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THE FOLLOWING ITEM5 HAVE BEEN APPROVED A5 EXCEPTIONS FOR TH15 DRAWING
BY THE TOWN OF APEX DEPARTMENT DI RECTOR(5), AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, TH15 DRAWING CONFORMS TO THE REQUIREMENTS
ESTABLISHED BY THE DIRECTOR(5) ALLOWING DEVIATION FROM THE STANDARD
SPECIFICATIONS AND STANDARD DETAILS Of THE TOWN OF APEX. THE SIGNATURE
BELOW REPRESENTS THAT THE REQUESTING ENGINEER HAS BEEN GRANTED A
VARIANCE ONLY FOR THE ITEMS Ll5TED. THE ❑EVELOPERIENGINFERJCONTRACTOR 15 HATCHER 5EWER OUTfALL
SOLELY R1=5PONSIBLE FOR MEETING ALL APPLICABLE REQUIREMENTS.
APPROVED EXCEPTION DIRECTOR GRANTING EXCEPTION
MANHOLE DROP: MH# I, MH#3
BY: DATE:
(REQUESTING ENGINEER)
BUILDING INSPECTIONS * PERMITS - TOWN Of APEX CERTIFICATION
THI5 DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX BUILDING iN5PECTION5 �
PERMITS DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS
TO THE REQUIREMENTS ESTA3L15hF❑ WITHIN THE TOWNS CODE OF ORDINANCES AND
THE NORTH CAROLINA STATE BUILDING CODES. HOWEVER, THIS SIGNATURE DOES NOT
CONSTITUTE A VARIANCE FROM ANY REQUIREMENT5 CONTAINED IN ANY FEDERAL, STATE,
0R LOCAL CODE, LAW, SPECIFICATION, RULE OR ORDINANCE. IT 15 THE SOLE
RESPONSIBILITY OF THE OWNER/DEVELOPER, OR ANY OF HIS AGENTS OR CONTRACT
PROFE551ONAL5 TO ENSURE THAT THI5 CON5TRUCTION PLAN MEET5 ALL THE
AFOREMENTIONED REQUIREMENTS.
BY: DATE:
PARKS, RECREATION, AND CULTURAL RE50URCE5 - TOWN OF APEX CERTIFICATION
THESE PLANS HAVE BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORM TO REPRESENTATIONS MADE BY THE DEVELOPER
TO MYSELF AND THE PARKS, RECREATION, AN CULTURAL RESOURCE ADVISORY
COMMISSION CON515TENT WITH THE PROJECTS REQUIREMENTS FOR PUBLIC PARKS
AND RECREATION, EITHER IN TOTAL OR IN PART, A5 OUTLINED IN THE TOWN OF APEX
UNIFIED DEVELOPMENT ORDINANCE AND TOWN OF APEX CODE OF ORDiNANCE5.
HOWEVER, THIS SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY
REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW,
SPECIFICATION, RULE OR ORDINANCE. IT €5 THE 50LE RESPONSIBILITY OF THE
OWNER/DEVELOPER, OR ANY Of HIS AGENTS OR CONTRACT PROFESSIONALS TO
ENSURE THAT THI5 CONSTRUCTION PLAN MEETS ALL THE AFOREMENTIONED
REQUIREMENT5.
BY: DATE:
P,►�l_lr7 IIlei I►will:4I11�11005110 gel �1JwAv19011him"IIM0
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN Of APEX WATER RESOURCES
DEPARTMENT, AND TO THIY BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS AND STANDARD
DETAILS OF THE TOWN OF APEX. HOWEVER, THIS SIGNATURE DOES NOT CONSTITUTE A
VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY FEDERAL, STATE, OR LOCAL
CODE, LAW, SPECIFICATION, RULE OR ORDINANCE. IT 15 THE 50LE RE5PON51131LITY OF
THE OWNER/DEVELOPER, OR ANY OF HIS AGENTS OR CONTRACT PROFESSIONALS TO
ENSURE THAT THIS CONSTRUCTION PLAN MEETS ALL THE AFOREMENTIONED
REQUIREMENT5.
BY: DATE:
FIRE DEPARTMENT - TOWN OF APEX CERTIFICATION
THIS DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX FIRE DEPARTMENT, AND TO
THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE REQU€REMENT5
ESTABLISHED WITHIN THE TOWN'S STANDARD SPECIFICATIONS, FIRE PROTECTION
ORDINANCES, AND THE NORTH CAROLINA INTERNATIONAL FIRE CODE. HOWEVER, THIS
5IGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENT5
CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW, 5PECIF€CATI0N, RULE OR
ORDINANCE. IT 15 THE 50LE RE5PON51BiLITY OF THE OWNMDEVELOPER, OR ANY OF
HIS AGENTS OR CONTRACT PROFESSIONAL5 TO ENSURE THAT THIS CONSTRUCTION
PLAN MEET5 ALL THE AFOREMENTIONED REQUIREMENT5.
BY: DATE:
PLANNING/ZONiNG - TOWN OF APEX CERTIFICATION
THI5 CONSTRUCTION DRAWING HAS BEEN REVIEWED BY THE TOWN OF APEX PLANNING
DEPARTMENT, AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
SUBDIVISION OR 51TE PLAN THAT WAS APPROVED BY THE TOWN OF APEX TOWN
COUNCIL OR TECHNICAL REVIEW COMMITTEE, AS APPROPRIATE, AND MEET5 THE
STANDARDS OF THE TOWN OF APEX UNIFIED DEVELOPMENT ORDINANCE. THI5
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS OF THE
ORIGINALLY APPROVED 5UBDIV1510N OR SITE PLAN CITED ABOVE, OR ANY FEDERAL,
STATE, OR LOCAL CODE, LAW, 57ECIFICATI0N, RULE, GUIDELINE, OR ORDINANCE. IT 15
THE SOLE RE51PON51BILITY OF THE OWNER/DEVELOPER, OR ANY OF 11I5 AGENTS OR
CONTRACT PROFESSIONALS TO ENSURE THAT THI5 CONSTRUCTION PLAN MEETS ALL
THE AFOREMENTIONED REQUIREMENTS.
