20080245 Ver 1_More Info Received_20080505

BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5950 Fairview Road, Suite 100
Charlotte, NC 28210
P. O. Box 471943 Charlotte, NC 28247
704-553-8881; fax [phone]
D8- oa.4s
m MAY 5 2008
DENR - WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Attention: Annette Lucas From: Jamie Dillen
Company: NCDENR Date: May 2, 2008
401 Wetlands Certification Unit
2321 Crabtree Blvd.
Suite 250
Raleigh, NC 27604
Via: DHL
Job M 487-003
Phone #: [phone] CC:
Re: Lona Creek
?As Requested? For Approva(DFor Your UseE:]For Review and Comment
Comments: Permit No. 08-0245 - 2nd Submittal
Copies Date Sheets Description
2 05/02/08 5 Construction & Stormwater Management Plans
2 ea. Wetland Supplement & Checklist

JGI I IIC LAMI I
BURTON ENGINEERING ASSOCIATES
email: [e-mail]
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED. THANK YOU.
Permit No. r.) S' 0 a- L A S
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Initials Pagel Plan
Sheet No.
.3() 0.1 . C ?3 1. Plans (1" - 50' or larger) of the entire site showing:
Design at ultimate build-out,
Off-site drainage (if applicable), -
Delineated drainage basins (include Rational C coefficient per basin), '
- Wetland dimensions (and length to width ratio),
- Pretreatment system, v
Maintenance access, r
Proposed drainage easement and public right of way (ROW), "
Overflow device, and
- Boundaries of drainage easement.
J C l 2. Plan details (1" = 50' or larger) for the wetland showing:
- Wetland dimensions (and length to width ratio)
- Pretreatment system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Overflow device, and
- Boundaries of drainage easement.
3. Section view of the wetland (1" = 20' or larger) showing:
- Side slopes, 3:1 or lower
- Wetland layers
All wetlands: Shallow land depth, shallow water depth, deep pool depth
Option 1, no clay liner: SLWT depth
Option 2, clay liner: Depth of topsoil on top of liner, liner specifications
.1a C1 4. A detailed planting plan (1" = 20' or larger) prepared by a qualified individual showing:
A variety of suitable species (not including cattails),
Sizes, spacing and locations of plantings,
- Total quantity of each type of plant specified,
- A planting detail,
- The source nursery for the plants, and
- Fertilizer and watering requirements to establish vegetation.
J 'r3 C_ 5. A construction sequence that shows how the wetland will be protected from sediment until the entire
drainage area is stabilized.
Se ?rs-?. ors 6. The supporting calculations (including drawdown calculations).
P-r_v,u,sL1 7. A copy of the signed and notarized operation and maintenance (0&M) agreement.
I- I
8. A copy of the deed restrictions (if required).
S m asl? g. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
SW401-Wetland-Rev.2 Part III, page 1 of 1
Permit Number D8-0Z ^S
(to be provided by DWQ)
1?'T?
R-
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
O?O? W ATF9OG
O -?
I. PROJECT INFORMATION
Project name Long Creek
Contact name Jamie Dillen
Phone number 704-553-8881
Date May 1, 2008
Drainage area number Wetland No. 1
II. DESIGN INFORMATION
Site Characteristics
Drainage area 392,040.00 ft2
Impervious area 202,300.00 ft2
Percent impervious 51.6% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non-SR Waters
Design volume (temporary pool volume)
Depth of temporary pool/ponding depth (Dpiaat)
Drawdown time
Diameter of orifice
Coefficient of discharge (CD) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
Storage Volume: SR Waters Parameters O/A
1-yr, 24-hr depth
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
2.54 in
r.IrA in/hr
?A ft3/sec
ft3lsec
ft3lsec
13,155.00 ft3 OK
12.00 in OK
3.60 days OK
1.50 in OK
0.60 (unitless)
0.50 ft
in
ft3
ft3
ft3
ft3
OK
Form SW401-Wetland-Rev.2 Parts I and 11. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
Permanent Pool
Shallow Water (top)
Deep Pool (top)
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is Cinches below SLWT, If yes:
SLWT (Seasonally Low Water Table)
This design meets Option #2,
Has a clay liner
If yes:
Depth of topsoil above clay liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants in planting plan recommended:
Herbacious Winch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (1.5" dbh)
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious (4'inch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (2.5" dbh)
Permit Number
(to be provided by DWQ)
13,777.00 ft2 OK
5,639.00 ft2 Insufficient shallow land area.
0.41 %
6,061.00 ft2 Insufficient shallow water area.
0.44 % `{ t oto
w
y al °
1,388.00 ft2 k
OK
/
0.10%
2 IQ
/0
S "f o
689.00 ft OK
0.05 %
o la
13,777.00 ft2 lo
OK
0.00 ft2
683.00 fmsl
682.00 fmsl
681.50 fmsl
681.50 fmsl
680.00 fmsl
(Y or N)
fmsl
y
4.00 in
12.00 in OK
6.00 in OK
0.00 in
18.00 in OK
n (Y or N) OK
414 ,?,?.?? • T `..? Cw?e ? ?d1"3 ? P ??.?+-(^?
276
69 ?`? a-irc c s ?? 51^w s atlo rL . ,.
7
394 / Higher density is recommended.
114 Higher density is recommended.
29 Higher density is recommended.
Form SW401-Wetland-Rev.2 Parts I and 11. Project Design Summary, Page 2 of 3
Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained? Y (Y or N) OK
Does volume in excess of the design volume flow evenly Y (Y or N) OK
distributed through a vegetated filter?
What is the length of the vegetated filter? 58.00 ft F1ww 4,-. 4 -ea c (?? ?? . +b C--4c
Are calculations for supporting the design volume provided in the Y (Y or N) OK
application?
Is BMP sized to handle all runoff from ultimate build-out? Y (Y or N) OK
Is the BMP located in a recorded drainage easement with a Y (Y or N) OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is: 2.11 :1 OK
Approximate wetland length 190.00 ft
Approximate wetland width 90.00 ft
Approximate surface area using length and width provided 17,1 00.00 ft2 This approx. surface area is within this number of square
feet of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? Y (Y or N) OK
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 3 of 3
WETLAND No. 9 PLANTING PLAN
j -17 WETLAND PLANT DATA

10, (SEE DETAILS THIS SHEET)

ED
j
R4Q'D P4
L
G
SS
72
ERBACEOUSP
ANTS
LKbAULUUS PLANTS
HRUBS/SMALL TREES
ARGE TREE

IGH MARSH 'C' 489 S.F. N
ERBACEOUS PLANTS
HRU
BS/SMALL TREES
ARGE TREE 31 /oKo' R EVENT CLOGGING OF OUTLET
TRUCTURF
IN. PLANTING MATERIALS & QUANT.
/ 6 HERBACEOUS PLANTS/200 S.F.
4 SHRUBS/200 S.F
1 TREE/200 S.F.
OTE: PLANTING MATERIAL &
/ QUANITITIES ARE TAKEN FROM THE
CDENR STORMWATER BMP MANUAL,
_N NT - HAPTER 9.
J'?'-2vj

broadcrested weir
BROAD-CRESTED WEIR EQUATION
USE BROAD-CRESTED WEIR EQN. Q=CLH^1.5
WHERE - C= 2.9
CREST= 83.5
LENGTH= 58.51918
elev= 83.5 Q(cfs)= 0.00 -
elev= 83.6 Q(cfs)= 5.37
elev= 83.7 Q(cfs)= 15.18
elev= 83.80 Q(cfs)= 27.89
elev= 83.9 Q(cfs)= 42.93
elev= 84 Q(cfs)= 60.00
elev= 84.1 Q(cfs)= 78.87
5/2/2008
1:50 PM

N-. \Engforms\Detcalc. As
Permit Number 11) V - 0 a 45
(to be provided by DWQ)
A *n NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WETLAND SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all the required information.
O?O? W ATF9QG
1. PROJECT INFORMATION
Project name Long Creek
Contact name Jamie Dillen
Phone number 704-553-8881
Date May 1, 2008
Drainage area number Wetland No. 2
11. DESIGN INFORMATION
Site Characteristics
Drainage area 182,952.00 ft2
Impervious area 29,449.00 ft2
Percent impervious 16.1%%
Design rainfall depth 1.00 inch
Peak Flow Calculations
1-yr, 24-hr runoff depth
1-yr, 24-hr intensity
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Pre/Post 1-yr, 24-hr peak control
Storage Volume: Non-SR Waters
Design volume (temporary pool volume)
Depth of temporary pool/ponding depth (Dnaa0
Drawdown time
Diameter of orifice
Coefficient of discharge (Co) used in orifice diameter
calculation
Driving head (Ho) used in the orifice diameter calculation
Storage Volume: SR Waters Parameters
1-yr, 24-hr depth
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
2.54 in
in/hr
O ft3/sec
t.j A ft3lsec
ft3lsec
6,194.00 ft3 OK
12.00 in OK
3.80 days OK
1.00 in OK
0.60 (unitless)
0.50 ft OK
A in
ft3
ft3
ft3
ft3
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 1 of 3

Surface Areas of Wetland Zones
Surface Area of Entire Wetland
Shallow Land
The shallow land percentage is:
Shallow Water
The shallow water percentage is:
Deep Pool
Forebay portion of deep pool (pretreatment)
The forebay surface area percentage is:
Non-forebay portion of deep pool
The non-forebay deep pool surface area percentage is:
Total of wetland zone areas
Add or subtract the following area from the zones
Topographic Zone Elevations
Temporary Pool
Shallow Land (top)
Permanent Pool
Shallow Water (top)
Deep Pool (top)
Most shallow point of deep pool's bottom
Deepest point of deep pool's bottom
Design must meet one of the following two options:
This design meets Option #1,
Deep pool is 6inches below SLWT, If yes:
SLWT (Seasonally Low Water Table)
This design meets Option #2,
Has a clay liner
If yes:
Depth of topsoil above clay liner
Topographic Zone Depths
Temporary Pool
Shallow Land
Permanent Pool
Shallow Water
Deep Pool (shallowest)
Deep Pool (deepest)
Planting Plan
Are cattails included in the planting plan?
Number of Plants in planting plan recommended:
Herbacious Winch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (1.5" dbh)
Number of Plants in planting plan provided (several species of
each plant type are recommended):
Herbacious Winch diameter)
Shrubs/small trees (1 gallon or larger)
Trees (2.5" dbh)
6,194.00 ft2
2,547.00 ft2
0.41 %
2,469.00 ftz
0.40%
Permit Number
(to be provided by DWQ)
666.00 ftz
0.11 %
512.00 ft2
0.08 %
6,194.00 ft2
0.00 ft2
OK
Insufficient shallow land area.
OK
q 0
OK t !o
v/
OK !°
OK d J
681.00 fmsl
680.50 fmsl
680.00 fmsl
680.00 fmsl
678.50 fmsl
(Y or N)
fmsl
y
4.00 in
12.00 in OK
6.00 in
0.00 in
18.00 in
OK
OK
n (Y or N) \OK + r.{
186 o•,VeaA.t . TL
tz"', )OACola124 r. S ¢
31 ?S9 -},reeS o ? Sl?r?b5 o.t?o? .
172 Higher density is recommended.
51 Higher density is recommended.
15 Higher density is recommended.
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 2 of 3
Permit Number
(to be provided by DWQ)
Additional Information
Can the design volume be contained? y (Y or N) OK
Does volume in excess of the design volume flow evenly

distributed through a vegetated filter? y (Y or N) OK
What is the length of the vegetated filter? >100 ft f7I,v s .4,,• s} -? we-I-" ,
Are calculations for supporting the design volume provided in the y (Y or N) OK
application?
Is BMP sized to handle all runoff from ultimate build-out? y (Y or N) OK
Is the BMP located in a recorded drainage easement with a Y (Y or N) OK
recorded access easement to a public Right of Way (ROW)?
The length to width ratio is: 3.00 :1 OK
Approximate wetland length 120.00 ft
Approximate wetland width 40.00 ft
Approximate surface area using length and width provided 4 ,800.00 ft2 This approx. surface area is within this number of square
feet of the entire wetland surface area reported above:
Will the wetland be stabilized within 14 days of construction? y (Y or N) OK
Form SW401-Wetland-Rev.2 Parts I and II. Project Design Summary, Page 3 of 3
WETLAND No. 2 PLANTING PLAN
WETLAND PLANT DATA
\ _ (SEE DETAILS THIS SHEET)
\ \ _ FOREBAY 666 S.F. REQ' PROV
\ \ \ / I I HERBACEOUS PLANTS 20 D 20
\
\ \ /` I \ I LOW MARSH 2,469 S.F. REQ'D PROV
\ j \ HERBACEOUS PLANTS 74 74
• \ I I
HIGH MARSH'A' 1,042 S.F. P61 Q'D PROV
\ / I I HERBACEOUS PLANTS 2 32
\ SHRUBS/SMALL TREES 21
LARGE TREE 6
\ l
/ HIGH MARSH 'B' 650 S.F. REQ'D PROV
HERBACEOUS PLANTS 20 20
SHRUBS/SMALL TREES 13 13

o a0
&o LARGE TREE 4 4
/
? TOP OF BERM ELEVATION = 68175 O
'--
? HIGH MARSH 'C' 855 S.F. REQ'D PROV
?? - '- P PO II I HERBACEOUS PLANTS 26 26
`S P p I® OO 'O RB P RB
I SHRUBS/SMALL TREES 17 17
?g ®® I I P
H P p II LARGE TREE 5 5
H O P P p P
H 'I I
H , SB ?
\ 8 8 SB H MICROPOOL 689 S.F. REQ'D PROV
/ P 8? C
RB 8 ® H H RB t / MICROPOOL NOT PLANTED TO
I P
J Q
p H
P O 8 6 ?-
p 14 O H
H PREVENT CLOGGING OF OUTLET

STRUCTURE.
\ SB O
RB SB IN
PLANTING MATERIALS & QUANT
\
® P B H
? H .
.
H DRAINAGE 6 HERBACEOUS PLANTS/200 S.F.
- -
OP OF BERM ELEVATION = 681.75 EASEMENT 4 SHRUBS/200 SY
1 TREE/200 S.F.
- NOTE: PLANTING MATERIAL &

/ / QUANITITIES ARE TAKEN FROM THE
NCDENR STORMWATER BMP MANUAL,
CHAPTER 9
.
