NCC214632_Site Plan or Location Map_20210816

LAMY D. 8W K AND HFE,
VIM A. BOOTH
2115 ENTERPRISE RD
PARCEL: 14500
PIN: 1855144342
D.B. 5580, PG. 81 �
P.B. 54, PG. 8l
BLOCK C, LOTS 4-�
ZONING: LI
USE: OFFICE
BLOCK "G" I BLOCK "G"
O O
PB 34 PG 81 I PB 34 PG 87
COORDINATE WITH VERIZON
TO RELOCATE UNDERGROUND
FIBER IN ORDER TO -
INSTALL STORM PIPE I
COORDINATE WITH THE OWNER
AT 2118 ENTERPRISE ROAD
TO TEMPORARILY DISRUPT THE w�
WATER SERVICE IN ORDER TO LL
INSTALL STORM PIPE CL
EX. GI
TOP= 829.65
INV. OUT= 826.35
III 015TURBED LIMITS
STEPS _ SAWC.UT 4 REPLACE
LANDSCAPING'++++++ EXISTING CONCRETE
z - SIGN+ J' DRIVE AS NECESSARI
_
+a.+U+.+. '�+24" RCP �NGRE�-
O , v
CONTROL LOG w w h 8" GIP WATER w
1606 SM. 4501 { �� DISTURBED LIMITS
Ss I 55
8" VGP SEWER \ SAWGUT 4 REPLACE
\ \ \ EXISTING CONCRETE
\ SIDEWALK AS NECESSARY \
\ \ om OHW f OHWH
L MAINTAIN EX. WATER SERVICE
TO 2118 ENTERPRISE RD
STANDARD RETAINING WALL NOTES:
1. PROPOSED RETAINING WALLS ARE FOR ILLUSTRATION PURPOSES ONLY
DEPICTING CHANGE IN GRADE REQUIREMENTS. CPT ENGINEERING AND
SURVEYING, INC. IS NOT RESPONSIBLE FOR RETAINING WALL DESIGNS.
REFER TO PLANS BY MODULUS, PLLC FOR RETAINING WALL DETAILS.
2. ALL RETAINING WALLS GREATER THAN 4' REQUIRE A BUILDING PERMIT
FROM THE CITY OF GREENSBORO BUILDING INSPECTIONS DEPARTMENT.
3. NO STRUCTURE OR ITS AREA OF INFLUENCE IS ALLOWED WITHIN WATER
OR SEWER EASEMENTS TO THE BOTTOM OF THE APPLICABLE UTILITY.
4. ALL WALLS SHALL HAVE FALL PROTECTION BY A 4' HIGH SAFETY FENCE.
PAVEMENT CUT NOTE:
CONTRACTOR MUST OBTAIN PAVEMENT CUT PERMIT
FROM THE CITY OF GREENSBORO - ENGINEERING
DIVISION. PLEASE CALL [phone]
ALSO, ALL PAVEMENT CUTS AND REPAIRS SHALL
BE PER CITY OF GREENSBORO STANDARD # 107 REV. 03-18
OR STD. # 423 REV. 03-18. REFER TO CITY OF GREENSBORO
UTILITY PAVEMENT CUT POLICY -
EX.55MH
s TOP= 844h7
INV. IN= 838.G7
w INV. OUT= 838.87
I
III
III N III �
N �
WWY PROPERTY MANA6EMM, LLG N
1611 [NE5TOVER TER Ex. SDMH
PARCEL: IG411 EXISTING TOP= 844.41
PIN: 1855842158 ASPHALT INV. IN= 840.86
D B �I15 P6 5ll INV. OUT= 84083
ZONING: CD-G-M
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TEMP. SILT FENCE
STONE OU
�
USE: RETAIL
EXISTING
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- DISTURBED LIMITS
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Know what's below.
Call before you dig.
