20241011 Ver 1_D-1513 - Belhaven Harbor Park_20240725

e
s'
10
N N 116 f9'54-E ate.12' a - S,1,T"C0
S 854 Y3'48'E 6.9 o9F61-
N 7458'19"E 1.20' <` I+ ,' SITE
I
a
N 0648'58'E 61.00' i •I �.41 REVISIONS:
II Vicinity Map
AJI SCALE:1"=soo'
N 024251'W 1760'
1' 1
4
PICNIC SH£[2R NIM '.O��/ II //
ccwcRnE PAas suRRouNwNc —4�,/ — ��P/' i°1
I 11
smcK vArEres surereouxwNc nAc vac BAg ti�
_ I
N 2550102'W 5a63' r�-7�/�—I / a•, /// II ...
WYNN'S GUT P P Bu aN oO wA wLrcwnr As cpv Site Data
/ ti W TOTALACREAGEINSITE: 0.842±AC
N 412473'E 96.68'
° TOWN OF BELHA BEN W /j DISTURBED ACREAGE: OAGE AC
/ l L'y] /
N 473651'W 1244' / / I,xz-� O.B.1020 PG 437 \ R:� /j/ CURRENT ZONING: MB(MARINE BUSINESS)
AREA I F' - TAX PARCEL NUMBER: 7605-78-2861
uroovcN eaARDwALK / I •'.I 0.176 AC I\ I �, _a GROSS FLOOR AREA: 1,6645F
xom RAluNc N47:T631'W 200' BUILDING LOT COVERAGE: 0.00%EXIST.,4.54%PROPOSED
TOTAL SQ.FEET OF EXIST.IMPERVIOUS AREA: 0.00 SF
°N 4474'S6'E 54.63' //y / N 44TA6:56"E 79.05' I T Qi C4 (,1 TOTAL SQ.FEET OF PROP.IMPERVIOUS AREA: 3,247 SF Y
I I tj P REFERENCES: D.B.2003,PG.4111 N W
ems----G--ONu— _oNu_ I I GO D.B.1020,PG.435 W nw/
N 4144'09'E 225.38' - - - - - - - - - - wnsTc vuuvour _O��ONu__ / i Fa •J D.B.1020,PG.435ca
- N°-_ \�
/ / D.B.1989,PG.074 /� '^ O
- —ZONE1—� / oNu �� w .I ADDRESS: 284 EAST WATER STREET [L VJ (6
N 3640'08"E 6.22' /L ,l V
r APPROXIMATE LIMITS OF 30'CAMA SETBACK y0�� PR I t' .'1 Z 0
l AND TAR-PAMIICO RIPARIAN BUFFER ZONE I //
Fes/ 1 ZONE'————ZONEI————ZONE 1—— ___—RIP' / I I, O C T
W j PVC SNK0 CA BUtM1EA0 ZONEY———ZONE'r———ZO, ——— � G
W ww uroo CAP _ —zoNET—— ZONEr-——— Q/ d m Q c
——ZONEI——---------- M
W 25'
�_ Lf d U
CJ g i —RIP—————RIP' f J Q '0
0 RIP—————RIP———— £' AWN'BAR 014 LINE ., General Notes:
CJ' 3 RIP-----
RIP————— (DISTURBED) -1 LL)
RIP—— —RIP————— I s 0 Y- 1. CONTACT NORTH CAROLINA ONE-CALL CENTER,INC.INC ONE-CALL)AT 811 TO HAVE ALL D 1J,J
c� a APPROXIMATE LIMITS OF TOWN OF BELHAVEN I p, 4 { UNDERGROUND UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING. �/ m
r PROPOSED 50'TAR-PAMLICO RIPARIAN BUFFER D.B.2003 PO.4111 WOODEN BOARDWALK RAMP
z - u I 2. THIS PROPERTY IS LOCATED IN A FLOOD ZONE'AE'(AREA DETERMINED TO BE INSIDE THE 1% 06
1 4 WOODEN STAGE AREA 1"PVC DOMESTIC
2 6'WOODEN BOARDWALK RAMP I CONNECTTO EXI5T. L ANNUAL CHANCE FLOOD)AS SHOWN ON THE FEMA FLOOD INSURANCE RATE MAP NUMBER W
(� ,y. 0.842 AC _ WATER SERVICE 3720760400K,EFFECTIVE DUNE 19,2020.(BASE FLOOD ELEVATION=5.0±NAND 88) W
-�' - I .• _ 3. PAVEMENT SECTIONS ARE AS INDICATED ON PLAN SHEETC-X. \ w
4. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. y /
—w—w— .'�: w I 4 EA7SRNO REBAR • - —— 5. REFER TO M.E.P.PLANS FOR COORDINATION OF BUILDING UTILITY SERVICES. m
f` ___ RESOTROOM w . —w NOT HELD I �, I I _
OT7EDFRO/REFERENCES \ S'CONCRETE WALK Oeu————oeu—— —oeu oeu———— _ — - 6. CONTRACTOR SHALL STOCKPILE TOPSOIL FOR USE IN LANDSCAPE AREAS. Q C
\ ¢ —
WWI.BOUNDARY/S NORMAL --- ORu BUILD I oRu o 0Nu——— oNu —
'ONWATERLINEATBULKHEAD. \ oNu— --OFU --oHu --ou -- Ru — —23' — — `¢`� 7 REFUSE COLLECTION SHALL BE PROVIDED BY PRIVATE SERVICE
ED T
2 3
_ _�.. t RR SPIKE SET IN POKER POLE B. LESS THAN 0.5 ACRES DISTURBED-STORMWATER AND EROSION CONTROL NOT REQUIR J O
q —— _—_ —_— — - m -v 9. A REDUCED PRESSURE PRINCIPAL BACKFLOW DEVICE IS REQUIRED ON THE DOMESTIC ■.■
_ o'utEr,scAcw voc of VRovcRry uxc WATER SERVICE. W
-- S447456"W 164.12' _s-- s--_—s_ 5447456'W 146.92' I \ 10. SITE SHALL MEET ALL RELATED ACCESSIBILITY CODE REQUIREMENTS. /� w
\ \ s--_—s--_ 54474S6'W d75' W
PAMLICO STREET 11. NEW BUILDINGS MUST COMPLY WITH NC FIRE CODE SECTION 510-EMERGENCY
4"PVC a \ 1%M NSEWER SERVICE --s----s-- _ \\ RESPONDER RADIO COVERAGE.
S 4474$6"W 31.71' 24-- BP NOT NE[D CON.SERVICE
-{-- —-I-s—L--(.1 (PUBLIC R/W VARIES) 12. BOUNDARY AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PREPARED BY ARK
\Rp � � (Ra:SAtlfl•Fm 1oxN o* APPROX LOCA DON OF EXIST.SERVICE g `-by
\ ,' CONSULTING GROUP,PLLC AS SHOWN ON DRAWING ENTITLED"BOUNDARY AND
w aaxAl£N BY.AUIES.!ALBTRA EXIST SAN SEWER SERI/ICE
ARx 6 20Tx uTRccracm) g \ TOPOGRAHIC SURVEY"DATED MAY 21,2024,ATTACHED TO THIS DRAWING SET FOR
(SIZE&MATERIAL UNKNOWN) REFERENCPE
(PER NC811 LOCATE) 24"PLLAN \ .
� � III \
\ PN 4 —— y
vrre ON Ao.las+m PRovBRry Toy f \ $ \/° Z
'�\ � x I I /� • J o�
FISHING CREEK Sheet Index z piY�
j PROPERTIES LLC a l r U1.3 w
D.B. 1989 PG 74 g o Y /C I\ (•- # Title o A, -
C1.0 Site&Utility Plan v An
C2.0 Demolition&Erosion Control Plan
C2.1 Erosion Control Notes&Details U9
_ I
4 /cs l l C3.0 Grading&Drainage Plan w
I/ ��a�SNCAROy..