I

broadcrested weir 5/2/2008
1:52 PM
BROAD-CRESTED WEIR EQI
USE BROAD-CRESTED WEIR EQN
WHERE C= 2.9
CREST= 81
LENGTH= 27.30895
elev= 81
elev= 81.1
elev= 81.2
elev= 81.30
elev= 81.4
elev= 81.5
elev= 81.6
Q=CLH^1.5
Q(cfs)= 0.00
Q(cfs)= 2.50
Q(cfs)= 7.08
Q(cfs)= 13.01
Q(cfs)= 20.04
Q(cfs)= 28.00
Q(cfs)= 36.81
N \Engforms\DetcaIc.xls
G D ET 1 RA LNG NOT O CONTACTOR
/ ~ r ~ , FLOOD CROSS SECTIONS 1%ANNUAL CHANCE (1OO YR.) TO ENCROACHMENTBOUNDARY to Z ~ ~
\ / ~ ~ CONTRACTOR TO COORDINATE GRADES ALONG ~ k / _ ~ ~ MAP No. 37119C01p5E WATER SURFACE ELEVATION w " O w vii
/ / ~ ROADWAYS, & ESPECIALLY AT DRIVE CONNECTIONS, / ~ ~ FLOOD DISCHARGE (CFS) , (FEET NAVD88) COMMUNITY w p ~ - W N ~ m w ~ CROSS STREAM FLOODWAY ENCROACHMENT = H Q W - p
f / \ / / ~ SECTION TATIONS EXIST. LAND FUTRE LAND EXIST. LAND FUTRE LAND LINE oC U m n. ~ Q ~ d
WITH ROADWAY PLANS PREPARED BY OTHERS. / ~ / \ / ~ " ~ USE COND. USE COND. USE COND. USE COND. LEFTlRIGHT LEFT/RIGHT ~ p ~ 0 ~ ` } H w mN~ f-ZN_~
CONTRACTOR TO NOTIFY ENGINEERS .PRIOR TO / f / z/ bl 60632 2985 3822 682 682.7 475129 550129 Z w Q I- ~ Q Q p Z
T TI F ANY ALL DI RE AN / % - - - ~ ~ ~ ' CONS RUC ON 0 _ & SC P CIES ~~C'3Zp~-OQO~.
/ ~ ice.'` .BETWEEN THE PLANS.. / , _ . ~ / DJ 61423 2985 3822 683.1 683.8 100!201 1351335 ~ H ? N w Z p ~ p 1 OCOC-U~wUp
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~ NOTE: ~aZ aoma~
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/ ~ ~ ~ MARKED LINE MUST BE MAINTAINED ON SITE
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c • T 1 ~ 1 \ -698 ~ ~
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11 , ~ / o / \ \ II 1 1 1 , 1 / I I 702:73 / 70dA5 ~ ~ ~ / ~ / ~ ~ ~ / / ~ / ~ / \ PROP. CONTOUR /'IO??
\ , ~1 . _ / I ? 70228 \ ~.85 / - \ \ \ \ \ I I 72:69 ~ 701 . ~ ~ I I / ~ it 11 / \ I f / / ~ \ ~
III 1 / ~ ~ - I / / / I I 1 , / 709 cues \ \ 1 ` ~ I \ 70 11 ~ \ II ? ea ~ _ \ ~ ~ 1 ~ / ® PROP. SPOT ELEV. ~-702.25 / ~ ~j / \
\ I I I 1,. , 701, / / 1 .04 \ / I I 1 700. ~ 70 1 { k~ I 1 ~ , / tos FLU / 1 ~ t 7st' i I / cups 1 11 ~ PROP. JUNCTION BOX (NCDOT #840,31)
\ \ t I \ ~ueri i / \ 1 ~ 1 X11 / 7o,.53C I 1 I ~ I 1 / 701.9e rcsTO a i I ~ ~ / 0
\ ~ 1\ II I 1 ~ ~ / X11 I \ / ® / //~i . PROP. CATCH BASIN (NCDOT#840.01) .
I I , ~ .ee" / ~ IL i t 1 0 \ \ I I II 1 / ~ e® / l/// /i/~%/~I PROP.FES Q
~ \ 111 ! _ / / / / q ps I 111 I o / • 0 1 ~ / t7 i ~ / ~ ~ / - / / F.E.. 1 v
\ 1 I 11 1 701 b / -6~ / / / I I ~~Q' 1 1 / I I I I / e• v I 701.75 P/ / / / 1 I I / r Q / / / ' ~~i"~/ PROP. DRAINAGESWALE ~ /fir /i ~/G///~ ~ ~ d
I 1 / / / / 70, 6 1 / ~ ~ } I I / / / / / i i II ~ Q- / 1 I I Rr / / otis / ~ I I 1~ SF ~ / 1 I ~ / /~i PROP. DIVERSION DITCH (CMLDS#30.05) -H-1-~r. Q
1 /a aoo / m~ 700.96 I ~ r / \ ~ ~ I / / / / / / ~ I I ~ t7 .75 ~ / 1 I I / .F.E. / r ' / 1 I I 0 F ar / / / / / I I 1 ~ 0a
i 1' / / 1 I 1 / 1 ~ 1 ~ / / 70,., / /////~/i PROP. INLET SED. TRAP (CMLD5#30.09) W ~
~ ~I I / I :r / \ ~ II~ I ~ / \ 1 / / I 700.9, ~ ~ " / T /
\ I / C ~ , 1 I ~ ~ / / / I I~ \ ~ / \ ~ \ I I / / / ING2 / / I I / ~ / / TREE PROTECTION NOTES W ~ J S.W.IM. BUFFER NOTES
~ I II I i ~ /i>< PHAIS / / - \ I 700 ~ ~ / ~ / ~ II / ~ / / > a, ~ / THE STREAMSIDE ZONE OF THE BUFFER MUST BE LEFT COMPLETELY UNDISTURBED. IN THE 1. NO SOIL DISTURBANCE OR COMPACTION,CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,.. ~ ~ _
\ eW- ~ I I 0 / ~ 283 SF 0 I ~ / / \ \ ~ / ~ 75 0 I I / / / / I1 7oa / ~ / ~i/ ~ L I / / / ~ .F.E, ~ / / / / /~j~ MANAGED USE ZONE, AT A LIMITED NUMBER OF TREES CAN BE REMOVED PROVIDED THAT THE TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ~ ~
\ III / V / I / / i y ` I ~ / \ i I I - ~ ~ / / / / III II II / o / / / / / / TREE DENSITY REMAINING 15 A MINIMUM OF 8 HEALTHY TREES OF A MINIMUM 6-INCH CALIPER PER ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR Q„) LLI / / 1,000 SQUARE FEET. REMOVAL OF EXISTING VEGETATION MUST BE PERFORMED IN SUCH A CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. Q
1 / ~ ~ / III I I / \ 0 / / ~i / / T I I 1 r / ~ \ I , I, ~ / / ~ ~ , 1 /r I / / I ® / ~ MANNER AS TO PREVENT DAMAGE TO THE ROOTS OF REMAINING TREES: 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (CITY ~ Z ~ -
I l ~ / / I III 1 / / 1 / 11 11 / /
/ ~ ~ 1 / / ~ / r I / / / :PLANS CLEARLY INDICATE THAT NO FILL MATERIAL IS TO BE BROUGHT INTO THE BUFFER AND THAT OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR LAND DEVELOPMENT ~ = W ~ D NO STRUCTURES qRE ALLOWED WITHIN ANY OF THE BUFFER AREAS (EXCEPT NON- COMMERCIAL STANDARDS MANUAL 40.02. ~J } ~
1\ J/~ 1 / ~ / I 1 ~ r ~ 1T PIN / ~ i / / I J ~ ~ ~ ~ / / / I I / / / / / / 1\ ~1 / / ~ ~ ~ \ / ~ / / o / / OUT BUILDINGS NOT EXCEEDING 150 SQUARE FEET). L J I- 0 i 3. BEFORE GRADINGICLEARING/CONSTRUCTION BEGINS, CALL 704-336.6769 FOR INSPECTION OF J Q
/ / / ~ / / I Q / - ~ \ \ / ~ _ _ _ r ~ / / / I 1 ~o ~ GRADING AND OTHER LAND DISTURBING ACTIVITIES ARE ALLOWED ONLY IN THE UPLAND ZONE; TREE PROTECTION BARRICADES BY URBAN: FORESTER. O
' ~ / ~ .HOWEVER, THESE ACTIVITIES MUST BE PERFORMED IN SUCH A MANNER AS TO PREVENT DAMAGE 0 ~
7 / r / TO THE ROOTS OF REMAINING TREES. GRASS OR OTHER SUITABLEGROUND COVER CAN BE 4. NO GRUBBING WITHIN TREE PROTECTION ZONE, LEAVE SOIL AND LEAF LITTER UNDISTURBED. ~ = Q APPLIED TO THE UPLAND ZONE. AREAS. MENT WITH 1-2 IN. OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBEDIGRADED ~ _
B - 1 ~ \ / \ / / - ~ -895 _ - \ \1\ , , / / / THE OUTSIDE BOUNDARY OF THE BUFFER MUST BE CLEARLY MARKED WITH ORANGE FABRIC FENCING PRIOR TO ANY LAND DISTURBING ACTIVITIES (GRADING, TREE CUTTING OR STUMPING, 5. BRUSH, VINES, AND SMALL TREES (<8"0, OR AS SMALL AS 2"CALIPER) MAY BE HAND CLEARED
INVOUTSas. s ~ ` ~ \ I III ~ ' / ~ •-I / / ~ / - \1 II / I I / ETC.) AT THE SITE AND THISFENCING MUST BE CALLED OUT ON THE PLANS. ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP8 FT. (AT
TAX # 03327301 \ 1 1 1. l 1 / ~ ~ ~ I I / / / ag - 1 ~ I 1 1 111 - / / - E / / / LEAST 213 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY, THE OUTSIDE BOUNDARY OF THE STREAM BUFFER MIiST BE PERMANENTLY MARKED WITH AN IRON 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL; BACKFILL ASAP
NOW OR FORMERLY ~ ~ ? / ~ ~ I I / / / RIM.695.~4 ~ I ~ ~ j ~ ~ I / / / PATRICIAATAMLIN I ~ - ~ 1 / / PIN OR OTHER ACCEPTABLE PROPERTY CORNER MARKER AT STREET CROSSINGS AND THIS TO MINIMIZE EXPOSURE TO THE AIR,
J 1 / / ~ II t DB 20364 PG 150 ~ \ III ` ~ ~ / 1 ~ / 1 II / / MARKER MUSTBE CALLED OUT ON THEPLANS.
\ I /i - - 1 - ~ 1 , /ir / \ Il 1 d I / I' \111 II REFER TO SECTION 12.804(2.0) SECTION 5 -BUFFER DELINEATION. 1 7. TREE PROTECTION FENCE IS TO BE LOCATED 1 F?. PER TREE DIA. INCH AWAY FROM THETREE
TAX # 03327302 \ ~ III \ / I. 1 / , / / NOW OR FORMERLY i 1 I I 1 / 1 1 IN THE SETBACK ORRIGHT-0F-WAY.
1I / ROBERTO VILLA ~ 11 ` I I ~ - / / / CIS 1V I ~ \ 1 \ I / \ r / ~ / a. Streams and buffer boundaries Including alFbuffer zonies must be clearly delineated on all constmcdoo- g, TREES WITHIN THE STREET RIGHT-0F-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED ~ ~ plans,includinggrariing and clearing plans, erosion, drainage and sediment control plans ans site plans. FROM THE CITY ARBORIST AT [phone] PRIOR TO REMOVAL OF ANY RIGHT-0F-WAY
~ \ I I / / \ / / / / AND 1 \ \I I ` \ 1 ~ / \ 1 I c, ~ \ ~ I I / / / / ZUBENERGENUBI \ „I I \ _ / ~ / b. Outside bufferboundaries must be c~ady marked an-site prior to any land disturbing activities. t
Z~ \ I / ~ / / / \ I I i ? I / ~ / SANDOVAL / ` / ~ ~ 1 r / c. The outside boundary of buffers must be permahently marked at highway stream crossings. TREES. ALL TREES OVER B" IN DIAMETER AS MEASURED AT 4.5' ABOVE GROUND & LOCATED a ~ ~ d. Sfream buffer boundaries including the delineation of each buffer zone must be specined on all surveys and WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT
DB 20753 PG 777 ~ ~ I I ~ 1 ~ / ~ \ I ( I 1 ~ ~ ~ / / rewrd plats. [phone] FOR REQUIRED PERMITS.
\llll \ 1 _ / e, Buffer uirementsmustbereferencedinhomeovmers'associatlondocuments. DRAWING INFQRMATIDN CiTB
m <z I / t ~ O 4 / r o'/ I v I I I ~\y ~ ~~~y GENERAL GRADING NOTES ngplneer
II ? , x / ill \ ~ , / < / Q I i I / I ~ / .I/ , h \ ~ 1 / \ ~ 1. LAND DEVELOPMENT INSPECTOR TO BE GIVEN 24 HOURS NOTICE PRIOR TO START OF ~ R D
\ ( I \ COMMU~TY \ I , . \ 1 / ` , ~ I i \ I 1 \ FLOOD BINGE ~ / • I 11 / GoNSTRUCTIQN. TRUE Drawn By
a I ~ / o \ 1~\ LE ~ \ / PLAN 02/19/08 2. _THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN NORTH NORTH
JI~g / - I / / 7 UNOBSTRUCTED STATE AND SHALL. REMOVE FROM THE CHANNEL AND BANKS OF THE STREAM Date
N - TAX # 03327308 Y` tp Gb. ~ I ~ N NOW OR FORME LY > / /~C'r ~ / / TAX # 03327109 ALL DEBRIS, LOGS, TIMBER, JUNK AND OTHER AGCUMULATIQNS. C~Off~ I
I ~ - ~ ° I CARLA A GRIFFI \ ~ 1 / ~ / NOW OR FORMERLY o I I M Q~ / I a Revisions 3. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOOD WAY DISTRICT FRINGE One-Call Center
° ~ I DB 11193 PG 867 / FEMA FLOOD oho/ / / MECKLENBURG COUNTY N ~ p / I \ FRINGE LINE h / AND A PORTION OF REAL ESTATEIFINANCE N I \ / / / ' BOUNDARY LINE OR FLOOD WAY DISTRICT ENCROACHMENT BOUNDARY LINE IS SUBJECT TO 1-03114108-PER ENGINEERING REVIEW
~/-l9 / \ J ~ / DEPARTMENT N I / THE RESTRICTIONS IMPOSED BY THE FLOOD WAY REGULATIONS OF MECKLENBURG COUNTY. CeuBeforeYoauigl 3-04110109 • PER CIT`(ENG. (DOT) REV.
~ / ®•Qv/~ / ~ ~ / DB 0579 P 2 1 I I ~ / / 9G9 \ \ h 0 m ~ \ Q`/ 'Y Q- ~ ~ / / v i... ~ ~ti 4. STABILITY OF ANY RETAIN G WALLSION THE SRTE & DO S NOT A3S IME RESPONS BIL N FOR ~,~p~ E'NGfNF~~' 8~~ 632949 Q~ ENGtNF~
THEM. ~J yQ J~ R~2
I / \ \ I -y 1 ~ ti / . / e ~ I I TAX # 0327309\ \ 1 p ~ 0 / / / ~ C~' ~ h / ~ p
I NOW OR FO MERL r ~/b/ ~Q_`'o 5. APPROVAL OF THIS SITE PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. W E W E WHEN FIELD CONDITIQNSWARRANTOFF-SITE GRADING, PERMISSION MUST BE OBTAINED
I I ~ / THOMASR ALLS ~ ~ r J~~ g~ / ~ I \ \ ~4/ / v AND ~ 0 a/0 / FROM THE AFFECTED PROPERTY OWNERS.