LARRY D. BOOTH, AND HFE,
VW A. BOOTH
1408 LENDEW ST
PARGEL:19420
PIN: 1855�48588
D.B. 5550, PG. 81l
P.B. 88, PG. 141
LOT I
ZONING: LI
USE: OFFICE
BLOCK "G"
O
PR AA Pr, 141
12 RGP
F_
TEMP. STONE/ ARE 10 SAN. SEWER EASEMENT
/ INLET PROTECT! )IN
EXIT ELEG. FROM fL
ADS ® :e
'• [COG STD. 431] MEGH I p . • �\ ` OF 5.4.ILINE
N
I I
/ n EXISTING GANOPY
/ IMTERM
-� --- (D u L i J.L 1
N
8" `= � -� \' °
XJ I 115, DS #2 " ' -211b ENTERPRISE RD �,FITPAGK, LLG � : 1601 GF WESTOVER TERLOT 3 x I .a SI.E VFSTOVE� LL�i Il III Iy
Ob62 AcA I l 2114 ENTERPRISE ROAD F ® 1 ' SPRo cW11o�N LOT IA I I
PARCEL: 1<1501 I x TELE/ RESIDENCE INN RISER [GO6 5ro. 43q om &•t X
PIN: 185584133� F
_ Q �j j� AD5 #2 PARCEL: 14502 s U
D.B. �652, PG. IG21 d- I j� 6. DATA II ^ 117 GUEST ROOMS EXIT I PIN: 1855844612 I I U I- III s� III V
E30
III i FI 1 \ \ JI f"•. 4'.�, .�o:..I II II /I §P.B. IG5, P6.144 7 STORIES EXISTING • n
ZONING: 4 ASPHALT - , rn P
USE:MERGIAL ZONIN6G-MBLDG HT: 73'-6" � U vII �I
I IIIIIIIIIIII
W
X% USE: COMMERCIAL
y
FFE: 843.50 X
Im
EXISTING
x GANOPY33'" X 7'"
W U
ci_o VPOOL I 0 I I I I /n
LAI Dpi
wO
II III I
Z TEMP. STONE/ WIRE / U Ix
~ \.' ,• INLET PROTECTION
III IIIQ_ rrr '' - - •` [COG STD. 4311 CO ,<•... • • '/ • � I
N I \ EXIT 5 STONE OUTLET n �• +': d• �. „ EXISTING CANOPY A R • U EX. SEWER SERVICE
8¢ 64 [COG STD. 4301
:•� --- / - __ �j -�1 �- I III
EXISTING .\..• • . �• o :• :s . i - .CGJ
BRICK WALL m O o 0 0 0 10' PRIVATE WATER ESMT. - - III II
cn z 51LT FENCE FOR THE BENEFIT OF LOT IA III 11
TEMP. SILT FENCE
-
[GOG SM. 4301 C
(I601 CIF WESTOVER TERRACE) STONE OUTLET I
I . '
I
..� [COG 5ro. 430] � � \ � � I _ � DISTURBED LIMITS 1 II I
843 - I w I
` d) u SDMH #3 \ \ 12" HP STORM 1 22 7 ..' • : • • III II I
\ SDMH III III 111 T a t II
:. �;:e �l: •= • • III I
• � � - - - -� � \ - - i I I JI = - �':•�i I I� JI Ic � II I'•. � = ��� • I; • I�•:.:I 1 N III III
- s ,�.• . '`' I � Ic .EM
� LUW •�� 4 COMP
- ': �, •
.:,•. - •_:� EXISTING Q /ASPHALT
GOIm
o LOIAG ANOPY 28'F-F
Q I .1I601 AB WESTOVER TER M>BO GAT BMWRES, IIIIII IIIIIIIII II I �I' `� SOT Z CANOPY / III I10' R/W I
\ III II
I- /- \ m ON RAC OR TAG NG REA f PL-GL R/W I
/ (BURIED) 55 _ S o I Ob4l AG.: • `I BAY \ III I Sd III
PARCEL 218431
It I I 26.7' II
OWNER/ DEVELOPER:
BATTLEGROUND HOTEL PARTNERS, LLC
30081 BRITT
CHAPEL HILL, NC 27517
CONTACT: JOHN MICHAEL BELL, MANAGER
MOBILE: [phone]
EMAIL: [e-mail]
ENGINEER:
CPT ENGINEERING & SURVEYING, INC.
4400 TYNING STREET
HIGH POINT, NC 27265
CONTACT: STEVEN T. WEBB, P.E.
PHONE: [phone] EXT. 310
EMAIL: [e-mail]
REV15ION5
✓� 6/25/21 - ADD VERIZON FIBER
LOCATION ALONG ENTERPRISE RD
PER THE 5UB5URFAGE HORIZONTAL
DE516HATIOM BY TAYLOR WISEMAN 4
TAYLOR
SITE
l�
2
VALLEY RD �So
rn
7
W. WENDOVER AVE
VICINITY MAP
Not to 56a1e
LEGEND
EIP O .....
