WI0600226_DEEMED FILES_20210219

Permit Number WI0600226
Program Category
Deemed Ground Water
Permit Type
Injection Deemed Stormwater Drainage Well
Primary Reviewer
shristi.shrestha
Coastal SWRule
Permitted Flow
Facility
Facility Name
Fayetteville Honeycutt Road Dollar General
Location Address
1022 Honeycutt Rd
Fayetteville NC 28314
Owner
Owner Name
Par 5 Development Group LLC
Dates/Events
Central Files: APS SWP
Permit Tracking Slip
Status
Active
Project Type
New Project
2/19/2021
Version
1.00
Permit Classification
Individual
Permit Contact Affiliation
Major/Minor
Minor
Region
Fayetteville
County
Cumberland
Facility Contact Affiliation
Owner Type
Non-Government
Owner Affiliation
Jamie S. Encinosa
2075 Juniper Lake Rd
West End NC 27376
Scheduled
Orig Issue
7/7/2020
App Received Draft Initiated Issuance
6/30/2020
Re g ulated Activities
State Stormwater -Infiltration System
Outfall
Waterbody Name
Public Notice Issue
7/7/2020
Re q uested /Received Events
Streamlndex Number Current Class
Effective
7/7/2020
Expiration
Subbasin
February 7, 2020
DWR-Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
4Dsit
solutions
it Land ::u vi ng
RE: Well Notification, Fayetteville Honeycutt Road Dollar General, Fayetteville, North
Carolina
To whom it may concern,
We are submitting the notification for stormwater drainage wells for the Fayetteville
Honeycutt Road Dollar General. This site contains an underground piped storm water
infiltration system to comply with the storm water ordinance. Please contact me if you
would like a copy of the site plan.
I look forward to working with you on this project. If you have any questions or
concerns, please contact me at your earliest convenience.
Sincerely,
4D Site Solutions, Inc.
Scott Brown, PE
sb raw n @ 4d sitesol uti on s _co m
Enclosure
FEB 1 3 MO
office i 910-426-6777 Fax . [phone]
On time, every time.' )Awww.40sitesolutions.c. ..

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
NOTIFICATION FOR STORMWATER DRAINAGE WELLS
Stormwater drainage wells are Class 5 injection wells "permitted by rule" and do not require an individual
injection well permit when constructed in accordance with the rules of 1 5A NCAC 02C.0200
As described in I5A1VCAC 02C' . 022 7 this applies to rooftop runoff infiltration systems and certain other
stormwater infiltration systems implemented as Best Management Practices designed in accordance with State
stormwater regulations or an approved local government stormwater program. Additional guidance is available
online at hap : por'tal.ncrtenrorrfweblwq/aAsIp pralinjectiun stormwater
This notification form shall be submitted within 30 days of a change of status as described in Part D below,
Print Clearly or Type Information. Illegible Submittals Will Be Returned As incomplete,
DATE_ Febru rl 4 , 20 20 PERMIT NO. IA? 7r 6 ea 12(to be completed by DWR)
A. STATUS OF WELL OWNER (choose one)
(1) Single Family Residence
(2) Business/Organization X
(3) Government: State Municipal County Federal
as
B. WELL OWNER — For single family residences list the property owner(s). For all others, list name of the
business, organization, or government agency and person delegated signature authority:
Par 5 Development Group. LLC - Jod\ Bland. PE
Mailing Address: 2075 Juniper Lake Road
City: West End
State: NC Zip Code: 27376
Ph#: 910-944-0881 EMAIL: jodv a: par5development.com
C. WELL FACILITY
(1) Name of Facility: Fa. etteville Hone cutt Road Dollar General
(2) Physical Address: 1022 Honey cult Road
City: Fayetteville State: NC Zip Code: 28314
Facility Location Identified By (check one):
j X 1 Attached facilitti site map with ;rropert' boundaries, or
[ j Geographic Coordinates: Latitude: Longitude:
Reference Datum: _ Position Accuracy:
Method of Data Collection:
(3)
D. WELL STATUS — Indicate the status of the well or well system (choose one):
X Proposed Active Inactive Temporarily Abandoned Permanently Abandoned_
E. SIGNATURES — The following section is to be completed as required below or by that person's authorized
agent. 15A NCAC 02C .0211(e) requires signatures as follows'
L' IC Starmwater Injection Notification Form Revised 81812913) Page 1

(a)
(b)
(c)
(d)
(e)
for a corporation: by a responsible corporate officer;
for a partnership or sole proprietorship: by a general partner or the proprietor, respectively;
for a municipality or a state, federal, or other public agency: by either a principal executive
officer or ranking publicly elected official;
for all others: by the well owner;
for any other person authorized to act on behalf of the applicant: documentation shall be
submitted with the notification that clearly identifies the person, grants them signature
authority, and is signed and dated by the applicant.
"1 hereby certify, under penalty of law, that I have personally examined and am familiar with the information
submitted in this document and all attachments thereto and that, based on my inquiry of those individuals
immediately responsible for obtaining said information, 1 believe that the information is true, accurate and
complete 1 am aware that there are significant penalties, including the possibility offznes and imprisonment,
for submitting false information. I agree to construct, operate, maintain, repair, and if applicable, abandon
the injection well and all related appurtenances in accordance with the 15A NCAC 02C 0201 Rules."
t2 `�-
Signature 'roperty Owner/Applicant
c1r, ti _S r 39
Print or Type Full Name
Signature of Authorized Agent, if any
Print or 'Type Full Nance
Submit one copy of the completed notification package to:
DWR — Aquifer Protection Section
1636 Mail Service Center
Raleigh, NC 27699-1636
Telephone: 9 l 9-807-6464 I Fax: [phone]
U1C Stormwater Injection Notification Forrn
(Revised 8/8/2013) Page 2

u:on suoi}nposa}ssop mmm 'auto} AJana'aWl} uO
LLLS-9Ztb-016 xUJ LLL9-9Ztr-OT6 aayio
90M! DN 'allrnallaAP "�Tj aims 'anttp o6eDILO bob
OZOZ E 183.E
aJnsolou3
woa•suohnlosaiispti uMOJgs
3d 'UMOJB 1103S
V�
•:)ul suoilnlos ails av
'AlaJa:)UIS
'a3ualUanuoa IsailJea JnoA le aw }:)eluo:) aseaid 'suJaauo:)
Jo suollsanb Aue aneq noA 11 -pa(oid slgl uo noA gilts SuljJOM ol pJeMaoj lool I
•ueld ails aq} jo Ado:) e mill pinoM
noA jl aw pewoo aseaid •aaueulpJO J@IeM wjols aqj gllM Aldwo:) of walsAs uolleJllgul
JaleM wjols padld punoJSJapun ue suleiuoa ails sigl'leJauag Jelloa peo�l jjn:)AauOH
alllnaUaAe3 aq, Jol sham aSeuleJp Ja;eMUJJois Jol uolle:)llllou alp Suinpgns aJe aM
'uJa:)uo:) Aew 1! LuogM
euyaJej
g:PoN `alllnaIlaAe3 `jejaua!) Jelloo peoU l}n:)AauOH allinaIlaAe3 `uolle:)13l10N llaM =38
6uRlanuns puel l 6UIJaaU16Ua Iinra
suotlnlos
@ITS(jv
9E91-669LZ :)N '
Ja;U@D a:)lnJas LIM 9rt4T
uoh.aas uoll:)aIoJd Japnbv�-mA%a
©ZOZ `L AJenxlaj

I OBud
(£IOZ/8/8 POSina-i) nuo3 uoiluOguoN u01133Cul131VAI u¢oIS 0Ifl
:SMoIIO3 su saanWals sazmI IZO• JZO DVba.r a NVSI -luau
pozrroupnu s,uosiod lugl Sq ro molaq paunbw su palaidwoo aq of sl uol;oas Rurm01103 aril — Sa2IfILVN9IS.11
-pauopuugy uuuod pouopuugV Xluuiodmol, anrIouul anlJod pasodoad X
:(auo osoogo) uza;sXs Mann Jo [lam arl;Io smuts arll aluoipuI — SfIjLV.LS ZZdM V
:u0t1301100 uluQ3o PoulaY�I
ioumoo� uo.1. :urn473Q aoua.ralag
:Qprnlouo7 :3pnliju7 :SQluurpmoD olrldur2oa0 [
10 sal.Ivpunoq a oa q;im clutu a;!s tliaul pagae�` X
:(Quo 3133go) gig pagijuapl uotIu30-1 /,jrlto723 (£)
bI £8Z :apoD diZ JN :ale1S alpnau3. u j
puoZl Uno auoH ZZOI :ssarppv Isotssgd (Z)
Iu.zau;)D XL'IIoQ Puo?I }ono auoH allln343 u,I :,i4!jImAjo auruN (I)
AZI7I3V3 7I21M 'O
uroa �uaur olanapsru po :-I VWH I880-tb6-016 :#ud
9L£LZ :apoo d1Z pug lsaA1 :4
puo2l alu7 ra Iunf SLOZ :ssaippV 5uTI? W
'Ltd PuL'ig ApOf - D'TI noaO ;uaul OJOA3a S JVd
:"41aog1nu om1mois palu�alop uosrad puv /iou35u luauuuano.2 do `uouuzruugio `ssauisnq
aqj Io auruu Isll °s.raq{o IIu .103 •(s)aaunno f4jodoid oql Isll saouaplsai (Buret abuts .zo3 — 2I3NA*
IuzQPad ,ilunoD IudtorrmW NUTS :Iuauru;)AOD (£)
?,• X uo';ez'ue2la0/ssauisng (Z)
aouapiSa21 XIIIUu,I al.&TrS (i)
(auo asooga) HaNMO 'I'IgM 30 SfI LV.LS v
(,dMQ Xq pazaiduroa aq ol) 'ON .LIL1IN3d OZ OZ r -` mugad :3 T v"
alalduloaul sv pauaulam ag llul vlvllnugnS olglfalll 'uozlvzu rofuj ad f'L ro fltvalJ luzjd
.,Aolaq Q l.svd uz pa4!aosap sv sninis fo a8ungo v fo S'dvp O f- uzr/lt^1 pall!wgns aq llvgs ru rof uozlva ylou sirl
.ralvnvu cols uotlaa• uzlo r mf1sav1bn1q94t1ffi5 -duapou •lvl.ro ll: llq lv auyuo
algv1ivnv sr aouvpzn2 IvuorizppV •urv-&6.rd aalvnaru rots luawu raao2 lvool paao rddv uv ao suozlvin8a r [alvnaru.rols
alvls glzM aauvp roaav uz pau�rsap saazlov td luaura2vuvN wag sv paluauraldurz srualsrds uozlv[llfuz lalvmuuols
.raglo uzvl.raa puv vwals,,Cs uozlv4lyuz ffoum dolfoo r of sai1ddv szrll ZZZO- J,70 3vDAr Y SI uz pagyosap sy
'OOZO' DZO DYDt- of -i fo saln.r aril gl!A aouvpd000v uz palon4moo uallA pwiadNana uopoaful
lvnpztizpuz uv agnbaa lou op puv „a1w dq pallzuuad, slla K uozloalur S- ssvlD a.1v sllaaa a2vuzv.sp ralvAwdOls
S`I'I31M aOVNIVH(t H:I LVAc1I^ ols Hod NOI.LV31AILON
cu "L v iNL k--L'tv LI'NL LYVIXU MANd dU .LNAAIZlddHG VNI'IO'dVD HI'dON

Z a5ed
(£l OZ/8/8 pos-31d) uuo3 u0117309[;oN uoiloaful JOILAAuuotS DIfl
96t,9-L08-6I6 :Xu3 I t79t,9-L08-6I6 :auolldoloL
9£9I-669LZ ON `u-5!3jB-d
13luaD aainuas IILw 9£9I
uollaaS uoilaaloadaajlnbd—?IMQ
of 30goud uollvogpou palajdwoo aql jo Xdoo auo IlwgnS
OmVK fln3 ad,f,L io luuj
due;►';uaN'V pazfioglnV jo ain;uatS
auiell Ifni ad f,L ao ;u►ad
;uea1lddVpau.ap ,Cuado.j jrp amugu2jS
., waing OOZO D-0 DVDVV V91 OW VA' aouvpd000v ut saouvuajmddv palvlad 11v puv plans uo11 alur atlj
uopuvqv `ajgvolpddv fi puv ,nvdar u.lvlu.vw 'aimado jon4,vuoo of aad8v I •uoyvuuofup aslvf 81qnrusgns [of
`ivawuosudurr puv sau ff fo dj!lpglssod aqj 8uppnjoui `sop�lvuad 1uvoyiuSu a ry adagj jvgj amtw urn I -alaldtuoo
puv aimnoov `an4 sl uoilvtu rofur ap, Ivzl; atalpaq I `uoz�vur.roful pzvs 8uruivlgo Hof algpsuodsa r rflalvrpaururr
slvnppnrpul asogj fo Qinbu.i dw uo posvq Ivgl puv olaiagl sluauapovlly jpv puv lualunoop silgj ut pan urgns
uoilvwdofur aqj rljlaa rvtjturvf lav puv pauttuvxa dllvuostad aavq 11vg1 `Mvp fo ,, zjvuad spun `dfy.iao dgaiaq I„
wuailddu oql iq palup puu poals si pine `ri4uowu
a'Wais utaq; sluut `uosaad aqj saguuapi Xlrualo WIT uoiluagRou aq1 gpim pauiutgns
oq Ilugs uoPuluatunoop :Iuuailddu aql jo 31ugaq uo jou of pazuogjnu uoszad .tatpo Xuu jo3 (a)
`.Joumo Ilam atp ,iq : s taglo IIu to3 (P)
`Iuiog�o pa�aala �lailgnd gui}Itzut zo t33g3o
OAgnoaxa ludioui.td u zapa Xq :Xoualau atlgnd .tatgo .to `lu.tapa3 `alujs u zo �411udioiunw u ioj (o)
`Xlaniloodsaa `iololidotd oql zo .taus and lu.taua.� u Xq :digsio;audojd olos zo digstaultud u zoo (q)
`laogjo aluzodaoo algisuodsw u �q :uoilu.todtoo u .toj (u)

z
C-D
o
OMAIN ST
Dj
c)
0
z
51
WINTHROP
CT
m z �-
_z
m :�i
,off
� Z
� O �
OFAYETTEV
'p �
C
0
C LAYTO N DR o L-,B RAXTO N B LVD
_ >
CD J
PALM SPRING RD
B E LLA
CQ �� MVISTA��
OR
CCD
> �yG
SITE
VICINITY MAP
NOT TO SCALE
ARTEMIS
z
n , c,n1 A SA
O
,v
NORTH
EXISTING UTILITY OWNER
WATER
PWC OF FAYETTEVILLE
955 Old Wilmington Road
Fayetteville, North Carolina 28301
910-223-4370
Contact: Sam Powers, PE
Know what's below.
Call before you dig.
ROAD D
SITE D,FV-
HONEYCUTT
Z GE'NERAL
)-P--M-F- NS
UNNAMED 20, STREET
INDEX OF DRAWINGS
C1.0 -
C2.0 -
C2.1 -
C3.0 -
EXISTING CONDITIONS
SITE PLAN
LANDSCAPE PLAN
GRADING PLAN
C4.0 - EROSION CONTROL PLAN
C5.0 - UTILITY PLAN
C6.0 - PROFILES
C7.0 - 7.1 - SITE & EROSION CONTROL DETAILS
C7.2 - SITE & STORM DETAILS
C7.3 - STORM & WATER DETAILS
C7.4 - STORM DETAILS
CIVIL ENGINEER OWN ER/DEVELOPER SURVEYOR
4D SITE SOLUTIONS, INC. PAR 5 DEVELOPMENT GROUP, LLC 4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112 2075 Juniper Lake Road 409 Chicago Drive - Suite 112 "MCA"''''% "'CAlilt"'%
Fayetteville, North Carolina 28306 West End, North Carolina 27376 Fayetteville, North Carolina 28306 SEA _ AL _
027 = 457
910-426-6777 910-944-0881 910-426-6777 .a
SCOrTEgI�,•'a��� �pROS��J��-��•
Contact: Scott Brown, PE Contact: Jody Bland Contact: Jimmy Holland, PLS%�,,,,,,,,,,���6'
email: [e-mail] email: [e-mail] email: [e-mail] U5" U�/-�U bs_b4-2b
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
TAX I D# 0521-50-7016
1022 HONEYCUTT ROAD
CARVERS CREEK TOWNSHIP
CITY OF FAYETTEVILLE
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MAY 4, 2020
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

VICINITY MAP
NOT TO SCALE
LEGEND:
EAI O EAI-EXISTING ANGLE IRON
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP 0EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ENL0 ENL-EXISTING NAIL
ERB
0 ERB-EXISTING REBAR
slze0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
POB - POINT OF BEGINNING
POC - POINT OF COMMENCING
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
SD STORM DRAINAGE
w WATER LINE
OVERHEAD UILITY
X FENCE LINE
WOODEN FENCE
PERMANENT EASEMENT
TREE LINE
260 MAJOR CONTOUR
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
-0-BENCHMARK
SIGN SIGN
EB ELECTRICAL BOX
PP • UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
® DROP INLET
TREE
0 ASPHALT
CONCRETE
BUILDINGS
COMMITMENT NO. 201900709ASL/RC/02, EFFECTIVE DATE: FEBRUARY 15, 2019
REVISED APRIL 9, 2019
SCHEDULE B - SECTION II
1. TAXES FOR THE YEAR 2019, AND SUBSEQUENT YEARS, NOT YET DUE AND
PAYABLE. (NOT A MATTER OF SURVEY)
2. SUBJECT TO MATTERS SHOWN ON PLAT RECORDED IN MAP BOOK 134 AT PAGE
157 (PARCEL ONE). (AFFECTS SUBJECT PROPERTY, SHOWN ON SURVEY)
3. RIGHTS OR CLAIMS OF PARTIES IN POSSESSION NOT SHOWN BY THE PUBLIC
RECORD. (NOTE: THIS EXCEPTION WILL BE DELETED FROM FINAL POLICY UPON
RECEIPT OF ATTORNEY CERTIFICATION THAT PROPERTY IS OWNER OCCUPIED) (NOT A
MATTER OF SURVEY)
4. ANNEXATION ORDINANCE RECORDED IN BOOK 9329 AT PAGE 270 (PARCEL
ONE). (AFFECTS SUBJECT PROPERTY, SHOWN ON SURVEY)
5. EASEMENT(S) TO DEPARTMENT OF TRANSPORTATION RECORDED IN BOOK 4269
AT PAGE 75 (PARCEL TWO). (AFFECTS SUBJECT PROPERTY, SHOWN ON SURVEY)
6. TITLE TO THAT PORTION OF THE LAND WITHIN THE RIGHT-OF-WAY OF
MCARTHUR ROAD (SR 1600) AND HONEYCUTT ROAD (SR 1613) (PARCEL TWO). (NOT
A MATTER OF SURVEY)
5. [INTENTIONALLY DELETED]
6. ANY INACCURACY IN THE AREA, SQUARE FOOTAGE, OR ACREAGE OF THE LAND
DESCRIBED IN SCHEDULE A OR ATTACHED PLAT, IF ANY. THE COMPANY DOES NOT
INSURE THE AREA, SQUARE FOOTAGE, OR ACREAGE OF THE LAND. (NOT A MATTER OF
SURVEY)
7. ANY ENCROACHMENT, ENCUMBRANCE, VIOLATION, VARIATION, OR ADVERSE
CIRCUMSTANCE AFFECTING THE TITLE THAT WOULD BE DISCLOSED BY AN ACCURATE
AND COMPLETE LAND SURVEY OF THE LAND. THE TERM "ENCROACHMENT" INCLUDES
ENCROACHMENTS OF EXISTING IMPROVEMENTS LOCATED ON THE LAND ONTO
ADJOINING LAND, AND ENCROACHMENTS ONTO THE LAND OF EXISTING IMPROVEMENTS
LOCATED ON ADJOINING LAND. PARAGRAPH 2 (C) OF THE COVERED RISKS IS
HEREBY DELETED. (IF AFFECTS SUBJECT PROPERTY, SHOWN ON SURVEY)
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES UNLESS
OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 1.00005595
LOCALIZATION POINT N: 946,515.088 E: 2,188,249.685
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY WERE
ESTABLISHED USING THE NORTH CAROLINA GEODETIC SURVEY VIRTUAL
REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM INFORMATION
REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY THIS
SURVEY.
