SW7051007_APPROVED PLANS_20060307

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW:ZD�fDO7
DOC TYPE I ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE I „Wrl O 3v�
YYYYMMDD

Site Development Plan
Site Information
A
N
f��4='7 Site
-y
Vicinity Map - Not To Scale
General Notes
1. This is a Site Development Plan and is not to be used for Conveyance,
Recordation, or sales.
2. Site Development Plan is subject to review and approval by the City
of New Bern.
3. Future Owner: Birdland Properties, LLC
1206 S. Glenburnie Road
New Bern, NC 28562
4. The Subject Property is NOT located in a 100 Year Flood Hazard
Zone per FEMA Map No. 3720557000 J. Effective Date July 2, 2004.
Community Number 370074, Panel 5570, Suffix J.
5. The contours shown hereon are from actual field survey.
Datum was assumed.
6. Legal References: Being Lots 5, 6, 7, Parcel C. Phase One, Glenburnie Plaza,
Plat Cabinet D, Slide 661, Number 8 Township, Craven County Registry, NC.
7. Tax Parcel I.D. Number: 8-240-7-005
8. Property is subject to encumbrances found upon a normal title search.
9. #1809 is a building number.
10. Indicates iron stakes unless otherwise noted.
11. Area computed by coordinate method.
12. All distances shown are horizontal ground
distances.
13. The contractor shall be responsible for verifying the
minimum building setbacks before beginning
construction.
Q3 14. There are no Wetlands on the subject site.
15. The surveyor did not visibly see any cemeteries or
marked graves in open areas on the site.
16. All materials and construction ore to meet the requirements of the
City of New Bern Manual of Specifications, Standards and Design,
latest edition.
17, There is a 20-foot drainage and utility easement along the right-of-way
of Plaza Drive as shown hereon.
18. Electrical Service is to be underground.
19. The contractor shall be responsible for all work traffic control in or
adjacent to NCDOT or City Right of Ways. All methods shall conform with
the manual on uniform traffic control devices (MUTCD) and NCDOT standards.
20. Any relocation of utilities will be at the owners/developers `expense.
21. Any relocation of existing electric and/or natural gas utilities will be at the
owners/developers expense.
22. Call City of New Bern to coordinate the installation of Electric and/or
Natural Gas service with public utilities. All service should be installed
prior to the installation of pavement, sidewalks, curb & gutter, and other
permanent features.
23. Any relocation of existing utilities will be at the cost of the developer/owner.
The City will not accept responsibility for damages to curb and gutter or street
improvements if installed prior to underground services, nor will the City absorb
the cost for borings to install underground services, pavement patching or damages
to landscaping. These will be the responsibility of the developer/owner.
24. Fire protection water supply system including fire hydrants, shall be installed and in
service prior to recording the subdivision, or if no subdivision is involved, the
placing of combustible building materials for structures or combustible pre -tested
fabricated building assemblies an the project site or utilizing them in the
construction of building structures. If phased coordination if planned, coordinate
installation of the fire protection water system is permitted.
25. Fire department vehicular access to all structures under construction shall be provided
at all times_ In areas where ground surfaces are soft or likely to become soft, hard ail
weather surface roads shall be provided and maintained.
i}
J
�
H. ;;A E'
�;a.zii Ali CF u%T2:R °•i.,L',
Caro
ina Quick
LubiB
and Super Wash
1206 S. Glenburnie Road, New Bern,
Number 8 Township, Craven County, North Carolina
Sheet 1
Sheet
2
Sheet
3
Sheet
4
Sheet
5
Sheet
6
Sheet
7
Sheet
8
Sheet
9
Developed By
Birdland Properties, LLC
c/o Allen C. Bardwell, Jr.
1206 S. Glenburnie Road
New Bern, NC 28560
[phone] Phone
[phone] Mobile
E- Mail: cscgeaol.com
Sheet Index
- Existing Conditions and Demolition Plan
- Site and Utility Plan
- Landscape Plan
- Grading and Storm Drainage Plan
- Erosion and Sedimentation Control Plan
- Erosion and Sedimentation Control Details
- Construction Details
- Post Development Runoff
- Wet Detention Basins Construction Details
'yj�ylf 11 I I Nl/ f///
< S
022608
•. G ! NE
" A 11RU
ozloz/LoOG
MACK GAY : ASSOCIATES, P.A.
CONSULTING ENGINEERS LAND PLANNERS SURVEYORS
1667 WOODRUFF ROAD
ROCKY MOUNT , NORTH CAROLINA 27804
TELEPHONE: [phone] FAX: [phone]
Total Area of Site: 1.84 Acres
Parcel Identification Number: 8-240-7-005
Property Address: 1206 S. Glenburnie Road
Proposed Building Use: Car Wash & Maintenance
Building Area:
Pro. Building Footprint: 6.264 SF
Parking Requirements
Maximum #employees per shift (6) / 3 = 2
Reservoir Capacity washing (2) x 5 = 10
Total Parks Required = 12.
Handicap Required = 1 (Van Accessible)
Total parks provided:
1 Handicapped (1 being Van Accessible)
20 Regular Parks
12 Vaccum Service Area Parks
Signage Area Allowed:
- Glenburnie Road is Front.
frontage = 210.46' 210.46'
- Plaza Drive is side = 184.97 x 0.5 = 92.48'
3
200
102.94
- Sign Area => 200 x 0.5 = 100 sqft
102.94 x 0.25 = 26 sqft
Total Sign Surface Area Allowed = 126 sqft
PROPERTY ZONED AS C-3
Building Setbacks
Front = 25'
Side = 10'
Rear = 10'
Lot Area devoted to Plantings = 16%
Date: September 21, 2005
Revisions
Number
Description
Date
Engineer
CAD
1
City of New Bern 1st Review
11/22/05
MAR
SLB
i
- 2
DWQ 1 st Review
01 /18/06
MAR
SLB
3
DWQ 2nd Review
02/01 /06
MAR
SLB
9WQ
jow #
These plans are for bidding purposes only and
are not to be used as Construction drawings
unless initialed and dated as approved for
Construction below by the Engineer.
Approved for Construction:
----- ------ Date: ------
CONSTRUCTION SAFETY.
These drawings do not contain the requirements
for job safety. All provisions for safety shall be
the sole responsibility of the contractor.
EXISTING CONDITIONS:
The contractor shall be responsible for reviewing
all existing job conditions. Any adverse existing
conditions affecting work shown on these drawings
shall be brought to the attention of the engineer for
possible clarification and reconciliation.
