kxcaveK me<hmmla,tl9apehpnrallincsuMdimmsionbiM«non the
plans plus a D.2-R ewer vwltl Me bhanrel primers M allow fw Milking
Olnngamdbed pmlXmtiow and mdbuildup.
3. Remove and pmpmly tlispose of m exs®coil w Omt sated aseKr may
wteydmm.1fmcly.
4. 'IlmepmacMmuc usN m lahliah gmse in me cnwrcl will depend upm Ilse
Sev¢riry a an, defideas and.k - of of eeies lineal She Channel wiN
mina w R mmpwmy Imw sufficml so entanglesmdcil.d velsines dining
de edeblishmcm ppad (Appandle 805).
Maintenance D.Ragi Me smNidrmcat pedad; a gams-Indmi bhvinas anal every, rose.
RILL A gaff is cPaWifti paiodieallY once Ore chwdel; ask it Star
every hmvy taro WI event.] me my make repair,. It M PwcuWly impary
=I to chock the cheerer dams and all Iwo emssings for bank smbi4tY Rod
IMENRn birth, In Rmm Wl¢E. Remove all aignifrcem xdimmlmY..a
lions To Iwittmin the designed reel opazily. Keep UX gars m e h of hy,
vigorouscondition mealtimes, ffirmaitiN Mdryin eryradian praraAw fix the
bibelot (@Cda 6.11. Permanent Ssdmi
BMP-1 DRY POND
INSEr-
ef, 5' Crml
wand
XMdwmbb
nxaswMde A,00
dkd'Irercn. backflletl
//
'If XMea[. olwgaesf
mticammcMd
�
%<
Irosous
uPnfs rrt«eras 6.6n
CLEAN ONXMBI
masuGmd[e
COXSIWOIdtA�XGl10X
aEpMBkIREACXU
'
McMEL
R -
75.
2{Il Meas `dg Ci¢r
1. Gmae Ind lamina Met This bmram'n ravel hpnla hockaddnde sera retain.
Emegericyspe
2. 111 Posts awe nrewltlm amR sndlmmircw-Rmeiancemalmnm r¢nca aatannn¢eaea.
TRENCHING
UEiAIt aside bonds,
open Eorn
3. slampo,0,nawe be Ynenmompm of zs rem spaced a mmmumot4ftoPmoralr:dal W
IsxolsunaceArea
me sitlesalllre baFnmweu.lM taP of 'no latyb RoAtl be 6 inches higher than me MmM or the sPlWay.
IaIn MBas,aan8cm31
Tam sir Is snwlem2 man, lower Man 11 too I me..Wnkmenh.
aPrt mkM ranee max sir homes between mn tat aaa onest discharge pdm. 9oauled nwa 20 lest
AZUrER OL IPIv
"an 2kMflm'.
SEE of FOR LOCAfyi
WMn son, posh, ado a-PMr aim ar rage aa® Me by of the meosunb preronf so�rg.
6. Wrap mare over the too will ire mend should I Ma to ten dream ep ton More wsare.5ea
a., fa M dealer, erne fvMc la a rope om n:.wf shutlnre w in np fins. wind a slap Ed
1. The LHhom and sues or me rearm Ywla be oneoea In a month a poem well Ciro emom anal
1' Free�m
EwsweBn nmw
Not
maniognames.
AA nmmomenhsmuthe constructed No
9. Do rwxpl,a me mhos Mil use o mrMnnauspiece aaos the basin.
PSx aomyform, abroad Kasper ASTM
5'Tln Emg414}'
e1
Mg
Do% Test M 5mmnmenh Mail be
"Newma
permoould
n;m"minmum to .road
no mulched as speclnee.
lrupshi bander at least once a week aN any Room hall Mnke any Ivdured repairs
2y
immeepleN.
Be over to mmiman occes a the mmez. Samoa Tm bGic or o mpg cbllopse, led', decompose
\Z;-NOTEi
abecwnavm rally
.repbca irsr7 tyONSTRUCTION
• Rcrrove mdimenf deeded wren it m "1NI ho pavan meloohe slgaga voum Mr the
ad,d
lax! son add to reeuce padre an Me merle. ran come to ovola damaging the mmm etmmg
cleom9aar.5BCFTAn1 mPrh shggd re9 eaceod open me des dableurge dear,
Arc me mnmbufirg Mahan' area has been) stobnaed. mnave al more momTah and
SKIMMER BASIN
uelmed mdimenraepoals. btng R'e'aea ropoaaam sMbl it.
CROSS SECTION
SKIMMER SEDIMENT BASIN (Penance 61
CIX15fAULTON SPFCIFICA1gH
I_ Clem.pmb. and ON IFR Fred uMN tie amba,-Flolall veoepope, ana of mahf ornove all sudoca sdi mnlainingngn Orep-110 Wgank
mWteramfIreskpikbdshospe Olitpr000+Y. Yo-aA meclanobb moleibllo me dHigrgim daposol aaa. Placefeivromy IDaishoodmlm:
aebw enures neeaea.
3. Enras
re Mal I Ilse of tar the emmakment'IS area al not woody vegetation, bo om. on.pem antl other obledbnoblR natedaL Raceme Thin
Ilm not to exceRy 6 irchms to allow Iwmdiment
3. Shape Me bran To mespeciAea ciromum.Pre.erl Me sdmming I -a from nam ing lor. m¢polls by eacavainsa sholW at untler inn skinm9
orgavamg a aw support untler In. nurmarof sun. of Umber.
4. Place the barrel Thpleoly 44nm Snedme. Pool >-el iNi 1. foundation of impervgns 1. Do not use 11- ma lvan as sold,
grovel, or.-. more as Lot O%md me in be Plane Me M material around the pipe spend,, In 4Tm iwem and compow E under oho
Ound the pipe To at!easl the same densXy OSire adpcenl emmnkmenr COR moil he token not to raise ire pipe ham hop Nm CMtOCt Mln ih
Ishi on when norl' ing bids me ape up-res.
Pore o minimum depth of 2 teal OI someone. prei over the fare Minter, abode Wising If wMM1CmBTucllpn on.dment. In he Cave di
The pipe candun de Im ai by cutting a March bougn me dam arms me emmnl lent is comgela
5 1, he cchlem Winand followonly me no,
of In. o nsrtUCh 11 eras desgneb.
6. oy,ne adembiea he n The ao m n - lM1 dam lr. M sure
onsish eh of M bone mmo yNaold an Pa Ae bop t Ind band
Thee and poiX rn l arm pose savpon Be,nre lc anacn aropmro MR SNmma OMdrvcndln mend Wm med.
m n ureic pnnme Sinumenlaw fir in l' M
I Flemish and entrance
- A ew charm l dMarep a to R0 ,newer eahmt dastiole e s aaevmem of ebnrea dbe Load
grptla, design
at dot Mean channel slap 'R t into INarbug ftheryNNy.ew pansyn Itl be c rein oneuthe
surnporncluor bleg Thole Iodic. Ref a< 1 vM d g agnT mm� he need dwbN ornolftR lop of me
and Id once g' 1 h Ire d lve less, ed 11, B' ch q pre, Rre 1 yK mt m Idly ugr, Cameo dawn the gape
and evl onto be gro 'he wiaM 0 me t must be cres piece, notjoined pl do opmewas worst ccom get now file MMc I the
Mono of mo 1 lark Nnc' h Podiatrist
di t gm 1 m rig ro mo g m qm Lm of m Fred. Me upper
sennnslswa .mapmelower rman sl so r-walmr nrrtonww was the ma6csevere me sipper Mage ana saes ol+m ladic'rvartorinn
rslesap
R. Inoae-D�Ch lye fe M Ire m " .tap Y .Use tempd'ary dace tlM m or dvemms who wIM poTeclipn la tllved
d
Y. E Cannot
ha Construct
t ict naarTrustee
tint re UTMab hin el'rrah Ohse- surface worn army d a ., arms, dab of Ire
m kn 1 mla'e m cleared Slab4ee m meq q plMvy mmnbnenr and aB MM1er tlaN2ed areas amve fM1m creA G Mre
a' G houisay' a 1 N n h Y
0 porous mnb p Led Pm a 6p Bo
1, An A rem hes sea h pM T9 a Dee- aelm ran1Y sfabi d� remove He smrrne a!M an dam choose,sedmem soldm Ida areo to
blend-11 m d'dng .,am and mmd,e wpce-..
MAINEMANCE
idsol stimmd mermen burns Of least weekly and _'ter Coat fgnil Oni inch or n'eoierl ra'Mail event and sera r Imm¢dafdy. Renown,
sedmenT and mAae Ire basin to its or inol mYnawiS.1 rcaiment oonnotbes to me-li the nemM of 1. fie lame. won Me Yimmd To OM
sae so toot Ind solvent nnae mane tt can be b aoradh Fi{Ovpte ma seennant ham Brie hone barn. MI11 arWra Ile. -a, or The Not Mill
mate sae Mon arch growing In me bottom of this ream does not hod down the edmme,.
Lades, the mmm R they arm command 1.f ecrw Mir a l,l- In, s Town, enaemesn or Found mmm,
r me sammmris Hogged aim brain ana more a wttter -happen
usaolHFddr9 me rope wX mote ma simmer dal dr ana darn and aishlge+ne
debts and region new. If the does not wick I the'immer over to Ire nee of the basin and removm me dean Am check the again inside he
skinner la sear i, it is logged. itsa 2mave Me popme
T Me simmer are on posses pion Is Irso .me apple :Onfor removed and the ommnion caused wm a bombers make or by rating with wale.
Be sure oho replare the probe belme dMithotnre t^==tlmmm.
clock the mart,lined sperms, Id damage and mote d'Y rxlutmd.,.awill mi that forces the M watn al Mulsgllway, Clock the mmIddpM c
splwan. ana oiler far Mrosbe dorm ana tmcecl -embankment for moan, me sentimentmake on neCedary repots lmmmaaMy Remve an
has, and
of. a.. mom Ida commm ma pool dram,
Freazmg weather can 0.11In'Iso forlorn, -r Ina mar come ,Canal gecwnons amble of In thom o to attend' 1. sdmme, mom plmgnng
win toe.
Temporary Skimmer Basin w/ Baffles
Reference' NC Erosion Old Sedimentation Control Planning and Design Nesmi - Practice 6.64; Practice 6.65
I Inlet Doorl
3s SCH 40 solid poi
barrel or "any" supplied
by contractor
NOTE ME DESIGN LIFE OF THE FABRIC R 6'l2 MOINS, MT MAT NEED 10 BE REPLACED MORE OFTEN IF
DMAMGEDORCLOGGED.
a6ENKY AND INSIAIIATON
I . due M Me 4' INm ealerucn 10 Me I¢e on th i me 1. INiU ere vent
3. Give IM1e B' lerg Tsch W baelle M¢3'wbbing dolls'em.
3. Put the amen drat .1 the baml into Me socket on the irm'etlntiin ono Flyer the,rewx.
e, Del 1. mice mMe ably, Put the ably M The Mier, and hipper Ilre wow, ado Me bow.
5. Cum a panes In the mnom of Me man 1- to 2 bees -Mr erne me,tlmeTBr we m normal II ressi pats a
mPPpanme- 6. Mep Ing mullet
Anach Me d"cwoling ca Met Ireor HIS OpIand M Mince_
S. Ail a f merope .o Mre Mee on
ape otter antlro mstateon Me side.1IM1e man.
S. Pill o fence rml. l Fiat 2. on the oPPostle sae of Ma Wsl man where me mpeu fir too Bloke b tees IM1e simmer
in pace.
NOTE: Put the sinner alarm you wall X m IW. to MR action and m'o o merol reran Mm into the grWm on the
MLI of me baby forvy Iran the ad.) 2' ham the ryd'a hold Me skin, in Me, pace. Make are n Is MEN emugn
se the barrel dam not Boat over Me by when The been M, Pods on band Ades of Me lama she not reronMerked
mCaued 4 WE! govem defy, this Wmmy To Me We Iw^simelunco.
4"inlet
extension
MAIMENANCE
. TRAiH: a to hint sommn diem and mere B-He III Her Mr. funding m me don, 1 ff. Mil usually wash Me
prom aX ana trade raw r rot PLO the mat To Mw sons a the men add me a sack M clean the,crem. Open Has
lsppii E7Lr t1'tbF'k`!W ,[Fi' 'i;II [v OG35isaLmlliS
"Onstri CUrf n v
40 coupling
reen dMmnd removeamlmshwsedlmenl'wm al}an orleas do. pro nMe-mac
accord -in
sit nr r _liniments His4"SCH
• SEDIMENTACCUILLAsT10N AROUND MESKIMMER:A ML brg hat uerq cables. antl NBowln Me man of the
ICr UII10
i br he U r11Wa12 PI ^ll; hIJ 1 rd/CIin,S
connection
oppado one mom Me..t irelp keep xSrome-1f the,bmmx. If,edimem m,MCu,limmer T9ssment
the Wormer To see and Incawte urn it-
'ides regal r th.il oty, 51 nW db.: 'oy it iTESitars Ef
our one
. ICE: Try to keep be bO n ed at the we and al in. moll ro keep wale l dwers, mating sure Blass laxly me
In- P 'a tl nti nlr 111. •'• 1I r oft, I, h r'
SP ,Ct ktl nCI r i1 i II `. 1.�� ( 1YVli l tt L
.In, MkM1mze. Sped, paroWplha rat HIXk to dfmb iron a r Mencad. Um aalMMal well rest M PVC.
• moiled aedmwiMManaheolcdeantl3uN lain BreeNbbe
XANotINGiNESKYMIER:1he sNmmn6 0 is fan
-.i'TI(y
nr'
( '.f� t
7:dn5 doj srE'3:i. 3.� CCYt V CWI;Ar Ud nt , W.FI� i 1..
by mnd,hot auveeam In To remove
`Il)rf, WBtE f.'$Ifr"rd tllA J!i 1Qtlfj...
eadins
'islehandled
to DO Or M
'is spent dsc . do lM hose fln1 then aianrXr MB'brel man Me Intel canrleClim. CO Or hY to auk Ma
.ttheatlsMMamanoed.defthe
,dmmerlawC Hma meNwa.
D S 1 , I (/` I,
:: C
. vAN.. team urbeel NBe Mosel mot trig' do damage on the are Do MI Opens mold BIoad ro Be
P nt t NL i ,
.... ... _ .
sommerl possible. if podde Mbng other eon'a-'9mm tma capped, Mel rho slimmer out in that Men away
S_y NC, CLJS Watt+r rpt,ylfty
\\1
hominnaanla roenwamme 0olemwl mra suxealul me
t 1 n
3' hose
- -
,1 i p>wia' ate
CONCEPTUAL PLAN ONLY
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
PRELIMINARY
DO NOT USE FO
CONSTRUCTIOI
Know what's below.
Call before you dig.
s
-
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rtn9
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CZZq CQDOa )
�ce) 0M U
E12) = 00 C3
K
0 xO N SZ
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Lu
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City)>, U
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rLi E3rV,=�pJ ITJi-j (/1
�aNt�7�07't? 4,
411
THIS DRAWING IS
PRELIMINARY, AND
NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
Owner:
CBMMPROPERTIES LLC
CONTACT.238 N. McPHERSON CHURCHRD
FAYETFEWLLE, NC28303
PHONE.[phone]
FAX.-910-864-0938
Project:
THE ESTATES
OF
MORGETOWN
PHASE 1
0405-42-0744
tax Id #: 0405-52-1954
0405-51-2958
township: Rockfish
county: Curnberland
State: NC
POND DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:

a
O
T
0
vD
3000 PSI CONCRETE
12"MIN. 12'MIN. FOOTING 5'x5'x1.75',
RISER W1 ANTI -SEEP SCREWL
41'UG
6"INSTALL #4 REBAR ON 6"
1.75'_9 P,
CENTER 4"x4"TEE IN PVC PIPE
- 3" v-748 nn
4PLUG
� w/2.5"0 DRII ED
ANTI -FLOTATION DEVICE HOLE for
Controled orifice
POND RISER DETAIL DRAWDOWN ORIFICE
Scale:
This document provides general installation guidelines for the ArmorMaxn^ anchored reinforced vegetation system used in
non-structural applications including levees, stream and river banks, and storm water channels. These non-structural
applications are typically designed usingType 2 earth percussion anchors, For installation guidelines with ArmofMax"' and
Type 1A and/or A earth percussion anchors used in structural appications, please contact Proper.
Site Preparation / Prepare Subgrade
• Grade and compact area as directed and approved by Enghmer.Subgrade shall be uniform and smooth. Remove all rooks, clods, vegetation or
other objects so the installed mat will have direct contact with soil surface.
• Prepare seedbed by loosening the top 2-3 in (50.75 mm) of soil.
• It is suggested that a soil test he conducted to ensure soil fertility,
• Incorporate amendments such as time and fereiliEer and/or wet the sail, if needed.
• Do not mulch areas where mat Is to be placed.
• For additional factors of safety, also seed Grotto system Installation.
• Consult project plans and/orspecdeatums mrseed types and application rates.
Levee Installation
• Install Initial Trench mHwt Side and Protected Side of the levee - refer to Figure IA.
• Onmll HPTRM up the levee and across the crest.
• Install pins and earth percussion anchors based on bachi ay and spacing of tie down devices shown in Figure 2 or as designed in project
spre frcatleve/drawings. Figure 3 details procedure for installation of earth percussion anchors.
• Install Longitudinal Edge Trench on the unit and last mil of the pmdect - rater to Figure 4.
• For levee slopes longer than 45 it(13.7 me, install modified check slots- offer to Figure 5.
Note: All seam manors shall be a minimum of 6 in (150 mm). For end or roll overlaps see detail in Figure 7.
S .+.F �" I THE ADVANTAGE CREATORS"
GEOSYNTHETICS
ALTERNATIVE OPTION TO 15" CLAY LINER
II IL. IJ VL/-lI L11 N"I\ IVSr 1 UL 1\LI V I r
COMBINATION OF b" CLAY LINER AND
BROADCAST BENTONITE PELLETS APPLIED AT A
RATE OF 2 LB/SF FOR THE ENTIRE SURFACE
AREA OF THE POND.
CLAY LINER SHALL BE COMPACTED SUCH THAT
THE INFILTRATION RATE IS NO MORE THAN 0.01
IN/HR AND SHALL BE TESTED BY A
GEOTECHNICAL ENGINEER TO VERIFY THAT THE
COEFFICIENT OF PERMEABILITY MEETS OR
EXCEEDS REQUIREMENTS. RESULTS SHALL BE
GIVEN TO SITE ENGINEER OF RECORD.
,•" Teeth e,w .e n r
Figure 4 - INITIAL TRENCH DETAIL
..."L........... v v . . . . . r........ �..�.. �..
SEE SHEET C20 FOR SKIMMER DETAILS
Scale: Not to Scale
Calculate Skimmer Size
Basin Volume in Cubic Feet 26,352 Cu.Ft Skimmer Size 3 Inch
Days to Drain" 3.00 Days Orifice Radius 1.4 Inch[es]
Orifice Diameter 2.8 Inch[es]
*In NC assume 3 days to drain
PPI
�
sum wtI- IR
E
A .,
e
.F .Ss•f
.-(a aln.laeR"'
1
I
f •I 4 t '
f
x x
x
.�
-
x . x •II K :
x
PINDEAIL
FAOrN
. x •I , . , . .
. x
PEPCUSSION
I
cro.I.-PORP
Figure 5 - PIN AND ANCHOR PATTERN DETAIL
Not¢: ore ooellar patmm shmm (etldeU & 08 end o3/SY) ones nal InHmb anchors lOr Venclles, evtl of roll
uvedaps, and IPudinea dudsbts.
I�
InNersion
Red removal L.atllock,ng
Tyma 2
Are"r only
Figure 5 - EARTH PERCUSSION ANCHOR INSTALLATION
157.0
r __ _
_____ _-_.---- ----
156.0
-__ _
__._ _--.__ -_----
155.0
__
--s____ ____ _---
153.0
-------- - -- \-- -----
151.0
.-------- -----
- --- - --
Herne
�r
/{ --. ----- ---149.0
PPE-146.0
'.._______-
---- - - - --- - -
47.0
---
146.0iL----
- -
- - ---- --- -------------' -
145.0
'i` ---------------------------
"---------
144.0
'.---------
---- - - -- -----_ -_ --
143.0
r
---
140.0 ------- - --- - -' ---- - --- - ----' -'
130.0 L ---------------------------------------
/
s cml, ola
t
palnsl
e XPTRM
Type
Dae1
Armor Only
Another
Note, Trim
excess tendon after vac eeg orate.
WEIiiARMORING DETAIL
Scale: NTS
Figure 7- LONGITUDINAL EDGE TRENCH
me-e. s.0ae UPTcaL
Figure 9 - TERMINAL TRENCH
Figure S - MODIFIED CHECK SLOT ANCHORS
f�
,u.INu Ina r:R4ceE_
OVERIAPPINGEGG FLOW COVERED EDGC
i iAPLE-� ��L / F HPTR1.1
L
Min 300 mm (t m ITypl
HPTRM END OF ROLL OVERLAP IONT
Figure 10 - END OF ROLL OVERLAP DETAIL
THE ADVANTAGE CREATOReI'
1'RI'E%
rN1LEX
1.800.667,4811
GEOSYNTHETICS
IP EL-15200
SEDIMENT STORAGE
BMP-21NSET
Scale: _
SHALLOW LAND COMMUNITY '(EL. 148.00 to 148.50)= 3848iS.F. 1PLANT/4S.F.24"O.C.= 962 PLANTS
PLANTTYPE
QTY
BOTANICALNAME
COMMONNAME
ROOT
CAUPER
HEIGHT
NOTES
HERBACEOUS
301
Ascle ias incarnata
Swamp Milkweed
CONT.
4" Pot
24" O.C.
301
Carex Tenera
Quill Sed a
CONT.
4" Pot
24" O.C.
301
Lobelia cardinalis
Cardinal Flower
CONT.
4"Pot
24"O.C.
