SW3200201_Plan (Prop. Site)_20200212

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1 \ NORTH CAROLINA DEPARTMENT \
1 \ OF TRANSPORTATION
D.B. 3336, PG. 1352 \
1 \ PARCEL ID:366801190956 Q
1 \ ZONED: "R-40" (CATAWBA COUNTY) \ ��o
1 \
\ 8" REBAR SET � NO° 01' 29"W \
1 N.C. GRID-NAD 83 (2011) 10.61' \
1 N=689,936.98'
1 1 E=1,361,124.37'
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D.B. 1855, PG. 474 ' / F� \ \ �'y® \,po
PLAT BOOK 30 PAGE 155
PARCEL ID:366801190810
ZONED: "HC" (CATAWBA COUNTY)
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E=1,361,342.25'
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HANDICAP RAMP /
GEORGE GLENN & MARY BETH YOUNG / & SIGNAGE SEE
D.B. 3359, PG. 1223 1 / DOLLAR GENERAL DET. 3-5/C900
PLAT BOOK 78, PAGE 1 1 I ' / 8,960 SQ.FT.SIGNS
PARCEL ID:366801096597 1 ' / 37 PARKING SPACES i /:
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GEORGE GLENN & MARY BETH YOUNG
D.B. 3359, PG. 1223 76 \ / / / F� ^ �,� o ^cb
PLAT BOOK 78, PAGE 1
PARCEL ID:366801096597-
ZONED: "R-40" (CATAWBA COUNTY) BIW
ROAD R
6' OPAQUE \ / 10' x 70' SIGHT
\ �� 7 �oQ TRIANGLE
WOOD FENCE \ \
SEE DET. 6/C901
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YELLOW LINES
\ PAVEMENT
\ NCDOT PAVING
MARKINGS PER
\ NCDOT STD. 1205 A f Q� SEE DET. VC901
DEPRESSED CURB
f SEE DET. 5/C901
OAK TREE HOLDING, LLC g' REBAR r ` 24 - STOP BAR WHITE
D.B. 3359, PG. 1223 SET / �Sg�4�40, R35' PER NCDOT STD. 1205
PARCEL ID:366801191368 3\ /
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f DINT OF BEGINNING
1" PIPE FOUND /
/N.C. GRID NAD 83 (2011) /
N=689,444.09'
/� E=1,361,281.45' / 10'x70'SIGHT
TRIANGLE /
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UTILITY EASEMENT
N62° 2319"W /
12.05'
UTILITY EASEMENT
S27° 20' 56"W !. • / °�' a,
20.99,
4 R ---
FOUND
SIGN LEGEND
0 STOP
R1-1
30"X30"
LEGEND
- - PROPERTY LINE
too EXISTING CONTOURS
row PROPOSED CONTOURS
BUILDING SETBACK
- - - - - - - - - LANDSCAPE BUFFER
P EX. OVERHEAD ELECTRIC
FO EX. FIBER OPTICS
NCDOT PAVING
STANDARD DUTY ASPHALT
/
HEAVY DUTY ASPHALT
GENERAL NOTES
1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.
3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS.
5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS
ASSOCIATED WITH RELOCATION.
6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
RELOCATION SHALL BE INCLUDED IN THE BASE BID.
7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
PARKING AND PAVEMENT NOTES
1. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
UNIFORM TRAFFIC DEVICES, 2012 EDITION AS AMENDED.
2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WHITE ON ASPHALT IN NCDOT ROW.
3. ALL DIMENSIONS ARE TO FACE -OF -CURB UNLESS INDICATED OTHERWISE.
4. ALL CURB RADII ARE 5' UNLESS OTHERWISE INDICATED.
5. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
6. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
7. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
8. CONTRACTOR SHALL SAW -CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
CONTRACTOR SHALL SAW -CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
BY INSPECTOR TO INSURE POSITIVE DRAINAGE (TYPICAL AT ALL INTERSECTIONS).
9. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF ACCIDENT PREVENTION IN
CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FOR
CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
10. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER.
11. ALL EXISTING ON -SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF -SITE,
INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON -SITE SHALL BE IDENTIFIED
TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
12. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS).
13. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF
ANY SIGN.
DOLLAR GENERAL PAVEMENT NOTES:
1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
BE SEALED WITH AN APPROVED SEALANT. STEEL REINFORCING SHALL BE USED AT JOINTS. REFER TO ACI 330R
(GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS) FOR JOINT DESIGN AND LAYOUT.
SMYRE FARM RD.
STRIPING LEGEND
SURFACES SHOULD BE CLEAN,
DRY AND METAL SURFACES FREE
YELLOW CURBING AND BOLLARDS - OF HEAVY RUST. 2 COATS
PARKING LOT SHERWIN WILLIAMS - KEM 4000
ACRYLIC ALKYD ENAMEL SAFETY
YELLOW B55Y300 SITE INFORMATION
SURFACES SHOULD BE CLEAN, PROPERTY AREA (ACRES) 2.11
STRIPING - PARKING LOT DRY. TOP COAT SHERWIN
WILLIAMS - PROMAR TRAFFIC IMPERVIOUS AREA (ACRES) 0.71
MARKING PAINT YELLOW TM5495 DISTURBED AREA (ACRES) 2.20
SURFACES SHOULD BE CLEAN, ZONE HC
HANDICAP STRIPING - PARKING LOT DRY. TOP COAT SHERWIN
WILLIAMS - PROMAR TRAFFIC PARKING COUNT 37 SPACES
MARKING PAINT "H.C." BLUE 1 (4 COMPACT SPACES)
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AUTHORITY AND FOLLOW TRAFFIC MANAGEMENT PLAN FOR
ALL WORK WITHIN AND ADJACENT TO PUBLIC RIGHT OF WAY.
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SITE PLAN
PREPARED FOR:
TERAMORE DEVELOPMENT
PO BOX 6560
THOMASVILLE, GA 31758
DATE: REVISIONS:
SHEET SIZE:
24" x36"
DATE:
01/15/2020
PROJECT NUMBER:
3160622019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 30' (H)
(V)
30 15 0 30 60 SHEET:
C100
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE