70-06 Oversized Plans

AR AM AM Ila IL 1 1112
UTILITY/ MUNICIPALITY CONTACTS
A, City of New Bern, North Carolina
Planning Department
P.O. Box 1129
New Bern, NC 28563
[phone] phone
Contact: Annette Stone, AICP
B. City of New Bern, North Carolina
Engineering Department
P.O. Box 1129
New Bern, NC 28563
[phone] phone
Contact: David A. Muse, P.E.
C, City of New Bern, North Carolina
Public Works Department
P.O, Box 1129
New Bern, NC 28563
[phone] phone
Contact: Danny Meadows
D. NCDENR—Div. of Water Quality
943 Washington Square Mall
Washington, NC 27889
[phone] phone
Contact: Bill Moore & Tom Steffens
E. NCDENR—Div. of Coastal Management
151—B Hwy. 24
Hestron Plaza II
Morehead Cit,. NC 28557
(252) 808 28-8
Contact: Ted _yndall & Stephan Lang;
F. Buried Cable L.,cotion
ULOCO
[phone]
G. NCDOT
Division 2
1704 N. Greene St.
P.O. Box 1587
Greenville, NC 27835
[phone] phone
Contact: Wayne Nottingham
CRAV N COUNTY
101 1 11DD
MARCH 10, 2005
f New St.
r �-
Broad St.
55 17
�- — Pol to o
lock St.
o QCj W
z 1277 v Njos
Tryon P010ce Dr
Sheraton UniOn
Point
SITE
TRENT RIVER
VICINITY MAP (NOT TJ SCALE)
NOTES 80
1, THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
J D A V I S.},1� �..
2. ALL UTILITY WORK THE PROJECT SHALL MEET THE STANDARDS AND SPECIFICATIONS OF THE CITY OF' �` -'`
NEW BERN.
510 Glenwood Ave. Suite 201 I Raleigh, NC 276031 tel [phone] fax [phone] b';
PROJECT DATA
NAME OF PROJECT:
NEW BERN SKY SAIL CONDOMINIUMS
PREPARED BY:
McKIM & CREED, PA
200 MacKENAN COURT, SUITE 200
CARY, NORTH CAROLINA 27511
PHONE: [phone]
FAX: [phone]
CONTACT: Michael D. Dydula, EIT
EMAIL: [e-mail]
PROJECT MANAGER: Grant Livengood, PE
EMAIL: [e-mail]
ARCHITECT:
JDAVIS ARCHITECTS
510 GLENWOOD AVENUE, SUITE 201
RALEIGH, NORTH CAROLINA 27603
PHONE: [phone]
CONTACT: Neil T. Gray, AIA
DEVELOPER:
NEW BERN RIVERFRONT DEVELOPMENT, LLC
1120 S,E. CARY PARKWAY, SUITE 201
CARY, NC 27511
PHONE: [phone]
FAX: [phone]
CONTACT: Dicky S. Walia, Chairman of the Bo(,-_ =C
DRAWING INDEX
SHEET NO. DESCRIPTION
G-1 COVER SHEET
EX-1 OVERALL EXISITNG SITE PLAN
PR-1 OVERALL PROPOSED SITE PLAN
P1 WORK PLAT AND CROSS SECTION —GROUND LEVEL
P2 WORK PLAT AND CROSS SECTION —MAIN TERRACE LEVEL
C1.40 EROSION CONTROL PLAN
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v&CREED
200 MacKenan Court, -iuite 200
Cary, North Carolina 27511
FOR REVIEW ONLY
Phone: [phone], Fxx [phone]
Website: www.mckim(reed.com NOT RELEASED FOR CONSTRUCTION
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60' R /AWE, S CaT -
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82
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it
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VENT PIPES FARMERS MARKET - �ti ' g cu's T�i i•131 � g'
--
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TANKS WACHOVIA BANK a 07°4� 47 5V ,` — S__'9 38 _
4.40' �1i3.38 and TRUST CO., N,A, 1 �- -^--`_`-'--
SOUTH FRONT OFF ST iCC cM
82'p8' (OFF) TRENT RIVER LAND + �-'----iL1,9F
-171 and CATTLE COMPANY, LLC `t -- f4/D' 3 eRSEA4EI, _-
\` BRtCi< tbNti_.0 119 MIDDLE ST 4Z'0? �0" E. _-__ )H VgRrE.S
a IPF
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IRF FIRST STATE INVESTORS 2105 LLC
\ - j 90.13'
375 SOUTH FRONT ST