BY: DATE:
PUBLIC WORK5 t TRANSPORTATION - TOWN OF APEX CERTIFICATION
THI5 DRAWING HA5 BEEN REVIEWED BY THE TOWN OF APEX PUBLIC WORKS �
TRANSPORTATION DEPARTMENT, AN TO THE BEST OF MY KNOWLEDGE AND BELIEF,
PROVIDES AN ACCEPTABLE TRANSPORTATION SYSTEM WITH CONSIDERATION FOR THE
ELEMENTS CONTAINED WITHIN THE TRANSPORTATION PLAN CONFORMING TO THE
REQUIREMENT5 ESTABLISHED IN THE STANDARD 5FTC IFICATION5 t STANDARD DETAILS
AND THE UNIFIED DEVELOPMENT ORDINANCE OF THE TOWN OF APEX. HOWEVER, THIS
SIGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS
CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW, 5PECIFICATI0N, RULE OR
ORDINANCE, IT 15 THE SOLE RE5PON5181LITY OF THE OWNERIDEVELOPER, OR ANY OF
HI5 AGENT5 OR CONTRACT PROFE5510NAL5 TO ENSURE THAT THI5 CON5TRUCTION
PLAN MEETS ALL THE AFOREMENTIONED REQUIREMENT5.
BY: DATE:
ELECTRIC - TOWN OF APEX CERTIFICATION
THI5 DRAWING HA5 BEEN REVIEWED BY THE TOWN OF APEX ELECTRIC DEPARTMENT,
AND TO THE BEST OF MY KNOWLEDGE AND BELIEF, CONFORMS TO THE
REQUIREMENTS ESTABLISHED IN THE STANDARD SPECIFICATIONS AND CONSTRUCTION
DETAILS AND THE UNIFIED DEVELOPMENT ORDINANCE OF THE TOWN OF APEX,
HOWEVER, THI5 51GNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY
REQU€REM ENT5 CONTAINED IN ANY FEDERAL, STATE, OR LOCAL CODE, LAW,
SPECIFICATION, RULE OR ORDINANCE. IT 15 THE SOLE RESPONSIBILITY OF THE
OWN ERIDEVELOPER, OR ANY OF H15 AGENTS OR CONTRACT PROFESSIONALS TO
ENSURE THAT TH15 CONSTRUCTION PLAN MEET5 ALL THE AFOREMENTIONED
REQUIREMENT5.
CONSTRUCTION DRAWING5
11
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WATER RE50UKCE5 SOIL EROSION t- SEDIMENTATION CONTROL - TOWN OF APEX CERTIFICATION I WATER RESOURCE5 5TORMWATER ENGINEERING -TOWN OF APEX CERTIFICATION
THIS DRAWING HA5 BEEN REVIEWED BY THE TOWN OF APEX, AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENTS E5TA5L15HED IN THE 501L
EROSION AND SEDIMENTATION CONTROL ORDINANCE OF THP TOWN DF APEX. HOWEVER, THI5
5IGNATURE DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY
FEDERAL, STATE, OR LOCAL CODE, LAW, SPECIFICATION, RULE OR ORDINANCE. IT 15 THE 5OLE
RESPONSIBILITY OF THE OWN ERIDEVELOPE R, OR ANY OF HI5 AGENT5 OR CONTRACT
PROFE5510NAL5 TO ENSURE THAT TH15 CONSTRUCTION PLAN MEET5 ALL THE AFOREMENTIONED
REQUIREMENT5.
TH15 SIGNATURE DOES NOT CONSTITUTE PLAN APPROVAL, ONLY PLAN REQUIR;rMENTS. A
SEPARATE LETTER OF PLAN APPROVAL WILL BE MAILFD TO THIr FINANCIALLY RE5PON51BLE PFR50N
AT A LATER DATE ACCORDING TO THE CONSTRUCTION SEQUENCE.
THIS DRAWING HAS BEEN RE VIEWED BY THE TOWN OF APEX WATER RESOURCES
5TORMWATEK FUTILITY ENGINEERING DIVISION AND TO THE BEST OF MY
KNOWLEDGE AND BELIEF, CONFORMS TO THE REQUIREMENT5 ESTABLISHED IN THE
STANDARD 5PEC€FICATIONS AND STANDARD DETAILS AND THE UNIFIED
DEVELOPMENT ORDINANCE OF THE TOWN OF APEX. HOWEVER, THIS SIGNATURE
DOES NOT CONSTITUTE A VARIANCE FROM ANY REQUIREMENTS CONTAINED IN ANY
FEDERAL, STATE, OR LOCAL CODE, LAW, 5PECIFiCATION, RULE 0R ORDINANCE. IT 15
THE SOLE KE5f ON5151LITY OF THE OWNEK/DEVr LOPER, OR ANY OF His AGENTS OR
CONTRACT PROFESSIONALS TO ENSURE THAT THI5 CONSTRUCTION PLAN MEETS
ALL THE AFOREMENTIONED REQUIREMENT5. THIS SIGNATURE SERVES AS THE
5TORMWATER PERMIT FOR THI5 PROJECT.
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N.T.S.
SITE DATA
PROJECT NAME
HATCHER SEWER OUTFALL
PREPARI=R'S CONTACT INFORMATION
JONES * CN055EN ENGINEERING, PLLC
P.O. BOX 1 OG2
APEX, NORTH CAROLINA 27502
PHONE - {9 1 9) 387-1 1 74
FAX - {9 1 9) 387-3375
CONTACT PER50N _ PATRICK L. KIERNAN
OWNER 1 DEVELOPER CONTACT INFORMATION
JVI DEVELOPMENT
1 000 OLIVE CHAPEL ROAD, SUITE 400
APEX, NC 27502
PHONE - {9 1 9j 387-8846
CONTACT PERSON - JOEY IANNONE
WATERSHED INFORMATION
JORDAN LAKE PROTECTED AREA
FEMA FLOODPLAIN INFORMATION
MAP #3720072200J (DATED MAY 2, 2000)
PROJECT 15 NOT WITHIN 100 YEAR FLOODPLAIN.
