SW7070520_APPROVED PLANS_20070809

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

TANDEMLOC FACILITY
110 OUTER BANKS DRIVE
HAVELOCK, NORTH, CAROLINA
OWN ERZDEVEEOPER
THE DMARTNO'S, INC.
JOHN D MART NO PRESIDENT
824 EON TAN A
HAVELOCK, NC
PHONE:
r1rr nA7A.
9
BLVD.
28532
[phone]
TOTAL SITE AREA: 265,280SF, 6.09 ACRES
TOTAL #LOTS: 2
SITE ZONING: LIGHT INDUSTRIAL (L-1))
TOTAL SQAURE FOOTAGE OF IMPERVILS SURFACE AREA:
65,904
BUILDING HEIGHT. 18' TALL (1 STORY)
OWNER: THE DIMARTINO'S, INC.
JOHN DIMARTINO PRESIDENT
824 FONTANA BLVD.
HAVELOCK,NC 28532
PHONE [phone]
MINIMUM BUILDING SETBACKS: FRONT YARD: 60 FEET
BACK YARD: 50 FEET
SIDE YARD: 50 FEET
UTILITY SERVICES: WATER -CITY OF HAVELOCK (PUBLIC)
SEWER -CITY OF HAVELOCK PUBLIC)
ELECTRIC -PROGRESS ENERGY
GAS -NORTH CAROLINA NATURAL GAS
GENERAL NOTES:
1. NO CHANGES TO ANY ASPECT OF THIS PLAN, INCLUDING
BUT NOT LIMITED TO, LANDSCAPING, GRADING, BUILDING
ELEVATIONS, LIGHTING OR UTILITES WILL BE MADE WITH
OUT THE APPROVAL OF THE DEPARTMENT OF
PLANNING AND INSPECTIONS.
2. THE SITE BE STABILIZED AND SEEDED PRIOR TO THE
ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR
GUARANTEED BY APPROVED METHOD IF APPLICABLE.
3. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE
STANDARDS ESTABLISHED BY THE CITY OF HAVELOCK CODE
OF ORDINANCES.
4. PROPOSED BOLDING SIZE 20,000SF WAREHOUSE, 1-STORY
5. EXISTING LOT COVERAGE = 0 SF
PROPOSED LOT COVERAGE=65,904SF (1.51AC)
6. TOTAL NUMBER PARKING SPACES REQUIRED=1 PER 600SF=33
TOTAL NUMBER PARKING SPACES PROVIDED=42
7. TOTAL NUMBER OF HANDICAP SPACES=2
8. THE PROJECT WILL BE HIGH DENSITY IN TERMS OF THE
COASTAL STORMWATER REGULATIONS. THE PROPOSED
BUILDING AREA COVERS 20,000 SQUARE FEET AND THE
PROPOSED PARKING AREA COVERS 45,904 SQUARE FEET.
THE PROJECT BUILT -UPON AREA IS 75.87. BASED UPON A
A PROJECT WATERSHEAD AREA OF 86,890 SF.
I (WE) HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) OF THE PROPERTY SHOWN AND
DESCRIBED HEREON AND THAT I (WE) HEREBY APPROVE THIS DEVELOPMENT PLAN. I (WE) FURTHER
CERTIFY THAT ALL EXTERIOR IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO PAVING AND
LANDSCAPING, AS SHOWN ON THE SITE PLAN WILL BE MAINTAINED IN ACCORDANCE WITH THIS PLAN
AND THE CITY HAVELOCK CODE OF ORDINANCES.
-"qF-_
T6 US 70
VICINITY MAP
MCAS CHERRY PONT
FNNTAN,A BLVD,
NC HIGH WA y 101
„SCHEIDL „
U� SRO 8p
HA VELOCK
REC, CN TR,
DRAWING SHEET INDEX
CS COVER SHEET
Cl EXISTING CONDITIONS
C2 OVERALL SITE LAYOUT
ECREA TION
DRI VE
^y�1� TO BEAUF❑RT
z U
SITE �� o
o =
a
ti
NOT TO SCALE
C3 SITE GRADING, EROSION & SEDIMENTATION CONTROL PLAN
C4 UTILITY PLAN
C5 STORMWATER POND & DETAILS
C6 DETAILS
L1 LANDSCAPING PLAN
PROJECT ENGINEER
NOFTi''�AWANAE 11'0�
-I-)NOF;NzT-R a,--"1
AVOE S ENGINEERING, P.A.
a
N
O
5405 MORTON ROAD
NEW BERN, NC 28561
PHONE: [phone]
FAX- [phone]
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
SHRUB
Q
'
TREE
TREE TO BE REMOVED
WATER MAIN
W
---
SEWER MAIN
S-
--
DRAINAGE PIPE
D
VAL VE
►t
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
-
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
GENERAL NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL
EXISTING UTILITIES PRIOR TO STARTING WORK.
