SW7111106_APPROVED PLANS_20201203

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
I APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z20
YYYYMMDD

COVER SHEET FOR AMENDED FINAL PLAT OF
PARKWAY SOUTH AT TANGLEWOOD -PHASE 2A
CITY OF ELIZABETH CITY PASQUOTANK COUNTY NORTH CAROLINA
SITE DATA:
1. OWNER - LOT 9:
TW ELIZABETH CITY REAL ESTATE LLC
124 E. THOMPSON STREET
THOMASTON, GA 30286
OWNER - LOT 10 & RESIDUAL PARCEL:
TANGLEWOOD CROSSING, LLC
1108 TIDEWATER DRIVE
NORFOLK, VA 23504
[phone]
2. LOT 9 PARCEL NUMBER: 7993 760366; TAX MAP: P56-37
LOT 10 PARCEL NUMBER: 7993 763318; TAX MAP: P66-38
RESIDUAL PARCEL NUMBER: 7993 658737; TAX MAP: P56-3A
3. PHASE 2A & 2B - ZONED GB C( ITY - GENERAL BUSINESS)
FUTURE DEVELOPMENT - ZONED C-1 (COUNTY - COMMERCIAL)
THIS PROJECT IS IN THE HALSTEAD BOULEVARD EXTENSION
OVERLAY DISTRICT.
4. TOTAL NUMBER OF LOTS FOR AMENDED PHASE 2A: 3 LOTS
LOT 9A AREA: 1.24 ACRES
LOT 9B AREA: 0.81 ACRES
LOT 10 AREA: 1.58 ACRES
PH. 2A RIGHT OF WAY: 0.49 ACRES
FUTURE PHASE 2B: 16.61 ACRES
FUTURE DEVELOPMENT: 28.47 ACRES
TOTAL AREA: 49.20 ACRES
LINEAR FOOTAGE OF PROPOSED STREETS IN PHASE 2A:
PATRICK WAY 383 LF
TOTAL 383 LF
5. THE MAINTENANCE OF THE DRAINAGE FACILITIES AND DETENTION
POND IS THE RESPONSIBILITY OF THE PROPERTY OWNERS
ASSOCIATION (PDA).
6. A 20' ELIZABETH CITY UTILITY EASEMENT FOR ELECTRIC, GAS,
TELEPHONE, AND CABLE IS HEREBY DEDICATED ALONG ALL
STREET FRONTAGES.
7. THIS SITE IS LOCATED IN FLOOD ZONE "X"
ACCORDING TO FEMA FLOOD MAP 3720798200K,
DATED DECEMBER 21, 2018.
FLOOD ZONES ARE SCALED FROM F.I.R.M.
FLOOD ZONES ARE SUBJECT TO CHANGE BY FEMA.
8. RECORDED REFERENCE: M.B. 55, PG. 33 & 34; M.B. 48, PG. 6;
D.B. 1017, PG. 808
9. THIS SITE HAS NO WETLANDS AT TIME OF SURVEY.
10. 1/2" RE -BAR SET ON ALL LOT CORNERS UNLESS OTHERWISE
NOTED.
11. MAXIMUM BUILT UPON AREA AS PER NCDENR PERMIT # SW71111 D6
IS SHOWN BELOW. THIS ALLOTTED AMOUNT INCLUDES ANY BUILT
UPON AREA CONSTRUCTED WITHIN THE LOTS PROPERTY LINES
AND THE PORTION OF THE RIGHT-OF-WAY BETWEEN THE FRONT
PROPERTY LINES AND THE BACK OF CURB.
LOT 9A = 38,780 SF
LOT 98 = 23,956 SF
LOT 10 = 48,746 SF
12. DISTANCES SHOWN ARE HORIZONTAL GROUND.
13. AREAS SHOWN WERE CALCULATED BY COORDINATE METHOD.
14. HORIZONTAL DATUM IS NAVD 88.
HALSTEAD 80ULEVAR
D EXTENDED
PLAT BOUNDARY
VICINITY MAP
(NOT TO SCALE)
CERTIFIFICATE OF PURPOSE OF PLAT
I, JASON A. MIZELLE, PLS L-4917, CERTIFY THAT THE SURVEY CREATES A
SUBDIVISION OF LAND WITHIN THE AREA OF A COUNTY OR MUNICIPALITY
THAT HAS AN ORDINANCE THAT REGULATES PARCELS OF LAND;
CERTIFICATE OF SURVEY AND ACCURACY
I, JASON A. MIZELLE, PLS, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
(DEED DESCRIPTION RECORDED IN DEED BOOK 1017. PAGE 808,); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN MAP BOOK 48, PAGE 6; THAT THE RATIO OF
PRECISION AS CALCULATED IS 1:10,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH BOARD RULES. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL THIS XXTH DAY OF FEBRUARY, A.D., 2020.
JASON A MIZELLE, PLSL4917
all
M
PHASE2B
0
FUTURE DEVELOPMENT
M.B. 48, PG. 6
0000
0100
NORTH CAROLINA PASQUOTANK COUNTY
I, REVIEW OFFICER FOR PASQUOTANK COUNTY,
CERTIFY THAT THE MAP OR PLAT TO WHICH THIS CERTIFICATION IS AFFIXED MEETS
ALL STATUTORY REQUIREMENTS FOR RECORDING.
REVIEW OFFICER DATE
CERTIFICATE OF FINAL APPROVAL
I HEREBY CERTIFY THAT STREETS, UTILITIES AND OTHER IMPROVEMENTS HAVE BEEN INSTALLED IN AN
ACCEPTABLE MANNER AND ACCORDING TO THE CITY SPECIFICATIONS IN THE SUBDIVISION DEPICTED
HEREON OR THAT PERFORMANCE BOND OR OTHER SUFFICIENT SURETY IN THE AMOUNT OF
N/A HAS BEEN POSTED WITH ELIZABETH CITY TO ASSURE COMPLETION OF REQUIRED
IMPROVEMENTS.
PLANNING DIRECTOR DATE
I HEREBY CERTIFY THAT THE SUBDIVISION DEPICTED HEREON HAS
BEEN GRANTED FINAL APPROVAL PURSUANT TO THE ELIZABETH CITY
UNIFIED DEVELOPMENT ORDINANCE SUBJECT TO ITS BEING
RECORDED IN THE OFFICE OF REGISTER OF DEEDS WITHIN SIXTY
DAYS OF THE DATE BELOW.