SHRUBS
20
Aroniaarbutifolia
Red Chokeberry
CONT.
3Gal.
IW-2N"
24a'O.C.
20
Ce halanthusoccidentalis
Buttonbush
CONT.
3Gal.
18"-24"
24"O.C.
19
Ilex glabra
linkberry
CONT.
1 3Gal.
1 18"-24"
124PO.C.
NOTE: ONLY HERBACEOUS SPECIES SHALL BE LOCATED ON FOREBAY BERM I
SHALLOW WATER COMMUNITY EL. 147.50 to 148.00 = 3688 S.F. 1 PLANT/ 4S.F. 24" O.C. = 922 PLANTS
PLANTTYPE
CITY
BOTANICALNAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
196
Iris Vir inica
Blue Flag Iris
CONT.
4" Pot
24" O.C.
273
Juncus effusus
Soft Rush
CONT.
4" Pot
2411 O.C.
273
Pontedaria cordata
Pickerelweed
CONT.
4" Pot
24" O.C.
90
Saururus cemblus
Lizard's tail
CONT.
4" Pot
24" O.C.
90
Schoenoplectustabernaemontani
lSoftstem Bulrush
I CONT.
4" Pot
24" O.C.
CONCEPTUAL PLAN ONLY
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
WETLAND PLANTING SCHEDULE SHALLOW WATER COMMUNITY
SHALLOW LAND COMMUNITY
%pyrcl e,3 7,Drr^,v at r r "rot C Lvr,ents
.On51rurt aCCOr T N tl'. l IESP .i ifinie.nts ev
s ,quires '1P st rmwa P «nit 1 h aniline
1beS tegi r n �Ie St a _I Lf z signer
InspeC', cwr, rq con<_Ir., barn C rut. o-Irity with Ti
Glans erg EE enC er'v asrnn4pr� wiUt thF
ilvat ES '1 AU AC2r­,
.f-
I[^)f Vvate` 000lrty
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
Know what's below.
Call before you dig.
157.0
,58.0
155.0
154.0
53.0
152.0
51.0
,50.0
49.0
148.0
47.0
146.0
145.0
144.0
143.0
142.0
141.0
140.0
139.0
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031459 = y
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THIS DRAWING IS
PRELIMINARY, AND
NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
>_
Owner:
CBMMPROPERTIES LLC
CONTACT.'
238 N. McPHERSON CHVRCHRD
FAYE7TEVILLE, NC 28303
PHONE:[phone]
FAX..[phone]
Project:
THE ESTATES j
OF
JEORGETOWIN
PHASE 1
0405-42-0744
tax id #: 8405-52-1954
405-51-2958
township: Rockfish
county: Cumberland
state: NC
STORMWATER
MANAGMENT
DETAILS
BMP-2
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date:
12/02/ 13
drawn
by: PDM
survey
by: JTR
checked by: JAN
sheet
no.:
C17

3000 PSI CONCRETE
12"MIN. 12"MIN. FOOTING 6.25'x8.25'x3',
RISER W/ ANTI -SEEP SCREW
COLAR
3, 6"INSTALL #4 REBAR ON 6"
CENTER 4"x
3"
4"PVC
B. 5 x8.25 w/2.5"0HOF
01
ANTI -FLOTATION DEVICE controled
` POND RISER DETAIL
scale:
ALTERNATIVE OPTION TO 15 CLAY LINER
THE 15" CLAY LINER MAY BE REPLACED BY A
COMBINATION OF 6" CLAY LINER AND
BROADCAST BENTONITE PELLETS APPLIED AT A
RATE OF 2 LB/SF FOR THE ENTIRE SURFACE
AREA OF THE POND.
CLAY LINER SHALL BE COMPACTED SUCH THAT
THE INFILTRATION RATE IS NO MORE THAN 0.01
IN/HR AND SHALL BE TESTED BY A
GEOTECHNICAL ENGINEER TO VERIFY THAT THE
COEFFICIENT OF PERMEABILITY MEETS OR
EXCEEDS REQUIREMENTS. RESULTS SHALL BE
GIVEN TO SITE ENGINEER OF RECORD.
4" PVC PIPE
INV-159. On
DRAWDOWN ORIFICE
SKIMMER CONNECTION DETAILS
Scale: o o ca e
Calculate Skimmer Size
Basin Volume in Cubic Feet 37,800 Cu.Ft
Days to Drain' 3.00 Days
In NC assume 3 days to drain
Skimmer Size
Orifice Radius
Orifice Diameter
4 Inch
1.6 Inch[es]
3.2Inch[es]
BMP-3 INSET
Scale: _
CONCEPTUAL PLAN ONLY
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
WETLAND PLANTING SCHEDULE SHALLOW WATER COMMUNITY
SHALLOW LAND COMMUNITY
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
%pp;dued ,ipmtwat=zr p,,--mit Documents
•,:onstruct!or in accordan-e will, ., iese documents iv
requlreo Ly toe stormwater permit. North Garolina
r Ales reo-tre that the St, rmwa:..r syste_, designer
Inspect durinc, corlstrIc "ion certify conformity with the
plans and spc"; ;or certify compliance with the
/ir,,,ater rujes.'' ANCAC2u 1008011 .�
Pe•�,. Ldate _
NC G..I„rn of .'Oaty C„61tly
;.r2c' , ___ _ Revisl". Gale- - --
Know what's below.
Call before you dig.
F116667.
- - ----- ---- --- _- ______- -_ _ .------- __.-..__.____ ______. _.._-_ _. ____ ___._- -_. _..__. ___________ _.._. _. .__..___..__ ___.-_________..-_.. ___.---- ---_____.. __- -_... __....... __- - __ _-___. --_ - --- - _ - - - - _ ---- ---_ - ____ __ -___ --__ - _ _- __ _________ -_____ __ - - - _- _- --- _ __ __________- 68.0
- -
------ ------ - ---- --------------- -- _- - _ ._-._-__..________. _. -.. _ _____.-.__.____.. __--__-_-_--_____-.______.---- - ----- - _ - - - ------- - ----_--_---------_-------------.----.- ..---------'- - - --- - ---- ---- ---- __._ __a 166.0
___.__________.. _.__ __ ------------------ --________.. _.-. .. __. _ _ -- _.__-______.... -------- __---------------- --------_.-----------. _- _ - - _- - __--__-_------------------- --_- - - ---- 5.0
_. --
-_ - _-_ TOP EL.-164.00 -. -_ _. _ _ -. ___ _-_._.._. __. ____. _.._ _____ __ _ _________ ________ ______ ___ _______- _______ -_ - -_ - _- ___ T P 0__________ ______-____-__-- __..__- _ -- EL.-- ____ 184.0
-__ ____-_-_ _- _-__EL.- 163.2T __- ___ 83.0
-- - --- -- ---- --- - i +
182.0 --------------------------- - - _ _____ _________ 1 tYR STORM EL 162.60 -_-_-_ --- ..__-______ ________ _.________ ._______ _- ______ - _______ ___- - -_ _- ______ - - _____ _________ __ - _- _ _- - ____ _____ ___ ____ ------- ___ _____ _____ __- - _- _____ 162.0
161.0 �_____ _ _ _ _ __ ____ ___
6110
_ 159.00 SHELF (101, 1
PPE-159-0 �______ __________ _ ___ __.- - _ ______- ______________- _ - - - __ - __- - _- _- __________- __- _ ATEO - - ____ __-__-----___- _- ____- - _-________ --- -_______-___________-_-_________________- - _- - ______ 0
LF 10.1 / 10'TOPS01L( '
156.0 r___ ____ ___- ____ - __ ____ ___ __ __ __ _ _ _____ __ _ - - _- _____-_______.____- -------------- ____ ______-_______- _- _- - - _- _ _. - �t _ _____ - - _- ____-___- ________________- _- - - - _____.._-____ _ - ____________.___ _-_______- _- _ ___ _____- - _ ___ _- - __ - - - ______ - - - __- - __________________ - __ 159
'-----"'"--- �f ' '/� / 1 ----- �/ /--- ---- ---- - -- --- ------ --Y ------- - ------ ---------- ---- - ---- meµ" f - / �j /� i , 157.0
156.0 _- __ _-___ _- __ - ___ _- - - - __ f / __ /---f - - __,n f/ _f/ _ _ _ _____ ____________ - _...._______. ____--__.- _ _ -- �� YC/ / __ E T T RA - 1 ____ f� '�_ -f --- - N ---- _ -- ----- --- ---_ --- ----_ - - _ - _ - __- - _ - - ---�--------_ - -�ii 156.0
>5, SEDIMENT STORAGE ELAM 00
158.0 i`-_--_____ __ _____ _-______ - _____- - - __ ___-_ __ __- _- _ _ _ � � Ey - � �15-C� _--____ . _____ _ __- _ _- _ _ __ Nf/gf - 1d,.P- _- - _ _ _____ ----------------- _- ___ _- _-__-_ _ -_ - - _________ _-ai 156.0
a
m<i BOTTOM EL: ___--__________________________________________ W ___ - _________-__________-____-_____-___-____________________________________-_-___-_______�
- -
1550 - -- - --a ____-- ��P �fl �� /�f%�f/ / /� / //� --_ _ 155.0
N J / J
154.0 F - J _ - / f - 154.0
W W N
W 2
1530 i`--- ------ -- ---.----- --- ----- - -- -- --------- "--- - -- -- -- --- W- -- - -- --"-- -----------N ---- ---- .__----..._ --- ----- --- -- ---------------------- -- --- - -- --------------- ----' __---------- ---- -- - - --- ---" _----- -_-- - -- --- ---' ----- - - - -- - -- --- ----- - - --- ---------- w- - - - ---------------------------- ----- - -- - - ------ - - 153.0
152.0 ---- -----------------'-' --- -- ---------- -- - -- --------- -- --" --y------ -- -- ---- - ----- - _.---..._ __..._-_--____. -___. _. .. ----- ---__..-- -- _. _.._. _------- ---------- .__ _.___ _- _. _- ---- --- - --- - - ----m----- ---- ---- - - ---- -- i 152.0
w >
151.0 -----_ _____ ___ ___ _____ ____ _ __ _________ _ _ _ _ _ ____ _ __ _ w- __..___ __- _- - _ -__ __.._ _______ _- ____..__________ _--------- _-__-------. __-----. ___ _.. __._--------__ _._..__ _ __ _______ __- __- - - __-... __ --- -___-____.---------_ _________ __- O_- - _________ ___- _- _ 1- ____ _-__ ____ - - _ _- - _____ _____ - - _ ___i 151.0
> o k
150.0 `----------- - ------ - - --- -- -------- - - -- - ------- -- - - - ------ --- " -- ---- ----------o -- -_---- --------------___--------- ---- ---------- _ ---. __- _.-------- -_--- -- -- - _..----- - --- - - --.._._.-. _.._------- ------''--` --------- - - m- --- --- - - - ---- ---- ---- - - -------- - ------ -_ J 150.0
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THIS DRAWING IS
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NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
0
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Owner:
CBMMPROPERTIES LLC
CONTACT.'
238 N. McPHERSON CHURCHRD
FAYETTEVILLE, NC28303
PHONE:[phone]
FAX.'910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id 111: 0405-52-1954
0405-51-2958
township: Rockfish
county: Cumbeltalld
state: NC
STORMWATER
MANAGMENT
DETAILS
BMP-3
CONSTRUCTION
DOCUMENTS
no.:
t P12-09 6
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C18

Q
d
QI
N CN
Lo
STANDARD
BRICK CATCH BASIN (15" THRU 54" PIPE)
STANDARD BRICK CATCH BASIN
w" THRU 54" PIPE)
o M
(N.T.S.)
--- --
N (D 04 (h
BACK OF CURB
S�iEP 840.66
CONCEPTUAL PLAN ONLY
3.5
- - _
X
3•
4 BARS
6
pa BARS ACa.
EQUALLY SPACED
e°
A�
a STD.
s'
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
--
O n
9TP,CAL Ba' BOT3.-BAa cuEm
t/z• R 1 r _
1YPTCAI, a4• EA6iCLL clr,m
6•
rrr,reT. a4• ePnt-Orr cu®
r tr
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11,
1/2'
Rya
LL
5.VAR.
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e e
M+ ,N.i 4 0,•
MIN.
Y
A
Y
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a
C
-
E
P It 840.66
G
+
NO RELIANCE MAYBE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
N
o
t;
2
'>
-� 2
y U o
Li ,
y Q' i
+
9 3/4'
n
*
"+
s•_o.
P1ea
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Rao.
m
8"
D
=
_
8•
D
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
>
C
Q c t o O
O Z M U
�
"
61R5'
.zr fr
S
CURB AND CUTTER
-
x
-
REGULATIONS. EXISTING INFORMATION IS BASED
�
C N
a,a
PLAN OF TOP STAB
WITH CATCH BASIN ON STEEP GRADES
, .., .; Y;...:.
.A
r\ O M O
xm AB mr1�IE
r
END ELEVATION
, . ...... . ,_
•ELEVATION •`
ON CUMBERLAND COUNTY G.I.S. DATA.
_O
C L6 2)M = Db
J
ro mwcE ro
xcwFsr tAte•
-
Nla
USE ON FLAT GRADES
b 2% AND UNDER
����
_I
'�
.�
u
WHERE 30' TO 76' PIPE IS USED.
SECTION JJ
SIDE
WHERE
_
,� X O 1 Y
C) N
m O
���
_?4'
E
-
-
42' TO 54' PIPE 6 USED.
SECTION - MM
W
Z
< t _
M L,I_
'U'lY•
/T Sy4
3 _0 ,_O•
'ol
Z
a O M T` U
A
BARS
DEPRESSED
84 BAR GUTTER LINE
a
8'
E
PRELIMINARY
U3
J d M COL d Z
SECTION - RR
bELEYATIO
�
MEDAN
Z
NORM4L CURB AND GUTTER ON OGHI GRADES
PA0
'[rP3cel sa' vJBmceD cu®
7YPICM. so' Ro1L CURB
N 4 BARS 'U°
HORRID GUTTER NE
LAYOUT USE OONOGRADE
:::!: :1.,. •,.
QDTET�DO
J
"13
J
NOT USE FOR
A
t W-j
s•R
a/a, 3,
v \ 3 vz
EQUALLY SPACED
7•
USE ON SAG VER CAL
USE ON GRADS 2X ANO OVEB
_ - CATCH BASIN INSTALLATION IN MEDIAN WHERE 8'X6' CURB IS USED
6
(NOT TO BE USED ON FEDERAL -AID PROJECT)
SECTION - YY
"
M
CONSTRUCTION
_
DUMMY GROOVE JOINTS EVERY 10'
_
c. N RF RAI NOTF¢;
�'
a2s
E
_ At
IXPANSION JOINTS EVERT 10'
' l
I FH
FRPd1E GRATE, & HOOD
MORTAR JOINTS 1/2' 1/8• THICK STD. 840.038
NAA,ppllnnnlq,A4A
ON Aii
•+ ELEVATION 3000 P.S.I. CONCRETE TO BE USED.
SECTION - SS NORMAL CURB AND GUTTER ON STEEP GRADES •CONCRETE TO BE PAID FOR AS BRICK MASONRY THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. � P1Ad MI lAa O
OIIENSON6 AND 01AWOnES FOR HICK CDEPT 11 Tr JIT ATCH BASTx ALL CATCH BASINS OVER 3'-6' IN DEPTH SHALL BE PROVIDED O
30' I F!,A�ENGNEEANG & INDUWRUCIURE DD'T pNENSmXs OF 80% END PPE LCWR RBNFORCIXC • WBC YAPo6 OF HeCK MASON El%ICIpNS ENCINFTRNG A WFlWTRUCIHF WITH STEPS 1' -2' ON CENTERS. B DBAIWiRNG & INFlUSTMICRIAE OFPT %•'<�'•y
D• CML ENGINEERING DMSION NIFIBBI _ IN X HE PIPE CML OIGINERYNG ORISON USE TYPE 'E', 'F', & 'G' GRATE UNLESS OTHERWISE INDICATED. 8' 8' DIAL ENGINEERING DIVISION
4J3 IMY 5T. 28307 D A e c c CAI. tap a . Tm BR
rolEwvcE ro _ _ _ 4ll NAY Sf. 2&101 i 417 HAY Sr. 28301
xFAPOT ,/1e• [phone] ,e - - - 3-3 K
--t.a5 nBO.E D.ouz(910)433-165fiJUMBOBRICKWILLBEPERMITTED.CONCRETEBRICKOR4'SOLID(910)433-165624"30"----MN.N�CONCRETEBLOCKSMAYBEUSEDMLIEUOFCLAYBRICKSCURB DETAILS 3e•ai si1-�a-a 3eaniIsmigszDa2tozffiADOPTED FROM NCDOT MGHT USE 12HWALL?OR6LESS0USE�MTOPOFW�B' WALL,ADOPTED FROM NCDOT STANDARD N0. 840.01 FOR THE REMAINING 6' -0'. •.��•"1. STANDARD N0. 840.01
2 OF 2 INVERTS SHALL BE SWIPED 70 FORM A SMOOTH, REGULAR SURFACE, SECTION -X% PAGE 1 OFF
N0. 840.01 Al AX A \\
SD- 1 DATE 3/I1/2008 DRAWN BY C.W. N0. 840.01 DATE 3/18/2008 DRAWN BY C.W. SLOPED TO PREVENT SEDIMENTATION. DATE 3/18/2008 DRAWN 6T C.W.
q11111111111Y,
CAD FILE : 24_30curb SCALE N.T.S. CKb BY C.A. CAD FILE : STOBRC82 DR-3. 1 SCALE N.T.S. CNb BY CA DR-3
CAD FILE : STDBRKCB SCALE N.T.S. CK'0 BY CA
6'-0'
W4 BAR '6" BN5 0 tlt'IS. 3'
G IS
PRELIMINARYTHIS , AND
NOT FOR CONSTRUCTION,
2prM iB � A= .ICIM 'q x x GENERAL NOTES: RECORDING PURPOSES
STANDARD OR JUMBO BRICK SHALL BE USED FOR WALL CONSTRUCTION. OR IMPLEMENTATION.
SOLID CONCRETE BRICK OR BLOCK ARE OPTIONAL WALL CONSTRUCTION BILL OF MATERIALS
R/w 6" MATERIAL.
N/C n n A B 5 ' U 9.]
SECTION X-X DOWEL C aP DN PRECAST UNITS MADE OF CLASS "AA' CONCRETE MAY BE USED IN LIEU OF BRICK MASONRY CONSTRUCTION. DESIGN OF PRECAST UNITS SHALL c z6 ♦ +'-6' 26.1
wlWs (WITHOUT TOP) FORR GP EKT � n BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION. T 14 s IN 3 8 10.5
STEEL NMRNVRNN STEEL TOTAL WEIGHT 217.6
SEE STANDARD &OS4 5•_y76• 6-0• W. YDS CIA£S 'M• CONC. 2.6
uwEs (4a'-Eo' BODnuJc) FOR "HOLE CJkR h FlUNE e ALL ADJUSTMENTS TO WALLS, SLABS OR REINFORCING MATERIAL SHALL W. ros. eRIC FT. rR. a am
TRIO( MAY BE USED TO PLAN OF TOP SLAB BE INCLUDED IN THE UNIT PRICE BID FOR EACH UNIT. W. MS. BRIG Fr, a 12 0.e4
grGRADE ADJUST FRWE & CWEB 7• 'NH1JS 7-
A•D\ R TO SURFACE EU MMN. MAX, t' NOON HOCK S• Y BAPS W It}' CIS fi'
n CRLss BOOK NCRETE Top Sue --1 OPTIONAL MANHOLE SHALL BE INSTALLED IN POSITION AS DIRECTED BY
.�� _ 'a'H4a THE ENGINEER. ALL REBAR CROSSING THIS OPENING SHALL BE CIJT OR
"Y" BARS BENT TO ALLOW 2" MINIMUM CONCRETE COVERAGE. THE OPENING SHALL NOTE 1: SECTION •B" OF THE PROPOSED WALL SHALL BE 8" THICK.
..,r BE ENCLOSED WITH 8 'A• BARS TIED TO THE REBAR MAT AND SET SO A SECTION 'A' SHALL BE 12' THICK,
L T. BAR DIMENSIONS ARE OUT TO OUT MINIMUM OF A 3" CONCRETE COVERAGE IS OBTAINED. REFERENCE STD,
NO. 840.54 FOR ALL MANHOLE INFORMATION. NOTE 2: IF PROPOSED STRUCTURE EXCEEDS 12'-0" VERTICAL HEIGHT A
DESIGN WILL BE REQUIRED FOR APPROVAL
i
\ JUNCTION BOXES OVER 3'-6" IN DEPTH WITH MANHOLES SHALL REQUIRE
c
STEPS TO BE PLACED ON 1'-2' CENTERS. REFERENCE STD. N0. a40.66. NOTE 3: ALL REINFORCING STEEL SHALL BE SINGLE HAT; O
NOTED: �" - SEEPS - SEE 6 8' }
4'-RESIDENML GENERAL NarEs OF HOOK
DOUBLE MAT STEEL MAY BE USED IN LIEU :;
5'=RESIDENTIAL COLLECTOR � � 12, � � DOWEL '",° BARS SHALL BE SPACED AT A MINIMUM OF 12' CENTERS. OF HOOK BARS IN BASE SLAB.