2. THE CONTRACTOR SHALL COORDINATE ELECTRICAL, WATER AND SEWER
CONNECTIONS WITH THE CITY OF NEW BERN.
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OWNER'S SIGNATURES)
O6130.DWG

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'EL Pr,rY 'tile LOT
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RECREATI❑N AREA
�-
EIP 1226 / 0009
� �_�
PC. G SL, 134-B
22.0�rorf ZONED GS
SOUTH SHORE
PROPERTIES ; I' I / _ 'WOODED'
00,
ZONED L-1
N/F
I T Y ❑ L H A V E L❑ C K
M
i ,I IN R
r
N/F�j �I EAR �INe
21.8 ' 22.6 23.3 23.4
i
9
41-
�� I I Ip, N
w I I 21.7 <U l� D A OTES:
1. THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER]
F.I.R.M. PANEL #372064200 J, INDEX DATED
/ I
N JULY 02, 2004.
I I Rf
• I/ 220 I ', TINE � 2. PROPERTY LINE ARE PLOTTED FROM A RECORDED
z2z 23'� \ \ \ 9,31' 3. PARCELS IS MAP DO NOTEL EOT A WITHIN BOUNDARY
AN DAIRCRAFRVEY.
I ZONE 1
23.4 119.9 ZONE ACCIDENT POTENTIAL ZONE.
CIDi I/� I l I 240 j� II �50' IRIPAIAN : I�, i I e2's �1 ' 4. RIPARIAN BUFFER EXTENT IS MEASURED 50 FEET
SUFFER PT FROM TOP OF BANK AS PER NEUSE RIVER BUFFER
'SWAMP' RULES.
I �' �n5 5. THIS PROJECT WILL RECOMBINE LOTS 1 & 2 UNDER
LOT 2 ONE OWNERSHIP AND ONE USE.
i \ THE DIMARTINO1 S INC. o - 4818•E 811
2.871 ACRES z27 3. W N 61• 6,
� I
ZONED L-I (6 22.5 2>''0 � I � � � iL
d j I Qy ly6 LIKELY ALTERNATE
LOT 1 \ E DIM INC 23.5
/I
r I � � "WETLANDS" f"�FLOW ALONG THIS LINE
- ,� I UI � �.- H � 7 j 22 , 19 G 1$1 I �
., z , o T A R T N S -� 8 21.8 r
�c - 1 6
PT
23.2 z 3.22± ACRES � � �'� � NO DATA COLLECTED
'T / , /' ll•9 IN THIS AREA
T ,I,� I � � .�
DR41NAGE DITCH IS NOT � I ZONED L-I � % ns
DEFINED AS A "BLUE LINE" I ' X3.3
STEAM BY THE CRAVEN , I g
�1 COUNTY SOI S MAP OR THE / �
r i
i`
1
I�SGS TOPOGRAPHIC MAP. I 23.1 �% 1'.s V w
/ % S 84.04'04'E 132.03'
23.2 _ _ .
Q 3
23.6 I 21s I�� lea ,146 d� . 'SWAMP'
19.6 li
I
4. li_ _��. `_�.� N/F
�' 13 CITY ❑E HAVELOCK
60' MIN, BLDG. L NE- - - - - J s I w 'SWAMP' - a
__ I I 1�
�� ----- 60' MIN, BLDG. LIN
E/ - - - - - - - - - - -4 - - .„404 WE.TLAN`DS' 1441 / 473
_ _ _ _ "PUBLIC WORKS SITE"
02�, / �_ �� fir. �. .'.`.`.'.`_'.�.�_�.� PC. E SL. 174-D
�1 ( o
_ . . . . . E L
402.14
o o ti 1ss
44Qg.38 1�,. o N 54.14'220E 35.58'
24.0
23.4
- _. _.