EX.I5TIN6 IRON PIN
DB .....
DEED BOOK
NIP O .....
NEW IRON PIN
PB .....
PLAT BOOK
GP O .....COMPUTED
POINT
C .....GENTERLINE
IGV D4
IRRIGATION CONTROL VALVE
IT • •
.. • PROPERTY LINE
D4 .....
WATER VALVE
R/V1 .....
RI6HT-OF-WAY
WM .....
WATER METER
C86 .....
CURB AND 60TTER
BFP .....
BAGKFLOW PREVENTER
RGP .....
REINFORCED GONG PIPE
For. .....
FIRE DEPT. CONNEGTIOR
EM .....
ELEGTRIG METER
Q
.....
FIRE HYDRANT
.....
POWER POLE
- w w - .....
WATER LINE
J .....
LAMP POST
.....
SANITARY SEWER LINE
.....
GUY WIRE
O .....
SANITARY SEWER MANHOLE
-Om- .....
OVERHEAD WIRE
GO o .....
SANITARY GLEAROUT
G .....
UNDERGROUND ELEGTRIG
.....
STORM DRAIN PIPE
®
ELEGTRIG BOX
.....CU28
INLET
191
TRANSFORMER
® .....
CATCH BASIN
U6G .....
UNDERGROUND GABLE/ FIBER
O .....
STORM DRAIN MANHOLE
FO •
FIBER OPTIC, MARKER
6 .....NATURAL
GA5 LINE
T❑
TELEPHONE PEDESTAL
- T - T - .....
GOMNURIGATION/ GATV LINE
® .....
TELEPHONE MANHOLE
..GA5 VALVE
.....
SINGLE POST SIGN
.....
GA5 METER
/ .....
100 YEAR FLOOD ELEVATION
REMOVE EXISTING ASPHALT - REPAVE ASPHALT I �� PIN: 1855845550 a I'L; GL
m I s'o I PARKING LOT WITH 3" NGDOT 59.5E (PLACED IN I WO I I.I uI D.B. ?649, P6. 916 s 5��' III
du�TEMP. SEDIMENT - ku" 1.5" LIFTS), 6" NGDOI GABG (TYPE OR TYPE 2) I P.B. 195, P6. 144BAYCONTROL' I PAVEMENFER OTHE T RECOMMENDATION) ENGINEER FOR FINAL I ZONING G-M
1 I \ I I I I' USE: COMMERCIAL �' i BAY
v ' I DISTURBED LIMIT5 \ TEMP. STONE/ WIRE TBNP. STONE/ WIRE j EX. 61 I I Iq' 1 III 4
_ II \ INLET PROTECTION TOP= 842.111 `ry I 0
- L - - INLET PROTECTION 5 �� +I I EX. 61 I o
GB d 15' DRAINAGE ESMT. " I \ �GO6 STD. 431] [C06 STD. 431] I \ I u _
INV. OUT= 840.11 v 12" R 11
EX. SSMH
TOP= 835.18
INV. IN= 824.92
CONTACT DUKE ENERGY
INV. OUT= 8 9.8E
[TRAVIS BROWN 33b-1O8-28441
TO RELOCATE EX. POWER POLE
AND GUY WIRE
1.
BLOCK "A"
BLOCK "A"
II
to
8- PB 34 P6 81
PB 34 P6 81
_ IS RGP 65 #2 .2" RGP :. GB \ j \ �: '�'� ,_ i I Ck n
\ III \ \ � L J �I •; •�•• � \� N_
A \ ' • 0' STREET YARD \ FLUME WITH - - _ - EX. GI I 04m
METAL COVER / RPZ
j
S pa• _ - _ejW
(SPILLS ONTO CURB) I
•% ' - •• � • v .. d '-• RFO•�.F-. �' - - - - - - - - - . t f4r� � __ t - •� � � _ _. �� t . - • • .. a i��i // \\\ / �� I U/ �U
=M - - `fib J. ..• L5i51DEWALK``
\\ �/
,/ _ --yam .