PLANNING DIREC-OR DATE
DIVISION OF HIG14WAYS DISTRICT ENGINEER CERTIFICATE
1 HEREBY CERTIFY THAT THE STREETS AS DEPICTED HEREON
AREIARE NOT CONSISTENT WITH THE REQUIREMENTS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
DISTRICT ENGINEER DATE
VICINITY MAP
(NOT TO SCALE)
CERTIFICATE OF OWNERSHIP AND DEDICATION
1 (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY DESCRIBED HEREON,
WHICH PROPERTY IS LOCATED WITHIN THE SUBDIVISION REGULATION JURISDICTION OF ELIZABETH
CITY, THAT I (WE) HEREBY FREELY ADOPT THIS PLAN OF SUBDIVISION AND DEDICATE TO PUBLIC USE
ALL AREA SHOWN ON THIS PLAT AS STREETS, ALLEYS, WALKS, PARKS, OPEN SPACE, AND EASEMENTS,
EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND THAT I (WE) WILL MAINTAIN ALL SUCH AREAS
UNTIL THE OFFER OF DEDICATION IS ACCEPTED BY THE APPROPRIATE PUBLIC AUTHORITY. ALL
PROPERTY SHOWN ON THIS PLAT AS DEDICATED FOR A PUBLIC USE SHALL BE DEEMED TO BE
DEDICATED FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER USE IS APPROVED
BY THE CITY COUNCIL OF THE CITY OF ELIZABETH CITY IN THE PUBLIC INTEREST.
DATE
DATE
NOTARY CERTIFICATE
1, 1 A NOTARY PUBLIC OF
NORTH CAROLINA, DO HEREBY CERTIFY THAT
COUNTY,
PERSONALLY APPEARED BEFORE ME THIS DATE AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING ON
BEHALF OF AND AS THE ACT OF TANGLEWOOD CROSSING, LLC.
WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 202&
MY COMMISSION
NOTARY CERTIFICATE
I, 1 A NOTARY PUBLIC OF
NORTH CAROLINA, DO HEREBY CERTIFY THAT
COUNTY,
PERSONALLY APPEARED BEFORE ME THIS DATE AND ACKNOWLEDGED THE DUE EXECUTION OF THE FOREGOING ON
BEHALF OF AND AS THE ACT OF TANGLEWOOD CROSSING, LLC.
WITNESS MY HAND AND OFFICIAL SEAL THIS DAY OF 2020.
MY COMMISSION
p PNpENV►RONMENTAL
NO D AN ONMOFEWATOERQUL� IT(
DRAINAGE AND UTILITY EASEMENTS SHALL REMAIN FREE OF
SUBSTANTIAL STRUCTURES AND THAT THE REPAIR TO ANY
STRUCTURE OR LANDSCAPING LOCATED IN THE EASEMENTS
FOLLOWING ACCESS TO THE FACILITIES BY THE CITY OR
UTILITY COMPANY SHALL BE AT THE EXPENSE OF THE
PROPERTY OWNER.
RECEIVED EOV 30 M
7i.

TANGLEWO 30 CONTROL MONUMENT 4
NC GRID NAD 83
N 936,346.4615 SFT
E2,795,486.49B9 sFT
--S83°3855"bV 1465_88'
TIE TO BENCHMARK _ -
tiLu
x = M
Jd�tj
yOQ.
zu
Qiy to
Y W,i�N
¢2�
4 Q
ti
ti
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9A
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54,263 SF
?
I 1.24 AC
J
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I 20'UTILITY&DRAINAGE
I--�� EASEMENT
O
I M. B. 55, PG. 33-34 N
ix
G
v
W
f0' NON -ACCESS BUFFER
p
M.B. 55, PG. 33-34
a
iL
HALSTEAD BOULEVARD EXTENDED - NC HWY 344
(R/W VARIES AS MONUMENTED)
N79°1928 E 444.00'
20 ' UTILITY & DRAINAGE T
EASEMENT J
MB. 55, PG. 33-34
98
#3870
35,357 SF
0.81 AC
PROPOSED f0'DR4IN4GE
EASEMENT CENTERED ON PIL
_ PROPOSED VARIABLE WIDTH
DRAINAGE EASEMENT
K C9
0
20'UTILITY&DR4INAGE S104032E_
N55°4032"W EASEMENT 76.73'
28.28' M.B. 55, PG. 33-34
C14
123.88'
PA TRICK WAY (PRIVATE 60' R/W)
?8 E 123.88'
L5
TANGLEWOOD CONTROL MONUMENT 3
-� NC GRID NAD 83
R` \Z N 936,716.2635 sFT
O \ N E 2,797,665.1499 sFT
mm �
3 \�
96,56'
Ll---------------
5' CAROLINA TELEPHONE
EASEMENT
D.B. 1071, PG. 290
10
PARKWAYSOUTH
ATTANGLEWOOD
PHASE 2A
M.B. 55, PG. 33 & 34
N
c�
Lu
M
a
o PROPOSED CROSS ACCESS, UTILITY,
y & DRAINAGE EASEMENT
FOR LOTS 9A & 9B
(SEE TABLE BELOW)
(SEE INSET AT RIGHT)
EXISTING CROSS
42 ACCESS EASEMENT
MKKD-B.
