SW7081207_APPROVED PLANS_20090213

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
C APPROVED PLANS
CC❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�/�1 a
YYYYMMDD

VICINITY MAP
NTS
SITE DATA
OWNER / DEVELOPER:
BRIAN R. & DARLENE E. LANNON
501 JAPONICA DRIVE
CAMDEN, NC 27921
[phone]
1. SITE LOCATION: BETWEEN 853 & 855 HALSTEAD AVE
ELIZABETH CITY, NC 27909
\
2. PIN: OUT OF 891309155301, DB 1023, PG 194
3. SITE AREA: 2.82 ACRES 122,630 SF
( )
\
FRANCIS 0. JACKSON
TAX MAP P89, PARCEL 26
ZONED: GB
ZONED: R15
RESIDENTIAL
4. THIS SITE IS LOCATED IN FLOOD ZONE X AND AE(8.5') AS SHOWN ON F.I.R. M. PANEL
"a+e USE
3720891300J DATED 10/05/04.
5. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
AND EASEMENT INFORMATION WAS OBTAINED SURVEY TITLED "MINOR SUBDIVISION
EX, 10' RCP
NV IN = Z14
ASSOCIATED LEASING, LLC" DATED 6/06/06 BY ALBEMARLE &ASSOCIATES, LTD.
,..e+
INV OUT = 6-9
2
6. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
/
\ GARAGE \ 'a" �•AO
\ 0000
N633g
-
•an �a
, Ex 10
EIP / INV IN
�/ _ �- ,. INV OU
—e—
ASSOCIATED LEASING, LLC. "a+'
•am D.B. 836, PG. 791
ZONED: GB
VACANT
Nro
�eS g0
\ �e EXISTING
TO BE RI
ASSOCIATED LEASING, LLC. `\
D.B. 836, PG. 791 \
ZONED: GB \ VENTES REALTY
VACANT --ali" D.B. 667, PG. 807
\ ZONED: 0&1
INSTITUTIONAL USE
,
,
\
\
Q \
y
9O \
rA \
O \
AG
,
,
kf J \
EX. 15" RCP
\� INV IN = 3.28
INV OUT = UNKNOWN
\ \ \\
PLAN ENDORSEMENT
/ E&S ____________________________ DATE ___
/
NOTIFY
ULOCO
AT
1-800-632-4949
FOR LOCATION OF EXISTING
UTILITIES
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.corn ,
r tAIL '
DEC 2 3 '26' -s � 8PT ,,,,`
C. Ruw;'O
�ehn nePP
DRAINAGE / UTILITY EASEMENTS SHALL REMAIN
FREE OF SUBSTANTIAL STRUCTURES AND THAT
THE REPAIR OF ANY STRUCTURE OR
LANDSCAPING IN THE EASEMENT FOLLOWING
ACCESS TO FACILITIES BY THE CITY, SHALL BE
AT THE EXPENSE OF THE OWNER.
LEGEND
BENCHMARK
Q
FOUND MONUMENT
EXISTING UTILITY POLE
®
EXISTING WATER METER
Os
EXISTING SEWER MANHOLE
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING CONCRETE
PAVEMENT TO BE REMOVED
BOUNDARY LINE
— —
R/W LINE
FLOOD ZONE LINE
PROPERTY EXTENSION
— -
EXISTING DITCH
EXISTING CONTOUR
❑
EXISTING DROP INLET
- - - - - - - - - - - - - - - -
WETLAND LIMITS
E---------------------'
EXISTING DRAINAGE PIPE
$EX 12" SS
EXISTING 12" SANITARY SEWER
�X 12" WM
EXISTING 12" WATERMAIN (APPROX. LOCATION)
-
EXISTING WOODS LINE
EXISTING TOP OF BANK
�HU
EXISTING OVERHEAD UTILITIES
A1.7
—
EXISTING BEECH TREE
EXISTING OAK TREE
--5-
EXISTING PINE TREE
EXISTING POPLAR TREE
-'
EXISTING GUM TREE
EXISTING WETLANDS
fall,
0
SOIL BORING LOCATION
APPROVED
NORTH CAROUNA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
20
°tormwater Permit No..5w7 C r�
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch = 30 ft.
LANNON'S
ANIMAL
HOSPITAL
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
080277
Drawing #:
080277-SITE
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
12.18.08
Sheet #:
1/7
Scale:
1" = 30'
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
Existing Topo &
Demolition Plan
SHEET NUMBER:
1

VICINITY MAP
N TS
SITE DATA
OWNER / DEVELOPER:
BRIAN R. & DARLENE E. LANNON
501 JAPONICA DRIVE
CAMDEN, NC 27921
[phone]
1. SITE LOCATION: BETWEEN 853 & 855 HALSTEAD AVE
ELIZABETH CITY, NC 27909
2. PIN: OUT OF 891309155301, DB 1023, PG 194
3. SITE AREA: 2.82 ACRES (122.630 SF)
ZONED: GB -CUD
4. DISTURBED AREA: 1.57 ACRES
5. IMPERVIOUS AREAS:
OFF SITE
PROPOSED ASPHALT 521 SF
ON SITE
PROPOSED BUILDINGS/ROOF 7,614 SF = 6.20%
PROPOSED ASPHALT 19,713 SF = 16.05%
PROPOSED CONCRETE 1,561 SF = 1.27%
EXISTING GRAVEL 374 SF = 0.30%
EXISTING CONCRETE 68 SF = 0.06%
OPEN SPACE 93,499 SF = 76.12%
TOTAL SITE: 122,839 SF = 100% /
ONSITE IMPERVIOUS: 29,330 SF (2388%)
0 `\�
OFFSITE IMPERVIOUS: 521 SF f 3p7'0 C"`fS
TOTAL IMPERVIOUS: 29,851 SF 6. PARKING SPACES REQUIRED: 27 LEASING, LLC.
(3 DOCTORS X 4 + 15 EMPLOYEES, INCLUDING DOCTORS) = 27 D.B. 836, ASSOCIATED LEASASPG. 791 �zR
PARKING SPACES PROVIDED: 29
HANDICAPPED SPACES: 2 ZONED: GB
VACANT f
7. LANDSCAPING MUST BE INSTALLED AS SHOWN ONyg
THIS PLAN. CHANGES MUST BE APPROVED BY THE N634
ELIZABETH CITY PLANNING DEPARTMENT PRIOR TO
INSTALLATION. g8
2g2
LANDSCAPING REQUIREMENTS:
CANOPY TREES:
1 CANOPY TREE FOR EVERY 2.000 SF TOTAL VEHICULAR SURFACE AREA. -
19,980 SF/2,000 SF = 9.99 CANOPY TREES REQUIRED
+ 1 CANOPY TREE FOR EACH 10 PARKING SPACES. 1.5'R
\
= 2.9 CANOPY TREES
TOTAL CANOPY TREES REQUIRED: 12.89
CANOPY TREES PROVIDED = 17 ^�
SHRUBS:
1 SHRUB PER 500 SF OF TOTAL VEHICULAR SURFACE AREA.
19,980 SF/500 SF = 39.96 SHRUBS REQUIRED �
SHRUBS PROVIDED = 105 N
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS SHALL BE
MULCHED AND REMAINING AREAS SHALL BE GRASS GROUND COVER
LANDSCAPE BUFFERYARD REQUIREMENTS: •\\�
' a
450.21' FRONTAGE - 40' DRIVEWAYS = 410.21 '
410.21 / 50 = 8.2 REQUIRED TREES
10 PROVIDED
410.21 / 5 = 82 REQUIRED SHRUBS
90 PROVIDED
NOTE: BUFFERYARD TREES HAVE BEEN UTILIZED AS SHADE TREES FOR VEHICULAR AREA
8. THIS SITE IS LOCATED IN FLOOD ZONE X AND AE(8.5') AS SHOWN ON F.I.R.M. PANEL
3720891300J DATED 10/05/04.
9. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
AND EASEMENT INFORMATION WAS OBTAINED SURVEY TITLED "MINOR SUBDIVISION
ASSOCIATED LEASING, LLC" DATED 6/06/06 BY ALBEMARLE & ASSOCIATES, LTD.
10. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY -
STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE UTILIZED.
12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
13. ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE
ISSUANCE OF A STOP WORK ORDER.
15. DUMPSTER PADS SHALL BE SCREENED WITH 6' HIGH OPAQUE WALL,
ARCHITECTURALLY COMPATIBLE WITH THE BUILDING. DESIGN TO BE PROVIDED UPON
RECEIPT OF ARCHITECTURAL PLANS.
16. CONTRACTOR SHALL WET TAP EXISTING 12" WATER MAIN IN THE PRESENCE
OF THE THE ENGINEER AND A REPRESENTATIVE OF THE ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. CONTACT ELIZABETH CITY PUBLIC WORKS
DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO CONSTRUCTION
TO COORDINATE INSPECTION. - - - - _ - _
NO. \
04 \ \
6c
p \ �
\ Al,
ASSOCIATED LEASING, LLC. \
D.B. 836, PG. 791 \
ZONED:
B VACANT \
\
\
\
\
HYMAN
ROBEY -
SINGLE STORY
BRICK DWELLING EIP S733\�
aT• 150 US Hwy 158 E.
a6'68' -e' JR TBM - SET NAIL IN 9' PO Box 339
r PROPOSED PAVEMENT
Camden, NC 27921
SIGN LOCATION \ ELEV. = 10.36
NAVD 88 [phone]
\ [phone] fax
FRANCIS 0. JACKSON SQ 1 www.hymarirobey.com
TAX MAP P89, PARCEL 26
ZONED: R15
RESIDENTIAL USE \ Wm �+..
