20110557 Ver 1_401 Application_20110611

June 3, 2011
Clans o
opK P. A0
Mr. John Thomas
Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27586
Telephone [phone] (Ext. 25)
201 10557
RE: Stream Bank Stabilization
Under Nationwide Permit #13, Stream Bank Stabilization, Commercial Property
Stream: Tar Creek
984 Peters Creek Parkway
Winston-Salem, Forsyth County, NC`
Our Project #11.213 W4
Dear Mr. Thomas:
N., ?G1J
6Yep?n? ? wv,?j??? We are submitting herewith a PCN for: v?
1) bank stabilization on the east bank of a 41 ft. stretch of Tar Creek,
2) riprap outfall protection for a storm water pipe within the 41 ft. impact, and
3) installation of a rock vein with 20 ft. length projected onto the creek centerline, NC.
John Butler of this office has discussed the project with you.
The trustee of the property, Ms Owens retained this firm as agent and consultant, naming John Butler as
Agent. In John's absence due to illness, the writer, who is his direct supervisor, has signed the PCN. If
you require replacement signature page, please advise us.
Please let us know if you have any questions.
With best regards and many thanks for your help,
GEOSCIEN AND TECHNOLOGY, P.A.
Carl von Isenburg; P.E.
NC Lie. #024697
Senior Civil Engineer
Enclosures
cc: Amy Euliss, Winston-Salem Regional Office, NC DWQ (5 copies & check for $240)
2050 Northpoint Drive • Suite A
Winston-Salem, NC 27106
Phone: [phone]
Fax: [phone]
-- RECEw- [e-mail]
N_ _ www.geotec.com
JUN 0 8 2011
Regcna.
PROPERTY LEGAL DESCRIPTION:
LOT NO.
STREET ADDRESS:
S' CrCe-k Par
W Cs? t rt S??t -?? n/vj /\(. C
Please print:
Propertyowner: tO AS -{ fit LL -C
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
UVcdl ?. 6u??? of ?tPA$?iP?G2???C?tVtG?0h? t'.?
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
5o Ues?- F°?rs f S?rec? OZA fa-S'(eM, N C 2? (0
Telephone:. 2-!j?- -- Z(,], 37`?[
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
,o
Authorized Signature
Date:
PLAN NO. PARCEL ID: 69q- 78 " 8811.00
Authorized Signature
Date:

2 0 1 1 0 5 5 7
0F W A
TF9QG
Q?
n -c
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) For
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
® Section 404 Permit El Section 10 Pbrm._it
1 b. Specify Nationwide Permit (NW P) number: 13 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 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:
? Yes ® No For the record only for Corps Permit:

? Yes ® 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 ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: 984 Peters Creek Parkway Stream Bank Stabilization
2b. County: Forsyth
2c. Nearest municipality / town: Winston-Salem
n r7 r=3
2d. Subdivision name: NA

-
LS
L

11 V7 1

9
2e. NCDOT only, T.I.P. or state
project no:
j Li N 0
r
2011
3. Owner Information

3a. Name(s) on Recorded Deed: - WATER QUALUTY
Ann Owens Cherry
ndo
3b. Deed Book and Page No. 2143 203
3c. Responsible Party (for LLC if
applicable):
Ann Owens Cherry
3d. Street address: 4048 Mobley's Bridge Road
3e. City, state, zip: Grimesland, NC 27837
3f. Telephone no.: 252-267-3291
3g. Fax no.: 252-267-3291, on request
3h. Email address: epo21 @roadrunner.com
Page I of 11
PCN Form - Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Carl von Isenburg / John Butler
5b. Business name
(if applicable): Geoscience & Technology, P.A.
5c. Street address: 2050 Northpoint Drive
5d. City, state, zip: Winston-Salem, NC 27106
5e. Telephone no.: 336.896.1300
5f. Fax no.: 336.896.1020
5g. Email address: [e-mail]
Page 2 of 11
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 3824-78-8814
Latitude: 36.075792 Longitude: -
1b. Site coordinates (in decimal degrees): 80.259489
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: 1.44 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to Peters Creek
proposed project:
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 along the back property line of a Japanese restaurant, just off of Peters Creek. The construction site will
incorporate a portion of the parking lot, and will also proceed to the creek. There is a tree-line that is approximately 30
feet wide between the parking lot and the creek, where the creek bank must be stabilized.
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:
236
3d. Explain the purpose of the proposed project:
The purpose of this project is to replace a storm drain. which failed, thus causing erosion of the stream bank along the
back property line. While replacing the storm drain, a retaining wall must be built to prevent fiurther erosion.
3e. Describe the overall project in detail, including the type of equipment to be used:
This project will involve installing a 41 foot linear retaining wall, also backfilling the landslide area. There will be 10 foot of
rip rap protection placed between the wall and the creek. A 20 foot rock vein will be placed upstream of the retaining wall.
Since the project will be started at the creek and work away from it (no crossings), there should be no temporary stream
impacts that encompass an area beyond the permanent impacts. This site will require the following equipment; a trico,
sheepsfoot roller, bulldozer, and crane.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
? Yes ®No ? Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
? Preliminary ? Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for ? Yes ® No ? Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form- Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ? Yes ® No
6b. If yes, explain.
Page 4 of 11
PCN Form - Version 1.3 December 10, 2008 Version
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® 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. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary T
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
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. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ®P ? T Retaining Wall for
Stabilization Peters Creek ® PER
? INT ® Corps
® DWQ 36 41
loft
S2 ®P ? T Rip Rap
Protection Peters Creek ® PER
? INT ® Corps
® DWQ 36 section in
front of
wall
S3 ®P ? T Rock Vein Peters Creek ® PER
? INT ® Corps
® DWQ 36 20
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
3h. Total stream and tributary impacts 61
3i. Comments:
Page 5 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P)
or Temporary T
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c.
Wetland Impacts (acres)
Stream Impacts (feet)
Pond ID I Proposed use or purpose
number of pond
Flooded Filled Excavated Flooded Filled Excavated
Upland
(acres)
Flooded
P1
P2
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 an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
6b. 6c. 6d.
Buffer impact
number- Reason
Permanent (P) for
or Temporary (T) impact
B1 ?P?T
B2 ?P?T
B3 ?P?T
6i. Comments:
? Neuse ? Tar-Pamlico ? Other:
? Catawba ? Randleman
6e. 6f. 6g.
Buffer
Stream name mitigation
required?
? Yes
? No
? Yes
? No
? Yes
? No
6h. Total buffer impacts
Zone 1 impact Zone 2 impact
(square feet) (square feet)
5d. 5e.
Page 6 of 11
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
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 ® 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

El Payment to in-lieu fee program

? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type 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: ? warm ? cool ?cold
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 7 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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 ® 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 8 of 11
PCN Form - Version 1.3 December 10, 2008 Version
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
I a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® 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
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 0%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: This project is simply a repair project.