8'=MOROVGHFPRE9 ! WM011LL1'A
o wNo¢Rve L� %� MR
s'-e' MAXIMUM DEPTH Of THIS UNIT AS SHOWN IS 12'. Of
OK91431-,q SEE IN1'A'
OTPIC., OpET'• wRLr \ 1r / PLAN OF BASE SLAB
ItIDKNATd BKaaon
AT
BACK OP CUBE 0i / • EXGNBTEMG k INFPASTRWT111E • h INFRSHUCBfEOEM
��� WE 1/"13 GRAN Sr N lM FNd1EFPoJG DA'BON W0. EN4IIIEDBIC ORISON N
433 RIOT 51. 28mt /1S FNY TT. 2B3Dt
cn HIS : IYPSAI3C SCNE NTs aco e, CA INSET NA" (s1o) 431-1656 [phone] 0
CONCRETE BLOCK STANDARD TRAFFIC BEARING STANDARD TRAFFIC BEARING
Y&RS B 104• ]UNCTION BOX JUNCTION BOX
CONCRETE BASE Sue N.T.S. Se" AND UNDER PIPES 36" AND UNDER PIPES
SECTION X-X PAGE1 OF NCDOT STANDARD N 840.34 PAGE2 Opt NCDOT STANDARD / 840.34 p
(WITH TOP) DR-6 DATE 3/18/2008 DRAWN Elf CSA DATE 3/18/2008 DIMWN BY CSA Z
CAD FILE : SIOJH RWWAC SGYE N.TS. CK'D 8Y JPB CAD FILE : STOJBTIWFFIC DR-6. 1 SCNE NT.S CK'D Hf ,PB
E L-E -1
Owner:
VARIES r . r °Pmx,L 11'e°'E I I Q mmw. xwH�
G < PUTLU
IENDNNL DIUDOarIs Y 1 W . . +' CBMM PROPERTIES LLC
NOTES: • PIPE roR :R PIKE N awns ,/2. a g THkX
REE % % DM D A U. DMSED 1MA5 stW S m mnm.
ALL B151N5 OVER 3'-6' 4m ND, E W, w H, H Hr D E , W. `ems
DEPTH SHALL BE PROVIDED A A O >Tlia 0R 1 Y-z• s=Y t'a' 3'-1• it t'-Y 1'-9' 4r 16m Bm a ROiaff USFD Em nC wsRA.T1m a
WITH STEPS 1'-2. O.C. 9' 1 1Y 21• J'-Y W-I' i'-9' Y-Y 12' 1'-8' 2'-31 49 21m = V JHBo BeOt K6L H PODIITINa m11DE2 Wx m e
1•,24' 33' 4'-Y Y-z' 2'-9' 4'-3' 12' I' -JD' 2'-9' 44 2830 SWW CBID6IE lDO6 iW H USp N uu m 41A1' 6WOL
PIPE Y 39' 4'_ e'-4' Y-r 4'-9' 12' 2'-2' 3'-Y 4S RIX RN rd N NOON m TER TIE r NUL =ed N
EXPOSED CONCRETE CORNERS = INLET H1Nf, us: It 1XLL TO rd BCE, nP m KAll, MB r WW1 f/ �I( M' AB' 5'-B' 0'-t 0'3'-3' S'-9' 12' 2'-11' 4'-4' 4S 5�0 x. C Ron TK BLM1,6 Wd. WFlBTa Nm ,KM1JI11610H
SHALL BE CHAMFERED 1' E m • e./ W: �\ b Y r
'A\ fff •Ih• 6•,w 6'-Y t7-6' 3'-h' C-6' 1z' ]'-4' S'-Y 4s ]sm r �.4. w.mm Accawxax. COtVTACT.' MOTAR JOINTS SHAWL BE PLAN
1/2' t i 8' PLAN BALL SECTION 'A0• rA+ r-9• 1Y�' 4'-s' e'-0• 2r Y-4• 7'-5• SO ITODO 9a suTBvm LION i r F lmlwlaa mKmTe pAE a sn W W" zA' m IiDI, 238 N McPHERSON CHURCHRD
/ / M 91' r-9' fY-4' 4'-5' 9'-0' RY 3'-4' 7'-5' SO 10000 wwdE mw t. C. Am ro AH4.G 91mAll m SW1Mm X0. 6Ma06
'. ! mxC aecx wY s lmD m
ADA6T nW6! ICN -.. AL NNmm eons 01FA Yd x HPDI 9WL E N9AGFo
W, D EDWIF41 wsN sRPs ,'-r ax Mn1N6. srNPs WwL a Ix AWE' FAYETTEV/I.LE, NC28303
ALL EXPOSED JOINTS SK41L •T g I- --I wx r .. -� wnt su xD elaea
BE CONCAVE TOOLED 6• DEWEY BROS. PUN E E I ' O ixauoi ADIXnmm PHONE:[phone]
:o GENERAL NOTES: FAX.[phone]
CH d. - SECTION 1m m xiarm�anramn Try TmOi'Ws.•aAOj
SECTION B-B OR APPROVED F 1. Au OWCRER ro H 4000 PB Mx. C-C OR D-D
JUMBO BRICK, PRECAST CONCRETE, EQUAL " 2. ImruaROMExr sIu sxru CASE! ASTr4 fits B+rBE w wTRJ Y Wn + n4 9AR o K ADIVION BOXES
AND/OR PRECAST SEGMENTAL CONCRETE OEARExL£
. a f - HM'S OF BOX E HPE N]NFIXICEIEM OAR CUBG TM05 D RIPE W FOR ONE Project:
BLOCKS MAY BE USED TO HEIGHT
O CONSTRUCT 3. O Al GOOSED DSES 3/4•, mnn p.c EVE sEm NORM Now Hza DIMEN90N5 was eRm MA90NRr RpE a. 'ros.
BASIN, BASIN 12' IN HEIGHT OR MORE _ 4. PRECAST HENWNL UNIT SHRL H CARE IUY rwn"xm m THE
BASE k MN. wAu
SHALL HAVE A 12' WALL BEGINNING 6'-0' PREPARED MUNOATKN AND KFE INSTmED ROD HEIDNWL OR HA[Ai u _ ' DOWEL D I A 1 B H NO. I UNCN E F cG+ER NEKRIr n. Nr. cs R.0
FROM TOP OF WALL AND B" WALL FOR THE00 SUD O RK AND CKNED FOR AUQNK . . .
e _Z 5' 2'-0 Y O' 2'-fi' 12 3'_t 3'-4' 3'� a412 0.657 ase3 aw, a M] THE ESTATES
REMAINING 6'-0' TO TOP OF WALL o -L 5' RPE 5wu H mo31m Hrto � w� cE,ExnNWs A , e• IV 2'-1. 2'-A• z'-V 14 S-5• Y-8• 3--9• OAST U14 DB K 0.014 0.05 A x EW caxla4naR. I30xDNC AGENT uAr O usrD r IEOD.
6. ONE SIWL BE TWe,J WRHW B.G`DLJ, Wm mIFIGRON M PREWNT '' • 24. 3'-0' 3'-0' Y-3• 16 4'-1• 4'-e 4'-4• 0.695 1.178 0.362 0.0]8 0.113
LWU4E AND MMNAW ALI041ENT. MNOR DNNlE TO TIE OF MY H REP, SECTION X-X 30' V-r Y-4. T-9• 16 V-5- 4'-8• 4'-8' OA7 1.481 0395 0.122 0.170
BY COODUCIOR WHEN PDBHTEO B! ENCPEm. OF
MIN DIMENSIONS FOR DROP INLET W' I --{ 6' 3a• 4'-0' 4'-0' 4'-Y zD s'-t' S'-4' S'-4' 1.053 1.959 0.461 0.1)6 az3e
]. RIINfORGF1IFAT VIREs WIM SIZE OF UNR. NWNvm MDAM
DiM'S OF BOX &PIPE REINFORCING COVER rm IIYA1]F mix mcN NAY R[ usn ro 4z' 4'-0' 4'-8' 4'-9• z2 5'-9' e'-0' e'-0' tm 2503 Osz] 0.240 a3z3
B. WROUS WE SIZE AND SHAPES AVNLAHE BY VELA. MR
FRONT ELEV. SIDE ELEV. °' ANINTMWIE[mu /B'S'-4'S'-4' S'-3' 26 6•-s• 6-e• 6'-e' 1.fi46 2a+o osfio o.3t3 0.422 GEORGETOWN
PIPE SPAN WIDTH HEIGHT BARS-X BARS-Y TOTAL DIMENSION ''4 . 9. Al oEMNsoxA ARE xullxu. ro RR/2 DMim
D A B H MIN NO LENGTH 0 LENGTH LBS. F G '-e W-9' m * F10" 2.272 3502 GM 0.386 GNO
SECTION A -A • w• 6'-e• 6-C 6'-Y 30 Ya• -fo 7-m' 2.624 4.113 DMEI 0.4e9 a6Bo
15' 3'-6' 2'-3' Z'-T 2 3'-4' 7 4'-T 26 10.3'-0' ,Ogg: 7o v�6 �� 66• T-i• ]'-+' 6A' 32 e'-7 b'-s' e'-5' z.624 4.na o.]DB 0.591 D.]99 PHASE 1
10" 4'-0' 2'-8' 2'-11' 2 S-9' 8 5'-i• i3 5'-4' 4'-0' FOR USE N�
24' 4'-0' Y-8' 3'-5' 2 3'-9' 8 5'-1' 33 5'-4' 4'-0° DI NON -TRAFFIC D+ "Lw k MwTRlC1UPE Ex6nHRxc h IIBPASIHICRgE DEM
30' 4'-O' Y-C 3'-IF 2 4'-T 9 5'-Y J7 5'-4• '-10 AREAS ONLY. cmL ExONEFAIxc HNOm r-- 'F- - .RNc t :. r.•. ENC4fmJNC h IrRaTRIK1uE
43J INr sr. 21001 433 PAT SE, R' 1
38" 4'-0' S-8" 4'-6' 2 4'-T 9 5'-1' 37 5'-4' '-10 1 )T433-SL i6w �- _� PAM (910) 433-t65G a (910) 43J-I656
42' 4'-0" 3'-6. 4'-11• 2 4'-T 9 5'-1' 37 5'-4' '-10 DROP INLET WITH GRATE PRECAST CONCRETE ANDARD BRICK JUNCTION BOX
48' 4'-6' 4'-0" 5-5" 2 5-4' 10 5-7' 45 '-10' 5'-4' (FLUSH) ADOPTED FROM -1 HEADWALL SYSTEM n ,r(OPTIONAL MANHOLE) 12"THRU 66" PIPE
NCDOT STANDARD IFROM -
SHELT1 OF2 NO. 840.16 SE SECTION WING & WALL SECTION 12" THRU 72" PIPE a OUTLET ELEVATION ADOPTED NO. 540.32T STANDARD
DATE 3/24/2008 DRAWN BY C.W.
CAD FILE: DROPNLET DR-11 �}E N. T. S. CKD BY C.A. BATE 3/24/W DRAWN BY CSA r SECTION T-Y DATE 3/18/2008 DRAWN BY C.W.
CAD FILE : PRECASHW DR- SCALE N.T.S. CK'D BY JPB CAD FILE : STDJUNBX DR-5 SCALE N.T.S. CK'D BY CA.
0405-42-0744
tax id #: 0405-52-1954
g 0405-51-2958
GENERAL NOTES: SUN3 M BE MONOUT IC VARIES
1. DOURLE CATCH BASIN ONLY FOR USE ON CETY-MNNTAINED STREETS. INSTALLATION ON AND REINFOP.CING TO BE G township: Rockfish
STREETS WTMN EXISTING/FUTURE NCOOF-MAINTWNED RIGHT-OF-WAY AND IN ETJ CONTINUOUS 8' Apt < OU{L E7
RECUIFES A MINIMUM OF ONE 4'-G• LONG SECTION OF RENFORCEO CONCRETE PIPE - 6' WALL 6' WALL
W� NOTES' v PIPE
2. SEE ,COOT STANDARD 84G.01 FOR DETAILS BASED ON PIPE SIZE PER CROSS RIO SECTION. ALL BASINS OVER 3'-6' county: CUmbedand
3. CONSTRUCT lE SINGLE BASINS PER NCDDT STANDARD WITH WUBtE INTERIOR WALL I 4° DEPTH SHALL BE PROVIDED -• A n -' - - Y') A
4. ALL CONGRESS TO BE 3600 P.B.) COMPRIESSPJE SDPOAGTH. J-M J_M 4' a• WITH STEPS t'-2' O.C. 8' p
5. SDE Su•H SHALL BE ILUE STANDARDS
6• 6' B' state: NC
& SEE CITY OF FAYETTEIALLE STANDARDS SD-4 AND SD-5 FOR PLACEMENT OF CATCH
]. PIPSECTIOND2 CONNECU4G CATCH BASKS SHALL HAVE A MINIMUM DIAMETER SAME :' - " IXPOSEO CONCRETE CORNERS = B INLET
AS OF OUTLET PIPE DJ. " :` - •".'.': SHALL BE CHAMFERED 1' PIPE 40 R/W
B. ALL REINFORCING STEEL SHDWN ON NCDCT STANDARDS IS TO BE PROVIDED AS I L I MOTAR JOINTS SHALL BE • MIN,
CONTINUOUS MEMBERS (NO TAPS, USED AS A SINGLE CONDNUDUS BAR NJ THE SLAB) F� L 1/2• L 1/8'Iri
F
PUN PART SECTION PART SECTION PART SECTION PART SECTION ALL D(POSED JOINTS SHALL B 27' PVM'T
6' WALL 6' WALL WITH 4" UP 8' WALL B" WALL WITH 4' LIP BE CONCAVE TOOLED 6" FOR GRATE & FRAME - PLAN DETAILS
y Y SEE STD. 840.16
-''F 3- W4 BARS SECTION B-B NCDOT ROADWAY P <
NIET F OLRLET , JUMBO BRICK, PRECAST CONCRETE, STANDARD DRAWING I _ L TABLES OF QUANTITIES FOR PIPE SET IN PAD MID/OR PRECAST SEGMENTAL CONCRETE 13.5' 13.5'
C.Y. QUANTITIES BLOCKS MAY BE USED TO CONSTRUCT
PIPE 1'P 'YI1' i' WHEN 'L• IS A BASIN, BASIN 8-0• IN HBGHT OR MORE FRAME SIZE IS "a _
SHALL HAVE A 12" WALL BEGINNING 6'-0" 2'6'x 3'6" 2 0'
PLAN te' FROM TOP OF WALL AND 8' WALL FOR THE 2 11.5' 1 1.5' 2.0
3 Wa BARS e• e' D DIM DIM DIM 12' 16' 20' W1 REMAINING 6'-0' TO TOP OF WALL a• - 1 $/O 1 SXOQe
?NEST ourJET 15' 1'-3 5/8' 0'-9 1/8• 0' 2' 0.006 0.008 0.070 A x PO 1-1/2" 9.5 SF -I I r_
.. E:...� p W o -._ I I 1/4':1' -. 1/4":1' 1 4':1' 1/4"1' - 1-
18• V-5 1 4' 0'-10 3/8" 0' 2- 0.007 0.010 0.012 A -"- 'I - - - .... '-- -- '- - - CONSTRUCTION
MIN DIMENSIONS FOR DROP INLET I-, . 9" STEC TYPE "A" OR °C" ' I ' I -„--I- ? 1 $ 24• 1'-8 3/4' 1'-0 1/8• 0' J' 0.011 0.014 0.018 PART SECTION DIM'S OF BOX & PIPE REINFORCING COVER -1 I - /O DOCUMENTS
30• 2'-0 1/4' V-2 3/4' 0'-3 1/2' 0.014 0.018 0.0231 OF END ELEVATION PIPE SPAN WIDTH HEIGHT EARS-X BARS -Y TOTAL DIMENSION .I III �I
0
GENERAL NOTES:•
SECTION J-J 30" TO 36" PIPE 36' 2'-3 3/4' 1'-5 3/8• 0'-4' 0.017 0.023 0.025 D A B H(MIN) 0. LENGTH 0 LENGTH LBS. F G NOTE: "-? w w
THIS STANDARD SHALL BE USED WITH ALL DRAINAGE STRUCTURES • z
INLET OUTLET ' 42" 2'-7 7 8' P-T 0-5 1 4' 0.025 0.030 0.038 USING REINFORCED CONCRETE PIPE SET IN EASE SLAB. 15" 3'-6' 2'-3• 2'-7" 2 3'-4' 7 4'-7• 26 '-10' 3'-T FOR USE BI SECTION A -A• w job no.: P 12-096
so;F
.K; ;3•.;:.:.r , , ,; 48' 2'-10 5/8' 1'-8 3/4' 0'-5 3/4' 0.028 0.038 0.047 18" 4'-0. 2'-8' 2'-11" 2 3'-9' B 5'-1" 33 5'-$ 4'-0' NON -TRAFFIC ;o 0
OAWRRIBG h NPASPRUOURE AREAS ONLY. OUT
EXCAVANG k IMeItiIRUCBWE 24' 4'-0" 2'-8' 3'-5 2 3'-9• B 5'-1• 33 5'-4' 4'-0' A IMRWBAKRIRE ENGINEERING k� / /
cMt EI1Dn'RRINc DNOm 54' 3'-2 1/8' 1'-10 1/2' 0'-6 1/4' OA35 0.047 0.058 un. B40NIMG DMBm • OA DOMING ONtaox CN1L ENONEEPoNG CMSON date: 12 02 13
i SECTION Y-Y 15" to 24° 4D IMr ST. m3m 4.0 1Mr sr. 2B3pt 30' 4'-0' 3'-6' 3'-17" 2 4'-T 9 5'-1' 37 5'-4' '-10 42 NAY ST 26Wt HAY ST. 28701
(9101 4.U-1656 60' 3'-5 5 8' 2'-0 1 4' 0'-6 J 4' 0.042 0.056 0.071 (91a) /33-+656 36' d-0' 3'-6• 4'-6" 2 4'-7' 9 5'-1' 37 5'-4' '-10 (910) AJ3-1656 6) 43J-1856 drown b PDM
'O= TYPICAL 66• S-9' 2'-2 1/4' 0'-7 1/4" 0.050 0.067 0.084 CONCRETE BASE PAD y
BRICK DOUBLE CATCH BASIN 42. 4'-0. S-6. 4'-11" 2 4'-T 9 5'-1' 37 5'-4• '-10 DROP INLET WrfH GRATE
15" THRU 98" PIPE 72' 4'-0 1/2' 2'-3 3/4- 0'-7 3/4' 0.059 0.078 0.098 FOR DRAINAGE STRUCTURES 48' 4'-6' 4'-0• 5-5" 2 5'-4' 10 5-7" 45 '-TO'V-4' (ON TOP) ADOPTED FROM
ADOPTED FROM NCDOT STANDARD NCDOT STANDARD survey by: JTR
SHEEP 2
NO. 840.00 2 NO. 840.15 •, ,1 .1
DATE 3/18/2008 DRAWN BY CSA DATE 3/19/2005 DRAWN Of C.W. DATE 3/24/2008 DRAWN BY C.W. �� DATE C� checked by: JAYN
CAD FILE : BRICKDBLCB DR-4 SEA
N.T.S. CK'D BY JPB CAD FILE : CONBPPAD DR-9 SG1E N. T. 5. CNb BY CA CAD FILE : Dro nleta DR-11 . 1 504E N.T.S. CM0 BY CA 6
CAD FILE : 4ON27RC SCALE JPB
sheet no.:
Know what's below. C 19
Call before you dig.

i
1. CONTRACTOR SHALL REPAIR ALL SEWER LATERALS AND MAINS DAMAGED DURING
B. CROSSINGAWATERMANOVERAMWER WHENEVERITISNECE$SARYFORA
CONSTRUCTION. THE CONTRACTOR SHALL IMMEDIATELY REPORT ALL SEWER MAIN
WATER MAIN TO GROW MRRA SEWER THE WATER MAIN SHALL
THE PWC PROJECTCOORDINATOR.TOR. THE LONTPFCTOR
AN E BOTTOM OF
THE BOTTOM OF THE WATER MAIN ISgT
SANDHALATERATEfMMESTE
SHALL IMTMTE IMMEDIATE REPAIRS IN ACCORDANCE WITH PVYC bTANDAR0.4.
LEIAIDATSUCH
MOVE
SABOR OF
LEAST MR OF LAME%
CONDITIONSBARRIERS
LOCALCONDITIONSORBARRIERS"INANTMfER VERTICAL
VENT AN 18 INCH
UIE MARHOL%LHEL REINSTALLED (ITILRINGAEWE
2, SEWERMINNS,ED
IN H THE TER SEWER SHALBE
AR 9HgLL BE
CH
APPROVEDCWSHEET, INDICTING INSTALLATION DEPTH.
INDICATING
CONSTRUCTED FERROUS MATERIAL
CONSTRUASECTED OF MATERIE AND JOINTSE
JOINTS THAT
WATER
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTMGE OF IOFEETON
RA OF10F
3. TRANSFERINSOF
EACH SIDE OF THE POINT OFCfU)$,41NO.
LANDERSERWCESSHAANHOLICOMPLISHEO/SFOLLOWS:
MAINS,MANHOLEHAND LATERALS. SHALL
A. INSTALLALED
IFNEW
BE INSTALLED,BM BINV WFIV,
EHE
C. CROSSINGWATER UNDER ASEWER: WHENEVER ITI
B. CONNI PLUMBING TO NENLESS W
LATERAL, NECESSARY
LATERAL WBRING THE NECEWARY
HOLDING
CROSSU . THESARYFORA
TO CRO%UNDER M BOTHCTILEHIER MAIN
MTINGSDOSTINGPLUMBINGTONEW
E
FFTER CES
TH
AND THEM SHALL B
E HE SEWER MAWUTEPAL SHALL BE CONSTRUCTS OF DUCTILEIRON
CONSTRUCTED
ALLS I
SERVICESHAVE BE TO THE
C. AFTER ALLLTAFF ESHAVE BEEN TRANSFERBE
MATERIAL AND OINT ANDARDS
STFOR A
MAINOFCR
NCEMAI
SEWER SYSTEM SHALL BE PBANDJNEOINAWOROANCE WITH PMC
ACCORHE DANCE
DISTANCE OFIN FEET CHSIEQUIVEENTTOWATER LAN .
MCEOFIOMT SIDEOFTHEPOEPOI CPpSCROSSI3ECRON
REpU1REMEMS.
REQUIREMENTS.
HALT SE
OF WATER MAIN PIPE SHALL%C OF POINT Oc CRU861NG.