10
\ gpF
1 SCPp6 mG 1,7k 9 .
.113 AL
GARAGE EIP .�nn
s �S�q.. C
\ N6339
VENTES REALTY
D.B. 667. PG. 807
ZONED: 0&1
TIDELAND CORP. ET AL.
D.B. 477, PG. 545
ZONED: 0&1
COMMERCIAL USE
Al,
GRAPHIC SCALE
0 10 20
( IN FEET )
1 inch = 20 ft.
LEGEND
BENCHMARK
O
FOUND MONUMENT
EXISTING UTILITY POLE
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING GRAVEL
EXISTING CONCRETE
PROPOSED CONCRETE
BOUNDARY LINE
R/W LINE
FLOOD ZONE LINE
PROPERTY EXTENSION
❑
EXISTING DROP INLET
PROPOSED CURB INLET
PROPOSED FIRE HYDRANT
EXISTING WOODS LINE
!-{'u
EXISTING OVERHEAD UTILITIES
PROPOSED 6' CHAIN LINK FENCE
EXISTING BEECH TREE
EXISTING OAK TREE
EXISTING PINE TREE
EXISTING POPLAR TREE
EXISTING GUM TREE
EXISTING WETLANDS
PROPOSED MUSKOGEE CRAPE MYRTLE (9)
(Lagestm�is x 'Muskogee')
PROPOSED LACEBARK ELM (CHINESE ELM) (8)
(ULm= paroiJoiia)
ALL TREES TO BE A MINIMUM OF 8' IN HEIGHT
NTH A MINIMUM CALIPER OF 2- (MEASURED
6" ABOVE GRADE) AT THE TIME OF PLANTING
PROPOSED FRANCIS MASON (43)
LANNON'S
ANIMAL
HOSPITAL
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
080277
Drawing #:
080277-SITE
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
12.18.08
Sheet #:
217
Scale:
1" = 20'
REVISIONS:
NUM. DATE DESCRIPTION
(ADetia GRndifto ) SHEET TITLE
PROPOSED HELLERI HOLLY (62) SITE PLAN
(Ilex osanata - Helleri)
ALL SHRUBS TO BE A MINIMUM OF 12" TO 18" TALL / SHEET NUMBER:
3 GALLON SIZE AT THE TIME OF PLANTING
�I

EIR
VICINITY MAP
NTS
SITE DATA
OWNER / DEVELOPER:
BRIAN R. & DARLENE E. LANNON
501 JAPONICA DRIVE
CAMDEN, NC 27921
[phone]
1. SITE LOCATION: BETWEEN 853 & 855 HALSTEAD AVE
ELIZABETH CITY, NC 27909
2. PIN: OUT OF 891309155301, OB 1023, PG 194
3. SITE AREA: 2.82 ACRES (122,630 SF)
ZONED: GB -CUD
4. DISTURBED AREA: 1.57 ACRES
5. IMPERVIOUS AREAS:
OFF SITE
PROPOSED ASPHALT 521 SF
ON SITE
PROPOSED BUILDINGS/ROOF 7,614 SF = 6.20%
PROPOSED ASPHALT 19,713 SF = 16,05%
PROPOSED CONCRETE 1.561 SF = 1.27%
EXISTING GRAVEL 374 SF = 0.30%
EXISTING CONCRETE 68 SF = 0.06%
OPEN SPACE 93,499 SF = 76.12%
TOTAL SITE: 122,839 SF = 100%
ONSITE IMPERVIOUS: 29.330 SF (23.88%)
OFFSITE IMPERVIOUS: 521 SF
TOTAL IMPERVIOUS: 29,851 SF
x 7.35
�BJ
ASSOCIATED LEASING, LLC. -&17
D.B. 836, PG. 791
/ ZONED: GB
I VACANT
ago,
RIM
DROP INLET
7.63
\ �`
CONSTRUCT STORMWATER
FLUME AND CONCRETE APRON
INV
- 358
`��VAA
AROUND EXISTING DROP INLET
(SEE DETAILS)
SINGLE STORY
STUBOUT
12LF 12" RCP
EX.