Therefore, there will be no material change from existing.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
? Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
? Phase II
? NSW
3b. Which of the following locally-implemented stormwater management programs ? USMP
apply (check all that apply): ? Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ? No
attached?
4. DWQ Stormwater Program Review
? 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? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 9 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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 ® 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 ? 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
? Yes
? No
letter.)
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 ® No
or Riparian Buffer Rules (15A NCAC 213 .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 ® 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 project, or available capacity of the subject facility.
Page 10 of 11
PCN Form - Version 1.3 December 10, 2008 Version
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
? ®No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
?
Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Physical observation of the surrounding area. There is no habitat for the red-cockaded woodpecker and for the bog turtle.
per USFWS website.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? 70 Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
This is a class C urban creek. There is no essential fish habitat.
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 ® 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 Website; NC list of National Historic Register sites and recent
nominations. NC Office of State Archaeology website; list of archaeological sites.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? --F®-yes No
8b. If yes, explain how project meets FEMA requirements: A vertical retaining wall will be built with a small amount of fill
placed within the 100 year floodplain at the north end of the project; however, the amount is not expected to affect
floodwater flow through the site.
8c. What source(s) did you use to make the floodplain determination? FEMA (FIRM) flood map #3710694200J
John A. Butler
Geoscienc
a
d T
h
l
PA
e
n
ec
no
ogy,
Applicant/Agent's Signature Date
Applicant/Agent's Printed Name (Agent's sign ture is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version
~ n._....~
REVISIONS ...n...~.,,r..~...~. PARKWAY
PETERS CREEK
a V1
~ ~ J~.!i~ :I 1011 ~
v5~~`°~ ~ I s
2 S?'` ~ QEN~ w ~rATE~ t~.6AL '~~Q~nd~ ~ ~a~ ~r~~
~ ~ LIivK
t ROAD SITE
~Z o~ CREEK P6~VY.
~f. J _ ~ Q~ 5~~,1,40
NQ
1 ~ ~ O . i j()
~ ` { I ~ J VICINITl° MAp
~ ~ ~ 0 ~ ~ 4"-2 MILES
{ + 3Q° SEWER EASEMENT ~ -
f ~ ~ J ° I REF COWS PLAN ~5752~
• ~ . ~ ~ ~ 30 1 Q
I ~ I U--DNU--OHU DHU DHU OHU DHU- ~f 1 ~ I ~ ~ I ~ I ~ ( ~ o DHU DHU
~ I ~ ~ I 1 I I I ~ ~ ~ ~ F
~ d ~ ~ ~ ~ ,i / Cfaid
f ~ J EXISTING EDGE OF ASPHALT I ~ a ti.!
• i ~ ~ 4.~ PAVEMENT ~ I ~ ~ ' I i, ~ . of ENi2
f I ~ i I ~ GENERAL NOTES: ~ ~
~ ~ (/7 , ~ I ~ ~ ~ EXISTING CITY OF WINSTON SALEM ,sn-Salem
E ~ V1 R ~ ! ~ 42 RCP SANITARY SEWER 1. ANY AND ALL TRAFFIC v4NTROL DEVICES SHALL CONFORM TO THE LATEST STANDARDS AS SET FORTH ~ '
~ { ~ w IN THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCDj. a
~ f C r~ ~ ~ I 2, ANY ANO ALL DAMAGE TO EXISTTNG UTILITIES OR ADJACENT PROPERTIES SHALL BE THE SOLE _ cv
r E, ~ ~ ~ ~ TOP OF CUT SLOPE RESPONSIBILITY OF THE CONTRACTOR. ~ Z ~
~ . E
E I i I f 3, ALL BELt)W GRADE UTIt.1TIES SHALL ®E fIEID MARKED PRIOR TO CONSTRUCTION. ANY CONFLICTS SHALL BE REPORTED TO TIfE ENGINEER PRIOR TO BEGINNING CONS1TtUCTION. 0 0 ~ ~ $
t I i ~ ~ ~
PAVEMENT REMOVAL LIMITS CL NG LI
I
~i ( ~ ` DEMOLIT90N AND RAMP CO~dSTRI_ JCTIOr~ SEOUkNCE: S ~ ~
( ~ ~ . ~ t ~ ~ i ~ ~ d a°a c~ ~
1. HAVE EXISTING UNDERGI"~OUND UTILITIES FIELD MARKED. ~ ~ ~ M ~ ,
~ ~ I ~ i ~ i t ° ~ ~ PROVIDE I2 W. i ~ I c~. ~ ~ PROVIDE 12° WIDE EQUIPMENT ACCESS 2. REMOVE EXISTING PAVEd'~ENT AND CONCRETE TO EXTENTS SHOVdtd. DISPOSE OF REFUSE OFFSITE AT AN
I a,;, RAMP W/ P,5 > . RAMP W/ P,5 > 1 SIDE S~flFf,S APPROVED LANDFILL. y ~ ~ ~
I i ~ I { 7 i + , ra ~ ~ 3. REMOVE EXISTING STOR4{ INLET AND REMAINING CORRUGATED METAL PIKE. ~ c~,rn
I ~ ~
~ , ~ ° d r o~ 4. BEGIN EXCAVATING EQUIPMENT ACCESS RAMP. RAMP SHALL BE 12 FEET ~flDE IMTH o ~
1.5:1 SIDE SLOPES. GRADE PER TEMPORARY GRADES SHOWN. Z
~ s ~ ( I ^`~9 ~ f t 5. INSTALL TEMPORARY SLOPE DRAIN. SLOPE DRAIN SHALL BE EXTENDED AS FILLING OPERAT10N5 N
( ! ( ~ t. u PROGRESS.
! ? 4 C ! 1 a t I I 1 6. CLEAR TREES TO OMITS SHOWN, REMOVE TOPPLED TREES FROM CREEK. DISPOSE OF REFUSE AT AN
I ~ t ~ i ~ It ~ ~ ~ ~ ~ APPROVED LANDFILLo
I J I . ~ ~ ` i 1 7, EXISTING SANITARY SEB~MR CLEANOUTS ARE LOCATED VNTHIN THE WORK AREA. REROUTE EXISTING
I I 5. ~ SANITARY SEWER SERVICE k5 REQUIRED FOR CONSTRUCTION. IF SERVICE HA5 BEEN ABANDONED, NO11FY
TEMPORARY SLOPE DRAIN I ~ ~ i C S ~ ~ r OWNER AND PLUG END OF SERVICE LINE AT CUT FACE PRIOR TO PLACING BACKFELL.
