153-08 Oversized Plans 3/13/09

CITY OF WMA%*4TDN
1ST STREET
ART PARKWAY
.A.vu �M
TAR RIVER Io M� RAILROAD
v PAMU00 RIVER TRACK -
.A.tih. �-
M,A. O �./
ISLANDS
Mti11,
TO
VICINITY MAP
N.T.S.
NOTES:
1. PROPERTY OWNER: BRIDGE HARBOR, LLC.
/DEVELOPER 1698 E. ARLINGTON BLVD.
GREENVILLE, NC 27858 '�
(252)-714-8700
2. PROPERTY IDENTIFICATION/RECORDED REFERENCE:
PARCEL 1 PIN#: 5675-67-4388
D.B. : 1535 PG. : 0611-0615
WASHINGTON, BEAUFORT COUNTY, NC
PARCEL 2 PIN#: 5675-67-5100
D.B. : 1535 PG. : 0677-0681
WASHINGTON, BEAUFORT COUNTY, NC
4. PARCEL AREA:
PARCEL AREA LOT #1 = 104,912 sq.ft. (2.41 cc.)
PARCEL AREA LOT #2 = 151,702 sq.ft. (3.48 cc.)
COMBINED PARCEL AREA = 256,614 sq.ft. (5.89 ac.)
5. TOTAL WETLAND AREA = 2.76 cc.
6. PROPOSED BUFFER ZONE IMPACTS:
ZONE 1: 12,130 SQ.FT.
ZONE 2: 7,862 SQ.FT.
7. THIS PLAN PROPOSES NO INSTALLATION OF NEW OR ADDITIONAL PERMANENT IMPERVIOUS
SURFACES.
8. PROPERTY IS LOCATED IN A F.I.R.M. ZONE "AE" (EL. 10) SUBJECT TO CHANGE BY FEMA
COMMUNITY PANEL # 3720567500J (INDEX DATED 05/15/03)
9. BOUNDARY SHOW ON THIS PLAN IS PER A BOUNDARY SURVEY BY JARVIS CONSULTANTS, INC
DATED JULY 20, 2006, TOPOGRAPHICAL DATA AND WETLAND DELINEATION SHOWN ON THIS
PLAN IS PER A SURVEY PROVIDED BY JARVIS & ASSOCIATES, INC.
GRAVEL CONSTRUCTION
ENTRANCEIMUT DETAIL
N.T.S
­Ir-TIP, CII T['M CAOmr%/TVjn\
/ /...__.__._.. _// i,_.___-_-__�'' �_...._. / �,....___._._ -/ /.._..
EXISTING CONCRETE DRIVE TO BE NOW G'r;Z FORML72LY I
MAINTAINED & UTILIZED AS A PM LLlS R HENDRlGK50N
CONSTRUCTION ENTRANCE ,
DURING LAND DISTURBING ACTIVITIES DB: 442; PG: 365 _/ /,_._.:._,_ �.,,._/ /'-----/ /­_ ./---�--/ �-- ___ /______/
/36 PADDLE WIEfL G/RGLE, Wf15H/N6TON EXISTING GRAVEL DRIVE TO BE ! Y_(l .\ I l L�r�A�
_ CONSTRUCTION ENTRANCE DURING --, I_/• __/ / L3<T 1VJJ
LAND DISTURBING ACTIVITIES. ' _ -
-�" GRAVEL SHALL BE ADDED/MAINTAIED
-�_ _ AS PER THE "GRAVEL CONSTRUCTION i __1 __/ / /-W.__../ ...... •... •..• .
/ _._ _ ./~.._.._.____.__ I' 1 EXISTING ASPHALT
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MRS. TFIOMAS LONG HE ° x E 5°37'l0" E , o ,_ t z M�', 1j, 4 - , l ' - _ -
PARGEL: 5675-66 2639 '�� z2/'t- / V% / / .� _ / j / / / ..