4. WHEN THE EXISTING MAIN IS NOT TO BE ABANDONED THE CONTRACTOR SWILL
D. CROSSINGSTORIADRANAGELINEST. A MINIMUM OFVERTICAL
UNCOVER THE MISTING CUt AND REMOVE
124-INCHES
SHALL MAINTAINED BETWEEN A WINES ER MAI W LATERAL
CROSSING
THE LEANOUTAND COMBINATION,
CLEgNOUTANO COMBINATION,pNp PLUG THE IATERALTO ABVJ00N
THE TO
UNDER ASTORM
CROSSING SE PIPE IS
USED,
OLDSEEXISTING
TIE OLD SERVICE.
DUCTILE IS MINIMUM ARCHESOF
SLY01DUCTILEINCHES
USED.IF DUCTILE IRON PIPE ISUSED,AESS
SEPARATION SHALL BE MAINTAINED, UNLE%OTHERNISEAPPROVED BY PWC.
OTHOFSISE D
ALLTHE REINSTALLED ATE OTTER MATERIAL
S. FEWEFROM
NY DEBRISACCEPTA
ENDURINGGS
FROM ENTERING THE ACTIVE UPONC
SEWER SYSTEM. UPON ACCEPTANCE OF THE NEW
SYSTEM.
ONTR
SEWER SYSTEM THE CONTRACTOR SHALL CLEAN THE NEW MAINS REMOVEALL.
CEBRS, ANDTiEN REMOVE THE PLUG,
B SEPAFAT=MQUIREMEM3:
A. UTEMLBEPpRATON OF BEWEII3MDWATERMAINS: WATER MANS SHALL
BE LAID AT LEAST 10 FEET UTERALLY FROM EXISTING ORPROPOSED SEWER
MAIWL MM,UNLESSLOCALCONDITIONSORBARRIERSPREVEWAIDFOOT
LATERAL SEPARATION - IN WHICH CASE:
I. THE WATER MAIN IS W D INA SEPARATE TRENCH WITH THE ELEVATION OF
THE BOTTOM OF TIE WATER MNN AT LEAST 161NCHW ABOVE THE TOP OF
THE SEWER MANMTERAL; OR
I. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
MAIWUTERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH
OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST IS NKHM MOVE THE TOP OF THE SEWER
MAIWLATERAL
GENERAL NOTES PUBLIC WORKS COMMISSION 11,10.1 DATE 1REVIs1oN
SANITARY SEWER UTILITY FAYETTEVILLE, N.C.
SHEET No. DWG. No. S.i wNc. Bv: Rvc WATER RESOURCES
+oE+ ENGINEERING DEPARTMENT
DATE: JULV 01 2013 APPROVED BY: JEG
2013S1 SEWER NOT%dvg
NOTES
1, MANHOLE MEETSEL WQ.
5. A DROP STRUCTURE SHALL BE
OF AMEX CATS,
PLACED WHERE PIPE VERTICAL
2. CONCRETE IS MINIMUM 10(M PSI
SEPARATION BETWEEN INVERTS
EXCEEDS 2SIT USES 6 DIAMETER
COMPRESSIVE SiRENSPH
MANHOLES WHEN DROP STRUCTURES
3. MATERIAL USED TO SEAL MOUND
AW NEEDED.
PIPE SHALL BE NONSHRINK GROUT.
S WITH THE EXCEPTION OF THE
4, MANHOLE SHALL BE CONSTRUCTED
MANHOLE WE SECTION, ALL
OF PREDATE CONCRETE. FIBERGLASS
OTNERMATERMLS, INTOILATION
MANHOLE ISNOTACCEPTARE.
ANDWORKMANSHIPSHALLBE
B
IN ACCORDANCE WITHME PWC
STANDARD MANHOLE DETAILS.
T. DOGHOUSE MANHOLE SHALL E FREE
®
OF LEMS AND HAVE NO SIGNS OF
VISIBLE LEAKAGE.
®
& MANHOLES GREATER THAN 121N DEPTH
SIMILWWEMIN EXTENDED
SHELF DETAIL
9. SEE STANDARD MANHOLE DETAIL FOR
MANH DETAIL FO
SHELF__.__ \\
g001TIONAL REQ111HEMENTS.
MOTION A
LONSTRIICT N VERi M
40° MIN,
ACCORDANCE WITH EPIC
STAMTAROS CONCRETEINVERD ADD
R
AC N T
NEW
TO BOTTOM OF PIPE
SANITARY
SEE SHELF DETAIL FOR
SP
SHELF
CONSTRUCTION. i
E
NONSHRINK
SEE SHELF DETAIL
FLEXIBLE RUBBER BOOT
ry
GROW
(SOLID BRICK B MORTAR)
FAMENEDW/T304STNNLE%
SEALMNULU90VER
STEEL KORBAIJD TO MH
AND MOUND PIPE AT
-REINFORCING MEET
T300STANLE%STEEL
OOGHOUSEWITHSC1L10
ISO MAX.
WINED.
ASTM A1050.1230.IN.
PRE CLAMP
BRICKMDMORTAR i
WMIN IF FORMED,
$
IF UNFORMED EMEND
NEW SANITARY SEW S
b m a
af`To UNDISTURBED SOIL
AND UP TO SPRING LINE
MANHOLE FAIR MOTION
F
OF PIPE
$HALL BE SUPPORTED ON
°'
C
MONOLITHIC EDIFICE CONCRETE
4XI'X10• SOLID CONCRETE -
EXIST. SANITARY
•�
INVERT AND BASE PLACED IN
BLOCKS STACXED2 HIGH
FEWER OUT
FIELD TO BOTTOM OF PIPE.
1B0°MART.
REMOVESUSTINGTOPOF
6xBNBXW9 WWM
8067STOMPACTED
Obi STONE
PNEABOVE SPRING LINE AFTER
BASE ONLY {
ICI
SEAL ANNULUS OVERLAID
ACCEPTANCE OF MANHOLE BATE BY
0' MIN. COMPMTED
-(IIIII
MOUND PIPE AT DOGHOUSE
PWC. CONTRACTOR SHALL SAW CUT
AND REMOVE EXISTING PIPE CROWN
NO 57 STONE IL
UNDISTURBED
WRHPDLIOBRCKMOMORTM
TO FORM OPEN INVERT }ROUGH.
4WEIVESDUDCONCRETE
SUBGRACE
NO DEBRIS SHALL BEALLOWED
BLOCKS STACKED 2 HIGH
BBWRXW'8 WWM
TO ENTER SANITARf SRVBi
100•APPAT
SECTION Bb
BASE ONLY
DOGHOUSE MANHOLE
PUBLIC WORKS COMMISSION
INI
DATE
I REVISION
1
nnsroe
MADE CNMGES TO NOTES
N.T.S.
FAYETTEVILLE, N.C.
SHEETING
DWGND, S'3
DWG, BY. PAC
WATER RESOURCES
�
1OF1
ENGINEERING DEPARTMENT
1DATEIJULYT1,2013
APPROVEDBY: JEG.
FRAME PLAN
WE COVER
_:_
♦ _
i\1�PICK SLOT DETAIL !I =;I
ITCH..... title mH TMII m
NOTES:
1. DETAIL TO BE USED IN PAVED AREAS ONLY. ALL OTHER
ARMHOLES SHALL BE IN ACCORDANCE WITH DETAIL SA
UNIESSOTHERWISEAPPROVED.
2, MANHOLE FRAME AND COVER SHALL SE MADE OF GRAY
CAST IRON CONFORMING TO ABIM SPEC. AAR33 CT 3LV35
RESPECTIVELY, MANUFACTURED BY SAME MANUFACTURER.
ALL CASTINGS SHALL CONFORM TO THE SHAPE AND
DIMENSIONS SHOWN. THEY SHALL BE CLEW AND PERFECT,
WITHOUT BLOW OR SAND HOLES OR DEFECTS OF ANY KIND,
TENDING TO IMPAIR THEIR STRENGTH. NO PLUGGING OR
STOPPING OF DEFECRNE HOLES WILL BE PERMITTED.
3, CASTINGS SHALL BE UNPAINTEDANO SHALL HAVE THE
LETTERS'PNGFAY-NC' AND "SAW?MY SEWER' CAST INTO
COVER. LETTERS SHALL BE RAISED AND CLEARLY VISIBLE.
4. MANHOLE RING AND COVER SHALL WITHSTAND A
VEHICULAR TRAFFIC. ROCKING COVERS SHALL NOT BE
ACCEPTABLE.
5. MINIMUM AVERAGE WEIGHT: PLUS OR MINUS I RING 175155.,
COVER 135 LBI UNIT$10 CBS.
6, PERFORATED COVERS WILL NOT BE ALLOWED
P ly FRAME FVM'-
BED OF CLEAN FRESH /1!
a pt TAyA MORTAR(TYE) J 1
31•
0 CONCRETE COLLAR -PAVED AREAS
>' a THICKNESS PSI CLAS6'A•
CONCWTECOLLM"NIAIR
yE Wpp O ENTRAINMENT ALL AROUND FRAMS.
A (WHEN UTILIZING CONCRETE GRACE
N RINGS THE CONCRETE COLLAR SWILL
EMEND TO z [R BELOW THE TOP OF
COVER A46A3,CLW CONE.)
COVERFACE
STANDARD TRAFFIC AREA MANHOLE PUBLIC WORKS COMMISSION INCIRATE
RING AND COVER FAYETTEVILLE, N.C. + JM DS CHANGED!
NJ4. ,�O• 2 JULY06 ADDED NO
SHEET No owG'No, S7 OwG. sr: R2 WATER RESOURCES ���% 3 FEB O] REwsED Nl
I OF DATE JOLY01,- APPROVEDBN JEG ENGINEERING DEPARTMENT 4 JLnr 9. WVISEDA
;PHALTMICK
SEWER SERVICE LATERAL NOTES
1. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH
11, SEE INTERIOR DROP STRUCTURE OR SLIDE, MORTAR SLIDE
SHELL CUTTER NO HAMMER TAPS ALLOWED.
SHELF DETAIL FOR VERTICAL DROPS OF MAINS AND LATERALS.
2, LATERAL SHALL CONFORM TO ASTM SPECS. D-MU
12. LATERALSLESSTHM TIN DEPTH ORGREATERTHANWDEPTH SHALL
SDR-28 UNLESS OTHERWISE INDICATED AS D.L
UTILIZE DUCTILE IRON PIPEMD FIRINGS WITH CERAMICEPDXY
RROTECTO 401)
3, ALL PIPE & FITTINGS SHALL BE 4. OR V UNLESS
OTHERWISE SPECIFIED.
13. ENTIRE SEWER LATERALA%EMBLY SHALL BE AIR TESTED
CONCURRENTLY WITH SEWER MAIN.
4, ALL D.I. PIPE SHALL HAVE AR INTERIOR LINING OF
LEMMIC EPDXY (PROTECTO WED THE ENTIRE O.I.
14. INDIVIDUAL LATERALSSHALL BECLEARED AND FLUSHED PRIOR TO
LATERAL SHALL COMPRISED OF D.I. PIPE 8
FLUSHING SARITgRY %WERMNNS.
FITTINGS.
MECHANICAL JOINT FITTINGS.
15. LATEPALSHALL NOT BE BACK -FILLED UNTIL INSPECTED BY THE RVC
B ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS
PROTECT COORDIHATOR.
INSTALLED.
16. N'VE CONNECTIONS SMALL NOT BE USED TO TIE LATERALS INTO
0. SMITHY FEWERSERVICE CIO STACK SHALL BE
MANHOLE.
LOCATED 13F' FROM FROM WATER SERVICE LOCK VALVE WHEN
IN THE SAME DITCH,
BY THE PROJECTCOORDINATOR,UNDISTURBED
t]. IF SENDSMJEREQUIRED
EBTOO INSTALLED FROM UNDISTURBED (SEE
BEDDING IS (SEE
T. OTHER THAN AS SHOWN MUST BE
SOILT
DETAIL S]2)SOILID BOTTOM OF BEND.
APPROVED
APPROVED BY THE RYE.
BE MOLDED BEND.
18. FIVERGE,
B. CONNECTIONS TO THE TOP MPIPROVED NOTHE
EN RAPPROND
By D EQUTEO,
SOR2G, AS MANUFACTURED BY HARCO,GPK OR APPROVED EQUAL.
AS MATION NUFACTURED
UR
IS
ALLOWED, OTHERWISE APPROVED BY THE RYC
OORDI
PROJECT COORDINATOR.
19, NOMORE TER 4, INCH ITERALS ORAL SIXINCHLATERALS
DIAMETER THAN
$HALL ENTER A 4' DMMETER TERMINAL MANHOLE. NO MORE THAN 2
9. SLOPE OF THE LATERAL L BE
PTHBY
LATERAER (WGMAN LE ENTERAL OTHER
ETOPOGERVICE
THE LOTAS
DETERMEDBYTTHETOPNGMPHY OF THELOTAS
DETERMINED
SSHHALL
ALL LATESHALL HAVE DIVID
DIAMETER MANHOLES. ALLI
THE PWC ENGINEER OR AS INDICATED ON
SHALL IF THE
THOUGH MANHOLES SHALL BE USED IF THE MOVE
THE DRAWINGS.
THE DRAWINGS,
ONDITI NSA RE NOT
CONDITIONS ARE NOT MET.
M LATERAL SHALL CONFORM TO THE 2%MINIMUM SLOPE
20. ALL LATERALS(PANDS•) SHALL UTILIZE A4• RISER (STACK).
FOR THE 4' ORTHE 1%MINIMUM SLOPE FOR THE li
MP%IMUM CLEAN OUT SPACING FOR 4' PIPE ]5' fi' PIPE
21. REFER TOOL TAIL SA2 FOR SEPARATION REQUIREMENTS.
iW'.
THE FOLLOWING TMLE SUMMARIZES THE MATERIALS TO BE UTILIZED FOR
SEWER MAIN TO LATERAL CONNECTIONS'.
PVC MI
DI MMn
01 LNb NBI
DIRNM
mm.
PVCLWRd
PVC W., B, OdoM
MJ RdIn•wNN trenNtlen BOAR
OIMM
SEWER SERVICE LATERAL
PUBLIC WORKS COMMISSION
IT
DATEEME
REVISION
NOTES (4-INCH AND 6-INCH)
FAYETTEVILLE, N.C.
,
uTV IB
WseD HITTES 4&.ADDED
SHEETING
DWG.NO. $,1'
DWG.BC PWC
WATER RESOURCES
2
CT 11
VISED NOTES
1 aF1
DATE: JULYD1.2D13
APPROVEDBY: JEG
ENGINEERING DEPARTMENT
3
M.13
EVISEO NOTE. AND ADDED TABLE
PIPE SIZESF
MANHOLE SIZE
I MIN. WALL THICKNESS
I MIN. REINF. STEEL
1 MIN. BASE THICKNESS
21'fl LE%
d8'DOVAETER
5'
A6TM A-165012 SCI
1 B•
24'-39'
ti
ASLM A185015 MAIL -I
IF
42'
-80'DIMIEIER
]2'DIAMETER
T
ASTM A-185815 SDI
1 S'
MANHOLE DIAMETER SIZES MAY BE ADJUSTED ON THE PLANS TO
REFLECT SPECIAL CIRCUMSTANCES. REDUCING SLABS ARE NOT
ACCEPTABLE ON MANHOLES LESS THAN OR EQUAL TO F OIAMETER.
CAST IRON FRAME&
COVER SEE DETAIL
MBX.(3)4', (2)W, OR FLEXIBLE BUTYL RESIN
$ ? (1)T GRADE RINGS ® SEALANTORRUBBERGASKET MANUFACTURER INSTALLED POLY
3 SEE NOTE 13, JOINT. PROPYLENE COATED
Tx In ® STEP OVER INVERT
OUT SEE STEP DETAIL.
i JOINT 10• SEAL INSIDE AND OUTSIDE OF
p_ 0
SEALER
JOINT WITH FAST SET MORTAR
F w
SMOOTH FINISH
bo
U�
¢W �,cT ury eenne erre.m NeiiN
RVC RINGAND COVER SE
DETAIL (2 TYPES OF RING AND
COVERAPPVM
CONC. GRACE RING MAX. 3
4',(2) B OR 1 2'. SEE NOTE
,3.
ECCENTRIC REDUCER
_�JOINT SEALER
EE LIFT HOLES
FIE){. BOOT
v
CONNEC OR
CONE. BRICK AND MORTAR AVERT
OIN SEALER
¢-
I
FIELD TO OF
j
OUTLETPI E FDETAHEIGHT
DUVET PIPE SEE SHELF CETAILPAL
AROUND PIPE
-REINFORCING
J
SEECHARTABOVEPEEWEE
DETAIL
_
BEE CHVET �-SEE
NOTE 3
m�
F MIN. COMPACTED NO 57
eFLUSLE
STONE
EPDM RIBBER
-
III III IIIII
OOT
__
-
ANITARY SEWER IDUT)
UNDISTURBED SUBMADE
SEALANNULUSAROUNOPKEAT
ENTRANCE WITH NCNSHRINK
O V STONE
GROUT.
PUBLIC WORKS COMM ISSION
No
DATE
REVISOR
STANDARD MANHOLE
FAYETTEVILLE, N.C.
1
EBW
REATED52A ADDED NOTES 131]
DVVG. NO. 5.2
DWG. BY. RAC
Nova
2
ULY 13
DEED SHEET 2 OF
SHEET NO
WATERRESOURCES
DATE: JULY01,2013
APPROVEDBY: J.E.G.
1 OF2
ENGINEERING DEPARTMENT
MI Y52 STANDARO MANHOLE do
ew,TXNGYPEBN »nERT
9PRINGLINE OF PIPE
In'ix10F NCwxGw,4.
CAL AROUND
NONSH RMN GPOVTSLIOE STIRR.b.
x.PFF In. I¢W wxEl¢
IPE
VOE 12 pIF£PLACEOIN FIELA SOLIDLIGN
I.H��
SIE3
CONCRETEJVMBOBRCKMAYPE
mxs Nwuanw wEaunLVER
EA mwUT
INVENT
USED TO BVILG UP INYFATTOGxEwT
INFAR QUANTITE3
.REDUCEM
,EBDDE$HALL
BE INSTALLED ON
PIPE
TOP OF SHELF WITH ATROUGH
RI.ETµo
SFIPESLICEDETAIL
i0 DIRECT FLOW INTO TIE
HELF
SEWERcwrmx•,ipa
INRA, amtncx�LOWCHµNEL
AWNEIGHT
MYMp1F vETNxHAPETOY4
OF OURET
IPE.IN
En..FN
evr,asawwx ILO m.Nm
NITS
UM.H,
BEGIN SHELF TRANSITION
.IX
AT. HEI.M.F.UIEST
.IXUB' 9E.
PIPE 1:12 MIN
hm
MAuxEE NE08
ALIGN STEPS CONCRETE SHELF %OLEO M
ALIGN STEP&
EFNI EP
En'N'EEKPPWEn BYMC
OVER IXYERi BEU
OVERINVEM -
N Fd
OUT JUMW D ICRMAYBEO
JUMSo REEKMAY
TO BUILD UP INVERT TO
OUT
RpW.,EW,EMENtS
ta. WiY..I.OKE
SEX -AROUND REDUCE MORTAR QUANTITIES.
SHELF
vPIPTAIFnrs AYLIT.NtuTExus
PIPE BMLDTROLGNTO
EMExxG Vµxc A. PL TINE➢ IN WT 011y
&PRINGUNE OFPIFE
uI u' .TIR15P
ON EXISTING MANHOLES
IRE P+',wtFS OBE ei81®V+L L/ITEPnu OTIEnn'
BOTTOM OF FOOT REASSH ALL
_ BE SET t•MOJEbHELF
/-
xyxiay,ll, ,T-1. NAN.IIs,uu
6EIWP` �xEAanBT�a UJ4ueIw
MORTAR
SLIDE 5.5.
u�wNeF
SHELF-xOu],E
TxwxSUTEw.Ls sxNe Exrtaes
vuEcrEx TEOxu v-w
_
�
, T
vrcwx. TESTEowu'aNVNx£
eS
W PNcs el�Pm
N
SLOPE
TOP OF CONE SEA AROUND
PIPE
FLONCHANNEL SHAPE
MAN. TOWARD TROUGH
INVERT SHALL ENTER MAX, TGWARO TROUGH.
T03N HGGHTCF.
PIPE.
MANHOLE I-HISPROVE LOW CHANNEL SHAPE
MORTAR SLIDE DETAIL SHELF RYPI TO M4 HEIGHT OF CUTLET
WS
PIPE' SHELF DETAIL
NTS
PIPE SLIDE, MORTAR SLIDE
PUBLIC WORKS COMMISSION
NO.
DATE
REVISION
AND SHELF DETAILS
FAYETTEVILLE, N.C.
II
JAN.Ds
JAGGED NOTE&
DWG NO.
DWG. BY: PWC
2
FES OT
ISED NOTE BSLIDE DETAIL.
SHEET No.
5`4
WATER RESOURCES
ACCED ROT% to 111z
t OF,
ENGINEERING DEPARTMENT
DATE JULYD1,2013
APPROVEDBn JEG,
201354 PSLIDE.Us,
NOTES:
12 GRADE 60
L COPOLYMER POLYPROPYLENE PLASTIC
STEEL REINFORCEMENT
STEP SHILL BE PLACED IF GC
IN ALL STRJCTLRiES 5' DEPTH OR
GREATER-
2 STEPS SHALL BE INSTALLED BY
ALIGNED OVER STRUCTUREINVERT
OUT.
3, DIMENSIONS SHOWN ARE TO CONVEY
THE DESIRED SIZE OF THE STEP. STEPS
SECTION'I
OF SIMILAR SIZE AND CONSTRUCTION
MAY BE ACCEPTANCE FROVroEO
MATERIAL SUBMITTAL IBAFVRDVED
SYFWC.
