20151163 Ver 1_401 Application_20151115

BURTON
ENGINEERING
ASSOCIATES
CIVIL ENGINEERS
LAND PLANNERS
5050 Fairview Rd. • Suite 100 -Charlotte, NC 28210
(704) 553 -8881 . Fax [phone]
Transmittal
Attention:
Sheri Montalvo
Company:
NCDENR Water Quality Permitting
Address:
1617 Mail Service Center
14
Raleigh, NC 27699
Phone #:
919- 807 -6303
From:
Eleanor Rochelle
Project Name: IBP Lot 10 Spec Building
Project Number: 619 -001
Date: Nov. 2, 2015
R 2@20WR
NOV 0 5 2015 I
- Burton Engineering Associates
Re: IBP Lot 10 Spec Building Stream Crossing
Via: DUPS ❑USPS ❑Courier ❑Hand Deliver ❑Pick Up
Copies
Date
Pages
Description
4
11/02/15
14
IBP Lot 10 Spec Building Civil Plans (11x17)
1
11/12/09
23
Stormwater Calcs for Existing Pond
4
10/26/15
10
NCDENR Pre - Construction Notification Form
1
1
USGS Location Map
1
10/27/15
Check for $240.00 to NC Division of Water Quality
❑ As Requested 0 For Approval ❑ For Your Use ❑ For Review and Comment
If you have any questions concerning this information, please contact Burton Engineering Associates by calling
(704) 553 -8881 or by emailing erochelle @burtonengineering.com
Sincerely,
Eleanor Rochelle
Burton Engineering Associates
PLEASE NOTIFY AT ONCE IF ALL ENCLOSURES ARE NOT INCLUDED

110 W A T�S9q
olqi�-c
Office Use Only.
Corps a 'on I o.
DWQ p ct
Form V ion 1.4 Janua 009
Page 1 of 10
PCN Form — Version 1.4 January 2009
3
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing -
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑X Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑Yes ❑X No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
IBP Lot 10 Spec Building
2b.
County:
Cabarrus
2c.
Nearest municipality / town:
Concord
2d. Subdivision name:
International Business Park
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Bedford Village, SA dba Bedford Village SA, Inc.
3b.
Deed Book and Page No.
DB 2343 PG 92
3c.
Responsible Parry (for LLC if
applicable):
3d.
Street address:
1499 West Palmetto Park Rd, Suite 204
3e.
City, state, zip:
Boca Raton, FL 33486
3f.
Telephone no.:
561 - 338 -7480
3g. Fax no.:
3h.
Email address:
sandreoni @nolimgroup.com (Stephanie Andreoni)
Page 1 of 10
PCN Form — Version 1.4 January 2009
3

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑X Other, specify: Developer
4b. Name:
Sean McDonnell
4c. Business name
(if applicable):
Beacon Partners
4d. Street address:
610 East Morehead Street, Suite 250
4e. City, state, zip:
Charlotte, NC 28202
4f. Telephone no.:
704 - 929 -1386
4g. Fax no.:
4h. Email address:
sean @beacondevelopment.com
S. Agent/Consultant Information (if applicable)
5a. Name:
Greg Welsh, PE
5b. Business name
(if applicable):
Burton Engineering Associates
5c. Street address:
5950 Fairview Road, Suite 100
5d. City, state, zip:
Charlotte, NC 28210
5e. Telephone no.:
704 - 553 -8881
5f. Fax no.:
5g. Email address:
Greg @burtonengineering.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
5601 -52- 3460 -0000
1 b. Site coordinates (in decimal degrees):
Latitude: 35.2517 Longitude: 80.3938
1 c. Property size:
4.6 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Unnamed tributary to Afton Run
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Yadkin Pee -Dee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is currently undeveloped with good grass cover and a steady slope to the rear of the property. The property is located in an industrial
development area.
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 260
3d. Explain the purpose of the proposed project:
Construct a 50K SF spec warehouse facility with 50 +/- employee parking spaces on the north side of the building (entrance off Enterprise Drive NW)
and a truck court with dock doors on the south side of building (entrance off Business Drive NW)
3e. Describe the overall project in detail, including the type of equipment to be used:
Install permanent 60" RCP culvert, submerged 12- inches below existing bottom of stream with no end treatment or rip -rap. Backfill with clean
structural fill at 2.1 side slopes. Construct 30 -foot wide permanent truck entrance with concrete curb and gutter.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project includ ng all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
Comments: Jurisdictional stream identified by Thompson Environ.
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency /Consultant Company: Thompson Environmental
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
It is unknown if the state and /or Corps has reviewed the determination by Thompson Environmental. Burton Engineering is operating on the
assumption that the stream is considered jurisdictional. Field review completed by Thompson Environmental on 11/7/2014.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
El Yes ❑ No E] Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X No
6b. If yes, explain.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands X❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1
Choose one
Choose one
Yes /No
-
W2 -
Choose one
Choose one
Yes /No
-
W3 -
Choose one
Choose one
Yes /No
-
W4 -
Choose one
Choose one
Yes /No
-
W5 -
Choose one
Choose one
Yes /No
-
W6 -
Choose one
Choose one
Yes /No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
Unnamed Tributary
INT
Corps
2.5
85
S2 -
Choose one
_
S3 -
Choose one
_
S4 -
Choose one
_
S5 -
Choose one
_
S6 -
Choose one
_
3h. Total stream and tributary impacts
3i. Comments:
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
6b. 6c.
Buffer Impact Reason for impact
number —
Permanent (P) or
Temporary
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6d. 6e. 6f. 6g.
Stream name Buffer Zone 1 Zone 2
mitigation impact impact
required? (square (square
feet ) feet
B1
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6 Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Perpendicular driveway crossing to minimize disturbance.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
A second entrance is located on the other end of the site to minimize the use of the temporary stream crossing.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ❑X No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
ova
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
City of Concord
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
City of Concord
❑ Phase II
3b.
Which of the following locally- implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Pro ram Review
C]Coastal counties
❑HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006 -246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑X No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes
❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes
❑ No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
Yes
Q No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non- discharge or discharge) of wastewater generated from
the proposed rolIect, or available capacity of the subject facility.
Water and Sewer Autgon'ty of Cabarrus County. Public sewer main will convey yo Rocky River Regional WWTP.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes Q No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
US Fish 8 Wildlife Service Critical Habitat Portal
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes Q No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Habitat Conservation EFH Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office GIS Service (http: / /gis.ncdcr.gov /hopwebn
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Map Service Center
Lvalid
Applicant/Agent's Printed Name
Date
pp ican gent's Signature
(Agent's signatur is only if an authorization
letter froof the applicant is provided.)
Page 10 of 10

Open in The Natk
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mal Map Viewer

_iervices
December 27, 2010
City of Concord, Storm Water Services
850 Highway 601, South
Concord, NC 28026
Attn: Doug Miller
Re: IBP Phase I Lot 12
Required Storm Water Detention
Dear Doug,--
a C C� C OdL�
D
NOV 0 5 2015
DENR - WATER RESOURCES
401 8 BUFFER PERMITTING
This letter is to accompany the submittal of plans for Mass Grading and Erosion
Control for International Business Park Phase I, Lot 12. Based on prior
calculations presented and accepted for Lots 76t8 of Phase I for Existing Pond
A, COC case No. 2278, the following site is grandfathered under the current
stormwater ordinance and required to provide detention in accordance with
the previous submittal for Pond A. The proposed site was calculated at a
maximum of 90% impervious density and corresponding calculations for Pond A
depict and anticipate that level of development. The current plans calls for
mass grading with future development to add impervious area. At this time we
wish to designate the connection of the prior case 2278 calculations in relation
to lot 12. If you have additional questions or concerns please let me know.
Y)
CESI
David F. Reese, PE
` d e,
SSO N., IIV
SEAL
18163
��ee�oaeoer �Jw aw
F.
Nlhl'gJ 14�� i� 1�'
NCSS • NSPS - ACSM • NSPE • PENC
P,O, Box 268 • Concord, NC 28026 -0268 • 704 - 786 -5904 • Fax [phone]
- www.cesiworld.com -

m
STORMWATER DETENTION CALCULATIONS
FOR
IBP SPECULATIVE BUILDING LOTS
7&8
CESI PROJECT 080515.010
DATE: OCTOBER 1, 200
REVISED: NOVEMBER 1 2, 2
PROJECT ENGINEER: ALEX RANKIN, PE
PROJECT DESIGNER: MICHAEL GEE, El
PO Box 268
CONCORD, NC 28026-0266
C A Ro
A L
313

Hydraflowr Table of Contents
Hydraflow Hydrographs by Intelisolve v9.22
080515.010 R8.gpw
Thursday, Nov 12, 2009
10 -Year
SummaryReport .................................................................................. ............................... 1
HydrographReports ............................................................................ ............................... 2
Hydrograph No. 1, SCS Runoff, Pre .................................................. ............................... 2
TR -55 Tc Worksheet ..................................................................... ............................... 3
Hydrograph No. 2, SCS Runoff, post ................................................ ............................... 4
TR -55 Tc Worksheet ..................................................................... ............................... 5
Hydrograph No. 3, Reservoir, Detention survey pond ....................... ............................... 6
PondReport - Surveyed Pond .................................................... ............................... 10
50 - Year
SummaryReport ................................................................................ ............................... 12
HydrographReports .......................................................................... ............................... 13
Hydrograph No. 1, SCS Runoff, Pre ............................................... ............................... 13
Hydrograph No. 2, SCS Runoff, post .............................................. ............................... 14
Hydrograph No. 3, Reservoir, Detention survey pond ..................... ............................... 15

Hydrograph Summary Report Hydraflow Hydrographs by Intelisolve v9.22
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cult)
Hydrograph
description
1
SCS Runoff
210.94
2
732
859,976
- --
—
Pre
2
SCS Runoff
354.38
2
730
1,420,197
—
—
—
post
3
Reservoir
206.37
2
746
1,420,193
2
648.51
450,275
Detention survey pond
080515.010 R8.gpw
Return Period: 10 Year
Thursday, Nov 12, 2009

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 1
Pre
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 2 min
= 108.060 ac
= 0.0%
= TR55
= 5.10 in
= 24 hrs
* Composite (Area /CN) = [(3.350 x 98) + (51.110 x 70) + (53.600 x 71)] / 108.060
Hydrograph Discharge Table
Time -- Outnow Time -- Outflow
(min cfs) (min cfs)
704
22.63
776
32.73
706
27.91
778
31.57
708
35.01
780
30.51
710
44.55
782
29.55
712
57.14
784
28.68
714
73.47
786
27.88
716
93.19
788
27.16
718
114.68
790
26.50
720
136.11
792
25.89
722
156.33
794
25.33
724
174.88
796
24.80
726
190.82
798
24.30
728
203.03
800
23.82
730
210.23
802
23.36
732
210.94 <<
804
22.92
734
205.34
806
22.50
736
195.58
808
22.09
738
184.06
810
21.70
740
172.07
812
21.32
742
159.70
744
147.04
... End
746
134.19
748
121.26
750
108.38
752
95.70
754
83.43
756
71.93
758
61.66
760
53.12
762
46.89
764
42.93
766
40.47
768
38.63
770
36.95
772
35.41
774
34.01
2
Thursday, Nov 12, 2009
Peak discharge = 210.94 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of cons. (Tc)
Distribution
Shape factor
732 min
859,976 cuft
71*
Oft
29.6 min
Type II
484
( Printed values >= 10.00% of Qp.)

TR55 Tc Worksheet
3
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 1
Pre
Description A B C Totals
Sheet Flow
= 500.00
0.00
0.00
Manning's n -value
= 0.150
0.011
0.011
Flow length (ft)
= 300.0
0.0
0.0
Two -year 24 -hr precip. (in)
= 3.50
0.00
0.00
Land slope ( %)
= 2.00
0.00
0.00
Travel Time (min)
= 22.56
+ 0.00
+ 0.00 = 22.56
Shallow Concentrated Flow
Flow length (ft)
= 500.00
0.00
0.00
Watercourse slope ( %)
= 2.60
0.00
0.00
Surface description
= Unpaved
Paved
Paved
Average velocity (ft/s)
= 2.60
0.00
0.00
Travel Time (min)
= 3.20 +
0.00 +
0.00 = 3.20
Channel Flow
X sectional flow area (sqft)
= 108.00
0.00
0.00
Wetted perimeter (ft)
= 24.00
0.00
0.00
Channel slope ( %)
= 2.07
0.00
0.00
Manning's n -value
= 0.050
0.015
0.015
Velocity (ft/s)
= 11.75
0.00
0.00
Flow length (ft)
= 2709.0
0.0
0.0
Travel Time (min)
= 3.84 +
0.00 +
0.00 = 3.84
TotalTravel Time, Tc ...............................................
............................... 29.60 min

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 2
post
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 2 min
= 116.370 ac
= 0.0%
= TR55
= 5.10 in
= 24 hrs
Composite (Area/CN) = [(55.470 x 98) + (14.380 x 70) + (46.520 x 71)] / 116.370
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(min cfs) (min cfs)
698
37.00
770
52.53
700
41.70
772
50.26
702
47.99
774
48.19
704
56.23
776
46.31
706
66.83
778
44.60
708
80.68
780
43.05
710
98.61
782
41.64
712
121.30
784
40.35
714
149.47
786
39.19
716
182.21
788
38.13
718
216.80
790
37.16
720
250.41
792
36.27
722
281.30
794
35.44
724
308.72
726
331.18
...End
728
347.00
730
354.38 <<
732
351.40
734
338.76
736
319.96
738
298.66
740
276.78
742
254.52
744
232.08
746
209.65
748
187.44
750
165.68
752
144.62
754
124.57
756
106.12
758
89.94
760
76.76
762
67.33
764
61.42
766
57.76
768
55.02
4
Thursday, Nov 12, 2009
Peak discharge = 354.38 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
730 min
1,420,197 cuft
84*
Oft
29.6 min
Type II
484
( Printed values >= 10.00% of Qp.)

5
TR55 Tc Worksheet
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 2
post
Description
A
B
C
Totals
Sheet Flow
Manning's n -value
= 0.150
0.011
0.011
Flow length (ft)
= 300.0
0.0
0.0
Two -year 24 -hr precip. (in)
= 3.50
0.00
0.00
Land slope ( %)
= 2.00
0.00
0.00
Travel Time (min)
= 22.56 +
0.00 +
0.00 =
22.56
Shallow Concentrated Flow
Flow length (ft)
= 500.00
0.00
0.00
Watercourse slope ( %)
= 2.60
0.00
0.00
Surface description
= Unpaved
Paved
Paved
Average velocity (ft/s)
= 2.60
0.00
0.00
Travel Time (min)
= 3.20 +
0.00 +
0.00 =
3.20
Channel Flow
X sectional flow area (sqft)
= 108.00
0.00
0.00
Wetted perimeter (ft)
= 24.00
0.00
0.00
Channel slope ( %) .=
2.07
0.00
0.00
Manning's n -value
= 0.050
0.015
0.015
Velocity (ft/s)
= 11.75
0.00
0.00
Flow length (ft)
= 2709.0
0.0
0.0
Travel Time (min)
= 3.84 +
0.00 +
0.00 =
3.84
TotalTravel Time, Tc ...............................................
...............................
29.60 min

F
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
29.40
Thursday, Nov 12, 2009
Hyd. No. 3
-= --= 21.39
-- -- -- --
Detention survey pond
694
31.15
Hydrograph type = Reservoir
Peak discharge =
206.37 cfs
Storm frequency = 10 yrs
Time to peak =
746 min
Time interval = 2 min •
Hyd. volume =
1,420,193 cuft
Inflow hyd. No. = 2 - post
Reservoir name =
Surveyed Pond
Max. Elevation = 648.51 ft
Max. Storage =
450,275 cuft
Storage Indication method used.
- -- -- 24.67
- - -- -- -- - --
Hydrograph Discharge Table
700
cPdncedvaiues- 10.00 %ofQp.l
Time Inflow Elevation Clv A
Clv B Clv C PfRsr Wr A Wr B Wr C .
Wr D Exfil Outflow
(min) cfs ft cfs
cfs cfs cfs cfs cfs cfs
cfs cfs cfs
692
29.40
643.72
33.65 - --
-= --= 21.39
-- -- -- --
21.39
694
31.15
643.75
33.65 - - --
-- -- 22.33
- -- -- - --
22.32
696
33.59
643.77
33.65 - - --
-- - -- 23.38
- -- - -- - - -= - --
23.38
698
37.00
643.80
33.65 - - --
- -- -- 24.67
- - -- -- -- - --
24.67
700
41.70
643.84
33.65 - - --
-- - -- 26.31
---- -- - - --
26.31
702
47.99
643.89
33.65 - - --
- - -- - -- 28.38
-- - -_ -- - --
28.38 '
704
56.23
643.94
33.68 - - - --
-- -- 31.14
-- - -- = -- ---
31.14
706
66.83
644.02
33.93 - - --
-- - -- 33.93-
- -- --- - - --
33.93
708
80.68
644.09
34.93 - - --
-- -- 34.93
-- -- --- - - --
34.93
710
98.61
644.19
35.84 - --
-- - - -- 35.84
- -- -- - - - --
35.84
712
121.30
644.33
36.74 - --
-- -- 36.74
-- -- - - - --
36.73
714
149.47
644.52
37.69 - --
- - - -- 37.69
- -- - -- - - - --
37.69
716
182.21
644.76
38.69 = --
-- -- 38.69
- -- - - - --
38.69
718
216.80
645.05
39.73 - - --
-- - -- 39.73
-- ----- - - - - --
39.73
720
250.41
645.33
40.66 - --
-- -- 40.65
- - -- - - - --
40.65
722
281.30
645.66
41.66 - --
- - -- - - -- 41.65
- =- -- - - -- -----
41.65
724
308.72
646.03
42.72 --
- - -- - -- 42.70
-- - -- - -- -
42.70
726
331.18
646.39
43.70 - - --
- - -- -- 43.70
- --- --- - - - - -- -
43.70
728
347.00
646.75
44.66 - --
-- -- 44.62
- - - -- _ - - - - -- =-
44.62
730
354.38 «
647.10
45.55 - - --
=- - - -- 45.51
- - -- - - -- - - - -- - - --
45.51
732
351.40
647.44
46.42 - --
-- - - -- 46.37
8.012 - - - -- - --
54.38
734
338.76
647.75
47.19 - = --
-- - - -- 47.13
36.82 -- - - - -- - --
83.95-
736
319.96
648.01
47.81 - --
-- - - -- - 47.76
71.68 -- - -- - - --
119.44
738
298.66
648.21
48.28 - --
-- -- - -- ' 48.20
103.11 - -- - - -- - - - --
151.31
740
276.78
648.35
48.62 --
- -- - -- 48.51
126.62 - - -- - - -- - - - --
175.13
742
254.52
648.44
48.83 - --
- - -- ----- 48.73
144.19 - - - -- - - -- - - - --
192.92
744
232.08
648.49
48.96 --
- =- = -- 48.85
153.97 - - - -- - -- - - - --
202.82
746
209.65
648.51 <<
49.00 - --
- = -- - - -- 48.90
157.47 - - -- - -- - - - --
206.37 <<
748
187.44
648.50
48.98 - - --
- -- - - - -- 48.88
155.95 - - -- - -- - --
204.83
750
165.68
648.47'
48.91 - --
- -- - - -- 48.81
150.47 - -- - - - -- - - --
199.28
752
144.62
648.43
48.81 - - =-
-- - - -- 48.70
141.90 -- - - - -- - --
190.61
754
124.57
648.37
48.67 - - --
- - - -- - - -- 48.57
131.04 - -- - - - -- - --
179.60
756
106.12
648.31'
48.52 - --
- - - -- - -- 48.42
119.33 -- - - -- - --
167.75
758
89.94
648.23
48.34 --
- - - -- - - -- 48.26
107.41 -- - - - -- - --
155.67
760
76.76
648.16
48.17 -
- - - -- - -- - 48.10
95.05 - -- - - - - -- --
143.14-
762
67.33
648.09
47.99 - --
- - -- - - - - -- 47.94
82.89 - - - -- - - - --
764
61.42
648.02.
47.82 - ---
- - - -- 47.77
72.42 - - -- - - - -- - - --
120.20
766
57.76
647.95
47.67 - - --
--- - - - -- 47.62
63.76 - - -- - - - -- - - - --
111.38
768
55.02
647.90
47.53 - - --
- - - -- -- 47.48
55.90 - - - -- =-- - - --
103.38
770
52.53
647.84
47.40 - --
- - -- -- 47.35
48.81 - - -- - - -- - - - --
96.16
Continues on next page...