6. THE SUBJECT PROPERTY IS THE SAME AS THE PROPERTY DESCRIBED IN
THAT CERTAIN TITLE COMMITMENT ID. 201900709ASL/RC/02 ISSUED BY
INVESTORS TITLE INSURANCE COMPANY WITH AN EFFECTIVE DATE OF
FEBRUARY 15, 2019, REVISED APRIL 9, 2019, AND ALL EASEMENTS,
COVENANTS AND RESTRICTIONS REFERENCED IN SAID TITLE COMMITMENT
OR APPARENT FROM A PHYSICAL INSPECTION OF THE SUBJECT
PROPERTY OR OTHERWISE KNOWN TO ME HAVE BEEN PLOTTED HEREON
OR OTHERWISE NOTED AS TO THEIR EFFECT ON THE SUBJECT PROPERTY.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS MAPPED
AREA MAY NOT BE SHOWN ON THIS PLAN. DEVELOPERS OR
CONTRACTORS SHOULD NOT ONLY MAKE SUBSURFACE INVESTIGATIONS
BUT SHOULD ALSO ALLOW FOR CONTINGENCIES WHICH MIGHT ARISE BY
REASON OF ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X" ACCORDING TO MAP#
3720052100J OF THE FLOOD INSURANCE RATE, DATED JANUARY 5,
2007.
9. THERE WAS NO EVIDENCE OF RECENT EARTH MOVING WORK, BUILDING
CONSTRUCTION, OR BUILDING ADDITIONS OBSERVED IN THE PROCESS OF
CONDUCTING THE FIELDWORK.
10. THERE HAVE NOT BEEN ANY PROPOSED CHANGES IN THE STREET RIGHT
OF WAY LINES, IF SUCH INFORMATION IS MADE AVAILABLE TO THE
SURVEYOR BY THE CONTROLLING JURISDICTION. THERE WAS NO EVIDENCE
OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS OBSERVED
IN THE PROCESS OF CONDUCTING THE FIELDWORK.
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
✓�LQ,Q�.-Q .� .
---------- ------------------------------
PROFESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK SHOWN PAGE HEREON OR OTHER REFERENCE
SOURCE -----------------); THAT THE BOUNDARIES
NOT SURVEYED ARE INDICATED AS DRAWN FROM
INFORMATION IN BOOK -----, PAGE ----- OR OTHER
REFERENCE SOURCE -----------------; THAT THE
RATIO OF PRECISION OR POSITIONAL ACCURACY IS
1:10,000+; AND THAT THIS MAP MEETS THE REQUIREMENTS
OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
NORTH CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS Q DAY OF MAY, 2020.
JJ20.,R.
PROFESSIONAL LAND SURVEYOR — L-4571
I
I 3/8"
ERB— —
NO
�iCARo ��V
..'•F S O •• ��
SAL ma's
III457
- �i0' SUR"
'V//' /IIRI 1 �S`````
bs°b4•2b
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON MAY 30, 2019 USING TWO
TRIMBLE 5700 RECEIVERS.
�.
------------ ---------------------------
PROFESSIONAL LAND SURVEYOR - L-4571
TOTAL AREA: (BY COORDINATE COMPUTATION)
50,661 SF (1.16 AC)
PIN NO: 0521-50-7016
ZONING
R6A LC C1(P) CU
FRONT 25' 25' 45'
SIDE 10' 3' 15'
REAR 30' 10' 20'
TO VERIFY CITY SETBACK INFORMATION
CONTACT THE CITY OF FAYETTEVILLE
PLANNING DEPARTMENT 910-433-1329
TO VERIFY COUNTY SETBACK INFORMATION
CONTACT THE CUMBERLAND COUNTY PLANNING
& INSPECTIONS DEPARTMENT 910-678-7600
SOURCE OF TITLE
DB 3446, PG 34
DB 9259, PG 280
DB 9302, PG 276
CUMBERLAND COUNTY
REGISTER OF DEEDS
1"
EIP
5/s" SPEED
sRe BUMP
3/8",
EAI ERB
TWIN 267
N /F 30"
ERNEST J. DARDEN & WIFE, PINES
n H. JACQUELYN 0. DARDEN
DB 4233, PG 210
ZONING: R6
266
%/
—PP 26 —
_SPEED SPEED 263 26Q UNNAMED 20' STREET
BUMP/ - BUMP O = - - - _ - _ - 5/8" - - - - - - - - -
sR6 S87°49'57"E 200.00' TIE—
\ _ 20" 264 EIP itS�
16' CEDAR
CEDAR N87°49'57"W 192.00'
262 pp O CONC
WELL PAD
\ EUREKA SPRINGS LAN[
TRACT TWO C
` DB 9259, PG
ZONING: R6/
\ PIN 0521-50-6
N /F
TRUSTEE OF THE J.D. ELLIOTT
REVOCABLE TRUST I�
TRACT 6 \
DB 8881, PG 40
ZONING: R6A
261
\ EIP
r
v G
` ��q
lull, Z
�— N
2 N �` 2-0
N /F 7� m
BARBARA A. ELMORE & HUSBAND,
BORIS ALLEN ELMORE
DB 8585, PG 70 `
PB 128, PG 17
ZONING: R6A
/ 3/8„
/ ERB
\ o
0
� o
N /F
ROBERT RUBIO ACOSTA
DB 8483, PG 571 \
PB 128, PG 17
ZONING: R6A
TBM: \
4D COTTON SPINDLE #1
263
3/8'
ERB
5"
HW
ERB
IKL
JO
1
\ 8"
®� HW
8
PINE
\ I
n
8 \ 6"
HW
%P ECM
S16°37'39"E
21.22' TIE 10"
PINE
N: 510,207.816 1" EIP
(PINCH TOP)
® E: 2,025,988.765
NC GRID NAD 83
18" (2011)
PINE X /
266
x
c�
CA
N.
TKINS, JR. & 265
WATKINS
ONE X
PG 78
C1(P) o
o_
X
N /F
JAMES R. PEADEN
TRACT 6
DB 5223, PG 305
CARPORT DB 2554, PG 15 /
1„ ZONING: Cl(P)
EIP
X X X V0
S87°49'57"E 200.00' TIE
N: 510,092.189
263 E: 2,026,012.543
NC GRID NAD 83 \
\ 262 (2011)
\
PP � 262 \
PUMP
LLL���"` ___HOUSE \ \
260 \ \
" 261 \
cri \ 259 A N/F N /F
BOBBY COTTON
MCCAULEY & MCDONALD INVESTMENTS, INC. DB 3725, PG 172
CA DB 3446, PG 34 \ ZONING: Cl(P)
•U, ZONING: Cl(P) CU
6' \ PIN 0521-50-8080 \� \
N.
\\ \ 260 \
260 8„
PINEPIP
\
N\ \
EUREKA SPRINGS
LAND CO., LLC
TRACT ONE OF
DB 9259, PG 280
\ ZONING: R6A TEMPORARY \ \
PIN 0521-50-8020 DRAINAGE
EASEMENT
\ DB 4269, PG 75 \
N: 509,923.954 y DI #8146 ^ 259 D 7 DI #8525 °
E: 2,025,619.859 261 i GRATE 259.14 THE POLE IS \ GRATE 258.81 GRATE 258.90 \
ELEV: 262.15 N INV OUT 256.42 CORNER INV OUT 253.74 INV OUT 253.82�
NC GRID NAD 83 3/ ( 3/8" 1 3/8" 5/8"
N(20 1) EPK OEPK ER, - A RCP ERB — — ao — — — — ERB SRB— —
AVD
- w ENIp' ERB'` 262 N87°19'02"W 171.31' ( 3/8"24" RCP-0
3/8" R=830.29' ERB
SD SD
O7� 3/8" ERB L=9.08' g1 CI'#8208 260 —zzz
Lh
3/8" ERB CHORD 2� HOOD 260.66 w8 W8 — HONEYCUTT ROAD - SR 1613
ERB w8 w8 s WB INV IN 255.95 8146
W8 wa we _N87°37'50"W )' -INV IN 250.50 (8271) 95' R/W (PUBLIC)
HONEYCUTT ROAD - SR 1613
80' R/W (PUBLIC)
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS d DAY OF MAY, A.D., 2020.
�.
------------JNALCLANDPROFESSI SURVEYOR - L-4571
I/F
;S LAND CO., LLC
DB 9302, PG 276
ZONING: LC
PIN 0521-50-7016
CITY OF FAYETTEVILLE
ANNEXATION ORDER #
2013-09-545
DB 9329, PG 270
WELL
71
/I
� v
260
rn
0
6 STUB
0
;ONC ee \10
PAD
N87°49'57"W
12.00'
3/8"
ERB
12"
HW
260
WELL
12"
HW
PAD
EIP 1" EIP
(PINCH TOP)
3/8"
ERB o
3/8"
ERB
261— 9.08 INV OUT 250.50
8
N
CL
II Ckf
c
II N
0
CI #8271
HOOD 259.28
-- --_ -- --- --- -- INV OUT 250.85
1"EIP 5/8"
264 (PINCH TOP) ERB
DI #8514
259 GRATE 258.38 INV OUT 253. 6
IL
CI #8273
HOOD 258.63 s
_INV IN 252.77 (8514) _
INV IN 249.41 (8208)
INV OUT 249.40
30
N /F
BOBBY COTTON
DB 2743, PG 377
ZONING: Cl(P) CU
GRAPHIC SCALE
0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
1111
```\\\`uCARo �Z/
i Q�` .•••• •••• �/�
es S
a4 _
sF•:;;•SU9
�
R l'S��c ``�
bs �bL+-
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAM
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
EXISTING
CONDITIONS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE SURVEYED
MAY 30, 2019
SHEET NUMBER
C-1 no

VICINITY MAP
NOT TO SCALE
LEGEND:
EAI O EAI—EXISTING ANGLE IRON
ECM® ECM —EXISTING CONCRETE MONUMENT
EIP Oo EIP—EXISTING IRON PIPE
EIR Oo EIR—EXISTING IRON ROD
EPKO EPK—EXISTING PK NAIL
ENLO ENL—EXISTING NAIL
ERBO ERB—EXISTING REBAR
SRBO SRB—SET REBAR
o COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
POB — POINT OF BEGINNING
POC — POINT OF COMMENCING
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
SETBACK LINE
SD STORM DRAINAGE
W WATER LINE
// OVERHEAD UILITY
X FENCE LINE
WOODEN FENCE
PERMANENT EASEMENT
TREE LINE
260 MAJOR CONTOUR
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
-0-BENCHMARK
S-,GN SIGN
EB ELECTRICAL BOX
PP • UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
0 WATER METER
® CATCH BASIN
® DROP INLET
TREE
0 ASPHALT
CONCRETE
BUILDINGS
SITE NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.
2. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED TO EXISTING UTILITIES DURING
CONSTRUCTION SHALL BE REPAIRED AT THE GENERAL
CONTRACTOR'S EXPENSE.
3. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
4. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
5. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
6. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
7. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND ASPHALT
PARKING LOT).
8. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
9. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
10. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF —SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
11. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER CITY OF
FAYETTEVILLE AND STATE REGULATIONS.
SITE DATA
DEVELOPER
PAR 5 DEVELOPMENT GROUP, LLC
MAILING ADRESS
2075 JUNIPER LAKE ROAD
CITY, STATE
WEST END, NORTH CAROLINA 27376
PIN NUMBER
0521-50-7016
TOTAL LOT AREA
50,661 SF (1.16 AC)
AREA TO BE DEVELOPED
50,661 SF (1.16 AC)
PROPOSED ZONING
LC
EXISTING USE
SINGLE FAMILY/VACANT
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA 1.22 AC
SETBACKS REQUIRED:
FRONT
25 FT
SIDE
3 FT/ 15 FT ABUTTING SINGLE FAMILY USE
REAR
10 FT/ 20 FT ABUTTING SINGLE FAMILY USE
OPEN SPACE:
REQUIRED
5,066 SF
PROPOSED (TOTAL)
5,327 SF
USABLE
5,327 SF
PARKING:
REQUIRED (INCLUDING
HANDICAP) 31
PROPOSED (INCLUDING
HANDICAP) 31
PROPOSED HC
SPACES 2
I
I 3/8"
�RB— — —
1"
EIP
5/8" DEED
SRB
O
EAI
PP
_SPEED SPEED
BUMP BUMP
16'x16' (MIN.) CONCRETE -,.\ \\-,
18'x24' (MIN.) CONCRETE
DUMPSTER PAD AREA
FOR (2) STD. DUMPSTERS
\
ECM 'O
N
1
\_ TRUNC
6' SIDEWALK Di
EASEMENT
%HEAVY DUTY PAVEMENT _
(SHOWN SHADED)
\
TBM: \
4D COTTON SPINDLE #1
N: 509,923.954 TRUNCATED Z
E: 2,025,619.859 DOMES (TYP) I RA
ELEV: 262.15 ��N
NC GRID NAD 83 3�
(2011) EPK EPK ER'
NAVD 88 _ O
ENl'p�
�C7 3/8" R=830.29';
O7� 3/8" ERB L=9.08'
3/8" ERB CHORD-
ERB N87'37'50"W
9.08'
HONEYCUTT ROAD - SR 1613
80' R/W (PUBLIC)
JU JIFMVumrxu I.UKt3 6
CONCRETE CURB RELOCATE TELEPHON
& GUTTER BOX
/ II
I I
II /
err -
UNNAMED 20' STREET
PUMP
E]_HOUSE
o
c,+
rn \
\ 8„
PINE
PP /Z
CONCRETE WHEEL
STOPS\(TYP)
LIGHTED PYLON SIGN W/
UNDERGROUND ELECTRICAL
3/8„
ERB
i"W 171.31' 3/8„
ERB — SD
30" STANDARD we
CONCRETE CURB 2' LAP JOINT. MILL
& GUTTER TO A DEPTH OF 1.5"
-m
o
W
f
\
n \
-- —� -- ECM
716°37'39"E
21.22' TIE��
\
\
\
\
\
t;
w
\N
N.
\
TEMPORARY
\
DRAINAGE
EASEMENT
DB 4269, PG 75
\
o
r— 378" 5/8"
ERB SRB
W8 — HONEYCUTT ROAD - SR 1613
95' R/W (PUBLIC)
® 8"
HW
8"
PINE
i
30
6"
HW
d ; d • / j
d • 4 • , A • d
• • _ / _ A AA • a •
f •d
d • •d d • • \ • • • • • • • • •d • • • A • d
GRAPHIC SCALE
0 15 30 60 120
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
SITE PLAN
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
( IN FEET )
1 inch = 30 ft.
C-200

VICINITY MAP
NOT TO SCALE
LEGEND:
EAI O EAI-EXISTING ANGLE IRON
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
POB - POINT OF BEGINNING
POC - POINT OF COMMENCING
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
SETBACK LINE
SD STORM DRAINAGE
W WATER LINE
// OVERHEAD UILITY
X FENCE LINE
WOODEN FENCE
PERMANENT EASEMENT
TREE LINE
260 MAJOR CONTOUR
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
-0-BENCHMARK
S-,GN SIGN
EB ELECTRICAL BOX
PP • UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
® DROP INLET
TREE
0 ASPHALT
CONCRETE
BUILDINGS
SITE DATA
DEVELOPER
PAR 5 DEVELOPMENT GROUP, LLC
MAILING ADRESS
2075 JUNIPER LAKE ROAD
CITY, STATE
WEST END, NORTH CAROLINA 27376
PIN NUMBER
0521-50-7016
TOTAL LOT AREA
50,661 SF (1.16 AC)
AREA TO BE DEVELOPED
50,661 SF (1.16 AC)
PROPOSED ZONING
LC
EXISTING USE
SINGLE FAMILY/VACANT
PROPOSED USE
RETAIL
DISTURBED/DENUDED AREA 1.22 AC
SETBACKS REQUIRED:
FRONT
25 FT
SIDE
3 FT/ 15 FT ABUTTING SINGLE FAMILY USE
REAR
10 FT/ 20 FT ABUTTING SINGLE FAMILY USE
OPEN SPACE:
REQUIRED
5,066 SF
PROPOSED (TOTAL)
5,327 SF
USABLE
5,327 SF
PARKING:
REQUIRED (INCLUDING
HANDICAP) 31
PROPOSED (INCLUDING
HANDICAP) 31
PROPOSED HC
SPACES 2
I 3/8"
ERB
QTY.1
TYPE
PLANTING SIZE
MIN. HEIGHT
SCIENTIFIC NAME
CANOPY TREES
14
WILLOW OAK
2" CALIPER
8'
QUERCUS PHELLOS
4
AMERICAN HOLLY
N/A
6'
ILEX OPACA
UNDERSTORY TREES
6
FLOWERING DOGWOOD
1.5" CALIPER
8'
CORNUS FLORIDA
4
JAPANESE CHERRY
1.5" CALIPER
8'
PRUNUS SERRULATA
SHRUBS
104
JAPANESE HOLLY
5 GAL.
18"
ILEX CRENATA
®
50
NANDINA
2 GAL.
18"
NANDINA DOMESTICA
35
CARISSA HOLLY
5 GAL.
24"
ILEX CORNUTA 'CARISSA'
32
BRILLIANT CHOKEBERRY
2 GAL.
24"
ARONIA ARBUTIFOLIA 'BRILLANTISSIMA'
LANDSCAPING NOTES:
1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS
OF THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD
FOR NURSERY STOCK.