4, MATFFIN-s OF CONSTRUCTIQV PAV
METHOD OF INSTALLATION SHALL SE IN
ACCORDANCE WITH OSHA STANDARDS
MOASTBI C<I6.
SERRATED TREADS WIDE ENOUGHTO
PLAN VIEW
FRONT VIEW
OP
1 fld' aye•
ARMHOLE WALL :e
s•MM. x SIDE VIEN ISOMETRIC VIEW OF STEP
NO. DATE
STRUCTURE STEP PUBLIC WORKS COMMISSION REVISION
rvTs. FAYETTEVILLE, N.C.
SWUNGg,B TWO. BY: FOUL WATER RESOURCES
1 OF1 DATE: Jm.r 51, 2013 APPROvsO Bv: JEG. ENGINEERING DEPARTMENT
20'
10' MIN. HORIZONTAL
SEPARATION SETWEEN WAFER
ANDSEWEROD TOOD
IT MIN. FHORZONTAL
SEPARATION BETWEEN WATFF
AND SEWER GO TO OD
- WATER MAN
HE MINIMUM SEPARATION
i CLENNOUT SHALL E SET
I EXISTING STORM GRAN
BETWEEN BOTTOM OF WATER
TO ELEV. INDICATED ON PLANS
EXGAS
AND TOP OF SM SEWER
0
EX UNDERGROUND
OTHERWISE, KIM THE
CROSSING IN ACCORD WITH
ELECTRIC
LATERAL BWATER MAN SHALL
REQUIREMENTS UNGERGROUND
BEDT. IFWATERMAIN ISEX,
ONLY MAKE BE LATERAL DI.
ELECTRICAL CROSSINGS
f1
A CROWING IN ACCORD WITH
SEWER
REQUIREMENTS FOR UNDERGROUND
ELECTRICAL CROSSINGS
24' MINIMUM SEPARATION FJOSTING�
IF SEPAAATION
BETWEENBOTTOMOFSTOBY STORM ORNN
BETWEEN BOTTOM OF GAS
�� CLEANOUT SHALL BE SET
AND TOP OF SAN SEWER,
AND TOP OF BAN SEWER
FO ELEV. INDICATED ON PLANS
OTHERWISE LATERAL SHALL
SEWER
BE OL
MAIN
,8' MINIMUM SEPARATION
BETWEEN BOTTOM OF
N BOTTOM CF GAB
\
AND TO
BETWEEN BOTTOM OF WATER AND TOP Of SAN SEWER
AND TOP OF SVN SEWER,
\ 24• MINIMUM SEPARATION
IT MIN, HORIZONTAL
OTHERWISE, BOTH THE
\\\ BETWEEN BOTTOM OF STORM AND
SEPARATION BETWEEN WATER WATER
MAIN LATERAL& WATER MAN SHALL TAP OF SON, SEWER, OTHERWISE
AND SEWER OO TOOD
GK BELL IFW I IS
EX., LATERAL
W ER
ONLY MAI(E SS LATEpAL
O(. ALL VERTICAL SEPARATION
&EPARATON SHALL BE IN
EXISTING
UNDERGROUND
WITH STATE
ACCORDANCE WITH STATE REGOIATroNS.
ELECTRIC
2 THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
IF MINIMUM SEPARATION
CLEANOUT SHEL R EFF
ONLY.
BETWEEN BOTTOM DEVIATOR
TO ELEV. INDICATED ON PDUNS
AND TOP OF SEWER
3. THE CONTRACTOR SWILL BE REQUIRED TO VERIFY ALL EXISTING
UTILITIES BOTH HOO20 MpVERTICALLY TEACH
BOTH
BOTH THE
G PRIOR CONSTRUCTION OF LATERAL. TO INHERE
L,TOTHERWISE
CROSSING
.
PROPER
PROPER CLEARANCES ARE MNMNWD.
CLEARANCES ME MAINTAINED,
BEDI IFAWATERMNNSHEL
BE DI. TF WATER MAIN Ib IX.,
Sp
REQUIREMENTS FOR UNDERGROUND
REQUIREMENTS FOR UNOERGROUNO
ONLY MAW WLAFEMLDL
ELELTRICE CROSSINGS
q ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS
INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
SEWER
iMAIN
COORDINATOR PRIOR TO INSTALLATION OF KIND OR EXTENDING
10' MINIMUM SEPARATION
THE LATERAL FROM THE MAIN.
I EXISTING
BETWEEN BOTTOOF GAS
STORNo RAIN
ANp TOP OFSM SM EWER
5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
ABLE
SHALL BE APPLICABLE.
29 MINIMUM SEPARATION
BETWEEN BOTTOM,
BREFMATO UNDERGROUND ELE NAL
OUND
ANDTOP MOTHEHWISE
OTHERR
NDERG ELECTRICAL
INFORMATION WHEN CROSSING UNCERGROUPID ELECTRICAL
LATEM13HgLL%DL
SHIB
FACILITIES
SEWER SERVICE LATERAL
NQ
DATE
REVISION
PUBLIC WORKS COMMISSION
UTILITY CONFLICT SEPARATION
FAYETTEVILLE, N.C.
REQUIREMENTS
1
AN Ds
REVIs3u rvoTEs1 ANDS
SHEET NO.
DWG,NO 'S'12 Owc. eY FIND
WATER RESOURCES
z
NOV o6
MDE0 NOTE ON DI LATERALS
1 DF,
-
DATE: JULV 01, 2D13 APPROVED SY:
ENGINEERING DEPARTMENT
3
10
ACDEO LATERAL &WM SEPARATION
2013S12 UTIL CONFLICT
MOTES
13. CONCRETE GRADE RINGS SHALL NOT BE USED FOR ABOVE
1. PRECAST REINFORCED CONCRETE MANHOLESSHALL%IN
GRADEADJUSFMENFS(T.,OUfFALLARNS), USEOFGRADE
ACCORDANCE WITHASTIACJ]B
RINGSAAEALLOWABLE INVAROARE ANDPAVEMENTWHERE
THE RING AND COVERAREATGROUND LEVEL.
2. MINIMUM CONCRETE COMPRE%NE SIWNGTI SHALL BE 40M PSI.
14. THE MINIMUM SLOPE ACROSS THE INVERT OF THE MAWKJLE
3. MANHOLES GREATER THAN 12 DEPTH BRAT HAVE MINIMUM 6•
SFWI BE I%, UNLE% OTHERWISE APPROVED BY FINE.
EMENDED WE.
15. THE EXTERIOR MANHOLE RISER JOINTS, INCLUDING THE JOBD'AT
4. FLEXIBLE BUTYL RESIN JOINT MALAWSFULLL BE INACOOROANCE
THE CONE, SHALL BE SEALED ONTIE OUTSIDE BYAN APPROVED
WITH ASTM CNK. RUBBER GASKET JOINTS SHALL BE IN
JOINTWMP, THE WRAP &HALL BE INACCOROANCE WRH PIVC
ACCORDANCE WITH ASTM 0443.
SPECIFICATIONS.
5. FLEXIBLE EPOM RUBBER SOOT CONNECTORS SHALL BE IN
16. MANHOEBOOTFORLINCHLATERALS. SHOULDRBE
ACCORDANCE WITH ASTM CM.INSTALLEE/BY MANUFACTURER
NECESSARYTOBSTALLA4-INCHLATEPALINMAMMIHOLETHE
WITH STAINLESS STEEL COMPRE%ION RING AND T&I CLAMP.
RUBBER BOOT THAT THE LATERAL IS INSERTED WO WALL BE
CONNECTION TO MAIN SHALL BE BY CONTRACTOR WITH
SECURELY FASTENED TO TIE CORE HERE BY UTILIZINGA
STAINLESS STEEL PIPE CLAMP.
STAINLESS STEEL BARD THAT IS TIGHTENED USING A JACK ORAL
TORQUE WRENCH OIRECTORIVE. FKAMSTANICARDWEAND
0. CONNECTIONS TO EXISTING BHINJIL BY WRING
TOROVE
STEPDOWNBWTHE
STALLIMANHOLES
OOTC
INSTALLING REX BOOTCONNECTOR. CO
BE SUPPMETHOD ED MANUFACTURES. TYPE BANDS
ES.
NOT ALLOY/ DEBRIS TO ENTER SYSTEM.
NOT ALLOW DEBRIS SYSTEM
SECURING THE 300TTT THE MANHOLE HAUB
OR METHOD OF %WRING THE SOOT TO THE MANHOLE SWLLL BE
ACCEPTED
]. MORTAR DIN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS
ACCORDANCE ITQUICKFATNGRS RECOIMMENDATIONS
THE
FOURAMETES
GFOR 3PIPE 5INCHESITE
WAIL
DIAMETER RANGE OFTHE BOOT SHALL BE 3S INCHES 10425
RANGE FT THE
8. MANHOLE STEPS SHALL BE INACCORDANCE WITH ASTM CATBAND
INCHES.
OSHA REGIILATION3. rYIGN STEPS WITH INVERT OUT.
FOR FOUR IRON TIE PIPE OUTSIDE
FTHE
9. NOT ALLOWED STANDING WATER IN
RANGE
DIAMETER EITHER BE AS FOR VC OR
S ALL EITHER
INVERTPRECASTINVEROLE IS
INVERT OF MANHOLE IS NOT ACCEPTABLE.
4.251MA^ LEG T04.81 INCHES.
III VERTICAL DROPS BETWEEN THE INFLOW PIPES AND OUTFLOW
IN ALL CASES, THE BOOT SHALL BE TIGHTENED ON THE LATERAL
PIPES SHALL REQUIRE THE FOLLOWING:
BY MEANS OF SINGLE STAINLESS STEEL STRAP,
A. GREATERTHAN25'SEEDROPSTRUCTIRE
DETAIL (MIN. 5' DIAMETER MIN REQUIRED).
THE LATERAL INVERT SHALL BE AT TIE TOP OF THE SHELF,
B. Pi025'SEEP IPE SLIDE DETAIL.
C. LESS THAN ISEE MORTAR SLIDE DETAIL.
17. NO MORE THAN 4, FOUR INCH LATERALS OR 3, SIX INCH LATERALS
SHALL ENTERAW DWAETER TERMINAL MANHOLE. NO MORE
11, AN ECCENTRIC CONE SHALL BE MUZEDON ALL MANHOLES,
THAN 2IATEMISTNEMiMDLE% OF SIZE) SHULL ENTERALL
UNLESS OTHERWISE APPROVED BY FINE.
DTHER4'CIAMETERMMHOLES. ALLUTEPALSSHALLHAVEAN
INDIVIDUAL TROUGH. 5' DIAMETER MANHOLES SHALL BE USED IF
12 INVERT ON PIONS IS TO MANHOLE CENTERLINE.
THE ABOVE CONDITIONS ME NOT MET.
18. NO NOW THAN 5 LATERALS SHALL EWER A S' DIAMETER
19, USE OF T=EWYES ON LATERALS IS HOT ALLOWED,
M ALL MANHOLES SHALL BE VACUUM TESTED IN ACCORDANCE
WITH RNC STANDARDS.
PUBLIC WORKS COMMISSION
Bo.
DATE
REVISION
STANDARD MANHOLE
FAYETTEVILLE, N.C.
t
1108
FATED DETAIL, ADDED NOTES I4-20
TWO, NO. S.Z
°Wc. er: FINE
2
7/13
ISED NOTE39, 10111.15
SHEET No.
WATER RESOURCES
2 OFz
DATE: JULY 01, M13
1 APPROVED BY: J.EG,
ENGINEERING DEPARTMENT
201352 STMOARD AMNHIXE.O.p
F MIN, SINGLE WIDE TAPPING SADDE WITH STRAP
STAINLESS - AND ALIGNMENT FLANGE
EE STLSTWW T IMAGO OR APPROVED EQUAL).
SEE TABLE ON Sit
I I
FLOW /-4.OR6' EXTENDSTACK1FMINABOVE T-6
INLET GRADE WITH GLUE CM. FOR I
/ TESTING, AFTER TESTAE RYPJ
PVC SCR-26 OR DJ. TEE • ACCEPTEDADJUSTSTACKTO q¢
PROPER GRADE AND INSTAL
8
SEE NOTES ]BBIXJ Git PERMANENT CLFANWTGAP w
STANDARDTEE $� ASSEMBLYF-VMIEs r &
CONNECTION TAPPING SADDLE 1 - - CAP SHALL HAVE
(OPTIONAL) T COVERNCNTRAFFIC
NOTE.TAP SHALL BE 410 RJMRSHAJA_M4'SOR- REPS ANZ'BE
?B PVC SE TAT GRADE INeRPAVED
FOR 4.LATERAL,
AND
EXCEPT R SHALL BE 4• D.E. IF THE AREAS
SHALL BE 610 FOR W LATERAL ITSELF IS DUCTILE IRON PERMANE W ASSY
LATERAL. SEE CLEANWT GAP ASSY
GLUE CAP OR MJ CAP
STONE 5F MLL BE OPE2% Oµ4 MATESTING (TO
N)
M\N EXTENDED TO BED EL OF�A -
LATERALCONNECTION 1'p»�INML - -- EXTEND %TO WOR
FROM UNDISTURBED SOIL �NOSEI IIII PROPERTY UK(D.I. OR
PVC, DEPENDING ON
0
CASTG -i III III III - III LATERAL MATERIAL)
THREADED
TIIRON PLUG ED + -III -III - EVE SCOMBINATION�GAS EE ED
I=I II III IIII IIII-I II II_ NOTE IKON S.11)OR
TRAFFIC CAP III - - III MECH JOINT FITTINGS,
® CY�J III- III III -III III - III IF D.I. LATERAL.
-
THREADED CASTIII=`�LIII-
IRON HUB - `UNDISTUWEDSOIL
T
STAINLE% J IN
STEEL HOSE
C4- A AP' .C.GL T04' CJ.TIASTIC
MIN. 1IJ THICK EPoM COUPLING
C/O CAP ASSEMBLY NOTES SEWER
SERVICE
SEWER SERVICE LATERAL PUBLIC WORKS COMMISSION NO. DATE REVISION
(4-INCH AND 64NCH) FAYETTEVILLE, N.C. I JANOT REVISEDCONNECTKJN
SHEET rvo. DWG No. S.�p DWG. BY: I WATER RESOURCES 2 JULYDB DDEONOTM FORIELATERALS
f OF DATBY JEG ENGINEERING DEPARTMENT a J.
EVI%O E:JuIr DI, 2013 AwftovEO NorFS
2013SIO ma46
NOTES:
1. ALL EXCAVATORS SMALL COMPLY WITH THE TERMS AND
CONDITIONS OF THE CONSTRUCTION STANDARDS FOR
SEE PAVT PATCH DETAIL FOR EXCAVATIONS M OSHA -SAFETY AND HEALTH REGUwTKINS
LAST BOF FILL IN PAVED AREAS FOR CONSTRUCTION, CHAPTER"" I OF TITLE 29, CPR, PART
(. 1926, THE CONTRACTOR SHALL HAVE A COMPETENT PERSON
Oq COMPACTED TO 95%MAX. DENSITY ON THE JOB AT ALL TIMES AND SHALL EMPLOY A PROFESSIONAL
AS DETERMINED BY MEN DEBI ENGINEER TO ACT UPON ALL PERTINENT MATTERS OF THE WORK
2. REDOING MATERIAL QUANTITIES ME CALCULATED BASED
- PCq, ON THE FOLLOWING TRENCH WIDTHS. BEDDING MATERIAL SHALL
p
I -R I I BE INSTALLED REGARDLESS OF PIPE MATERIAL.
„ IIIII -, II FOR4YFQPOIB-8 �&
9 III-IIIII_�1 III IMF III L- FOR RCPIDI B-B'. D=5'-6•
FOR30. 30'RCP/DIB-d$' D=4'E•
R
IIIII._ FOR 2P EVOA B-4 TYi FXCFIDI3: '-P
FOR 18• PVGDI B R3'
_ FOR 1S FVCNIB .D=3'
FOR 10
PVCIDI B=2, D=3'L'
UNDISTURBED SOIL IIII IIII-
�" FOR.- PVC,OI NET,OE3'L'
o Fj 3 THE BEDDING MATERIAL SHALL BE GRPNUVR, CLEAN, COARSE
MCHFILL SHALL BE PLACED IN PEA GRAVEL, OR WELL GRADED CRUSHED ROCK
T LAYERS AND COMPACTED PLACED IN LAYERS NOT TO EXCEED V LOOSE LIKE FOR
TO RAN MAXIMUM DENSITY AS THE FULL WIDTH OF THE TENCH.
DETERMINED BY AEON M90 {T
TO IT ABOVE TOP OF PIPE l0 4. BEDDING SHAUL BE THE
LOWING COANDPAIDFOR IN
J CLASS 8 RACE WITH THE FOLLOWING CHARTTO RRODUCE
SELECT BEDDING MATERIAL CLASS B BEDDING.
NO OVERAGE ALLOWED SEE FOR IT PIPE.0opEM. OF PIPE
- FOR 12 PIPE Op3IB, OF PIPE
NOTE 4 (MIN d') FOR 1S PIPE 09, IL OF PIPE
III(TWE) FOR IF PIPE 13y,3M. OF PIPE
SUBBASE SHALL BE UNDISTURBED /IFOR 2P PIPE 15Od3,T. OF PIPE
BOIL. WHERE SOIL IS DEEMED J FOR 3D PIPE.19PUNIL OF PIPE
UNSUITABLE BY THE MC PROL I PIPE DW FOR 3C PIPE 25OE541. OF PIPE
AUTIORIZEDAREA SHALL BE UNDERCUT FOR 47 PIPE 321 OF PIPE
FOR d6`PIPE 30 yR, OF PIPE
ANT MCKFI ARE WITH SELECL REDOING
b
MATERIE. MFASNOT AUCKFILUG0
B
�- S BEDDING MATERIE SHEL EMEND TO UNDISTUR%DTRLlNCH
AS UNDERCUT SHALL BE 84CKFILLFD SEE NOTES t 82.
WELSMD TRENCH BOTTOM.OVEMCE OF BEADING MATERIEL
AT CONTRACTORS EXPENSE WITH
WILL NOT BE PAID FOR UNLESS SPECIFICALLY APPROVED BY
SELECT REDOING MATERIAL . THE IN THE A W AMOUNT
OF TH AUTHORIZED
SHALL ONLY Y, PAID
FOR IN THE AMOUNT OF THE AWHORIZEO QUANTITY
S. BEDDING MATERIAL SMALL BE PROFERL1f RODDED MOUND
THE PEW HAUNCHES.
T. CONTRACTOR SHALL USE TRENCH BOX SHORING M ALL OPEN
CUTS IN PAVED AREAS, TRENCH WI BE MAINTAINED
AT THE MINIMUM PRACTICAL WIDTH.
SEWERBEDDING PUBLIC WORKS COMMISSION NO. DATE REVISION
N.Tb. FAYETTEVILLE, N.C. 1 -TS REVISMNOTES
SHEET No. OwG. No,,
DWG. Br FIVE WATER RESOURCES
1 oFt DATE: Ju,., z APPROVED eY: Jafl ENGINEERING DEPARTMENT
2013S13 SEWER REDOING,
rCONCEPTUAL PLAN ONLY1
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
C
REGULATIONS EXISTING INFORMATION IS BASED
l ON CUMBERLAND COUNTY G.I.S. DATA.
PRELIMINARY
DO NOT USE FOR
CONSTRUCTION
SHAPE FLOW CHANNEL TO
SLOPE TOP OF CONCRETE
M4 HEIGHT OF WTETPIPE
SHELF(1:12 MINR:I2 MAX)
SHAPE FLOW CHARNEL TOTOWARD
MORE TOP OF CONCRETE
TROUGH
TI HEIGHT OF OURET RPE
SNELF012MINR:I2MA>n
TOWARD THOUGH
I
BL`W
3
0
LATERAL
(LOCATION IONVAWEB)
SEALMOUNO PINT
RING AND CDVIT AND5TEP8
4•TROUGN
ALIGN OVER INVERI'WT
RINGANOCOVERANDSTEPS
rOIR
ALIGN OVER INVERT DR
SLIDEDETAILIATERAL3
ENTERING MANHONHOLE,
K&O SEE DEINLSA
I&THE LITER INVERT SHALL BE AT
THE TOP OF SHELF. AT TERMINAL
MANHOLES,THE CROWN OF THE
NOTES
TAT REAL TL BE NO LONER
11'IWERIOROPERSTRUGMREWMIRED THANTHECROMNOFTHE
1. MANHOLE AND CONNECTIONS
S. MANHOLE MEEiBALLflEO. OF
WHEW VERTICAL SEPARATION BETWEEN OUTEGINGSEWERMAN,UNLEW
SANHOLE INDCONNECCEWITI
ASTMPATI
INVERTS EXCEEDS 25p. SEE INTERIOR
OTHERVA APPROVEDBYRN:
W
FINETMIDARDMNHOTE.
&CONCREFEI8MINIIMIMdUAP31
DROP STRUCTURE DETAIL
2, BRICK USED FOR nVERTANO
COMPRESSIVE SIRENGIX,
12, VERIFY SLIDE INSTALLATION
1T. NOMOW MM4 FOURINOH
T. MANHOLESGREwTER THAN 12 IN DEPTH
WHIN PROJECT COORDINATOR
IATERE3pR3 SIX INCH LATERALS
SHAMINALM APDIAMEIER
BE NCWTST pggp CONCRETE
BE HCOCONSTRUCTIONCSHALL CR
AN
SHEL HAVE MIN. B'EXTENDED RISE
PRIOR TO CONSTRUCTION.
TEAM
JUMBO BRICK,1MMONG CEPT TN
CSSGRADE A EXCEPT
B.&EE&TN4WRE MANH0.E pETNLFOR
BE
13, MANHOLE OR ANDCE
2 LIMERLMANACLE.NOMOW
2MALLENBR DFMET
L
ABSORPTION LESSlH4H 10
ADDITIONAL REQUIREMENTS. IREMENIB.