B. 55, PG. 33 & 34
f143, PG. 169
EE TABLE BELOW)
CJ v h1 C6
p/
N34°1928"E 20'UTILITY&DRAINAGE _
26.28' EASEMENT \
M.B. 55, PG. 33-34 1 `
EXISTING EASEMENT LINE TABLE
NEW EASEMENT LINE TABLE
LINE
BEARING
LENGTH
LINE
BEARING
LENGTH
L 1
N2°5123"E
68.54'
L4
N10 4032W
93.50'
L2
S87°0837E
48.32'
L5
N79°1828 E
70.00'
L3
S2°5123"W
69.00'
0
�M
0
v
2 S79°1928"W
• - - •
90.00,
PUMP STATION LOT b
M.B. 47, PG. 31,32 00'
2
FUTURE PHASE 2B
(16.61 AC)
M. B. 55, PG. 33 & 34
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
DELTA
CHORD BEARING
CHORD
CI
540.00'
192.96'
97.52'
20 2825'
N89°3340'E
191.93'
02
600.00'
359.26'
185.20'
34°1824'
N823841 E
353.92'
C3
720.00'
169.66'
85.24'
13*30'11"
N72'1432 E
169.29'
C4
780, 00'
184.17
92.52'
13°3142"
S72°15'18"W
183.74'
C5
1540. 00'
179.07'
90.36'
18°5958'
S74°5928"W
17825'
C6
540.00'
144.27'
72.57'
15°1826"
N87°5120"W
143.84'
C7
600.00'
58.30'
29.17'
5°3400'
N82°5907"W
58.27'
C8
600.00,
156. 10'
78.50'
14°5425'
S66 4640'W
155.66'
C9
675.00'
125.90'
63.13'
10°41'13'
N8527'42E
125.72'
C10
600.00'
42.91'
21.46'
4°0551°
N82°15'02"W
42.90'
C11
600. 00'
15.39'
7.69'
12809"
N85°02'02'W
15.39,
C12
600.00'
20.61'
10.30'
1'5804'
N86°45'09"W
20.61'
C13
600.00'
12.35'
6.1T
1°1045"
N88°1933"W
12.35'
C14
600.00,
38.52'
19.27'
34043'
S89°1443W
38.51'
C15
600.00'
84.63'
42.39'
8°0434"
S83 2135"W
84.56'
N79°1928'E 422. 10'
323.54'
`t
1 1
1 1
1 1
1 t DRAINAGE EASEMENT
1` 20.M B. 55, PG. 33-34
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JASON A. MIZELLE
P.L.S. L-4917
I F/=Fnln
- - - - - - -
- BENCHMARK
EXISTING IRON ROD (EIR) O
SET IRON ROD (SIR)
CALCULATED POINT
MAGNETIC NAIL 0
PROPERTYBOUNDARY
Io
PROPERTY EXTENSION - - - -
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PROPERTY TIES - - - - - - -
W
RIGHT-OF-WAY
M
FUTURE RIGHT-OF-WAY - - - - - -_
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PHASE LINE
o
COMMUNICATION EASEMENT --------------------------
I�
NONACCESS BUFFER - - - - - - - - - - - -
EXISTING UTILITY& DRAINAGE
EASEMENT
40' DRAINAGE EASEMENT
NEW DRAINAGE EASEMENT
M.B. 55, PG. 33-34
EXISTING CROSS ACCESS
EASEMENT
NEW CROSS ACCESS, UTILITY, &
DRAINAGE EASEMENT FOR
LOTS 9A & 9B
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ZONED: GB (ELIZABETH CITY) - - • 65..75' - + 40.00' 82.35'
S79°1928'W 740.35' ZONED: C-1(PAS000TANK COUNTY) S79°19'28W 188.10' ✓ �(
-� TANGLEWOOD CROSSING, LLC
FUTURE DEVELOPMENT (28.47AC)
D.B. 1017, PG. 808,M.B. 48, PG. 6 (SEE INSET AT LEFT)
ZONED: C-1 (COUNTY) t
REVISION NOTE:
1.) REVISED 9A - 9B LOT LINE 07-06-2020.
C ZZ
C�N�sl
RECEIVz3 NOV 3 01E20
SCALE 1 "=60'
0 60' 120'

FOR
TIDAL WAVE AUTOS A
3880 PATRICK WAY
ELIZABETH CITY
NORTH CAROLINA, 27909
eo4a4i
CIVIL
MARINE
ENVIRONMENTAL
(PIN# 7993760366)
AUGUST 1, 2016
REVISED DECEMBER 13, 2016
EMC PROJECT NO. 16=6038
DEVELOPER/RESPONSIBLE PARTY:
SHJ CONSTRUCTION GROUP
124 E THOMSON ST
THOMASTON, GA 30286
PHONE: [phone]
FAX: [phone]
# 4SHJ Constructi
Design -Build
EMC ENGINEERING SERVICESi INC.
ENVIRONMENTAL - MARINE - CIVIL= SURVEY
ALBANY, ATLANTA, AUGUSTA, BRUNSWICK, COLUMBUS, SAVANNAH (CORPORATE), STATESBORO AND VALDOSTA
ME=
ST."BUN PR
P T�
N
DEC 19 2016
UNIPN�T
VICINITY MAP
NOT TO SCALE
INDEX OF DRAWINGS
SHT DESCRIPTION
NO.
C-01 COVER
C-02 GENERAL NOTES & LEGEND
C-03 EXISTING CONDITION & DEMOLITION PLAN
C-04 SITE & STAKING PLAN
C-05 UTILITIES PLAN
C-06 PAVING, GRADING, & DRAINAGE PLAN
C-06.1 PROFILES
C-07 HYDROLOGY PLAN
U-N-1 CONSTRUCTION DETAILS
C-11 LANDSCAPE PLAN
EC-01 EROSION CONTROL COVER
EC-02 INITIAL EROSION & SEDIMENTATION CONTROL PLAN
EC-03 INTERMEDIATE EROSION & SEDIMENTATION CONTROL PLAN
EC-04 FINAL EROSION & SEDIMENTATION CONTROL PLAN
EC-05 EROSION & SEDIMENTATION CONTROL NOTES
EROSION & SEDIMENTATION CONTROL DETAILS
titttt wwerrr+ay
EMC ENGINEERING SERVICES, INC.
!sue`' 1344 U.S. HWY 19 SOUTH
LEESBURG, GEORGIA 31763
'= PHONE: [phone]
FAX: [phone]
[e-mail]
r'0010wwa
O

GENERAL NOTES:
1. IT IS THE INTENT OF THE OWNER TO CONSTRUCT A NEW CAR WASH LOCATION WITH THE REQUIRED UTILITIES AND PARKING
LOT ASSOCIATED WITH THE NEW CONSTRUCTION.
2. ALL CONSTRUCTION SHALL CONFORM TO THE ELIZABETH CITY AND/OR NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION STANDARD SPECIFICATIONS.
3. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND IN
HAND PRIOR TO THE COMMENCEMENT OF CONSTRUCTION.