SEWER OUTFALL SHEET INDEX:
I COVER 5HEET
2 OVERALL PLAN
3 EXISTING CONDITIONS
4 STAGING * DEMOLITION PLAN
5 5EWER OUTFALL A
G CONSTRUCTION DETAIL5
5TANDARD 5PECIFICATION5 4� STANDARD DETAILS
VER51ON: MARCH 23, 2021
PUBLIC IMPROVEMENT SUMMARY (PhASE 1)
LINEAR FOOTAGE OF NEW PUBLIC ROADS
NIP+
LINEAR FOOTAGE OF PUBLIC ROAD WIDENING
NIA
LINEAR FOOTAGE OF PUBLIC CURB �- GUTTER
NIP+
LINEAR FOOTAGE OF PUBLIC SIDEWALK
NIP+
LINEAR FOOTAGE OF PUBLIC GREENWAY
NIA
LINEAR FOOTAGE OF PUBLIC SANITARY SEWER
8" - I ,547 LF
LINEAR FOOTAGE OF PUBLIC WATERLINE
NIA
LINEAR FOOTAGE OF PUBLIC STORM DRAINAGE
NIA
0 150 300 GOO
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NOTES:
I . ALL CON5TRUCTION AND MATERIALS 5HALL COMPLY WITH TOWN OF APEX
STANDARDS ANIDI5PECIFICATION5. HIC INFORMATION TAKEN FROM SURVEYS
2. tX15TING CON L7 T ON5 � TOPOGRAP
'� I ' BY SMITH � SMITH 5URVEYOR5.
f%3. 5ITE 15 IN THE JORDAN LAKE PROTECTED AREA.
f/// f ✓ f' / ��� Yµ ` mµ �' ' 1�'�} 4. CONTRACTOR TO VERJFY HORIZONTAL AND VERTICAL LOCATIONS OF ALL
} AFPROXiMATE�.
' EXI5TING UTILITIES PRIOR TO CON5TRUCTION.
LOCATION f NOVVzOR F J.RNIiE1u`LY `� - - � -.__. - - -�_ _ 1 ' C� - Ole I �]� NCDOT ENCROACHMENT AGREEMENT 15 REQUIRED FOP, UTILITY INSTALLATION
U N iTED 61 ATE5,0f AMER1 C A f - �� �1-�1�, a 1 _ ACROSS AMERICAN TOBACCO TRAIL.
UNDERGROUND ,/f / „� - -- - ' �j' �1 Jam. ' 5. CONTRACTOR 5HALL NOTIFY THE HOA FOR 5MITH FARM PHA5E 2A PRIOR TO
.. ELECTRIC FI N (J.O.: a JfI I •-78-7C I f �' ` THE START OF CON5TRUCTION.
ZON,N6. R-t3�JW
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THE 51GNATURE5 AFFIXED BELOW CERTIFY THAT THI5 511EFT HA5 BEEN REVIEWED AND APPROVED 50LFLY
PER THE CERTIFICATION5 51GNED
ON THE COVER511EET Or THE5E CON5TRUCTION PLANS.
PW - TRAN5PORTATION
DATE
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DATE
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DATE
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DATE
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! f PX. sEwff 1 f -� -- �. ITN�55 POST 1 R
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DATE
DATE
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Registration: P-0151
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THE 51GNATURE5 AFFIXED BELOW CERTIFY THAT TH15 5HEET HAS BEEN REVIEWED AND APPROVED 50LELY
PPP, THE CERTIFICATION5 51GNED ON THE COVER 5HEET OF THE5E CON5TRUCTION FLAN5.
I .
ALL CONSTRUCTION AND MATERIAL5 SHALL COMPLY WITH TOWN OF APEX
PW - TRAN51FORTATION
DATE
WR - 5TORMWATEP,
DATE
STANDARDS AND 5f ECIfICATION5.
2.
EXISTING CONDIT10N5 +I• TOPOGRAPHIC INFORMATION TAKEN FROM 5URVEY5 BY
BUILDING IN51'ECrION5
DATE
PLANNING
BATE
51VITH � 5MITH - SURVEYORS.
3.
SITE 15 IN Tl ff JORDAN LAKE PROTECTED AREA,
WR- UTILITY ENGINEERING
DATE
PLANNING - TRANSPORTATION
DATE
4.
THE DISTURBED AREA FOR THIS PROJECT 15 1. 1 ACRE5.
5.
TriE TOWN OF APEX BUFFER CALL FOR THE CREEK LOCATED IN SMITH FARM FUD
ELECTRIC
DATE
FIRE
DATE
THAT 15 BEING CROSSED 15 # 14-0 10.
WK - 5 t E DATE PARK5, RECREATION 4 CULTURAL RE5. DATE
L3
221 N. SALEM ST.
SURE 001
PO BOX 1062
APD , NC 27502
Office: 919-W-1174
RagiWrat]on: P-0151
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JANUARY 3, 2022
REV1510N
418122 PEP, TRC
512122 PER TRC
O 30 GO 120
5NFtT
4
�ROJc T
GRAPHIC SCALE 21 12-5

SEWER OUTFALL A
FRONT NEW
TOWN OF APEX STD. ND�STANDARDS TEMPORARY SILT FENCE OUTLET00EFFECTIVE; DECEMBER 21, 20f0SHEET
ELAN
NOTES`
LPUT SILT FENCE OR TREE PROTECTION FENCE
UP TO ENSURE CONSTRUCTION ENTRANCE IS
L------------
- USED.
2.IF CONSTRUCTION ON THE SITES ARE SUCH
THAT THE MUD IS NOT REMOVED BY THE
VEHICLE TRAVELING OVER THE STONE, THEN
THE TIRES OF THE VEHICLE MUST BE
i
WASHED BEFORE ENTERING PUBLIC ROAD
W (SEE DETAIL 400.08 SHEET 2 OF 2).
�
.
3.IF A PROJECT CONTINUES TO DEPOSIT MUD
AND DEBRIS ONTO THE PUBLIC ROAD, THE
TOWN WILL CLEAN THE AREA AND INVOICE
THE FINANCIALLY RESPONSIBLE PARTY.
CROSS SECTION
NEW CONSTRUCTION
EXISTINGROADWAY
L E
MIN::
��i+�h17+�I'iFy-ir L�IDI .f
ABRIC UNDER STONE
TOWN OF APEX
STD, NO.