[i C4.0 Miscellaneous DetailsL — — — — — — — — — — — — —
- 3197
jREF Survey-Ark Consulting Group,PLLC(1 Sheet)
I I- rywANiimno`�s����� 9
20' 0 10' 20'
9/25/2024 �
Project Manager: BCF §
SCALE 1 inch= 20 ft Drawn By: DLC
Checked By: TGN h
Project Number: 24014
Owner/Developer Engineer Drawing Number: 6-1513
qjr
Town of Belhaven Ark Consulting Group,PLLC ^315 E Main Street 925 Conference Drive-Suite ABelhaven,NC 27810 Greenville,NC 27858
[phone] [phone] ■ _1 O
Know wEArs BELOW Contact:Lynn LY Davis Contact:Bryan C.Fa undus,PE
CALL BEFORE YOU DIG' ry g
Boo-Ks�arG [e-mail] [e-mail] Date: July 23,2024 3

Demolition Notes:
1. CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE-CALL CENTER INC 811)
I° BY DIALING 811 OR 1-800-632-4949 AT LEAST 72 HOURS IN ADVANCE OF ANY
' LAND DISTURBING ACTIVITY OR DIGGING AND HAVE ALL UNDERGROUND
UTILITIES LOCATED PRIOR TO EXCAVATING OR TRENCHING.
�_ i. •°{ 2. THECONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE p
J PERMITS REQUIRED FOR DEMOLITION WORK. a
3. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESSTHE OWNER
AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO
PERSONNEL,EQUIPMENTAND/OR EXISTING FACILITIES IN THE DEMOLITION
da ANDCONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS.
N/,ws954 E0012 ° - 4. EXISTINGCONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND
n a.
ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL,ELECTRICAL AND
S 8543'48'E 6.97' la' �.•IL,� MISCELLANEOUS STRUCTURES.IT IS THE RESPONSIBILITY OF THE CONTRACTOR
TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO
N 7453'19"E 1.20' > BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT.IF CONDITIONS
' ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN
THOSE SHOWN,THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
5. ALL DEMOLITION WASTE AND DEBRIS SHALL BE REMOVED BY THE CONTRACTOR
T I d AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE
N 0648'58'E 61.00' / /D, WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.
6. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED REVISIONS:
UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL
AUTHORITIES.
BY A LICENSED HAZARDOUS cr it A A.
/ nJ CONTRACTOR.CONTRACTOR SHALL
7. ASBESTOS OR HAZARDOUS MATERIALS,IF FOUND ON SITE,SHALL BE REMOVED
-', NOTIFY OWNER I IMMEDIATELY IF HIAZARDOUS MATERIALS ARE ENCOUNTERED.
N 024251'W 1760' csG.1 -
\ 14 8. CONTRACTORSHALL PROTECT ALLCORNER PINS,MONUMENTS,PROPERTY
/ i CORNERS,AND BENCHMARKS DURING DEMOLITION ACTIVITIES.IF DISTURBED,
CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR
AT NO ADDITIONAL COST TO THE OWNER.
P1a/rc svEL>ER xrw tipd\\�� I `! P { i 9. CONTRACTOR SHALL ADHERE TO ALL LOCAL,STATE,FEDERAL,AND OSHA
ccwcRErE PABs suRRouNwNc " i zC II ,1 REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES.
/ n - - c xz`xA xis ��L1P' { 10. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN
xl+: ACCORDANCE WITH THE NCDOT STANDARDS,AND AS REQUIRED BY LOCAL
VAF>=res surexourvwNc nAc vac aA.s j I,Tp`'was a-�--sueP�I sel I AGENCIES WHEN WORKING IN AND/OR ALONG STREETS,ROADS,HIGHWAYS,
_ ETC.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN APPROVAL
'' c I i ANDCOORDINATE WITH THE LOCAL AND/OR STATE AGENCIES REGARDING THE
N 1550101'W 5063' I t""�I c/ 1 I NEED,EXTENT,AND LIMITATIONS ASSOCIATED WITH INSTALLING AND
f`c'0 xc•kcK c. xa C_ MAINTAINING TRAFFIC CONTROL MEASURES.
11. CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND
ITEMS FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION ACTIVITIES
PVC SHfEiPttE BU[NHEAO XfIH Mtl00 WALKWAY AS CAP I "c�
V V 1 NN'S GUT j / 12. CONTRACTOR SHALL REMOVE EXISTING VEGETATION AND IMPROVEMENTS
�T��
N 412473'E 96.68'
TOM OFBELHAUEN � I W(n �/ WITHIN LIMITS OF DISTURBANCE UNLESS NOTED OTHERWISE.
N 473651'W 1244' / I - � D.B 1020 PG 437 I.. �.� /e-/ 13. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
3L
w"NrDEN BaARBwALK l ,r l l x I CG / REMOVED SHALL BE PROTECTED.
0.176 AC xcr �1 l i 2* a,
N 473651'W 200'
ptlCO RANNC I WOOB f£NCf h /
�rR, PAR y \_3' r -J `1 F C4 I.I Erosion Control Provisions Z Y
- N 4474'SB'E 5..63' / I N 44TA556"E 79.05' - 1. NO PERSON MAY INITIATE A LAND DISTURBING ACTIVITY BEFORE EROSION LV
Hu. r P I P CONTROL MEASURES HAVE BEEN INSTALLED. J LV N
N 4144'09'E 22538' _ _ _ wnsrE vuuvour `s s --1�-YJ-- -O"u--
'�oHu-- / xis' { F"a '• 2. SEED OR OTHERWISETORESTRAIN
EROSIVIDE ON
FOR ALL
ER EXPODEVICES PE STRUCTURES
D C
ti r - 10-- _ O. SUFFICIENT TO RESTRAIN EROSION FOR ALL EXPOSED SLOPES WITHIN 7 DAYS OF a O
xis xcs > rxG. " COMPLETION OF ANY PHASE OF GRADING ON PERIMETER AREAS AND SLOPES J /�
-zoNEt xr STEEPERTHAN3:I.ALL OTHER AREAS SHALL BE STABILIZED WITHIN 14 DAYS. O li U
N 3640'06'E 6.22 L aOP LO wDdf�' is L o x+ c / WGeI e -' 3. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION O
\ y ����111 � CONTROL DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. F.F� t
/ I
ANDR�AR-PAMOCO RIPARIAN BUFFER ZONE r itip� RP 41 a1 FAILURE TO KEEP ALL EROSION CONTROL DEVICES IN PROPER WORKING ORDER O
I I MAY RESULT IN A STOP WORK ORDER OR CIVIL PENALTIES UP TO$5,000.00 PER Z O J Z
Fx1 o SILT FENCE ITYP) \ �3 I ZONE1----ZONEI----ZONE 1-' i I'g II DAY OF VIOLATION. c
-ZONE1---- -RIP' 1 d O G w o -ZONE'r--- /--- I I 4. THE ENGINEER RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION
wM SHEEmNE BULKHEAD N�ZONEY--
w xvao ----20NE1----ZONEt-- + . CONTROL MEASURES SHOULD THE PLAN OR ITS IMPLEMENTATION PROVE TO v QtZONE1LIMITS OF DISTURBANCE xc c ° BE INADEQUATE. Z0.40 ACRES , Loo/_LOD�Loo/_ o 5. EROSION CONTROL MEASURES SHALL BE MAINTAINED AND INSPECTED AS PERCONCRETE WASHOUT O xr c THE DETAIL SHEETS SHOWN.Otii zr I xcr xcr xc ___ -F�o Lao Loo� ��I
RIP-----RIP i5 Mq4 BAR ON L/NE 6. PLEASE BE ADVISED OF THE RULES TO PROTER AND MAINTAIN EXISTING N