4. THERE ARE NO KNOWN ZONING CONDITIONS FOR THIS PROPERTY.
5. THE DATA, TOGETHER WITH ALL OTHER INFORMATION SHOWN ON THESE PLANS, OR IN ANY WAY INDICATED THEREBY,
WHETHER BY DRAWINGS OR NOTES, OR IN ANY OTHER MANNER, ARE BASED UPON FIELD INVESTIGATIONS AND ARE
BELIEVED TO BE INDICATIVE OF ACTUAL CONDITIONS. HOWEVER, THE SAME ARE SHOWN AS INFORMATION ONLY, ARE NOT
GUARANTEED AND DO NOT BIND THE ENGINEER IN ANY WAY.
6. UNDERGROUND UTILITY INFORMATION SHOWN HEREON IS BASED ON GROUND MARKINGS BY OTHERS. NO CERTIFICATION IS
MADE AS TO THE ACCURACY OR COMPLETENESS OF THIS INFORMATION. VISIBLE EVIDENCE OF UTILITY STRUCTURES
OBSERVED DURING THE COURSE OF THE FIELD SURVEY IS SHOWN HEREON.
7. PRIOR TO INSTALLATION OF ANY UTILITY LINES, THE CONTRACTOR SHALL GIVE THE UTILITY COMPANIES THREE (3)
WORKING DAYS NOTICE TO ALLOW TIME FOR EXISTING UTILITIES TO BE STAKED. BEFORE CALLING (811) THE CONTRACTOR
SHALL HAVE THE FOLLOWING INFORMATION READY: COUNTY, TOWN, LOCATION, NEAREST STREET INTERSECTIONS, TYPE
OF WORK (SEWER, WATER, PAVING, ETC.) YOUR COMPANY NAME, TELEPHONE NUMBER, OWNER'S NAME, DATE AND TIME
YOU EXPECT TO COMMENCE CONSTRUCTION, AND WHERE AND HOW YOU CAN BE REACHED AND THE BEST TIME TO
CONTACT YOU. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER
SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED
CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES, AND THE CONTRACTOR SHALL
COOPERATE WITH THEM DURING RELOCATION OPERATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY
VARIANCES PRIOR TO COMMENCEMENT OF WORK OR PURCHASING ANY MATERIALS.
8. ALL KNOWN UTILITY FACILITIES ARE SHOWN SCHEMATICALLY ON THE PLANS AND ARE NOT NECESSARILY ACCURATE AS TO
PLAN OR ELEVATION. UTILITY FACILITIES SUCH AS SERVICE LINES OR UNKNOWN FACILITIES NOT SHOWN ON THE PLANS
WILL NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES, EXCEPT AS NOTED BELOW. THE CONTRACTOR WILL NOT
BE RESPONSIBLE FOR THE COST OF REPAIRS TO DAMAGED UTILITY FACILITIES OTHER THAN SERVICE LINES FROM STREET
MAINS TO PROPERTY WHEN SUCH ABUTTING FACILITIES ARE NOT SHOWN ON THE PLANS AND EXISTENCE IS UNKNOWN TO
THEIR THE CONTRACTOR PRIOR TO THE DAMAGES OCCURRING PROVIDING THE ENGINEER DETERMINES THE CONTRACTOR
HAS OTHERWISE FULLY COMPLIED WITH THE SPECIFICATIONS.
9. IT IS THE OBLIGATION OF THE CONTRACTOR TO MAKE HIS OWN INTERPRETATION OF ALL SURFACE AND SUBSURFACE DATA
THAT IS AVAILABLE AS TO THE NATURE AND EXTENT OF THE MATERIALS TO BE EXCAVATED AND WASTED, AND/OR GRADED
AND COMPACTED. THE INFORMATION SHOWN ON THESE PLANS AND SPECIFICATIONS DOES NOT IN ANY WAY GUARANTEE
THE AMOUNT OR NATURE OF THE MATERIAL WHICH MAY BE ENCOUNTERED.
10. FILL MATERIAL SHALL BE CLEAN AND FREE OF ALL DEBRIS AND ORGANIC MATERIAL.
11. ALL STORM PIPES SHALL BE HDPE UNLESS OTHERWISE SHOWN ON PLANS.
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND FURNISHING THE BORROW MATERIAL NECESSARY FOR THE
CONSTRUCTION OF THIS PROJECT.
13. ALL DISTURBED EARTH AREAS, NOT DESIGNATED TO BE PAVED, SHALL BE GRASSED WITH TEMPORARY SEEDING OR
PLANTED WITH PERMANENT VEGETATION
14. A BOUNDARY & TOPOGRAPHIC SURVEY WAS PERFORMED BY E.T. HYMAN SURVEYING, PC ON MAY 3, 2016.
15. THE TOTAL ACREAGE OF THE AREA OF THE PROJECT IS t2.06 ACRES.
THE TOTAL DISTURBED ACREAGE OF THE PROJECT IS: t2.0 ACRES.
16. THE PROJECT IS LOCATED ON THE CORNER OF S MOUNT EVEREST DRIVE AND PATRICK WAY IN PASQUOTANK COUNTY,
NORTH CAROLINA.
17. IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS ARE DISCOVERED, EITHER ON THE
CONSTRUCTION DOCUMENTS OR THE FIELD CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
AND SHALL NOT COMMENCE OPERATION UNTIL CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE RESOLVED.
18. ALL PROPOSED PAVEMENT ELEVATION SHOWN (EX. +312.57) ARE PROPOSED ASPHALT OR CONCRETE FINISH GRADE AND
NOT TOP OF CURB UNLESS OTHERWISE NOTED.
19. ALL STRIPING AND SIGNS SHALL BE IN CONFORMITY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR
STREETS AND HIGHWAYS, LATEST EDITION.
20. THERE ARE NO WETLANDS OR STATE WATERS WITHIN 200 FEET OF PROJECT SITE. THERE ARE NO IMPAIRED STREAM
SEGMENTS WITHIN ONE MILE OF THE PROJECT SITE.THE PROJECT RECEIVING WATER IS PASQUOTANK RIVER.
21. ACCORDING TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY PANEL NO. 3720798200J, DATED OCTOBER 5, 2004 SHOW
THIS PROPERTY IS NOT LOCATED IN A DESIGNATED FLOOD HAZARD AREA.
