NCC223116_Site Plan or Location Map_20220902

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This map was created using geothinQ I www.geothinQ.com I Mapping Smart Land Decisions
T THOMAS
HUTTON
Scotland County
Incubator Park
Site Location Map
08/30/2022

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-OWNER -NAME ------- ---- \ �r /<
SCOTLAND COUNTY ECONOMIC
-DE V E-LO-P-NI-E-NT _ _ _ _ /�_ l I _ /<
P BER: v - / / �. /< L
/ 0305-01-00101 L / / \ - - I r - - - - - - -/< L / /
IDENTIFIED US WATERS (STREAMS) \ - - _ 2 3 \ \ - _ _ _= _ _ - L /<
PROPOSED RIPRAP ^ �
L DOUBLE ROW /< LIMITS OF DISTURBANCE (TYP)
- -� OUTLET PROTECTION, INV.: 222.93 -� 50 WIDE x I DEEP-
- - - - SILT FENCE (TYP)-
\ 6'WxIO'Lx6'W, - - EMERGENCY SPILLWAY _ -
/' __ ----- D50=0.50 LOD D - DLO
�eeo-ZEE - - - - - -55 LF 18" RCP_ ^ - t - LOD - Z
/ / --- - ----_ ==-
/ F ZONE - - - _ UO 6 - - SUPER SILT FENCE (TYP)_-
/ L��� EVE y, - •`2 _226 - - - - s
225
ROCK PIPE INLET - z24 223 �0-
�� - PROTECTION (TYP)
o
CHECK DAM
�2 (TYP.)
' r1-11
LIMITS OF DISTURBANCE: 4.89 ACRES /?4
/ / / / / - -
134
THE CONSTRUCTION SEQUENCE MUST BE PROJECT SPECIFIC AND INCLUDE THE � / 226� TEMPORARY DIVERSION SWALE
FOLLOWING (ADDITIONAL ITEMS SHALL BE ADDED DEPENDING ON SITE CONDITIONS): / STORM STRUCTURE / TDS-01
(BURIED FRAME) /
I. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. - - / - - - TEMPORARY SKIP
2. SET UP ON -SITE PRE -CONSTRUCTION CONFERENCE WITH NCDEQ EROSION 27_ - - 0"
CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES. FAILURE TO 00"
- - I _ ORIFICE: INV. OUT:
SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY LAND DISTURBING \-
ACTIVITY IS A VIOLATION OF CHAPTER 8 OF THE NCDEQ CODE AND IS SUBJECT RIP R(qP/ l
TO FINE. UTF L / / / ENC 4" V� \ /
3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION / / / IEI225 0 /
DITCHES, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS.
CLEAR THE SITE ONLY AS NECESSARY TO INSTALL THESE DEVICES.
/ 4. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL / / / \ \ / ' SILT FENCE (TYP)
/ EROSION CONTROL DEVICES AND STRUCTURES. / j / / / j 1 1 / / ro - -
/ 5. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH / / / / / / / / 0
/ EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF / / // / / / / / - - - _ LIMITS OF DISTURBANCE (TYP)
/ EROSION CONTROL MEASURES.-
/ 6. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. // / - RETENTION POND-
/ / \ WATER ELEV .:225.4'
Its 7. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF
1 EROSION CONTROL MEASURES. ALL DISTURBED AREAS SHALL BE SUFFICIENTLY
Z STABILIZED WITH VEGETATION PRIOR TO REMOVAL. TEMPORARY SLOPE DRAINS
SHALL REMAIN IN PLACE UNTIL APPROVED BY INSPECTOR TO BE REMOVED.-
8. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCEWITH ROWAN COUNTY EaSC REGULATIONS AND THE N.C. EROSION AND SEDIMENT
r
CONTROL DESIGN MANUAL, U.S. DEPT. OF AGRICULTURE AND NCDEQ. / / / / / / / o
EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
DESCRIPTION
PLAN SYMBOL
SILT FENCE
SILT FENCE OUTLET
SILT FENCE - HIGH
HAZARD DOUBLE ROW
RIP RAP OUTLET
PROTECTION
TREE PROTECTION FENCE
0-0-0-0-0
ROCK CHECK DAM
CLEARING LIMITS
CL CL
STABILIZED CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBANCE
LOD
BLOCK & GRAVEL INLET
PROTECTION
TEMPORARY DIVERSION
SWALE
T D
FILTER BAG CATCH BASIN
INLET PROTECTION
TEMPORARY SEEDING
TS
DRAINAGE AREA BOUNDARY
PERMANENT SEEDING
PS
TEMPORARY SLOPE DRAIN
T D
FILTER RING INLET
PROTECTION
