NCC216124_Site Plan or Location Map_20211104

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GENERAL NOTES
1. ALL WORK ON THIS APPLICATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND
LOCAL CODES, LATEST AMENDMENTS.
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS
AND SHALL NOT SCALE THESE DRAWINGS
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF
ROUGH EXCEPT WHERE OTHERWISE NOTED,
4. ALL PARTITION WALLS ARE TO BE 2x4 (3 "') CONSTRUCTION UNLESS OTHERWISE SHOWN.
5. NO LOADS SHALL BE APPLIED TO SUSPENDED
CEILINGS.
6. THE CONTRACTOR SHALL PROVIDE BLOCKING,
GROUNDS, ETC. FOR FIXTURES, SHELVING, TRIM,
GYPSUM BOARD, DECKING, PLUMBING FIXTURES,
ETC., WHERE THEY ARE REQUIRED.
7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL
VERIFY AND COORDINATE ALL DIMENSIONS AND
DETAILS PRIOR TO PRECEDING WITH ANY WORK.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THIS OFFICE IN WRITING
IMMEDIATELY.
DRAWING SCHEDULE
SHEET NO.
DESCRIPTION
LD1.1
SITE DEVELOPMENT PLAN - TOPOGRAPHY
LD1.2
SITE DEVELOPMENT PLAN - TREES
S1.1
FOUNDATION PLAN
S2.2
MAIN LEVEL FLOOR JOISTS
S3.1
MAIN LEVEL HEADERS
A2.1
MAIN LEVEL FLOOR PLAN
A3.1
MAIN LEVEL DIMENSIONAL PLAN
A4.1
ROOF PLAN
A5.1
FRONT AND RIGHT ELEVATIONS
A5.2
REAR AND LEFT ELEVATIONS
A6.1
SECTIONS
A7.1
DETAILS
A8.1
SCHEDULES
E1.1
MAIN LEVEL ELECTRICAL
ER MANHOLE
= 93.18
85.27
WETLANDS DELI
AS PER RECORD MAI
MAIN LEVEL FF : 101.0'
PORCHES DECKS FF 100.71'
TOP OF FOUNDATION 99.82'
GARAGE SLAB FF : 98.5'
TOP OF FOUNDATION 101.16'
GRADE LEVEL : 98.16'
EXCAVATE LEVEL 97.83'
STORAGE SLAB FF : 99.66'
TOP OF FOUNDATION 99.82'
GRADE LEVEL : 99.33'
EXCAVATE LEVEL 99.0,
IMPERVIOUS SURFACES
HOUSE :
DRIVEWAY
PORCHES, STAIRS,
PATIOS :
TOTAL :
4133 SQFT
3059 SQFT
1278 SQFT
8470 SQFT
PLANS, DESIGNS (ORIGINAL AND DERIVATIVE MODIFICATIONS), AND CONCEPTS ARE NOT TO BE
REPRODUCED AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS. ALL PLANS HAVE BEEN
PREPARED BY AND ARE THE SOLE PROPERTY OF CAMINA DESIGN & CONSTRUCTION, INC.
I
RTO
\ -RIVE
\
\ I—,
(ASSUMED)
JE \
['29"E
I certify that this map was drawn under my supervision from an actual survey
made under my supervision; that the boundaries not surveyed are indicated as
drawn from information shown hereon; that the ratio of precision or positional
accuracy is 1/10,000+; and that this map meets the requirements of The
Standards of Practice for Land Surveying in North Carolina (21 NCAC 56. 1600).
Further:
I hereby certify that the premises shown & described hereon, do not lie
in a F.E.M.A. designated 100 year flood plain area.
REFERENCE:
PLAT CAB. 7, SL. 188
MOORE COUNTY REGISTRY
ACREAGE DETERMINED
BY COORDINATE METHOD.
NOT INTENDED TO BE PREPARED
FOR RECORDATION IN ACCORDANCE
WITH G. S. 47-30 AS AMENDED.
