SW6190901_Plan (Set)_20191106

a
SITE NOTES
1. PROPERTY SUBJECT TO ALL EASEMENTS, RIGHTS -OF -WAY AND RESTRICTIVE COVENANTS
OF RECORD.
TAX PINs: 494450001431
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.
HOKE LANDING 3., LLC
CONSTRUCTION DRAWINGS
GENERAL NOTES
DEVELOPER INFORMATION:
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28315
[phone]
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL APPROVALS ON THE JOB SITE AT ALL TIMES.
2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO HOKE COUNTY PUBLIC WORKS AND NCDOT STANDARDS AND SPECIFICATIONS.
3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES PRIOR TO THE START OF
CONSTRUCTION (NC ONE CALL CENTER 1-800-632-4949). COST TO REPAIR DAMAGED UTILITIES SHALL BE BORNE BY THE CONTRACTOR. ANY LOCATION OF
UNDERGROUND UTILITIES AS SHOWN ARE BASED ON VISIBLE EVIDENCE AND DRAWINGS IF PROVIDED TO THE SURVEYOR. LOCATION OF UNDERGROUND UTILITIES
AND STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON, AND ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPROPRIATE UTILITY COMPANIES
FOR INFORMATION REGARDING BURIED UTILITIES.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECONNECTION OF DISTURBED UTILITY SERVICES ENCOUNTERED WITHIN 8 HOURS OF INTERRUPTED SERVICE.
CONTRACTOR SHALL NOTIFY USERS 24 HOURS PRIOR TO POSSIBLE INTERRUPTIONS OF SERVICE.
UTILITY NOTES 5. EXCEPT AS SPECIFICALLY STATED OR SHOWN, THE BASE SURVEY DOES NOT REPORT ANY OF THE FOLLOWING: EASEMENTS, OTHER THAN THOSE VISIBLE DURING
FIELD EXAMINATION OR AS IN DOCUMENTATION PROVIDED BY THE CLIENT OR ATTORNEY, BUILDING SETBACKS, RESTRICTIVE COVENANTS, ZONING OR LAND USE
1. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL REGULATIONS AND ANY FACTS THAT A TITLE SEARCH MAY DISCLOSE.
CONSTRUCTION AND EXCAVATION ACTIVITIES PROCEED ACCORDING TO THE LATEST OSHA GUIDELINES. -
6. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
2. UTILITY LOCATIONS:
7. PROPOSED BUILDING SETBACKS ARE AS SHOWN HEREON. IF NO SETBACKS ARE SPECIFIED, ANY STRUCTURES OR IMPROVEMENTS PLACED ON THIS SUBJECT
2.A. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR IS RESPONSIBLE FOR PROPERTY MUST COMPLY WITH RESTRICTIVE COVENANTS, ZONING, DOCUMENTS OF RECORD GOVERNING SUCH IMPROVEMENTS AND ANY BINDING AGREEMENT
LOCATION OF ALL EXISTING UNDERGROUND UTILITIES. CALL NORTH CAROLINA 811 (PHONE BETWEEN THE DEVELOPER AND THE BUILDERIOWNER.
1-800-632-4949) THREE WORKING DAYS PRIOR TO EXCAVATION.
8. UNLESS OTHERWISE NOTED, THIS PROPERTY HAS NOT BEEN INVESTIGATED WITH REGARDS TO WETLANDS AND NO DETERMINATION HAS BEEN MADE AS TO THE
2.6. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND WORK WITH THEM TO EXISTENCE OF WETLANDS WITHIN THE BOUNDARIES SHOWN HEREON.
REMOVE CONFLICTS.
9. IF WETLAND AREAS ARE SHOWN ON THIS SUBJECT PROPERTY, THOSE AREAS WERE STAKED AND DETERMINED TO BE SUCH BY OTHERS. THE SURVEYOR'S
2.C. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS AND CERTIFICATION HEREON CERTIFIES TO THE LOCATION OF THOSE AREAS, AS STAKED BY OTHERS, BUT LOCATED UNDER THIS SURVEYOR'S SUPERVISION AND
COORDINATE WITH THE ENGINEER FOR CHANGES TO THE SEWER LINE LOCATION AND, OR UTILITIES. IF PLATTED HEREON.
CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE AGENCY.
10. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED DURING THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE
2.D. LOCATION AND ELEVATION OF EXISTING UTILITIES AS SHOWN ON THE PLANS ARE APPROXIMATE. EXISTENCE OF UNDERGROUND CONTAINERS, WHICH MAY AFFECT THE USE OF THIS TRACT.
3. ALL MATERIALS FURNISHED AND WORK PERFORMED SHALL BE IN CONFORMANCE WITH HOKE COUNTY PUBLIC
WORKS.
4. NOT ALL FITTINGS AND VALVES ARE SHOWN ON THE PLANS. CONTRACTOR SHALL INSTALL ALL FITTINGS AND
AND VALVES AS REQUIRED TO MEET HOKE COUNTY PUBLIC WORKS STANDARDS.
5. 42" MINIMUM COVER SHALL BE PROVIDED OVERALL WATER MAINS UNLESS SHOWN OTHERWISE.
6. THE CONTRACTOR SHALL PROVIDE THRUST BLOCKING AT BENDS AND TEES PER HOKE COUNTY PUBLIC
WORKS STANDARDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF
REQUIRED DURING INSTALLATION OF NEW WORK.
SHEET LIST
C-00 COVER SHEET
C-01 EX. CONDITIONS/DEMO PLAN
C-02 SITE PLAN
C-03 GRADING AND DRAINAGE PLAN
C-04 UTILITY PLAN
C-05 EROSION CONTROL PLAN
C-06 STORMWATER MANAGEMENT
DETAILS
C-07 EROSION CONTROL DETAILS
C-08 UTILITY DETAILS
C-09 GENERAL DETAILS
11. IF THE BASE SURVEY IS LABELED "ZERO LOT LINE" THERE ARE, IN ADDITION TO OTHER EASEMENTS SHOWN, MAINTENANCE EASEMENTS ON ALL INTERIOR LOT
LINES, SAID EASEMENTS BEING 10 FEET IN WIDTH AND UNLESS OTHERWISE NOTED, 5 FEET EACH SIDE OF SAID INTERIOR LOT LINE.
12. IF THE STREETS AND ROADS SHOWN ON THIS MAP ARE LABELED AS PRIVATE STREETS, THE FOLLOWING NOTICE APPLIES TO THOSE STREETS: NO PUBLIC AGENCY
IS PRESENTLY RESPONSIBLE FOR MAINTENANCE OF THE PRIVATE STREETS SHOWN ON THIS PLAT. PRIVATE STREETS ARE FOR THE USE OF ALL OWNERS OF
PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND ALL REPRESENTATIVES OF GOVERNMENTAL AGENCIES FOR INGRESS AND EGRESS, AND FOR THE
CONSTRUCTION, INSPECTION AND MAINTENANCE OF PUBLIC STREETS, UTILITIES, AND DRAINAGE STRUCTURES. THE STREETS ARE THE SOLE RESPONSIBILITY OF
THE DEVELOPER AND/OR HOMEOWNERS ASSOCIATION.
13. CONTRACTOR SHALL VERIFY EXISTING ELEVATIONS AND GRADES INFIELD AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO ANY CONSTRUCTION OR
GRADING ACTIVITY.
14. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION
STAKES., PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED BY A
PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
15. CONTRACTOR SHALL INSTALL AND MAINTAIN MEASURES AS NECESSARY DURING CONSTRUCTION FOR EROSION AND SEDIMENTATION CONTROL AND SHALL AT ALL
TIMES ADHERE TO THE EROSION AND SEDIMENTATION LAWS AS PRESCRIBED BY THE NC DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES.
16. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL APPLICABLE HOKE COUNTY, HOKE COUNTY PUBLIC WORKS AND NCDOT STANDARDS AND
SPECIFICATIONS.
17. OCCUPATIONAL SAFETY & HEALTH ADMINISTRATION REGULATIONS (OSHA): CONTRACTOR SHALL ENSURE ALL CONSTRUCTION ACTIVITIES PROCEED ACCORDING TO
THE LATEST OSHA GUIDELINES.
18. AMERICAN WITH DISABILITIES ACT (ADA): CONTRACTOR SHALL ENSURE THAT ACCESSIBLE PARKING SPACES, ACCESS AISLES, RAMPS, AND ACCESSIBLE ROUTES TO
ALL ACCESSIBLE BUILDINGS (AS DETERMINED BY THE OWNER) MEET THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE
DESIGN. IF CONTRACTOR IS UNABLE TO MEET THE CURRENT MINIMUM REGULATIONS AS OUTLINED IN THE ADA STANDARDS FOR ACCESSIBLE DESIGN, FOR ANY
REASON, THE CONTRACTOR SHALL NOTIFY LARRY KING AND ASSOCIATES, RLS, PA, AND THE OWNER/DEVELOPER, IN WRITING, PRIOR TO COMMENCING ANY
CONSTRUCTION ACTIVITIES.
19. IT IS RECOMMENDED THE OWNER/DEVELOPER CONSULT WITH A GEOTECHNICAL ENGINEER OR OTHER PROFESSIONAL FOR ALL BUILDING FOOTINGS/FOUNDATIONS.
20. ANY RETAINING WALLS SHOWN ARE FOR LOCATION PURPOSES ONLY. ALL RETAINING WALLS SHALL BE DESIGNED BY OTHERS.
NOV M R 412019
EXISTING
PROPOSED
CATCH BASIN
CONCRETE MONUMENT
- -? 23-- ---
123
CONTOURS
1
CONTROL CORNER
�-
DRAINAGE SWALE
Ell
❑
DROP INLET
--F-
ELECTRIC LINE
y
FIRE HYDRANT
GAS LINE
w
►�
GATE VALVE
0
IRON PIPE, REBAR OR
BREAK IN LINE
OVERHEAD LIGHTING
•
SANITARY SEWER CLEAN OUT
-
—�-
SANITARY SEWER MAIN
S
SANITARY SEWER MH
X123.23
SPOT ELEVATIONS
!-
STORM DRAIN JUNCTION BOX
STORM DRAIN PIPE
UTILITY POLE
•
WATER BLOW OFF
-w-
-w-
WATER LINE
•
WATER METER
►I
WATER REDUCER
Pq
WATER TEE
N
WATER VALVE
ABBREVIATIONS
ADA = AMERICANS WITH DISABILITIES ACT
ASPH = ASPHALT
CB = CATCH BASIN
CL = CENTER LINE
DI = DROP INLET
DIP = DUCTILE IRON PIPE
EC = EROSION CONTROL
EIP = EXISTING IRON PIPE
ER = EXISTING REBAR
EX = EXISTING
FEMA = FEDERAL EMERGENCY MANAGEMENT AGENCY
FES = FLARED END SECTION
FIFE = FINISHED FLOOR ELEVATION
FH = FIRE HYDRANT
HP = HIGH POINT
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
RJDI = RESTRAINED JOINT DUCTILE IRON
RAN = RIGHT-OF-WAY
SR = SET REBAR
SS = SANITARY SEWER
STA = STATION
TBR = TO BE REMOVED
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Owner:
JOSEPH P.