SUPER SILT FENCE
X
POROUS
BAFFLES (TYP)
TEMPORARY SLOPE
DRAIN (TYP)
ROCK PIPE INLET
PROTECTION (TYP)
1
rEROSIONCONTROL NOTES:ERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES/O TEEPER THAN 3 HORIZONTAL TO I VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY BASIN1
\ OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
\ IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING • 4.23 AC------ ACTIVITY. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR AREA• / / / 9PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN / // / / 0- -232 - \ 1 00
�\ \ ANY EVENT WITHIN 5 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
o /
` 2. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY
/� A REPRESENTATIVE OF ROWAN COUNTY OR NCDEQ. /// ti G // //
/ GENERAL NOTES / / / / DRAINAGE AREA
1. TOPSOIL SHALL BE STORED IN CLEARLY DEFINED SEPARATE AREAS WITHIN / / / / - \ / I / TEMPORARY DIVERSION SWALE I
STOCKPILES TO PREVENT MIXTURE WITH SUITABLE MATERIAL. CONTRACTOR IS \ TDS-02 I O� TO REMOVE EXCESS TOPSOIL FROM SITE AT END OF CONSTRUCTION. / / / / / \ \ ➢ I
2. CONTRACTOR TO SUPPLEMENT TOPSOIL IF ONSITE AMOUNT IS NOT SUFFICIENT. / / / / / �\ �\ \ a / / / OWNER NAME: I ��
\\ 3. SILT FENCE AND SEDIMENT TUBES ARE TO REMAIN UNTIL SITE REACHES FINAL / / / / �' - - - - - - \o \ / SCOTLAND COUNTY ECONOMIC I l
I STABILIZATION. / ExISTIN% / �' o/ \ / / DEVELOPMENT CORP 1
L 4. ALL SLOPES 3:1 OR GREATER ARE TO BE MATTED WITH EROSION CONTROL / BARO;yE �wc \ \ \ / / SILT FENCE
PARCEL NUMBER:
')7
BLANKET AND GRASSED BY HYDROSEED METHOD. r / }y \� \ / DIRT MOUND / / 02-0305-01-060 1 1 (TYP) \
/ �/ \ \ \ \ S ' CHECK DAM 1 1 \
Y
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w Cf)I I I // / / / /.20D/ \ \ CON ENT RANOCE \ % /^1 (TYP.) p0 I
2➢22 / 1 I END 24" FES RCP / / / / / r \\ \ I BENCHMARK -"A"
IERIP24 91RAP / / / / / -- -®_----- / PKN IN PAVEMENT
�RVEY CONTROL POINT #(0�4 - -_s - - - - - - - CONCRETE - -- -_= ELEV : 2 CONSTRUCTION 1
/ - REBAR WITH C�P - WASHOUT - _ - ENTRANCE
1 I I 1 N: 383,927 3 - , - - ^
E: 1,866,333 3
ELEV : 230 Ot� - OD
� - LOD \ \ \ �� LIMITS OF DISTURBANCE (TYP)
/ / \ �'C➢, / \ / j / / / / SANITARY MANHOLE
FR-AME- 2�.62-Ol
�b� � Sds f
Iy� SANITARY MALOLE �-
FRAME: 22157, � CONC. f �n � � � /- - - � � / /' � � I � �� - � v A \ \ \ � �00
EzINLET
FRAM
LE6"
\ \\\ \\ \
PVC: 225.92
_ LE. 12" RCP: 225.95
\\\ \ \
BOTTOM: 226.00
ROAID R/W
SANITARY MANHOLE
FRAME: 234.20 \\\ \\ \ \\ \ l
LE.: 223.85
SANITARY MANHOLE 1 l I I I \ \\ \\\ \ _ \ \\ \ 1 l
O \I I \ / / / 1E:221B6 1 \ \ \\ \ \ SURVEI� CONTROL POINT
FRAME: 22B.56 I I I I \\ V A \ \V /
\ I I 1 I \\ \\ \ \ \\ REBAR ITH CAP
N: 384,351 53
0, ��`� / / DIRECTION OF 6" PVC \ \ \ VA \\ E: 1,866,0\56.12
/ / \�\\ \ \ \\ \\ I ELEV : 23A 05
PERMANENT UTILITY
I GR TE INLET U
/ '^jI � \ / / / / / / I 1 I I I EASEMENT NUMBER I
FRAI\41E: 226.63 \ \ \\ \
I.E. 12 RCP(N): 225.68 (PB.2, PG. 202)
/ LE. IB" RCPINE): 225.90
I 15 RC PII(E): 225.85
/ LE. 124" CP: 225.60
BOA OM: 225.33
a
I I / GRATE INLET BUILDING E 1z" RCP: 225� e
I.E. 12" RCP: 225.9
FINISH FLOOR BorrO1
/ M: 225 98 � I
I I �/ / / PERMANENT UTILITY
ELEV: 271 7' �
END 16" RCP AEEMENT NUMBER I I VA
I.E.: 226.49 (PB.2, PG. 202) ` I / m / / \ \ SANITARY MANHOLE \ \
/ / \ / -� \ / FRAME 223.00
GRAPHIC SCALE
40 0 20 40 80 \ 160
-
/ 1 I SANITARY MANHOLE
III i I I FRAME: 22H.02 E: Mo\u�D
/236 -\
\
( IN FEET") l \
HOODED INLET
FRAME: 229.48 / 1 `L „'� I I 1 I / / � / 1 I � \ \ 1 inch = 40 ft.
