21-16 Crystal Holdings LLC Permit and Plans

PermitClass Permit Number
M NEW 21-16
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS 113A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Crystal Holdings, LLC, P.O. Box 7, Atlantic Beach, NC 28512
Authorizing development in Carteret County at adjacent to Morgan Creek, 100 Olde Towne
Yacht Club Road, in Beaufort , as requested in the permittee's application dated 10/22/15, including the
attached workplan drawings (12) 1-4 of 12 and 6-12 of 12 dated 10/21/15 and 5 of 12 dated revised 2/11/16.
This permit, issued on February 11, 2016 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
be subject to fines, imprisonment or civil action; &r may cause the permit to be null and void.
Upland Development
1) Unless specifically altered herein, this permit authorizes the grading and other land disturbing
activities associated :with the development of the above referenced property, including the
townhouses, clubhouse, walkways, parking lots and other associated infrastructure, all as expressly
and specifically set forth in the attached permit application and workplan drawings.
2) All portions of the walkway located within 30 feet of the normal high water line shall be no greater
than six feet in width and shall be slatted.
(See attached sheets for Additional Conditions)
This permit action may be appealed by the permittee or Signed by the authority of the Secretary of DEQ and the
other qualified persons within twenty (20) days of the issuing Chairman of the Coastal Resources Commission.
date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2019
In issuing this permit, the State of North Carolina agrees
that your project is consistent with the North Carolina Coastal
Management Program.
a Braxton C. Oavis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Crystal Holdings, LLC
ADDITIONAL CONDITIONS
Marina Facility
Permit No. 2146
Page 2 of 6
3) Prior to the occupancy of any new slips authorized under this permit, a marine pumpout sewage disposal
facility shall be installed in an easily accessible location and maintained in operable condition for the life
of the marina.
4) Prior to the occupancy of any slips authorized by this permit, the permittee shall meet on -site with a
representative of the Division to ensure that the required pumpout facility is in place and operable.
5) The marina shall display a sign showing the location of the on -site pumpout facility, including other
appropriate waste disposal information, at the entrance and exit from the main pier(s).
6) No sewage, whether treated or untreated, shall be discharged at any time from any boats using the
marina facility. Any sewage discharge at the marina facility shall be considered a violation of this permit
for which the permittee is responsible. This prohibition shall be applied and enforced throughout the
entire existence of the permitted structure.
7) This permit authorizes only the docks, piers, and other structures and uses located in or over the water
that are expressly and specifically set forth in the permit application. No other structure, whether
floating or stationary, may become a permanent part of this marina facility without permit modification.
No non -water dependent uses of structures shall be conducted on, in or over public trust waters without
permit modification.
8) No attempt shall be made by the permittee to prevent the full and free use by the public of all navigable
waters at or adjacent to the authorized work.
9) The authorized structure and associated activity shall not cause an unacceptable interference with
navigation.
10) The permittee shall maintain the authorized work in good condition and in conformance with the terms
and conditions of this permit. The permittee shall not be relieved of this requirement if he abandons the
permitted activity without having it transferred to a third party.
11) This permit authorizes a maximum of 122 formalized boat slips.
12) The permittee shall install and maintain at his expense any signal lights or signals prescribed by the U.S.
Coast Guard, through regulation or otherwise, on the authorized facilities. At a minimum, permanent
reflectors shall be attached to the structure in order to make it more visible during hours of darkness or
inclement weather.
NOTE: It is strongly recommended that the permittee exercise all available precautions in the day-to-day
operation of the facility to prevent facility waste from entering the adjacent waters. Such
discharge, either directly or indirectly, to adjacent waters could contravene state water quality
standards, thereby violating state law.

W
Crystal Holdwgs, LLC
Permit No. 21-16
Page 3 of 6
ADDITIONAL CONDITIONS
Submerged Land Easement
13) An Easement from the Department of Administration's State Property Office shall be required under
N.C.G.S. 146-12(e). The permittee shall contact the State Property Office prior to the initiation of
construction of any structures over state-owned submerged lands. Any required easements shall be
obtained, and a copy provided to the Division of Coastal Management, prior to the construction of any
new boat slips or other docking facilities authorized under this permit.
Excavation
14) To protect juvenile fish and shellfish populations, no excavation within Morgan Creek shall be permitted
between April 1 and September 30 of any year without the prior approval of the Division of Coastal
Management in consultation with appropriate resource agencies.
15) Excavation shall not exceed -8 feet below the normal low water level within the upland basin and -10
feet below normal low water level in the dredge area on the edge of Morgan Creek. In no case shall the
depth of excavation exceed the depth of connecting waters.
16) An earthen plug shall be left between the upland area to be excavated and Morgan Creek and a 24 hour
period after completion of excavation shall elapse prior to plug removal to prevent unnecessary siltation
into the adjacent water body.
17) The temporary placement or double handling of excavated or fill materials within waters or vegetated
wetlands is not authorized.
18) No excavation shall take place outside of the alignment of the areas indicated on the workplan drawings.
19) To reduce direct impacts to oyster resources, the permittee shall, in consultation with DCM, relocate all
oysters falling within the footprint of the area of open water excavation to an area immediately adjacent
to the project area. '
Shoreline Stabilization
20) The alignment of the permitted bulkhead shall be verified by a representative of the Division of Coastal
Management within a maximum of 30 days prior to the start of construction.
21) No backfill material shall be placed within 30 feet of the normal high water line, except that which will
be used to backfill the area behind the permitted bulkhead and within the boat basin as depicted in the
attached workplan drawings.
22) The bulkhead shall be constructed prior to any backfilling activities.
23) The temporary placement or double handling of fill materials within water or vegetated wetlands is not
authorized.
24) The bulkhead shall be structurally tight so as to prevent seepage of backfill materials through the
structure.

Crystal Holdings, LLC Permit 96. 2146
Page 4 of 6
ADDITIONAL CONDITIONS
25) The bulkhead shall be solid and constructed of treated wood, concrete slabs, metal or vinyl sheet piles,
or other suitable materials approved by Division personnel.
26) No excavation, or other land disturbing activities, is permitted except for that which may be required for
the construction of the bulkhead wall.
27) All backfill material shall be clean and free of any pollutants except in trace quantities.
28) All backfill material shall be obtained from a high ground source and confined behind the permitted
bulkhead.
Spoil Disposal
29) All excavated materials shall be confined above normal high water level and landward of regularly or
irregularly flooded marsh behind adequate dikes or other retaining structures to prevent spillover of
solids into any marsh or surrounding waters.
30) The spoil disposal area shall be inspected and approved by a representative of the Division of Coastal
Management prior to the commencement of any dredging activities.
31) Any change in the spoil disposal area may require additional authorization from the Division of Coastal
Management.
Sedimentation and Erosion Control
NOTE: The Division of Energy, Mineral, and Land Resources approved this project by way of a Letter
of Approval issued on 9/22/15 and was assigned Project ID CARTE-2016-004.
32) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials do not enter adjacent wetlands, watercourses and property (e.g. silt fence,
diversion swales or berms, etc.)
Stormwater Management
33) The Division of Energy, Mineral, and Land Resources is processing this project as a modification of
Stormwater Permit No. SW8080952. The stormwater permit modification shall be obtained and a copy
provided to Division of Coastal Management prior to the initiation of any development authorized by
this permit. Any violation of the permit approved by the DEMLR will be considered a violation of this
CAMA permit.
U.S. Army Corps of Engineers Requirements
34) No portion of the reconfigured or newly constructed structure is authorized to be within the U.S. Army
Corps of Engineers Federal Channel Setback.
II

