17-08 Existing Land Development 1/2008 OVERSIZED PLANS

SITE DATA:
TOTAL ACREAGE .................
PIN# ..................................
Ul
........................18.00 ACt
.......................150222334
l-?-dc

15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
To 84 77 CITY OF 5D MAINTENANCE PLAN: SEEDING SCHEDULE:
�..\c�'F`\ WASHINGTON TO - CONSTRUCTION SEQUENCE:
\ I 64 BATH FERN 1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE PERMANENT SEEDING 1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION
CHECKED FOR STABILITY AND SEPARATION FOLLOWING EVERY DATE
/ NORFOUK ° RUN-OFF PRODUCING RAINFALL, BUT IN NO CASE LESS THAN JAN 1-MAR 31 COMMON BERMUDA GRASS 20 LBS/ACRE AND SEDIMENT CONTROL PLAN APPROVAL. NOTIFY NCDENR
P ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE
(UNHULLED)
\._ s2 AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION.
-� IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. APR 1-JUL 31 COMMON BERMUDA GRASS 15 LBS/ACRE
L, WASHINGTON ;,,� ,, 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
P '-,-PARK .`; - `:\ 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT (HULLED) INCLUDING GRAVEL ENTRANCE.
q'h4/co V �;\ FENCE WHEN IT BECOMES 0.5 FT DEEP AT THE FENCE. THE CENTIPEDE 5 LBS/ACRE
� R7 � �;,,. SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO AUG 1-DEC 31 TALL FESCUE 60 LBS ACRE 3. CLEAR LAND ONLY AS NECESSARY TO INSTALL TEMPORARY
N66R\...� ER . / = . 11 _ _.-.,\ MAINTAIN A BARRIER. COMMON BERMUDA GRASS 20 LBS/ACRE EROSION AND SEDIMENT CONTROL DEVICES. AS
11�17 N�-�.. I'I ------ 3. EROSION CONTROL MATTING SHALL BE MAINTAINED UN11L ALL (HULLED)
CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
\� '8 SITE AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS
�2 WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE DIRECTED BY THE ENGINEER.
OHoO'`. AND MATTING SHALL BE REPLACED AS NEEDED. YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 1000 LBS/ACRE
�...�W1N1rY YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) 4. STRIP TOPSOIL &STOCKPILE ON LOTS 95 - 98 FOR LATER USE.
4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE
Q 33 \ qy I :• _.,,\ _ ,\ INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD UP, SMALL GRAIN STRAW/ACRE 5. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS
1;. - E ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. &LOTS.
THE
YEAR ROUND ANCHOR ASPHALT
- : \, 5 . INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION.
CHOCOWINITY TACK WITH LIQUID A 6
11 , - . ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS @400 GAL/ACRE
VICINITY MAP NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN 7. GRADE DRAINAGE SWALES & DITCHES. INSTALL PREFORMED
\' THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE OR EMULSIFIED ASPHALT SCOUR HOLES, ROCK/SILT CHECK DAMS, AND TEMPORARY SEEDING.
NOT TO SCALE - @400 GAL/ACRE
;\
'. CURVE DATA VEGETATIVE COVER. 8. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE
,/ - a � �• ` CONSTRUCTION PROJECT.
/ t�RVE #1 TEMPORARY SEEDING
'� x' / - i i \ ` 9. INSTALL WATER MAINS AND SEWER MAINS.
``'\\ v, / __ R=1482.98 -" ^'\ VEGETATIVE PLAN: DATE
' / \ ' \ VEGETATIVE COVER SHALL BE IN ACCORDANCE APR 15-AUG 14 GERMAN MILLET 50 LBS ACRE 10. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT
` `, / TAN=57.90 WITH THE SEEDING SCHEDULE AND THE
X \ i/ ii - i A=4'28'20" _-- AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE OF AGGREGATE BASE COURSE.