22. DEVELOPER: PROPERTY OWNER:
SHJ CONSTRUCTION GROUP TANGLEWOOD CROSSING DEVELOPMENT, LLC
124 E THOMSON ST 1108 TIDEWATER DR
THOMASTON, GA 30286 NORFOLK, VA 23504
PHONE: [phone]
FAX:[phone]
23. THE POINT OF CONTACT FOR CIVIL SITE WORK FOR THIS PROJECT IS:
CHRISTOPHER E. BRAZELL, P.E.
BRIAN BRAUN, P.E.
EMC ENGINEERING SERVICES INC.
3575 MACON ROAD, SUITE 15
COLUMBUS, GEORGIA 31907
[phone]
24. 24 HOUR CONTACT:
JOHN WELLS
(706)-975-1983
LEGEND
EXISTING
PROPOSED
CLEANOUT
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Go
•
SANITARY MANHOLE
QMH
GREASE TRAP
OGT
•GT
SANITARY SEWER LINE
ss-
SS -
STORM SEWER PIPE
ST
lmrmmmg:�
DRAINAGE MANHOLE
OD
FLARED END SECTION
INVERT ELEVATION
iE 12.00
IE 12.00
CURB INLET TYPE A
E
❑O
CURB INLET TYPE B
Z21
/Q
CURB INLET TYPE C
F, N
ROOF INLET
GRATE INLET
®
❑O
RIP RAP
BUILDING LINE
- - - -
SITE SURFACE SLOPE ARROW
�1�p
CENTERLINE OF ROAD
- -
-_-
EDGE OF ASPHALT
CURB & GUTTER
EDGE OF CONCRETE
- -
EDGE OF GRAVEL
EDGE OF DIRT
-
EDGE OF DRIVEWAY
- - - -
GUARDRAIL
SPOT ELEVATION
X 12.00
+12.00
CONTOURS
-
-12
CENTERLINE OF DITCH
- -
-----
WATERS EDGE
SILT FENCE (SINGLE) x
X x X ->t
-->t-X-
POWER POLE
0PP
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GUY POLE
m GP
v GP
LIGHT POLE
[P
*LP
GROUND LIGHT
G[
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GL
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ELECTRICAL MANHOLE
©MH
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ELECTRICAL CONTROL BOX
EC8
ECB
0
ELECTRICAL SERVICE METER
ELECTRICAL TRANSFORMER
TRANS
®
TRANS
®
OVERHEAD POWER CABLE
W
N
N
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p
s
a
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0
0
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PROJECT NO.:
16-6038
DRAWN BY:
RAP
DESIGNED BY:
BHB
SURVEYED BY:
EMC
SURVEY DATE:
06/03/2016
CHECKED BY:
CEB
SCALE:
-
DATE:
08/01/2016
SHEET
C=02
OF 19
0: \2016\16-6038 SHJ - TIDALWAVE CARWASH ELIZABETH CITY, NC\DWG\16-6038C-0O2.DWG 12/14/2016 11:58 AM

GENERALNOTES
SEWER VALVE
S 8333.55 _w 74_65.
(CITY LIMITS)
C3q}
I�ALSTEAD -v E' � -- ------ vv -------------
- -- _ - -- -- - __ - (CITY LIMITS) �
---22---
----- ----__z1"6-__----___-
-
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N 79.19'
CDOT'FIBFROPTJG 66X , -' _ - _ - - - - - - - _ - _ _
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/ 20 2�
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ynBOX�SETgA�
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\ I 1 I
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{' --- LOT 10
PARKWAY SOUTH
AT TANGLEWOOD
`I 15.7 PHASE 2A
1 11 I 1
1
(PLAZA AZTECA)
1 X1 ' 'I i h ZONING: GB
----------------- /
' _
- LOT 9
1 s� PARKWAY SOUTH
1 ` 1 AT TANGLEWOOD A N
PHASE 2A (MB 55/34) \ M
ZONING: GB A� 1
Q70' NON -ACCESS SUFFEi
�? r l� 89,621 sE '
1 �I 2.06 ACRES
.III 1�1
l ,
PROPOSED CROSS ACCESS EASEMENT
It
S 79*19'28" W - 58.50' A `
1
0
0 N 10*40'32" W - 37.36'
l o
S 10'40'32" E- 38.10'
15.7
870837" E- 76.48'
I
�_837' E - 31.84'
` EXISTING GROSS CCESS EASEMENT -I -7
DEMO AND REMOVE E)3kTING FES /
1 1I, ASPHALT
ql� 18' RCP
1 I }
S /NV = 12.92' 1 3
1 SAWCUT & REMOVE h N 1 e" RCP '
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EANDS UGP _--123.8816 _ a -.> a o "w - --- 8"w 8"W 8"PVC
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0GP
- - - - 8„W R-6 0.72' .6„W
S
,�\ - INV
- - - - - - R=600. 0- VC
\CFI I TRANSFORMER _ � ° - _ 8" P SS
N 55.40'32" IN - 28.28', s - y_ Ex° StOEVALK _ ---- 8 �CKwSy ss
PAT60' R/W) ss
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8" PVc ss �- I
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ss
RIM = Z O
NV = .6161' �
1. E.T. HYMAN SURVEYING, PC PERFORMED AN EXISTING CONDITIONS / TOPOGRAPHICAL SURVEY OF
THIS PARCEL ON MAY 3, 2016.. THERE MAY BE EASEMENTS, SETBACK LINES OR OTHER MATTERS
AFFECTING THIS PROPERTY THAT ARE NOT SHOWN ON THIS SURVEY.
2. THERE ARE NO STATE WATER LOCATED ON OR WITHIN 200' FEET OF SUBJECT PROPERTY.
3. THE CONSTRUCTION AREA ULTIMATELY DRAINS TO THE PASQUOTANK RIVER.
4. NO ENVIRONMENTAL ASSESSMENT HAS BEEN PERFORMED BY EMC ENGINEERING SERVICES, INC
5. THE EXISTING SITE IS AN UNDEVELOPED COMMERCIAL PARCEL.
6. THE AREA FOR THIS PROJECT IS t2.1 ACRES WITH A DISTURBED AREA OF t2.0 ACRES.
7. THE ELIZABETH CITY PUBLIC WORKS SHALL BE NOTIFIED 72 HOURS PRIOR TO BEGINNING WORK AND
24 HOURS PRIOR TO RESUMING WORK AT (252)-338-3981.
8. ALL CONSTRUCTION MATERIALS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS AND
REQUIREMENTS OF ELIZABETH CITY IF NOT OTHERWISE SPECIFIED, ALL MATERIALS AND
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE SC DOT STANDARD SPECIFICATIONS FOR
CONSTRUCTION.
