NCC221290_Site Plan or Location Map_20220405

SITE PLAN -PROPOSED EROSION CONTROL
ICG HOMES, LLC.
A NORTH CAROLINA LIMITED LIABILITY COMPANY
CURRENTOWNERS
HADLEY TOWNSHIP - CHATHAM COUNTY
NORTH CAROLINA
SEPTEMBER 27TH, 2021 -REVISED MARCH 7TH, 2022
SCALE 1' = 25' - DETAILS VARY
REFERENCES:
DEED BOOK 2224 PAGE 1021 -PRIMARY
ALL OF LOT NUMBERED 229C
CHAPEL RIDGE -PHASE ONE -SECTION G
PLAT SLIDE 2004 PAGE 327
PARCEL INFORMATION:
PARCELID: 81759
PIN: 9734-00-53-1491
PHYSICALADDRESS
206 GOLFERS VIEW
PITTSBORO, NC 27312
PREPARED BY:
MATTHEW S. JARRELL LAND SURVEYING, PLLC.
314 YORKTOWN DRIVE - CHAPEL HILL, NC 27516
NC PROFESSIONAL FIRM # P-1665
VICINITY MAP
NOT TO SCALE
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GOLFERS
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VIEW
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SITE
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411
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GENERAL NOTES.
1. SURVEYOR HAS DETERMINED THAT THE SURVEYED BOUNDARY AND
PREVIOUS DEED DESCRIPTION DO NOT DEPICT VARIANCES GREAT
ENOUGH TO NOTE. ATITLE SEARCH WAS NOT PERFORMED.
2. THIS SURVEY IS WITHIN MAXIMUM ALLOWABLE RELATIVE
POSITIONAL PRECISION. ( RAW RATIO OF PRECISION: 1:10000 )
3. THIS PROPERTY HAS AN AREA OF. 11,967.00 SO.FEET OR 0.390 ACRES TOTAL
( AREA ADOPTED FROM ORIGINAL SUBDIVISION PLAT - PS 2004 PG 327 )
4. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES (USFT)
S. THIS MAP IS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON
ANY EXTENSION OF THE USE BEYOND THE PURPOSE AGREED TO BETWEEN THE
CLIENT AND SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT.
6. THIS PARCEL MAY BE SUBJECT TO EASEMENTS OR RIGHTS OF OTHERS
THAT HAVE NOT BEEN DISCLOSED ON THIS PLAT.
7. THIS SURVEYOR DOES NOT CERTIFYTO THE EXISTENCE OR LOCATION OF
ANY UNDERGROUND FEATURES( TANK , UTILITIES, ETC)
C. PROPERTY SHOWN HEREON NOT IS LOCATED IN A FEMA DESIGNATED
FLOOD ZONE. SEE FEMA FLOOD HAZARD PANEL.3710973400K.
EFFECTIVE DATE: 11/17/2017
9. WETLANDS, JURISDICTIONAL WATERS, STREAMS, DRAINS, PONDS OR
OTHER CONDITIONS WHICH MAY BE REGULATED BY FEDERAL, STATE OR
LOCAL AGENCIES WERE NOT INVESTIGATED DURING THIS SURVEY. RIPARIAN
BUFFERS AND OTHER RESTRICTIONS ON DEVELOPMENT MAY BE REOUIRED.
10. CONTOUR DATA REPRESENTED ON THIS SURVEY WAS ADOPTED FROM
CHATHAM COUNTY CIS DATA PORTAL.
HTTPS://OPEN DATA-CHATHAMN CG ISO PEN DATA.ARCG IS.COM/
( CONTOUR INTERVALS REPRESENTED O 2AND 10' )
11. THERE WAS NO OBSERVABLE EVIDENCE OF CEMETERIES FOUND AT TH E TIME
OF THE SURVEY.
12. THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING
CONSTRUCTION OR ADDITIONS, NO CHANGES IN THE RIGHT OF WAY LINES,
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS AND NO
OBSERVABLE EVIDENCE OF SITE USE AS ASOLID WASTE DUMP, SUMP OR
SANITARY LANDFILL.
SYMBOL -ABBREVIATION LEGEND:
0 25 so 75
♦
UPUTILITYPOLE
SCALE 1 ° = 25'
GUY-GUYWIRE
CHATHAM COUNTY ZONING
Q
SSMH- SANITARYMANHOLE
ZONE: R-1
THERE MAY BE ADDITIONAL RESTRICTIONS
0
CO-CLEANOUT
GOVERNING ANY IMPROVEMENTS TO THIS
PARCEL AND DWELLING. PROPER RESEARCH
®
TO FIBER OPTIC HANDHOLE
SHOULD BE PERFORMED PRIOR TO ANY
Q
FM- FIBEROPTICMARIER
SITE PLAN SUBMITTAL OR CONSTRUCTION.