RIDDLE, III
ESCROW
TRUST
CONTACT
4200 MORGANTON ROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax Id #: 49445-00-01-002
49445-00-01-430
49445-00-01431
49445-00-01-432
township: Raeford
county: Hoke
state: North Carolina
COVER
SHEET
CONSTRUCTION
DOCUMENTS
job no.: P 19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-C�Q

DEVELOPER
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28314
SITE WETLANDS NOTE:
A SITE INVESTIGATION WAS PERFORMED BY MICHAEL
EAKER, SENIOR SOIL SCIENTIST AND PRESIDENT FOR
SOUTHEASTER SOIL & ENVIRONMENTAL ASSOCIATES,
INC. THE PURPOSE OF THE INVESTIGATION WAS TO
DETERMINE THE EXISTENCE AND EXTENT OF AREAS
THAT EXHIBIT THE CHARACTERISTICS OF
JURISDICTIONAL WETLANDS UNDER SECTION 404 OF THE
CLEAN WATER ACT. ALL WETLAND DETERMINATIONS AND
DELINEATIONS WERE MADE IN ACCORDANCE WITH THE
1987 US ARMY CORPS OF ENGINEERS WETLAND
DELINEATION MANUAL.
NO AREAS THAT CLEARLY MEET THE 3 REQUIRED
CRITERIA FOR JURISDICTIONAL WETLANDS WERE
OBSERVED AT THE SITE. IT IS THE OPINION OF THE
INVESTIGATOR THAT JURISDICTIONAL WETLANDS DO
NOT APPEAR TO BE PRESENT ON THIS SITE.
LEGEND
DENOTES REBAR OR BREAK IN LINE
CONCRETE MONUMENT
WATER METER
GATE VALVE
WATER LINE
FIRE HYDRANT
FIRE LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
CATCH BASIN
DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
GAS LINE
FIBER OPTICS
STORM FORCE MAIN
OVERHEAD UTILITY LINE
EXISTING
0
0
m
-EW-
�x
0S
_SS_
---GAS-
_F0-
-EX FM-
_0U_
PROPOSEDI
MrH(3478)
EX. SDMH(3379),_,­-C-X'�_ST
NOT SL1a)4C-Y-Ft NOT SURVEYED
-E�CB(3476)
NOT SURVEYED
N CONCRETE CURBBE REM EX. ssm
(NOT SURVEYED) W
92'* EX. - &____ SS
OHP OF tjo
,P _FSUR EYM�
N71009'42"E ______SS
SS E\jq U77t/ ft.TSDMH(3378)
30.17' TOP-255.61 SS SS N SURVEYED
(TIE LINE) INV 249.86 SS EX-8" C;_900 \,Nt�ER 10
EX C13(3497 8"PVC E\N Ew, SS E CB(3479)
(AT SURVEYED
TbP-255.9� EX.399 E\N
Ss SS
EX. SSMF INV 249.91SS EW 7 1 7 7 177
I 4F - --
EX. PK NAIL TOP 21�J.0_ Ss -EW S
NV 2 .9� EW
CONTROL SS. '71 '7 EX. SMH
�EW SS (NO SURVEYED)
CORNER EX. SSIVIH --,P\JC -m 00 E P7 P7
N - 456920.3317 TOP 257.6 77725'-B� Ss /,r7 I Ie ;
- 1948386.3447 m NV 248. Ss 4F ---
E \1q
9 C) 0 DI
F_\N _Y\.B REM f"7
EW
'WV DI(3 98 rr7'
XbP 25 .2 �T 5 Be "RCP
INV 250.34 R OVED I I
25
r1l - Tn -rmn-
0
t*14
C�
tz
k 1
25 Y)
_J
57
4944-50OD-1432\FT. 7j52
'173 ACRSF FOOD LION FAMILY DOLLAR
VTSSDURVEYED)
CB S63738
RETAIL WO<T RVE%D
U')
V)
CASITA VIDEO
HUT 17 7
CONCRETE CtJR8 0
BEREMO 1 7 1 7 1 7 1�
28V
7 '7
I TO 9E- 7 7 7
MOVED
7 7 7
EX. DI(348
'9) 11 - TOP-
5.4 ---- - - - - - - , 5
INV 4�9.7514
rn D CURB EMOVAL -2 6-
(A Zn
CB TO BE 0 LA
REMOVED
EX. 255
8100 mom
(3488)
TOP-255.81
EXISTING
INV 248. PARKING
GHT00'LE
BE REMOVED GHT POLE EXISTING
BE REMOVED PARKING
EXISTING
PARKING
Q
EMOVAL -CURB CONCR REMCtJRB 4944-5000-1 . FT. 2
BE 1492.16 SO
7.88 AC.
EX. SSIVIH
(N SURVEYED)
ENC S &3y376)
SDU H
M NV.T R ED
LA E CB
71 S63480)
0') GH OLE NIT SURVEYED
49447,WOOF4431 00
67,246 so. - BE 0
_REM�
r -1 1.54 ACRE I �EX CB 34
. TbP- .
�d EXISTING INV 245.85
0
PARKING
EXISTING
-PARKING
EXISTING EX. CB(3481)
TOP-249.34
PARKING INV 242.44
CONCR CUR
To BE R 0
4, EX. TOP-
RCP -1.56%
-
EX. PIPE TO 53.0 193`1
TO INV 245.45
REMO
EX. CB(3697)
TOP-253.58 25
INV 246.78
- �7 1 f3 Rc� / I �1 I , i 1
J Tb
--- 54
13
X. CB 349 S09 Ln
11 o'
--4NV-247.36 IC13066)'
fi EX. CB -25 \CB \ 369 1 T 252.�6
3487 �35'- ��%P
TOP'tM.9 @1.0 IN 246.1
INV ��6.
00
-- - - - - - - - - - -
tot,
1170 C.
IN
It
4 -50DO-1
SQ.FT432 944
V� 34,655 . Q
e1 0.80 ACRE
4 V14-5?
13 Q.W.431
1.05 ACRE
:5
--J
SQ.
1.33 ACRE Ln
2849,144-28 5000-1432
QT
0.65S A%
rn
:2E 0
of
rrl
361,
1;
EX. SSMH TOP: 256.66 TOP: tX 5.33
H\
1NV: 248.13 INV 6.81
rri 0)- SS SS SS SS 013 - 31-) - _')�) - 11 11
S SS _SS__SS SS - Ss- SS
OHP- OHP OHP- OH 65.78'-8" SDR-35@0.5% EX., 311.23'-8 OHgDR-5@2.23��.
P­__����u I P OHP OH OHP­---�-X_ �Fip OHP----- - -OHP OH 6AP­ H-P OHP OHP OHP-0 0HP-' OHP
--EX. SSMH
7_ TOP: 246.77
256-
- - - - - - -- - - - - - - - - - - - - - - - - - -2-0.86
W W_ __�EW_ EW
EW' EW- EW- EW- "W- EW- EW- EW EW- E EW�_ �_EW-�- -E-W W _E
-255-
- - --- - ----- - -------
Cb --- ---
250-
U.S. 401 FAYETTEVILLE ROAD
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Owner:
JOSEPHE
RIDDLE, III
ESCROW
TRUST
CONTACT.-
4200 MORGAVTON ROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE
tax id #: 49445-00-01-002
49445-00-01-430
49445-00-01-431
49445-00-01-432
township: Raeford
county: Hoke
state: North Carolina
EXISTING
CONDITIONS
Cx
DEMOLITION
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11/04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
G01

DEVELOPER
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28315
NOTES:
1. ALL CONCRETE CURB AND GUTTER IS 24" WIDE UNLESS OTHERWISE
NOTED.
2. ALL CONCRETE APRONS ARE TO BE MINIMUM 6" THICK, UNLESS
OTHERWISE NOTED.
3. APPROPRIATE TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR
TO COMMENCEMENT OF ANY WORK WITHIN THE ROADWAY.
4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
CERTIFICATIONS, EQUIPMENT, ETC. THAT MAY BE REQUIRED.
5. THE ENGINEER AND / OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE
PROJECT AS SET FORTH IN THESE PLANS.
STORM DRAINAGE NOTES
1. ALL STORM DRAIN PIPE SHALL BE CLASS III REINFORCED CONCRETE
PIPE UNLESS NOTED OTHERWISE.
2. ALL PIPE SLOPES AND LENGTHS ARE HORIZONTAL DISTANCES TO
CENTER OF STRUCTURE.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL NCDOT AND
SPECIFICATIONS.
POND CONSTRUCTION NOTES:
• SEE SHEETS C06 FOR POND CONSTRUCTION DETAILS
• IF GROUNDWATER IS ENCOUNTERED DURING POND EXCAVATION, THE
CONTRACTOR SHALL PROVIDE MEANS TO REMOVE GROUNDWATER TO
DEPTHS NECESSARY TO COMPLETE EXCAVATION.
SITE WETLANDS NOTE:
A SITE INVESTIGATION WAS PERFORMED BY MICHAEL EAKER, SENIOR SOIL
SCIENTIST AND PRESIDENT FOR SOUTHEASTER SOIL & ENVIRONMENTAL
ASSOCIATES, INC. THE PURPOSE OF THE INVESTIGATION WAS TO
DETERMINE THE EXISTENCE AND EXTENT OF AREAS THAT EXHIBIT THE
CHARACTERISTICS OF JURISDICTIONAL WETLANDS UNDER SECTION 404 OF
THE CLEAN WATER ACT. ALL WETLAND DETERMINATIONS AND
DELINEATIONS WERE MADE IN ACCORDANCE WITH THE 1987 US ARMY
CORPS OF ENGINEERS WETLAND DELINEATION MANUAL.
NO AREAS THAT CLEARLY MEET THE 3 REQUIRED CRITERIA FOR
JURISDICTIONAL WETLANDS WERE OBSERVED AT THE SITE. IT IS THE
OPINION OF THE INVESTIGATOR THAT JURISDICTIONAL WETLANDS DO NOT
APPEAR TO BE PRESENT ON THIS SITE.