CORPORATE LICENSE NO. C-1987
S. R. SHEFFIELD, PLS NO. 1365
DATE: JULY 1, 2021
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
S. R. SHEFFIELD, PLS NO. 1365, ON JULY 1, 2021
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
UNLESS OTHERWISE DENOTED,
= EXISTING IRON STAKE
= EXISTING CONCRETE MONUMENT
= SET CONCRETE MONUMENT
= SET IRON STAKE
-SQUARE FOOTAGE
= UTILITY POLE
= WATER METER
= WATER VALVE
= FIRE HYDRANT
= CATCH BASIN
= SANITARY SEWER MANHOLE
= POWER SERVICE STUB
= SEWER SERVICE STUB
= TELEPHONE SERVICE STUB
= CABLE TV SERVICE STUB
= FENCE
O 8P = PINE TREE W/ SIZE NOTED
0Q > = OAK TREE
HW = HARDWOOD TREE
qW� = DOGWOOD
TREE
j0� = AREA LIGHT
c
= TREE TO BE REMOVED
°v
EXTERIOR FLOOD LIGHT
o
RECESSED CAN LIGHT IN EAVE
a
WALL SCONCE
SITE DRAINAGE
LOT NO. 1031, SECTION 10, SHEET C
FOREST CREEK GOLF COURSE DEVELOPMENT
MCNEILL TOWNSHIP, MOORE COUNTY,
SOUTHERN PINES, NORTH CAROLINA
JULY 1, 2021 -*- SCALE 1"=209
STEPHEN R. SHEFFIELD & ASSOCIATES, P.A.
1680 NC HWY. 5, SUITE NO. 170
ABERDEEN, NORTH CAROLINA
20' 10' 0' 20' 40'
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Revisions:
Drawn by:
LJC
Checked by:
Date:
10.19.2021
LD 1,, 1
PERMIT
DOCUMENTS

SANIT RY S
TOP FIM El
\VET ELE
C
1
GENERAL NOTES
1. ALL WORK ON THIS APPLICATION SHALL BE IN
ACCORDANCE WITH ALL APPLICABLE STATE AND
LOCAL CODES, LATEST AMENDMENTS.
2. THE CONTRACTOR SHALL REFER TO DIMENSIONS
AND SHALL NOT SCALE THESE DRAWINGS
3. ALL DIMENSIONS ARE SHOWN TO THE FACE OF
ROUGH EXCEPT WHERE OTHERWISE NOTED,
4. ALL PARTITION WALLS ARE TO BE 2x4 (3 "') CONSTRUCTION UNLESS OTHERWISE SHOWN.
5. NO LOADS SHALL BE APPLIED TO SUSPENDED
CEILINGS.
6. THE CONTRACTOR SHALL PROVIDE BLOCKING,
GROUNDS, ETC. FOR FIXTURES, SHELVING, TRIM,
GYPSUM BOARD, DECKING, PLUMBING FIXTURES,
ETC., WHERE THEY ARE REQUIRED.
7. THE CONTRACTOR IS RESPONSIBLE FOR AND SHALL
VERIFY AND COORDINATE ALL DIMENSIONS AND
DETAILS PRIOR TO PRECEDING WITH ANY WORK.
ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THIS OFFICE IN WRITING
IMMEDIATELY.
DRAWING SCHEDULE
SHEET NO.