G - - -------- - - -7- _•. __ _______�---=�'�1 EX. GI EROSION CONTROL SYMBOLS LEGEND
w w w ry- w w w W w- w W W w w �� I N TOP= 842.59
j [C06 SET FEN1 :D - TEMP. SILT FENGE -DISTURBED LIMITS 8" GIP WATER " w w w w w w �a w w
INV. OUT= 839.84 8" VGP SEWER / [GOi6 STD. 430] - � [COG STD 4301 � � _ � - -843 - ' � \ b--.-�-�--�� ..TEMP. SILT FENCE
ss ss ss ss ss ' f 3' GRASS STRIP \ J TEMP. SILT FENCE W/ STONE OUTLET
\ TEMP. SEDIMENT ss ss ` ss L 5 5s 5s Ss Ss 5s ss ss ss ss rt ss s
I CONTROL Lob \ \ \ o 84 GUT RB'AIR 8" VGP SEWERS OPEN GIST 4 REPAIR S EX. SSMH J EOP=X. DMH
842.75 TEMP. STONE/ WIRE INLET PROTECTION
\ O PAVEMENT PER COG STD. #101 6 / 8 - - -
\ [G06 SM q�,pI \ \ ` 4/ PAVEMENT PER C06 STD. Ig01 �a 42 - ` TOP= 842.51 - - -843 - - - I
- \ - - - \ CONTACT UTILITY COORDINATION AT CONTACT UTILITY COORDINATION AT O`" INV. OUT= 836.15 IS" RGP INV. IN= 834.40 (N)
..BAFFLES
- INV. IN= 834.55 (NE) .. TEMP. DIVERSION
- [phone] FOR PERMIT � _ _ _ _ � D � INV. IN= 834.75 (NV�
OAW o - oHw pl.wN - - � T � q {yy = = OHyy = = p,w y - � f336) 313-2424 FOR PERMIT = _ �� _ ,
- -[6 HW OHW OM OM OHW OHW �H\W Om OI•IW
INV. OUT= 839.30 I ...DISTURBED LIMITS
z EX. SSMH -� TOP= 840.11 ,� 15� �� //n EX. SDMH BORROW AND/OR WASTE AREAS
L - J
\ - INV. IN= 83433 TOP= 842.38
Y INV. OUT= 834.23 50' WIDTH PUBLIC RIGHT-OF-WAY I I INV. IN= 839.25 (N)y �\ IF THE SAME PERSON CONDUCTS THE LAND -DISTURBING ACTIVITY AND ANY RELATED BORROW OR
W H�.TAi LOCAL STREET I II INV. IN= 839.48 (5) WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE
N rn INV. OUT= 83908 I LAND -DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY ISREGULATED UNDERTHE
Q 2105 ENTERPRI5E RD m III III III MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE
EX. SSMH LAN
PARCEL: IG483 A III D-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED
N I PIN: 1855844231 TOP= 842.25 II I
W BLOCK "A" D.B. 5110, P6. 213� ANZ H0113, ING III INV. IN= 836.41 BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND -DISTURBING ACTIVITIES AND
INV. OUT= 836.43 MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROLACT AS A ONE -USE
BLOCK "A" BLOCK "A" Z_ BLOCK "A" BLOCK "A" P.B. 34, P6. 3� BLOCK "A„ 1511 WESTOVER TER III II
LLI N O 482 BORROW SITE OR THROUGH THE MINING ACT.
BLOCK A, LOTS 2-4 H PART 5 PARCEL: IGBLOGK "A„ „ III I
O O qa BLOC "A" ZONIN6: C-M 2 PIN: �b55846345 MAINTENANCE SCHEDULE:
Q (D PB 3O P4 PG 87 USE: OFFICE O D.B. 1G35, P6. 2282
PB 34 P6 8l
PB 34 P6 87 PB 34 P6 81� W r MOSS H CONE 5 PB 34 P6 87 P.B. 34, P6. 81 O 1.) ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND
BLOCK "A" PB 34 PG IllW nl �AL H�.�PITAL 81 ZONINGRD PB 34 P6 BLOCG-M K A, LOT I PB 34 PG 81 OPERATION FOLLOWING EVERY STORM EVENT, BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
M
E ENTERPRISE
: REPAIRS OR CLEANING NECESSARY TO MAINTAIN EROSION AND SEDIMENT CONTROL PRACTICES
v 3 USE: COMMERCIAL SHALL BE COMPLETED IMMEDIATELY.
W (L PARCEL: IG484
Uj PIN: 1855843240
`n D.B. 5110, P6. 2131
PB 34 PG 81 2.) ALL SEEDED AREAS SHALL BE REFERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
-
Lfl z P.B. 34, P6. 8l ACCORDING TO THE SEEDING SCHEDULE.