WITH PAIDN TAN4L
IN ACCORDANCE WITH PWC STANDARD,
SHALL ENTER ALL OTMER4'OIMAETFA
ALL OTHER
SC
BUF
B. MOWM9UOESMLL BE USED FOR
MANHOLE DETAIL.
MMHOLES.ALL LATERALS SHALL
LESS THAN 1 FOOT SEPARATION
HAVEN INDNIOUpL TROUGH UNLESS
9. AUTETHA
BETWEEN INVERT OUT BINVEST OF
16. INVERT
IMUMSLOPEAUL
THEYHAVEASUDEORDROP
BE
PIPE BNEI BE NIXVSMUNK(LiOUT.
INCOMING PIPE
STRUCMW. B DIAMETER MANHOLES
OF THE MANHOLE SHALL BE t%.UNLESS
OF THE BE 1
4. MANHOLE WALL BE CONSTRl1CTE0
,U
OTHERWISEMPROVEDVIRAC.
SHALL BE USED IF THE MOVE
OF PRECAST CONCRETE FBERGLASS
10, PIPE SLOE RED D WHERE VERTICAL
CONDITIONSAWNOTMET.
MANHOLE IS NOTMAkPFABLE
SEPARATIONBETWEENPIPEINVERTS
15. WHEN EXTENDING IN FUTURE,
18, NO MORE THAN 5 LATERALS SHALL
IS GREATER THAN I' AMID LESS THAN
CONNECTTO EXISTINGMHPER
ENTERATDMNETERMANHOLE
OR EQUAL TORT
PWC STANDARDS
19, USE OF TEE -MESON LATERALS IS
NOTELOWEO.
PUBLIC WORKS COMMISSION
NI
DATE
REVISION
TERMINAL MANHOLE
FAYETTEVILLE, N.C.
SHEET NO.
DWG, NO, 62O
°'^'G'B`"
PY•O
WATER RESOURCES
ICEI
ENGINEERING DEPARTMENT
DATE: UUIS O1, 253
APPROVEDBY:
J.E.G.
2D13-S20 TERMINAL MMHOLEBT.R
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THIS DRAWING IS
PRELIMINARY, AND
NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
Owner:
CBMMPROPERTIESLLC
CONTACT:
238 N. MCPHERSON CHURCHRD
FAYETFEVILLE, NC28303
PHONE:[phone]
FAX-910-864-0938
Project:
THE ESTATES
OFi
GEORGETOWN ,
PHASE I
n 0405-42-0744
tax id A: 0405-52-1954
0405-51-2958
township: Rockfish
county: CMTObDIrland
state: NC
DETAILS
CONSTRUCTION
DOCUMENTS
job no.:
P12-096
date:
12/02/ 13
drawn
by: PDM
survey
by: JTR
checked by: JAN
sheet
no.:
I
C20

ED
a
N
0
N
•�4
11 C Ill. SHERE PERNA. ALL NEEMETER ITERAIS AND MANS DaMX'EO MRMG
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER
B.°0.0551NOA WAIEA MNNOVfAABEW9U WHENEVER IT IB NECESLRV FpiP
OVERASEW
µ0 LATERAL BREAN9 TXE NAN PHOJ ECCORDANC INTOR TXE CONTRACTOp
E..MASTCHAME
BE WD WINCHES NELEVATION iXAT.E SCEASEEFTHEWATEAN LSAT
EWMIERP EWPTE0.I.WN$AT
LA
INITIATE IMMENOTE PERATE IN ACCORDANCE WITH PWC STANDARDS
LEAST 1B INCXE3A80VETHE ttIP OF THE 6EWEPMVW1AtElW.UHIE&4 LOCAL I
CONTRACTOR
CONTRACTOR aWW. NOT OPERATE PV WATER Max VALVES WIT
MAIN HOUT PNC
VJNOITION90R BV¢WERB PREVENTµ 181NCX VERTIGLLSEPANnON-IN
MPROVALµD3XNL LVOROINATE AL VKVELYOSING5NiTI1 FWC,
WHI°HCAB µlATFPiLBIWLOE
NINAG WMNCRMMXAVOSEQUREM
DUCTILE IRON IN ALCOfl6W CE W DX R W: gE°UIPEMENS.
2. XWEW�O0. FILE SHALL AVTOTHER METNUOF
BLOW WHICH PLUNGE DOMESTIC
SLOW OFFFMLONNEDWa DOMEGTICWATERWMNNIXG 3EpMENSdYWGX
CCROSMN°WAIq YNA8EY9t WHENEVER IT ISNECE5WYE0RA
LEVELS OF CHLO0.IXETO P0.q$THRU RESIDENPS METERS TXE CONDMCTORSWJL
-NU...
WgTEP MNH TOCR095 UN0EgA8EWEPMVWIATERK PoTIITHEWATERMNN
BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING 'dRtt WATER TO
µDTXE BE RMNNMTERLLBH410EDULTIEIRON INPRVflOM'LE WIThI
ENTER RESIDENTS PLUNGE NG SYSTEM, SUCH AS WATER NWINS, VANED
PAGE REQUIREMENTS. AFUUJOIMOFDUL UlE NPIPESi REIN WED
CLOTHING, ROWED SCREENS, ETC.
ON THEWATERMVNCENTENEOATTHEIEASEMCR ING.
3. WATERMANSµDIATEg SHALBEINSTAlEDIJIIUZNGARYLMPRWED
D. CROBBIXD8NRM DRAX/,DE IJNES: A MINIMUM OF 12 INCHES OF VERNOK
CUT -SHEET I"dGTI"G INSTALLATION DEEM.
CLEARANCE SXNL BE MN MANED.EME. AWATERUNECPO.S9INGOVERA
6TORMOMU ELINEUNL MDUCTI£IR°NRM ISUEED. INADDITIpN,
4 TRANBFEROFWATERSERNILESSNNLBEAClOMRIBXEOp5Fd1(TVS
THREE AND A HALF 05) FEET OF COVER MUST BE MAINTAINED OVER ME
0.1NSTAI,TESTµD3LERIU2E NEW MANAVOUTEXOLS. UlERW45NALLBE
WATERMNNORITSNNLBEDUCTGEIRON. IFDUCT9EMONWPEISUSED
INSTAI.IM INSIDE RAY UNIE&4 OTHERWISE dRECTED W RVG
THEN TWO AS A HKFB5) FEET OF COVER MUST BE WdMNNED OVER THE
D TRANSFER EESTING METER TO NEW METER BO%µ°TIE XEWWATER LATERAL
WATER MAN AND A MINIMUM W 40.INMES OF VERTICAL CIEAREAR£SHEL BE
i°WSTIXG DOMESTICSERWCEUIIUDNOBRA43FRTINGS. SNAEMETER
MAIMAXEDBETWEENi EWATF NµOTIESTORMORKWGEUNE
AL SE.
NUMBER SHNSTNUEDONSJVEMDRESEAOpq CUSTOMER dL'N
WXEREAWATERMAINCR°SSESUNOERA510RMORN UNERIEMINIAWM
OfFSET'ICEATHOSEEIWONHWSEONLY RMUERN MeN,
OFTYELVE(1R)INCHESOFVERTICKSFPOWS14 MMVMANEDµD
TPM "WERE
THEWRYERMANSHALLBEDUCTILEIRONf ABMµ OFIp EETON
4 AF TERA RASE 'ICESARETR VERREDMO ENEWSTShT18XIROFF VKVE
FACXSIDEOFTIECRGSING.
ON EN"fi °SYSTEMµOA MNE%ISTNGMN INACLYJR°M'CEWA PNC
DETNLS
D. CONTRACTORS SUPKYNEWMEMRBOMODSh OFWBNNG
METER.
5. WXEN MANISNOTTOSEABµQ0WMNRACT01L8 UNCOJERd
=01RATION
AT MNN, CLOSE µD RUG WXPoMTONTOMANDON dD
SERVICE.
B. SEPAMTIONREQUIREMENR
A GTEML SSA .°FBE%4RB ATID WATER MAW: WATER MNNS SWJL BE
LAID AT LEAST 10 FEET UTERALLY FROM EGSTNG OR PROPOSED SEWER
MAIxMTERK,UNLESSLOGLCONDMI SORWRIERSPREVEMAIOSOOT
LATESALSEPAROTON-IN WHICH CASE'.
1. ME WATER MVN IS LAID IN SEPARATE TRENCH, WRX THE ELEVATION OF
THEBOTTOM OF THEN WATER MANPTIFASi 1BINCIIES MOVEIXEMPOF
THE SEW ER MN NAATEML; IXE
E MNXIS WD W
&BEES
IRS WATERMVNEd
l MAIEigENG1A4T ONE
ONEHEWEEBE ON ABEAREME
Ma"MVORBE
EART1. ELEVATION
BTURBEDE,EQGVUNTITIE EIEV,WEWFT@SOTIMOF
ST
TBE HEl WATERYAN AT tE$T y ANGLES PB'NETIE TOPOFTIE BPYER
MOBNAI£W1
WATER UTILITY NOTES
PUBLIC WORKS COMMISSION
ND
GTE
REVlswx
FAYETTEVILLE, N.C.
1
UX BS
REVISEDNOlEE4
sxEEr No
0W0'N,0 W,'
mP=EW: FGEC
WATER RESOURCES
2
JUL 11
REV45ED NOTES B ADDSONOTE3
roF:
GTE, JutrOtmu
aPPRovED eY
ENGINEERING DEPARTMENT
NOTES:
1. ALL MAT ERIAIS SHALL BE APPROVED BY
PAUSEEDNG.WASHTROFRFOR
METER BOX LID DENTAI,
R. METERG BSHPLL NOi BE LIX✓,TED
WHERER, LOA°INOBGNIMPACTBG%
ORCOVER
3, FOR 1' WATER LATERAL INSTALLATION
SEE RVC.ETNLW3
4 WSLNeURO
PLAN
i
N I
I" Ne•
ELEVATONO I ELEVATION Oa
ELEVATION VIEW
1-INCH METER BOX DETAILS PUBLIC WORKS COMMISSION No TE REVISION
FAVETTEVILLE, N.C. 1 aGla cxrNc6pewdMExWaxs
SHEETNo. INSTEAD. WA DWO. SF` Pwc WATER RESOURCES
rofz DATE: JLILYD1,mi3 M;.Ve Br: LEG. ENGINEERING DEPARTMENT
A �y270AD� A
u
v
vC]
�I s3w' I O O
L r�
SECTION"AW PLAN
$IM'DROP UD
P Ell
4'
fi3Y H )j
L T
6'naz{
m .11N
NOTES:
1. VKVESOSSHALBESPMTYJP-TYPE
MANUFACTURED
BY RAGE PIPE CO,
CHMMPNVNVELO CDCOMBWiIUM
MERE GO MOD CO, OR APPROVED
ED.
IF VALVES°%SHALBESRECECLLEW
GRAINED CAST IRON SUP -TYPE VKVE SD%
WITH AMINIMUM TNICMIE356M1P.
9. VALVE BOX BNLLLIUVE WBED UTTERED
NJATER-CASTINIOCOVE0.
VEBO%SXNLXPESH'X dU1LE0
INTO, °NW , N
Nl
.1
GBO,.HEALL.BUSEEPTO
AS"INIMUM12GeLGSINdE
STRING
COATED.MleRTPPCER WINE
DROP LID FORN°N.FERROUSPIRE. Al2WASRER
SHALL BE USE °BETWEEN N1RµD IRWOE
TIONTENHANOnGRT,
S. BLRMMEVALVESMESAPENOT
MFR.P..
6. °IMENSI ONB SHOWN ARE MR INFORMATION
ONLYµD VMY BARROMMUHTHE
WJIILFACNRER
M
o-ire' I BOTTOM SECTION
82
TG1N'
8)?
TOP SECTION BOTTOM
PUBLIC WORKS COMMISSION ND. DATE REVIaM
VALVE 80X FAYETTEVILLE, N.C. + + ]m ADDED NGres 2eflawRREGxOTEs
N T.6.
SHEET UD. °14D- °- WT °M1G'°v PYC WATER RESOURCES
1M1 GTE:NJuw0i. m13 MPRGYEDBY:LBG ENGINEERING DEPARTMENT
mle"OVALVEISRJM
.-I RVCSTANDMDPEMAGOWE
rOPERATING NL?OPEN
cauxTEn CLN NOSES
NO1ES:
1. RERY°PANI3RNLSEMO°EJS
R-RUES' XOZIlESfl 1i1? NOffiE
ICI OH
MNIJI.G.O °V PSHOURR°C.
'eGr UJUARFAMERIGX...
GUIDE
W1MFIRE HOSE
H
NYDWt 00N.DELNAMA)0.°N
AGHFIRCHEW21Tr°FfAYETIcMN
NDEIlEG3SUALL
He SA ON ORAFPROVFDEMJAL
aµGRAD.
GECURELYCHANE°TOTHE
2, FJLVKVEB µ°HYDPAMSSYWJ.
XYOMHTBBOM
WNEM.J. CONNECTIONS WITX IRON
VKVSW%
RETAINING GIANOMJ. NEBTWM
3 FlREHYDRAJTSHASLBEFlm PNNrED
BORAB
-T ,:
IXKCOR°ANCE WITH PRO STµGMPS,
BEFORE FROIECTISACCEPIEO
-
SRCK
B'GTEVKVE _
BEE [ONCIiETE
TXRUST WOCK
I. NY°RWTVKVE 9XALBE FlACEOA4
X
DENTAL
M09E A9 POS818LE rOTIEMdN.BVi LO
'?
XOTPLALIx ER°Fa85oM
II
Es
E%IsrlNG CO.cuRB AUDGQWVF .TIE
STREETI8801LµDNO PANNG ISTO BE
NOFTHE
OVALEIISMOSGETERMIEOSYONEAl TIME DTIEHM
' B'D.I. PIPE
...
LEI
PROJECT CODPdWroR ''.
SEE"OTEp4 �
S GGERYOXµTS81WLERAOEOAS
I
- UN°IG pBEO
- SOIL
BITEEXMWEARTFEE
MTMPRGREEVE
OIflFCTEO BYTNE RILPRPIFCT
CODROURTOR
V,µI.ES
AS REGOIRED, (WE
II. RY°GANTBRAN.SHALNTBEBAG.
TMPING DENTAL)
FXLE°LWTILINSPELTEDµDNPROVEGSY
] CO T. G] STONE
TWOPROJECTMWPMIMIG4
PLACED TO ALEVEL A'
J, CORnELTDN WRX IRON
MOVEDRANCPEJBNG
RETANM ENUMM"RESDIAM
]. GTEVKVEµGeO%SELEAV EIN
BEENOTERµDPNL6iAMWO
ACC°POANLE WITI PNC SINihNOOETAL
PES..'A. DOTAL
'..
B. WORANTE%TENBIOW µSIDES
OFF $Er89HALISE APPROVED BY RING
PROJECT C°°RdNATOR
FIRE HYDRANT AND NO. GTE HUMSON
VALVE INSTALLATION PUBLIC WORKS COMMISSION
e r_s. FAYETTEVILLE, N.C. 1 laavm REMEO xprEw
Raft
ONG.NQ DWG. BY RVL 2 ]/+,ro REVI&EDNOTER, RE
SHEETNo
W.13 WATER RESOURCES w TegsD
IOF1
GTE: ClJIMPROVE
ENGINEERING DEPARTMENT
D O
O SECTION"B-B"
O O L
SIDE VIEW FRONT VIEW SECTION'A-A"
IRON RETANING..U.'. RETERA
6'R12EBHONNB'fl1r $I UT
IRON RETANING GWI° M J. RESTRAIN
NOMINAL WEDGES
RPE 6ME GVµntt
BOLT$ gE36
GUANTTY RATING
P E
`3re
e' +
e
SSB
17 6
6
35G
RESTPNNMJ. JOINT
W/AWRG E°
RESTRAINT TYPICAL
MJ.GTE EWITH
APPROVEDAPPROVEDREgEBTPAIM
IiVPJ
MR NON LENGTH OF RESTRAINT EAM OIREGTONOF TIRLLSL IXUNFMFEETI
BW NF.IW8 Pleaeu,N SNW, H.M20:L aNCEDI PIFEµDIML3dI,,$-
LMRSPERNl M wn N
PIPE
VALVES
m=
45•ELDNV
z3.11r
REWLER
SRE
DFAO ENDS
TEES
RHON6
eCROSSE6
EIBON6
6'
BE
GJ
S'
]r
Itl
1z
t0T
sr1
24
IZ
IHXV N
OFFENCE
TOE
r- RDEeC oPOLRPE
RESTRAHED JMMDETNLFORTYRMLTEEINTER9ECRON
4 WAY INTERSECTION SiMI1µLYRESIRMNEO
NOTES:
1) THRUSTRESTRANTSUALSE 5) THEMINIMUMLEMIRMPE9TRAM
NSTNLEDONDUCTLEIRONWATER INOIGTEO SHALL PEONRENIJOIXR
OSTq BUnOXLXESPTHRu1Y WITHINTWENCESiµ AWSE
°MMETER IN THENMNERSXOML REBTRNNEO,
SEE RYC STANDµO TWURGE &CCK
BETNL WII FORPVCREBNWM.
Sj REBTWJNi SY51EM8WW.
���pN��NEpp
1
`E"MLN10
OF cL�
XEEC nJT 2)IRONRETNNINGGDWOMAREETRUM
BEINSPECTEDµOARPROVEO
PNCRIUMWENNUMG,
B°+E
°CcE"'
FIPNs1WoOHROM
iFORMS
T cWGOR BRNLNOBEUB°O"PVCPE
)REST--s---
11E
E
DI PIPE
/R
BASED UPON THE ENGINEERS
WCTBE 10.°R
RP8 3.)PIPE GPFAIEPTWW IRINLR
NWIWpE DIAMETERBHNLPEQWRE
OSE.NA8NIGUNOiTHE
1. AND PRb6E SHEETS.
VKVE, FITTING RESTRAINE°JOIM WPEWRTHE
ORDFAD FNO PRIMERIENGTH,
E)OPIPPEPRIN.... ➢.
4YOJOP
°I PIPE
EACTAWE
4.) CMPAGTG7NGBMCFP
RESIgANMJ JOINTS WITX IRON
)SMµFTµJE
CKETSEACC
METXODUMPES'IPNMON
FORUSEWOH IRONPETNNINGGWHO
NJ. RESTRAINT RETANING MLIESTRA TANDOTHERFORMS
OULTILEISONPERCON ,
OUNCE MR) OR OTHER MGM OF OF BEFORE
APPROVED DI AESWVM.
ALTERNATE
PUBLIC WORKS COMMISSION
No.
GTE
REvlslox
RESTRAINT DETAIL
FAYETTEVILLE, N.C.
DUCTILE IRON PIPE
ONL
1
+nMzam
.14PRITABLE. AODWNTEB
sxEErxo °'N° W'TB
°NG'ET, °VNC
WATER RESOURCES
Raft
°P1 DAl JUCI'0TSE
APPRDEDaY: JEc.
ENGINEERING DEPARTMENT
THE CONTRACTOR SHALL COMPLETE THE REQUIRED WOBKµD RESTORE WATER
SERVICE WITHIN THE GIVEN TIME PERIOD FOR THE OUTSIDE SHgADTHE
COSTGCWR FAIL TOCOMPLETETHE WORM W ETHER IXEALLOREp TIMETIIF
PUBLICWORKSCOMMIMIONSHA MSEBSAPEM W{ PER15MINUTE
INTSR ORµYPoRT1IX ENEOFU"DLWATERSEWCEISRHMNED. THIS
PENALTYWILDEDEDUCTEDFi MTHECOMWLdiSPAYAPR/GTIONMBE
BILLED OIRECRY RJTNE LONTTI
RE EPEXNIY WYBENAMED FOR
CIRLUMSLµLEB SPLENDID TXE M. COSTP0., A4 TEEMED BY THE
BIJC WOgI(sC... IESIW. THEPYCFAOJECTLYICHOUN 2MUM PROJECT
ENGINEER RESERVE THE RIG HIT TO CANCEL OR POSTPONE THE OUTAGE AT ANT'
GIVENTIME IFDE EDNECESSPRYY.
ONCE THE WATFA OUTAGE NOTIFICATIONS HAVE BEEN ISIEQ AFOLLOW-UP
COORDINATIONMEETINGWIMTHEWICp MTNORpINJ,iORµDPRQIECT
ENGINEER SHALL BE MEDIA MINIMUM OFN HOW. PRIORTOTHESCHMN EO
OUTAGE. THE PURPOSE OF THIS MEETING ISTIEIeFYTWTTIIEC°NRACTOq IS
PREPARE OT° PROCEED WITH THE OUTAGE, µOT ATA LE°UIPMENT NATERMI3,
MOLE, µD ALL OTHER INCIDENTKSME ONTXEPRWECr31TEAW FUNCTIONING,
DEFORA"Y ISOHTPEPUy D.T. lOCOMM1S 1 BEEMSTI NM
CONTRACTOR IB XO} pgEPMED, i1C ONAGE sH4LBE POSTPONED µ°NL
OIJSttIMEg IMMEDATMYNUTFIEOOFTIECµCELLATON. MEOUTM£SIWLBE
PGSTPO"EDA MINIMUM OFTrO UI WEEN3, ROADMOSALCOMRJLTTME WALL
BEGRANTE°PORTHIS']ELAV. SHOUL°THECO"TUCi TMEMPIREWRXINTRAT
TWO (2) WEEK PERIOD. THE PUBLIC MGM CONVERSION RESERVES THE RIGMM
ASSESS LIOUIGTED DAMAGES, AS OUTINED IN THESE C°NiPPLT DOCUMENTS.
WATER UTILITY NOTES PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
T°wc.xp. W,) Dwc. er: PNc WATER RESOURCES
x .ATE Jutvo+, m+s APPROVED ar JEG. ENGINEERING DEPARTMENT
UNDERSIDE
TOP VIEW
Ge VEMN
ODO�O�O�-o,�0�000�0
0000000000000
000000000000
0000000000000
0
000 00000000 O 00000000000
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0000000000000
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OOOOOOO WATER YEIER OOOOOOO
+a]na• lsme.
