20060709 Ver 1_Complete File_20060425

°a 04/21/2006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 07
20060709
Office Use Only: Form Vu%ion tvforch u$
USA,CR Action ]lid No. AWO No.
(1f any particular item is not appliciNe to this project. please enter "Nor Applicable" or "N/A".)
I. Processing
. Check all of the approval(s) requested far this project:

Section 404 Permit Riparian or Watershed Buffer (Rules
Section 101'crnnit ? Isolated Wetland Permit from DWQ
401 Watcr Quality Certification express 401 Water Quality Certification
3. Nationwide. Regional or General Permit. Number(s) Requested: WOC 3495 and NWP 27
4. If this notification is solely a`courtesy copy because written approval for the 401 Certification
- is not required, check here:
5. If payment into the North Carolina. Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section Vill,
and check here: [1
6. Tfyour projcct is located in any of North Carolina's twenty coastal counties (listod on page
4), and the project is within a North Carolina. Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:
11. Applicant :Information
1. Owner/Applicant Information
Name. Mr. Jon Cox
Mailing Address: Department of Public Works-.City of Durham
101 City Hall Plaza
-
Durham NC 27701
Telephone Number: 219-560-4326 Fax Number. 919-560-4-316
E-mail Address- jon.cox@,durltamnc.goy
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Staci Ricks
Company. Affiliation: Buck Engineering, PC
Mailing Address: _ 5000 Regency Parkway ' Cite 200
Cary,NC 27511
Telephone Number: 919.463-5488 Fax Number, 91946 =5490_
E-mail Addresq: [e-mail]

Par,c6of 13
v
> ?
Qy,
l
t

64/21/2006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 08
[ii. Project Information
Attach vicinity map clearly showing the location of the property with respect to local
landmarks such as towns. rivers. and roads, Also provide a. detailed Bite plan showing, property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a. scale and, north arrow, The specific l`ootprints of all buildings,
impervious surfaces, or other facilities must he included. If possible, the snaps and plans should
include the appropriate USCrS Topographic Quad Map and NRCS,Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long has the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 1 I by 17-inch format:
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plaan%. If full-size plans are
reduced to a. small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
I . Name of project: Durham Central Park Stream and Bioretention Basin Project
2. T.T.P. Project Number or State Project Number (NCDOT Only):_ N/A_
3. Property Identification Number (Tax PIN): 0821-08-99-3178. 0821-08-99-10R4, 0821-08-
98-2905,.an_d 0821-08-99-0129
4. Location
County: Durham Nearest Town:_Durharn
Subdivision name (include phasc/lot number): N/A
Directions to site (include road numbers/names, landmarks, etc.): From Raleigh, take I-iWY
70 BUS to Dunham. Project is located off Foster [toad and Roney SUi-Ilet
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum) _ 6too/o °N 78/52130 W
6_ Property size (acres):.1.0 _
7. Name of nearest receiving body of water; South .Elleft Creek
8. River i3asin: Ncuse
(Note - this must he one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:l/h2o.enr,sttrte.nc.us/admin/maVsI.)
9. Describe the existing conditions on the site and genoral land use in the vicinity of the project
at the time of this application. The stream is in an urban section of downtown Durham. It
is deep! incised-and erodin>r th ughour the groi?ct area.
Pige7of 13
04/21/2606 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 09
10, Describe the overall project in detail. including the type of equipment to be used;
Stabili7,ation ol.' 4 feet of stream and a bioretention_l)asin alga a tri.butaty to South EIIGTbe
Lek. Work to be conducted with ans dozer track hoes, and other, equipment typically
used for stream restoration and stabilization proiects,
11. Explain the purpose of the proposed work: 11ndcr a grant received from the North Carolina
Divisign of Water Resources the City of Taurhatn pronosCS to stabilize approximalcly 401
linear fcot (LE) of Stream and construct a biorentation basin :along a tributary of South
Ellerhe Creek as part of the_devclopmpnt of Central Park.
TV. Prior Project History
If jurisdictional determinations andlor permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USAGE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland:, stream and
buffer impacts, along with associated mitigation (where applicable), If this is a NCDOT project,
list and describe permits, issued for prior segments of the same T.T.P. prgiect, along with
construction schedules-N/A
V. Future Project Plans
Are any future permit requests anticipated for this projeet7 If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
N/A
Vt. Proposed Impacts to Waters of the Uxtlted States/Water. s of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should he listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent: and temporary. must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and. waters, and all streams (intermittent and perennial)
should he shown on a delineation map, whether or not impacts arc proposed to these systems,
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may he included at the applicant's discretion. If this proposed impact is Strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
Pop8of13
04/2172006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 10
1. Provide a vvritten description of the proposed impacts; _ Proposed impacts are necossar
to stabili.zc and restore the stream back to its llanrral habita_z.
2. Individually list wetland impacts. Tylaes or impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sc aratel list impacts due to both structure and 'floodin
wetland lmpncL Typc of Weddnd Located within Dictancc to Area of
Site Number Type of Impact (e.g:, forcrted. marsh, Inn-year Nca+rest impact
I=1oodplain Stream (acre,,,)
(it)Aicatc on map) herbaceous, hog, etc,) {yes/tlo) (linear feet)
NIA -
Total Wetland Impact (acrc.4)
3. List the total acreage (estimated) of all existing wetlands on the property: 0
4. Individually list all intermittent and perennial strew n impacts, Be sure to identify temporary
impacts. Stream impacts include. but are not limited to placement of fill or culverts, dam
construction. flooding, rclocation, stabilization activities (e.g., cement walls. rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. if stream relocation is proposed,
plans and profiles showing the linear -footprint for both the original and relocated streams
must be included. To calculate acreage multiply length X width, then divide by 43,560.
Stream Impact
Number
(indicate on maw'
Stream Name
_
Type of Impact Perennial or