I M~ I I / ~o ~ / . m SYLVIA S WADS 1 L /j ~ I / 1 6. -ALL "STD:" NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. ~SSOCIA'1~~ gsSOCIA't~~
- ~ ~ AND i ~ / _ I / 1 I y~i ~ ~ JOHN LSAGE / ~ / I ~ , / /
„ _ DB 16362 PG 626 J 1 I ® ~ 7. NONSTANDARD ITEMS Q.e.: PAVERS, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT OF-WAY
REQUIRE ARIGHT-OF-WAY ENCROACHMENT AGREEMENT WITH THE fcHaR~nrrE Binnm Stnre Numhar
MY/ D.O.T.1N.C.D.O.T.) BEFORE INSTALLATION. BL-2748
~i 7 I F ON 8. ALL ROAD IMPROVEMENTS AT Mt. HOLLY/HUNTERSVILLE ROAD $ BEATTIES FORD ROAD SHALL GRAPHIC SCALE
o \ ® Q0/~~// KNEW BE COORDINATED WITH THE ENGINEERING DEPARTMENT PRIOR TO CONSTRUCTION. BEA Project Number
so 0 30 so 240
V P ON, o 9. ALL DEVELOPMENT CREATING A TOTAL OF 20,000 S.F. IMPERVIOUS AREA SINCE SEPTEMBER 120 487-003 1978 WILL REQUIRE STORM DRAINAGE DETENTION.
4OF Sheet of
10. THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER, CONVEYANCE. BUILDINGS ARE NOT PERMITTED IN THE EASEMENT AREA. ANY OTHER OBJECTS
a WHICH IMPEDE STORM WATER FLOW OR SYSTEM MAINTENANCE ARE ALSO PROHIBITED. 1 imh . 80 ft. Cl
AA

N Z Q ~ H
i - ~ ~ wZfw,- OZ2WW
~ / ~ \ NOTE. N~opO~~-I-w
~ ~o\ _ _ ! _ / \ ~ ~ \ \ ~ ~ AREA DRAINS BEHIND BUILDINGS'C','D','E', &'F' & IN ~ m N ~ ~ ¢ N z
~ - / \ \ ~ s~. COURTYARDS TO BE NYLOPLAST OR EQUIVILENT. SEE ? p Q p O a z Z a
\ ~ \ ~ ~ SHEET C22 FOR DETAILS. ~ ~ 0 z o 0 Q rr ~ \ ~ a~zNwzo~~
i ~ i~ ~ iii i i i i i~ ~ ~ 1 I ~ I I ~ a ~ RETAIL ' ~ 0.52 ac./ ~ ~ ~ ~'~/~~~~j/ / ~ I I 1 I ~ 1 1 /
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D FRINGE/ r h ~ f
~ ~ ` 1 I F F.EI +-{707.1~IL / 706/ I I ~ j / ~ I ~ 1 I 1 j FLOOD FRING _INE ~
~ ) - ~ 3~~~~Sff R~TR i ~ ~ m ~ - i ~ ~ ~ % ~i i i ~ i i LINy
~ T ~
~ Q~• ~ \ 0.26 ac. ~ ~o . 704 ~ % ~ FEMA L006~ ~ I ~ 1 I ~
~ t I I i ~ Cs-a , 7fl - ~ ~ / ~ FRIN LINE ~ I 1 1 ' 06 7os. ~ as ~ ~ ~ ~ 03.51 ~ ~ o^~ ? ~ 11 ~ 1 ~ ~
i ~ z :oa 0. a Jai / - - ~ ~ ^ ~ f ! ~ ~ ~ ~ ~ ~ ~ ~ wee- ~ - ~ ~ ~ ~
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7 ~ )u TAIL ^11 / ~ 1p3 / j ~ ~ ~ ~ ~ ~r x I~ 888 ZW 0.43 _...f--~ ~ CB-31 - N
/ ' ~,E.#705.9 ~ I ~ L ~ Cs-t l' ~ l ~ - r B-32 ~ (Q~, zWQ ~ m
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- ~ r 0.48 C s8s2o ~ 0 Z ~ Z Z
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~ ~ ~ / , ~ ~ ~ ~ f.. ~ 11 l i , ~ ~ - -
i i~ ~ ES-33 ( ~ ~ i
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~ ~ WETLANDS AREA _~rl ~ /
' ' , ~ ~ ~ Seal uuupi, ~ i 55515. /
~ ' / j'~~t RE7All I ~ ~ a°y~ / I~ ~ 1 1 ~ 11 ( _ - ARE~1.333~
- / r ~ ~ / DRAINAGE EASEMENT FOR ~ ,,Q~,o Nq~..
~ i ~ 1 ~ MAINTENANCE ACCESS SEAL
I \ l - w ~ ~ ~ ~ ~ / ~ / , 12557 v
\ ~ ^r oo < ~ r l ~ l/'//~' iii iii , r
i 1 ~ HII{{I{
y ~ RIP-RAP CHART (CMLDS 20.23
/ NOTE: USE SO L E AVATED FROM F
/ EXISTING WET DS UNDER PROPOSE DIA 0 Q•FLOW OUTLETVEI. (+M APRON STONE
I \ \~i1 t 11I \ ~ ~ ' ~V' C&10x/ ~ ~ ~i r C& 7 ~ \ ! ` ~ DRIVEWAY CQ STRUCTION FOR STRUCTURE N0. PIPE Tw APRON LEN. APRON WID. THICK. / (CFS) (FPS) CLASS STORMWATF,~ ETLANDS. ® (IN.) (FT.) (FT.) (IN.)
/ ~ \ / ~ ® FES-21 59.6 2-36 5.1 0.6 22.8 31.8 12 A
FES-25 67.5. 60 6.5 1.0 .45.9. INE DITCH 12 B
y ~ ~a~l i ~ ~ l,~ 1 ~ X02 ~ % = ' ~ /I ~ I o ac ~`1` ~ ` ~i ~ ~ ~ I E \ \ ® FES-34 21.9 30 7.2 0.5 27.5 35.0 12 B
\ ~ I ~ FES-33 6.1 18 5.4 0.3 16.5 21.5 12 A
STORM DRAINAGE CHART
j ~ / ~ ~ ~ I ~ I PROJECT: LONG CREEK 2EEK DATE: JANUARY 31, 2008 0 W
~ I ~ ~ ~ I I ~ o.s2 ae°''~ _ _ _ rim ~ ~ / ~ ~o s R~~~~ ~i I i ~ ~ ~ ~ / / ~ / 4, 75 ~ ~ ~ LOCATION: MOUNT HOLLYMUNT ~ ~ ~ \ ~ ~ \ \ / ~ ~ r ~ i ~ / /F.F.~. t70~. I 8-18 ~ STORM FREQUENCY ONSITE): ~o ~ ` I I \ / ~ ~i , ~ / , ~ ~ppF ~ ~ I ~ 7 8 I ~ I I I ALL PIPE SHALL BE CL III RCP U HOLLYIHUNTERSVILLEBOAD, CHARLOTTE, NORTH CAROLINA REVISED:. ~ 0 Z
Y (ON-SITE): 10 YR. - C=.95, i=7.03 JOB N0: 487-003 ~ J 't' 0
IE CL III RCP UNLESS NOTED OTHERWISE. COMPUTED BY: JRD CHECKED BY: CTB W J ~ W~~ Z
~ ~ ~1 I I ~ I I 1 ~ 700. / ~ ~ ~ ~ ~ ~ LEA~ERS ~ ~ i ~ ' LINE AREA ( 1 i / /4,800 SF Rf~~- ~y AREA (AC.) Q(CFS) Q(CFS) PIPE: (FT.} (IN.) (FPS) Mr ~ _
J` ~ ~`r I ~ ~ I I I 1 ~ ~O^ F.F.E. +7 r ~ / ~ ~ / ~ ~ ~ ~ ~ FROM TO FFSITE ONSIT i ~ ~ C&1 CB-2 N/A 0.97 REMARKS ~,j„ FSITE ONSIT TOTAL CIA CAP. N SLOPE LENGTH SIZE UP.ST.INV. DWN.ST.INV. VEL. INLETIRIM ELEV. , ` W ~
N1A 0.97 -0.97 6.5 11.6 0.012 1.00 50 18 701.00 700.50 6.6 CB-1704.45 V Q J
~ _ ~ ~ p~ i ~ -L, i / ~ Ro ~S ~ c / / / ~ ~~~,~~L / ~ ~ ~ ~o^_ - ~ - - ~ \ I I ~ cs-2 ce-a N/A o.as y1 lJ NIA 0.46 1.43 9.6 10.5 0.82 66 1S 700.30 699.76 6.6 CB-2 705.04 Z Z _ ~ C 0'
~~~`p - ~ ~ ~ ~ ( t ~ 14 ac. I / , ~ / BUI}.D,ING 2 ~ / ~ \ ? ' i i
V ~ ~ \ 1 I I \ I ~ ~ ~ / ~ G ~ ~ ~ / , ~ PHP~E ~ ~ ~ I ~ cean cea N/A o.sz NIA 0.82 0.82 5.5 11.6 1.00 110 18 701.33 700.23 6.4 CB-3A 707.80 ~ J ~
~5 I ~ y I ~o 1 ~ us- - ~ ~ ~~f~ 1 ~ I ~ . a ~ / 39,23 SF~ ~ 0 1 1 1 ~ 1 ~ cs-s ces N/A o.~o N1A 0.10 2.35 .15.7 24.9 1.00 160 24 699.26 697.66 8.3 CB-3 705.04 ~ Q ~ O
~ ~ ~ ~f~ ~ / ~ ~ / F.E. f7W 75 ~ \ / J = a F-
I ~ ~ ~ CBd CBS N/A 026 N1A 0.26 0.26 1.7 4.8 0.50 64 15 698.08 697.76 3.7 CB-4 703.51 ~ U
NIA 0.49 3.10 20.7 24.9 1.00 160 24 696.76 695.16 8.7 CB-5 702.00
~ - ~i~ l ~ ' i ~ ~ ~ ~ ~ ~ i / ~ l 1 ~ / / U , i i ~ ~ ~ i i ~ i ~B-~ o~ wA o.49
NJA 0.20 0.20 1.3 4.8 0.50 70 15 696.75 696.40 3.4 CB-7 700.33
' \~1T N~ j ~ J I ~ I ~ \ \ / / J~~ RL@2% I / / ~ / ~ ~p~j~/~O. ~ /I~ ,I C&7 CB•8 N/A 020 NJA 0.14 0.34 2.3 4.8 0.50 96 15 696.20 695.72 3.9 CB-8 700.08
l~ I / / ~ , i / I J r~ \ ~ / l / \ ~ ~ ~ / ~ CB-B CB-9 N/A 0.14
1 ~~%~I~~~ / / & ~ / / ~ i / 2~RLQ2°k ~ ~ CB-9 C&10 NIA 0.52 NIA 0.52 0.86 5.7 8.3 0.50 120 18 695.47 694.87 4.9 CB-9 700.08
NIA 0.30 1.16 7.8 8.3 0.60 80 18 694.67 694.27 5.2 CB-10 700.44 a~i ~
/ Z"I . ~/~f ~ ~ ~ I/ i~ CB-10 DID N!A 0.30 a~ ~
~ i DI-6 OI-11 N/A 0.70 N1A 0.70 4.96 33.1 34.9 0.60 120 30 693.27 692.55 8.0 DI-6 700.14 a v H
\ H aGP ~ it'D" / / / \ = / 97z~ ~ ` ~i i/iii \ J ee~- .r iii /i
DRAVIIINGiNFORMATION, ~ ~ ~R~ ~ ice' ~ ~ . . CTB . Engineer
\ ~ ~ \ \ ~ ~ ~ ~ ~ i , , . ~ ~ C&13 CB-14 NIA 025 NlA 0.25 0.44 2.9 4.8 0.50 108 15 697.94 697.40 4.2 CB-13 701.75 ~RD
Drawn By
TRUE ~ PLAN - - ~ ~ \ 1 ~ _ _ i~ i ~ ~ i ~ E N1A 0.52 0.52 3.5 4.8 0.50 72 15 697.76 697.40 4.4 CB-15 703.40 02119/08
NORTH NORTH - ~ ~~,~111111 ~ ~ I~ I CBa5 C&14 N/A o.52 Date
~ldf~ ~/i .J ~\\1,111 ,~1 = E \ ~ CB-74 DI-11 N/A 0.56 NIA 0.56 1.52 102 11.6 1.00 162 18 697.15 695.53 7.3 CB-14 702.00 Revisions
One-Call Center ~ ~ \ ~ 1 ~I~ 865 ' ~ DI-11 CB-16 N/A 0.57 NIA 0.57 7.05. 47.1 53.2. .0.50 80 36 692.05 691.65 8.2 DI-11 700.14 1-03114!08-PER ENGINEERING REVIEW
c uee~vwws~ ~2 ~ ~ ~\111I I) ~ ~ ~ J 111 , I I / C&16 CB-17 N/A 0.17
NJA 0.17 7.22 48.2 53.2 0.50 60 36 691.45 691.15 82 CB-16 700.44
c 800.632-4949 :RLY i ~ \ ~ I ~ RAIN E EASEMENT F ' / ~j ~ \v I ~ ~ _ i~ % ~ CB-17 C&18 NIA 0.10 ~C'~ti'E ENGIN ~ \\IIII~ IN NCE ACCESS ~ ~ I ~ / NJA 0.10 7.32 48.9 532. 0.50 80 36 690.95 690.55 8.2 CB-17 700.27
o m~~ FRyP ~~~8 ~ FFq, .CIS ~ I / ~ - ~ ~ ~ / CB-18 CB-18 N/A 0.07 NIA 0.07 7.39 49.4 53.2 0.50 152 36 690.35 689.59 82 CB-18 699.61
W E W E JBI V ~ \ ~ ~ `~QI II III \ ~I / CB-t9 DCB•20 N/A 0.42 N(A 0.42 7.81 52.2 532 0.50 160 36 689.39 688.59 8.2 CB-19 698.40
1 II I ~ I ~ 1 11 I 1~~ ~ ~ / ~ DCB-20 FES-21 N/A 1.11 NIA 1.11 8.92 59.6 70.6 0.20 32 (2)-36 685.07 685.00 5.1 DCB-20 697.25 TWO 36"RCP's
~`r60gA'(~ gS80C1At~ 77 ~V P 1I I I I ~ 1 ~ ~ = ~ ~ ~ ~ j
~ _ T ~ ~ 1 ~ I II I I' ~ ~ ~ / ~1 111 / ~ ~ \ / / / / ~ J&24 FES-25 12AT N!A _l 12.0? NIA 12.0 :67.5 128.0 0.20 56 60 686.97 686.85 6.5 JB-24 696.00 USED c=0.8 FOR OFFISTE Bloom Store Number
BL-2748
\ I l /llii / HW-30 FES-34 N/A 3.28 / GRAPHIC SCALE \ I N/A 3.28 3.28 21.9 35.1 0.60 72 30 681.50 81.07 7.2 HW-30 681.07 BEA Project Number
,00-e r , r
x V COMM ITY - i~ 10 o 90 40 so 160 487-003
\ /FLOOD RING- - f CB-31 CB-32 N/A 0.43 NIA 0.43 0.43 2.9 8.9 0.60 26 18 681.31 681.16 CB-31685.20 Sheet of
} L E \
C6-32 FES-33 NIA 0.48 IN rzcr NIA 0.48 0.91 6.1 8.9 0.60 24 18 681.16 681.00 5.4 CB-32 685.20 C12 23
` ( o \ 1 inch 40 it. X # D0. TA Q33273 A. 'All- 00,
4
a

T AND No. 1 GRADING P~.AN WE L _ WETLA . ND No. t 10. ~ GRADING PLAN... _
• ON-SITE ~
. , „ WETLAND DESIGN DATA ' DISPOSAL AREA ~ _ - - ~ - _ WETLAND DES! w Z ~ p z = w N
RIP- APRO FOR DR (SEE DETAILS THIS SHEET) EDGED \
SEE EET C SEDIMENT REQUIRED \ (SEE DETAILS THIS, N DEATA IZ- ~ U m ~ p ~ o
' ' ~ DRAINAGE AREA AC 9.0 ~ I REQUIRED ~ m ~ 0 ~ H Z ~ OWC
4"FOREBAY • - ~ CURVE NUMBER WIT DRAI H ,,.r- , ' SOIL TYPES B / DRAINAGE AREA AC 4.2 Z u. Q ~ ~ Q Q p Z
VALV ~ ~ \ ° ^n CURVE NUMBER 0 0 Z 0
FIRST FLUSH IN 1 PEN WA R ~ ° RI -RAP APRON SOIL TYPE(S) g Q ~ Z ~ w Z ~ ~ ~
~ - - RATIONAL C 0.6 / ON-SITE J (S E SHEET. C12) FIRST FLUSH IN 1 o w w p ~ ~ cWn w w \ / DISPOSAL AR ~`~d0 , RAT! ~ W p 0
E V. 680.0 FOR DREDGED ONAL C 0,6 Z ~ ~ Z
STORAGE REQUIRED CF 13155 • ~ SEDIMENT I I ~pOC~QOOC~m~~
685.0 ~ \ ELEVATION ~ SQ. FT. REQUIRED • STORAGE REQUIRED CF 6,142 ~ W ~ _ 0
t- F gE M SF 13,155 - OP ~ , . (AVERAGE DEPTH 1 FT.) J...-~ SQ. FT. REQUIRED
~ . 3 ~ _ r I I AV SF 6,142 ( ERAGE DEPTH 1 FT.)
