17-08 Existing Land Development 8/2008 OVERSIZED PLANS

SITE DATA:
TOTAL ACREAGE...........................................18.00
'IN#..........................................................150222334
LEGEND
4 CONTOUR
µ 4.00 SPOT ELEVATION
= NEW STORM DRAIN
= EXISTING WATER MAIN
= EXISTING PRESSURE MAIN
= 50' RIPARIAN BUFFER
FX. = EXISTING
TYP. = TYPICAL
C 8/27/08 REVISED PER DCM COMMENTS EHA
PA
7/18/08 REVISED PER COMMENTS EHA
5/27/08 1 ISSUE FOR PERMITTING EHA
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■ Engineering ■Architecture ■ Surveying ■Technology
324 Evans St., Greenville, NC 27858 252-758-3746, 252-830-3954 (Fax)
PROJECT TITLE
BEAUFORT POINTE
PHASE 2
Beaufort County, North Carolina
DRAWING TITLE
LAMA -Existing
Land Development
SCALE
DEPARTMENT
AS NOTED
CIVIL
DRAWN BY
DATE STARTED
SHEET No.
EHA
12/12/07
3 OF 5
ALH
DRAWING NO.
SLJ
COm3
APPROVED
PROJECT NO.
20050319

15 1 114 13 12 11 10 9 8 7 6 5 4 3 2 1
"�To 64 17 CITY OF so
., \WASHINGTON
MAINTENANCE PLAN: SEEDING SCHEDULE: CONSTRUCTION SEQ
�� i
J �,
\. 6
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE PERMANENT SEEDING UENCE:
�% �K 0 TMERN CHECKED FOR STABILITY AND SEPARATION FOLLOWING EVERY DATE 1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION
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 pRFO
\... _ 32 ,---\ ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE UNHULLED DIVISION OF LAND RESOURCES, WASHINGTON REGIONAL OFFICE
Ll" TWASHINGTON
\PARK'\ t\ IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. APR 1-JUL 31 COMMON BERMUDA GRASS 15 LBS/ACRE AT 252-946-6481 PRIOR TO COMMENCING CONSTRUCTION.
pq i!i \\ 2. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT (HULLED) 2. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE/EXIT,
.. ML7�0 \ \�\
FENCE WHEN 1T BECOMES 0.5 FT DEEP AT THE FENCE. THE CENTIPEDE 5 LBS/ACRE INCLUDING GRAVEL ENTRANCE.
NCS\.. R7jeR j� « I,�e\ 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
,7 17ss s� �, j \\_ ,- ! ._._ - `--� MAINTAIN A BARRIER. COMMON BERMUDA GRASS 20 LBS/ACRE EROSION AND SEDIMENT CONTROL DEVICES. AS
�.. .. 18 1 1 3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL ALL (HULLED) CONSTRUCTION PROGRESSES, INSTALL ADDITIONAL EROSION
\z SITE II •' � I 11 WORK IS COMPLETE. AREAS SHALL BE RESEEDED AND YEAR ROUND AGRICULTURAL LIMESTONE 2 TONS/ACRE AND SEDIMENT CONTROL DEVICES AS NEEDED OR AS
�U T II • ` AND MATTING SHALL BE REPLACED AS NEEDED. YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 1000 LBS/ACRE DIRECTED BY THE ENGINEER. •
® Bq I - `, _ 4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE YEAR ROUND MULCH 2 TONS (APPROX. 80 BALES) 4. STRIP TOPSOIL & STOCKPILE ON LOTS 95 - 98 FOR LATER USE.
c, 4; ' ,- ,
33 1 ;11 \\ 11;�- I \\. \ \ ----'\,---,
�. J \�__ INSPECTED PERIODICALLY. WHEN MUD BEGINS TO BUILD UP, SMALL GRAIN STRAW/ACRE 5. INSTALL SEDIMENT FENCE AND BEGIN GRADING THE ROADWAYS
CHOCOWINlTY \ ``l __ __. \ \ '\---� \- \THE ENTRANCE WILL BE BLADED OFF REMOVING THE MUD. YEAR ROUND ANCHOR TACK WITH LIQUID ASPHALT & LOTS.
VICINITY MAP ,Iii I \ �'\ 5. ALL SEEDED AREAS WILL BE FERTILIZED, RE -SEEDED AS TACK
GAL/ACRE 6. INSTALL DRAINAGE PIPE WITH INLET & OUTLET STABILIZATION.
;,; NECESSARY AND MULCHED ACCORDING TO SPECIFICATION IN
' \` \ ` ��-= OR EMULSIFIED ASPHALT 7. GRADE DRAINAGE SWALES &DITCHES. INSTALL PREFORMED
NOT TO SCALE! `; ; \ �._ THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS DENSE ROCK SILT CHECK DAMS AND TEMPORARY SEEDING.
\ \` -' ' SCOUR HOLES
I W: \ �., � �,1 �.______.\ `"\ _l :\, ©400 GAL ACRE , / ,
ti/ f\\. �_'A, i ; � \ � 1'1 ; ; ,I \ �\ \ -_-,• � CURVE DATA VEGETATIVE COVER. /
i i / \ ;
I ; \�\ \�__- 8. INSTALL TEMPORARY SEEDING AS NEEDED THROUGHOUT THE
/ :\ \\ \-�,r \ y r_ '+,+ \I 11 �t \ - CURVE #1 __._1\\ TEMPORARY SEEDING CONSTRUCTION PROJECT.
\ /. /, , \ • y I / I' / \ \. - \ R=1482.98 ^\ VEGETATIVE PLAN: DATE 9. INSTALL WATER MAINS AND SEWER MAINS.
��/y?��\'\ \,i\ -- \-1 i ` '�. ice,\ `---'"'\� , L=115.75 \� \ APR 15-AUG 14 GERMAN MILLET ' S0 LBS/ACRE
/ \ 'r \ \ ,-/ / \ ! '\ � ' \ \ -- `\� TAN=57.90 VEGETATIVE COVER SHALL BE IN ACCORDANCE 10. BEGIN CONSTRUCTION OF ROADWAYS, INCLUDING THE PLACEMENT
/ \ ` -" \ I \ \ \' A=4.28'20" WITH THE SEEDING SCHEDULE AND THE OF AGGREGATE BASE COURSE.
N \'._--\, .-_' +WI ` I AUG 15-APR 14 RYE (GRAIN) 50 LBS/ACRE
�, ' % t - / r! ;1 `, \ FOLLOWING SPECIFICATION SECTIONS: 11. COMPLETE CONSTRUCTION OF ROADWAYS, INCLUDING PLACEMENT
_ OF ASPHALT.
/� \\f / I i l \\ YEAR ROUND FERTILIZER 10-10-10 ANALYSIS 400 LBS/ACRE
�, �\ \ // \ \ ", t \ \ ` \'. CURVE #2 ^```__ SECTION 02110 SITE CLEARING
/` I \ R-310.00 \ __. \ SECTION 02120 EROSION & POLLUTION CONTROL
/\ ' � % ` \ \ / ", ! ` I \ \ -""\ 12. INSTALL LANDSCAPING AND MULCH AND SEED ALL
/` L=521.87 WTION 02228 CLEAN-UP & SEEDING
DISTURBED AREAS. ANY SLOPES LEFT EXPOSED WILL
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE
A /� \ \_�, /'; I \ \ TAN=347.0" �,
/ y�/\- }i /"I I j \\ \ \� �_,\ OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH
\ \ CURVE #3 - \ Pa ' \� \ TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR
�' \, ` STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVIDE PERMANENT
. I / '\ - /A1 R=740.00
' _ ` � �,\ \ t; 11) { / \, a \ 0 f?i
---1`,, GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS
\ W �• / �' ; ', `\ . k \ i `� � f \ \ �® L=188.85
\; {er
, t � \ \` / !. _ _ I \ \ ---` �-' OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
\t \, \ / \ \ I -".4- ' _ \ TAN=94.94 \� \_-
\ \ / k \ :, , I' \ --� �--- - A=14'3T20" - \___,, `_ COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
M �'. \ ���
j f Q �\�; �- - \\ ; - -; - /\�:'� ; � \ \. \ ` ` \ 13. UPON SITE STABILIZATION AND INSTALLATION OF ALL
1 -4_ _ PERMANENT EROSION CONTROL DEVICES, REMOVE ALL
`W \ / i/, .cr, \, - / / __.-�-'' - .,.,, l: \ \ S i", R.11.' � t< i Y L i i i ': J i �' L ±`: i. iVi i�. ` N �� L
�, %` =- _y- i ;'I 4 - L ��" TEMPORARY EROSION CONTROL MEASURES.