-Crystal Holdings, LLC
Permit No. 21-16
Page 5 of 6
ADDITIONAL CONDITIONS
35) For any dredging or operational activity that impacts the safe navigation on Federal waterways: The
U.S. Coast Guard requires that the applicant must provide the following information at least 10 days
prior to dredging operations commencing:
a. Dates (Inclusive) of operation
b. Hours of operation (24 hours/daylight hours only)
c. Names of vessels involved
d. Working and standby frequencies
e. Specific location (Mile marker/Channel)
f. Any specific instructions or concerns that would be pertinent to the mariner.
Send information to:
USCG SECTOR NC WATERWAYS DIV
721 MEDICAL CENTER DRIVE
WILMINGTON, NC 28401
OR VIA EMAIL: [e-mail]
36) If the project is modified to extend further south into the channel, a 30-day notification is required to the
USCG in order to determine if Federal Aids to Navigation need to be relocated. Send request to:
USCG DISTRICT FIVE (DPW)
431 CRAWFORD STREET
PORTSMOUTH, VA 23704
OR VIA EMAIL: [e-mail]
General
37) The permittee and/or his contractor shall meet with a representative of the Division prior to project
initiation.
38) This permit does not authorize the excavation or filling of any vegetated wetlands, even temporarily.
39) This permit shall not be assigned, transferred, sold, or otherwise disposed of to a third party without the
written consent of the Division of Coastal Management.
40) This permit does not authorize the interference with any existing or proposed Federal project, and the
permittee shall not be entitled to compensation for damage to the authorized structure or work, or injury
which may be caused from existing or future operations undertaken by the United States in the public
interest.
41) In order to further protect the endangered West Indian Manatee, Trichechus manatus, the applicant must
implement the U.S. Fish & Wildlife Service's Guidelines, and strictly adhere to all requirements therein.
The guidelines can be found at httn://www.fws.gov/ne-es/mammal/manatee guidelines.udf.
NOTE: This permit does not eliminate the need to obtain any additional state, federal or local permits,
approvals or authorizations that may be required.

Crystal Holdings, LLC Permit No. 21-16
Page 6 of 6
ADDITIONAL CONDITIONS
NOTE: Future development of the perniittee's property may require a modification of this permit.
Contact a representative of the Division at [phone] prior to the commencement of any
such activity for this determination.
NOTE: An application for approval to construct water lines supplying the project has been received by
Public Water Supply and assigned serial no. 15-00892. Authorization shall be obtained prior to
construction of project water lines.
NOTE: The Division of Water Resources authorized the proposed project by way of General Water
Quality Certification 3900 and assigned DWR Project No. 2008 1740 V2, which was issued on
2/11/16.
NOTE: The U.S. Army Corps of Engineers authorized the proposed project by way of Programmatic
General Permit 198000291 and has assigned the project Action Id. No. SAW-2008-03241
NOTE: An application processing fee of $400 was received by DCM for this project. This fee also
satisfied the Section 401 application processing fee requirements of the Division of Water
Resources.

C4I
OCEANSIDE YACHT CLUB
BEAUFORT, CARTERET COUNTY, NORTH CAROLINA
CLIENT:
CRYSTAL HOLDINGS, LLC
517 EAST FORT MACON RD.
P.O. BOX 7
ATLANTIC BEACH, NC 28512
252-241-1200
INDEX OF DRAWINGS
SHEET 1
SHE PLAN
SHEET 2
DEMOI ITION PLAN
SHEET 3
ENLARGED MARINA SITE PLAN
SHEET 4
GRADING AND STORMWATER MANAGEMENT PLAN A
SHEET 5
GRADING AND STORMWATER MANAGEMENT PLAN B
SHEET B
EROSION CONTROL PLAN
SHEET 7
MARINA DREDGING CROSS SECTIONS
SHEET S
CROSS SECTION THROUGH PROJECT
SHEET 9
UTILITY PLAN
SHEET 10
DETAILS
SHEET 11
DETAILS
SHEET 12
DETAILS
ENGINEER:
IfSTROUD ENGINEERING, P.A.
107 B COMMERCE STREET
GREENVILLE, NC 27858
252-756-8352 LICENSE NO. C-0647
rINGEK Y. TURNER. P.E. DATE
`%%ol1/11111
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36970
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AC - ACRE
INV -
INVERT
—SF —SILT
FENCE
ABC - AGGREGATE BASE
JB -
JUNCTION BOX
COARSE
LF -
LINEAR FEET
—LD—LAND
DISTURBANCE LIMITS
SLOG - BUILDING
MAX -
MAXIMUM
BRD - BEARING
MBL -
MINIMUM BUILDING LINE
--W—PROPOSED
WATER WIN
CF - CUBIC FEET
W -
MANHOLE
CL - CENTERLINE
MIN -
MINIMUM
ASS —PROPOSED
SEWER GRAVITY WIN
CPP - CURRUGATED
PLASTIC
N/F -
NOW OR FORMERLY
y _
EXISTING
SEWER FORCE WIN
PIPE
NTS -
NOT TO SCALE
DB - ORAIN BASIN
O.C. -
ON CENTER
- -. .- - -
- EXISTING
WATERMAIN
DR - DRIVE
P/C -
PERVIOUS CONCRETE
DI - DROP INLET
PER -
PEDESTAL
PROPOSED
CONCRETE
DIP - DUCTILE IRON PIPE
R -
RADIUS
EL - ELEVATION
RCP -
REINFORCED CONCRETE PIPE
®
PROPOSED
PERVIOUS
EIR - EX. IRON ROO
R/II -
RIGHY-OF-MAY
CONCRETE
EDP - EDGE OF PAVEMENT
SDMM -
STORWRAIN MANHOLE
,. ', ',
PROPOSED
GRASS PAVE
EX - EXISTING
SH -
SHEET
FE - FINISHED
ELEVATION
SIR -
SET IBM ROD
FF - FINISHED
FLOOR
STA -
STATION
®
OBSERVATION
WELL
FT - FEET
TC
- TOP OF CURB
GV - GATE VALVE
TEL
- TELEPHONE
HOPE - HIOH DENSITY
TSW
- TOP OF SIDEWALK
HANDICAP
SPACE
POLYETHYLENE
TYP
- TYPICAL
`,EIVED
OCT 2 8 2015
DCM- MHD CITY

