19-04 Oversized Plans

BRIDGEPATH ESTATES
SHEET ONE OF TWO SHEETS
AREA BY DMD
SEE SHEET ONE OF TWO SHEETS
SEE SHEET ONE OF TWO SHEETS
NOTES
SEE SHEET ONE OF TWO SHEET;
LEGEND
SEE SHEET ONE OF TWO SHEETS
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REVISED: DEC. 02, 2003 (BORROW PIT)
REVISED: JULY 28, 2003 (SITE TRIANGLE)
JULY 24, 2003
SCALE: I" = 100 FEET
4,E

TOTAL AREA BY DMD
192,499.81 +\- SO. FT.
4.42 +\- ACRES
PROPOSED FILL AREA = 2.13 ACRES
REFERENCES
DEED BOOK 195, PAGE 536
PLAT CABINET B, SLIDE I29-B
DEED BOOK 182, PAGE 179
DEED BOOK 185, PAGE 344
1200' +�- TO LIONEL BATEMAN PROPERTY
LEGEND _ _ =-�
3.4
R/W
IS
(PC)
(PT)
O/H
3.0'
TBM
-x-
c
RIGHT OF WAY
CENTERLINE
IRON PIPE SET THIS SURVEY
3/4' DIAMETER WITH CAP
STAMPED 'ESOLEN L-3365'
POINT OF CURVATURE (BEGIN CURVE)
POINT OF TANGENCY (END CURVE)
OVERHEAD
NGVD 1929 ELEVATION
TEMPORARY BENCH MARK
SILT FENCE
CHECK -DAM
EXISTING CONTOUR
PROPOSED CONTOUR
WIRE FENCE FENCE POST
a
FILTER CLOTH
TRENCH FLOW--�
GROUND
IF
B ( 30"
SILT FENCE DETAIL
NOT TO SCALE
3:1 0:1
DITCH
NOTES
SUBJECT TO ALL R/W'S, EASEMENTS, ZONING REGS. AND/OR
RESTRICTIVE COVENANTS OF RECORD.
POINTS NOT LABELED ARE NOT MONUMENTED.
UNDERGROUND UTILITIES TO BE VERIFIED BY OTHERS BEFORE CONSTRUCTION.
THIS PROPERTY IS LOCATED IN FLOOD ZONE A-4 (ELEVATION 6 FEET)
PER FLOOD INSURANCE RATE MAP 370232 0185 B DATED: AUGUST 19, 1985
PROPOSED INDIVIDUAL SEPTIC SYSTEMS AND COUNTY WATER.
20' UTILITY AND DRAINAGE EASEMENT ALONG ALL PROPERTY LINES
10' EACH SIDE OF INTERIOR SIDE LINE LINES
20' INTO EACH LOT ALONG ROAD FRONT
AREA TO BE FILLED IN IS LOTS 63 AND 8
ALBE-MARLE--
EXISTING RIPRAP STABILIZED
I'12E xos-o� J'l1
N q3°t54` �I-IPS
\cA
T8
AREA DMD
33,819.39 FT.'
0.78-+'\-*A6RES IPS
w
�5
31,020.61 -SO. FT. IPS 1.7' ;
0 7-F ��- ACRES
LOT 7
AREA BY.DMD-*-
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zz 1�
,A
rn ; 0.5'
D 2.8N1
m 3 xll x2.0'
t 0.56 +\- ACRES IPS w \ E .,. . -' IPS 2.4' _ -- _ - - - '- o I • D I w . = I ; 1{.�"".D ry `Y` 11 Larry W.
OIPS_75' WATER SETBACK _ _ rpci 3.0 O I , BARTLEY
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`\2.9, , , • 2g�•-� \ , .. • - . \ 1 • • • - •_.� '______ _ - 25' SETBACK 25' SETBACK 0' ! " •.