LEGEND
DENOTES REBAR OR BREAK IN LINE
CONCRETE MONUMENT
WATER METER
GATE VALVE
WATER LINE
FIRE HYDRANT
FIRE LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
CATCH BASIN
DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
GAS LINE
FIBER OPTICS
STORM FORCE MAIN
OVERHEAD UTILITY LINE
EXISTING
�sl
-SS-
-GAS-
-F0-
-EX FM-
PROPOSED
N
-w-
■
. 'n
------- - ` PROP. "NEW" DEVELOPMENT AREAS
LOT 3A - 57,733 sf
LOT 3B - 45,713 sf
EX. SDMH 3379 - "E�S[5i-(((3478 - - _ t LOT 2A - 34 655 sf
... NOT SURVEYE� - - _ - - _ - PHASE 2 DEVELOPMENT - 124,823 sf
NOT -E� U (3476) - - - --�� = - -- o cy - ( )
V U TOTAL 262 924 sf DRAIN AREA
NOT SUR EYE PROP. "NEW" IMPERVIOUS AREAS
Ex. sSM \ 3 LOT 3B - 32,436 sf 90% of lot)
�� EX. S hdkt(33s�1�-'� - -(NOT SURVEYED) c� '
P OHP off __ _ .-Ico�suRVEYE� ___ _--sS- B� \ LOT 3A - 51,960 sf (UNDER CONST)
N71°09'42"E \ - - - SS SS _ LOT 2A,B - 31,190 sf (90% of lot)
30.17 - E TOPE 34 61 ____,7_-SS SS �_ E ss ��/ Eqs PHASE 2 DEVELOPMENT - 101,266 sf
�1 EM ft-T
SVEYETOTAL - 216,852 sf
(TIE LINE) '�_ I 49.86 �- MAI S --� "fi SS EX g" C-g00 WWER MAIN �` SDMH 33fNT(
180.28'-15"RCP EX. CB�3497) g"pVC_----- EW EW \SS\ NO;TCS�JRVEY�EXISTING IMPERVIOUS AREA
m 0 1.33% TOP- 55.9 EX.399 - S ----� ON \ a
--� _ - ® EX. " - INV 249.91 SSA ----SS EW-�EW I I r� - - - EW SS 286,908 SF
EX. PK NAIL -_ �- TOP .92 _ SS EW EW I ___T-- a I - - - �� W \ems SEE EX. CONDITIONS DWG
CONTROL �� - - EX. SMH
�=1 00 �- - ��� EW \Ss (No SURVEYED) PROP. STORMWATE�R �W3TT POND (POST DEV.)
CORNER EX. SSMH - '-B"PVC -WAIN'.86 _ - EWE- N -_ j - - - - - - r� DRAINAGE AREA -
N 456920.3317 TOP 257.6 125 S'S 0 r� E
N - - - DRAINAGE AREA 2-59,436 sf
E - 1948386.3447 rr1 NV 248. �-•-- M� I - _- g �
Ew W WATE�'' �_ ---�- �� �, ter- �� TOTAL - 290,955 sf (6.67 ac)
a EW ;J i;L _ ,�
WV�---- - - - 4F � � Impervious Area:
PR055 C ,.u....� � .. � I I i - - � 1 LOT 3B - 32,436 sf
V .24 I LOT 3A - 46,388 sf
\ I I 25 LOT 2A,B - 29,714 sf (90% of lot)
n,.taes.. �_ r1 PARKING LOT - 124 211 sf
p © � _ „� ; - TOTAL - 232,749 s?
PROP. STORMWATER WET POND PRE DEV. ( )
'. DRAINAGE I�E���3�� s
0 p C \ I - - - - - _J / DRAINAGE AREA 2-59,436 sf
4s44- 00-1432� I - - - TOTAL - 290,955 sf (6.67 cc)
57,577. L So FT. -
D 1.32 ACRE \ I/� FOOD LION FAMII,Y DOLLAR AII. 1 LOTe vi us Area:
l low
_ - PHASE- -wwo' LOT 2A,B - 0 f sf
� 20' E STORY BUILD
RETAIL LOT
LOT - 55 530 sf
i li I 20' 20' 20 1 / / 5, 714 Q FT ;
TOTAL - 55,530 s�
FFE-2 7.20
MI
CASITA VIDEO l
HUT
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- o / / e TOP: 256.99 a a -
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FAYETTEVILLE
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Owner:
JOSEPH P.
RIDDLE, III
ESCROW
TRUST
CONTACT.-
4200 MORGANTON ROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #: 49445-00-01-002
49445-00-01430
49445-00-01431
49445-00-01432
township: Raeford
county: Hoke
state: North Carolina
GRADING &
DRAINAGE
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-03

IIFVFI APFR
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28315
SEWER NOTES
1. LOCATION OF SEWER CONNECTION AT BUILDING IS APPROXIMATE. SEE
BUILDING PLANS FOR EXACT LOCATION AND ELEVATION.
2. SEWER SHALL STOP 7' FROM BUILDING AT LAST SSCO AND BE
CONTINUED ON MECHANICAL DRAWINGS FOR BUILDING.
WATER NOTES
1. BFP SHALL BE LOCATED NO FARTHER THAN 100' FROM WATER METER.
2. LOCATION OF WATER CONNECTION AT BUILDING IS APPROXIMATE. SEE
BUILDING PLANS FOR EXACT LOCATION AND ELEVATION.
3. REFER TO NCDOT UTILITY ENCROACHMENT PERMIT FOR REQUIREMENTS
AND OTHER INFORMATION PRIOR TO ANY WORK WITHIN THE NCDOT
RIGHT OF WAY.
4. DOMESTIC AND IRRIGATION BACKFLOW DEVICES SHALL BE ABOVE
GROUND WITH INSULATED AND HEATED ENCLOSURES. COORDINATE WITH
ELECTRICAL PLANS FOR POWER SUPPLY CONNECTION TO HEATING
SOURCE.
5. CONTRACTOR SHALL COORDINATE THE WATER CONNECTION WITH HOKE
COUNTY PUBLIC WORKS (TELEPHONE: [phone]). HOKE COUNTY
PUBLIC WORKS WILL PERFORM THE CONNECTION TO THE EXISTING 8"
WATER MAIN.
6. CONTRACTOR SHALL SHALL COORDINATE WITH THE DEVELOPER FOR
ANY/ALL CONNECTION FEES REQUIRED BY HOKE COUNTY PUBLIC WORKS.
7. DOMESTIC WATER SHALL STOP 5' FROM BUILDING AND BE CONTINUED
ON MECHANICAL DRAWINGS FOR BUILDING.
UTILITY CONFLICTS
1. NOT ALL EXISTING UTILITIES ARE SHOWN ON THE PLAN. THE CONTRACTOR
IS RESPONSIBLE FOR LOCATION OF ALL EXISTING UNDERGROUND UTILITIES.
CALL NORTH CAROLINA 811 (PHONE [phone]) AT LEAST THREE
WORKING DAYS PRIOR TO EXCAVATION.
2. COORDINATE WITH UTILITY OWNERS FOR LOCATION OF EXISTING UTILITIES AND
WORK WITH THEM TO REMOVE CONFLICTS.
3. VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES BEFORE
CONSTRUCTION BEGINS AND COORDINATE WITH THE ENGINEER FOR CHANGES
TO THE SEWER AND/OR WATER LINE LOCATION AND, OR UTILITIES. IF
CHANGES ARE NEEDED, PLANS MUST BE APPROVED BY THE APPROPRIATE
AGENCY.
OHP OHP OHP-
N71009'42"E 30
(TIE LINE)
EX. PK N.�..
CONTROL
CORNER
N - 456920.3317
E - 1948386.3447
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1 RPPA BPF
(TIiP. 4 EACH)
E
EW �-
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SANITARY SEWER CLEANOUTTABLE
SSCO #
TOP
INV
DEPTH
Al
257.00
249.60
7.4
A2
257.00
251.00
6.0
131
257.00
249.57
7.4
B2
257.00
251.00
6.0
C1
257.00
249.36
7.6
C2
257.00
251.00
6.0
D1
257.00
249.36
7.6
D2
257.00
251.00
6.0
E1
256.50
249.48
7.0
E2
257.00
250.00
7.0
E3 1
257.00
1 250.25
1 6.8
SEWER LATERALS
UPPER LOWER DIA. INV. LENGTH SLOPE
CO# CO# (IN.) PIPE INV. UP DOWN (FT.) (%)
Al
MAIN
4
SDR-26
249.60
249.16
21
2.10%
A2
Al
4
SDR-26
251.00
249.60
67
2.09%
132
61
4
SDR-26
251.00
249.57
68
2.10%
131
MAIN
4
SDR-26
249.57
248.35
21
5.81%
C2
C1
4
SDR-26
251.00
249.36
78
2.10%
C1
MAIN
4
SDR-26
249.36
248.21
21
5.48%
D2
D1
4
SDR-26
251.00
249.36
78
2.10%
D1
MAIN
4
SDR-26
249.36
248.06
21
6.19%
El
MAIN
4
SDR-26
249.48
244.79
21
22.33%
E2
E1
4
SDR-26
250.00
249.48
15
3.47%
E3
E2
4
SDR-26
250.25
249.93
15
2.13%
-
-_ EX. CB� 497� ------ ----- - -- --~_ SS
T�NV 249.91 SS SS
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8 x2 TAPPING SADDL
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1J" DOM. WATER METE SS EWJ-EW EW--
_ - 2" RPPA BP F - - _ SS �� S
EW I
ESMH --cc�lSS--- -EW-��
Know what's below.
Call before you dig.
GRAPHIC SCALE
20 0 10 20 40 60
( IN FEET )
1 inch = 20 ft.
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Owner:
JOSEPH P.
RIDDLE; III
ESCROW
TRUST
CONTACT.-
4200 MORGANTON ROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax Id #: 49445-00-01-002
49445-00-01-430
49445-00-01431
49445-00-0I-432
township: Raeford
county: Hoke
state: North Carolina
UTILITY PLAN
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-04

SCHOOL
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Z
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SI TE
U. S. 401
Fq YETTEVILLE
READ
VICINITY MAP
DEVELOPER
HOKE LANDING 3, LLC
4200 MORGANTON ROAD, SUITE 150
FAYETTEVILLE, NC 28315
PHONE: [phone]
DISTURBED AREA = 4.17 acres
LIMITS OF DISTURBANCE IS SHOWN.
LEGEND
DENOTES REBAR OR BREAK IN LINE
CONCRETE MONUMENT
WATER METER
GATE VAI VE
WATER LINE
FIRE HYDRANT
FIRE LINE
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUT
SANITARY SEWER MAIN
CATCH BASIN
DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN PIPE
GAS LINE
FIBER OPTICS
STORM FORCE MAIN
OVERHEAD UTILITY LINE
EXISTING
PROPOSED
O
O
-EW-
w
P_
•
-SS-
-sS-
f3
-GAS-
-FO-
-EX FM-
-OU-
EROSION
CONTROL
jjLEGEND
(/'����
OF
L Lam■
LIMITS DISTURBANCE
SILT FENCE
TEMP. HARDWARE
CLOTH AND GRAVEL
INLET PROTECTION
STONE PROTECTION
OUTLET W/ CHECK DAM
GRAVEL CONSTRUCTION
ENTRANCE / EXIT
NTS
PURSUANT TO G.S. I I3A-57(3)
Provisions for permanent ground cover sufficient to restrain erosion must be
accomplished for all disturbed areas within 15 working days or 90 calendar
days (whichever is shorter) following completion of construction or
development.
