142-06 Oversized Plans Erosion & Stormwater Management

LEGEND
R/W
= RIGHT-OF-WAY
pp =
POWER POLE
LP =
LIGHT POLE
MSL
= Mt_AN SEA LEVEL
FFE =
FINISHED FLOOR ELEVATION
EP =
EDGE OF PAVEMENT
CLR =
CENTERLINE ROAD
FH =
FIRE HYDRANT
WV =
WATER VALVE
GYE =
GUY WIRE
ES =
ELECTRICAL SERVICE
WS =
WATER SERVICE
EIA =
EXISTING IRON AXLE
ECM
= EXISTING CONCRETE MONUMENT
=
NOT TO SCALE
x =
EXISTING MSL ELEV. 1929 NGVD
() =
WATER DEPTH AT NORMAL LOW WATER (12/02/05)
=
EXISTING ASPHALT
EXISTING CONCRETE
C; , =
L:_-_�
EXISTING GRAVEL BASE
�tllL =
COASTAL WET LANDS
- - =
NORMAL HIGH WATER
f.... . - . -
EXISTING BUILDING
0 =
NEW BUILDING
EXISTING BULKHEAD
- 8H - =
NEW BULKHEAD
- - - - =
75' AEC
-
30' SETBACK
SEEDING AND MULCHING SCHEDULE PER ACRE
THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION
OF SEED, FERTILIZER, AND LIMESTONE, SHALL BE AS STATED BELOW.
DURING PERIODS OF OVERLAPPING DATES, THE KIND OF SEED TO BE
USED SHALL BE DETERMINED BY THE ENGINEER.
LIME . ................ • ........ 2 TONS/AC
........................
10-10-20..........................................1,000 LBS/AC
0-20-0........ ...500 LBS/AC
STRAW MULCH..... • ........ • • • . • • • .....2 TONS/AC (AFTER SEEDING)
ASPHALT TACK. • ................ • • • . • • • ... .200 GAL/TON OF MULCH
JANUARY 1-DECEMBER 31
50# TALL FESCUE
5# CENTIPEDE
50# PENSACOLA BAHIAGRASS
500# FERTILIZER
4000# LIMESTONE
SLOPES 2:1 AND STEEPER AND WASTE AND BORROW LOCATIONS:
JANUARY 1-DECEMBER 31
75# TALL FESCUE
NEN�°ORT R 50# PENSACOLA BAHIAGRASS
t� 500# FERTILIZER
s� 4000# LIMESTONE
e
00�1�
5' OPENING
= NEW PROPERTY CORNER 3� (TYP) o cos
87'09'21 " E CLASS 16w TO ENHANCE
® = TREATED WOOD WALK 65'O6• 18.46' MARINE HABITAT IN ACCORDANCE
�.05 6 2 3" WITH NATIONAL MARINE FISHERIES
\ ® REQUEST FOR MITIGATION OF A =FLOATING DOCK OR PIER �.� \ \\\ ��; 21' 'L POTENTIAL REDUCTION OF
o ESSENTIAL FISH HABITAT
4" SERVICE BOX TO BE
VULCAN MODEL #G8471 WITH
#G8460 LID MARKED STORM. 1
6* ABC-\ L PAVEMENr
•
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CBSERVATION
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CONSTRUCTION SCHEDULE AND MIIINTENIINCE PLAN UPON COMPLETION OF
CONSTRUCTION E: 1.00• PROJECT CUT WOVEN FILTER A EaR CEMOVE
1. OBTAIN PLAN APPROVALS AND ALL APPLICABLE PERMITS. '� SLOT
2. FLAG LIMITS OF ROUGH GRADING FOR BUILDING SITE, PARKING LOTS AND DRAIN
ESTABLISH GRADE LIMITS AS NEEDED. EXISTING GRADE
3. HOLD PRE -CONSTRUCTION MEETING WITH GRADING CONTRACTOR, BURY WOVEN FILTER FABRIC
NCDEHNR REPRESENTATIVE, PROJECT ENGINEER AND OWNER. 12" TO TEMPORARILY PROTECT
4. PREPARE TEMPORARY CONSTRUCTION ENTRANCE. PREPARE SITE SLOT DRAIN FROM SEDIMENT
DEMOLITION. PREFABRICATED 12"X6" '
5. INSTALL SILT FENCE ALONG PROPERTY LINE AND COASTAL WETLANDS. TEE WITH HUGGER BAND
6. INSTALL AND BACKFILL. NEW BULKHEAD. 12" PIPE .
7. INSTALL SILT FENCE ALONG BULKHEAD.
8. CONSTRUCT BUILDINGS. HIGH SLUMP CONCRETE
9. AFTER BUILDINGS ARE *DRIED -IN" AND SHEET ROCK INSTALLED, INSTALL
INFILTRATION TRENCH SYSTEM. 0.25' 0.25'
10. INSTALL GEODETIC FABRIC AND PROTECT SLOT DRAINS. WOVEN FILTER FABRIC
11. INSTALL UTILITIES. 0.50,
12. PLACE CABC AND ROUGH GRADE STONE.
13. INSTALL CURB do GUTTER.
14. BRING LANDSCAPING AREAS TO WITHIN 6" OF FINAL GRADE, REDISTRIBUTE ELEV. 2.0' SEASONAL HIGH WATER TAB
6" TOP OF SOIL -5-- Bw
15. FINE GRADE PERMANENTLY SEED AND MULCH ALL LANDSCAPING AREAS.
1E
. FINE GRADE PARKING LOTS AND PAVE.