7
Detention survey pond
Hydrograph Discharge Table
Time
Inflow
Elevation
CIv A
Clv B Clv C
PfRsr Wr A
Wr B Wr C ' Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs cfs cfs cfs
cfs
772
50.26
647.80
47.29
- -- --
- -- 47.23
42.41 -- - -- - --
89.65
774
48.19
647.75
47.19
-- - --
-- 47.13
36.85
83.97
776
46.31
647.71
47.09
- --
- -- 47.03
32.98 -- -- - - --
80.01
778
44.60
647.68
47.00
- - - - --
- - -- 46.94
29.34 --- - -- - - --
76.28
780
43.05
647.64
46.91
- - - --
- - -- 46.86
25.92 - -- - -- --
72.78
782
41.64
647.61
46.83
-- , - - - --
- - - -- 46.78
22.71 - - -- - -- - - --
69.50
784
40.35
647.58
46.76
- -- - - --
- - -- 46.71
19.71 - - -- - -- --
66.42
786
39.19
647.55
46.69
- - -- - - --
- - -- 46.64
16.90 - - -- - - -- --
63.54
788
38.13
647.52
46.62
- - -- - - --
- -- 46.57
14.28 - -- - -- --
60.86
790 '
37.16
647.50
46.56
- - -- - - --
- - -- 46.51
11.84
58.35
792
36.27
647.48
46.50
- -- - - --
- - -- 46.46
9.562 - -- -- - --
56.02
794
35.44
647.45
46.45
- ------
- - - -- 46.40
8.407 - - -- -- --
54.81
796
34.67
647.43
46.39
-- - - --
- - - -- 46.35
7.737 - -- - - --
54.09
798
33.94
647.41
46.34
- -- - - --
- - -- 46.29
7.067 - -- - - --
53.36
800
33.24
647.39
46.28
- -- - - - --
- - - -- 46.24
6.395 - -- - --
52.63
802
32.57
647.37
46.23
- -- - - --
- - -- 46.18
5.727 - -- - - --
51.91
804
31.93
647.35
46.17
-- - - --
- - -- 46.13
5.059 - -- - - --
51.19
806
31.31
647.32
46.12 _
- -- - - - --
- - -- 46.07
4.394 - -- - - --
50.47.
808
30.72
647.30
46.06
-- - - - --
- - - -- 46.02
3.735 --- - - --
49.76.
810
30.15
647.28
46.01
- - --
- -- 45.97
3.080 - -- - -- - -- .
49.05
812
29.60
647.26
45.96
- --
=- -- 45.91
2.428 - -- - - - -- - --
48.34
814
29.07
647.24
45.90
- - --
- -- 45.86
1.783 - -- - - -- - --
47.64
816
28.55
647.22
45.85
- --
- -- 45.81
1.144 - -- - - - -- - --
46.95
818
28.05
647.20
45.80
- - - -- - --
- - -- 45.76
0.511 - -- - - - -- - --
46.27
820
27.57
647.18
45.75
- - - -- --
- - -- 45.70
-- - -- - - -- --
45.70 .
822
27.10
647.16
45.69
- - - -- - --
- - -- . 45.65
- -- - - -, - - -- --
45.65
824
26.65
647.13
45.64
- - - -- -
-- 45.60
-,- - - -- - - -- - --
45.60
826
26.21
647.11
45.59
- - - -- - --
- -- 45.54
-- - - - -- - - -- -
45.54
828
25.78
647.09
45.53
- - - -- - - --
- - -- -45.48
- -- - - - -- - -- --
45.48
830
25.36
647.07
45.47
- - -- - - - --
- - -- 45.42'
- - -- - - - --
45.42
832
24.95
647.05
45.41
- -- - - --
- - - -- 45.37
- -- --- -- - - --
45.37
834
24.55
647.02
45.35
-- - - - --
-- 45.31
- -- -- - -- - --
45.31
836
24.16
647.00
45.29
-- - --
- - -- 45.24
- - -- --- - - -- - --
45.24
838
23.77
646.97
45.23
- - -- --
- -- 45.18
- -- - -- - - -- - --
45.18
840
23.40
646.95
45.17
- - - -- -----
- -- -45.12
- -- - - -- - - - -- - - --
45.12
842
23.03
646.93
45.10
- - - -- - - --
-- 45.05
-- - - - -- - - - -- - - --
45.05
844
22.67
646.90
45.04
- - - -- - - --
- -- 44.99
-- - - - -- - - - -- - - --
44.99
846
22.32
646.87
44.97
- - - -- - - - --
- -- 44.93
- -- - - - -- - - - -- - - --
44.93
848
21.98
646.85
44.91
- - -- - - --
- - -- 44.86
- -- - - -- - - - -- - - - --
44.86
850
21.65
646.82
44.84
- -- --
- -- 44.80
- - -- -- - -- - - - --
44.80
852
21.34
646.80
44.77
-- - --
-- 44.73
- - - -- - -- - - -- - - - --
44.73
854
21.04
646.77
44.70 `
- -- - - - --
-- 44.66
-- 7- - - -- -- - - --
44.66
856
20.76
646.74
44.63
- -- - - - -.
-- 44.60
-- - - -- -- - --
44.60
858
20.50
646.72
44.56
- - - -- - - --
- - -- 44.53
- -- - - - -- - -- - --
44.53
860
20.25
646.69
44.49
- - - -- - - - - --
- - -- 44.46
- --- ----- - - -- - - --
44.46
862
20.03
646.66
44.42
- - - -- - - --
- -- 44.39
- - -- - - - -- - - - -- - --
44.39
864
19.82
646.63
44.34
-- --
- -- 44.32
- - - -- - - - -- - - - -- - - --
44.32
866
19.62
646.61
44.27
- --
-= 44.25
- - - -- - - -- - - - -- - - --
44.25
868
19.44
646.58
44.19
- -- - --
-- 44.16
- - -- - - -- - - - -- - - --
44.16
870
19.27
646.54
44.10
- - - -- - - --
- - - -- 44.07
- - -- - - - -- - --
44.07
872
19.11
646.51
44.02
- -- - - - --
- -- 43.98
- - - -- - - -- - -- - - --
43.98
874
18.96
646.48.
43.93
- -
- -- 43.90
- - - -- - -- - - - --
43.90
876
18.82
646.45 -
43.84
- --
- -- 43.83
- - -- _ - - -- - - --
43.83
878
18.68
646.41
43.76
- - --
- - -- 43.75
- -- - - -- _ - - --
43.75
Continues on next page...

8
Detention survey pond
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Clv C
PfRsr Wr A Wr B Wr C Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
880
18.55
646.38
43.67
- - -- - --
- 43.66 - - -- - - -- ----- - - - --
43.66
882
18.42
646.35
43.58
- - -- - --
-- 43.57 - - - -- - - -- - - - -- - - - --
43.57
884
18.30
646.31
43.49
- - - -- - - --
-- 43.48 -- - - -- - - -- - --
43.48
886
18.18
646.28
43.40
- - -- - --
- - - -- 43.39 -- - - -- - - -- - - --
43.39
888
18.06
646.25
43.31
- - -- - - --
- - - -- 43.29 - - - - -- - - - -- - - --
43.29
890
17.94
646.22
43.22
- -- - --
- - - -- 43.20 -- - - - -- - - -- - - --
43.20
892
17.82
646.18
43.13
- -- - - - --
- - -- 43.12 -- - - - -- - - - -- - - - --
43.12
894
17.70
646.15
43.04
- -- - --
- -- 43.02 - -- - - -- - - -- - - --
43.02
896
17.58
646.12
42.95
- -- - - - --
- -- 42.92 - - -- - - - -- - - - -- - - - --
42.92
898
17.46
646.08
42.86
-- - --
-- 42.83 -- - - -- - - -- - - --
42.83
900
17.34
646.05
42.77
- -- - - - --
- - -- 42.74 - -- - - - -- - - -- - - - --
42.74
902
17.22
646.02
42.67
-- - --
- - - -- 42.66 -- - - - -- - -- - --
42.66
904
17.10
645.98
42.57
- -- - - --
- - - -- 42.56 -- - - - -- - -- - - --
42.56
906
16.98
645.95
42.47
- -- - - --
- - -- 42.45 -- - - -- - -- - --
42.45
908
16.85
645.91
42.36
- -- - --
- -- 42.34 - -- - - - -- -- --
42.34
910
16.73
645.87
42.25
- -- - - - --
- - -- 42.24 - - -- - -- - -- --
42.24
912
16.61
645.83
42.15
- -- - --
- -- 42.14 -- - - -- - - - --
42.14
914
16.49
645.80
42.04
- - -- - - --
- - - -- 42.03 - - - -- - - -- - -- - --
42.03
916
16.37
645.76
41.93
- -- - - --
- - -- 41.92 -- - - -- ----- --
41.92
918
16.25
645.72
41.82
- - -- - --
- -- 41.81 - -- - -- - -- -
41.81
920
16.13
645.68
41.71
- - -- - --
- - -- 41.70 -- - -- -- --
41.70
922
16.01
645.64
41.60
- - -- --
= 41.59 - - -- - - -- - -- --
41.59
924
15.88
645.61
41.49
- - -- -
-- 41.48 - -- - - -- - -- - - --
41.48
926
15.76
645.57
41.38
- - -- -
- 41.37 - - -- - -- - -- - - --
41.37
928
15.64
645.53
41.26
- - -- -
---- 41.25 - - - -- -- -- - --
41.25
930
15.52
645.49
41.15
- - -- --
-- 41.14 - - - -- -- - - -- - - --
41.14
932
15.40
645.46
41.03
- - -- -
- 41.02 - - -- -- - - -- - - --
41.02
934
15.27
645.42
40.92
- - -- -
- 40.91 - - -- -- - - -- - - --
40.91
936
15.15
645.38
40.80
- - -- - --
-- 40.79 - - - -- - -- - - -- - - - --
40.79
938
15.03
645.34
40.69
- - -- --
- 40.67 - - - -- - - -- - - -- - - - --
40.67
940
14.91
645.30
40.57
- -- - --
- - - -- 40.56 -- - - -- - - -- - - - --
40.56
942
14.78
645.27
40.45
- -- - - - --
- - - -- 40.44 -- - - -- - - - - --
40.44
944
14.66
645.23
40.33
- - -- - - --
- - -- 40.32 -- - -- - -
40.32
946
14.54
645.19
40.21
- -- - --
- - -- 40.20 - -- - - -- - --
40.20
948
14.42
645.15
40.08
- - -- --
-- 40.08 - -- - -- - -
40.08
950
14.29
645.12
39.96
- - - -- -
-- 39.95 - - - -- - -- - -- --
39.95
952
14.17
645.08
39.83
- - -- -
- 39.83 - - - -- -- -- -
39.83
954
14.05
645.04
39.70
- -- - --
-- 39.70 - - - -- - - -- - -- - --
39.70
956
13.92
645.00
39.58
- -- - --
- - -- 39.57 -- - - - -- - - -- - --
39.57
958
13.80
644.95
39.41
- -- - - - --
- - - -- 39.41 -- - - - -- - - -- - - --
39.41
960
13.68
644.91
39.24
- -- - - - --
- - - -- 39.24 -- - - -- - -- - - - --
39.24
962
13.56
644.86
39.06
- -- - - - --
- - - -- 39.06 - -- - - - -- - -- - - - --
39.06
964
13.43
644.81
38.89
- - - -- - - --
- - - -- 38.88 - - -- - - -- - -- - - - --
38.88
966
13.31
644.76
38.70
- - -- --
- - -- 38.70 - - - -- -- - - - - --
38.70
968
13.20
644.71
38.52
- - -- --
-- 38.51 - - -- -- -- - - --
38.51
970
13.08
644.67
38.32
- -- --
- 38.32 -- - -- - - - - --
38.32
972
12.97
644.62
38.13
- -- - - - --
- - -- 38.12 - -- - -- - -- - - --
38.12
974
12.87
644.57
37.92
- -- - - - --
- - - -- 37.92 -- - -- - - --
37.92
976
12.77
644.52
37.71
- -- - - - --
- - - -- 37.71 - - -- - - - -- -- -
37.71
978
12.67
644.48
37.49
- - -- - - --
- - -- 37.49 - - - -- - -- - -- -
37.49
980
12.59
644.43
37.26
- - -- -
- -- 37.26 - -- - - -- - - - -- --
37.26
982
12.51
644.38
37.02
- -- --
-- 37.02 -- - - -- - - -- - - --
37.02
984
12.43
644.34
36.76
- -- - - - --
- - -- 36.76 -- - -- - -- - - --
36.76
986
12.36
644.29
36.50
- -- - - - --
- -- 36.49 ----- - -- - - -- - - --
36.49
Continues on next page...

Detention
survey pond
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Civ B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs . cfs cfs cfs cfs
cfs
988
12.29
644.25
36.20
- - - -- - - -- - - -- 36.20 - -- - - -- - -- - - --
36.20
990
12.23
644.20
35.90
- - - -, - - -- - - - =- 35.90 - - -- - - -- - -= ---
35.90
992
12.18
644.16
35.53
- -- - - - -- - - - -- 35.53 - - -- - - -- - -- - --
35.53
994
12.12
644.11
35.17
- -- - - -- - - -- 35.16 - - -- - -- . - -- - - - --
35.16
996
12.07
644.07
34.64
- -- - -- - - -- 34.64 -- -- - - -- - --
34.64
998
12.02
644.03
34.07
- - -- - -, - -- 34.07 -- -- - -- - - --
34.07
1000
11.97
643.98
33.70
- -- -- - -- 32.79 -- - - -- - -- - - --
32.79
1002
11.93
643.93
33.67
- -- - - -- - - - -- 30.35 - - - -- - - -- - -- - - --
30.35
1004
11.89
643.88
33.65
- -- - - -- - - - -- 28.22 - - -- - - -- - -- - - --
28.22
1006
11.84
643.84
33.65
- -- - - -- - - - -- 26.39 - - - -- - - -- - -- - - - --
26.39.
1008
11.80
643.80
33.65
-- - -- - -- 24.76 - - -- - -- - -= - --
24.76
1010
11.76
643.77
33.65
- - -- - - -- - - - -- 23.36 - - -- - - -- - -= - - --
23.36
1012
11.71
643.74
33.65
- -- - -- -- 22.13 - - - -- - - -- - -- - --
22.13
1014
11.67
643.72
33.65
- -- - -- -- 21.03 - - -- - ---- - -- - --
21.03
End

Pond Report 10
Hydraflow Hydrographs by Intelisolve v9.22 Thursday, Nov 12, 2009
Pond No. 2 - Surveyed Pond
Pond Data
Contours - User - defined contour areas. Conic method used for volume calculation. Begining Elevation = 642.95 ft
Stage / Storage Table
Stage (ft)
Elevation (ft)
Contour area (sqft)
Incr. Storage (cuft)
Total storage (cuft)
0.00
642.95
38,700
0
0
1.05
644.00
51,693
47,287
47,287
2.05
645.00
76,004
63,453
110,740
3.05
646.00
86,916
81,391
192,131
3.65
646.60
97,597
55,315
247,446
6.55
649.50
115,000
307,893
555,338
Culvert /
Orifice Structures
Weir Structures
[A]
[B] [C] [PrfRsr]
[A] [B]
[C] [D]
Rise (in)
= 24.00
Inactive Inactive Inactive
Crest Len (ft) =
9.42 34.90
Inactive Inactive
Span (in)
= 24.00
0.00 0.00 0.00
Crest El. (ft) =
642.95 647.29
0.00 0.00
No. Barrels
= 1
0 0 0
Weir Coeff. =
3.33 3.33
3.33 3.33
Invert El. (ft) = 637.00
0.00 0.00 0.00
Weir Type =
Riser Ciplti
- -
Length (ft)
= 90.00
0.00 0.00 0.00
Multi -Stage =
Yes No
No No
Slope ( %)
= 1.10
0.00 0.00 n/a
N -Value
= .013
.013 .013 n/a
Orifice Coeff. = 0.60
0.60 0.60 0.60
Exfil.(in /hr) =
0.000 (by Wet area)
Multistage
= n/a
No No No
TW Elev. (ft) =
0.00
Note: Culvert/Orltice outflows are analyzed under inlet (ic) and outlet (oc) control. Weir risers checked for orifice conditions (ic) and submergence (a).
Stage / Storage / Discharge Table
Stage
Storage Elevation
Clv A Clv B Clv
C PrfRsr Wr A
Wr B Wr C
Wr D Exfll User
Total
ft
cuft ft
cfs cfs cfs
cfs cfs
cfs cfs
cfs cfs cfs
cfs
0.00
0 642.95
0.00 -- -
-- 0.00
0.00 --
- -- -
0.000
0.10
4,729 643.06
33.65 is - -
-- 1.07
0.00 --
- - -
1.067
0.21
9,457 643.16
33.65 is -- -
- -- 3.02
0.00 --
- - -
3.018
0.31
14,186 643.27
33.65 is - -
-- 5.54
0.00 -
- - -
5.544
0.42
18,915 643.37
33.65 is -- -
-- 8.54
0.00 -
- - -
8.536
0.52
23,643 643.47
33.65 is -- -
- 11.93
0.00 -
- -- -
11.93
0.63
28,372 643.58
33.65 is -- -
- 15.68
0.00 --
- - -
15.68
0.73
33,101 643.68
33.65 is - -
-- 19.76
0.00 -
- -- - -
19.76
0.84
37,829 643.79
33.65 is - -
- 24.14
0.00 -
-- - -
24.14
0.94
42,558 643.89
33.65 is - -
- 28.81
0.00 -
- - --
28.81
1.05
47,287 644.00
33.72 is - -
-- 33.72s
0.00 -
- - -
33.72
1.15
53,632 644.10
35.07 is - -
- 35.07s
0.00 -
- - -
35.07
1.25
59,977 644.20
35.90 is - -
-- 35.90s
0.00 -
- - -
35.90
1.35
66,323 644.30
36.56 is - -
- 36.56s
0.00 -
- -- -
36.56
1.45
72,668 644.40
37.12 is - -
-- 37.11 s
0.00 -
- -- -
37.11
1.55
79,013 644.50
37.61 is - -
- 37.61 s
0.00 -
- - -
37.61
1.65
85,359 644.60
38.05 is -- -
- 38.05s
0.00 -
- - -
38.05
1.75
91,704 644.70
38.47 is -- -
- 38.46s
0.00 --
- - -
38.46
1.85
98,049 644.80
38.85 is - --
- 38.85s
0.00 --
- - -
38.85
1.95
104,394 644.90
39.22ic - - --
- 39.22s
0.00 --
-- - -
39.22
2.05
110,740 645.00
39.57 is - -
- 39.57s
0.00 -
-- - -
39.57
2.15
118,879 645.10
39.91 is - -
-- 39.90s
0.00 -
-- - - --
39.90
2.25
127,018 645.20
40.24 is - -
-- 40.23s
0.00 -
- -- - - --
40.23
2.35
135,157 645.30
40.55 is - -
- -- 40.54s
0.00 -
-- - --
40.54
2.45
143,296 645.40
40.87 is - -
- -- 40.85s
0.00 -
-- - --
40.85
2.55
151,435 645.50
41.17 is - -
- 41.16s
0.00 -
- -- - --
41.16
2.65
159,574 645.60
41.47 is - -
- 41.46s
0.00 -
- -- - - --
41.46
2.75
167,713 645.70
41.76 is - -
- 41.75s
0.00 -
- - --
41.75
2.85
175,852 645.80
42.05 is - -- - --
-- 42.05s
0.00 -
- - -
42.05
2.95
183,992 645.90
42.34 is - --
- 42.31 s
0.00 -
- -- -
42.31
3.05
192,131 646.00
42.62 is - -
-- 42.61 s
0.00 -
- - -
42.61
3.11
197,662 646.06
42.79 is - -
-- 42.77s
0.00 -
- - -
42.77
3.17
203,194 646.12
42.96 is - -
- 42.93s
0.00 -
- - -
42.93
3.23
208,725 646.18
43.12 is - -
- 43.11 s
0.00 -
-- - -
43.11
3.29
214,257 646.24
43.29 is - -
- 43.26s
0.00 -
- - -
43.26
3.35
219,788 646.30
43.45 is --
- 43.44s
0.00 -
- -- -
43.44
Continues on next page...

Surveyed Pond
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Clv A Clv B
ft
cult
ft
cfs cfs
3.41
225,320
646.36
43.61 is -
3.47
230,851
646.42
43.78 is -
3.53
236,383
646.48
43.94 is -
3.59
241,914
646.54
44.10 is -
3.65
247,446
646.60
44.26 is -
3.94
278,235
646.89
45.01 is -
4.23
309,024
647.18
45.76 is - --
4.52
339,814
647.47
46.49 is --
4.81
370,603
647.76
47.20 is -
5.10
401,392
648.05
47.91 is -
5.39
432,181
648.34
48.60 is -
5.68
462,971
648.63
49.28 is -
5.97
493,760
648.92
49.95ic -
6.26
524,549
649.21
50.61 is --
6.55
555,338
649.50
51.27 is --
...End
Clv C
cfs
PrfRsr Wr A
Wr B Wr C
cfs cfs
cfs cfs
- 43.61s
0.00 -
- 43.77s
0.00 -
- 43.90s
0.00 --
- 44.06s
0.00 --
- 44.24s
0.00 --
- 44.96s
0.00 -
- 45.71 s
0.00 -
- 46.44s
8.87 -
-- 47.14s
37.44 -
-- 47.86s
76.98 -
- 48.49 s
125.02 -
- 49.18 s
180.24 -
- 49.81 s
241.81 -
- 50.56 s
309.14 -
- 51.20 s
381.83 -
11
Wr D ELI User Total
cfs cfs cfs cfs
-- - - 43.61
- -- - 43.77
-- - 43.90
- -- -- 44.06
- - -- -- 44.24
- 44.96
- -- -- 45.71
- - -- 55.31
-- -- 84.58
- - - 124.84
173.51
- - 229.42
- - - 291.62
- - - 359.70
-- - - 433.02

12
Hydrograph Summary Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Hyd.
volume
(cuft)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cuft)
Hydrograph
description
1
SCS Runoff
347.63
2
730
1,394,755
—
--
Pre
2
SCS Runoff
516.63
2
730
2,091,061
—
—
post
3
Reservoir
389.99
2
740
2,091,056
2
649.34
537,267
Detention survey pond
080515.010 R8.gpw
Return Period: 50 Year
Thursday, Nov 12, 2009

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 1
Pre
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 50 yrs
= 2 min
= 108.060 ac
= 0.0%
= TR55
= 6.80 in
= 24 hrs
* Composite (Area/CN) = [(3.350 x 98) + (51.110 x 70) + (53.600 x 71)] / 108.060
Hydrograph Discharge Table
Time
-- Outflow
Time
-- Outflow
(min
cfs)
(min
cfs)
702
38.35
774
51.85
704
45.66
776
49.87
706
55.17
778
48.07
708
67.80
780
46.43
710
84.44
782
44.94
712
105.96
784
43.58
714
133.29
786
42.35
716
165.70
788
41.23
718
200.50
790
40.21
720
234.79
792
39.26
722
266.76
794
38.39
724
295.66
796
37.57
726
319.98
798
36.80
728
337.96
800
36.06
730
347.63 <<
802
35.35
732
346.86
734
336.09
... End
736
318.84
738
298.91
740
278.29
742
257.17
744
235.71
746
214.09
748
192.51
750
171.17
752
150.34
754
130.33
756
111.75
758
95.29
760
81.74
762
71.94
764
65.75
766
61.91
768
59.04
770
56.42
772
54.03
13
Thursday, Nov 12, 2009
Peak discharge = 347.63 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
730 min
859,976 cuft
71*
Oft
29.6 min
Type II
484
( Printed values >= 10.00% of Qp.)

Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 2
post
Hydrograph type
Storm frequency
Time interval
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 50 yrs
= 2 min
= 116.370 ac
= 0.0%
= TR55
= 6.80 in
= 24 hrs
* Composite (Area/CN) _ [(55.470 x 98) + (14.380 x 70) + (46.520 x 71)] / 116.370
Hydrograph Discharge Table
Time -- Outflow Time -- Outflow
(min cfs) (min cfs)
696
53.79
768
77.27
698
59.02
770
73.74
700
66.19
772
70.53
702
75.78
774
67.60
704
88.27
776
64.94
706
104.25
778
62.53
708
125.03
780
60.33
710
151.73
782
58.34
712
185.23
784
56.53
714
226.44
786
54.88
716
273.94
788
53.38
718
323.78
790
52.01
720
371.91
722
415.85
...End
724
454.55
726
485.87
728
507.39
730
516.63 <<
732
510.99
734
491.57
736
463.44
738
431.80
740
399.39
742
366.51
744
333.46
746
300.55
748
268.07
750
236.36
752
205.78
754
176.77
756
150.18
758
126.97
760
108.14
762
94.72
764
86.33
766
81.15
14
Thursday, Nov 12, 2009
Peak discharge = 516.63 cfs
Time to peak
Hyd. volume
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
730 min
1,420,197 cuft
84*
Oft
29.6 min
Type II
484
( Printed values - 10.00% of Op.)