GROUND
STABILIZATION NOTES
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
Permiter dikes,
swales, ditches
None
and slopes
7 days
High Quality
Water (HQW)
None
Zones
7 days
If slopesare 10' or less in
Slopes steeper
length and are not steeper
than 3:1
than 2:1, 14 days are
7 days
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
perimeters and HQW
than 4:1
14 days
Zones)
"'Extensions of time may be approved by the permitting
authority based on weather or other site -specific conditions
that make compliance impracticable." (Section II.13(2)(b))
MAINTENANCE PLAN CONSTRUCTI N SEQUENCE -�_ " 1
1. It is the responsibility of the developer to inspector have inspected all erosion control measures no less than once a week and after each run 1. Obtain all plan approvals and applicable permits. Approved erosion control plan, permit, NPDES
off producing rain event. Any repairs should be made immediately to retain all control measures. r monitoring forms and a rain gouge should be placed on site and readily available for NCDENR •
2. Maintain the gravel pad of the construction entrance. The entrance should be checked weekly and after each high traffic event. This will iInspectors.
help to prevent sediment from leaving the construction site. Periodic topciressing with 2-3 inch stone may be required. Immediately remove all -2. Prior to any land disturbing activities, install gravel construction entrance as indicated. Entrance will be hKA
LIMITS OF objectionable materials spilled, washed or tracked onto public roads. • constructed of 2-3 inch stone, a minimum of 6" thick, 25 ff. wide and 50 ff. long. If the slope towards the
ISTURBANCE
\ � - - - - _ - -� ---4. Inspect silt fence at least once a week and after each rainfall. Make any required repairs immediately. Should the fabric collapse, tear or road exceeds 2%, construct a ridge, 6-8 inches high with 3:1 side slopes, across the foundation,
EX. �dk!(33S'I')
OHP• OH \ _ _ fdp1 SURVEYED become ineffective, replace immediately. Remove sediment deposits as needed to provide adequate storage volume for the next rain approximately 15 ff. from the pavement to divert run off away from the public road.
N71 09'42"E (� _ _ ECG CB 34 event and to reduce pressure on the fencing materials. Sediment should never exceed half the designed storage volume. 3. Install silt fence around perimeter of site as shown.
30.17 - _ TOP- 61 5. Inspect hardware cloth and gravel inlet protection measures at least once a week and after each rain event. Clear the wire mesh of any S4. Excavate basin with outlet pipes and skimmer.
1 - I 49. Gi debris to provide adequate flow for subsequent rains. Take care not to damage or undercut the wire mesh when removing sediment or 5. Rough grade site.
(TIE LINE) . cleaning. Replace stone as needed to maintain design specifications. 6. Install storm drainage stem as designed. Install temporary hardware cloth & ravel inlet protection at Know what's below.
- i _�--- 9• P g P 9 system P ry
180.28 15 RCP _� EX. CB�3497� �- 9 91
m LIMITS OF 0 1.33% TOP- 55.9 Ey6. Inspect "Silt Sack" inlet protection products at least once a week and after each rainfall. Reposition products as needed to maintain control each inlet. Add riprop per dimensions and directions shown on plan. Call before you dig.
ISTURBANCE _ _ INV 249.91 around the perimeter of the basin. III positioned products will result in sediment deposits into the drainage stem. Wiring product to rate is 7. Install water and sewer and other utilities as shown on plans.
EX. S - _ SS P P P P 9 system. 9 P 9
EX. PK NAIL _ P P P P P 9 P g Y 9 P �- TOP C 3 SS acceptable as a means to keep the product in lace. Make sure all open areas of the rate are within the erimeter of the utterbudd -8. Install concrete curb and utter as shown on plans.
CONTROL \-� .`2 S _ EW product. Cleaning should take place during dry periods. Clean the area around the basin when inspection shows debris and sediment 9. Complete grading and paving according to plans. Replace excavated drop inlet protection with "Silt
deposits. Washing of gutterbuddy products should take place in a protected area and only during dry periods. Immediately replace product Sack' inlet protection products at each catch basin or drop inlet as paving is completed. These products
N - 456920 CORNER
TOEX. SSMH 125'-8 PVC SS �6 S'- EW _ at basin after cleaning. If the product shows wear from traffic, replace immediately. must remain in place until contributing drainage area is permanently stabilized and a release has been
E - 1948386.3447 m N V 248. �'� W -a1N 7. All vegetated areas will be reseeded, fertilized and mulched as necessary to maintain a dense vegetative cover. Check for damage and obtained from the local NCDENR Land Resources office.
S W 90ATE�t M _ ILT FENCE r,, washing out of materials after each rain. Repair damaged, bare or arse areas b filling an gullies, reseeding and mulching. Tackingof 10. After construction is complete, apply soil amendments on all areas left exposed, sow gross seed, fertilize
LTA' y i !L g P g P Y g Y 9 9 g• P PP Y P
1 I EW EX• Y E A ( \ mulch with netting or a tackifier may be necessary in areas of concentrated flow. If vegetation fails to emerge, have a soil test performed and mulch. Temporary ground cover should be provided within 7 or 14 calendar days as noted on plans.
t lit
and re-evaulate the choice of plant material. \ p Permanent ground cover should be provided within 15 working days or 90 calendar days, whichever
P OP. C ..u..• +� i I 8. Inspect mulches after every rainfall to check for rill erosion and dislocation of materials. Where erosion is witnessed, apply additional mulch. period is shorter, past completion of construction. See seeding schedule for recommended
OP-255.88
INV_ 252.24
LIMITS
DISTURBAN
LIMITS
DISTURBA
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c DISTURBANCE
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OF UNDERGROUND
UTILITTI S,
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A TI-
LT FENCE
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T FENCE
ILT FENCE
I III I
'
Mulch should be applied to 100% soil coverage. If necessary anchor mulches by tacking with asphalt, netting or crimping with a mulch
specifications.
•
•
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool. 11.
Remove temporary measures after the lot has
been permanently stabilized and the threat of erosion no
o
W' o
� �a
n _
12.
longer exists.
Contact the NCDENR Land
fo fip inspecti
o o
o o
_
regional ualit
n office a an close out of project.
O O �
•
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LIMITS OF 1 �
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I
ISTURBANCE �
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-
1.32 CRE
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FAMILY DOLLAR
TAIL 1
mt � �1
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/
PHASE-If"'�
h.•T
X. CB(3738
�T
/ E STORY
BUILD
Y11
SURVEYED
�,.►
5 714
Q FT
1
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7.20
N 1
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1
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CASITA VIDEO
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1
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T • 252 50 �'
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-
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s
--256�------� LIMITS OF 1
ISTURBANCE 0-
N N
01
PROP. CB-3 �.�� _ r�° ��° - - / EXISTING N 1
TOP: 256.64 _ - PARKING 1
INV: 248. / \
1 PROP �B-2 -
TQP: 256.31 - ' \ - EXISTING / 1
PARKING
EXISTING 1
- PARKING
\ ' 49 49251160SQt. FT. 1
\ ' 7.88 AC.
�- -
J EX. SSMH
T' MP. A DWARE LOTH AND GR VEL INLET I (N SURVEYED)
I( - SI I �- --
YY IAIING GRADING ACTIVITIES. 1
REPLACE JITH SILT SACK OR EQUAL) INLET I ���IEk
PROTEC TI( N PR�i U I Al- I IS I N CB SURVEYED
N�T SU(RVEY)ED
,COMPLETE THESE PRODUCTS MUST REMAIN NAT SURVEYED
4944, N PLACE JNTIL CONTRIBUTING DRAINAGE
87,E 54 AREAS AF _ STABILIZED. EX. CB 34
� / INV 245.45 �1
j \ 1 i' EXISTING TOP- 8
v LIMITS OF-� PARKING
I - U I 1 I ISTURBANCE
w I EXISTING
Co Ln ti
I' I GRAVEL CONSTRUCTION ENTRANCE EXIT I i - _ -PARKING / 1
USES- IN. �; I N HI K, - _ _ 1
j I WIDE, 50 FT. LONG MINIMUM. CONSTR ICT I EXISTING -_- LIMITS OF EX. CB(3481 1
ILT FENCE RIDGE 6-8 HIGH WITH 3:1 SIDE SLOE 'S, I I PARKING - - 1 DISTURBANC INV 242.44
;I 15' FROM EXISTING PAVEMENT TO Dlb RT \SEMENT '1 1
RUN OFF AWAY FROM EXISTING PAVE IENT �ST LIMITS OF
ON RAMSEY STREET. h i i (( 20 DISTURBANCE
ETOP B2a3� "RCP 1
\ , ( l+N7'245.45
STOP g25 97) �253 7 /� CPC�D1.0% 4 , ES-43.33
_ LIMITS OF / 0 46 -30 R DMbI-80 / 1
T 255.08 _ / -''� - �� ^ \ INV 246.78 _ DISTURBANCE 7 /�, o`� 7_W _ _- T0Fr .30 _ LIMITS OF
/ (� LIMITS OF 2 / 102 Q jl I �GQ@� G�i : 53.5 4 74 I ISTURBANCE
249.02 t _U 5 iSfi I ^ i
ISTURBANCE - - - -
�,,t n• ' .� �•i INV:244.54 1 I I 1
_'Rc
134.34 X. CB 349
Y - r
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- \ 46 388 SF MAX ' -�:: ' : \ ,0 1 \I I I I 6 I I 1
IMPEF'ZVIOUS AREA .. - - -
PROP. CB-5 LIMITS OF __.. 6 \ \ \I Ik I I I p
TOP: 254.49 ISTURBANCE `� 1 /
INV: 248.69
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\ 4944-5000=141 '` \ \I I ' i 1 0.80 ACRE II ERM. STORWATER I w 1
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.
RIP RAP OUTLET RIP RAP OUTLET SEDIMENT BASIN W/ FOREB AY AND SKIMMER - JNV: 2�9.86
W- - - EW EV� EW - - --EVd--- - - -E-W W W� ase E,�` �- E EW ��
PI�'iECTfOCES-9 PROTECTION � _> - - - - - ss- - - - _- - -- --DA=6.7ac __ - - � � -
-�- - >- -- -> - 3 > > _ 10 IN=(6.7ac)(0.78)(7.08in/hr)-35.38cfs - -� - - _ -- _ -- - LIMITS OF
- - - - - - - - - - --255- -- - - - 10 OUT=22.35cfs (Outflow from Pond) - - _ _ - _ ISTURBANCE
DESIGN Q= 26 CFS DESIGN Q=22 CFS _ _ _
- - - -- - - - -255- - - - VOL REQUIRED=1800cf/ac * 6.7oc=12,060 cf - -
Vel = 8 ft/sec Vel = 7 ft/sec - _ VOL PROVIDED=22,440cf (EL-244 to EL-245.75) -250- -
257- - A REQUIRED=435sf/cfs * 35.85cfs=15,595sf - = -
D50=0.5' (MIN.) D50=0.4' (MIN.) SA PROVIDED=16,067sf @ EL-247.60
Dmax=0.75' (MIN.) Dmax=0.6' (MIN.) -WEIR LENGTH-20 ft
Apron Thickness = 1.125' (MIN.) Apron Thickness = 0.90' (MIN.) U. S. 401 - FAYETTEVILLE ROAD
_ 16' _ , 12' *SEE SHEET C06 FOR DETAILS AND CONSTRUCTION
3DDo=-7.5' 7.5'a18.5' 3DDo=6' 6' 14' 200 FT. PUBLIC R/W SPECIFICATIONS
GRAPHIC SCALE
w=18.5'(min) w-14'(min) **NOTE: ALL BERMS AND EMBANKMENTS SHALL BE
COVERED WITH MINIMUM 4" TOPSOIL AND SEEDED
La=16'(min) La=12'(min) AND MULCHED AS SPECIFIED. 40 0 20 ao so 120
Use Class A Rip Rap with Use Class A Rip Rap with
fabric fabric
SEE DETAIL SHEET FOR CROSS SEE DETAIL SHEET FOR CROSS
SECTION. SECTION.