FOREBAY AREA SF 132 \ LOW MARS LOW MARSH
ELEV 683.5 - - PILLW Y ~ TOP ELEV.=681 LOW MARSH AREA SF 5,260 MIN. BOTTOM ELEV HIGH MARSH AREA F o TOP ELEV, - sso.5 FOREBAY AREA SF 615 MIN. BOTTOM ELEV.=6ao.o ~ TOP OF BERM
S 5,260 ~Ax. o _ LOW MARSH AREA SF 2,457 / .:t ; ELEV. = 681.0
~ MICROPOOL AREA SF 665 / ~ HIGH MARSH AREA SF 2,457 _ ,
LOW MARSH PROVIDED \ / ' MICROPOOL AREA SF 307
TOP LEV, xi 88 .O ? I ~u'~y , r:, +~'s 3 / MiN. soTTOM ELEV=aaas / ~ SQ. FT. PROVIDED CF 13,777 / `,ra~x. so °~~f, ~ ~ / TOP OF BERM ELEVATION - 681.75 _ _ ~ ' • PROVIDED
TTOM ELEV;r681.5 ~ f ~ , SQ. FT. PROVIDED. CF 6,194
~ \ FOREBAYAREA SF 1388 ~ r--- ~ ~ 4" FOREBAY , ~ I~~ y ~ DRAIN WITH GATE
g„ ~ ' • ~ 3~ " LOW MARSH AREA SF I
y ~ 6,061 ` . ~ ~ HIGH MAR ' , ` SH AREA SF 5 639 ~ ~ ~ ~ ~ ' ~ VALVE FOREBAY AREA SF 666 LO W MARSH A
• : . ~r: ~ ~ , ~ / MICROPOOL AREA SF 689 LOW MARSH REA SF 2,469 I ' ~ 0 ELEV.=660.5 HIGH MARSH AREA SF 2,547
/ . , , ~ ~ ~ T LENGTH TO WIDTH RAT. 2.1:1 ~ MIN. BOTTOM ELEV.:690.0 MICROPOOL AREA SF 512
~ N ~ ~ _ ~ ` MAX. BOTTOM ELEV.=679.0 g~ ~ ~ ~ / LENGTH TO WIDTH RAT. 3;1 z ~ °
/ w~ ~ /
' • Y .'r' ~ 5 ~ ~ N I ~ K
~ / / / / • _ x
/ 1~ • 1 cn I/~ ~ ao ~ V/ _ i~
• / ~ SPILLWA - / / Y /
A~ J, i / / DRAINAGE - - OP OF BERM ELEVATION = 681.75 - _ i j ~ SEMENT O Z V ? z ~
r~Y - - / ~ / EASEMENT Il \ - - / / STRI II.ET~ - - - - i - LOW MARSH NOTE: USE SOIL EXCAVATED FROM ~ ~ w a o STRUCTURE T P ELEV. = sao.5 EXISTING WETLANDS UNDER PROPOSED = Z ~ ~ a o ~
MIN. BOTTOM ELEV=6aO.0 DRIVEWAY CONSTRUCTION FOR Z
~ .ELEV OPEN WAT AripN - ~ ~ 685.0 ~ POOL - BO' OPEN WATER MAx. BorroM ELEV: s7s.o STORMWATER WETLANDS, m W Q ~ g ~ ~
- ~ it i ~ 0 / / ELEV. 678., POOL-BOTTOM ELEV. 678.5
WET LAND No. 1 PLANTING PLAN 1 "-20'
WETLAND No. 2 P D P / r•?~ o. 2 PLANTING PLAN a z h
p ~ WETLAND PLANT DATA . ~ . _ WETLAND PLANT DATA ~ r. , '
1 p~ / (SEE DETAILS THIS SHEET) _ - _
i" CE TIPED ~ FOREBAY 1,388 S.F. REQ'D PROV \ \ (SEE DETAILS THIS SHEET)
G SS - ~ HERBACEOUS PLANTS 42 42 \ \ _ FOREBAY 666 S.F, REQ~D PROV Seal ,umnp~r
f - B FER _ _ L \ / I ° I HERBACEOUS PLANTS 20 20 , ~N ~RO~~~,;
LOW MAR ' SH 6,061 S.F. REQ D PROV \ ~ •
HERBACEOUS PLANTS 182 182 ° ° LOW MARSH 2,469S.F. REQ'D PROV ~ , ~ Q~ 9~''••
~ - ~ - \ 689:5 / I c~ J HERBACEOUS PLANTS 74 74 = ~ SEAL
2;5- , , \ \ HIGH MARSHA 2,182 S.F. REQ D PROV ~ f 12557
\ HERBACEOUS PLANTS ' ~ I HIGH MARSH'A' 1,042 S.F. REQ'D PROV ~•.,~'y.'''•~FN~~NtiE~'`~•o~,`~
1 P G G 66 66 ~ R G \ .J H H B p G G G G SHRUBS/SMALL TREES 44 44 , ~ / ~ I HERBACEOUS PLANTS 32 32 ~'0~<T p~+
- - H P G G G. \ ' a,, ON T.e I - ~ ~ SHRUBSISMALL TREE5 21 21 ~rmrm?a~~ L
- - - S G G LARGE TREE 11 11 -6823- G o P G G - RB / LARGE TREE 6 g
(T T T T T H P G GG G T H SB P G , , oT T \ o H G ~ HIGH MARSH B 2968 .F.
T T T T H G GGGG S REQ D PRO T T T o T T T T T T H H P G G ~ HERBACEOUS PLANTS 89 89 ~ HIGH MARSH'B' 650 S.F. REQ'D PROV
T T T S G . o G T T S T o T H ~ \ T o H • 'HERBACEOUS PLANTS 20 20
T T o P B SHRUBSISMALL TREE o S 60 o T T T o T 60 0 0 ~ t 0 T T T H H H 7 0 / ~ ~ SH
o LAR T o P GE T T T T QT T H , H TREE 15 15 0 0 P r. / p -.,.0~ RUBS/SMALL TREES 13 13 ~ ©4 LARGE TREE 4 4
T T T ~ H / 0 H \ T T H \ 0 SB P SB T T S o „ ~ / ~ -TOP OF BERM ELEVATION = 681.75 - LL
T A H • HIGH MARSH C 489 S.F. READ PROV / ~ B T~ P H RB - UT H \ H H P H HERBACEOUS PLANTS 15 15
T H P P / ~ _ ~ ~ ~ ,,@S I HIGH MARSH'C' 855 S.F. REQ'D PROV II Z
p p P T H p p SHRUBSISMALL TREES 10 10 ~ • ; • SB / ~ SB SB P ~-p .5 --p s P P , 00 P ~ HERBACEOUS PLANTS 26 26
P LARGE TREE 3 3 ® ~ A B H P / ~ ~ P P o RB RB I I SHRUBSISMALLTREES 17 17 W
HHP P A G ~ H H ~ A ~ ~ H H H o ~ P P P P I I LARGE TREE 5 5 ~
P ~ / MICROPOOL 689 S.F. RE D H S B A Q PROV H H P p /~1 ~ ®~H, ®SB SBHP PI I~ QQ WCn
A MICROP OL 0 NOT PLANTED A / TO A A B P H P ~ A ~ p P RB \ p ©p © ~ H H RB MICROPOOL 689 S.F. REQ'D PROV ~ ~ J V
P ~ ~ PREVENT L H q A / C OGGING OF OUTLET ~o P P SB / ~ BH p P p p H 0 ~@ 0 p© ®H ICROPOOL NOT PLANTED TO 1 I 1 W~ ,,I~
P A A A - ~ / STRUCTURE. H Pp A A A • A / MIN. PLANTI .J
H P ~ A NG MATERIALS & QUANT. H / S H R A .J ~ P H `Q ® H H ~ ~ ~ STRUCTURE.OGGING OFOUTLET LLI J a ~~I ~ SB p g H RB o \q~g SB H ~ MIN. PLANTING MATERIALS & QUANT. ~ j V "J .i H
i / - 6 HERBACEOUS PLANTS1200 S.F. ~ - - -
B SHRUBS1200 S.F _ ~ / -1 TREE1200 S.F. H = ' / ~ / DRAINAGE - ~ HERBACEOUS PLANTS1200 S.F. ~ ~ ~ t-
NOTE: PLANTING MATERIAL & - - OP OF BERM ELEVATION = 681.75. y ~ EASEMENT - SHRUBS1200 S.F U W ~ ~ W - - - - - - - - - - - - - / -1 TREE1200 S.F. V
QUANITITIESARE TAKEN FROM THE - - - - - - - - - - - - NOTE: PLANTING MATERIAI. & r I~ Z Z
/ DRAINAGE NCDENR STORMWATER BMP MANUAL, QUANITITIES ARE TAKEN:FROM THE v = I,I j W I
/ EASEMENT CHAPTER 9. NCDENR STORMWATER BMP MANUAL, ~ }
~ ~ - ~ II_ CHAPTER 9. J O ~ z
' ~ l i iii
NQTES: II_ I oo~ Q 1 -20 J = Q ~ ~
PLANTI s NG SCHEDULE PLANTING. SCHEDULE ~ ~ ~ Q.
• WETLANDS TO BE LINED WITH CLAY TOAD SYM. QTY. EPTH OF 12 . BOTANICAL NAME COMMON NAME CONTAINER HEIGHTISIZE SPACING LOCATION SYM. QTY
S 24 ELEOCHARIS ACICULARIS n SYM. QTY. BOTANICAL NAME COMMON NAME CONTAINER HEIGHTISIZE SPACING LOCATION ~
• CONTRACTOR TO PROVIDE IRRIGATION UNTIL PLANTS FULLY ESTABLISHE SPIKERUSH 6 NIA 3' OIC FOREBAY J 123 D' W 24 ELODEA PP. " S WATERWEED 6 NIA J 123 fUPATORIUM FISTUI.OSUM JOE PYE WEED 6" N!A 2' OlC HIGH MARSH O
Q 14 3 01C FOREBAY M 123 M 123 ASCLEPIAS INCARNATE SWAMP MILKWEED 6" NIA
• TOP CLAY LINER WITH 4 OF TOPSOIL. ISOETES SPP. QUILLWORT 6" NIA 3 O1C FOREBAY P 82 T 61 SCIRPUS AMERICANUS THREE- . P 82 VIBURNUM NUDUM 2' O/C HIGH MARSH r~ POSSUMHAW 5 GAL. 24" X 24" X 24" 4' OIC HIGH MARSH vJ
SQUARE BULLRUSH 6 NlA 2' O/C LOW MARSH H 83 { H 83 ALNUS SERULATA HAZEL ALDER
• SIDE SLOPES NO GREATER THAN 3a1. A 60 PELTANDRA VIRGINICA ARROW ARUM " , 6 NIA 2 OlC LOW MARSH SB 22 I SB 22 NYSSA BIFLORA SWAMP BLACKGUM B & B. 2" CAL.XM~N 8?TALL 4' OIC HIGH MARSH.