Intermittent? Average;
Stream Width

Before Impact Impact
Length

lincai"fect) Area of
Impact '

{aiCrCfi
1 UT to South
RIlerbe Cmck Restoration Perennial 10 400 0.09

Total Stream Impact (hy length -and acreage) d0f)' 0,09
5. Individually list all ripen waxer impacts (including lakes, ponds, estuaries, sounds. Atlantic
ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding. drainage.. bulkheads, etc.
Open Water Impact Name of Waterho<ly Type of Waterbody Area of
Site Numhcr
(if applicable) Type of Impact (lake. pond. estuary, hound, hay, Impact
(indicate on mar) ocean, etc,) (acres)
NIA

'total Open Water Impact (acres) 0
04/21/2006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 11
6, List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream meact (acres): 0.09
Wetland Impact (acres)t 0.0
U en Water Impact (acres): 0.0
Total impact to Waters of the U.S. (acres)
Total Stream Impact(linear feet): 0.09
400
7. Isolated Waters
Do any isolated waters exist on the property? [] Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to he isolated by the USACE.
N/A
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact scetions. Also, the proposed pond should
be described here and illustrated on any maps included with this application,
Pond to be created in (check all than apply): M uplands Mstream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation. installation of
draw-down valve or spillway, etc.): excavation of a. bioretmtiog ha.sin _
Proposed use or purpose of pond (e,g., livestock watering, irrigation, aesthetic, trout pond.
local stormwater requirement, etc.): stormwa.ter runoff treatment
Current land use in the vicinity of the ponce: open erass field
Size of watershed draining to pond; QA acres 1~xpectcd pond surface area: acres
VII. Impact Justification. (.Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances. accessibility, and.
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.-
Proposed impacts arc requircal_to re gre and stabilize stream functions Project will result in I?aloC?d: p ?cc --]
restoring and stabih7ing approximately 400 linear feet(LF) of stream along an unnamed Formatted: Font; Not Bold
tributary to South Ellerbc Creek The biorentton basin will provide trcatmem pf stormwatel;'
runoff before it enters the creek.
. VIII. Mitigation
DWQ - In accordance with 15A-NCAC 2H .0500. mitigation may he required by the NC
Division of Water Quality for projects involving greater than or equal to one aerre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 10 of 13
04/21/2006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 12
USACE In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will, be required when
necessary to erasure that adverse effects to the aquatic environment are minimal, Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may he appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the some watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or'NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ'5
Draft Technical Guide for Stream ' Work in North Carolina, available at
ht.tp.//h2o.enr.statc.nc.us/ncwc(l ands/str 2idp.htmi.
I . Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to., site location (attach directions
and/or map, if offsitc), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation. or preservation). a. plan view,
preservation mechanism (e.g., decd restrictions, conservation easement, etc,), and a
description of the current site conditions and proposed method of construction. Please attach
a. separate sheet if more space is needed.
N/A
2, Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must.. be attached to this form. For
additional information regarding the application process for the NCEEP. check the NCEEP
website at http://h2o.enr.state.nc.us/wroli.nkl-e&li=. If use of the NCEEP is proposed, please
_check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linetar:feet): N A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
page t I of 13
04/21/2006 12:33 9195604316 DURHAM PUBLIC WORKS PAGE 13
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/stale/local) funds or the use of
public (federal/state) land"? Yes ® No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the Nationalor North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NFPA/SEPA document is required, call the S.EPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
3. If yes, has the document review been finalized by the State Clearinghouse? <If so, please
attach a copy of the NEPA or SEPA, final approval letter. Yes ? No
X. Proposed impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the prpiect. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan, All buffers must be shown on a
map, whether or not impacts are proposed to the buffers.. Correspondence from the DWQ
Regional' Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the prgjcct impact protected riparian buffers identified within 15A NCAC 2B .0233
(Ncuse), 15A NCAC 213`.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAG
2B .0254 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify. - )? Yes No
?
2. If "yes'", identify the sgllflre feet and acreage of impact to each zone of the riparian buffers.
Il' huffor mitigation is require([ calculate the required amount of mitigation by applying the
buffer multipliers-
Zone' impnet Required
- f,,qumc feet) Multi -- Mitigation
1 6,000 3 (2 for Cal<awb t)
2 4.000 1,5
Torah 10.000 ..w
' Zone I extends out 30 feet ,pcrpenOiculnr from the fop of f}hc near 6.71k of ehanne1; 7Ainc 2 extends an
additional 20 foal from talc edge ol'Zmnc 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i_e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). :Nease attach all appropriate information as identified
within 15A NCAC 2B .0242 or ,0244, or .02f0. Stream restoration is exempt from the 13Uffkr
Rules._ Ifnnaete(I ?rea8 will he_rer>lanted as-part of the proposed restoration work
Page. 12 of 13'
04/21/2006 12:33, 9195604316 DURHAM PUBLIC WORKS PAGE 14
XI, Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. N/A
XIi. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity ol'the subject facility.
N/A
XILI. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Huffer Rules?
Yes ? No
is this an after-the-fact permit application? Yes No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative` cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
htt :!/h2u.enr.state.nG•us/ncwetlands. If no, please provide a short narrative description:
X.V. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However.. an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (c,g., draw-down schedules for lakes, dates associated with Endangered a:nd
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
71-A plicant/Age is Signati1 re ate
{ gen s signature is valid only if an authorization letter from the applicant is provided.)
Page 13 of 13
x
x
N
w
U
INDEX OF SHEETS
1........................... TITLE SHEET
1-A THRU 1-B ..... STRUCTURE DETAILS
2 THRU 3 ............ PLAN VIEW & CROSS SECTIONS
4 .......................... BIORETENTION DETAIL SHEET
5 THRU 6 ............ REVEGETATION PLANTING PLAN
7 ............................ SITE ACCESS PLAN
STANDARD DETAILS
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
s 0 s 10
PROFILE
.R. ....ommS aea
023512 1
CITY OF DURHAM
LOCATION: DURHAM CENTRAL PARK
DURHAM, NC
TYPE OF WORK: STREAM RESTORATION &
BIORETENTION DESIGN NAD 83
PREPARED FOR THE OFFICE OF:
DURHAP,% STORMWATER SERVICES DIVISION
ml �11 CITY OF DURHAM
101 CITY HALL PLAZA
DURHAM, N.C. 27701
fl 6
r) _. CITY OF DURHAM CONTACT:
:fttt;<:r�t JOHN H. COX. PE
PROJECT ENGINEER
PREPARED IN THE OFFICE OF: PROJECT ENGINEER
B /� ■ / 6000 R . N, Parkway Suite 200
(` ■K_ Cary, NorN Carolina 27511
Phone: [phone]
6N O I wk C R I N 0 '� Fax: [phone]
ELSIE PARRILLA—CASTELLAR, PE PRELIMINARY PLANS
PROJECT ENGINEER DO NOT USE FOR CONSTRUCTION
LETTING DATE.'
ELSIE PARR[LLA—CASTELLAR, PE
PROJECT DESIGN ENGINEER

