20140127 Ver 1_Riparian Buffer Authorization_20140207

February 5, 2014
North Carolina Wildlife Resource Commission
Division of Engineering Services and Land Management
www.ncwildlife.org
MAIN OFFICE
1720 Mail Service Center
Raleigh, NC 27699
Phone: [phone]
Karen Higgins
NCDENR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: Falls Lake Dam PFA Buffer Authorization
Wake County
Ms. Higgins:
LAKE ROGERS DEPOT
1718 NC Highway 56 W
Creedmoor, NC 27522
Phone: [phone]
201401 >7
Please find attached three copies of the plans and buffer authorization application for the above referenced project.
Impacts in the buffer are for a concrete abutment for a floating fishing pier and an ADA accessible sidewalk.
Please begin your review of these plans and if you have any questions regarding this matter, please do not hesitate to
call me at (919) 707 -0376. Please send any and all correspondence for this project to the Lake Rogers Depot (see
the address above) marked to my attention. We look forward to hearing from you.
Sincerely,
NC Wildlife Resources Commission
�-o�- '0� % ' C�;-
Preston B. RoystBr, PE
Facilities Construction Engineer
Preston. rovster(a ) ncwiIdIife.or}
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FEB - 7 2011?
ds A �AeA,.Z.— UAIITY

. UNITED STATES OF ADIERIGA
Of WAKE County and Slate of North Carolina. hereina ter called Grantee - ho,,e permanent mailing address
is 415 N. EdstgvoKch Street, Greensbgro.. NC 27601
WITNESSETH:
OOnO28 f?'FE3 S7 AM g.56
That said Grantor, for and in consideration of the sum of Ten Dollars (510.00) to h rlla�� ipt of which is hereby
acknowledged, has remised and released and by these presents does remise. release, convey. a r i unto the Grantee, his heirs
and/or successors and assigns, ail right, title, claim and interest of the Grantor in and to a certain lot or parcel of land lying and being in
NEW LIGHT Township, WAKE County. North Carolina,
and more particularly described as follows:
BEING all of that encroachment area as shown on that plat recorded in
Book of Maps 1989, Page 292, Wake County Registry along the southern
line of the property acquired by John Frank Gottilly by Deed dated March
22, 1989 and recorded in Book 4458, Page 0375, Wake County Registry
and being more particularly described by metes and bounds as follows:
BEGINNING at an existing concrete monument with N.C. Grid Coordinates
X= 2,098,356.27 and Y= 831,329.52 running thence along the Gottilly
southern property line S 89° 09' 37" E 791.87 feet to an existing iron pipe;
running thence along the Gottilly eastern property line N 13° 26' 22" E 2.56
feet to a point; running thence along a new southern property line for John
Frank Gottilly S 890 20' 28" W 792.43 feet to the point and place of
beginning; containing 0.02 acres and as shown on that plat entitled
"Property of Effie Weaver, Heirs" dated August 22, 1987, prepared by
Richard N. Scarce, R.LS. and recorded in Book of Maps 1987, Page 884,
Wake County Registry.
TA7K /l fi t t(a/ poz, ,eL :it A4 Lc7'r1r 1
To have and to hold the aforesaid lot or parcel of land and all privileges thereunto belonging to him, the Grantee, his heirs and /or successors

ATTEV - -
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- - - - - - - -- - - - - tSEAU
: g��••`� ` NORTH CAROLINA. —_ W"E - COUNTY
'i - •.....; ceIt that
f 4 ), a Notary Public of the County and State aroresaid, ty
4I
,- � • 40 = JQHrt FRANK GOTTILLY and wife, SHERYL GOTTILLY
pefsona% appeared betore me this day and acknowledged the execution of the toreboing instrument. Witness my
a G%
v Febr ar
• " . hand and onicial ,tamp or seal. this_ _ ��. day of
z • • -1�,t .� �d Oart�./!az Notary Public
II .5 ,t.`� Aty Commission expires
NORTH cA oum -- WAKE COUNTY
N0M*Xte) Pu*e is
(ae) oeM ied to t e mreec Ths ristrurient iit+d the oero�m are daft► re4+saared in tt,+e da>3a am ntie
and in the book and papa shown an the first tittreot. C. s. Re9�sM of Deeds
KENNM Y--
ty R " of Deeds
personanycame oerore me tors oay ann acxnrnvteogea rnar_ ne is 3nc.tetdty ut _
a North Carolina corporation, and that by authority
duly given and as the act of the corporation, the foregoing instrument was signed in its name by its
President, sealed with its corporate seat and attested by as its Secretary.
Witness my hand and official stamp or seal, this day of 1 i9 .
My commission expires:
The foregoing Certificate(s)
isl are certified to be correct. This instrument and this certificate are duly registered this day of
at A.M . PM., Bookc , Page
BY
Notary Public
19 ,
Register of Deeds for County, North Carolina.
Deputy /Assistant — Register of Deeds.
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DWRState of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division Of Water Resources
15A NCAC 02B.0233 (8)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1a.
Name of project:
Falls Lake Dam PFA
1 b.
County:
Wake
1c.
Nearest municipality:
Raleigh
1 d.
Subdivision name:
N/A
1e.
Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer If below.
❑ Yes ® No
1f.
Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Owner Information
2a.
Name on Recorded Deed:
United States of America
2b.
Deed Book and Page No.
5104/381
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
N/A - Copy of Deed provided
2d.
Responsible Party
(for Corporations):
N/A f7 -- -_�
2e.
Street address:
11405 Falls of Neuse Road
2f.
City, state, zip:
Wake Forest, NC 27587 -9210
2g.
Telephone no.:
919 - 846 -9332 _ % 21 +�
2h.
Fax no.:
N/A O
2i.
Email address:
YVA
carol.m.banaitis @usace.army.mil
3.
Applicant Information (if different from owner) rh
3a.
Applicant is:
® Agent ❑ Other, specify:
3b.
Name:
North Carolina Wildlife Resources Commission - Preston Royster
3c.
Business name
(if applicable):
N/A
3d.
Street address:
1718 NC Hwy 56 W
3e.
City, state, zip:
Creedmoor, NC 27522
3f.
Telephone no.:
919 - 707 -0376
3g.
Fax no.:
919- 528 -2524
3h.
Email address:
preston.royster @ncwildlife.org
4.
Agent/Consultant Information (if applicable)
4a.
4b.
Name:
Business name
(if applicable):
North Carolina Wildlife Resources Commission - Preston Royster
N/A
4c.