G 61 CALDIUM JAMAICENSE SAWGRASS g" NIA 2 O/C LOW MARSH RB 22 • { RB 22 BETULA NIGRA AS SHOWN HIGH MARSH
RIVER BIRCH B & B 2" CAL., MIN. 8' TALL AS SHOWN HIGH MARSH ~
v NOTES NOTES NOTES:
A 1.4$ INCH LAYER OF AMENDED SOIL IS REQUIRED IN ANY AREA WHERE PLANTINGS ARE REQUIRED (SEE SOiI PARAMETERS}. 1.4.6 INCH LAYER OF AME D N ED SOIL IS REQUIRED IN ANY AREA WHERE PLANTINGS ARE REQUIRED (SEE SOIL PARAMETERS}. as INCH urEROFaMEr~n r~MIN a cLn H
n solos REgUIRED aaaNr T-0I'MIN 2YEAR FLOW STRUCTDRE- ~ _
~ OUTLET SPILLWAY ~+•+a~A OUTLET SPILLWAY PLANTIN0.SAREREOUIRED 3 ~OIgWPE CTB
SEE SOIL PARAMETERS EIR WIDTH 1' WEIR ~ "~~"D WIDTH 1 ~ Nor~s N,><WBMiENPDR~ID'PDDLIiAI 3 Engineer
WEIR LENGTH 58.5' 2. PRONDE20ACCESS WEIR LENGTH 2 ' EASEMENT TODONPECT a EMBANKMENT $ wEnaNO EasEMENrro PUMINGSZDNESAh9 PLlNfSELECfiW 3 J' JR.D fL~YFFO PFItT1E BAIP DESIDN NANDAL, p41P1ERg '/~+vj(
3:1 SLOPE a Drawn By
o _I_ _ EMBANKMENT DEDICATED RIGHTOFWAY. ORIFICE DIAMTER 1.5° MNUMDMTEMPDRARVFOOI.UMR N 1"PVC ORIFICE EMERGENCY - ORIFICEDIAMTER 3. ALLwETiAMSSHALI.H4VEA 2 ALLPUNRNG$6NALL BE,.DCV.NA7IVE ~ i o1 Q SPILLWAY SPEdE3. :.~C'.'. $~41 , ` 1 3 O~L 1. V! O V
'III=1 I- 840 II=~ 1 1"PVC ORIFICE EMERGEN Y MiNiMUMSDFOOTacxESS sA~Tr a PIPE {ANCHOR SPILLWAY I ~I C EASEMENTCONNECnNGTO a (aaaG safETrBENCx A IPoiIGATIDNMAYBEPROVIDEDFORINRUI 2•' ~ Date (ADJACENTTO POST CONSTRUOIION_. ESiABIISNNENFAN7DRf sEAS~avs. PaREeAY '
~ ~ I-I I WITH CONC. (58.5' IN LENGTH) _ - PIPE (ANCHOR 1.75 SPILLWAY DEDICATED PusucwcrrtoF Pa =~=I I ~ ~I I I-I I' WITH CONC. ~ war. coNNECnoNSNO~aD Dff~ BE TO A MINDR ROADWAY. DEEPFA CONTRIXS EASEMENT 1 4 1 TNANSFTJ IPCCE) tt~~ ~
ro 1= 83.0 COLLAR). 83.5 =1 I 1=1 i (28 IN LENGTH} nuN - W EVEL ~ 80.5 COLLAR 81.25 a - Wn' EV } accESSROaoswa~ravE ~ - ~ EL MIN.tYSTABILIffDWIDTH, ~ RISERw,xDDDdR ~ ' ~ ~ ~ Revisions TRASxRaac '•1 SEED 1Vi17C
~ - n PERMANENT STABLE = Max.~oNC.cRaDEOFts~, ' ~ - " ' _ - ~ PERMANENT STABLE MAX. CROSSSLOPES%. R1S°'~"'~L xo',rREES ox 1-03114!08-PER ENGINEERING REVIEW
_ _ - _ I I -I I I~ =11 POOL OUTFACE • 11= _ - G -I ~ I=1 I III=1 I I I I i~ 1-I I ~ I=I ~ I ~ I(=I =III POOL OUTFACE FDRESAY v = "1= - I ' -I a 111 I I~ 80 -I 11=1 I I I- ~ ~B~ ~ a~s~6 EMB~xi"~T 6 -05102108-PER NCDENR REVIEW
-I11= 0.5 I I- I_ I I I_ _ _ _ I, ~ ~I I I I I, i ~I I 11=1 A =11I = I. 'I i = _ -I 11= 8.5 I I_ - I 111 111_i I I ~H~~" ~ ourF~uL 6 3 1 3 1 2 1 2 3 1 3 SEED A~ EED
.I- - l,,,ll_I~I _ _ -III =I_ - _ 1=11 ~ .III-I I I_ - - I I-I _I 11=11 I ~ ! 1=11 i 1=III- ~I I i-' T -I I i=ur - ~ ~ ~ DFENWAlEP/1ACROPOOI DwAtfRBEmxge,WSEx,rAHDrr,
~ FOREBAY ~ ~ I~ -1 I I- I ~ I=1 ~ I =I ~ I' NqN NhReH ~QOYEVtIEYEL DE83TNANCWATERDEPRQ
-I I I=_- =I I ~ FOREBAY 'I I (=I =III= ~ POND DRAIN ~ I=III=III=III POND DRAIN ~ I I - I - ~10OR1bYE1RRIEVEL IONNARSN
u LOW MARSH ~ ~ , LOW ; , I ~ I1, I I hI I r °~uc REVERSE PIPE MARSH REVERSE PIPE ~ ~ ~ ~CRIEVFI. S'UTERDEPDI BE7WEENSANOIBT MMNTENANCE DRAW
N" WETLANDS HIGH MARSH POND MAIN,ENANCE ~ vuvE(MEERr~ PLAN VIEW PER"4lENf NmTDSCA,E _
v WETLANDS HIGH MARSH U8'ORM4TION MUST BE OPENWATEW,Adi0PO0L P001. (WATER DEF'fHBETWEEN IO'ANO72~
~ PROFILE ^^A^„ ^ PDSTEDATSRE
x NOT TO SCALE rKUI- ILt 201 ACCESS EASEMEM (LESS THAN B' WATER OEP7H) HIGH MARSH Bloom Store Number
>1 NOT TO SCALE TD PuSUCD Y 'I SOIL PARAMETERS SOILPARAMETERS LOW MARSH .•i 80% SAND 80% SAND (WATER DEPTHS ZONE 1
0 20%ORGANICS (CLAY CONTENT 0%4%) PLAN VIEW INFILTRATION RATE OS IWHOLR (1.0 PREFERRED) 20%OROANNS (CLAY CONTENT 0%-6%) VLOWMARSH. BL-2748 (WATER DEPTH SEIWEEN SAND 18') ZONEZ PROFILE
NOT To PH&8.7.0 INFlLTRATN)N RATE 0.5 INMOUR (1.0 PREFERRED( P410EX 10.90 PH&.6.7.0
NOT TO SCALE P4'08"0.30 ° ° NOT TO SCALE Nmro8CA1E BEA Project Number
00 m NOT TO SCALE NOT TO SCALE 487.003
m WETLAND No. STD. NO. / Sheet of
No. Q 21.11 REV. BMP FIG. 4.32 STn. REV. C13 2
21.11 a 1.10 SMPFIG.4aS 21.14 2

SEDIMENT BASIN DESIGN DATA u, z ~ ~
\ \ i ' ~ (SEE DETAIL 30.Q1 ~N SNEET C22 FOR DETAILS). Z w ~ Z w w ~ i ?i
k / ~ ~ l r ~ ~ =0Q wv~Hm~
.~v / ~ / ~ ~ / ~ r~ BASIN #2 BASIN #3 I- ~ U m Q F- 0 0 w ~ DENUDED AREA AC. 1.4 1.0 m ~ O ~ ~ Q N ~
/ ~ ~ DRAINAGE AREA AC. 1.4 1.0 ~
/ ,y'am' ' i ~ /j ~ ~02~ Q2=CIA CFS 4.1 2.4 ZOa00aZZa
i . - .r- / / ~ \ Q10=CIA CFS 5.7 3.5 Q~ZZwZpQ~
OCp~p~NU~WU~
~ 1 ~ \ STORAGE REQUIRED CF 4,860 1,800 ~ a w Z ~ 0 ~ ~ z
\ STORAGE PROVIDED CF 6,048 2,148 FZ- d ~ Q ~ ~ m a H
COORDINATE THIS PHASE OF CONSTRUCTION Z w = O w
~ ~ \ (INDICATED BY SHADED AREA) WITH EROSION SURFACE AREA REQ'D. SF 2,477. 1,043 w ~ ~ ~ ~
y, CONTROL INSPECTOR. THISAREATO BE SURFACE AREA PROV'D. SF 2,592 1,058
~o . J \l .COMPLETED DURING DRY, WARM WEATHER
~ ~ ~ WHEN IMPACT TO WETLANDS WILL BE BOTTOM DIMENSIONS FT. 24 X 46 11x34 ~ ~ ~ TOP. DIMENSIONS FT. 52 X 88 39 X 62
MINIMAL. BOTTOM ELEVATION fT. 685 681
~ j , \ TOP ELEVATION FT: 690 686
/ / , ~ _ /1~~~/ I AR~A 13.51 AC ~
~r - - ~ f//// SEDIMENT r . L ~ . ~ ~ J ~ ~ ~ EMRGY. SPILLWAY ELEV. FT. 10 10
0~~ _ ~ i 707'""_ ~ I I - ~ - \ \ ~ ~ \ ~ ~ SPILLWAY WIDTH FT. 7 MIN: 7 MIN.
~ ~ \ 1 \ \ ~ r` SOIL TYPE: CeB2, EnD, ~ Mo
-1 T l ~ ~ ~ \ ~ ~ ~ SKIMMER SEDIMENT BASIN. DESIGN DATA
- I \ / / / F~RAP r • - ~ I I / APRON ~ \ \ ~ ~ (SEE SHEET C22 FOR DETAILS)
1 I / ~ / / / ~ ~y i I / I I ( ~ l 1 1 I / / os I / DOUSt w W \ BASIN #1
~ ~ I Y / ~ ~ I ~ / / { /i.~i/ / I I I ~ ~ I i o I ~706~9 aex. / i 9 /r ~I1GFfHA7~ -
a! I ~ .E. I I I I ~ I I I I F.F / I /T I ~ 170.1 706 I /i , S F€NL~ - ~ ~ DENUDED AREA AC. 10.3 Z~ N
I I I F F.E. i / I ~ - ~ 1 I I ~ - - I I I ~ I / N ~ ~ I I r~ / ALO G I I 1 ~ 1 I I - ` \ DRAINAGE AREA AC. 10.3 ~ ~ z ~
I I / \ I ~ /1/ / ! ~ / I i I { I o I / 10 ~VE~R .WETLANDS I I 1 / I I I - / r .3.1 2a~ )S_~ \ ~ ` \ ~ \ Q2 =CIA CFS 30.9 Q °D
LI ? ~ / { ~ I / ~ I r/ r ~ CLDS_.3 .06B . / ~ / r / / ) T I I ~ I~ / ~06~ . \ Q10=CIA CFS 43.4 Z W - w ~ o
I{ ~ o r// / _
I _ / / LE E ~ ~ STORAGEREQUIRED CF 18 540 ~ ~ v ° O z~ n
~ r 1 ~ I I I ~ I ~ / LOPE DISC N / _ . _ . - - I I ~ I I o ~ / ~ ' STORAGE PROVIDED CF 37,068 ~ o °or ~
1' I I J ~ I T f 1 CLDS 3.04 - . - - . - ~ I 1 c ) - ~ I ~ \ f f ~
l , _ , I / f /I ~ 1 / SLOPE i , , ~ X69 ~ BOTTOM DIMENSIONS fT. 71 X 154 cn ~
~ I / f ~ I• r ~ - ~ 1 . \ 1 ~ I / / / I I TYI I / ~ ~ ! 6~8 ~ , ~ ~ TOP DIMENSIONS FT. 91 X 174 °D
I ~ LDS. 30.16 -~.._--u--~-,- i / ~r 1 I ? s~ , ~ , s'~~ \~4 \ \ ~ ~ ~ ~ BOTTOM ELEVATION FT. 681 3
,~0 I o .103 f / f ~ ~ ~ ~ ~ 1.{i ~zri: 1 ~ 1 l l 1.{i ~zc;. 6 ~ ~8~ ~ ; ~ TOP ELEVATION FT. 686 z o
I / 05.95 I~ / / ~ / 6' i 1 / / ._...r ~
/ / f l 11 ~ r ~ / f I , ~ / STOR INI~E / s 1 \ , - o~- . d`' ! ~ \ ~ MAX. SED. DEPTH FT. 3 0
PRO CT O / r~ I C _ t (l l _ °w~'`• ,5~' SKIMMER SIZE IN. 2 ~
\ ~ / ~ / / , , ~ 1 1~ Qbs f , d (Q r l r ~q _ ~ ~ / f / I - ~~K ® ~ ~ ~ : - ~ SKIMMER ORIFICE DIA. IN. 2
~ Seat ~~amnq~
~ ~ ~ ~ - ;I i ~ ~ r _ r i_, f I _ ILT F \ I `y ~~il - ~ ~ CAR SILT FENCE ® \ / /-~''r /~/c~~ BARREL DIAMETER IN. 36 • ~~i
'1 I - ! - r ~ 'l / / i ? { y ~ CLDS ~ I I ~ i I I I '.,arm Y I ( (CLDS. 30:06A~ ddadl uB" sSd1~ e ~ ~ ~ ~ RISER DIAMETER IN. 48 • o N ' •
~ - . . ~ \ ~ / RISER HEIGHT FT. 4.5 ~ '
i / I - ,°y' r~ ? SEC ~ I ~ /9 I ~ I ~ I~ ` i•. WETLAND AREA \ ° r I ~ / i I I~• . - _ . - . r ~ BAS I? SEDIMEN ® ~ / ~ . • ~ / j / ANCHOR BLOCK DIM. FT: 6 X 6 X 1 SEAL •
/ o / / ,,o~ / I I . -ARE 1.333 l ~ , BASIN #3 ® / ~ r~%' / ~ , / 12557.
~ I r / r I I i r ~ I~ (CLDS. 3Q:01) / ~ ~ / ~ `•.,.F F•:•` P ~ l / ~il%/~ / ~ i' / EMRGY. SPILLWAY ELEV. FT. USE RISER ~,~9 •••!~!~~N~~ • ,~0
~ / •E. 1704 / ~ '~O~7BL ROVU ~ ~ 1 ll i ~•I/~ 10' WEIR ~ ~~%l r~ l ~ ,~R~ro `~I
I I ~ / ~ ~ IG H RD I - r ~ ~ r l l _ ~ ~ TORM I €T / ~ / .ILT. E , E. _ - , r ~ / /1 / / / / ~ SPILLWAY WIDTH FT. NIA ii~~h, ~ / / ~ ' ~ / / / SOIL TYPE: Ce62,fnD, ~ Mo
I r/ o r / l 1 I / ! l~ii(~ ~ ~ / l l ~ / / ~ _ / TOTAL AREA DENUDED (THIS TRAP):10.3 ACRES
\ / ~ ~ 1 I~ I CLDS 3 .09 / / 1- .
\ II / / / / / ?I o ~ / GRAVEL / r ~ / e' I Il 1 ~ / / / ~ ° / ~ x% l ~ /l j ~ l / ~ CONSTRUCTION :SEQUENCE
I I a / CONSTRUCTION \ ~ ~ II ~ j I 1 1 / y a0'r / ~ / ~ / / / ~ ~ / ~ ~ / / \ 1. OBTAIN GRADINGIEROSION CONTROL PLAN APPROVAL FROM THE CITY OF CHARLOTTE
1 \ ~ ~ ENTRANCE 'I I / , / / I ~ / ~ II I _ / ® / ® ~ / / ENGINEERING DEPARTMENT.