STANDARDS
CONSTRUCTION ENTRANCE
00.0
EFFECTIVE: 14NLIARY20,201$
ENTRANCE TYPE
L
W
STONE
Sl �
GENERAL
50'
25'
2--3'
■
12•
�y7
5EEDDED PREI ARATION
I .) Chisel compacted areas and spread topsoil 3 inches deep over adverse Soli conditions,
with stockpiled topsoil, Contractor Shall reserve Sufficient topsoil for seedbed
preparation,
2.) Rip the entire area to G inch depth.
3.) Remove all loose rock, roots, and other ob5truction5 leaving Surface reasonably smooth
r and uniform.
4.) Apply agricultural lime, fertilizer, and super -phosphate Uniformly and mix with soil (see
below').
5.) Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared 4
to G inche5 deep.
G.) 5eed on a freshly prepared seedbed and cover Seed lightly with seeding equipment Or
cultipack after seeding.
7.) Mulch immediately after seeding and anchor mulch.
8,) Inspect all seeded areas and make necessary repairs or re5aedmg5 within the planting
season, if possible. If stand is less than GO%a established, the entire area shal[ be
reseeded accardmg to 5pecification5 using the original lime, fertilizer and seeding rates.
9.) Consult a Conservation Inspector on maintenance treatment and fertilization after
permanent cover is established,
'Apply: Agricultural Limestone - 2 tons/acre (3 tonslacre in clay sails)
Fert1112er - 1 ,000 IWacre - 10-10- 10
5uper-phosphate - 500 IWacre - 20% analysis
Mulch - 2 tonslacre - Small grain straw
Anchor - Asphalt Emulsion @ 300 gals/acre
SEEDING SCHEDULE
(REVISED, 1-1-86)
Shoulders. Side ditches. Slopes, 3: 1)
Q= TYPE PLANTING RATE
Aug. 15 - Nov. 1 Tall Fescue 300 lbs.
/ acre
Nov. 1 - March 1 Tall Fescue and 300 lbs.
/ acre
Abruzzi Rye 25 lbs. /
acre
March 1 -- April 15 Tall Fescue 300 lbs.
/ acre
April 15 - June 30 Hulled Common Bermudograss 25 lbs.
/ acre
July 1 - Aug. 15 Tali Fescue and 120 lbs.
/ acre
and Browntop Millet 35 lbs.
/ acre
or Sorghum - Sudan Hybrids 30 lbs.
/ acre
SLOPES (3:1 to 2:1
March 1 - June 1 Sericea Lespedeza (scarified) 50 lbs.
/ acre
and
(March 1 - April 15) Add Tall Fescue 120 lbs.
/ acre
(March 1 - June 30) Or Add Weeping Lovegrass 10 lbs.
/ acre
(March 1 - June 30) Or Add Hulled Common Bermudograss 25 lbs. / acre
June 1 - Sept. 1 Tall Fescue and 120 lbs.
/ acre
Browntop Millet 35 lbs. /
acre
or Sorghum - Sudan Hybrids 30 lbs.
/ acre
Sept. 1 - March 1 Sericea Lespedeza (unhulled - unscarified) 70 lbs. / acre
and Tall Fescue 120 lbs. / acre
Nov. 1 - March 1 Add Abruzzi Rye 25 lbs.
/ acre
Consult Conservation Engineer or Soil Conservation Service for additional
information concerning other alternatives for vegitation of denuded areas. The
above vegetation rates are those which do well under local conditions; other
seeding rate combinations are possible.
Reseed according to optimum season for desired perminate vegitotlon. Do
not allow temporary cover to grow over 12" in height before mowing, otherwise
fescue may be shaded out.
6 O pF.
POSTS NA1' N fY'LMER WnNFF. vV R(SIyTxl:.
ip- V OK PIPE. V A[A. FWm 'FN.ShE STiiWTH
W Al(9PlPQOF
Of, OR Ill LSRF P Y FAm CA[E FAB
suu sTe
- y.. r
haticliFllFp r 1 . tr ITT
I...:...
-r . - - -
Ih�1
1 .T• 1 [-
,fir .T� ��F 1 r
a
r� E � .1 �Hj Ef
_.L I...;.i..;...1.€rL-r
fl1
r
i,
Nf1M1�4
WYARNING SMNSTO RE MADE OF DURABLE. WAIT:RPROOF AtATRIDAL
Ail. [.ETFKR4 TL) NE AY 1EAST 9�IQIES HX;H, [;LFARLY IEGIETE AND SPACED A4 INDI-
CATKD AEI3PR.
SIGNS TO AE P1ACED x,l FEET ON IT41T'ER, MAX.
SIGNS TO BE PJACED AT EACH P.ND OF 1.WPAR TKER PROMEION ARA7 AND tun-PPJrr ON
CFNTT.R THEREAPFER
• FOR TREE PRQFFCTTON AREAS LESS THAN 2l FFET 2N FERIMIKI PROVIIM NO 1j"
THAN ENE SIGN PER PROTECTION AREA AND16R SIDE.
ATTACH SIGNS ERCURFI.I• TO FENCE POSTS AND FARRiC.
FaRIC 11WWr ER ATTACH TO APPROVED POSTS CNLY. DO N7r ATTACH TO TIFFS-
. MARtTAIN THE P. PROTECTION FP.NCE THROUGHM-r DURATION OP PRCU ELT- FiNCING
MUST RIMI AIN UP RIL, HT AND .LACK FREE_
ADDFTIONAL SIGNS AND,OR PROTECTION L1F.ASl:RFS AiAY EE RI1N13RRD BY THE ",1,11-
MR(' DRPAR[MRNr EASED VPON ACTCAI. FIU.D CO..IpFIitTN5.
PAHUND 70 MAINTAIN TEFL+ rROTT•Y"noN MRMLI RES MAY RESIT LT IN F$11LS ANDjDR PRR-
NIT RITOWATIGN.