SIDE VIEW
f
SOLID LID
PUBLIC WORKS COMMISSION Nw °ATE REms1oN
1-INCH METER BOX LID FAYETTEVILLE, N.C. +
]A] REYREDup
SHEET Xo. °WG'N0 W4 OVrS SP RYC WATER RESOURCES + CHANGED.°%....1MEHBMs
Q°IV DATE: JDty ol.mi3 MPRCVEoer: JEG. ENGINEERING DEPARTMENT
l HUM°FRIREINFORIONG
D EFORMEORMASSHOWN!
.
A
\
MADEDPoRT...'
RWOI&E%P08Ev
PLAN
REMAINDER IS WRIER
M1'8
NOTES:
1. CONCRETEPNOTECFORRINGSHNLBE
25WPSJ.PREGVSTREINFORCEO CCNCRETE
2. VALVE BEEN SHALLSEATGRAOE
W,PSOTECTOR RING EMENDING
IT ABOVE GRADE
3. SEE GTE VALVEµD SMDETAIL
4. VA. BAY PROTEGTMI WERE
GRALL BE INSTALLEG MOUND VALVE
BM IN UNPAVED NON TRKFICAEAS.
6XALL N OT CPFATE A HINOERANCE
TOLL OPERATIONS,
REEPH
COMLETE
PROTECTOR
RING
CUTAWAY VIEW
SECTION A -A a
MTEL
VALVE BOX PROTECTOR RING PUBLIC WORKS COMMISSION D. DATE GENNEM).
FAYETTEVILLE, N.C.
sHETxD °wG. A°' Wg DwG.6r. PNc WATER RESOURCES
wF1 Dar Jutrm,xl3 APVRDVEoev: 3E.G, ENGINEERING DEPARTMENT
NOTES'.
1.NL6ATERML85NKL
4. BLOW OFF ASSEMBLY NOT
BE MPROJEO BYPWC
W.FREUSEOUNLESS
2, W,1EN IN6TKLEOINA
AFPROVE➢SYPNG.
PAVEOMEAMFTERBO%
5. REMOVE ENTIRE ASSEMBLY
SHALLBESETIM-AP°VE
`ROM BELL OF WATER MAN
RNISHEOPAVEMENT
° IPEWHEVEXTENMNGTHE
GRAD-ANDPAVEMENT
MAN
FEATMEREOTOTOPM
BOX
3,METERB°%µDVALVE
BOX SHALL Be IN
ACCORDANCE WITH RM
B.I.
� SPHNT
L
I
CONCRETE COLLAR-
NPAGEDMEAS
CMG, PROTECTOR
RING IN NM-TPAFFIC
MEWS SEE VKVE
BO%DEFALWO
BWCK_
TGLLIA
M.RASSNNNLE�
IFMAM WET
TAPE, BE DENTAL KVE BO
FVC91°ELBITV
W.15B
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NOTES:
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ATTHE MINIMUM PWCTMAL WIDTI.
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ESHEETNo. DING. xo. W,Og DZ e, PND WATER RESOURCES
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METER BOXIT NOTES: I. WM. FUL.W.,APPRGVF Sr
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VARJES IT
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OR TWO STEPETIOLE, PAEMENTEAST, TNIF OGTIONOF
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NOTES:
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WITH ME SOMBREROS.
2. RESILIEM WEpGEGAIE VALVE GH4LL BEA6
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B. BE VALVE BO%PPOTECTCR RING OUML
FOR ADDITIONAL INFORMATION,
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3. REFER LO THE CFOSSCONNECTIOX CONIIEb.
ORGINATCE FORADDITONALNFOGMATION
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WATER RESOURCES
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SHEET NO. °NG'HO' W'TT °+Y°'Br: w+c WATER RESOURCES E z G] °END Noresealo
1 aFt DATE: JULYG,A13 JAPPRECREMBY. JE.G.1 ENGINEERING DEPARTMENT
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rCONCEPTUAL PLAN ONLY
THIS DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THIS DRAWING HAS NOT BEEN REVIEWED BY ANY
GOVERNMENTAL AGENCY FOR COMPLIANCE WITH
ANY APPLICABLE LAND DEVELOPMENT OR OTHER
REGULATIONS. EXISTING INFORMATION IS BASED
ON CUMBERLAND COUNTY G.I.S. DATA.
Know what's beilm
Call before you dig.
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THIS DRAWING IS
PRELIMINARY, AND
NOT FOR CONSTRUCTION,
RECORDING PURPOSES
OR IMPLEMENTATION.
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Owner:
CBMMPROPERTIES LLC
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CONTACT:
238 N MCPHERSON CHURCHRD
FAYEITEVILLE, NC 28303
PHONE:[phone]
FAX •910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id #: 0405-52-1954
0405-51-2958
township: Rol
county: Cumberland
state: NC
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P12-096 J
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C21
G.

PURPOSE
To temponsrity stabilize denuded areas that will not be bought to final grade for a period of
more than 21 calendar days.
Temporary seeding conbols run off and erosion unlit permanent vegetation or other erosion
Control mmsures can be established. In addition, it rovides, residue for soil protection and
P
seedbed reaan end reduces problems of mud and dust production from bare soil
preps P
surfaces during construction.
SPECIFICATIONS
Complete grading before preparing seedbeds and install all necessary erosion Control
practical such as dikes, waterways and basins. Minimize sleep slopes because they make
seedbed re ration difficult and increase the erosion hazard. If soils became Compacted
P Da Pase
during grading, loosen them to a depth of 6 - 8 inches using a ripper, harrow or chisel plow.
Liming -Apply time according he soil test recommendations. If the pH of the soil is not known,
an application of ground agricufturel limestone at the rate of 1 to I Y2 tonslacre on
coarseetextured soils and 2.3 tons/acre on fine-te and soils is usually sufficient. Apply
limestone uniformly and ocawmete into the top 4.6 inches of sail. Soils with a pH of 6 or
higher need not be limed.
F nilbuer-Base application rates on soil tests. When these are not Possible, a a 10-10-10
e PP Pos axer
grade fertilizer e a 700.l. Il hyacre rate. Boca fertilizer and lime should n Incorporated info
4 inches of soil. If a hydraulic seeder is used do not mix seed and fertilizer more
than 6 t es
P Yd
than 30 minutes before application.
PP
Surfaces roughening-lf recent allege operations have resulted in a loose surface, additional
roughening may not be required except to break up large clods. If rainfall causes the surtace
to become sealed or crusted, loosen it just prior to seeding by disking, raking, harrowing, or
other suitable methods. Groove or furrow slopes steeper than 3:1 on the Contour before
seeding.
PLANT SELECTION
Select an appropriate species or species mixture from seeding tables at right.
SEEDING
Evenly apply seed using a cyclone seeder (broadcast) drill, cuMpacker seeder or
hydromeder. Use seeding rates given in tables at night. Broadcast seeding and
In area appropriate for ale stop" where equipment cannot be driven. Hand
h roseetl eq p
Yd 9 Poop P D
broadcasting Is not recommended because of me difficulty in achieving a uniform
distribution.
Small grains should be planted no more than 1 inch deep, and grasses and legumes no
morethan Y22 inch. Bmaticastseed must be Covered by raking or chain dragging and men
lightly finned with a roller or cultipacker. Hydro ayeamd mixtures ahouid include a wood fiber
mulch.
MULCHING
The use of an appropriate mulch will help ensure establishment under normal Conditions and
is essential to seeding aucuss under harsh site Conditions. Harsh site condition include:
aeetling in fall for Winter Cover (wood fiber mulches are not considered adequate for
this use)
-slower steeper man 3:1
aba estuary hot or dry weather
adverse soils (shallow, rocky, or high in day or sand)
areas receiving concentrated Row
If the area to be mulched is subject to Concentrated Water flow, as in channels, anchor mulch
with netting.
MAINTENANCE
Reseed and mulch areas Where seedling emergence is poor, or where erosion occurs, as
soon as possible. Do not mow. Protect from More as much as possible.
REFERENCE: NC Erosion and Sediment Control Planning and Design Manual - Practice
6.10
SEEDING MIXTURE:
Rye rain-1201b/aces
Annual Les daza-50Itimcre
-Omit annual leapedeza when tlureron of temporary cover is not to extend beyond June
SEEDING DATES
Mountains - above 2500 ft.: Feb. 15 - May 15
below 2500 ft: Feb. 1 - May 1
Peidment - Jan. 1 -May 1
Coastal Plain - Dec. 1 -Apr. 15
SOIL AMENDMENTS
Follow recommendations of Boil test or apply 2000 la/acre ground agdcultuml limestone and 7501amore
10-10-10le tilimr.
MULCH
Apply 4000 IWacre straw. Anchor straw by tacking with asphalt, noting or a mulch anchoring tool. A disk
with blades set neatY straight ht can be used as a mulchingtool.
MAINTENANCE
Refer lize ff growth is not full adequate. Reseed referalize and mulch immediately followin erosion or
g Y q Y g
other damage.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
Rye (grain) -120lb/acre
SEEDING DATES
Mountains -Aug. 15 - Dec. 15
PeidmoM-Aug. 15. Dec. 30
Coastal Plain - Aug. 15-Dec. 30
SOIL AMENDMENTS
Follow mcammendations of soil test or apply 2000 gainers gmund agricultural limestone and 750 IWaore
10AM-10 fertilizer.
MULCH
Apply 4000Iblade strew. Anchor straw by facdng With asphalt, netting or a mulch anchoring tool. A disk
with blades set nary straight can be used as a mulching tool.
MAINTENANCE
n rtilize damaged areas immediately. To iess with 50lb/acre M Muni in March. If it is
Repair and
Pa 9Pd
necessary to axlerid temporary ry ground over beyond June 15 overseetl with SO Ib/aae Lea edeze in late
February or early Maroh.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
German Millet - 401b/acre
SEEDING DATES
Mountains - May 15 - Aug. 15
Peidmonl - May 1 -Aug. 1
Coastal Plain -Apr. 15. Aug. 15
SOILAMENDMENTS
Follow recommendations of soil test or apply 2000 l acre ground agricultural limestone and 750 this=
10.10-10 fertilizer.
MULCH
Apply 400010/acre straw. Anchor straw by tacking wilt asphalt, netting or a mulch anchoring fool. A disk
with Wades act nearly straight can be used as a mulching fool.
MAINTENANCE
Radia line if growth is not fully adequate. Reseed, radial and mulct immediately following emdon or
other damage.
REFERENCE - NC Erosion and Sedimentabon Cordral Planning and Design Manual -Tables 6.1 Oa, 6.10b
6.10c.
19-gauge hardware
NCDOT#5 or#.
% washed stone
clofirl mesh openings)
I
5'steel posts W rieddmum spocing�l
/J
El
I I.
NCDOT#5 or #5 11 1
Washed stone I
CONSTRUCTION SPECIFICATIONS
•
N
1. Uniform) grade a shallow depression approaching
Y
-
the inlet.
s
2. Dave steel oats 2 feet into the
P Shouted
surrounding the inlet. Space posts evenly around the
inn t
M1`
27
perimeter of the inlet, a modmum of 4 feet apart.
d
3. Surround the posts with vim mesh hardware cloth.
Secure the wire mesh to the posts of the top. middle
and bottom. Placing a 2-tcat flap of the wire mesh
under the gravel for anchoring is recommended.
4. Place clean gravel (NCDOT #5 or #57) on a 2:1
N
slope with a height of 16 inches around the wire, and
smooth to an even grade.
5. Once the contributing drainage area has been
stabilUed. remove accumdated sediment dispose
of properly and establish final grading elevations.
6. Compact the area properly and stabilize with
altered
groundcover.
Water
MAINTENANCE
Inspect inlets at;aost weeki and otter each
significant V inch or greater] rainfall event. Clear the
Hardware Cloth & Gravel Inlet Protection
mesh Wire any debris other obledstoprovide
flow
adequate row for subsequent cabs. Take care notto
nt
damage or undercut !re wire mesh coding sediment
Reference: NC Erosion and Sedimentation Control Planning and Design Manual- Practice 6.51
removal. Replace stone as needed.
ROCK BAG
ROCK BAG/ TUBE OR CURB INLET DRAIN FILTER INSTALLATION
GENERAL. INSTALLATION REQUIREMENTS: (SEE INDIVIDUAL MANUFACTURERS FOR DETAILS INSTALLATION INSTRI1CM)
• INSTALL THE INLET PROTECTION AS SHOWN ABOVE. EACH
END OF THE TUBE SHOULD BE SECURED AT BACK OF BASIN.
• THE TUBE SHOULD BE CLEANED IF A VISUAL INSPECTION SHOWS SILT AND DEBRIS BUILD
UP AROUND THE TUBE.
• TO REMOVE THE TUBE. LIFT OUT OF THE OPENING.
ROCK 9AG/SEDIMENT FILTERING BAG SPECIFICATIONS
BAG MATERIAL: HIGH .DENSITY POLYETHYLENE -COVERING FIBER MATRIX BLANKET
INTERIOR RROpC�K_ 3/8 PEA GRAVEL
WEIGHT (DRY) 30 LESS
••USE A PPOWER WASHER OR STRONG HOSE FOR CLEANING --
FLOW TEST RESULTS:
FREE FLOW WATER (NO DEBRIS) 30 GPM
SAND 29 GPM
TOP SOIL 28 GPM
CLAY 24 GPM
EXAMPLES OF ROCK BAGS:
ROCSOC BY MARATHON MATERIAL, INC.
SILT SIFTER BY POLLUTON SOLUTIONS, INC.
EXAMPLE(S) OF CURB INLET FILTRATION TUBE
GUTTERBUDDY BY ACF ENNRONMENTAL
CATCH-ALL BY laARAT-ON MATERIALS, INC.
Ill
­sM
Construction
a mod. standard seengih from, w/wire seem,
I
1. Construct the sediment border of standard ahem' ar arm
3' mwx. erica shei ka6ric wlo we, (once
strength synthetic filter fabrics.
Steel
I
2. Ensure that the height of the sediment fence ace, rot exceed 24
Post Z
Plastic or
inches the groundsurface.
fogicund
failurher e
of the V
volumesofwaterserfabricftocausefailureofther cure
voluabovemes se
eta
SwreTre
3. of the filter taints from continuous roll c o the eolith
F
Fence
-
Me ba n securely
Me tamer eyecloth
4'say
fasten the filter cloth only at a support port with 4 ^e mih^:,;m
fa r only t a support bore with
overlap to the next post.
4. Supped standard filter wire toes lee
ricpas
the whirfost
pe aid a s. mess
securely to the side of the posts.
n the n
support to the ram of me bench Fasten the Mr
bottom
eep
IIIleaa .��Noturol
p and
then fabricon theinimum sideof thefencepost wreorpasiic zip
the
NGround
ties should have tensileis
minimum 50 Foundfence space
mesh used
5. When a wire mesh support fence is used, space Cods a
FMer Fabric
maxmum of 8 feet apart. Support posh should be mien securely
1
into the ground a minimum of 24 inches.
6. Extra strength filter fabric With 6 feel post spacing does rc-
8" downs
require mesh support fence. Securely fasten me fltr'ubdc dlrecfly
L�
s
forward Drone
n
fa post. wire or plastic rip ties should have minimu^' .�: pal. d
Wire the trench
rea le strength.
Fence
7. Excavate a trench approximately 4 inches wide c-al 8 inches
Steel Z ffter
deep along the proposed line of posts and upaip om the
Posh
'i a 8ackfiliMicronmpal and
bonier.
compact
B. Place 12 inches of the fabric along the bottom a^=side o"^e
AM
thoroughly Natural
trench.
Moral
(-Grouts
9. Back 1 the frenchMTh soil placed aver the filier'abic arc
Ground -�
\\1\
compact. Thorough compaction of the backfill is crcal to sl'
fence performance.
10. Do not attach Biter fabric to existing trees.
C
Up4oPe
MAINTENANCE
'E
1. Inspect sediment fences at least once a week sec niter each
V
rainfall. Make any required repairs immediately.
N
EO
2. Should the fabric of o sediment fence collapse. sue, decompose
or become ineffective, replace it promptly.
_
3. Remove sediment deposits as necessary to provide adequate
storage volume for the red rain and to reduce presses on ire
fence. Take care to avoid undermining the fence dc-ng cleanout
4. Remove all fencing material and unstable sedmew deposits ontl
bang the area to grade and stabilzie it after the contributing
Sediment Fence
drainage area has been properly stabiluad.
Reference: NC treason and Sao monorail cars Plalms, and Devon Noma, PmcGre 6b2
%
J
PERMANENT SEEDING SPECIFICATIONS
PURPOSE
To equal eroabn and decreeas sediment yield from disllfad areas, and to
intentional stabilize such areas in a mannerthat is emnomial, adapts to she
mndNons, and allows aeleMon of the meet ,eppropre s plant materiels.
Areas to be stabilized with permanent vegetation must be seeded or phial wiMl 15
working data or 90 ®larder days afterfinal grade is reached, whiMever period is
shorter.
PLANT SELECTION
See table et right Use wrtified sesd for pemMrrent seeding whenever possible.
Carl seed is imposed #a North Carolina Crop Improvement Association.
co M P P
Labeling coon-mrtified seed is required bylaw.
SEEDBED PREPARATION
install necessary mechanical erodon mnVvl practicoe before seeding, ant compete
radio according to the approved Ian.
grading g PP P
Lime and ferfiliearneeds should be determined by mil testa. When soliteals am not
available tolkev rates suggested on table at night ApplicarJon .We ususelly fall into
Me Totaling ra sin s'
-Ground Agricultural limestone
Li ht-teraoed m sails I-1 lnslaare 9 My Y
Heary-Iaxhrtetl, clayey adls:2-3 tonNeaa
FeMIUar
Gresamgura n2001b/eaa o110 lwor (or egdvNeM)
Gresakgume mbaura: BIgi200lMacre 51410.
lime and fern er areal and monsignori into m a 46 inches of and b APPY Yemat P Y
rakn hydrometer,
lime means Operate mugh on the oxtour. Man udn a
9 P very g
h draeeder apply Ilma and feNlizmtoarou h lsurface.
Y PPY 9 Does
complete seedbed profession by breaking up lane Gods and mini g Into a smooth,
uniform surface (sbpes less than 3:1). Fill in or level connotations, Mat can called
water. Broadcast marl Into a Brand, bosened seedbed that has not been sealed by
Alnfall.
MULCHING
The use of an appopriate mot& will help ensure establishment under normal
conditions and se eassamal l seeding success under harsh site conditions. Harsh site
conditions induce:
,slopes steeper Man 3:1
-screaming, Mt or dry weather
-adverse sills (shallow, root, of high in day or .no)
areas becoming concentrated waterflow
Ifthe arse to be mulched is..Mad to concentrated water flow as in chsandmi anchor
mulchwiMnetrng.
IRRIGATION
Moiature is ass i for good seed gemnireean and equaling establishment.
Supplemental irrigation can be very helpful In assuring adaquare stands in dry seasora
onto speed development of NII coven Water appkcul will ..at be carellly
comershad to prevent rui lnadaqual or exmulve...net.,(water Con Be more
harmful Man ro supplemental welt.
MAINTENANCE
Generally 9 stand ofvegetaflon cmnM be tlelrtninetl to befully astonished until soil
cover has been maiM ired or we full year ant tarefog . Inspect seeded areas for
P
failure and make necessary rapelre and reveatlings within Me same season. H
possible.
Resmding-If a stand has inadequate cover, re-araluate choice a plant materials anal
quantires of lime and ferMizer. Reestablish MeMod after seedbed preparation or
own,xiitl me stard. consider seeding temporary, annual spades if the time of year is
not appropriate for permanent seeding.
If Me vegetation hail as grow, have mil tested to determine t acidity or nutrient
Imbalance is responsible.
Fe llffoetioni Me lypical disturbed ace full establishment usually requires
relrtigzador in me second growing seams Fine ld requires annual maintenance
ferlil'¢ation. Um ma test a porsible orfollaw Me guidelines given forme apadfic
seeding mixture.
REFERENCE - NC Erzaloa and Sediment Control Planning and Design Manual -
Prad it 6.11
CoarM,
Compacted w-w.
i _ 6-ft typical it
FOR WELL -DRAINED SANDY LOAMS TO DRY SAHOS: LOW
MAINTENANCE
MIXTURE:
Pensamia Bebiagmsm - So Inte la
Senicee bspefam-301Wacre
Cam. Bennudsgress-10lblaae
Games millet-10 Blade
SEEDING NOTES:
1. Where a neat eppearanre is desired, snit sencea.
2, use common Bermutlegmss only on isolated saes where A
cannot became a pest. Be reada,mse may he replaced win 5
Ibt..nnpedegrms.
SEEDING DATES;
Abel -July 15
SOILAMENDMENTS
Apply litre and fertaizer amoding to ail tests, or apply 3IM Indiana
ground agrachurel limestone and 500 license 10.1040 fettles.
MULCH
Apply 40001Wacre grain saaw or equivalent cover of aamer
suitare mulch. Anchor by IecM With as list mute or noting or
Y P L bl 9
re camping ht in mulch d as a m loot. A diskw t blades set
ninny simlgM can be used as a mulch anchoring fool.
MAINTENANCE
ReferHlixe Me following April with 501Macrs nitrogen. Reped as
gnov4n requires- Maybe mowed om/an®a year. Wtere a neat
aPa membe is deared omit serima and mow lie often as needed.
OeNQManual, Table 6 I9REFE NC and sediment control Planningand
WELL to POORLY DRAINED SOILS wfth WOO MOISTURE
RETENTION: LOW MAINTENANCE
MURURE:
Tall clinical -80 Moore
Persuade Bahia,.. - 501re..
annoys aspedeza - 30 Rye..
Kone leafed.-10 blade
SEEDING NOTES:
1. From Sept 1 - Mar. 1, use uaatlrletl scree seed.
2. On poody drained slim omit sences and inarease Kobe to 30
Hobbs,
3. Ms. is ,.at appeerena a desired, and sense and increase
KobetoQ locacre.
