SW3221007_Plansheet - Proposed Conditions/Site Plan_20221020

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LEGEND cn
- - PROPERTY LINE GOODNIGHT RD. B EC Lu
- 1oo - EXISTING CONTOURS Q J
10o PROPOSED CONTOURS 0-
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REMAINDER LOT 2 - 0.259 ACRES I r
6'OPAQUE WOOD I - - BUILDING SETBACK SITE m V�\� O
SHADOWBOX FENCE TO BE COMBINED WITH LOT 3
GREER N.GOODMAN,TRUSTEE I LANDSCAPE BUFFER U
REBAR D.B.927,PG.110
SET PARCEL ID:465AO44 g'REBAR N.C.HIGHWAY 150 ENGINEERING PLANNING ENVIRONMENTAL Q
SET P EX. OVERHEAD ELECTRIC Q
- S87°57'19"E-250.67' FO EX. FIBER OPTICS o ��� 1520 MEADOWVIEW DRIVE
D NEW OPERT LINE - - - -
�o WILKESBORO,NC 28697 0
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336.844.4088 http://brec.biz LU
10'SETBACK
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' I NCDOT PAVING o
20' PE I 10'x 70'SIGHT a ��uj
`�N �ARp ''%� LJJ
A UFFE TRIANGLE '
SEPTIC AREA TO - ' ¢ 4
�oFESS 9
P.B.9995,PG.2784 I REMAIN UNDISTURBED I o \ \ \ \ \ Q W
GOODMAN,TRUSTEE (TEMP. EXCLUSION I I '� I \ \\ \\ \ STANDARD DUTY ASPHALT VICINITY MAP (N TS) ' =p` = m
927,PG.110 ¢ FENCE SEE DET. 1/C902) I \ \ \ \
EL ID:465A045 � •'.
PAVEMENT I • o I� I
MARKINGS PER I I '
' � •• NGINE�.•• Gam; �
o I NCDOT STD. 1205 I '',TAN c.cN�'?-
I ' o�'3s HEAVY DUTY ASPHALT rrrl+l++� U)
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cN 4" DOUBLE 10/19/2022 Q
12'x 18'DUMPSTER I • � NCDOT PAVING
ENCLOSURE YELLOW LINES I' SEE DET. 1/C901 I J
Z I W/2 BOLLARDS SEE I I I
DET.4/C901 I ���•••"•"•�•,,�
I 18' II � •`��BREC, Pq. �''- W
24"STOP BAR-WHITE GENERAL NOTES :Gp�P�R9T'•, Q
I PER NCDOT STD. 1205 1. CONTRACTOR IS TO VERIFY ALL UTILITY LOCATIONS PRIOR TO BEGINNING WORK. '; Z U
I 2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS. = ;NCBELS#C-3448i U)
A HEAVY DUTY ASPHALT M I 3. ALL PERMITS ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE START OF CONSTRUCTION.
SEE DET. 1/C900 I 4. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS. : 2'•• Q- O
I °°. U 5. EXISTING UTILITIES ON SITE SHALL BE RELOCATED AS REQUIRED. CONTRACTOR SHALL PAY ALL COSTS CAR��'�.,��• z
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ASSOCIATED WITH RELOCATION. •,, •�•`6 �
1 a 0 --� 6. CONTRACTORS ARE TO FULLY ACQUAINT THEMSELVES WITH ALL UTILITIES WITHIN THE CITY AND STATE ROW AND •••"'•••d- �'O Im Q
WITHIN THE PROPERTY BOUNDARIES WHICH WILL REQUIRE RELOCATION. ALL COSTS ASSOCIATED WITH
A °a' A \\ \ \ \ \ 9 \ \\ R25 a. co RELOCATION SHALL BE INCLUDED IN THE BASE BID.
s o 5 I I w I 7. ALL WORK PERFORMED WITHIN NCDOT ROW SHALL BE PER NCDOT SPECS AND SHALL BE INSPECTED FOR
N \ I Q COMPLIANCE BY STATE INSPECTORS AT THEIR DISCRETION.
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45 \ T PARKING AND PAVEMENT NOTES
I \ �'L5 I I g5 0 1. ALL SIGNS, PAVEMENT MARKINGS,AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON
a s�.. a " " , °.. ° ° • a. e. \ m UNIFORM TRAFFIC DEVICES,2012 EDITION AS AMENDED.