BLOCK AQ , LOTS 6-� t PART 5 t 8
ZONING: C-M 3.) WATER AS NEEDED AND MOW TO 3/4" TO V HEIGHT. TOPDRESS WITH 40 LB/ACRE NITROGEN IN
USE: OFFICE APR., 50 LB. IN MAY, 50 LB IN JUNE, 30 LB IN JULY, AND 25-50 LB IN AUG.
GENERAL NOTES:
1. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE NOTED.
2. SITE IS SUBJECT TO ALL EASEMENTS, R/W AND AGREEMENTS OF RECORD.
3. THIS MAP IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY A FULLAND ACCURATE
TITLE SEARCH.
4. ALL BUILDINGS, AND SURFACE AND SUBSURFACE IMPROVEMENTS ON AND ADJACENT TO
THE SITE ARE NOT SHOWN HEREON.
5. NO ATTEMPT HAS BEEN MADE AS PART OF THE BOUNDARY SURVEY TO OBTAIN OR SHOW
DATA CONCERNING EXISTENCE, SIZE, DEPTH, CONDITION, CAPACITY, OR LOCATION OF ANY
UTILITY OR MUNICIPAL/ PUBLIC SERVICE FACILITY. FOR INFORMATION REGARDING THESE
UTILITIES OR FACILITIES, PLEASE CONTACT THE APPROPRIATE AGENCIES-
6- THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE
GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS
OF UNDERGROUND UTILITIES/ STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON.
ADDITIONAL BURIED UTILITIES/ STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS
WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/
STRUCTURES.
7. SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF
RECORD, ENCUMBERANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR
ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE.
8. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR CONSIDERED
AS A PART OF THIS SURVEY. NO STATEMENT IS MADE CONCERNING THE EXISTENCE OF
UNDERGROUND OR OVERHEAD CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR
DEVELOPMENT OF THIS TRACT.
FLOOD NOTE:
THE SUBJECT PROPERTY IS IN AREAS DETERMINED TO BE OUTSIDE THE 02 %ANNUAL
CHANCE FLOODPLAIN (ZONE X) AS SHOWN ON THE LATEST FLOOD INSURANCE RATE MAP,
PANEL 7855, MAP NUMBER 3710785500J, PANEL EFFECTIVE DATE JUNE 18, 2007.
SELF -INSPECTION PROVISIONS FOR EROSION CONTROL:
THE PERMITTEE SHALL MAKE PROVISIONS FOR MONITORING AND SELF INSPECTION
REQUIREMENTS OF THE NPDES NCGO100000 PERMIT. SELF -INSPECTION REQUIREMENTS ARE
REQUIRED UNTIL THE SITE IS STABLE AND THE GRADING PERMIT IS CLOSED.
LATITUDE- 36.0952 LONGITUDE:-79.8181
RIVER BASIN- CAPE FEAR
TOTAL SITE AREA- 1.549 Ac.
TOTAL DISTURBED AREA- 1.88 Ac.
UTILITY INFORMATION:
1. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND STRUCTURES
AND RECORD DRAWINGS PROVIDED TO THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES/ STRUCTURES
MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/ STRUCTURES MAY BE
ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED
UTILITIES/ STRUCTURES.
2. THE LOCATION AND/OR EXISTENCE OF UTILITY SERVICE LINES TO THE PROPERTY SURVEYED ARE UNKNOWN
AND ARE NOT SHOWN.
3. CPT ENGINEERING & SURVEYING, INC. (CPT) MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN
COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. CPT FURTHER DOES NOT
WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION AS INDICATED. CPT HAS
PHYSCIALLY LOCATED ONLY THOSE UNDERGROUND UTILITIES WHICH ARE VISIBLY APPARENT FROM OBSERVED
EVIDENCE OF ABOVE GROUND APPURTENACES.
CONSTRUCTION SEQUENCE:
1. CONTRACTOR SHALL ENSURE THAT ALL APPLICABLE PERMITS AND APPROVALS HAVE BEEN OBTAINED PRIOR TO PROCEEDING WITH WORK ASSOCIATED WITH
THESE DOCUMENTS.
2. FILE NOTICE OF INTENT AND OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCG01 PERMIT FROM THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY.
3. SCHEDULE A PRE -CONSTRUCTION CONFERENCE WITH OWNER, ALL CONTRACTORS FOR LAND DISTURBANCE AND/OR EROSION CONTROL, AND EROSION
CONTROL AUTHORITY PERSONNEL TO DISCUSS THE EROSION CONTROL PLAN.