NURSE PLANTS
Between Apr. I and Aug 15, add 10IWacre German millet or 15
Readies Bud.,. Pda to May 1 or titer Aug. 15, add 251Waae
be, (grad).
SEEDING DATES;
Early sprig - Feb. 15-Mar. 20 (bust) Feb. 15-Apr. 30 (possible)
Fall - .1- t. 30bast Seat, 21 (possible) 9ap1 Sep (bass) co (P 7
SOILAMENDMENTS
Apply It. end forge er acmMing M and test, alai 3000.5000
Inside ground agricultural limestone use Me laver men an sand
rolls) and tpp0lWacre 10.10.10radical
MULCH
Apply 4WD lawcre grain some or equivsleM cover demand,
suitable mulch. Anchor by tacMng with sooner, roving or rating or
by crimpling won a mulch anchoring tor. A disk with blades act
reedy straight can he used as a mulch anchoring fool.
MAINTENANCE
If grower le ima man Nlly adequal, mfeMi' In the mmnd year,
as-aonn, W son test or topdmm with 500IWaue t0-10-10 ferlll um
Maw as nettled when metal is omitted from the mNtum. Reseed,
faaiibe and mulch damaged areas immediately,
REFERENCE- NC Erasfon and Sediment Carl Planning and
Design Manual, Teble 6.iip
TEMPORARY DIVERSION (FOR VEHICULAR CROSSING)
TEMPORARY DIVERISIOIN BERM
(NOT TO SCALE)
and Sediment Contra Planning and Design Manual - Practice,6.20
rilterclom
CHECK DAM DETAIL
SHOWN ON THE INLET SIDE OF STONE
OUTLET
­`F of NcoornB or tier
nheanrend
Ira
tees a moan --4
A
CHECK DAM
WEIR LENGTH = 3D FT. MINIMUM
STEEL
NICDOT #5 OR #57
WASHED STTO'�NE
`r, "
NO
STONE OU FLET DETAIL,
W)TTOSCAI£
T10of
T. he W- n din t- fee ances, a,,.. Provide oakciblone to yearmma I
borate as m unt Sec I. a.,,peon set N- iWegtma,,.c - tbv i. fdr khe rNn In ed.,.mPe
men T M1 ,Iu .n 4r 9 fly A - nb,r .dnw.k-rr O 1 d 1 b .try
C0rhpkTImT10N_ 9Y�ilJuAUbRS
Srmn softoo 2 mi We Ne pnuta smarnmed, aseme de. carelng. dedurgad.
by poor f4f nowt. SmmradlnesJU g bekycd a e.
a aadtM1 pit. m gerlmhardoo,com, Saw M oistome,nei,sauaths
dap.andeddla,dedtonord It 3 exxondrulad to slice I 2-rom BP adds, lie mesh charges
g "Imiremoonng.
] Place loan wacal Wool #5 nr W didea) an e 2 l slope with a height of 16 inches uowd she
eqm, and fori,,, an fees an
4. haw se aonMMtMg demand slim has been small tamale the naae oalelend etl
c'eremadandanfinner, Bmg,"a.fledgaresselooring
5. Compact lie area rmpely and rtabhiaa It well, gmundrover.
MAINTENANCb
I. looped aleartweekly and aft-M1 sippltleml(1/2inch ordeseo minrellevwr Mat ,dy
Icou'e iwnedlurell.
CmA deveva nd fed, erosion. piping and mek 4upleoemem- famous g- asnacdd
N d lei uY p I. tan• t'man, t nor h
a' h 'I r td'b el Lt I' I'd rl r -e lust'en,
"kesae de Jsmaar JrmMm"neEe e: eea,tg seFat mrd
STONE OULET
TOPSOIUNG
Constructlon Specifications
Materials
1. Determine whether the quality and quantity of available topsoil justifies selective handling. Quality
topsoil has the folikve ng characteristics:
a. Text re -loom sand loam n it loam re best sand clay loom si clay loam clay loam and
u Y ,a and a Y Y rY muck
Y
sand are fair. r not use heavy clay and organic soils such as peat or muck for topsoil.
b. Organic mattercontent-should greater team well
c. Acidity- should be greaser thann lim 3.6 before ing,or ght.
ann d liming is requit r iatl u less than 6.0.
. Soluble wits - should be less than 500 ppm. e. Sodium of sodium should
absorption ration shoudl be less than 12.
to The depth of d over
t should beat least 2 inches. Soil factors such as Cock g of topic, slope, depth to
water Coble, and Byerthickness affect the ease ofexcavation and spreadingoftopsoil.
3. Generally, the upper part of the ve which h richest in organic matter, b most deskaWe: however,
material excavated from deeper layers may be wanes stoning t if a mesh the other cnteea hated above.
4. Organic soils such t mucks and pears do not make good topsoil. They can be identified by their
extremelylight weight whentl .
9 9 ry.
Stripping
1. Strip topsoil only from those areas that will be disturbed by excavation, filling, road building, Or
compaction by equipment. A 4-6 inch stepping depth is common, but depth varies depending on the site.
Determined depth of stripping b taking it cows f several locations within each area to be shipped.
tip pp e y n g sr c re a pp
Topsoil depth generally varies along a gradient from hilltop to toe of the slope. Put sediment basins,
diversions and other controls into place before sopping.
Stockpiling
1. Select stockpile location to avoid slopes, natural drainage ways and frame routes. Onlcrge sites, .
respreading is easier and mare economical When topsoil is stockpiled in small piles located near areas
where they will be used.
2. Use meat fencesstockpiles
beam nor ly s re ring sss n s pas bl,nosediment ry
3. Protecttopsoil stockpilesbykpile. anN seeding as soon as possible, no more than 21 calendar days
4. If s me formation of the stockpile.
4. If stockpiles will not be used within 90 days they must be itablizetl lath permanent vegetation to control
erosion and weed growth.
Site Preparation
1. Before spreading topsoil, establish erosion and sedimentation control practices such as diversions, berms,
dikes, waterways and sediment oasins.
2. Maintain grades on the areas to be topsoded according to the approved plan and do not alter them by
adding topsoil.
3. Where the pH of the existing subsoil is 6.0 or less, or the soil is composed of heavy clays, recorpomte
agricultural limestone In amounts recommended by soil test or specified for the seeding mixture to be
used. Incorporate lime to a depth of at least 2 inches by disking.
4. Immediately prior to spreading the topsoil, loosen the so bgrade by disking or marrying to a depth of at
least 4 inches, to ensure bonding of the topsoil and subsoil. If no amendments have been incorporated.
loosen the soil to a depth of at least inches before spreading the topsoil,
p 6 e p g h Ps
Spreading Topsail
1. Uniformly disMbute to soil to a minimum compacted depth of 2 inches on 3:1 slopes Ord 4 inches on
P P P P
Fallen slows. To determine the volume of topsoil required For n the ughu evarious depths, use Table
6regul Do not spread topsoil while it's frozenm muddy a when the ions to prevent
lei or frozen. Correct any
depressions
ns in the er pockets,
that result from topsoiling or other operations to prevent the formation of
depressions or water pockets.
2. Compact the topsoil enough to ensure goon contact woo the underlying soil, but avoid excessive
Co compaction, as t Increases n off and inhibits seed germination. Lightght deciding woe a toter 6
recommended Where highmainot e m turf is to be established.
3. On a and areas that will not be mowed the surface tie th let tau h after spreading topsoil. A
slopesY 9 P 9 P
disk maybe used to promote bonding at the interface between the topsoil and subsoil.
4. After topsoil application, follow procedures for seedbed preparation, taking care to ovoid excessive
pricing of topsoil into the subsoil.
TABLE 6.04 a Cubic Yards of Topsoil Required for Application to Various Depths
DEPTH (inches)
Per 1000 sq. ft.
Per Acre
1
3.1
134
2
6.2
268
3
9.3
403
4
12.4
536
5
15.5
670
6
18.6
804
Reference: NC Erosion and Sedimentation Control Planning and Design Manual,
Practice 6.N
ba-
PURPOSE
To protect work areas from upslope runoff and to divert sediment -laden waterto appropriate
traps or stable outlets.
DESIGN CRITERIA
Drainage area - 5 acres or less.
Capacity - ale mnoff from 10- n. storm
P y Pe Y
Ridge Design -
Side slope. 2:1 or Bader
3:1 or Flatter where vehicles cross
Top Width2 ft. minimum
practical: 0.3 A. minimum
Settlement'. 10%cf total fill height minimum
Channel Design -
shape: parabolic, trapezoidal or V-shaped
aide slope: 2:1 or flatter
3:1 or flatter where vehicles cross
Grades - Ether a uniform or a Brea ialb, increasing grade is preferred. Sudden decreases In
grade accumulate sediment and should be expanded he cause overtopping. A large increase
in grade may erode.
Temporary diversions designed to function 1 year or more, or they may be Constructed anew
at the end M each day's grading operation to probed new fill. Diversions that are to score
longer man 30 working days 9i could be seeded and mulched as soon as they are constructed
to preserve dike height and reduce maintenance.
Wherever feasible, build and stabilize diversions and outlets before initiating other
land-disWming activities.
CONSTRUCTION SPECIFICATIONS
1. Remove and County dispose of ell trees, brush, stumps and Omer objectionable
material.
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 plus the
specified settlement.
4. Provide suffidant boom around diversions W perms machine regrading and cleanout.
5. Vegetate Me ridge immediately after construction, unles it will remain in place less than
30 working days.
MAINTENANCE
Inspect temporary dissenters at least once a week and after every rainfall. Immediately
remove sediment imm the flow area and repair the diversion ridge. Carefully check outlets
and make timely repairs as needed. When me area protected is permanently stabilized
remove the ridge and the channel to blend with ft natural gmund level and appropriately 1
staWIRB 11. /
Zil
u
DETAIL OF STONE PROTECTION OUTLET f3
WITH CHECK DAM
Know what's below.
Cell before you dig,
Table 6.14a Mulching Materials and Application Rates
MATERIAL
RATE PER ACRE
QUALMY
NOTES
Organic Mulches
Show
1-2 tons
Dry, unchoppetl
Should come ham wheat or Dots
unweathered, avoid
spread by hand or machine: must
weeds
tacked down --
Wood chips
P
'-
5-6 tons
_- _ --be
Kr dry
Treat with 12 Ibs nitroen/ton.
Apply with mulch blower, chip
handler, or by hand. Not for use in fine
Wood fiber
_--
0.50-1 tons
_ --
-surf. -_
Also referred to as wood cellulose.
Maybe hydroseeded. Do not use in
hot dry weatheach er.
Bark
35 cubic yards
Air dry, shredded or
Apply with mulch blower, chip handler
hammer -milled, or
or by hand. Do not use asphoft tack.
chips
_____-___-_--_
Cam stalks
46 tons
__
u or shredded in 46
Cut
A with mulch blower or hand.
PPN Y
Inch lengths
Not for use In fine turf.
-_-
Sericea
---
1-3 tons
___
Green or dry; should
--
Iespedeza
contain mature seed
seed -bearing
stems
b ----_--.-
and Make
__.--_--_----_--_-
Jule Net
Cover Area
Heavy, uniform; woven
Withstands waterflow. Beef When used
of single jute yom
with organic mulch.
Fiberglass net
Cover Areo
J
Withstands waterflow. Best When used
organic mulch
Excelsior Mot
'
Cover Area
-- -_-wilts
-
Withstands waterflow.
(Wood Fiber)
Rberglass roving
0S0-1 tons
Continuous fibers of
Apply with a compfessed air ejector.
drawn glass bound
Tack with emulsified asphalt at a rate
together with a non-
of 2S-35 gal/1000 sf
toxic agent
Chemical Stob]Km
Aquotain Follow manufacturers Not beneficial to plant growth
Aerespray Instmctions
Coal AK
Pertoset SB
Terra Tack
Crust 500
Genial 743
M-145
REFERENCE: North Carolina Erosion and Sediment Control Planning and Design Manual, Practice 6.14
. m
DO NOT USE FOR
CONSTRUCTION
SURFACE ROUGHENING
Construction Scecificotlns
CUT SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
I. Stair -step grade or groove cut Slopes with a gradient steeper than 3:1
2. Use stair -step grading on any erodible material soft enough to be doped with a bulldozer. Slopes consisting of sot rock
with some subsoil are particularly suited to stair -step grading.
3. Make the vertical cut distance lass than the horizontal distance, and slightly slope the horizontal position of the lgep' in
toward the vertical wall.
4. Do not make individual vertical cuts more than 2 feet in sell materials or more than 3 feet in rocky materials.
5. Groove usinga appropriate im ment that can be safe operated on the slope, such as disks fillers spring handle or
anyndimplement ly P P P 9
the teeth on a hoot -end loader bucket. Do not make such grooves less than 3 inches deep nor more than 15 inches apart.
FILL SLOPE ROUGHENING FOR AREAS NOT TO BE MOWED
1. Place fill slopes With a gradient steeper than 3:1 in M no to exceed 9 inches, and make sure each lift is properly
compacted. Ensure that the face of the slope consists of loose, uncompacted fill to 6 inches deep. Use grooving to
roughen the face of the sopes.
2. Do net blade or scroa the Mal slope face.
P P
CUTS, FILLS AND GRADED AREAS THAT WILL BE MOWED
1. Make mowed slopes no steeper than 3:1.
2. Roughen these areas to shallow grodvos by normoi tilling, diskng, harrowing or use of cultipacker-sdeeder. Mate the firm
pass of arty such fillage implement n the contour.
3. Make grooves, formed by such Implements, close together (less than 10 inches) and not less than 1 inch deep.
4. Excessive roughne, is undesirable Where mowing is planned.
ROUGHENING WITH TRACKED MACHINERY
1. Until mu henin with tracked machinery to sand soils to avoid undue compaction of the soil surface. Tracking is
9 9 cry P 9
generally not as effective as the other heal methods during the
Operate op machine u and down the slope
9e Y toughening P machinery P Pe
to leave honzonfol depressions in Me soil. Do not back blade during the final grading operator.
SEEDING
Immediately seed and mulch roughened areas to obtain seed gemination and growth.
Maintenance
Periodically check the seeded slopes for ells and washes. fill these areas slightly above the original grade, then reseed and
mulch as soon as possible
REFERENCE: Norm Carolina Erosion and Sediment Control Planning and Design Manual, Practice 6.03
J
SKIMMER SEDIMENT BASIN (Practice 6.64)
CONSTRUCTION SPECIFICATION
1. Clear, grub, and strip the area under the embankment of all vegetation and root mat. Remove all surface soil containing high amounts of organic matter and stockpile or
dispose of it properly. Haul all objectionable material to the designated disposal area. Place temporary sediment control measures below basin as needed.
2, Ensure that fill material for the embankment is free of roots, woody vegetation, organic matter, and other objectionable material. Place the fill in lifts not to exceed 6 inches to
allow for settlement.
3, Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavating a shallow pit under the skimmer or providing a low support
under the skimmer of stone or timber.
4, Place the barrel (typically 4-inch Shedule 40 PVC pipe)on a firm, smooth foundation of impervious soil. Do not use pervious material such as sand, gravel, or crushed stone as
backfill around the pipe. Place the fill material around the pipe spillway in 4-inch layers and compact it under and around the pipe to at least the some density as the adjacent
embankment. Care must be taken not to raise the pipe from the firm contact with its foundation when compacting under the pipe haunches.
Place a minimum depth of 2 feet of compacted backfill over the pipe spillway before crossing it withconstruction equipment. In no case should the pipe conduit be installed by
cutting a trench through the dam after the embankment is complete.
5, Assemble the skimmer following the manuffacturers instructions, or as designed.
6, lay the assembled skimmer on the bottom of the basin with the flexible joint at the inlet of the barrel pipe. Attache the flexible joint to the barrel pipe and position the skimmer
over the excavated pipe 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.
7, Earthen spillways - Install the spillway in undisturbed soil to the greatest extent possible. The achievement of planned elevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operation of the spillway. The spillway should be lined with laminated plastic or impermeable geotexiile fabric. The fabric must be
Wide and long enough to cover the bottow and sides and extend onto the top of the dam for anchoring in a trench. the edges may be secured with 8_inch staples or pins. The
n enough i extend down the to an xit onto stable ground. The width of the fabric must be one piece, not joined or liked' otherwise water ccan et
fabric must be o e ou D e e s d e d e
9 9 Pe 9 P 1 P 9
under the
fabric. If the length of the fabric is insufficient for the entire length of the spillway, multiple sections spanning the complete width may be used. The upper section s
9 9 P Y P P 9 P Y PP ()
should overlap the lower section(s) so that wafer cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench With staples or pins.
8, Fillets - Discharge water into the basin in a manner to prevent erosion. Use temporary slope drains or diversions with outlet protection to divert sediment -laden water to the
Upper end of the pool are to improve basin trap efficiency.
9, Erosion Control - Construct the structure so that the disturbed are is minimized. Divert surface water away from bare areas. Complete the embankment before the area is
cleared. Stabilize the emergency spillway embankment and all other disturbed areas above the crest of the principal spillway immediately after construction.
10. Install porous baffles as specified in Practice 6.65, Porous Baffles.
11. After all the sediment -producing areas have been permanently stabilized, remove the sfructre and all the unstable sediment. Smooth the area to blend with the adjoining areas
and stabilize property.
MAINENTANCE
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 bottom does not hold down the
skimmer.
Repair the baffles if they are damaged. Re -anchor the baffles if water is flowing underneath or around them.
If the skimmer is clogged With trash and there is water in the basin, usually jerking 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 clogged; if so remove the debris.
If the skimmer are or banded pipe is clogged, the orifice can be removed and the obstruction cleared with a plumber's snake or by flushing with water. Be sure and replace the orifice
before repositioning the skimmer.
Check the fabric lined spillway for damage and make any required repairs with fabric that spans the full width of the spillway. Check the embankment, spillways, and outlet for
erosion damage, and inspect the embankment for piping the settlement. make all necessary repairs immediately. Remove all Mash and other debris from the skimmer and pool
areas.
Freezing weather can result in ice forming in the basin. some special precautions should be taken in thewinter to prevent the skimmer from plugging with ice.
feepasseencessassess
Mf, 4v/\!/\v/` T
j\j\/\/\I\/I "'W \/\/\i :e e e �� a �Oj\\jQ/\
Section Ada
OUTLET TO FLAT AREA WITH NO WELL DEFINED CHANNEL
NOTE:
In both figures, the thickness of dpmp is a shown in plans
(minimum thickness is 1.5 limes the maximum stone diameter.
CONSTRUCTION
1. Excavate subgrade below design elevation to allow AN, thidoless of filler and fixal Install
Opal tP minimum thickness of 1.5 am" maximum stone diameter. Final structure should be to
lines and elevations shown in plan.
2. Construct apron on zere grade. If there is no weH defined channel, cress section may be level
or slightly depressed in the middle. In a Well defined diamonds extend dpmp and filter fabric to the
top of the bank or as shown on plans. Blend dpi smoothly W ant surrounding land.
3. Apron should be straight and properly aligned with the anceiving stream. If a curve is necessary
to fit site donations, curve the apron near the upstream and.
4. Compact any fill used in the su ograde to me density of surrounding unaisuubed material.
Subgmde should be smooth enough to Protect fabric from tearing.
S. Indeed a Continuous section of extra strength fitter fabric on smooth, Compacted foundation.
6. Protect than fabric Tram tearing while placing dpmp wM machinery. Repair any damage
immediately by removing siprap and installing another section of fitter fabric. Upstream motion of
fabric should overlap downstream section by a minimum of i 1
mariermalapalpapapim'sove. Riprep should
THI DRAWING IS NOT A CERTIFIED SURVEY AND
NO RELIANCE MAY BE PLACED IN ITS ACCURACY.
THI DRAWING HAS NOT BEEN REVIEWED BY ANY
GOIN ERNMENTAL AGENCY FOR COMPLID19LATI.5
ANN APPLICABLE LAND DEVELOPMENT OR OTHER
RE( ULATIONS. EXISTING INFORMATION IS BASED
IIIONItI;F4AEBiEF4LAND6D0WNWl®tA&nD1 W^MsignManual,
Section A -A
OUTLET TO WELL DEFINED CHANNEL
Filter Blanket
MAINTENANCE
1. Inspect riprap outlet structures after heavy reins for erosin at sides and
ends of apron and for alone displacement.
2. Make repairs immediately using appropriate stone sizes. Do no place
stones above finished grade.
3. Repair any damage to filter fabric by remaining the dpmp and placing
another piece of fitter fabric over the damaged area. All Connecting joints
should cynal by at least one foot ff the damage to the fabric is extensive
reply a entire filter cloth.
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Owner:
CBMMPROPERTIES LL C
CONTACT..
238 N. MCPHERSON CHURCHRD
FAYE=117LLE, NC 28303
PHONE:[phone]
FAX.'910-864-0938
Project:
THE ESTATES
OF
GEORGETOWN
PHASE I
g 0405-42-0744
tax id 0405-52-1954
A:
0405-51-2958
township: Rockfish
County: Curglouland
state: NC
EROSION
CONTROL
DETAILS
CONSTRUCTION
DOCUMENTS
job I P12-096
date: 12�02� 13
drawn by: PDM
Burley by: JTR
checked by: JAN
sheet no.:
C22

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Owner:
CBMMPROPERTIES LLC
CONTACT.-
238 N. McPHERSON CHURCHRD
FAMTEWLLE, NC28303
PHONE:[phone]
FAX [phone] t
Project:
THE ESTATES
OF
GEORGETOWN
PHASE 1
0405-42-0744
tax id
o044os-51-29ss
township: Rockfish
county: Cumberland
state: NC
DRIVEWAY
PERMIT
DRAWING
CONSTRUCTION
DOCUMENTS
job no.: P12-096
date: 12/02/ 13
drawn by: PDM
survey by: JTR
checked by: JAN
sheet no.:
C23