INV = 7.92 \\\�
AAAA�A
EX. 15" RCP
BRICK DWELLING
INV IN=7.0
EIP
i ° °
INV IN = 3.71
INV OUT = 3.55
INV OUT=5.30PROPOSED
CONSTRUCTION
8
- ESET NAI I
N
ZG
1VaENRANCE
EwHEDAIL
I
(SEE
T
\
FRANCIS 0.
JACKSON
TAX MAP P89,
PARCEL 26
ZONED:
R15
\
a /
G
10'2
Ex. DROP It
RIM = ze4
xfi.ls
\
RESIDENTIAL
USE
EX. INV = 7.89
NV = 3.55
EX. 10RCP / �j / L;
INV IN = 7.14
INV OUT = 6 99
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hyrnanrobey.com
,Ex. INV = z82
x8,44
E PTUBOUT
O
12LF 12' RCP `�� Xii.2
N_
V IN
INV OUT=5.50
rG I NE�i
oFgN C, Rda',,�`.
� c
h 11I III0
/ x8.29 CI#2 / /� /. \/ CANNON'S
TC = 8.55 I / EX. 15" RCP
INV. = 595 �,L \ \ INV IN = 3.58
/ 1 INV OUT = 3.44 \
26 LF 15" CMP _EX IN - \,` ANIMAL
IN
/ EIP / INV. = 6,05
\ / INVO. OUT = 595
8.27 _8 104 LF 15" CMP
WV. IN= 5.95
INV. OUT = 5HOSPITAL.50 33 x&60 - EX. 10" RCP �`�
CI# i EX. INV = 7.42 INV IN = 7.04 `\� 11.0
z8.03 TC = 8.55�\ ° \ x8.62
INV. = 6,05 0� INv Our = 7.74 \
CI# 3 Ex. INV = 7.31 8.36 20 LF 15" CMP \ ° \ x6. \`` \ ELIZABETH CITY
TC = 8.56 INV. IN = 6.05 \ ��
NV. = 5.50 t �-8.42 "� Dur = s.os \ ° ° \ PASQUOTANK COUNTY
57 LF 15" CMP x8.458.40
INV. IN = 5.50 INV. OUT = 525 EX _
_ IN = 7.71 EIP / - EX. DR 8P08N LE7 �, � NORTH CAROLINA
9ifi1>11N� A...
x &20 klaI �8.47
8.56
M y >P g80 ETC 8.5 CI# 5 IaVM1� jG $$
CI#4 TC 8.6 �8.68 ZC/ NV. =TC 8.55 6.05 x87-SINGBRICKE STORY
DWELLING \ \ EX. 15" RCP
TLC = a.61 esz SANDRA S. WINSLOW `�� INV IN = 128
INV. = 5.25 TC as \ , D.B. 780, PG. 833 \ �\ INV our = UNKN
/ / TAX MAP P89, PARCEL 27 X850 \ \ \
TC 8.84 HP
ZONED: R15 \
8.56 Tc 1.20 TC 9.25 x & RESIDENTIAL USE
/
TC 9.2 / TC 9.25 8.75 \
1 2 ° 5 \ - - , \ LEGEND
/ / 0- BENCHMARK
-9�, J \ a
ILF 15" CMP IN y •p / INV, IN = 5.25 � X8,36 TC8.75 Q FOUND MONUMENT
I \ I INV. OUT = 5.00 TC 9.38 \ /
l 9.00 97 LF 15" CMP 8. x52 / y PROPOSED FIRE HYDRANT
g 50 \ \ INV. IN = 6.05 / EXISTING UTILITY POLE
8. 1 `\ x54 \ INV. OUT = 5.35
\ x851 TC 918 \\a. / EXISTING PAVEMENT
1P / I PROPOSED PAVEMENT
BYPASS \ / 8.4 x a.zo TC 8.85 " 9.00 X 8.59 / I EXISTING GRAVEL
Al
I 6
1\\ / TC 9.10 C 9.38'
EXISTING CONCRETE
l � °• ^ 9.3Q � �° EIP
/ \ 9.10 \. Fp BOUNDARY LINE INFILTRATION BASIN \
1,490SF 0 ELEV-5.0 BOTTOM C 9.10 a 9.35 x 8.70 \ ° CI# 6 �O Sy9 OQ - - R/W LINE
. "�• GE1t^ _ PROPOSED BUILDING \ x&12 TC = &55
xg 9.50 6,480 SF INV. = 5.35 ��i� �� �� PROPERTY EXTENSION
rc 9.10 � � s F� ��-�
O F� EXISTING DITCH
895
Vj�j 90 9.35 V•
PROPOSED DITCH
/�//// - B' 7.97 \ 9� - - - - - - - - - 404 WETLANDS
\ jx
s -7g� EXISTING CONTOUR
VAAA�� 9 25 V" � T .25 ��
C 9.25 Jy
9.50 Fp
vim, VAAAAAAAAAAAAAAAAAAAAAAAAAAAVA �i� x 8. 7