`♦-J- IPS \ • .2. ` I - 25' SETBACK X(� /
O -__' -- rp§ 3.0
E 0T.50 1.7' -1
OF EXISTING WAVE ACTION
EDGE 06.96' .-- - IPS 2.3' LOT 6
N 83005, I b'E I _ �r �N 79° ,9, I.E 106.00'
S 89°2TOI `E 148.55' N 87°43'4TE 107.44' _ _ -- _ " - - AREA BY DMD------ '
���------- - - P 6 /`OT 5 =ACRES PR
1.T 12. I8= IPS 3. ' y
----'-' __._.-.-.-.-----.-._-------------- IPS 3.8' N 833923'E Ir o,... ...0.
- i -
- - -- - -------- - -- 88°55'28'f' 1'0800
----------------N-88°49--2'E 140.00' IPS 3.4'
AREA BY DititD
OU
a LOT 4 - �25,699.80 +.- s0. FT,
LOT 3 �, AREA BY .QMd _ _ `=' 0.59 +; 4CRZ-S' IPS
p
LOT 2 AREA BY DMD 0 �. \ so: C) S a-
-AREA BY DMD .. 3..... `?... ... 24,869.51 +.- s0:.F.T.• • •' ...� � 57 + -ACRES �WaZER E� t o v I
/ 2.
ACRES 4
LL A E o `
A I
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DEED BOOK 195, PAGE 536
PLAT CABINET B, SLIDE 129-8
INSTALL CHECK -DAMS
X 2.5,
(PT) 'Aeon _ _ 2g' SETBACK X 1.6
sg/4 - 25 SETBACK i L8' 34.32' S5.00' Ls' 94.47 Lo' Rp
9�/ k' S 87°22'50`W 85'00' IPS N 88°28'36'W % t
♦ 42c �S . 8g I8.20' , 85.00' s' IPS CONTROL IPS 149.47' IPS / • x `%
3 , 2 4' 220.85'
SWAMPY AREA
Larry W. BARTLEY
DEED BOOK 195, PAGE 536
PLAT CABINET B, SLIDE 129-B
6" GRAVEL SURFACE
10:1 ( \ 3:1
DITCH
ROAD CROSS-SECTION
NOT TO SCALE
CHECK DAM
NOT TO SCALE
s ,aceaeseay
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SWAMPY AREA
R,qO
l�S� `.:
X 2.4' �.
X 2.1'
2.7' S0.27' i6.53 IPS S 85°03'52'W IPS CORNER -
582Ow 5• _----------X------X - - - - ----------------
IPS IPS • WCONTROL - - - - - - - - - - - - - - - - - - -ROAD PROPOSED 50' RADIUS
2.9' (PC) CORNER PROPOSED PRIVATE INSTALL SILT FENCE ALONG EXISTING DITCH CUL-DE-SAC t
45' R/W 2.5, 2 3 X 3.2' X X 2.3' ' 1
EXISTING X- X _-�_x .rc�^, 1
---^--.X---------X _ _-_-�•9- - - _ ��1,3'_ 4' WIDE DITCH - - 0 _ x
TOM = TOP IPS • 2.6' I ELEV. = 2.60' 2 `• ` 2.6'----_-_-X X O.;i
NGVD 1929 - : �, X 14' _ _ --- �,�•� •�• X2.0' 2.8 RADIUS \
FROM NCGS MON. 7Y-25 N ;!' '• !.6' _ X ••� ••• ^ I pj
Ts
OF ROAD \ x
DITCH 1 I r /` Larry W. BARTLEY SWAMPY AREA �"' --"��
DEED BOOK 195, PAGE 536
\ \
CONSTRUCTION NOTES
1
UNDERGROUND UTILITIES TO BE VERIFIED BY OTHERS BEFORE CONSTRUCTION.
OBTAIN GRADING PERMIT FROM NC DEPT. OF ENVIRONMENT, LAND QUALITY SECTION.