P �,-� EIS -_TO NIR �22 ------ ---- --- - 21.s' _ - ---
-- _
19.4
---- - _ _S �0�4�7 00 ±A�--L�� z41 �- `' - - -t& rr� --at.7 - - - 2ia - 10: D:&U, ESM T
_._.-
--J - r -21.2 - 20.1
MAiN--__--_<---- - ___-. :� .4_ _._ NIP
-i 7-- - __- 1v��1 -. 1% S- 00•4- YO4vW 409MO1 PT
09
_ _ _
---1.1.,-_--. - i79- 173 168_ _ 1'S 15.1 W_d 13.9 W-3 12.8 �/-2 13.4 W 1 1_ -
EDGE OF PAVEMENT .. -. -- __- --.. - ..______- __.__.__ "EWE, .I„L.I I I
--_"------------'EDGE OF PAVEMENT
EPK ��1 I f F
--\ -
EXISTING 18" CMP - -- - oo:B�
k�/- F'"vEI❑LITERKS DRIVE --- --- _ 300' TO
----
S Err-MANMIIL _-_ NC HWY 101
RIM = 19.9'----a._----------------------- EDGE OF PAVEMENT --
_- _ _______._.-.-_______- RIM E_T 8M1' __ EDGE OF PAVEMENT_
INV. = 14.T �� .T.--------- --- -- -- RIM = 181' --- ---- ------ _
EXISTING FIRE
HYDRANT EXISTING 8" PVC WATER CITY ❑ E HAVELOCK
MAIN RECREATI❑N AREA /
ZONED L-1
GRAPHIC SCALE
30 0 15 30 60 120 LAND SURVEYING BY: JAMES C. SIMMONS & ASSOCIATE7-
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
SHRUB
O
TREE
T
TREE TO BE REMOVED
--
WATER MAIN
w
SEWER MAIN
S
DRAINAGE PIPE
D
VAL VE
►�
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
--
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
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1 EXISTING CONDITIONS _
C1 Ct 1"=30'
( IN FEET )
1 inch = 30 ft.
06130.DWG

DIST 8qS f � �S �
It
i A /
/ 1 '0o'_S
O'\y�\N/F
GRASSED FIELDS CITY ❑ H HAVELOCK
RECREATI❑N AREA
EIP - -� � �� y 1226 / 0009
_ PC. G SL" 134-B
ZONED GS
PROJECTED DRAINAGE WATERSHEAD=86,890 SF
'WOODED'
Z❑NED L-1 � �� \ � �-� _v
w
I
Cl)
W
06
3 j ,
ll�
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EXISTING DRAINAGE DITCH
Q) i /��,' � NOT/A "BLUE LINE" STREAM
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ARIDA
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/ wGuUt➢' - ''ti-HNT SIT*}ICE 1
La1
I 1
i
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GRASS SWALE
30.00'
21.8 22.6
23.3 23.4
j ` _ % _ _ _ _ _ 4•f 4�2� �� STORMWATER DETENTION
POND 4' HIGH GREEN VINYL COATED
EOP '� eSy'T CHAIN LINK FENCING
GRADING ACTIVITIES
ep I DUMPSTER PAD I \� ��� [� ONLY IN ZONE 2 OF
00 �� 23.3 RIPARIAN BUFFER
Ln
2 4 9
24.0
0 9' 20' GATE FO �` V , PT 'SWAMP'
0o MAINTENANCE
i M5
0 20.00'
acb
!LOADING' �
24.0 i
' f y N 61.48'180E 81.16'
'I
I / o 'AREA
PERMA T' c ' ". u
22.7 S00°46'00'WPAn \ N i i li � POOL EyE��. �, •P,,c�
LIKELY ALTERNATE
30 ���n "19.4
WETLANDS" �FLNW ALONG THIS LINE
v PT
z�. AA� V"\ \ \\�-
� � � ���Vv \�,A � � � � �i � "� N❑ DATA COLLECTED
00 ' X 200' BUILDINGI 1,.9 v�IN THIS AREA
\\\\\ 100\ \\\ \ i; /� 11.5
A
o) S 84.04'04'E 132.030
00
.3.
`1��•����• �� �V �•��� 21.5� j 14.6 .0 �SWAMP'
.n �, A•� y��.�������
02
C14 p� i I r o L� I-- ---------
I ¢ 38 \ --- 36.00' I we Hic
23.a 2 .o
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
SHRUB
O
TREE
TREE TO BE REMOVED
WATER MAIN
w
SEWER MAIN
S
- -
DRAINAGE PIPE
-D
VALVE
►�
HYDRANT
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
o�
- _
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
NOTES:
1. THE PARCELS SCALE WITHIN FLOOD ZONE X AS PER
F.I.R.M. PANEL #372064200 J, INDEX DATED
JULY 02, 2004.
2. PROPERTY LINE ARE PLOTTED FROM A RECORDED
PLAT. THIS MAP IS NOT A BOUNDARY SURVEY.
3. PARCELS DO NOT LIE WITHIN AN AIRCRAFT
ACCIDENT POTENTIAL ZONE.
4. RIPARIAN BUFFER EXTENT IS MEASURED 50 FEET
FROM TOP OF BANK AS PER NEUSE RIVER BUFFER
RULES.
5. THIS PROJECT WILL RECOMBINE LOTS 1 & 2 UNDER
ONE OWNERSHIP AND ONE USE.
.34 .1
�. . _
N / F
S ; LOADINd
3Ll
'M� n
CITY [IF HAVELOCK
N AREA
I
i 7
t<
_ _
'SWAM
_
1 �,�
1"404 ETLANTSS"
�/
1441 / 473
0
25.00
1 •51 ��
'PUBLIC WORKS SITE'
Ci
;;
,GRASS, SWALE
¢
.