11X6 D E%CAVATED PI"~' ~ ~ ' 8. ERECT BARRICADES ANiI WARNING SIGNS AS REQUIRED TO PREVENT UNAUTHORIZED ACCESS INTO
W/ i5 RRUCATED CPI ~ L~~• ~ ~ i ~J ~ N PIPE AS FILL IS PLA ~ ~ ~k. ~w WORK AREA. 4, y^
t ~ .~8 ~ ! ~ r ~ 1 [ ri L~. z ~ ~ tttttt1tttts° et{ta4 „>.e~°„ .su
~ ~4,~- >r ~ ~ I I ~ ~ ? I,'s G~ 'V. Ar D ~~E, SE11 Oy.Q o ~ ~ f
t ~ ~ ~ ~ , ~ ~ ~ ~i t
~ ~ ° t ~ ~ l fv ~ ~ I 1 f I V 1
\ ~ ~ ~ SEAT. o ~ : ~ ~ ~ ~~~~~T ~~ll
f r! ~ ~ rV 1 ~ i t I11 I ~ r. f g P 1 - ~ (0 ~ ',~9/ G R OQ.° V" t ~ ~r~uwaat~°~ ~'ti} o°
~ ~ o TEC°'`'V t~~~ d~~Q~?r15k Bafl964d41
rrrrPrrrltZ0litt`~tttt
i ~ 1 ~ v ~ ~ PE , ~ ~ l MOVE TEMPO Y PI ,EXIST I~Y~ PIPE, E3QSTING
Q ~ ~ STa NLETAND~ MAIMING i( ~ ~ } ' , W I ~ / ~ ; j~ CO D OUTLET PIPE. MAIMING I~.EC PIPE.
a 1
o t~ ~ ~ ~ i ~ • ~ ~
w ~ ~ C <nh'.
~ ~ , ~ ~ ~ ~ PAVEMENT REMOVAL LIMITS
~ 1 o ~
t C~ ,ttt 1 ~-,;'r .a ~ ll f J `v'
c ~ ~ I ~ I t , F ! ~ I ~ 1 I ~ .
~ ~ , i C j~l I ~ . f ~ ~ I ~
C~ 1 I ®i~' ~ f E f
+ ~ t ~ ~ EX~ GAS MANIFOLD f . ~ E ~ ~ ~ ~
h ~ ( I i . EX. 9O 6QLLARD
~ i ! i ~ ~ F Q ~ ~ Q
~ ~ SA CUT REMOVE EXISTI
~ ~i SHOWN, ! ~ ' • 'L m ~ Q f V t
~ - i ~ `..1 i ~ . Q.~~
~ ~ 4
M ~ i , , ~ ~
N ~ ( , } ~ ~
I ~ I I x . i ~ ~ . ~ ~ ~
~ ~ ® _
~ • ~ Z ~
C I ~ .g ~ . ~r ~ I z ~ ~ i ® ~
m ~ LEGEN~o ~ ~ z
~ (x ~ ~ ~ 0 EXI C CHAT LINK • • • • • ~ z ~ ~ ~ w
„ ~ CE DE ~ , I _ _ _ _ l~x_ _ _ _ ® EXISTING CONTOURS ~ 2' INTERVALS
c Q ~ ' • ' ~ : 'f~~ 6 J 'v j 4 ~ i ~ I x
~ f ~ ~ ! G . ® ®'sa---- EXISTING CONTOURS ~ tO° 9NTERVALS ~
® ~ ' ' l , I ~ / ~ . 'r' . 752 PROPOSED CONTOURS 4D 2` INTERVALS
t . N 75o PROPOSED CONTOURS ~ 1O' INTERVALS
m . l i / / ~ ~ ~ EASEMENT LINE
i„~,,,i...n,.,ti.`,~.,,r EXISTING TREEUNE
~ E I I ~
~ I I o ' I 'j CREEK /WATER SURFACE
r 1 1 ~.t 1 I SM , ~ XlST N CO S H R ~ TO ~ ~ SILT FENCE
f ' << ~ TU . R M- 73.93' 3RIC4~ ~ STUCCO ~UILDI~IC
o ~ , ~ ~ iz l , t t INV N=' 37.63 ' ttttt({U{ttttt(t{t{{{tt{ttt{t{t(tt(tt{tttU TEMPORARY DIVERSION. 2 ~ q ~ ~ ~ ~
1 r ~
I ~ ~ I ~ 1 CLEARING LJMITS
l ~ $ i i '

~ ~ i
°y } m i : y ( .
0 m C9 SCALE: AS SHOIo'~9
i 20 90 ` ~ 0 90 ~
0 m ~ ~ ~ ~ DATE; 06/27/11
( IN ET 9 PROJECT: 11.213
I inch = "10 it.
A N DRAWN BY: JAS
r" H
SHEET

I
. REVISIONS
° ~ ~W 1° SF 9.5A
J o ~ `r
n ! ~ I ! 3~~ EA~MENT I.'} V ~ 1 i I (ae~ cows a~nN ~ae2) i~', LEGEND: 2~IiSAS °
~p ~ PSG <<sa GENERAL NO'S'ES; ' DHU DHU aHU DHU-
OFp E ~ _ 752----- EXISTING CONTOURS ~ 2° INTERVALS
ES SHALL BE FIELD MARKED BY A S ~ ~ 1. PRIOR TO BEGINNING WORK ALL UNDERGROUND UTIU11 , ~ 1-800-632-4949. PER ESSNOWnI. PASLT I ~ EDGE U LICENSED MARKING SERVICE. CALL ULOCO INIMUM95965T ADD - "-750®-- EXISTING CONTOURS ~ 10' INTERVALS ~
PROCT REI~.ACE PAVISN pt~R 4 F A ME 'T 752 PROPOSED CONTOURS ®2° INTERVALS $ MINm a ~I ~ ~ ~®I ~
2. NOTIFY CITY OF WINSTON-SALEM UTILITIES AND THE ENGINEER 24 HOURS PRIOR TO ' CAI.SECRONTHIS EEf. f j BEGINNING WORK. f ~
f / 750 PROPOSED CONTOURS ~ 1O°iNTERVALS $ E PA TO '
A L NOT BE LEFT OPEN OVER NIGHT, OPEN CUTS MUST BE BACKFILLED j ~ ~ ~ ~ 3. OPEN CUTS SH L I ~ 75o PROPOSED SPOT ELEVATION 95~/o STAN PR
THE SAME DAY A5 THEY WERE PERFORMED OR STEEL PLATES SHALL BE USED TO COVER THE TRENCH UN11L WORK RESUMES. AVEME~' x 75o EXISTING SPOT ELEVATION PA T ON
O ENA „ - {NtU~° TO
4. JOB SITE SECURITY AND SAFETY IS THE RESPONSIBILITY OF THE CONTRACTOR. ERECT Q 3 . PRQTECTION ~iyy, BARRICADES A5 NECESSARY TO PREVENT UNAUTHORIZED ENTRANCE INTO THE WORK AREA. ~ ,~3,+ - EASEMENT LINE
~ l ij 1.~..sti-~.r...~~,? EXISTING TREELIKE
EXISIING UTILITIES OR PROPERTIES DUE TO CONSTRUCTION 5. ANY AND ALL DAMAGE TO ~ E , i ASf~IAI.T ACTIVII1ES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. I s I pAVINi; \ CREEK ~ WATER SURFACE 4" 3
DE1'Att HEFT C4. ~ 1 I ~
6. SUBMIT SHOP DRAWINGS FOR NEW YARD INLET FOR ENGINEERS APPROVAL. I f . ~ 4 SILT FENCE WN . ~
. ROUA~.CLASS °B" W f NEW EDGE
CONSTRUC710N SEQUENCE. GAF C UND ERA ~ I w :1 OF PAVEMENT. ! 4 t(t(tU(K((t{U({ttt{(tttttti(t{t{~((Q~t((( TEMPORARY DIVERSION ~ I ~~I I I
ONTACT ENGINEER TO VERIFY UNDERCUT REQUIREMENTS PRIOR TO PLACING ANY _ ' PIPEO Flt CO o. ! H ~ 1. G ~n of twNSroN sags ATI N 73fi . ~ w ~ ~ EXISTING SEWS PROVIDE 4' X 4° O.D. -1 I I I I f"`""I 11-!