~ II ~ , I / CLDS.30.11A I I ~ / ~ ~ / ~ 1 , e / ~ /f~/ ~ \ 2. SET UPPRE-CONSTRUCTION CONFERENCE ON SITE WITH CITY OF CHARLOTTE ENGINEERING
\ ~ I ~ 1 ~ 1 11 ~ / / - / B / DEPARTMENT EROSION CONTROL INSPECTOR TO DISCUSS EROSION CONTROL MEASURES
~ ICI - I ~ ~ X11 C i . / 't r ~ / B / / / ~ PRIOR TO BEGINNING CONSTRUCTION. /
•II 1 r~ / r 1~ 1I I I ~ ~ , ® ~ / ~ / ~ ~ ~ / ~~j~/ 3. INSTALL SILT FENCE, INLET PROTECTION, SEDIMENT TRAPS, DIVERSION DITCHES, TREE
1 a, / / III I ~ / / ( / ~ ~
~ o ~ ICI ~ r ~ / .75 i I \ ~ e / - ~ t7 ISL PE S ® / l ~ ~ / / Y/~/~/ PROTECTION, 8~ OTHER MEASURES AS SHOWN ON THE PLANS, CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
/ i 1 1 1, I I I I r / / T BILI \ II II r / / i I / /
~ V ! / //i / / ~ / ~ 1 I 1 / r / / / / I 6• r ~ \ ~ ~ I 1 , / , r / I C DS. .1 1 / / / ~1 ? I //i / 1 / / / 0 y 4 BEEN APPROVED, EGIN CLIEARI G 8~ GRUBBING.INEERING INSPECTOR. WHEN PERMIT HAS Q Z
I / r 1 ~ I / / / \ I I 1 ~ .75 r 1 ~ ~o I I I /o F.F.E. t7 , / / / f . 5. MAINTAIN EROSION CONTROL DEVICES AS NEEDED. INSPECT & REPAIR AFTER EACH RAINFALL. ~ O
I T, I I I / ,h I ~ r / / / ! I / \ \,I I I I I / / ~ / / c / / ~ 1 / , 1 t W LU ~ Q / 6. INSTALL AGGREGATE BASE COURSE ON ALL AREAS TO BE PAVED TO STABILIZE: STABILIZE ALL J J
/ 0 TREE PROTECTION NOTES OTHER DENUDED AREAS AS FINISHED GRADE IS ATTAINED: W _J V z
~I I , 1 / I ~ / / 1. N0 SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, 7. INSTALL INLET SEDIMENT TRAPS AROUND STORM DRAINAGE STRUCTURES AS THEY ARE ~ N _ 0
~ ( f / f 1 \ ~ / / ~ \ a~ / i / . 1 / I / ~ , 11 I 1 r / / TRENCHING OR OTHER LAND DISTURBING ACTIVITYALLOWED IN THE TREE PROTECTION INSTALLED & AT THE END OF EACH DAYS WORK, REPLACE INLET SEDIMENT TRAPS AS INLETS ~ ~ J
\ `r . III ~ o I / I / o / ~ / / / / / ~ ~ / ~ o / ~ 1 i 75 ~i \ ,11 L ~ .F.E. }7~1. / / 1 / / r ZONE, TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING, OR ARE COMPLETED TO FINISHED GRADE. 1 r CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. U W
Y. _ ~ I ~ / r / / / ~ I / I DOUBL BROW ~ ~ ~ / \ y f/ 8. ESTABLISH VEGETATION ON ALL DENUDED AREAS EXCEPT BUILDING PAD & AREAS TO BE ~ O O
/ / / / o / / \ I ~ I ~ \o //r z. l ~ ~ I HIGH H R, ~ / ~ / I / / / ~ 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (CITY PAVED AS AREAS ARE BROUGHT TO FINISHED GRADE. ALL EROSION CONTROL MEASURES Z Z Q ~j~/!, OF CHARLOTTE TREE ORDINANCE GUIDELINES; APPENDIX 9)DR LAND DEVELOPMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & SEDIMENT CONTROL ~ ~ ~
I G...... I m I i / / r ~ ~ I ""'f ~ / SILT F C i/ ~ ~ / / ~ , h i •.I / s~ / ~ ~ / / ~ I 1 / / 1 / ~ / r ~ ~ ~ / STANDARDS MANUAL 40.02. PLANNING & DESIGN MANUAL, CITY OF CHARLOTTE ENGINEERING DEPT. , CITY OF CHARLOTTE _
I 1 1 1 I / G / ~ r \ 1 ~ I / r/ / //r II /f I /~,/~/v ~ / ~ r r /,(~j,~/~// / EROSION CONTROL ORDINANCE , & THE U.S. SOIL CONSERVATION SERVICE , z } ~ W J
, ~ ~ f ILT~FI=NCE / E`TI~ ~ ~ / / , 3. 1~ ~1J ~ 1 ~//i r - iTPIN / ~ , / / ~ F/' / ~ f CLDS. 30.06 / LD .0 ° / ~/r / 3: BEFORE GRADINGICLEARINGICONSTRUCTION BEGINS, CALL 704.336.6769 FOR INSPECTION OF ~ TREE PROTECTION BARRICADES BY URBAN FORESTER; 9. THE CONTRACTOR SHALL DILIGENTLY & CONTINUOUSLY MAINTAIN ALL EROSION CONTROL .J ~ O
~I i . ~I ) / ~ ~ / Q/ / / I\ 1 / 1 ~ / I °rr, / ~ / I/
1 ~ l f - / ~ / l / , r , ~ / ~ / / ~ / r / ~ 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED. DEVICES & STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE O Q ~ > / CONTACT WITH THE MECK CO. EROSION CONTROL INSPECTOR SO THAT PERIODIC / / SUPPLEMENT WITH 1-2 IN. OF MULCH. RESEED WITH GRASS ONLY IN DISTURBEDIGRADED INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION. ~ = Q
% AREAS. _
- / / / ~ ~ ~ ~ I / / 10. ONCE ALL AREAS ARE STABILIZED AND SEDIMENT BASINS REMOVED, BEGIN CONSTRUCTION OF ~ U 5. _ BRUSH, VINES, AND SMALL TREES (<8"0, OR AS SMALL AS 2"CALIPER) MAY BE HAND CLEARED THE STORMWATER WETLANDS. ENSURE NO SEDIMENT FLOWS TO WETLANDS DURING OR
I / r / / ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE LIMBED UP 6 FT. (AT AFTER CONSTRUCTION.
~ ~ ~ / ~ r / 1 ~ ~ r II / 1 ~ r/ / LEAST 213 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY.
- \ I I 1 / rr /r 8. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH SHARP PRUNING TOOL; BACKFILL ASAP
aB , _ ~ ~ i I / ~ ~ 1111 ~ I SKI { ~ r / 1 / 1 / RIM:695.~4 1 / / TO MINIMIZE EXPOSURE TO THE AIR.
~ ~ 1 I ,N 1/ \ Ii , / INV IN:686. 5 J ~ - ~ / I \ I, III / / / / 7. 7. TREE PROTECTION FENCE IS TO BE LOCATED 1 Ff. PER 1REE DIA. INCH AWAY FROM THE TREE
INV OUT;686. 3 \ \ \ ~ 1 - d 1 / II / II / / Y h1 I , III /r ~ r r• %///r IN THE SETBACK ORRIGHT-OF-WAY.
r' ~ I I I \ I r. I - ~I r I 1 r TEMP. ROCK ~ I I I l / ~ - ~ ~ i 6. 1 ~ 1 I 1 ~ r 8. TREES WITHIN THE STREET RIGHT-OF-WAY ARE PROTECTED BY LAW. A PERMIT IS REQUIRED
1 1 1 . ~ . r r r \ I I I! ! f / / r CHECK DAMS IN ~ I I . ~ \ ~ ~ 1 r ri 1 J//r / FROM THE CITY ARBORIST AT [phone] PRIOR TO REMOVAL OF ANY RIGHT-0F-WAY ~i
, \ I ~ / r r r I ~ ~ II / ll~ r, f f/ / EXISTING DITCH \I I I I I ~ / r r r r r•/ r ~ i i r 11 r f ~ r v \ I I \ I r- ~ / / / • TREES. ALL TREES OVER 8" IN DIAMETER AS MEASURED AT 4.5' ABOVE GROUND 8 LOCATED a~i WITHIN THE SETBACK ARE PROTECTED BY LAW. CONTACT LAND DEVELOPMENT AT a ~
~ ~ \ I r \ / r f/ l @ 50 O/C ~ ~ I / I I r / / ~ r / ~ 1 I > r • / .[phone] FOR REQUIRED PERMITS.
~ I 11 / / / r r (CLDS. 30.10) ~ SILT F~ICE II ~ / ~ / / / ~ \ I I II /r / /
~ o o ~ I CLDS 3 06 II rri f / ~ r GENERAL .ERO. CONTROL NOTES CTB DRAWING INFORMATION En Ineer
v / / Q ~ I w t t 1/ y 1, ALL "STD "NUMBERS REFER TO THE CHARLOTTE LAND DEVELOPMENT STANDARDS MANUAL. 9
I ~ I x / IGI/ ~ II I f ~ q ~ ~ \ I 9 ~ \ h ~ ~ I/ r z. 2. ON•SITE BURIAL PITS REQUIRE AN ON-SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING ~ R D
\I / I/ ~ I / _ / I ~ I f _ _ ~I ADMINISTRATOR. TRUE PLAN Dranw/n By Q
a I I ~ I~ ~ I I f / / ~ I I ~ : DE D ~ / 3. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE QGr ~ ~lOy
~ ~ I ~ ~ EA .5t 3. J1~/ / , ~ EROSION CONTROL ORDINANCE & IS SUBJECT TO A FINE. NORTH NORTH Dote
N - I \ ~ ~ ~ / 4. 4. GRADING MORE THAN ONEACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A l~~~" C~~~IM$
> \ / ~ / ~ / s o ~ / Revisions VIOLATION OF THE CITYICOUNTYEROSION CONTROL ORDINANCE A IS SUBJECT TO A FINE. One-Call Center ~ ' 1-03f14l08•PER ENGINEERING REVIEW
I I r ~ / ~ ~ / 5. N I i ~/-L / 5. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY$EEDING IS NECESSARY CaIIHeForeYonDigl
~ r Jar/ / TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS & ESPECIALLY WHEN 80O~63Z-4949
\ ~J, o LEGEND
~ ~ ~ ~ ~ Q r~ 1 .r I I \ \ , ~ ~ V / ALL GRADEDYAREAS MUST BE SEEDED & MULCHED WITHOIN 21 CALENDAR DA1YS. REFER T0~ Q~O~ ENG1lyF~R' wwn~ u~g ~p~ ENGIlyF~ EROSION CONTROLORDINANCE FORADDITIONAL REQUIREMENTS. mJ ZQ J~ ~'2
i \ \ ~ 1 o / / ~ r EXIST. CONTOUR ~
7 ~ ~ ~ ~ / s: / I ~ 1 ~.e ~ r I ~ ~ ~~.o~ r 6: ADDITIONAL MEASURES TO CONTROL EROSION & SEDIMENT MAY BE REQUIRED BY A W E W E ~•~0? J REPRESENTATIVE OF THE CITY ENGINEERING DEPT.
v ~ ! ~ ®jg(~ g ~T r PROP. CONTOUR l ` 02J / h 1, ~ ® ,
6• I y o ~r 702.25 7• v i I ~ ~ ~ ~ / ) I I~ ~ ~ / PROP. SPOT ELEV. ~ 702.25 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. FILL SLOPES GREATER THAN 10' REQUIRE gSSOCIA'~5 qs 5 ADEQUATE TERRACING (CLDSM #30:16). SOCIA'~
N I I / ~ ) I r / / I ~ B 1 4 / I / f I e
~ 1 r r PROP. JUNCTION BOX NCDOT #840.31 ~ 8. I"' ~ 1` ~ I / 8. A GRADING. PLAN MUST BE SUBMITTED FOR ANY LOT GRADING EXCEEDING ONE ACRE THAT ~ WAS NOT PREVIOUSLY APPROVED, ' Bt00m Store NUmI)er
PROP. CATCH BASIN (NCDOT #840.01) ¦ BL-2748
9. RIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT PRE-CONSTRUCTION MEETING. GRAPHIC SCALE
PROP. FES 0 Q rr / . / BEA Project Number
Ic - PROP. DRAINAGE SWALE ~ 10. ADDITIONAL MEASURES TO CONTROL EROSION & SEDIMENT MAY BE REQUIRED BY A QO 0 30 !0 110 140 48TOO3 REPRESENTATIVE OF THE CITYICOUNTY ENGINEERING DEPT.
PROP. DIVERSION DITCH (CMLDS#30.05) -I-~-F~? t~ 10 / 11. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. Sheet Of
PROP. INLET SED. TRAP (CMLDS #30.09) 12. SEE SHEET C2 FOR ADDITIONAL NOTES REGARDING TREE PROTECTION, PERMANENT & IN nff l n 2
a a TEMPORY SEEDING SPECIFICATIONS & SEEDBED PREPERATION. 1 inch = 80 v v
a

H
NOTES: 8° DRAIN BASIN N Z ~ ~ ~
1. CLASS OR MEDIAN SIZE OF RIPRAP & LENGTH, WIDTH 8, DEPTH OF APRON TO 8maruA®srOrox ALTeANATEwAU• TAeLEOFDiNENSONS NOTES: CONFIGURATION D T A B C E l H.Y V?, BE DESIGNED BY THE ENGINEER. DUCTILEIRONGRATE 8" DUCTILE IRON GRATE. W Z ~ o Z = W W SE ETAILTHIS ~ = O Q W N I,,. m=
~ 1r 2-va• a• z4r a'•r z•a sr st rw A MINIMUM OF 24" FROM OUTSIDE DIAMETER OF PIPE TO SIDE OF TRENCH MUST )E OF TRENCH MUST BE ALLOYJED FOR COMPACTION OF FILL MATERIAL, SHEET I- ~ W O O C3
H L S ORM WATER DESIGN MANUAL FOR is 2•tra s rs s'•to• r47 s-r as rao BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE 2. REFER TO THE C AR OTTEIMECK. T 1e• 2arr r rs rav sa s-1• sa tteo RIPRAP APRON DESIGN STANDARDS. w u• r 1D• s'4r ra 4'4r s-z xt ynD IN LAYERS NOT TO EXCEED 6". UNDER NO CIRCUMSTANCES SHALL WATER BE I EDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIpE SHALL BE PLACED INLET a oUTLETADAPTORS ~ ~ 06.0' ~ V m O 1- H- W i SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE AVANAB E 4' THRU S" QA ~ ~ ~ m N O V ~ Z fA
J ~ ° ~ ao• s•yn r.s a'4P ra sa ss 3:t 2sao PIPE HAS BEEN PLACED, COMPACTION REQUIREMENTS SHALL BE ATTAINED B' TALL BE ATTAINED BY THEUSE OFMECHANICAL TAMPS ONLY: EACH 8 EVERY Q ~ o I' ~ ~ Q Z ILY COMPACTED INTO PLACE: I '(t) FIXED OVERALL o Z W Q~ O Q Z~ O
3. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THEAPRON &AROUND THE END : J ti< ss• a• ra sr rnr s4r sa st sago LAYER OF BACKFILL SHALL BE PLACED LOOSE $ THOROUGHLY COMPACTED TNT OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE ar a-trr ra ss z-yr sa s-z at EtzD HEIGHT o O O Z
OF 2:1 & A HEIGHT NOT LESS THAN 213 THE PIPE 0 OR CULVERT HEIGHT. T b• s r•v sa ra as sz s:t 7470 ALL BACKFILL MATERIAL SHALL HAVE AN IN PLACE COMPACTED DENSITY OF 95° 64' 6.1? 73' 6'4P 7.70' T8 8'd' 3d BB10 iED DENSITY OF 95%. PVC BODY I J,I ~ ~y } Z ~ O Q a' W APTOR FIXED INVERT a Q~ Z W Z 0
4. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE - ~ A " C B BC 8' z-s s•0• sa so• sa s:1 11180 STANDARD PROCTOR. THE FINAL 2' BELOW FINISHED GRADE SHALL BE 100%. ~ es e•trr a'ff sar za• sa a'a s:t tzba6 SHALL BE 100%. 12"DRAIN BASIN U1 a~ io~is ~ ~ ~ N V ~ W U ~
SURFACE OF THE RECEIVING CHANNEL. THE ARFATO BE PAVED OR ? L=LENGTH Tr r ra sa ra s•a e'~• a:1 tseeo RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THEAPRON SHALL ALL TRENCHING OPERATIONS SHALL MEET OSHA STANDARDS. CAST IRON GRATE STANDARD ~ W W 0~ (A W W )3, s EDETTAILTHIS ,r DRAINAREA=20.6SQ.INCH ~ O Z Q O W W O
- BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEMNG PLAN , BACKFILL MATERIAL. SHEET ~ j12 CASTINGS ARE RATED FOR LIGHT ~ a ~ a O m a
CHANNEL. THE APRON SHALL HAVE A CLROFF OR TOE WALL AT THE GENERAL NOTES. BACKFILL MATERIAL BENEATH ROADWAY SHALL BE SELECT BACKFILL MATERIAL DOWNSTREAM END. 1 1. SEE FORMER NCDOT STANDARD 310.01 FOR DETAILS, PLAN INLET60UTLETADAPTORS .t-d WHEELLDADTRAFFIC AVAILABlE4"THRTS" - ~ QUALITY: MATERIAL SHALL Z ~ = O
H•VS[ ~I - 5. THE WIDTH OF THE END OETHE APRON SHALL BE EQUAL TO THE BOTTOM ° oaF 2. REINFORCEMENT SHALL CONFORM TO THE REQUIREMENTS OF ~ I CONFORM TOASTMA48-CLASS 30B W ~j VAROUS TYPES OF OUTLETS ~ PAINT: CASTINGS ARE FURNISHED r~
WIDTH OF THE RECEIVING CHANNEL, MAX. TAPER TO RECENING CHANNEL Q° REINFORCED CONC. PIPE OF LIKE 0 PER AASHiO M170, TABLE 2, ~°1 WITH WATERTIGHTADAPTORS N WITHABLACKPAINT FOR:
5:1. WALL B. c9`~ SDR35 SEWER ° CORRUGATED POLYETHYLENE N
T 6. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER, rL« a 3, ALL CONCRETE TO BE 4000 P.S.I COMPRESSIVE STRENGTH. ~ ~ SC DU 40 DWV CORRUGATED PVC •(2)MAXIMUM ~ ~
~ra8mw SECTION ~ 1'6 I i1=1 oursiDEDw4ETF7 FI 0 C D N THE RE ENIN ~ - 7, THE PLAGING OF LL, EITHER LOOSE R COMPA TE I C G ~ 4. PROVIDE TONGUE OR SPIGOT JOINT AT INLET END SECTION. oursloEODU~ETER _ F1~ RIBBEDPVC RECOMMENDED - I,~II~ _ OVERALL HEIGHt tU' C tt
CHANNEL SHALL NOT BE ALLOWED. ELEVATtoN ~ SEE STD.2023AN02D24 1= ~iI- Z
5. PROVIDE GROOVE OR BELL JOINT AT OUTLET END SECTION, I I=1 5. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED. "'`"s"'a"°E 6. THE DIMENSIONS FOR END SECTIONS SHALL SUBSTANTIALLYAGREE 1=1 p WITH THE TABLE. MINOR VARIATIONS WILL BE PERMITTED EIASED ON ~ Il, vARiEs VARIES _ ~-*(~1'
9. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO R :4y "`"P THE MANUFACTURER'S STANDARD FORMS & TEMPLATES. (+5•NUNj
PLACEMENT OF RIP RAP. • ~ ..~a 2a• T G" 7. NOT TO BE USED IN NCDOT MAINTAINED RIGHT OF WAY, ''24' 2a^ MOUNTEDTON ANYANGLE 0° TO 359'. TO DETERMINE
10. -ANY DISTURBED AREA FROM END OF APRON TO RECENING CHANNEL MUST •~Tr E i~ PIPE SHALLBE PL MINIMUM PIPE SHALLBE PLACED
BE STABILIZED. NoT>:: u•"A~a~~ ON SUITABLE MA' uN"wwn vatru0te1 ONSUITABLEMATERIAL 8" INLINE DRAIN 12" INLINE DRAIN ~Tli°RLE IRON GRATE CAST IRON GRATE
SECTION B•B END VIEW NOT TO SCALE NOT TO SCALE s •E D L TH S 12n SEE DETTAIL THIS
• .CITY OF CBIWATPB • CITY OF CHARLOTIB • CITY OF GBABiATPB SHEET SHEET INLET80UTLETADAPTORS ~ INLET$OUTLETADAPTORS
RIPRAP APRON AT PIPE OUTFACES FLARED. END SECTION TREP tCD~ rarm nav~or~' srermea~s ~ rarm DB9B110 ~ rarm D~tor~rr srepDeaus _ r~rr srermeRns TRENCH DETpAIpLA' ~ A LE •T~IR 6"- r~
auR>Aml~ OTHER THAN AT SWIM 2o2s CHARtOT1B. 12" THRU 72"PIPE c~nnco'I'IS FAR S >NQA® I~IYipAE IltQA)88 IWliG,Oi'li );f7 20,23A BtQAD!!8 CHIYf,OTIE Sl7 FOR STORM DRAIN VARIOUS TYPES OF OUTLETS v WRH WATERTIGHT ADAPTORS I VARIOUS TYPES OF OUTLETS ~ 20.25 FOR: d' WITH WATERTIGHTADAPTORS Z ~
SDR~SSEWER FOR: ~ W N CORRUGATED POLYETHYLENE 4n - 12~ SDR~355EWER
4n-6n S CORRUGATED POLYETHYLENE ~ Z O CORRUGATED PVC g p E 40 pyyV
RIBBED PVC CORRUGATED PVC ' J N - O RIBBED PVC ` ~ ~ ~ ~ M
12" CAST ITRON GRATE O W V w z ro~
13.50" Z Q~ z ~ o
o z v z 5.0" Z r`
o~ o~ F°4~ $ HO I,,,> ~ ~ EXPANSION JOINrs~ }d ~ m MATERIAL: CAST IRON (I~~ ~VV~ JQ C ~
w4 Z ¢ ~7H z n / 4 (A O n H~ r~CA O S .,E..., a'-e" a-e N QUALITY: MATERIAL SHALL ~ ~ ~ Z G~ U.. ~ M O Q CONFORM TOASTMA48-CLASS30B iW W Q V g
~H073 ° 8" WALL 8" WALL S WALL V T'HO7D I " " H~Vr U. r 0'71,,,1 dl r*-6 YJALL ON rOT-IN n 8 8 ~ LL.JOL•4 . HZ~xD OOaxZ M"Z-1=D 8 I STD- 840.08 FiIADE pO~xZ r ~ ~ PAINT: CASTINGS ARE FURNISHED CD
A '4 n a2 Ox~n~ 1l4° ~ it~° GRATE B HODA aC ='aq Dm i 4^ " 4 w¢ !L= ~.°l„y,m 3 H-V~Oz ~ e- ~ ~ WITHABLACKPAINi ~ ~ y~ f9
~ 8" 6" Q ~ O NCO I ~ ~ Q H to O ~ i H x 0 \ E" ZH•OTa..'71 ~ T••5 Zw Zty'flr~i - \ NF- Ow STANDARD(H•20)RATED ~ t0[J
pOH :~~r.~ .S.';v+5 :k.~: { N~La.NJ fl9H " ~ 2lr"H . w~ Z a ~ a z a •1.• O Z O Z "r -•"~r i7 O a •4 ~ r. ..:1 x ~ D z H DRAINAREA= 621 SQ. INCH WHEN ARE INLINE DRAINS USED? 4) ~
,,.I ~ ~ F" ° a a LAN F- tnH ' L ..,L.;•, .L.• • ad Np it mro~ mmLL a~ THE INLINE DRAIN CANBE USEDAT THE INLINE DRAIN CAN BE USED TO ~ HINGED GRATE COVER ~1~ ~
S t] Z m~ CURBANDGUiiFRY'&THCA7CHBASINONS7EEPGRAtkS O - m~ -TOP ELEYATiat FOR EASY ACCESS A RISER ANDA TEE i0
PART SECTION PART SECTION PART SECTION PART SECTION ; m ~ „ aw ; EXPAK9IQN JOINf- .USE ON FLAT eRADES2k AF8) UNDER
6"WALL G" WALL WITH 4" LiP WALL WALL WITM 4"LIP
$ i 9'•0" 3'•0"~~~PAE9SED GUTTER l1NE TABLES OF QUANTITIES FOR PIPE SET IN PAD EXPAxsION JolHr W I-I-~ ~ RISER Seale gmuulq CAR ~~~i
ca:QwAnrrBSS H m PLAN,OF_TOP SLAB SECTION S•S ` ` ac 'n m ~ uW° „W1n "r" A71~1T t is a
O z ~ a W z ELEVATION a ~ 10" ~ " D DibF Dlbi DIM 12^ ~ 16". 20" - ~ r NORMRLCURBANDOUTOERONIlGHiORADES D- .•OF SSIpN•.,
tD ~ ~ ~:QQ- q~
Z x 12" 1`'17/$" 0'•77/8° 0'-2^ 0,005 0.007 0.008 H 1:) x rTOP ELEVATION xaAwu. Gurrel LINE " >r 6 H N .V ~ ~ ~ fl 8" E #8 x" BARS k4 BAIt 8" FXPANDION JOINT - 7' W D) VIi n r n O,.Sy" 0'-2" 0.008 0.010 ~ III ~ N ~ ,j : ~ m d e? SOLID GRATE SEAL TEE 12557 , _
15 t -34$ s 0.006 ~ z iII. y q N h -1 b s" • t~E oN GIUZDES rnEa z~ a ° ° TYPICAL INSTALLATIONS ~ °o °o INLINE DRAIN
~ ~ v f3" t s~ a-toffs a-z a.oor Data o.012 o m ~ b c ~ -s• ~ qa V ~ • iII ~ W ~ C ."I ~ r w to" rut., s'-On o a
PARTSECTlON n ° ~ ~ ExPANSIai Jo1NT-i - N W o 2a" t.-B~ t •a'r~ o-s o.a1T o.ota a.ote z ~ ~ t; ~ t7 xa sAtLS "u" t ~~'0f ~ o U s ~ H d OF END ELEVATION ¢ ~ z ~ 0 11'x" s'--'I-"~ DEPRESSED GUTTER LINE ~ ~ INLINE DRAIN
~ m z , " ' 1 " 1 -23Aj o-sly 0.014 oats D.ozs w ~ [•I ~ OD $ ELEVATION y ~ N y :30 2 -off , n r " D) ~ NYLOPLAST DRAIN BIASIN AND. I ,,,~~FO 1111I18~ ~ ~i
~ ~ " n 1 . ° p (g y ~ SECTION R-R DOWEL NOR61AlClAiBANOGUTfERONSi~PC~1IADES t~ t/ '0 w 86 2-3~ ~ 0'•4 0.017 0.023 0.025 x Z ~ ~ ~ M Z N i"1 Z LO PEDESTRIAN (H•10) RATED
S7 C I " 1'-T" 0'•51 " 0.025 J V n Z ND~N[ OIIFJBIIOAB ARO OOAXTITIB3 FOR BRICK CATCA E43IN _ OB 91N. NsmHr a NtTN No NI9Fa " ~ m ~ yl 42:2 -7Yb id a"030 0.038 O ~ m - u(peHSlais OF BON ANO RPE TOP 8LAB cu.YDS. taro. IN Bat BAIIX w9aAr Dm6cno9a O DRAINAREA = SLOSQ. INCH
O _ - Z O PIPE SPAN YBDTFI HIOIH SPAR HEN. HE18NT DDIENSIONS- BARS•U 84A9•V 8483.1 TOTAL TOP BOTTO9 TOTAL Nfa TAR. ~ ONE PIPE Z m y _ ~ =I EBB. ffiAB etAB CONC, Lt RNa era xo - - - - (A 48" 2'-iD~° it-8$&" 0'-5~b" 0.028 0.038 0.047 W LL D A B C 6 H .E... F. N0. LENBiA N0. LENGTH X0. LENGTH D11aE78 O.N. A.C. W
- 12° 3`A" E'•2" 2'•0 0.281 0.281 0.883 1.184 0,020 0.042. _ _ 15" 9'•0" Y•2" 3••0' ~ 0.281 0.281 D.889 1.244 0.031 0.047 WATERTIGHTADAPTORS
154"' 3`-2Y$" 1'-1a1~" 0'-61~" 0.036 0.047 0.058 1B" 3' D" 2' 2" 3'-3b - 0.281 0,287 t.ota ; 1.324 D.oa O.aeS aENERAI NOTES' - 24° 3'•0" Y-2" 3'-9" 0.281 0.281 1.204 ~ 1.486 0,078 0.127 PLASTIC PIPING SYSTEMS
USE THIS STANDARD WITH ALL DAAINAQE STRUCTURES 60" . 3'•~y8°: 2'•Dii4° 0'•5~d" 0.042 D.056 0,071 -•90` ~ 3`-0" Y-2" 8'-4" 4'•8" 1'•2" 4'•4' 1 1'•8° 3 4'-1" 8 4'•1 45 0.147 0,974 0.litt 1.808:2.217 0.122 0.184 USING REINFORCED CONCRETE PIPE SET IN BASE SLAB, 3s ar•D^ z'-2' s'-iD° 4.8 1'-8" 4'-4" 4 2'•0" 4 4'-1^ s 4'•1" 48 0.187 0.415 o.eoz 1.eu ~ E.Sfe o.tts 6ss1 NYLOPLAST DETAILS
. • G'-g^ 2'-211$" 0'-711;" 0.050 0.067 0.084 4P" 9'•0" 2'•2". 4'•6" 6.9 ~ 1'•5" 3'-8" 4 1'•8" 3 3 •S 8 3.9 80 0.195 p,978 0.508 2.1~ . 2.060 0.210 O.S71 48° 9'•0" 2'•E° 5'•0" 8.8 ' 2'•0" 9'-8' 4 E'-6" 4 8'-8" 3 3'•8" 41 Od7S 0.410 O.e89 2.416 ' 2.988 0.819 0.477 . FOR STORM DRAIN
SHEET t OF 1 ° 2'•3$4" ~0'-7~a" 0.069 0,078 , 0.088 SHEET 1 OF t 2 OF 2 34 3'•0" _2,'•2"..• . ..6`•7" •3 2'•7" 3'•C 4 3'-0" B 3'•3" 8 ~ 9'-S" 41 D.21S 0.418 ~ 0.859 2.808 5.485 0,398 0.588. SHEET 2 OF 2 72" 4'-01•x ~ AIBER ILAB .821 dIBIC YAt08 OF BRICK HABONRY PBL F007 HEIGHT sa0. oo saO.OO aD. o eao~.0~
» Z
°m z o z My o~ 2~„ w~ o~ cr7iEAAl xOTES: oo w' ~z as 49" NOtE: USE TYPE "E", "F'r AND "G" GRATE ~4
H• DETAIL SHOWING TYPES OF GRATES 2'-tt~" Q¢ Y---~ NDATAR aDN4rs 3~° 4J• i~" THICK. H} TA o L61LESS OTHERWISE NorED. ~ p~I p ~~s
rn chi USiS ACCORDING TO WATER FLOW. B H3 ~t~ z usE CLASS "a° PANCRETE TNRWGiHRR. ~H•~9Tp O T~ ~Zaxv to o Z}~ o -I ~HT~o $ Boa - ~H'OTI~U3 I USE FOAMS FOR CON8IRIICRON DF THE BDTTaN sLAe, H¢vo mz Z•"t
Hz„•I="~ _ ~ C70axZ mz x-1 + ' USE t4 eAR DORELS AT 12" CENTERS. LLJ0.Hn`•, ~O~O-Aj D rs:XiO H -1 D ooqyx T rh
so70~m TYPE "G" ..TYPE "E" TYPE "F" A w¢ LtZ flo7y0om X X DEDUCT FOR PIPE(S) F9oB TOTAL CU. YDS. OF aRICK NA,y011AY. w¢y u. _ `nAz~ • 'ti~D i A 1 I 9 u F-U"~O rV x'7IZy, PROVI~ ALL CATCLI BASINS DYER 3'•8" IN OEPM TtlTli STEPS 12" Fpx(Ox =XAaO =p~0 ~ F=}z~ =BOO ~ ON CENTER. USE STEPS IWICH COYPLY H2TH S1D. DRAR'!NG 840.86. Q h H ZHpt-'+1 H _ - N N ~oLL~~ ~ W ~ ~ _Q
zH'or'T ~ XA} Ow ZH'~r'T U~ BRICK OR COTA8IETE BLOCK NHtgl CONPLi~ Wrni THE REQIIIAEYENTS 1-x Zw noyz t Ofl~}' ' ~ n 000OJ 0=71w ~ OF SECTION 840 OF 1HE STANDARD SPECIFICRTICNB. O~Q fO.y ~p'(,D ~ _ - ~ SECTION - LL 6ECTION - rB6 O D M A O© A ALIGN FRAdE WITH INSIDE - is~" ~~a
"'I~ WATER FLOW --~-r- SAG WATEA FLOW 9 ~ 'H tF AEINFOAC~ CONCRETE PIPE IS SET IN eOTfOH SLAB OF 80X, ADD TO SLAB O CJ~ D~ A ' ~p I 7/e z ,w ~A~ As sRORtI oN sTD. ND, B4o:DO, z •H c7 > v L ' ' o o EDdE OF WALL TO ALLOW a~ ' ~ ~ ~ ~ / ~ ~ W
'~H ; WR B'•0" rn HEIGHT OR LESS, usE B" HALL. ouER a'•D" IN NEZ~, use h"H Xna 00 , wo Op0 ' 12" TALL TD 6'-0^ FROM tDP OF TRW. AND 8" teALL FOR THE RErAININB W p Z Z 6 1y2°~ ,r Q Z t 8'•D°. 4T/ANTITTS TO ~ ADJIIBTBI ACCOAOINGLY. ~ q FOR VERTICAL ADJUSTBENi ,•e; n -I ~ n ~ ~ 1 Vr rn -Q MALI. SECTION-r- ~°,.o H^I 1. w
_ 1~ Y ~ CONSiRUCI• PDTH'PIPE CAOIQ(S HATCHING. p L ~.~~I + ~ SECTION BB
- - - DO NOT USE BRICK WLSaNRY DROP INLET IN LOCATIONS SUBJECT 70 PLAN " „ TRAFFtc. • 11~z ~'D xlTx cDPtNC RENavm DHANFER ALL EXPOSED CORNEAS 1". T
~ sEI;TION B-B OAAPDNG NDT TO SCALE. B SECTION - PP SECTION - NN U L O W
~'I 'n 1~" 21/a" Z BASat coPlNa tuclDENra.j ~ "W m PLAN - ~ ~ fAANE,GRATE, & HOOD ASS'Y ~""4" Ni r~ ~ ~$n I'r~ O 0 N y = Z z
~ ~ z -"-WATER FLOW SA6 WATER FLOW - o ~ ~ m TDP e7EVATIOH J y,: e ~ ~ -L ~ ( u. p a T LlJ
C~s fl u. O m O 'v ~FB+~~anto ennT~ 1 ~ u r 0 3 r SECTION A•A ~ r m m H
O x n n rr rr ' " N TYPE . E H G F- (\T ~ x T 8" A a^ H W y Z z ~iYPE F TYPE E `-TYPE G ~ Q H s" a s" 3 ""E H !7 N ' _ - H~~ ~ p Z
~a 9 ¢"~p ^ncn QZy o -i \ Dt Fi -I r"~ ~ RAISED ~ LOW ARROW 2 rt ~ ~ p S~ D = I Y 0 Q
a > ~Z P ie HIGH ~ ~ I ' ~ ~ -1 xIIZ ~ t I t p„o z y, RAISED FLOW ARROW 2$ij ac h ¢ c ~ r , ~ I a Q ~ b m
• o iii ~ is" HIGH -r.~ ~ -T 4 W ° p ~ I ~l 8EE tDTE ~ Q H Q D I: ~ Z W 1 I fY' O 71 v Hza ~ nF a I e z D v IA ~ SECTION - AA ) ~ L ~ ~ o ~~F f ~ Q.