INSTALL GRAVEL CONSTRUCTION PAD AND OTHER EROSION CONTROL MEASURES
AS SHOWN. CLEAR ONLY AREAS NECESSARY TO INSTALL DEVISES.
BEGIN CLEARING, GRUBBING AND FILLING OPERATIONS.
MAINTAIN EROSION CONTROL DEVISES AS NEEDED.
BEGIN ROUGH GRADING
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
WHEN CONSTRUCTION IS COMPLETE AND STABILIZED, CALL FOR SITE INSPECTION
BY EROSION CONTROL OFFICER.
IF APPROVED, REMOVE TEMPORARY DEVICES AND SEED OUT BARE AREAS
WHEN VEGITATION IS ESTABLISHED, CALL FOR FINAL INSPECTION.
GROUND
BOTTOM SWALE
CROSS-SECTION OF
PROPOSED LINE SWALES
TYPICAL, NOT TO SCALE
ALONG MID POINTS OF LOTS
LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 EAST DITCH
PROPOSED FILL TOP
2' 2.6' 3.0;
1.2' 0.0'
1.6' i •9' 1.6' EXISTING DITCH
EXISTING GRADE
CROSS-SECTION OF FILL AREA
(NOT TO SCALE)
PLAT CABINET B, SLIDE 129-B \ ,'
`% O
`% �\
`♦
EROSION CONTROL NOTES
SHOULD WORK ON THE SITE BE PERFORMED BY MORE THAN ONE PRIME
CONTRACTOR, EACH PRIME SHALL BE RESPONSIBLE FOR THE FOLLOWING
TASKS ASSOCIATED WITH THE CONTRACTOR'S PHASE OF THE WORK.
I. DURING THE CONSTRUCTION PHASES ALL EROSION CONTROL MEASURES
SHALL BE MAINTAINED. SEDIMENT AND EROSION CONTROL DEVICES
AND STRUCTURES SHALL BE CHECKED WEEKLY AND IMMEDIATELY AFTER
STORM EVENT. DEVICES SHALL BE REPAIRED, ADJUSTED, OR
REPLACED AS NECESSARY TO MAINTAIN THEIR INTENDED FUNCTION.
2. TEMPORARY CONSTRUCTION ENTRANCE IS NOT REQUIRED.
3. SILT FENCE AND/OR JUTE LINING TO BE INSTALLED AS DIRECTED BY
ENGINEER OR EROSION CONTROL OFFICER.
4. SILT FENCES SHOULD BE INSPECTED AFTER EACH RAINFALL
AND SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN
THEY REACH A MAXIMUM 1/3 THE HEIGHT OF THE FENCE.
5. UPON COMPLETION, SEED AND STABILIZE AS NECESSARY.
6. CALL FOR FINAL SITE INSPECTION BY EROSION CONTROL OFFICER.
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SEE SHEET TWO o`o
BEARINGS AND DISTANCES ALONG THE
CENTERLINE OF EXISTING PRIVATE GRAVEL ROAD 9t ♦�o F
` /v �2
FROM "A' TO A RAILROAD SPIKE SET (BURIED) 9� E;7 �`
AT THE INTER&ECTK)N OF THE CENTERLINES OF
THE PRIVATE GRAVEL ROAD AND SR 1213 (BRIDGE PATH ROAD)
S 38043'02'E 125.44'
S 51°00'47'E 377.58' `� A'�5�
S 44015'13'E 198.46'
S 50°41'54'E 109.66' G�
S 58°19'51'E 103.87'
S 66057'44'E 105.47'
S 69005'37'E 339.50'
i
SWAMPY AREA
50 0 50 100 150
GRAPHIC SCALLLLE - FEET
REVISED: DEC. 02, 2003 (PERMIT REVISIONS)
REVISED: NOV. 10, 2003 (ADDTIONS TO PROJECT)
AUGUST 18, 2003
SCALE: I " = 50 FEET