I \ \\ DEPRESSED I I a 2. ALL NCDOT PAVEMENT SYBMOLS SHALL BE THERMOPLASTIC PAINT.
8"REBAR co
w \ CURB(TYP.) I Q w 3. ALL NCDOT PAVEMENT LINES SHALL BE POLYREA PAINT.
FOUND I \ 4. ALL DIMENSIONS ARE TO FACE-OF-CURB UNLESS INDICATED OTHERWISE.
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° . \ \ \ 1 \ SEE 5/C901 i I w
o DELIVERY RAMP 7 5. ALL CURB RADII ARE SUNLESS OTHERWISE INDICATED.
\
SEE DET. 2/C901 \ cn 6. CONTRACTOR SHALL FURNISH AND INSTALL PAVEMENT MARKINGS AS SHOWN ON THE PLANS.
15 \ \\ I I C7 7. CONTRACTOR SHALL COORDINATE THE INSTALLATION OF ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC
\ \ \\ \ I I a-�, I CONTROL DEVICES WITH OTHER CONTRACTORS ON SITE.
pp I 8. JOINTS OR SCORE MARKS ARE TO BE SHARP AND CLEAN WITHOUT SHOWING EDGES OF JOINTING TOOLS.
I A \ \\ \\ \\ 7 I I 9. CONTRACTOR SHALL SAW-CUT TIE-INS AT EXISTING CURBS AS NECESSARY TO INSURE SMOOTH TRANSITIONS.
\ \ \ C90 I I CONTRACTOR SHALL SAW-CUT AND TRANSITION TO MEET EXISTING PAVEMENT AS NECESSARY AND AS DIRECTED
7\ \ \ I I POINT OF FOUND
BEGINNING BY INSPECTOR TO INSURE POSITIVE DRAINAGE(TYPICAL AT ALL INTERSECTIONS). W Lo
.e A � \ \ I 8"RE AR FOUND „
\ \ 10. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE MANUAL OF ACCIDENT PREVENTION IN Z Lf�
N C1�863.05'D 83(2011) CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC. AND THE HEALTH AND SAFETY REGULATIONS FORZL(7E= 8,860.10' I CONSTRUCTION ISSUED BY THE US DEPARTMENT OF LABOR.
lui w II I 11. CONTRACTOR SHALL FULLY COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. N
\ \ "' I� 10'x 70'SIGHT 12. ALL EXISTING ON SITE STRUCTURES SHALL BE REMOVED PER LOCAL CODES AND DISPOSED OF OFF SITE,
I \ \ \ \ IM I00 TRIANGLE INCLUDING ALL ATTACHED UTILITIES AND APPURTENANCES. ANY AND ALL WELLS ON-SITE SHALL BE IDENTIFIED W
\ \ I� a TO THE ENGINEER BEFORE CONSTRUCTION AND CAPPED PER HIS INSTRUCTIONS.
I \ \ \\ \ I I o 13. ALL AREAS NOT IDENTIFIED AS STANDARD DUTY PAVING SHALL BE CONSTRUCTED AS HEAVY DUTY PAVING (SEE
\ \ \ \ STANDARD DUTY I I DETAILS FOR STANDARD AND HEAVY DUTY PAVING REQUIREMENTS). J O
I M ASPHALT SEE I I 14. ALL SIGNS, WHETHER FREE-STANDING OR ATTACHED REQUIRE SEPARATE APPLICATION FOR EACH INDIVIDUAL
DOLLAR GENERAL \ \ \\ \ \ DET.2/C900 I I SIGN. ALL SIGNS SHALL MEET LOCAL REQUIREMENTS. A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION OF U)
10,665 SF b �\ \ \\ I I I ANY SIGN. mi
F.F.E. = 821 .00 \ \ \ I DOLLAR GENERAL PAVEMENT NOTES:
I \ \ \ 1. DETAILS ARE DOLLAR GENERAL STANDARD REQUIREMENTS AND MAY INCREASE OR DECREASE WITH VARIOUS
\ \ \ I SOIL CONDITIONS. A GEO-TECHNICAL INVESTIGATION WITH PAVEMENT DESIGN RECOMMENDATIONS SHALL BE
o, \\ \\ I I I COMPLETED FOR EACH DEVELOPMENT. THE FOLLOWING DETAILS ARE MINIMUM DOLLAR GENERAL
T I REQUIREMENTS. INCREASED RECOMMENDATIONS ARE TO BE USED.