( IN FEET )
1 inch = 40 ft.
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Owner:
JOSEPH P.
RIDDLE, III
ESCROW
TRUST
CONTACT:
4200 MORGANTONROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #: 49445-00-01-002
49445-00-01430
49445-00-01431
49445-00-01432
township: Raeford
county: Hoke
state: North Carolina
EROSION &
SEDIMENT
CONTROL
PLAN
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-05

ASSEMBLY AND INSTALLATION
1. Glue on the 4" inlet extension to the tee on the inlet. Install the vent
2. Glue the 8' long 3" sch 40 barrel to the 3" coupling on the hose.
3. Put the other end of the barrel into the socket on the inlet extension and tighten the screws.
4. Cut the orifice inthe plug, put the plug in the inlet, and tighten the screw. Close the door.
5. Cut a trench in the bottom of the basin V to 2' deep under where the skimmer will be placed. If require, place a
support under the skimmer outlet.
6. Attach the 4" coupling on the hose to the outlet structure.
7. Attach the rope to the Tee and other other end to a stake on the side of the basin.
8. Put a fence post, 1 not 2, on the opposite side of the barrel from where the rope is tied to a stake to keep the
skimmer in place.
NOTE: Put the skimmer where you want it to settle to the bottom and rive a metal fence post into the ground on the
outside of the barrel (away from the side) 2' from the float to hold the skimmer in that place. Make sure it is high
enough so the barrel does not float over the top when the basin fills. Posts on both sides of the barrel are not
recommended because it will prevent pulling the skimmer to the side for maintenance.
MAINTENANCE
• TRASH: If the inlet screen clogs and there is water in the basin, tugging on the rope several times will usually
wash the trash off and restore flow. If not, pull the inlet to the side of the basin and use a stick to clean the
screen. Open the screen door and remove any trash or sediment inside so grass or trees do not grow in the
inlet.
• SEDIMENT ACCUMULATION AROUND THE SKIMMER: A shallow, long basin, using baffles, and inflow in the basin
at the opposite end from the outlet help keep sediment away from the skimmer. If sediment restricts skimmer
movement, pull the skimmer to one side and excavate under it.
• ICE: Try to keep ice broken up at the inlet and around the barrel to keep water flowing, making sure it less likely
the inlet will freeze. Spray painting the float black to absorb heat is recommended. Use paint that will stick to
PVC.
• HANDLING THE SKIMMER: The skimmer is make of plastic and will withstand heat, cold and sunlight but it needs
to be handled by hand, not grabbed with a backhoe bucket and moved around, especially in cold weather.
To remove the skimmer, disconnect the hose first, then disconnect the barrel from the inlet connection. DO
NOT try to pull the skimmer loose with a backhoe.
• VANDALISM: Keep unauthorized persons that may do damage off the site. Do not provide rocks close to the
skimmer if possible. If possible, taking other considerations into account, position the skimmer out in the basin
away from the banks to decrease the potential for a successful hit.
Rope
3" SCH 40 solid pvc
Vent barrel or "arm" supplied
by contractor
Inlet Door
�,7\
4" inlet
extension
v
3" SCH 40 solid pvc
barrel or "arm" supplied
by contractor 3" hose
SKIMMER DETAIL
Reference: Manual for Designing, Installing and Maintaining
Skimmer Sediment Basins, February 2001, J.W. Faircloth & Son
1/2"X4" WEDGE OR EPDXY
1/2-X 4" WEDGE OR
ANCHOR NTH, WING NUT
EPDXY ANCHORS BOLTED
0 o
AT SLOTTED CONN-CTlON
TWO EACH CORNER
TWO HINGES WELDED
TO PLATE TO OPEN
it ACCESS HATCH
BARS BENT
Z
z
WELDED TO
a (
I PLATE
fk,
ua
3.x 3/8"
Z 1
SUPPORT PLATE
-
I Maw
I
i
TOP VIEW
1 -1/2 WIDTH-1
2-BAR SUPPORT
" 6X 1
BARS BENT AT CENTER /2" PLATE BENT TO
WELDED TO
TRASH RACK ANGLE.
PLATE
BARS WELDED TO PLATE
rf4 BAR
TRASH
3"X 3/8" RACK
)
SUPPORT
PLATE
+
ELEVATION VIEW
TRASH
RACK DETAIL
Calculate Skimmer Size
Basin Volume in Cubic Feet
Days to Drain*
*In NC assume 3 days to drain
22,440. Cu. Ft Skimmer Size 3.0 Inch
3.00 Days Orifice Radius 1.3 Inches]
Orifice Diameter 2.6 Inch[es]
�-----r--r-7-- -----l--r--r-7 7--7 ---r--7--7--r-7--7 7--r----7--r 7--j--7--7--� -1
-
- -----------------
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TEMP
- REDUCE
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VC PIPE ! I I t I 1 11I
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-
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COVER AND 1 I
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I I I I
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SKIMMER CONNECTION DETAILS
Scale: Not to ca e
NOTES:
1. ALL ASPECTS OF BMP SHALL BE NON -CORROSIVE.
2. TRASH RACK OPENINGS SHALL NOT EXCEED 5.5".
TOP ()F RISER-246.70'
250---------------------------- ,-_T-__r__-- 3'X3'(INTERIOR,) CONCRETE RISER ---- -- - -- -- ----
__I-- _
PROVIDE 3
r- -f--�
------ ---r--i-- ----! --i--
� -TRASH RACKIMM(SEEIDETAIL)
249 i-------i-----7--i--rl
248 I t I I
1 .______.____-__.__�__L__L_1_ ___1__1
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100 YR.-247.92 __-` ) ------+---I--�--�-- 1----�--I---r
10 YR.-247.59246V.:175.0_0
---- - -- -- --- - ---- - ---- ------r--i ---
-- - -- --r--r-7--r- r---r--i -
1 YR.-247.12 I 1 I I
TPE-245.75245 1 1__ _I_ 1__L__I___1__L
6 �� OPENINGS } 1
PPE-244.00244 I 1
-- I------+-------+---I---I
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E (ANTI-SEEPI COLLAR
k
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STORAGE
1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
I I I I I
235 � ---------1_-L- I I
----- - -'--1- --'-- -- --'-- -- --' -
i
3000 PSI CONCRETE 6"PVC
12"MIN. 12"MIN. FOOTING 4.5'x4.5'x15" SCREW TYPE
RISER W/ ANTI -SEEP COLLAR PLUG
H..`.., . 6"x6"TEE 6" PVC PIPE
,%._::•,,.. ' ::3;i!::• 4" INV-944 tin
15• INSTALL #4 RE3AR ON 4"
�d:•ai a: a,
:y 2" CENTER HOLE DRILLED FOR
4'x4' CONTROLED ORIFICE
ANTI -FLOTATION DEVICE DRAWDOWN ORIFICE
This document provides general installation guidelines for the ArmorMaxal anchored reinforced vegetation system used in
non-structural applications including levees, stream and river banks, and storm water channels.These non-stmctural
applications are lYPfoalNdesi tied usin TYe 2 ea
rth anchor
s. For installation guidelines with Armorax and
Type 1A and/or IB earth percussion anchors used in structural appications, please contact Propex.
Site Preparation / Prepare Subgrade
• Grade and compact area as directed and approved by Engineer. Suhgade shall be uniform and smooth. Remove all rocks, clods, vegetation or
other objects so the installed mat will have direct contact with soil sudace.
• Prepare seedbed by loosening the lop 2-3 in (50-75 mm) of sail.
• It is suggested that a son test be conducted to ensure sail fertility.
• Incorporate amendments soon as lime and fertilizer and/or wet the soft n needed-
• Do not mulch areas where mat is to be placed.
• Foradi itional factors of safety, also seed prior to system installation.
• Consult project plans and/or specifications for seed types and application rates,
Levee Installation
• Install InitialTrench on Wet Side and Protected Side of the levee - refer to Figure 1A
• Unroll HPIRIA up the levee and across the crest
• Install puts and earth percussion anchors based on frequency and spacing of fie -down devices drown in Figure 2 or as designed in project
specifications/drawings Figure 3 details procedure for installation of earth percussion anchors
• Install Longitudinal Edge Trench on the first and last roll of the onjecl - refer to Figure 4.
• For levee slopes longer than 45 A (13.7 m), Instant modified check slots - other to Figure 5.
Note: All seam overlaps shall be a minimum of 6 in (150 mm). For end of roll overlaps see detail fit figure 7.
WETSIDE PROTECTED SIDE
LEVEE CROSS-SECTION
OVERVIEW OF LEVEE
R-vPEX I THE ADVANTAGE CREATORS:'
GEOSYNTHETICS
POND RISER DETAIL
Scale: NTS
POND CROSS SECTION
Scale: Nof fo ca e
wpm ma m "P x w.�rma
uaorn
Figure 4 - INITIAL TRENCH DETAIL
�. f .
� o as
i i.•"P•-" �.�' _ t YI r r 7 �-sm•roso"a"•s""
PIN MAIL
x .I r • x
EARTH x r x x x , x x x • r
PERCUSSION x :
j q ANCNOfl
8• x r . .' l
\`- palle�rboaN
Figure 5 - PIN AND ANCHOR PATTERN DETAIL
Nole:lhe anchor patens shmm (which 6 OA and 03/51) does nut Include ancl"R tar trenches, end.1 roll
avedaps, and moddiml Check slots
Installation Rod removal LoadlOckhg secure plate
aqa ref
IM HPTRM I
I_
Type 2 Type 2 Type 1
Anchor only Ancnar
Anchoronly
NOIe: Tnm excess lerlden AIIeP seCuru,g plate
Figure 6 - EARTH PERCUSSION ANCHOR INSTALLATION
WEIR ARMORING DETAIL
Scale:
Figure 7 - LONGITUDINAL EDGE TRENCH
TEFMINALTFeNCX.a
Figure 9 - TERMINAL TRENCH
POND INSET
SHALLOW WATER COMMUNITY Scale: = SHALLOW LAND COMMUNITY
SHALLOW LAND COMMUNITY
(EL. 244.00 to 244.50 )= 1577 S.F. 1 PLANT/4S.F. 24" O.C. = 394 PLANTS
PLANTTYPE
QTy
BOTANICALNAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
123
Ascle ias Incarnata
Swamp Milkweed
CONT.