,3 E,metipd•tr4Jlsraal xu•n
RESSURI2ED WATER SOURCE
(CONTINGENT UPON WATER PROVIDE DRAINAGE AWAY
MAIN INSTALLATION)r _ r AA SEDIMENTFROM THE W4-TRAPASH FACK TO
DEVICE
Qr -� -KING
EEP A BROOM AND SHOVEL
T 1 CLOSE TO THE RACK TO CLEAN
THE STREET
ASH
RACK
rrE7TX'iA..IFMRPLpEP pACCEPTABLE WASH RACK
IT IS ADVISABLE TO PROVIDE oi�E' SECTION (�
SEPARATE ENTRANCE TO CA D
LIMIT TRAFFIC ACROSS THE WASHED STONE UNDER
RACK AND REDUCE WEAR AND SLATS TO DRAIN WATER AND
MAINTENANCE
SEDIMENT AWAY FROM THE
THE LOCATION MUST SLOPE AWAY A
FROM THE STREET OR STEPS MUST BE
TAKEN (GRADING, DIVERSIONS, ETC,)
TO P NT RUNOFF FLOWING IN
THE STREET r
FOUNDATION OF s' i
COMPACTED CRUSH AND
RUN STONE GEOTEXTILE SECTION 'A -A'
FABRIC
TOWN OF APEX STD. NO.
STANDARDS CONSTRUCTION ENTRANCE WASH RACK 00.06
EFFECTIVE: JANWY20, 2D15
VARIABLE AAi1HZ2CFFD' THQ QNGIWEER
MIN. I O GA.
FINE WARES
NOTES,
5 ITFN a NYW11N
,U Q54 PENCE OL E
DRAINAGE AREA DOES NOT
EXCEED } ACRE AND NQVER IN
AREAS OF CONCENTRATED FLOW.
2-END OF SILT FENCE NEEDS, TO BE
TURNED UPHILL.
3.WRAP THE SILT FENCE AROUND ALL
EXI5TING NRE HYDRANTS, 50
Ifl
r■
II �i�■������
:..:. ::...�
!
l`I wr+�!r m9i"
•■i
....
. ..........,.
.z,.,
rNSTALLE■ • -roilECOND
I
MIN. GA.
INTERMEDIATE
LITRES
e
R
THAT THEY ARE FULLY M5BLE -
FROM THE ROADWAY, OPERT
4,ALL SILT FENCE MUST HAVE A TEEL P05T
MINIMUM OF 5' OF CLEARANCE OVEN WIRE FABRIC
FROM THE FIRE HYDRANT. ILT FENCE GEOTEXTILE FABRIC
5.IF IN COMBINATION WITH TREEDAIN, WIDTHPROTECTION,
FABRIC SHALL BE LLSLOPEORANGE
IN COLOR AND SHALL
PRJ 1MDE PROPER 51GdAGE PER r1G 117�,r�'
STANDARD TREE PROTECTION L6PENCE
DETAIL-BADESID
2 MIN, COVER
'USE 057 WASHED STONE FOR '} OVER
REPAIR OF SILT PENCE FAILURES, HCHOR SKIRT AS
AND FOR ANCHOR WHEN 51LT DIRECTED QY ENGINEER'
RANT
4 AND
TER
FENCE 15 PROTECTING CATCH SIDE NEW FH IN5TALLAR
BA511J.
TOWN OF APEX
STANDARDS
TEMPORARY SiLT FENCE
EF��
EFFECTIVE:JANUARY20 HE
.
DESIGN OF SPILLWAYS
DRAINAGE
AREA (AC)
MIN. WEIR
LENGTH
(�
1
4
2
8
3
8
4
10
5
12
TOWN OF APEX
STANDARDS
EFFECTIVE! DECEMEER 31 2002
TOWN OF APEX CONSTRUCTION SEQUENCE
TOP ELEVATION OF STORMWAIER
,LEST WASHED STONE -
EXISTING SLOPE
RAP
NE
EXiSpN0 SLOPE -
STEP SEQUENCE
CHECK DAM
THE FOLLOWING SEGIN5 ONLY AFTER CONSTRUCTION PLANS ARE APPROVED, SIGNED BY TOWN STAFF AND COP]E5 ARE
RECEIVED:
i . THROUGH THE iNFRA5TRUCTURF IIJ5PECTION5 MANAGER AT (9 L 9) 249-338G, SCHEDULE A PRE -CONSTRUCTION
MEETING WITH IN5PECTORS AND OTHER,TOWN STAFF.
T IT APPLICATION OBTAIN FROM PLANNING DEPARTMENT).
I T T CTION F1=ICING INSTALLA ION PERM
2 FILL OUT R;=EIPRO E[ )
3. HAVE A SURVEYOR FLAG PROPERTY LINE5, EA5EMENT5, BUFFERS, TREE PROTECTION AREAS, AND FLAG THE
PROTECTION LIMITS.
4. CONTACT AN APEX PLANNING DEPARTMENT ZONING COMPLIANCE OFFICER AT (915) 249-342G TO REQUEST
APPROVAL FOR TREE PROTECTION FENCING LOCATIONS.
5. IN5TALL APPROVED TREE PROTECTION FENCING, SiGNS, AND/OR ANY OTHER PROTECTION MEA5URE5 THAT MAY BE
REQUIR1=D. CALL PLANNING AT 249-342G FOR A FINAL INSPECTION OF PROTECTION MEA5URI=5. PLANNING WILL
FORWARD APPROVAL TO WATER RESOURCES, ER05ION CONTROL FIELD STAFF,
G. 5UBMiT THE APPLICABLE 5tE PERFORMANCE GUARANTEE TO THE DEVELOPMENT 5ERVICE5 SUPERVISOR AT 249-33,34
IN DEVELOPMENT SERVICES. AN INVOICE CAN BE REQUESTED FROM WATER R.E50URCE5 AT (9 19) 3G2-5I GG, THE
ER0510N CONTROL LETTER OF PLAN APPROVAL WILL NOT BE 155UED UNTIL THE GUARANTEE HAS SEEN 5UBMITTED.
THE GUARANTEE WILL BE RETURNED ONCE ALL 5TORMWATER CONTROL MEASURES (5CM5) HAVE BEEN CONVERTED
AND ACCEPTED BY THE TOWN, ALL TEMPORARY ER0510N CONTROL MEA5URE5 HAVE BEEN REMOVED AND THE 5ITE 15
100% PERMANENTLY STABILIZED.
7. REQUEST A LETTER OF PLAN APPROVAL FOR 5EDIMENTATION AND ER0510N CONTROL MEA5URE5 FROM WATER
RESOURCES STAFF AT (919) 3G2-8I GG.