2. SHRUBBERY IS TO BE PLANTED AT LEAST 30" FROM CURBING AND FROM END OF PARKING SPACES TO PREVENT
DAMAGE FROM CAR OVERHANG.
3. SHRUBS INSTALLED AS VEHICULAR USE SCREENING ARE TO BE MAINTAINED AT A MIN. HEIGHT OF 36"; MIN.
INSTALLATION HEIGHT IS 24".
4. SITE LIGHTING PLANS REQUIRE LIGHTS TO BE A MIN. OF 15 FEET FROM TREES. ANY ADJUSTMENTS IN THE FIELD
NEED TO COMPLY WITH THIS STANDARD AND BE APPROVED BY CITY STAFF.
5. EACH TREE MUST BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. TREES
WHERE THE ROOT FLARE IS NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT FLARE WITH MULCH.
6. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH A MIN. OF 4" AWAY FROM THE TRUNK
BASE.
7. ANY CHANGES TO THE PROPOSED PLANT SCHEDULE MUST BE APPROVED BY THE DESIGNER OF RECORD AND THE
CITY. IN CASES WHERE THE PLANT SCHEDULE ONLY INCLUDES THE PLANT TYPE AND DOES NOT INCLUDE THE
PLANT SPECIES, THE CONTRACTOR SHALL BE REQUIRED TO SUBMIT TO THE CITY FOR APPROVAL, A DETAILED
PLANT SCHEDULE AND ASSOCIATED PLANTING PLAN PREPARED BY A PROFESSIONAL KNOWLEDGEABLE ABOUT
PLANT MATERIAL AND DESIGN, PRIOR TO PROCEEDING WITH INSTALLATION.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE CITY OF FAYETTEVILLE UDO. THE OWNER OR
DEVELOPER IS ENCOURAGED TO CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN THAT IS
MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS FOR PERMITTING PURPOSES ONLY.
1,. ECM
EIP — -- -- -- -- -- -- --
- —off--- -- -- -- -- -- -- � -- -- -- -- -- -•- -- - S16°37'39"E
UNNAMED 20' STREET 21.22' TIE___�
5/8 SRB S87°49'57"E 200.00' TIE
SRB -
-- -- ; — -- -- -- — -- O 1 -- -- -- -- -- -- y ® N: 510,207.816
\ \�,
� EIP
(P
) \ �
J
cr_
Jm N
� � n
/ 3/8" T
ERB
/ 1
27
2
TBM:
4D COTTON SPINDLE #1
N: 509,923.954 a ? S
E: 2,025,619.859 w
ELEV: 262.15 �N
NC GRID NAD 83 3L:�
(2011) EPK EPK ER'
NAVD 88 - O
���1�---- ENL'p�
-.Cr 3/8" R=830.29':
3/8" ERB L=9.08'
3/8" ERB
ERB CHORD-
N87°37'50"W
9.08'
ERB
\
\
N \
J
\
\ 25' STREETSCAPE
\BUFFER
d \CO
7 WB
In
rOD
HONEY80 R/W (PSR 1613 UBUC)
N
9
\
\
\
\
t;
W
\N
I
N.
\
\
\
3)8„ 5/8"
ERB SRB
HONEYCUTT ROAD - SR 1613
95' R/W (PUBLIC)
30
e d �
d • d • / d e
d • 4 • • , d
f •d
d e •d d • • \ • • • • • • • • • •d • • A • • d
GRAPHIC SCALE
0 15 30 60 120
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``�,`IICARO zZ//
2 : OF SS ..�L
SEA
IO2
NE .•: ja���
OTT
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
LANDSCAPE
PLAN
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
( IN FEET )
1 inch = 30 ft.
C-201

VICINITY MAP
NOT TO SCALE
LEGEND:
EAI O EAI-EXISTING ANGLE IRON
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP Oo EIP-EXISTING IRON PIPE
EIR O EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
POB - POINT OF BEGINNING
POC - POINT OF COMMENCING
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
SD STORM DRAINAGE
W WATER LINE
// OVERHEAD UILITY
X FENCE LINE
WOODEN FENCE
PERMANENT EASEMENT
TREE LINE
260 MAJOR CONTOUR
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
-0-BENCHMARK
S-,GN SIGN
EB ELECTRICAL BOX
PP • UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
® DROP INLET
TREE
0 ASPHALT
CONCRETE
BUILDINGS
I
I 3/8"
ERB
1"
EIP
5/8" OEED ,
SRB UMP
-- -- // -- PP //- - --
-
_SPEED SPEED 263
BUMPO BUMP O -_
Al 3/8" 18"
ERB �\ _ CEDAR
SEPTIC FIELD, NO
GRADING PERMITTED
JB-7
IM
\ EIP
ECM 'O
\ v NO
N Z \
N
\
\
/ 3/8" \
/
/ ERB
0 25�
\ \ C
\ I
\ \I\
I
\
TBM:
4D COTTON SPINDLE #1
N: 509,923.954 \
E: 2, 025, 619.859
ELEV: 262.15
NC GRID NAD 83
NAVD 188 - - EPK OEPK
�7 20"
CEDAR
Pp C ONC
20(
P
a o 1.�5 IN
262.09 61.�5
1 62.20 /, \
1 261.60 261. 4 2.28 \
261. 0 61.60 M20
TW
1. 0
19` 61.7
HW 1
1
261I.72 1
0
61.84
r
Y 1 O
� LL
rn o
0
/ tyn o
", 62.
l /261.43 1 1 261 61 6 W 0 2E
1
\ ® 8"
HW
8"
PINE
TWIN 267
30' n
I PINES
1 HW
\ ECM
7�77UNNAMED 20' STREET
5/8"
_ SRB -- -- -- -- - --- -- o --
N: 510,207.816 1" EIP /-
EIP I ® (PINCH TOP)
E: 2,025,988.765
NC GRID NAD 83 /
(2011)
3/8"/ PINE
3/8" ERB / 4' X
SS ERB _/ HW
61.1 5"
DI-6 262 261.8 \ PINE \ x
INV 259.02 /
262.3 �, \
258.9 N - 265 _
l
� 1 10" CPP /
® 0 50% MIN x
GRADING NOTES
1. ALL SPOT ELEVATIONS ARE TO THE FINISHED GRADE OF
THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
13. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF
THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED.
14. CONTRACTOR SHALL VERIFY LOCATIONS OF DOWNSPOUTS
USING THE ARCHITECTURAL PLANS PRIOR TO
CONSTRUCTION.
PROPOSED , \ - 264
BUILDING
(130'x70') 261.E 1" 1„ EIP / ° a s, .
9,100 SIF O EIP (PINCH TOP) CARPORT • 4 '
1"EIP 'd •°
FFE: 262.35'\ 3/8" (PINCH TOP) ERB EIP ° ;° °, %° °:\ .. •
O ERB
X
O
\
-
3
5/8» -
/ SRB
E ERB
ERB
2,
/ -
_`
E: 2,026,0 21843
NC GRID NAD 83
\ /
/ 262 \
(2011) \
-
�,q
-
1
HW
\
c \ 28,
E� _^ PUMP
LL��
\
WELL!�r
261.85
HOUSE
/.
NV 259.68
262.35 I\
\
\
262.21 261,71
2. \
NOTE: ALL PIPE JOINTS BELOW THE STORM
\
\
�g
TW
WATER UNDERGROUND RETENTION 10 YR
i2.35
•
HIGH WATER ELEVATION SHALL HAVE RUBBER
2.21TW/E \
GASKET JOINTS THAT CONFORM TO ASTM C 443 \
\
•
2 1.56
/
yy21
6 21
261.48
PERMANENT UNDERGROUND RETENTION � - 261
-
61.
9 TW/EP
`
`` \
INVERT OF SYSTEM: 251.40' \
\
\
61.79
l
61.86�
INVERT OF PIPES: 251.73'
TORM EELEV:
\
26, .53
V
\
261.15
10YYRSSTORM 255 6' \ \
\
61.86
i
LP
� \
\
/ OUTER HOPE,
6LP1061.27 iP PERFORAjED DI -3 260 - -
/ 261.48 I \ / \
®0 Op% 24 / / 61.55 /
�F \
DI-2i p j 1N�ENANCE __HP
BOUNDARY
P \ PINE
/ M EpSEMEi OF STONE \ \ 2 .57
60.42 / 260.99\
261.19 63.71 LF ® 1.73% 15" RCP 61.71 /
LP
\ \
-J
260.73 261. 9 �®
fin 96 HP_ j 260 \ TEMPORARY \
I 261.5 ® / DRAINAGE
261 REMOVE DI #8146 & EASEMENT
15" RCP 26.62 LF ® 1.50% \
260 1 DB 4269, PG 75
DI-5
__e DI #8i., 15" RCP DI #8517 DI #8525 °
GRATE 25 --• THE L IS \ GRATE 258.81 GRATE 258.90 \
" OUT - R ER INV OUT 253.74 INV OUT 253.821
3/81, [ ED] F W
ERB 00 - - - Eot ERB SRB
I N E
_ _ / u •ERB SD SD -
3/8
O/� 3/8" ERB 61.67 CI'#8208 60.04
3/g ERB HOOD 260.66 \\\ Wg W8
ERB - W8 W8 - W8 _ we W8 II INV IN 255.95 (8146) CONVERT TO HONEYCUTT ROAD - SR 1613
HONEYCUTT ROAD - SR 103
80' R/W (PUBLIC)
4F
DI-1 IS'.
260.97 '�c'Oos89
0 260.97 1
\ 61.02
259.86
261. 1-\
� II1
N 61.41�
�61.20
8
RB
ENL ERB
-INV IN 250.50 (8271) JUNCTION BOX
INV OUT 250.50
RIM: 260.22'
Ckf
N -m
I
II /
0
f
CI #8271
HOOD 259.28
- - - - INV OUT 250.85
95' R/W (PUBLIC)
DI #8514
GRATE 258.38
INV OUT 253.16
00
v
CI #8273
HOOD 258.63 s
_INV IN 252.77 (8514) -
INV IN 249.41 (8208)
INV OUT 249.40
Know what's below.
Call before you dig. GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
120
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``�y\ \ICARO,�%
2 : OF SS ..�L
SEA02
_
G I NE .•:����
''';/ ,O
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAM
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
GRADING PLAN
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-3nO

VICINITY MAP
NOT TO SCALE
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25)
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED
AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL
DENUDED AREAS IN WHICH GRADING OR SITE BUILDING
CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED
SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN.
17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
ARISE ON SITE IS JODY BLAND. CONTACT 910-944-0881.
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE AND TEMPORARY SILT FENCE WHERE
SPECIFIED.
3. CLEAR AND GRUB THE SITE AS NEEDED.
4. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS TO REMAIN
GRASSED.
5. INSTALL UTILITIES.
6. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.
7. PERFORM FINE GRADING.
8. INSTALL AND PREPARE BASE COURSE.
9. PAVE ROADWAYS AND PARKING LOTS.
10. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
11. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
12. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDEQ EROSION CONTROL
MANUAL.
I
I 3/8"
ERB
�Nl11yN7_�INP►ti]�KiPul:3hhl�>�9���R�P►I�C�I:�n[e1_1�1�>�9���1�6y�XilINP►��i]:��F
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE
THAT PERSONS RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT
AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EROSION
AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE
DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES
SELF -MONITORING REPORTS, DWQ AND DEMLR DEVELOPED A COMBINED FORM. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE
OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
APPROVED PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT THE
FAYETTEVILLE REGIONAL OFFICE AT [phone].
1"
EIP
5/8" -EED ,
\ SRB� ' s
\ ® 8-
HW
8"
PINE
TWIN 267 -
30' n
I PINES
9 \ 6"
n 1 HW
\ ECM
PP
_SPEED SPEED zss - , UNNAMED 20' STREET
BUMPO BUMP O 5/8" - - - - - - - -
SRB -- �
-- -- -- - -- -- -- --_ o
N: 510,207.816 1" EIP /
�7 20"4 /EIP �% ® NC GRID NAD 783 (PINCH TOP)
EAI �i 16' - CEDAR /
ERB �\ _ CEDAR 3/8"/ PINE (2011)
-71
U PP ON 3/8° ERB / 4• � X
O ERB / HW
DI-6 2' \ 5"
6
PINE \ \ X
SEPTIC FIELD. NO GRADING \ /
\ PERMITTED u 1 265
w
JB-7
\ 2s, - l
\ \LIMITS OF CONSTRUCTION /
I 1.2 AC \
\ / \ x
LEGEND:
EAI O EAI-EXISTING ANGLE IRON
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP (0EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ENI_O ENL-EXISTING NAIL
ERGO ERB-EXISTING REBAR
SRBO SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
POB - POINT OF BEGINNING
POC - POINT OF COMMENCING
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
SETBACK LINE
SD STORM DRAINAGE
W WATER LINE
// OVERHEAD UILITY
X FENCE LINE
❑ ❑ WOODEN FENCE
PERMANENT EASEMENT
TREE LINE
260 MAJOR CONTOUR
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
BENCHMARK
S-'GN SIGN
ES ELECTRICAL BOX
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
FIRE HYDRANT
L�J WATER METER
® CATCH BASIN
® DROP INLET
TREE
ASPHALT
CONCRETE
0 BUILDINGS
PROPOSED , - 264
BUILDING ��� \ / a •/ °
\ 19' I (130'X70') `\ EIP 1„ EIPA ♦ °
1'
\ HW EI
ECM 'O
\ �q
Nti-
N
TEMPORARY SILT,
FENCE (TYP) J
/ „ 3/8
/ y
/ ERB 0
/
IU
o
\ r
\ C
\ 1
\ I
\ I\
TBM:
4D COTTON SPINDLE #1
N: 509,923.954 \
E: 2, 025, 619.859
ELEV: 262.15 \ c
NC GRID NAD 83 -
NAVD 188 EPK OEPK
3//8
3/8" ERB
3/8" ERB
ERB
HONEYCUTT ROAD - SR 1613
80' R/W (PUBLIC)
9,100 SF
FFE: 262.35'.
I i
IL
I /
\ (PINCH TOP)
l/y 1"ERE
EIP 5/8
3/8" (PINCH TOP)
ERB
3 5/8 -
3/8„ / SRB
E ERB 2
\ / / 262 - \
_ 12"
/ HW
WELL.
d ° ,
• I
• ♦
• • •d d • /
d , d
/
DI-1
DI-2
p / N
_TEMPORARY INLET 1
\ \ � PROTECTION (TYP)
ERB
1-3 \ /
\ �a�
I,w
3S
N 2E DI-5
SF
PINE
\
3/8„
ERB
i
\ 26,
\ - 261 -
259 \
- SD
\ / 260 - -
X
\
TEMPORARY \
DRAINAGE
EASEMENT \
DB 4269, PG 75
DI #8517 DI #8525 °
GRATE 258.81 GRATE 258.90 \
INV OUT 253.74 INV OUT 253.82
Lj 1 - �E �8 5/8- -
- - - ERB SRB
M
SD -
8208CI5#260.66
w8I HOOD �
V8 W8
INV IN 2.)(8
INV N 250.50 (8271) INV OUT 250.50
TEMPORARY CONSTRUCTION N
ENTRANCE
N
0
f
CI #8271
HOOD 259.28
- - - - INV OUT 250.85
CARPORT A A A A A A / • '
/ / • • • J • • • • ♦ d . a •d • a
EIP / d •d • d • : d • di\ •. .. . .. • _.� • • A • • d
-- O
N: 510,092.189
E: 2,026,012.543 \
NC GRID NAD 83
(2011)
\
\
\
\
\
\
HONEYCUTT ROAD - SR 1613
95' R/W (PUBLIC)
DI #8514
GRATE 258.38
INV OUT 253.16
A
v
CI #8273
HOOD 258.63
_INV IN 252.77 (8514)
INV IN 249.41 (8208)
INV OUT 249.40
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
Know what's below.
CaII before you dig. GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
120
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
``�y\\ICARO z/,,
� 2 -. 0 SS
4�
SEA
02
G I NE .•: ja���
�O
05"-
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAM
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
EROSION
CONTROL PLAN
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-400

VICINITY MAP
NOT TO SCALE
LEGEND:
EAI O EAI-EXISTING ANGLE IRON
ECM® ECM -EXISTING CONCRETE MONUMENT
EIP OO EIP-EXISTING IRON PIPE
EIR OO EIR-EXISTING IRON ROD
EPKO EPK-EXISTING PK NAIL
ENLO ENL-EXISTING NAIL
ERB
O ERB-EXISTING REBAR
SRB
0 SRB-SET REBAR
o COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
POB - POINT OF BEGINNING
POC - POINT OF COMMENCING
PROPERTY LINE
— ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
-SETBACK LINE
sD STORM DRAINAGE
w WATER LINE
OVERHEAD UILITY
275
270
265
260
255
250
245
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE
AS-BUILTS DURING THE CONSTRUCTION OF THE WATER
LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE NOTED ON
THE AS -BUILT DRAWINGS. ALL VALVES AND CHANGE IN
DIRECTION OF THE WATER LINE SHALL BE LOCATED WITH A
MINIMUM OF TWO DISTANCES FROM A KNOWN OBJECT. THE
CONTRACTOR WILL PROVIDE THE AS -BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE
CERTIFICATION AT THE COMPLETION OF THE PROJECT.
2. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY
TIES ARE APPROXIMATE UNLESS OTHERWISE NOTED.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
ALL UTILITY COMPANIES AFFECTED BY THE PROPOSED
WORK.
4. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY
PERMITS TO COMPLETE THE PROPOSED WORK, AND SHALL
COMPLY WITH ALL LOCAL, STATE, AND FEDERAL
REGULATIONS
5. MINIMUM SEPARATION BETWEEN SEWER (STORM OR
SANITARY) AND WATER LINES SHALL BE 10' HORIZONTAL OR
18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM
VERTICAL SEPARATION BETWEEN SANITARY SEWER AND
STORM SEWER SHALL BE 24" UNLESS NOTED OTHERWISE.
6. ALL MATERIALS SHALL BE APPROVED BY PWC BEFORE
INSTALLATION.
7. EXISTING UTILITIES NOT FOUND IN THE FIELD DURING
SURVEY MAY REQUIRE DEMOLITION.
8. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
X FENCE LINE I
WOODEN FENCE
PERMANENT EASEMENT I
TREE LINE 3/8"
260 MAJOR CONTOUR 1 ERB
262 MINOR CONTOUR
x 260.52' SPOT ELEVATION
-0-BENCHMARK
S-'GN SIGN
EB ELECTRICAL BOX
PP• UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
� FIRE HYDRANT
LN WATER METER
® CATCH BASIN
® DROP INLET
TREE
0 ASPHALT
CONCRETE
0 BUILDINGS
WATERLINE
WATER MAIN —0+50 TO 1 +00
I� I�
IZ to
N o
X 0'
w D-
1 1
1 OD
I
00
�J
l
42"
MINIMUM
COVER
8"
APPROX. LOCATION
EXISTING 8" DI
IWIN
RJDI
1" PE
WATER MAIN
Nrn
1� a
+ _ +
00 O LL O
r
U1
0
a
c0
Z1`1
N cd
— X +
wo
- - - -EXISTING GROUND
FINISHED GROUND
0
N
275
270
265
260
255
250
245
1"
EIP
5/8" -EED ,
SRB UMP
Al
-- -- // -- —
PP //— --
_SPEED SPEED zss
BUMPO BUMP
3/8' 16
ERB �\ _ CEDAR
\ EIP
ECM 'O
— � r
NO
N Z \
N
\
1
/ 3/8„ \
/
/ ERB
%
\ r
\ C
\ I
\ \I
\ I\
SEPTIC FIELD
7
\
\
\ ® 8"
HW
a"
PINE
TWIN 267
30' n
I PINES
8 \ 6"
\ HW
ECM
1/=
S16°37'39'E
zsq \ UNNAMED 20' STREET 21.22' TIE��
5/8"
SRB S87°49'57"E 200.00' TIE
O 1„ 1" EIP
4" SEWER TO EIP ) �y ® ® N: ,025,9 8.76 (PINCH) /
E: 2, 025, 988.765
SEPTIC FIELD NC GRID NAD 83
(2011)
3/8"/ PINE
PP CONC 3/8' ERB / 4• X �\
PAD— SS ERB � � HW
nrii \
� DI-6 5" PINE
HW \ N
\ O \ \ 265
/ J
I / o
/ 20„
CEDAR
I'57"W 192.00'
UTILITY CONSTRUCTION NOTES:
1. ALL WATER MAINS, LATERALS AND APPURTENANCES SHALL
BE INSTALLED AND TESTED IN ACCORDANCE WITH
FAYETTEVILLE PWC STANDARDS.
2. ALL SEWER MAINS, LATERALS, AND APPURTENANCES SHALL
BE INSTALLED AND TESTED IN ACCORDANCE WITH
FAYETTEVILLE PWC STANDARDS.
3. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH
FAYETTEVILLE PWC STANDARDS.
4. CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF
EXISTING UTILITIES PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL PROVIDE A MINIMUM OF 48 HOURS
NOTICE FOR ALL WATER OUTAGES.
6. CONSTRUCTION STAKING IS REQUIRED FOR ALL PWC WATER
AND SEWER UTILITY INSTALLATIONS. CUT SHEETS, SIGNED
AND SEALED BY A NC PLS, SHALL BE PROVIDED TO THE
PWC WATER RESOURCES ENGINEERING DEPARTMENT AND
THE CONTRACTOR IN ADVANCE OF CONSTRUCTION FOR PWC
WATER AND SEWER UTILITIES.
7. CONTRACTOR SHALL MAINTAIN A COPY OF THE SIGNED AND
SEALED CUT SHEET ON THE JOB SITE. CONSTRUCTION ON
PWC WATER AND SEWER UTILITIES CANNOT BEGIN UNTIL THE
CONTACTOR POSSESSES, ON SITE, A SIGNED AND SEALED
CUT SHEET FROM THE PROFESSIONAL LAND SURVEYOR.
8. ALL NEW WATER AND SEWER MAINS, LATERALS, AND
APPURTENANCES SHALL BE TESTED AND/OR DISINFECTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS PRIOR
TO PLACING INTO SERVICE.
9. CONTRACTOR SHALL COORDINATE TESTING AND INSPECTION
WITH THE FAYETTEVILLE PWC PROJECT COORDINATOR.
10. ALL DUCTILE IRON PIPE IN SANITARY SEWER SERVICE SHALL
HAVE AN INTERIOR LINING OF PROTECTO 401 OR APPROVED
EQUAL.
11. ALL NEW MANHOLES ARE TO BE VACUUM -TESTED IN
ACCORDANCE WITH FAYETTEVILLE PWC STANDARDS.
12. CONTRACTOR SHALL ABANDON ('KILL -OUT") ANY EXISTING
WATER SERVICES THAT WILL NOT BE UTILIZED BY CUTTING
THE SERVICE AT THE MAIN, PLUGGING THE CORPORATION,
AND TURNING OFF THE CORPORATION. AT THE METER BOX,
THE ABANDONED SERVICE IS TO BE CUT OR CRIMPED, AND
BURIED A MINIMUM OF 3 FEET BELOW GRADE.
13. CONTRACTOR SHALL ABANDON ('KILL -OUT') ANY EXISTING
SEWER SERVICES THAT WILL NOT BE UTILIZED BY
UNCOVERING THE EXISTING LATERAL AT THE MAIN, CUT AND
PLUG AT BOTH ENDS, REMOVE THE EXISTING CLEANOUT
AND COMBINATION, AND PLUG THE TAP OR TEE AT THE
MAIN. FOR LATERALS THAT CONNECT TO A MANHOLE AND
ARE TO BE ABANDONED ('KILLED -OUT'), THE LATERAL
SHALL BE REMOVED FROM THE MANHOLE AND THE
REMAINING VOID IN THE MANHOLE SHALL BE FILLED WITH
BLOCK AND MORTAR.
14. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL
BE ADJUSTED TO FINISHED GRADE IN ACCORDANCE WITH
PWC REQUIREMENTS.
; G
PROPOSED , \ - 264 /
BUILDING a
I (130'x70') EIP 1 EIP •� a s °
H 9,100 SF ` p (PINCH TOP) CARPORT
Hw 1 •�
� I N87°49'57"W 5/8„ / / ' •
FFE: 262.35' . 1 "EIP •"
12.00' 3/8" (PINCH TOP) ERB / 1" 'd °,
.a
I I — EIP
\ p ERB X O
1 3 5/8» — 92189
DI-1 I
TBM:
4D COTTON SPINDLE #1
N: 509,923.954 \ ?
E: 2, 025, 619.859
ELEV: 262.15
NC GRID NAD 83
(2011)
NAVD 88
3/8"
O7� 3/8" ERB
3/8" ERB
ERB
Know what's below.
Call before you dig.
HONEYCUTT ROAD - SR 1613
80' R/W (PUBLIC)
_LA
—tZ
3 t3I
)K OEPK ER, �
ENl'p�
R=830.29':
L=9.08'
CHORD-
N87°37'50"W
9.08'
I /
DI-2
I
1 I
5'X25' PWC
EASEMENT
3/8
/ SRB N E ERB 2,026,012.543
— 2, E
NC GRIDNAD83
262 \
_ 12" \
HW
E� _^ PUMP
WELL. \ �� HOUSE \ \
\ r 260
T \�
T \ 259
1N1EN PLACE rn /
/ MEASEMENT DI- \ \ N260
GF'8.
\
/
G)`.
PP PINE
/ X
/
RPZ
\
�
/
BACKFLOW
N ®
"ADDITIONAL EXISTING WATER
REMOVE &
REPLACE
®
2-�" RPZ
METERS/LATERALS FOUND ON
THIS PROPERTY SHALL BE KILLED
TEMPORARY
DRAINAGE \
FIRE HYDRANT
BACKFLOW
OUT AT THE MAIN IN
EASEMENT
T6" RJDI-----w-
EXIST`__V_
ERB 6" GV
i„ WM
ACCORDANCE WITH PWC DB 4269, PG 75 \
DI-5 REQUIREMENTS.
" I THE LE IS \ \
THE RNER
I 5/8— —
ERB SRB
— — — — —
1 — — ERB
N87°19'02"W 171.31' - -3/8"
_____ ERB ID
9.5 LF OPEN
CUT & PATCH w8 w8
)l
3' WIDE w� wa W8_ HONEYCUTT ROAD - SR 1613 —
RENEW 1" LATERAL 95' R/W (PUBLIC)
BACK TO MAIN /
0
*EXISTING FIRE HYDRANT TO BE
REMOVED AND REPLACED. RETURN
EXISTING HYDRANT TO PWC.
o
N �
30
GRAPHIC SCALE
0 15 30 60 120
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�y\ CARo ����'
2 40
SEA
02
G IN .•: ja�`�
�O
050- 04/-.20
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
UTILITY PLAN
PIN# 0521-50-7016
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone:[phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
0+00 1+00
( IN FEET )
1 inch = 30 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-500

270
265
260
255
250
245
240
\ we
\ w8
106.43
Mf
E
DI-1 TO DI-2
STORM DRAIN -0+50 TO 1 +00
^ n I
N n
O p0 O ^ n
mc0 O(OOUI Z N01
u1 ONN N F-�
O N
N N
6HZZ
(O Oa
ON
oD < M
H0 +Q�»>�
Z Z Z
I
O< p N U N
+<>
0OOz
FINISHED
GRADE
— — GRADE
EXISTING
51.37 IF ® 0.587. 15" RCP
o
�
(D
N
O
O
N
0
CD
N
270 275
265 270
260 265
255 260
250 255
245 250
240 245
NC CRID NAD 83 (,,off)
u
z
a �•
-
U10_
LO
j263 ---_
?
62 —
nC
J
tf)
z tiJrY
W W� �io2 �w 1
Mw a ZZ^ o a \ 1
Cco _
CIV
O O N I— N
O
26.62 LF ® 1.50% W O N
? 15" RCP �Z U
aS � I J
N 3 (p W
= N =2 7n d-
63.71 LF ®1.73% 15" RCP l� ~ i �.- �,0 b
> a / V
!�V Q 00� O
Q
\ Q O V �2zo 1�
o W V h' ~
'>-
\ I-6
< I 00 I S
\ 0 ,� �► w
I \ \ N e '
Iw I 1 3
o ZZ I o II
® wUj
Fw
_183.24 LF 0 0.00% 24" PERFORATED HDPE
Z 'moo g m
w W / MAINTENANCE EASEMENT/
lot
261
u�
CO
J Z Q
< w
to
I�
o
0
® GQ
.61
L_ 260 1
DI-6 TO CI #8208
STORM DRAIN -0+50 TO 5+00
love
1 3I
II
m ' I
Z
Cr
r]
N
(a I
INcrI
O
ON
NO Om
00
00
O
O��^
F,NO
o
0000O
O
i
O N�
OZ
O�OO
Np
OLr)M
Oi c0
OWN ~
(C) =
O
v
n
�^
03NO)
,Oi
(O
� N N
O�
OOP N
O NND
0
O
m Z�
Op M
p
o0(0 1
C�4
F-
O)ON
wZ
Nw Z
OO
N3
wZ�
0E-0
0En
O Z
ONNN-N
nCP--Oa
n<:2
>>>
O ZwZZZ
c'n�� +
O+�
>>
Z
LLJZ Z
OQ—ME0CD
Ei0z z=
(`. N
�u)
_
—��
CO
o.NN
00
0N�ZZZN
�C,
<
— NIS
FIHED
GRADE
I C Q > >
Z
00. OZ
EXISTING
GRADE
83.26 LF ® 0.567.
—
15" RCP
1—
WRAP TOP, BOTTOM, AND SIDES
—
1
/
STONE WITH FILTER FABRIC
4' WASHED
�OF
STONE BEDDING
HIGH WATER ELEVATION
_
—
257.45' (100 YR)
63.71 LF
® 1.739,
IF
—111-4
15,,RCP
26 62
- J
c U_�_�_,
1.507.
15" RCP
HIGH WATER ELEVATION
255.35' (10 YR)
�l J,J
183.24 LF ® 0.00% 24" PERFORATED HDPE
106.43 LF ® 0.00% 24" PERFORATED HDPE
4" WASHED
HIGH WATER ELEVATION
STONE BEDDING
251.40' (1 YR)
4" WASHED
SAND BEDDING
N
N (n
F, m
N
OO m
rn
O
O
00
O
N
0 N
O
Nj
O N
O
(� co
_ O
O N
_ Oi
(O N
0 O
(0
0 O
O
_ OIC!i
O N
_ ai
O N
0
(0
N
N
N
N
N
N
N
N
N
N
275
270
265
260
255
250
245
0+00 1 +00 0+00 1 +00 2+00 3+00 4+00 5+00
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
120
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
CAR9
0 JS O ••�j
SEA
02
G I NE .•: ja���
�O TT I I111'6
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
STORM
PROFILES
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
HORIZONTAL: 1 "=30'
VERTICAL: 1 "=3'
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-600

it
5
0
X
N
24'
NOTES:
6" 18"
�3 R M
LU PITCH 1 % LU
~ N ~
J J
3000 PSI CONCRETE
PITCH 5%
3"R
I F--
N Of
U � (0 - U
3000 PSI CONCRETE
fE 24"
DUMMY GROOVE JOINTS EVERY 10' EXPANSION JOINTS EVERY 50' (90' IF MACHINE PLACED)
24" CURB & GUTTER
ROAD WIDENING NOTES:
1. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH POLICY ON
STREET AND DRIVEWAY ACCESS TO NORTH CAROLINA HIGHWAY MANUAL AND
NCDOT STANDARD DRAWING 1205.04 AND 1205.05.
2. CONTRACTOR SHALL COORDINATE ALL ROAD WIDENING AND PAVEMENT
MARKINGS WITH THE NCDOT DISTRICT OFFICE PRIOR TO CONSTRUCTION.
CONTACT INFORMATION:
TROY BAKER [phone]
3. CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING THE
ROAD WIDENING OPERATIONS.
4. CONTRACTOR SHALL NOTIFIY ALL PROPERTY OWNERS THAT ARE
AFFECTED BY THE ROAD WIDENING INCLUDING BUT NOT LIMITED TO
DRIVEWAY REPAIR.
5. CONTRACTOR IS RESPONSIBLE FOR RELOCATING ALL UTILITIES AND
INFRASTRUCTURE AFFECTED BY THE WIDENING TO INCLUDE BUT NOT LIMITED
TO SIGNS, MAILBOXES, POWER POLES, ETC. CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING PROPERTY RESULTING FROM CONSTRUCTION OF THE
IMPROVEMENTS.
PAVEMENT WIDENING SECTION
18'
6" �6" BOLLARD
3' 44' 4'
CONCRETE
PAVEMENT
DUMPSTER PAD
1. REMOVE ALL TREATED OR PLASTIC I
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP T(
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIA
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROM
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
FINISHED G
=R E
IMUM LIMIT OF MULCH
fill RFAAn\/Pl FR(1AA WnI F
NTS
\ EXISTING
ASPHALT
NTS
NTS
LAYER OF MULCH
SAUCER BERM TO
TAIN WATER.
V10VE TOP 1 /3 OF
RLAP FROM BALL
'SOIL REMOVED FROM HOLE
DISTURBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
10
6" 24"
3"R
cV
3000 PSI CONCRETE
E 30 _
DUMMY GROOVE JOINTS EVERY 10'
EXPANSION JOINTS EVERY 50'
(90' IF MACHINE PLACED)
30" STANDARD CURB & GUTTER
6'-0"
6"x6" CONCRETE WHEEL STOP
LAG BOLTS & ANCHORS _
SUPPLIED W/ WHEEL STOP.
CONCRETE WHEEL STOP
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
SPACES REQUIRED
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES,
1. ALL 12"08" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA.
4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
4" MULCH
TOP OF RC
1 " ABOVE I
CLEAN BAC
AND FINISH
2" MOUND
UNDISTURBI
NTS
F PAVEMENT
NTS
3
7
FINISH
GRADE
IIIE�IIIII�IIIII�
119.013
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
S9.5B
COMPACTED ABCCOMPACTED
SUBGRADE
HEAVY DUTY PAVEMENT
1 /8" RADIUS -----� i \� JOINT SEALER
4"
d• eP d
4" .. .. e
.4.
1/2„ �{ JOINT FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
7'
5" THICK CONC. SPHALT
SIDEWALK
0 6„
I
I. IiII Ii1
I6„
NOTE: 8
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
0
RESERVED RESERVED
0
PARKING �PARKING MUTCD PARKING
MUTCD R7-1
R7-8 12"08"
12"X18" DISABLED MUTCD
R7-8
PASSENGER 12"08"
LOADING
ONLY
R7-8a R7-8D
ACCESSIBLE 12"x6" REQUIRED ACCESSIBLE MAXIMIUM 12•x9"
RESERVED PARKING SIGN PENALTY
$ 250
MAXIMIUM
PENALTY R7-8D
$ 250 12"x9"
TURN DOWN SIDEWALK
NTS
NTS
ACCESSIBLE ROUTE
AD © © © © (SEE NOTE 3)
8" 8" 8" 8" 5" 8"
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
HANDICAP SIGNAGE AND PAVEMENT MARKINGS
NTS
E
0
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
(D
COMPACTED
C
NTS
LIGHT DUTY PAVEMENT
CONCRETE
COLLAR
o
I
N
CONSTRUCTIO
JOINT
11
FILL POST WITH
CONCRETE.
6" DIA. STEEL PIPE
PAINTED YELLOW.
FINISHED GRADE OR
ASPHALT AS REQUIRED.
3,000 PSI. CONCRETE BASE
6" 6" 6"
DUMPSTER BOLLARD
1 /8" RADIUS -----� \ JOINT SEALER
1/8" TO 1/4"
.a
5"
1/2„ JOINT FILLER
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
NOTE: \a\a\a\a�a\,i,
1. PROVIDE CONTROL JOINTS AT DISTANCE EQUAL TO WIDTH OF
SIDEWALK, PROVIDE 1/2" EXP. JOINTS WITH PRE -MOLDED E.J.
FILLER AT MAX. 30' O.C.
2. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3000 PSI.
IN 28 DAYS.
II
4"
GROOVE JOINT IN SIDEWALK
CONCRETE WALK
NTS
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesolutions.com
�IICARO,�Z//
O .•2 i
SEA
02
G I NE .•: ja���
V//;, 00
050-
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
SITE & STORM
DETAILS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
TREE PLANTING
NTS
SHRUB PLANTING
NTS
C-700

0
QD
1
4"x4" TREATED WOOD
POSTS ® 6'-0" OC MAX.