DEMOLITION AND EXISTING CONDITIONS NOTES:
1. CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO BEGINNING DEMOLITION AND/OR
NEW WORK. NOTIFY ENGINEER IN WRITING OF ANY DISCREPANCIES OR CONFLICTS.
2. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BARRIERS & WARNINGS TO LIMIT ACCESS TO
PROJECT AREA TO ONLY THOSE PERSONNEL AUTHORIZED BY THE CONTRACTOR. INASMUCH AS
AREAS ADJACENT TO PROJECT AREA WILL MAINTAIN "NORMAL OPERATIONS,"
3. CONTRACTOR SHALL PROVIDE ADEQUATE DUST CONTROL MEASURES & SHALL MAINTAIN SAFE
PASSAGEWAY FOR WORKERS & NON -WORKERS AS REQUIRED ADJACENT TO THE PROJECT SITE.
4. ALL ITEMS REMOVED OR DEMOLISHED BY THE CONTRACTOR WHICH ARE NOT LISTED BY THE SPECIAL
PROVISIONS TO BE TURNED OVER TO THE OWNER SHALL BECOME THE PROPERTY OF THE
CONTRACTOR & SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY FOR PROPER DISPOSAL.
5. DEMOLITION ACTIVITIES ARE NOT EXPECTED TO INCLUDE THE REMOVAL OF HAZARDOUS MATERIALS.
IN THE EVENT THAT THAT HAZARDOUS MATERIALS ARE ENCOUNTERED OR SUSPECTED,
CONTRACTOR SHALL NOTIFY ENGINEER IN WRITING OF THE MATERIAL.
6. CONTRACTOR SHALL COORDINATE WITH APPROPRIATE UTILITY COMPANIES TO SCHEDULE ALL
UTILITY & SERVICE INTERRUPTIONS TO OCCUPIED PORTIONS OF THE SITE.
7. CONTRACTOR SHALL REMOVE TREES AS INDICATED ON CIVIL PLANS. CONTRACTOR SHALL USE
CAUTION DURING ALL CONSTRUCTION ACTIVITIES TO PROTECT ALL TREES INDICATED TO REMAIN.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE CLEAN-UP, CLEARING AND GRUBBING PER
SPECIFICATIONS. ALL TREES THAT HAVE A MARKETABLE VALUE SHALL BE SALVAGED. CONTRACTOR
SHALL COORDINATE WITH OWNER AS TO THE TREES TO BE RELOCATED OR SOLD
8. CONTRACTOR SHALL SAW CUT EXISTING CONCRETE AND ASPHALT PAVEMENTS AT LIMITS OF
DEMOLITION TO LEAVE SMOOTH EDGE ON REMAINING CONCRETE/PAVEMENT.
FLOODPLAIN NOTES
THE PROPERTY SHOWN HEREON IS LOCATED ON MAP NO. 3720891400K OF THE FEMA FLOOD INSURANCE
RATE MAP COVERING PASQUOTANK COUNTY, NORTH CAROLINA, REVISED JULY 19, 2005 AND SHOWS THIS
PROPERTY IS NOT LOCATED IN A DESIGNATED FLOOD HAZARD AREA.
UTILITY NOTES:
1. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES PROVIDED BY THE SURVEYOR. LOCATIONS OF UNDERGROUND UTILITIES /
STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON.
2. UNDERGROUND UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE
DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.
3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES
PROTECTION CENTER AT 811 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES
MAY BE LOCATED AND PROTECTED.
HATCH LEGEND:
DEMOLITION AREA, EXISTING SIDEWALK
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PROJECT NO.:
16-6038
DRAWN BY:
RAP
DESIGNED BY:
BHB
SURVEYED BY:
EMC
SURVEY DATE:
06/03/2016
CHECKED BY:
CEB
SCALE:
1 "=20'
DATE:
08/01/2016
SHEET
C=03
OF 19

SITE INFORMATION
VE--_�
W _ 1465.
LIMITS)
S.rgAD gLv V1 ) - NC 344
IN qL/W
CONTRACTOR TO
EXTEND SIDEWALK TO
UAI CTCAn CI tin 1 nn A'
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SS
SS
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SS
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E_ 19� �
N 79'192e �
LOT 10
PARKWAY SOUTH
AT TANGLEWOOD
PHASE 2A
(PLAZA AZTECA)
ZONING: GB
10*40'32" W - 37.36'
18" RCP (FES)
INV = 12.57'
1 8"
RIM = 16.2 It
INV = 1.93'
1V X 7V SIGHT TRIANGLE I
SS
-8 PVC If
I
ADDRESS: 3880 PATRICK WAY, ELIZABETH CITY, NC
PROPERTY AREA: t2.1 AC
PROPERTY ZONING: GB - HALSTEAD OVERLAY DISTRICT
TAX MAP: TM P56-37
EXISTING USE: UN -DEVELOPED COMMERCIAL LOT
PROPOSED USE: CAR WASH & VACUUM
PURPOSED IMPERVIOUS AREA: 32,667 SF (0.75 ACRES)
(36% OF TOTAL SITE)
BUILDING SETBACKS:
FRONT: 20 FEET (ALONG RAV)
SIDE: 0 FEET
REAR: 50 FEET
LANDSCAPE SETBACK:
FRONT: 15 FEET(ALONG RAN)
SIDE: 15 FEET(ALONG RAN)
REAR: 25 FEET(ALONG RAN)
PARKING NOTE
PARKING REQUIRED: PARKING PROVIDE:
STACKING FOR 30 CARS STANDARD SPACES = 25
3 SPACES IN DRYING AREA HC SPACES = 1
+2/3 SPACES PER EMPLOYEE TOTAL PROVIDED = 26 SPACES
3+(3)3= 5 SPACES
SITE LAYOUT AND STAKING NOTES
1. IF THE PLANS ARE NOT CLEAR OR DISCREPANCIES OCCUR, THE CONTRACTOR IS TO CONTACT EMC
ENGINEERING SERVICES, INC AT 229-435-6133 FOR CLARIFICATION IMMEDIATELY.