S. COMPLETE AND 5LJ15MIT AN ELECTRONIC NOTICE OF INTENT (E•-NOI) FORM WITH NCDEMLR REQUESTING A CERTIFICATE
OF COVERAGE (COC) UNDER THE NCGO I CONSTRUCTION 5TORMWATER GENERAL PERMIT. V151T THE FOLLOWING
WEB5ITE:
HTTP5 J/DEO. NC,GOV/ABOUTIDIVI51ON5/ENERGY--M [NER2�AL-LAN D-RESOURCES/ENERGY-MINERAL-!AND-PERMIT5/
STORM WAT E R- PERM IT51CO NSTRUCTI O N -S W .
9. COMPLETE A GRADING PERMIT APPLICATION AND RECEIVE A GRADING PERMIT FROM THE BUILDING IN5PECTION5
PERMITTING DEPARTMENT AS REQUIRED BY THE NORTH CAROLINA BUILDING CODE APPENDIX J FOR GRADING, BOTH
THE GRADING PERMIT AND CERTIFICATE OF COVERAGE FROM NCDEMLR MUST BE 5UBMITTED TO THE ENVIRONMENTAL
FIELD SERVICES 5UPERV150R PRIOR TO THE COMMENCEMENT OF ANY LAND D15TURBANCE ACTIVITY.
10, IN5TALL GRAVEL CONSTRUCTION ENTRANCE, TEMPORARY DIVERSIONS, 51LT FENCING, 5EDIMENT BASINS, BYPASS
CHANNELS, AND/OR OTHER MEA5URE5 A5 SHOWN ON THE APPROVED PLANS. CLEAR ONLY AS NECE55ARY TO IN5TALL
THESE DEVICES.
1 1 . WHEN COMPLETED, CALL WATER RE50URCES STAFF AT (91 9) 3G2-8 I G6 FOR AN ON-5ITE LN5PECTION AND TO
REQUEST A CERTIFICATE OF COMPLIANCE. WATER RE50URCE5 WILL AL50 FORWARD A COPY TO THE BUILDiNG
LN5PECTION5 * PERMITTING DEPARTMENT.
i 2. POST GRADING PERMIT PROMINENTLY ON 5ITE AT ALL TiME5.13. BEGIN CLEARING" GRUBBING, AND ROUGH GRADE OF
THE 5ITE IN ACCORDANCE WITH THE APPROVED GRADING PLAN,
13, BEGIN CLEARING, GRUBBING, AND ROUGH GRADE OF THE 51TE iN ACCORDANCE WITH THE APPROVED GRADING PLAN.
14. 5TOCKPILE A SUFFICIENT AMOUNT OF TOP501L TO COVER 3 INCHES OVER LAND5CAPED AREAS AT THE END OF THE
PROJECT.
15, INSTALL STORM SEWER, iF APPLICABLE, AND PROTECT INLETS WITH INLET PROTECTION DEVICES, SEDIMENT DEVICES,
ANDIOR OTHER APPROVED MEA5URE5 AS SHOWN ON PLANS. MAINTAIN 5�E MEA5URE5 AS, NEEDED.
i G. AFTER COMPLETION OF ANY PHASE OF GRADING OR WHEN LAND-D15TURBING ACTIVITIES HAVE TEMPORARILY CEASED,
ESTABLISH GROUNDCOVER ON 5WALC5 AND DITCHE5 AND GRADED 5LOPE5 STEEPER THAN 3:1 WITHIN 7 CALENDAR
DAYS, 5LOPE5 THAT ARE 3: I OR FLATTER MUST f5TA6L15H GROUNDCOVER WITHIN 14 CALENDAR DAYS.
17, STABILIZE SITE AS AREAS ARE BROUGHT UP TO FIN15HED GRADE WITH VEGETATION OR PAVING.
18. PRIOR TO PLAT APPROVAL, ALL DISTURBED AREA5 BOTH PUBLIC AND PRIVATE, MU5T BE PROPERLY STABILIZED. ALL
TEMPORARY ER051ON CONTROL MEA5URE5 MUST BE IN5TALLED, BE FUNCTIONING PROPERLY AND BE MAINTAINED
FOR THE ENTIRE AREA CONTAINED WITHIN THE PLAT.
19. Fi.U5d AND CLEAN ALL 5TORMWATERSYSTEM PIPE5. CLEAN AND REMOVE 5EDIMENT FROM TEMPORARY 5EDIMENT
HOLDING DEVICES. FOLLOW THE 5CM CONSTRUCTION SEQUENCE FOUND ON THE GRADING AND/OR 5CM DETAIL
SHEET ON THE. CONSTRUCTION PLAN SET.
20, REMOVE ALL TEMPORARY DIVER51ON5, 51LT FENCING, 5EDIMENT BA51N5, ETC. AND PROVIDE ADEQUATE COVER OR
PAVE ANY RESULTING BARE AREAS. ALL PERMANENT ER0510N CONTROL DEVICES SHOULD BE INSTALLED AT TH15
POINT,
1 RIP -RAP
r._6 V
Idol" 13�f1LTER FABRIC
-VARIES----�
SIDE VIEW
1 EIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
2. KEY RIP RAP INTO THE DAM FOR
STABILIZATION.
00.05
EET 1 CIF 1
3/4- RAISED LETTERING
E (RECESSED FLUSH)
3) HEX HEAD 3/8'-24Xi 3/V-II-
AfNLESS STEEL BOLTS WITH
WASHERS ill NUTS
C
4) 1- DIA. HANDLING HOLES r
ON A 29 3/4' DIA. B.C.
AST -IN
N
TAINLESS
TEEL 1f 5
A n
tROD
3/4' RAISED LETTERING
(RECESSED FLUSH)
COVER SECTION
B-B FRAME SECTION B-B
COVER 6
AST -IN
TOTAL 150 LH
DIA GROOVE FOR
'1/4" DIA.
Lr
i NEOPRENE
FM27'
� T
�-�2T DiA 1
J
rL
l�r
I I
Y
25 1/4' DIA.
28• NA
19- pA
COVER SECTION A -A
FRAME SECTION A -A
TOWN OF APE}{MANHOLE
SRO. No.