15
Hydrograph Report
Hydraflow Hydrographs by Intelisolve v9.22
Hyd. No. 3
Detention survey pond
Hydrograph type
= Reservoir
Storm frequency
= 50 yrs
Time interval
= 2 min
Inflow hyd. No.
= 2 - post
Max. Elevation
= 649.34 ft
Storage Indication method used. _
Hydrograph Discharge Table
Peak discharge
Time to peak
Hyd. volume
Reservoir name
Max. Storage .
Thursday, Nov 12, 2009
= 389.99 cfs
= 740 min
= 1,420,193 cuft
= Surveyed Pond
= 537,267 cuft
( Printed values >= 10.00% of Qp.)
Time
Inflow
Elevation
Clv A
Clv B Clv C PfRsr Wr A
Wr B Wr C
Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs cfs cfs
cfs cfs
cfs cfs
cfs
712
185.23
645.03
39.67
-- - -- - 39.67
- - - -- - - --
- -- -
39.67
714
226.44
645.28
40.47
- -- - - -- - 40.46
- - - -- --
- -- -
40.46
716
273.94
645.58
41.42
- - - -- - - -- -- 41.41
-- - --
- -- -
41.41
718
323.78
645.96
42.52
- - - -- - - -- - -- 42.50
- --
-- -
42.50
720
371.91
646.36
43.62
- - - -- - - -- -- 43.62
- --
-- --
43.62
722
415.85
646.79
44.75
- - - -- - - -- - -- 44.71
-- - --
- - -- - --
44.71
724
454.55
647.23
45.88
- -- - -- - -- 45.84
1.525 - --
- -- - - --
47.36
726
485.87
647.69
47.03
- - -- - - - -- - - - -- 46.98
30.61 - --
- - - -- - - --
77.58
728
507.39
648.13
48.10
-- - - -- - -- 48.03
90.24 - --
- - -- - - --
138.27
730
516.63 << 648.51
49.01
-- - -- - - -- 48.90
158.08 - - --
- -- - - --
206.98
732
510.99
648.82
49.73
-- - - -- 49.60
221.48 - --
-- - - - --
271.08
734
491.57
649.05
50.26
- - - - -- 50.16
273.13 --
- -- - - - --
323.29
736
463.44
649.21
50.61
- -- - - -- 50.56
308.86 - --
-- - - - --
359.42
738
431.80
649.30
50.81
- -- -- 50.75
330.71 - - - --
-- - - - --
381.45
740
399.39
649.33 <<
50.88
-- - -- -- 50.82
339.16 - - --
- -- - - - --
389.99 <<
742
366.51
649.32
50.87
-- -- -- 50.81
337.42 - - --
-- - - - --
388.23
744
333.46
649.28
50.78
-- - -- - -- 50.73
327.94 - - --
-- - - - --
378.67
746
300.55
649.22
50.65
---- - - - -- 50.59
312.65 --
- -- - - --
363.25
748
268.07
649.15
50.47
- -- - - -- - - -- 50.39
294.13 - - --
- -- - - --
344.53
750
236.36
649.05
50.26
- - - - -- 50.15
272.75 - --
-- - - --
322.91
752
205.78
648.95
50.02
-- -- - - -- 49.89
249.15 - --
- -- - - --
299.05
754
176.77
648.84
49.77
-- -- - - -- 49.64
225.54 - - --
- -- - - --
275.17
756
150.18
648.73
49.51
-- -- - - -- 49.40
201.62 - --
- -- - - --
251.02
758
126.97
648.62
49.25
-- - - - -- 49.15
177.81 - - --
-- - - - --
226.96
760
108.14
648.51
48.99
-- -- - -- 48.88
156.58 - - --
-- - - - --
205.46
762
94.72
648.40
48.74
-- - - -- - - - -- 48.63
136.38 - - --
- -- - - --
185.02
764
86.33
648.30
48.51
-- - -- - -- 48.41
118.88 - --
- -- - - --
167.29
766
81.15
648.22
48.30
- - - -- - - -- - - -- 48.22
104.59 - --
- -- - - --
152.81
768
77.27
648.14
48.12
- -- - - -- -- 48.06
92.00 - --
- -- - - - --
140.06
770
73.74
648.07
47.96
- - -- - - - -- - -- 47.91
80.97 - --
- -- - - - --
128.88
772
70.53
648.01
47.82
- - - -- - - -- - -- 47.77
72.21 - - --
- -- - - - --
119.97
774
67.60
647.96
47.69
- - - -- - - - -- -- 47.64
64.92 - - --
-- - - - --
112.57
776
64.94
647.91
47.57
- - - -- - - -- =- 47.52
58.31 - - --
- -- - - - --
105.83
778
62.53
647.87
47.47
- - -- - - - -- - 47.41
52.29 - - --
-- - - - - --
99.71
780
60.33
647.83
47.37
- - - -- - - - -- -- 47.31
46.82 - - --
- -- - - - --
94.14
782
58.34
647.79
47.28
- - -- - - -- - -- 47.22
41.85 - - --
-- - - - --
89.07
784
56.53
647.76
47.20
-- - -- - - - -- 47.14
37.36 - - --
- -- - - - --
84.50
786
54.88
647.73
47.12
-- - -- - - - -- 47.07
34.32 - - --
- -- - - - --
81.39
788
53.38
647.70
47.05
--- - -- - - - -- 47.00
31.45 - --
- -- - - --
78.45
790
52.01
647.67
46.98
- -- - - - -- 46.93
28.74 - - --
- -- - - --
75.67
Continues on next page...

16
Detention survey pond
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Clv C
PfRsr Wr A
Wr B Wr C
Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs cfs
cfs cfs
cfs
792
50.76
647.65
46.92
- - - -- - --
- -- 46.87
26.18 - --
----- - - --
73.05
794
49.59
647.62
46.86
- - -- --
- - -- 46.81
23.78 -- "
- - - - --
70.58
796
48.50
647.60
46.80
- - - -- - --
- - - -- 46.75
21.50 - - --
-- - - - --
68.26
798
47.47
647.58
46.75
-- - --
- - -- 46.70
19.37 - --
- -- - - --
66.07
800
46.48
647.56
46.70
-- - --
- -- 46.65
17.36 - --
- -- - --
64.01
802
45.54
647.54
46.65
- - -- - - - --
-- 46.60
15.46 - - --
- - - -- - - --
62.07
804
44.63
647.52
46.61
- - - -- - --
-- 46.56
13.67 - - --
- - - -- --
60.23
806
43.76
647.50
46.56
- - -- --
- - -- 46.52
11.98 - - --
- - -- - --
58.50
808
42.93
647.49
46.52
- - - -- - --
- - -- 46.48
10.39 - --
- -- -----
56.87
810
42.12
647.47
46.49
- -- --
- - - -- 46.44
8.876 --
- - -- --
55.32
'1812
41.35
647.45
46.45
- -- --
- - - -- 46.40
8.411 --
-- - --
54.82
814
40.60
647.44
46.41
- - - -- - --
- - - -- 46.37
7.942 - --
- -- - --
54.31
816
39.87
647.42
46.37
-- - --
- - - -- 46.33
7.465 - --
- -- - --
53.79
818
39.17
647.41
46.33
-- - --
- - - -- 46.29
6.979 - - --
- -- - --
53.27
820
38.49
647.39
46.29
-- - - --
- -- 46.25
6.490 - - --
-- - - - --
52.74
822
37.83
647.38
46.25
-- - - --
-- 46.21
5.996 - - --
- - - --
52.20
824
37.19
647.36
46.21
- -- - - --
-- 46.17
5.497 - - --
- - - --
51.66
826
36.57
647.34
46.17
- -- - - - --
- -- 46.12
4.995 - - --
-- - - - --
51.12
828
35.96
647.33
46.13
-- - - - -'
- 46.08
4.491 - --
- - - - --
50.57
830
35.37
647.31
46.09
- - -- - - - --
-- 46.04
3.985 - --
- - - - --
50.03
832
34.80
647.29
46.04
- - -- - =-
-- 46.00
3.478 - - --
- - - - --
49.48
834
34.24
647.28
46.00
- - -- - - --
- -- 45.96
2.970 - - --
----- - - - --
48.93
836
33.69
647.26
45.96
- - -- - - - --
-- 45.92
2.462 - = --
-- -----
48.38
838
33.15
647.24
45.92
- -- - - - --
- -- 45.87
1.954 - --
-- - - - --
47.83
840
32.62
647.23
45.88
- -- - - --
-- 45.83
1.447 - - --
- -- - - - --
47.28
842
32.10
647.21
45.83
- - -- - - - --
- - -- 45.79
0.941 - - --
- - -- - - - --
46.73
844
31.59
647.19
45.79
- -- - --
- - -- 45.75
0.435 - --
- - - -- - - --
46.19
846
31.10
647.18
45.75
-- --
- - -- 45.71
- - - -- --
- - -- - - - --
45.71
848
30.62
647.16
45.71
- - -- - --
- - - -- 45.67
- - - -- - - --
- - - -- - - - --
45.67
850
30.17
647.14
45.66
-- - --
- -- 45.62
- - - -- - - --
- - -- - - - --
45.62
852
29.73
647.13
45.62
- -- - - --
- -- 45.57
- - - -- - - --
-- - - - --
45.57
854
29.31
647.11
45.57
- - - -- - - - --
-- 45.53
- -- - - --
- -- - - - --
45.53
856
28.92
647.09
45.53
- - -- - - - --
- 45.48
-- - --
- - - - --
45.48
858
28.55
647.07
45.48
- - -- - - - --
- 45.43
- - - --
-- - - - --
45.43
860
28.21
647.05
45.43
- - -- - - --
-- 45.38
- - - --
-- - - - --
45.38
862
27.89
647.03
45.38
-- - - --
-- 45.33
- - - --
-- - - - --
45.33
864
27.59
647.01
45.33
- - -- - - --
-- 45.28
- - - --
- -- - - - --
45.28
866
27.32
646.99
45.28
- - - -- - --
-- 45.23
-- - - --
- --- -----
45.23
868
27.06
646.97
45.22
- -- - - --
-- 45.17
- - - --
-- - - - --
45.17
870
26.82
646.95
45.17
- - -- - --
- - -- 45.12
- - - -- - - --
- - -- - - - --
45.12
872
26.60
646.93
45.12
- -- - --
- - - -- 45.07
- - - -- - - --
- -- - - - --
45.07
874
26.38
646.91
45.06
- - -- - --
- - -- 45.01
- - - -- - --
- -- - - - --
45.01
876
26.18
646.89
45.01
- - -- - - --
- - - -- 44.96
- - - -- - - --
-- - - - --
44.96
878
25.99
646.87
44.95
- -- - - --
- - - -- 44.91
- - - -- - --
- -- - - - --
44.91
880
25.81
646.85
44.90
-- --
- - - -- 44.85
- - - -- - --
-- - - - --
44.85
882
25.63
646.82
44.84
-- - - --
- - - -- 44.80
- - - -- - - --
-- - - - --
44.80
884
25.46
646.80
44.78
-- - - --
- - -- 44.74
- -- - --
- -- - - - --
44.74
886
25.29
646.78
44.73
- -- - --
- - -- 44.69
- -- - --
- -- - - - --
44.69
888
25.12
646.76
44.67
- - - -- - - - --
- -- 44.63
- - - --
--- - -----
44.63
890
24.95
646.74
44.61
- - - -- - - - --
-- 44.58
- -- --
-- - - - --
44.58
892
24.78
646.71
44.55
- - -- - - --
----- 44.52
- - - -- - - --
- -- - - --
44.52
894
24.61
646.69
44.49
- - -- - --
- - - -- 44.47
- - - -- - - - --
-- - - --
44.47
896
24.44
646.67
44.44
- - -- - --
- - -- 44.41
- - - -- - - - --
- - -- - - --
44.41
898
24.28
646.65
44.38
- - -- - --
- - - -- 44.35
- - - -- - - - --
- -- - - - --
44.35
Continues on next page...

n
17
Detention survey pond
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Clv B Clv C
PfRsr Wr A
Wr B Wr C Wr D Exfil
Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs
cfs cfs cfs cfs
cfs
900
24.11
646.62
44.32
- - - -- --
- - -- 44.30
- -- - - -- - - - -- - --
44.30
902
23.94
646.60
44.26
- - -- -
- - -- 44.24
- - - - -- - - - -- - - --
44.24
904
23.77
646.57
44.19
- - -- - --
- - -- 44.16
- -- - - -- - - -- - --
44.16
906
23.60
646.55
44.12
-- - - - --
- - -- 44.08
- - -- - - -- - - -- -
44.08
908
23.43
646.52
44.04
-- - - - --
- - -- 44.01
- - - -- - -- -- --
44.01
910
23.26
646.49
43.97
- -- - --
- -- 43.94
- - -- -- - --
43.94
912
23.09
646.47
43.90
- -- -
-- 43.87
- -- - -- - - - --
43.87
914
22.92
646.44
43.83
- - -- - --
- -- 43.81
- - -- - - -- - -- - - - --
43.81
916
22.75
646.41
43.75
- -- - - --
- -- 43.75
-- - - -- - - - -- - - - --
43.75
918
22.57
646.39
43.68
- - - - --
- -- 43.68
-- - - -- - -- - - - --
43.68
920
22.40
646.36
43.61
- - - - --
-- 43.60
- - -- - -- - - - -- - - - --
43.60
922
22.23
646.33
43.53
-- - - - --
- -- 43.52
- - -- - - = -- - - - -- - - - --
43.52
924
22.06
646.30
43.46
-- --
- -- 43.45
- - -- - - -- - - -- --
43.45
926
21.89
646.27
43.38
- -- - - - --
- -- 43.36
- - - -- - - -- - - - -- - - --
43.36
928
21.72
646.25
43.30
- -- --
-- 43.28
- - - -- - - -- - - - -- - -
43.28
930
21.55
646.22
43.23
- - -- --
-- 43.21
- - - -- -- - - - -- -
43.21
932
21.38.
646.19
43.15
- - -- -
-- 43.13
- - - -- - -- - - -- -
43.13
934
21.21
646.16
43.07
-- -
-- 43.05
- - - -- - -- - - -- -
43.05
936
21.04
646.13
42.99
- -- -
- - -- 42.97
- - - -- - - -- - -- --
42.97
938
20.87
646.10
42.91
-- -
- - -- 42.89
- - - -- - - -- -- --
42.89
940
20.69
646.08
42.83
-- --
- -- 42.81
- -- -- -- --
42.81
942
20.52
646.05
42.75
- - -- - - --
- - -- 42.73
- --- - -- - -- - - --
42.73
944
20.35
646.02
42.67
-- - - --
- - -- 42.65
- - -- - -- - -- - - --
42.65
946
20.18
645.99
42.59
-- - - --
- - -- 42.57
- -- -- - --
42.57
948
20.01
645.95
42.49
- -- - - - --
- - -- 42.47
-- - -- - - -- - - - --
42.47
950
19.84
645.92
42.40
- -- - - - --
- - -- 42.38
-- - - -- - - - - --
42.38
952
19.67
645.89
42.30
- - -- - - --
-- 42.28
-- - - -- -- - - - --
42.28
954
19.49
645.85
42.21
- - - -- - - --
- -- 42.19
- -- - - - -- --- - - - --
42.19
956
19.32
645.82
42.11
- - -- --
- -- 42.10
-- - - -- - - -- - - - --
42.10
958
19.15
645.79
42.02
- - -- - - --
- - -- 42.01
- -- - -- - - - - --
42.01
960
18.98
645.75
41.92
- - -- - - - --
- -- 41.91
- -- - -- -- - - - --
41.91
962
18.81
645.72
41.82
-- - - - --
- - -- 41.81
-- - -- - -- - - --
41.81
964
18.64
645.69
41.72
- -- - - - --
- - -- 41.71
- -- - -- - -- - - - --
41.71
966
18.47
645.65
41.62
- -- - - - --
- -- 41.61
- -- - -- ----- - - - --
41.61
968
18.31
645.62
41.52
-- - - - --
- - -- 41.51
- - -- -- - - - --
41.51
970
18.15
645.58
41.42
-- - - --
- - -- 41.41
- -- - -- -- - - - --
41.41
972
17.99
645.55
41.32
- -- ----
- - -- 41.31
-- - -- -- - - - --
41.31
974
17.85
645.51
41.21
-- - - - --
- - -- 41.20
-- - -- -- - - - --
41.20
976
17.71
645.48
41.11
- -- - - --
- - -- 41.10
-- - -- - -- - - - --
41.10
978
17.58
645.45
41.00
- - - --
- - -- 40.99
-- - -- -- - - - --
40.99
980
17.46
645.41
40.90
- -- - --
- -- 40.88
= -- - - -- - -- - - - --
40.88
982
17.34
645.38
40.79
- -- - --
- - -- 40.78
- - -- - - - -- - -- - - - --
40.78
984
17.24
645.34
40.68
- -- --
- - - -- 40.67
- - - -- - -- -- - - - --
40.67
986
17.14
645.31
40.58
- - -- --
- - -- 40.56
- - - -- - - - -- -- - - - --
40.56
988
17.05
645.27
40.47
- -- --
- -- 40.46
- - - -- - - -- - -- - - - --
40.46
990
16.96
645.24
40.36
- -- -
- -- 40.35
- - - -- - - -- - - - -- - - - --
40.35
992
16.88
645.20
40.25
-- -
- -- 40.24
- - - -- - - - -- - - - -- - - --
40.24
994
16.80
645.17
40.13
-- -
-- 40.13
- - - -- - - -- - - -- --
40.13
996
16.73
645.14
40.02
- - -- --
-- 40.02
- - - -- - - - -- - - -- - --
40.02
998
16.66
645.10
39.91
- - -- - - - --
- - -- 39.91
- - - -- - - -- - - - -- - - --
39.91
1000
16.60
645.07
39.79
- - -- - - - --
- - -- 39.79
- - - -- - - -- - -- - - - --
39.79
1002
16.53
645.03
39.68
- - -- - - - --
- - -- 39.68
- - -- - -- - -- - - - --
39.68
1004
16.47
645.00
39.56
- - -- - - - --
- - -- 39.56
- - - -- - - -- - -- - - - --
39.56
1006
16.41
644.95
39.41
- -- - - - --
- - -- 39.41
- - -- - - - -- - - -- - --
39.41
Continues on next page...

18
Detention survey pond
Hydrograph Discharge Table
Time Inflow Elevation Civ A
Civ B Civ C PfRsr Wr A Wr B Wr C Wr D Exfil
Outflow
(min) cfs ft cfs
cfs cfs cfs cfs cfs cfs cfs cfs
cfs
1008 16.35 644.91 39.26
- -- - -- - - - -- 39.25 - - - -- - - -- ---- - - --
39.25
1010 16.29 644.87 39.10
- -- - - - -- - - - -- 39.10 - - -- ---- - -- - - - --
39.10
...End

VICINITY MAP - 1 1000
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a
Lq
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s
WO CUP RISER
EXISTING EV647 50
TRASH RACK NOT SHOWN
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EL-6
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II II
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PROJECTSUMMARY
PROPERTY
PROJECT NAME - IBP LOT 10 SPEC BUILDING
OWNERIDEVELOPER BEACON PARTNERS
PLANS PREPARED BY BURTON ENGINEERING ASSOCIATES PHONE ift
ZONING I-2 PETITION NO. WA TAX PARCEL 5601 -52- 3460 -0000
JURISDICTION CITY OF CONCORD WATERSHED DISTRICT N/A
FEMA PANEL No. 3710560100) FEMA DATE 11/05108 FLOOD ZONE X
LOT SIZE 4 60 ACRES
SETBACK REQUIREMENTS
FRONT SETBACK 50 FT (BUILDING)
FRONT SETBACK 25 FT (PARKING)
INTERIOR SIDE YARD 25 FT
REAR YARD 25 FT.
REQUIRED BUFFERS
FRONT NO/ ES WA FT REAR NO ES N/A FT
SIDE(STREET) NO ES WAFT SIDE NO ES WAFT.
BUILDING
PROPOSED USE WAREHOUSE I DISTRIBUTION
BUILDING HEIGHT 33 FEET, STORIES __L
BUILDING COVERAGE 50y00 SO FT. GROSS FLOOR AREA. 50_4 00 SQ.FT.
ALL SIGNAGE WILL BE APPROVED AND PERMITTED SEPARATELY.
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CONCORD. NORTH CAROLINA Sep anL
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PROJECT CONTACT INFORMATION
STORMWATER
ENGINEER
ARCHITECT
CONTRACTOR
Burton Engineering Associates
Merriman-Schmitt Architects, Inc
TBD
Greg Welsh
Steve Schmitt, Creig Fleming
Concord, NC 28027
5950 Felrview Road, Suite 10D
61D East Morehead Street, Suite 200
TRANSPORTATION
Charlotte, NC 28210
Charlotte, NC 28202
City of Concord Engineering
Phone [phone] • Fax 704 - 553-8860
Phone [phone] • Fax [phone]
850 Warren C Coleman Blvd
DEVELOPER
OWNER
TOPOGRAPHIC SURVEY PROVIDED BY
Beacon Partners
Bedford Village, SA dtla Bedford Village SA, Inm CESI Land Development Services
Contact Sean McDonnell
1499 West Palmetto Rd, Suite 204
David Hlayweod
610 East Morehead St. Suite 250
Baca Raton, FL 33486
PO Box 268
Charlotte. NC 28202
Phone [phone]
Concord, NC 28026
Phone [phone]
Phone 704 - 786 -5404 • Fax [phone]
/ 1 1
I DRAWING RECORD
ISSUED FOR DATE ISSUED FOR DATE
/ 7 E CITY PLAN REVIEW 1028115
( \ \ mY NCDENR STREAM CROSSING 11107JIS
I / USACE STREAM CROSSING t1 /02/15
111 -- -- -- -� -1 --�- X11 I
DRAWING ISSUANCE RECORD
- * - SHEET DRAWINGTITLE GRID DATE LATEST REVIDATE
�r + t C10 COVER SHEET Oct 2B, 2015 111/07/15
Cl1 GENERAL NOTES
Olt 28. 2015
C2 0 EXISTING CONDITIONS PLAN Sept 22, 2015
rc I 1\ C2 t DEMOLITION PLAN Oct 20, 2018
� y
N� C If If - } —' } PROaosEDe� LOI- n _� -I -� � \ \ \\ \\ \I \� � C3 slTEaumrnPLAN od.za,zals
G O GRADING B DRAINAGE PLAN Oct 28 1075 1. 17102115
--
I C50 EROSION CONTROL PLAN-PHASE I Co. 282015
C51 EROSION CONTROL PLAN -PHASE II Od 2B, 2075
1 1
C8 0 LANDSCAPE PLAN Oct 28, 2015
I f r t C70 GENERAL DETAILS Oct 20, 2015
C71 GENERAL DETAILS Oct 28'20j5
C7 2 UTILITY DETAILS Oct 28, 2015
— _ _ — l l 111 (( C73 STORMWATER DETAILS Did 28,2015
1116' C74 EROSION CONTROL DETAILS Od 28,2015
I REVIEW /PERMIT STATUS
( (PERMITS BELOW FOR SITE ONLY
/ I AGENCYNERMIT SUBMITTED APPROVED PERMIT No
rI
I/ I
I
SOILS ENGINEERS
Geosclenc , Group, Inc
Daniel Mickney
500-K Clanton Road
Charlotte, NC 28217
Phone [phone] • Fax 704 - 5252051
BOUNDARY /UTILITY SURVEY BY
CESI Land Development Services
David Haywcod
PO Box 268
Concord, NC 28026
Phone [phone] • Fax [phone]
REGULATORY - UTILITY - MUNICIPALITY CONTACTS
STORMWATER
FIRE MARSHAL
City of Concord Engineering
City of Conmrd Fire Prevention
Doug Miller
Amhle Coble
850 Warren C Coleman Blvd
100 Warren C Coleman Blvd
Concord, NC 28025
Concord, NC 28027
Phone [phone]
Phone [phone]
TRANSPORTATION
UTILITIES R
E )
City of Concord Engineering
City of Concord Engineering
Adam Dagenhart
Sham Moore
850 Warren C Coleman Blvd
850 Warren C Coleman Blvd
Concord, NC 28025
Concom, NC 28025
Phone [phone]
Phone [phone]
EROSION CONTROL
NCDENR - Mooresville Regional Ofnce
Tamara Eplln
510 East Center Avenue, Suite 301
Mooresville, NC 28115
Phone [phone]
FIELD INSPECTOR
NCDENR
Samar Bou- Ghazole
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Phone [phone] • Fax [phone]
f
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Drawn By
10/28/15
Date
Revisions
. wen s smra ceacvx c oelw.s
619 -001
C1 .0
Sheet 1 of 14