C7 -
RIP-----RIP----- 1 O/57URBfD) O Y { BUFFERSALONG WATERCOURSES IN THE NEUSEANDTAR/PAMLICO RIVER O w O
RIP----
R I P-----RIP-- o-- ® LL 111 i
ij //� APPROXIMATE uMrTS OF TOWN OF BEL`AVEN BASINS.THESE RULES ARE ENFORCED BY THE DIVISION OF WATER QUALITY LLJ
Z I / 50"TAR-PAMLICO RIPARIAN BUFFER - D.B.2003 PG 4111 g { (DWQ).DIRECT ANY QUESTIONS ABOUT THE APPLICABILITY OF THESE RULES TO m
o YOUR PROJECT TO THE REGIONAL WATER QUALITY SUPERVISOR,WASHINGTON W Z
4r• °d N��LOO�Loo _ __+--- MEA REGIONAL OFFICE AT 252 946-6481. N
\ n \ - -�� Loo LOD LOD Loo�\ 0.�4oDAI I Lod LOD y 7. ACCEPTANCE AND APPROVAL OF THIS PLAN IS CONDITIONED UPON YOUR od W N
-A-' I LOD FO°Tc COMPLIANCE WITH FEDERAL AND STATE WATER QUALITY LAWS,REGULATION Z > w N
i as as is s° as °. - O
\v f ZONf'\ x 1 is x$r c xcr xcr c e c OAN
C' OHO o0�00 i
CRfBAR , - - AY ALSO APPYDTO THIS LAND DITURBING ACTVITYDITION CAL CITY AND COUNTY DINANCES OR RULES In
o Oo 8. LAND DISTURBING ACTIVITY BEYOND THAT RE UIRED TO INSTALL APPROPRIATE.xr x+r o 4OPERTY LINE SHOWN/S x30 \o O 10oOo LD ( •, - __ Q\ O o -- EROSION CONTROL MAY NOT PROCEED UNTIL EROSION CONTROL MEASURES
WWI. FROM REFERENCES r \ _ / OOo ��01UAL BOUNDARY/S NORMAL o \ \ aHu= +-oHu----GHU----GHU----OHu--- oHu----oHu-- -cpU----oHu oHu----aHu----oHu----onu----oHu-- -- -- ARE INSPECTED AND APPROVED BY THE CITY.'GN WATER LINE AT BULKHEAD. o 1� \ TEMPORARYGRAVEL I SPIKE SET/N PoRER POLE 9. INSTALL ROCK INLET SEDIMENT TRAPS AROUND ALL CATCH BASINS,DROP O O
-AG--_- PROTECT EX.UTILITIES(TVP) / CONSTRUCTION ENTRANCE M EL=500 INLETS,ANDYARD INLETS. F
__ W
j sF 5F 5F 5F SF-`- 5F-s=-_ s BF sF SF0,1fkFi=6fAGF59F^'^^^^'^^"""SF v 10. PROVIDE 20'X 50'X 6"STONE CONSTRUCTION ENTRANCES AS SHOWN ON Q Loo PLAN. LV
,. S 447456'W 184.12' - s--__s G 5 S 07456 W 146.92' S 447456"a W 375' ,.I: IO M
\ - L \
PAMLICO STREET
EP NOT HELD - 1 (PUBLIC R/W VARIES)
S 447456"W J1.71' c s�Rp r\�Pme (lam o,H �AIFROX LOCADON OF I --- G�s `ss
% peA 'A EXIST SAN SEWER SEROCE(SIZE&MATERIAL UNKNOWN)
(PER NC811 LOCATE) zs'PECAN
PIER a+aB.ewum PRBVERn �IpNf \\ c \\{ /__ y lI / i / \�\/• z
„o
�\ -%Ia\
x• x ,r Construction Sequence: 'p
o 0 x
`� .fir°--------- a�9
CONTRACTOR MUST SCHEDULER PRE-CONSTRUCTION CONFERENCE WITH THE z Z'm E
EROSION CONTROL OFFICER PRIOR TO INITIATING ANY LAND DISTURBING ACTIVITY. Q w
FISHING CREEK 9� h4 /I x�q,_:I 0�w v a
PROPERTIES,LLC \ I $ .� 1. EROSION CONTROL MEASURES
D.B. 1989 PG.74 c I o
� 1 I / 2. STRIP AND STOCKPILE TOPSOIL
I \ x�+;' tob
3. GRADING FOR BUILDING AND BOARDWALK INSTALLATION
xar e c a s r / `, 4. STORM DRAINAGE INSTALLATION w?PCo f
4 5. UTILITY INSTALLATION IS v ob x
q'{ / P d 6. BUILDING AND BOARDWALK CONSTRUCTION
c 7. UNDERGROUND ELECTRIC INSTALLATION v 3
8. PLACEMENT OF CONCRETE SIDEWALK m17�3
--- ---_ q c� • a 9. LANDSCAPING,SEEDING&MULCHING , FiFF +A
6/ II,HOAR
\ z _3 / �9.I NOTE: �`QRS.......DjA'i. §
xcr - ____� 0 1 tl�/ MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATION IS ESTABLISHED `,�'' C••?9
c _°1 (>80%COVERAGE) •4�••' o
I • REMOVE ALL EROSION CONTROL MEASURES AND VEGETATE/STABILIZE 3197
i LOCATION OF PREVIOUS EROSION CONTROL MEASURES.% .y
SEVERAL ITEMS LISTED ABOVE MAYBE CONSTRUCTED SIMULTANEOUSLY.AN
ANTICIPATED TIME SCHEDULE OF 7 MONTHS IS EXPECTED FOR THIS PROJECT. A�++4gFFFF•A••S�N`, 9
9
9/25/2024 �
Project Manager: BCF §
Dmwn By: DLC
Checked By: TGN h
Project Number: 24014
Drawing Number: D-1513 B
qjr
3
z o io' zo' �2.0
KNOW WHATS BELOW
CALL BEFORE YOU DIG'
-800-632A949
WWW.NC0110RG
SCALE 1 inch= 20 ft I Date: July 23,2024 �

SANDBAG
10 mil PLASTIC LINING "ECTI.N'B'-11
�FILTER FABRIC
-p SECTION A-A
3 O d d d 8'MAX.STANDARDSTRENGTH FABRICW/WIRE FENCE
UTH ANDL
FLAGGING ON I, BERM WOOD FRAMESECURELY a 6'MAX.EXTRA STRENGTH FABRIC W/O WIRE FENCE
3 SIDES FASTENED AROUND Q NOTES: O
10'MINIMUM ENTIRE PERIMETER 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND
WITH TWO STAKES AFTER EACH RAINFALL.MAKE ANY REQUIRED REPAIRS 4
K
© 0 O 0 10'MINIMUM IMMEDIATELY
SANDBAG TWO-STACKED 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, 12 GAUGE,4"x4"WELDED WIRE FABRIC
2%12 ROUGH TEAR,DECOMPOSE OR BECOME INEFFECTIVE,REPLACE IT
Q B WOOD FRAME PROMPTLY
CATCH BASIN, E. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO
A A PROVIDEADEQUATESICRAGEVOLUMEFORTHENEXT
10 mil PLASTIC LINING YARD INLET OR dTHE VARIES O RAIN TO AVORUNDERMINING THE FENCE NCEDURITAKE
DROP INLET CORE TO AVOID UNDERMINING THE FENCE DURING
77
VARIES STAKE CLEANOUT `
(TYP) 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE STEEL POST
0 Q SEDIMENT DEPOSITS AND BRING THE AREATO GRADE WIREFABRIC
d
AND STABILIZE ITAFTER THE CONTRIBUTING DRAINAGE p`✓
BERM d AREA HAS BEEN PROPERLY STABILIZED SO
© O © UV RESISTANT fy
TYPE"ABOVE GROUND" GEOTEXTILE FABRIC
WITH WOOD PLANKS `
O
10 mil PLASTIC LINING PLAN PLAN d d m TAMPED
NOTTO SCALE NOT TO SCALE d
� d d d ACKFILL
GROUNDLINE
TYPE"BELOW GRADE" p REVISIONS:
STAPLES STRAW BALE BINDER WIRE CORNER POST,4 REQ'O MIN. 8"DOWN&6"FORWARD
(2 PER BALE) 10 mil PLASTIC LINING ALONG THE TRENCH
PLYWOOD
NATIVEMATERIAL 48"X24" BLACK LETTERS
(OPTIONAL) PAINTED WHITE 6"HEIGHT
SECTION B-B CONCR E USSIREWS SILT FENCE PLAN AT CATCH BASIN,YARD OR DROP INLET TEMPORARY SILT FENCE
WA HOUT
WOOD OR NOTTOSCALE NOTTOSCALE
METAL STAKES T
(2 PER BALE) 3fi" 3.WOOOOD DPO POST
ST
In MINIMUM
__I_IIII�II€1111=II€li'
J 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,
/ ROOTS,AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY
B )N B CONCRETEWASHOUT GRADE IT. TOP OF SILT FENCE
SIGN DETAIL 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS MUSTBEATLEAST
(OR EQUIVALENT) SHOWN ON THE PLANS,AND SMOOTH IT. V ABOVE THE TOP
VARIES (� (� 3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OF WASHED STONE
OTHER SUITABLE OUTLET.