Street address:
1718 NC Hwy 56 W
4d.
City, state, zip:
Creedmoor, NC 27522
4e.
Telephone no.:
919 - 707 -0376
4f.
Fax no.:
919 - 528 -2524
4g.
Email address:
preston.royster @ncwildlife.org
FORM: BA 10 -2013 Page 1 of 4

B.
Project Information and Prior Project History
1.
Property Identification
la
Property identification no (tax PIN or parcel ID)
1800102847
lb
Site coordinates (in decimal degrees)
Latitude 35 °56'25 "N
Longitude 78035'02"W
1c
Property size
17960 98 acres
12.
Surface Waters
2a
Name of nearest body of water to proposed project
Falls Lake
2b
Water Quality Classification of nearest receiving water
WS -IV, NSW, CA
2c
River basin
Neuse
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 existing site consists of a gravel parking lot, picnic shelters, and recreational area
3b
Attach an 8'/ x 11 excerpt from the most recent version of the USGS topographic map indicating the location of
the site
3c
Attach an 8'/ x 11 excerpt from the most recent version of the published County NRCS Sod Survey Map
depicting the project site
3d
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property
Unknown
3e
Explain the purpose of the proposed project
To install a floating fishing pier and ADA accessible parking space and path to the pier
3f
Describe the overall project in detail, including the type of equipment to be used
A concrete abutment will be poured in place to anchor the pier A floating pier will be installed on the lake A
concrete sidewalk will be installed at ADA accessible slopes to provide access to the pier Grading equipment will
be used including, but not limited to, backhoes, excavators, dozers, skid steer loaders Concrete trucks and
dump trucks will also be on site
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property/
project (including all pnor phases) in the past?
❑ Yes ® No ❑ Unknown
Comments
4b
If yes, who delineated the jurisdictional areas?
Name (if known) N/A
Agency/ Consultant Company
Other
4c
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
N/A
S.
Project History
5a
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b
If yes, explain and detail according to "help file" instructions
N/A
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ® No
6b
if yes, explain
N/A
FORM BA 10 -2013 Page 2 of 4

C. Proposed Impacts Inventory
Impact Justification and Mitigation
1.
1. Buffer Impacts
la
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The proposed pier and sidewalk are located in an area that is already cleared of wooded vegetation
1a Project is in which protected basin?
® Neuse ❑ Tar - Pamlico ❑ Catawba
❑ Randleman ❑ Jordan ❑ Goose Creek
lb Individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this
form
Buffer impact
number —
Permanent (P)
or Temporary
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mdigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
B1 ® P ❑ T
Pier and
sidewalk
Allowable
Falls Lake
❑ Yes ® No
893
1859
B2 ❑ P ❑ T
Zone 2
❑ Yes ❑ No
1 5
B3 ❑ P ❑ T
Total buffer mitigation
required:
❑ Yes ❑ No
2c
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
B4 ❑ P ❑ T
2d
If yes, attach the acceptance letter from the mitigation bank or NC EEP
2e
❑ Yes ❑ No
2f
Comments
B5 ❑ P ❑ T
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
1c Comments
D.
Impact Justification and Mitigation
1.
Avoidance and Minimization
la
Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The proposed pier and sidewalk are located in an area that is already cleared of wooded vegetation
1 b
Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
The sidewalk is routed so that the minimum length is installed in the buffer while maintaining ADA accessibility
2.
Buffer Mitigation
2a
Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑Yes ® No
2b
If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below
Zone
Reason for impact
Total impact
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
3 (2 for Catawba)
Zone 2
1 5
Total buffer mitigation
required:
2c
If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d
If yes, attach the acceptance letter from the mitigation bank or NC EEP
2e
If no, then discuss what type of mitigation is proposed
2f
Comments
FORM BA 10 -2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
® Yes ❑ No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal /state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
1a.
Does the project involve an expenditure of public (federal /state /local) funds or the use of
® Yes ❑ No
Raleigh, NC 27604
public (federal /state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1650
1c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .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):
NC wflpUFe P%i5cvzcA5
PIZE f 1,>..
p �7� � OeSi*R Z/-5 t `I
Applicant/Agent's Printed Name Applic t/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service ((IPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedEx, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
FORM: BA 10 -2013 Page 4 of 4

35° 56 59'N
35° 55 57N
3 Hydrologic Soil Group —Wake County, North Carolina 3
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Meters
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/A Map projection: Web Menat or GDmer o mk)abE!s: WGS94 Edge tics: UTM Zone 17N WGSB4
l'sl)..\ Natural Resources Web Soil Survey
i Conservation Service National Cooperative Soil Survey
35o 56 58'N
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2/5/2014
Page 1 of 5

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rrcnrvn 1 urvNvvnwo - ivv r
BUFFER AUTHORIZATION SUBMITTAL DATE:
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
MAIN OFFICE
LAKE ROGERS DEPOT
1720 MAIL SERVICE CENTER 1718 NC HIGHWAY 56 WEST
RALEIGH, NORTH CAROLINA 27699 -1720 CREEDMOOR, NORTH CAROLINA 27522
PHONE: [phone] PHONE: [phone]
FAX: [phone] FAX: [phone]
PROJECT
FALLS LAKE DAM PUBLIC FISHING AREA
SHEETINDEX
SD -0.0 COVER
SD -0.1 EXISTING CONDITIONS
SD -1.0 DEMOLITION PLAN
SD -1.1 DEMOLITION PLAN - ALTERNATE
SD -1.2 DEMOLITION PLAN - DRIVEWAY
SD -2.0 SITE PLAN
SD -2.1 SITE PLAN - ALTERNATE
SD -2.2 SITE PLAN - DRIVEWAY
SD -3.0 GRADING & EROSION CONTROL PLAN
SD -3.1 GRADING & EROSION CONTROL PLAN - ALTERNATE
SD -3.2 GRADING & EROSION CONTROL PLAN - DRIVEWAY
SD -8.0 DETAILS
SD -8.1 DETAILS
SD -8.2 DETAILS
FALLS LAKE
11405 FALLS OF NEUSE ROAD
WAKE FOREST, NC 27614
WAKE COUNTY, NC
�N CAR,
O ssip ;
�,�t�/
SEAL
35003
LNG I NE�.