BACKFILL OR CONCRETE BLOCK. P.I.B. 8&24-a6-5789 ~3 ~ ~ ~ ~ * ~ r. R DB 296t, PG. t34 o I ~ ~ ~ ~ ~ ~ CIEANOIlf. SEE SHEET CL NCREIE YARD IN[J:F. (5 CLEARING LIMITS SUBGRADECOMPACTED'~O
~_mM u~.,P.,,. PROFIt,E) 2, CONTACT THE ENGINEER TO VERIFY THAT BACKFILL SOIL IS ACCEPTABLE PRIOR T® zoN~o Rs9 h ~ ~a o;;sv, ~ r. MINIMUM 95°~ SPAN
PLACING ANY FILL. BACKFIII SHALL BE COMPACTED TO MINIMUM 95~ STANDARD PROCTOR. ~j~ A KFILL SHALL BE TESTED AT REGULAR INTERVALS TO ENSURE PROPER COMPACTION. ~ a A v , : A ~ ~ L.~' ~ t ~ B C PR ~ E DOD ~ ~ LF f 18° DSL. WALL HDPE q'{2 PROCTOR
° 6 ® 1a PROVIDE MITERED EXPANSION Jt?INTS AT MAX. 5' O,C.
I OCK RETAINING WALL CONSIRUCION. PLACE BLOCKS PER PROFlLE REIN M Nfi1~f SHO .SEE ~6g. 2. BEGIN SOLD BL ~ ~ ! ~ ~ AND ~ SHOWN ON THIS SHEET. SEE WALL CONSTRUCTION DETAILS SHEET C3, PROVIDE GEODRID I ~ ~ ! END QF N 6 ~ ® FIU. wn~ aaINT FILLER.
A WEER TO VERIFY BACKFILL COMPACTION, GRID NCR AILSfi C3. ~ T t CHAIN LINK /na rsi PER PLAN WHERE SHOWN. CONT CT ENG 3 oy ~i~, itEPAVEI'OELIMINATE ~ 2. SLOPE SIDEWALK FOR I DRAINAGE
PLACEMENT AND LENGTHS ARE TO BE FIELD VERIFIED PRIOR TO BACKFlLL PLACEMENT. ~ g ~ . ~ 1 I~3 0 (2jj m ~ . ~ ro ~ a ° N~ PONDIIY6 AND PROMOTE ~ ~ c~' ~ AWAY FROM EUILDINGe o
3. COMPLETE WALL 'AND BEGIN STORM PIPE INSTALLATION PER PROFILE THIS SHEET. ~ . " ` " P05ItIVE DRAINAGEI'0 NEW
" ' IN ELATION DETAIL SHEET C4. PLACE >t .,im• ; . STORM DRAININLET PROVIDE PLATIPUS ANCHORS WHERE SHOWN. SEE STA 1 ~ c ~ t, / ~;1 ~ • ~I ~ I SIDEWALK CALSECTION = t1 a
BACKFILL IN LIFTS TAKING CARE NOT TO CRUSH PIPE OR DESTABILIZE PIPE ANCHORS. -.~,~'SZ 4 / ~ . ~ NEW CONCRETE DUMPSIER 71.4 AD 'fYPICALSECTTON r~ ~ ~ ~ , .SEE {NOT TO ~ ~ ~ ~ ~ ~ v
.NOTE: PROVIDE PIPE INLET PROTECTION PER DETALI: SHEET C4 AT THE END OF EACH WORK ~ Q I fE ~ ; ~ ~ THIS SHEET.
DAY. ~ 14 i ~ t } 05 S o c~
EINFORCEMENT.GRID AS EARLY IN F1LL PLACEMENT PROCESS AS q . f ~~e'<.• M/~ 4. INSTALL SLOPE R ~ ~ ~ ~ x ~ ~ m o m a~
PRACTICAL. SEED PER SEEDING SPECIFICATIONS SHEET C4. ~ p 1 ~ ~-nt ~a
1 ~ ~ I o 4i ~ ASPHALT ~obS NOTE. THE CONTRACTOR SHALL CONSULT A LICENSED LANDSCAPE CONTRACTOR TO VERIFY ~ ~ s PAVING M~4 N c~
SOIL CONDITIONS ARE SUfTABLE FOR SEEDING SPECIFICATION GIVEN. CONTACT THE ~ ~ ~ ~ P ' I, x ~ ' TOW Tl .B CANCREtE o ~~11 ~ ~
ENGINEER WITH ANY CONFLICTS THAT REQUIRE ADJUSTMENT OF THE SEEDING • a SPECIFICATION. ' ~ ~ N i ® _ a ~ ~ ~-6" 1N!"«K, a,Cpp PSI CONCRE(E FAA g" LA. STANANi(7- ~ t°` ~ ~ Ir
r ~ ~ ' ct CONC. O STRUCT PER PROFILE ON SEPARATE / ~ ~ F ° R~R'FORCp 1w1F1 6"46°xw1.4 vM~F S'fEEl Pith ~ ~ • ~ W N i 4~' CAL9PACR:D Fd4itS. SIAPE I/B° t ~ K.
5. BEGIN CAST IN PLACE WALL CONSTRUCTION. C N . PLAN. CONTACT ENGINEER TO VERIFY BACKFILL COMPACTION. ,l ~ ' o a 1' Ptid PCAI: ~ ~ ~ 03 ra_p' g, p° (A
~ T OL RD ! B'dD G ~
NCRETE DUMPSTER PAD WHERE~INDICATED ON PLAN. INS ALL B LA S ~ I 6. PROVIDE NEW C4 PER DETAIL. SEE TYPICAL SECION THIS SHEET. ~ SY ALK` ~ ~ ~ ~
I I g. 3° N 3e.P~6°~ a Z Q.