TRACT AREA - 12.02s/- ACRES
PROPOSED MARINA BASIN - 2.9,+1- ACRES
NET NIGH GROUND - 9.05+/- ACRES
ZONE - PD
PROPOSED W. TOWNNNE BUILDINGS - 9
PROPOSED NO. TORNHOE UNITS - 72
DENSITY 5.99 UNITS PER ACRE [GROSS AREA1
DENSITY T.96 UNITS PER ACRE [NET AREA)
PROPOSED WATER AND SEVER BY THE TORN OF MOiEHEAD CITY
PROPOSED MARINA SLIPS-122
PARKING REWIREMENT RADIO ISLAND REM MRV.h. LLC
2 SPCS PER UNIT +1 PER 6 UNITS GUEST PARKING- 156 SPACES JA ED P1
WETSLIP MARINA ISPC/ 2 NET SLIPS- 61 SPACES
TOTAL REQUIRED PARKING SPACES- 21T SPACES
TOTAL PARKING PROVIDED (EXCLUDING GARAGE)- 269 SPACES
N
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YLIMI 1
TOWNHOME UNITS ARE THREE STORY UNITS. MAXIMUM HEIGHT - 50• 8 or l` 1ZO.OB / FI I O � 1 � l l 10 •
NOTES
I. PROPERTY IS LOCATED IN FLOOD ZONE @T. SHADED X AND X + / - - - /
WATER. SEWER AND DRAINAGE EASEMENTS WILL PREDOMINATELY BE �' / - - - - ka0 .2J 6> I'-E9'
LOCATED IN THE PARKING AREAS. EXCEPTIONS WILL APPLY. STORM - !p• s • Y �S•ry
WATER WILL BE TREATED BY INFILTRATION WITH THE DESIGN STORM / ' .Po - - - _ C41y h
EXCESS ROWING INTO MANMADE BASIN. PR
2. BOUNDARY TAKEN FROM SURVEY PROVIDED BY W.D. DANIELS. JR OF _
DAVIS. NORTH CAROLINA. ENTITLED SURVEY I' M OLDE TOWNE �n - !' T
CONDOMINIUM. DATED AUGUST 20. 2004. •.( / / i �wS jyg�A
Amlo IA+O ix`FYLsnExTs• LLC D
iR IN PI APE BUT CA
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STORAGE INIlS ' u=. / _ a0' c,A BUFF6a _ '•OM/ ....,. S
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REVISIONS:
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MA OVE
/
OCT 2 8 2015
SHEET 1 - SITE PLAN
/ /'
%;j5 /i1:
SHEET 2 - DEMOLITION PLAN
SHEET 3 - MARINA SITE PLAN
SHEET 4-GRADING PLAN
SCALE: '••= B°•
DCM- MHD CITY
SHEET 5 - EROSION CONTROL PUN
SHEET 6-MARINA DREDGING PUN
SITE PLAN
CLIENT:
CRYSTAL HOLDINGS. LLC
°
SHEET T - PUN PNO PROFILE
RDC/GYT
ROC/GYT
s STROUD ENGINEERING, P.A.
SHEET 6-LANDSCAPING PLAN
OCEANSIDE
YACHT
CLUB ADDRESS:
517 EAST FORT MACON RD.
ATLANTIC BEACH. NC 28512
RAWN: DATE:
B COMMERCE
SHEET 9-DETAILS
RDC/GYT
10/21/15
GR NC 27BBB
C 7855
OF
1.STREET
10
T +rvMlolo-4
PHONE:
252-241-1200
K
AL :
52) 756LLE•
(2B217B8-D362 LICENSE NO. C-0847
FILE+:PM10T0/PMIOTO-C/PM10TO-4 CAMA.OGN
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
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DEMOLITION PLAN
OCEANSIDE YACHT CLUB
CLIENT: CRYSTAL HOLDINGS. LLC
ADDRESS:
GZ,IumI,u:
RDC/GYT
wrrrtuv[u;
GYT
R
DATE:
ATLANTIC BEACH. NC 28512
RDC/GYT
:T R OF 12
1ECT w~0TO-4
ION FILE 0:YY1070r 1OTO-°/WYIOTO-L CW.00N
MOREHEAD CITY. CARTERET COUNTY. NORTH CAROL INA
PHONE: [phone]
K
Rnr
AL
1 "= 80'
OCT 2 S 2015
DCM- MHD CITY
STROUD ENGINE
107 B COMMERCE STRI
GREENVILLE, NC 27858
[phone]
P.A.
LICENSE NO. C-0847

I
WF
RADIO ISLAND RENTAL PROPERTY. LLC
ZONED PI
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ESTMENTS. LLC
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129.85
--------------
30` CAMA BUFFER-
- - - - -
-
�'::•
--
----------------30�
CAMA BUFFER-
�\
RECEIVED
144.00
°
..:..
o�,
o PROPOSED CLUB HOUSE
:ow m----------
-
OCT 2 S 2015
REVISIONS:
1
1
PVE
19e.00I
144.00:i•,n
.F 30 F .l 120
OF 12
XRPMI
ENLARGED MARINA SITE PLAN
OCEANSIDE YACHT CLUB
CLIENT: CRYSTAL HOLDINGS. LLC
ADDRESS: 517 EAST FORT MACON RD.
ATLANTIC BEACH. NC 28512
PHONE: [phone]
RDC/GYT
L:
10/21/15
DCM- MHD
GREENVILLE. NC 2785E
[phone] LICENSE NO. C-0647