N /`11 / = i Is__; FOLLOWING SPECIFICATION SECTIONS: 11. COMPLETE CONSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT
// ,,C. , / i , \
CURVE 2 ` _.._ SECTION 02110 SITE CLEARING YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE OF ASPHALT.
x ' / # �'V "y SECTION 02120 EROSION & POLLUTION CONTROL 12. INSTALL LANDSCAPING AND MULCH AND SEED ALL
/, .Y \ i /,, j R=310.00
I.r / ; `, SECTION 02228 CLEAN-UP & SEEDING
\ ; L=521.87 DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL,
,/' ; ; `x / t, ", j " I \`'\ TAN=347.0 - WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
%�. � \ �' �-._ ^� -- ^'\ 0=96'2T17" OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
�- '`\ `-_ TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
t / ` /, -' __ K/ LOT 30 OWNER: _. v --
. i / _..y_ _ ;i, 1\ J.D. & GLENDA ILEY �.._- ,
}�, ,•:•` Xt•!', , INk`' _.-� , , ; , \ �\ BR CURVE #3 - \ \ \--'�., STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVIDE PERMANENT
} / ,• / / � ' ' \.__.- \ 1,``,, 1P \` �,/ GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
, w / . ' V "~\. 1,, i i ;,. \ L=188.85
`, y h _ OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
\• `' ; x �•• I i ; I TAN=94.94 &ive, �__ COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
/-� ; ,\", / z(((`/ \' / ---� `�;,/ 1 ` _ t- ' �14'37'20" f -- 13. UPON SITE STABILIZATION AND INSTALLATION OF ALL
IYI __ _ PERMANENT EROSION CONTROL DEVICES, REMOVE ALL
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35' RADIUS 6' 6' 8'
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2" 1-2
SLOPE AS REQUIRED
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(PER N.C.D.O.T. STANDARDS) Owner%Developer:
A
NC Land Partners
c/o Derrick Smith A
15E. rlion Blvd.
2 CUL-DE-SAC DETAIL Greenville, NC 27858 Suite E
C®, N.T.S. Phone: [phone]
Fax: [phone]
THIS DRAWING IS THE PROPERTY OF THE ST GROUP, P.A. ANY USE, REUSE, REPRODUCTION, DISPLAY OR SALE OF THIS DRAWING WITHOUT WRITTEN CONSENT OF E EAST GROUP, P.A. IS STRICTLY PROHIBITED. COPYRIG ,THE EAST GROUP. P.A. 2007
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SITE DATA:
TOTAL ACREAGE..........................................18.00 ACt
OPEN SPACE................................................0.74 AC.t
ACREAGE IN R/W........................................2.32 AC.t
LINEAR FEET OF STREETS.............................1,837 LF
NUMBER OF LOTS....................................................58
AVERAGE LOT SIZE.....................................0.25 AC.f
PIN#..........................................................150222334
DISTURBED AREA TOTAL...........................245,815 SF
DISTURBED AREA WITHIN AEC......................6,155 SF
IMPERVIOUS AREA TOTAL.........................233,683 SF
IMPERVIOUS AREA WITHIN AEC.....................1,790 SF
GENERAL NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM FILL AREAS
PRIOR TO PLACING FILL. ANY QUESTIONABLE OR UNSUITABLE SOIL
CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
2. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
IN ACCORDANCE WITH THE SPECIFICATIONS WITHIN 21 DAYS COMPLETION
OF GRADING WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR
DEVELOPMENT AS OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE
PIPES SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO REMOVE
ANY SEDIMENTS THAT HAVE ACCUMULATED.
4. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL AND RAKED
DOWN, REMOVING ALL CLODS AND ROOTS, AND LEFT READY FOR
SEEDING AND PLANTING.
5. ALL UTILITY TAPS, CONNECTIONS AND EXTENSIONS SHALL BE DONE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES.
6. LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE CON-
NECTION WITH PROPER AUTHORITIES. CALL "NC -ONE -CALL" AT
1-800-632-4949 48 HOURS BEFORE ANY EXCAVATION IS BEGUN.