1L /'L J2L 4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF Z w
1I \I THEFOUNDATION IN LOCATIONSSUBJECTTO SEEPAGE OR HIGH
WATER TABLE.
�� �� 8. TAT CIA
O- -M�
_ Za STEEL WIRE 2"-3"COARSE AGGREGATE m
STAPLE
10 mil PLASTIC LINING PLAN STRAW BALE DETAIL SILT FENCE FILTERSTONE
ITVP) BURY WIRE FENCE,FILTER FABRIC
AND HARDWARE CLOTH IN TRENCH
TYPE"ABOVE GRADE"WITH STRAW BALES FRONT VIEW N �J,J
NOTES: J W �
1.ACTUAL LAYOUT TO BE DETERMIN ED IN THE FIELD. NOTE: U STEEL FENCE POST SET MAX 2' Q W 2
2.A CONCRETE WMHOUT SIGN SHALL BE INSTALLED WITHIN 30'OF TH E TEM PORARY CONCRETE WASHOUT FACILITY. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR h APARTIB"INTO SOLID GROUND `` O
SEDI IRE PERIODIC
LEAVING THEWITH 2-INC
r //N
3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE REQU IREPERIOM LEAVING TH CONSTRUCTION T H STON THIS MAY
3'FILTER FABRIC ON GR DIA.OF TH E WORK AND DISPOSED OF OR RECYCLED. RAINFALL,INSPECTANYSTRUCTUREUSED TO TRAP SEDIMENT AND W ONE WOCLEAN IT OUT AS NECESSARY.IMMEDIATELY REMOVE ALL4.HOLESDEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE OBJECTIONABLE MATERIALS SPILLED,WASHED,OR TRACKED ONTO
WASHOUT FACILITIES SHALL BE BACKFILLED,REPAIRED,AND STABILIZED TO PREVENT EROSION. PUBLIC ROADWAYS. 6" 10�R�HLTE.RECIFEIT'
UFC �Y `5 O
BURY 6"OF UPPER ED�ENCH
AND HARDWARE CLOTHOF FILTER FABRIC IN Tu co) O J Z
SECTION VIEW H M Q >
Y.1 a 'o
CONCRETE WASHOUT TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SILT FENCE OUTLET Z 06 0
NOTTOSCALE NOTTOSCALE NOTTOSCALE J Q W
O = w '
UJ
m
~Z Z
O/� W N >
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE V
PART III
THE NCG03[ONSTRURION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids, smunuaewitx uxeg PART III PARTIII Z WL m
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide dripder an torede t. w.y SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING r
activity being considered compliant with the Ground Stabilization and Materials Handling leaks
and re my equipment.
3. Identity leaks and repair as soon as feasible,or remove leaking equipment from the _ T
sections of the NCGOI Construction General Permit(Sections E and F,respectively).The € SECTION A:SELF-INSPECTION SECTION C:REPORTINGp y wi p pprove y project. SERION B:RE[ORDKEEPINGpermittee shall tom th the Erosion and Sediment Control land db the 4, Collect ails ent fluids,store in se to containers and dis .aSelf-inspection ae required during normal business hours in accordance with the table I.Occurrences that must be reporteddelegatedauthority hving jurisdiction.All details and specifications shown on this sheet P pars propery pose as Qf7
�� r I.E&5[Plan DocumerHa[ion N
hazardous waste(recycle when possible). below.el.be ivero jeopardy,
h i spectio di may
be delayed u thesafetyext business day on a, Vi iblee,s shall rem daprt sition in a stream o we
may not apply depending on site conditions and the delegated authority having jurisdiction. The approved E&SC plan as well as any approved deviation shall er kept on the site.The
S. Remove leakingvehicles and constructione [from service until the problem .„.,„„"w,..., *��•�•^-^-�^-e Personnelto be in jeopardy,the inspection may be delayed until the next business day on (a) Visible sediment deposition inastream or wetland. O J � O
ve equipment pro �wwvlo E&SC list be kept up-to-date lan Sh l be documented
in the
'�^ „®,,. ,., which it is safe to perform the inspection.In addition,when a storm event of equal to or appro plan m pg g F
has been corrected. "'"'"""""°-""
SECTION E:GROUND STABILIZATION The following items ertainin to the E&SC tan shall be documented in the manner L,I�
g I hydraulic fluids and other p --° greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be described: g p g p () P W W <
6. Brio used fuels,irritants,coo ants, petroleum ,.ducts b Oils ills if:
R .iced Ground Stabilization Timetrames ... «- asix performed upon the commencement ofthe next business day.Any time when inspections
Loa recycling or disposalcenter that handles these materials. - '""°"'"""""""" were delayed shall be noted in the Inspection
ns t Record. They are 25 gallons or more, J w
many.bil
ca calendar
this ye pet ion The are less than 25 gallons but cannot be Cleaned u within 24 hours, m
Site Area Description Ycalend Timehame variations Hem to Document Documentation Requiremems y g p
days after ceasing LITTER,BUILDING MATERIAL AND(AND CLEARING WASTE requency They cause sheen on surface waters(regardless of volume),or
land disturbance 1. Never bury ,burn waste.Place litter and debris in approved waste containers. Inspect (during normal Inspedlon records court lndude: lal Eam East Measure nos beenmsmlleaana acts.eonawpy ofm
Perimeter dikes, business hours dcesn«agnmcantly dewate rwm the 1pwnpnz, nor complete,dateand sign one • They are within 100 feet of surface waters(regardless of Yolume).
(a) 2. Provide a sufficient number and size of wastecontainers(e.gdumpster,trash CONCRETE WASHOUTS onsana,Blot elwahons shown or the vtnat lists cam EAsc Measure fipwn on
wales,ditches,and ] None ceptacle)on site[.contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. Igl as ,ly prwea E&sic Plan.we .This aocum-B.,is requires
perimeter slopes onpche initlaln xtallatipn of tM1e E&sc Meaz.-Ifthe (a) Releases of hazardous substances in excess of reportable quantities under Section 311
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local �'"g [Manures are modified-initial Ina IbB.n.
waters unless no other alternatives are reasonabl available. er ofthe Clean Wafer Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
(b) High Duality Water e Y and state solid waste regulations and of an approved facility. r "
] Non lane Leta ao (Ref:40 CFR 302.4)or G.S.143-215.85.
(HOW)Zon 4. Locate waste containers on areas that do not receive substantialamoun[s of runoff 3. Manage washou[from mortar mixers in accordance with the above item and in ah t a .cone arm n. w
1 is
from upland areas and does not drain directly to a storm drai n,Stream or wetland. addition the mixer and associated materials on impervious barrier and within wed by the oividonem
C) Slopes steeper than If slopes are 10'or less in length and are pace pervious
] not steeperthan 2:1,14 days 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. an er re,n coon,°nog eviaawr 1. a (b)Aphase°fgradinghasbeenwmpletee. eama=oW&H,e appmven Ease Plano, (b) Anticipated bypasses and unanticipated bypasses. m ('
3.1 allowed ys are provides Secondary containment Repair replace damaged waste containers. 4. Insall tempura to washouts local re ts,where applicable licable.If an azure• in e' late,date antl.an an inspection report W inaiwte Z
temporary[.acre per requirements, pp IMeE� mpleupn of tM1e conztruwion phase. V p
-7 days for slopes greater than 50'in 6. Anchor all lightweight itemsin waste containers during times of high winds. alternate method or produtt is to be used,contact your approval authority for Nnl,him.n, Noncompliance with the conditions of this emit that may endanger health or the
length and with slopes steeper than 4:1 7. Empty waste containers as needed to prevent overflow.Cleanupimmediatelyif and ap.Proval.Ifhkc.'standard details are not available,use one of the two I" vefN' (c) envlronm permit
y g
containers overflow. types of temporary ca rate washouts provided on this detail. z4 noire oez nevleence and Bate"f wuearoeamonsnpen. IdG pndcwer axidandlnstalledin dalanddawacppydtheapprpved Ease Plan or ant' J G�
-]days for perimeter dikes,swales, c nc P wordance wim meapproved E&SC Plan. fete,date antl sign an inspection report to inaiwte
(d) Slopes 3:l to q:l 14 ditches,perimeter slopes and HOW 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective cu rb or sidewalk ompliint-th approvetl ground cave,ap-itaions. ,� E
Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections.5tormwateraccumulated within the washout may not be pumped into or Isl sm,rnwmer IB nzpeccea, 2.Reporting Timef inees and Other Requirements p 0
-10 days for Falls Lake Watershed discharged to the storm drain system or receiving surface waters.Liquid waste must (soogree°.[fairf. pi� Afters permittee becomesaware of an occurrence that must be reported,he shall contact ZQi
be pumped out and removed from project. In O1I Idl The maintenance Mier,air rk,nhxd entsmr Complete,dateandzign aninzpeaion reporc. the appropriate Division regional office within the timeframes and in accordance with the 2-
_10 '•
-1 daysfperim perimeter
a swales, PAINT AND OTHERdump LIQUID WASTE 4noure on, all east Measures nave been pedormed.