STORMWATER AND CAMA SITE DATA
TOTAL TRACT = 523.553.54SF (12.02 AC)
EXCLUDING BASIN o 394.180.05 19.05 AC)
DRAINS TO UPLAND BASIN = CLASS SC
24% ALLOWABLE EXCLUDING BASIN = 94.603 SF
PARKING=107.365 SF (026.841 SF)
SIDEWALKS = 4,000 SF
STORAGE BLOCS = 6.000 SF
BUILDINGS = 51.840 SF
TOP OF WALL
FE B.o
_!
-
-
CLUBHOUSE
= 9.900
SF
-
°
J.�\
.�
BATHHOUSE
GRASSPAVE
OLD TOWN PARKING
= 400
= 10.735
SF
SF
(02.684 SF)
FEB 2s s� / rA/✓ �+
_ ��/�
5,/
\l/ .6- + //\
•L��- F'rF I /
/
ASPHALT = 12.284
PERVIOUS PAVEMENT = 13.251
SF
SF
(f3.313 SF)
+
-\\\•,�
/! \ d
FF
_<a0' cMMA P_ I
TOTAL = 215.T75 SF
(11T.262
SF)
PROPOSED % IMPERVIOUS
- 54.74%
(29.75%)
�/ i/\ \\
"{5
\ %'
- c /' �� ^�•••
F T\\i/
Oi \ . \.\ / lq,_
•:•q \\ \ \ / .'
CAMA SITE DATA
to
E
'+bAMA UU1
: d
AREA WITHIN 75'AEC
= 166.291
SF
II
30%ALLOWABLE BUA
= 49,887
SF
�I-gF�c$F�i4.i 'Iw �rl I Iql
PROPOSED BUILDINGS
= 40.978
SF
III
I
1 1�1 ( 'hlrA'
` 1� -i 1 l T 1 Yrt1
PROPOSED SIDEWALKS
PROPOSED PARKING
= 340
= 20.068
SF
SF
(05.017)SF
x Eei5'1-'C_.\"...LIII
//I I'
i ;�
I 1
=i�`--i`� II
\ 1• i l• T��
LI S }y,.�L-,-+--1 Ir'xy yd --. 4'.
TOTAL IMPERVIOUS
= 61.386
SF
(46.335 )SF
o t\ I { \\ \\ +M1 4F9.0 % 9 I i'�1 C 1 lIIli ' / /e ✓-P � I 1i l I� I I �_� � Tl �I v-`' ..
S % IMPERVIOUS WITHIN 75�AEC = 36.91% (27.86%)
• I� \ \ - -� IIIIII / 'i,l I� _-;�{�-r;*--1-Tlll - .� 11 / �� /�_ems P•1 `7j7� Yl
*NOTE: (____1 25%REDUCTION FOR PERVIOUS PAVEMENT
\ m1 v /
% EB 15
n• FF9.0 K 1 -m - - q 6 IR del l l •LI: __.' \
\ \8 t \ PROFrbSED MAF NA
DEPTH -7i 9 NAV , 4! 0
FF9.1�'t F EB. 15V
'rl/
\ \ \a - ♦ m / l/i y - \ \ \ Ic A+ rye +
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I
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T x I I 1 \Illlglll111
jl 1�' CCONNS pqNGED DUR 'WµL NDPf
V III \ \ \ 8.0 CONIlC41NG At -IL- RBOF DlIM5P00TS- ITV
\ ^su B10 �' AND DIRECT TO YERVIQIS yAVEEENT v
_� _ _ _ _ ]� _ _ _ _ _ _ \ A.D'L%FAiN M A VEMEEST
\ \ + \ \I, ^ IPB ��\� \a\ V �- - o T� �' INVERTp TYdICAILv L B I01NG5.--i- _ -
\' \ \ p 1 J n v; / \�
Q6�PERFORATED DULL NPLL MOPE � -g i � \ - fi - - - fsmm35-
CRINECTINC ALL RODE DOWNSPOUTSAM \ \` \ __ \ / �` \ `a
i1.0%..ETYPICAL TO 1LLYBUILDINGSNENT -i' �\ d/�'� e i
\ 5 / j \/ Ar
J 1 \ A *`°S �t �__ __ _-r,•AEZT-,._'�__m ___ �_�_ e __ \may — __
( � F
t
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s
a
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a u _
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Am
l.�°11\ I T�=6.I ?ib �, �;y `i �• ^-r�.a.,..l,.,. s p—A//o��/
PROPOSED DREDGING/EXCAVATION
(TOTAL 62.430CY)
OA i DRIVE 30'�ASEIVIE­NT
.
.1 30 F .F 120
OCT 2 A 2015
SCALE: I"ma F , , Cl 1
N CF 1t
T TD-A
i FI" LE MIPY10
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' _. R� Iry �is:.a � r' —1 FN T061 / //�4 \•rt. 4v �/ A � o�a°
C8
A,KNr.\° ^ RECEIVED
�.
®PROPOSED DREDGING/EXCAVATION T� ,•.; •'�� s \`\, *bbb •"•' e FEB 11 2016
(TOTAL 62.430CY) \.4� .'TS \ �\\• /a1, /1
MHD CITY
qgpp \ o
�,HBOµ+_• ;
60 30 0 60 120
\ \` \ A' B=^� REVISIONS:
GRADING AND STORMWATER MANAGEMENT PLAN w eF arc 4Esrrrsw
l arr ties plrmE um uo
SOAVE: 1"= 60' 1 OCFANSIDF YACHT CI I JR
SxEEi .5 G tr
PNOJECI nPYt °10-•
SIG! FILE s�wip

