57-16 City of Elizabeth City Oversized Plan

NORTH
ROAD ST.
158 ELIZABETH ST
N. WATER
ST.
WEST
..................
u!A!N ST, EAST MAIN ST.
........... .....
PASQtJOTANK .. -
!NER-
SOUTH
AD ST. NRI�GNAUS
.. ................ ..
ST.
RrVERS/pE
BUSS. WATER
ST.
VICINITY
MAP
N TS
SITE DATA:
1. OWNER: CITY OF ELIZABETH CITY
P.O. BOX 347
ELIZABETH CITY, NC 27909
DEVELOPER: CITY OF ELIZABETH CITY PARKS & RECREATION
BOBBI WHITE
200 EAST WARD STREET
ELIZABETH CITY, NC 27909
252-335-1424
2. SITE INFORMATION: PIN # 892305080283
D.B. 1208, PG. 725
TAX MAPAOT:16-C-3
SITE AREA: 24,659 SF = 0.56 AC.
ZONING: 1-2 - INDUSTRIAL
CS - CENTRAL BUSINESS
ADDRESS: 708 RIVERSIDE AVENUE
EXISTING USE: VACANT
PROPOSED USE: RECREATIONAL PARK
(BUILDING WILL BE USED FOR OFFICE AND STORAGE
FOR RENTAL OF CANOES AND KAYAKS)
3. MINIMUM BUILDING SETBACKS:
I-2 OZ NING
FRONT PROPERTY LINE = 40'
SIDE PROPERTY LINE = 15'
REAR PROPERTY LINE = 15'
Q ZONING
FRONT PROPERTY LINE = 0'
SIDE PROPERTY LINE = 0'
REAR PROPERTY LINE = 0'
4. PARKING REQUIREMENTS:
0.5 SPACES PER BOAT SLIP AND RENTAL CANOE/KAYAK @ 10 BOATS SLIPS AND 4
EACH CANOE AND KAYAK = 9
SPACES PROVIDED = 10 (INCLUDING 1 ADA)
5. SITE IS LOCATED IN FLOOD ZONES SHADED "AE" (ELEV 5) AS SHOWN ON F.I.R.M. PANEL
3720892300J, DATED OCTOBER 05, 2004.
6. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN FROM UNRECORDED
PLAT ENTITLED "SURVEY FOR THE CITY OF ELIZABETH CITY 702 & 708 RIVERSIDE
AVENUE," PREPARED BY HYMAN & ROBEY, PC; DATED OCTOBER 9, 2013,
7. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 24,659 SF = 0.56 AC. (BY BOUNDARY SURVEY)
25,065 SF = 0.57 AC. (BASED ON TOPOGRAPHIC SURVEY OF SITE SHORELINE)
EXISTING:
BUILDING 3,812 SF = 0.09 AC
BUILDINGS RECENTLY DEMOLISHED: 4,097 SF = 0.09 AC
GRAVEL: 1,080 SF = 0.02 AC
TOTAL C 8,989 SF = 0.20 AC
RESULTING:
BUILDING: 3,812 SF = 0.09 AC
ASPHALT: 5,638 SF = 0.13 AC
CONCRETE: 682 SF = 0.02 AC
TOTAL CO A : 10.132 4 A
9. LANDSCAPING REQUIREMENTS:
LANDSCAPING WITHIN PARKING LOT
VEHICULAR SURFACE AREA:
TOTAL VEHICULAR SURFACE AREA = 5,638 SF
REQ'D SHADING = 1 CANOPY TREE EVERY 2,000 SF
1 SHRUB EVERY 500 SF
5638/2000 = 3 CANOPY TREES REQ'D
5638/500 = 11 SHRUBS RECORD
LANDSCAPE ISLANDS: 1 ISLAND AND 1 CANOPY TREE PER EVERY
10 PARKING SPACES
12 SPACES/10 = 1 ISLANDS REQ'D
TOTAL LANDSCAPING REQUIRED WITHIN PARKING LOT
TOTAL TREES REQUIRED = 4
TOTAL TREES PROVIDED = 4
TOTAL SHRUBS REQUIRED = 11
TOTAL SHRUBS PROVIDED = 12
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES MUST BE
APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE NCDOT RIGHT-OF-WAY,
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION,
11. 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.
12. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY MATERIAL
REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
13. DISTURBED LAND AREA WILL NOT EXCEED 0.52 ACRE.
14. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS PROHIBITED.
15. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING
& COMMUNITY DEVELOPMENT,
16. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE SCREENED.
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EX. SHORELINE
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f SETBACK I I
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I , ' CS EXISTING I I I
i o' -6 B ELECTRIC ICI
LINE TABLE
LINE
BEARING
DISTANCE
L1
N10' 18' 30"E
14.70
L2
S70' 34' 12"E
23.12
L3
N29' 32' 11"E
5.99
L4
S70' 00' 44"E
35.27
L5
S61' 52' 50"E
21.53
L6
N28' 38' 16"E
20.37
L7
N39' 39' 37"W
16.02
L8
N26' 21' 55"E
4.84
L9
N53' 46' 41"E
6.86
L10
N77' 15' 03"E
9.51
L11
S82' 25' 10"E
11,32
L12
N12' 17' 52"E
6.37
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I
EX. 1.0' DIA.
6 EX. =BOATHOUSE, I =0)� I _ / TREE TRUNK
(PREVIOUSLY REMOVED FROM SITE)
EX. 1.5' DIA.