1"x6" CEDAR OR TREATED
WOOD VERTICAL BOARDS
2"x4" TREATED WOOD
HORIZONTAL NAILERS
FINISHED GRADE VARIES
III W/ CONCRETE
FILLED
18'-0" CLEAR
Ilk
1-1 1 —11
DUMPSTER ENCLOSURE
NTS
E
HANDICAP RAMP
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite.U2, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
N,CARO �Z//
�2:pFSS0%
SEA
02
•G I NE .•: ja���
1/� O 111116��```
05"- U4/-2U
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
SITE & STORM
DETAILS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-701

FLARED SIDE (BEYOND)
Sapp r
20 SLOPE 1:2(,SLOPE
4' CONC. SLAB
NEW CURB
TYP. ROLL CURB SECTION
AT HANDICAP RAMP SECTION B-B
6> 6'-0" 5'-0" 6' 0'
SIDEWALK CURB MIN. CURB TOP OF
A S ELEVATION TRANSITION DROP TRANSITION CURB
pR� + CURB
---�- GUTTER
ti / M/N4" VARIABLE SLOPES NOT
TO EXCEED 10:1 (10%)
SECTION A -A
ISOMETRIC VIEW EXPION
(SEE STD 846.01 SIDEWALK
o�� ---- - _ 2_0 EXPANSION JOINT
ci NOTE 11,, SEE S . 848.01)
JOINT
W
A
W+A+9"
X
B
5'
0.0'
5.8'
5.8'
5.0' *
6'
0.0'
6.8'
6.8'
6.0'
7'
0.0'
7.8'
7.3'
6.5'
8'
0.0'
8.8'
7.3'
6.5'
5'
2.0'
7.8'
7.8'
5.0'
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
3.5'
9.3,
8.4'
4.1'
5'
4.0'
9.8'
8.6'
3.8'
5'
4.5'
10.3'
8.7'
3.4'
5'
5.0'
10.8'
8.9'
3.1'
B=X-(A+9")
B = DISTANCE FROM FRONT GE OF SIDEWALK
TO BACK POINT OF 12A 8.33%) SLOPE.
* BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
* * BACK OF SIDEWALK DROP REQUIRED FOR
SIDEWALK SLOPES 0.04.
NOTE: 1. A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
2. PLACE EXPANSION JOINT ON ALL SIDES
WHERE SIDEWALK ABUTS RAMP.
NOTE 1 Ij a�� 1�/�/i 433 HAY ST. 28301
yl SEENOTES K �jL�,(��/u�,�j [phone]
4' A' CL AR SPACE I��` http://www.fayettevillenc.gov
J VIEW IIIUS CROSSWALK uMi"rs
(SEE NOTE 10) PLAN VIEW
A4 RAMP WHEELCHAIR RAMP W/
25 RADII DUAL RAMPS
[NOT PERMISSIBLE FOR CON�TRUCTIONI (4' MIN ANY
FLOORIIWIDTH) SIDEWALK OFF BACK OF CURB
Rev. Date: O1MAR18
SEE SHEET SD-2.3 FOR WHEELCHAIR RAMP NOTES. Not to Scale S D - 2. 1
Review Date: O1JAN19
1/2" JOINT SEALER
1/8" RADIUS (TYPICAL)
1)8"
JOINT FILLER
1/2" UNLESS NOTED OTHERWISE
EXPANSION JOINT
1/2" JOINT SEALER 1/8" RADIUS (TYPICAL)
FSEENOTE 2
.)
1/2" UNLESS NOTED OTHERWISE
CONTRACTION JOINT
NOTES:
1. CONTRACTION JOINTS IN CURB AND GUTTER SHALL BE SPACED AT 10-FOOT INTERVALS. SIDEWALK CONTRACTION JOINTS
SHALL BE SPACED AT 5-FOOT INTERVALS. JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT
UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS SHALL BE MINIMUM 1" DEEP WHEN INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED METHODS.
WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
3. ALL EXPANSION JOINTS SHALL BE SPACED AT 30-FOOT INTERVALS FOR HAND FORMED, AND ADJACENT TO ALL RIGID OBJECTS.
JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK. IF CURB IS MACHINED A 90' SPACING IS ALLOWABLE
4. REFER TO NCDOT DETAILS 846.01 AND 848.01 FOR MORE INFORMATION.
433 HAY ST. 28301
%seffew(910) 433-1656
http://www. fayettevillenc.gov
CONTRACTION AND
EXPANSION JOINT
Rev. Date: 16JAN18 1 DT�
- 3
Not to Scale II 1
Review Date: O1JAN19 S
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1- AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST 15 - DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBJACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
2 TEMPORARY SEEDING SPECIFICATIONS
1. CONSTRUCT THE WALKING SURFACE WITH SLIP RESISTANCE AND A 70% CONTRASTING COLOR TO THE SIDEWALK. WHEELCHAIR RAMP SHALL ALSO INCLUDE A BLACK,
TRUNCATED DOME STRIP.
2. CROSSWALK WIDTHS AND CONFIGURATION VARY BUT MUST CONFORM TO TRAFFIC DESIGN STANDARDS.
3. NORTH CAROLINA GENERAL STATUTE 136-44.14 REQUIRES THAT ALL STREET CURBS BEING CONSTRUCTED OR RECONSTRUCTED FOR MAINTENANCE PROCEDURES,
TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1, 1973 SHALL PROVIDE WHEELCHAIR RAMPS FOR
THE PHYSICALLY DISABLED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND SIDEWALKS ARE PROVIDED AND AT OTHER POINTS OF PEDESTRIAN FLOW.
IN ADDITION, SECTION 228 OF THE 1973 FEDERAL AID HIGHWAY SAFETY ACT REQUIRES PROVISION OF CURB RAMPS ON ANY CURB CONSTRUCTION AFTER JULY 1, 1976
WHETHER A SIDEWALK IS PROPOSED INITIALLY OR IS PLANNED FOR A FUTURE DATE.
THE AMERICANS WITH DISABILITIES ACT (ADA) OF 1990 EXTENDS TO INDIVIDUALS WITH DISABILITIES. COMPREHENSIVE CIVIL RIGHTS PROTECTIONS SIMILAR TO THOSE
PROVIDED TO PERSONS ON THE BASIS OF RACE, SEX, NATIONAL ORIGIN AND RELIGION UNDER THE CIVIL RIGHTS ACT OF 1964. THESE CURB RAMPS HAVE BEEN
DESIGNED TO COMPLY WITH THE CURRENT ADA STANDARDS.
4. PROVIDE WHEELCHAIR RAMPS AT LOCATIONS AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LOCATE WHEELCHAIR RAMPS AS DIRECTED BY THE ENGINEER
WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT PLACEMENT. WHERE TWO RAMPS ARE INSTALLED NOT LESS THAN 2 FEET OF FULL HEIGHT
CURB SHALL BE PLACED BETWEEN THE RAMPS. PLACE DUAL RAMPS AS NEAR PERPENDICULAR TO THE TRAVEL LANE BEING CROSSED AS POSSIBLE.
5. PAY FOR ALL VARIABLE DEPTH CONCRETE USED FOR CONSTRUCTION OF WHEELCHAIR RAMPS AS CONCRETE WHEELCHAIR RAMPS AS DESCRIBED ON PROJECT SPECIFICATIONS.
6. PAY FOR ALL DEPRESSED CURBS AT WHEELCHAIR RAMPS AS THE TYPE CURB AND GUTTER USED ADJACENT TO DEPRESSED CURB. (LN. FT.)
7. SUCH PRICES AND PAYMENTS WILL BE CONSIDERED FULL COMPENSATION FOR ALL MATERIALS, LABOR, EQUIPMENT, TOOLS AND INCIDENTALS NECESSARY TO
SATISFACTORILY COMPLETE THE WORK.
B. DO NOT EXCEED 0.08 (1:12) SLOPE ON THE WHEELCHAIR RAMP IN RELATIONSHIP TO THE GRADE OF THE STREET.
9. CONSTRUCT WHEELCHAIR RAMPS 48" (ADA STANDARD) OR GREATER FOR DUAL RAMPS.
10. USE CLASS "B" CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH NON-SKID TYPE SURFACE.
11. PLACE A 1/2" EXPANSION JOINT WHERE THE CONCRETE WHEELCHAIR RAMP JOINS THE CURB AND AS SHOWN ON SD-2.
12. PLACE THE INSIDE PEDESTRIAN CROSSWALK LINES NO CLOSER IN THE INTERSECTION BY BISECTING THE INTERSECTION RADII, WITH ALLOWANCE OF A 4' CLEAR ZONE
IN THE VEHICULAR TRAVELWAY WHEN ONE RAMP IS INSTALLED. (SEE NOTE 17)
13. COORDINATE THE CURB CUT AND THE PEDESTRIAN CROSSWALK LINES SO THE FLOOR OF THE WHEELCHAIR RAMP WILL FALL WITHIN THE PEDESTRIAN
CROSSWALK LINES. PLACE DIAGONAL RAMPS WITH FLARED SIDES SO 24" OF FULL HEIGHT CURB FALLS WITHIN THE CROSSWALK MARKINGS ON EACH
SIDE OF THE FLARES.
14. CONSTRUCT THE PEDESTRIAN CROSSWALK A MINIMUM OF 6 FEET. A CROSSWALK WIDTH OF 10 FEET OR GREATER IS DESIRABLE.
15. USE STOP LINES, NORMALLY PERPENDICULAR TO THE LANE LINES, WHERE IT IS IMPORTANT TO INDICATE THE µ_. y ENGINEERING DIVISION
POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN COMPLIANCE WITH A TRAFFIC SIGNAL, STOP SIGN Q�1//1 NII// 433 HAY ST. 28301
OR OTHER LEGAL REQUIREMENT. AN UNUSUAL APPROACH SKEW MAY REQUIRE THE PLACEMENT OF THE v LLLLLL�i YYYlll111LL11W/� [phone]
STOP LINE TO BE PARALLEL TO THE INTERSECTING ROADWAY. http://www.fayettevillenc.gov
16. TERMINATE PARKING A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
17. PLACE ALL PAVEMENT MARKINGS IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM WHEELCHAIR RAMP NOTES
TRAFFIC CONTROL DEVICES (MUTCD) PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION AND
THE NORTH CAROUNA SUPPLEMENT TO THE MUTCD.
Rev. Date: O1MAR18
Not to Scale S D - 2.3
Review Date: OLJAN19
B/C R/W
2'-6" 7'-6"
f2% CROSS SLOPE pQEM
WITHIN R/WGRASS
NOTE 1 UTILITY 5'-0' I I_A1 I-1 I
STRIP
�I 1IIIIIIIII I= IMI1=1IMI1-
-1 I �I I-1 I I-
'
ROLL BACK CURB
B/C R/W
2'-6" 7'-6"
---*--2% CROSS SLOPE
WITHIN 7'- h
NOTE 1 GRASS 5'-0' lr
UTILITYSTRIP
J 11-1 I I-
11-111-I i 111, ; l-1
_I _
VERTICAL CURB
NOTES:
1. VERTICAL CURB - GRASS UTILITY STRIP MAY BE REMOVED UPON APPROVAL OF THE CITY ENGINEER. • 433 RAY ST. 28301
IF NO GRASS UTILITY STRIP, INSTALL 1/2" EXPANSION JOINT MATERIAL BETWEEN BACK OF [phone]
CURB AND SIDEWALK. http://www.fayettevillene.gov
2. SEE DETAIL SD-3 CONTRACTION AND EXPANSION JOINT.
3. SEE DETAIL SD-9 TYPICAL RESIDENTIAL DRIVEWAY APRON AND
DETAIL SD-9.1 TYPICAL COMMERCIAL DRIVEWAY APRON. TYPICAL SIDEWALK SECTION
4. SODDING LIMITS INCLUDE THE GRASS UTILITY STRIP BETWEEN THE BACK OF CURB AND THE SIDEWALK AS
WELL AS 2'6" BEYOND THE SIDEWALK.
5. SEE TECHNICAL SPECIFICATION SECTION 00455, PART 3, SUB -SECTION 3.02, SUB -PART F. Rev. Date: 310CT18
Not to Scale SD-12
Review Date: OIJAN19
SEEDING SPECIFICATIONS
SEEDING MIXTURES:
SPECIES RATE (LBS./ACRE
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FTC)
SEEDING DATES:
COASTAL PLAIN: APR. - JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LBJACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LBJACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LBJACRE NITROGEN.
3 PERMANENT SEEDING SPECIFICATIONS
O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 c
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O O O O O O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4'-0" MIN. VARIES WITH WIDTH OF RAMP
TRUNCATED DOME PLAN VIEW
TO
O O
O O
L
O O O O
O O O 3
TRUNCATED DOME SPACING
� -0.2'
TRUNCATED DOME SECTION
NOTES:
1. ALL DETECTABLE WARNING DEVICES USED IN NEW CONSTRUCTION SHALL BE OF A RIGID PRECAST OR EMBEDDED
PRODUCT APPROVED BY THE CITY ENGINEER. RETRO FIT MATS WILL ONLY BE ALLOWED ON EXISTING RAMPS WITH
PRIOR APPROVAL OF THE CITY ENGINEER FOR MATERIAL TYPE AND INSTALLATION (IE. RESURFACING).
2. WIDTH OF DETECTABLE WARNING AREA SHALL BE A MINIMUM OF 4 FEET AND VARY WITH WIDTH OF RAMP.
3. LENGTH OF DETECTABLE WARNING AREA SHALL BE 2 FEET REGARDLESS OF SECTION WIDTH.
4. DETECTABLE WARNING AREA CAN BE SQUARE WHERE USED IN A CURB RADIUS.
5. DETECTABLE WARNING DOMES SHALL BE ALIGNED ON A SQUARE GRID IN THE PREDOMINANT DIRECTION OF OF
TRAVEL TO PERMIT WHEELS TO ROLL BETWEEN DOMES.
6. IF PAVERS ARE TO BE USED PAVERS SHALL BE 6" THICK AND CAST FROM 5000 psi CONCRETE.
7. MATS ARE TO BE RIGID WITH TURN DOWN EDGES EMBEDDED IN CONCRETE TO ELIMINATE TRIP HAZARD.
8. TRUNCATED DOMES ARE TO BE BLACK IN COLOR.
ryb BPS OQF.
G�Oc�S
0
I
1n
8'-0'
BUS STOP PAD
PLAN VIEW
SURFACE TEXTURE
TO BE OBTAINED BY
A COARSE BROOMING
ISOMETRIC VIEW
5
(1.6" TO 2.4")
433 RAY 28301
910 43333-1656
http: www. f aye ttevillenc.gov
TRUNCATED DOME DETAILS
Rev. Date: O1MAY18 Not to Scale S D - 2 . 5
Review Date: O1JAN19
PROVIDE MIN. 5'-0" WI
`N ACCESS PAD BETWE
SIDEWALK AND CU
z
N BUS STOP PAD
20'-0" OFF BACK OF CURB
Fie*
ENGINEERING DIVISION
BUS STOP SHELTER PAD - PLAN VIEW 433 HAY 28301
(910) 43328301
http: //www. fayettevillene.gov
NOTES:
1. BUS STOP PAD SHALL BE PLACED BEHIND THE SIDEWALK.
2. IF SIDEWALK IS OFF THE BACK OF CURB, THE BUS STOP SHELTER PAD WIDTH SHALL BE 5'-0" DETAIL OF BUS STOP PAD
3. IF SIDEWALK IS ON THE BACK OF CURB, THE BUS STOP SHELTER PAD WIDTH SHALL BE 5'-0"
FOR SPEED LIMITS UP TO 35 MPH; FOR SPEED LIMITS ABOVE 35 MPH, WIDTH SHALL BE 8'-0".
4. CONCRETE SHALL DEVELOP AT 28 DAYS A MIN COMPRESSIVE STRENGTH OF 3000 PSI. Rev. Date: 30MAY18 �J
Not to Scale
Review Date: OLJAN19 S D 1L/
BUS STOP PAD
ON BACK OF CURB
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
4 GENERAL EROSION AND SEDIMENT CONTROL NOTES
DRIVE STEEL POSTS 18" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES:
MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8"
THE BOTTOM OF THE FENCE 8" INTO THE
TRENCH UPHILL ALONG THE LINE OF
EXCAVATED TRENCH AND TURNED OUT
POSTS.
4" IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND
TOP & BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MIN. 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
STEEL POSTS
STAY WIRES
SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
MIN. 12-1/2 GA
STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH
LINE WIRES
EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE
MIN. 12-1/2 GA.
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
-
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
--
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
'
THE DEVICE SHALL BE MADE IMMEDIATELY.
70�
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
. 7l'
PRESSURE ON THE FENCE AS NEEDED.
STEP 1
STEP 2 U
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WIRE FENCE,
BACKFILL THE TRENCH AND COMPACT THE SOIL
REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT 4" IN THE TRENCH.
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
POSTS MAX 8' O.C.
WIRE FENCE "HOG WIRE"
A
FILTER FABRIC
I'
x #9 WIRE STAPLES 1-112" LONG
�I
BOTTOM OF WIRE FENCE AND
\
�-
O FILTER FABRIC BURIED 8" IN
EXCAVATED TRENCH & TURNED
x OUT 4" IN THE TRENCH
_LOW
STEEL POST DRIVEN
24" INTO GROUND
A _Ifs
STEP 3
STEP 4
SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO
AVOID UNDERMINING THE FENCE DURING CLEANOUT.
■ /�
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
T
GRADE AND STABILIZE AFTER NTS
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
6 SILT FENCE
1
RETAINING CURB
/
MAINTAIN GRADE OF
SIDEWALK ADJACENT
TO
RAMP
SURFACE
TEXTURE TO BE
OBTAINED BY A
COARSE
BROOMING
2'0'
TRAVERSE TO
THE SLOPES OF
C\
RAMP.
833
A,r
LESS THAN 5' RETAINING CURB
2% MAX la
8.33% MAX SIDEWALK
N
CURB & GUTTER
TRUNCATED DOMES
PLAN VIEW 'A'
MORE THAN 5' RETAINING CURB
2% MAX a
< _
N 8.33% MAX SIDEWALK
TRUNCATED DOMES
SHALL EXTEND FROM
RETAINING CURB TO
ISOMETRIC VIEW RAMP PLAN VIEW W
NOTE:
IF THE DISTANCE BETWEEN THE ROADWAY AND THE
RAMP IS LESS THAN 5,' THEN TRUNCATED DOMES SHALL
VARIES 2'-0" VARIES BE INSTALLED AS SHOWN IN PLAN VIEW W. WHEN THE
DISTANCE IS GREATER THAN 5% TRUNCATED DOMES
SHALL BE INSTALLED AS SHOWN IN PLAN VIEW V.
TRUNCATED DOMES
6• RETAINING CURB ENGINEERING DIVISION
M* (910) 433 BAY 28301
43333-1656
http://www.fayettevillenc.gov
(STD 2'-6" CURB 4^
& GUTTER SHOWN)
DIRECTIONAL CURB RAMP
SECTION A -A
Rev. Date: O1MAY18
SEE SHEET SD-2.3 FOR WHEELCHAIR RAMP NOTES. Not to Scale S D - 2.7
Review Date: O1JAN19
6" STABILIZED AGGREGATE SAWCUT ASPHALT EDGES EXISTING ASPHALT
BASE COURSE COMPACTED STRAIGHT AND TRUE
TO 100% MAX. DENSITY 1 1 /2" SF 9.5 A
EX. BASE l OAT
REPLACE�j (0.25C 6AL/SY.)
AS REQUIRED
/ 2°
'No
NOTE: L/ SEE PIPE BEDDING DETAIL :��,
UNDISTURBED SOIL
IF PAVEMENT SETTLEMENT OCCURS. THE CONTRACTOR SHALL
REPATCH AT NO ADDITIONAL EXPENSE TO THE OWNER.