SEEDING SCHEDULE
SEEo DEAL PKPAMUT ION
LIIF - Z TMS/AC
1. FROM SEPTEMBER 1 - MARCH T. USE WSCAN IFIED SERICEA SEED
10-10-10 — 1.00D LBS/AC
L OM POORLY DRAINED SITES WIT SERICEA AND INCREASE KWF
SURFACE ROWMENIMO: IF RECENT TILLAGE OPERATIONS HAVE RESULTED
TO 30 LBS/Ac
IN A LOOSE SURFACE. ADDITIONAL WOUTZ. INS WT MOT BE MWIRED
3. MERE A NEAT APPEARANCE IS DESIEREID D. MIT SERICEA A
EXCEPT TO ME AF UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
INCREASE ROBE r0 40 LBW/ C.
10 BECO E SEALED W CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BT
A' BETMEN APRIL IS UB AUGUST 15. ADD 10 LB/AC fFRMAN MILLET
DISKING. RAF ING ORHARROFINO. DOOMS OR PRISON SLOPES STEEPER
ON 15 LB/AC SUMN ASS. PRIOR TO My 1 OR AFTER AFTER A15. ADD
THAN LI ON THE CONTOUR BEFORE SEEDING.
35 LBIAC RYE IGRAINI.
TEwpIMT SEEDING MIXTI/E
PtMNKNI SEEDING BIIllm tsingS t DITCKS1
t OFCFNMR 1 -AMx 151
COUPON BERMDAGRAS$ - - 00 LBS/AC
RYE IGRAINI - 120 LBS/AC
KME LESPEDCZA ISCARIFIEDU---SO LBS/AC
MLCHING
IMII ANNUAL LEYEWZA WHEN DURATION W TEMPORARY COVER IS MOT
STRANI FMAT. DAYS. BANE EY.RYEI - 1-2 TONS/A[ AFTER SEEDINGI
TO EXTEND BEYON-AUGUST
JIIIS,
15TRAt SHALL BE DAY. UNCH-200
APRIL rs-AMNRKT Is1
CEO T M OF NURCH
M---
ASMLLI r.cL____________________z0D cu.rtW W IWAGH
GERMAN MILLET - 40 LBS/AC
1. APPLY 40M LB/AC STRAW. WNW STRAW BY TACKING WITH ASMALT. IETTIND.M
(AU� T 1[ rcfcwFR w1
A MULCH ANCHORING rML. A OISK WITH BLAHS SET NEARLY STRAIGHT CAN M USED
AS A MACH ANCHORING TOM.
RYECIDtAIXI - 25 LB
AI
Z' A CNAMEL LINING WTERILL ISEF DETAIL BELOW' SH4l COVER rME BOT1M W
16 IT IECESSDIY TO EXTEND rEIiMARY COVED BEYW JIRRf I5.
SA4E5 6 DITCHES. THE LINING SNALL EXTEND ABOVE THE HIGHEST DEPTH OP FLUX
OVERSEEO WITH 50.B/AC FWE.I
WITHIN GIVEN WANIEL. W CH M L SIDE SLOPES ABOVE THIS HEIGHT ONLY STRAW
PEM1M40T SEEDING MIXIM
A$ PVIY INSTRUCTED.
REMSLINTEMMOU
W
TALL FESCUE______________________ w LBS/AC
MAMA BMIAWASS------------ SO LBS/AC
IF GROWTH IS LESS THAN FULLY ADEMATE. MFERTILIZE IN THE SECOND YEAR
SERICEA LESPEOEZA---------------- JO LBS/AC
WITH SOO LB/AC 10-10-10 FERTILIZER. NOW AS NEEDED MEN SERICEA IS WITTED
KWF LESMWZA - 10 LBS/AC
FROM THE MIXTURE. RESEED. FERTILIZE AND MACH DAWDD AREAS INFEOIATELY.
. M/�►g _ ��i- ! y /EEC►
19.0
I
1T�o Y
1 I I I I I i. I I 19 I
/ _ h NOPDSEN Nt -
X.
P OSEp TECH RY pp �M�g�
\ ERNENIXING OPLAN ..�x .DEP`N=L9_NAVDR
\, BISIH E%EAl/1TION
� : _�_ � \��\III Y c 1 4,� _ -I= `'_`4O7P+.•-i�l `� _�-`�`���^tea\° \ i _ �. ��� - _ _-_. \. , \\
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W.9-IJA IAA
I- -
;IM 10RINA
1 -T.9 NAW080 -
3ASfN OEM'
�\ ASIN E \
PROPOSED MARINJ
DEPTH -7.9 NAVD88
I \ / FFiC
\ IS
I I Al IL
_---'_
/r�1 FID..
t v r v
\
I TEEPORMY
1 SILT FENCE
LARD DISTu
TS
\ \_ LIMI11.'
1
1
1
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\
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9
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1 � Irr r , \ `\
FE FE
11,7 \ill -a°— �r'T///+ FWP/'' -----' OLDE"I`E33V!N-E IAA-t+IT-_OLla-DRIVE -8-"E-A-SFTMENT-\__-ICEITSSIii°2ABN
CONSTRUCTION SEQUENCE \
-- --__-I
1. FIRM ARMY RELOCATE EXISTING WSTWTIWS.
5.
CWS,RCY BOMDIMS.
2. IMT41, STORE CP6TRICi1W EMRMICEISI.
9.
FINE MADE MRS OTHER THAN PICK LOCATIONS.
3. INSTALL SILT FENCING AT SPECIFIED LOCATIONS. BEGIN MARINA EXCAVATION
10.
SEED AIO W&CH ALL AURAS OE DISTUOAxff HALT M BE PAVE. WIrxIN
6 STOCKPILE AT LOCATIONS TO WE MYERIINED BY CONTRACTOR RD ON
T DAYS O LAD DISTURBANCE.
HALL YB A PERMITTED SITE. LEAVE RW TO MR HATER IN RACE DURING
II.
CLEAR MDIENT FROM ORLAID NMIW BASIN AND REMOVE LAID RUB TO WEN WATER.
CONSIREIION.
12.
WE CONSTRUCTION TRAFFIC HAS CEASED AND ADA.IAETNT SOILS ARE VEDYAMD
A. ON SITE. VIA xTA IN 0.5%AWE Al PIP SUBMARINE LOCAT I05
REVERE THE GEOTEXTILE AND SOILED AGGREGATE WAD INSTALL THE REMINDER
BY EIIMR TERRACING W CWSTRICr RG A PERMANENT BARRIER AI TERRACES.
O THE PICK SYSTEM PER THE PLANS.
s. INSTALL WATER 6 SERR UTILITIES.
13.
KRONE STORE CONSTRUCTION ENTRAMCEISM.
6. INS14L NOR ONINAGE PIPING WITHIN PERVIOUS PAVEMENT AT A MINIMUM
14.
REWORK FINAL WAVING. SEED MD MULCH ALL RIMMING DISOWNED AREAS.
10 TIE IN THE MAR BUILDING R06 WAINND.
15.
REMOVE SILT FENCE.
T. CONSTRICT THE AGGREGATE SUBBASE AD BASE W PROTECT THE SURFACE
CONTROLPLAN
O THE SM AGGREGATE WITH PERMEABLE WOUXTILE AND All AWITIONAL
3 IxCIES 1NICR LAYfR O THE SAE WSF WOIFWYF ORFR ixF DOi[xIILE.SMEETNOW
E
YACHT CLUB
,2EANSIDE
PROJECT--EOTO-A
DESK.FILENLMDOTO/PBIIOTO-VPMIOTO-K CAMA.UM
AD CITY. CARTERET COUNTY. NORTH CAROLIN
:F 40 0
jjjjjjj�,1111,,, jjj/�jjjjj��jjj/.I
:0
160
I I I, I I I I III I I I III I I I I1
I I I III I I I III
,,,,,, �j��%j lllll11111, 1111,1..11lll1
:L
CLIENT:
CRYSTAL HOLDINGS.
B B
.BR
ADDRESS:
W W B
B
ATLANTIC • NC 28512
B
I
PHONE:
ION
0
B
r--4-__1� ml
RECEIVED
REVISIONS:
OCT 282015 - -°�`
DCM- MHD CITY
STROUD ENGINEERING, P.A.
107 B COMMERCE STREET
GREENVILLE, NC 27858
[phone] LICENSE NO. C-0647

G
S EET n W 12
F ECT nVM107
0-
DESIGN FILE N:PM10
0
-8
0+00
FIN ISHE
GRADE
1+00
SECTION A -A
D�
2X WOOD-t\{)•0�
CMSTRWTION.NN
T
12
10
u
I
—e PROPOSED UPLAND EXCAVATION
® (TOTAL 57,730CY) —10
2+00 SCALE 0w0
H: 1"= 50'
V: 1'= 5'
18" MAX. 2X10
CAP WIDTH 2X DECKING STRINGERS
4 NAVD88 2X GIRDER
3 NAVD88 THRU—BOLTED
I
I
2 NAVD88
1.2 NAV088= NHW
1 NAVD88-------
I
0 NAVD88 3.1 TIDE
I
—1 NAVD88 AMPLITUDE
—2 NAVD88
1.9 NAVD88= NLW
I —
I
—1 NLW —3 NAVD88
—2 NLW —4 NAVD88
I
—3 NLW —5 NAVD88 LO
—4 NLW —6 NAVD88
—5 NLW —7 NAVD88 UPLAND BASIN
j —6 NLW —8 NAVD8 — — L 9NAV28L -
-7 NLW —9 NAVD88 MORGAN CREEK cv
AAkNI I'11 _�- ff -Ill El HE
I
BY OTHERS l-I I _
MIN-EMBE6MEN I, I;
BULKHEAD DETAIL WITH FINGER PIER
1.00
SECTION B-B
10
0
-10
2+00
RECEIVED
REVISIONS:
O C T 2 8 2015
DC M- MHD CITY
tOSS SECTIONS
OCEANSIDE YACHT
CLUB
40REHEAD CITY, CARTERET COUNTY. NORTH CAROLINA
CLIENT: CRYSTAL HOLDINGS, LLCE:RCYTE
(DRESS: 517 EAST FORT MACON R
ATLANTIC BEACH. NC 28
PHONE: [phone]
STROU0ENGINEERING, P.
ATE.
107 B COMMERCE STREET
10/21/15
GREENVILLE, NC 2785E
CAL
[phone] LICENSE N0. C-0647
AS NOTED