\ I I 2. THE SUBGRADE MATERIALS SHALL BE PROOF ROLLED AND/OR SCARIFIED AND COMPACTED PRIOR TO PLACEMENT
LOT 3-P.B.9995,PG.2784 I HANDICAP RAMP I ..° \ \ O° \ I I I OF BASE MATERIAL. WHERE EXISTING SUBGRADE MATERIALS ARE UNSUITABLE. THEY SHALL BE REMOVED AND
GREER N.GOODMAN,TRUSTEE &SIGNAGE SEE A \ I REPLACED WITH COMPACTED SELECT MATERIAL IN ACCORDANCE WITH GEO-TECHNICAL RECOMMENDATIONS.
D.B.927,PG.110 I PARCEL ID 465A045 DET.3-6/C900 A. o . I I 3. HEAVY DUTY CONCRETE PAVEMENT AND STANDARD DUTY CONCRETE PAVEMENT (AS RECOMMENDED BY
: ° v
I \ \ I N GEO-TECHNICAL REPORT OR DOLLAR GENERAL MINIMUMS) SHALL BE STEEL REINFORCED. REINFORCEMENT TYPE
I \ I I I� SHALL BE PRIOR APPROVED BY DOLLAR GENERAL.
ENTRANCE BOLLARDS a \ \\ oo
\ \\ \ I N I 4. CONCRETE PAVEMENT PLAN SHALL BE PROVIDED TO DOLLAR GENERAL FOR PRIOR APPROVAL. ALL JOINTS MUST
I SEE DET.6/C901 \ I 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.
\ \ \
15' 20
°I \ \ \\ \ \
.9 I I SITE PLAN
A.
o I PREPARED FOR:
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7.16'
TERAM RE DEVELOPMENT
I I PO BOX 6460
O A77 - I THOMASVILLE, GA 31758
I � I
_ I OPUS CONkROL POIN
z"REBAR APPED o
e"REBAR FOUND N.C.GRID- AD83(201 SITE INFORMATION
N.C.GRID-NAD 83(2011) I N=696,66 .77'
N=696,675.56' DATE: REVISIONS:
"E-11- _ _ �� INFILTRATION BASIN I E=1,528, 8.25' PROPERTY SIZE 1.98±ACRES
- E=1,528,598.25' _ TEMP. EXCLUSION I ELEV.=8 7.95(NAVD )
FENCE SEE DET. 1/C902 I PARCEL ID: 465AO43&PORTION OF 465AO44
PARKING COUNT 37 SPACES
_
FER I I ZONE CBI
- 10'BUF ���� I
- I WATERSHED BACK CREEK/SLOANS CREEK
STORMWATER PHASE II POST-CONSTRUCTION
- N81°1-256.15'� ���� I REQUIRED
I
- ROAD RNV I MONUMENT SIGN I IMPERVIOUS AREA 34,566 SF(0.79±ACRES) SHEET SIZE:
PERMITTED BY OTHERS I ON-SITE IMPERVIOUS 24"x36"
_ PERCENTAGE 40%
N-C, H'G STRIPING LEGEND PROJECT NUMBER: 3161032022
HWg8O50. c � ❑
995,PAGE 81 � DRAWN BY:
AGE 27 L
10'x 70'SIGHT FOUND REBAR SURFACES SHOULD BE CLEAN, J.EDWARDS
TRIANGLE _ - DRY AND METAL SURFACES FREE
YELLOW CURBING AND BOLLARDS- OF HEAVY RUST.2 COATS APPROVED BY:
PARKING LOT SHERWIN WILLIAMS- KEM 4000 J.CHURCH
ACRYLIC ALKYD ENAMEL SAFETY
SCALE:
YELLOW B55Y300
SURFACES SHOULD BE CLEAN, ill = 20� (H)
DRY. TOP COAT SHERWIN (V)
- _ STRIPING PARKING LOT WILLIAMS-PROMAR TRAFFIC
MARKING PAINT YELLOW TM5495 SHEET:
_ 1 /OADR� SURFACES SHOULD BE CLEAN,
- _ HANDICAP STRIPING DRY. TOP COAT SHERWIN PARKING LOT WILLIAMS-PROMAR TRAFFIC 20 10 0 20 40 cloo
/ MARKING PAINT"H.C." BLUE
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