BUCK PROJECT REFERENCE N0. SHEET NO.
r, m PROJECT ENGINEER
STEP POOL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N
FLGW PRELIMINARY PLANS W NOT UBB FOR CONBTRUCTfON
A PUBLIC RO0.D
FLO_~ . _ _ _ . _ _ _ - . - _ - _ - _ _ _ _ _ - _ _ _ A
POOL STEP STEP 0.5 FT TO
0.75 FT TOP OF BANK BANKFULL R=40' ~ "R~0' BOOB Reganq Parkway Suite 200
A ~ BUCK Cary NeO~CamIIne R1B„ POOL Pnone. e,a-asa~saee FILTER FABRIC CNOINRRRINO Far sls<BB3aso
NONWOVEN TYPE2 0 ~ BOULDERS& ~
TYPEISTONE ~ z o ~ WELL GRADED MIX OF
_ CLASS A STONE ANO N0.675TONE 0
12 MIN PROFILE VIEW A-A cuss 1 sraNE D
ALONG TOE MIX OF 50%CUSS A STONE AND 50% N0.61 STONE
B B'
g B'
TOP OF BANK 2 COIR FIBER MAT 1 ~ PURLIC ROAD
Y\\ \ / 6"MINIMUM THICKNESS OF
DEPTH=IFT T02FT WASHEDCUBSASTONE _ _ 0 0 0
VA VA VA / A' FILTER FABRIC
~ \ \ \ \ \ \ \ \ \ \\V\ \ STREAM CHANNEL FILTER FABRIC NOTES:
NONWOVEN TYPE 2 SPECIFICATION N0. fi.06 -CONSTRUCTION ACCESS "N.C. EROSION AND SEDIMENT
CROSS SECTION B-B CONTROL PLANNING AND DESIGN MANUAL DECEMBER 1993"
PLAN VIEW
FLOW TEMPORARY SEDIMENT FENCE ROCK CROSS VANE TYPE 2
TYPE2CROSSVANEFORGRAVEVSANDBEDSTREAMS
1F9 of TDP WIDTH Vv1TH DRAINAGE ARES LESS THAN 12mi' OF CHANNEL 2 MIN
C 1D MAX. WITH WIRE (8' MAX. WITHOUT WIRE) GRADE Y
LL ¢ B POINT i j CHANNEL BED CHANNEL BED Y m m Y
~ p ~ WELI GRADED MIX Cp°° m 0 _ ¢ 12112 GAUGE MIN. _ w o m MIDDLE AND VERTICAL WIRES
Y ~ h Y Q Q
o O FILTER FABIC 10 GAUGE MIN. p A O TOP AND SOTTOM STRAND
6' MINIMUM A
vANE SECTIONA-A
ARM / ~
W1RE FILTER FABRIC
BANKFULL STAGE HEADER ROCK I SCOUR POOL BTREAM BANK
B NOTES:
~ _ _ B FILTER FABRIC FLOW ~ AO°E ILL ~ ..,SILL '~TO~VIx'E~~_r~-~`- 1. USEW9REAMINIMUM OF 321N WlOTH AND WITHA 5 ~ j MINIMUM OF6LINE lMRES VJ1TH 12"STAY SPACING. COMPACTED FILL
STREAM BED - NO GAPS ELEVATION ~ / / ~ ' / ~ r 2. UBE FILTER FABRIC A MINIMUM OF 98" IN WIDTH ANO g ~ FASTENADEQUATELY TO THE WIRE AS DIRECTED
20 T030°LE BOULDERS FOOTER ROCK BY THE ENGINEER. 3. PROVIDE S'STEEL POST OF THE SELFFASTENER
G PROFILE VIEW B - B ANGLE srEEL TYPE _ _ C VANE ARM -III-III 8 I I~ I I I~ I-I
m d STEEL POST 2'-0"DEPTH VANE ARM LENGTH 17 FT
d PLAN VIEW INVERT WIDTH 2.5 FT EXTENSION OF FABRIC ANO 4
°o VANE ANGLE 20 ~ WRE1NTO TRENCH u
N FLOW CROSS VANE INVERTIGRADE POINT ~ NOTES FOR ALL VANE STRUCTURES:
N e i. BOULDERS MUST BE AT LEAST 4'x3'x2. RIFFLE
~ 2. INSTALL FILTER FABRIC FOR DRAINAGE BEGINNING AT THE MIDDLE OF THE HEADER \ > ,-R N o ROCKS AND EXTEND OOVJNWARD TO THE DEPTH OF THE BOTTOM FOOTER ROCK, ANO / RfFF
~ 3. D G A TRENCHA ELOW MHE BED OR FOOTER ROCKS AND PLACE FILL ON UPSTREAM ~ ~ /iA~AA/A SCOUR G~xO~ //A// ~ \ ,r:T\//\//\//\/\ Pool NOTE. p, SIDE OF VANE ARM, BENlEEN THEARM AND STREAMBANK. \ \ \ \ \ \ \f~\ \ \ \ STANDARD DRAWING N0. 1605.01 ~ "NCDOT ROADWAY STANDARD DRAWINGS, 2002"
m 4. CONSTRUCT FOLLOWING ANGLEAND SLOPE BPECIFICATIONS. ~ 0 5. USECUSBiSTONE TO FlLL GAPS ON UPSTREAM SIDE OF BOULOENE,,AND ~ \//~~/~~//x/x~ /~/L\//\// CUSS A STONE TO FILL GAPS ON UPSTREAM SIDE OF CLASS 15T0
~ 6. AFTER ALL STONE HAS BEEN PUCED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE FILTER FABIC FOR DRAINAGE n~.~ VdTH ONSITE ALLWIUM TO THE ELEVATION OF ONE HALF THE HEADER ROCK. (SEE SPECIFICATIONS) PROFILE VEWC-C