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P aopv
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LIDS for
PK raj -- _l9 SO4 jl4t' L`A5EA_lEVj RIMN604 CITY OF NEW BERN o �% ,4C(., 4 Gr` P.4RhlA! EA
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GAS TANKS Y �^
(irp) S INV. -0.82� W F'CJRTIC)fJ (7f�0(47.S 1$1 ET i c
STEWART H. SMITH ! > - _ T -
o WILLIS SMITH CONDOUINIUUU ) _~V t _.-'r _
3 117 MIDDLE ST 1 ti �L� — --a S _ �, i2,3
RIM 5.49 DOLE
a INV. 3.21 S O 31 STOR / E 51: it j P� -- R/ R E) r .
PKF 0 ' , RfCli 1 •-- -� S_- _ UTlLl7 "
GRAVEL o { %l S 8%' 081 t " E_ - x-w - ! (J � Q CRAVEN COUNTY
ASPHALT PARKING PARKING EASEMENT �- F --__ _ __ '� CONVENTION CENTER SITE
c DB 1321, Pg 601 ! I ! L43.50- (x - - F 3S a
'1 r STEWART H. SMITH J 24 Cp i hA"�'-_-.---.~•��` SS 7r e D.B. 1588, PG. 79
WILLIS SMITH CONDOMINIMUM a jj
a / - EXISTING ( CB X PK
115 MIDDLE ST _ n 3 STORY 1 RIM 5.53 j
(( IN 2.10 �D jY a X X S 82'(?8'J7" c~
\ s PKF e S 82.08135` E c ( T 1STOR � f h DDL E.-Sf BUILDING I j! Rd t'0 _ �\ ~-1 t t Q a' r
{7 SID 5 I'J�U iJ- _°Q.U1' IF_ i
I \ ALL PkoaERPARCEL J��9 v/ zr
WEST SIDE OF AgIDDLE STREET ~— 5 9gg Npy 8 N71NO EASEMENT fJ$' SD 40
4 � 2 091 ACRES DI , GE �FfA1ENT ' 93.1 g,
D8. 1305, PC. 7g RIM 5,86 -
POR11 korASPHALT PARKING INV. 2.11? RIM 5. LLJ
8, C 122 1 INV. 2.0 # -
TRENT-NEUSE HOTEL, LLC
101 MIDDLE STREET
' APPROX. LOCATION �Fp F 2.09 acres
EXIST N CASINGFEEOER 9 y\ k ASPHALT PARKING
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for NEW BERN HOTELS, INC.
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j INV. 1.26
w NV. 0.24
TRENT-NEUSE HOTEL, LLC
100 MIDDLE ST
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1 � 1 5 EAS£Ar
SHERATON HOTEL COVERED
I � 5Q' ;,� � D.B.
O6' PG. 605 � /i � ; i n
DECK
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Retaining tVo11 „D.,
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200 MacKenon Court, Suite 200
Cary, North Carolb'na 27511
Phone: [phone], Fax: (919)233—E
AA0002567 E1300066191
4-10
SIDE 411A! K f/
PAT10 ti
—
D.B. 1127, PC. 947-
-_ - D.B. 1079. PG.-
-__-- CONCRF-7F BOLKNEAD -
ORDiNA1v CE C- ' `-`VDA4EAf r
&E< 3, PG. 512
SHERATON MARM TRENT RIVER
LUXURY NDOS & MARINA
EXISTIp
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TYPICA
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Pg
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New St•
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EDGE of PAVEMENT
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BACK of CURB
x
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WOOD PANEL FENCE
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Broad St,
17
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55 _
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0
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Vi
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CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
PUMP
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N
WATER VALVE
TRENT RIVER
FIRE HYDRANT
$
SANITARY SEWER MANHOLE
VICINITY
MAP
NEW BERN SKY cAIL CONDOMINIUMS
0VERALL EXISTING SITE PLAN
DATE:
JUNE,2004
MCE PROJ. #
02768-0001
DRAWN
LRA
DESIGNED
MILD
CHECKED
GML
PROJ. MGR.