SIDEWALK WHERE INDICATED ON PLAN. INSTALL NEW CHAIN 7. PROVIDE NEW CONCRETE ( $ IJNK FENCE AT EDGE OF NEW SIDEWALK AS SHOWN. SEE TYPICAL SECTION THIS SHEET. r' I I i 1-STORY 4
e ~ o~ ~ 3s~ CK & STUCCO BUILQING a
T PER TYPICAL SECTION THIS SHEET. EXISTING PAVEMENT SHALL ~ ° ~ ' BRI 8. PROVIDE NEW PAVEMEN I ~ I ~ N 37.s5 BE REMOVED OR MILLED AS REQUIRED TO ENSURE POSiT1VE DRAINAGE TO NEW STORM ~ ~ 4 ~ o ~ N O
INLET. X~ -g•~ N
1 DRAWING SCALE:
_ ~ ~ HORIZONTAL 1"=20` 1 DUM R PAD `t'YPI ON
I {NOT Ta
~ s t
4 ~ r I i ~ ~ ~ ~ ~ ~ ~ ( ~ i i I ~ I `j44441 ti~tP It++`~ a+ < a 4ecarser~r ~ 'd~P
I ~e~ + ! n. , ee.p, / s
~a ~ , t
E I ~ I ~ i. I ( , _ I I ~ ~ a V u~ ~ p~S ~~l®~rrj,' 0 K b R a '~r 9 ~ o fi Fp
I ; k f I a ~ ~ m fir„ C f17 ~ ~24~97 `f~
I ! ~ f 5
- I
I I tall d$A~dkl P91~4#x484!4
I I
. I E R fig.
t I
E f W --I-°°- ~ ~ i
J I i d ~ ~ I
~ f 77~ a i 0 I 7o i
_ f I , f I ,
E DRAWING .
° HOR~ONT 1"=5° ~ ~ z , .o _ VERTICAL " = 5' I
a r s
I ! ~ d
~ ~ ~ ~ 3 . ~
I 'Cf r 1' ~
n f ~ , D(aft6 2X r
I ( I ~ , I
1 r r , ,f ~ ~ -r ~
.m ff f` r/'r~ ~ - ° ~ _ ,r ` r°,~ /r r~,r J J/ ~ / %r/` rf''`/ r, r!' f ~ / / _r, f 1 I I VI E-P H9~
m _ ~ s ~ ax ~2xs r2x2x6 ~2x2x8 ~ 2x2x6 2x2x6 2x2xe z~rxs ~ l s f awe z~a°s 2,~e ~~'0 2x 222x6 2x6f 2xzxe a~zxe f f ~ ~ ~ I C 'Fj f' / r`t f ! 1' ~ ; F~ ~ ' rA. !'~f ! •~rA' 1 ~ r~ r' l!f^`~ i f C, I~~ 4 ~ ~ o o.~J
f w ~ ~ ~ i I ~ Y-~® 3
yx3,g 2x2x6 2x2x6 2x2x6 2x 2x2x6 ~ 2x3 I M ~ ~ I C i N ~
(4~ w r ! / / f r! / i f r ! i f
j / / /F ~ ~ I I I Y r r/ ! ~ 2x2x8 2x2x6 2x2x6 2xaB 2x ~ 2c2x8 2x2<B sxzxe 2x2x6 2x2x8 2x 2x~x9 2x2xe ,r jr r rr / ~ j/ r' f f f,' ,j ~',i ~ 1 I ~ I I , f ' I I
ra ~ ~ , © ~ I
2x2x6 ' 2x2x6 2x2xB 2x2x8 2x7x3 ~ I i ~ ~Z~
i j f 'p r r' / ,r r r r r` f> r r/ r' E i I I
d ~ ,f'f ! ,f f , / i ; / i rf r / s e r r~ 6 / I
~ i ~ I
i ~ C ~ ~ ~ 1 Q'®' I u.i k
I ! ~ t
~ ° ~ 75:0 70 ~
m ~ I ~ I ~ I , k f I I
N I 1 v i { i t ` I f °
~ FB N NV -P<T m _ ~ , I I { i ~ I I I I ~ P`T PRO OE GEO RI REI FO CEM NT ER f
I. i 4 i ~ I
~ ~ i i ° _ ~
0 i , E ~ ~ 1
I I i E ~ I ~ ~ ~ ~ ~ I E j 1 ~ , 1 ~ ~ 1 ~
I ~ k i f ! ! ! ~ I # }
I ~ { I / , I I ~ ~ ! ~
rai ~ I ~ ~ -I---
N m tP.., ~ ~ I ( I ~ I~ i~
ALa ~ H S m I n ~o
•C7 !8® 1 ~ ~ j 740 { d ~ f ~ ~ I ~ I ~ i
~ i .U { I I B REP NI G LC i
" I I i 1 ~ ( I i I
U ~ ~ ~ ! l SCALE: AS SHt7WN
0 ~ ~ I
mI ~ I I ~ !I ! k I E! I ~ I d ~ ~ 11 ~A~~~ n~i~~i71
9 EDRAWN : 11.213
E CIS! Y: JAB
f A`2
4-
I I 7 ~,o . o 0 10-00 0 5 1 0 1-5 2 0o 7® J-. ,

_ 1._ .
REVISIONS
NOTE: REQUIRED ~ SLOPE INSTALLATION SHOWN. SEE SECT )TE: REQUIRED GEOGRID NOT 1"SPACE BETWEEN BLOCKS 10WN. SEE SECTION A A
, . MATERIAL 5PECIFICATIUN .a F APLICACIONES PARR TALUDES
. ~ : - NORTH (sa cM)
NORTH - AMERICAN X57 WASHED STONE
AMERICAN 50 GREEN' GREEN. z"-s" r -'-f (5 CM-72,5 CM) \/f r 8
Theo osite turf reinforcement mat C-TRM shah be a machrne- roduced mat of 70°1° straw130°I° coconut fibee matrix ~\y~ \ (t6 CM)
incorporated into a pemranentthree-dimetsional turf reinforcement matting. ~ \ \ It f r ~
~ 15 CM Q The matrix shall be evenly distributed across the entire width of the matting and stitch bonded bettiveen a heavy duty UV , l.Ji..4^,y.., } I I ! I I
a u UV stabilized dramaticall stabilized bottom net with 0,50 x 0.50 inch 1.27 x 1.27 ctri5 o enin(({{s an ultra he {(~(d ''~'~~'~~t^"`"" Y Y • « ( ! P C S "I Y If ~~jS~~iJ}€}':': ~ . Y « Y Y Y Y I I I 2'x6' BL®cK
127 cm a Win s and covered b a hea dut « Y« Y Y « Y Y Y Y Y I comtgated (crimped} intermediate netting with 0.50 x O.SO inch (t.27 x } pe g , y vy y , ;,s; ~~~v « 8 Y Y« «Y Y UV stabilized top riet with 0.50 x 0.50 inch (1.27 x i.27 cm} openings. The middle corrugated netting shall fotrn i;. 36 Y` • , . «Y; . f Y Y ( I
romirient close) s aced rid es across the entire width of the mat. The three Wettings shall be stitched together on 1.50 I ^ ^ ^ ^ ~ \~i \r \i\\ ~,t\ 4; -
inch (3.81 cm) centers with UV stabilized polypropylene ilrread to fomr a permanent three-dimensional turf reinforcement ~ matting. t _
i! ECTC S ecificationandthe 0 hall meet re uiremenis established h the Erosion Control Technology Counc ( } p The SC25 s q Y 3.