///'/ ON iB
PERMIT DRAWINGS
I *11q
BASE BID
- CONCRETE ADA PARKING SPACE
- ADA ACCESSIBLE SIDEWALK FROM PARKING TO
ABUTMENT
- GRAVEL PARKING AND MANEUVERING AREA AT ADA
PARKING
ALTERNATE BID
- IMPROVEMENTS TO GRAVEL DRIVE (SEE SHEETS SD -1.1,
1.2,2.1,2.2,3.1,3.2)
ELEVATION NOTES
- ELEVATIONS SHOWN ARE ASSUMED BASED ON THE
LAKE WATER SURFACE ELEVATION ON THE DAY OF THE
SURVEY - 10/31/2013
FEB -. 7 2014
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PERMIT DRAWINGS - NOT FOR CONSTRUCTII
\\ \ \ \\ \ \\ ° //• S� DEMOLITION NOTES
\ \ \ \ 1 ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR
\ 1 TO BEGINNING ANY DEMOLITION, CONSTRUCTION, OR LAND DISTURBING ACTIVITIES
\ ° 2 ALL GRAVEL INSIDE THE LIMITS OF DISTURBANCE IS TO BE REMOVED AND /OR
• ° I ° E 4 t , I INCORPORATED INTO THE SUBGRADE IF IT IS CLEAN AND OF ACCEPTABLE QUALITY EXCESS
EXISTING GRAVEL DRIVE GRAVEL SHALL BE HAULED OFF -SITE BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE
TO REMAIN (TYP) 3 ANY DAMAGE TO EXISTING INFRASTRUCTURE INCLUDING, BUT NOT LIMITED TO, PAVEMENT,
SIDEWALKS, UTILITIES, ETC, NOT SHOWN TO BE REMOVED IS TO BE REPAIRED AT NO
\ \ \ \ \ \ APPROXIMATE LOCATION ADDITIONAL COST
( 4 ALL DEMOLITION MATERIALS ARE TO BE DISPOSED OF OFF -SITE AT PERMITTED FACILITIES
, � OF TREE LINE (TYP) 5 ANY UTILITY RELOCATIONS ARE TO BE COORDINATED WITH THE UTILITY PROVIDER
00, � 6 ALL KNOWN UTILITIES ARE SHOWN BASED ON A FIELD SURVEY
o 7 CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES ON THE SITE REPORT ANY
\ / DISCREPANCIES TO THE ENGINEER PRIOR TO PROCEEDING
BASE BID LIMITS OF 8 TOPOGRAPHIC AND WATER LEVEL INFORMATION AND ELEVATIONS ARE BASED ON A SITE
DISTURBANCE SURVEY BY NCWRC AND WATER LEVEL INFORMATION FROM THE USACE
\• �• \ \ \1111111/
7 GRAVEL DRIVE TO REMAIN
40 �11 TIE NEW PARKING TO EXISTING ���� �(N CAP, OA��'
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MONITORING WELL
SHELTER TO REMAIN
T Y\�5� \ j'� \ \ �`� \ J ` X30" ZONE 1
1 EXISTING SIGN 20' ZONE` NEUSE
2� NEUSE BUFFER EXISTING TRASH CAN AND GRILL
TO REMAIN EXISTING TREES TO BE TO REMAIN IF REMOVAL IS
REMOVED INSIDE LIMITS OF J - BUFFER
f REQUIRED, CONTRACTOR SHALL
� \ \ L� DISTURBANCE AS NECESSARY �1 w► ` 1 STORE IN A SAFE LOCATION AND
COORDINATE REMOVAL WITH REINSTALL
\ 1
OWNER AVOID REMOVAL IF AT 1 \ \
��1\ ALL POSSIBLE 1 \ \ � \
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N:�\ a�`� � \ \ \ \\Iv • ° I � � _ � ��.�� J �� � � 1 1 \ � \ \` \\ \ \ ELEVATION =
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s \ \ \ \ \ AREA TO BE REMOVED
BASE BID LIMITS OF
DISTURBANCE
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02/05/2014
File Name
FALLS LAKE DAMPFADWG
Surveyed
Designed
MRL
PBR
Drawn
Approved
P8R
shwAb SD -1.0

` ALTERNATE BID LIMITS OF
` DISTURBANCE (TYP)
EXISTING GRAVEL DRIVE
TO BE IMPROVED (SEE
NOTE)
APPROXIMATE LOCATION
OF TREE LINE (TYP)
r
I I \ \ \ BASE BID LIMITS OF
DISTURBANCE
GRAVEL DRIVE TO IN BASE
BID LIMITS OF DISTURBANCE
" 4� II I I 1 {I \ \ \ TO BE IMPROVED AS AN
ALTERNATE (SEE NOTE)
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
CA
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ALTERNATE BID LIMITS OF 2 NEUSE BUFFER
ZS/
\> \ \ \ \ DISTURBANCE (TYP) v; - BUFFER
EXISTING SIGN
\ "� {{c�` TO REMAIN
NORMAL WATER
ELEVATION —
�[ {} \ =� `r� \ \ \ \ �► aka 251 50
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EXISTING
CONCRETE WALL
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EXISTING ROCK
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< � ` \ \ AREA TO BE REMOVED
`-�� r$ -_ �.5 -��, -•,I I i I I �� \I \\ \\ �. . %` � ® \I 1 \1 I \I l II I I I BAE BID LIMITS OF
DISTURBANCE
FALL KEf
J
�DAM
EXISTING RlP RAP IN; I I l l l I I 0/ 1 30 60 90
HATCHED AREA `
EXISTING CONTOURS` ! /l /l / /I �I / / / Scale 1 " = 3 0'
(NP)

EXISTING GRAVEL OUTSIDE LIMITS OF
I DISTURBANCE TO BE DRESSED AND
J / GRADED TO PROVIDE SMOOTH SURFACE
4° a
1/SD -1.2
DRIVEWAY
SCALE: 1 " =30'
/
i \
EXISTING GATE *4V�
TO REMAIN
EXISTING 15" RCP PIPES AND
CONCRETE HEADWALLS TO REMAIN
EXISTING EDGE
OF PAVEMENT
N
EXISTING EDGE OF-
2'� GRAVEL (TYP)
\ \ r� 0
EXISTING GRAVEL DRIVE IN-
HATCHED AREA TO BE
IMPROVED (SEE NOTE)
2/SD -1.2
DRIVEWAY
SCALE: 1"=3W
EXISTING ALTERNATE BID
CONTOURS (TYP) LIMITS OF
DISTURBANCE
OEM
EXISTING TREE TO 000 own + I '
REMAIN 000 000 000 -
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TO REMAIN