50
40
30
20
BUD
0
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ERIAL
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MATERIAL
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- - - I_ SIDEWALK
- _ _I_ PROPOSE _ L
GRADE a
. - ' PROPOS{ D-
UPLAND
P OPOSED`
BASIN- _____�
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DREDGE AMOWNT
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IMAR Ai PTH I-7. NAV
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I I I I
I I I I
_ _. _ - _ _ _ _ _ _ _
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_ _ _ _ _ _ _ _ _ _ _ _ _ _ _
I I I I
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P
I T H -
A +�
0 0 0 0 0
0 0
SECTION GC
SCALE H: 1"= 50'
V. 1"= 5,
P 1(f
®PROPOSED DREDGING/EXCAVATION
EXCAVATION = 57.73OCY
DREDGING = 4.7000Y
RECEIVED
OCT 2 S 2015
DCM- MHD CITY
50
40
30
20
10
0
M 62
IT wtft;070-D
I FILE RTIDO'

UTILITY PLAN CLIENT: CRYSTAL HOLDINGS. LLC
517 EAST FORT O C EAN SI D E YACHT CLUB ADDRESS: ATLANTIC BEACH. NCN28512
1z PHONE: [phone]
wpM:010M
RECEIVED
REVISIONS:
OCT 2 8 2015
DCM- MHD CITY
GYM„ STROUD
P.A.
eV GREENVILLE. NC 27858
LE: [phone] LICENSE NO. C-0647
1"= 80'

Y
CONCRETE PAVERS MIN. 3-11'
THICK FOR VEHICULAR TRAFFIC
I SEE NOTE 11
TYR. NO. T8 AGGREGATE
IN OPENINGS
3000P£1 12'x 12' CONCRETE EDGE RESTRAINT
SET 3 ABOVE TOP OF PAVERS WITH 2b 5
-. LONG ITUOINAL BARS AND CONTROL JOINTS W 10'-0- O.C.
23.6"
I'MIN
X' THICK WASHED NO. 57 STONE
BPEN-GRADED BASE
12' WIDE GE07EXTILE ALONG PERIMETER.
TURN 1P AT CONCRETE EDGE A EX.CURB
(DO NOT COVER ENTIRE TOP OF BASE)
8' THICK WASHED NO. 3 STONE SUBBASE
TO PROVIDE WORKING PLATFORM
INSTALLATION
SOIL SUBGRADE (SCARIFIED)
GRADE NOT TO EXCEED 0.5%
HEAVY DUTY GEOTE%TILE (RECOMMEND MIRAFI
R5280i OR 380i. OR APPROVED EQUAL)
NOTES:
1. PICP SHALL BE INSTALLED BY EXPERIENCED ICPI CONTRACTORS WITH PICP CONSTRUCTION.
INSPECTION AND DETAILING SKILLS.
2. PERVIOUS CONCETE MY BE USED IN LIEU OF THE PAVERS. PAVEMENT STRUCTURE TO BE
DETERMINED BY PERVIOUS CONCRETE CONTRACTORS. MIST HAVE MINIMUM B - W57 WASHED STONE
TO MEET THE WATER OUAL17Y DESIGN DEPTH.
SCALE: NOT TO SCALE
1 PERMEABLE INTERLOCKING CONCRETE PAVERS
rSAWCUT AT EXISTING ASPHALT
CONCRETELOCATIONS AND SEAL JOINT
PAVERS
O o nn 00. o Oo p PROPOSED/EXISTING
�oQQ o0OCPW O$ �08 SUBBASE
O a� o0 0 12' (300 WIN) WIDE GEOTEXT ILE
SEE PERMEABLE INTERLOCKING ALONG PERIMETER - TURN UP AT
CR TE PAVERS INTERLOCKING
CONCRETE 100 NOT COVER ENTIRE
CON
PROPOSED/ TOP OF BASE)
P�jO(10 OOOOO O SUBGRnOE NOTE:
CURB LOCATIONS
v.0 onW� Q:t= e0 IHE FRO 6EFACE OF T ALONG
if THE FRONT FACE OF THE CURB
3' —{ AND EXTEND THE DEPTH OF THE
PROPOSED PAVER PAVEMENT
SOIL SUBGRADE 15[APIF IEDI STRUCTURE OVERLAPPING THE
PAVEMENT STRUCTURE 12' TO
PREVENT SOFTENING OF MATERIAL
UNDER THE EXISTING CURB
HEAVY DUTY GEOTEXTILE (RECOMMEND MIRAFI
RS280i OR 380i. OR APPROVED EOUALI
1 GRADE BEAM BETWEEN PERMEABLE & IMPERMEABLE PAVEMENT I
-T-
US, vS/ Aw
1<611
GENERAL NOTES.
1.ENGINEER MY SPECIFY LOCATION. RAID
TO ALIGN WITH EXISTING OR PROPOSED WALKS.
2.GRAOE CHANGES FROM SIDEWALK TO RAW
TD BE A MAXIMUM M 12:1. DISTANCE TO BE
GOVERNED BY GRADE.
3.CASES "ERE THE S'-O' LENGTH OF RAW
CAN BE ACHIEVED. KEEPBACK OF WALK
N
UNIFORM GRADE.
W10 OF
T W,PY"Y"
• C
B%�jy �SW'••�
SCALE: HOT TO SCALE
TYPICAL SIDEWALK SECTION
24
PERMEABLE PAVEMENT
°
g 8 8 8 8
ACTIVITIES PROHIBITED:
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE-ICERS
NOTE! LOCATION OF SIGN TO BE
ADJACENT TO PERMEABLE PAVEMENT
ANDPCH,LACTMENT BY OWNER AND/GR
SCALE: NOT TO SCALE
PERMEABLE PAVEMENT SIGN
2-6j ITNHICCX XWASHED
i)
Ex. EDGE M
PAVEMENT
RON
?FINISH RADGRASS CELL WILL MIX,
�,I MZ-TOPSOL, 70%Z 7BM AGGREGATE
PERMEABLE GEOTE%TLE
2.0' AM GRASS CELL
CRUSHED. CLEAN, WASHED STONE GRADED -I
FROM 0.25 - 1.5" WITH VOID SPACE AFTER 6" (MIN.), DEPTH
COMPACTION W 40/.(SUCH AS AASHTO •57)
NOTE: WHERE THE GRASSCELL MEETS ASPHALT
SURFACE INSTALL EMIL IMPERMEABLE PLATE OR
LINER AT THE FACE BETWEEN THE TWO PAVEMENTS
AND EXTEND 12" BELOW THE BASE COURSE
ALL
ARE
ACF GRASSCELL
SCALE: NOT TO SCALEI SCALE: HOT TO SCALE
STONE CONSTRUCTION ENTRANCE I HANDICAP SIGN
SCALE: NOT TO SCALEI SCALE, NOT TO SCALE
HANDICAP CURB RAMP I DREDGE SPOIL PILFISTOCKPILE
OCEANSIDE YACHT CLUB
CLIENT: CRYSTAL HOLDINGS. LLC
ADDRESS: 517 EAST FORT MACON RD.
ATLANTIC BEACH. NC 28512
PHONE: [phone]
T
SCALE: NOT TD SCALE
A" DOWNSPOUT FOR
ROOF DRAINAGE
�' OVERFLOW .I.
` PTO 6'HDPE
SCALE: NOT TO SCALE
DOWNSPOUT OVERFLOW
MNT
RPCEI\WDRVATION WELL
REVISIONS:
O C T 2 8 2015
DCM- MHD CITY
V GREENVILLE, NC 27858
[phone] LICENSE NO.C-0647
PIPE