I \
I I _ - - ` EX. 10 4 TREE TRUNK
-H \
Li
x ROLL -UP DOOR
_6 I d I EXISTING BUILDING LEGEND
3,750 SF
iv I FFE = 2.10 \
I \ 28.06 EX. LIGHT POLE BASE " x 6" POST
TO BE RELOCATED -EX. 6
- - - - - - - I
I , I BENCH MARK
EX, DOUBLE 3' DOOR I \ . BUILDING I 45.00' 1 I EXISTING BUILDING I
j I I
� (PREVIOUSLY� I I EX. 1.5' DIA. TREE TRUNK i PROPERTY LINE
I I REMOVED FROM rz M , I EX. 3' DOOR SITE) I ( ADJACENT PR PERTY LINE
r" N k
r I j _- _ _ _ 2 _ ___ ___._ .-- EXISTING CONTOUR
=W W W-\� I WAREHOUSE CONCRETE PAD - - RIGHT OF WAY
{ --
2 26 56"W 6 I� . (PREVIOUSLY REMOVED FROM SITE)
--ZONE: I-2 0.02 ZO Zd \ I 1 \
NF: \NE I ZONING DELINEATION
_ I I I
ZONE: CENTRAL BUSINESS �-
/� LLz - -
S82' 26' S6'E 65.58' --- ENT 2 ` " CENTERLINE ROAD
RqC \ � I I O
l - 5 - - I -- - - - - EXISTING TOP F BANK
\� s8r 2s' 38"E ) � I s'NEss�. I �` � � �
47.51' SEr�ACK - - ` - + - -- - - ---- EXISTING TOE OF SLOPE
LAT I I N73` 34' 45"1�/ EXISTING SHORELINE
EX. SERAL/� I - - - - - -
„ I� % F_ 49.20' EX 1.0' DIA.
i` TREE TRUNK
I I � - � a � EXISTING BULKHEAD
- 14.0'- - - 1 I I Q C-)
I -------WW EXISTING WATERLINE
STORAGE o, I I �rlm EXISTING GRAVITY SEWER
C4 N
(PREVIOUSLY REMOVEDIII PIP
FROM SITE)- J ALICE M N/F
I I j EXISTING STORM E
CHAIN BARRIER
- - - - ' D.B. 721, PG. 71F: I APPROXIMATE LOCATION EXISTING
/ Z � I � COLLEGE OF THE ALBEMARLE v V
` 30 26' l ZONE: GB (GENERAL BU':'•-SS) / WATER SERVICE LATERAL
1 I -0 I � D.B. 109, PG. 491 3
/ c+ o ZONE: 0&I (OFFICE &INSTITUTIONAL) CHE EXISTING OVERHEAD ELECTRIC
} N/F I = / o ILIt CO �f h s 10-, EXISTING UTILITY POLE
CITY OF ELIZABETH CITY / 4A I
D.B- 1208, PG. 722 I m
I I i OFFICE EXISTING LIGHT POLE BASE
Z ZONE: CB (CENTRAL BUSINESS) I m N/F
(PREVIOUSLY o COLLEGE OF THE ALBEMARLE EXISTING LIGHT POLE
REMOVED FROM rn D.B. 799, PG. 164 0
LA��II SITE) I ZONE: CB (CENTRAL BUSINESS) �M -- EXISTING GUY WIRE
v / I 3 `� ® EXISTING WATER METER
I / jcV f M WV
C-) ` BOATHOUSE/tub I / N
(PREVIOUSLY 2 t - ��/ I / I ib (q�� EXISTING WATER VALVE
p_ (PRE -j I `r I W
30 b REMOVED FROM SITE) R i I / I f �r EXISTING ! a ` y� EXISTING FIRE HYDRANT
rCi o' ` 2 / I <n ELECTRIC j EXISTING SIGN - EXISTING SIGN
� ` / I / EX. 18" CMP BOX I C 0 EXISTING POST
e. ,
C-) / INV IN = -0.45 _ I
INV OUT = UNKNOWN / - J - __X. 24A _= 8" DI SS
�► , I / - _ / EX. SWMH
_, _ _ - RIM = 2.83 - - NV. Q -1.3 $ EXISTING SEWER CLEAN -OUT
� r
`� �� J EX. 19 LF 12" DI SS INV = -0.41 9 G EXISTING SEWER MANHOLE
NV. IN = -1.43 EXISTING STORMWATER MANH
- I / / INV. OUT = =1.41 fl ' �- - 50-00 _ - - _-- S7_9 g6'..35"E _ 32.18' - - 0
4 r _/ -
----_ _._ - --- EX, 4'
-ice _�--- -_ - -
/ - - - EX 4' SIDEWALK-OHE
N80' 3 ' 3 3 � EXISTING SHRUB
S _ -
- -
- EX. 8 LF 8" CMP -
g' �!� �/ EX. 5' SIDE A --- .. �- = - - - - EXISTING TREE
' WALK --_ INV. IN 0.33 - - - - - - - - - - -
_ -- -- -_� _.--'- ` -_ --- `- INV. OUT - 0.41 � ,
........