BUCK PROJECT REFERENCE N0. SHEET N0.
a m
N PROJECT ENGINEER EROSION CONTROL MATTING PREFORMED SCOUR TREN H N
CDIR FIBER MATTING
PLACE CDIR FIBER MATTINGIN 6INCH DEEP INSTALL LEVEL AND FLUSH WTH PRELIMINARY PLANS
TRENCH, STAKE, BACKfILL, AND COMPACT FINISHED GRADE (EL 746) oo NOT use PoR CONSr0.uCfmN
TOP OF STREAMBANK B 50 fl. PIPE OUTLET p 125 fl
W1 Izo fl
A A 4.0 fl TOE OF SLOPE WR 800 Reganq PaAway Buite 100
fi.5 fl. BUCK ~ary~Ne~~a<eli~a1,3„ PLACE CDIR FIBER MATTING IN fi INCH DEEP 3 d Pnone steasa~s4se TRENCH, STAKE, BACKFILL, AND COMPACT ~NOINL~RINO Eax. sts-asasaso
BOTTOM DF CHANNEL SQUARE PREFORMEp
BCOUR TRENCH ( IN ) CDIR FIBER - (Rlp Rap in basin not MAT?NG F
PICALMATTINGSTAKE ~N~nro`N~n) A~~s~ PIPEOaoITCH ~ Dp ollnEr CROSS SECTION VIEW
p (1'min) d FINISHED GRADE (EL 346')
LINER: CLASS~RIP RAP ],~,0, ~„B,~ t'TUCK PLACE ZYOSN TURF GRASS SOD THICK WITH FILTER FABRIC
DITCH DITCH THE WOOD STAKE SHALL BE THE NORTH AMERICAN PLAN VIEW 025-NCHOTHICK LAYER OF SOIL GREEN ECOSTAI~ OR APPROVED EQUAL WITH THE BETWEEN 500 ANO MATTING. SECT( O N A-A
1 1 1 / 1 / 1 1 1 1 1 1 TOP OF STREAMBANK FOLLOW NG DIMENSIONS:
TOP OF _ ~ ~ ~ ~ ~ 1 1 1 1 1 LEG LENGTH 11.00 IN 27.94 CM STREAMBANK _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STAKES HEAD WIDTH 1.251N 3.18 CM 1 1 1 1 1 1 1 1 1 1 1 1 HEADTHICKNESS 0.401N 1.02 CM
1 1 1 1 1 1 1 1 ' ' 1 ~o~~ESS D6D1N 7.520<oIN AOZC~ TDPDIN TYPICAL PUMP AROUND OPERATION
1 1 1 1 1 1 1 1 1 1 1 1 TOTAL LENGTH 12 OO IN 30.48 CM 1 / 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 CDIR FIBER MATTING TO BE EXTENDED TO TOE OF SLOPE STABILIZED INLET
1 1 1 1 1 1 1 1 1 1 / 1 NOTES: t. BANKS SHOULD BE PERMANENTLY SEEDED PRIDRTO PLACEMENT OF MATTING.
2. PLACE CDIR FIBER MATTING ACCORDING TO MANUFACTURER SEE PROJECT SPECIAL PROVISIONS) RECOMMENDATIONS ( NOTES.
PLAN VIEW 3 PATi RNSTAKESSHOULDBEPLACEDINADIAMONDSHAPEO IMPERVIOUS DIKE 4. PLACE CDIR FIBER MATTING IN LOCATIONS pE51GNATED ON PUMP~AROUND PUMP 1. EXCAVATION SHALL BE PERFORMED IN ONLY DRY SECTIONS OF CHANNEL THE PLANG OR AS DIRECTED BY THE ENGINEER. 2.IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORKAREAS FROM
STREAM FLOW. 3. THE CONTRACTOR SHALL NOT DISTURB MORE AREATHAN CAN BE SI ABILIZED IN ONE WORKING DAY.
A. THE PUMRAROUND PUMP SHOULD ADEDUATELY CONVEY 10 CFS (75 GALLONS PER MINUTED.
CURB & PAVING ALTERATION DETAIL
SEQUENCE OF CONSTRUCTION FOR TYPICAL PUMP AROUND
1. INSTALL STABILIZED OUTLET A7 THE DOWNGTREAM END OF THE DESIGNATED BLEND TO EXISTING PROJECT WORKING AREA.