4. FLAG THE NEW CONSTRUCTION LIMITS AS INDICATED ON THE PLAN, DO NOT EXCEED PROPERTY BOUNDARIES WITHOUT WRITTEN APPROVAL OF ADJACENT
PROPERTY OWNERS. FLAG THE CLEARING LIMITS AND VERIFY WITH THE OWNER PRIOR TO CLEARING.
5. THE SITE CONSISTS OF AN EXISTING PAVED PARKING LOT WITH TWO EXISTING DRIVEWAYS. THE EASTERN MOST DRIVEWAY WILL REMAIN AT ITS CURRENT
LOCATION. THE WESTERN MOST DRIVEWAY WILL BE RELOCATED APPROXIMATELY 88 FEET TO THE WEST TO THE PROPERTY LINE/ CROSS ACCESS EASEMENT. THE
EXISTING WESTERN MOST DRIVEWAY SHALL REMAIN IN PLACE AND BE UTILIZED AS A TEMPORARY CONSTRUCTION ENTRANCE [COG STD. 4361 FOR THE DURATION
OF CONSTRUCTION. THE NEW WESTERN MOST DRIVEWAY SHALL BE INSTALLED AS SOON AS POSSIBLE FOR ANEW SHARED ACCESS WITH 2116 ENTERPRISE ROAD.
SELF INSPECTION (INTIAL: DATE: )
6. INSTALL TEMPORARY SILT FENCE [COG STD. 4301- INSTALL TEMPORARY STONE OUTLETS IN LOW AREAS OF SILT FENCE.
SELF INSPECTION (INTIAL: DATE: )
7. REFER TO THE EXISTING CONDITIONS/ DEMOLITION PLAN FOR REMOVAL/ RELOCATION OF EXISTING UTILITIES, REMOVAL OF EXISTING CONCRETE, REMOVAL OF
EXISTING CURB, REMOVAL OF EXISTING ASPHALT, AND REPAVING PARKING LOT.
8. INSTALL THE OFF -SITE STORM DRAINAGE AND STRUCTURES FROM THE EXISTING CURB INLET AT ENTERPRISE ROAD UP TO THE SITE TO CB #2. INSTALL
TEMPORARY STONE/ WIRE INLET PROTECTION [COG STD. 4311 AT CB #2. OFF -SITE DISTURBED AREAS SHALL BE RESTABLIZED AS SOON AS THE OFF -SITE STORM
DRAINAGE IS INSTALLED. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERS AT 2116 & 2118 ENTERPRISE ROAD. MAINTAIN EXISTING UTILITY SERVICES TO
2116 & 2118 ENTERPRISE ROAD, REPAIR & REPLACE ANY DAMAGED UTILITY SERVICE AS NECESSARY. SAWCUT & REPLACE EXISTING CONCRETE DRIVEWAY APRON &
SIDEWALK AT 2118 ENTERPRISE ROAD.
SELF INSPECTION (INTIAL: DATE: )
9. INSTALL CURB & GUTTER AND NEW SHARED DRIVEWAY AT 2116 ENTERPRISE ROAD.
SELF INSPECTION (INTIAL: DATE: )
10. INSTALL THE REMAINING STORM DRAINAGE AND STRUCTURES ON -SITE. INSTALL TEMPORARY STONE/ WIRE INLET PROTECTION [COG STD. 4311 AS INDICATED.
THE SEWER SERVICE FROM THE EX. SSMH TO SSMH #1 WILL NEED TO BE INSTALLED PRIOR TO EXTENDING THE STORM TO CB #1.
SELF INSPECTION (INTIAL: DATE: )
11. RETAINING WALL SHALL BE INSTALLED AS SOON AS GRADING OPERATIONS DICTATE. REFER TO RETAINING WALL PLANS BY OTHERS FOR DETAILS.
12. CONTRACTOR SHALL ENSURE THAT EROSION CONTROL DEVICES ARE FUNCTIONING AND MAINTAINED DURING CONSTRUCTION. CONTRACTOR MAY BE
REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL MEASURES AS DEEMED NECESSARY BY THE EROSION CONTROL INSPECTOR.
13. EROSION CONTROL MEASURES SHALL BE INSPECTED BY THE EROSION CONTROL INSPECTOR ONCE INSTALLED BUT PRIOR TO DESTABILIZING THE SITE.