- I - - - - - - 3 - - - - - - - - EXISTING PAVEMENT
_._._ I -------- C
,- � � -�- EX. SMH � - - - t- - - - -
97.02' - RIM = 2.98 I 2 - -- - -
�- 20' S2»W INV = -C.78 BENCH"RK SAW -CUT AND REMOVE C EXISTING CONCRETE
589�_ MA NAIL CURB & GUTTER, AND
Q EL EV 2.02F' SIDEWALK - - - EXISTING GRAVEL
EX. CONFLICT STRUCTURE wv wv W - - - - - - -- EXISTING RIP -RAP
RIM - 2.52 _ 3 W W -- -� -W-
U / INV = -0.33 _EX. 22 LF 12" RCP-W W ROXIMATE EX. '' WA7ERMAIN
3 W W W INV. IN = -0.29 FEATURE TO BE REMOVED
INV. OUT = -0.36
i
ER = - HE -HE- -OH-
_ EX SWMH
EX. SIDEWALK (WIDTH VARIES) yY�
v = RIM = 2.61
INV= -0.29- - _-----_ (- -
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- EX- 5' - EX. 7 LF 12" RCP i
t
INV. IN = -0.40 -
-°'f INV. OUT = -0.29 r, EXISTING SIGN
5' SIDEWA 5
' EX. SWMH -_ - Il
i
---� RIM = 1.80 Ey 1 C
NV IN FILLED DI
INV OUT = -0.4
GRAPHIC SCALE
0 10 20 40
( IN FEET )
I inch = 20 ft.
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158
ELIZA
N. WATEF
ST
WEST
wiAiN ST.
EAST MAIN
SOUTH
AD ST.
N¢1NGHA
SS-
\ B US
S. WATER
ST.
VICINITY MAP
NTS
SITE DATA:
1. OWNER: CITY OF ELIZABETH CITY
P.O. BOX 347
ELIZABETH CITY, NC 27909
DEVELOPER: CITY OF ELIZABETH CITY PARKS & RECREATION
BOBBI WHITE
200 EAST WARD STREET
ELIZABETH CITY, NC 27909
252-335-1424
2. SITE INFORMATION: PIN # 392305080283
D.B. 1208, PG. 725
TAX MAPAOT:16-C-3
SITE AREA: 24,659 SF = 0.56 AC.
ZONING: 1-2 - INDUSTRIAL
CB - CENTRAL BUSINESS
ADDRESS: 708 RIVERSIDE AVENUE
EXISTING USE: VACANT
PROPOSED USE: RECREATIONAL PARK
(BUILDING WILL BE USED FOR OFFICE AND STORAGE
FOR RENTAL OF CANOES AND KAYAKS)
3. MINIMUM BUILDING SETBACKS:
I-2
FRONT PROPERTY LINE = 40'
SIDE PROPERTY LINE = 15'
REAR PROPERTY LINE = 15'
CB Z NiNG
FRONT PROPERTY LINE = 0'
SIDE PROPERTY LINE = 0'
REAR PROPERTY LINE = 0'
4. PARKING REQUIREMENTS:
0.5 SPACES PER BOAT SLIP AND RENTAL CANOE/KAYAK @ 10 BOATS SLIPS AND 4
EACH CANOE AND KAYAK = 9
SPACES PROVIDED = 10 (INCLUDING 1 ADA)
5. SITE IS LOCATED IN FLOOD ZONES SHADED "AE" (ELEV 5) AS SHOWN ON F.I.R.M. PANEL
3720892300J, DATED OCTOBER 05, 2004,
6. THIS IS NOT A BOUNDARY SURVEY, BOUNDARY LIMITS SHOWN TAKEN FROM UNRECORDED
PLAT ENTITLED "SURVEY FOR THE CITY OF ELIZABETH CITY 702 & 708 RIVERSIDE
AVENUE," PREPARED BY HYMAN & ROBEY, PC; DATED OCTOBER 9, 2013.
7. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 24,659 SF = 0.56 AG: (BY BOUNDARY SURVEY)
25,065 SF = 0.57 A6, (BASED ON TOPOGRAPHIC SURVEY OF SITE SHORELINE)
EXISTING:
BUILDING 3,812 SF = 0.09 AC
BUILDINGS RECENTLY DEMOL15;HED: 4,097 SF = 0.09 AC
GRAVEL: 1,080 SF = 0.02 AC
TOTAL C RA E: 8,989 SF = 0.20 AC
RESULTING:
BUILDING: 3,812 SF= 0.09 AC
ASPHALT: 5,638 SF = 0,13 AC
CONCRETE: 682 S= = 0.02 AC
TOTAL OVERAGE: 10,132 Sr = 0.24 AC
9. LANDSCAPING REQUIREMENTS:
LANDSCAPING WITHIN PARKING LOT
VEHICULAR SURFACE AREA:
TOTAL VEHICULAR SURFACE AREA = 5,638 SF
REQ'D SHADING = 1 CANOPY TREE EVERY 2,000 SF
1 SHRUB EVERY 500 SF
5638/2000 = 3 CANOPY TREES REQ'D
5638/500 = 11 SHRUBS REQ'D
LANDSCAPE ISLANDS: 1 ISLAND AND 1 CANOPY TREE PER EVERY
10 PARKING SPACES
12 SPACES/10 = 1 ISLANDS REQ'D
TOTAL LANDSCAPING REQUIRED WITHIN PARKING LOT
TOTAL TREES REQUIRED = 4
TOTAL TREES PROVIDED = 4
TOTAL SHRUBS REQUIRED = 11
TOTAL SHRUBS PROVIDED = 12
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES MUST BE
APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE NCDOT RIGHT-OF-WAY.
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION.
11. 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.
12. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY MATERIAL
REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
13. DISTURBED LAND AREA WILL NOT EXCEED 0.52 ACRE.
14. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS PROHIBITED.
15. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING
& COMMUNITY DEVELOPMENT.
16. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE SCREENED.