U.S. Department of Transportation, Federal Highway Administrat+on's (FHWA} Slurrdard Specafrcanarrs Fa• SA 7.5 c } Canstrvrcfiaa oJ'Raads and Bridges arr Federal Highn~ay Projects, FP-43 2003 Seelioa 113,18 es a T}~e SA, B, aad C
. ore nreatAgat, \\t\ Per•mm~entTrrrfRerrtf e ~.r~.r,~c. I I ~ I I 1 !
Q I t ion sta le ttems shall be clear) marked on the turf reinforcement mattings with environmentally safe paint, All - Ins allot p pa y I I I I I 2' X 6' BLOCK
both outer ed a roxirnatel 2-S inches 5-12.5 cm I mats shall be manufactured with a colored thread stitched along ges (pP Y i I I I I
r nt mats. i e fo ad ace n v rla d e as a o e from the ed) gu ~ P s
'v Y e SC250 ermanent Green SC2S0 or e m alen . Th { North American at Jl be the . The coin osite turf reinforcement m sha q P P
composite turf reinforcement mat shalt have the following physical properties: 2'X6' BLOCK
1. PREPARE S01L BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED, iHakerialContent NOTE: WHEN USING GELL-O-SEED DO NO7 SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALt.EO WITH PAPER SIDE DOWN.
° 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING tHE BLANKET 1N A 6" {15 CM} DEEP X 6" (t5 CM) WIDE TRENCH
Makrix 70/a Straw Fiber a WITH APPROXIMATELY 72" (34cm} OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE iRENCM. ANCHOR THE (0.351b1yd-) (0.19 kgfm } Bi.AIVKEi WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12 (30 CM} APART IN THE BOTTOM OF THE TRENCH. 0
30°I°CoeonutFiber BACKFlLL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOID REMAINING 12" (30 CM} 2D'
(0.151b1yd'-} (0.0$ kg/m'-} PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY f2" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. fit. ~ o ~ U
Nettin To and Bottom -Rea Du UV Stabilized Polypropylene 3, ROLL THE BLANKETS (A.) DOWN DR (B.} HORIZONTALLY ACROSS THE SLOPE. BIANKECS WILL UNROLL WITH APPROPRIATE SIDE ~ P z ~ ~ tY ~ AGAJNST THE SOIL SURFACE. ALL BLANKETS MUSt BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES ~ o
(5.0 Ibs11,000 ft [...44 kgt100 m ] approximate werght) IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE -DOT SYSTEM ,STAPLES/STAKES n ~ Obi c~
SHOULD BE PIACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. Mid - Cornrgated Ultra Heavy Duty UV Stabilized Polypropylene 4. THE EDGES OF PARALLEL BLANKETS MUST. BE STAPLED WA'H APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING ~ c M
(24 Ib/1,000 ftz [l 1.7 kgt100 m ] approximate a eight} ON BLANKET 1YPE. ~ o
o lene 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE Thread UV 5tabrl+zed Polypr py 3" {7.5 CM} OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
BLANKET WIDTH. 12„ PROVIDEMIRAFI57tTGE0GRIDOR ~ ~
SC250 is Available with the Following Physical Specifications Per Ralt [English Units (i4letric Units}] NOTE, $IN LOOSE SOIL CONDmON5, THE USE Of STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO ENGINEER APPROVEDEQUALAT ~ q ' +u EACH BLOCK COURSE ~ c4'"" ~
Width B,SO ft (2.00 m) PROPERLY SECURE THE BLANKETS. ~ M
Length 55.50 tt (t6.90 m) - - - - _ ENGINEER APPROVED BACKFILL ~ ~ ~ ;f ~ ~
Weight d: IO% 34.00 lbs (15,42 kg) 1, PREPARE EL TERRENO ANTES DE INSTAIAR LAS MANTAS, INCLUYENDO LA APUCACION DE CAL, FERTIUZANTE Y SEMILIA. Area 40.00 yd7 (33.40 mz} NOTA: CUANDO ESTE USANDO CELL-O-SEED NO SIEMBRE EL AREA PREPARADA. CELL-O-SEED T1ENE OUE INSTALARSE CON COMPACTED TO MINIMUM 95% ~ ~ ~ ~ STANDARD PROCTOR q m
EL LADO DE PAPEL HAC1A ABA10. FILTER FABRIC J ~ ~ m ~
_ Stitch Spachtg for All Rolls = I SO inches (3.&1 cm) 2. COMIENCE EN to CABECERA DEL TALUD SUJETANDO LA MANTA EN UNA ZANJA DE 6' (i 5 CM)) DE PROF~UNDIDAD FOR 6' (15 CM} MA IDA MAS AIJA DE lA PENDIENTE ALTA DE lA ZANJA. SUJETE DE ANGHO CON APROXIMADAMENTE 72 {3O CM} DE LA NTA EXTEND - ~ p
U MANTA AL FONDO DE to ZANJA CON UNA UNEA DE GRAPAS 0 ESTACAS APROXIMADAMENTE 72" (30 CM) UNA DE LA t}TRA, Updatcd1rZ004 RELLENE Y COMPACTS LA ZANJA DESPUES DEL ENGRAPE. R1EGE to SEMILLA EN EL SUELO COMPACTADO Y DOBLE lAS 12" (30 CM)
REMANENTES DE MANTA SOBRE to SEMIWi EL SUELO COMPACTADO. ASEGURE EA MANTA SOBRE EL SUELO CDN UNA UNEA DE GRAPAS O ESTACAS APROXIMADAMENTE 72" (30 CM) UNA DE LA OTRA A 7RAVE5 DEL ANCHO DE lA MANTA. a a
3. DESENROLLE LAS MANTAS (3A) HACIA ABA,JO U (38) HORIZONTALMEME A TRAVES DEL TALUD CON EL LADO APROPIADO HACIA LA PROVIDE 12" MIN[MUM OF;157 WASHED STONE ~ BEHIND BLOCK o
SUPERFiCIE DEL SUELO. TODAS LAS MANTAS DEBERAN ASEGURARSE A LA SUPERFiGIE DEL SUELO POR MED10 DE GRAPAS 0 ESTACAS EN LUGARES APROPIADOS TAL Y COMO SE INDICA EN EL PATRON GUTA DE ENGRAPADO. CUANDO ESTE USANDO Q N ~____®--.o.-._®-
DOT SYSTEM'". LAS GRAPAS 0 ESTACAS DEBEN COLOCARSE A TRAVES DE CADU UNDO OE LOS PUNTOS CON COLOR CORRESPONDlENTES AL PATRON DE ENGRAPADO APROPIADO,
4. LOS BORDES DE LAS MANTAS PARALEIAS TIENEN QUE ENGRAPARSE CON UN TRASLAPE DE APROXIMADAMENTE 2" - 5"
(5 CM - 72.5 CM} DEPENDIENDO DEL TIPO DE MANTA.