2. ALL NORTHING AND EASTING ARE TO THE FACE OF CURB, EDGE OF BUILDING.
3. CONTRACTOR SHALL CAREFULLY EXAMINE ALL DOCUMENTS AND THE CONSTRUCTION SITE TO OBTAIN
FIRST HAND KNOWLEDGE OF EXISTING CONDITIONS.
4. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE
WITH A MINIMUM TOPSOIL LAYER OF FOUR INCHES.
5. ALL STRIPING AND SIGNS SHALL CONFORM WITH THE NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) LATEST
EDITION. PARKING STALL STRIPPING TO BE YELLOW WITH BLUE HANDICAPPED STRIPPING
6. ALL HANDICAP PARKING SPACES AND ACCESSIBLE ROUTE SHALL CONFORM WITH THE AMERICAN WITH
DISABILITY ACT DESIGN GUIDELINES AND SPECIFICATIONS LATEST EDITION.
7. DIMENSIONS AND CURVE RADII ARE GIVEN TO FACE OF CURB, WHERE CURB AND GUTTER IS SHOWN.
OTHERWISE DIMENSIONS ARE GIVEN TO THE EDGE OF PAVEMENT. CONTRACTOR IS TO COORDINATE
WITH THE ARCHITECTURAL PLANS AS TO THE BUILDING LAYOUT AND DIMENSIONS
HATCH LEGEND:
CONCRETE PAVEMENT
EXISTING CONCRETE
SIDEWALK
SPECIAL NOTES:
OTYPE "B" HANDICAPPED RAMP
O 6" HEADER CURB
O24" WIDE WHITE STOP BAR STRIPING
4O 4" WIDE YELLOW PARKING STALL STRIPING
O 5" WIDE YELLOW CENTERLINE STRIPING
O VAN ACCESSIBLE HANDICAP SIGN
7O HANDICAP STALL STRIPING
SO STOP SIGN - 36"X36" (R1-1)
O4" YELLOW HAZARD STRIPING
10 3' CONCRETE FLUME
11 SIGN LOCATION (SIGN PERMIT REQUIRED)
12 ONE WAY SIGN
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PROJECT NO.:
16-6038
DRAWN BY:
RAP
DESIGNED BY:
BHB
SURVEYED BY:
EMC
SURVEY DATE:
06/03/2016
CHECKED BY:
CEB
SCALE:
1 "=20'
DATE:
08/01/2016
SHEET
C=04
OF 19

�,STE lR/w ��IESI
CONTRACTOR TO
EXTEND SIDEWALK TO
HALSTEAD BLVD.132.0'
CONTRACTOR TO
ADJUST MANHOLE LID
TS)� -
LIM �
(CITY �
195
7109 -5
_ 248.23 _
N 79'19'28" E
C T FIBEROPTIC BOX
R VALVE---." ) TRAFFIC SIGNAL POLE
ELECTRIC TRANSFORMER TELEPHONE BOX 2 EA2--LA- PESETBACK, -
/ SEME=
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1465.88
�
(CITY LIMITS) ,UND RGROUND _
/ UTILI Y BOX
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1
1 1
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1 °I /
1 < I Co
OIL 1 GRIT SEPARATOR NI
1 i ( INV IN:14.19
I I l INV OUT:14.19
1 1
CO
X I WATER R CLAIM SYSTEM; O° j t
gal SEED TAIL SHEET 15. 1
Lo 1 I I I O°
1 1 1 I O O LOT 9
I I N PARKWAY SOUTH
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I 1 WATER RECLAIMLINE PHASE 2A (MB 55/34)
IS I W 1v 13-LF4"PVC f ZONING: GB
Q10' NON -ACCESS BUFFER� CCC7���I �I `• • `
C
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1 I { 1 N 2.06 ACRES
r) 1 I 1
m
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1 I z U) U) Go 1 INV IN:12.38
�� INV OUT:12.38
d� I �I I@I ZI 11 I 7 LL
a C I OG W
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1 dLL
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r7J 11 m I I m 1 COMA
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INV IN 0.56 68L.F. 4" PVC
INV O :10.56
® i7 1' =ry I I • CO
t of 'I I ss
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II 11 1 II I
1I I
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II �5 I I ss RIM:16.46
11 1 I �I INV IN:8.75
1 I INV OUT:8.75
157-LF 1 y" PCV (C900) co
62L.F. 4" PVC @ 11.129 rs
I s l I 2 t►
STUB OUT WITH CLEAN OUT
FOR FUTURE EXPANSION
LOT 10
PARKWAY SOUTH
AT TANGLEWOOD
PHASE 2A
(PLAZA AZTECA)
ZONING: GB
6" CONDUIT FOR FUTURE 1
UTILITY EXPANSION
1 1
1 1 �
=BA CO -Al UGP -------
T/BUILDING RIM:16.29 /EXISTING
CONNECTIONSWER
A EN
SEM
INV IN1 ..84
1
20' UTILIDOMEST
1
SERVICE
APE SETBACK 1-20GATE VALVE
0
-- -
15' LA
GP 1- 2' METER IN BOX
IRRIGATION SERVIC
79'1928" W 1-2'BFPINBOX
'
_-f
6"W -
i TWN BOX
5 _
- - -
_
- PV
1-1" RPZ BFP
LECTRIC TRANSFORMER
1" PVC IRRIGATION
-
N 55'40'32" W - 28.28', S
_ SERVICE LINE C900
� � _ ( )
_ a-.r _-
e ems_ S _�`-811W
TgiCK�'�7A
pA(61Yg/w)
1- 2" TAP; CONTRACTOR TO
Ss
8" PVC
COORDINATE CONNECTION WITH
-
6"W
ELIZABETH CITY PUBLIC WORKS
-
_ss��
8"W
RIM = 17.21'
INV = 0.61'
ASPHALT
y
I I 18" RCP (FES)
INV = 12.57'
PVC
UGP
R=500.00'
)O
_ - - S
- - - d EX: °SIDEWALK_
W 8"W
CH:122.94'
S85. 12' 16"W
R=600.00'
123.15' ASPHALT 8 PVC SS
SS
\-60 SANITARY SERVICE CONNECTION;
SS - CONTRACTOR TO COORDINATE CONNECTION
WITH ELIZABETH CITY PUBLIC WORKS
INV IN: 1.48
32.95'
C25'
N87* 20'0" 31"W
8" Pvc T
RIM = 16.23'
INV = 1.93' I
I
1
I
SITE INFORMATION
ADDRESS: 3880 PATRICK WAY, ELIZABETH CITY, NC
BUILDING
SETBACKS:
PROPERTY AREA: t2.1 AC
FRONT:
20 FEET (ALONG RNV)
SIDE:
0 FEET
PROPERTY ZONING: GB - HALSTEAD OVERLAY DISTRICT
REAR:
50 FEET
TAX MAP: TM P56-37
LANDSCAPE SETBACK:
FRONT:
15 FEET(ALONG R/W)
EXISTING USE: UN -DEVELOPED COMMERCIAL LOT
SIDE:
15 FEET(ALONG R/M
PROPOSED USE: CAR WASH & VACUUM
REAR:
25 FEET(ALONG RAN)
PURPOSED IMPERVIOUS AREA: 32,667 SF (0.75 ACRES)
BUILDING: 3,327 SF (10.0%)
CONCRETE SIDEWALK: 760 SF (2.4%)
CONCRETE PAVEMENT: 28,580 SF (87.6%)
UTILITY NOTES
1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON
ABOVE -GROUND STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES
ONLY. NO CERTIFICATION IS MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS
INFORMATION.