ADA AND LEGAL DISCLAIMER
This document is not represented to comply with all
requirements contained in the ADA or other laws.
Engineers are not licensed to interpret lows or give
advise concerning laws. The owner should have
this document reviewed by his attorney to determine
legal compliance.
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Legend
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tit
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Site
(s��G
Vicinity Map - Not To Scale
1
15 If tY CPP O as%
12' "P al4mor9• me 0 alix
I
Can4nd.
Mtr-s.y
r.4 0
12'
3' X 2' Standard Grate
Fill Pool Shelf Area with a combination of the following
6" types of trees and shrubs:
1. Euonymus $lotus (winged euonymous).
2. Euonyrnus europoeus (spindle-iree).
3. Juniperus communis comressc" (common juniper).
Nce 3' 4. Juniperus horizontalis "Bar Harbor' (creeping juniper).
r T-0- r
Trash Rack
��• 9 W Nov bem 1-Y4or, 24-Hew shim - 9G0'
r Bta alai ortne-
mwvw .ceps 4W
a'a• to Otka Ir
T4mperory Pad (R-t n u h 1- stmn oorai44 - 1;6A)
-
wnwrw,t Pad IR.,muaa - 2&0
r
�•a•d ASr•ooAhW - if" V
_tn
An.7! $1
.. _.=. aR4-p4
. -...9 - - - - -
----
.H
Softnent Rwrw.d El- 9275•
I
bottom atrr. 22.0
100)r = 95.90 5'
25yr = 95-73
10yr - 95.63
2yr = 95.45
Assuming Permanent
y Pod Is full
I/ t
2' x 3' Block
Concrete Riser Structure AREA-2 Water Quality Pond
t
Sa4Mna,t Aar,o.d �.r. 95-5' �Lj 1
3
Bottom V.- 95.0
Pond Foreboy
u
l nS
Craig Alvin Bowen - Charles H. Bowen
! !� Deed Book 1115 Page 1108 1 Deed Book 1115 Page 1103
Tax ID: 8-240-7-003 Tax ID: 8--240-7-004
j {
t j Lot 3, Parcel C, Phase One, Glenburnie Plaza Lot 4, Parcel C, Phase One, Gienburnie PlazQ
Plat Cabinet D. Slide 661 Plat Cabinet D, Slide 661
1 ! Invert 92.48
i R/W
is r.
CB
TC 95.12
invert 92,56
--------------------------------------------
I l za Drive - 50' R/W
1ntax
>$ i
1
Z
c�
EIP -
Existing Iron Pipe
EIS -
Existing Iron Stake
IPS -
Iron Pipe Set
PKS -
P.K. Nail Set
PP -
Power Pole
PIV -
Post Indicator Valve
AL -
Area Light
FB -
Fire Equipment Box
"• CO -
Clean -out
DI -
Drop Inlet
MH --
Manhole
JB
Junction Box
_
CB
Catch Basin
�\ WV -
Water Valve
GV -
Gas Valve
I,'llA w -
Power Pole & Guy Wire
Q' -
Fire Hydrant
�It"
1 D4 -
Water Valve
EPK -
Existing P.K. Nail
MBL -
Minimum Building Line
BO --
Bollard
FL -
Flow Line
CATV-
Cable Television Line
-x-x- -
Chain -link Fence
Wood Fence
Water Meter
;1
"
Overhead Utility Line
EOP -
Edge of Pavement
FES -
Flared End Section
Area Light
!Il° ce
I 1 t TC 95,17 RIP -RAP OUTLET PROTECTION
1 I I LA = 6'
CLASS
k l I Invert 92.36 (SASS A STONE
t MIN. THICKNESS 10-INCHES "MATCH' "MATCH" -MATCH" 'MATCH" 'MATCH" 'MATCH"
4' VALLEY GUTTER 4' VALLEY GUTTER
96.33 TC Y GUTTER 97.1 TC
T 95-99 86.E94 TC 4' VALLEY G TIE 5
95.74 TC C
TC 3 C 95 5
! I l 95.57 95 91 48.42 96
.73
----------------------------L - -------------- --- ------- --------------------- -- ---------------------------
-------------- ------------------ ------------ ----------------------- --_-----------------------
-- - ----- ---------------------------------------------------------------------------------- -_----------------- --- _________--______________ ---- --- ___________________________=__- -------___--________------_-=------ _-------- --- --- ---- ----- ---=- ___---__---____=-__ =- -- -- --
i6"RCP � � - FIB'- --- - _ ------_-_----- - - - Elow _-_ __ Flow _ _.i _-I-`
r-' S36'39'20"E ~ 9 i 19.92' - Els -' S36'39'20"E 97 184.97' I FJP »� 0S 23
Invert 92.41- j I i t S 6'39 20 E EIS - .. .. s -� _ r - - R W 97 TC 7-29
1 j I i LQ.g2 TC lJ TC / TC 96.72 37,58 TC
95.80 96.59 �, �_ 97-71
♦ i7"
96 E:7L. - Flow - -----Grade Break 7.4 97.85 TC TC 97.22 ,t EIP
I _.
TC 97.95 TC
TC - - - 6:10 96.47 TC TC TC TC 9$.fi Tc 98.0 1
I ro r----- --� 96.54 _ f Fiow
1 96. 9I t! _ 96.13 �} i
! 1 G w 1 • ! L -- �---------- -_-_ - _ --------- -------------------------- ll---
! I IN I 1 I 221..E 15-RCP 96.18 96-52 TC 9 .48 - f- I 97.6 TC TC 1
4
Foreboy 1 �I :i t j O 0.5X TC , TC 96. S I I Spill Lip iG 97.48 97.12 �}
97.56Prime
1 jl I. t i# ^' I 1�\
t j I II FES-1 . I m` ; A
� I a; ID Sign
t i I rl Invert 92.02 I <= 63 LF 15, RCP O D. rr
4' x 6' Drop Inlet /2j`95.60 = Opening on Both Sides1 ITc ' of Curb do Gutter l RFP-RA,/OUTLET PROTECTION
Pro. 4' x 2' durb Inlet eft ; ` LENGTH = 6'
Top = 95.60 at m - --- i - - -- -r1 CLASS A STONE1Invert = 92.1 cG -NiN.'THICKNESS l0-IN S
1 t_ i I 6: r' 5'Wtde Weir rn rLn o - , r-i r:r --- ---
)1��I�cD ! ,! \\ 1 t ' I I � ' l I // -t Tc �� O
t I 1 I 8 LF 15' RCA 0 0-59: I \ t t_i �_I i_r l / I197.001/ �O.