5. MANTAS CONSECUTNAS UNIDAS EN LA BAJADA DE LOS TAt.UDES, DEBEN COLOCARSE OR1L1A SOBRE ORILLA (T1PO EXCALONADO) CON UN TRAStAPE DE APROXIMADAMENTE 3" (7.5 CM}. ENGRAPE EL AREA TRASLAPADA CDN UNA SEPARACION DE
APROXIMADAMENTE 12" (30 CM} A TRAVES DE TODD Et ANCHO DE to MANTA,
NOTA.
~ EN CDNDICIONES DE SUELTO, PUEDE QUE SE NECESITEN GRAPAS O E5TACAS DE MAS DE 6" (15 CM) DE LARGO PARR ASEGURAR tA5 MANTAS GORRECTAMENTE. Rt=v,v2004 a ~ 4a s ,1!1141 `P I ~ ~4 44l1u111nR/161I/ A4 e! ' ~t ~l~ dr°>
. ® ~,•~•+vV~~~ Bf gta~~~~'''~Idr ~ t"' C "b~~~< 'u11f1~`~{{~~yWB ~ .Y , u
CO GIV ~ ~ V T ~7
;'°~~C FO°• a° _ ~ e
m n~ SERL 2 e a r ~ 2I f~
N 01179 ~ ° ~ ~ 15~~aG7
,Ili ~ ~Y TEG~~ 444•e P~,$8m I sec r tl//A11A18i14j4g44`4A~$d're191@xtf}I!4
4 w
Q
E c ,
z ~ EXISTING GRADE I Ire AROUND TRENCH i ~ ° Practfcc Standards and Specifications
M ~ PARTIALLY INSTALLED METAL FENCE f STORM OAAIN FOST
PARTIALLY INSTALLED 2.51ightly slope the section of pipe under the dike toward its outlet. 4'
STORM DRAIN Di' ~ METAL FENCE Diversion Island over inlet Dike min ~..I ~ 3. Hand tamp the sail under and around the entrance section in lifts oat to
POST ~;:~s~'"~"--°~~``5ai:'.:~ 3:1 t.5~ min exceed 6 inches.
#/2 PIPE Hold-down n a WIRE SCREEN WITH DIAMETER iiold•down stakes `sg~.'xd~~ ~ s:;.':;l, •'~r °~~:,t>'y. ~ 4. Ensurethatfiiloverthedrainatthetapoftheslopehasminimumdimensions
o #/4° OPENINGS t ~ (--1 of LS feet depth, 4 feet top width, and 3: l side slopes.
I NON-SHRINK -4 AND E57 STONE ~ GROUT ' . : ~ 1 ((~1=?111 ~ _ I~ I- =1~~ 5. Ensure that al! slope tlrnin connections era watertight. ~ C~ t Ht-_
c Y `m - 10 spacing ~ ;`•1111=~jj(lf~lniet~ I=11i1._._.s I z cin (I (I ~I = 6. Ensure that all fill material is waif-compacted. Securely fasten the exposed W
m WIRE SCREEN W%TN ~ ' .1 ~ : ~ - ~ ~ , HOpE pgpg i/4' OPENINGS ~ ~ 1I~II(I~ till- II l.-titt~t~ section of the drain with grommets w stakes spaced no more titan 10 feet ~ J
'm AND #57 STONE ~ ~ «~.-~~8~~~~t~' EXISTING 2'-O' =ll.~ w 111- apart. n/
' r. GROUND Plastic • I I - _ ~ M corrugated ~ ~ I ~ - ' . Ijl ~ 9. Extend the drain beyond the toe of the slope, and adequately protect the W ` ;1~ ~ I{~~ ~ outlet from erosion. ~ ; Q
i e ~ IRI PP =r N
~ ~ FGA PIP~TfRDS~~t~AE SECTION VIEW j = (Il ~ . ~ ~ Top of 8. Make the settled, compacted dike ridge no less than I feet above the top of _a("I~- haM•mapacted the pipe at eves' point.
ti~ , i~~' ~ - PLAN VIEW . _il(~ /fi!I(slarxfj }.w
a ~ 3tabiltze , ~ , outlet l ll l T~lot 4'rtin d t 9. immediately stabilize all disturbed areas following construction. ~ N . Eversion i.L
3. 11~=" 6 Natural ~ I;ii -lll~- gro„nav Natural ~ - A
~ METAL FENCE Cl ~l11 ^II?!~~ POST ~ glut=lllN=lf$I groundti t'lydn , b':~1.5'rrtn ~-<_''-:`~.g; 3t Maintenance inspect the slope drain and supporting diversion allot every rainfall, and ~::i;;~' is ,IIR=iIIll=li$!~ t!.:`~ ~:7~i~'.°_' ~~..r':'~~~r'''::~M~;'_~"r ~~(1=iV{ promptly make necessary repairs. 1Vhon the protected area has been
~ 4 'min ~ Diversion ~ v PARTIALLY INSTALLED t ~e~rs~ „ ~ - _ = _ _ - - permanently sttbilized, temporary measures may he removed, materials disposed of properly and aft disiurbt:d dress stahiiized appropriately. ~y
I level section a #/2 PIPE SFOAM DRAIN
~ DIAMETER c F(gure fr.32a Cross sedbn °I temporary slope drain. sin. References RnrrafJcotnvrb9easlnrs
6.2D, Temporary Divetsions
m ~j' EXISTING GARDE Entrance--Constntettl L„ ~ "Z ~ } AROLNVD PIT section of pipe with a rr nuance--Constntct the eninttce to the slope drain of a standard flared-end Ot@tlet Prorecti©n
~ ~ ~ all fittings watertight. :coon of pipe with a minimum 6-inch metal toe plate (Figure b.32a): Make 6.41, Outlet Stabilization Structure ',I fittings watertight. A standard T-section fitting may also be used at the
/ inlet. m det.
~ 4 • ! 1 . i 1 Temporary d+vers+on- 'emporary diversion--Generally, use an earthen diversion with a dike ridge
H NOTES ~ / Iadirectsurfaeemno0'i ~ direct surface runoff into the temporary slope drain. Make the height of the
m NON-SHRIANG GRDl17' SNdLL BE ' • U ridge over the drain coin ~ IN A SUFFICIENT QUANTITY WIAf SCREEN WITPQ than theadjoiningridge dge aver the drain conduit a minimum of t.5 faetand at least G inches higher , tan theadjoiningridgeoneitherside, The lowestpaintofthediversiontidge
O TD Pf7DPEALY SEAL FHE JOINT, #l4 OPENINGS EXCAVATED TRENCH AND S57 STONE FOR PIPE Ofl STRUCTURE should be a minimum a r~ 2. DIAMETER DF LADLE IN DRAINAGE ~ 4 c,1n 6cel enter the i E could be a minimum of 1 foot above the tap of the drain so that design flow
STRUCTURE SHALL BE Ak7 APDRG' Y P P N 7~!AN 3 rN. LARGER rHAN 77lE ISOMETRIC VIEW m 6aely enter the pipe.