EXISTING GRAVEL DRIVE IN
HATCHED AREA TO BE
IMPROVED (SEE NOTE)
EXISTING EDGE OFJ
GRAVEL (TYP) NOTE EXISTING STORM DRAIN PIPES IN
ALTERNATE BID LIMITS OF DISTURBANCE
TO BE UNCOVERED AND CLEANED TO
PROVIDE POSITIVE DRAINAGE
N
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NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
EXISTING ALTERNATE BID
TYP LIMITS OF
CONTOURS
(TYP) DISTURBANCE
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02/05/2014
e Name
FALLS LAKE DAM PFADWG
irveyed MRL
isigned PSR
awn PBR
proved
SD -9.2

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STRIPING SHOWN R10 0' _
ON GRAVEL IS
SCHEMATIC
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EXISTING GRAVEL DRIVE TO
REMAIN (TYP)
7
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PROPOSED GRAVEL PARKING
(RE 4 /SD -8 0)
t RIO
9
WHEEL STOP (TYP)
(RE 1 /SD -8 0)
'NO PARKING
SIGN (MUTCD
R7 -1)
FALLS LAKE
DAM
TIE PROPOSED GRAVEL PARKING
TO EXISTING GRAVEL DRIVE
BASE BID LIMITS OF
DISTURBANCE
DO NOT DISTURB EXISTING
MONITORING WELL
�R10 0'-
TIE TO EX PROPOSED
GRAVEL DRIVE STRIPING
CONTRACTION
JOINT (TYP)
5 0' �
/ wow
`►� x,-1,8 0'
r-R20 0'
210'
SITE PLAN NOTES
1 ALL ANGLES ARE 90' UNLESS OTHERWISE NOTED
2 PAVEMENT STRIPING ON ASPHALT SHALL BE WHITE TRAFFIC GRADE PAINT
MANUFACTURED EXPRESSLY FOR MARKING PAVEMENTS USING A DOUBLE LAYER
APPLICATION STRIPING ON CONCRETE SHALL BE BLUE TRAFFIC GRADE PAINT
INSTALLED WITH A SINGLE LAYER APPLICATION
3 ADA PARKING SPACES SHALL BE SIGNED WITH TYPE R7 -8 OR R7 -8A RESERVED
PARKING SIGN AND R7 -8D MAXIMUM FINE SIGN PER GS 20-J76 OF THE NORTH
CAROLINA HANDICAP CODE
4 REFERENCE DEMOLITION PLAN SD -1 0 FOR EXTENTS OF DEMOLITION AND
REMOVAL OF CURB AND GUTTER, GRAVEL, PAVEMENT, DRIVEWAYS, WALKWAYS, ETC
5 CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING GROUND COVER PER
THE SEEDING SCHEDULE (RE 1 /SD -8 1) ON ALL DISTURBED AREAS
�.,�\A CARO
SEAL -
35003
.p 2- ��\ CONCRETE ABUTMENT, RIP RAP, AND
FLOATING PFA TO BE INSTALLED BY
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S
ON B �` THE CONTRACTORS SCOPE OF WORK
'� // 111 I I I �;KIr�
CONCRETE RAMP WIT FALLS LAKE
RAILS (RE 1 & 2 /SD -8 2)
(n'P) r�
J PROPOSED FLOATING PFA
J_%30' ZONE 1 (5 — 11 'x 16' SECTIONS,
20' ZONE - NEUSE 5 — 8 x 16' SECTIONS)
2,, NEUSE BUFFER
ADA SIGNAGE -BUFFER
(RE 2 /SD -8 0) wow I'M
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CONCRETE PARKING WHEEL STOP l
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TIE SIDEWALK TO
PROPOSED GRAVEL ABUTMENT
e ' ` DRIVE (RE 4 /SD -8 0) CONCRETE PFA ABUTMENT w 0 0 ` TOP ELEV = 255 00� '
TOE ELEV = 253 00 \
*00 %�o
r,Y_ ! t?� BASE BID LIMITS
OF DISTURBANCE I /
INSTALL 12" MIN CLASS B
1 RIP RAP AND FILTER
FABRIC AROUND ABUTMENT
I
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NORMAL WATER
ELEVATION
1 25150
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NOTE
ALTERNATE BID LIMITS
OF DISTURBANCE
D
IMPROVE EXISTING GRAVEL DRIVE IN
BASE BID LIMITS OF DISTURBANCE TO TIE
TO PROPOSED PARKING SEE NOTE
PROPOSED BASE BID
\ ®` GRAVEL PARKING
®�I
BASE BID LIMITS OF
DISTURBANCE
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
—DO NOT DISTURB EXISTING BASE 8/0 LIMITS
MONITORING WELL OF DISTURBANCE
—30' ZONE 1
12 D
S L ALTERNATE 8/0—//""\
LIMITS OF
DISTURBANCE
� r
FALLS LAKE
DAM
{j-
EXISTING GRAVEL DRIVE TO BE 20' ZONE` J NEUSE
IMPROVED (RE 4 /SD -8 0) SEE 2,_NEUSE BUFFER
NOTE rJ - BUFFER
77E IMPROVED GRAVEL DRIVE ® '�
TO BASE BID GRAVEL PARKING
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/ ) ELEVATION
1 25150
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02/05/2014
File Name
FALLS IAKEDAMPFADWG
Surveyed- MRL
Designed PBR
Drawn PBR
Approved
s SD -2.1

PERMIT DRAWINGS - NOT FOR CONSTRUCTION
Z 0 Nm
ADD GRAVEL AS NECESSARY AND 2w w � z ' N
GRADE EX DRIVE TO PROVIDE A w y 4 N
[SMOOTH SURFACE OUTSIDE OF o w 0 �
LIMITS OF DISTURBANCE
EXISTING GRAVEL IMPROVE EXISTING GRAVEL cv z N Y �° w t m
DRIVE TO REMAIN ALTERNATE BID LIMITS DRIVEWAY (RE4 /SD -8 0) Z10 o v g v a LL
tn
TIE TO EXISTING OF DISTURBANCE SEE NOTE CENTERLINE OF -�
• ° DRIVE EXISTING TREE TO Now IMPROVED GRAVEL �/ W w y
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1 /SD -2.2
DRIVEWAY
SCALE: 11"=3W
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SEAL _
35003
A. co
////ON B IRo'\\`�
2 /t /m
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGR4DE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