t 11 ,' 1i ,�Tt. >!/ --; \\\ L__\ Pro. 4' x 2' Curb I t )4 - O$ �F / \ \ r'•1" ;
a r'l TC Tap 97.00
1 in Tc a Invert a< 94.72 A \
Top Elevation of } 1 I I 1
Temporary Pad far t 1 I I 13 I a O s.e'I 1
the 1' runoff Is ) I ` to {\' _ On000 TC
approx. 94.3' t .j it t ` I a 96.52; TC II I T I rr. i L--- \ ` 97.12it i
I III 97.42
I > TC-H 96.29 I l k--------- TC
96.32 ° �' i I ----' _ s `` 51 \ 9 g 6 \ \
I L---- I J
! >Z I [s I 1 G d i I 96 ` I or J - -- Tv 97.26 \ 1 \
Area
2 Hose Vacc m I TC 97.65
1 I Pedestal (7 ) i ' ! - ------ ;
Water Quality PondCD
It 1 } €i }} It ` k i I r t i I TC 97.59 j
o \`\
Top of Permanent Pod -- -__ 1 i-- 8 \ ��,
Bottom Temporary Pod u \ `a
Elevation = 93.0' III N 1 I 1 t F + o. 4' x 6' Drop Inlet
! 1 Illj iS Il , 95 I ert 92.90 __-_____J L- w AREA-2 \
a,ing on Both Sides - - - - - I 9850 WATER \
Curb Gutter I �I-
do I a \ o
t 111 j1 t II i i ` i �,96.52 41 TC POND- / o
1 I II � QUALITY 1 �s,
TC
TC 96.66 Elevated
1 III II } i , 96.06 Sidewalk :� / Li I \ rq
t I i I 1 11 , 941 �� , _ -_�--- --- -
`Ili � � 'rra'. :� � ;r�>y � - � � Tap-levation of - g,
` I s Teml rary Pool for 1 \
971-0 // // / the ,' runoff Is
Arc --Filter
t 1 �.' \ // / approx. 96.0' \
Ili l � - l / / ��
9fi. 96.10 T i I i' \ ---- --- // I TC \ �
-...-... I 98.4 t t / -- /
�..t t )'Yl ?g ` 97.10� 97.54
�. I i 4 1 `` II 96.06 TC� ''-- 95:92 l „rde Break - Crown // a/ `L---- C
} ; 1 8 I TC - -` ------ - ' ------ -�- --- --• / V / = ♦ r------ \
-------------- --- - -------------- ---- slope 1
RIP -RAP OUTLET PROTECTION ( t 1 11 1I t I 1 ! 1� ° \ I
i I TC 96.7 . 96.56 T _ / / 1 j/ r-1 r-1 r-1 r-r r-i �\ Y 97.
LENGTH = 6' � �- /`./ i TC
CLASS A STONE t_
} 97 5 1, �/ u_r , t.., t_, t_J \
MIN. THICKNESS 10-INCHES t 1 ! , t 14 l ` f t; f 1. i l \ I 98.40 97.6F#
96.$2 • J_ [_____J L_____� \ + it
- - ! l 97401 97.60
i
tt !' yt 1y rD �j I t� 9g fi.50 TC 28 LF 15' P O 0.5X 97.82 r l �- 98 02-
d l TC ' 1
1 9y ; 1 1 i 9fi.66 �° 1G - ., ! TC
FESrt ` EIS b9 1 See Detail Sheet 9 TC TC 1
__� EIS �-__- I EIS ;"J t -
-- - - i.
Invert 92.89 �� t
I t SZ'£tl MN00,LZ.9�N tri✓ .II M.,OO,LZ.9EN f Ex. 12' Pine } - - --
1 1 Ex. 12 Pine - -------------- --___________ __��_____����__
- - - - - - - - -1 ---- ------ - - --- -- --- ---- - ------ ---
1 1 - ------------------------------------ ---- ----L l0� lift Z 9�N
__- __- ------------------------- -_
--------------- -- ------ ,t_s�_ _ -_-__--------
----- Ex, 12' Plne Ex. 15' Pine ExJ 10' Pine .----------------�__- ----"-------------
� � 00 L
1 l 22 LF 12"RCP O 0.57 ���-�"'- Pro. 4' x 2' Curb I A y4
t 1 r i Top 96.05
Invert = 93.05 _y
Trent Development Group Partnership0
l !
t Deed Tax ID.o 8 1240 1age 2 0 003
I 1 6"
Zoned B-4
22 lF 12" ACP O A 5% TOP
EEW 1' arirrce 3
Fill Pod Shelf Area with, a combination of the followin
types of trees and sh(, Gs:
I. Euonymus slatu: led euonymous).
3' X 2' Standard Grate 6' 2. Euonymus europ (spindle -tree).
3, Juniperus communes 'comressa' (common jun,{. rr)
4, Juniperus horizontolis 'Bar Harbor" (creeping r ,ipv ;
Trash Rack
Maintenance Notes:
ow9o. w.Y Na. ea., i-Yw• 24-Nair State - 94.3 1. After every significant runoff producing rainfall event and at least monthly.
100 94.09 1 a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
a Tomparary t_ Ir.st na.h r sto m Eln Qum - 9ae)
e � � � vegetated cover, and general randltion.
1. 111 �,. 25yr = 93 9 ; 6 b. Check and dear the orifice of any obstructions such that drawdown of the temporary pod occurs within
s I an to om dv rttkd5,e' 1 g3 : 2 to 5 days as designed.
II t-aw Pc,mw,mt Pad uAt� _ yya X 2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, maw vegetative cover
pqp• a ass I ! s.,r,er Aran Roqu:•d - 2493 g Assuminy Pe. ianenl <>c= Inflow
,x ftCP ar4av w,wt Sao Pool is full to maintain a maximum height of six inches, and remove trash as needed.
ACww Swroso Ara - 294E 3F
._...,_,.._.._ ._,._.-_,-_.,_.._..-.._.._.._ _.._.._.._ _.._ _ - _..-.._.._. _ _ _.._. _.. it the collection system (i.e. catch basins, piping, awales, riprop, etc.) quarterly to maintain
3. Inspect and repo
proper functioning.
tea• I 4. Remove accumulated sediment from the wet detention basin system semi-annually cr when depth is
+ I swn,-,t R-..,a aov. Wit � 1 - reduced to 75% of the originai design depth (See Detail). Removed sediment steal, be disposed of
�•+• 3 - -' in an appropriate manner and shall be handled in a manner that will not advers,ly irnpact water quality
,M1
EIP-DISTURBED
Pro. 4' x 2' Curb Inlet ,J5 Pro. 14
Top = 97.00 FES-3 Water Quality Swale #1
Invert = 95.00 Invert 94.91 Pi . V-Channel ® 0.59E =>
€<lP-f ,P Or i.ET PROTECTION
I ENG, € =
CLASS A S IIE
RAIN. lillCKI -,5 10-INCHES
QNate:
Ro ,f i rains from the building
sh,. , e df:signed to sj: ill out
on, ci le asphalt parkin j I,.t
C�11 .r rn Water will then ahet-t
drain to the outlets.