2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE
DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.
3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION
CENTER AT 1-800-282-7411 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE
LOCATED AND PROTECTED.
4. A 10 FOOT HORIZONTAL AND 18 INCH VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN SANITARY
SEWER LINES AND ANY WATER OR STORM LINES. WATER OR STORM LINES SHALL BE ABOVE ANY
SANITARY LINES.
5. MAINTAIN A MINIMUM OF 4' OF COVER ABOVE WATER LINES.
6. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM OF 1 % SLOPE UNLESS OTHERWISE NOTED
7. FOR ANY WORK IN DOT RIGHT-OF-WAY, AN ENCROACHMENT AND/OR UTILITY PERMIT MAY BE REQUIRED.
8. ALL METERS, VALVES, AND BACKFLOW PREVENTORS ARE TO BE IN COMPLIANCE WITH THE ELIZABETH
CITY REQUIREMENTS. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL.
9. ADJUST ALL TOP OF STRUCTURES ELEVATIONS (MANHOLES, CLEANOUTS, VALVE BOXES) TO FINISH
GRADE ELEVATIONS.
10. ALL SANITARY SEWER WORK MUST BE IN ACCORDANCE WITH THE ELIZABETH CITY STANDARDS AND
SPECIFICATIONS.
11. LOCATOR WIRE AND DETECTOR TAPE ARE REQUIRED ON ALL SEWER LINES.
SPECIAL NOTES:
(D SEE MEP PLANS FOR CONTINUATION
OPROPOSED LIGHTING FEATURE
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PROJECT NO.:
16-6038
DRAWN BY:
RAP
DESIGNED BY:
BHB
SURVEYED BY:
EMC
SURVEY DATE:
06/03/2016
CHECKED BY:
CEB
SCALE:
1 "=20'
DATE:
08/01 /2016
SHEET
C=05
OF 19

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PAVING, GRADING, AND DRAINAGE NOTES
1. ENTIRE SITE SHALL BE DRESSED TO UNIFORM, WELL DRAINED AND VISUALLY APPEALING SURFACE WITH A
MINIMUM TOPSOIL LAYER OF FOUR INCHES.
2. MAXIMUM LONGITUDINAL SLOPE ON ALL ACCESSIBLE SIDEWALK SHALL BE 5.00%.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THE SITE IS ADA ACCESSIBLE AS REQUIRED BY
FEDERAL, STATE AND LOCAL GOVERNMENT.
4. FINISH GRADE SPOT ELEVATIONS INDICATE TOP OF PAVEMENT / FACE OF CURB UNLESS OTHERWISE NOTED.
5. REFER TO DETAILS FOR PAVEMENT TYPICAL SECTION.
6. SITE SHALL BE GRADED UNIFORMLY FOR POSITIVE DRAINAGE AS SHOWN FROM THE ELEVATIONS, PROPOSED
CONTOURS, AND THE DRAINAGE SLOPE ARROWS.
7. MAXIMUM SIDEWALK CROSS SLOPE IS 2%. MAXIMUM SIDEWALK LONGITUDINAL SLOPE IS 5%. MAXIMUM
PAVEMENT SLOPE IN HANDICAP PARKING AREA AND AISLE IS 2%. MAXIMUM HANDICAMP RAMP SLOPE IS 12HAV.
UTILITY NOTES:
1. THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON ABOVE -GROUND
STRUCTURES AND IS APPROXIMATE AND SHOWN FOR INFORMATIONAL PURPOSES ONLY. NO CERTIFICATION IS
MADE AS TO THE ACCURACY OR COMPLETENESS OF THE THIS INFORMATION.
2. ADDITIONAL BURIED UTILITIES / STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING
THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES / STRUCTURES.
3. BEFORE EXCAVATIONS ARE BEGUN, GIVE THREE WORKING DAYS NOTICE TO THE UTILITIES PROTECTION CENTER
AT 811 PRIOR TO ANY EXCAVATION IN ORDER THAT UNDERGROUND UTILITIES MAY BE LOCATED AND
PROTECTED.
HATCH LEGEND:
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SPECIAL NOTES:
CONCRETE
PAVEMENT
EXISTING CONCRETE
(D PROVIDE SMOOTH TRANSITION TO EXISTING GRADE
PROPOSED
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PROJECT NO.:
16-6038
DRAWN BY:
RAP
DESIGNED BY:
BHB
SURVEYED BY:
EMC
SURVEY DATE:
06/03/2016
CHECKED BY:
CEB
SCALE:
1 "=20'
DATE:
08/01 /2016
SHEET
C=06
OF 19