(;AIL
SCALE
M&C FILE NUMBER
02768
DRAWING NUMBER
HORIZONTAL:
1 "= 50'
VERTICAL:
EX--1
NA
2 of 6
STATUS: Preliminary Design REVISION
s
REV.NO,
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Q 3 •T31� " w CIS 82'08 f SOUTH FRONT (OFF) ST TRENT RIVER LAND
`+ - - and CATTLE COMPANY, LLC j
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Q FIRST STATE INVESTORS 2105 LLC 9015 375 SOUTH FRONT ST
1 END CASING (' f = �v« -1 ® In 13 91
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Q wiLLIS SMITH CONDOMINIMUM OUTLETING CONDO
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\ r -_' 2 - 54" HDPE WATER
NC GEC. ONU. (� r ~ e � = MODULE t STORMWATER
"E 146 A " G � S -- QUAU7Y UNITS (SEE DETAIL
N 49843h.238' \ 2 \ Zg _ - - SHEET)
I 1 \\ o \ TRENT-NEUSE HOTEL, Ll 1 a FOOTPRINT AND1- 1 /
\ � �o MIDDLE STREET FOUNDATION WALL LINE
\ l 2.09 0Cr85 OF BUILDING ABOVE
APPROX, LOCATION r j j HOTEL, LLG
EXI5T. FEEDER LINE \ - I I J j f }II�i?1 PIQi�7W `.�
IN CASING „ �� DRA111RCEMICIDLE ST --" �.-
1 EASEMENT
PARKING LOT
CITY OF NEW BERN
D.B. 1526, PG. 465
o
W.C. & B.T. ANDERS
D.B. 1028, PG, 245
fJ
ra
Q R.E. Bt C.J. CLARK
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88'0._�- � / �•
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,--s�� 1peta sOi ea3o---_-�—_�
FUEL DOCK ' RR'
SIPEWALK� — 14 88'00'01" 1N 340.57' Toto1 J G� DOCK
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Box gYPICAL
. CITY of NEW BERN `��P —y EXSTING
1 ' I 3e w/CO CRE
EASEMENT AREA aULKHEAO MON MENT FLAG POLES
AROUND DB 1079, Pg 845
DOCKS A, B. C, D, F and FUEL DOCK - -
for NEW BERN HOTELS, INC. O I —T-- -- _-- _ O
DB 1669, Pg 824 A ^ - OUTLET TO RIVER, (�
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Permit #114-03
D C M 114-
August 2, 2005
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EXISTING
METAL PIUNG
TYPICAL
SEAL
SEAT
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4i;�;ANICKM&CREED
200 MacKenon CourL, Suite 200
Cory, North Carolina 27511
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AAOOD2667 EB0006691
www.mckimcreed. corn
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SHERATCN MARINA
METAL PILING
TYPICAL
WAI.1C y _,' i CUtEkkO
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RIVER o
EXISTING (I
METAL PILING
TYPICAL Q C
Q f__
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permitted and installed under Majo
permit #114-03 /
D C M
August 2, 2005
PROJECT DATA:
J DATA:
90 CONDO UNITS
FITNESS FACILITIES 2,500 SF