C -it adinrl and Storm
Drai; iage Plan
TW -
Top of walk
■
TC -
Top of Curb
Asph-
Asph,ilt
■
Pro. -
Pruhused
HC -
Handicap
ECM -
Existing Concrete Monument
O
GW -
Guy Wire
w
>1
RCP -
Reinforced Concrete Pipe
(D
CPP -
Corrugated Plastic Pipe
>
O
LU
CMP -
Corrugated Metal Pipe
j
D
¢
NGGS-
North Carolina Geodetic Survey
W
V)
�
i`
�}
NAD -
North Americon Datum
N
^
N -
Northing
E -
Easting
V)
Q
Ln
Ex. -
Existing
Inv. -
SS -
invert
Sanitary Sewer
trrrr■r■
p
J
PVC --
Polyvinyl Chloride
0
C
¢
Cr
X
CP -
Calculated Point
-
O
Q
Q
D3P -
Ductile Iron Pipe
0
0-
0:�
U
W
onc.-
Concrete
R/W -
Right of Way
C
LL
=
f�
TBR -
To Be Removed
()
LL
Cr
0
MW -
Monitoring Well
J
Of
(C-
Centerline
0
0
Bldg. -
Building
Z
HVAC-
Heating, Ventilation and
(O
-
Air Conditioning
0
HP --
High Point
i-
LP --
Low Point
Q)
Z
ff= -
Spill Lip
�_
.�
N
SDE -
10' x 70' Sight Distance Easement
a
CD
O
tn
W
�
C7t
Y
W
U
Z
O
.�,
NO
I.L
I
U
LLJ
O
LLJ
Q
U
oar
RCDbT Sic 3'
Drop Inlet w/.
Sld.'140.61 \
\ Match ;Top to r x. [ :rb.
,` ,
, A
EL 0ISTUF8,01, \
_-_ r
I f
r \
-,.r------4 /�\ r V Ex. Drop inlet
Grate 97.06
Invert 94.06
Pro- 39LF 15"1 O 0.49E
Cut Asphalt \.
'"IWD \
MAR 01 ZOOS
DWQ
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Cd
Cd
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Cd
U
L �
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cri
Aah-seep � (i.e. stockpiling near a wet detention basin or stream, etc.) SCALE: 1" = 20'
Banam ate. e9.a au; m F r. 9a.a 9 P y r1 A 'HYC SCALE
5. Remove cattails and other indigenous wetland plants when the cover 509E of the bosln surface. These
tY Po: d Foreboy plants shall be encouraged to grow along the vegetated shelf and foreboy berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through 20 0 10 20 40 DATE: Sept. 21, 2005
the emergvn.:y drain shall be minimized to the maximum extent practical. l� p
2' x 3' Block 7. All camponents of the wet detention basin shall be maintained in good working order. REVISIT INS
Concrete Riser AREA-1 Wiliter C u lily Pond -�`�� 9. A the basin i5 used as an erosion crain device. it must be dnce o oat before use os a wet detention basin. - -'Structure r� portable pump will be utilized to drain the pond for maintenance or an emergency.
1 , Nov. 22, 2005
IN FW L Mnrch 1, 2006 Jan, 18, 2006
1 mch >. 20 M
[, h. 1, 2006 FILE -t-r050097AM I CAD:SLB
PS_) C9 Shee
t
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i
1 f 4F4ERAL N*Tnti
RUG't of :JAB �t r 14gYAR Jt5_W' U Tile TO tib' Fd[CJ(.
*. X , _ CUES 'e' caactl['r [u 91c MEP t!•1Uriil1OUT.
��'itE Poop-m OF FLUOR SLiB TP 6? lu-lx 01.11 "Ell 91 rOR�I[i14DEMCT 909 FM 1R1 FAIN -31AL :U. rna, "? TILL CAI•;,H L%SjffS MEA ;E•-II- _H D PT4 TO 51 Mc7'+IOSO IrT r A'fP8w Iu aRaM1'E 1rlT1 9T7NO)n4n.�1s.
PL,AL X
MIN.ASECTION Y-Y
1�'
CH CENITR. STEPS SKILL SEIIIN.��c TYPE 'E-, 'IFI A.ND +firU%jkYES'J'ILESS 9TlIERIr1� IhfACATSV,
JL MP v+ItG+ STLL RE POWITrID. 1011CRETE 611CK OR A- 79 LU C-10MAtTLNTN.1L'_OCK3 WAY 9L m tl [N LIEU QF CLAY FRIUt.
IF l;=iNP{rIICEQ ppvr.Il[ IC A[PE ZS !ET SN 6+43E �rltl Cf 9Di<+ LId T2 EJ�3E
sa S•"m 99 an. NO- I40_00.
Pttl1 LL'•C+' llt r1E]CI-,r eA EE3l. USE A' NULL_ 3VER tl'-v' iN 4W-1.1, USE
SECTION X-X jr-60, L TiTES v-1 1111 AIL,ILSILDLAM It' A%CKDINOL� rmc IiE p}4tih[IM
gTFRS STD__Iltl. A44.HB "•IFP@ ETU. '43. 844.615
' 1
�..----#L
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END ELEVATION
•TpE 10 W1'Q
wIl of aQ" To ae" .