ditches meter slopes and HOW Zones 1. Do not dump dint and other liquid waste into storm drains streams or wetlands. 6. Locate washouts at least other
feet from storm drain inlets and surface waters unless it other requirements listed below.Occurrences outside normal business hours may also be (J
(e) Areas with slopes ,per p s PP Q an be shown thatnoother alternatives are reasonably available.Ata minimum, reported to the Division's EmergencyRes o sonnet at(800 662-7956,800
flatter than 4:1 14 eistfor eroslosLake Watershed unless 2. Locate paint washouts at least 50 feet way from storm drain inlets and surface cezcrlptlo�fevian nxemcanemvlea�i°nz taken. ea=tl rep pose per ) ( ) ` ,
install protection of storm drain inlets)closest to The washout which could receive a n aof lei co ons nave been taken to Egsc nhlaland date ac .an.heap B.,EAx Plan or 858-0368 or(919)733-3300. ` , - R
!here is zero slope waters unless no other alternatives are reasonably available. 14)Pemmeterof omx exte,tutu,[enarewr azurez. omplete,date antl sign an inscection report to inaiwte me Y -
socatels roverfiow. 1. o of me wrrectrveaaion.
Note:After the [cessation of construction activities,an with tam 3. Contain liquid wastes in area. le p uaNu.emeseelmemmat acts tart c mP en°° °'u w '�^ -
permanent any a temporary ]. entrance
epadin front easilyash.accessible.Ades,on levelcontrols maybe
irequirall requsomeired by
`v Z w
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for needs of site. entrance pad in front of washout Additional controls may be required bythe '" oaurrence Reporting Timeframes(ARer Disc.very)and Other Requirements -o 0
practicable buti2 b
n no case longer than 90 calendar days after the last land disturbing 5. Prevent If
of soaps,solvents,detergents and other liquid wastes from authori noire s ptlim one viable sedimem :7:z .2 approving authority. ,on asmthe acnons takenm controlfuture lal V
activity.Temporary ground stabilizafi.nshall be maintained in a manners.rende It construction sites. B. Install at lease one sign directing to trucks to thewashoucwithinthe t eleauz at dap IEublelnh-1 whhm2mlendar day4ala ntnatwn��ns�a descapnpn°fine
gn gcontre projec ewve a=�onau en [land sediment anaamonsmkwrto aamess me ranseofinedepos h. a, w surface stableagainst accelerated erosion until permanent round stabilization is achieved. limits.Post si the washout itselfto identify this location. IA swami or wsible sealmmtmion o.a WB 3
PORTABLE TOILETS gnage on fy nmucbona 2.Additional Documentation staff may waive the requirement for a wanen rep.n on a o, 3
9. Remove leavings from the Washout when at approximately 75%capacity to limit chow' In addition to the E&SC Plan documents above,the following items shal l be kept on the site ase�by-case basis. m(j ry 3
GROUND STABILIZATION SPECIFICATION 1. Install ortable toilets on level ground,at least 50 feet away from storm drains ore(where `
P go Y verflow ants.Replace the tar,and togs ,other temporary structural dtne streamis named on the NC 3o3(d)linaz impaired for zedimenn
Stabilize the round sufficiently so that rain will not dislodge soil.Use one of the
p Cap, go eracy «essiblel ,n and isi.n provides agencyinspectorsptioni bald on
Site,
conditions
that
makth
g Y B streams or wetlands unless there is no alternative reasonabl available.If 50 foot uirxhtopertorm atldRional
Y efts when no longer functional.When utilizing alternative proprietary an"uR e�oMz afm components g ng or prop ry Division provides a site-specific exemption based on unique site conditions chat make this
technique in the table below offset is not attainable,provide relocation of portable toilet behind silt fence or place r arc ul.xmon c,¢:,n�zjl+1,turf vermd n'^gent prawicez if naH slit Ha
S Tem o Shbllxatlon vet ad and su and with sand bas products,follow manufacturer's instructions. th
requirement not practical: needed to auure wmpliance 4p4s z0
prery PermanemStabilzation agra p B. 10.At the completion of the concrete work,re ningleavings and disposeof an ph.niederalmst�atiil ireawatarswndln°nz. S�tHCARO
•Temporarygras5 seedcoveredwith straw •Permanent grass seed covered with straw., 2. Provide staking or anchoring of portable toilets during periods of high winds or in high (6)Grouna hate aina(installati°n of veameter East measures, J�A
o,othermulches and tatkifiers other ertgisssulches and tackif re. foot traffic areas. n approved disposal facility.Fill pit,if applicable,and stabilize any disturbance ro (a) This general permit as well as the certificate of coverage,after it is received. ��O•,• ••••�•,•�t'9
caused by removal of washout, asures pn Mralbland-dswkln�gatthary wnswal°naoiliaes (b)Oilspillsand n24Hxxx,a oraI-It-ri-OURcation.Tht-iEation
•Hydroseeding •Ge.textile fabricssuch as permanent soil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. uverl (b) Records of inspections made during the previous 30 days.The permittee shall record release of nazard..x snalllincludelnformanpn abp«the dare,nme,nature,volume antl `O,
•Rolled erosion control products with or reinforcement matting U[ilizea licensed sanita waste hauler to remove leakin ortable toilets and re lace res su 1incesperltem wuon of thespill or release. -
ry g P P -ulrt the required observations on the Inspection Record Form provided by the Division or a
withouttempo ppliedssseed .Hydroseeding with tin t 11b1-Id above - -
properyopera glint ssure«ematteywnbeprw,aeaaxzoonazposxmle. mitroinspecLionable atdsinliieuotherequiredpapenopieseof 3197
•phsti-Appropriatelyapplled straw or ofhermulch•Shrubslc or otherpermanentplantings covered H1. Store and apply herbicides,
DRODENTidesaCIDES electronically-available records in lieu of the required papercopieswill be allowed if :�• ••T'1�
•plasticshee[ing with mulch 1. Store ands herbicides,pesticides and rodenticides in accordance with label bypils ci[11I AreportarkpsrreadnysbeFwe ehe daregrMbypasy gppsslbk. �P'Fj�Z C�l.••J���
•Unif.rm and evenleh distributed d EARTHEN STOCKPILE MANAGEMENT PPY pas shown[.provideequal accessand ufilityasfhe hard-copy records. bllaues l4ocra Thereport shallmduaeanevauabon of the anocpaea quality antl e' f GINF-•N•Q
r ground restrictions. .4pTOA erred comer pact.
sufficient to restrain erosion 1. Show stockpile locations on plans.Locate earthen-material stockpile areas at least NOTE:The inspection resets the required 7 calendar inspection requirement. ) ° C.FAQ
2. Store whichidttdirectionsor se,ing iedients their origins Stepscontainersi wi[h the asp q ay insp (cl All data for tom late[of hr Notice after
project
completion
an record,
•Sbuctural methods such as concrete,asphalt, SO feet away from storm drain inlets,sediment basins,perimeter sediment controls tat P p (dl unanudpatm wixhl°z4 hour;a or dec[rom=n°gfiwn°n. aULFLLsts4 sSx 9
retaining walls and surface waters unless it can be shown no other alternatives are reasonably label,which listsing.directions for use,ingredients and first aid steps in eof upon
r[40 CIEd 22.411e years aker project completion and made available bypasses IQ CFR Padurx Rtitud°yxala rtthatindudesanevalpationdlhe
ccitlental poisoning. upon request.I40 CFR 122.41j zz q 11Hyand eRew 10.bypuv
•Rolled erosion control products with grass seed available. a x.411m113)I 7/2'J/Zr724
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not score herbicides,pesticides and rodenticides in areas where flooding is omc
possible or where they may spill or leak into el Is,Amnia Ater drains,ground Water IercNon<ompliance z4 hp.ryan°ralorelem nmificauon.