4" Pot
24" O.C.
123
Helianthus Angustifolius
Swamp Sunflower
CONT.
4" Pot
24" O.C.
123
Hibiscus Coccineus
Scarlet Rosemallow
CONT.
4" Pot
24" O.C.
SHRUBS
8
Eubotrys Racemosa
Swamp Doghobble
CONT.
3 Gal.
18"-24"
24" O.C.
8
H pericum Densiflorum
Bushy St. Johnswort
CONT.
3 Gal.
18"-24"
24" O.C.
9
Vaccinium Corymbosum
Highbush Blueberry
CONT.
3Gal.
18"-24"
24" O.C.
NOTE: ONLY HERBACEOUS SPECIES SHALL BE LOCATED ON FOREBAY BERM
SHALLOW WATER COMMUNITY (EL. 243.50 to 244.00 )= 1606 S.F. 1 PLANT/ 4S.F. 24" O.C. = 402 PLANTS
PLANTTYPE
QTY
BOTANICALNAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
HERBACEOUS
86
Iris Virginica
Virginia Iris
CONT.
4" Pot
24" O.C.
119
Equisetum Hyemale
Scoringrush Horsetail
CONT.
4" Pot
24" O.C.
119
Hibiscus Moscheutos
Swamp Rosemallow
CONT.
4" Pot
24" O.C.
39
Ph sotegia Virginiana
Obedient Plant
CONT.
I 4t' Pot
1
124" O.C.
39
iSymphyotrichum Oblongifolium
Fragrant Aster
CONT.
1 4" Pot
1
124" O.C.
I I
_ 1
I i
C
r I
= 1 I I
I I I
I
I 1
1 I I
s s • • e
I 1
. tf
Figure 8 - MODIFIED CHECK SLOT ANCHORS
OVERLAPPING EDG
FLOW COVEFREDEOGE
P
PI/STAPLE
EARTH PERCUSSION ANGHO
HPTRM
Mm. 300 mm t7 it) fryp)
HPTRM END
OF ROLIL OVERLAP JOINT
Figure 10 - END OF ROLL OVERLAP DETAIL
RPEX°is �a: AI THE ADVANTAGE CREATORS,`
�71 Le
Fo, mor6laro,malion, camaot ow tlistrlbutar.
�NILE
I
1,800.667.4811
GEOSYNTHE71CS
uuLpnoreEColyt,Al,'Ea - - nsene»•rnez,cv�cE w�[nE•IcconvimoNCanndLDNIiWSPuxucuwxESKcu�terE,ott�aEsiov
Paa '1,-'A<a.P"PaoaH" mneF=,.,P�,We» E•Pa4.urm•n»a<»abP ».oE •ona� Mot....o
WAnxrnvtEece P�PExoot's nW,vAmleM nlxt'uiaCY
��F�atuaeitt P%^'E �nPow�N"NNDiaE Paco -
WETLAND PLANTING SCHEDULE
NOTIFY DENNIS MILLER & JEFF RIDDLE OF THE
CITY OF FAYETTEVILLE AT 910433-1661
BETWEEN 8:00 AND 9:00 am, MON.-FRI., TO
SCHEDULE AN ON -SITE PRE -CONSTRUCTION
MEETING. THE PRE -CONSTRUCTION MEETING
SHALL BE SCHEDULED A MINIMUM OF 48 HOURS
IN ADVANCE. THE INSPECTOR SHALL ALSO BE
CONTACTED A MINIMUM OF 48 HOURS IN
ADVANCE TO SCHEDULE STORMWATER AND
STREET INSPECTIONS. FAILURE TO CALL FOR
INSPECTIONS WILL RESULT IN WITHHOLDING OF
THE PERFORMANCE SECURITY AND/OR DENIAL
OF STREET ACCEPTANCE.
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
al
low for settlement.
3. Shape the basin to the specified dimensions. Prevent the skimming device from settling into the mud by excavatins a shallow pit under the skimmer or providing a low support
un
der the skimmer of stone or timber.
4. Place the barrel (typically flinch Shedule 40 PVC n firm smooth f a pipe)on a , s oo h foundation of impervious so-
(tYP y PIP) pe II. 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 same 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 achievment 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 geotextile 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
fabric must be long enough to extend down the slope and exit onto stable ground. The width of the fabric must be one piece, not joined or spliced; otherwise water ccan get
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)
should overlap the lower section(s) so that water cannot flow under the fabric. Secure the upper edge and sides of the fabric in a trench with staples or pins.
8- Intlets - 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 structre and all the unstable sediment. Smooth the area to blend with the adjoining areas
and stabilize properly.
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 barrel 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 trash 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.
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Owner:
JOSEPH P•
RIDDLE, III
ESCROW
TRUST
CONTACT.-
4200 MORGANTON ROAD
SUITE 150
FAYE7TEWLLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #: 49445-00-01-002
49445-00-01430
49445-00-01-431
_ _
4944_500 01-43..
township: Raeford
county: Hoke
state: North Carolina
STORMWATER
BMP
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: A
survey by:
checked by: A
sheet no.:
C-06

A
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METER BOX WITH
RECESSED AMR READING
NOTES:
LID SET 1/4" ABOVE GRADE
18"
1. ALL MATERIALS SHALL BE APPROVED BY
HOKE COUNTY PUBLIC WORKS.
FINISHED RADE
--i
NOTES:
2. METER BOX SHALL NOT BE LOCATED o
EQ EQ .,,
I
WHERE H-20 LOADINGS CAN IMPACT BOX
'
1. ALL MATERIALS TO BE APPROVED BY HOKE COUNTY PUBLIC WORKS. 10. THE DISTANCE FROM TOP OF LOCK VALVE OPERATING STEM
OR COVER.
TO TOP OF BOX SHALL BE 8" MIN. TO 10" MAX.
`O
2. SERVICE LATERAL SIZE V IPS POLYETHYLENE UNLESS
1• FULL PORT ANGi E BALL VALVE---i�J.-
WITH ONE OR TWC STEP STYLE
z COMPRESSION FOR IPS PE INLET
AND FEMALE METE R THREAD 12" METER COUPLING WITH 314• FEMALE
OTHERWISE SPECIFIED, 11. RESIDENTIAL METER BOX SHALL BE SET 18" FROM RIW TO
CENTERLINE OF METER BOX PERPENDICULAR TO THE RNY.
3. SERVICE LATERAL INSTALLATION SHALL BE APPROVED BY
HOKE COUNTY PUBLIC WORKS.
12. COMMERCIAL METER BOX LOCATION SHALL BE AS APPROVED.
W� TOP VIEW BOTTOM VIEW
--- - - - -
-1" CC SINGLE SWIVEL NUT WITH .00K. ALL � � THREAD METER SWIVEL NUT x 3/4" MIPT.
5. WATER SERVICE LOCK VALVE TO BE LOCATED 18" FROM (NO METER TO BE INSTALLED LESS THAN 5- FROM BLDG. TO
STAINLESS STEEL INSERTS SHALL BE STAINLESS (NOTE: USE 1" FOR IRRIGATION SERVICE)
STRAP SADDLE STEEL.
SANITARY SEWER CLEAN OUT STACK WHEN INSTALLED IN EDGE OF BOX).
SAME DITCH.
BALL CORPORATION STOP 1"x7-1/2• SPACER FOR DOMESTIC SERVICE,
13. LATERAL SHALL BE CENTERED ON LOT UNLESS OTHERWISE
APPROVED BY FAYPWC.
!1 r-
WITH AWWA INLETS, ONE 1"x10-3/4" SPACER FOR IRRIGATION
6. WHEN INSTALLED IN A PAVED AREA, METER BOX TO BE SET
OR TWO STEP STYLE 1"x1"xt" BRASS TEE SERVICE, SPACER SHALL BE FURNISHED BY
1/4" ABOVE FINISHED PAVEMENT GRADES AND PAVEMENT 14. LATERAL SHALL NOT BE BACK FILLED UNTIL INSPECTED BY
COMPRESSION FOR IPS PE, INSERT CONNECTION PWC.
FEATHERED TO TOP OF BOX TO PROVIDE DRAINAGE AWAY HOKE COUNTY PUBLIC WORKS PROJECT COORDINATOR.
1 WITH STAINLESS STEEL
FROM BOX.
-
INSERTS.
BRICK METER BOX BASE
7. COMPOSITE METER BOXES SHALL BE USED IN TRAFFIC 15. WATER MAIN AND LATERAL SHALL PASS HYDROSTATIC (200 PSI)
L A
-1" IPS POLYETHYLENE
"A"
AREAS AND STERILIZATION TESTS.
PLAN
PIPE PE 4710, 250 PSI
ASTSIDM ASTM D2737 45574E 1" FULL PORT ANGLESEEINSET
DOMESTIC METER IRRIGATION M ETER
S. INSTALL SOLID CONCRETE BRICK BASE WITH NO GAPS, DO 16. SHOULD IT BE NECESSARY TO CRIMP THE WATER SERVICE
"A".
--------- ---------- - ----. -
BALL VALVE
NOT LAY BRICK ON PIPE. SEE INSETLATERAL, A FULL CIRCLE REPAIR CLAMP SHALL BE PLACED
ON THE CRIMPED AREA.
---- ----- --
WATER
9. WHERE ASPHALT CURB OR STRIP PAVEMENT EXISTS, THE
--- - - - - - - - - -- -_ -
o
MAIN 1" FULL PORT ANGLE
LOCATION OF THE METER BOX SHALL BE AS DIRECTED BY
12 GA SINGLE STRAND BALL VALVE
HOKE COUNTY PUBLIC WORKS REPRESENTATIVE.
-TRACER WIRE COATED COPPER WIRE OR
(DO NOT CONNECT TO COPPER CLAD STEEL
JA
I-1" CC SINGLE CORPORATION OR BANDS) TRACING WIRE EXTENDED
i.
STAINLESS STEEL INTO METER BOX 4-AND
STRAP SADDLE WRAPPED AROUNb LOCK A I
L
D 2" SOLID BRICK VALVE
BACKFILL;,. • METER BOX BASE
*:
METER BOX�::" D BOTTOM 1"x1"x1" BRASS TEE
-'
INSERT CONNECTION
"':' �
-
BRICK -,OF
1" SPLIT WATER SERVICE LATERAL NOTES
._----------------------- - -
BOX
ELEVATION g ELEVATION A
_ 1" BRASS ELBOW INSERT
BRICK METER BOX BASE CONNECTION
SECTION "A -A" INSET "A" V IPS POLYETHYLENE PIPE
ELEVATION VIEW
FRONT
1" SPLIT WATER SERVICE LATERAL
1-INCH METER BOX DETAILS
N.T.S. I
N.T.S.
e4-1/2" x 5/3" DEEP RECESS.