"NO SEWER DISCHARGE"
1 SIGN
-L 68.00'
o u �_ 60.00'
Y ... _
Co
30.00, --►�
e e
BOAT SLIPS ° e
6 @ 12' x 30'
4 CAD 11' x 25 o
0
0
TIE PILINGS Q
0
(TYP) m o
a `� o
e 3 jj Sri
1 ° °
O 00
0
25.00'
{ o
0
a
PROPOSED BULKHEAD
o ° TOP ELEV = t1.50
12' x 6" HINGED PIER
CONNECTION
6' WIDE BOARDWALK
PROPOSED 12' X 16' FLOATING
CANOE/KAYAK LAUNCH
PROPOSED -
SO' x 6' 30' SHORELINE - -
FLOATING DOCK E - SETBACK
EXISTING
ELECTRIC
BOLLARDS BOX
►►
►
t
► 1
►
EXISTING 3' x 125' PIER
►
► ►
►
►
►
1
t
►
I
t 75'
0
O ' ( / I s EX. 1.0' DIA.
Co 10 �. ; =f STAND-UP TREE TRUNK
CURB
24.00' \
0 ' Ln
1 EX. 10' a EX. 1.5' DIA. \
(-\ROLL-UP DOOR O 9' oy 8.00' TREE TRUNK
EXISTING BUILDING ■
I FFE = 2.10 3,750 SF EX. 6" x 6" POST
i _ ■
VAN-ACESABLE 9.00 (TYP)
EX. DOUBLE 3' DOOR ADA HANDICAP PRECAST I EXISTING BUILDING
SIGN LOCATION, \ 19 00' PARKING BLOCK EX. 1.5' DIA. TREE TRUNK
EX. 3' DOOR (TYP) (TYP)
L_.._
v 5.00' EX. 11.5' x 16.5'
3.00'CONCRETE PAD
ZONE: f-
BONE. STAND-UP;
ZONE: CENTRAL BUSINESS _-
_� BIKE RACK , FNTRgl.\ CURB � J
S75 AEC
ErBACK
J EX 1.0' DIA. I- -----
TREE TRUNK
BASRELOE LOCATION
CATED HT I
rn
cn
N /F
ALICE M. REDDING
D.B. 721, PG. 718 j' 1 I COLLEGE OF THE ALBEMARLE
I ZONE: GB (GENERAL BUSINESS) / D.B. 109, PG. 491
ZONE: 0&1 (OFFICE & INSTITUTIONAL)
N /F
}} CITY OF ELIZABETH CITY _ /
D.B. 1208, PG. 722 /
ZONE: CB (CENTRAL BUSINESS) I f ' N/F
r i COLLEGE OF THE ALBEMARLE
D.B. 799, PG. 164
ZONE: CB (CENTRAL BUSINESS)
�
4 EXISTING
ELECTRIC EXISTING SIGN
/ 10' ' x 70SITE TRIANGLE j
1 ( ,f BOX
STOP SIGN �.
1 _o
--
.... .. .-_--- - - ----__SIDEWALK
EX-- - _ -r
4' HF------OH _
SOEW -- -
(c ® ±750 LF TO CENTERLINE"
-- % INTERSECTION OF RIVERSIDE AVE.
BENCHMARK AND MORGAN ST.
MA� NAIL - -
-� ELE j - 2.02 a -
yW�V
wV
?0- - --� - - HE HE_ C
Cl EX. SIDEWALK (WIDTH VARIES) - - - -
JV __---- _1-
_ -
� � PEP - - - - -
��, -
�,w� `- = - FX 5 SIDE NALK
EXISTING SIGN
LINE `ABLE
LINE
BEAR NG
DISTANCE
Ll
N10' 18' 30'E
14.70
L2
S70' 34' 12"E
23.12
L3
N29' 32' 11"E
5.99
L4
S70' 00' 44"E
35.27
L5
S61' 52' 50-E
21.53
L6
N28' 38' 16"E
20.37
L7
N39' 39' 37'W
16.02
L8
N26' 21' 55"E
4.84
L9
N53' 46' 41-E
I5.86
L10
N77' 15' 03'E
9.51
L11
S82' 25' 10'E
11.32
L12
N12' 17' 52'E
6.37
Received
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LEGEND
BENCH MARK
PROPERTY LINE
-
ADJACENT PROPERTY LINE
- -
RIGHT OF WAY
ZONING DELINEATION
-
CENTERLINE OF ROAD
----- -- -
---
EXISTING TOP OF BANK
---- - - -----
- - --
EXISTING TOE OF SLOPE
EXISTING SHORELINE
PROPOSED BULKHEAD
EXISTING CHAIN BARRIER
----OHE
EXISTING OVERHEAD ELECTRIC
EXISTING UTILITY POLE
EXISTING LIGHT POLE
PROPOSED LIGHT POLE
r--
EXISTING GUY WIRE
®
EXISTING WATER METER
WV
x
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
�-
EXISTING SIGN
n
PROPOSED SIGN
o
EXISTING POST
S�0
EXISTING SEWER CLEAN -OUT
(S
EXISTING SEWER MANHOLE
�D
EXISTING STORMWATER MANHOLE
8
PROPOSED TRASH RECEPTACLE
■
PROPOSED DROP INLET
EXISTING SHRUB
EXISTING TREE
F-
E
EXISTING PAVEMENT
PROPOSED PAVEMENT
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING GRAVEL
EXISTING RIP -RAP
PROPOSED RIP -RAP
rr
PROPOSED WOODEN STRUCTURE
LANDSCAPING LEGEND
OCTOBER GLORY RED MAPLE (4 Req'd)
(Acer rebrum)
CANOPY TREES TO BE A MINIMUM OF 8' IN
HEIGHT WITH A MINIMUM CALIPER OF 2" AT TIME
OF PLANTING (MEASURED 6" ABOVE GRADE).