REPLACE TO EXISTING OR BETTER THAN DETAIL TO BE
DETERMINED BY THE ENGINEER.
PAVEMENT PATCH
NTS
STANDARD METAL POSTS 2'-0" IN GROUND
19 GAUGE HARDWARE CLOTH (1/4
MESH OPENINGS)
0 1
4 1 O
Ora 0 -�
0
�, % - -
�W60�WO'aOOCb o -
-� --------
2:1 SLOPE GRAVEL FILTER / 57 WASHED STONE PLACED TO A HEIGHT OF 16'
MINIMUM ABOVE TOP OF BOX
1. UNIFORMLY GRADE A SHALLOW DEPRESSION
APPROACHING THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
SURROUNDING THE INLET. SPACES POSTS EVENLY AROUND
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE
CLOTH. SECURE THE WIRE MESH TO THE STEEL POSTS AT
THE TOP, MIDDLE AND BOTTOM. PLACING A 2 FOOT FLAP
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING
IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT /5 OR #57 STONE) ON
A 2:1 SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE
WIRE AND SMOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN
STABILIZED, REMOVE ACCUMULATED SEDIMENT AND
ESTABUSH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
GROUNDCOVER.
MAINTENANCE
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE
ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE WIRE MESH DURING THE SEDIMENT REMOVAL. REPLACE STONE AS NEEDED,
NTS
5
HARDWARE CLOTH & GRAVEL INLET PROTECTION
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH
THICKNESS - 6 INCHES MINIMUM
WITH 20 FOOT RADIUS AT EXISTING
WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36-0" MIN 4'-0" 10'-0"
AREA, WHICHEVER IS GREATER
6"�
LENGTH- 50 FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
p
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
2-3" WASHED STONE
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
OV9
/
NG
MAINTENANCE
QJ
MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
Z
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
50'
REQUIRE
REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
Min.
INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
/
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
O
AGGREGATE �rL
6" MIN. THICKNESS
2-3" COURSE
NTS
7 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
``01CARO ,��''
`� e` •••••.•.•••• '
• Q SEA ��•'
02
G IN ••: ja�`�
COTT '6
05"-
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
SITE & EROSION
CONTROL
DETAILS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-702

1. CONTRACTOR SHALL REPAIR ALL WATER LATERALS AND MAINS DAMAGED DURING
9. SEPARATION REQUIREMENTS:
CONSTRUCTION. THE CONTRACTOR SHALL REPORT IMMEDIATELY ALL WATER MAIN
A. LATERAL SEPARATION OF SEWERS AND WATER MAINS: WATER MAINS SHALL
AND LATERAL BREAKS TO THE FAYPWC PROJECT COORDINATOR. THE CONTRACTOR
BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWER
SHALL INITIATE IMMEDIATE REPAIRS IN ACCORDANCE WITH FAYPWC STANDARDS.
MAIN/LATERAL, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A
CONTRACTOR SHALL NOT OPERATE FAYPWC WATER MAIN VALVES WITHOUT
10-FOOT LATERAL SEPARATION - IN WHICH CASE:
FAYPWC APPROVAL AND SHALL COORDINATE ALL VALVE CLOSINGS WITH FAYPWC.
2. THE CONTRACTOR SHALL NOT USE HOUSE HOSE BIBBS OR ANY OTHER METHOD OF
i. THE WATER MAIN IS LAID IN A SEPARATE TRENCH WITH THE ELEVATION
BLOW OFF WHICH ALLOWS DOMESTIC WATER CONTAINING SEDIMENTS OR HIGH
OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE
LEVELS OF CHLORINE TO PASS THRU RESIDENT'S METERS. THE CONTRACTOR
TOP OF THE SEWER MAIN/LATERAL OR
SHALL BE RESPONSIBLE FOR ALL DAMAGES RESULTING FROM ALLOWING "DIRTY"
WATER TO ENTER RESIDENT'S PLUMBING SYSTEM, SUCH AS WATER HEATERS,
ii. THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER
STAINED CLOTHING, CLOGGED SCREENS, ETC.
MAIN/LATERAL WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
3. WATER MAINS AND LATERALS SHALL BE INSTALLED UTILIZING A FAYPWC APPROVED
BENCH OF UNDISTURBED EARTH AND WITH THE ELEVATION OF THE
CUT -SHEET INDICATING INSTALLATION DEPTH.
BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF
4. TRANSFER OF WATER SERVICES SHALL BE ACCOMPLISHED AS FOLLOWS:
THE SEWER MAIN/LATERAL.
A. INSTALL, TEST AND STERILIZE NEW MAIN AND LATERALS. LATERALS SHALL BE
INSTALLED 18" INSIDE RIGHT-OF-WAY UNLESS OTHERWISE DIRECTED BY FAYPWC.
B. CROSSING A WATER MAIN OVER A SEWER: WHENEVER IT IS NECESSARY FOR
B. TRANSFER EXISTING METER TO NEW METER BOX AND TIE NEW WATER LATERAL
A WATER MAIN TO CROSS OVER A SEWER MAIN/LATERAL, THE WATER MAIN
TO EXISTING DOMESTIC SERVICE UTILIZING BRASS FITTINGS. SAME METER
SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER
NUMBER SHALL BE INSTALLED ON SAME ADDRESS AND/OR CUSTOMER. BLOW
MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN/LATERAL ,
OFF SERVICE AT HOSE BIBB ON HOUSE ONLY AFTER METER HAS BEEN
UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL
TRANSFERRED.
SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND SEWER
C. AFTER ALL SERVICES ARE TRANSFERRED TO THE NEW SYSTEM, SHUT OFF VALVE
MAIN/LATERAL SHALL BE DUCTILE IRON IN ACCORDANCE WITH FAYPWC
ON EXISTING SYSTEM AND ABANDON EXISTING MAINS IN ACCORDANCE WITH
REQUIREMENTS.
FAYPWC DETAILS.
D. CONTRACTOR SHALL SUPPLY NEW METER BOXES AND DISPOSE OF EXISTING
C. CROSSING WATER MAIN UNDER A SEWER: WHENEVER IT IS NECESSARY FOR
METER BOXES.
A WATER MAIN TO CROSS UNDER A SEWER MAIN/LATERAL, BOTH THE WATER
MAIN AND THE SEWER MAIN/LATERAL SHALL BE DUCTILE IRON IN
5. WHEN MAIN IS NOT TO BE ABANDONED, CONTRACTOR SHALL UNCOVER OLD
ACCORDANCE WITH FAYPWC REQUIREMENTS. A FULL JOINT OF DUCTILE IRON
CORPORATION AT MAIN, CLOSE AND PLUG CORPORATION TO ABANDON OLD
PIPE SHALL BE INSTALLED ON THE WATER MAIN CENTERED AT THE POINT OF
SERVICE.
CROSSING.
6. CONTRACTOR SHALL ABANDON ("KILL -OUT") ANY EXISTING WATER SERVICES THAT
WILL NOT BE UTILIZED BY CUTTING THE SERVICE AT THE MAIN, PLUGGING THE
D. CROSSING STORM DRAINAGE LINES: A MINIMUM OF 12-INCHES OF VERTICAL
CORPORATION, AND TURNING OFF THE CORPORATION. AT THE METER BOX, THE
CLEARANCE SHALL BE MAINTAINED BETWEEN A WATER LINE CROSSING OVER
ABANDONED SERVICE IS TO BE CUT OR CRIMPED, AND BURIED A MINIMUM OF 3 FEET
A STORM DRAINAGE LINE UNLESS DUCTILE IRON PIPE IS USED. IN ADDITION,
BELOW GRADE.
THREE AND A HALF (3.5) FEET OF COVER MUST BE MAINTAINED OVER THE
7. ALL EXISTING UTILITIES IMPACTED BY CONSTRUCTION SHALL BE ADJUSTED TO
WATER MAIN OR IT SHALL BE DUCTILE IRON. IF DUCTILE IRON PIPE IS USED
FINISHED GRADE, IN ACCORDANCE WITH FAYPWC REQUIREMENTS.
THEN TWO AN A HALF 2.5 FEET OF COVER MUST BE MAINTAINED OVER THE
( )
8. ALL WORK ON FAYPWC WATER UTILITIES (MAINS, LATERALS, ETC) SHALL BE
WATER MAIN AND A MINIMUM OF 4-INCHES OF VERTICAL CLEARANCE SHALL
PERFORMED BY A LICENSED UTILITY CONTRACTOR. THE FAYETTEVILLE PUBLIC
BE MAINTAINED BETWEEN THE WATER MAIN AND THE STORM DRAINAGE LINE.
WORKS COMMISSION SHALL OBSERVE AND APPROVE ALL WORK ON FAYPWC WATER
WHERE A WATER MAIN CROSSES UNDER A STORM DRAINAGE LINE THE
UTILITIES. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH FAYPWC
MINIMUM OF TWELVE (12) INCHES OF VERTICAL SEPARATION SHALL BE
REQUIREMENTS.
MAINTAINED AND THE WATER MAIN SHALL BE DUCTILE IRON FOR A DISTANCE
OF 10-FEET ON EACH SIDE OF THE CROSSING.
FAYETTEVILLE
NO.
DATE
REVISION
WATER UTILITY NOTES
PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
1
07/11
REVISED NOTES AND ADDED NOTE 6
SHEET NO.
DWG. NO. W.1
DWG. BY: FAYPWC
WATER RESOURCES
2
07/01/16
ADDED NOTE 6
1 OF2
DATE: JAN. 01, 2020
APPROVED BY: J.E.G.
ENGINEERING DEPARTMENT
3
01/01/18
ADDED NOTES 6,8
•
•
M'�ii -- i♦iiii ♦♦ii ♦ilii
M;I► � ♦♦♦♦♦♦♦♦ISM
M;i 'i�i♦�♦�•i�l�j
wM
t�,♦-� -♦-♦_♦ ♦- ♦_-♦_-♦__♦_-11
W 1-WATER-UTILITY-N OTES.dwg
SIDE VIEW
M
SECTION A -A
AI - II15-SOLID LID �UNDERERSIDE
1-INCH METER BOX LID FAYETTEVILLE NO. DATE REVISION
PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C. 1 07/07 REVISED LID
SHEET NO. DWG. NO. WA DWG. BY: FAYPWC WATER RESOURCES 1 03/10 CHANGED BOX AND LID DIMENSIONS
2 OF 2 DATE: JAN. 01, 2020 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT 2 01/15 REVISED LID
NOTES:
1. FOR INSTALLATION RECOMMENDATIONS, SEE STD-702 "TYPICAL RET/DET
CROSS-SECTION DETAIL" AND STD-703 "TYPICAL RET/DET/CLEANOUT
DETAIL"
W4-1 IN-METERBOX.dwg
10. WATER OUTAGES: THE CONTRACTOR SHALL SCHEDULE A COORDINATION MEETING
WITH THE FAYPWC PROJECT COORDINATOR AND PROJECT ENGINEER A MINIMUM
OF THREE 3 WORKING DAYS PRIOR TO ANY PLANNED WATER OUTAGE. THE
COORDINATION MEETING SHALL BE CONDUCTED PRIOR TO ANY NOTICES BEING
ISSUED. ADDITIONALLY, THE CONTRACTOR SHALL LOCATE (VERTICALLY AND
HORIZONTALLY) ANY UTILITIES WITHIN THE WORK AREA, IN ACCORDANCE WITH
THESE CONTRACT DOCUMENTS. THE LOCATIONS OF ALL UTILITIES WITHIN THE
WORK AREA SHALL BE DETERMINED PRIOR TO THE COORDINATION MEETING. ANY
CONFLICTS WITH THE PENDING WORK AND THE EXISTING UTILITIES SHALL BE
IDENTIFIED AND A PLAN FOR RESOLVING ANY CONFLICTS SHALL BE PRESENTED.
THE PURPOSE OF THIS COORDINATION MEETING IS TO ENSURE THAT THE
CONTRACTOR HAS A GOOD UNDERSTANDING OF THE REQUIREMENTS RELATED TO
THE PENDING OUTAGE, VERIFY THAT THERE ARE NO UTILITY CONFLICTS THAT WILL
PREVENT THE WORK FROM BEING COMPLETED, ALL EQUIPMENT IS IN GOOD
WORKING ORDER, ALL EQUIPMENT IS FUNCTIONAL, ALL MATERIALS ARE ON SITE,
ALL NECESSARY TOOLS ARE ON SITE, DISCUSS ANY NECESSARY CONTINGENCY
PLANS, AND ANY OTHER ITEMS NECESSARY TO ENSURE THAT THE FAYETTEVILLE
PUBLIC WORKS COMMISSION HAS CONFIDENCE THAT THE WORK CAN BE
ACCOMPLISHED WITHIN THE GIVEN TIME PERIOD. SHOULD, FOR ANY REASON, THE
FAYETTEVILLE PUBLIC WORKS COMMISSION DEEM THAT THE CONTRACTOR IS NOT
PREPARED FOR THE PROPOSED OUTAGE, THE OUTAGE NOTIFICATIONS WILL NOT BE
DISTRIBUTED AND THE OUTAGE SHALL BE POSTPONED A MINIMUM OF TWO (2)
WEEKS. THE FAYETTEVILLE PUBLIC WORKS COMMISSION WILL PROVIDE WRITTEN
NOTIFICATION TO THE CONTRACTOR OF THIS DECISION. NO ADDITIONAL CONTRACT
TIME WILL BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME EXPIRE
WITHIN THAT TWO (2) WEEK PERIOD, THE FAYETTEVILLE PUBLIC WORKS
COMMISSION RESERVES THE RIGHT TO ASSESS LIQUIDATED DAMAGES AS
OUTLINED IN THESE CONTRACT DOCUMENTS.
ONCE THE WATER OUTAGE NOTIFICATIONS HAVE BEEN ISSUED, A FOLLOW-UP
COORDINATION MEETING WITH THE FAYPWC PROJECT COORDINATOR AND PROJECT
ENGINEER SHALL BE HELD A MINIMUM OF 24 HOURS PRIOR TO THE SCHEDULED
OUTAGE. THE PURPOSE OF THIS MEETING IS TO VERIFY THAT THE CONTRACTOR IS
PREPARED TO PROCEED WITH THE OUTAGE, AND THAT ALL EQUIPMENT, MATERIALS,
TOOLS, AND ALL OTHER INCIDENTALS ARE ON THE PROJECT SITE AND FUNCTIONING.
IF FOR ANY REASON THE FAYETTEVILLE PUBLIC WORKS COMMISSION DEEMS THAT
THE CONTRACTOR IS NOT PREPARED THE OUTAGE SHALL BE POSTPONED AND ALL
CUSTOMERS IMMEDIATELY NOTIFIED OF THE CANCELLATION. THE OUTAGE SHALL BE
POSTPONED A MINIMUM OF TWO 2 WEEKS. NO ADDITIONAL CONTRACT TIME WILL
BE GRANTED FOR THIS DELAY. SHOULD THE CONTRACT TIME EXPIRE WITHIN THAT
TWO (2) WEEK PERIOD, THE FAYETTEVILLE PUBLIC WORKS COMMISSION RESERVES
THE RIGHT TO ASSESS LIQUIDATED DAMAGES, AS OUTLINED IN THESE CONTRACT
DOCUMENTS.
THE CONTRACTOR SHALL COMPLETE THE REQUIRED WORK AND RESTORE WATER
SERVICE WITHIN THE GIVEN TIME PERIOD FOR THE OUTAGE. IF THE FAYPWC PROJECT
COORDINATOR DETERMINES THAT THE CONTRACTOR WILL NOT RESTORE WATER
SERVICE WITHIN THE APPROVED TIMEFRAME, THE FAYPWC PROJECT COORDINATOR
WILL DIRECT THE CONTRACTOR ON HOW TO RESTORE WATER SERVICE. THE
CONTRACTOR SHALL ADHERE TO ALL INSTRUCTIONS GIVEN BY THE FAYPWC PROJECT
COORDINATOR.
SHOULD THE CONTRACTOR FAIL TO COMPLETE THE WORK WITHIN THE ALLOTTED TIME
THE FAYETTEVILLE PUBLIC WORKS COMMISSION SHALL ASSESS A PENALTY OF 500 PER
15-MINUTE INTERVAL OR ANY PORTION THEREOF UNTIL WATER SERVICE IS
RESTORED. THIS PENALTY WILL BE DEDUCTED FROM THE CONTRACTOR'S PAY
APPLICATION OR BE BILLED DIRECTLY TO THE CONTRACTOR. THE PENALTY MAY BE
WAIVED FOR CIRCUMSTANCES BEYOND THE CONTRACTOR'S CONTROL, AS DEEMED
BY THE FAYETTEVILLE PUBLIC WORKS COMMISSION. THE FAYPWC PROJECT
COORDINATOR AND/OR PROJECT ENGINEER RESERVE THE RIGHT TO CANCEL OR
POSTPONE THE OUTAGE AT ANY GIVEN TIME, IF DEEMED NECESSARY.
FAYETTEVILLE
NO.
DATE
REVISION
WATER UTILITY NOTES
PUBLIC WORKS COMMISSION
FAYETTEVILLE, N.C.
1
07/11
REVISED NOTES AND ADDED NOTE 6
SHEET NO.
DWG. NO. W.1
DWG. BY: FAYPWC
WATER RESOURCES
2
07/01/16
ADDED NOTE 6
2 OF 2
DATE: JAN. 01, 2020
APPROVED BY: J.E.G.
ENGINEERING DEPARTMENT
3
01/01/18
ADDED NOTES 6, 8
1'-fill
(TYP.)
wI
z�
3"t1"
FINAL GRADE
I I
�2i
II
w 5
-
Q
11NM
r�llll
I -
_I -I �I I i
4"
= i#3
UNDISTURBED
SOIL
7CU FT NO. 57
STONE PLACED TO
A LEVEL 4" ABOVE
DRAIN OPENING
FAYPWC STANDARD PENTAGONAL
OPERATING NUT OPEN COUNTER
CLOCKWISE.
(2) 2-1/2" NOZZLES AND (1) 4-1/2"
NOZZLE WITH FIRE HOSE COUPLING
THREAD IN ACCORDANCE WITH
FAYPWC STANDARD. NOZZLE CAPS
SHALL BE SECURELY CHAINED TO
THE HYDRANTS BODY,
I VALVE BOX
4-1/2"
BARREL
III- fill GATE I I- BRICK
I -I I I- VALVE
BII-III 1
1 b 1 1-1 1-1 �I
6" RJDI PIPE
III -III
���I-IIII�II F I SEE NOTE NO.
II-
M.J. CONNECTION WITH IRON
RETAINING GLAND M.J.
RESTRAINT SEE NOTE 2 AND
FAYPWC STANDARD
RESTRAINING DETAIL.