THROAT: 228.95
- I I.E. 15" RCP(SE): 226.35
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JOB NO:
J- 28853.0000
DATE:
6/15/22
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
APPROVED:
WBS
SCALE:
I" = 40'
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EROSION CONTROL LEGEND
DESCRIPTION
PLAN SYMBOL
DESCRIPTION
PLAN SYMBOL
SILT FENCE
SILT FENCE OUTLET
0 0
SILT FENCE - HIGH
HAZARD DOUBLE ROW
RIP RAP OUTLET
PROTECTION
0 0
0 0
TREE PROTECTION FENCE
❑—❑—❑—❑—❑
ROCK CHECK DAM
CLEARING LIMITS
CL CL
STABILIZED CONSTRUCTION
ENTRANCE
LIMITS OF DISTURBANCE
LOD
BLOCK 8L GRAVEL INLET
PROTECTION
TEMPORARY DIVERSION
SWALE
T D
FILTER BAG CATCH BASIN
INLET PROTECTION
TEMPORARY SEEDING
TS
DRAINAGE AREA BOUNDARY
PERMANENT SEEDING
PS
TEMPORARY SLOPE DRAIN
T D
FILTER RING INLET
PROTECTION
SUPER SILT FENCE
X
L
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-GWNE-RWAME:------- �--_ �— '�_ <\\��� \�\ �� l; k
SCOTLAND COUNTY ECONOMIC
-DEVE-LOP"N!-E�IT
P BER: �
-0305-01-00101 IDENTIFIED US WATERS (STREAMS) r L /
i
L /
PROPOSED RIPRAP _
OUTLET PROTECTION, \ L �
— — — — — — — — ' LIMITS OF DISTURBANCE (TYP)
6 Wx10 Lx6 W, � DOUBLE ROW —
_ — — o INV.: 222.93 50' WIDE x I' DEEP SILT FENCE (TYP)_—
\ EMERGENCY SPILLWAY
225 L0D '
, — — �eeo—Z�— — — 55 LF 18" RCP _ LOD — LO
FL O------_ LO
OD ZONE
TEMPORARY SKIMMER DEVICE
SIZE: 2.00"
/ ORIFICE: 1.00"
ENl3j FEs CPf� ' / / / / / / / / 1 —
/ 2 / 'I E: 2 4.84--- INV. OUT: 223.5' — —
/ / RIP RAP 0 i <yLr
/�� / STORM STRUCTURE
(BURIED FRAME) /
N
i/ / / / r—————— — — — — —— __---------------�—(
LIMITS OF DISTURBANCE (TYP)
RIP R l \ -
OUTF2L / / / ENC 4" •pVV(ii
I.E.I 225.00
SILT FENCE (TYP)
/
LOW LYING A A \ / / j / / / / ✓ / /
/ /� UNDER WA / EXPAN ON BUILDING
RETENTION POND / / / I / / -5 " "F-
WATER ELEV .:2'25.4' 250' 00'
I�7
� A & / / / // o / // / / / // / / o
RETENTION POND / / / / / 25' / / \ �°1oz,
WATER ELEV .:225.4'
226 _
227 225 224223
226 �
zz�
228 _ —
229 — 229 — —
99n ZJV —
231
FILTER BAG INLET
PROTECTION (TYP)
I �\
INV.: 221.66
\ I
I
v
POROUS
BAFFLES (TYP)
\
\I
II
NDECEL H:210TION / /// // // /// `-� / /// : ■:�• 229
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\ `� I I / / / / / / / / / / � / — ' \ � / � � / �—� • 229 I � \ 1
I / / / / 1 / /' ��� '�• OWNER '� I
SC TLAND COUNTY ECONO\ I I \ I
I m � / I / I / I 1 / \ / / / ExISTINy � / /� / ' o\ ,23° � ■ ■ / ■ ■ ■ ■ � • � • / MI � I
PORO S /, / _ _ DEVELOPMENT CORP \ 30 \