SWEETSPIRE - LITTLE HENRY (12 Req'd)
(Itea virginica)
SHRUBS TO BE A MINIMUM OF 18" IN
HEIGHT / 3 GALLON SIZE.
MAINTAIN 2 FT CLEARANCE FROM EDGE OF
PAVEMENT TO NEAREST SIDE OF SHRUBS (DUE TO
POSSIBLE VEHICLE OR PEDESTRIAN ENCROACHMENT).
INSTALL PLANTS SUCH THAT 3' CLEARANCE WILL BE
MAINTAINED BETWEEN MATURE PLANTS AND ELECTRICAL
TRANSFORMERS AND FIRE HYDRANTS.
A MINIMUM OF 3" DEPTH FOR MULCH IS REQUIRED
AROUND TREES, SHRUBS, AND IN PLANTER ISLANDS.
GRAPHIC SCALE
0 10 20 40
I
( IN FEET )
1 inch = 20 ft.
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SOUTH
4D ST.
158
J NORTH
ROAD ST
- 17ABETH ST.
N. WATER
ST. �.l
BUS ( S. WATER
17 ST.
VICINITY MAP
NTS
SITE DATA:
1. OWNER: CITY OF ELIZABETH CITY
P,O. BOX 347
ELIZABETH CITY, NO 27909
DEVELOPER: CITY OF ELIZABETH CITY PARKS & RECREATION
BOBBI WHITE
200 EAST WARD STREET
ELIZABETH CITY, NO 27909
252-335-1424
2. SITE INFORMATION: PIN # 892305080283
D.B. 1208, PG. 725
TAX MAP/LOT:16-C-3
SITE AREA: 24,659 SF = 0.56 AC.
ZONING: 1-2 - INDUSTRIAL
CB - CENTRAL BUSINESS
ADDRESS: 708 RIVERSIDE AVENUE
EXISTING USE: VACANT
PROPOSED USE: RECREATIONAL PARK
(BUILDING WILL BE USED FOR OFFICE AND STORAGE
FOR RENTAL OF CANOES AND KAYAKS)
1 MINIMUM BUILDING SETBACKS:
1-2 ZONING
FRONT PROPERTY LINE = 40'
SIDE PROPERTY LINE = 15'
REAR PROPERTY LINE = 15'
CB ZONING
FRONT PROPERTY LINE = 0'
SIDE PROPERTY LINE = 0'
REAR PROPERTY LINE = 0'
4. PARKING REQUIREMENTS:
0.5 SPACES PER BOAT SLIP AND RENTAL CANOE/KAYAK ® 10 BOATS SLIPS AND 4
EACH CANOE AND KAYAK = 9
SPACES PROVIDED = 10 (INCLUDING 1 ADA)
5. SITE IS LOCATED IN FLOOD ZONES SHADED "AE" (ELEV 5) AS SHOWN ON F.I.R.M. PANEL
3720892300J, DATED OCTOBER 05, 2004.
6. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY LIMITS SHOWN TAKEN FROM UNRECORDED
PLAT ENTITLED "SURVEY FOR THE CITY OF ELIZABETH CITY 702 & 708 RIVERSIDE
AVENUE," PREPARED BY HYMAN & ROBEY, PC; DATED OCTOBER 9, 2013.
7. THERE ARE NO WETLANDS WITHIN THE PROJECT LIMITS.
8. SITE COVERAGE CALCULATIONS:
SITE AREA: 24,659 SF = 0.56 AC. (BY BOUNDARY SURVEY)
25,065 SF = 0.57 AC. (BASED ON TOPOGRAPHIC SURVEY OF SITE SHORELINE)
EXISTING:
BUILDING 3,812 SF = 0.09 AC
BUILDINGS RECENTLY DEMOLISHED: 4,097 SF = 0.09 AC
GRAVEL: 1,080 SF = 0.02 AC
TOTAL CO AG 8,989 SF = 0.2 A
RESULTING:
BUILDING: 3,812 SF= 0.09 AC
ASPHALT: 5,638 SF = 0.13 AC
CONCRETE: 682 SF = 0.02 AC
TOTAL COVERAGE: 10,132 SF = 0.24 AC
9. LANDSCAPING REQUIREMENTS:
LANDSCAPING WITHIN PARKING LOT
VEHICULAR SURFACE AREA:
TOTAL VEHICULAR SURFACE AREA = 5,638 SF
REQ'D SHADING = 1 CANOPY TREE EVERY 2,000 SF
1 SHRUB EVERY 500 SF
5638/2000 = 3 CANOPY TREES REQ'D
5638/500 = 11 SHRUBS REQ D
LANDSCAPE ISLANDS: 1 ISLAND AND 1 CANOPY TREE PER EVERY
10 PARKING SPACES
12 SPACES/10 = 1 ISLANDS REQ'D
TOTAL LANDSCAPING REQUIRED WITHIN PARKING LOT
TOTAL TREES REQUIRED = 4
TOTAL TREES PROVIDED = 4
TOTAL SHRUBS REQUIRED = 11
TOTAL SHRUBS PROVIDED = 12
LANDSCAPED AREAS IMMEDIATELY ADJACENT TO SHRUBS
SHALL BE MULCHED AND REMAINING AREAS SHALL BE
GRASS GROUND COVER. ALL OTHER OPEN AREAS SHALL
BE SEEDED OR SOD AND STABILIZED PER THE SEEDING SCHEDULE.