CURB 8 GUTTER ELEVATIONS fi-INCH THICK 2. THE CONTRACTOR W LL INSTALL THE PUMP AROUND PUMP AND THE TEMPORARY YELLOW LINE FLEXIBLE HOSE THAT W LL CONVEY THE BASE FLOW FROM UPSTREAM OF THE WORK
AT 1.1 SLOPE SITE TO THE SPECIAL STILLING BASIN OR STABILIZED OUTLET. iR" IXPANSION JOINT 3. INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING OPERATIONS FOR STREAM DIVERSION.
4. INSTALL THE DONMSTREAM IMPERVIOUS DIKE AND PUMPING APPARATUS IF NEEDED 4 TD DEWATERTHE ENTRAPPED AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL w BE OF SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATERVdLL FLOW INTO
~I LL Q ASPECIAL STILLING BASIN. ` O 5. THE CONTRACTOR WILL PERFORM STREAM RESTORATION WORKIN ACCORDANCE
SAFETY BOLLARDS °i Z WTH THE PLAN 0.ND FOLLOWING THE GENERAL CONSTRUCTION SEQUENCE. 2'E"CUR88 GUTTER I I ~ ~ NCDOT STD. 84fi.01 fi. THE CONTRACTOR WILL EXCAVATE ANV ACCUMULATED SIITAND DEWATER BEFORE
TEMPORARY RE1(18LE ~ 0 REMOVAL OF THE IMPERVIOUS DIKE REMOVE IMPERVIOUS DIKES, PUMPS, 0.ND HOSE 3 TEMPORARY FLEXIBLE HOSE STARTING WITH THE pOWNSTREAM DIKE FIRST. 7. THE CONTRACTOR WILL COMPLETE ALL GRADING AND STABILIZA710N IN ONE DAY
IFi ~ WITHIN THE PUMP AROUND AREA BETYVEEN THE IMPERVIOUS DIKES. ~ I SHADED AREA. ~ 8. ONCE THE WORKING ARE0.15 COMPLETED, REMOVE THE BPECLAL STILLING BASIN
SLOPE AT 0.02 FTIFT PERPENDICULAR . _ AND STABILIZED OUTLETAND STABILIZE DISTURBEDAREAS WTH SEED AND MULCH. TD THE EXISTING EDGE Of PAVEMENT. 54NCH THICK CONCRETE SHOULDER.
F- ''WII LL
¦ I ~ E%ISTING CHANNEL
r 0 II W ~ 1 TEMPORARY
F- SFTfI F ~ FLEXIBLE HOSE LL I Q V ~
II
_ EDGE OF k- IXIBTINGPAVEMENT ' LL ' n IMPERVIOUS DIKE
(SEE PROJECT SPECAL C CATCH BASIN PROVISIONS)
~ NcooisTO.B4o.o1 2FT DEWATERING PUMP m
x DETAIL OF a LL 6HADEp AREA
0 o E%ISTING GROUND 0
~ ~ SPECIAL STILLING BASIN ~ N II
m STABILIZED OUTLET - ~ NQTEB, CONSTRUCT WITH A MI% OF INSTALL 21NCH PAD OF BOULDERS AND CLASS B STONE SPECIAL STILLING BASIN p57 STONE BETWEEN
u iR"EXPANSION JOINT 1. ADDITIONAL PAVING IBHADED AREA)SHALL CONFORM TO SECTION 720- TO STABWZE STREAM AT (SEE PROJECT SPECIAL PROVISIONB( SPECIALBiILLING BASIN d CONCRETE SHOULDERS OF THE "NODDY STANDARD SPECIFICATIONS AND FILTER FABRIC i FOR ROADS AND STRUCTURES". PUMP AROUND OUTLET
~ I I 2. THE SAFETY BOLLARDS WILL BE ROUN04T' ORANGE POSTS, WITH 2J" m WHITE REFLECTIVE BANDS.
v 3. PAVEMENT MARKINGS SHALL CONFORM TO SECTION 1087 -PAVEMENT ~o MARKINGS OF THE "N0007 STANDARD SPECIFICAT10N5 FOR ROADS o~ AND STRUCTURES". ALL PAVEMENT MARKINGS SHALL BE CINCH THICK FILTER FABRIC
BLEND TO IXIST7NG YELLOW LINES. 15-20 FT ~ CURB 8 GUTTER ELEVATIONS
vt