VARIES
W 1-WATER-UTILITY-N OTES.dwg
SEE CONCRETE
THRUST BLOCK
DETAIL
- H
E, HYDRANT TEE
OR TAPPING SLEEVE
AS REQUIRED. (SEE
TAPPING DETAIL)
FIRE HYDRANT AND FAYETTEVILLE NO. DATE REVISION
VALVE INSTALLATION PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C. 1 10/23/03 REVISED NOTE NO.4
DWG.NO. W. 13 1 DWG. BY: FAYPWC WATER RESOURCES 2 07/01/09 N0. AND ALTERED 1 EASED NOTE NO. RESTRAINT DETAIL
REMOVED NOTE
SHEET NO.
10F2 DATE: JAN. 01, 2020 APPROVEDBY: J.E.G. ENGINEERING DEPARTMENT 3 07/01/16 REVISED NOTES
1 ADDED ASTM F 2306 LEADER TJR 1 08/20/07 1 1 NOTE: ALL DIMENSIONS
© 2007 ADS, INC. REV. DESCRIPTION BY MM/DD/YY CHK'D ARE t 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC. (°ADS") HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE DIA. DET/RET SYSTEM " TJR
Q 1407
COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT NOR HAS ADS INDEPENDENTLY VERIFIED 03
THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE
"ro
TYPICAL SUBSURFACE DET.\RET. 4640 TRUEMAN BLVD
DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HILLIARD, OHIO 43026
HERON MEETS OR EXCEEDS THE APPUCABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE SYSTEM LAYOUT DETAIL
FOR THIS PROJECT. ADVANCED DRAINAGE SYSTEMS, INC. NTS
DRAWING NUMBER: STD-701 OF
W13-FHCC.dwg
METER BOX WITH NOTES:
RECESSED AMR READING 1. ALL MATERIALS TO BE APPROVED BY
LID SET 1/4" ABOVE GRADE FAYPWC.
VARIE 18" 2. SERVICE LATERAL SIZE 1" IPS
FINISHED GRADE v POLYETHYLENE UNLESS OTHERWISE
i
O SPECIFIED.
Skrd1' 3. WATER SERVICE LOCK VALVE TO BE
PAVEMENT 'r Q_ �Q. IA
LOCATED 18" FROM SANITARY SEWER
C•QNC. URB & GUTTER I A CLEANOUT STACK WHEN INSTALLED IN
c0 C z SAME DITCH.
��-
m 4. WHEN INSTALLED IN A PAVED AREA, METER BOX TO BE SET 1/4" ABOVE
1" FULL PORT ANGLE BALL VALVE -
FINISHED PAVEMENT GRADES AND
WITH ONE OR TWO STEP STYLE - PAVEMENT FEATHERED TO TOP OF BOX
COMPRESSION FOR IPS PE INLET
i
- AND FEMALE METER THREAD = -
TO PROVIDE DRAIN AWAY FROM BOX.
z
_ _ 5. COMPOSITE METER BOXES SHALL BE
SWIVEL NUT WITH LOCK. ALL I III
1" SINGLE I1, fly _ , i USED IN TRAFFIC AREAS SEE FAYPWC
STAINLESS STEEL INSERTS SHALL BE STAINLESS I I I
STRAP SADDLE STEEL DETAIL W.48.
t0 12" METER COUPLING 6. INSTALL NCDOT CONCRETE BRICK BASE
WITH 3/4" FEMALE WITH NO GAPS. DO NOT LAY BRICK ON
BALL CORPORATION STOP
THREAD METER SWIVEL PIPE. SEE INSET "A".
WITH AWWA INLETS, ONE NUT x 3/4" MIPT 7. WHERE ASPHALT CURB OR STRIP
OR TWO STEP STYLE L1"x7-1/2" SPACER FOR PAVEMENT EXISTS, THE LOCATION OF BOX
COMPRESSION FOR IPS PE
DOMESTIC SERVICE
SHALL BE AS DIRECTED BY FAYPWC
WITH STAINLESS STEEL REPRESENTATIVE.
1"x10-3/4" SPACER FOR
INSERTS IRRIGATION SERVICE, 8. DISTANCE FROM TOP OF LOCK VALVE
1" IPS POLYETHYLENE SPACER SHALL BE OPERATING STEM TO TOP OF BOX SHALL
PIPE PE 4710, 250 PSI FURNISHED BY FAYPWC BE 8" MINIMUM TO 10" MAXIMUM.
SIDR7 ASTM D2737 ASTM
9. RESIDENTIAL METER BOX SHALL BE SET
D3350-445574E NCDOT CONCRETE BRICK 18" FROM R/W TO CENTERLINE OF METER
0
WATER METER BOX BASE SEE BOX PERPENDICULAR TO THE R/W.
MAIN INSET "A" 10. COMMERCIAL METER BOX LOCATION
SHALL BE AS APPROVED (PREFER NO
TRACER WIRE 12 GA SINGLE STRAND METER BE INSTALLED LESS THAN 5' FROM
(DO NOT CONNECT TO CORPORATION) COATED COPPER WIRE OR BUILDING TO EDGE OF BOX).
NCDOT CONCRETE COPPER CLAD STEEL 11. LATERAL SHALL BE CENTERED ON LOT
BRICK METER TRACING WIRE EXTENDED 18"UNLESS OTHERWISE NOTED.
BACK FIL-D INTO METER BOX fill AND
EQ EQ
i 12. LATERAL SHALL NOT BE BACKFILLED UNTIL
L
V VALVE _ BOX BASE WRAPPED AROUND LOCK INSPECTED AND APPROVED BY FAYPWC
METER BOX PROJECT COORDINATOR.
NCDOT D BOTTOM "f1" 0 i 13. WATER MAIN AND LATERAL SHALL PASS
HYDROSTATIC AND STERILIZATION TESTS.
CONCRETE OF BOX
.
BRICK O 14BARB-TYPE FITTINGS ARE NOT
1"t1�� Ff al 15. SHOULD IT BE NECESSARY TO CRIMP THE
BRICK METER BOX BASE SPACER SHALL WATER SERVICE LATERAL, A FULL CIRCLE
SECTION "A -A" INSET "A" BE CENTERED REPAIR CLAMP SHALL BE PLACED ON THE
PLAN IN METER BOX CRIMPED AREA.
FAYETTEVILLE NO. DATE REVISION
1" WATER SERVICE LATERAL PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C. 1 07/06 RESIZED METER COUPLING
SHEET NO. DWG. NO. W.2 DWG. BY: FAYPWC WATER RESOURCES 2 07/13 REVISED NOTE RE: TRACER WIRE
10F1 DATE: JAN. 01, 2020 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT 3 07/17 REVISED NOTES
W2-WLAT.dwg
NOTES:
1. FIRE HYDRANT SHALL BE MODELS MANUFACTURED BY MUELLER CO. (CENTURIAN),
10.
CONTRACTOR SHALL NOTIFY THE APPROPRIATE FIRE DEPARTMENT OF OUT OF
AMERICAN VALVE AND HYDRANT CO. (MODEL MARK 73), CLOW MEDALLION OR
SERVICE FIRE HYDRANTS PRIOR TO CONSTRUCTION.
APPROVED EQUAL.
11.
FIRE HYDRANT SHALL BE FIELD PAINTED IN ACCORDANCE WITH FAYPWC
2. ALL VALVES AND HYDRANTS SHALL HAVE M.J. CONNECTIONS WITH IRON RETAINING
STANDARDS, BEFORE PROJECT IS ACCEPTED. HYDRANTS SHALL BE PAINTED WITH
GLAND M.J. RESTRAINT.
A GREEN BONNET AND YELLOW BODY. PAINT SHALL BE IN ACCORDANCE WITH
FAYPWC REQUIREMENTS. THE CONTRACTOR SHALL PAINT ALL EXPOSED
3. HYDRANT VALVE SHALL BE PLACED AS CLOSE AS POSSIBLE TO THE MAIN, BUT DO
EXTERIOR FIRE HYDRANT SURFACES PRIOR TO FINAL ACCEPTANCE BY FAYPWC.
NOT PLACE VALVE IN PROPOSED OR EXISTING CURB AND GUTTER. IF THE STREET
ALL PAINTING SHALL BE DONE IN STRICT ACCORDANCE WITH THE PAINT
IS SOIL AND NO PAVING IS TO BE DONE AT THIS TIME, THE LOCATION OF THE VALVE
MANUFACTURER'S RECOMMENDATIONS AND SHALL BE SATISFACTORY TO THE
IS TO BE DETERMINED BY THE FAYPWC PROJECT COORDINATOR.
FAYPWC.
4. HYDRANT BRANCH SHALL NOT BE BACK FILLED UNTIL INSPECTED AND APPROVED
12.
PROTECTIVE COVERING SHALL BE UTILIZED, AS NECESSARY FOR PROTECTION OF
BY FAYPWC PROJECT COORDINATOR.
ADJACENT AREAS, EQUIPMENT, SHRUBBERY, OR OTHER ITEMS. AFTER PAINTING IS
COMPLETE, THE ENTIRE AREA SHALL BE THOROUGHLY CLEANED UP.
5. GATE VALVE AND BOX SHALL BE IN ACCORDANCE WITH FAYPWC STANDARD
DETAIL.
13.
ALL PAINT MATERIALS SHALL BE IN THE ORIGINAL SEALED CONTAINERS BEARING
THE MANUFACTURER'S NAME.
6. HYDRANT EXTENSIONS AND/OR OFFSETS SHALL BE APPROVED BY FAYPWC
PROJECT COORDINATOR.
14.
WHERE NECESSARY, THINNING SHALL BE DONE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS, AND AS APPROVED BY FAYPWC.
7. FIRE HYDRANT CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE USING A
TAPPING SLEEVE AND VALVE BY WET TAP CONNECTION. THE TAPPING SLEEVE
15.
ALL SURFACES TO BE PAINTED SHALL BE CLEAN AND DRY.
AND VALVE SHALL BE HYDROSTATICALLY TESTED PRIOR TO STARTING THE TAP IN
THE PRESENCE OF THE FAYPWC PROJECT COORDINATOR.
16.
THE BONNET OF THE FIRE HYDRANT SHALL BE PAINTED A DARK GREEN, UTILIZING
AN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL THICKNESS OF 4 TO
8. THE PROPOSED LOCATION MAY BE RELOCATED BY THE FAYPWC PROJECT
6 MILS. MULTIPLE COATS MAYBE NECESSARY TO ACHIEVE THE FINAL REQUIRED
COORDINATOR IF CONFLICTS EXIST (IE: GAS SERVICES, UGE, TELEPHONE, ETC.).
DRY MIL THICKNESS. THE PAINT SHALL BE FOREST GREEN, AS MANUFACTURED BY
THE SHERWIN-WILLIAMS COMPANY, PART NUMBER 822918, OR APPROVED EQUAL.
9. THE CONTRACTOR SHALL FIELD VERIFY THE EXISTING WATER MAIN MATERIAL,
SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC TO CONSIDER
SIZE, AND DEPTH FOR EACH FIRE HYDRANT LOCATION PRIOR TO ORDERING
ALTERNATIVE PAINT MANUFACTURERS.
MATERIALS. THE CONTRACTOR WILL BE REQUIRED TO SUPPLY VARIOUS LENGTHS
OF BARRELS AND HYDRANT EXTENSIONS (NO MORE THAN ONE HYDRANT
17.
THE REMAINDER OF THE FIRE HYDRANT SHALL BE PAINTED SAFETY YELLOW,
EXTENSION MAY BE USED PER HYDRANT). ADDITIONAL FITTINGS AND/OR HYDRANT
UTILIZING AN ALKYD OR POLYURETHANE ENAMEL, WITH A FINAL DRY MIL
EXTENSIONS OR OFFSET CONNECTORS MAY BE REQUIRED TO MAINTAIN PROPER
THICKNESS OF 4 TO 6 MILS. MULTIPLE COATS MAY BE NECESSARY TO ACHIEVE
COVER AS APPROVED BY THE FAYPWC PROJECT COORDINATOR.
THE FINAL REQUIRED DRY MIL THICKNESS. THE PAINT SHALL BE YELLOW, AS
MANUFACTURED BY THE SHERWIN-WILLIAMS COMPANY, PART NUMBER 3186, OR
APPROVED EQUAL. SAMPLES SHALL BE SUBMITTED IN ORDER FOR FAYPWC TO
CONSIDER ALTERNATE PAINT MANUFACTURERS.
FIRE HYDRANT AND FAYETTEVILLE NO. DATE REVISION
VALVE INSTALLATION PUBLIC WORKS COMMISSION
N.T.S. FAYETTEVILLE, N.C. 1 10/23/03 REVISEDNOTENO.4
DWG. NO. W 13 DWG. BY: FAYPWC WATER RESOURCES 2 07/01/09 NO 3AND ALTERED REVISED NOTE NO. RESTRAINT DETAIL
REMOVED NOTE
SHEET NO.
20F2 DATE: JAN. 01, 2020 APPROVED BY: J.E.c. ENGINEERING DEPARTMENT 3 07/01/16 REVISED NOTES
---------------------------------------------
H H
(GRASS AREA) H
I I (FLEX PVMT.) (RIGID PVMT.)
FILTER FABRIC I I I 457 STONE BACKFILL OR
___ ___X SUPPLIER'S RECOMMENDEDATIO
UNDISTURBED
EARTH
S
CLASS I OR II MATERIAL T C ►, 4" WASHED J BEDDING (CLASS I OR II MATERIAL
PLACED AND COMPACTED IN J = 4" MIN. FOR 12" - 24" PIPE
ACCORDANCE WITH SUITABLE SAND = 6" MIN. FOR 30" - 60" PIPE
NOTES: ASTM D2321 IN PIPE ZONE FOUNDATION
1. ALL REFERENCES TO CLASS I OR II MATERIAL ARE PER ASTM D2321 "STANDARD PRACTICE FOR
UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW
APPLICATIONS", LATEST EDITION.
2. ALL RETENTION AND DETENTION SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM
D2321, LATEST EDITION AND THE MANUFACTURER'S PUBLISHED INSTALLATION GUIDELINES.
3. MEASURES SHOULD BE TAKEN TO PREVENT THE MIGRATION OF NATIVE FINES INTO THE
BACKFILL MATERIAL, WHEN REQUIRED. SEE ASTM D2321.
4. FILTER FABRIC: A GEOTEXTILE FABRIC MAY BE USED AS SPECIFIED BY THE ENGINEER TO
PREVENT THE MIGRATION OF FINES FROM THE NATIVE SOIL INTO THE SELECT BACKFILL MATERIAL.
5. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE
TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED
BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE
TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
6. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I OR II. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY
THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6"
(150mm) FOR 30"-60" (750mm-900mm).
7. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I OR II IN THE PIPE ZONE EXTENDING
NOT LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION
FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN
ASTM D2321, LATEST EDITION.
NOMINAL
NOMINAL
TYPICAL
TYPICAL
TYPICAL SIDE
H
H
DIAMETER
0. D.
3PACING "S
SPACING "C'
WALL "X"
(NON -TRAFFIC
(TRAFFIC)
12"
14.5"
ill'
25.4"
8"
12"
12"
300 MM
(368 MM)
(279 MM)
(645 MM)
(203 MM)
(292 MM)
(292 MM)
15"
18"
12"
28.9"
8"
12"
12"
375 MM
(457 MM)
(292 MM)
(734 MM)
(203 MM)
(292 MM)
(292 MM)
18"
21
13"
33.9"
9"
12"
12"
450 MM
(533 MM)
(330 MM)
(862 MM)
(229 MM)
(292 MM)
(292 MM)
24"
28"
13"
40.7"
loll
12"
12"
600 MM
(711 MM)
(330 MM)
(1034 MM)
(254 MM)
(292 MM)
(292 MM)
30"
36"
18"
53.1 "
18"
12"
12"
750 MM
(914 MM)
(457 MM)
(1347 MM)
(457 MM)
(292 MM)
(292 MM)
36"
42"
22"
63"
18"
12"
12"
900 MM
1067 MM)
(559 MM)
(1600 MM)
(457 MM)
(292 MM)
(292 MM)
42"
48"
24"
71.9"
18"
12"
24"
1050 MM
(1219 MM)
(610 MM)
(1826 MM)
(457 MM)
(292 MM)
(610 MM)
48"
54"
25"
78.5"
18"
12"
24"
1200 MM
(1372 MM)
(635 MM)
(1994 MM)
(457 MM)
(292 MM)
(610 MM)
60"
67"
24"
90'"
18"
12"
24"
1500 MM
(1702 MM)
(610 MM)
(2286 MM)
(457 MM)
(292 MM)
(610 MM)
8. MINIMUM COVER: MINIMUM COVER OVER ALL RETNETION/DETENTION SYSTEMS IN NON -TRAFFIC
APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM TOP OF PIPE TO GROUND SURFACE.
ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOATATION. FOR TRAFFIC APPLICATIONS,
MINIMUM COVER IS 12" UP TO 36" DIAMETER PIPE AND 24" OF COVER FOR 42" - 60" DIAMETER PIPE,
MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOP OF RIGID 1 1 ADDED PIPE O.D. & "C" DIMENSION TJR 05/24/07 1 CKS NOTE: ALL DIMENSIONS
PAVEMENT.
© 2007 ADS, INC. REV. DESCRIPTION BY MM/DD/YY CHK'D ARE :I: 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS7 HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE DIA. DET/RET SYSTEM AWM
COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT NOR HAS ADS INDEPENDENTLY VERIFIED
' 07.25.06
THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HEREIN ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE TYPICAL RET/DET 4640 TRUEMAN BLVD
DESIGN ENGINEER SHALL RENEW THESE DEFAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HILLIARD, OHIO 43026
HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HEREIN ARE ACCEPTABLE CROSS SECTION DETAIL
Ems.
FOR THIS PROJECT. ADVANCED DRAINAGE SYSTEMS, INC. NTS
DRAWING NUMBER: STD-702 OF
W13-FHCC.du
* LOAD BEARING CONCRETE COLLAR
AS SPECIFIED BY DESIGN ENGINEER
(WHERE REQUIRED)
UNDISTURBED
EARTH
NOTES:
1. ALL MATERIALS SHALL BE APPROVED
BY FAYPWC. SEE DRAWING WA SHEET
2 OF 2 FOR METER BOX LID DETAIL.
2. METER BOX SHALL NOT BE LOCATED
WHERE H-20 LOADINGS CAN IMPACT
BOX OR COVER.