I ALL CONCRETE SIDEWALKS SHALL BE FULL 4' THICK 4080 PSI CONCRETE WIT' DEEP
GROOVE CONTROL JOINTS AT INTERVALS INDICATED ON SITE RAN PROVIDE
EKPANSION JOINTS ADJACENT MAU MUD STRUCTURES EXPANSION JOINT
SPACING SHALL NOT EXCEED W
2 ALL DIMENSIONS ARE TO FACE OF CURB UNLESS OTHERWISE NOTED
3 SEE ARCHITECTURAL RAN FORE CT LOCATION 6 SQE OF WATER, SEWER
CONNECTIONS & ROOF DOWNSPOUTS
4 SEE ARCH PLANS FOR BUILDING NMENNSIONLS, FEATURES STAIRS B HANDRAILS,
ETC
5 DRIVEWAYS SHALL BE CONSTRUCTED M STATE 5 LOCAL CODES
B ACCESSIBLE PARKING
e ANACCESSIBLEPARONGSPAGE SI UHAVE NOGREATER SLOPE TINNY -PER
FOOT ACROSS THE SPACE
b HANDRAILS ARE M BE PROVIDED ON ACCESSIBLE RAMPS NTH A RISER
GREATER THAN S'
c MAK SLOPE FOR AN ACCESSIBLE ROUTE (SIDEWALK) SHALL BE 50 %(120)
4 AM ACCESSIBLE PARKING SPACES SHALL DISPLAY APPROVED RESERVED
PARKING SPACE SIGNS AS PRESCRIBED BY THE N C D O T MANUAL ON UNIFORM
TRAFFIC CONTROL DEVICES 8 APPROVED FOR USE UNDER N C GENERAL
STATUTE R7 -0, R74D RERALTY- SIGN 8 HERE APPUCABLE,'VANACCESSIBLE'
SIGN
7 THECONTRA CTOR SHALL VISITTHE SITE& FAWUARVE HIMSELFWITH THE EXISTING
CONOIT10- BEFORE SUBMITTING MS BID
8 AM DISTANCES DATA SHALL BE CHECKED BY THE CONTRACTOR PRIOR TO THE
STARTOF CONSTRUCTION IN CASE OF CONFUCT, THE ENGINEER SHALL BE
NOTIFIED IMMEDIATELY SO TNT CLARIFICATIONS MAY BE MADE PRIOR M THE
STA TOF WORK
RK
B THE PROPOSED GRADES SHOWN ARE THE FINISH GRADES UNLESS OTHERWISE
NOTED
10 THE CONTRACTOR SHALL SUPPLY B ESTABUSH SURVEY COWL, INCLUDING THE
HORIZONTAL&VERTCALCONMOLPOINTS THECONTRACMRSHALLMAINTAIN
THIS CONTROL 6 PROMDEAU BENCHMARKS, STAKES, GRADES, LEVELS &LINES
NECESSARY FOR CONSTRUCTION CONTRACTORS) SHILL PROVIDE ADEQUATE
SUPERVISION M PREVENT DAMAGE 6 MOVEMENT FROM EOUPMENT WORKING
AROUND CONSTRUCTION STAKES THESE CONSTRUCTION STAKES SHALL REMAIN IN
PUCE 6 BE PROTECTED UNTIL OWNER APPROVES YST
PPROVES TRIP CTION REMOVAL AN E TO
THAT HAVE BEEN EN EDILAWARESU LTOFCONSTRLCTONACTVITYARETOBE
REPLACED BY A lIOENSED LAID Sl1RJEYOR ENGAGES BY THE CONTRACTOR AT NO
COST TO THE OWNER
11 ALLEOSTNGIWROVEMENTSDAMAGMASARESULTOFCONSMMC ON
OPERATIONS SHALL BE RESTORED M THEIR ORIGINAL CONDITION M THE
SATISFACTION OF THE OWNER
12 ALL DUSTING PAVEMENT 6 CONCRETE TO BE JOINED SHALL BE EAWLUT
13 BURNING ON OR NEAR THE JOB SITE WILL NOT BE PERMITTED
14 ALL PILL SHALL BE COMPACTED M% %PER ASTM D 09
15 U.FON COMPLETION OF THE WORK THE CONTACTOR SHALL CLEAN THE ENTIRE
SITE OF ALL CONSTRUCTION RELATED MATERIAL 6 DEBRIS
1B TREE SAVE NOTES
• TEMPORARY TREE SAVE FENCING INSTALLED UNDER THE ROUGH GRADING
CONTRACT SHALL BE MAINTAINED UNTIL THE CITY ALLOWS ITS REMOVAL
REMOVAL OF THIS FENCING SHAM BE INCLUDED HEREIN
b THE SITE WORN CONIRACMMS) SHAM BE FAMILIAR WITH 60BSERVE THE
APPUCABLE REGUIREMEWS ANY QUESTIONS SHOULD BE DIRECTED M THE
ENGINEERING REPRESENTATIVE.
17 LAND DEVELOPMENT ENGINEER M BE GIVEN 24 HOURS NOTICE PRIOR TO STMT OF
CONSTRUCTION
10 APPROVALOFTHSPUNISWTANAU OHZATONTDGMMONADJACEW
PROPERTIES WHEN RELDCONgTIONS WARRANTOFFSITE GRADING, WRITTEN
PERMISSION MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNER(S)
19. COORDINATE ALL CURB 6 STREET GRADES IN INTERSECTION PATH NCOOT
INSPECTOR
W IN ORDER ENSURE PROPER DRAINAGE, KEEP A MINIMM SLOPE OF 05 %ON
CURB
21 INSTALL ALL EROSION CONTROL MEASURES PRIOR M STMT OF CONSTRUCTION
SEE SHEET C50 AND CS 1 FOR EROSION CONTROL RAN
22 THE LOCATION OF EXISTING UTIUTES, STORM DRAINAGE STRUCTURES &OTHER
ABOVE 6 BELOWLRADE IMPROVEMEWS ARE APPROXIMATELY AS SHOWN IT IS THE
CONTRACTORS RESPONSINUTY M DETERMINE THE EXACT LOCATION, SIZE 6
INVERT ELEVATIONS OF SUCH PRIOR M START OF CONSTRUCTION
23 THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL
IN AN UNOBSTRUCTED STATE 6 SHAM REMOVE FROM THE CHANNEL ALL DEBRIS,
LOGS, TIMBER, — 6 OTHER ACCUMULATIONS
24 AUROADIMPROVEMEWSAT ENTERPRISEDRANDBUSINESEBLVDMBE
COORDINATED WITH CONCORD DEPARTMENT OF TRANSPORTAn —PRIOR M
CONSMUCTON
25 PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED M THE
COUNTY ENGINEER PRIOR M CONSTRUCTION
20 NDNSTAMDARD ITEMS OE PAVERS IRRIGATION SYSTEMS, ETCJ IN THE WW
REQUIRE A RA' ENCROACHMENT AGREEMENT WITH THE CONCORD DEPARTMENT OF
TRANSPORTATION BEFORE INSTALLATION
27 THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD IT IS
SPECIFICALLY UNDERSTOOD TNT HE DOES NOT UNDERTAKE NORASSUME ANY
OBLIGATION FOR SUPERVISION OF CONSTRUCTION SAFETY MEASURES TAKEN
DURING THE COURSE OF CONSTRUCTION RESMNSIBIUTY FOR SCHEDULING THE
WORK FOR INSURING COMPLETE COMPLIANCE NTH THE CONTRACT DOCUMENTS
ANDORAU CODE REQUIREMENTS, RIMES 6 REGUUTONS OF AIVY PUBLIC OR
PRIVATE AUTHORITY HAVING JURISDICTION OVER THE WHOLE OR ANT PART OF THE
WORKNJADIN ION THEENGINEERNEITHERUNDERTAKES ,ASSUMES,NOR
GUARANTEES THE WORK AWMR PERFORMANCE OF THE COWHACMR
25 ALL CONSTRUCTION SHALL MEET CABARRUS COUNTY, CITY OF CONCORD 6 STATE
STANDARDS
29 BEFORE YOU DIG, STOP CALL THE W ONE -CALL CENTER AT 811 R'S THE LAW
30 REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE THE OWNEFL
CONTRACTOR OR DEVELOPER FROM MEETING THE REQUIREMENTS OF THE CITY OF
CONCOROSORCABA .RRUSGOUNTYORDINANCES MUGIES,ANDSTANDARD
SPECIFICATIONS, (AS APPLICABLE), CONCORD WATER & SEWER POUCIES AND
TECHNICAL SPECIFICATIONS, THE "STANDARD SPECIFICATION FOR WASTEWATER
COLLECTION 6 WASTE DISTRIBUTION FOR CABARRUS COUNTY (WSACC MANUAL)
AND ANY OTHER LOCAL, STATE, AND FEDERAL REQULATIONS AND APPROVALS
31. THE CONTRACTOR MUST CONTACT THE CITY OF CONCORD ENGINEERING
CONSTRUCTION MANAGER PHI W P KING LAND. AT TW -0204125 AT LEAST
2"OURS PRIOR M NITRATING ANY CONSTRUCTION ACTIVITY.
32 ASPHALT PAVEMENT SEALERS ARE NOT REQUIRED
1 WDENRINSPECTORMBEGIVEN24HOURSWTICEPMORTOSTARTOF
CONSTRUCTION
2 THE CDNTRACMR SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL
IN M UNOBSREMOVE TRUCTED STATE 6 SHALL REM FROM THE CHANNEL 8 BANKS OF
THE STREAM ALL DEBRIS, LOGS, TIMBER, JUNK 6 OTHER ACCUMULATIONS
3 APPROVAL OFTHISSITEPIANISNDTANAIRHA nONMGRADEADJACENT
PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFFSITE GRADING, PERMISSION
MUST BE OBTAINED FROM THE AFFECTED PROPERTY OWNERS
UTILITY NOTES
1 DIMENSIONS TO, OR COORDINATES OF ARMHOLES VALVES, PIPEUNES, ETC, ARE
CENTERLINE UNLESS OTHERWISE NOTED
2 THE CONTRACTOR SHALL OBTAIN &PAY FOR PRIOR M THE BEGINNING OF ANY
WORK ALL PERMITS 6 LICENSES NECESSARY M ACCOMPUSH WORK PERMITS CAN
INCLUDE, BUT ARE NOT LIMITED TO CITY OF CONCORD ENCROACHMENT PERMIT,
GRADING PERMIT NDRURUTYCOMPAWSPERMITFORTHEWORKMBE
PERFORMED ON THEIR RESPECTIVE FACILITIES
5 AW CONMACTOR PERFORMIW WORK ON THIS PROJECT SH AU FAMIUARIZE
HIMSELF WITH THE THE JOB SITE 8 LOCATION OF ALL EXISTING FACILITIES 6
UNDERGROUM3 UTESSHOWNORNOTSHOWNONTIHESEPLANS THE
CONTRACTOR WILL BE UNILATERALLY RESPONSIBLE FOR A W DAMAGE DONE M
EXISnNG FACILITIES OR UNDERGROUND UTIUTES THAT ARE SHOWN OR NOT
SHOWN ON THESE PLANS & IF DAMAGED THEY SHALL BE REPAIRED OR REPLACED
M THE SATISFACTION OF THE OWNER AT NO COST M THE OWNER
4 THE CONTRACTOR SHALL RESET ALL MANHOLE COVERS, CATCH BASIN GRAMSB
ANY OTHER UTILITY ACCESS COVERS M FINISHED PAVEMENT SURFACE OR
SIDEWALK GRADE THE CONTRACTOR SHALL PROTECT UNDERGROUND UTIUTIES 6
THEIR APPURTENANCES TO REMAIN ON SITE FROM DAMAGE DURING CONSTRUCTION
OPERATIONS
5 SEWER CLF UTS TO BE PROVIDED AT ALL BENDS ON T 0 OR LESS UWS
CLEAN U TSSHALLBEPROVIDEDEVERYTSONPOUWS &EVERYTOGDNVO
UNES SEWER LATERALS M BE PLACED AT A MIN SLOPE OF 1/4' PER FOOT ON CO
UNES 6 118' PER FOOT ON 6'0 UNES
5 WHEN WATER MAIN IS ABOVE SEWER BUT WITH LESS THAT 18'CI-EARANCE, OR
WHEN THE SEWER IS ABOVE THE WATER MAIN, BOTH WATER MAIN & SEWER UNE
SHALL BE CONSTRUCTED OF FERROUS MATERIALS WITH JOINTS EQUIVALENT M
WATER MAIN STANDARDS FOR A MINIMUM LATERAL DISTANCE, MEASUREDAT RIGHT
ANGLES M THE SEWER, OF 10 ON EACH SIDE OF THE CROSSING WITH FULL
SECTIONS CENTEREDAT THE POINT OF CROSSING
T UPON COMPLETION OF CONSTRIIOTON 6 BEFORE ACTIVATION OF SEWER ONES 6
En cm&n N
WATER MW N5, THE CONTRACTOR SHALL PROVIDE ASbUILT SURVEY INFORMATION
TO THE ENGINEER
B RACHBFPISREQUIREDTOBETESTEDBYANAPMMEDCERIFIEDTESTERPMOR
TO PLACING THE WATER SYSTEM IN SERVICE
9 THERE SHALL BE NO TAPE, PIPING BRANCHES, UNAPPROVED BYPASS RANG,
HYDRANTS, ARE DEPT CONNECTION POINTS, OR OTHER WATERASING
APPURTENANCES CONNECTED M THE SUPPLY LINE BETWEEN AM WATER METER 6
ITS REQUIRED BACKFLOW PREVEWER
1D CONSTRUCT UTILITIES IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY OF
CONCORD, CABARRUS COLWTY 8 THE STATE OF NORTH CARDUHA COMPLY W TH
ALL APPLICABLE HEALTH 6 SAFETY REQUIREMENTS
11 CONSTRUCT WATER UNE WITH A MINIMUM OF 3' OF COVER CONSTRUCT AT EXTRA
DEPTH AS REQUIRED M AVOID CONFUCTS
12 CONSTRUCT SANITARY SEWER WINS WITH A MINIMUM OF 4' OF COVER CONSTRUCT
SANITARY SEWER PLAINS UNDER PAVEMENT WITH A MINIMUM OF F OF COVER
13 PROPOSED UnUTY SIZES ARE PREUMNARY B WIl BE CONFIRMED PRIOR M FINAL
CONSTRUCTION PLANS
14 VERIFY EXISTING UTILITY LOCATIONS& OTHER EXISTING FEATURES PRIOR
CONSTRUCTION REPORT ANY INCONSISTENCIES M OWNER PRIOR TO BEGINNING
WORK
15 BACKFLOW PREVENTERS SHALL BE APPROVED MODELS BY WDENR B THE CITY OF
CONCORD
18 ALL MATERIALS EQUIPMENT LABOR, AND WORKMANSHIP SHALL BE IN ACCORDANCE
WITH AND SUBJECT M THE WATER AND SEWER AUTHORITY OF CABARRUS
COUNTY'S STANDARD SPECIFICATIONS, THE CITY OF CONCORD6 ORDINANCES,
POLICIES, MD STANDARD SPECIFICATIONS, AND THE NORTH CAROUw
ADMINISTRATIVE CODE FOR WASTEWATERCOUECTIONAND WATER DISTRIBUTION
SYSTEMS IN THE EVENT OF CONFLICT BETWEEN THE WATER AND SEWER
AUTHORITY OF CARARRUS COUNTY'S STANDARD SPECIFICATIONS, THE CITY OF
CONCORDS ORDINANCES POLICIES AM STANDARD SPECRCATIONS, OR THE
NORTH CAROLINA ADMIMSTRATIVE CODE, THE MORE RESTRICnVE REQUIREMENTS
SHALL APPLY
17 T UISnWWATERMAINVALVEMMSANDSTEMSANDTHEE XSnN SEWERM✓JN
MANHOLE RIMS ARE M BE RAISED OR LOWERED M FINAL GRADE. AS APPUCABLE
AND AT LEAST }FT OF GROUND COVER IS TO BE MAINTAINED OVER THE EXISTING
UTILITIES AT ALL TIMES
18 THE OWNER ANDOR DEVELOPER ARE RESPONSIBLE FOR DETERMINING IF THE
WATER PRESSURE AND EXISTING PUBLIC ARE FLOW WILL BE ADEQUATE FOR THEIR
PROPOSED SITE DEVELOPMENT IF NOT, THE OWNER OR DEVELOPER IS
RESPONSIBLE FOR INSTALLING THE NECESSARY AND APPROVED DEVICE(S) M MAKE
AN ADXSTMENTS M THE WATER PRESSURE, AND'OR WATER VOLUME SUPPLIED BY
THE CONCORD AND SHALL BE RESPONSIBLE FOR THE MAINTENNDE OF ALL 6UCH
DEVICES
19 ARNMUMOFTEN(10)HORVZ LFEETSWLLLBEM4I NWDBETWEENTHE
CITY'S WATER LINES AND WASTEWATER LINES THE CRY'S PUBLIC INNS SHALL
MNNTNN A MINIMUM FIVE (5) HORIZO WAL FEET AND TWO (2) VERTICAL FEET OF
SEPARATION FROM AW TYPE OF MANTENANCE OBSTRUCTION, INCLUDING BUT NOT
UK DMAWOTHERUTIUTYPRO lIO R6ONESMEQUPMEW IFMEXCEPDDN
IS GRANTED A MINIMUM OF ONE (1) VERTICAL FOOT OF SEPARATION MUST BE
MAINTNNED BETWEEN THE CITY'S PUBLIC MAINS AND THE MAINTENANCE
OBSTRUCTION, AND THE CITY'S PUBLIC INNS WITH ASSOCIATED APPURTENANCES
S-LAM BE CONSTRUCTED OF DUCTILE IRON PIPE OR APPROVED APPROVED FERROUS
MATERIAL WITH JOINTS TINT ME EQUVALEW TO POTABLE WATER MAIN
STMDARDS FOR DISTANCE OF TEN FEET ON EITHER SIDE DF THE POI W OF
CROSSING IF A WATER LINE CROSSES UNDER SEINER UNE, REGARDLESS OF
DEPTH, THEN WTH THE WATER ONES AND THE SEWER ONES SHALL BE
CONSTRUCTED OF DUCTILE IRON PIPE OR AN APPROVED FERROUS MAMMAL WITH
JOINTS TNT ARE EQUNALEW M POTABLE WATER MAIN STANDARDS FDR A
DISTANCE OF TEN (10) FEET ON EITHER SIDE OF TE M W OF CROSSING
FIRE MARSHAL NOTES
1 ACCESS AND WATER SUPPLY SHALL BE ESTABUSHED PRIOR M AND MAINTAINED
DURING VERTICAL COMBUSTIBLE CONSTRUCTION (NFPA TO
241) IT IS UNDERSOD
THAT MRTH TMS TYPE OF CONSTRUCTION THE WALLS DULL BE RAISED PRIOR M THE
INSTALATION OF THE HYDRANTS DUE TO THE CRANE USED M UFT THE WALLS
IMMEDIATELY AFTER THE WALLS ARE LF, THE INSTALLATION OF THE HYDRANTS
SHOULD BEGIN
2 NEEDEDFIREFLOW RTHE STRUCTURE MUST BE PROVIDEDAND MAINTAINED THE
HYDRANTS MUST BE INSTALLED AND REMAIN ACCESSIBLE THROW HOUT THE
CONSTRUCTION OF THE STRUCTURE
3 THE SITE ADDRESS SHALL BE POSTED IN A TEMPORARY FORM AND UPON
COMPLETION IN A PERMANENT FORM IN A VISIBLE LOCATION IN 64NCH CHARACTERS
INA REFLECTNEMATERIALAMCONTRASTWCOLOR (IF—I)ATEMPORARY
ADDRESS SHOULD BE POSTED FOR EMERGENCIES WRING CONSTRUCTION THE
LCCATON COLOR AND SIZE OF THE ADDRESS NEEDS M BE COORDINATED WITH
THE INSPECTOR ON SITE DURING CONSTRUCTION
4 FIRE ACCESS ROADS SHALL HAVE UNOBSTRUCTED CLEARANCE OF 13FOOT
&-INCHES RFC 5033 1)
5 THE REQUIRED TURNING RADIUS OF ARE ACCESS ROADS SHALL BE 42 -FOOT
RADIUS (IFC SIM 2 4) THE WIDTH OF THE ACCESS ROAD MAY NOT BE OBSTRUCTED
DURING CONSTRUCTION FIRE AND EMS MUST BE ABLE TO ACCESS THE SITE FOR
TIRES OR ACCIDENTS DURING CONSTRUCTION
B FIRE LINES REQUIRED FOR ACCESS M THE STRUCTURE ARE REQUIRED M BE
STRIPPED AND MARKED BY SIGNS PROHIBITING PARKING IN AREAS WHERE ACCESS
MAY BE BLOCKED BLOCKAGE TO ACCESS AFTER CONSTRICTION MAY RESULT IN
FUTURE REQUIREMENTS FOR STRIPPING AND SIGNAGE (C067) CONTACT CONCORD
FIRE MARSHAL S OFFICE PRIOR M LANE STRIPPING FOR DETAILS ALL LANES SHALL
BE MARKED IN ACCORDANCE WITH DEPARTMENT SPECIRCATONS AND APPROVED
PRIOR M INSTALLATION
7 PUBLIC FIRE HYDRANTS SHALL BE PAINTED YELLOW AND PRIVATE HYDRANTS SHALL
BEPAINTEDRED ALLNEWHYDA SHALLBEEOUPPEDWITHASSTORZFITTING
B STRUCTURES UNDER CONSTRUCTION ARE REQUIRED M HAVE TEMPORARY ARE
EXTNGUSHERS ON SITE DURING CONSTRUCTION
TREE PROTECTION NOTES
1 NO SOIL DISMRBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC,
BURIAL PITS, TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE
TREE PROTECTION ZONE TREE BARRICADES MUST BE INSTALLED BEFORE ANY
DEMOUTON GRADING, OR CONSTRUCTION BEGINS, & NOT REMOVED UNTIL FINAL
INSPECTION
2 TREE PROTECTION BARRICADES MUST MEET OR EXCEED THE STANDARDS FOR THE
CITY OF CONCORD
3 CONTRACTOR M CALL THE CITY OF CONCORD FOR INSPECTION OF TREE
PROTECTION FENCING PRIOR M THE ISSUANCE OF A GRADING PERMIT
4 NO GRUBBING WITHIN TREE PROTECTION ZONE LEAVE SOIL B LEAF UTTER
UNDISTURBED SUPPLEMENT WITH 1 -21N OF MULCH RESEED WITH GRASS MLI H
USTURBED'GRADEDAREAS
5 BRUSH, VINES 8 SMALL TREES (<0-0 OR AS SMALL AS r —ER) NAY BE HAND
CLEARED ONLY CUT FLUSH WITH GROUND SURFACE EKISTING TREES MAY BE
LIMBED UP 6 FT NT LEAST N3 OF THE BRANCHES SHOULD BE LEFT) M IMPROVE
VISIBIUTY
6 EXPOSED TREE ROOTS MUST BE CIFAMY CUT PATH SHARP PRUNING TOW
BACKRU ASAP TO MINIMIZE EXPOSURE M THE AIR
T TREE PROTECTION FENCE IS M BE LOCATED 1 FT PER TREE DA INCH AWAY FROM
THE TREE IN THE SETBACK OR RIGHT -0O -WAY HOWEVER, FENCING M BE W
CLOSER THAN THE DRIP UNE OF THE TREE
TREE PLANTING NOTES
1 MINIMUM TREE SIZE AT RANTING IS 2- CAUPER 07OR SINGLE STEM TREES) ALL
K4TSTEM TREES MUST BE TREE FORM MAMMUM 3 M 5 TRUNKS, & MINIMUM B
FEET TAM
-
2 ALL STRAPPING &ADP 03 OF WIRE BASKET MUST BE CUTAWAY B REMOVED FROM
ROOT BALL PRIOR M E ACKFU -W PLANING PIT REMOVE TOP 113 OF THE BURLAP
FROM ROOT BALL
3 FOR NEW PLANTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB SE, 8
CONSTRUCTION DEBRIS, REMOVE COMPACTED SUL & ADD 24' NEW TOPSOIL OR
UNCOMPACT & AMEND TOP 24' OF ELSnW SOIL M MEET MPSOIUPLANTW MAX
STANDARDS FOR TREES (WITHIN ENTIRE MINIMUM AREA OF 274 SO FT PER TREE)
4 GEM4 NGTREES EAMINIM%UM25MWFEETFROMM
LAR TURN MUSTS ERHEAD
DISTRIBUTION URBAN TRANSMISSION LIVES IF TREE ORE PLICTS WTi POWER LINES OR
SIGNS, CALL URBAN FORESTER TO RESOLVE BEFORE PUNTING
SEEDBED PREPARATION
1 AREAS M BE SEEDED SHALL BE RIPPED OR TILLED AND SPREAD WITH AVAILABLE
TOPSOIL 4 -DEEP TOTAL SEEDBED PREPARED DEPTH SHALL BE S'
2 ROCKS, ROOTS & OTHER OBSMUCTONS 6 CONSTRUCTION DEBRIS SHALL BE
REMOVED FROM THE SURFACE OF THE SEEDBED SURFACE OF COMPLETED
PREPARED SEEDBED SHALL BE LOOSE SMOOTH 6 UNIFORM
3 CONTRACTOR SHALL TILL, DISC ANDOR HARROW IF NECESSARY M ACHIEVE THIS
4 FIND SOILTESTISTAI(EN,FERnI ERMDUMESHALLBEAPPUEDACCORDINGM
THE SEEDING SPECIFICATIONS
5 IF SOIL TEST IS TAKEN, APPLY FERTILIZER 6 UME IN ACCORDANCE W SOIL TEST
RECOMMENDATIONS
6 LIME 6 FERTILIZER SHALL BE APPUED UNIFORMLY AND MIXED WITH THE SOIL DURING
SEEDBED PREPARATION
T IMMEDIATELY AFTER SEEDING, MUCH ALL SEEDED AREAS WITH A THIN DENSE
LAYER OF CLEAN WHEAT STRAW
LANDSCAPE NOTES
1 ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET FORTH IN THE
AMERICAN STANDARDS FOR NURSERY STOCK BY THE AMERICAN ASSOCIATION OF
NURSERYMEN, INC , WASHINGTON, D C
2 AUPLANTSSRALLBECOMPACT ,LANFORM, &WELLGROM PUWSSHALLNOTBE
LOOSE OPEN RANTS THE CLIENTS LANDSCAPE ARCHTECT RESERVES THE RIGHT,
IN OUR SOLE OPINION, M REJECT AW & ALL MATERIALS WHICH M NOT MEET
THESE REQUIREMENT S
3 ALL PLANTING BEDS SHALL BE MU -CHEDA MINIMUM OF 4' WITH PINE NEEDLE MUCH
A ALL PLANTS SHALL BE FREE FROM DISEASE, INSECT INFESTATIONS, 61Htt1FRIEb
5 ALL PLAWBEDUSHALLHAVEAPV4MTRENCHINSTALLEDATTHEPEWMETEROF
THE BED
6 COMPACTOR MUST PROVIDE A ONE YEAR WRITTEN GUARANTEE FOR ALL PRAM
MATERIALS FROM THE DATE OF FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT
T THE SPECIES, VARIETIES B SIZE LISTED SHAM BE PROVIDED AS SPECIFIED
SUBSTITUTIONS WILL BE PERMITTED ONLY UPON WRITTEN APPUCAnON BY THE
CONTRACTOR TO THE LANDSCAPE ARCHITECT, 6 VMEN APPROVAL BY SID
LANDSCAPE ARCHITECT IS IN WRIT-
5 SYMBOLS BBB - BALLED B BURUPPED, O C - ON CENTER, GAL - GALLON
CONTAINER, M S - MULTSTEM, HT - HEIGHT, CAL ^ CAUPER
9 THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL PLANTS
ILLUSTRA TEDONTHEPLANnN PLANIFANYDISCREPANCIESEASTBETWEENTHE
QUANnTES USMD ON THE PLAW UST 6 THE QUANTITIES SHOWN ON THE RAN,
IT
THECONTRACM SHALLPROVIDEALLQUANTESILWSWATEDDNTHEPLAN IF
ANY PLANTS ARE SHOWN NOT LABELED THE CONTRACTOR SHALL VERIFY THE
RAM IDENTITY WITH THE LANDSCAPE ARCHITECT & THESE PLANTINGS SHALL RE
INCLUDED IN THE CONTRACTOR'S INITIAL BID
10 SOIL AMENDMENTS SHALL BE UNIFORMLY SPREAD& CULTIVATED THDROUGHLY BY
A MECHANICAL TILLER IMO THE TOP IT OF SOIL THROUGHOUT SHRUB BEDS
11 THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT 6 THE
OWNER IN WRITING OF ALL SOIL CONDITIONS THE CONTRACTOR CONSIDERS
DETRIMENTAL M THE GROWTH OF PLANT MATERIALS PROPER MANAGE RUST BE
ASSURED
12 FOR NEW PLATTING AREAS, REMOVE ALL PAVEMENT, GRAVEL SUB4ASEA
CONSTRUCTION DEBRIS BEFORE PREPARING SOIL & PLANTING TREES
U REMOVE COMPACTED SOIL 6 ADD 24 NEW MPSOIUPLANRNG MIX OR UNCOMPACTI
AMEND TOP 24' OF EXISTING SOIL M MEET MPSUI.fPLANTING MIX STANDARDS FDR
TREES
14 ALL STRA PPING 6 TOP L3 OF WIRE BASKET MUST BE REMOVED FROM ROOT BALL
PIORMBACKALUMPLANTINIGRT REMMEMPlaOFBURLAPFROMROOT
BALL
15 AUSIGNAGEB SITE UGKnNGTOBECOORDINATEDAROUWTHEWEESLOCATED
ON THE PUNTING PUN ALL TREES SHOWN ON THE PWVTING PIAN MUST GO IN AS
SPECIFIED AM CHANGES TO THE PUNTING RAN COULD RESULT IN A DELAY IN
RECEIVING & OCCUPANCY PERMIT
16 CONSULT PUNT UST FOR PUNT SIZES & SPECIFICATIONS
17 CONTRACTOR SHALL VERIFY ALL UTIUTY LOCATIONS PRIOR M INSTAUATON
NOTIFY ARCHITECT IF FIELD CONDITONS WARRANT ADJUSTWW OF PLANT
LOCATIONS
18 CONTRACTOR IS RESPONSIBLE FOR ALL RANTS SHOWN ON PLANS QUANTITIES ARE
FOR CONVENIENCES ONLY
19 MULCH M BE PINE NEEDLES OR EQUIV APPROVED BY THE CITY OF CONCORD
M GENE RALCONTMCMRMSEEDAUDISTURBEDMEAS BEYONDPARKING LOT
PERIMETER IAKWCAPECDNRACTORSH USEEDALLAREASVMTHNPARI MN
NOTED
21 ALL DISIUT>BED AREAS MUST BE REPLANTED WITH NATIVE GRASSES THAT CAN
FLOURISH WITHOUT IRRIGATION NATURAL GRASSES AD VEGETATION MUST BE
MAINTAINED ON ALL STEEPLY GRADED SLOPES M PREVENT EROSION
EROS. CONE MEASURES MAINTENANCE PLAN
ALL EROSION a SED WNTAnON CONTROL MEASURES SRAU BE INSPECTED WEEKLY 8
AFTER EACH HRAW RUNOFF RAINFALLAUMMMMY WITH NCDEW REGq T10 NS
CONTRACTOR M COORDINATE ALL INSTALLATIONS & INSPECTIONS WITH NCDENR
OFFICIALS PERMTS M BE OBTAINED BY OWNER
STRUCTURES THAT WILL BE INSPECTED INCLUDE
TEMPORARY SEDIMENT TRAP
REMOVE SEDIMENT 6 RESTORE THE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE
SEDIMENT HAS ACCUMULATED M ONE -HALF THE MMM DEPTH OF THE TRAP PLACE
THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED AREA 6 REPLACE THE
CONTAMINATEDPART OF THE GRAVEL FACING CHECKTHE STRUCTURE FOR DAMAGE
FROM EROSION OR PIPING PERIODICALLY CHECK THE DEPTH OF SPILLWAY
ENSURE IT IS A MINIMUM OF 1 S FT BELOW THE LOW POINT OF THE EMBANKMENT
IMMEDIATELY PILL ANY SEDIMENT OF THE EMBANKMENT M SUGHTLY ABOVE DESIGN
GRADE ANY RPRAP DISPLACED FROM THE SPILLWAY MUST BE REPLACED
IMMEDIATELY
AFTER AIM SEDIMENT PRODUCING AREAS HAVE BEEN STABIUZED, REMOVE THE
STRUCTURE 6 ALL UNSTABLE SEDIMENT SMOOTH THE AREA M BLEND MATH THE
ADJUMM AREAS 6 STABLZE PROPERLY
SILTFENCE
MAKE ANY REPAIRS IMMEDIATELY SHOULD IRE FABRIC OF A SEDIMENT FENCE
COLLAPSE TEAR, DECOMPOSE OR BECOME INEFFECTIVE REPLACE IT PROMPRY
REPLACE BURLAP EVERY SO DAYS REMOVE SEDIMENT DEPOSITS AS NECESSARY
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN 6 M REDUCE PRESSURE
ON THE FENCE TAKE CARE MAVOID UNDERMINING THE FENCE DURING CLEAMM
REMOVE ALL FENCING NATEMALS 6 UNSTABLE SEDIMENT DEPOSITS 6 BRING THE
AREA M GRADE 6 STABLZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERLY STANUZED
CHECK DAMS
IATCIPATE SUBMERGENCE 6 DEPOSITION ABOVE THE CHECK DAM AMD EROSION
ARM HGH FLOWS AROIJW THE EDGES OF TI EDAM CORRECT AU DAMAGE
IMMEDIATELY IFSIGNIFICMTEROSIONMCURSBETWEENMMS , INSTALLA
PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL REMOVE
SEDIMENTATION ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE
M CHANNEL VEGETATION, ALLOW THE CHANNEL M DRAIN THROUGH THE STONE
CHECK DAM 6 TO PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM ADD STONE M THE DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT 6 CROSS
SECTION
SEEDING
RESEEDAREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE ERCSON
OCCURS AS SOON AS POSSIBLE
CONSTRUCTION ENTRANCE
MA] WAIN THE GRAVEL PAD IN A COMDITI ON TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTON SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
21NCH STONE AFTER EACH RAINFALL, INSPECTIONY STRUCTURE USED M TRAP
SEDIMENT &C LFANITOUTASNECESSARY IMMEDATELYREMOVEALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADS
DIVERSION DITCHES
CHECK OURETS & MARE TIMELY REPAIRS A6 NEEDED TO AVOID GULLY FORMATION
WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DITCH IS PERMANENTLY
STABILIZED REMOVE THE DIKE &FILL & STABILIZE THE CHANNEL TO BLEND WITH THE
RATURALSURFACE
OUTLETPROTECTION
INSPECT HPRAP OU -ET STRUCTURES AFTER HEAVY RAINS M SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP WAS TAKEN RACE OR IF STONES HAVE BEEN
DISLODGED IMMEDIATELY MAKE ALL NEEDED REPNRS M PREVENT FURTHER
DAMAGE
STOCKPILES
CHECK STOCKPILES FOR SILT FENCE EFFICIENCY SEDIMENTATION BSTABILIZATION
ROCK DAM
REMOVE SEDIMEW 8 RESTORE ORIGINAL VOLUME WHEN SEDIMENT ACCUNNUTES
M ABOUT ONE HALF THE DESIGN VOLUME CHECK THE STRUCTURE FOR EROSION
PIPING 8ROCKCHECKUSPLACEMEWT EREACHSIGMMC MNSM M&
REPAIR IMMEDIATELY REMOVE THE STRUCTURE 6 AM SEDIMENT IMMEDIATELY
AFTER THE DSTURBED AREA FLOWING M DAM HAS BEEN PERMANENTLY STABILIZED
SMOOTH THE BA61N SITE TO BLEND WITH THE SURROUNDING AREA & STABILZE ALL
WATER & SEDIMENT SHOULD BE REMOVED FROM BASIN PRIOR M REMOVAL
SEDIMENT SHOULD BE PLACES IN DESIGNATED DISPOSAL AREAS 6 NOT ALLOWED M
FLOW INTO STREAMS OR DRAINAGE WAYS WRING STRUCTURE REMOVAL
EROSION CONTROL MAINTENANCE NOTES
1 BED MENTSHAMBE REMOVED&MAPRESTMEDTO ITS ORIMNALDIMENSIMS
WHEN THE SEDIMENT HAS ACCUMULATED M ONEJAIF THE DESIGN DEPTH OF THE
TRAP REMOVEDSEDIMEWSYALLBEDEPOSITEDWASUTABMAREAINSUCHA
MANNER THAT IT WILL NOT ERODE
2 ALL EROSION SEDIMENT CONTROL STRUCTURES SHALL BE INSPECTED AT LEAST
ORE EVE R CA EDR DYS 6 WHI
N 24 OUS OF N SOM EVEW OF
GREATER TA N}RAININ A2HOUPERIOD
DRAIN GAUGESTALLBE E
ON THE SITE 8 A RECORD OF THE RAINFALL AMOUNTS 6 DATES SHILL BE E KEEP KEEP SEE
SPECIFIC MAINTENANCE FDR EACH EROSION CONTROL MEASURE THIS SHEET.
3 A RECORD OF INSPECTIONS BY THE CONTRACTOR SHALL BE KEPT 8 MADE
AVNUBLEMTHEINSPECTORUPONREOUEST VISIBLESEDIMENTATIONFOUND
OUTSIDE THE DENUDED AREA UNITS SHALL BE RECORDED 6 A BRIEF EXPLANATON
KEPT WITH THE RECORDS AS M THE MESURES TAKEN M CONTROL FUTURE
RELEASES ANY MEASURES TAKEN M CLEAN UP THE SMME W THAT HAS LEFT THE
DENUDED AREA UNITS SHALL ALSO BE RECORDED
4 CI-EANDUT STAKES SHALL BE PLACED IN ALL SEDIMENT BASINS AT THE LOW POINT IN
THEBASIN THE STAKES SRALL BE MARKED SHOVING THE INLFFUL LCLEIWOUT
POINT, OF THE BASIN
5 BAFETYFENCINGSHGHSHOULUDEPIACEDMOUNDALLSEgMEWBASNS
6 FOR DESIGN OF RISER TYPE SEDIMENT BASINS, REFER TO THE NORTH CAROUNA
DEPT OF ENVIRONMENT HEALTH, & NATURAL RESOURCES EROSION A SEDIMENT
CONTROL BANNING & DESIGN MANUAL
7 THE BERM ON SEDIMENT BASINS SHALL BE SEEDED ONCE FINAL GRADE HAS BEEN
REACHED. THE SILT FENCE MAY BE REMOVED IF PERMISSION HAS BEEN GRANTED
BY THE NCDENR INSPECTOR AFTER THE GRASS HAS GERMINATED & STABLE
GROUND HAS BEEN ESTABLISHED
EROS. CONT. MEASURES MAINTENANCE PLAN
EFFECTIVE OCTOBER 1, 2010 PERSONS RESPONSIBLE FOR LAND DISTURBING ACTIVITIES
MUST INSPECT THE SEDIMENT AND EROSION CONTROL MEASURES ON A PROJECT
AFTER EACH PHASE OF THE PROJECT M MAKE SURE THAT THE APPROVED EROSION
AN DSEUMENTATIONCONMOLPIANISBEINGFDLLOWED SELF4NSPECTONREMRTS
AREREOURED ASAMRESELF4NSPECTONREPORT ,ASWELLMDETNLSOFTHE
SEIF4NSPECTION PROGRAM, CAN BE FOUND ON THE LAND OUAUTY WEB SITE
HTTPJlMRTALNCDENR ORGNYEB - MEROSIDN
AS A MINIMUM, THE INSPECTIONS SHALL BE PERFORMED AFTER EACH OF THE
FOLLOWING PHASES OF A PLAN
INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES
b INSTALLATONOFSEU ENTMAPSIASINS
CLEARING AND GRUBBING OF EXISTING GROUND COVER
A COMPLETION OF ANY PHASE OF GRADING THAT REOURES PROVISION OF
STABILIZATION
INSTALLATION OF MEASURES WRING ANY PHASE OF THE PROJECT
N COMPLETION OF CONSTRUCTION OR DEVELOPMEW
9 INSTALLATION OF STORM WATER REMNDON MEASURES.
h OUARTERLYUWIL THEESTABUSHMENTOFPERMANENTGROUNDCOVERIS
FULLY ESTABUSHED
GENERAL EROSION CONTROL NOTES
1 ONSITE BURIAL PITS REQUIRE AN ONSITE DEMOLITION UNORLL PERMIT FROM THE
ZONING ADhIMSTRATM AND THE DIVISION OF WASTE MANAGEMENT, SOLID WASTE
SECTION CONTACTTERESSA —GROAT (701)) 66}1899 FOR PERMITTING
REQUIREMENTS FOR ON-SITE BURIAL ON INERT MATERIAL
2 ANY GRADING BEYOND THE DENUDED UNITS SHOWN ON THE PLAN I6 A VIOLATION
OF THE EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
3 GMUM MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION OF THE NCDENR EROSION CONTTROL ORDINWOE MD IS SUBJECT M
A FINE
T FORM ERROL CONTROL TEMPORARY
SEEDING IS
4, STABILIZATION IS THE BES F R N
NECESSARY TDACHI EVE EROSION COUTIROL ONURGE C AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE T1HE CONSTRUCTION
SEQUENCE SHOWN ON THE PUN
5 ADDITIONAL MEASURES M CONTROL EROSION 6 SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE WDENR ENGINEERING DEPT
6 PORSLOPESGRFATERTHWN21 CONSULTGEOTECHNICALENGINEERMRSWPE
DESIGN AND STABILIZATION
CONSTRUCTION SEQUENCE
1 011IN GRADINGIEROSION CONTROL PLAN APPROVAL FROM NCDENR
2 SET UP AN ON-SITE PRE CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR M DISCUSS EROSION CONTROL MEASURES FAILURE M SCHEDULNA
CONFERENCE 0 HOURS PRIOR MANY LAND DISTURBING ACTIVITY IS A VIOLATM
OF CODE AM IS SUBJECT M A FINE
3 INSTALL CONSTRUCTION ENTRANCE AT ENTERPRISE DR
4 INSTALL HIGH HAZARD SILT FENCE ALONG STREAM BUFFER AS SHOWN
5 INSTILLL6EDMENTBASINS,ROCKDAM6 DIVERSIMCATCHESANDOTHER
MEASURES AS SHOWN ON THE BANS, CLEARING ONLY AS NECESSARY M INSTALL
THESE DEVICES STABILIZE SEDIMENT BASINS IMMEDIATELY AFTER WSTAMN ION
6 CALL MR ON-SITE INSPECTION BY INSPECTOR WHEN APPROVED INSPECTOR NU.
ISSUE A GRADING PERMIT BEGIN CLEANING AND GRUBBING AFTER PERMIT
ISSUANCE
7 ONCE CLEARING GRUBBING IS COMPLETE ANC MASS GRADING OPERATIONS ARE
UNDERWAY, BEGIN CONVERTING M PHASE II EROSION CONTROL PLAN
5 INSTALL CONSTRUCTION ENTRANCE AT BUSINESS OR ONCE PERMANEW CULVERT
AT STREAM CROSSING HAS BEEN INSTALLED
B THE CONTRACTOR SHALL DILIGENTLY ANA CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AD STRUCTURES
10 STABILIZE SITE AS INSTALLATION IS COMPLETED REMOVE TEMPORARY EROSION
CONTROL DEVICES AND STAMUZE THOSE LOCATIONS.
11 AMEROSIONCONTROLMEASURESSNALLBEWNSTRUCTEDINACCORdWCEVATH
THE N C EROSION 8 SEDIMEW CONTROL PUNNING AND DESIGN MANLLAL U S
DEPT OF AGRICULTURE, 8 THE US SOIL CONSERVATION SERVICE, & ALL LOCAL
ORDINANCE—STANDARDS
12 TECOWRACTORSHALL PROVIDEGROUMCOVERDNALLE XPOSEDSLOPES PER
DETAIL ON SHEET C� 44
13 ALL SLOPES SHAM BE GRADED ND STEEPER THAN THE ANGLE THAT CAN BE
RE TNNEDBYVEGETATIVECOVEROROTHERADEQLIATEER ))CONTROL
DEVICES OR STRUCTURES
14 REMOVE SKIMMER BASIN ONCE ENTIRE SITE IS STABILIZED
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m / ti<` ' - _ - d fY fee yawl Drrnbe, 29, 2005 h Book 6454 page 43 h 1, Cabanue Countyy Ragl.tr °I Oeeh as Nrthr
- - - -- ��_`_ --- ------ _ _ pplemented by Svpplrnmlary Ogrollm er P, I_ Covenant. Rrkkiln and ArMi[rWnl
EDP _ _ _ _ _ _ _ _ _ _ _ _ _ 1 Be t m ex am\g #5 rebar, said rebvr being the northeast comer of Lot 11 (Map Wleamr 01 u. lnbnaelna 8a .e. Pak at Cain a. data DalObr za. 2m7 and reoaad alObr 30.
4 _ _
• bethr ea .mnlad b
eC m _ - _ _ LI' B met Page 85) end bang m the southem nghtaf -way h�e of Enterprtce Dr NW (60' 200> In Bcd ]e d1 pp• 24] 1. C°barva Ca. Rplatr °I D..e.. a b5- r
wb aw _ _ -_ - m3_ - , i 1 Suwm.tj.oj q 0•aa1Un If F1.1-11,w d.y C°vanml., RsWctlma. and Ndanleal M Gii 5. 2• of the
1�1 I(Jna pubic nghtdt- wsy.)&p Boak21 etpaga 87 &88),tbmufivmthe POINTOF Intmauna eadnm Part al cncra, cat's ren+rr ze. 2011 me rraa.a wman 5. 2111 m Itaek
MB 60 PG 50 4• n +°" _ _ / \ 1\ 1, iu•I�A / / - - -- _ _ _ _ -- ^ +•' D4 1348 Pa 127 1-R _ _ _ -1;1 BEG21MNG with the southem nghtaf -way � of Enterprise Or NW the fallowing two Dido Page 314 h u• Cabam,• caantY RegMl.r of preen as Nrthr rppl.mmld by SuPPlemntsy
an9L ' 4 / . _ _ - _ _ - - 1'�Y mutsa and dlatanea- 1) N 78.18'34" E 222 13 feet m m exr #5 rebar, and 2 with Dqa t C IT Prtrur .-beb, . inn. one Ara,n•ctard =in er u• ' 'I" m' in °
g ) Park at Cmccrd. Bald Drrnbs 11, 2006 one rradd April 9, x001 In Book e169. Page Pl It N•
\ / 1� / 1°' ff T"r't5f _ ; the arc afe errnller curve ro die eight hnving a redtus of 652 75 fact, en uc length of 67 69 coven. CwntY Rpatr 4 A,ch NAnr a,�Pperinl•e by 9+pplrnmtary DgnvUm of Prolecnv°
artm ea].oF �'• / - ,�• ! / I mAxsal9rn Pw __ - -___ 1 ,� +.v °IOU' feet endacho�d boon end distance ofN 81° 1638 "E67li6 feet 05 rebv, cawrmla R.. Wain. ana Ara,nrmra aledlne. yr ue mt.natwnth Baaln•.. Pan al eneaa. sated
` g Apra 4, 2005 and remrdea Apr9 9, One m Book 1170. ppe 9e h h. Cabart • CanlY Rpalr of
R 16BUr a , -
coim4 cvPmr \ ` - / _ _ - a]1- ti 11 thence leaving the south= ngbtof - -way hie of Enterprise Dr NW and CoBowing the oed. l a andAn by Ml Amndmnt d. .d N and Realatd Dd recel of PnlrOw . 2009 1..
NO ono LAO aooxml) f '•�(, - - - -_ - 11�� I4 •y • waoemhne ofGnffin(Con (Concord) Fssmbal Asia ReN B, LLC t9, Book 33 at ReWaum. rte ,w,Rrtarm o,ladm... cal °a Ne.anbr l5- Lang ma rrard.a oe4+mnr v. 2ao9 m
/ ' 1 i I �; Map Da. 5990, Page 2II m u. Cabanas Caunry R•g1•tn ar aids. a. corrrl•d by AmeaNt of Corr•ctln al
mrT / _
naa 2m ( - -- _ 1 page 20, Deed Book 11317 et page 87) S I 1 °4126" E 670 11 feet m m cawing #5 weber T1POoyyapnka an our uman friar r•radd satenbr 19, zD11 h eook v7o; page 114 h Vie cabam.
NOTES. - - -- Canty Rplatr el Dead. as •upplrrinld by 9rpplrnantary Dgantlm of Piateatl r C-t ,a
/ - wie5.ad \I 'r - �•.- - -- �' ', T' 1 w cuan m the culde u far Mme of Business Blvd NW (6a pubic nght-Df -way, Map
a041dieS j1• _ / I Apra" , _ fcn� py6 Y Rrtdctbn• ana Ar 11Nrma Culddhr °I u• mtrnauma Budn.m Pan at Cmc°rd. 11111 don• f7.
1 TRAVERSE ADJUSTED BY THE LEAST SQUARES ADJUSTMENT METHOD. / - I - 1 ae Baak 21 et 86,87 &BB,Wmce with lwdri htof -wa Line Of Huvneaa Blvd NW
2. AREAS DETERMINED BY COORDINATE COMPUTATIONS n•• pegs ) g Y 205-0 and rrreea .Sore 14 2010 h Book 9192. page 208 h the Cobonue Cant U.. n a
p1 / 1 - n
3. ALL DISTANCES ME HORIZONTAL GROUND DISTANCES UNLESS 1 •O°� I f- , / yy
OTHER EAS DETERMINED
NOTED n °�\ 'I / I I I 1n:In �-3 with tb.- Gf.ctrc- ohr—II m the le8hevtng•Yadtwof60 W, an of11392' NMr nppsnntd by SuPPI•mnlay pgaatlar of Pnlrll.. COwnmt. R..WCUma and Am�,RrWra -
,t \\ I 1 I _ _ _ _ _ _ -- _ _ _ _ _ _�r•a _ _ _� 1 _ 1 1\I; and a chord hearing and dismaceI of S 52 °2SI1" W 97.56 Ceet m e Hence mN the XID b5- . of m. 6, page 23 aa°h..a Pan at raaaw, ietea Augan t9, x010 ana rrardw wga.t 10.
_ _ P 2010 N Boot 9254 page 123 h N° Cabana• Cwnty Re9Mr or Dade, a• Nrthr e•Pplvn It by
a, AREA IS LOCATED IN ZONE % (AREM•DETERMINED TO BE OUTSIDE THE - 41 -'-- -- Page P1Be )
I=ofCelgsrd, LLC(Deed Book 9192 at 214 &222,Mep Book59aL 63S SupPlemmlmy Ogwa anal ia1w.— Gamin. ReaWcllan. and Arthl[rbva Mm
I 1 •n.a _ / - "re• _ 1 1 86°2649" W existing #5 rt6er on hoe at 600 a logl d ctmce of 205 72 feet IneNn°uana aaa ^... Pen °e cnmrd data saembr ; 2m] ma reanrdee seplrnber 3, 2013 n Ba.k
0 2% ANNUAL CHANCE FLOODPLAIN AS SCALED FROM F I R -M MAP 61 _2e+ _ I, (passing m g � loam. pp° 113 m N. Oahu,. Connty RegqYlr °r Ord. °nil as NrUr •uwlemnled 6Yy Supplemntary
NUMBER 371056010k,, EFFECTIVE DATE NOVEMBER 5. 2008 \ I I /� - •nv 1 m ®puNng #5 rtber, lhmce with fie eas[em hpe Of Enterprise One Assaelnles, LLC Dee_ el ProtrUr Cownmta. ReaWelln. and Ardiltrtural Gulddlnr al Th. lItem. Md Bu•hev
5 PER MM BOOK 21 AT PAGE 88 ALL DRAINAGE EASEMENTS ME \\ + T1. 'Oa• \' Pan at cpncod. tlatd Dada 14 2014 and r.r>dd Oarobr 15, 2014 In Book 11151. Page N in N•
CONGRUENT WITH THE EXISTING NATURAL DRAINAGE PATTERNS IF *\ 111 is i ,pyyy -_ 111 1 I)t (I.a[11, M9p B00k 44 a[pega 85, Deed B00k 5422 e[page IlB and Deed Book 5549 e[ Gabmu. County Rplatr of Deed.
DRAINAGE PATTERNS ME ALTERED, THE EASEMENTS WILL SHIFT - "•11'°( I 1 page 76) N 11-38-31" W 68000 fee[ m the POINC OF BEGINNING ^=^04 600 ]. Eae.nnt(a) 1° Duk. P°rr Ceen 11111 July e, 1978 °nil rradd July ]0. 1931 In Book 144 Pp•
- 1 11, 4]5 n N• Catwrrve CwntY R•91.1r of De dr did YaY !1 939 and r.rudd Arne 24 1939 In Book
ACCORDINGLY TO REMAIN CONGRUENT WITH THE FLOW UNES' - _ _ -_ 'rise 1 luxes 151. page 415 h the Cabana. Caen ty Register IT De°d5 datd Yay 31. 19]9 antl rradd Jun• 24 19]9
6 SOURCE FOR UNDERGROUND UTIUTY LOCATIONS IS AWED ASSOCIATES. \' •Ae1 •, I - _ not 1 1 - In Book 151. page ate h ua Cabarru. County RegMr vl Dead ,eats wvy 31. 19]9 ma neaed Jun.
P A CESI IS RESPONSIBLE ONLY FOR THE LOCATION OF AWED - - \• / 1 I an• - 1 j 1 • :4 1939 Book 151, page 4x2 In the Caburu. Canlr RpY1r of Dry; aolea Drwnbr ]t, 1941 and
ASSOCIATES, P A MARKINGS AND NOT THE ACTUAL LOCATION OF I.1•�1� 1 t \ 1 ;� rrardd Ap9 25- 1941 m Book 209, page 4]D m tn• Labonae Cwnty Rpatr al Drat a°td May 10,
UTILITIES BEING MARKED THERE MAY BE OTHER UNDERGROUND UTILITIES _ -t a aPu I - 1t. rte rraa•a Y°y 1], 1941 m Book 209. pope 519 N Na Cabarua C°untY RegOter ar Oeda. dald
ON THIS SITE OTHER THAN THOSE SHOWN BEFORE DOING ANY DIGGING - \I \ '4'1 �••1 \ - —U., 1 1948 and r dd January 14, 1948 In Bork 219, page 251 m N• Cobaru. Counlr Rpatr of
e 1 1 /rq•,/ 11 1 +
Dews. dots Yay a, 1951 and ncOrtld Auguei !I, 1951 n Book 23], paqq 55 h Us Ceponu. Canty
CARL NC ONE -CALL (1- BOG -632 -4949) 5 Pia31 11,.,{, Lie 1 .r4i ,, air n3• oN
7 CONTOUR INTERVAL IS ONE FOOT (1') ) _ Reglelr al Oed; eatd Yay 24 1954 and rradad ,Yin. r 1954 h B 256, Dag• 201 h 9 Cebvrv.
B. NC GRID INTERVAL
R! (2011) EPOCH 201000 BASS OF BEARING AND NAVDBB P ) I - \ BUItDMG County RpMr of DewdS datd Jonusy 1J. 196fi and revatld A1,9 13. 1968 In Boot 354 pap• 513
I nu \ 1 1 I ,'111 1 (blank•! N eWn)
EI£'ATIGNS DERIVED FROM NCGS NETWORK RT% ON 08 -31 -2015 AND �. 1 \ 1 I I •m. - 1 \p _ Eaernnt b puke Parr Campany r•r -vded N..br 5, 1992 h Book 949. 1,— 200 n u• Cabana•
G9 -11 -2015 HORIZONTAL POSITIONAL ACCURACY - 010', VERTICAL 1 - 1 ` GRIFFIN CONCORD ESSENTIAL Canty RepYtr of Oed. nor net °Hit rb).at aopsty
( \ 1 1 ` 1 (CONCORD) a Eoarnn[(. to then — 1 Ugbt and watr Crnmltlanre dotd Auaal ld, 195. and rradd
ACCURACY - 010') USING FIXED CONTROL STATION CONCORD CORS eJam' \ 11 era 4 aal'n''•e / - �(� \ ASSET RE1T II. LLC _ 0•mnba �. I93e h Book 134. pa Lee m Ne Cabemu CmntY Rpatr of D°eas dated Fatru°ry 13.
BEDFORD VILLAGE SA, dINC 1 19M antl r•c°rdd Feava 14 191a •9
MP' (N- 595,611 29', E =1,533,753 95') AND GEOID MODEL GEOID128 q'd - ealkxS �} }� 1 1 BEDFORD NLIACE, S A, INC •n4e DB- 1731] PG B7 ry SB h Boot 253, pp• 84 h Ne Cmarrue Cwntyy R Mtr or Drar,
PROJECT LOCALIZED HOLDING CONTROL POINT x1001 (N =fit ;669 -41', N t' - rYrr q 1 , 111 I I �'� DB 2313 PG 92 1 1 ALL OF LOT'
OT 9, MB 21 PG B7 h - and anted Febrvory 13, 1958 end rscrawa Febrvory 14 1958 h Body 283. page e5 h N• Cabam.
E =1.505,15934'). AND A COMBINED GRID FACTOR OF 098984951 ee]ty ��\ \ Igj• \ PMT OF LOT 10, YB. 21 PG. 88 \ \ , A PORTION OF LOT 10, MB 21 PG BB
UNITS ME US SURVEY FEET - 1 VIII •O1° i / \ LOT 10, MB. 33 21 70 . Canty Di of Oraa ! .1 U t h nature} y
\ \ \i 11 / 1 1 ALL OF LOT p, M& 33 PG 20 UmVa EApnT 6. to Bead a1 Ught and Walr CanmWlanen, Cnvad NC dated weal. ail, 1911 and
9. VERTICAL DATUM IS NAVDBa - \' �•r++a1 ` - / - \ 10, MEL 33 P eon 1 q 5501 -52 -7446 - re #dPrvprtY) 1914 h Beak 57; pap• 297 In the Cmanua Cant Rpatr of Drs. (doe not °HM
4 800 AC .��an
REFERENCES II i 11,� II i /' _ _ \" 4535 EN ZONED 1-2 7( PER CABER ZMARRU SC GS)._, er4a 1111 °rz +M \N a 9. Rlgnt -a5- -WRY to SaNrn Parr CanP°^Y decd YoY 11, 1907 and racaad .hoe IB, 1907 n Soak b4 -
paq• 328 In Ne Canmrue CanlY Re9lals o1 Drd. (binket h '1001.)
10 Rlghtrol -Way t° __ TdePhne CanpanY. Inc data w°yy I4, 196] anR rraad Yay ]5. 1953 n
Book ]27. page 4x1 m tA. Cabana. Canty Rpblr of Oeedr. and tletd Aupuet 10, tp48 ma reced -
1 ALL DEEDS AND MAPS SHDWN HEREON 11 1 1 1, 1l.na \ - ,m _ - _ _ t 9 i Au9u•t to, 1948 n Boat 24, page 201 n N• CabanaI CauntY R•glalr al Deal. (.-.t h natun)
2 MM TITLED 'RECOMBINATION PLAT OF PROPERTY FOR LOTS 9 AND 10: THE 1 lerv,111 iIL - i •.n• - ,1 ` g a - .
INTERNATIONAL BUSINESS PARK AT CONCORD' BY CONCORD ENGINEERING -
& SURVEYING, INC, DATED JUNE 30, 1998, JOB NUMBER AB0534: MAP BUIlDM9 ,111 -
BOOK 33 AT PAGE 20 - -
3. MAP TITLED THE INTERNATIONAL BUSINESS PARK AT CONCORD PHASE I -' ' °x11 +5-'1 • al/ ,n,a \ I - -
MM TWO' BY CONCORD ENGINEERING & SURVEYING, INC., DATED APRIL 29. _ • - 6 U' 1 I m BUILDING
1987, JOB NUMBER 96- 01 -09. MAP BOOK 21 AT PAGE afi Z ,,n 1 kn�` •III"' - •^ - _ •ma ' °'•° I ©- .
4. MM TITLED THE INTERNATIONAL BUSINESS PARK AT CONCORD PHASE I - 1\ t -' .nil. 1 e
MAP THREE' BY CONCORD ENGINEERING k SURVEYING, INC, DATED APRIL m1�11' I i i - ' /•° �p 11 ' \ To Bedlortl Village, SA (d/b/. Bedlord Ylllage. SA. Inc, a Panama rorporatlon) and Chicago
_ \ M I TIUe Inauranae Company
29. 1987, JOB NUMBER 86- 01 -09. MM BOOK 21 AT PAGE 87 L e�a\ ^ ^vl 1 ` / °°' -- Thle b to cerllfy that this map or plat and the survey an Which It la based rero made In '
5. MM TITLED THE INTERNATIONAL BUSINESS PARK AT CONCORD PHASE I - g.�. wild I I •, n{• c,ndence With the 2011 minimum standard detail r qulrrnente for ALTA /AGSM Land TIUe
MAP FOUR' BY CONCORD ENGINEERING & SURVEYING, INC., DATED APRIL dE I I1 1.� \\ 5.
29, 1987. JOB NUMBER B6- 01 -09, MM BOO( 21 AT PAGE 88 - - 1 I II 1' 1:. I �` •� - Surery,, Jointly established and adopted by ALTA and NSPS, and Induda Items 1, 2. J, 4,
6 YM TIlI.EO 'ALTA AGSM LAND TITLE SURVEY OF: BEDFORD VILLAGE, SA, - 1 I I,�1 - / I • ^° \ - - 6(a). ](a), B, 9. 11(b), 13, 16 and 18 of table A Nereo} The TIdd fork was completed an
/ 1 I �€ 1 S• tember 23, 2015 -
_ INC ' BY CESL LAST REVISED 02 -25 -2015, JOB N0,• 150050000 ENTERPRISE ONE ASSOCIATES, LLC P
DES 5422 PG. 118 p,
7 MAP TITER -ALTA /AGSM LAND TITLE SURVEY OF- LOT 11 - THE - ,1 1 e\.a'~I �GK \ I � 1 \ h•e•,g Data of plot or map October 29, 2015 - -
DB. 5549 PG 76 PG
INTERNATIONAL BUSINESS PARK AT CONCORD' BY CONCORD ENGINEERING -- - LOT 11, MB 44 PG 85 1 I\ • In 1 13 I •N°• i r2 mo
d SURVEYING, INC, DATED 1SURVE2005. JOB NO 0 511 02 0 0 0 St101 -52 -0374 '
B MM TITLED 'RECOMBINATION GINEE I G LOTS 14, N AND 76 PHASE - NO BUNNNGS EIaSTING O5- \ 1 o <i \ \111N11r µ�(
MM THREE' BY CONCORD ENGINEERING k SURVEYING, INC, LAST REVISED P' I 1 ,11 x00 lITES PEASEMENT THE SLR\ENM PROPERTY g• 1` : \`t{ GA I "" _4H•�-
APRIL 19, 1994, JOB NO 94-DI -26. MM BOOK 27 AT PACE 54. - • I 1 11 1� /, der°. \ �intn `�Jpt R ( o
9 MM TITLED 'RECOMBINATION PLAT FOR LOTS 11 AND 12 - THE '1!I 1 rAv 1 Trno \ - 11 1 \ - < O 'OQE6. O,5-.
INTERNATIONAL BUSINESS PARK AT CONCORD' BY CONCORD ENGINEERING BUILDING _ _
R SURVEYING. INC, DATED 05 -16 -2004. JOB NO.: 040511 005. MM 11 °Ta 1 \ \\ •ms �� O6i �'- 1F 11' - z S
BDOK 44 AT PAGE 85 _ 1 1 1 I \ \ sA 111,+1 1 tM = I, paNd L Haywood. Jr, -Uty that this plat as drawn under my supernIdon 6om a
10 MAP TITLED 'RECOMBINATION SURVEY OF LOT 7 h LOT B. THE '2 1 .bv .Aar/ - - - - -' 1
INTERNATIONAL BUSINESS PARK AT CONCORD- BY CES, DATED 5 -7 -2009 _ - 111 I I\ 1 ' 1 ( 1 \ \ 1 I map. survey pen MB. , page my mnd MB , a recorded In he 2343, page e 2; n
\ S recorded In MB. 21, pa 88 and MB 33, page 20) that the dead, orlee t
JOB NO 080515000, MAP BOOK 56 AT PACE 90, _ _ _ - may\ I I 1 1 ,1 ' 1 I \ 1 1 JAl 1 Y Pv¢ 1 N
11 RECOMBINATION MM BY R B- PHMR R ASSOCIATES, Pk. DATED �a(:1 1 '+ 1 L 1 \ \ _ �'I�,N�`� 11 ( '' // •( •HA \\ {y /s ma eKd are dearly Indlcatad9m drown from infarmatbn }nand In deeds m .hovn, that
DEC, 16, 2009: MM BOOK 59 AT PAGE 63. 111 \ 1 'I 1 f \ \ \ 1 1 ' / / / / /rill i' L1 \.� /I/'I Ue rollo of proclaim Is 1 26.00D, that this map meet, the requiremmb of the
12 MAP TITLED 'FINAL PLAT THE INTERNATIONAL BUSINESS PARK AT _ I I 1 1 1' \ \ 1 \ \ �% ` + et..d.rda of practiva far Land Surveying m NMh Cardna (21 NCAC 561600), that
I I ` m c standard, as
CONCORD PHASE 1 - RECOMBINED LOT 12' BY CES, DATED 06 -03-2011, ' I I 1 PPa1 1 \ \ V°+°• \ .v _ 1 I 1 - tits topo9raphle survey rail per /armed to meet national map a racy s
JOB NO 100636000, MAP BOOK 60 AT PAGE 50 1 \ \ •� _ 1 \ applicable, that the topographic data wan obtained between C grid HAD d
\ I ( \ 1 L _ \I '` 09- 23-2015, that dl horizontal coordinates are based m NC grltl NAD 83 n(2011)
11.1 \ IS' ,' EPOCH 2070000, and that the -tl..l datum la NAVDB8.
.�\ -
Witneas rI 1 sl t and seal this the 29th day of October, 2015-
' _ - II �, \�• i, � I. LI 11 11 1 / ��� \ 1 \5-m+ my o gins 9no ire
LEGEND _�\ • (� - - / //�l //
EXISTING IRON PIN (AS DESCRIBED) d/ WS VALVE 1 •+• i•wa % / / 25' LAHOSOAPE -AREA 1 �1,
■ EXISTING CONCRETE MONUMENT ® GAS MANIFOLD •I EA4]RNLPoFA 5' PATHWAr' \
I rr\ F 1 I •Sr I h / / tDC�Tm'Mn+w L/,)IOSGPE AREA \ 1 6/ �F•
34 NO POINT SET I' I 1 1 1 { I I I - / ywood.
8 WATER VALVE ,.yy / q L -4822
SPOT ELEVATION 8 WATER METER
eve 6+111' 1�•� \ \fwt I \/m / - DB 1315 Pa 12] -/ •.Zk ' L /q :5E OaNd L Ha Jr.. PIS
•® SANITARY SEWER MANHOLE HYDRANT NY- r�l.]N �l -\C' �\\ 11 • ��� �•.�� - °A+ •�_
® STORM DRAINAGE MANHOLE ® WATER VAULT yai4p• / \ \ t-0r��\ .�- ^I{y I ' i - -- t9 JS- -••5-, -45-'. m�O / �.1 O 6 - -
© ELECTRICAL MANHOLE © TRANSFORMER 1 \ \,`1` I / I• �� _xatnrarsr __ - •0' !' // __ —y111 6d° ` e 's�� 1 -
UGHT POLE Or TELEPHONE PEDESTAL I i ♦ \ ` .p, m3))/ / / e� va p 'd ' elcaa_ _`� Q \O QOCa' $�O
SIGN 0 CLEAN OUT •r%• ) \ \ ''ti // 2 r r• f xAwee my - rT ex Vii'"
o FIRE DEPARTMENT CONNECTION B EIFCTRIC VAULT - iYC9Wrs Am - _ \ J? / y .... -- N 64.'�.yy [ i i i tSPasm _ T • -
® WATER BOX 99 ELECTRIC METER 91sr,Nm 9eoeK - \ \�` %(' / f y� i ru �a a5- )/ w T' -cute' ' / G' Q 0• •I•� -
R ELECTRIC BOX ® CABLE TV PEDESTAL A�riil a]it �\: \gv� \i�\ qY'!\{^'+•1 /�f �a6'Y'� - ,p®ae� xNEti R�AEWNAif our -eupC �' Y►,q ry\
TIE UNE ¢uTn ff aw \ 1�'£�� / u5- _ /� _ l-P i i
80UNDMY AS SURVEYED ,5-.L• ,K ,a, / S 882fi'4D' Y� ' 9 ,'` 31 / m N ^YS NOTE /5 �.� O /
- - - - - - - - - - - - BOUNDARY BY DEED OR PLAT
RIGHT OF WAY l\ 11 /��(- W_'Q _ \ /'➢+' W _ _ 6� 84 yyt, -
- __— __— _____— EASEMENT r \ \t1'.;. r\,r'"50' Nil -
SETBACK - 1q ua m NT /i
- - - - - - - - - - - - - - DRAIN `•\ SEE NOTE �_ i� - - f�lAl
_ -_- -___ --- _9 - -__p SANITARY SEWER LINE Mme ,� e•a6� -�i .�J7j /y„ p¢t� / � -
- -- - - -- - - -- - - -- STORM DRAIN UNE 25' PEDESTIEIM 1 4 ,� _ I - a,am'� / / / -- w . fW�f �n���^y'R�EJ/ ALTA /A@I LAND TITLE SURVEY FOR:
a a __ _
6p :o — Lot 10 The International Business Park
---- ,---- r---- w---- w - - - -w- WATERLINE ACCESS EASEMENT aw ( -- -` ? it " IM" �.� �- '
- -- i---- ]---- r---- T - - - -T- UNDERGROUND TELEPHONE LINE DB 1345 PG 12] - - • -�- - �e� _ _.. _ }V ' -- - - d �_N� �'' `e at Concord, Phase
_ 10' UT' TES E SIENT wA
-- - -- _-- -p_. -_ __ -�- UNDERGROUND POWER LINE ate __ _ Y 'I �. U »= II DO. ]45 .`G Il s �x l- CITY OF CONCORD, NO 2 TOWNSHIP, CABARRUS CO.. NORTH CAROLINA
- -- - -- - - -- - - - -- - GAS LINE mea4iE 5-:.1+1'5— ^ %'�'i�n°• i p ri�.y� r�vem��.r ® ® FOR:
- - -- - - - -w- - -w - - -- UNDERGROUND CABLE TV LINE neeQHr y (499.77/ / �4, A' / I t • _ BEACON PM1NETt5
TREE LINE _ _ - - - - m �3 i / -/� - /. 1 -- R =60 - ,�" / 610 E MOREHEAD ST. SUITE 250
�/j -T`" / (900 / ��P" L- 11392' - -'P /
- ____ ____ _______ ___ _ ___- MAJOR CONTOURS - - @m-7- / T / / O J /,/ CHARLOTTE, NC 28202
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619 -001
C2.1
Sheet 4 of 14
IACRES S S C O
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45
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NOTE:
DEMOLITION LEGEND
DRAWING INFORMATION
1 I /
ALL WORK IN CITY OF CONCORD RM COORDINATE CLOSELY WITH UTILITY
TO AVOID DISRUPTION OF
/% �/ - EXISTING INFRASTRUCTURE TO BE REMOVED
TRUE
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CONDITIONS SHEET
EXISTING MISC. 8 UTILITIES TO BE REMOVED
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GRAPHIC SCALE
CONTRACTOR RESPONSIBLE FOR COORDINATE DEMOLITION WITH
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Revlsrons
619 -001
C2.1
Sheet 4 of 14