a BUCK PROIER REFERENCE N0. SHEET N0. N ~ .
N ~ PRO1ECi ENGINEER

PRELIMINARY PLANS 'T-LIIVILT^. O - UO NOT V96 POR CONSTRUCTION
~ F % REMOVE 25 FT SECTION .T~ W~ . , QF EXISTING BRICK WALL
~'~9 y _ ~0
+l- 90ft .BENCH; BEGIN BENCHING AT STAGING AREA- F .
- - - BEGIN PUMP AROUND APPROXIMgTE BANKFULL ELEVATION. See Sheet4 F rD tall a°°°"°°°nqP°~"°~5°'°~°° s~o . ~ _ ~:_o .e OPERATION BUCK °°P~oa°9;e-0a^°nsl CARE SHALL BE-TAKEN TO PRESERVE ~ ~
y, CL ~ O of B~oretention Area RNOINRLRINO F°.: Pis as usoe VEGETATION ALONG THE BANKS. ,1
`tir l(F _ k0 STEP POOL' ! " ~i +~O o ...m- ~ ~~--nr.-~+
ao.,.w ' TEMPORARY L i
i SEDIMENT FENCE ~ 1+ , r ~ ~ ~u
~ _ TEMPORARY -
12 SEDlMEN7°FENCE ~ T P ~ r ~ EM ORARY
SEOIMENT FENCE ' END PUMP AROUND ~ - r-~ir-+1 Ir-u~' OPERATION h'~ wit-n~~-~~r--~
_ i i _
ROCK CROSS VANE 1~ r (TYPICAL)
~ ~ DST RBANCE
, ~ LIMITS 9

w J
NOTE:
INSTALL SAFETY FENCE ALONG DESIGNATED
LIMITS OF DISTURBANCE.
REMOVE CONCRETE AND BRICK RUBBLE THROUGHOUT
SITE AS DIRECTED BY PROJECT ENGINEER.
77+00 77+50 t 72 OD
3:,0 ~ ~ ~ ~ S:
1 ':57
~ ~ ~ .
~aa ~ ~+3 ~o ?a ~ ~ ao a;u / \ nzso Leo ~ ' ~,~sa ~ / a:~ ~ ~z~
C ?U t0 ~ 339.N ~ 3~B i m 70 30 !0 0 l0 ^0 3U ,40 2P 10 0 ~ 70 20
N S N
a ° 77+25
° 7 7+75
N N ` ~ ~ 350 ~ ~ ~ 350 i ` \
\ _ u . \ r .
a ~ ~ ` r . ~ ip ~ ~ s?
~„r 30 'd0 ~ / 3~'~s DURHAM CENTRAL PARK ~o 39.05-- _ ~ ~
20 -0 (D 10 3U 3J 2P 10 ©'.O 10 30 20 10 0 20 40
Q
Q SCALE AFT)