— R500 0'
_
mvmw mm mm � MOO 010
f Za/
14
31 MAX 3' 12' 3' 3' 31 MAX
3' 12' 3' SLOPE SLOPE
3 1 MAX 8- 29 89 3 1 MAX 89 29 29 8q, D 75
SLOPE
SLOPE 30
2 /SD -2.2 GRAVEL DRIVE GRAVEL DRIVE ME
DRIVEWAY (RE 4 /SD -8 0) (RE 4 /SD -8 0)
SCALE: 1"=30' SUPERELEVATED SECTION CROWNED SECTION
0 30
Scale 1 " = 30'
0 , 90
°
Q
LL
Lua
Q
0
J
J
Q
LL
02/0&2014
e Name
FADS LW DAM PF"N
rveyed MRL
signed- PBR
awn PBR
proved
SD -2.2
CROWN DRIVEWAY
`V
SECT /ON
SWERELEVATED
4i N ALTERNATE BID LIMITS
OF DISTURBANCE
I DRIVEWAY SECTION
IMPROVE EXISTING GRAVEL
DRIVEWAY (RE 4 /SD -8 0)
v
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1
SEE NOTE CENTERLINE OF
GRAVEL
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IMPROVED
=
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R1500 0'
— R500 0'
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f Za/
14
31 MAX 3' 12' 3' 3' 31 MAX
3' 12' 3' SLOPE SLOPE
3 1 MAX 8- 29 89 3 1 MAX 89 29 29 8q, D 75
SLOPE
SLOPE 30
2 /SD -2.2 GRAVEL DRIVE GRAVEL DRIVE ME
DRIVEWAY (RE 4 /SD -8 0) (RE 4 /SD -8 0)
SCALE: 1"=30' SUPERELEVATED SECTION CROWNED SECTION
0 30
Scale 1 " = 30'
0 , 90
°
Q
LL
Lua
Q
0
J
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02/0&2014
e Name
FADS LW DAM PF"N
rveyed MRL
signed- PBR
awn PBR
proved
SD -2.2

\ \ ° GRADING NOTES ! ' E RAWINGS - ONSTRU TION F ry
\ \ \ • [� 1 ALL SLOPES ARE TO BE 3 1 MAXIMUM '� 1 ` g w ' to
2 ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO f� \ ` 0 a s z 42
\ \ / PREVENT STANDING WATER OR WET AREAS, AND TO ENSURE THAT ALL ti/ 2 LU � w o `"
\ \ \ \ STORMWATER RUNOFF FLOWS TO INLETS OF OTHER POINTS OF '� 260 70 1 1 125 `i \ 0 0=06"
\ \ ° •. i DISCHARGE ' 1 257 00 y Ir U o a
° . ° I } °• \ 3 EXISTING TOPOGRAPHIC INFORMATION IS BASED ON A SITE SURVEY �_ �0 1 W Y W W o O1
t 1: I• / BY NCWRC _i 310 2 0 1 , `` n w ;2 U a �
\ \ \ • J • • ° 4 ALL GRADES ARE TO BE FIELD VERIFIED BY THE CONTRACTOR o ` s
PRIOR TO BEGINNING CONSTRUCTION THE ENGINEER SHALL BE 610 W W w
l \ NOTIFIED IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH ` I /� w m
CONSTRUCTION 1 (rj I n 2 F
5 CONTRACTOR SHALL NOTIFY INC ONE CALL" AT LEAST 48 HOURS ` I ° rt w
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING 1 �1 50 w v 0 C14
UTILITIES LOCATED CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES 26 9 1 I 8 8 a z 3 v 9 o o
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF INC Q0 25 92 `{� 5 25500 - w N
ONE CALL " 262 95` ! X jx LL v W z '� on =
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TYP S
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BASE BID LIMITS OF U
�x C ` =t` �� ` �c� \ \ • ` ` DISTURBANCE NCWRCG DO NOT�NCLUDE THIS �N
NOTE ALL DISTURBED AREAS ARE
Q ��x6,� 1 J SILT FENCE TO BE SEEDED AND MULCHED PER THE CONTRACTORS SCOPE OF WORK
o (RE 2 /SD -8 1) W
SEEDING SCHEDULE (RE 1 /SD -8 1) Y
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(RE 3 /SD 8 1) SEE 2 /SD -3 0 FOR Z
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. s`c1�t� < \�'�`\ C� \` y� ° , BASE BID LIMITS SIDEWALK 20' ZONE NEUSE 5 - 8 x 16' SECTIONS) a.
\,� \ 2, NEUSE BUFFER
\ \ OF DISTURBANCE
\ BUFFER �
N CA {(i �� ' Z\ �� r \ \ \ \ ° PROPOSED 1 1 \ I I LL
\ 1 4 -r \:\C \ \ Z CONTOURS (TYP) �\ g
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O� 'C\t`r3 ry ��c / \ k \ \ ' 0� 1 �I ` \ \ 1 \ RIP RAP AND FILTER
5 4- FABRIC AROUND ABUTMENT
SEAL
35003
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5 -�E1- J)-/ r Lr SILT FENCE OUTLET V' CD
ADA NOTES '�Z ,
-rte 1 <, \ I I TIE SIDEWA K TO \
FOR ALL SIDEWALKS AND ADA PARKING = r�,J -1 fr�;y. l;, �z� rf j }\ I I r 1 \ \ I I I \ 1 \ ABUa1NT \ \ \ \\ (RE3 /SD -8 1) (TYP) U
SHOWN ON THE PLAN, THE FOLLOWING (`J� `> }r`f�y` " t` �' �{'J ' S <2 I I 0 I 1 1 1 \ \ \
APPLIES C\ ONRE TE \PFA \ A= B UT ENT
2 00 \ \
\ \ \ \ \ \ I CONTRACTOR TO INSTAL�L T P ELFV
j r E 253\J
, =Z 1 SIDEWALK LONGITUDINAL SLOPES ARE
\
TO BE 4 87. MAXIMUM (RE2 1SD -8 1) AND O Z
t
Rrl I I \ \ \ 1 q' \ \ l I OUTLETS V f
2 SIDEWALK CROSS SLOPES ARE TO BE II I I I I \I \\ \ �\ \ \ \ \ \ \ \ I I
187. MAXIMUM *{ { r m
3 A MINIMUM 1' SHOULDER AT MAXIMUM,
29' SLOPE IS REQUIRED ADJACENT TO ADA FALLS LAKE
I I I ~I � I NORMAL WATER
PAVED ROUTES UNLESS A HAND RAIL IS DAM ELEVATION
Date CALLED OUT � � �
J / / 11 25150 02O&20r4
4 ADA PARKING (PARKING SPACES AND r 1 I I 1