RESTUARANT 4,500 SF
OFFICE/RETAIL 7,30C cc
PARKING DATA:
(CONDO & MARINA)
REOUIREO PARKING SPACES: 323 SPA:
REQUIRED HANDICAP SPACES: 6 SPA"
PROVIDED PARKING SPACES: 167 SPA-__S
(INCLUDING 6 HANDICAP SPACES 5 R_G . 1 VAN)
PROVIDED SHARED PARKLYG SPACES:'59 SPACES
TOTAL PARKING SPACES PROvF:ED: 336 SPACES
I
V U, {
CRAVEN COUNTY
CONVENTION CENTER SITE
u
D-B. 1588, PG. 79
y
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LEGEND
IPF OO
IRON PIPE FOUND
IRF O
IRON ROD FOUND
RR 0
RR SPIKE FOUND
CMF 0
CONCRETE MONUMENT FOUND
PKF Q
PK NAIL FOUND
R/W
RIGHT of WAY
N/F
NOW or FORMERLY
DB
DEED BOOK
Pg
PAGE
- '- --- -
EDGE of PAVEMENT
BC
BACK of CURB
x---x—
WOOD PANEL FENCE
--� -- -
BRICK WALL w/ IRON RAIL
UNDERGROUND ELECTRIC
UNDERGROUND FUEL LINE
-
UNDERGROUND TELEPHONE
-
UNDERGROUND TELEVISION
UNDERGROUND WATER
TREE w/ DIAMETER of TRUNK
LIGHT POLE
iO
TELEPHONE PEDISTAL
®
TELEVISION PEDISTAL
ID
ELECTRIC BOX
0
MONITORING WELL
0vX
HUBS
DI
DROP INLET
CB
CATCH BASIN
RCP
REINFORCED CONCRETE PIPE
®
PUMP METER
Dd
WATER VALVE
FIRE HYDRANT
$
SANITARY SEWER MANHOLE
NEW BERN SKI' SAIL CONDOMINIUMS
OVERALL PROPOSED S11E PLAN
New St, aen
C Broad St ----- rJrJ
-~ 17
__ `w N Pollock St, 1
0 n m Lj
r° 1277 4v----____-_ BUS
70
Tryon Pal®ce Dr i
Sheraton �.,, Union
C�n ` -
-.� Pain t
TRENT RIVER
VICINITY MAP
O04
SCALE
M&C FILE NUMBER
02768
000,
i_RA
HORIZONTAL:
DRAWING NUMBER
MDO
1 "=50'
VERTICAL;
PR-1
GML
Gr+AL
NA
3 OF 6
DATE:
JUNE. 2
MCE PROJ. #
02768—
DRAWN
DESIGNED
CHECKED
PROJ, MGR,
STATUS: Preliminary Design REVISION
� J

1 IREVISED PER CLIENT
REV.NO.
PLAN VIEW
3-10-2005 1
SEAL
SEAL
44
e MCKM&CREED
200 MacKenon Court, Suite 200
Cary, North Corolino 27511
Phone: [phone], Fox: (919)233-81-
AA0002667 E80006691
CROSS SECTION AT A -A
SCALE: 1 '_ 5'
NEW BERN SKY SAIL CONDOMINIUMS
WORK PLAT AND CROSS SECTION
GROUND LEVEL
JUNE. 2004
[DATE:
NICE PROD. #
02768-0001
DRAWN
LRA
DESIGNED
MDD
CHECKED
GML
PROJ. MGR,
GML
SCALE
HORIZONTAL:
NA
VERTICAL:
NA
M&C RLE NUMBER
02768
DRAWING NUMBER
P1
4OF6
STATUS: Preliminary Design RENSION
www.rr,creed.com

PLAN VIEW
SCALE: 1 "=40'
SEAL
SEAL
S4 402A A TM & (21 E W
4w
200 MccKenon Court, Suite 200
Cory, North Corolino 27511
Phone: [phone], Fox: (919)� - - -8031
AA0002667 EB0006691
www.mckimcreed. cc-n
S�/
LUXURY
CROSS SECTION AT A -A
SCALE: 1 "= 5'
NEW KERN SKY SAIL CONDOMINIUMS
WORK PLAT AND CROSS SECTION
MAIN RAISED LEVEL
DATE:
JUNE, 2004
MCE PROJ. #
02768-0001
DRAWN
LRA
DESIGNED
MDD
CHECKED
GML
PROJ. MGR.