;\ r'i•`; i l I J i! 3• =ICE G.A E< LIRE J= TyF ,
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p NE TO REMAIN
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�rk I FENCE, - ,o,, 7.2 t--S-56 -- /,
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I Z --T- t I BUFFER TYP. \ `I I 20' DRAINAGE 9 8 h i \ .._/x __._.
_ _ I t BULKHEAD EASEMENT '"'�^i PROPOSED lI O " -7 I ,r-o \_ �-
H _ I ! I - _ - - I - 'NWL J " \ ' \ f SWALE, TYP.1` EASEMENT �,� x \ \' / 0 '/" I ��..
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;t �- I N65.49'04"W 1y� BULKHEAD, k-�" - ,, c 25 to SCOUR 'j Bq WAR SLID \ ¢. \ INV. 0 Vs M I / " +
_` - t NG CANAL \__"-,\ 27 26 0 / HOLE #2)I"z
. + SIN TO B E \ 3.50 9 7 i- F -
y -- -_ --- _ ; "W ,, Q 239.66 \EXl S l _ 28 0 1 " • \ CLEANED E I \ 1\ x \ ', _� -' I , -
= N67.04 04 29 -`\ - -- -
�-_ 76.86 k NWL END OF EXISTING �_k%�;_ 3 31 � 30 �90'00'00� - b - 1A\ / \ { \� AIVD FIL�EpUT If; \` \ \ \\ \i x tcn \. _ r,
BULKHEAD O 0 9 91 \ !r \ �\ %1 \ J °:
r 56T2'5$ 33 _ / x �\ Jam/
t I - A16'
' 34 0 101 A 102A tA �_ MPORARY,/ �I® ` �, 93 \ I
\'_ \ 35 157.91 a L} it �\ \ \ 1 I i - c .P�
NOTE: ti: _ . 13.64 N 36 0 100A r r r r r r r - SILT FENCE® I \ 1 } - .
\^ PR4PCB 6-' _-.-_ -.. - -- - - -- -- - - TYP. \ ''' / \ , _ ' ;;�z 75' AEC, TYP. f \ --'
G SUPS 25 THROUGH 36 WIN1 8E 99A/,, -- WOODEN 11 FN -- --- \ -_''
r EX. ROAD
DEEDED-11MTH INT�IOR LOTS 91 I 98A r r SS �;'\ _ , f`f \ \ f _ _ 1
97A _ _ _ / BOARDWALK EMBLY �� ;''' 95 INV. ( ) \ c,O I t _ �' \.