SLOT DRAIN PROTECTION D ETAI L
17. STABILIZATION SHALL OCCUR WITHIN 15 DAYS OF COMPLETION OF
GRADING OPERATIONS.
18. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MEASURE MAY BE N.T.S.
REQUIRED BY NCDEHNER IF DEEMED NECESSARY.
MAN1'3ANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUN-OFF PRODUCING RAINFALL,
BUT IN NO CASE LESS THAN ONCE EVERY WEEK. NEEDED REPAIR WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. 2N.H.W
2. SEDIMENT WILL BE REMOVED FROM THE SILT FENCE WHEN IT BECOMES 11
0.5 FEET DEEP. EXISTING GRADE
3. ALL SEEDED AREA WILL BE FERTIUZED, RE -SEEDED AS NECESSARY, AND
MULCHED ACCORDING TO SPECIFICATION IN THE VEGETATIVE PLAN TO MAINTAIN A 16 0 t
01
VIGOROUS. DENSE VEGETATIVE COVER. WOVEN FILTER
4. ALL TEMPORARY EROSION CONTROL MEASURES WILL BE REMOVED UPON FABRIC
COMPLETION OF CONSTRUCTION AND STABILIZATION OF GRADES.
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ELEV.=7.07 EXISTING 8" FORCE MAIN
REVISED: 03/28/06 (DOCKS)(CLM)
(NGVD 1929) EXISTING t2" WATER MAIN REVISED: 03/16/06 (DOCK NUMBERS)(CL.M)
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R/W RADIO ISLAND DRIVE s FH GRAPHIC SCALE: 1" - 30'
(60' R/W 19' ASPHALT PUBLIC) P-1 PIN# 6396.19-50-3948
NC STATE PORTS AUTHORITY PIN# 6396.18-40-8696��,�unnrr PIN# 6396.18-40-9763
(LEASED BY MOPEHEAD &SOUTHCAP
SHEET: 3 OF 5 C.A.M.A APPLICATION PIN# 6396.19-50-1840
FORK RAILROAD CO., Inc.) PIN 6396.19-50-4822 ;''��r' '� �EROSION AND STORM WATER MANAGEMENT PLAN
••'
"PON COMPLIETION OF PROJECT
AND REMOVE WOVEN FILTER FABRIC
1/5
•
EXISTING GRADE•
r RAIN
"=11=11-11
BURY WOVEN FILTER FABRIC
-11=
b
12* TO TEMPORARILY PROTECT
SLOT DRAIN FROM SEDIMENT 12- PIPE
PREFABRICATED 12*X6*
.5.87
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•
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DETAIL
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OF 1.5"
RIM 5.28
FLOW
24"
157 WASHED STONE
1' PVC STUB OUTS
3 - 1" PVC
STUB OUTS
TillC I IAICC
CHECKED: JSJ SCALE: 1" = 30'

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NC STATE PORTS AUTHORITY
(LEASED BY MOREHEAD & SOUTH FORK
RAILROAD CO., Inc.)
PIN 6396.19-50-4822
AREAS TO BE DREDGED / FILLED
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Morehead City CSC
R/W 1 / / /
PIN# 6396.18-40-8696
SHEET: 4 OF 5 C.A.M.A. APPLICATION PIN# 6396.18-40-9763
EXCAVATION & FILL PLAN PIN# 6396.19-50-1840
TIDE LINES
210 RADIO ISLAND DRIVE
RESIDENTIAL & BOATING COMMUNITY
REFERENCE: DEED BOOK 306, PAGE 347, DEED BOOK 377,
PAGE 317 OF THE CARTERET COUNTY REGISTRY
BEAUFORT TOWNSHIP, CARTERET COUNTY, N.C.
6GREENVILLE
R: TIDE LINES, LLC
1450 E ARLINGTON BLVD SUITE A
NC, 27834
r
[phone]
Baldwin and ASSOCIATES SURVEYED: JP APPROVED: JSJ
ENGINEERING LAND SURVEYING
AND 'PLANNING DRAWN: CLM DATE: 03/29/06
1015 CONFERENCE DRIVE
PHONE:
NC, 27858 _ -
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