PIPE D.D. UNLESS APPfIDV® •.d ®utletprotection-Pre 6Y ENGINEER, tutletptotection-Protect the outletof the slope drain from erosion (Practice
/ 6.41, OutletSra6ilizatio , r- , .41, Ourfet Sta6iirzntion Surtctrrre). ~ -
a N O~ A common failure of sl .common failure of slope drains is caused by water saturating the soil and
N Construction ~ THIS MEASURE IS REST USED WHEAT STORM DRAIN TIES INTO EXISTING STORM S 2CIfIGatIOnS scepingaiongthepipe. :aping along the pipe. This creates voids from consolidation and piping and
m DRAIN SYSTEM AND FLOHS OFFSITE UNTREATED. ~ causes washouts. Prop 'o dAAINAGE STRUCTURE -MAY BE ~ with stable soil materia eases washouts. Proper backfilling around and under the pipe "`haunchos" pith stable soil material and hand compacting in G-inch lifts to achieve firm
a. - MASONRY OR CONCRETE PER THE 2, THE OVER FLOW NOT COVERED SY I57 STONE SHALL BE APPROX. #/2 OF THE PIPE DIAMETER, contact behveen the pip antact behveen the pipe and the sot! at all points will eliminate this type of
.U APPL2CA6L.E COG STANDAFIDS 3. ATTACH WIRE SCREEN TO METAL FENCE POST ON EACH SIDE OF PIPE, failure. N lilure.
m Place slope drains or . Place slope drains mr undishubed soil or well compacted fill at locations SCALE: AS SHi~WI~
t0 L and elevations shown of nd elevations shown on the plan.
^7 0 v
m ~ _ _ _ _ t DATE: 05/27111
6.32.2 Rev. 12193 323
C 3 DETAIL C 3 PROTECTION PROJECT: 11:213
DRAWN BY: JAB
SHEET.

REVISIONS
io front of wall back of wal!
N #4 dowels @ 8"
~ ~
0 ~ Weephales ~ 6 tt. #4 bars @ 32"
~ cts. Typica6, bars ~ 32"
Finished Grade a
4
e
4.. i
0
~ , Weepholes i every 6-8
liars @ 16'
3000 si concrete iv p ° Finished grade fV
i
i,_3, in , i-
1,,~„
„ (4) #4 .bars ~ 12 -T---~ 3,_0" (4) #4 bars @ 12" 1'-4"
(2 each top and bo0ortr) top and bottom 4'-4" #4bars~16" °
c,. 3004 psi concrete '
ELEVATIO SECTION ELEVATION CTION ~ ~ ~
3.. ~9 v ~ E
Min.= o ~ ~
x-12"BLOCK WALL Top ~ ~ o Top ~ ~ ~ V~
3„ Steeb Steeb
~ ~ ~ ~ °
Lon itudinal Steef Not Shown Dovyels 9 Dowels ~ 12"BLOCK WALL NOTE: ~ ~ ° ~
NOTE: ~ ~ ~E
TIG LY P N - F00 0 USE HORIZONTAL LADDER WIRE REINFORCEMENT ~ ~ ~ ~
USE HORIZONTAL LADDER WERE REINFORCEMENT IN EVERY COURSE OF 9LOCKS, AND MASONRY ~ ~
iN EVERY COURSE OF BLOCKS, AND MASONRY Longitudinal Steel Nat Shawn TIES FOR BRICK VENEER (WHERE SHOWN) a i ~ ~
- TIES FOR 6RfCK VENEER ERE SHOWN) SPACED PER CODE. SPACED PER CODE. ~ ~ v PLAN -FOOTING ONLY ~ fl
a ;i
DETAILS OF 4 HIGH UVALL DETAILS OF 6 FT HIGH PpA~~yReT.OpF ALL
n. ~ as SLQIG 104@@ ~ q 9-fl@I
Scale 1~4 , ~ ~4
a~ `j6.~{y45U6i6tlltlft a~~§A .~V~
a~ © • ~ t Q ~ ~ ~ ~ ~ s~''~p..
o SEAL Q: d ~ ~3~ Ct
" ~ C-1179 ~ ~ °`"de`VGf~~~°°° >i~q°°.¢j Qp',~,~ "0•sm~pq~~°rye@y°p~mgeep0"~,g~~a.
1°[j1, ~~°~~~CO~eUs' O~ eat x.49 • 4~~4~ $ q6~'t °°°°1~~~ e.. 1~~~ ~~~~~P3di4NF~tvrW4g~bh
°°a & TE~~~ 0'~
°°a'~aa6susaul~~~,
N v front of wall back of wail
V?
finished grade, (typcal)
lha8 A
m
iA 9
Z .A
F~
CMU
C1i 3 #4 6a @ 32"
Y5 Q-
h Weepholes Continuous drainage zone ~g behind wal! - #57 washed
a #4 bars @ 32" 0 32" ~ Typical. .crushed stone, wrapped in
t filter fabric. (Typical) Q ~
c m #6 dowels
m c t4 ~8" ~ J J
c w iv Fin, Grade Q
Wei ~
#8 dowels 8" N @8" (6) #4 bars, continuous V r
Gentedine dowels and bars
1 `-4.. bars ~ 8" ~ ~
n (6) ~4 bars ~ 12 6,_®„ 3044 ps! concrete Z ~ (4 top and 2 boom) Lu ~ Z
0
~ ~
~ ~ ~m u~ oz LE~lATION SECTION W
~ ~ ~
c Qw m a
Top Stee ~ CMU E ~p etas
~ Fi1l all voids with 3,000 psi concrete 2101"
m Dowel x-12"BLOCK WALL NOTE: Dowel
a USE HORIZONTAL LADDER WIRE RElNFORCEI~ENT
1N EVERY COURSE OF BLOCKS, AND MASON6~Y
$ Loi Longitudinal Steel Not Shown TIES FOR 6RlCK VENEER (WHERE SHO
SPACED PER CODE.
p P ' - FOOTING O LY
PLACEMENT OF STEEL DOWELS
~ AND VERTICAL EARS
~ Safe 1" :1'-0°'

U ` m
Q. DETAILS OF FT. HIGH. ALL
CY N Cale 114@@ 01 @-0°'
0 O} SCALE: AS SH®WN
C7 y
'7 L DATE: 05/2111
Cf
f
ni PROJECT: 11.213
DRAWN BY: JAB
N
r:
c~ SHEET (;4
0
low III