WITH 1.8 x 2.6 SLOT
NOTES:
1. VALVE BOX SHALL BE 3 PART SLIP -TYPE
-
---
_
Q 0 Q _�-��p�������� �
ODODO'O�OOOOOOO
MANUFACTURED BY SIGMA CORPORATION
------- A O O A-2
DQQQ� (VB-46R TYLER UNION (6855 SERIES), STAR
PIPE PRODUCTS (VB-0004), OR APPROVED
ATER EQUAL.
NOTES:
RINGS OF NO, 3 REINFORCING
� 1. CONCRETE PROTECTOR RING SHALL BE 2500PSi
`\ DEFORMED BAR AS SHOWN
� � ,," PRECAST REINFORCED CONCRETE.
� \\`` 2. VALVE BOX SHALL BE AT GRADE WITH
O O O O O O O O O O
` PROTECTOR RING EXTENDING 1/2" ABOVE
DO�ODO%DODO�O�O SIDE VIEW
-
D�oo<J 2. VALVE BOX SHALL BE3-PIECE CLOSE
A / �,,/�-rc"~_',;. A GRADE.
0 0 O
O Q 00 O Q O
GRAINED CAST IRON SLIP -TYPE VALVE BOX
WITH A MINIMUM THICKNESS OF 3116".
/ !! s 3. SEE GATE VALVE AND BOX DETAIL.
P•"• ^ ' '�- -- " � \ \
/ F,:.: � _� -.. {� 4. VALVE BOX PROTECTOR RINGS SHALL BE
`,,,E,;°,�
Q 0 <J Q
:; •'•e-" INSTALLED AROUND VALVE BOX IN UNPAVED
;t,� WATER
Q Q 0 Q 0 0 0
O O O i O O O O
3. VALVE BOX SHALL HAVE RAISED LETTERS
SECTION "A -A" PLAN
CAST COVER.
,% ,;;,
�� NON -TRAFFIC AREAS AND SHALL NOT CREATE A
O O O WATEfl METER I O O O O
WATER" INTO
4. VALVE BOX SHALL HAVE 3/8• HOLE DRILLED
J HINDRANCE TO MOWING OPERATIONS.
r-� 0
IN TOP SECTION THRU WHICH A 1/4"x1-10
GALVANIZED BOLT SHALL BE USED TO
SECURE A MINIMUM 12 GAUGE, SINGLE
STRAND, COATED COPPER OR COPPER CLAD
--SHADEDOF
\��
STEEL TRACER WIRE FOR NON-FERROUS
DROP LID
PIPE. A 1/2" WASHER SHALL BE USED
RING ISEXPOSED,
REMAINDER IS BURIED.
TOP VIEW
BETWEEN NUT AND INSIDE OF BOX. TIGHTEN
PLAN
SECTION A -A
HAND TIGHT.
N.T.S.
`' ........ _.._ ............... . .: 5. VE BOXES ARE NOT SCREW TYPE VAL
.I
.__ _._ .__ ............_:,,_ ACCEPTABLE.
A "�
- 6. DIMENSIONS SHOWN VARY BASED UPON
--GROUND
THE MANUFACTURER. ACTUAL DIMENSIONS
,i SHALL BE APPROVED BY TOWN OF SPRING
LAKE.
-S
TOP 7. VALVE BOX SECTIONS ARE REQUIRED. THE
REINFORCED CONCRETE
- N.
PROTECTOR RING
SECTION USE OF PIPE IN LIEU OF VALVE BOX
SECTIONS SHALL NOT BE PERMITTED.
__._.__._. � "-%
O
i
:? 8. TRACING WIRE SHALL BE INSTALLED
OUTSIDE OF BOX.
,• •-,
VALVE BOXIRE
-' BOTTOM
�
CUT AWAY VIEW
s� SECTION
SECTION A -A N.T.S.
A-- SOLID LID
N.T.S.
UNDERSIDE
TOP SECTION
1-INCH METER BOX LID
i;
VALVE BOX
VALVE BOX PROTECTOR RING
j'
N.T.S.
N.T.S.
TAPPING SADDLE WITH STRAP EXTEND STACK 18" MIN. ABOVE
Fes-- 5' MIN. SINGLE WIDE AND ALIGNMENT FLANGE GRADE WITH GLUE CAP FOR ;
STAINL -SS TESTING, AFTER TEST ARE
/ (GENCO OR APPROVED EQUAL).
STEEL 3TRM ACCEPTED ADJUST STACK TO
7
SEWER SERVICE LATERAL NOTES
10' MIN. HORIZONTAL
SEPARATION BETWEEN WATER - ---- WATER MAIN I MIN. HORIZONTAL
AND SEWER OD TO OID -- SEPARATION BETWEEN WATER
LL
f�,SEE TABLE ON S.11 PROPER GRADE AND INSTALL
1. HOLE IN SANITARY SEWER MAIN MUST BE CUT WITH 12. LATERALS LESS THAN TIN DEPTH OR GREATER THAN 20' DEPTH SHALL
_ EXISTING AND SEWER OD TO OD
UNDERGROUND
PERMANENT CLEANOUT CAP
ASSEMBLY i
SHELL CUTTER NO HAMMER TAPS ALLOWED. UTILIZE DUCTILE IRON PIPE AND FITTINGS WITH CERAMIC EPDXY
_ _. _
-E7( Gqg. " - ELECTRIC WATER MAIN
4" OR 6"
FLOW INLET 1'- 6" w GLUE CAP
CAP SHALL HAVE 2" Z f- FOR AIR
2. LATERAL SHALL CONFORM TO ASTM SPECS. D-3034 (PROTECTO 401), OR WHEN SEPARATION REQUIREMENTS CANNOT BE MET.
SDR-26 UNLESS OTHERWISE INDICATED AS D.I. 13. LATERAL SHALL NOT BE BACK -FILLED UNTIL INSPECTED BY THE HOKE
3. ALL PIPE & FITTINGS SHALL BE 4" OR 6" UNLESS COUNTY PUBLIC WORKS PROJECT COORDINATOR.
'� CLEANOUT SHALL BE SET EXISTING STORM DRAIN
MINIMUM SEPARATION �. .3� .
r TO ELEV. INDICATED ON PLANS EX GAS
COVER NON TRAFFIC Z TESTING
IC
TIE A
BETWEEN BOTTOM OF WATER�'�
BE �I --•
w
AREAS AND SHALL
OTHERWISE SPECIFIED. 14. WYE CONNECTIONS SHALL NOT BE USED TO LATERALS INTO
AND TOP OF SAN SEWER, __ 0 �D EX. UNDERGROUND
PVC SDR-26 OR D.I. TEE- (TO REMAIN)
;;
''�' SET AT GRADE IN PAVED rr w j
4. ALL D.I. PIPE SHALL HAVE AN INTERIOR LINING OF MANHOLE.
a ELECTRIC
OTHERWISE, BOTH THE CROSSING IN ACCORD WITH --
SEE NOTES 7 8,8 ON S.11 y AREAS WO
'"^` "' ��
CERAMIC EPDXY (PROTECTO 401). THE ENTIRE D.I. 15. PVC COMBINATION SHALL BE A MOLDED WYE AND BEND, GASKETED,
--� -
LATERAL &WATER MAIN SHALL - - --- �` -REQUIREMENTS FOR UNDERGROUND
"
O
-2 A FACTURED BY HARCO GPK OR APPROVED EQUAL.
LATERAL SHALL BE COMPRISED OF D.I. PIPE & SDR 6, S MANUFACTURED
BE DI. IF WATER MAIN IS EX., - � ' � ELECTRICAL CROSSINGS
"
STANDARD TEE a a
CONNECTION I
MECHANICAL JOINT FITTINGS. 16. ALL LATERALS (4" AND 6") SHALL UTILIZE A 4" RISER (STACK).
5. ALL CONNECTIONS SHALL HAVE RUBBER GASKET SEALS
ONLY MAKE SS LATERAL DL U
- r RO
SEWER REQUIREMENTS FOR UNDERGROUND CSSING IN ACCORD WITH
MAIN r
a
TAPPING SADDLE .;, ,,, „ I
INSTALLED.
i ELECTRICAL CROSSINGS
I
OPTIONAL ,.�._:.
( z
6. SANITARY SEWER SERVICE C/O STACK SHALL BE
24•MINIMUM SEPARATION EXISTING- 18"MINIMUM SEPARATION
NOTE: TAP SHALL BE 41/2" PERMANENT ASS'Y
`V0
LOCATED 18" FROM WATER SERVICE LOCK VALVE WHEN
IN THE SAME DITCH.
BETWEEN BOTTOM OF STORM STORM DRAIN ` BETWEEN BOTTOM OF GAS
AND TOP OF SAN SEWER, SEWER . I CLEANOUT SHALL BE SET
TOP
FOR 4" LATERAL, AND SEE CLEANOUT CAP ASS'Y io
1/2" FOR 6" I
7. INSTALLATION OTHER THAN AS SHOWN MUST BE
AND OF SAN SEWER MAIN TO ELEV. INDICATED ON PLANS
OTHERWISE LATERAL SHALL
SHALL BE 6 O
9
LATERAL. RISER SHALL BE 4" SOR-26 PVC
APPROVED BY THE FAYPWC.
BE D.I. 18' MINIMUM SEPARATION
18• MINIMUM SEPARATION
EXCEPT SHALL BE 4" D.I. IF THE ��
8. CONNECTIONS TO THE TOP OF MAIN SHALL NOT BE
ALLOWED, UNLESS OTHERWISE APPROVED BY THE
BETWEEN BOTTOM OF WATER BETWEEN BOTTOM W GAS
AND TOP OF SAN SEWER
LATERAL ITSELF IS DUCTILE IRON
I
HOKE COUNTY PUBLIC WORKS PROJECT COORDINATOR.
AND TOP OF SAN SEWER,
ORA
STONE SHALL BE 2% -
9 SLOPE AND DEPTH OF THE SERVICE LATERAL L BE
BY THE OFTHE LOT AS
OTHERWISE, BOTH THE 24" MINIMUM SEPARATION
& WATER IN SHALL BETWEEN
10'MIN. HORIZONTAL
'- WATER MAIN �IF
"",1,
F_X'fENDED O BED N Suov OR6 "".` 45 BEND.
`">
APPROVEDETERMID BY HOKE COUNTYRTOPOGRAPHY
WORKS
SEPARATION ETWEEN WATER -- E DI. WATER MAIN IS EX., OF SAN. SEWER, OTHERWISE
ONLY
1 1 �0% S 11 ; ; :." :'• FOR PVC
LATERAL CONNECTION EtPLL .".... . ........ ..:... :: .:...:.:..-;,,. .-..'.,;..