®
TELE- TELEPHONE PEDESTAL
BUILDING SETBACKS ADOPTED FROM
®
CHL-CABLE PEDESTAL
CHAPEL RIDGE ARE GUIDELINES (2019)
®
EM-ELECTRIC METER
FRONT YARD SETBACK : 40 FEET
[2HVAC-
HEATING AND AIR UNIT
SIDE YARD SETBACK : 10 FEET
REAR YARD S ETBACK: REAR YARD SETBACK VARIES
QW
WELL-EXISTINGWELL
DEPENDING U PON IT ME SITE LOCATION
®
BOLLARD
A. STANDARD RE R YARD SETBACK : 30 FEET
B. ADJACENTTO BUFFER ZONE/
O
PROPANE
CONSERVATION EASEMENT: 20 FEET
VALVE BOX
C ADJACENT TO GOLF COURSE : 40 FEET
O
TRANS- POWERTRANSFORMER
LINE TYPE LEGEND
Q
WM-WATERMETER
BOUNDARY LINE
SEPTIC SEPTIC TIE -IN
ADJOINED LINE
O
TREE OVER6"DIAMETER
/////////// BUILDING LINE
7C1(
TREE TO BE REMOVED
RIGHT OF WAY
50(
DRAINAGE ARROW
------ — OVERHEAD UTILITY
EASEMENT
®
GRADE ELEVATION (PROPOSED
FENCE
.,�
EXISTING CONTOUR LABEL
/WYWYI. TR EELINE
'X✓
PROPOSED CONTOUR LABEL
BUILDING SETBACK
0
SILT FENCE OUTLET
PROPOSED INFRASTRUCTURE
UGA- UNDERGROUND TANKACCESS
SF SILT FENCE
Tp TREE PROTECTION FENCE
LSA-LANDSCAPE AREA
— — — — — — — — LIMITS OF DISTURBANCE
BOC-BACKOFCURB
— — — — — — — — MAIOR CONTOUR
RW - RIGHT OF WAY
MINOR CONTOUR
FIT FINISHED FLOOR ELEVATION
— — — — — — — — PROPOSED CONTOUR
RCP- REINFORCED CONCRETE PIPE
CPP- CORRUGATED PLASTIC PIPE
TEM PORARV CONSTRUCTION
CMP- CORRUGATED METAL PIPE
DRIVE (SEE DETAIL)
WASHOUT
®CONCRETE
(SEE DETAIL)
GENERAL LANDSCAPE NOTES:
1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE
BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
2. FINISHED GRADE TO BE SLOPED AWAY FROM FOUNDATION 6"
IN THE FIRST 10 FEET.
3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
DEED RESTRICTIONS, EASEMENTS, RIGHT OF WAY, UTILITIES AND
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
DESIGNING STEPS, PORCHES, DECKS, ETC. AS NECESSARVTO PREVENT
ENCROACHMENT INTO SETBACKS.
S. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
6. SETBACK /EA EMENTS SHALL BE VERIFIED WITH DEVELOPER AND
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
7. THIS IS CONCEPTUAL DRAWING AND CONTENTS SHOWN
HEREON ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
C. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF PORCHES,
SLABS, DRIVEWAYS, PATIOS, AN D SI DEWALKS, ETC.
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR
LOT.
10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING
PLAN WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
11. CHATHAM COUNTY AND NCDENR-LO RESERVE THE RIGHT TO
R EOUIRE ADDITIONAL EROSION CONTROL MEASURES SHOULD THE
PLAN OR ITS IMPLEMENTATION PROVE TO BE INADEOUATE.
12. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL
(1-B00-632-4949) TO LOCATE ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
IMPERVIOUS SURFACE CALCULATION:
PROPOSED DWELLING:
4336+/-SQ.FT.
( INCLUDES PORCH AND DECK)
PROPOSED DRIVE
1804+/- SQ.FT.
TOTAL :
6140+/- SQ. FT.
LOT AREA :
16967.00 SQ.FT.
PERCENTAGE:
36.18 %
as
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( LOT 229G )
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PARCEL ID: 817S9
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PIN:
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0.390 +/-
ACRES TOTAL
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— PS a004 F5 127
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EROSION CONTROL - SHEET 3 OF 5