'
PC. F SL, 174-D
.'
DETENTION
d
-
ZONED L-1
1sePOND°OUTLET�
�
PT
N 54.14'220E 35.58HJ
_.
23.0 -36. 0----
;
J, _.-
0.
_
EIP T - - - _
NIP _ i • 22246 _- --�- ---- -_ - --- __ ------------- _ U, ESM'T^
j� �� i _sR- 3�.4
t=1. c �_�i r -213 O --2 3-/y-�" �20.1 / j, .1�' D
--- 7 -
.
v
- . -- _ -� 00.46'00'
MAIN , - _ . --�_ 17.8- TI~Ytpf�rt-]P - 1 __��_ - W_ 13.4 �/ } 9 MAIN --�r---__.. _ _`L-_vi_u VC _ � 17.3 _- �-'T}RIVE16.8- 16.4 , 5 15.1 W 4 13.9 W-3 Z _1',,
�\ __ L 1
12.8
EDGE OF PAVEMEN --.---_____ __ ___-
1 DGE OF PAVEMENT _
EPK-0 198.00
-_
PUBLIC P/W
24' PAVED PG, ' ❑LITER BANKS DRIVE - -- -- ----- - --- ''
WER-MANH0L -. -___EDGE OF PAVEMENT-
----
-----q----- EDGE OF PAVEMENT
RIM= 19.9' ------ -- ,------`---------------------r------�.----------- -----'.+`----- ------- �.,.. _ ----
NV. = 1 J' �,,---'�---- ------ -- EWER-�IANH06---'.r------------------- --
SITE TBM - ---- -- ----
RIM = 18.1' RIM = 18.1' t'2----------- -�h -- i
-;---
CITY OF HAVELOCK
RECREATI❑N AREA
ZONED L-1 =- ----. ---- - R<w -
1 OVERALL SITE LAYOUT
C2 C2 1"=30'
GRAPHIC SCALE
0 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
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06130.DWG

ZONED L-1
210
C D
—SEVc
�,S\FD
fCM
- - x
MAI., 18.7 Cl. D
CLEARING LIMITS/
LIMITS OF DISTURBED
AREA (4.5 ACRES)
N/F
GRASSED FIELDS CITY ❑ E HAVELOCK
RECREATI❑N AREA
1226 / 0009
PC, G SL, 134-B
;\ ZONED GS
30
20' ZONE 2 RIPARIAN BUFFER
AREA, GRADING ONLY (ALLOWABLE ACTIVITY)
N 61.48'180E 81.16'
PUBLIC R/W
BANKS DRIVE — t-EDGE
OF PAVEMENT
----- -- ----------------------- w-- - - - - -- -------------------
LNV 18' CMP C l I Y ❑ F HAV&lk
ELEV. 12.5'
RECREATI❑N AREA
SITE GRADING PLAN ZONED L-1
1 "=30'
NOTE:
THE ANGLE FOR GRADED SLOPES AND FILL SHALL BE NO GREATER
THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN
ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS
OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND
COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
NOTE:
ALL FILL MATERIAL NEEDED TO COMPLETE
THE PROJECT NOT GENERATED FROM ON SITE
GRADING ACTIVITIES SHALL BE OBTAINED FROM
A PROPERLY PERMITTED BORROW PIT FACILITY
SITE STORMWATER DATA
BUILDING AREA=20,000SF (0.46 AC.)
PARKING/DRIVE AREA=45,904SF (1.05AC.)
TOTAL IMPERVIOUS AREA=65,904SF (1.51AC.)
AREA DRAINING TO POND=86,890SF 2.OAC.)
TOTAL SITE AREA=265,280SF (6.09 C.)
TOTAL SITE AREA TO REMAIN WOODED=24,847SF (0.57 AC.)
LIKELY ALTERNATE
FLOW ALONG THIS LINE
S 84.04104'E 132.031
NOTE:
KEEP ALL THINGS INCLUDING SILT FENCE OUT
SIDE OF 50' RIPARIAN BUFFER.
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
t` !
SHRUB
O
TREE
TREE TO BE REMOVED
WATER MAIN
W
S
SEWER MAIN
S
D ---
DRAINAGE PIPE
D
Lu
VAL VE
►�
[� D
HYDRANT
(S)
SEWER MANHOLE
CLEAN OUT
CONCRETE
SILT FENCING
UCC
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
N/F
TY OF HAVELOCK
1441 / 473
"PUBLIC WORKS SITE"
PC. F SL, 174-D
ZONED L-1
A 54.14'220E 35.58'
APPRUx. INV= 70'
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06130.DWG

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ROUND
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HOT
ON C
NIR
At 222,46'
L—
m•
ET -CRAVEN
IVE
ETE PAD
R VAULT
EIP
I.