LINE ALL DITCHES WITH NAG ��' >.�� _51. I I I l I I I 1 I / / / / / / / � File Name
AISLES) TO BE A MAXIMUM 181-. SLOPE IN S150 TURF REINFORCING MAT r� �'� I I I / / I I I I I / / I / / � / F'>USLWDAMPFkDN I
ANY DIRECTION FOR THE ENTIRE AREA OR APPROVED EQUIVALENT �} / l J I I I I ) / 0 / / 30 60 90 Surveyed oes R
/SD -3: .0 EXISTING
Dawn PBR
CONTOURS (TYP) �
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SILT FENCE
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\
r\
\
CONTOURS (TYP)
BASE BID LIMITS
OF DISTURBANCE
-7
\ J
IMPROVE EXISTING GRAVEL DRIVE
IN BASE BID AND ALTERNATE BID
LIMITS OF DISTURBANCE
(RE 4 /SD -8 0) SEE NOTE
ALTERNATE BID LIMITS OF
\ -7 DISTURBANCE (TYP)
EXTEND SILT FENCE
\ \ \o \` \ iI` �, (RE 2 /SD -81)
4 4e
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FALLS LAKE
DAM
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
J)
X30' ZONE 1
BASE BID LIMITS 20' ZONE-S NEUSE
OF DISTURBANCE 2 NEUSE BUFFER
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02/0512014
FAUSLWOAMPFAM
rveyed MRL
signed PBR
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1 /SD -3.2
DRIVEWAY
SCALE: 1"=3W
EXISTING
CONTOURS (TYP)
EXISTING TREE
TO REMAIN
ALTERNATE BID LIMITS
OF DISTURBANCE
CENTERLINE FOR
IMPROVED GRAVEL
DRIVEWAY
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INSTALL NAG S150 TURF
REINFORCING MAT OR
SILT FENCE APPROVED EQUIVALENT
(RE 2 /SD -8 1) (TYP) IN ALL DITCHES
CLASS B RIP RAP APRON
LENGTH = 6'
WIDTH = 4'
DEPTH = 18"
(RE 4 /SD -8 2)
SILT FENCE OUTLET
(RE 3 /SD -8 1)1
000
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ARCH FILTER
(RE 3/SD -8 2)
CONTOURS (TYP)
290
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•
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RAP (12" MIN) WITH °
FILTER FABRIC AROUND
PIPE INLET
NOTE ALL DISTURBED AREAS ARE
TO BE SEEDED AND MULCHED PER
SEEDING SCHEDULE (RE 1 15D -8 1)
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
LENGTH = 6'
WIDTH = 4'
EXTEND EX PIPE AS DEPTH = 18"
SHOWN AND INSTALL FES CROWN DRIVEWAY (RE 4 /SD -8 2)
AT EACH END MAINTAIN SECT /ON SUPERELEVgTEO
EX PIPE SLOPE DRIVEWAY SECTION
a SILT FENCE EXISTING STORM DRAIN TO SILT FENCE OUTLET ALTERNATE BID LIMITS
v 1 (RE 2 /SD -8 1) (TYP) REMAIN EX PIPE TO BE
( )
1 RE 3 SD -8 1 OF DISTURBANCE
>\ CLEANED OUT _ —
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REINFORCING MAT OR PROPOSED ��� Q' S S / �� _
APPROVED EQUIVALENT CONTOURS (TYP) F �T l
IN ALL DITCHES Q4Z"C // '
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PERMIT DRAWINGS - NOT FOR CONSTRUCTION
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FILTER FABRIC AROUND
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NOTE ALL DISTURBED AREAS ARE
TO BE SEEDED AND MULCHED PER
SEEDING SCHEDULE (RE 1 15D -8 1)
NOTE THE EXISTING GRAVEL DRIVE IS TO BE IMPROVED BY INSTALLING
ADDITIONAL ABC AS NECESSARY TO PROVIDE 6" MINIMUM THICKNESS AND
12' MINIMUM WIDTH THE EXISTING GRAVEL MY BE REGRADED TO THE
PROPOSED ELEVATIONS PROVIDED THAT THE MINIMUM THICKNESS AND WIDTH
ARE MAINTAINED AND THE SUBGRADE AND FINISHED PRODUCT PASSES A
PROOF ROLL WITH A LOADED TANDEM AXLE DUMP TRUCK OR SIMILAR
EQUIPMENT
LENGTH = 6'
WIDTH = 4'
EXTEND EX PIPE AS DEPTH = 18"
SHOWN AND INSTALL FES CROWN DRIVEWAY (RE 4 /SD -8 2)
AT EACH END MAINTAIN SECT /ON SUPERELEVgTEO
EX PIPE SLOPE DRIVEWAY SECTION
a SILT FENCE EXISTING STORM DRAIN TO SILT FENCE OUTLET ALTERNATE BID LIMITS
v 1 (RE 2 /SD -8 1) (TYP) REMAIN EX PIPE TO BE
( )
1 RE 3 SD -8 1 OF DISTURBANCE
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\ (RE3 1SD -8 2) RAP (12" MIN) WITH
FILTER FABRIC AROUND` I I CENTERLINE FOR
' INSTALL NAG S150 TURF PIPE INLET \`\\\ CARO� i IMPROVED GR,4VEL REWAY
REINFORCING MAT OR PROPOSED ��� Q' S S / �� _
APPROVED EQUIVALENT CONTOURS (TYP) F �T l
IN ALL DITCHES Q4Z"C // '
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Poe Name
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Surveyed MRL
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PERMIT DRAWINGS - NOT FOR CONSTRUCTION
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1 INSTALL EXPANSION JOINTS AT 40' MAX ON CENTER AND BETWEEN
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DIFFERENT PAVEMENT SECTIONS AND AGAINST RIGID OBJECTS
2 INSTALL CONTRACTION JOINTS AS INDICATED ON THE PLANS
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3 ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF
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BROOM FINISH PAVEMENT
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Date
5 ALL ADA PARKING SPACES SHALL HAVE A MAXIMUM SLOPE OF 187.
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02/052014
File Name
IN ANY DIRECTION
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FALLS LAKE aWPFADWG
Surveyed MRL
Designed PBR
3 /SD -8.0
4 /SD -8.0
Dra" PBR
CONCRETE PARKING
GRAVEL PARKING
Approved
Aram
N,
NTs
NTS
SD -8.0

PERMIT DRAWINGS - NOT FOR CONSTRUCTION
FALL /WINTER /SPRING TEMPORARY COVER AUGUST 15 — MAY 1 N w C4 C CD
� coZQN
Lime 100 Ibs 1000 sf w 'o o N
10 -10 -10 Fertilizer 25 Ibs %1000 sf o 0 � 6
Oat Seed 2 Ibs /1000 sf 0
• Rye Grain Seed 1 Ibs /1000 sf FILTER FABRIC m W_ Z o rn
Straw Mulch * 100 Ibs /1000 sf Maintenance
1 Inspect sediment fences at least once a � � x ro � t �
SUMMER TEMPORARY COVER MAY 1 — AUGUST 15 week and after each rainfall Make any required HOG WIRE, 12 GAUGE MIN, 4 "x4" o LU g 0 a u_
Lime 100 Ibs /1000 sf repairs immediately SUPPORT FENCING
10 -10 -10 Fertilizer 15 Ibs /1000 sf 2 Should the fabric of a sediment fence
10-10 1 Millet Seed 1 Ibs /1000 sf collapse, tear, decompose or become STEEL POSTS w
* 100 Ibs neffective, replace it promptly MAXIMUM PACING LL i w
Straw Mulch 1000 sf i
/ 3 Remove sediment deposits as necessary to p Z
SPRING /FALL PERMANENT COVER MARCH 1 — APRIL 30 provide adequate storage volume for the next W w
AUGUST 16 — OCTOBER 31 rain and to reduce pressure on the fence Gs w U o N CD
Lime 100 Ibs /1000 sf Take care to avoid undermining the fence NOTE REMOVE i cZ9 v (1 o o
SEDIMENT THAT n LM
10 -10 -10 Fertilizer 25 Ibs 1000 sf during cleanout ACCUMULATES IN 0 w � N � r-
4 o
/ Remove all fencing aterials and unstable w w U °n °n m
Improved Turf Type Fine Fescue Seed 8 Ibs /1000 sf g
Straw Mulch 100 Ibs /1000 sf sediment deposits and bring the area to grade FRONT OF FENCE ¢ p v _J Z rn rn
SUMMER PERMANENT COVER APRILI — AUGUST 15 and stabilize it otter the contributing drainage REPAIR OR X z
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REPLACE ANY = O O uJ c
area has been properly stabilized i— 5; Z w
T� DAMAGED FENCE � — — ° -� o
GRASS PLANTING DATE 1 SEEDS 2 SPRIGS 3 STOLONS ,,,,ttCA, �� / / //� I -111 -- F x z o a
BERMUDAGRASS APRL —JULY 1 -2 75 3 -5 ��`'�N SS/ i��i' = III_L= 111111 =_ <
BERM UDAGRASS(HYBRID) APRL —JULY — 75 3 -5 �O 6" WIDE X 8" DEEP (MIN l =_
U.1-
N i Q
CENTIPDEGRASS MARCH —JULY 25= 50 75 _ _ Q� /��� . _ TRENCH FILL AND COMPACT II —I� III=
vv OK p N
ST AUGISTINEGRASS APRIL —JULY 1 0 SEAL _ SOIL OVER FABRIC 1I 11=11— z `' w °
TALL FESCUE SEPT —OCT 15 6 - - - 35003 - -I!� =-
I� GROUND
ZOYSIAGRASS MAY —JULY 50 -1 0 25 3 -5 II II
SURFACE
1 OPTIMUM DATE OF PLANTING SEEDING BEYOND THESE DATES INCREASES �:�'Q FNGINE�� '���� \\�� \����� /i�� //� i� /j�� /jai LU
THE CHANCE OF FAILURE ��i SST 0����1 POSTS DRIVEN
2 POUNDS PER 1000 SQ FT / / / / /�N BI tR ���` 18" INTO GROUND y
3 BUSHELS PER 1000 SQ FT
Seedbed Preparation Remove rocks, stumps, roots, etc Apply lime and fertilizer zN)L� FABRIC FLAP ON
then rip the soil 4 to 6 inches to mix the nutrients into the soil and TRENCH BOTTOM U_�
to loosen and roughen it to recieve seed 2 /SD -8.1
Seed Temporary cover to stabilize temporary sedimentation control measures and SILT FENCE
other accomplished If planting season is not suitable for installation of permanent NTg
cover Contractor shall install temporary cover suitable for that season and reseed
with permanent grass at earliest possible date
* Anchor straw mulch by applying an asphalt binder emulsion at a rate of 10 LL
gallons per 1000 SF, or install lute, paper or twine netting or excelsior mats FILTER OF NO 57 STEEL FENCE POST
staked to ground according to the manufacturer's instructions WASHED STONE WIRE FENCE---' a
(REPLACE AS HARDWARE CLOTH-
STABILIZATION TIME TABLE NECESSARY) PLAN VIEW FILTER OF NO 57
1 All permanent dikes, swales, ditches, perimeter slopes, and all slopes steeper than WASHED STONE �6ry Q
3 1 shall be provided with temporary or permanent stabilization with Proundco er as e i Yf' -µ i v "�' FILTER FABRIC
P P rY P 9 r ' Syr k `rL 7i "� yt (REPLACE ON GROUND Q J
soon as practicable but within 7 calendar days from last land— disturbing activityn )
2 All other disturbed areas shall be provided with temporary or permanent stabilization '°` r a '� ° ' �,Y 4 ` �' ' X a
�, !d r d- W
P P rY P fit.�_ `` �` �` ` ,`�� �i " � �� � `r� i � r�,F ' -. r�4 WATER FLOW �` � �a' Q
with groundcover as soon as practicable but in any event within 14 calendar days from - d''), �? /. °r
lost land— disturbing activity �y4s�`,Y -4; s�i j� r�
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s / � 6 r j. �,�; }J�lr r=3 r K 115 1 3 d l- BURY WIRE FENCE-----"
ENCE Q
"EXPOSED" AREAS INCLUDE, BUT ARE NOT LIMITED TO Ground Stabilization _jam- �Gl "- , , ,_n , ,
• AREAS CLEARED FOR ROADWAY CONSTRUCTION �1 Y1; ;-�' tt k f" ! AND HARDWARE CLOTH
�1��. A i`ry, T,{ r_ }Cb_i ox
• AREAS CLEARED ON RESIDENTIAL BUILDING LOTS Site Area Stabilization Stabilization rime ti� �� , e�Y�;i_ ,' r' SECTION J
• DRAINAGE EASEMENTS AND OPEN DRAINAGE CHANNELS Descili lion Time Frame Frame Exceptions J l
• SEDIMENT AND EROSION CONTROL MEASURES (SEDIMENT TRAPS, Perimeterdlkes, FILTER FABRIC
ON GROUND