joy J • J SIDE ELEVAT 1Oft
48
SECTION M =M
YI1I:F=_ 42' Ya EA. Fim Iw MUD
PLAN OF TOP SLAB
nj. IAa
FLAB
STANDARD ultum CATCH BASN
12" T1ICtU 54' PIPE
!`.�Li4t Lily[ I'�HIGH 1RAl•'V
1tCET I OF 2
@40.01 E
Fxmr.14M JOINTS— �44,511
6°ii XF E i EIOQJt PLAITCURS Aft4 wirnR AITH CeTW L441M ON STEE'UFANSION JOI`tTttl[ CN FLAT L3fJ1i3LS 2"r A'1� tII�£A
3' - LI'EXPAmSID" JOINT --L"j�ECGCTIONS E1EVATIOMn� s�[o.oa
W04MAL CURB AND l3 IlrR VN LSC#rTGI o**
/--IIORWI. {11ETFR LINE
j j" E)kPAMTVIN JOZ141- 7EYI$EFar_FFricnrTElL LINE
ta'�`J-3IW !JEI.E'JA11ttt�gEGTIQN fI-Rl,He � l WTTE;l * I SJEEP GM r.F.41l1Ni1P3e (Il1ENBINS Mo flLi[NFIITIES 106 BRLI;K C,LTCH ilA31R m6CaiIG. ]N_I1'.�Iv�*aFr H1 � Iu � "T13H6
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ap J21 3,32I U.Cit 0.01T
.►61�Ea O.04A n!33S
t?' 2' 8" t 9-60.281 4.+1i1 3.9C9 WINI >?_.F#18' •dS' 2' t -Ip- a.yE In_E8t -k,.
t.Cra n.': # :.11r8 n,414Yd' !'.3'- 3'-2' _ - - ;5 'Oiar 4-3rs D.RF, t..U% a.ZTsO.iC'S 3-Isk i0.IT3SO• ar'.Dx-#' 9'.a 3' a' VAFt. t •1C ;�.pa 4 1t - -Vale C_!U4 t.! i i1.1}} q.,Oe 9.tr� I1.-
q.321 . a. -O.32Q�2,Z.T'_t0. }.-Q_ YATI. i!•-a 4,.II.t9S 0.873 O.aC! 1.S1I 0.99- O.s ! 0_2 1 j2 ,p"S_4" 4 t.-!• 5 s -3' J 3'-9'' , 14 aC b.1>S a.116 q.5u:! 2.,�75.4n C.lit 0.313a.4a-Ip V�+A�Vv#9 a.2it C.4 7.s'8 i1_a#i o.4q O.• 13E SI
E 1•;9-931 U�E9 DIES 01[ETS 10 (7
Thjtr5 F;E�tl" A
12' THICK
FOR 12'
DEPTH OR
GREATER
6' THICKNESS
TO MAX. DEPT11
t1F 12'
LENGTH 'L`
(4' IN 5')
AS SHOWN ON
APPROVED PLAN
1 FILt 14 3"."K2E If 101PE
Be DIAK P.V.C. iuTPIE �[RlIIETEII lsa !E sFi[Fa
WEEFHOLE TYPICAL
� �Ae
NvEVT Or IN T3 IE FORKS TO WfCI
NE ft9w ff v11t1A ■I 11tw%
r 4. c•
o d .n
.� 4. CONCRETE41 -
40A STABLE WELL COMPACTED SUBGRADE
40
6' MIN. CONCRETE
STABLE WELL CMPACTED SUMIRAUL
LONE CUBIC F'013T 13F CLEAN STEINE
2E
IN RVRLAP BAG TO BE PLACED AT
EACH WEEP 110LE
CURB INLET #3
LILL
SLOPE AWAY
FROM ENCLOSURE
6' BLACK CONC W/
6X6X10/I0W WF
aIs'il
I'll_ t
*iliaa• �1
12' THICK
FOR 12'
DEP•fw OR
GREArER
} EXPANSION JOINT
EXPANSION JOINT � (�
t«
DEPRESS GUTTER l+ -
E 1•;9-931 U�E9 DIES 01[ETS 10 (7
Thjtr5 F;E�tl" A
12' THICK
FOR 12'
DEPTH OR
GREATER
6' THICKNESS
TO MAX. DEPT11
t1F 12'
LENGTH 'L`
(4' IN 5')
AS SHOWN ON
APPROVED PLAN
1 FILt 14 3"."K2E If 101PE
Be DIAK P.V.C. iuTPIE �[RlIIETEII lsa !E sFi[Fa
WEEFHOLE TYPICAL
� �Ae
NvEVT Or IN T3 IE FORKS TO WfCI
NE ft9w ff v11t1A ■I 11tw%
r 4. c•
o d .n
.� 4. CONCRETE41 -
40A STABLE WELL COMPACTED SUBGRADE
40
6' MIN. CONCRETE
STABLE WELL CMPACTED SUMIRAUL
LONE CUBIC F'013T 13F CLEAN STEINE
2E
IN RVRLAP BAG TO BE PLACED AT
EACH WEEP 110LE
CURB INLET #3
LILL
SLOPE AWAY
FROM ENCLOSURE
6' BLACK CONC W/
6X6X10/I0W WF
aIs'il
I'll_ t
*iliaa• �1
12' THICK
FOR 12'
DEP•fw OR
GREArER
} EXPANSION JOINT
EXPANSION JOINT � (�
t«
DEPRESS GUTTER l+ -
DE E PROS. N CB-SO-1-
DEPRESS GUTTER V
_ - r. - - - -.
(41 1]R (5`?
RELWURCLD CUNCRETE
SLAB PER STD, Na 6.2
t
8' THICK -'-'
FOR MAX.
DEPTH
OF 12'
-WIDT11 +W' C
(24' MIN.)
G'
CAP ON GATE
4'D STL PIPE JAMB BEYOND
a
!' EIFS HIGH IMPACT 1
3/4' TRTB PLYUDATE
SEAL EDGES
2X2 STL TUBES
PT2dVIDE HINGES. LATCH 4. FLOW BOLT
6' BLACK CONE W/ .:
W/ N4 BARS 12'l7C E.W.
•�tf
.• ; e
4'H 1- FILL�W/ C©NC 24'XI2' CDNC FTG
j W/ 2 #4 BARS
PAINT ALL STEEL CLAY LLJ
DUMPSTER PLAN SECTI❑N
24" CONCRETE CURB ek GUTTER
6' ABC 2' 1-2 ASPHALT
(SLOPE PER GRADING PLAN)
PPROVED SUB -BASE
TYPICAL SECTTON THROUGH PARKING LOT & DRIVEWAY
(NOT TO SCALE)
Note: Typical Paving section thickness to be determined by geotechnical
r1)art. Minimum City paving specification Is 6' ABC Stone and
2 1-2 asphalt.