T ALL PERMITS AND FEES REQUIRED FOR CONSTRUCTION OF IMPROVEMENTS
ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR,
8. ALL WETLANDS AREAS ARE CONSIDERED DRAINAGE EASEMENTS AND ARE
SUBJECT TO THE HOME OWNER ASSOCIATION AND NCDENR RULES AND LAWS
9, ALL LOTS TO BE SERVED BY CENTRAL WATER SUPPLY AND CENTRAL
SANITARY SEWAGE SYSTEM.
10. AN NCDOT DRIVEWAY PERMIT IS NOT REQUIRED.
11. AN NCDOT ENCROACHMENT AGREEMENT IS NOT REQUIRED.
12. AN EROSION AND SEDIMENTATION CONTROL PLAN SHALL BE APPROVED
PRIOR TO CONSTRUCTION.
13. A STORM WATER MANAGEMENT PLAN IS REQUIRED.
14. ALL ELECTRIC LINES SHALL BE UNDERGROUND. ROADS ARE PROPOSED
TO BE ACCEPTED BY THE NCDOT OR PRIVATE AS SHOWN ON PLAN.
15. POTABLE WATER PROVIDED BY BEAUFORT COUNTY WATER CORPORATION.
16. SANITARY SEWER PROVIDED BY THE CITY OF WASHINGTON.
17. HOMEOWNER'S ASSOCIATION WILL BE ESTABLISHED BY THE DEVELOPER.
18. GENERAL CONTRACTOR SHALL VERIFY INVERTS ON EXISTING STORM
DRAINAGE PRIOR TO CONSTRUCTION.
19, CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION OF WATER MAINS
OR SEWER SYSTEMS PRIOR TO APPROVAL OF ALL PERMITS.
20. THERE ARE NOT ANY WETLANDS LOCATED IN PHASE 2 OF THIS
DEVELOPMENT. BLUE LINE STREAMS INCLUDE ALL CHANNELS DIRECTLY
CONNECTED TO THE PAMLICO RIVER AND CHOCOWINITY BAY.
LEGEND
'� _ CONTOUR
.. - SPOT ELEVATION
-- - - = EXISTING STORM DRAIN
® = NEW STORM DRAIN
= EXISTING WATER MAIN
F--- = NEW WATER MAIN
--=,M- = EXISTING PRESSURE MAIN
PM = NEW PRESSURE MAIN
- - - = 50' RIPARIAN BUFFER
= 75' AEC LINE
RCP =REINFORCED CONCRETE PIPE
FES = FLARED END SECTION
EX. = EXISTING
FFE = FINISHED FLOOR ELEVATION
FE = FINISHED ELEVATION
EP =EDGE OF PAVEMENT
INV = INVERT
TYP. = TYPICAL
CO =CLEAN OUT
RED. = REDUCER
G.V. = GATE VALVE
ESMT. = EASEMENT
FH = FIRE HYDRANT
B.O. = BLOW OFF
ST = SIGHT TRIANGLE
SE = SIGN EASEMENT
TYPICAL LOT SETBACKS:
FRONT: 30'
SIDE: 1O'
REAR: 25'
A1/4/08
REVISED PER COASTAL
BPB
MANAGEMENT COMMENTS
Al2/26/07
ISSUE FOR PERMITTING
BPB
REV.
N0.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering ■Architecture ■ Surveying ■Technology
Box 7305, 324 S. Evans St., Greenville, NC 27834 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
BEAUFORT POINTE
PHASE 2
Beaufort County, North Carolina
DRAWING TITLE
CAMA-Proposed
Land Development
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
BPB
12/12/07
2 OF 2
CHECKED
DRAWING NO.
SLJ
COn2
APPROVED
PROJECT NO.
20050319
0