GML
SCALE
HORIZONTAL:
N/A
VERTICAL:
N/A
M&C FILE NUMBER
02768
DRAVONG NUMBER
PG
5of6
STATUS: Preliminary Design REySION

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CERT. NO.
51208
DATE
PROJECT:
WI.11-03077
05-2-04
REVISIONS:
DWQ SUBMITTAL
8/06/04
DRAWN BY:
MDD
:NECKED BY:
GML
CONTENT:
DRAINAGE AREA PLAN
.31

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BEGIN SILT FENCE
TEMP.
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0 0 0 0 0 0 0 0
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i -_ Olip 1 � ��
CONSTRUCTION SEQUENCE -- PHASE I
1. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRENSENTATIVE,
ENGINEER, AND NCDENR REPRESENTATIVE,
2. OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENT AND EROSION CONTROL AND GRADING PERMIT, PERMIT
MUST BE KEPT ON SITE FOR DURATION OF PROJECT.
3. CONTRACTOR TO INSTALL SILT FENCE, CONSTRUCTION FENCE, AND INLET PROTECTION PRIOR TO STARTING
ANY CONSTRUCTION ACTIVITY.
4. PROTECT EXISTING INLET STRUCTURES WITH MIRAFI DANDY POP VERTICAL INLET PROTECTION OR APPROVED
EQUAL, REPLACE AS NEEDED TO MAINTAIN DESIGN PERFORMANCE,
5, CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING
INSTALLATION OF SEDIMENT AND EROSION CONTROL DEVICES,
6. SEDIMENT AND EROSION CONTROL DEVICES TO BE INPSECTED BY ENGINEER, FOR COMPLIANCE PRIOR TO
COMMENCMENT OF GRADING OPERATIONS.
7- INSTALL SILT FENCE ALONG SOUTH SIDE OF TRENCH WHERE NEW STORM WATER QUALITY UNIT (SWQU) AND
NEW DRAINAGE PIPE WILL BE INSTALLED FROM EXISTING GRATE INLET #1 TO CONDOMINIUM SITE.
8. INSTALL INLI JRECTION AROUND ALL INLETS THAT RECEIVE STORM WATER RUNOFF FROM CONSTRUCTION
AREA. 1
9. ALL GROUND CTO BE ESTABLISHED RIOR TO REMOVAL OF SEDIMENT AND EROSION CONTROL
DEVICES.
10, ALL OF THIP WMUST BE COMPLETED AND APPROVED BY THE ENGINEER AND TOWN OF NEW BERN
PRIOR TO STARANY CONSTRUCTION ACTI TY ON THE CONDOMINIUM SITE (SEE PHAE it CONSTRUCTION
SEQUENCE.
11, ANY DEVI TIONM THE NCDENR APP OVAL'LETTER AND THE CONSTUCTION DOCUMENTS WILL BE
CONSIDER D ACT VIOLATION of T E NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF
1973.
END CA ING-
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- --- - - - ----- - �---- - _ _--- - -
1 TEMP. "DANDY POP" CONTRACTOR TO PROTECT - - --_ IN BULKHEAD
1 t VERTICAL INLET EXISTING INLETS ON -SITE
1 PROTECTION NEAREST CONSTRUCTION OF O
1 NEW 30" HDPE PIPE
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LOC,4 PON
EROSION CONTROL GENERAL NOTES
1, NO SITE DEVELOPMENT ACTIVITY INCLUDING CLEARING & GRUBBING AND DEMOLITION MAY BEGIN UNTIL
CONSTRUCTION PLANS AND ALL TREE PROTECTION FENCING INSTALLED, INSPECTED, AND APPROVED BY CITY
OF NEW BERN,
2. FOLLOWING INITIAL SOIL DISTURBANCE OR REDISTURBANCE, PERMANENT OR TEMPORARY STABILIZATION SHALL
BE COMPLETED WITHIN 5 CALENDAR DAYS FOR THE SURFACE OF ALL PERIMETER SLOPES AND 30 DAYS FOR
ALL OTHER DISTURBED OR GRADED AREAS ON THE PROJECT SITE,
3. ESTABLISH GROUNDCOVER ON GRADED SLOPES AND FILLS WITHIN 15 WORKING DAYS OR 30 CALENDAR
DAYS, WHICHEVER PERIOD IS SHORTER, AFTER COMPLETION OF ANY GRADING PHASE, ODDITIONAL SEDIMENT
AND EROSION CONTROL MEASURES MAY NEED TO BE INSTALLED IF DEEMED NECESSARY BY EITHER ENGINEER
OR CITY OF NEW BERN INSPECTIONS DEPARTMENT.
4, ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AFTER EACH RAIN AND AT LEAST
ONCE A WEEK. IF REPAIRS ARE NECESSARY, DEVICES SHOULD BE REBUILT TO MEET PLAN, DETAIL AND
SPECIFICATION REQUIREMENTS.
5. TEMPORARY SEDIMENT CONTROL MEASURES (SILT FENCE, INLET PROTECTION, ETC..) SHALL BE MAINTAINED
UNTIL ALL CONTRIBUTING AREAS ARE GRADED AND STABILIZED,
6. SEDIMENT WILL BE REMOVED FROM SILT FENCE, SITL BAGS, AND INLET PROTECTION DEVICES WHEN STORAGE
CAPACITY HAS BEEN FILLED BY 507;
7. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT REACHES 4-INCHES DEEP,
8. THE CONTRACTOR SHALL INSPECT, REPAIR AND ADD STONE TO THE CONSTRUCTION ENTRANCE WHEN IT
BECOMES SATURATED WITH MUD TO INSURE IT FUNCTIONS AS IT WAS INTENDED,
9.I17 THE MAJORITY OF MUD OR DIRT IS NOT REMOVED FROM CONSTRUCTION TRAFFIC, CONTRACTOR SHALL
CONSTRUCT VEHICLE WASH AREAS AT CONSTRUCTION TRAFFIC EXIT POINTS, MUD AND DIRT SHALL BE
INTERCEPTED AND TRAPPED BEFORE WASH WATER IS ALLOWED TO BE DISCHARGED OFFSITE. RINSE -OFF WILL
NOT BE ALLOWED OUTSIDE THE PROJECT CONSTRUCTION LIMITS.
10. DUST CONTROL ON SITE SHALL BE MINIMIZED BY SPRAYING WATER ON DRY AREAS OF THE SITE, THE USE OF
OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION IS STRICTLY PROHIBITED.
CONSTRUCTION SEQUENCE -- PHASE II
��VSE R,v�R
**"PRIOR TO ANY ONSITE ACTIVITY STARTING, OFFSITE DRAINAGE MUST FIRST BE DIVERTED TO PERMANENT
STORM WATER MANAGEMENT DEVICE LOCATED OFF -SITE (SEE PHASE I CONSTRUCTION SEQUENCE). WHEN
SYSTEM HAS BEEN INSTALLED, INSPECTED AND VERIFIED FOR PROPER OPERATION, ONLY THEN CAN ONSITE
CONSTRUCTION ACTIVITIES BEGIN.
CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL ARRANGE PRE -CONSTRUCTION MEETING WITH THE OWNERS REPRENSENTATIVE,
ENGINEER, AND NCDENR REPRESENTATIVE.
2.OBTAIN LETTER OF PLAN APPROVAL FOR SEDIMENT AND EROSION CONTROL AND GRADING PERMIT. PERMIT
MUST BE KEPT ON SITE FOR DURATION OF PROJECT.
3. CONTRACTOR TO INSTALL TREE PROTECTION FENCE PER PLAN AND GAIN APPROVAL FROM CITY OF NEW
BERN INSPECTOR.