DIVERSION DITCHES, ETC ) AND THE AREAS ADJECENT TO SUCH
MEASURES swales, ditches, 7days None Maintenance U. ,
and slopes SILT SILT FENCE Inspect silt fence outlets at least once
High Quality FENCE any required equ ed repai each
s rainfall Make U
Water (HQW) 7 days None END FILTER FABRIC HERE
Remove sediment as necessary to Z
Zones
IMPERVIOUS TO PERVIOUS SURFACE CONVERSION If slopes are 10' or less
1 Remove all impervious surface and /or Slopes steeper in length, and are not
compacted soil from the area to be converted 7days
2 Till the area to a depth of 12 inches below the than 3 1 steeper than 2 1,14
top of the compacted subgrade days are allowed
3 Provide soil amendments and install topsoil as 7days for slopes
necessary If lime and /or fertilizer are to be used, Slopes 31or
it shall be applied uniformly during seedbed flatter 14 days greaterthan 50' in
preparation and mixed well in the top 4 -6 inches length
of soil or applied as recommended in the planting All other areas None (except for
specifications for any proposed landscaping with slopes 14 days perimeters and HQW
provide adequate storage volume for
subsequent rains When the
contributing drainage area has been
adequately stabilized, remove all
materials and any unstable sod, and
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either salvage or dispose of it properly
Bring the disturbed area to proper
grade, then smooth and compact it
Stabilize areas around the outlet
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Date
02/05(2014
File Name
T BE
FALLS (AKEDAMPFUN
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provide adequate storage volume for
subsequent rains When the
contributing drainage area has been
adequately stabilized, remove all
materials and any unstable sod, and
U
either salvage or dispose of it properly
Bring the disturbed area to proper
grade, then smooth and compact it
Stabilize areas around the outlet
Date
02/05(2014
File Name
T BE
FALLS (AKEDAMPFUN
TOP Surveyed MRL
flatterthan 4 1 Zones) HARDWARE CLOTH OF THE WASHED STONE
1 /SD -8.1 3/SD -8.1 FRONT VIEW Designed PBR
STEEL FENCE POST SET MAX 2' APART Drawn P8R
SEEDING SCHEDULE * "Extensions of time may be approved by the permitting SILT FENCE OUTLET Approved
No
NTS authority based on weather or other site - specific conditions NTS SD-8
that make compliance impracticable" (Section 11 13(2)(b))

5� " MIN 4000 PSI
CONCRETE
4" COMPACTED
ABC
I I I I I I I I I I I I I I I I SUBGRADE
III — III III -1111 I
SIDEWALK NOTES
1 CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS
OTHERWISE DENOTED ON THE PLANS
2 PLACE A GROOVE JOINT 1" DEEP WITH %s" RADII
AT 5' INTERVALS ONE %2" EXPANSION JOINT
REQUIRED AT 50' INTERVALS AND WHERE SIDEWALK
JOINS ANY RIGID STRUCTURE
3 ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI
4 BROOM FINISH SIDEWALKS
5 ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS
SLOPE OF 1 8%
1 /SD -8.2
CONCRETE SIDEWALK
NTS
PLAN VIEW
3/SD -8.2
ARCH FILTER
HT'S
HALL
RAIL ENDS MAY BE ROTATED
SO AS NOT TO IMPEDE
PEDESTRIAN TRAFFIC (SEE P,
125'
SIDEWALK
2/SD -8.2
RAMP AND RAIL DETAIL
NTS
INSTALL SEDIMENT PIT
NATURAL GROUND
AROUND ARCH FILTER
CLEAN AND MAINTAIN
PIT UNRL UPLAND
RIP RAP HEADWALL, 1' MIN
HEIGHT FROM ROAD SHOULDER
AREAS ARE STABAILIZ£D
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IT 15 OR 157
CLASS B RIP
NCDOT J5 OR 157
RAP
WASHED STONE
CROSS - SECTION
MAINTENANCE
INSPECT ROCK PIPE INLET PROTECRON AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (/p INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY
REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL
DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE -HALF THE DESIGN
DEPTH OF THE TRAP PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED
DISPOSAL AREA AND REPLACE TEH CONTAMINATED PART OF THE GRAVEL FACING
CHECK THE STRUCTURE FOR DAMAGE ANY RIP RAP DISPLACED FROM THE STONE
HORSESHOE MUST BE REPLACED IMMEDIATELY
AFTER ALL THE SEDIMENT- PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED,
REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT SMOOTH THE AREA TO
BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER
(SURFACE STABILIZ4110N)
'(N CARS <'�'�./�
O� F SS /o
SEAL
35003 -
ON B 9 \ \``
//1111 111 \ \\
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PIPE 0
1 5" 0 D HOT DIPPED
GALVANIZED STEEL PIPE RAIL
WITH WELDED JOINTS
SIDEWALK
NOTE CONTRACTOR SHALL HAVE RAILS FABRICATED
BASED ON ACTUAL AS -BUILT CONDITIONS ALL
INFORMATION INCLUDING, BUT NOT LIMITED TO,
SIDEWALK, POST LOCATIONS, AND ELEVATIONS SHALL BE
FIELD VERIFIED
PLAN VIEW
TE SEE PLAN VIEW
R DIMENSIONS
Maintenance
Inspect rlprap outlet structures weekly and
after significant (J" or greater) rainfall events
to see if any erosion around or below the
rlprap has taken place, or If stones have been
dislodged Immediately make all needed repairs
to prevent further damage
PIPE OUTLET
RIP -RAP LAYER
12" GRAVEL LAYER FLOW / I
D
GEO- TEXTILE FABRIC L
CONSTRUCT LEVEL
PROFILE VIEW
NOTE PLACE A 12" LAYER OF WELL GRADED 3/4" GRAVEL
UNDER THE RIP -RAP LAYER AND LINE GRROUND
UNDER APRON WITH MONSANTO BIDIM C34 FILTER
CLOTH OR EQUAL TO PREVENT WASHOUT
4/SD -8.2
RIP RAP APRON
NTS
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Uj
r
G
02/05/2014
e Name
FALLS UWAW PFADWG
rveyed MRL
signed PBR
awn PBR
.proved
wt ft
SD -8.2