L \ I y ° / ■ ■ / 2 SILT FENCE \
/ / / / PARCEL NUMBER: \ \ (TYP) \ I\
c / / / / / s / BALE }y^ ■ ■ ■ ■ / T M U ■ ■ �' \
/ / I 1 m:GI
02-0305-01-060 �\ / \ I \
O c^
//
�° /---------------
m ➢ w� � I I I / / / // �-----------------any--------------- _ 66 LF 12" RCP
2 \ END 24" FES RCP / / r \ — — —I I BENCHMARK -"A" /
1 E : 224 91 // / INV.: 229.21
RIP RAP o PKN IN PAVEMENT ( \ \ \ I
/ I --__
SURVEY CONTROL POINT #(O�4 — — _s -- — — — — CONCRETE — — — �— / \ I
REBAR WITH C P _ — _� _
WASHOUT _ INV.: 230.29 I 232 \ \ I
N: 383,927�3
E: 1,866,333 3 i l I
\ � oD
ELEV : 2,70 Ot- — 1
LOD � LIMITS OF DISTURBANCE (TYP) I
CONSTRUCTION — —
INV.: 229.85
0 ENTRANCE — — 8"W — — — — — \ \
_ _ I I
�--rE-22280_ _ — — - _ _ �� g w \ \ \�• \\\ 87 LF 12" RCP I I
i SVS \ x — — — — — _ � CONSTRUCTION \\\ I \
sve
SANITARY MA HOLE CONC. �— S b� ' ' S$ _ ENTRANCE \ \ \ \ I \
FRAME: 22157, � �b� / � / /— — — � / / / 55 `y — oQ \�' � \ 0
S ve F /`s `
GRATE INLET / j / / / /
\ S� FRAME22£3.0Eb� "PVC:20\LE6\
\\ V\
INV.: 230.36
IE 12" RCP: 22595 I
BOTTOM: 226.00
/ 50' ROAD R/W
SANITARY MANHOLE
FRAME. 234.20 \ VA I
LE.: 223E35
SANITARY MANHOLE I I I I
\ FRAME: 22856 I I I I I I \\ VA� \ \ \\V/ SURVEA CONTROL POINT
�q \I \ / / / E: 221 BE I I I \ I \\ \\\ \ \\ \\ I REBAR �ITH CAP
N: 384,351 53
E: 1,866,6\56 12
/ / C-3 DIRECTION OF 6" PVC I \ \ \
\ \\ \\ I ELEV : 23105
PERMANENT UTILITY
I GR TE INLET U / '^jI � \ / / / / / I I I I I EASEMENT NUMBER I
FRAME: 228.63 \ \ \\ \
I.E. 12 RCP(N): 225.68 (PB.2, PG. 202)
/ I.E. I8" RCPINE): 225.90
g I 15' RCP(E): 225.95 V A \ I
/ LE. �24" ZCP: 225.60
/ I BOT OM: 225.33
�D I GRATE INL�E51
I I BUILDING E. 12" RCP: 225. 5 l / C
LE. 12" RCP: 225.9
I FINISH FLOOR BOTTOM: 225 98 / PERMANENT UTILITY
/ ELEV : 271 7' I I / /
� � END 16" RCP �ASEMENT NUMBER I
/ LE.: 226.49 /(PB.12, PG. 202) / I / / / / / V A� SANITARY
FRAME:MANHOLE
3300
LE.: 22, A
GRAPHIC SCALE \ \ \ \
// / / / / / / — ` / 40 I 0 20 40 \ \ \ 80 \ \\\ \\ 160 \
I
SANITARY MANHOLE
/\ FRAME: 22H.O2 I
I.E.: 220.85 / / / / /
I I MOUND
D, T
ro N N Lt \
3m � Co 23 � `�, � � \ � IN FEET
HOODED INLET
FRAME: 229.40 I I I I I �/ Lam/ 1 inch = 40 ft. I\ I A
THROAT: 228.95
I.E. 15" RCPISE): 226.35
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JOB NO:
J- 28853.0000
DATE:
6/15/22
DRAWN:
NH
DESIGNED:
NH
REVIEWED:
WBS
APPROVED:
WBS
SCALE:
I" = 40'
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