LANDSCAPING MUST BE INSTALLED AS SHOWN ON THIS PLAN. CHANGES MUST BE
APPROVED BY THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING & COMMUNITY
DEVELOPMENT PRIOR TO INSTALLATION.
REQUIRED LANDSCAPING SHALL NOT BE PLANTED IN THE NCDOT RIGHT-OF-WAY.
10. SIGNAGE MUST BE APPROVED AND PERMIT ISSUED BY THE CITY OF ELIZABETH CITY
DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT PRIOR TO INSTALLATION.
11. 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.
12. ANY FILL BROUGHT ON SITE SHALL BE FROM AN APPROVED SITE/MINE. ANY MATERIAL
REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A SINGLE APPROVED LOCATION.
13. DISTURBED LAND AREA WILL NOT EXCEED 0.52 ACRE.
14. OFF -SITE PARKING, LOADING AND UNLOADING IN RIGHT OF WAY IS PROHIBITED.
15. NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES,
ETC. SHALL BE ERECTED ON THIS SITE WITHOUT PRIOR APPROVAL
FROM THE CITY OF ELIZABETH CITY DEPARTMENT OF PLANNING
& COMMUNITY DEVELOPMENT.
16. ALL STORAGE BINS, TRASH RECEPTACLES, AND RECYCLE CONTAINERS SHALL BE SCREENED.
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CONNECTION
00
+._. PROPOSED 12 X 16' FLOATING I I TOP OF RIPRAP
CANOE/kAYAk LAUNCH 2
- I ELEV = 2.50
30' SNORELN-E
(- `SETBACK
'61
�-- ���•,� r ` EXISTING r -
f ELECTRIC I I
1.70 ]* j ` Box
2
-7 1 9 .25 2.25
2.20 EX. 1.0' DIA.
- - _ TREE TRUNK
38 LF 8" CPP �\
' INV. IN = 0.05
.15 INV. OUT = 0.00 i
+I (_ EX. 10' DROP INLET EX. 1.5' DIA. \'
ROLL -UP DOOR % RIM = 1.90 TREE TRUNK \
-6 + EXISTING BUILDING INV = -0.10 _\ \
FFE = 2.10
3,750 SF a EX. 6" x.6" POST r
DROP INLET Lo a
EX. DOUBLE 3' DOOR o RIM = 1.70 v EXISTING BU
-INV = -0.30 3 EX. 1.5' DIA. TREE TRUNK
y +` - EX. 3' DOOR 035
1. i
E X. 11.5' x 16.5'
-- -
3 �O �- CONCRETE PAD
ONE: {-
ZONE: CENTRAL BUSINESS 3 0 I
6 - �-6
TOP OF RIPRAP
ELEV = 2.50 ` • 2.90 S\ 2.90 7g A I
1
1 * EX 1.0' DIA.
- -�
TREE TRUNK - - - - -
O
rn
/ N/F
ALICE M. REDDING
D.B. 721, PG. 718 I N/F
ZONE: GB (GENERAL BUS••=SS) / COLLEGE OF THE ALBEMA-_=
% D.B. 109, PG. 491
i N/F / / �� 139 LF 10" CPP 1 ZONE: 0&1 (OFFICE & INSTITI
I CITY OF ELIZABETH CITY / 3. 5 3.45 3.65 INV. IN = 0.00 f
D.B. 1208, PG. 722 _ / W -� rn
INV. OUT = -0.30
ZONE: CB (CENTRAL BUSINESS) o N/F
ICOLLEGE OF THE ALBEMARLE
o / D.B. 799, PG. 164
ZONE: CB (CENTRAL BUSINESS)
3. 0
f 2 / t / / EXISTING p
/ 10' x 70' SITE TRIANGLE X. 18" CM t r / 3.10 ELECTRIC I EXISTING SIGN
C) t I I -0.4
�cj! iG BOX
11 / .V OUT - UNKN MATCH EX. EX. SWMH _
RIM = 2.83
/ % 3.00 : .. INV = -0.41
� I
/ MATCH EX......p
R.,:- t 2.95
4 / ...
1 - - - -
- EX. 4' SIDEWALK 3 •HE
S_ - - -- -
-T 8 LF 8" CMP
5' SIDEWALK ___--ININ V. IN = -0.3333
T- INV. OUT = -0.41
CONTRACTOR SHALL TIE 10" CPP
BEMAH�NAIL INTO EXISTING CATCH BASIN 2
ELEV 2.02
EX. CONFLICT STRUCTURE _ ' - wv
E ��
RIM = 2.52 � wv x/ INV = -0.33 EX. 22 LF 12" RCP
3 INV. IN = -0.29
INV. OUT = -0.36
EX. SWMH J � E- HE-- --
-
--OH-
RIM = 2.61 WIDT .EWRLK VARIES)
lO INV --.: = - _ _ - - ----- - - - -
R EX. 5' SIDEWALK I EX. 7 LF 12JT
" RCP 3 G
INV. IN =-0.40.-
INV. OUT = -0.29� S ��
4 EXISTING SIGN
LK
l yy ``
/ = _ SWMH _
=--~ RIM
= 1.80
6 ` INV = -0.40 EX 19 LF 12" RCP
INV IN = FILLED DI
INV OUT = -0.4
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LEGEND
BENCH MARK
PROPERTY LINE
ADJACENT PROPERTY LINE
- ._- -2- ____. _-
__
EXISTING CONTOUR
-
- - -2-
- -
PROPOSED CONTOUR
- -
RIGHT OF WAY
-
CENTERLINE OF ROAD
- -
-
EXISTING TOP OF BANK
- - - -
EXISTING TOE OF SLOPE
• . , .