3' •_
4.
do
6 x 6 - 10/10 Aire
Concrete Flume Section
Not To Scale
NOTE: -_4za�
PRUNE LOWER BRANCHS OF TREE BACK TO
MAIN TRUNK SO THAT REMAINING HEAD IS
IS APPROXIMATELY 1/2 OF TOTAL TREE HEIGHT
PIPE SIZE TO BE I
DETERMINED BY
THE ENEi( EER
6" Schedule 40 Steep
Fill with Concrete
RUBBER HOSE AT CONTACT POINT
1/4" NYLON CORD
WRAP TRUNK OF TREE NTH
STANDARD TREE WRAPPING PAPER
(CRAPE) STARTING FROM BOTTOM
WINDING UPWARDS
UNTIE BALLING STRING FROM BASE
OF TRUNK
ALLOW THIN LAYER OF SOIL
TO COVER BALL
MINIMUM OF 3' STRAW MULCH
DEPRESSION FOR WATER ACCUMULATION
BERM SIZE TO BE PROMINENT
COMPACT OUTER EDGE MATH FOOTPRINT
MULCH / TWICE RADIUS
EDGE 1• +�- OF ROOT BALL .40 PCF GROUND TREATED STAKES
1-4
(3 STAKES SPACED EQUIDISTANT)
III��I ...... ...........
- . - , . . , - . . '- " PEEL BACK BURLAP
III III_
{ BACKFILL 1 PART COMPOST WITH 5
' I PARTS EXISTING SOIL
_ COMPACT BACKFILL IN BOTTOM OF HOLE
Ill III III III --
TREE DETAIL: STAKING AND PLANTING
NOT TO SCALE
TWICE RADIUS OF BALL
ALLOW THIN LAYER OF SOIL
TO COVER BALL
ROOT BALL TO BE 1/3 - 1/2 ABOVE
EXISTING GRADE BASED ON SOIL DRAINAGE
2- MINIMUM STRAW MULCH IMPORTED TOPSOIL
PEEL BACK BURLAP ON B&B SHRUBS
...........
j BACKnLL 1 PART COMPOSTED BARK
WITH 5 PARTS EXISTING SOIL
I I I I II I I-III-III--III-III-I I I� COMPACT BACKFILL IN BOTTOM OF HOLE
8' Diameter
Grade
.'
Set In Concrete
M
Pipe Bollard Detail
Not to Scale
3: Swale-2
SWALE CROSS SECTION
(NOT TO SCALE)
SHRUB DETAIL
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r: =
022608
Adjustable /I A.
Fitter FIIlI1 111LL\
25 Degree o f/ /-V zo0 `
Tit Angle
30 Degree
Maximum Tit
Pole Height= 25'
L.
iFigi k1f
UW
A
Grade a- W O
'
Base Height= 2'
■3
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Ruud Lighting (or equal)
Z
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Area Light Detail
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TYPE R7-8 OR R7-8A SIGN C
APPROVED FOR USE UNDER
G.S. 20-37.6 GENERAL STATUTE. 12'� � j C
c 3
RESERVED Q
PARKING [� l-
�.,_.SIGN R7-8 D � �/ 00
1° OR R7-8A
U) tL
BOTTOM OF SIGN
O
TMAXIMUM r
■ PENALTY -SIGN -8D Cd Z
#250
R7-80 PENALTY SIGNS ARE f
REQUIRED TO ACCOMPANY ALL
R7-8 OR R7PARKING SIGNS
HEIGHT TO BOTTOM OF SIGN ERECTED AFTER
DECEMBER 31, 1990.
WHEN PEDESTRIAN PATH FROM 0
CAR TO WALK PASSES BY OR �+
UNDER THE SIGN.
co
0
FINISHED SCALE: 1" = 20'
GRADE
DATE: Sept. 21, 2005
REVISIONS
Q1 , Nov. 22, 2005
© Jan. 18, 2006 FILE: PO50097 CAD: SL8
.� Sheet 7 of 9
IT ;_
STANDARD BRICK GAItin VA;� I`Ln
121, T1IPU 54' PIPE
Si'ATE OF NORT11 CAROIA A
DIVISION of NIL11HWAYS
CHEST2 Uk V
SFD. *If} I EV.
94U. QI E

IIIIIIIIIIIIIIIII,
Legend
EIP -
Existing Iron Pipe
TW -
Top of Walk
EIS -
Existing Iron Stake
TC -
Top of Curb
IPS -
Iron Pipe Set
Asph -
Asphalt
PKS -
P.K. Nail Set
Pro. -
Proposed
PP -
Power Pole
HC -
Handicap
PIV -
Post Indicator Valve
ECM -
Existing Concrete Monument
\
M_ -
Area Light
GW -
Guy Wire
1_
2C,
FB -
Fire Equipment Box
RCP -
Reinforced Concrete Pipe
,S
CO -
DI -
Clean -out
Drop Inlet
CPP -
Corrugated Plastic Pipe
1
J-
CMP
Corrugated Metal Pipe
s�
MH
Manhole
NCGS-
North Carolina Geodetic Survey
JB -
Junction Box
NAD -
North American Datum
'oio
C8 -
Catch Basin
N -
Northing
<'o
WV -
Water Valve
E -
Easting
GV -
Gas Valve
Ex. -
Existing
-
Power Pole & Guy Wire
Inv. -
Invert
1
-
Fire Hydrant
SS -
Sanitary Sewer
.�0 Jy'
D4 -
Water Valve
PVC --
Polyvinyl Chloride
Site
EPK -
Existing P.K. Nail
CP -
Calculated Point
4o)
MBL -
Minimum Building Line
DIP -
Ductile Iron Pipe
1
do ,
BO -
Bollard
Conc.-
Concrete
FL -
Flow Line
R/W -
Right of Way
V�clCl�t iula
-Not To Scale
CAN-
Cable Television Line
TBR -
To Be Removed
Y p
-x-x- -
Chain -link Fence
MW -
Monitoring Well
-�+-4- -
Wood Fence
CL -
Centerline
Water Meter
Bldg. -
HVAC-
Building
Heating, Ventilation and
-
Overhead Utility Line
Air Conditioning
-
High Point
1.
EOP -
Ede of Pavement
9
LP -
LP
Low Paint
FES -
Flared End Section 7
-
Spill Lip
L
-
Area Light
SDE -
10' x 70' Sight Distance Easement
9
Charles H. Bowen
1
Deed Book 1115 Page 1103
Tax ID: 8-240-7-004
-
O
Craig Alvin Bowen
.j
Deed Book 1115 Page 1108
Lot 4, Parcel C. Phase One, Glenburnie Plaza
Tax ID: 8-240-7-003
Plat Cabinet p, Slide fifi1
Site Benchmark: I
ti i
i
Top of FN
i
Lot
3, Parcel C, Phase One, Glenburnie Plaza
Elev. 100.0' (Assumed)
1 i
Plat Cabinet D, Slide 661
Plaza Drive - 50' R/W
1 I
Invert 92.48
1 I
J
-..-..-..__..-..�..-..-..�..__..__..-..,-..-..- - .-..-..__..�..-..-..-..