STANDARDS (ROTATING WATERTIGHT
1
- TYPE 2 -
00.05
EFFECTIVE: MARCH 27 2024
NON TRAFFIG ONLY)
FRAME SHALL aE STALE
WITH RU58ER'D' RING
AND 80LTE9 TO MANHOLE
NOTE5r
AST IRON R COVER
I . FOR DEAD-END MANHOLES. GRADE FJN
THE INVERT5HALL5I! !YTENOED AS nCURED
MAX.
THROUGH THE MANHOLE. (2 COUg f,11AIP
MIN, H 3- I
2- ON THE INTER*R OF THE MAX' HOT,= 1 2`
MANHOLE, ALL. JOINTS B£TWE£O-
SECTIONS SHALL BE PARGED CONE SECTI
» p
1 TYI .
WITH NON -SHRINE: GROUT. HGT.= MIN 24'
3- ON THE INTERIOR OF ALL
MANHOLES, ALL JOINTS
TONGUE t GROOVE JOINT
BETWEEN SECTIONS SMALL BE
WITH RUBBER V_ RING
PARGED WnH PUCO-PLUG
OR RAM -NECK
QUICK SETTING GROUT.
INTERMEDIATE 5ELTI0
000 P51 CONCRETE
4. ON THE EXTERIOR OF ALL AS, REQUIRED
SREiNF, NOT SHOWN)
MANHOLES, ALL JOINTS MGT.- IC", 32', OR 46'
MIN, A5-0.12 IN'/FT
BETWEEN SECTIONS SHIALL BE
CO MU`OU5LY YRIAP1ED WITH
ATERT1G1iT JOIHi
ANHOLE OPENING A5
I2' WIDE WATERPROOF
PER PLANS (BY MANUFACTURER)
SITVMINOIJ5 TAPE.
LOPE-k PER FOOT
5. 5EWER MANHOLE5 WITHIN MCNOUTHiC LOWER
+
'....':
HAPEDINVERT
CONCRETE OR
1200 FEET OF FORCE MAIN OARRJ`L 4 EASE
MASONRY
CONNECTION SMALL HAVE SLAB SECTION
INTERIOR EPDXY COATED. VARIA6IP MGT-
' NO. 57 OR 67 5TONE
4' TO 10'
TOWN OF APEX
PRECAST IVIANHLDLE
STD. NO.
D0.0
5TANDARD5
TRAFFIC RATED
EFFECTIVE: MARCH 23, 2021
SHEET I OF 3
BOLTED FRAME k LID
SEE DETAIL 700.05 (2
2)
I. FOR DEAD-END MANHOLES,
(SEE NOTE 9)
THE INVERT SHALL BE
PROPOSED GRAD
EXTENDED THROUGH THE
MANHOLE.
.,
2. ON THE INTERIOR OF THE
MANHOLE, ALL JOINTS
BETWEEN SECTIONS SHALL
BE PARGED WITH
NON -SHRINK GROUT,
3. ON THE INTERIOR OF ALL
MANHOLES, ALL JOINTS
BETWEEN SECTIONS 'SHALL
BE PARGED WITH
INTERMEDIATE SECTIO
PRECO-PLUG QUICK
AS REQUIRED
SETTING GROUT. HEIGHT-
16'. 32'. OR 48'
4. ON THE EXTERIOR OF ALL
MANHOLES, ALL JOINTS
BETWEEN SECTIONS SHALL
BE CONTINUOUSLY WRAPPED
WITH 12" WIDE WATERPROOF
MONOLITHIC LOWER -
BITUMINOUS TAPE.
BARREL ill BASE
SLAB SECTION
5. SEWER MANHOLES WITHIN
VARIABLE HEIGHT
1200 FEET OF FORCE MAIN
CONNECTION SHALL HAVE
INTERIOR EPDXY COATED.
B. SWING LIDS ONLY ALLOWED
ON MANHOLES ELEVATED
GREATER THAN 24'OR
WATERTIGHT INSTALLATIONS.
TOWN OF APEX
PRECA�
ANHOLES Y3' ABOVE
GRADE REQUIRE EXTERIOR
STEPS
-0 MIN
1 TYR
TONGUE do GROOVE JOINT
WITH RUBBER 'O'RING
OR RAM -NECK
PSI CONCRETE
MiN
((RR NFORCEMENT NOT
f-O" to 10 , .
MIN AS-0.12 IN'/FT
WATERTIGHT
JOINT
-MANHOLE OPENINGS AS
PER PLANS (BY MANUFACTUR R)
OPE }'PER FOOT
+
APED INVERT
CONCRETE OR MASONRY
F'-0'
- B* NO.57 OR e7 STONE
STANDARDs (O U TF A LLS
EFFECTNE! MARCH 23, 2FI21
S
NOTE5r
AST IRON RING L COVER
I . THE SEWER LINE ENTERING A DROP MANHOLE
SMALL BE CONTINUOU5 MATERIAL FROM THE
UPSTREAM MANHOLE-
A n D I A
'Y
2. ONE INSIDE DROP PERMITTED WITHIN A 5 '0
MANHOLE. TWO 11I51 DE OROP5 PERMITTED •..
W.
WITHIN A G' 0 MANHOLE.
.•
!J TYP.
3, A DROP MANHOLE 15 UQUIUD WHEN THE
DIFFERENCE BETWEEN INVERT5 EXCEEDS 24'.
P
CRDED GASF;ETED PIPE CROSS
4- ALL JOINTS, WITHIN THE MANHOLE SHALL BE
OF THE MECHANICAL JOINTTYPE.
ON -SHRINK C4ROUT
5. IN51DE DROP PIPE DIAMETER, SHALL 8E THE
EWER LINE
SAME A5 THE INFLOW SEWER LINE DIAMETER.
G. 5TAINLE55 STEEL STP.APFING SMALL BE V
WIDE BY THICKAND ATTACHED TO THE
MANHOLE WALL WITH MASON RY ANCHORS.
TAINLERE STEEL STRAP 3' AL AA
(ANCHORED TO MANHOLE WALL)
7. WHERE DROP EXCEED5 24'. ASERVICE DROP
CONNECTION WITH CLEANDUT SMALL BE GROUTED INVERT
PROVIDED IN ACCORDANCE WITH THE
0 DEGREE BEHO
STANDARD DETAIL.