POLYACRYLAMIDES(PAMS)AND FLO[CULANTS five feet from the toe of stockpile.
w M1th-hit ipnz of grokndar doy;arepprt that wnminzadescriptipn pf the
1. Select flocculants that are appropriate for the soils being exposed during 3. Provide stable stone access point when feasible. or ,surfaceckpile es spill occurs,Hsite.red Immediately. cots oat ma ,ands tint; dpfnpncpm liance, Project Manager: BCF
cleanpewit[ Y the Perip p
4. Do no[stock Stockpile these materials onsite. endanger hea40 or the z«ath-.11tltime:,and iftne nonwmplianre ha:not
construction,selecting from the NCDWR List of Approved PAMS/Flocculan[s. q. Stabilize stockpile within the timeframes provided on this sheet and in accordance p em[4o cFR udpated dme noncompliance is excected to Drawn By: DLC
2. A Fl cculantsatorbeforethe inlets1.Erosion and Sediment Control Measures. with the 122.41(1)(7)) s takenor punned mreducaeliminate,and
ppy o pproved plan and any additional requirements.Soil rtabllization is tleflned na of the non Checked By: TGN §
3. Apply Flocculants atthe concentrations specified in the NCOWR List of Approved vegetative,physical or chemical coverage techniques tha[will restrain accelerated mempu^nfer l4Wr to 1zx.41rtp(e). $
PAMS/Floc../ants and in accordance with the manufacturer's instructions. ondisturbedsoilsf.rtemporaryorpermanent control needs. HAZARDOUS AND TOXIC WASTE ne me req me o a en repo ono Project Number: 24014
1. .
4. Provide ponding area for containment oftreated Stormwater before discharging as y se baxs. Number: D-1513
offske. 2. Create designated hazardous waste collection areas on-site Drawing Place hazardous waste containers under cover or In secondary containment. G
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover 3. Do not store hazardous chemicals,d rums or bagged materials directly on the gm.nd. g
surrounded by secondary containment structures.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE:04/01/19 NCGO1 SELF-INSPECTION,RECORDKEEPING AND REPORTING EFFECTIVE:04/01/19 C2.1
is Is Date: July 23,2024 3

Grading Notes:
1. ALL AREAS WITHIN LIMITS OF DISTURBANCE SHALL BE CLEARED AND GRUBBED.
2. TREES OUTSIDE OF CONSTRUCTION LIMITS OR TREES NOT INDICATED TO BE
REMOVED SHALL BE PROTECTED.
-, 3. CONTRACTOR TO GRADE ALL AREAS WITHIN THE LIMITS OF DISTURBANCE
FROM BUILDINGTO PROPERTY LINESANDTO EDGEOF PAVEMENT ON STREET 0
SIDES,INCLUDING ROW. a
4. TOPSOIL SHALL BE STRIPPED FROMALLCUTAND FILLAREAS,STOCKPILEDAND
REDISTRIBUTED OVER GRADED AREAS.PROVIDE EROSION AND
SEDIMENTATION CONTROLS AROUND STOCKPILES DURING CONSTRUCTION.
da 5. TILL SOIL TO A DEPTH OF 4"MINIMUM.
f 6. REMOVE ALL ROCKS LARGER THAN 1"MEASURED IN LARGEST DIRECTION.
7. GRADE ALL AREAS TO MAINTAIN POSITIVE SLOPE AWAY FROM BUILDING.
(^ ,� 8. ALL GRADED AREAS TO RECEIVE SEED OR SOD,TOP SOIL,STRAW AND WATER
c / UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
9. INSTALL TEMPORARY TURF REINFORCEMENT MATTING ON ALL SLOPES STEEPER
THAN 3:1.MATTING SHALL BE CONTECH LANDLOK C2 OR EQUAL.
10. ALL SIDEWALKS SHALL BE CONSTRUCTED OF 4"THICK 3,500 PSI CONCRETE.
1I.I...4
s ? r REVISIONS:
x`r IJ `Ie�/ 1
Permanent Seeding Schedule
SEED BED PREPARATION
4
-II II LIME -2 TONS PER ACRE
a. ar I Q i FERTILIZER(10-20-20) -500 POUNDS PER ACRE
°1l SEEDING MIXTURE:
Plcwc svEt TER MTN 10��\ i� I N P I / (JANUARY 1-MARCH 31)
CAVCRETE PA05 SURRWNgNC y II a
n' —4 xzP.xA ss_h�L1P� COMMON BERMUDA GRASS(UNHULLED) -20 POUNDS PER ACRE
xl., x` ll� RYE(GRAIN) -25 POUNDS PER ACRE
smcrc vArEres surereouxwNc nAc vac BAg / I Igo?w.,s;-�_—s �aL`e/I` ' cz o I - '. (APRIL I-DULY 31)
/ I i COMMON BERMUDA GRASS(HULLED) -15POUNDS PERACRE
WEEPING LOVEGRASS -5 POUNDS PERACRE
a. ,(za 1 a cy I CENTIPEDE -8POUNDS PER ACRE
/ 1\ r
(AUGUST I-DECEMBER 31)
COMMON BERMUDA GRASS(UNHULLED) -20 POUNDS PER ACRE
�7t� PVC sHFFTPttE BueNN�a WN VD0 wArxwnr As CAP I x \ xti l "/I \ ' I W 1 -/
VV 1NN'S GUT � - TALL FESCUE -60 POUNDS PER ACRE
I° TOWN OF BELHA BEN W /j RYE(GRAIN) -25 POUNDS PER ACRE
l l l I _O.B.1020 PG 437 Rom. /-/
x ".'-�I - x 1\x s F / / SEED BED PROTECTION:
STRAW MULCH -2 TONS PER ACRE(VISUAL)
WI DEN saAR9wALTr 0.A76E Al xc5,v 1\ 1rx II �j - ASPHALT TACK -0.03 GALLONS PER SQUARE
xom RAluNc YARD
W
� P W
- - - - - - - - - 3 _- — —DHu x d
wnsTE vuMvar _—j,'L oHu — u
°' Tx` l� Q" Z /�/� O�
-- a —2DNE'—— xS1 / _ W I � VJ l6
x�r O J O L
ANDRoXjMA7AMLICO RIPARIAN BUFFER ZONE I —/�"0� �e I =(Q/I all •� zi 0
MWI,j————ZONE'————ZONEI ———ZONE1 _—RIP' // 1 1 Ig d r�n G
j wM SxEEmiIE BULKHEAD \ — 70NEY———ZONE'r——— I I �+ O
W u9pD CAP —ZONE'-———ZONEi———— /—— gym/ CL
oN v.lsl, - - ----- INV.Izs' /�e �I`aCL
U xza� � 1 Ley
V w 8"PVC@LO%� j a _RIP' x�
xo 8"PVC @ 1_0% c ` —RIP———— AWN BAR ON LINE °' O` r w
O ——xRl—RIP—————RIP—'-———RIP—————RIP———— I (D/S7URBEDJ -{ W
— —RIP-- S
0
— —RIP— — I� O ).ti
APPROXIMATE LIMITS OF TOWN OF BELHA BEN LLJ N
L I / 50'TARBUFFER x EXISTING 1 _{ m
r i I I 50 TAR-PAMLICO RIPARIAN D.B.2003 PC.4111 g
aN/ G FF EEO j NDSPOP-UPEMITTER 4 --- \ 690 1
AREA 6.90 6.9 1 I.'. �7
0.842 AC ZLU Q4 \ / INv lza' Q
INV.O_4'
8 PVC @ LO%p \ 6.98TIN
y. lea PY L
a'vvc @ 1.0% ,r re
u
r
x�� '\\x��' + \ xe 1 a^Pvc@ 1.0%` —w w— w „, EXIST/Nc/rEDaR l L
Y / FFE TW w � NOT HELD ( _ I __ ~ O
N ---I— —°
INV 139 INV 113' / — —— —1
B.Ao Onu— —oHu —o u rc — — rc oNu —� opU o u— �Tc 7—D Hu TM o" TgTva o coo oHu I
TC/-y ___ _ - RR SPIKE SET IN POKER POLE p
m __ rc �\ J. , {:.{•.., I:.`.. T.B.MM.EL=500' � � F
j lW 3.88 E 020 0.15 CO v� MATCH
TC \ TC __ ——TS — 8 ——6 TIC TC TC I'c W
—� --��4� __8_-- / _-- \ W
\ z - x r - ---s---- ---9 r _ 4 `\14, L \\ PAMLICO STREET
i �R, ` a+- E/P NOT HELD — `s— --�1 (PUBLIC R/W VARIES)
g (T�F.SUR Fm mlw o* �AAPROX LOCATIONEXIST SAN OF
SERWCE
(SIZE&MATERIAL UNKNOWN) 0 �\\
(PER NC817 LOCATE) 14-PEEAN I
Y "I —— m
/ F o rc
a c c (x .--✓o.� —%Ia\.�-.�/ x o✓i x�r
FISHING CREEK '\ I �,4 l /I x`9 q z 0 a w a
j PROPERTIES LLCth
\ a 4 (J
0.0.. 1989 PG..74
- -= may% — - - - - - - - � - - - - - - - - - - - - - - -
- 3197
9
9/25/2024 �
Project Manager: BCF §
Drawn ay: DLC
Checked By: TGN h
Project Number: 24014
Drawing Number: D-1513 B
0 3
O
°00
2 o >,o' 20' C 3.0
KNOW WHATB BELOW
CAL BEFORE YOU DIG'
-800-632A949
WWW.NL0110RG
SCALE 1 inch= 20 ft I Date: July 23,2024 �

FINISHED GRADE
BOLTED PLUG VARIES
4'D.D. /CK/L _I- - -��� IIII-
TILE A \ =III=III=— _ III=III-III=
r—.—r --. I_ _ —III Z
2 x41NTERMEDIATES _ _
B B /� III- � DDNC.COLLAR
— \ (SEE DETAIL) u
"x6"DECKING
SELLR /\ SEE SITE PIPING
- -- - BACKFILL \/ /j 12'MIN. FOR SIZES
A /
PLAN // // STUB OUT 1'PAST WYE
AND INSTALL RUBBER
TEST CAP\ NO.TIPS AS/ PIPE /j MANUFACTURED By
GRANULAR JONES MANUFACTU RING
EMBEDMENT \ CO.OR EQUIVALENT
POST \/ / COMBINATION o
2"x8"GIRDER \ / �WYEAND I/B BEND
2^x 8"GIRDER \ 4"MIN.