\,
NEW',2" PVC
WATER SERV
H/C I/'/JH/C
frirr T
EF ALP
a
\ Swq�E
\
y100' X 200' BUILDING;��
FE=24,1;�\
\w
V�
\� IX
REDUCE TO A 4" SEWER LINE TO MATCH PLUMBING
NEW 6" PVC
SEWER SERVICE
1 /4":1'
OF PAVEMEN
- D C 1'
_
- Mr, . �N
EfE ❑F PAVEMENT
r_ _____________________ .-_ --
'---EXISTING FIRE SITE TBM
EXISTING 8" PVC RIM = 18.1'
HYDRANT
_ WATER MAIN
1226 / 0009
PC. G SL 134-B
ZONED GS
N
19e11,c'4.
� 4
l0 1e,S4,
NN,N
eSM
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I I
I I
I I
1 I
"WOODED"
\
9, 31'
3. "SWAMP"
3 ` N 61°4
I co
o
/v "WETLANDS/'
CD
Of
NO DATA COLLECTED
IN THIS AREA
f�
Dw � cti
aly-
LLJ_ t
3-- "S`WAMP"
"404 -WETLANDS"
Q
O PT
1t0'. ~D &U. ESM'T
S 00"46100'W 409,33"
w
IK
W-5 W-4 W-3 W-2
EDGE OF PAVEMENT
OUTER BANKS DRIVE -
EDGE OF PAVEMENT
WER M-ANHOL-E---- - ----- -- - -
RIM = 18.1' -- ------ ---
NV. = 12.9' GRAPHIC SCALE
20 0 10 20 40
80 1
0
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1 UTILITY PLAN
C4 C4 1"=20'
( IN FEET )
1 inch = 20 ft.
06130.DWG

I /
i
ON
i
L ----- ---- / F// IfAll c
1- + O-------------J
� �, ry ro w CB#4
00 0, CD w m RIM=23.0'
INV IN=16.8w
L %10~' 140LF 1 RCP ®0.5% INV OUT=16.8'6
CB#3
%D RIM=19.4' N w w fv
INV IN=17.5' � w
to 20' GATE FOR
-INV OUT=17.5' •' ro N
ro vJ MAINTENANCE
163.90 w
INV C)lIT=IR 5'
I
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1 STORMWATER DETENTION POND
C3 C5 SCALE: 1"=15'
X�
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ELEVATION 16.6'
SAFETY LEDGE
�- ELEVATION=16.1'
1
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ELEVATION=17.1' 10 t0. 1�
2
2 STORMWATER DETENTION POND
C31 C5 NOT TO SCALE
FOREBA
f --- 20
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00
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50' 00000 COARSE
0 0
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0°0°0
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EDGE OF EXISTING
ROADWAY PAVEMENT
A GRAVEL CONTROL ENTRANCE
C3 C5 NOT TO SCALE
MON= 12.6
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AIN LINK €f-NCIIV� �\
POOL ELEV=16.6
C5105
NOTE:
NEW DWQ REQUIREMENT FOR PERIMETER SHELF PLACEMENT SHALL BE 10 FEET WIDE
AND CENTERED ALONG THE PERMANENT POOL LEVEL. THE INSIDE EDGE OF THE SHELF
SHALL BE 6" BELOW THE PERMANENT POOL. THE OUTSIDE EDGE SHALL BE 6" ABOVE THE
PERMANENT POOL.
10'
ELEVATION=15.6'-
PERMANENT POOL ELEVATION = 16.6'
1L POND BOTTOM ELEVATION = 12 6'
2
NOTE:
VEGETATE 3:1 POND SIDE SLOPE ABOVE
AQUATIC SHELF IN ACCORDANCE WITH
PROJECT VEGETATION PLAN. SEE DETAIL D,
THIS SHEET.
SELF ANCHORING
METAL POST @ 6' O.C. MAX
12 GUAGE 6 X 6 WIRE MESH
3' FILTER FABRIC
1 „ �
8 FLOW
3'
B SILT FENCE
C3 C5 NOT TO SCALE
10' WIDE
VEGETATED
SHELF
I
C
C5 C5
LEGEND
EXISTING
NEW
X38.00'
SPOT ELEVATION
+38.00'
C)
SHRUB
O
TREET�
TREE TO BE REMOVED
W
WATER MAIN
-w
S-
SEWER MAIN
-S-
-D---
DRAINAGE PIPE
-D-
D4
VALVE
►�
hD
HYDRANT
(3)
SEWER MANHOLE
CLEAN OUT
CONCRETE
0
SILT FENCING
-UCE-
UNDERGROUND
ELECTRIC
INLET PROTECTION
DEVICE
O
I
CITY COMMENTS
JCA
6/27/
2
DWQ COMMENTS
JCA
6/27/
3
DWQ COMMENTS
JCA
7/31/I
NO.