- ---- w S3 ROUGH 103 - i - .."6�- r h -`NWL �\ _ / -� �'`• ASE AGE ` rx 3.70 ,(QQ `tQ\\i \ \ i _ \ t, \_.. \_ J
- k-. s g3, - - - - -- LIMITS OF '� s 2 09C 0 VC WATER1 -I , _ MEN7 '�--' a .���'(\ ` '_ j ' _-- 2 �\
25 DISTURBANCE -- �__ __ ;` _ - S --•\ . t
END QF PROPOSED % --� , a; \
_ i
w _ BULKHEAD - 1 ___.._.� -__ i �O�13L t TEMP®BABY C � N
96
---�---_- -_P- -- _-_ _. ----- _ -
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z f ice;' �~ �~'-0. }5_ CgOr p VC wi R EN INV. I u % , = r + t
l i( FE I x ---. _ MAIN 1.05 1 "/ _ ; \ ;\ I.t:i s FrCwl .'Oi��`:ER C>ROrJ( )
5.70 / / - _-_. I� P / _" 7 \ \ \ \� 6731'03" E �f _ _- _._-
__ _ R35 _ -
__--- ____ 1 1 ��", C^ � - / _. I �� .. - P_` ` �' '- ' - -- -- --4-- -- ,� INV U. g5 �� \ .\ �\, 48.0 �-- _" ---
F _ E BULKHEAD R50 %'- x , r--- , RESS \ _� -- ' _ z_-
EP ___ I to. --v . . " - . . ' SEM t `"GPM 18, FE \ 1 INV. 1.2 _ -ol --- --- , i
P E: .
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\ � ROAD & UTILITY / 5.40 ' 0 AfA _ EP _ _..
3 ) N. rl Fd 1
LINE
x 26 3.9 *' f w ±S TtiE i i ,Y h 1 A T I _ "r ,-;I\
IMPROVEMENTS \ [ 8 -=- PQ �`� �--- 0 9 - R55' / v PlIL°CO n.
I /` -. l l r C UPO ��/�/� � FE'` i I 1 PPRJ„L• .•. Ct :IvIJ
t PREVIOUSLY APPROVED - i 1`-'1.:: x -� i s , 1►'1 E / r-� _ \
�- ,, P V 4.4� �\ � E
UNDER COASTAL _ -� t (' �� l� O P jC N�R±vIf L H .vr. 6
DIST�tJRBAE \ / 'tl. \ TEMPORAR 84 !f R �_ /--- / \ \ ` : vi �,;,- ;,,;.
`; RESOURCES PERMIT ; / I I t I _\ �- � i � 83 VA TE - RT _ INv. '\ ,., _ S f / \ ; �;�, �.;
'� 17-08 SILT�FENCE, -�11 i 82 1 iR/�/`/ - --� - __II gO f � 47
`+ , i % \ l ` T1"I�. `_ ��± s..--� '; ` }� ' �. `'` , 33p 3S" - � I
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11 / 45 F PROPOSED ± -.i ��
BERT IEF ERSON \ / \ ,06; ll r ;� ;' _- - --- --..._ ...__ - \_
i r �� Rir •ARIL N:NE° -7 Q i v /
1 ':, �, --�' `�-- \ - 14BULKHEAD i o _S :'� / 9 3 ---�1... --,
,�276 ,,� V /� y 70' OF PROPOSED �`t ,°�' :0- } �' ., \ - \ Q
. -
E. =ARL ^ j _ 1
J o M a BULKHEAD 18 '3' (o mod. ;� L: P'vl•A.PI JR. ' p = I \\�\, N = °;� \
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i- \11 Ir
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EX. STORM PIPE r ,.