.),,. / ,),_. \�• z"xR"JOIST REVISIONS:
\:
\�\\�\\�\\�\\�\\�\ FLOW v
I•I•'//i / f 1• % ABOVE GIRDER
ITYPI 18• CLASS'D'
80C \� \\/ (NT$) PIPE CONTINUATION
/ FORON LINE CLEANOUT
SECTION B-B L TRENCH SECTION DETAIL FOR THE INSTALLATION OF PVC
BOLTS
4' 4"x6"POST GRAVITY STORM DRAIN&SANITARY SEWER PIPING CLEAN-OUT DETAIL
NOT TO SCALE
2"x 4"BAIL CAP NOT TO SCALE
z^x 4"FAIL JOIST
@8}"D.C.
FINISHED GRADE
_ CLEAN OUT CAP TO
2"x8"JOIST I"1V DECKING \/ / BLDG
I"x 12"GALV. @12" E SET 1"ABOVE
BOLTS WITH / FINAL GRADE
O.C.0
STAGGERED IF m I I T BACK ILL
PER BOARD —III- \ —IIII—IIIIII IIIIIIIIIIIIIII
m% �I{C / —III—III // ICI;=� I JI�III—I =II�III—
EACH SIDE)WHEN HEIGHT OF
3' ~GIRDER IS EQUAL TO OR 12„MIN FOR SITE
PIPING
GREATER THAN 36"ABOVE —
2x6 CROSS FINISH GRADE
e BRACINGNOTES /\
V'i �\a\/\ \/\\\/a\\�\/\\/\\\�\\\�\\ F11-•-\ \i/ /1)BOARD WALK SHALL BEGIN&END FLUSH
WITH GROUND/SIDEWALK AT THE SELECTr CONCRETE ACKFIL �j PIPE LU
�rl FILL \ IZI� ELEVATION REQUIRED. BACKFILL /
2I ALLLIIMBERTOBEPRESSURETREATED \ STUB OUT I'PAST WVE AND LU
•+I, PINE. �j /\ INSTALL RUBBER TEST CAP Q/ C
PROVDE2x8 HEADERATE%POSED NO.TP6AS MANUFACTURED COMBINATION
JOIST ErvDS. \\ BY ONES MANUFACTURING Q
4I SECURE AuwVBER wTHa 16d \ 4"MIN. WYE AND%BEND A
_ CO.OR EQUIVALENT
\• SECTION A-A oMMON GAL AN 2Eo NA Ls ONLES1 1.�
OTHERWISE INDICATED.
5I5ECURE DECKING WITH 3"p10
GALVANIZED WOOD SCREWS. FLOW
CLASS'E' O J Z
TRENCH SECTION DETAIL m Q 0
FOR THE INSTALLATION OF PVC PRESSURE PIPE J 06 C)
BOARDWALK NOT TO SCALE NOT TO SCALE SEWER SERVICEOT TO SCALECO ON DETAIL Q Q o
W = LU
G LU m
}" Z C
W U >
2}" NOTE:
ALL LUMBER TO BE PRESSURE TREATED. / � m
Q` Q p
851 NORTH HARVARD AVE.
I� 5' ®N D AIDS,INC.TOLLINDL F
CUTAWAY FROM 3"x 12"STRINGER REE:1-800.726.1994 J Q
1/4"PER FOOT SLOPE(MAID We put water in its place PHONE:[phone] ��1 Q fn
FAX:[phone]M W BOTTOM OF 2"x 12"STRINGER \ -_ ._ a . .° .4 a. www.ndspro.001T1 W
NOTCHED 2"x 12"STRINGER LO 240.C. \� \%\\ 7��7
7777
(2)2"x4"STRI UPPOM11 \ (3)3}"xp ID GALVANIZED 4"CONCRETE SIDEWALK
EA.SIDE FSTRINGERI WOOD OECKSCREWS(TV% COMPACTEDSUBGRADE
TOP OF 2"x4"STRINGER SUPPORT \
BOTTOM OF 2"x 4"STRINGER SUPPORT AIDSNAGE EEFIN WITH
DRAINAGE EMTTIER WITH m
(z)a 16d COMMON GALVANIZED NAILS \\ U.V.INHIBITOR. ti Z �n
@12"O.C.ALTERNATING SIDES \
AIDS 114 BEND SEWER
DRAIN ELBOW. J 01
COMPACTED TOPSOIL CA 0 3
ZQw
BOARDWALK STAIRS(INTERMEDIATE STRINGER&TREAD) SIDEWALK DETAIL g 114•LEACH HOLE oV kDw ">
NOT TO SCALE NOT TO SCALE W m
SEWER&DRAIN%PE � I �ry
/KY' vU-
= r
CRUSHED STONE DRY '�z o o
11}" WELL � o�°N
a v-3
m ljry 3
NOTE: SECTION
T}" ALLLUMBER TO BE PRESSURE TREATED. IL111FIIIF44I��
STAIR POSTS @ 5'O.C.& 6 CAR
BOARDWALK HANDRAIL PER DETAIL �,�1�•• O••.•-9
PROPOSED A v
BUILDING
— 3197 g
NOTES: .......... �
1.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
C.
2"x6"CARRIAGE /'% Pk0a 3.THIS DRA DO NOT WING IINTENDED D5E0'R40E FOR USE BY ARCHITECTS,ENGINEERS,CONTRACTORS,CONSULTANTS AND DESIGN ,''4jFLL1111111111,,
/ \ PROFESSIONALSIF PLANNING PURPOSES ONLY. �/23/7-024
2"x VTRIADS 4.ALLINFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWEDAND APPROVED
(3)3}"xa10 GALVANIZED j\ / \ BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
WOOD DECK SCREWS(TYP) Projed Manager: BCF
I6I a 16E N%B(EACH CARRI GE) ® Cheecketl By TGN
DRAINAGE EMITTER bft P-q Projed Number 24074
2"x12"E)TERIOR STRINGER Drawing Number: D-1513 a
TYPICAL POP-UP DRAINAGE EMITTER
+'Y COMPONENT
omae
REVISION DATE&2C-2015
C4 0
BOARDWALK STAIRS (EXTERIOR STRINGER&TREAD) BOARDWALK&STAIRS PROFILENOT TO SCALE NOT TO SCALE g
Dale: July 23,2024

e
N 157954"E 0.12'
N 150641'W 6.32' I e'02y
Y -• 1
S 85'4348'E 6.0 0
N 7453'19'E L20' I \ \ \ate cr/•. �iOG�ly Q`'p� c�i
N 064858'E 61.00'
S17
�y`cF4-
;'z x SITE
- "TOWN BfcIHAVEN x 1020 D.B.