DESCRIPTION
BY
DATE
Revisions
ORED
18" CORRUGATED ALUMIN
TRASH SCREEN
#3 REBAR @ 4" O.C. E.W.
TOP OF RISER CREST
- 18.5'
3" WIDE x 1/4" THICK METAL
PROVIDE 3.5' DIA. ANTI-
10-YR STORM ELEV.
- 17.85'
STRAPS 4' O.C. ANCHORED
COLLARS CONTINUOUSLY
IN CONCRETE 12" MIN.
WELDED TO BARREL
3.1'
CREST
(TYPICAL OF 4)
45 LF 18" CORRUGATED @ 20' O.C.
LENGTH
1
TOP OF PIPE ELEV.= 18.1
ALUMINUM OUTLET PIPE
TOP OF WEIR/ 1" STORM
STAGE = 17.42'
i
24" CORRUGATED ALUMINUM
PIPE
6" DIA.
CONTINUOUSLY
WELDE
INVERT 1-1/4" ORIFICE = 16.6' (PERMENANT
POOL ELEV)
TO RISER
I
TOP OF CONCRETE =
16.3'
°
0
• n
° o
HARDWARE CLOTH AND
m
STAINLESS STEEL STRAP
74"
TOP OF FOOTING = 14
4.2.5'
WIDE x 10" THICK CONCRETE
PERIMETER SHELF
PLANTING AT 18" O.C.
CENTER SHELF
ALONG PERMANENT
POOL LEVEL
f--- ELEVATION=16.6'
ANCHORAGE FOR PIPE
N
ANCHOR 24" RISER IN ° a °
CONCRETE SLAB. PLACE CONCRETE 4 SECTION
INSIDE OF RISER TO ELEVATION 16.3'
PROVIDE FIRM AND STABLE
SUPPORTING AREA FOR RISER
AND CONCRETE ANCHORAGE NOTE: A PUMP WILL BE REQUIRED
TO COMPLETELY DRAIN THE POND
5' SQUARE IF REQUIRED.
ELEVATION=16.1' J1
�1 3
10 ELEVATION=17.1'
2 10'
PERIMETER SHELF PLANTING LIST
SCIENTIFIC NAME
COMMON NAME
SIZE
IRIS VIRGINICA
BLUE FLAG IRIS
LARGE PLUG
PELTANDRA VIRGINICA
ARROW ARUM
LARGE PLUG
SAGITTARIA LANCIFOLIA
BULLTONGUE
LARGE PLUG
SAGITTARIA LATIFOLIA
DUCK POTATO
LARGE PLUG
SPARGANIUM AMERICANUM
BUR-REOD
LARGE PLUG
ZIZANIOPSIS MILIACEA
WATER MILLET
LARGE PLUG
PROVIDE EVEN NUMBER OF SPECIES PLANTED AT 18" O.C. IN
ALL DIRECTIONS WITHIN PERIMETER SHELF.
REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC.
3067 COMMERCE DRIVE
EDENTON, NC 27932
[phone]
1
NOTES: 3
1. PROVIDE GRASS SWALE
AT ALL OUTLET DITCHES
2. VEGETATE IN ACCORDANCE
WITH VEGETATION PLAN.
GRASS SWALE
(;pC
NOT TO SCALE
3 DETENTION POND OUTLET STRUCTURE
C3 C5 NOT TO SCALE
VEGETATIVE SEEDING
AFTER COMPLETION OF GRADING ACTIVITIES AND THE
CONSTRUCTION OF SWALES, ALL EXPOSED AREAS SHALL
BE SEEDED TO THE FOLLOWING SPECIFICATIONS:
SEED BED
LIME 1-1/2 TON PER ACRE
FERTILIZER 1/2-TON PER ACRE
SEED
RYE GRAIN 50 LBS PER ACRE
TALL FESCUE 100 LBS PER ACRE
MAY THROUGH AUGUST:
CENTIPEDE 5 LBS PER ACRE
PROCEDURE
STRAW MULCH SHALL BE APPLIED AT A RATE WHICH WILL
INSURE APPROXIMATELY 75% COVERAGE OF THE SEEDED
AREA. THE STRAW AND SOWN SEED WILL BE LIGHTLY
DISCED INTO THE BED TO GIVE IT FURTHER RESISTENCE
TO BLOWING AND WASHING.