DESCRIPTION
LD1.1
SITE DEVELOPMENT PLAN - TOPOGRAPHY
LD1.2
SITE DEVELOPMENT PLAN - TREES
S1.1
FOUNDATION PLAN
S2.2
MAIN LEVEL FLOOR JOISTS
S3.1
MAIN LEVEL HEADERS
A2.1
MAIN LEVEL FLOOR PLAN
A3.1
MAIN LEVEL DIMENSIONAL PLAN
A4.1
ROOF PLAN
A5.1
FRONT AND RIGHT ELEVATIONS
A5.2
REAR AND LEFT ELEVATIONS
A6.1
SECTIONS
A7.1
DETAILS
A8.1
SCHEDULES
E1.1
MAIN LEVEL ELECTRICAL
ER MANHOLE
= 93.18
85.27
WETLANDS DELI
AS PER RECORD MAI
MAIN LEVEL FF : 101.0'
PORCHES DECKS FF 100.71'
TOP OF FOUNDATION 99.82'
GARAGE SLAB FF : 98.5'
TOP OF FOUNDATION 101.16'
GRADE LEVEL : 98.16'
EXCAVATE LEVEL 97.83'
STORAGE SLAB FF : 99.66'
TOP OF FOUNDATION 99.82'
GRADE LEVEL : 99.33'
EXCAVATE LEVEL 99.0'
IMPERVIOUS SURFACES
HOUSE : 4133 SQFT
DRIVEWAY 3059 SQFT
PORCHES, STAIRS,
PATIOS : 1278 SQFT
TOTAL : 8470 SQFT
PLANS, DESIGNS (ORIGINAL AND DERIVATIVE MODIFICATIONS), AND CONCEPTS ARE NOT TO BE
REPRODUCED AND ARE SUBJECT TO INTELLECTUAL PROPERTY LAWS. ALL PLANS HAVE BEEN
PREPARED BY AND ARE THE SOLE PROPERTY OF CAMINA DESIGN & CONSTRUCTION, INC.
I
(ASSUMED)
JE \
['29"E
I certify that this map was drawn under my supervision from an actual survey
made under my supervision; that the boundaries not surveyed are indicated as
drawn from information shown hereon; that the ratio of precision or positional
accuracy is 1/10,000+; and that this map meets the requirements of The
Standards of Practice for Land Surveying in North Carolina (21 NCAC 56. 1600).
Further:
I hereby certify that the premises shown & described hereon, do not lie
in a F.E.M.A. designated 100 year flood plain area.
REFERENCE:
PLAT CAB. 7, SL. 188
MOORE COUNTY REGISTRY
ACREAGE DETERMINED
BY COORDINATE METHOD.
NOT INTENDED TO BE PREPARED
FOR RECORDATION IN ACCORDANCE
WITH G. S. 47-30 AS AMENDED.
CORPORATE LICENSE NO. C-1987
S. R. SHEFFIELD, PLS NO. 1365
DATE: JULY 1, 2021
THIS DOCUMENT ORIGINALLY ISSUED AND SEALED BY
S. R. SHEFFIELD, PLS NO. 1365, ON JULY 1, 2021
THIS MEDIA SHOULD NOT BE CONSIDERED A CERTIFIED DOCUMENT.
UNLESS OTHERWISE DENOTED,
= EXISTING IRON STAKE
= EXISTING CONCRETE MONUMENT
= SET CONCRETE MONUMENT
= SET IRON STAKE
-SQUARE FOOTAGE
= UTILITY POLE
= WATER METER
= WATER VALVE
= FIRE HYDRANT
= CATCH BASIN
= SANITARY SEWER MANHOLE
= POWER SERVICE STUB
= SEWER SERVICE STUB
= TELEPHONE SERVICE STUB
= CABLE TV SERVICE STUB
= FENCE
-sf-sf-sf-sf-sf-sf— SILT FENCE
O 8P = PINE TREE W/ SIZE NOTED
0Q > = OAK TREE
HW = HARDWOOD TREE
qW� = DOGWOOD
TREE
j0� = AREA LIGHT
c
= TREE TO BE REMOVED
°v
EXTERIOR FLOOD LIGHT
o
RECESSED CAN LIGHT IN EAVE
a
WALL SCONCE
SITE DRAINAGE
LOT NO. 1031, SECTION 10, SHEET C
FOREST CREEK GOLF COURSE DEVELOPMENT
MCNEILL TOWNSHIP, MOORE COUNTY,
SOUTHERN PINES, NORTH CAROLINA
JULY 1, 2021 -*- SCALE 1"=209
STEPHEN R. SHEFFIELD & ASSOCIATES, P.A.
1680 NC HWY. 5, SUITE NO. 170
ABERDEEN, NORTH CAROLINA
20' 10' 0' 20' 40'
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Revisions:
Drawn by:
LJC
Checked by:
Date:
10.19.2021
LD 1. 2
PERMIT
DOCUMENTS