8 MAX.STANDARD
D STRENGTH FABRIC
WITH
WITH HIRE FE N[E
•'T
NOTES
6'MXX.EKTRA STRENGTH FABRIC
WITHOUT MIRE FENCE
IRON BOX
1. INSTALL CONCRETE DONUTS AROUND ALL CLEAROUTS. �1 BRICK SUPPORTS
STEEL POST
2. IF LESS THAN 36"COVEN. WIN A SERVICE PIPE
1.-
BACKFILL WITH SAND FROM
TRENCH EXCAVATION. COMPACT
WIRE FENCE
SHALL BE DUCTILE IRON PIPE. SCH MO SCREW
TO 95% MODIFIED PROCTOR
FILTER FABRIC
STEEL PAST
FINISH GRADE O+ PLUG
IF UNDER PAVEMENT OR WITHIN
TRENCH
AND
AND COMPACT
THOROUGHLY
NATURAL
V,
10 FEET OF ANY PAVEMENT
OR OTHER FOUNDATIONS
SLOPE HALLS TO ANGLE
WIRE FENCE PLASTIC 011
0
g
VOF
REPOSE O SOIL OR PROVIDE
I
b.e°o•ROUND
WIRE TIES PSLOP
RIC
SHORING.
BACKFILL USING MATERIAL
NATURAL °•0 a o°•0• 6'MINFROM
TRENCH EXCAVATION
OIND 2M' o.
a• Scx MO PVC
—
AND COPACT TO
iv IV.o00•
1.0X MIN.
MODIFIED PROCTOR.
R.tfi�
'<'".:':'.'.'.'.°NO.
INARGNO
CG
57 STONE BEDDING FROMSOR-l5
T9EBCN
LINE 0YE M"PVC CAP
'
pF 6" BELOW PIPE TO
.','.',',',7
.�,�,�, �1 I
SCH CO STUB OUT
UB O
TOP OF
TOP 6 PIPE.
II � I
=
_ FILTER
ZA I FABRIC H CROSS SECTION
NOTE: IF LESS
PIPE DIA.+ 24'
II VIEW
ERVI CHTHAN
P I36"PE SNLLL
"I NII
BE DUCTILE IRON PIPE
II
LJ Li
SCALE: NOT TO SCALE
SCALE: NOT TO SCAL
SANITARY SEWER SERVICE
SEWER PIPE TRENCH
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE FENCE.
CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS Y FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE. AND AS CLOSE AS POSSIBLE
TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
M. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
3'STAINLESS STEEL
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
METALLIC TRACING TAPE 1' ABOVE
MANHOLE VENT
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROU6R THE FABRIC. WITH EACH PUNCTURE AT LEAST
ALL PVC WATER WIN
HORIZONTIL BURIED W RING A COVER SHALL
1 INCH VERTICALLY APART. AL50, EACH TIE SHOULD BE POSITIONED TO HANG ON a POST NIPPLE WHEN
YOMp BACKFILL OVEN
WATERTIGHT
SECTION SHOULD RISE BE WATERTIGHT WITHOUT
TIGHTENED TO PREVENT SAGGING.
TRENCH TO ALLOW FOR
6" TO 90 DEG. ELL 'M A VE THE USE BOLTS
6. WRAP APPROXIMATELY 6 INCHES O FABRIC AROUND THE END POSTS AND SECURE WITH l TIES.
SETTLEMENT
(SEE PLAN FOR LOCaT10NSt L000 ZONE EL
T. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE GROUND LEVEL-
S. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
FINISH GRADE
FINISHED GRADE
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
TOP OF PAVEMENT
THE SILT FENCE FABRIC WITH THE FRONT WHEEL O THE TRACTOR. SKID STEER. OR ROLLER EXERTING AT
�..
LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE
N
iyMpiyYy,lyY
FOR A TOTAL OF Y TRIPS.
V f
SCREENED �'
m
zM
UNCLASSIFIED BACKFILL
a NOTE Ss
1. 1' MIN SILT PENCE
i 85T. STANDARD PROCTOR
io 1.] THE OF FNGY THE
n ` /
f
• •-� TOP OF M.X. RING AND
M.H.
COVER ANY FINISHED
ECCENTRIC CONE i GRADE MAY VARY WIDELY.
SECTION SEE PLAN.
SELECT BACKFILL COMPACTED
2. M EN NAVE RTS R SE TIER
_ V TD 95Y MW7p IF 1ED PROCTOR-
`
'0' RIND GASKET LIME
USE HAND OPERATED EWIPMENT
JOIIINS5TIIS 3.1 LROUT ALL LIFTING HOLES
Li
ry
ONLY.
cpAWWLpLLUU
d1T51DENOFDJEJMT o 'WO PENETRATIONS
TOP O SILT FENCE
V v
USING NON SHRINK c
GROUT
MUST BE AT LEAST V
ABOVE THE TOP O
,J
TRENCH BOTTOM SMALL CONSIST
0 - 16' ASTN C-MTB
THE WASHED STOE.
O FIRM, STABLE MATERIAL A SHALL
RIPE DNA. + I6" PROVIDE UNIFORM SUPPORT
TYPICAL ICLL WIaOLE STEPS
THROUGHOUT LENGTH OF PIPE.
• 16' O.C. A SHALL NOT BE u
_
ALIGNED OVER INVERTS
M4INTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
FLEXIBLE SLEEVES AT
ALL POINTS OF PIPE ENTRY"
DOUBLE STAINLESS STEEL
PRECAST CONCRETE STRAP W/RUBBER BOOT
NOTES:
CHANNELS TYP•
V61
BURY WIRE FENCE.
t. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. FILTER FABRIC.
•y -.
2. REPLACE STONE AS NEEDED TO ENSURE DEVATERING• AND HARDWARE
SCALE: NOT TO SCALE
I� CLOTH IN TRENCH.
STEFL MST SET L�
12"MI
EXTENDE BA9P....
'
WATER PIPE TRENCH DETAIL
OUTLET FRONT VIEW "N' A' ANART MIA
12" MIN.DEPTX NST
A' INTO%RIPGRMWAI
OUTSIDE PAVED AERA
100%COMPACTION __________.____
Vxp ISTURBEO GROUND
STEEL POST
MGT TALLIC TRACING TAPE
1 ABOVE ALL
OTE: ALL MANHOLES TO HAVE EXTENDED BASES
PVC WATER WIN
SCALE: NOT TO SCALE
TYPICAL PRECAST MANHOLE
��
' SELECT COMPACTED
IN AREA TO BE PAVED
4CLOTH
FILTER OWASHED
'YIN
10'SELECT
BACKFILL COPACTED
3' FILTER FABRIC
; +� TO 95% MODIFIED PROCTOR -
APRON ON GROUND
• USE HAND OPERATED EOUIPMENT
! ONLY.
\BURY
6" UPPER EDGE
BURY WIRE FENCE AND 1. ppRONL INTRENCHTRENCH
BOTTOM SHALL CONSIST
RECEIVED
HARDWARE CLOTH
OF FIRM. STABLE MATERIAL A SHALL
u
PIPE DNA. * 16" PROVIDE UNIFORM SUPPORT
THROUGHOUT LENGTH OF PIPE.
REVISIONS:
OUTLET SECTION VIEW
MAINTAIN 3' OF COVER OVER PIPE OR USE DUCTILE IRON PIPE
OCT 2 S 2015 WA P DATE °Esarar'G"
SCALE: NOT TO SCALE
SCALE: NOT TO SCALE
DCM- MHD CITY
WATER PIPE TRENCH DETAIL
SILT FENCE
AREA TO BE PAVED
DETAILS
CLIENT: CRYSTAL HOLDINGS. LLC
O C EAN S I D E YACHT CLUB
ADDRESS: ATLANTIC
EAST FORT MAN�N2RD.8512
RDATE:
GYT
g STROUD ENGINEERING, P.A.
107 B COMMERCE STREET
BEACH7
LRDC/GYT
10/21/15
SHEET O 12
OREENVI-935NC 27858
AL
T ILEYtYTY-1
PHONE: [phone]
12520758-y352 LICENSE NO. C-0617
DESIGN
DESIGN FILE NM PY10T0/PY10T0-M /PYt0T0-A CAW.YGN
MOREHEAD CITY, CAR TERET COUNTY. NORTH CAROL RNA
AS NOTED
PIPE 512E
D
1E55 THAN 2Y'
M'
2K'-70'
S'
MORE THAN 70'
6'