4, CONTRACTOR TO INSTALL SILT FENCE, CONSTRUCTION FENCE, AND TEMPORARY CONSTRUCTION ENTRANCES
AT BOTH LOCATIONS.
5. PROTECT EXISTING INLET STRUCTURES WITH MIRAFI DANDY POP VERTICAL INLET PROTECTION OR APPROVED
EQUAL. REPLACE AS NEEDED TD MAINTAIN DESIGN PERFORMANCE,
& INSTALL TEMPORARY DIVERSION DITCHES WITH INTERMEDIATE CHECK DAMS, AND SILT BAGS AT INLET
STRUCTURE AS REQUIRED PER PLAN. DITCHES ARE NOT TO GRADE OPEN TO INLET. DITCHES SHOULD HOLD
WATER PRIOR TO DISCHARGING INTO INLET. CONTRACTOR REQUIRED TO USE PUMP TO REMOVE WATER FROM
DITCH AND SEND INTO SILT BAG PRIOR TO DISCHARGING INTO INLET, OUTSIDE BANK OF DITCHES TO BE
GRADED HIGHER THAN INSIDE BANK of DITCH TO ALLOW OVERFLOW DURING RAIN EVENT TO BE CONTAINED
ON SITE.
7. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF EXISTING UTILITIES TO AVOID CONFLICT DURING
INSTALLATION OF SEDIMENT AND EROSION CONTROL DEVICES.
& SEDIMENT AND EROSION CONTROL DEVICES TO BE INPSECTED BY ENGINEER, FOR COMPLIANCE PRIOR TO
COMMENCMENT OF GRADING OPERATIONS.
9. GRADING AND DEMOLITION CAN COMMENCE AFTER ABOVE ITEMS HAVE BEEN APPROVED. CONTRACTOR TO
GET GEOTECHNICAL RECOMMENDATION PRIOR TO FILLING IN POND OR BRINGING FILL MATERIAL ON SITE,
10. PRIOR TO COMMENCING BUILDING FOUNDATION CONTRACTOR TO INSTALL SILT BAGS PER PLAN ALONG RIVER
BULKHEAD AND ENSURE DRAINAGE TOWARD RIVER. ALL STANDING WATER FROM DEWATERING FOUNDATION
WILL BE REQUIRED TO BE PUMPED THROUGH THE SILT BAGS, SILT BAGS ARE TO REPLACED PER
MANUFACTURES RECOMMENDATIONS.
11 W P N . NE PROPOSED ONSITE STORM 0 S S DRAINAGE DEVICES WILL NOT ACT AS SEDIMENT AND EROSION CONTROL
DEVICES. SYSTEM IS ONLY TO BE BROUGHT ON LINE WHEN PROJECT IS SUBSTANTIALLY COMPLETE AND
CONTRACTOR HAS OBTAINED APPROVAL FROM OWNERS REPRENSENTATIVE, ENGINEER, AND NCDENR
REPRESENTATIVE ON REMOVAL OF SEDIMENT AND EROSION CONTROL DEVICES,
12. ALL GROUND COVER TO BE ESTABLISHED PRIOR TO REMOVAL OF SEDIMENT AND EROSION CONTROL
DEVICES.
13. ANY DEVIATION FROM THE NCDENR APPROVAL LETTER AND CONSTUCTION DOCUMENTS WILL BE CONSIDERED
A DIRECT VIOLATION OF THE NORTH CAROLINA SEDIMENTATION POLLUTION CONTROL ACT OF 1973.
LEGEND
TEMPORARY VERTICAL INLET PROTECTION
SF SF-
TEMPORARY SILT FENCE
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GRATED INLET
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DIVERSION SWALE/DITCH
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5
PROPOSED CONTOURS
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CERT. NO.
61208
DATE
PROJECT:
WHI-03077
05-2-04
REVISIONS:
SITE PLAN REVIEW
06-03-04
DRAWN BY:
SITE PLAN REVIEW
07-07-04
SITE PLAN REVIEW
03-16-05
MDD
;NECKED BY:
GML
CONTENT:
EROSION CONTROL PLAN
C1.40