THE CONTRACTOR SHALL GUARANTEE A FULL STAND OF
GRASS OVER THE ENTIRE DISTURBED AREA. IF NECESSARY
THE CONTRACTOR WILL WET DOWN THE AREAS TO ASSIST
IN SEED GERMINATION OR AID IN GROWTH IN TIMES OF
EXCESSIVELY DRY WEATHER. A STAND OF GRASS WILL BE
CONSIDERED ACCEPTABLE WHEN THE ENTIRE STAND OF
GRASS IS AT LEAST FOUR INCHES HIGH AND HAS
ACHIEVED AT LEAST 95% COVERAGE OF DISTURBED
AREAS. RESEEDING WILL BE REQUIRED AS NECESSARY BY
THE CONTRACTOR TO OBTAIN THE SPECIFIED STAND
OF GRASS.
D VEGETATION PLAN
C31 C5
a
RCP
RCP
1e
2 LAYERS FILTER FABRIC
SECTION C-C
NOT TO SCALE
,n 00 00 0'000
11
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0 08000 O0 ° °00°0
o00' P90 00° 00°
0 000000 0 O A
o� oo °o
00 0
o0 7
RIP RAP 0
0 00 00
0"000 O O
�0 O 0 00 °
0 0
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oog000000
PROVIDE 2x12 BOARD(S) ACROSS
1/3 MIN. HEIGHT OF INLET
FACE OF PIPE TO PREVENT
SEDIMENT FROM ENTERING PIPE,
REMOVE REMOVE AFTER
8'
RIP RAP -
Do
AVG. RIP RAP SIZE
MAX RIP RAP SIZE
APRON THICKNESS
18" & 24"
6"
NOTE:
1. PLACE STABILIZATION AT ALL CULVERT INLETS & OUTLETS UNDER
AS INDICATED.
2. EXCAVATE BELOW CHANNEL AND WIDEN CHANNEL TO THE
REQUIRED DEPTHS.
3. PLACE FILTER FABRIC ON PREPARED BOTTOM AND SIDES.
OVERLAP ALL JOINTS V-0".
4. RIP RAP SHALL BE 6" IN DIAMETER (AVERAGE) AND
PLACED IN TWO LAYERS.
E OUTLET PROTECTION
C3 C5 NOT TO SCALE
APPROVED
NOFTH CAROLINA ENVIRONMENTAL.
MANAGEMENT COMMISSION
OtViSION OF WATER QUALITY
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12" 12"
CLEAN OUT TO BE SET
RESERVED
PARKING
NOTES: /
1. COLORS
BACKGROUND: WHITE
LEGEND AND BORDER: GREEN
MAXIMUM f
PENALTY 9"
GS 20-37.6.6
VAN
ACCESSIBLE 9
WHITE SYMBOL ON BLUE BACKGROUND
2. MOUNT THE SIGN 60" ABOVE GRADE.
A HANDICAP PARKING SIGN
Ct C4 NOT TO SCALE
ADJOINING SLOPE = Y: X
SLOPE SHALL WHERE X IS A
NOT EXCEED � Y LEVEL PLANE
WALK STREET
MEASUREMENT OF CURB RAMP SLOPE
x
PEDESTRIAN
WALK
VARES PER MANUF. _
SEE SIDE
FLARE N
NOTE BELOW
0.9" IA.
2.35" (TYP.)
--- r
MIN.
CURB RAMP
"X" IS 60" MIN. AT AN OUT SWING
SECTION OF "DOME STAMP"
DOOR WITH A SLOPE OF 1:50 (2 %)
PATTERN IN SURFACE
MAXIMUM. LEVEL SURFACE IS PREFERED.
SIDE FLARE NOTE: (SEE REFERENCE DIAGRAM
2.3s"
ABOVE). SIDE FLARES SHALL HAVE A
0.9" DIA.,
O
MAXIMUM SLOPE OF 1:10 (10 %). WHERE "X"
0.2"H. —�J
IS LESS THAN 48", SIDE FLARE SLOPE
"
SHALL BE 1:12 (8.33 %) MAXIMUM. WHERE 'Y'
IS LESS THAN 36".
N
NOTE: ACCESSIBLE RAMPS
2.35'
2.35"
AND CURB RAMPS WHERE
POURING OF A SEPARATE
PLAN OF "DOME STAMP"
INTEGRALLY COLORED
PATTERN IN SURFACE
CONCRETE IS REQUIRED,
INSTALL SHEAR DOWELS
CURB RAMPS MUST HAVE A DETECTABLE
2'-0' O.C. AND KEYWAYS
WARNING FEATURE EXTENDING THE FULL
TO PREVENT HEAVING OF
WIDTH AND DEPTH OF THE RAMP. THE
RAMPS W/ ADJACENT
DETECTABLE SURFACE MUST CONSIST OF
SIDEWALK OR CONC.
RAISED TRUNCATED DOMES WITH A
SURFACE.