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_ I - , I " iI } I _ I \ \ � \ \ I " I, s I16 t I , t t \ �_ -_-- LIMITS OF DISTURBANCE
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DISTURBANCE \ N1 _/h'L / J '` ♦ r.x_,__
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(TYP.) , /__-I I /\ 1.O I 1
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AREA OF WETLAND / Y // j --' % ` /- / r -'� 0,----" CO J --- - I ` YI _ '
SILT FENCE ADJACENT TO WETLANDS `I - \ / 1�1L / , - , I ' ' �- L' /° ,O /I 0 1
120,22360 5F IS TO BE PLACED ON THE UPLAND / I J / I$ I ` sr, P/� O O 1 ,
2.76 AG SIDE OF THE WETLAND LINE ___
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c 4" WIDE x 8" DEEP) SOIL EROSION & SEDIMENTATION CONTROL PLAN NOTES: `\, _- ,'', f' } f/ °'I o �"5)7, , I
SILT 1�ENCE DETAIL __ � / , � I---` / , / - ,- J,...___ ./Ly : - _.., ,,...__ ; y
N.T.S 1. SOIL EROSION & SEDIMENT CONTROL PLAN NOTES; \ O 0 1
a.) AREA TO BE DISTURBED: ±143,133 sq.ft. - t3.29 Cc. \ ~ 1 1 O 1
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED b.) PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF \ /"______ / : ;'� ` /I / /_ ° -- O - r " "- / -- ''1 - x' /•_._A___ ``
ACCORDING TO THE FOLLOWING SPECIFICAITONS: ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR `
DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. IF SAID ACTIVITIES OCCUR OUTSIDE THE
PERMANENT VEGETATION TEMPORARY VEGETATION PERMANENT VEGETATION SEEDING DATES (APR. 1- SEP.30)THEN TEMPORARY VEGETATION SEEDING SPECIFICATIONS SHALL BE FOLLOWED
FOR PLANTING UNTIL THE NEXT APPROPRIATE PERMANENT SEEDING PERIOD, AT WHICH TIME PERMANENT VEGETATION SHALL BE
ESTABLISHED ACCORDING TO PERMANENT VEGETATION SEEDING SPECIFICATIONS SEE PERM. & TEMP. SEEDING SPEC'S ON THIS SHEET.
SEEDING DATES: APRIL 1- SEPT 30 SEEDING DATES: OCT. 1 -MARCH 31 (
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RAZES/ACRE c.) IF EXCESSIVE WIND EROSION OR STORMWATER RUNOFF EROSION DEVELOPS DURING TIME OF CONSTRUCTION ANY LOCATION ON THE
PROJECT SITE, ADDITIONAL SILT FENCING SHALL BE INSTALLED AS DIRECTED BY ENGINEER SO AS TO PREVENT DAMAGE TO ADJACENT
BAHIA 30 S.
RYE GRAIN 175 LBS
COMMON BERMUDA 50 LES.
(UNHULLED)
GERMAN MILLETT 15 LBS.
FESCUE 20 LBS.
FERTILIZER
10-10-90 ®500 Lei/ACRE
MULCH
APPLY 4,000 LB/ACME STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,
NETTING, OR A MUL'%H ANCHORING TOOL. A DISK WITH BLADES SET NEARLY
STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
DRAWING FILE: P07119-base GENERAL SEEDING
PLOT SCALE: 1 "=40'
PROPERTY. SEE SILT FENCE DETAIL ON THIS SHEET.
FERTILIZER d.) SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED AS NECESSARY UNTIL PERMANENT
10-10-10 0750 LB/ACRE CONTROLS ARE ESTABLISHED.
e.) CONSTRUCTION SCHEDULE:
MULCH 1) OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
APPLY 4,000 LB. STRAW. ANCHOR STRAW BY TACKING wrrN ASPHALT, 2) FLAG AND/OR ROUGH STAKE WORK LIMITS.
NETTING OR A MULCH ANCHORING TOOL A DISK 'All - i31-ADES SET NEARL 3) HOLD PRECONSTRUCTION CONFERENCE (OWNER, CONTRACTOR, ENGINEER, AND APPROPRIATE GOVERNMENT OFFICIALS) AT LEAST
STRAIGHT CAN BE USED AS A MULCH ANCHORING -, ONE WEEK PRIOR TO START OF CONSTRUCTION ACTIVITIES.
4) INSTALL SILT FENCING ® LOCATIONS SHOWN ON PLAN
5) COMPLETE DEMOLITION AND CLEARING & GRUBBING PROCEDURES.
6) GRADE SITE ACCORDING TO PLAN
7) ALL EROSION & SEDIMENTATION CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER HEAVY RAINFALL EVENTS. NEEDED
SPECIFICATIONS REPAIRS WILL BE MADE IMMEDIATELY.
LINE TABLE
Llw
LENGTH
BEARING
Ll
47.06'
5 66°4636" E
L2
6,64'
5 62°29'42" E
L3
55.14'
5 50°0404" E
L4
10.06,
5 30°3746" E
L5
5724'
5 56 °1157" E
L6
29.79'
5 54 °3075" E
L7
03431
5 61037'45" E
L6
1325'
N 03044'07" E
L9
23.67'
5 36°153.4" E
L!O
52.01'
N 67°5327" E
L!!
293i'
N 65°5549" E
L12
/6.26'
5 455634" E
L13
21.62'
5 44°004"W
L14
I 55.72'
5 37°21'17" E
L15
41.16'
5 29°1622" E
L16
9.92'
5 26 °l0'l7" E
L17
2250'
504°41'l9"W
Ll6
25.30' 1
516 °56 04" E
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NOTE:
THE DATA GIVEN GIN THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY /S NOT
GUARANTEED. TWE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ,ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF' A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
40 0 20 40 so
( IN FEET )
1 inch = 40 ft.
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COMMSSION NO.
P07119
DESIGNED BY
DAD
DRAWN BY
DAD
CHECKED BY
DAD
ISSUE DATE
03/20/08
SHEET NO.
cc
0
1
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