` % nw -In 4 �� VI 38.74 VEXISTING BOAT ^ r�IyEX. BULKHEAD = I i > �'; ` �/\ \ DRAINAGE x ,' % / i \ ` \ ~� EX. ROAD T RAMP �30' ly, ,\
5'2 33.17' j \ c„
i U / �'18 51• EX. PIER RAMP TO BE -- I i - , TO BE REMOVE6 ��, i \
----\
Z i N T29 Do t TO REMAIN \ ( ESMT. ' 1 EX. DECK 9 ti
;` i i \
1 RECONSTRUCTED - 4L .7-A o� - \,
i y= Ni ; " 111.86 N \\_ -a N 480g " o./ 1 INV. }I r10' ACC S II CONTIGUOUS �A•.8� yam`
1 ' W NWL! EX. PIER 31 ;� \ PROPERTY TO S o
(n ' ,1•33 04 ;. k'' 1$5 w -�. j i '-- 0.50 \.. ,� ' I \ J 6,, "` \
N' x 50' RIPARIAN 2 �, ,• NV ES ,; �G.,.. �3
D 8' - a 3g.\ / \, P \ j I \ \\ • 3 -,. 7 LOT 92 f s[1
W 37.47 BUFFER TYP. <' S1 b FOR \ I ". / \
iW ;I X >,.- EX. PIER , ,' RE >_ k \ \ ,�/EX. JETTY
I �g EX. BULKHEAD X'" r " OUR J h\ I\ M :I i sC �M�bh'_ \ r z __�,
ELEVATION OF CHANNEL 10 56 33'S}_ 6� 3 W �OL ,' \i \ • % `,. ' \ �`` l.'� �1 O \ ---\ EX. BULKHEAD
11 i k
- L ' \ i ; w, 6' t E 1 I ( 1 c \\\ \ +n
!I �_� _ BOTTOM TO DETERMINE 75 AEC, TYP. a I ; 78.p$' #
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NC Land Partners
A11 -\-'/% c/o Derrick Smith
50 25 0 50' 3237 Whichards Lane
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Chocowinity, NC 27817
1"=50'-0" Phone: [phone]
,,% ,, Pax: [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 OFFE EAST GROUP, P.A. IS STRICTLY PROHIBITED. COPYRIG THE EAST GROUP. P.A. 2007 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1
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SITE DATA:
TOTAL ACREAGE..........................................18.00 ACC' ..''
OPEN SPACE................................................0.74 AC.f
ACREAGE IN R/W........................................2.32 AC.f
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 957 OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY (ASTM D698).
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL DISTURBED AREAS
IN ACCORDANCE WITH THE SPECIFICATONS 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. _,"t. ',
CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND COORDINATE Cl `. '
NECTION WITH PROPER AUTHORITIES. CALL "NC -ONE -CALL" AT
1-800-632-4949 48 HOURS BEFORE ANY EXCAVATION IS BEGUN.
7. 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
+4.C;'C SPOT ELEVATION
-• -- - = EXISTING STORM DRAIN
® =NEW STORM DRAIN
- W - - = EXISTING WATER MAIN
---i [-- = NEW WATER MAIN
--PM-- = 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'
C
8/27/08
REVISED PER DCM COMMENTS
EHA
B
7/18/08
REVISED PER COMMENTS
EHA
A
5/27/08
ISSUE FOR PERMITTING
EHA
REV.
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
■Engineering ■Architecture ■ Surveying ■Technology
324 Evans St., Greenville, NC 27858 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.
EHA
12/12/07
4 OF 5
CHECKED
DRAWING NO.
ALH
0,4
APPROVED
PROJECT NO.
20050319

L
SEAL
0�1
1�c
Cp
A8/27/08
REVISED PER DCM COMMENTS
EHA
7/18/08
REVISED PER COMMENTS
EHA
5/27/08
ISSUE FOR PERMITTING
EHA
REV,
NO.
DATE
REVISIONS
BY
THE
EAST
GROUP, P.A.
n Engineering -Architectures Surveying -Technology
324 Evans St., Greenville, NC 27858 252-758-3746, 252-830-3954 (Fox)
PROJECT TITLE
BEAUFORT POINTE
PHASE 2
Beaufort County, North Carolina
DRAWING TITLE
CAMA — Details
Bulk Head and Boat Ramp
SCALE
AS NOTED
DEPARTMENT
CIVIL
DRAWNSY
EHA
DATE STARTED
12/12/07
SHEET No.
5 OF 5
CHECKED
ALH
DRAWING NO.
COn5
APPROVED
PROJECT NO.
-20050319