EXISTING SHORELINE
EXISTING BULKHEAD
EXISTING STORM PIPE
PROPOSED STORM PIPE
X
X
EXISTING CHAIN BARRIER
--OHE
EXISTING OVERHEAD ELECTRIC
EXISTING UTILITY POLE
EXISTING LIGHT POLE BASE
EXISTING LIGHT POLE
EXISTING GUY WIRE
•
EXISTING WATER METER
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EXISTING FIRE HYDRANT
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EXISTING SIGN
EXISTING POST
p
EXISTING SEWER CLEAN -OUT
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EXISTING SEWER MANHOLE
EXISTING STORMWATER MANHOLE
PROPOSED SPOT GRADE
�-
PROPOSED SURFACE FLOW DIRECTION
QI
PROPOSED TRASH RECEPTACLE
■
PROPOSED DROP INLET
EXISTING SHRUB
EXISTING TREE
-
EXISTING PAVEMENT
PROPOSED PAVEMENT
C
EXISTING CONCRETE
PROPOSED CONCRETE
EXISTING GRAVEL
k r OW
EXISTING RIP -RAP
PROPOSED RIP -RAP
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PROPOSED WOODEN STRUCTURE
GRAPHIC SCALE
0 10 20 40
( IN FEET }
I inch = 20 ft.
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PLACE A TOOLED CONTROL JOINT 1" DEEP
WITH 1/8" RADII IN THE SIDEWALK AT t5'
INTERVALS. INTERVALS SHALL BE ADJUSTED
AS NECESSARY SUCH THAT NO SECTION IS
MORE THAN 6' OR LESS THAN 4'.
4"
2" RAD. A 1/2" EXPANSION JOINT WILL BE REQUIRED
AT 30' INTERVALS AND WHERE THE SIDEWALK
JOINS ANY RIGID STRUCTURE, INCLUDING
BUILDINGS, SIDEWALKS, STEPS, ETC.
6"
,a
18" SEE PAVEMENT
°. 0 0°0 0 0°0°0 0°0 SECTION DETAIL
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6"
NTS
2" TYPE SF 9.5A ASPHALT MIX
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12" OFFSITE SELE
CT
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ROW
COMPACTED S UBGRADE
�100% OF ASTM D698
III III
I I-1 I -I III I all �I l �I l ICI
II , IIII� ill �IIIIIEIIII=►II —II•
LIGHT DUTY ASPHALT PAVEMENT
NTS
PROVIDE FLARED SIDES STANDARD HANDICAPPED PARKING SIGN (TYPICAL)
P 1:10 MAX. SLOPE TO BE INSTALLED AT REQUIRED HEIGHT AND
OR HANDRAILS DIMENSIONAL RELATIONSHIP TO PARKING STALL.
HANDICAPPED PARKING STALL
10' RAMP ® —FACE OF 6" CURB
1:20 SLOPE AS DIM'D.
ON
SITE PLAN
PARKING STALL PAVEMENT MARKINGS (TYP.)
8.0 FT. (MIN) WHEELCHAIR ACCESS AISLE/RAMP
8' 8'
MIN MIN
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
MAXIMUM
PENALTY
$250
CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD HANDICAPPED PARKING SIGN
(W/ STANDARD HANDICAPPED SYMBOL)
HANDICAPPED
RELATED DIETAIWALKWAY
NTS
SHOULDER WII
NOTES:
1. SIGN SHALL BE ERECTED WITH THE BOTTOM OF SIGN ASSEMBLY 6 FT.
ABOVE THE EDGE OF THE TRAVEL LANE ON FREEWAYS AND 5 FT, ON
OTHER ROUTES. THE VERTICAL CLEARANCE SHALL BE 7 FT. WHERE
REQUIRED FOR PEDESTRIAN TRAFFIC AND/OR PARKED VEHICLES, OR A
6FT.+, MINIMUM CLEARANCE TO THE SIDEWALK OR WALKING SURFACE.
2. THE VERTICAL DIMENSIONS BETWEEN MOUNTING HOLE CENTERS SHALL BE
30" MAXIMUM. THE VERTICAL AND HORIZONTAL DIMENSIONS BETWEEN
MOUNTING HOLES SHALL BE TO THE WHOLE INCH. SIGN SHALL HAVE A
MINIMUM OF 2 BOLTS PER SUPPORT.
3, BOLT THREADS SHALL BE DEFORMED WITH PUNCH AND CHISEL AFTER
INSTALLATION SUFFICIENTLY TO REDUCE REMOVAL BY VANDALS.
IIGH INTENSITY
E STOP SIGN
N 0 TE:
THIS DETAIL HAS BEEN PROVIDED TO
THE CONTRACTOR TO SHOW BASIC
DIMENSIONS ONLY. REFER TO NCDOT
STANDARD DRAWING 904.50.
STOP SIGN DETAIL
NTS
4" THICK 3500 PSI CONCRETE SIDEWALK (WIDTH PER PLANS)
SLOPE 1/4" PER FOOT
PER PAVEMENT
SECTION DETAIL
FOR USE ADJACENT TO PAVEMENT
PLACE A TOOLED CONTROL JOINT 1" DEEP
A 1/2" EXPANSION JOINT WILL BE REQUIRED
WITH 1/8" RADII IN THE SIDEWALK AT t5'
AT 30' INTERVALS AND WHERE THE SIDEWALK
INTERVALS. INTERVALS SHALL BE ADJUSTED
D INCLUDING
JOINS ANY RIGISTRUCTURE,
AS NECESSARY SUCH THAT NO SECTION IS
BUILDINGS, SIDEWALKS, STEPS, ETC.