DUCK PROJEC! REFERENCE NO. SHEET NO.
r~ m
PROIEC~ ENGINEER N
N
PRELIMINARY PLANS
W NOT U98 POR CONSTRUCTION .
REMOVE KUDZU ALONG ~ -
RIGHT BANK & REPLANT
WITH PERMANENT. RIPARIAN i R eoeo Raganry Paawar s~na TOo SEED MIX
BUCK Cary NoM Caml na i15~1 Pone'. B19d6~5A88 tNOINtt RING Fa.: ais-ae3saso
- .
GRADE'DOWN APPROX 1 T,O 1.5 FT. ~m~n . - - . ~ -
FINAL GRADE LINES TO ,BE DETERMINED IN THE FIELD DURING-CONSTRUCTION
. TEMPORARY xO
SEDIMENT FENCE
• ~ ~
/
~ ~
k0Q TYPE B 10ft BENCH i ~ ~ ` ' RIP .RAP .WITH 2
i i 3
l _ ;
~G~ ,
S~~R~ SLOPE BANKS AT 2.a AND, STABILIZE /OF
ASS WITH PERMENANT RIPARIAN 'SEED ~tM "MIX AND GOIR FIBER MATTING.
1 _w ROCK CROSS VANS
(TYPICAL)
NOTES:
1. INSTALL SAFETY FENCE ALONG DESIGNATED LIMITS OF DISTURBANCE.
2. THE PROPOSED KUDZU REMOVALTECHNIQUE
SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPLEMENTATION.
3. REMOVE TREES AS DIRECTED BY ENGINEER.
4. REMOVE CGNCRETE AND BRICK DEBRIS AS
DIRECTED BY ENGINEER.
10+66. ?9 10+78.35 11 +11.02
_ ~ ~
~ ~ Sao 3aa ~ V / ~ F~ xo era ~ ~,5` s \ ~ \ ~ ~ ~
~ v'.6 t0 ~ - J 535.60 \ ` ' ~ 735.35 . ~
~ ~ v 34.24 ~3-.55 .,30. 330 ~ 2P 33,,0 _s0. ~ 530 ZO U '1 30 530. a3U _ t0 V 3< 33i1
O O Q 3 a
0 0 u
M
N m i
c a a DURHAM CENTRAL PARK
o za io a za ao
~ SCALE (Fl]

m
N SS 5S N RUCK PROJECT REFERENCE N0. SHEET NO.
NOTE 9 S PROIECT ENGINEER
CURB.,& PAVING ALTERATION A SEE DETAIL SHEET'. 1-B 1o THE BIORETENTION SOIL MIX MAY BE ACHIEVED
30% LOUISBURG BALLFIELD MIX WITH 70°/ BY MIXING -
_ - BUILDER'S SA o NON-SPEC. ND, OR BYAN APPROVED SOIL MIX MEETING PRELIMINARY PLANS ¢j - -Q , THE FOLLOWING SPE o0 3 . ~ ~ 1 CIFICATIONS. THE BIORETENTION SOIL NOT W8 R00. NN9TRUCfI°N
/ ` _ - - ~ , I MIX USED SHALL MEET THE FOLLOWING SPECIFICATIONS:
~ / i 1` 87 - o 0 90 /o SAND 3$0 ~ / / ~ i - - ~ o " 8 -10% FIN
- - - ~ ~ I M EN - - ° ES (SILT AND CLAY) - - - 349 ` / ~ 1 o, Q L " 2 - 3 /o ORGANIC MATERIAL
I I 1 50, HYDRAULIC CONDUCTIVITY RANGE OF 3.0 TO 48- - ~ > TH 6.0 INIHR a°o°R E ORGANIC MATERIAL SHALL BE MIXED IN WITH OR BUCK ~a°"`a'~ay5°'e'°°
~ - 347 - ~ ~ °ary °°~~a~~°°°s„ o ' ~ _ LAYERED IN THE UPPER 1.5 FT OF eNOEHeeRENO ~ P"°"` B19d~'-s°aa - THE BIORETENTION F~. 9,P<6~~~ - - -
MI ~ 346... ~ SOIL. ~ CB
a I 2 WASHED GRAVEL 345.5-~ ~ (N0.57 STONE) - ~ a
a STA ~ l~DOUBLE -SHREDDED HARDWOOD MULCH M I .10.44.02 -L- - ~ 'j ®THE UNDERDRAIN PIPES SHALL HAVE
I A MINUMUM SLOPE a \ f ' OF 0.01 FTIFT.
~ ~ 5 FOR FURTHER BI i ~ Q ORETENTION DETAIL, SEE PROJECT
M ~ _ ~ _ / l ~ 1; SPECIFICATIONS.
x-45.5 i ~ 1 3 , i ` - ~ i / _ I ~ ~
~ ~ . m, - b.. t w. ~ ~ _ ,,~f ~ , a~.. - 1 CLEAN'-QUT ,3 . e.. PREFOR
,~.Z MEQ SCOUR TRENCH PIPE TYR s - ' W SEE ( ~ ; ~ ~ ~ DETAIL. sHE~r ~-B SECTION A - A

5 i I I~NDERDRAIN
PIPE. (TYP)
{ OUTLET STRUCTURE ~ SEE DETAIL
A - 3~0
BEGIN -L_ _ _ \ 3 - INc ~ H THICK
S>-A.10•QO E MULCH LAY ~ R
i~ ~
A~IVNMENT 3 EL 346.25 6 FT CATCH BASIN - - - ~
SEE NCDOTSTD.840.01 ~ \
OTCB - / EE NCDOT STD. 840.05 '.FL 3456 "
OTCB CONSTRUCT WITH ALL 4 SIDES OPEN - INV EL 346.00 1
WI MANHOLE; TOP OF M.H. AND FRAME
EL 342.5 35 EL 346.25 SHALL BE FLUSH WITH TOP OF SLAB.
COVER ALL 3:1 ~
L <~,~k<~~~ k~~r ,LOPES WITH , < . 0 8 FT MINIMUM ~'FYPj
EROSION 6 FT 0 5 FT (TYP) , i CONTROL 05 FT TYP
~ -340 c ) MATTING. _ ~ 2, FILTER FABRIC
3 (WRAP WASHED GRAVEL - 15 -INCH RCP WITH FILTERfABRIC
~ ~
i ~ EL 345.5 _ ,
2 1 INV -EL 346. TNV EL 346.2
, , , m ,
PREFORM ' ~ ED SCOUR TRENCH Q 45° ELBOW
' SEE DETAIL SHEET 1-B ° 45 ELBOW °
° 6 -INCH NON-PERFO " RATED 15 --INCH RCP
-340 B CLEAN 'OUT PIPE (TYP) 45° WYE m A
EL 342;5 N
° INV EL 341.6 a INV ft 340.3
6-INCH PERFORATED INU EL _340.1 :INV EL 341.2 UNDERDRAlN PIPE:(TYP) m
C¢ DURHAM CENTRAL PARK
10+00 A B Nm +00 USE AT ALL MID-PIPE USE AT ALL END OF PIPE to 5
Q~ CL o to 20 EANOUTS CLEANOUTS
SCALE (FFrI