SHALL BE FERROUS MATERIAL
FOR 10' ON EACH SIDE OF
CROSSING
WATER UNDER SEWER
EWER PIPE
BROOK FINISH HALL 104Y MODEL NS1R3648
A EDGE TOOL XATCH L45T IN TOP W/
LOCKABLE HASP NOTES:
-------------------------------
CONCRETE:4000 PSI
REINFORCING:N-20 LOADING
1' BUTYL RUBBER
4
SEALANT
SCALE: NOT TO
WATER OVER SEWER
WATER OVER SEWER LESS THAN 18"
GREATER THAN 18" SCALE: NOT TO SCALE
CROSSING DETAILS
1. CONTRACTOR SHALL SUBMIT MATERIALS TO BE USED FOR APPROVAL
TO THE TOWN PRIOR TO WORK BEING DONE.
2. WATER METER VAULT SHALL HAVE 3'DUCTILE IRON CLASS 50 PIPING
THROUGHOUT METER VAULT AS PER TOM STANDARDS.
3. PIPING SHALL BE SUPPORTED BY BLOCKS AS NEW ]RED.
4. VAULT TO BE LOCATED IN AN AREA WITH NO VEHICLE TRAFFIC.
HALLIDAY LID TO BE ABOVE GRADE AND SURROUNDING AREA SHALL BE
GRADED AWAY FROM LID.
5. ALL WORK ACCORDING TO TOWN AND STATE STANDARDS WITH
INSPECTIONS PRIOR TO BACKFILLING OVER PIPING.
6. MAINTAIN MINIMUM OF 3' OF COVER OVER WATER SERVICE AT ROAD
CROSSING AND MINIMUM OF 18" COVER WITHIN ANY DITCHES.
12' X 12' X 3' DEEP
SUMP HOLE
- SECTION VIEW -
[[ METER VAULT DETAIL
N I�PFMLgE IIBaNO SXOILIN INTOK ADLUAL 3CIJECF 8LA BALLNVaETACpNF"'BRASS
SOX FOIi0CLT-OFF OUT5I DEL0E DTNEUIN.EDTER BO[iNOTUSX011N 1.
LOX-1 CAST IRON METER
BOX WITH LOCKING NICOR
MID FUND PIT LID WITH
MID MOUNT.
ANGLE METER STOP WITH 3/4'WPTUNE(EE-COTDER METER.
LUCK WINGS I POTTEDATTACH
TO WEHEAD
CITY FREOUENCY.
1' SERVICE LINE 200 PSI 1111 WqU (BLUE ENDOPDREI SVPPORVEL 1T TH 4 METERSOPIO T RIND
I"CORPORATION STOP
ccoo �c c.nnie (BALLCORP)
I REDUCED PRESSURE ZONE ASSEMBLY 1
I I FINISH GRADE
PRECAST 6' THICK.CIRCULAR
CONCRETE COLLAR/PAD
m (3000 PSI)
c VALVE BOX
WITH MTUW. > DEWEY BROS. VBX-TE-100 OR EOUAL
x gg
o TT
NEW GATE VALVE
WATERLINE
SCALE: NOT TO SCALE
NEW GATE VALVE & VALVE BOX DETAIL
NOTES:
1. 36" MINIMUM COVER EXCEPT UNDER DITCHES.
2. ENCASE SERVICE LINE IN 1-112' PVC PIPE WHEREVER SERVICE LINE IS INSTALLED UNDER PAVEMENT.
4. COORDINATE
DDSTAINLESSX IN5SERTS (IINOF NSSERTA52) SHALL BCITY FOR E INSTALLED IR METER
TYPE. SIZE. AND LOCATIONS.
5. USE 14 GUAGE TRACING WIRE FROM CORPORATION TO METER BOX.
SCALE: NOT TO SCALE EXISTING
WIN
WATER METER SET
r PVC PLUG TAPPING
NUT
:LOCKWISEI
TAPPED PVC CAP
PVC PIPE
NUIL: �HUULU LULAL LUNUI)IONS
PREVENT CONFIGURATION
SHOWN. ALL JOINTS SHALL CON(
BE RESTRAINED. 2" BRA55 NIPPLE
FOR 4' A LARGER MMIN GATE VALVE
NOTE:
BACKSIDE TAPPING OF EXISTING MAIN SHALL BE APPROVED BY THE ENGINEER PHI OR TO
PIECE ADJUSTABLE INSTALLATION OF TAP. SCALE:
LVE BOX TAPPING DETAIL
BLOCKING
SCALE: NOT TO SCALEI SCALE: NOT TO SCALE
TYPICAL FIRE HYDRANT ASSEMBLY TYPICAL PERMANENT BLOW OFF
DETAILS CLIENT: CRYSTAL HOLDINGS. LLC WEEK
O C EAN SI D E YACHT CLUB ADDRESS: ATLANTIC BEACH. NC 28512
Nit 6 12
:T .,PM1070-4 PHONE: [phone]
1 FILEN:PM101U/PM1DTO-4/PM10r0-4 CUTA.OGN MOREHEAD CITY. CARTERET COUNTY. NORTH CAROLINA
RECEIVED
OCT 2 8 2015
DCM- MHD CITY
STROUD ENGINEERING, P.A.
107 R COMMERCE STREET
GREENVILLE, NC 27858
[phone] LICENSE NO.C-0647