za¢ 0'0 7 ziDa v c a p 0 d ~ ¢ x Q ,r r ~aeN ~ ~ 0a~
Z ~ 1 ~2 r c~ O 'HO (Z•' °,t " 3" cur. p72 yxLa atoE - ie• '°i N ~ F'I N C~'1 ~ ~ L M " 7° N al ~ ~ ~ ~ V z~ r-. G ~ FRAME.J'L8B S n C) ~ ~ 0'0." - u "SECTION. Jai y W W
"z 1/s" Q ~ ~ ~ ui W m m z SECTION X-X SECTION. Y-Y v Inc r x s~
x° Yew ~ rn -!a L H~ mp-,T J n ~ o P 1Yr2" lsid I.x- z = "n 6.-.:. a N O ~
N O y " %g" - ~ 1 ~ R ~ w x ~ D71~71slaea AND DBAxrITIES FOR DROP I11LET{eA17m DR Max. aElfier, Bj ~ N p qq~~ O DINEtiSI0N5 ~ 80X BPIPE '+yv r II 1>"1 1~° ~ f- 0 1/S CUBIC YARDS. WBICYARDS .-...OF?llCTI0N8FOR DOWEL z O obi ; - _ I-~ ~Y,~
2.11 2 1i~ PIPE SPPN HBDTH HIM. RETORT L'ONCRETE BRICK rP50NRY ONE PIPE 1y'LU " %S",~ 1~2" D A B H Farr t~R• TcRarz~mr~F~oA C.S, R.C. 3 6" srr' 1~ _ pin r
11/2 tmn0. n .a 11, 0 - ~ T2" a'-o^ z'-o^ z'-a" 0.288 0.313 Dsxz _ 0.020-_ 0.092 SECTION - KK ~1fe
r~ Y2 ~ ~ n. iS° 2'-3" 0•~ 0.919 D•BOD 0.081 0.047 1~'d J SECTION A-A ~ _IS 18" 2'•s" o.zse a.319 _DSTS _ D.D44 o.oss 2'-11YQ'r ~ ~ ° 4r~n
' 24° 9'•0" 0,288 0.313' 0,836 0.076 0.173• 1 OF 2 2 of 2 TYPE _ F ~ SECTION A-A SHEET 2 aF 2 MEET 1 of 1 9D" s-D" a'-6" a'-s" G.2Ga 0.ata D.Bai o.t2a 0.770 SH6Er 1 OF t TYPE G ~ g~0.03
840.03 8aO.03 8aO.15 8aO.i5 03 Boob EtE nTIWI secrloN . BB 840 03 ~ ~ ~ ar •o = w
~ o E 2 m NOTES: 2 D m z 0. !fJ 1= a
A oPT1oNU fuxxoLE H~ M~ INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. Ky, {-rol p C" ,8" s" f Q ~ STEPS DIFFERING IN DIHENSIDNS CONFIGURATION Op YPSERIAI.S FROM THa3E SHOWN IJAYALSO BE 1lSEO PROYID~ 1NE CONT'NACTOR NAS FIIRNI5T1E0 h'¢ H Z ,r
n w z E "t z THE ENGINEER WLTH DETAILS OF 'THE PROPOSED STEPS AND HAS RECEIVED WRITTEN APPROVAL FR04t THE ENGINEER FOR THE USE of SUCH STEPS. , m ~ ~ W O 6ENFJiAL NOTES: ~ E" ~ ~ N O ~ O O a V O t^ 1" DEPRESSION >ry i~'=~. !Y2 i~av
rHTI"~N Y x D CHAIFEA ALL F]0,09® COalIER91". HOC7 rF4,n.O fl MOVr O m0"111-I ~ O -1 8 W,J H D L-J H• Z x W rmiZ-IxD USE CIAS9 'B"CONCRETE TF110URi0UT. OOyxZ hm4tz"l~n ~O" OOytLZ O ~ -A{ =A 1'-~" 1'-fin ~ ~ --ih-- F.... ;aH Engineer o ~ H aozxz
N ~O nm x oPTIaxAL carKlrallcttoN - 4toNOLITHro POIAI, 2" HE7rwY, aR w¢ L1. xa Om ~ ~ n w¢ p„x x.~~nm T X 84 BNI DOSSES AT 12" CEKIEPS A9 DIRECTW BY THE ENGINEER. f•O~a~ ~ ~~D -T 1 }(1 as ~ Z z i ~ +_..0_.. ~ u ~ E E aa~o~
M ~ x~+~a ° m •0 ° ' I.' •r. I D ¢ } H ZNOO to ~ ~ 4 ~ H zxbo.°r, N N - - - ~ ~ ~ ~ " v d7,A , , ~ 775E FOAYS TD C0~7RiCT THE BDTTOr 6LAB. F-s Z W Z ~ 77 I-x zw H r zHprm i' ~ m o i ` qq~ D)1-t1.oJ HOr v!F-u„o„1 paw w ~ ~ ~ Drawn By
N nfl~H t . Y u- 4> i~ i~ LL iF AEINFORCW catldlElE PLPE IS 6PT TN BASE SLAB. OF BOX, Dt OiN ~fl~?i ~ aaH 07 t}~ 7 ~ . AOO TO BASE AS SH04N CN.STANDMD Ab. 800.00, O. 07ga OD • ~'^4 Y, -S. ~ , 7' 1{- - 0.m r1 ~ • :Z p,t m Z •W~ • ~D ~ a N ~~~Q 02/19/08
°o ~-I ~:s.,•_.,: J PROVIDE ALL JUNCTION BaIES OVER 9'-8" IN DEPTH BINS STEPS F• H ~-1 m " m - I^t4 '<y., r N Oli , a = - - , t2 on oExrERS Ix AGDDRDArL~ mH srD. ND, awes. a o m H + ~•.•i I~ ° an ca a I a Date. -N I~H o
z° 3x ~ x a °z x o z \ 6" a'~ I ADIUSI' 7FIE 97EELr Caig1ETE NA &IICN NaBaIAY QUPNFiTTE4 10 INCLODE THE ADDITION OF THE YANtaE (I.E, OIAOONAi. BPNS N Y'-+-~ SEE BTAImARD 846.54 C ' SHORTENED AAOUNDOPg0IN0 IN iIX' SIRS, AtA1TI0NAl. YAAIPBLE y~e+ SECTION G-G
PLAN aP7IOBU COYER 8 FA1NE spACw 6 " xEi¢trt eBICIC YA80NRY, oPExlfKi IN TOP sLRB,) I" pt~ SIDE ~ r-aid" I'-aY~" F-~+! Revisions PLAN OF FRAME ~
'c. rD 6. NAx. uEPtH aP T1R9 sI1R1Dr70oa FROG TOP of B6rtaE SLAB T6 ToP PLAN SIDE ELEVATION o •i1 BRI[it NAY 6E Lt4L ELEVATION IS 12 PFET, z ~ _ ELEVATION - c ~ 1'-7`~ga ir_~'d° CAST IRON r
a) V TG ADID6T FI1A1¢ 8 N 8 A ELEVATION rAlI~7' ~ . - . N a
4 v ~ ~ o O PLAN OF GRATING ~ ~ n m 9 ~ 2'_gi/" CAST IRON w
. I ~ W a ~ tLm,-, r .I' tL ~~H b ^ "~q' ~ J ~ 'r OUTLET PIPE : W x , _L t4j'2" ~ r
u ~ H - t7 J zH ~ 1.0 coN xz_ co ~ ~ al o - z o w to CA IRON CAST IRON z N W..4 .fix i I ' EORF ~ ~ z S a 5'!_ ~ H ~r x o ~ ELEVATION ELEVATION W m ~ y ~ ~
~ m ~ I E 3NZa -t 3 = -I N INLET PLPE P,•, - S CTION a"~-•-"~ qa m ~ OC v -I 0 ro •aolll"yyt s" DOWEL oi-'~ o~ A III ~ ~ r -1 ~ l8n Y6n ~dn ~~n
"i -1 2 ri-ri DR D-D ~1 J O N ~ ~ t~(s" F' p "11 Z A a
m ~ o ~ ° SECTION X-X ~ Z ¢ ~ , ~ ° BAR Da ~ o N o D x o DaERaiaxs AI® OUNtTmES PON CaHRIEfB JIAICIION eaoB,a o ~ w ~ !7 o t" Bea" 1 ~ ~onLV o ° o O isi'~g°°- --2'r o 3
~ W r ~ p DINEHBIONS DF Bat Aw PIPE awRCErENf Tor g.AB amm vARDS TD7N. aNwIZ1I8S DEDUSnaU Fa: oxE 7¢' } x -I q „ " °i a W m o III ~ j/8n i,~u Ydn _ ~ 4. ~ Ytf
~ ~ 3 I~d 8" PIFE SPAN A1DTi1 HEIGHT 'DBMS "A" ' DI8EN910N9 IN 807( AOX Al8191JV39 PN'E L71.Y6S. j- F ~ ?r ~ ~ ~ } A
u ft ~ Z N ~ /c~n.Tifi Mur O A B H N0. 46NGDt E F ttOP BOTTae cT~vr °nue °aiv roui, 0.& R.C.. y ~ y N ICI f~0 ~ ~ i T..~ 'V H d H SECTION H -H 3'-2"~ III I d ; I I I ~ s W ~ Bloom Store Number
° rn O , 12• E1-01 21•0" 2'•a" - 12 2'-9' s'-o° 3'-0° 0.+87 0.187 ...0.106 ,22- -0.760 0.616 0.024 1a H O L-1 I1 i •1• ( h i1, \ . / t ~yi,J pq z x W s J Z T I POLYPROPYLENEA 111 t
11 15" 2'•3" 2'-3' 2'•e" 12 9'•0' 3'-3" 31•31 0,196 0.196 0.204 24 0.902 0.029 0.036 d Q Itn FLAN SIDE •p~- SIDE z ~Z Q X z y BL-274$ rr a ~ - _
I X I I ,i ta" 2' 8° 2' 6• 2' 0^ t4 3'-3" 3'•6" 3'•6• 0.227 0.227 0.222 3o 1.065 0.033 0.049 w V 'p 1 n ELEVATION ELEVATION LU C7 70 0 - 24" 3'-0' 3'•0• 31-3• 18 3'•9' 4'-o" 41•0' 0.295 0.296 0.259 40 1.434 0.059 0.086 N :I CCNp08TTE P Q Co. m. BEA Project Number 3'-1 v N N 2r n N N W.I.y
30" 3'-a" 3'-6' 3"•9' 15 4'-3' 4'•8" 4'-B' 0.375 0.375 0.266 51 1.860 0.092 0427 C (A Be. z:l 4'4l" 4'•O' 0•3' 20 4'•9' 6'•0" 5'-0' 0.463-'0,463 0.333 64 2.941 0.132 0.178 REINFORCING STEEL ' Q D 487-043
M 10069E 42' 4'•8" 4'-B• 4.9' 22 6'-3• s'-6" 6'-6' 0.650 0.680 0.3x0 n 2.878 0.160 0.243 12" l 1 c4 j 61 J• y.....; .....3r_sn 2r_6 r a0 L` Sheet of
p 4a' 6'-4" W-4• ' 6'•3' 28 8'-3° 91•4" 8'-4° 0.743 0.749 0.407 111 3.621 0.239 0.317 NOTE: SECTION Y»Y 54• 6'•10' s'-10" -9• 29 6'•7" 6'-10' 6'•10"' O.985: 0.985 0.444 126 4.286 0.261 0.401 ELEVATION k3 DEFORMED 12" oC NOT USE IN SECTION E-E SECTION F-F
co 6HEET 1 OF 1 60• a'.a^ 8'-8° 8'•3' 90 7.•9" 7'.6" 1.042 1.042 0.481 146 6.090 0.361 0.496 STEEL ROD SANITMY SERER hWiNOLES. SHEET 1 OF 1 L1 OF 1 6HEET 1 OF I- 8'-1' 9ET 1 OF 1 j I 0.5m 84Q.31 840. 66 SECTION A-A ELEVATION 840.66 $ .1 OF, C21 23
$4~ 3j 88" 7.1 r 1° 6" a' 92 T 10' 6' 1• 1.210 i.zlo 0.61a +69 6.ett 0. 1.1 as s A . ~s ago. is
a