CONSTRUCTION SEQUENCE (CONT'D.
13. THE PERMITTEE SHALL COMPLY WITH INSPECTION, MONITORING AND CONTROLS SPECIFIED FOR STORMWATER DISCHARGES ONCE DISTURBANCE HAS BEGUN
ON THE SITE AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF A PERMANENT GROUND COVER.
14. DURING CONSTRUCTION AND UNTIL COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND THE ESTABLISHMENT OF PERMANENT GROUND COVER THE
PERMITTEE SHALL PROVIDE THE OPERATION AND MAINTENANCE NECESSARY TO OPERATE THE STORMWATER CONTROL MEASURES AND ALL EROSION AND
SEDIMENTATION CONTROL MEASURES AT OPTIMUM EFFICIENCY.
15. GROUNDCOVER WILL BE REQUIRED ON ALL DENUDED AREAS OTHER THAN PERIMETER BERMS, SWALES, DITCHES AND SLOPES STEEPER THAN 3H:1 V WITHIN
FOURTEEN (14) DAYS) OR COMPLETION OF ANY PHASE OF GRADING. RECORD DATE(S) OF PROVIDING GROUNDCOVER.
SELF INSPECTION (INTIAL: DATE: )
16. PROVIDE GROUND COVER ON ALL PERIMETER BERMS, SWALES, DITCHES AND SLOPES STEEPER THAN 3H:1V WITHIN SEVEN (7) DAYS. ANY SLOPE INDICATED
STEEPER THAN 3H:1 V SHALL BE COVERED WITH EXCELSIOR MATTING TO PREVENT EROSION AFTER SEEDING.
SELF INSPECTION (INTIAL: DATE: )
17. ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL THE SITE IS PROPERLY STABILIZED WITH SUFFICIENT GROUND COVER. GROUND COVER MUST
BE MAINTAINED TO A DEGREE THAT PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES.
18. CALL FOR AN INSPECTION PRIOR TO REMOVING ANY EROSION CONTROL DEVICES. REMOVAL OF EROSION CONTROL DEVICES SHALL OCCUR ONLY UPON
RECEIPT OF APPROVAL FROM THE EROSION CONTROL INSPECTOR. ANY MODIFICATIONS TO THE APPROVED PLANS MUST BE PRE -APPROVED AND DOCUMENTED ON
THE SELF -INSPECTION FORMS.
19. ONCE AN INSPECTION FOR SUFFICIENT GROUND COVER AND THE SITE'S COVER IS APPROVED, THE SEDIMENT THAT HAS BEEN COLLECTED FROM THE EROSION
CONTROL DEVICES MAYBE REMOVED AND GRADE THE AREA(S) WHERE THE MEASURES WERE INSTALLED TO FINAL ELEVATIONS AND STABILIZE. DRAINAGE
STRUCTURES AND PIPE MAY BE REQUIRED TO BE VACUUMED TO REMOVE ANY ACCUMULATED SEDIMENT.
20. REMOVE ANY ACCUMULATED SEDIMENT IN THE DRAINAGE STRUCTURES AND PIPE.
21. THE PERMITTEE SHALL ENSURE THAT THE GENERAL CONTRACTOR/ GRADING CONTRACTOR PREVENT SEDIMENTATION FROM LEAVING THE SITE BY THE
CONSTRUCTION TRAFFIC. IN ADDITION, THE GENERAL CONTRACTOR/ GRADING CONTRACTOR SHALL HAVE ON SITE THE MEANS TO REMOVE ANY SEDIMENT
TRACKED ONTO THE STREET. IF CONDITIONS REQUIRE, EQUIPMENT MUST BE ON SITE TO WASH TIRES OF VEHICLES PRIOR TO ENTERING THE STREET.
22. SCHEDULE FINAL INSPECTION TO CLOSE THE GRADING PERMIT.
23. FILE NOTICE OF TERMINATION WITH THE NC DEPARTMENT OF ENVIRONMENTAL QUALITY TO CLOSE THE NPDES NCG01 PERMIT.
SOIL TYPES: GRAPHIC SCALE
Ur - URBAN LAND
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
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SITE ADDRESS:
2114 ENTERPRISE ROAD
6REEN5BOR0, NG
SCALE: I" - 30,11111
DATE: 5/3/2021
PROJECT: 1636-19
120
DRAWN BY: 5TW
SHEET 0-1