L+` i
" 167 OR 057 STONE
ELEVATCN
I
TOWN OF APEX 5TD, No.
5TANDARD5 DROP MANHOLE OO.Q7
EFFECTIVE: MARCH 23. 2021 SHEET I OF I
-[j 2' GALV. STEEL 90' ELBOWS
STRAP SPACING.
EVERY 3' & MIN UIR D EVE MINIMUM OF 2 RER E
UG X ;' GALV. STEEL STRAP
11 SCREEN j
GALV. STEEL PIPE
VENT
'VARIABLE-
S PLANS
EE
r-- 'OW
FLOW �
- -
0)),
X 4'BTRE,
iSRI
NOTES: FLFYADQN
1. LOCATION OF VENT PIPE SHALL HE AS DIRECTED BY THE CONSTRUCTION INSPECTOR.
2. WATERTIGHT RING AND COVER VENT TOP TO BE A MINIMUM OF 2FT. ABOVE 100 YEAR
FLOOD PLAIN ELEVATION.
TOWN OF APEX MANHOLE L70:)06�.�1�3
ND.
STANDARDS VENT
EFFECTIVE: MARCH - 2-
ATE OF MANUFACTURER BOTTOM VIEW
LETTERING D
WIT .g RECESSED
211A S� LETTERING
RECESSED (r 0
0
ll (2) OPEN
frA� PICKHOLES
0
(2) 1' DIA.
VENT HOLES
" LETTERING
p�wllr RECESSED
NAME OF R•r O
AiANUFAC70RER
IR. COVER SECTION FRAME SECTION
�S I B' IN
��s 1/2" DIA r I 1 ITV DI
1J 71 2' /
�9ICE +p 2 3/ -21' DIA-
15/18� DIA.
pTJWfT 11/1s' �3 1/4' Df
i$ THE FOLLOWING MANHOLE COVERS SMALL HAVE VENT HOLES:
fp, y SANITARY SEWER
• STORM SEWER
THE FOLLOWING MANHOLE COVERS SHALL NOTHAVE VENT
�A T HOw TER VALVES
• WATER AIR -RELEASE VALVES TOTAL 280
9910E 9(X FORCEMAIN AIR -RELEASE VALVES
TOWN OF APEX STD, NO,
STANDARDS (TYPE 1 - PAVED AREAS, H-20 00.0
EFFECTIVE: MARCH 23.2024i or
REQUIRED F�6 FEET REQUIRED FOR DEPTHS5-16 FEET
FINISHED GRADE FINISHED GRADE /
Ali
r~ METALLIC LOCATOR
7'
z TAPE SHALL BE `
INSTALLED Is' BELOW '''•''
y•: r R .' '•.i ` FINISHED GRADE FOR :yes•
ALL PVC MAINS
3' MIN. COVER
•I:.�:.: ^- •. 3' MIN. COVER -
NON -TRAFFIC
ACKFILi. • � NON -TRAFFIC
`•�
4' MIN. COVER - TRAFFIC INITIAL LIFT: 12' MAX. ti ir. 4' MIN. COVER - TRAFFIC
NON TRAFFIC AREAS: 12' MAX.
.''.
�'. LIFTS
TRAFFIC AREAS: B" MAX. LIFTS •"r f'
COMPACTION: 95% MAX. DRY
.."+ v•" : DENSITY
(STANDARD PROCTOR)
9 NO. 57 OR 07 STONE6.
TRENCH WIDTH TREENCH WIDTH
MIN: PIPE OUTSIDE DIA. +W EACH SIDE MIN: PIPE OUTSIDE DIA. +8' EACH SIDE
MAX: PIPE OUTSIDE DIA+ +12' EACH SIDE MAX: PIPE OUTSIDE DIA. +12' EACH SIDE
NOTES-9
i. FOR TRENCHES REQUIRING SHORING do BRACING, DIMENSIONS SHALL BE TAKEN
FROM THE INSIDE FACE OF THE SHORING •4 BRACING.
2. INSTALLATIONS ] 13 FEET AND [ 20 FEET DEPTH SHALL BE DIP OR C900 DR
1s,
TOWN OF APEX
SANITARY SEWER PIPE BEDDING &
SM. NO•
700.01
STANDARDS
B A CK FI LLI N G
EFFECTIVE= 3ULY 27, 2025
•a ";•' IT •"�'`.' • TONE BASE STANDARD ALT
+" 'i "• y' MANHOLE SURFACE
. _'r w .'•• RING & COVER ..,. F .:f
r. .,T }
! .• fi^ s a.wL m �':.�,' .•1 r fey„_ ¢ •r. •_ _•: , g,° L
r•
rr
i
' -''S•' `'.' . f .•y.j �;` ��,�Ti ` • ASPHALT TANDARD MANHOLE GONE
BAS•r{ `~ A' +•• �r (DEPTH PER
sK; PAVEMENT
DESIGN)
PLAM! SECT1 M
TOWN OF APE MANHOLE RING & COVER "" n
STANDARDS ENCASEMENT 700.06
EFFECTIVE: JAHIIARY 2I 2014
THE= 51GNATUIE5 AFFIXED BELOW CERTIFY THAT TH15 5HEET HA5 BEtN REVIEWED AND APPROVED 50LELY
PER THE 0ERTIPICAT ION5 51GNPD
ON THE COVER 5HEET Of THE5E CON 5TRUCTION PLAN5.
PW - TRAN5PORTATiON
DATE
WR - 5TORMWATEK
DATE
BUILDING 1N5PECTiON5
DATE
PLANNING
DATE
WK - UTILITY ENGINEERING
DATE
PLANNING - TRAN5PORTATION
DATE
ELECTRIC
DATE
FIRE
DATE
WR - 5 * E
DATE
PARKS, RECREATION *CULTURAL RE5.
DATE
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221 N. SALEM ST.
SUITE 001
PO BOX 1062
APEx/ NC 27502
Office: 919-W7-1174
Registration: P-0151
www.jonescnosson.com
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DATE
JANUARY 3, 2022
PEV15ION
41812E PER TRC