MORE THAN 6' OR LESS THAN 4'.
4" THICK 3500 PSI CONCRETE SIDEWALK
(WIDTH PER PLANS)
===>
y SLOPE 1/4" PER FOOT
FOR USE IN GRASS LANDSCAPE AREA
CONCRETE SIDEWALK DETAIL
NTS
SMOOTH CONCRETE DOME
T. 6" O.D. X 7' HEAVY DUTY STEEL BOLLARD
0 GROUT FULL W/ 3000 PSI CONCRETE
a
PAINTED MATTE BLACK.
SURFACE MATERIAL 3" RISE
t
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COMPACTED 18" SQUARE CONCRETE FOOTING
EARTH III. I (3000 PSI)
PIPE BOLLARD DETAIL
NTS
PARKING DELINEATION LINE 4"
PAVEMENT MARKINGS
LINE TYPES
NTS
JOINT
SEALANT
- _ 4
a
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d
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CLOSED CELL POLY
FOAM EXPANSION JOINT
—� [--1 /2"
1 /8" RADII
a a
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SIDEWALK EXPANSION JOINT
LEADER SHOULD NOT
BE CUT OR DAMAGED
PRUNE AS PER
HORTICULTURAL
PRACTICES
PREPARED
PLANTING SOIL
WOOD STAKE
ORIGINAL GRADE
1/\X�i\�
TAMPED SETTING BED
NTS
NOTE;
IF SHRUBS AND TREES ARE TO BE
COLLECTIVELY LOCATED WITHIN A LANDSCAPING
BED, OR IN A CONTINUOUS LAYOUT, WITH
SPACING LESS THAN OR EQUAL TO 6' O.C.,
MULCH SHALL COVER THE ENTIRETY OF THE
LANDSCAPING BED OR CONTINUOUS LAYOUT
— TWO-PLY
REINFORCED
RUBBER HOSE
WITH CABLE OR
TURN DOWN GALVANIZED WIRE
TOP 1/3 OF AT 12C INTERVALS
BURLAP
3" MULCH LAYER
6' DIAMETER
/ EARTH SAUCER
TREE PLANTING DETAIL
NTS
4" 16" 4"
GENERAL NOTES
1. KNOCKOUT BOX DESIGN SPECIFICATIONS
CONFORM TO LATEST ASTM C913
SPECIFICATIONS FOR "PRECAST o
CONCRETE WATER AND WASTEWATER
STRUCTURES." `y
2. CONCRETE COMPRESSIVE STRENGTH
4,000 PSI MIN. AT 28 DAYS.
3. STEEL REINFORCING CONFORMS TO
REQUIREMENTS OF ASTM C890 PLAN VIEW
SPECIFICATIONS FOR STRUCTURAL DESIGN
LOADING FOR WATER AND WASTEWATER
STRUCTURES AND UTILIZES GRADE 60
REBAR CONFORMING TO REQUIREMENTS
OF ASTM A615 OR WWF CONFORMING TO
REQUIREMENTS OF ASTM A185 OR BOTH. 18"
4. CONCRETE DESIGNED FOR H-20-44 r�_ 16"� CAST -IN CB-18"X18"
LOADING. FRAME & GRATE
5. PIPE PENETRATION & JOINT
CONNECTIONS BE PER JOB SEE PLANS
REQUIREMENTS.. TO PIPE TO BE INSTALLED FOR
BY CONTRACTOR AS PER JOB CULVERT
REQUIREMENTS FOR SPECIFIED SIZE 0
CONNECTIONS.
6. JOINTS TO BE SEALED WITH PERFORMED J N
BUTYL RUBBER SEALANT.
SMALL DROP INLET
NTS
6'
PRECAST PARKING BLOCK
NOTE:
SHRUBS AND TREES ARE TO BE
COL__:- .,ELY LOCAT17D WITHIN A LANDSCAPING
E_ . R IN A CONTINUOUS LAYOUT, WITH
SF a 3 LESS THAN OR EQUAL TO 6' O.C.,
ML__- SHALL COVER THE ENTIRETY OF THE
LP,:S .APING BED OR CONTINUOUS LAYOUT
ROOT CROWN TO BE
AT FINISH GRADE OR
1-2' ABOVE GRADE
FINISH G...-':_ —
NTS
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PROPOSED 6' BOARDWALK
APPROXIMATE LIMITS
OF ROCK AND
CONCRETE DEBRIS
0+ 50
5
O
_ _ _PROPOSED SHEET
----------_.. __^
_
-.----- PILE BULKHEAD
—5
—10
" EXISTING BOTTOM CONTOUR
EX. VINYL SHEET-
- 15
PILE BULKHEAD
I I
0+50
BOAT DOCK PROFILE
HORIZONTAL SCALE: 1" = 10'
VERTICAL SCALE: 1" = 10'
TOP OF DOCK ELEV = 3.50
PILE (TYP) - SIZE, LOCATION,
-- AND DEPTH TO BE DETERMINED ---
BY STRUCTURAL ENGINEER - -
i�
5
0
—5
—10
—15
—20
—25
—30
— 7'-6"
3'-9" -� 3'-9"
2x8 JOIST (TYP)
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2x12 GIRDER (TYP)
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TYPE, LAYOUT OF STRUCTURES, AND
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STRUCTURES AND THE SHORELINE,
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20"
1
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SECTION C
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STRUCTURES AND THE SHORELINE,
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