R/W
-----------------------
_ �.
1 1
11
18'RCP
rr
.r
ii _vs
_es
-------- --
---------------
------------_ _ __-----------------------------------------------------------------------
2
----------_--_-------------
------- ---------- -----
---------------- - w w w w w w w w w- _
co Sewer Manhole
TC 95.12
t 1 Rim = 96.2-
Invert 92.56 Invert = 90.0fi'
j 1 w, Ledge = 90.63'
1 _ -III - - - - - - - - - - - - - - - - - - --
1 1 , `�
ca
Sewer Manhole i 111 TC 95.17 3
Rim = 95.14' Invert 92.36 <= 8" Sewer
04-4 I; _- - - - - - - - - S------------ S- - - - - - - - - - - S - fa]{1Zfl"----- S -•---------- S `-----JS- - - - - - - - - - - S- - - - - - - - - - - S--------=# - "MATCH" "MATCH'
-11 1 1 t TC 95.53 95.7 TC TC 95.99 95.57 95.91 96.33 TC 96.0 TC96 42 96.73 97.15 TC
----------- _t _ ------------------------------------------------------------------------------------------- _-------------------- _ ----- _-_ - ---------------__--_----=6===__ ----_______--- ----------___________=_--------------===----_---
-----_ _�t� _-----------T------------- --------_--_ -------------_---_--------------------------- ------------------------------ -- -----_---------- - -- --_ _
---- ------------ ------------------- -- ---- -- ---- - -- _=--==-------- --- == __=_=_=_==----_-----____ _ -- - mac-====_-==-- __'---------- __ _v== _-------- - -' ---- - r r ---j---c-��-� ",
18"RCP r I Flow a� - ~ g6 ow EIS 97 Ex. Meter Flow I { EiP
Invert 92.41 j I + " I EIS
_IS I I T i� TC R/W TC 9fi.72 97. T 97 TC 7.29
1 II I h TC co 96.59 _R
i i I I I tl 95.80 0)
1 l 1
' tl ; a TC 96.fi Flow 9
98f
t + I + i TC t- - - - -T� - - - a -TC TC: TC
97.9 TC TC C
I I I N & to
l 1 ; m y f = ------------ -----------------------------------�------------- --- �----�
9fi.13 96.47
1 - \ 1r
�p 1 I i•t ` 1 22LF ,5"RCA 96.18 96.52 TC 9 ` �~
Swale 1 11 I l 1 0
0.5X TC : 9610 TIC 46. 5
f t 1 I
i
t r {
1 JJ �I I FES-1 x 63 LF 1 RCP O U:a�L l 7
1 1 1 { I Invert 92.02 < Pro. 4' x 6' Drop Inlet /2
i I I 1 ` Invert = 92.46
i 1 I l 95.60 Opening on Bath Sides `
i i I I TC of Curb Gutter ,
1 j I I Pro. 4' x 2' rb inIt
#1. ,o -3 ` t
1 I ITo I ` t P - 95.60 g a, t f�-�-----
1 6:1 Invert 92.1 O. / AcI r r-i
1 4 1 5Wide Weirrn ` . ` ! /'�---- l
Forebay 1 11 4 1 Pro. 88 LF 15' RCP a 0.5% I I J 1 L1
1
I 1 y �� `�
! I TCL
k! V i�_____� �♦
i 1 1 l I 'i, r
1 I ' s0' AC. OOOc
�
1 i I 90.5 TC
I
i i { TC-H
TG I
I L_ r
a n
-5 4 2 Hose Vacc m 1
Area-1 1 t
Water Quality Pond I 11 r t I 1 m I/ -2 L_
4 ` II II 1 I I I / Da
--
kit
.
I i I o°Qi tD i
1 ! lit } 11r-
1 i III 1t I I 1 Pro. 4' x 6' Drop Inlet ' 1 --
1
1 i III �° I I - - - � 5 - - - /'/ I invert = 92.9Q 1
1 Opening on Both Sides
I III i' I I ! Y !! I of Curb & Gutter -{✓" -
t !III �' I II i 14 i 96.52 a' i \ � � •�N 14 �♦
1 !III I i I! I TC TC i
96.6fi
01
1 lljr t I II ! - 96 96.3 TC - --; i �♦
I ! 1 11 A I i 1 1, t 46. 6 96.10 T
Li I 6,ZQ 98, l l /
i �
96.06 96.71 95:92 Grade Steak - Crown
TC Slopi
TC 96.72 96.56 T / 1/ i-1 r-i
FES-2
Invert 92.89 I 1 1 5y q t t } t a'� 96.$2 • 0.0 C.
i1 l i l t i I I j 97.401 11 I
---•• 9 --r- - ----- ----•- -mot I ` = - - _ = - _ I
t i II A 4 S i I , B I 6.50 TC Pro. 28 LF 15 O O.5X I 97.$ +-
1 4 } 1 97 S II { 1 JB JI i / 96.6 96.10rf
11 EIS i 1 See Detail Sheet 9 y FJSj TC
y I f r Ex. 12' Pine
1------------f-_'-_-_ ---- Ex, 12' Pine E�, 15 Pine Ex,f 10Pine,
It t _ _ 11 Pro. 4' x 2' Curb Inlet,##
1 I 22 LF 12'RCP 0 0.5% _�----~` Tap = 96.05 t I f v 11
Invert = 93.05 1+ I t
Trent Developmenj'Gr
Deed Book 1 6
1 �� i / _ _ • Tax ID: 8-240
� Zoned B.