SITE KEYS
UTILITY KEYS
r
WATER LEGEND
,�NOIP
IMPERVIOUS CALCULATIONS
PAVEMENT HATCH LEGEND
ONEW V• CONCRETE CURB b GU1TER SEE DETAILS ON SHEET C70
NEW COACREE SIDEWAl1C SEE GENERAL NOTES ON SHEET C1 t {DETAINS ON
OSHEET LIO
NEW ACCESSIBLE RAID IN ACCORDANCE WITH N C ACCESSIBILITY CODE, RDA. CITY
OOF CONCORD REQUIREMENTS b SPECIFICAOONS (GS 20.T- Bi SEE DETAILS ON
SHEET C]0
Oi NEW ACCESSIBLE PARKING SIGNAGE SEE DETAILS SHEET C]0
OO AODIO NL HORMATON THIS SHEET ENTERAL NOES ON SHEETCt LAND
ONEW NORMA IASPINLTPAVEONT SEE SHEET NOES ON SHEET Cttb
O ADO ROMOL DUTY ASPHALT SHOWMEN TSE SHEET
NEW HEAVY DUTY ASPHALT PAVEMENT SEE GENERAL NOTES ON SHEETCt tb
ADOTIOINL INFORMATION SHOWN ON THIS SHEET
Oe NEWPAINTSTRIE TWIDE,WNEINCOLOP
ONE W DRIVEWAY ORIVEWAYTOBETOTHECITYOFCONCORDSTANOARDS SEE
DETAILS ON SHEET C/ 0
NEW FIRE DEPARTMENTSIGNAGE THE METAL AGO SIGN WILL CONSIST OF S' HICK 1'
OLETTER STROKE RED REFLECTIVE LETTERS ON A WHITE BACKGROIJND, AND SHALL BE
PERMANF_NRY ATTACH ED IN A VISIBLE LOCATION APPROVED BY THE FIRE MARSHAL
ONEWID— CONCRETE TRANSFORMER PAD
E) NEW 2- PVC PRIVATE DOMESTIC WATERLINE (POTABLE) NO WC ALLOWED WITHIN 5
FT OF EITHER END OF BACK OVV PREVENTER.
NEW 1'COMERGAL DOMESTIC WATER MEER(POTABLE USE) IN BELOW GRADE BOX
O CONTRACTOR SHALL ARRANGE O CONTRACTOR PY REOUIREDATAP ME{CAPACITY CHARGE
FOR WATER b SANITARY SEWER
NEW 2-(DOMESTIC WATER) RPL BACKFLOW PREVENTION ASSEMBLY INSTALLED
ABOVEGROUND WITHIN HEATED INSULATED ENCLOSURE PER CITY OF CONCORD
O PER CITY OF ONCORD REOUIREIVEHTS SEE DETAOILS ON SHEET CT IISSELECEDR
BACNFIAW PREVENTION ASSEMBUESSHALLBE ACCORDANCE NTH APPENDI%'B'NC
RULES( TITLE151 -16C)b GTYOFCGNCOROREOUA MEN
CONNECT TO EAS11 ITWAERUNE CONTRACTORRESPONSIBLEFORTAPFEES
O TAP TO BE MADE BY CITY OF CONCORD
ONEW 6'PRIVATE ARE LINE(CSOO PVC PRESSURE PIPE)
NEW e•( FIRE) RPOt B1GCFLOW PREVENTION ASSEMBLY WITH BUILTJN LOW FLOW
METER ASSEMBLY BICKFLOW UNIT INSTALLED ABOVE GROUND WITHIN HEATED
ENCLOSURE PER CITY OF CONCORD REQUIREMENTS METER TO BE REPLACED NTH
OCITY PROVIDEDMEER ENCLOSURE TOINCLUDE DRAIN PORT(S)FOR DISCHARGE
WATER PER CITY OF CONCORD REQUIREMENTS SEE DETAILS ON SHUTCII
ONEW SDIAMETER STORL FIRE DEPARTMENT CONNECTION PER CITY OF CONCORD
FIRE DEPARTMENT STANDARDS AND SPECIFICATIONS
O NEW ARE PIMP ROOM SEE ARCHIECYLIFAL PUNS FOR DETAILS
SALVAGED ARE HYDRANT HYDRNJTTO BE APPROVED BY AND INSTALLED PER CITY
OF CONCORD FIRE DEPARTMENT STANDARDS HYDRANT LEADS SHALL BE
O CONSTRUCTED OF T DUCTILE IRON PE WTH RESTRAINED JOINTS SEE DETAIL ON
SHEET CII
FEESM TAP TO BE I MADE BY CRY OFF COTNCORD CONTRACTOR RESPONSIBLE FOR TM
NEW PRIVATE IRRIGATION WATERLINE, METER AND BACKFI-OVY TD BE DESIGNED AND
PERMITTED BY IRRIGATION CONTRACTOR
O NEW E PVC PRIVATE SEWER IAER -020% MINIMUM SLOPE SEWER SERVICE
CIFANOIIrs SHALL HAVE BRASS CAP. WITH GLUED BI- THREADED COWLINGS
OEXISTING GRAVITY SANITARY SEWER WITH ]IT EASEMENT
EXISTING WATERUNE
PROPOSEDWAERUNE
PROPOSED FIRE UNE
PRlWOSO WATER MEEK
PROPOSED BACKFLOW PREVENTER
PROPOSED ARE DEPARTMENT CONNECTION (FOG)
---- w - - - -w—
TOTAL PROPERTY IBAC "2M 316 SF
PROOSEDIMERVIOUS 109,796 F 316 =O SNS
5...% IMPERVIOUS PROPOSm
FUTURE IMPERVIOUS 26T1 SF
TOTAL ERViOUS e] =10,1SFF
TOTALIMPERVIOUS 112,6T3INO,T6=0562
K3 %IMPERVIOUS TOTAL
(.0% IMPERVIOU3 WA3 ASSUMED IN DESIGN OF OFFSIE SNRMRATER — GEMENT FOND)
NOTE CONTRACTOR TO CONFIRM UTILITY CONNECTION LOCATIONS AT
BUILDING PRIORTOINSTALJATION
NORMAL DUTY ASPHALT
HEAVY DUTY ASPHALT
CONCRETE
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PROPOSEDSANITARYSEWERLINE
- - -- - - - -�
mO
O NEW DLIMPSE EE
R WITH ENCLOSURE SEE DETAIL ON SHUT CII
SELECED BACKFLOW PREVENTION ASSEMBUES SHALL BE ACCORDANCE WITH
APPENDIX -B -, NC RULES (TITLE 154 -1110) b CITY OF CONCORD REQUIREMENTS
_ _
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PROPOSED SANITARY SEWER CLEANOUT
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®36 DAYS)
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SUBBASE SUBBASE SUBBASE
'- CONFIRM WITH GEOTECHMCAL ENGINEER OR PAVEMENT CONFIRM WITH GECECHNICAL ENGINEER OR PAVEMENT CONFIRM WITH GEOTECHMCAL ENGINEER FOR PAVEMENT
SECTIONS AND SUBGRADE NOTIFY ENGINEER IN CASE OF CONFLICT SECTIONS AND SL BGRACE NOTIFY ENGINEER IN CASE OF CONFLICT SECTIONS AND SUBGRAOE NOTIFY ENGINEER IN CASE OF CONI LICT
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IN "b" = 66278
OUT = 662 -40' 1
1
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PARKING TABULATION
REOUIRED PARKNG CWAREHDU5E7
I SPACE PER 400 S F SALES b OFFICE AREA
.R-
2 SPACES ER 3 EMPLOYEES AT PEAK SHFT
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PROPOSED PARKING
TOTAL PROPOSED UNC ACCESS SOS) • 58 SPACES
REGULAR SPACES "52 SPACES
ACCESSIBLE SPACE S° 4(1NG1-UCING 4VAN)
FUTURE PARKING
TOTAL FUTURE 9NC ACCESS SOSJ =1T SPACES
REGIIIAR SPACES" 11 SPACES
ACCESSIBLE SPACES" 011NCLUDING 0VAN)
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10/28/15
Date
Revisions
C3.0
Sheet 5 of 14