FROM UNDISTURBED SOIL O'�3D ."' ' ; """:. `""""• ° -` .ti ["""""""' LATERALS,
SEEN` 26
UTILIZE
O
ENGINEER OR AS INDICATED ON THE DRAWINGS.
10. LATERAL SHALL CONFORM TO THE 2% MINIMUM SLOPE
FOR THE 4" OR THE 1 %MINIMUM SLOPE FOR THE 6'.
AND SEWER OD TO OD .,EX GAS MAKE SS LATERAL DI. LATERAL SHALL BE D.I.
1. ALL VERTICAL AND HORIZONTAL ION SHALL BE IN
� -
ACCORDANCE WITH STATE REGULATIONS.EXISTING
UM CLEAN OUT SPACING FOR PIPE 7 PIPE
UN DERGRO
' ' I
THREADED SLOTTED ....:.... ......: `.,,,,,: ` ` ,,,., FITTINGS.
- ,. ..,....; ' ; ` RA
DI LATERALS,
CAST IRON PLUG -:.:..:_r...:.."t..,. ,.: ,,.. „' ' ;, ,,:.:, < � .,;,,-:,: < ::.,,.-,: a ,,,,,,,; ;,,,,,,,,,' •I ;'
4
11 � DROP
ELECTRICUNDERGROUND
2 THE SKETCHES SHOWN ARE FOR INFORMATIONAL PURPOSES
18' MINIMUM SEPARATION � CLEANOUT SHALL BESET ONLY.
... . .:, ;.,,.,
UTILIZE MJ
FITTING WITH
SLIDE & SHELF OR VERTICAL DROPS OF MAINS
AND
BETWEEN BOTTOM OF WATER- --0 TO ELEV. INDICATED ON PLANS
3. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL EXISTING
TRAFFIC CAP "-" [ ""
':_ TRANSITION
LATERALS.
AND TOP OF SAN SEWER,
- -- ERTICALIYATEACH
GASKET
a ,
®- I x PVC
- - •- PUSH-ONDIC
LATERAL &WATER MAIN CROSSING PRIOR TO CONSTRUCTION OF LA '
BE DI. IF WATER MAIN IS EX., SHALL REQUIREMENTS FOR UNDERGROUND PROPER CLEARANCES ARE MAINTAINED.LATERAL TO INSURE
�S �CROSSING IN ACCORD W
'- FITTING.
ONLY MAKE SS LATERAL DI. ELECTRICAL CROSSINGS
- K -- PVC SDR 26 GAS ETED
THREADED CAST--
IRON HUB "- '-••--' • '- --'-- COMBINATION (SEE
NOTE 18 ON S.11) OR PROPERTY LINE OR
�� 4. ALL PIPE BEND LOCATIONS AND MAX. NUMBER OF BENDS
SEWER INSTALLED ON LATERALS SHALL BE APPROVED BY THE PROJECT
MAIN �`'
UNDISTURBED SOIL MECH JOINT FITTINGS, EASEMENT (D.I. OR PVC,
COORDINATOR PRIOR TO INSTALLATION OF BEND OR EXTENDING
18" MINIMUM SEPARATION THE LATERAL FROM THE MAIN.
4"1MIN. IF D.I. LATERAL. DEPENDING ON
EXISTING --"- BETWEEN L10TTOM OF GAS
STAINLESS _1- LATERAL MATERIAL)
STEEL HOSE --°'
STORM DRAIN AND TOP OK SAN SEWER 5. ALL REQUIREMENTS FOR SEWER LATERAL NOTES AND DETAILS
CLAMPS 4" A.C.ID.I. TO 4" C.LIPLASTIC
SHALL BE APPLICABLE.
24" MINIMUM SEPARATION
MIN. 1/4"THICK EPDM COUPL ING
BETWEEN BOTTOM OF SEWER
AND TOP OF STORM, OTHERWISE 6. REFER TO UNDERGROUND ELECTRICAL DETAILS FOR ADDITIONAL
C/O CAP ASSEMBLY
LATERAL SHALL BE DI. INFORMATION WHEN CROSSING UNDERGROUND ELECTRICAL
FACILITIES.
RATION
SEWER SERVICE LATERAL
SEWER SERVICE LATERAL
UTILITWYECONFLVCTBEPTA
(4-INCH AND 6-INCH)
NOTES (4-INCH AND 6-INCH)
REQUIREMENTS
N.T.S.
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Owner:
JOSEPH P.
RIDDLE, III
ESCROW
TRUST
CONTACT.'
4200 MORGANTONROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #: 49445-00-01-002
49445-00-01430
49445-00-01431
49445-00-01432
township: Raeford
county: Hoke
state: North Carolina
UTILITY
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: A
survey by:
checked by: A
sheet no.:
C-08

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HEET 1 OF 1
840.00
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0'-n�O
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-n
= Cn 0 0
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D D
� A 0
z[Cr,
PART SECTION
6" WALL
PART SECTION
6" WALL WITH 4" LIP
v.
T
LWIJ
W
PART SECTION
OF END ELEVATION
GENERAL NOTES:
USE THIS STANDARD WITH ALL DRAINAGE STRUCTURES
USING REINFORCED CONCRETE PIPE SET IN BASE SLAB.
BACK OF CURB
X
Y Y
m
i
PLAN X
M
z
0
W HCo
. ,... �.. a• .
N ~ _ .z
C0 . SECTION Y-Y
D
C 0 RISER HT.
VARIES
m N Z RISER HT. WHERE 30" TO 36" PIPE IS USED
z 17 VARIES
x
6"
WHERE 42" TO 54" PIPE IS USED
HEET 1 OF 2 DETAIL SHOWING METHOD
840.01 OF RISER CONSTRUCTION
SECTION X-X
PART SECTION
8" WALL
/ I \
8" WALL
I
4"
8" I
L -+I
PART SECTION
8" WALL WITH 4" LIP
TABLES OF QUANTITIES FOR PIPE SET IN PAD
PIPE
D
"W"
DIM
"W1"
DIM
"T"
DIM
C.Y. QUANTITIES
WHEN L IS
12"
1 16"
20"
12"
1'-17/8"
0`-77/g"
0'-2"
0.005
0.007
0.008
15"
1'•3%"
0'-91b"
0'-2"
0.006
0.008
0.010
18"
1'-514"
0'-10%"
0'-2'
0.007
0.010
0.012
24"
1'-8%11
1'-01b"
0'-3"
0.011
0.014
0-018
30"
2'-01/4"
1'-2%"
W-311"
0.014
0.018
0.023
36"
2',3%"
1'-5%"
0'-4"
0.017
0.023
0.025
42"
2'•71tll
1'-7"
0'-514'
0.025
0.030
0.038
48"
0�8"
1`-8�4"
0'-5$4"
0.028
0.038
0.047
54"
3'-2W'
1'-1011"
0'-6144
0.035
0.047
0.058
60"
3'-S%lr
2'-01/4"
0'-634"
0.042
0.056
0.071
66"
3'-9"
2'-21,4"
0'-71/4"
0.050
0.067
0.084
72"
4'-01t"
2'-344"
0'-734"
0.058
0.078
0.098
SECTION J-J
WHERE 30" TO 36" PIPE IS USED
PLAN
-TTES: MORTAR JOINTS Lit" TO lip" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
N USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
DEDUCT FOR PIPES) FROM TOTAL CU. YDS. OF BRICK MASONRY.
PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
OF SECTION 840 OF THE STANDARD SPECIFICATIONS.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
FOR W-O" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL AND B" WALL FOR THE REMAINING
6'-0". OUANTITES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
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SHEET 1 CIF 2 SHEET 2 OF 2 TYPE - F
840.01 840.03
SURFACE TEXTURE
TO BE OBTAINED
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TYPICAL 24" ROLL -BACK CURB TYPICAL 24" VERTICAL CURB TYPICAL 24" SPILL -OFF CURB
NOTES:
1. ALL CURBS CONSTRUCTED OF 3000 PSI CONCRETE.
2. CONTRACTION JOINTS EVERY 10'; EXPANSION JOINTS EVERY 30'.
3. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE
FOR FUTURE ACCESSIBLE RAMPS.
4. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL
BE COMPACTED TO 100% STANDARD PROCTOR DENSITY.
RESERVED
RESERVED
PARKING
PARKING
q
m
FK 1
MAXIMUM V
PENALTY CCEANSSIBL
$250
127
STANDARD COLORS (ALL SIGNS): FIGURE -WHITE ON BLUE FIELD
BACKGROUND -WHITE CORNER RADIUS-1 1/2" (TYPICAL)
LETTERING/BORDER-GREEN
ARROW -WHITE
VARIES
3,000 PSI
CONCRETE.
MIN. SLOPE i1/4-/FT.
MAX. SLOPE- t 1 /2-/FT.
-
PAVEMENT \� ":� .....••.:.y. .; 4N
COMPACTED SUB BASE
AS REQUIRED
TYPICAL TURD DOWN SIDEWALK SECTION
NTS
6" ABC
I♦ �
STANDARD ASPHALT PAVING
N TS
3GN
Posj
O
TE
DETAIL
ENSURE POST IS LEVEL (VERTICAL) FROM GRADE TO TOP.
FILL POST WITH CONCRETE
4' DIAM STEEL PIPE
36'
PAINT POST CUSTOM GREEN
GRADE
• SET POST IN CONCRETE
18
MIN'.
6' MIN. 4
12*
MIN.
TYPICAL BOLLARD DETAIL
6" ABC
6" 4000psi Concrete
•••III I II�III III III -III -III -III III ICI -ICI` Ilyl III-III`�_I:
SPACING FOR CONTROL JOINTS
SHALL NOT EXCEED 15 FEET
CONCRETE PAVING
N TS
COMPACTION REQUIREMENTS
The pavement subgrade soils should be
compacted to 98% of the material's Standard
Proctor maximum dry density at a moisture
content within f 2 percentage points of the
optimum moisture. The aggregate base should be
compacted to 100% of the material's
Standard Proctor dry density at a moisture
content within t 2 percentage points of the
optimum moisture.
APPLICABLE NCDOT SPECIFICATIONS
• Portland Cement Concrete Pavement - 710
• Bituminous Asphalt Wearing Layer - 610
• Bituminous Asphalt Binder Layer - 610
• Mineral Aggregate Base Materials - 520
• Soil - 500
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Owner:
JOSEPI-I E
RIDIII
�DLE,
DOWL► C114L
TRZIST
CONTACT.-
4200 MORGANTON ROAD
SUITE 150
FAYETTEVILLE, NC 28314
[phone]
Project:
HOKE
LANDING
PHASE 2
tax id #: 49445-00-01-002
49445-00-01430
49445-00-01431
49445-00-01432
township: Raeford
County: I-loke
State: North Carolina
GENERAL
DETAILS
CONSTRUCTION
DOCUMENTS
job no.: P19-014
date: 11 /04/19
drawn by: JN
survey by:
checked by: JN
sheet no.:
C-09