` P�'.43
N 0142S1'W 17.60' D x c s7
al-'
�I 1 l I° AREA goy x REVISIONS:
PICNIC SHELTER WITH \�`��" Vicinity Map
Q CONCRETE PADS
SURROUNDING j
c c 'y XA. SCALE:1"=500'
Q I� \\ c� D
Notes:
BRICK PAVERS SURROUNDING \ ` "`A\^ \ • xc�J/ \\ yQ`4
FLAG POLE BASE \ \\ E' ,/ �''C\� - ffO w 1. THIS IS A BOUNDARY AND TOPOGRAPHIC SURVEY OF BEAUFORT COUNTY PARCELS
\\xc \ \ \ / 2. 7605-78-3909 AND 7605-78-2861.
DISTURBED IR
N 253002'W 50.6J' \ , \ �' � \ \ y L ELEVA77ONS SHOWN ARE IN FEET(NAVO 88)AND WERE TRANSFERRED TO THE SITE
ON \ V�
BAR ON LINE FROM NA]ZONAL GEODETIC SURVEY MONUMENT"770AL2".
PVC SHEEIPILE 3 THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD AREA(ZONE AE)AS SHOWN
BULKHEAD WITH W000 \ / �/ \ `b. \\nn l.. ON FEMA FLOOD INSURANCE RATE MAP 3720760400K,DAZED 06-19-2020.BASE
WALKWAY AS CAP /o xo I \M F FLOOD ELEVA77ON=50"
\ Q'L RR SPIKE SET IN POWER POLE 4. THE LOCA 17ON OF UNDERGROUND UIKUIES SHOWN HEREON IS BASED ON INFORMATION
` EX STING EBAR 'g1`• \ TB.M EL.=500' f PROVIDED BY OTHERS NO GUARANTEE IS MADE AS TO THEIR EXACT LOCATION.
`
/ WATER SERVICE \ u�_
N 4174"73"E 46.68' /
„/ \ W\
WOOD FENCE
TRASH ENCLOSUR S i474'56'W 3175'
N 47365/"W 1244' c // // References co
I / jig \i \ D.B. 1020,PG 435 Q O
WASTE �� / xe�' D.B. 7731,PG 646 U fi7i 2
PUMPOUT I / // 'E? \ \ D.B. 7989,PG 74 T 0
N 473651'W 200' I TOWN OF BELHAVEN // /�' /y^\ /l $' sL\ D.B.2003,PG 411 1 t
D.B.2003 PG.4111
P.C.1,PG 5-95-6
c0 / \ / p�: °7 \ • "SURVEY FOR TOWN OF B£LHAWN," 0
'451 v^"�,lJ') ` / y 4 y� \ .1. ✓UNE 4,2019,JAMES J.ALBERA OLu
x�- (UNRECORDED) W
pp* CONSTRUCTION ORAWNG FOR TOWN N j
`+5i OF BELHAVEN"FEBRUARY 23,2009, L�L
HOOD RICHARDSON,P.A.(UNRECORDED) (0)WOODEN / / AREA / o/ �1k / 1 \\ '$. \� O / U)
BOARDWALK / xc�a¢/ 0.842 AC
/'
/ 5 `' �
/ x L ��
c /¢= c`'� , / APPROX LOCATION OF EXIST.""
SAN.SEWER SERVICE xA J = Lu (p
(PER NCB71 LOCA 7E) c� O N
UNKNO(SIZE&MATERIAL WN)J co i L Z
T/J
/ c�'1 ,/ i _ nccs way.•ntrur Q m
k, xxze/ / cz� / //
x�m I / / Elfj NOT HELD / / x� // W
¢ UJ
(REF.SURVEY FOR TOWN OF
BELHAV£N BY JAMES✓;RBERA, /`' / / / rvCGS morv.bOnt3' L
7
JUNE 4,2019,UNRECORDED) / / FISHING CREEK /
PROPERTIES, LLC /
D.B. 1989 PG 74 /
\x I / / / / / c c / / co
4¢/ APlE
�j
X'- / x,,,
c 7� --- / / �aa
APPROXIMATE LIMITSAF // R� _�\i / ,\ // Legend
" "�� 0
W000 RAILING / 1�. , / / g z Z�W a
50'TAR-PAMLICO/ / // / \�r S g
RIPARIAN BUFFO—5L / //�\� I // O 2 S
/ / 0 GEODETIC CONTROL MONUMENT U 0 w
c / ( 1,J.DANTZLER WTHERS,CERTIFY THAT THIS MAP WAS DRAWN UNDER MY m a`
—\ ° / • EXISTING IRON BAR OR REBAR SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION(DEED r c =
Ri
/// x w / APPROXIMATE LIMITS OFF ' / 5 / l c / DESCRIP77ON REFERENCED HEREON); THAT ANY BOUNDARIES NOT SURVEYED ✓• ..
XI. / / 3O'CAMA SETBACK& / l / / ` D EXISTING IRON PIPE ARE CLEARLY INDICATED AS DRAWN FROM INFORMATION REFERENCED HEREON;
x ¢ TAR-PAMLICO RIPARIAN \ / /y ( /`LT m .o o
'R / / • IRON PIPE SET THAT THE RATIO IR PRECISION THE
CALCULATED IS 1:AC77UCE THAT THIS MAP
/ I BUFFER ZONE i \ /� // _ / / MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND
_-I-dTa_
N J640'08'E 6.21' �/ \ b e/ — d�a I // / / o NO POINT SET SURVEYING IN NORTH CAROLINA(21 NCAC 56.1600),THAT THIS SURVEY WAS 3
x� .SEWER MAN HOLE PERFORMED TO MEET THE REQUIREMENTS FOR A TOPOGRPHIC/PLANIMETRIC N 3
SURVEY TO THE ACCURACY OF CLASS A AND VERTICAL ACCURACY WHEN tj^�3
\ \ I 9' \x / \ L c° TREE APPLICABLE TO THE CLASS A STANDARD AND THAT THE DATA WAS OBTAINED
ON FEBRUARY 6-7 ANO FEBRUARY 20,2024; THAT THE SURVEY WAS
PVC SHEE71RILE ° \ / _ `J `\ WV COMPLETED ON MARCH 26,2024; THAT CONTOURS SHOWN AS BROKEN LINES uurrn�°4�4
BULKHEAD N1F/ xs� — \ p9 WATER VALVE MAY NOT MEET THE STATED STANDARD,AND ALL COORDINATES ARE BASED ON ,,. NCARO/��. §
WOOD CAP \ \ /I NA083(2011)AND ALL ELEVA71ONS ARE BASED ON NAV088. ,���Op•FE$$/' 't'���
—0— POWER POLE �o �Dy''•9�s
WITNESS Y ORIGINAL SIGNATURE AND SEAL THIS THE 215T DAY OF MAY,2024. - •4 `
m _ ` FIRE HYDRANT
® CONCRETE
q.........
xzs, x`
,b. x`'°
A '� \ FENCE - � �
--'----,----`----'- SEWER PIPE srcNfuJ�IHEII -SSas
BOUNDARY LINE
� --_
Project Manager: JDW 4 CONTOUR LINE - MINOR
— CONTOUR LINE- MAJOR Drawn By: BRP x2632 SPOT ELEVATION DhekeaBy: JDW ry
/S 4474S6'W 31.7/' Pmjed Number: 24014 $
PROPERTY LINE SHOWN I
/ Drawing Number: D-1489
PLOTTED FROM REFERENCES is
ACTUAL BOUNDARY IS NORMAL 3
HIGH WATER LINE AT BULKHEAD.
PIER ON
ADJOIAE
PROPERTY 20' 0 10' 20'
SCALE 1 inch= 20 ft I Date: May 21,2024