9.15 � � PROPOSED CONTOUR
VA0A0AAAAAAAAAAAAAAAAAAAAA�OAAAAAAAAAAAAAAAA�
V ❑ EXISTING DROP INLET
9.25
x 2 TIDELAND CORP. ET AL. PROPOSED cuRe INLET
0 9.50 D.B. 477, PG. 545
e VAAAAAAAAAAAAAAAAAAAAAAAAA�AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA � PROPOSED SEWER MANHOLE
ZONED: 0&I
COMMERCIAL USE PROPOSED SILT FENCE
z 7.51
/ 0°AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAOAAAAAAAAAAAAAAAAAAAA��AAA x 7.10 CD i' PROPOSED WATER METER
ALL ROOF DRAIN LEADERS �X 12" WM EXISTING 12" WATERMAIN (APPROX. LOCATION)
� _� AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAA i i
x7.64 ° SHALL BE COLLECTED IN VQ
16 SYSTEM ER ROUNDROUTIPI G EXISTING WOODS LINE
-
-���// �- - TO
CI #3 OR CI #4 �� �� �� EXISTING TOP OF BANK
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LIMITS of DISTURBANCE
PROPOSED FENCE
DRAINAGE AREA
7� 7.1 �X i�� CHECK DAM
�����\ d I,
VV\VVV�ODS EE � PROPOSED RIP RAP
W00°b_�
' `sV\VVVVVV\\1NVVV1111VVVVV111VVV1V�V��A1\1�A�\1VVVVV�AAVVVV\1����VVA�AIV\VV1V\1; 111\A1� �\
> �i������/i IV\11\VVV11\V11V1V\111VI1V\11NVV1lA1V11VVV1H1A1VI 11V1\1111V11VA1HVIV\1 ,111,
1 / 4 ��PNOS Ova
ail, 5{ /�/�MVIVAVIVVI,
= ou,
�M
EIP
GRAPHIC SCALE
MI, 20 0 10 2D 40
ASSOCIATED LEASING, LLC.
D.B. 836, PG. 791
ZONED: GB ( IN FEET )
VACANT all, i11 VENTES REALTY I inch = 20 ft
D.B. 667, PG. 807
ZONED: 0&1
111 INSTITUTIONAL USE
KEY PLAN:
Project #:
080277
Drawing #:
080277-SITE
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
12.18.08
Sheet #:
3/7
Scale:
1" = 20'
REVISIONS:
v
NUM. DATE
DESCRIPTION
SHEET TITLE:
GRADING AND
DRAINAGE PLAN
SHEET NUMBER:
3

VICINITY MAP
NTS
SITE DATA
OWNER / DEVELOPER:
BRIAN R. & DARLENE E. LANNON
501 JAPONICA DRIVE
CAMDEN, NC 27921
[phone]
1. SITE LOCATION: BETWEEN 853 & 855 HALSTEAD
AVE
ELIZABETH CITY, NC 27909
2. PIN: OUT OF 891309155301, DB 1023, PG 194
3. SITE AREA: 2.82 ACRES (122.630 SF)
ZONED: GB -CUD
4. DISTURBED AREA: 1.57 ACRES
& IMPERVIOUS AREAS:
OFF SITE
PROPOSED ASPHALT 521 SF
ON SITE
PROPOSED BUILDINGS/ROOF 7,614 SF =
6.20%
PROPOSED ASPHALT 19.713 SF =
16.05%
PROPOSED CONCRETE 1,561 SF =
1.27%
EXISTING GRAVEL 374 SF =
0.30%
EXISTING CONCRETE 68 SF =
0.06%
OPEN SPACE 93.499 SF =
76.12%
TOTAL SITE: 122,839 SF =
100%
ONSITE IMPERVIOUS: 29,330 SF
(23.88%)
OFFSITE IMPERVIOUS: 521 SF
TOTAL IMPERVIOUS: 29,851 SF
6. PARKING SPACES REQUIRED: 27
(3 DOCTORS X 4 + 15 EMPLOYEES, INCLUDING DOCTORS) = 27
PARKING SPACES PROVIDED: 29
HANDICAPPED SPACES: 2
7. LANDSCAPING MUST BE INSTALLED AS SHOWN ON
THIS PLAN. CHANGES MUST BE APPROVED BY THE
ELIZABETH CITY PLANNING DEPARTMENT PRIOR TO
INSTALLATION.