II
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I
STORM DRAINAGE CHART
PROJECT IBP LOT 10 SPEC BUILDING
DATE 10/28/15
LOCATION 4535 ENTERPRISE DR, CONCORD, NC
REVISED
STORM FREQUENCY (ON-SITE) 10YR-C=SEE CHART i=724(lDyr) PER NOAA
JOB NO 619-001
ALL PIPE SHALL BE CL III RCP UNLESS NOTED OTHERWISE
COMPUTED BY EJR CHECKED BY GTVV
LINE
DRAINAGE AREA (ACRES)
TIME(MIN)
Q(CFS)
PIPE DATA
INVERT ELEVATIONS
VELOC
INLET /RIM ELEVATION
REMARKS
FROM
TO
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TOTAL
_
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035
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5.0
0
228
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050
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66918
66887
372
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DI 14
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0.90
1 43
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4 57
0,013
0.50
64
15
66877
668.45
3 72
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RCP
DI 1.4
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0
443
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43
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0
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FOR DETAILS
GRADING LEGEND
EXISTING Co—UR
-IDO-
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100
PROPOSED LIMITS OF CONSTRUCTION
PROPOSED SPOT ELEVATION (AT CURB TOCiSOC) •
PROPOSED BACKFILL
B5`(LENGTH OF IMPACT)
00 00
PROPOSED S— ELEVATION (ND CURB) F
400.0
PROPOSEDJUNCTIONBOX
•
PROPOSED CATO-I BASIN
PROPOSED DROP INLET
PROPOSED FARED END SECTION
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INVE
BANKS ONLY
17 EMBEDMENT
V 659 41
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PROPOSEDJUNCTIONBOX
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Drevvn By
10/28/15
Date
Revisions
TRUE -1 A100ft"i PLAN
NORTH = NOWN Of& 1#4 NORTH
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Call 8
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GRAPHIC SCALE Project Number
619m001
C4.0
I Inch - 30 M Sheet 6 of 14