3. FOR 1" WATER LATERAL INSTALLATION
SEE FAYPWC DETAIL W.2
m
4. DIMENSIONS _ 1/16 U.N.O.
0
TOP VIEW
BOTTOM VIEW
L
PLAN
17-9/16" 12-5/16"
ELEVATION Og ELEVATIONOA
1-INCH METER BOX DETAILS FAYETTEVILLE NO. DATE REVISION
N.T.S. PUBLIC WORKS COMMISSION FAYETTEVILLE, N.C. 1 03/10 CHANGED BOX DIMENSIONS
SHEET NO. DWG. NO. W4 DWG. BY: FAYPWC WATER RESOURCES
1oF2 DATE: JAN. 01,2020 APPROVED BY: J.E.G. ENGINEERING DEPARTMENT
CLASS I OR II MATERIAL PER
ASTM D2321, LATEST EDITION,
COMPACTED IN MAX. 8" LOOSE 4" WASH7
ED
LIFTS TO 95% MIN. OF MAX. SPD SAND
SECTION A -A
* LOAD BEARING CONCRETE COLLAR
AS SPECIFIED BY DESIGN ENGINEER
(WHERE REQUIRED)
FRAME & GRATE
(BY OTHERS)
REFER TO STD-702
CORRUGATED HOPE RISER I FOR COVER HEIGHT
(SPECIFY DIAMETER) DETAILS
4j LATERAL
BEDDING (CLASS I OR II MATERIAL)'
= 4" MIN. FOR 12" - 24" HOPE PIPE
= 6" MIN. FOR 30"-60" HDPE PIPE
(AS REQUIRED)
STD-702
HEIGHT
LS
UNDISTURBED
EARTH
LATERAL
I
CLASS I OR II MATERIAL PER J BEDDING (CLASS I OR II MATERIAL)
ASTM D2321, LATEST EDITION, = 4" MIN. FOR 12" - 24" HDPE PIPE
COMPACTED IN MAX. 8" LOOSE 4" WASHED = 6" MIN. FOR 30"-60" HDPE PIPE
LIFTS TO 95% MIN. OF MAX. SPD SAND
SECTION B-B
k LOAD BEARING CONCRETE COLLAR SHALL BE CONSTRUCTED
IN TRAFFIC AREAS SUCH THAT THE LIVE LOAD IS TRANSMITTED
TO THE SURROUNDING SOIL AND NOT DIRECTLY TO THE RISER.
W4-11N-METERBOX.dwg
CLASS I OR II MATERIAL PER
ASTM D2321, LATEST EDITION,
CLEANOUT COMPACTED IN MAX. 8" LOOSE
UNDISTURBED LIFTS TO 95% MIN. OF MAX. SPD
1 UPDATED DRAWING TJR 03/13/07 1 CKS NOTE: ALL DIMENSIONS
© 2007 ADS, INC. REV. DESCRIPTION BY MM/DD/YY CHK'D ARE t 1/2 FOOT.
ADVANCED DRAINAGE SYSTEMS, INC. ("ADS HAS PREPARED THIS DETAIL BASED ON INFORMATION PROVIDED TO ADS. THIS DRAWING IS INTENDED TO DEPICT THE DIA. DET/RET SYSTEM " CRM
COMPONENTS AS REQUESTED. ADS HAS NOT PERFORMED ANY ENGINEERING OR DESIGN SERVICES FOR THIS PROJECT, NOR HAS ADS INDEPENDENTLY VERIFIED ""•10/23 O6
THE INFORMATION SUPPLIED. THE INSTALLATION DETAILS PROVIDED HERON ARE GENERAL RECOMMENDATIONS AND ARE NOT SPECIFIC FOR THIS PROJECT. THE TYPICAL RET/DET N 4640 TRUEMAN BLVD
DESIGN ENGINEER SHALL REVIEW THESE DETAILS PRIOR TO CONSTRUCTION. IT IS THE DESIGN ENGINEERS RESPONSIBILITY TO ENSURE THE DETAILS PROVIDED HILLIARD, OHIO 43026
HEREIN MEETS OR EXCEEDS THE APPLICABLE NATIONAL, STATE, OR LOCAL REQUIREMENTS AND TO ENSURE THAT THE DETAILS PROVIDED HERON ARE ACCEPTABLE RISER/CLEAN-OUT DETAIL •
FOR THIS PROJECT. ,a,ANCm DRAINAM SYSTEVM •- NTS
DRAWING NUMBER: STD-703 OF
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910 426 6777 fax [phone] license number 23
I 9 b G 54
www.4Dsitesotutions.com
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
STORM &
WATER DETAILS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-703

a-
a
v
v0
Z
N00
0
==Z>M
Z=OHO
� Z
-< �
Cl) O
z n
Tn
N
Cv
m -U z
G)
Z r
= r =
v rn z
�D�
m v
N v
D�
00 Z D
ovz
G)
TI
00 M
4 W
O
SHEET 1 OF 1
840.16
v
vM
Z
r Z O� 2
==Z>M
Z=OHO
ng;0z
>> r
Z I'
1" DEPRESSION
4'_ 7 F/Q" 4'_ 7 G/Q"
SECTION G-G
2'- 3 1/4"
1 3/16" 2"
SECTION H-H
PLAN
WITH GRATE & FRAME REMOVED
1 1 /2"
1 1/2"
M 1 5/8" 1 5/8"
MI -I H
FG o G
O
M 0
(V �0
a
II
N H
M
V-4 1 /2"
V-7 5/8" 1'-7 5/8"
PLAN OF GRATING
CAST IRON
3'-6"
F
E E
CO
CV
F
1/8" 1/8" 1/8"
1" 1" 1"
3'- 3 3/4"
1/8" 1/8" 1/8"
2 1/8"
SECTION E-E
v
2 1/8"
CV N
DROP INLET FRAME AND GRATE
`"IEEP HOLES GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL DROP INLETS OVER T-6" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 BAR DOWELS AT
ol 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR TO CONSTRUCT OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHOWN ON STD. NO. 840.00.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATE NOT SHOWN.
INSTALL 2" WEEP HOLES AS DIRECTED BY THE ENGINEER.
INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NOT TO SCALE.
PLAN OF FRAME
CASTIRON
;i/42' 2 /4
�� ninn <V
SECTION F-F
BRICK COPING (INCIDENTAL)
m
n
Z
TOP ELEVATION
0
0
STD. 540.16 FRAME -
Z
N
& GRATE
N
Cl)
6" A 6"
M
a
_
v
�rn>
v
M
Dno
m
Z
E-F SEE NOTE DOWEL (SEE NOTE)
z
rn
0
SECTION X-X
O
SHEET1 OF 1
840.14
n m
Z
�Z�
n Fn
x ; _
D
x � M z
v y C X
r Z v
n v
m x O
0 Z z
m W -n
00
X
SHEETI OF 1
840.31
� T #4 BAR
B 6" T 1
= N
DOWEL
MAX PIPE THIS SIDE -- 1
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONC. IN BOX
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FT. HT.
CONCRETE
FOR
O MNTMHM
HEIG12"
C.M.
R.C.
T-0"
2'-0"
2'-0"
0.222
0.222
0.592
0.015
0.026
15"
2'-3"e
0.648
0.023
0.036
18"
2'-6"
0.703
0.033
0.049
24"
T-0"
0.814
0.059
0.085
30"
T-0"
2'-0"
2'-6"
0.222
0.222
0.925
0.092
0.127
CONCRETE DROP INLET
F
MANHOLE
E
GENERAL NOTES:
C CHAMFER ALL EXPOSED CORNERS 1".
j USE CLASS "B" CONCRETE THROUGHOUT.
L OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
FT
D D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
Q _ USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
p U M IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
Of0O ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
20Q PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
U U 12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
3 SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
ih HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
., ..,.54 C MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
PLAN FOR MANHOLE COVER & FRAME #4 BARS "A" ELEVATION IS 12 FEET.
OPTIONAL SPACED
C. TO C.
BRICK MAY BE USED
6„
y1/4 TO ADJUST FRAME &
COVER TO SURFACE
ELEVATION MAX. 1' #4 BAR
a
OUTLET PIPE
E OR F1/2"
A
61
6LLL SECTION DOWEL
C-C OR D-D
SECTION X-X
6"
j1/4
6"
6"
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN BOX
TOTAL QUANTITIES
BOX AND SLAB
DIMENSIONS FOR ONE
PIPE CU. YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
SLAB
WALL/
FT. OF HT.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12"
2'-9"
T-0"
T-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-3"
2'-6"
12"
T-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
18"
2'-6"
2'-6"
2'-9"
14"
3'-3"
T-6"
T-6"
0.227
0.227
0.222
30
1.065
0.033
0.049
24"
T-0"
T-0"
3'-3"
16"
T-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0.085
30"
T-6"
T-6"
3'-9"
18"
4'-3"
4'-6"
4'-6"
0.375
0.375
0.296
51
1.860
0.092
0.127
36"
4'-0"
4'-0"
4'-3"
20"
4'-9"
5'-0"
5'-0"
0.463
0.463
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-6"
4'-9"
22"
5'-3"
5'-6"
5'-6"
0.560
0.560
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-3"
26"
6'-3"
6'-4"
6'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
5'-10"
5'-9"
28"
6'-7"
6'-10"
6'-10"
0.865
0.865
0.444
126
4.283
0.297
0.401
60"
6'-6"
6'-6"
6'-3"
30"
T-3"
7'-6"
7'-6"
1.042
1.042
0.481
145
5.090
0.367
0.495
66"
7'-1"
T-1"
6'-9"
32"
T-10"
8'-1"
8'-1"
1.210
1.210
0.518
169
5.917
0.444
0.589
z
O (n
Q � Q
Z
U
OpaOz
(n x
HVaLL0
LU
cf) z J
WLLO_Q
00(n�
v zap
W o
r
LU O
0
H
O
z
p o
wa°°
o N
W
0 � o
a L o
W N
L J H
J Z _
z IL
LU 0LU
p �
O
LL
SHEET 1 OF 1
840.16
NTS
z
O (n
Q < Q
LL�0O=V
OOaOZ
(n x
W Q Z x
H0<LLCD
�LU
ZJ
WLLOQ
OOcnW
v za>
1LU
� o
0
0 W
z J
Z
LU
� a a
o CCD
� p =
Qp W W
z Ill- x
Q W F-
(j cV
(1) z
JO
0U
z
W
SHEET 1 OF 1
840.14
NTS
z
0
Q Q Q
LLJO=U
ODawu)-
Z
x
= � 0 W
cl) z
WLLO�
O O (n
N za_-LLI
o
O X
LL m
O W
Z Z J
O
0 x W
~a CL
o C) M a
o Z J
o �o w
Q ~a ~
(n W
x H
J Z
0 0
Z C)
W
SHEET I OF 1
840.31
NTS
m
z
G)
N
i ! 0 --1
-4 X Z
v v
C I0 >
o 0 v
v
m r
-n
X
SHEET 1 OF 1
840.15
v
vM
Z
r Z O� 2 0)
= = Z > 1711
z=Or-O
ng�z
>D
�z
D z
Za
= r
O Cl)
r =
rn�
-n Z
v
v
rn
v
v*
n z
00
<-n
rn0
X ;0
1►MA
PLAN
WITH COPING REMOVED
SECTION X-X
GENERAL NOTES:
MORTAR JOINTS 1/2" ± 1/8" THICK.
USE CLASS "B" CONCRETE THROUGHOUT.
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
USE #4 BAR DOWELS AT 12" CENTERS.
f DEDUCT FOR PIPE(S) 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 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 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING
6'-0". QUANTITIES TO BE ADJUSTED ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
SEE STANDARD DRAWING 840.25 FOR ATTACHMENT OF FRAMES AND GRATES.
DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO TRAFFIC.
CHAMFER ALL EXPOSED CORNERS 1".
DRAWING NO TO SCALE.
-;OPING (INCIE �Mi Al
OP ELEVATIO
STD. 540.16
RAME & GRAI
MAX PIPE THIS SIDE -- 18" 1I
DIMENSIONS AND QUANTITIES FOR DROP INLET (BASED ON MIN. HEIGHT, H)
DIMENSIONS OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT.
TOTAL BRICK
MASONRY FOR
MIN. HEIGHT, H
C.S.
R.C.
12"
T-0"
2'-0"
2'-0"
0.268
0.313
0.522
0.020
0.032
15"
2'-3"
0.268
0.313
0.600
0.031
0.047
18"
2'-6"
0.268
0.313
0.678
0.044
0.065
24"
T-0"
0.268
0.313
0.835
0.078
0.113
30"
T-0"
2'-0"
2'-6"
0.268
0.313
0.991
0.122
0.170
PLAN OF FRAME
2'-1 1/4" -
1'-11 3/4" -
V-10 7/8" -
cN
T
BRICK DROP INLET
T #4 BAR
I i
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
BOTTOM OF CC
PLAN OF COVER
1'-11 1 /2"
3/4" �
22
N M
M
TYPE #1
3 3/4"
1/2' �4 3/4"
1'-10 5/8"
ALTERNATE
SECTION B-B
1" R.
4 3/8" 2'-0 1/2" MINIMUM WEIGHTS - LBS.
2'-9 1/4" FRAME - 180
COVER - 120
SECTION A -A TOTAL - 300
z
O (n
QaQ
Z
� U
OpaOz
�(nx
HVaLLO
fAH�ZJ
WLLO_Q
00(n�
za>
1 LLI
o
0
LL
Z w
� J a
o a a
00CD
M
o � �
Z =
Q Y
() U04
J Ln m
0
Z
W
SHEET 1 OF 1
840.15
NTS
z
O (n
QQQ
Z ~
LL JOx -
ODaOz
=(nx
W Q Z x
HVQLL0
=�0W
(nHZJ
WLLOQ
OOcn�
za>
W o
I o
W
O >
Z O
z
o QQ
LU
Q G
o
Z LL
H
W W
= J
(n O
zz
W
TYPE #2
SHEET 1 OF 1
SHEET 1 OF 1
840.54
840.54
MANHOLE
FRAME AND
COVER
NTS
v
E
GENERAL NOTES:
Z
m
A
CHAMFER ALL EXPOSED CORNERS 1"
0
Z
8" 8"
-OPTIONAL MANHOLE
E
USE CLASS "B" CONCRETE THROUGHOUT.
USE #4 BAR DOWELS AT 12" CENTERS.
Q Q Q
0 0 0
Y 8
C
Z
�
D �
MORTAR JOINTS 1/2" ± 1/8" THICK.
w ()
=
(n
I
1
CONCAVE TOO ALL EXPOSED JOINTS.
LL O 0
Z
mZ x
0 D >
X X
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
0 0 d -
W
Z x =
C-)
= m
D M
D
JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4"
BE USED L LIEU FOCLNY BRICK.
Q
A V O W
y
Z G) O O
m
Q
Cr 0 UO
FORIB=OOINCRETE HEIGHBOR LESSLOCKS , USE 8" WALY OVER g
HEIGHT, USE 12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL
N t- Z J
c
C
Q U F-D
u
FOR THE REMAINING 6'-0". ADJUST DIMENSIONS AND QUANTITIES
w LL 0
z
Z
m d U
ACCORDINGLY.
O O (n
D D
�_
�
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
Z >
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
CL In
0
PROVIDE ALL JUNCTION BOXES OVER T-6" IN DEPTH WITH STEPS
LLI
Z
8"
1/
" I
�,., �I
3" �
C
12" ON CENTER IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
0
#4 BARS "A"
TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
PLAN SEE STANDARD 840.54
SPACED
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER &FRAME
C.
C. TO C.
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB. )
OPTIONAL
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED TO
ELEVATION IS 12 FEET.
ADJUST FRAME &COVER
DODO
u
KA
� � r
Cn
x 0 :c
N 0 X �
-0 C- z
c z Z D
� n v
-0 Z O D
Z
m O W z
mO0
.� X O
SHEET 1 OF 1
840.32
6 TO SURFACE ELEVATION MAX. 1
HEADER
COURSES
1/4" a
OUTLET PIPE
o
A �
SECTION X-X
SEE STANDARD 840.54
FOR MANHOLE COVER &FRAME
BRICK MAY USED TO
ADJUST FRAME &COVER
6" TO SURFACE ELEVATION MAX. 1'
1/4" X 8" EXP. JOINT
1/4" g^
6" � x
B
6" 3" f DOWEL
SECTION Y-Y
❑® O ❑ #4 BAR
❑❑ ®❑ _
❑ ❑ N
6 E OR F 1/2"
�B+16� SECTION
DIMENSIONS AND QUANTITIES FOR BRICK JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
BARS
TOP SLAB
DIMENSIONS
CUBIC YARDS
M&ffiMS11ONS FOR�NE
QV1.YiL9S.
PIPE
SPAN
WIDTH
HEIGHT
CONC.
BRICK MASONRY
D
A
B
H
NO.
LENGTH
E
F
TOP &
BOTTOM
CU. YD.
MIN
HEIGHT
CU. YD.
WALL PER
FT. HT.
CU. YD.
C.S.
R.C.
12"
2'-0"
2'-0"
2'-3"
12"
T-1"
3'-4"
3'-4"
0.412
0.591
0.263
0.020
0.032
15"
2'-3"
2'-3"
2'-6"
12"
T-1"
3'-4"
3'-4"
0.412
0.657
0.263
0.031
0.047
18"
2'-6"
2'-6"
2'-9"
14"
T-5"
T-8"
T-8"
0.498
0.814
0.296
0.044
0.065
24"
T-0"
T-0"
3'-3"
16"
4'-1"
4'-4"
4'-4"
0.695
1.176
0.362
0.078
0.113
30"
3'-6"
T-6"
3'-9"
18"
4'-5"
4'-8"
4'-8"
0.807
1.481
0.395
0.122
0.170
36"
4'-0"
4'-0"
4'-3"
20"
5'-1"
5'-4"
5'-4"
1.053
1.959
0.461
0.176
0.238
42"
4'-6"
4'-6"
4'-9"
22"
5'-9"
6'-0"
6'-0"
1.333
2.503
0.527
0.240
0.323
48"
5'-4"
5'-4"
5'-3"
26"
6'-5"
6'-8"
6'-8"
1.646
2.940
0.560
0.313
0.422
54"
5'-10"
5'-10"
5'-9"
28"
6'-11"
T-2"
T-2"
1.902
3.502
0.609
0.396
0.535
60"
6'-6"
6'-6"
6'-3"
30"
T-7"
T-10"
T-10"
2.272
4.113
0.658
0.489
0.660
66"
T-1"
T-1"
6'-9"
32"
8'-2"
8'-5"
8'-5"
2.624
4.778
0.708
0.591
0.798
w
0
LL x --
a0LU
co 0
Z z (L
o< FL
J �
z Z z o
Z � 0 x
Q a
(i Y O N
x V x
W
J m
z
W
SHEET 1 OF 1
840.32
NTS
site
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
�CARO,���''
SEA
02
G I N V
••.....••
�O
REVISIONS
ISSUED FOR CONSTRUCTION
PROJECT NAME
FAYETTEVILLE
HONEYCUTT
ROAD
DOLLAR
GENERAL
STORM DETAILS
CLIENT
PAR 5
DEVELOPMENT
GROUP, LLC
2075 Juniper Lake Road
West End, North Carolina 27376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1485
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 4, 2020
SHEET NUMBER
C-704
CONCRETE JUNCTION BOX
BRICK JUNCTION BOX