LANDSCAPING REQUIREMENTS:
CANOPY TREES:
1 CANOPY TREE FOR EVERY 2,000 SF TOTAL VEHICULAR SURFACE AREA.
19,980 SF/2,000 SF = 9.99 CANOPY TREES REQUIRED
+ 1 CANOPY TREE FOR EACH 10 PARKING SPACES.
= 2.9 CANOPY TREES
TOTAL CANOPY TREES REQUIRED: 12.89
CANOPY TREES PROVIDED = 17
SHRUBS:
1 SHRUB PER 500 SF OF TOTAL VEHICULAR SURFACE AREA.
19.980 SF/500 SF = 39.96 SHRUBS REQUIRED
SHRUBS PROVIDED = 105
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS SHALL BE
MULCHED AND REMAINING AREAS SHALL BE GRASS GROUND COVER
LANDSCAPE BUFFERYARD REQUIREMENTS:
450.21' FRONTAGE - 40' DRIVEWAYS = 410.21
410.21 / 50 = 8.2 REQUIRED TREES
10 PROVIDED
410.21 / 5 = 82 REQUIRED SHRUBS
90 PROVIDED
NOTE: BUFFERYARD TREES HAVE BEEN UTILIZED AS SHADE TREES FOR VEHICULAR AREA
B. THIS SITE IS LOCATED IN FLOOD ZONE X AND AE(8.5') AS SHOWN ON F.I.R.M. PANEL
3720891300J DATED 10/05/04.
9. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY INFORMATION
AND EASEMENT INFORMATION WAS OBTAINED SURVEY TITLED "MINOR SUBDIVISION
ASSOCIATED LEASING, LLC" DATED 6/06/06 BY ALBEMARLE & ASSOCIATES, LTD.
10. ALL UTILITY CONNECTIONS SHALL CONFORM TO THE CITY OF ELIZABETH CITY
STANDARDS AND SHALL BE COORDINATED WITH THE CITY OF ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. EXISTING UTILITY CONNECTIONS SHALL BE UTILIZED.
12. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES.
13. ANY FUTURE SIGNS SHALL REQUIRE APPROPRIATE PERMITS.
14. CONTRACTOR SHALL INSPECT AND MAINTAIN AS NEEDED ALL EROSION CONTROL
DEVICES ON A WEEKLY BASIS AND AFTER EACH MAJOR STORM EVENT. FAILURE TO
KEEP EROSION CONTROL DEVICES IN GOOD WORKING ORDER MAY RESULT IN THE
ISSUANCE OF A STOP WORK ORDER.
15. DUMPSTER PADS SHALL BE SCREENED WITH 6' HIGH OPAQUE WALL,
ARCHITECTURALLY COMPATIBLE WITH THE BUILDING. DESIGN TO BE PROVIDED UPON
RECEPT OF ARCHITECTURAL PLANS.
16. CONTRACTOR SHALL WET TAP EXISTING 12" WATER MAIN IN THE PRESENCE
OF THE THE ENGINEER AND A REPRESENTATIVE OF THE ELIZABETH CITY
PUBLIC WORKS DEPARTMENT. CONTACT ELIZABETH CITY PUBLIC WORKS
DEPARTMENT A MINIMUM OF 24 HOURS PRIOR TO CONSTRUCTION
TO COORDINATE INSPECTION.
f
ASSOCIATED LE
D.B. 836,
ZONED:
VACA
ASSOCIATED LEASING, LLC.
D.B. 836, PG. 791
ZONED: GB
VACANT
- _ _ _ _ - _ _ _ _ _ -
FRANCIS 0. JACKSON
TAX MAP P89,'ARCEL 26
ZONED: R15
RESIDENTIAL USE
VENTES REALTY
D.B. 667. PG. 807
ZONED: 0&1
� 1-12X6 TAPPING TEE HYMAN
W LF 6" C-900 ��� y _
WATERMAIN \� �' SEE NOTE TAPPING VALVE
7LF
" BEND ��EY
C-90N i rnn f f7
TIDELAND CORP. ET AL.
D.B. 477, PG. 545
ZONED: 0&1
COMMERCIAL USE
LEGEND
BENCHMARK
Q FOUND MONUMENT
9yb PROPOSED FIRE HYDRANT
c� EXISTING UTILITY POLE
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING GRAVEL
EXISTING CONCRETE
BOUNDARY LINE
R/W LINE
PROPERTY EXTENSION
EXISTING DITCH
— 10
EXISTING CONTOUR
❑
EXISTING DROP INLET
0
PROPOSED CURB INLET
EX 12" SS
EXISTING 12" SANITARY SEWER
PROPOSED SANITARY SEWER
-EX 12" WM
EXISTING 12" WATERMAIN (APPROX. LOCATION)
EXISTING WOODS LINE
EXISTING TOP OF BANK
------QHJ-----
EXISTING OVERHEAD UTILITIES
PROPOSED WATERMAIN
OS
PROPOSED SEWER MANHOLE
GRAPHIC SCALE
0 10 20
( IN FEET )
1 inch = 20 fL
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
LANNON'S
ANIMAL
HOSPITAL
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
080277
Drawing #:
080277-SITE
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
12.18.08
Sheet #:
4/7
Scale:
1" = 20'
REVISIONS:
NUM. DATE
DESCRIPTION
SHEET TITLE:
UTILITIES PLAN
SHEET NUMBER:
4

1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. INSTALL STORM DRAINAGE AND THE REMAINING SEDIMENT AND EROSION
CONTROL PROTECTION EXCEPT FOR INFILTRATION BASIN.
4. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
AND DEMOLISH EXISTING BUILDING
5. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES WITHIN
21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND,
A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION
OF CONSTRUCTION OR DEVELOPMENT
6. REMOVE SEDIMENT FROM CURB INLETS AND CONSTRUCT INFILTRATION BASIN
7. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
8. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
A. NCDOT /5 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPORESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
TYPICAL DITCH OR SWALE
NTS
1. FILTER STRIPS SHALL BE EXCAVATED AND SODDED WITH BERMUDA GRASS SOD (SHADE TOLERANT).
2. LEVEL SPREADER SHALL BE INSTALLED LEVEL.
1 UPON COMPLETION OF CONSTRUCTION, ANY ERODED AREAS IN THE FILTER STRIP SHALL BE REPAIRED.
4. FILTER FABRIC SHALL BE CONTECH C200 SLIT FILM WOVEN OR APPROVED EQUAL
35' FILTER STRIP
3• LAYER OF
#57 STONE
ATOP 3' STRIP
OF FILTER FABRIC
SPREADER
•SEE DETAIL
SPREADER LIP
7.0
V.=6.75
LEVEL SPREADER BYPASS
NTS
CONSTRUCTION
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM
OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WARE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH. FASTEN THE WARE REINFORCEMENT, THEN THE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8
FEET APART. SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A
MINIMUM OF 24 INCHES.
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH AND A 6 MONTH UV PROTECTION RATING.
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND
COMPACT. THOROUGH PA TI COMPACTION ON OF THE BACKFILLI T I S CRITICAL A C L O SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES
PERMIT/BID DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
6" X 32" WIRE FENCE
FILTER FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
FLOW
UPSLOPE
8" MINIMUM
8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
UV PROTECTION
STEEL FENCE POST
5' - 0.85 LB. FT. T-TYPE
4" MINIMUM
SILT FENCE DETAIL
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALLPR BE PROVIDED ON ALL AREAS OF THE IT WHICH ARE R
S E WHC E 0
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS (SEE SCHEDULE BELOW) WITHIN 30
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS,
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS. AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LF/ACRE)
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1-SEPT. 30 SFPT_ 1-OCT. 31
4 - y5 BAR
(CONTINUOUS)
3000
CONC
SEEDING SCHEDULE
LEVEL SPREADER
NTS
NTS
STEEL POST
SEEDBED PREPARATION
I �$ MA1c
24'
MAX. HEIGHT
10
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3.000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1.000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK W^T!' BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SECTION
SEEDING & MULCHING
TOP
LAYER OF /5 -
WASHED STONE
TOP OF DITCH BANK 12" THICK
-
BOTTOM OF DITCH
PROFILE `CLASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
TO 1/3 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
NTS
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2-INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT /57 WASHED STONE IS
RECOMMENDED.
GRAVEL FILTER - NCDOT
/57 WASHED STONE
CONCRETE BLOCK
- `•`�' -2:1 SLOPE
(TYP)
IQ Q a
PLAN VIEW
HARDWARE CLOTH - GEOTEX 2130
OR APPROVED EQUAL
TO BE PLACED 6. OUTSIDE THE
BOUNDARIES OF DRAINAGE BLOCK.
2" DEWATERING
TEMPORARY SEDIMENT POOL
' ..
GRAVEL FILTER - NCDOT
/57 WASHED STONE
a>.
12-14'
27
...:....::
.. ' 16?4.
SZOp
T.
.�
-I I I I- I I I I � III
I
''
-III -III -I I I-
;Ill�i�ll� �IIIIIIII;
INLET WITH GRATE
SECTION VIEW
BLOCK AND GRAVEL INLET PROTECTION
SPREADER
NTS
PLAN VIEW
7
6.0
1,490 SF ® BOTTOM
ELEVATION 5.0
PROFILE VIEW
EARTHEN BERM LEVEL
rSPREADER
ELEV.=6.50
/
SEDIMENTATION
�REMOVAL AT
ELEV. 5.50
BOTTOM=5.0
6" SCH 40 PVC
WITH PVC CAP
(DRILL HOLE
THROUGH CAP)
INFILTRATION BASIN DETAIL
NTS
EX. GRADE
t8.50
CLEAN SAND
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
y�
.0/c 1
9,y
•lots .....