! SEDIMENT BASIN INSET
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SURFACE AREA PROV
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BOTTOM DIMENSIONS
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TOP OF STORAGE DIMS
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BOTTOM ELEVATION
FT
661 0
TOP ELEVATION
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6660
TOP OF STORAGE ELEV
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66,10
SKIMMER SIZE
IN
3
SKIMMER ORIFICE DIA
IN
275
EMRGY SPILLWAY ELEV
FT
665
WEIR WIDTH
I FT
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WEIR LENGTH
I FT
10
EROSION CONTROL KEYS
OTEMPORARYSTAMUZEDCONSTRUCTIONENTRANCE
OP TEMPORARY RIPRAP APRON SEE DETAIL FOR SIZING
PB TEMPORARY POROUS BAFFLES IN SKIMMER BASIN
OTEMPORARY SILT FENCE \4
QTEMPORARY DOUBLE ROW OF SILT FENCE `\ \\\ / 11, 11 11
OTEMPORARY FAJRCLOTH SNMMER(OR APPROVED EDUAQ II Ill \
OTEMPORARY DIVERSION DITCH I \ \I\ 1 1 III 11
OTEMPORARY SLOPE GRAIN REFER TO PIANS FOR SM-
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OTEMPORARY ROCK OUTLET IN SILT FENCE gY Ili I'u IIIII
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FAQ STDRULE TONE LO1•^ NOT TO SCALE
DATA BLOCK
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I \
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EROSION CONTROL LEGEND
EXISTING CONTOUR --
-- - 100
1
100
PROPOSEDUMTSOFCONSTRICTKIN
I
PROPOSEDSILTFENCE
X X
PROFOSEDSPECIAL SILT FENCE
>u�
PROPOSED DIVERSION DITCH
l'
PROPOSEDRIPRAPAPRON
N- Y
PROPOSED INLET PROTECTION
0
PLAN VIEW ' I \ I 1 `
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sT=�IC"
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NOTES
14T RE-
" 0101 CROSS- .TION VIEW
i1REEBDAAD FYB". IwENr
DE-RING STRUCNRE BKRFS � �� � w EMERGENCY
FAQ STDRULE TONE LO1•^ NOT TO SCALE
DATA BLOCK
e,A„ X° D+ .� �.IRI cRm IRm Gran Dan c'an q..rA�
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11' -� -_
LIMITS OF CONSTRUCTION
4 5 ACRES °
I \
I 1\
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EROSION CONTROL LEGEND
EXISTING CONTOUR --
-- - 100
PROPOSED CONTOUR
100
PROPOSEDUMTSOFCONSTRICTKIN
—Lx
PROPOSEDSILTFENCE
X X
PROFOSEDSPECIAL SILT FENCE
>u�
PROPOSED DIVERSION DITCH
PROPOSED POROUS BAFFLE
PROPOSEDRIPRAPAPRON
N- Y
PROPOSED INLET PROTECTION
0
DRAWING INFORMATION
TRUE PLAN
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Engineer
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Drawn By
10/28/15
Date
Revoons
C5.0
Sheet 7 of 14

EROSION CONTROL LEGEND EROSION CONTROL KEYS SKIMMER BASIN DESIGN DATA U) z o ¢ I-:
EXISTING CONTTOUR - - 100 - - - — PHASE II 2 O ¢ W to W
//O TEMPORARY STABILIZED CONSTRUCTION ENTRANCE \ F¢ U m IL F 0 0 0
I PROPO6EDCONIOUR 100 O TEMPORARY RIPRAP APRON SEE DETAIL FOR SITING DENUDED AREA AC 45 \ 1 \ Q N m y O �U - 2 y Q
/// PROPOSED OMITS OF CONSTRUCTION —iw ��� DRAINAGE AREA AC 45 1 \ +,I 1 e I 0 N ~ Q Q Q - Z
O TEMPORARY POROUS BAFFLES IN Slu TAMER BASIN CIA CFS 76 1 \ N ? W Q ~ O Q p O
Q / // / /,/ PROPOSED SILT FENCE —X —X— O TEMPORARY SILT FENCE. Q -- IA CFS 96 1 1 1 1 \\ Y C7 Z p O Q d
/ ��/ PROPOSED SPECIAL SILT FENCE TEMPORARY OCUBLE ROW OF SILT FENCE STORAGE REQUIRED OF 8,100 1 1\ \\` / 1111Y Q ¢ ¢ N ¢ W O W
/// /j/ / / / PROPOSED DIVERSION DITCH �� TEMPORARY FAIRCLOTH 6KIMMER(OR APPROVED EQUAL) STORAGE PROVIDED OF B,3B8 I hhCC 1 \I Zi j111 y a W Z p O j 4 Z
// /// / / I n O SURFACEAREAREO SF 3,1P 1 ' G A 111 I I III I = Q? Q Q -W-1 W Q M
// / I PROPOSED POROUS BAFFLE TD TEMPORARY DIVERSION DITCH I F L7
/// / . Q SURFACE AREA PROV SF 3,563 1 II
/// / 9 1 1 1 1 1 1 D. Z W Ox O a w
/ I N�QOO.Q1�( O TEMPORARY SLOPE DItA1N REFER TO PLANS FOR SIZING BOTTOM DIMENSIONS FT IRREG lul,. 1 W ar CC
PROPOSEDRIPPAPAPRON AA - y 111 1
l/ l/l l I v000III•••/// TEMPORARY SPECIAL SILT FENCE (HIGHNWARDI TOP OF STORAGE DIMS FT IRREG 1 � 111 II 1
/ I BOTTOM ELEVATION FT 6610
// TEMPORARY ROCK OUTLET IN SILT FENCE I 1 111 II II I II 1 z
TOP ELEVATION FT 6660
/ /// / I PROPOSED INLET PROTECTION a TEMPORARY DITCH CHECK 1 I Q lair ® W
/ Q TOP OF STORAGE ELEV FT 6640 I It
OTEMPORARY EXCAVATED DROP INLET PROTECTION SKIMMER SIZE IN 3 S i I� YIN ZII III \
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1 / / O TEMPo2IRY GRAVEL IN.ETPROTECTIgV I 1 ;C0 O 11 11'1 ® w
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1!/ / /m I OSLOPE M4TTINA I ; � II 11111 111\ \ QZA../ n N
EMRGY SPILLWAY ELEV FT 66 T (%% U IN BII 11\ —O Z5 g U o
II !Il 1 1 \ \ WEIR WIDTH FT 5 I 1 „(1) 71 Illll \I C (0 to 1W
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/ III ,• 1 1 \ Date
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DRAWING INFORMATION
TRUE ; PLAN
NORTH A'OR`7N`CANO1L /NA NORTH
` �� 2,' IN �'S'' Nr[C..�.. On�Cdl C.nle, ••""'e
Call 811 Before You Dig F
\ \ GRAPHIC SCALE Propat Number
619 -001
1
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C5.1
1 inch-- 30 YL Sheet 8 o(14