DIAMETER OF NOMINAL 0.9 INCHES, A
MIN.
HEIGHT OF NOMINAL 0.2 INCHES AND A
4'-0"
CENTER -TO CENTER SPACING OF
NOMINAL 2 35 INCHES THE TEXTURE OF
zINTREGRALLY COLORED
RED CONCRETE
B ACCESS RAMP
Cl 1
4 NOT TO SCALE
THE DETECTABLE WARNING FEATURE
MUST CONTRAST WITH THE SURROUNDING
SURFACES (EITHER LIGHT -ON -DARK OR
DARK -ON -LIGHT). SEE ABOVE.
2" TYPE SF-9.5A ASPHALT
8" ABC BASE
\-COMPACTED SUBGRADE
NOTE: CONTRACTOR SHALL PROVIDE 95% COMPACTION OF
SUBGRADE AND STONE BASE. SUBGRADE SHALL BE
PROOF ROLLED AND PASS SATISFACTORY IN THE
PRESENCE OF THE ENGINEER.
C TYPICAL PAVEMENT SECTION
C2 C4 NOT TO SCALE
EXISTING —
WATER MAIN
AS INDICATED
SLOPES TOWARDS PAVEMENT
4000 psi ASPHALT PARKING
CONCRETE x x x x
2„ 4„ �.
�-'COMPACTED. SUBGRADE
COMPACTED LEVEL SUBGRADE
D SIDEWALK
C1 C4 NOT TO SCALE
E PAINTED TRAFFIC ARROWS
C2 C4 NOT TO SCALE
6" THICK 4000 PSI CONCRETE
SLAB WITH 3/4" CHAMFERED
EDGES
GRASSED AREA
CONC.
BRONZE SERVICE
CLAMP
A
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PLAN
66 -66 WWF
6 2" 12"
�6
9'-0"
SECTION A -A
F DUMPSTER PAD
C2 C4 NOT TO SCALE
VALVE BOX
PAVEMENT
2" PVC SCH. 80
ADAPTER COUPLING
6" PVC SE4
RIM ELEVATION
i
STORM DRAIN PIPE
2'-0"
SQUARE
BRASS PLUG
CAST IRON
t 4 1 /2„
CONCRETE COLLAR i
e
45' BEND
6" PV SEWER
CONCRETE ALL SIDES
e. >� �4"
° _ e. PLUG IF SEWER
DOES NOT CONTINUE
4"
SEWER MAIN CLEANOUT
C3 C4 NOT TO SCALE
FRAME WITH GRATE SET, US FOUNDRY
4175 FRAME AND 6166 GRATE SET OR EQUAL.
ASPHALT
)ING CONNECTION
TREATED 2"x4" BRACING
JOINED AT CORNERS
2" X 4" X 3' TREATED WOOD POST
J
A 1
- NCDOT #57 STONE
i}
nnnnnnn
r
EROSION CONTROL FABRIC
ON 12 GUAGE 6x6 WIRE MESH
TREATED 2%4" BRACING 2" X 4" X 3' TREATED WOOD POST
6" THICK NCDOT -
#57 STONE AROUND J ;- J' - 18"
PERIMETER J
33" 8" THICK
USE 4" CONCRETE BRICK
OR 8" SOLID CONCRETE BLOCK
,esxlmonnI:mya
10"
GROUT ENTRANCE
STORM DRAIN PIPE
NOTES: L 6" COMPACTED BASE #5 ® 12" O.C. E.W.
1. CONTRACTOR MAY UTILIZE PRE -FABRICATED
CATCH BASINS AT HIS OWN OPTION.
2" BRASS NIPPLE, 2. CONSTRUCT CATCH BASIN TO MEET SIZE
_ 2" CURB STOP THREADED REQUIREMENT OF SPECIFIED FRAME & GRATE.
G� WATER SERVICE
C3 C4 NOT TO SCALE J CATCH BASIN
C2 C4 NOT TO SCALE
NEW CATCH
BASIN
K INLET PROTECTION DEVICE
C2 C4 NOT TO SCALE
HOTBOX ENCLOSURE MODEL
# HB2ST (INSIDE DIMENSION
(47"LA 3"Wx36"H)
90W, 120V, SINGLE PHASE
HEAT TRACE TAPE
58"04%4" THICK CONCRETE
SLAB
BURY FABRIC -SEE
DETAIL F, THIS SHEET
2" DOUBLE CHECK VALVE ASSEMBLY
(AMES MODEL #200B)
OVERALL LENGTH 29"
l �-1 CUBIC FOOT"
CONCRETE BLOCKING 2" PVC WATER SERVICE
�� MINIMUM (TYPICAL)
L \BACKFLOW PREVENTER & ENCLOSURE
C41 C6 / NOT TO SCALE
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