i 1 1
. 1
Lon/-F-12L h f 96/
97.71
- � - TC 98.17 Grade Break
� 97.85 TC TC 97.22 55 + � EIP
TC 98.05
Flow
----��3----- - - - - - - 5
TC TC TC
SpNI Lip 97.6 TC 97.48 97.12
97.56 \
Is
98 Da-8
TC 96.50 TC /`
98 97. 0.20 ac. -
FI me-1 `
L1 ; - ,\0.18 Ac. TC ' 97.00
TC
r! \ Os
TC TC
�'------
97.5, - ` \ \ �\ ; p­q,
Tic
TC 97.65
r i TC 97.59 AREA-2 ` \ ; �\ `ca• ra
EIP-DISTURB
------ 1�
� 6:, ' �� ��, \�
n 2 A
Da-9I
a 0.17 Ac. \
0
I
C3 '� - n.20 c. _ v 22 LF 12- CPPi 00.5%all
I \ \
Q TC
/
I �I
i� 11 97.54 C 97. \ r` \ invert 94.50
FES-3 \ A i-------- l 1 `gs 96• \� \
r-i r-i ` invert 94 89-
i i I TC _ 9g
-' `-f 97 66 / rn-C-C-A TC
Sewer Manhole
} Rim = 97.61'
\\
\\
`t TOT Std. 3'x2'\�
Drag Inlet w/Grate\ ,
51d.'�40.of \
Match \Top to Ex. CurA
--- _ I TC t 1=1 -^ `. See Detail c
m 97.6Q i L ��j� '\ \
TC
�
1
i
=== y Ex_ 12_- Pine _ '^ ------ ----
'artnership 0
392
003
98.02 98
- -- - _ _ _ - - _ EIS-DTl1RBED
\ CGS
Water Quality Swale /1 Pro. 14' 12"RCP
Pro. V-Channel O 0.5R
Y
-- � V Ex. Drop inlet
Grote 97.06
\ Invert 94.06
Pro. 39LF 15'RCP 0 0.4%
Cut Asphalt \,
Post Development
Watershed Plan
GRAPHIC SCALE
e a m a
( IN FW )
1 Inch - 20 it"
so
Q Feb. 1, 2006
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SCALE: 1" =
20'
DATE: Sept. 21, 2005
REVISIONS
1 Nov.
22, 2005
Jan.
18, 2006
FILE: P050097 CAD: SLB
Sheet 8 of 9
T- - - - - T. 7-
',
sj

_ z;}• l a �r r .i yi.- i_ «.' ` .i. ,{•1 'i. i• �'' f� . tom_°�r�,�.1 '__-�� eL
Maintenance Notes:
1. After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (See Detail). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.)
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin shall be maintained In good working order.
8. If the basin is used as an erosion control device, it must be cleaned out before use as a wet detention basin.
9. A portable pump will be utilized to drain the pond for maintenance or on emergency.
Concrete
Anti -seep
Coflar
Maintenance Notes:
1. After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re -seed as necessary to maintain good vegetative cover, mow vegetative cover
to maintain a maximum height of six inches, and remove trash as needed.
3. inspect and repair the collection system (Le. catch basins, piping, swales, riprap, etc.) quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (See Detail). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wet detention basin or stream, etc.)
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for on emergency or to perform maintenance, the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wet detention basin shall be maintained in good working order.
8. If the basin is used as an erosion control device, it must be cleaned out before use as a wet detention basin.
9. A portable pump will be utilized to drain the pond for maintenance or an emergency.
6
Concrete
Anti -seep
Calla
22 LF 12" RCP A 0.5%
tL`
3
12' RCP Discharge Pipe O 0.5%
0
I
12'
22 LF 12" RCP A 0.5%
if Rcp Discharge Pipe O
0
I
t
12"
6- 2•-0' s•
3' X 2' Standard Grote
6"
fice 3
s"
Trash Rack
Overflow 94.S New Bern 1-Yea, 24-Hour Storm - 94.3
_First Flush 1' Storm Elevation - 93.6
I( 1' Diameter Orifice - - - - - - -
reversed slope 45'
Iangle to vertical Is"
I Lang
Permanent Pool Elevation - 93.0
Invert 93.0' Surface Area Required = 2493 SF
Actual Surface Area = 2945 SF
Fill with
ICanonle I
II sediment Removal Elev. 90.0'
I I Bottom Dev. 89.0
Fill Pool Shelf Area with a combination of the following
types of trees and shrubs:
1. Euonymus slotus (winged euonymous).
2. Euonymus europoeus (spindle -tree).
3. Juniperus communis "comressa" (common juniper).
4. Juniperus horizontalis "Bar Harbor" (creeping juniper).
100yr = 94,09
25yr = 93.93
10yr = 93.79
2yr = 93.57
Assuming Permanent
Pool is full
�1
3
2'x3'Block
Concrete Riser
Structure
AREA-1 Water Ouality Pond
Overflow 95.9'
I
-I I
I I
Invert 95 0��
IConcrete
3' X 2' Standard Grate
Trash Rack
New Dom 1-Yea, 24-Hour Storm - 95.9'
First flush t' Storm Elevation - 95.5
1" Diameter Orifice
reversed slope 45'
ongle to vertical 16"
/ Lang
Permanent Pont Elevation = 95.0
Surface Area Required - 1655 SF
Actual Surface Area - 1900 SF
---------------
Sediment Removal Elev. 93.0'
Bottom laev. 92.0
2' x 3' Block
Concrete Riser
Structure
AREA-2 Water
nts
3
Sediment Removal Elev. 91.0' � 1
Bottom Elev. 90.0 3
Pond Forebay
Fill Pool Shelf Area with a combination of the following
types of trees and shrubs:
1. Euonymus status (winged euonyrous).
2. Euonymus europoeus (spindle-tree)-
3. Juniperus communis "comressa" (common juniper).
4. Juniperus horizontalis "Bar Harbor" (creeping juniper).
100yr = 95.91
25yr = 95.74
10yr = 95.64
2yr = 95,46
Assuming Permanent
Pool is full
3
(duality Pond
nts
Sediment Rernevd Flev. 44.25' 1
Bottom Elev. 94.0 3
Pond Forebay
Inflow
�1
6
�1
6
vn"10
TC 9'" 7
invert 92.311
r- ..�--------------
I
�I !
I
Ito 1
1 i 11 I A co N
f I ! ilk I
1 111 I
1 1 11 I
1 + 14 1
t 1 i 11 4 ti:1
1 t 1 1 4 1
It i 11 I
I
�i `1111 i t
i 1:1 1 j
1 k1 IIk1�i
1 iI 1:16'i �
I 1 1. i
t i liCn1
I I I1i1 1
i I II ii i I
i ll t$ l 1 li i
111
iiiyl I ii
1 111 It I t
' 11l � I } 1
Ili I 1
1 111
1t 11 y 1
t }1j ;i 4 II t
t i lit , 1 1 1
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1 `j11 it 1 1
1 11,i
it
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1
Invert 92.89
�t'�1 4111i i I ;i
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l4� 11 4 y 41 1 i1 1 4 I
,
t I
I
22 LF 12"RCP A 0.5%
PLAN VIEW
nts
TC
PLAN VIEW
nts
"MATCH"
TC 9f 5.5A
Top = 95.60
Invert 92.14
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SCALE: 1"
= 20'
DATE: Sept.
21, 2005
Feb. 1, 2006
REVISIONS
Q Nov.
22, 2005
Jan. 18, 2006
FILE: P050097
CAD: SLB
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