LANDSCAPE LEGEND
SYM Q
QTY P
PINTS B
BOTANICAL NAME C
LANDSCAPING CALCULATIONS
LOCATION T
TYPE R
ROOT /CONTAINER P
PLANTING HEIGHT /SIZE A
SM1MViD OAK
RED MAPLE
RIVER BIRCH
O
C • J
Z� -YS
®
O
REDCEOAR
EASTERN REDBUD
FLOWEWNG DOGWOOD
®
O
❑
JAPANESE HOLLY
DWARF YAUPoN HOLLY
LANDSGPEDAREA
Em.. YARDI-,EOORY010000699995, GFA,
MIMMUMWIGTH•13 FEET, I6 FEET PROVIDED
KIM UM SHADE TREES REQUIRED =1 PER 50 LF(12 P —TREE)
MINI MUM ORNAMENTAL TREES REQUIRED =1 PER So IF (6 P—T, -)
MINIMUM SMALL DR MEDIUMEVERGREEN SHRUBS•12 PER 30 LF
Q P—MEDIUM SHRUB, 1 Po'NSMALL SHRUB)
MINMUARFOOSREDMRDI= 06PERUNE(IUMI
187 LINEAR FOOT OF Bl4lDING FRONTAGE (1X PoIMS REQl4RED)
AS SHADE TREES REQUIRED•4 PROVIDED(4 X 12 "46 POINTS)
AS MALL TREES REQUIRED •5 PROVIDED(5S6• XPoINTS)
Bi SHRUBSREQMRED •60 PR OVIDED(SEEBELOW)
MEDIUMSHRUBS•19 PROVIDED (1B %2•bPOINTS)
SMALL SHRUBS.AB PROVIDED (49 %1 wPOLES)
TOTAL PoIES P0.0VIDED =166 POINTS
PA R10N0 LOT YARDS
WMRMUMUND6QAPEAREA REQUIRED. 10% OF PAWING AREA
PAWINGAAEA= ]8,698SFX10%=399i SFREOUIRED
TOTAL LANDSCAPE AREA PROADED•J. —SF [11.1 %1
MINMUM OLL4NTITY REQUIRED PER I0 PAR10NG SPADES
1SRNIAMEEE
OR ] ORNAMENTAL TREES
PLUS BSMALL SHRUBS
SBPARKINGSPACES• 8SHADE TREES
OR 12 ORNAMENTAL TREES
AND 525MMLL SHRUBS REOMRED
1351WOE TREEB tORNAMENTAL AM)SOSHRUBS PROVIDED
STREET YARD (L. JI EEERPRISE DRIVE
MINMUM V4DTH• t3 FEET.I2 FEET PROVIDED
MIMMUMSH4DE TREES REQUIRED• 1 SHADE TREE PER SD LF(12 Pm TREE)
OR 3 ORNAMENTALS PER 501E (B P —TREE)
MINIMUM POINTS REQUIRED .OB PER LINEAR FOOT
3S9 LINEAR FOOT OF STREET FRONTAGE
SHADE TREES REQUIRED TREES
OR ORNAMENTAL TREES REQUIRED • 12 TREES
POLES REQURED•290X 08=165 POINTfi
)SHADE TREES EXISTING
25HACETREES PROVIDED
20RNAMEEAL TREES PROVIDED
TOTAL POINTS PROVIDED a 72 MINTS
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LANDSCAPE SCHEDULE • - FULL- TO ROUND
SYM Q
QTY P
PINTS B
BOTANICAL NAME C
COMMON NAME L
LOCATION T
TYPE R
ROOT /CONTAINER P
PLANTING HEIGHT /SIZE A
AVERAGE MATURE SIZE S
SPACING
BO 1
12 1
12 ea Q
QUERCUS SHUMARDII S
SHUMARD OAK P
PARKING LOT D
DECID CANOPY B
B&B 2
2 -12' CAL , MIN 10' TALL 9
90' TALL A
AS SHOWN
RM 4
4 1
12 ea A
ACER RUBRUM R
RED MAPLE B
BUILDING YARD D
DECID CANOPY B
B&B 2
2 -112' CAL , MIN 10' TALL 5
50' TALL A
AS SHOWN
RM 3
3 1
12- A
ACER RUBRUM R
RED MAPLE S
STREET YARD D
DECID CANOPY B
B&B 2
2- 1 12'CAL, MIN 10'TALL 5
50'TALL A
ASSHOWN
RM 4
4 1
12 ea A
ACER RUBRUM R
RED MAPLE P
PARKING LOT D
DECID CANOPY B
B&B 2
2 -112' CAL , MIN 10-TALL 5
50' TALL A
AS SHOWN
RC 2
26 1
12 ea J
JUNIPERUS VIRGINIANA E
EASTERN RED CEDAR S
SCREENING L
L EG TREE B
B&B 2
2-120 CAL , MIN 10' TALL 4
40' TALL A
AS SHOWN
ER 5
5 6
6 ea C
CERCIS CANADENSIS E
EASTERN REDBUD B
BUILDING YARD S
SM DECID TREE B
B&B 2
2' CAL , MIN B' TALL 2
20' TALL A
AS SHOWN
ER 2
2 6
6 ea C
CERCIS CANADENSIS E
EASTERN REDBUD P
PARKING LOT S
SM DECID TREE B
B 6 B 2
2' CAL ,MIN 6' TALL 2
20' TALL A
AS SHOWN
RB 2
2 1
12 - B
BETULA NIGRA R
RIVER BIRCH B
BUFFER D
DECID CANOPY B
B&B 2
2 -12' CAL , MIN 10' TALL 5
50' TALL A
AS SHOWN
DIN 3
3 6
6.. C
CORNUS FLORIDA F
FLOWERING DOGWOOD B
BUFFER S
SM DECID TREE B
B&B 2
2' CAL, MIN 6' TALL 2
20' TALL A
AS SHOWN
DIN 1
1 6
6 ea C
CORNUS FLORIDA F
FLOWERING DOGWOOD S
STREET YARD S
SM DECID TREE B
B&B 2
2' CAL, MIN 6' TALL 2
20' TALL A
AS SHOWN
JH 1
19 2
2 ea I
ILEX CRENATA'CONVEXA' C
CONVEX JAPANESE HOLLY B
BUILDING YARD M
M EG SHRUB M
MIN 36' TALL 5
5' TALL X 5' WIDE A
AS SHOWN
JH 1
114 2
2- I
ILEX CRENATA'CONVEXA' C
CONVEX JAPANESE HOLLY P
PARKING LOT M
M EG SHRUB M
MIN 36' TALL 5
5' TALL X 6 WIDE H
H3i-
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Dale
Rwimlons
619 -001
C6.0
Sheet 9 of 14

7-0 Ir2-
2 EXPANSION JOINT (TYP)
CURB FLUME DETAIL
NOT TO SCALE
1" RADIUS C EDGE
1T E%PSN JNT
m Y
(1) M CONT
S"
MIN
TYP. TURN -DOWN SIDEWALK DETAIL
BMA .-CRIB Or
Lmna1. cwc a Gutla. 2'-P•
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x_ttllx/x wx_tulhltyy- \ \� I Ba R—d
FEATHERING CURB AND GUTTER DETAIL
GENF3iA1 NOTE9
BIDO- FE MINT 1' DEEP MTH Ile' RPpI SHALL BE REQUIRED IN THE CONCRETE
AT51NTEMALS ONEll EIPANAONJOINTw1LLBEREGUREDAT45
INTERIALB NOT TO —EED 50't MATCHNG IXPANSIOW W NSTRUOTION MINT IN
ADJACENT CURB A SEALED ITN' —SION MINT WILL BE REOMRED WHERE THE
SIDEWALKMINSANYRGIDSTRL. E.
C �DEWALKS M BE W STRUCTED OF WR 4N THICK ],50 PSI CONCRETE
CED WITH 6X6 WI AAWt 4~ ALL SIDE —B SHALL HAVE TOOLED
ONTROL MINTS NOT —LEONG 5-FT SPACING IN ANY ItlRECTICN
GROOVE JOINT IN SIDEWALK
JL—T—
TRANSVERSE EXPANSION
JOINT IN SIDEWALK
I CONCRETE SIDEWALKS I
I.� O O
ACCESSIBLE PARKING AND
T
SIGNAGE STANDARDS
J
PENALTY
$250
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RAN VILWJ)IAGpNL RAMP
NOT TO SCALE
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CONCRETESLOPED
CAP
PROVIDE T DIAM STD STL PIPE
BOLLMD(S)(PAINTED)SETIN4 P5
CONCRETE MIN 12" a 17 a W DEEP FILL
PIPE SOLD VW CONCRETE FLUSH Wl
TOP
Irr
I STANDARD CURB AND GUTTER I
VAN I I
AICCE SIBLE
NOT TO SCALE
SUPPLEMENTAL ACCESSIBLE
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TYP. STL. BOLLARD DETAIL
TYPICAL TRAFFIC ARROW
TRANSVERSE EXPANSION JOINT
NOTES
1 CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS FORVALLEY GLTTTER,A IOFDOT SPACING MAY
BE USED WHEN A MACHINE IS USED JOINT SPACING MAY BE ALTERED BY THE CITY ENGINEER TO PREVENT
UNCONTROIJED CRACKING
2 CONTFtACT1ON JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY OTHER APPROVED
METHDOS WHERE SUCH JOINS ME NOT FORMED BY TEMPIATES• A MINIMUM DEPTH OF I I M SHALL BE
OBTAINED
J ALLEAPAI15l0N WSSriALLOEBPACEDATBOFOOTlN WALS,ANDADLICEWWAUMGIDOWECTS JOINTS
SHALL lMTCH LOCATIONS WITH JOINTS IN ABUTTING SIDEWALK
4 CONCRETE COMPRESSIVE STRENGTH SHALL BE OSDD P SJ IN 25 DAYS
5 CURB SHILL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE RAMPS
B TOP T OF SUBGRACE BENEATH THE CURB 6 GUTTER SHALL BE COMPACTED TO 1 W% STANDARD PROCTOR
DENSITY ,,,,f.,, ,.,.•
I CURB AND GUTTER i
b�
IAN
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Revisions
619 -001
C7.0
Sheet 70 of 14
T
MAXIMUM
PENALTY
$250
GS20 -37 6
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619 -001
C7.0
Sheet 70 of 14

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M1w,e eNNLBE��v�nW.Olx EC,gz TAE 6.DIM eE gExPIm WHEN OEMbTT6 gFIO1
NmCSMTED N,Dwi � fPlgfOgx io ilE EV6TMG��p��FD
1 OxEAGgE xVIMUM VWx.f£uEAKq ou,u.T Fn.oE
PgEwuooWO5FF0ER
SILT FENCE
ROCK OUTLET
TE..eq.grN�,T„eq J ,r�.F,ATTFA
S.TfE�e J ,oaN,,,,Eq
rMEA�q,R.q.x>u� rwW �q�.En.,EgT e.■q.rx. �,E�q e... oq.,nE a.,.
NOT TO SCALE
SLOPE STABILITY
7 /`'�erelr:s.ra ,no sac
o.ETAP
F..,K..eo.Eeaq�EWaTER
vEriµc qo gvwTEnvu,o,cEnxovE NOT TO SCALE
EMBANKMENT MATTING DETAIL
TEMPORARY ROCK CHECK DAM I 7T
IFF
,K rtq..[,u vr�Emz, n
asnganz„t•rummmmu ♦♦ __ r _ _ ___________
n.saion mm.wawcmaw
NOT TO SCN_E
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
EROSION CONTROL DEWATERING I
wz� ° �xww
=OawwNr -mom
000
f-¢Um�r
N 0,0 yOFp ~Z [A¢
z p a � 0 a z Z 0
a a
¢F?z°wzoap
owwNnmcw»Uw
O p W
Npz¢O JWO¢
~ a z W p mO a w
'W ¢3F-
V
/Z W
I.. N
L I-- Z
zWQww —°
LOWU
m Zz
0
LL/V V/^U y
o LL
J1 Zv/J JO S CDWQo
ki,
z
SEAL
sass
Z
J �
a O
z �
J
Uo� Z �
= J
Paz Z ~
rw0 cn
Z O
I— o
O L)
w
m
yF
GTW
Engineer
EJR
Drawn By
10/28/15
Date
Revi
sions
619 -001
C7.4
Sheet 14 of 14
■n. ee Mbr T tl Yy > vim
� W
Wm. nr�..es.. ww ,000 isJ... ,o-,o-io W
Warr.. .�.mvw .m ,00b s✓ee. ,o-,o-,o
STEEP SLOPES
s¢oNC w ie. /.r,. a ox,e.q m.K ,zo ea/� rrmtw q. (araq)
xucr,m[ m ie. /.rte a mo rew eo I � een fm.
N.] , - Aupul ,s aeene.r zs - Gemib.r w
SFIDIIC IbI.N�. n yr..a, Y ml !uy .1.g� 13.M1wn Oa— b - F.eru.ry 13,
DAM oaa so Y /� w .q%a KeY I�p.EUO.
Apply +000 lb./.e. wan +000 wA/.cn quY.Ym
eYErorMgG ,QEICaEllly
SEIDING Appy Im. � IutiNr p.r c0 Wb., or TLU] py Ap em...tl Ir,.z.r pw b0 1­, or t➢OJ
AxpIDMENi' iW.e. Imrbn. oM ]eo m./.r.,. To-,o-,o DA/¢r. rtn,..mn..M 7
30 ro./4,. ,tNi(f 10
f.rt.zx YMZ.r. jjjjjj
NOTES �•�
MAINTENANCE-
1r���I�__ •• rrl�
LCCI1911 ':T 'L'-31 r'_'SIi�T F "••nw_....0
I
EXCAVATED DROP INLET PROTECTION E C STD 6 50
GENERAL NOTES
GENERAL NOTES-SEDIMENT
BASINS I
l TEMPORARY SILT DITCH J
Age
jr —Am—
I
STABILIZED CONSTRUCTION ENTRANCE
CI
l(0.r'� -.
] i
erg ■.•. _ -
_
•
SKIMMER
I
TEMPORARY SILT FENCE J
�a�'gs�■�aya•`a®saxap��s�.z. ewe: _
MA-g- -n!..
HIGH HAZARD 11-1 IE
GENERAL NOTES MAINTENANCE NOTES
Nloinm.tYAVSpblMEW THE WIAVE9rE.N..YCl1FSn uv.Nge NEECEO6o xwEOMYEMYEL —ft
%R EWIi
M1w,e eNNLBE��v�nW.Olx EC,gz TAE 6.DIM eE gExPIm WHEN OEMbTT6 gFIO1
NmCSMTED N,Dwi � fPlgfOgx io ilE EV6TMG��p��FD
1 OxEAGgE xVIMUM VWx.f£uEAKq ou,u.T Fn.oE
PgEwuooWO5FF0ER
SILT FENCE
ROCK OUTLET
TE..eq.grN�,T„eq J ,r�.F,ATTFA
S.TfE�e J ,oaN,,,,Eq
rMEA�q,R.q.x>u� rwW �q�.En.,EgT e.■q.rx. �,E�q e... oq.,nE a.,.
NOT TO SCALE
SLOPE STABILITY
7 /`'�erelr:s.ra ,no sac
o.ETAP
F..,K..eo.Eeaq�EWaTER
vEriµc qo gvwTEnvu,o,cEnxovE NOT TO SCALE
EMBANKMENT MATTING DETAIL
TEMPORARY ROCK CHECK DAM I 7T
IFF
,K rtq..[,u vr�Emz, n
asnganz„t•rummmmu ♦♦ __ r _ _ ___________
n.saion mm.wawcmaw
NOT TO SCN_E
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
EROSION CONTROL DEWATERING I
wz� ° �xww
=OawwNr -mom
000
f-¢Um�r
N 0,0 yOFp ~Z [A¢
z p a � 0 a z Z 0
a a
¢F?z°wzoap
owwNnmcw»Uw
O p W
Npz¢O JWO¢
~ a z W p mO a w
'W ¢3F-
V
/Z W
I.. N
L I-- Z
zWQww —°
LOWU
m Zz
0
LL/V V/^U y
o LL
J1 Zv/J JO S CDWQo
ki,
z
SEAL
sass
Z
J �
a O
z �
J
Uo� Z �
= J
Paz Z ~
rw0 cn
Z O
I— o
O L)
w
m
yF
GTW
Engineer
EJR
Drawn By
10/28/15
Date
Revi
sions
619 -001
C7.4
Sheet 14 of 14
EXCAVATED DROP INLET PROTECTION E C STD 6 50
GENERAL NOTES
GENERAL NOTES-SEDIMENT
BASINS I
l TEMPORARY SILT DITCH J
Age
jr —Am—
I
STABILIZED CONSTRUCTION ENTRANCE
CI
l(0.r'� -.
] i
erg ■.•. _ -
_
•
SKIMMER
I
TEMPORARY SILT FENCE J
�a�'gs�■�aya•`a®saxap��s�.z. ewe: _
MA-g- -n!..
HIGH HAZARD 11-1 IE
GENERAL NOTES MAINTENANCE NOTES
Nloinm.tYAVSpblMEW THE WIAVE9rE.N..YCl1FSn uv.Nge NEECEO6o xwEOMYEMYEL —ft
%R EWIi
M1w,e eNNLBE��v�nW.Olx EC,gz TAE 6.DIM eE gExPIm WHEN OEMbTT6 gFIO1
NmCSMTED N,Dwi � fPlgfOgx io ilE EV6TMG��p��FD
1 OxEAGgE xVIMUM VWx.f£uEAKq ou,u.T Fn.oE
PgEwuooWO5FF0ER
SILT FENCE
ROCK OUTLET
TE..eq.grN�,T„eq J ,r�.F,ATTFA
S.TfE�e J ,oaN,,,,Eq
rMEA�q,R.q.x>u� rwW �q�.En.,EgT e.■q.rx. �,E�q e... oq.,nE a.,.
NOT TO SCALE
SLOPE STABILITY
7 /`'�erelr:s.ra ,no sac
o.ETAP
F..,K..eo.Eeaq�EWaTER
vEriµc qo gvwTEnvu,o,cEnxovE NOT TO SCALE
EMBANKMENT MATTING DETAIL
TEMPORARY ROCK CHECK DAM I 7T
IFF
,K rtq..[,u vr�Emz, n
asnganz„t•rummmmu ♦♦ __ r _ _ ___________
n.saion mm.wawcmaw
NOT TO SCN_E
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
EROSION CONTROL DEWATERING I
wz� ° �xww
=OawwNr -mom
000
f-¢Um�r
N 0,0 yOFp ~Z [A¢
z p a � 0 a z Z 0
a a
¢F?z°wzoap
owwNnmcw»Uw
O p W
Npz¢O JWO¢
~ a z W p mO a w
'W ¢3F-
V
/Z W
I.. N
L I-- Z
zWQww —°
LOWU
m Zz
0
LL/V V/^U y
o LL
J1 Zv/J JO S CDWQo
ki,
z
SEAL
sass
Z
J �
a O
z �
J
Uo� Z �
= J
Paz Z ~
rw0 cn
Z O
I— o
O L)
w
m
yF
GTW
Engineer
EJR
Drawn By
10/28/15
Date
Revi
sions
619 -001
C7.4
Sheet 14 of 14
GENERAL NOTES
GENERAL NOTES-SEDIMENT
BASINS I
l TEMPORARY SILT DITCH J
Age
jr —Am—
I
STABILIZED CONSTRUCTION ENTRANCE
CI
l(0.r'� -.
] i
erg ■.•. _ -
_
•
SKIMMER
I
TEMPORARY SILT FENCE J
�a�'gs�■�aya•`a®saxap��s�.z. ewe: _
MA-g- -n!..
HIGH HAZARD 11-1 IE
GENERAL NOTES MAINTENANCE NOTES
Nloinm.tYAVSpblMEW THE WIAVE9rE.N..YCl1FSn uv.Nge NEECEO6o xwEOMYEMYEL —ft
%R EWIi
M1w,e eNNLBE��v�nW.Olx EC,gz TAE 6.DIM eE gExPIm WHEN OEMbTT6 gFIO1
NmCSMTED N,Dwi � fPlgfOgx io ilE EV6TMG��p��FD
1 OxEAGgE xVIMUM VWx.f£uEAKq ou,u.T Fn.oE
PgEwuooWO5FF0ER
SILT FENCE
ROCK OUTLET
TE..eq.grN�,T„eq J ,r�.F,ATTFA
S.TfE�e J ,oaN,,,,Eq
rMEA�q,R.q.x>u� rwW �q�.En.,EgT e.■q.rx. �,E�q e... oq.,nE a.,.
NOT TO SCALE
SLOPE STABILITY
7 /`'�erelr:s.ra ,no sac
o.ETAP
F..,K..eo.Eeaq�EWaTER
vEriµc qo gvwTEnvu,o,cEnxovE NOT TO SCALE
EMBANKMENT MATTING DETAIL
TEMPORARY ROCK CHECK DAM I 7T
IFF
,K rtq..[,u vr�Emz, n
asnganz„t•rummmmu ♦♦ __ r _ _ ___________
n.saion mm.wawcmaw
NOT TO SCN_E
HARDWARE CLOTH AND GRAVEL
INLET PROTECTION
EROSION CONTROL DEWATERING I
wz� ° �xww
=OawwNr -mom
000
f-¢Um�r
N 0,0 yOFp ~Z [A¢
z p a � 0 a z Z 0
a a
¢F?z°wzoap
owwNnmcw»Uw
O p W
Npz¢O JWO¢
~ a z W p mO a w
'W ¢3F-
V
/Z W
I.. N
L I-- Z
zWQww —°
LOWU
m Zz
0
LL/V V/^U y
o LL
J1 Zv/J JO S CDWQo
ki,
z
SEAL
sass
Z
J �
a O
z �
J
Uo� Z �
= J
Paz Z ~
rw0 cn
Z O
I— o
O L)
w
m
yF
GTW
Engineer
EJR
Drawn By
10/28/15
Date
Revi
sions
619 -001
C7.4
Sheet 14 of 14