•e.
LANNON'S
ANIMAL
HOSPITAL
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #: 080277
Drawing #: 080277-SITE
Drawn: SMM
Checked: KDH
Approved: SCR
Date: 12,18.08
Sheet #: 5/7
Scale: N/A
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
DETAILS
SHEET NUMBER:
5

STANDARD HANDICAPPED PARKING SIGN(TYPICAL)
PROVIDE FLARED SIDES TO BE INSTALLED AT REQUIRED HEIGHT AND
® 1:10 MAX. SLOPE DIMENSIONAL RELATIONSHIP TO PARKING STALL.
OR HANDRAILS
HANDICAPPED PARKING STALL
10' RAMP —FACE OF 6" CURB
1:20 SLOPE AS DIM'D.
ON
SITEPLAN—PLAN
PARKING STALL PAVEMENT MARKINGS (TYP.)
5.0 FT. WHEELCHAIR ACCESS AISLE/RAMP
5'1 11
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
a
MY CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84• WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDIC&RELATED DIET/�IS WALKWAY
NTS
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
R
CONCRETE SIDEWALK DETAIL
NTS
DROP INLET FRAME AND GRATE
4" THICK 3000 PSI
CONCRETE
4"
CONCRETE APRON FOR DROP INLET
NTS
6'
/-2' /5 RE —BAR
5"
PRECAST PARKING BLOCK
NTS
4" THICK 5' WIDE 2500 PSI CONCRETE SIDEWALK
SLOPE 1/4" PER FOOT x
9"
4.
y
4
2"TYPE SF 9.5A ASPHALT
ez
6" ABC STONE BASE
COMPACTED EARTH
R
CONCRETE SIDEWALK DETAIL
NTS
STREET TYPICAL SECTION
NTS
SURFACE: 2" TYPE SF 9.5A ASPHALT
BASE: 6" ABC STONE
AS SHOWN ON PLANS
DRIVEWAY
EXISTING CURB
EXISTING GUTTER 1/2" EXPANSION
Q d JOINT
d d
O
A.
EXISTING ASPHALT PAVEMENT
STANDARD DRIVEWAY TURNOUT
NTS
CURB & GUTTER DETAIL PER NCDOT
ROADWAY STANDARD DRAWING N 846.01
6"
3"R
2" TYPE SF 9.5A ASPHALT MIX
�—
3 R ..
12"
4
4
30"
6" ABC STONE
CURB & GUTTER DETAIL
NTS
CLASS 8 EROSION CONTROL STONE
STONE DEPTH = 24• �. TOP OF BANK
I Ia414 410 NI
J _
y 1 W y 4 4Oy 0 0
PIPE I o N ~
a
y y y � W
5
/y���f y 4 J
l �`U lOy 0
TOP OFIBANK
DITCH BOTTOM
EROSION CONTROL STONE
EPTH TO FLUSH WITH
OF DITCH
.. NOVEN GEOTEXTILE FABRIC
GEOTEX 801 OR APPROVED EQUAL
ROCK ENERGY DISSIPATER
NTS
6"
COMPACTED SUBGRADE
6"
1/2" RADIUS
6x6x14'1pWWF
6" THICK CONCRETE SLAB
DUMPSTER PAD DETAIL
NTS
PERMIT/BID DRAWING ONLY
NOT RELEASED FOR CONSTRUCTION
4"
2" RAD.
66y"
e4 L
2" TYPE SF 9.5 A ASPHALT
18"
6" ABC STONE BASE
6"�
6" STAND UP CURB DETAIL
NTS
L
12"
CURB
FROM
EDP
PLAN VIEW
SECTION VIEW
STORMWATER FLUME - TYPICAL
NTS
150 US Hwy 158 E.
PO Box 339
Camden, NC 27921
[phone]
[phone] fax
www.hymanrobey.com
! LAIL p'
ejeeen a ue�P
LANNON'S
ANIMAL
HOSPITAL
ELIZABETH CITY
PASQUOTANK COUNTY
NORTH CAROLINA
KEY PLAN:
Project #:
080277
Drawing #:
080277-SITE
Drawn:
SMM
Checked:
KDH
Approved:
SCR
Date:
12.18.08
Sheet #:
6/7
Scale:
N/A
REVISIONS:
NUM. DATE DESCRIPTION
SHEET TITLE:
DETAILS
SHEET NUMBER:
6