BUCK PRO1ECi REFERENCE N0. SHEET N0.
r, m
N PRO1ECi ENGINEER N
PRELIMINARY PLANS
W NOT V96 POR CON91AVCPION
AO HEAVY METAL' SWITCHGRASS - 3' OC 3 Gal.
© SOUTHERN BLUE FLAG - 3' OC QtS,. eooo Raye~n Pa,9~,r smr~xoo
BUCK ~ary NoOR Carofna x]9„ I ~ Phone'. 919-4636498
©~'FIREWORKS' GOLDENROD - 3 OC Q~fs . _ ~ j er+ou+~eeEHO E~. 9,9<91949~ - v._....-..__- ` 5 WfNTERBERRY HOLLY - 5 Gal. ~
D GOLDSTURMBLACK-EYEDSUSAN=2`OC Ots. _ ~ s H , 9 CH4ND0 VIBURNUM 5-7 Gal. _ g a ,
, 12'-15' B&B t 3 LITTLE G~M'~MAGNDLIA , O 3 SCARLET HIBISCUS -1',Gal. -
- , i~&B"D}~ 15-Gal:- - 7 WAX MYRTLE ; ~a
t3&B RIVER OATS = 2'"OC Ots. 3 DOGWO
©SOUTHERN BLUE FLAG - 3' OC Qts: - 3 j ,
- - _ , ~ , 9 CLETHRA
- ~ HUMMINGBIRD 50
'3 Gal. ...`W`. ~ M / - 3 ~ y ~ . }
W 9 M I_ .w- t - / _ _ ,y, ~ ~ ~
_ zoYSIA ~ . W f
. ~ , rl ' TURF GRASS ~ + + ~
- - ~ I SOD . -345. . - ,
' ~
w __w A
k _ ~F 3 RED MAPLE - B&B E v. ''y ~
5 PItJXTERBL00M AZALEA - 3 Gal. ~ ~ " I D y...v, .~.,M w .
,2.DOGWOOD B 6~
~B&B~DR 15 Gal. ~ ~ es ~ w w w w w~ w - ~i J - w w w RIPARIAN
3REDOAK-B&B y~ w~~~~~ W ' SEED MIX
w ..ate i w w ~ w w ' T ~ ~ r
r ,
s , P + + . ~ , .m.., ~ a ~ .v i
f ~ ~ v, ~ _ "
i ~ x~ ~ ± + ~
i ~ + + + 9VIRGINIA5~1{=ETSPIRE ~ + _ '.HENRYS GARNET'- 3 Gal
.
~ + ~ + ~ - ~ ~ 3 WEEPING YAUPON;HOLLY -10-15 Gal. 1 + .~.M - - - ~..~ti + - i + _ p,.
a. " ; _ ~ 13 'SHAMROCK' INKBERRY MOLLY- 3 Gal. ' y
,.w~ . y w ~ _
_ y,. _ w ..w _.v~. ~ w. - ...u _ p ° 7 PINXTERBLOOM AZALEA - 3 Gal.
aw~ NOTES:
~ 1. PLACE DOUBLE-SHREDDED HARDWOOD MULCH ~ . " y - ~m 3 REp BUD - 5 Gal: 2 SYCAMORE - B&B IN BOTTOM OF BIORETENTION AREA AND ON ALL
v N. 14 SWEET SH,RUBww~3 Gal _ . ,_m~ m INTERIOR SLOPES. m 2. PLANT RIPARIAN SEED MIX IN DESIGNATED AREAS
LINEf~MATt-=f~lAL-3' OC
PLACE RIPARIAN SEED MIX WITHIN " . AS SHOWN AND FROM THE EDGE OF WATER TO a 7'WINTERTHUR' BENCH CUT LIMITS.
o VIBURNUM - 3 Gal. DESIGNATEt) LINER AREA FROM THE EDGEOF WATER°TO TQP.OF SCOPE. d
N m
O
ti \ a ~ l< ~ DURHAM CENTRAL PARK
v
0 10 5 0 10 20
SCALE (FTJ

BUCK PROJECT REFERENCE N0. SHEET N0.
n m PROJECT ENGINEER
N N
PRELIMINARY PLANS DO NPf V96 POR CON9TRUC[ION
B ¦ ¦ w eooo Ras,~or va~~wav s~na ao° u`R Cary, NOM Carolina li511 Poona- 919~6J~Sa88 „ RNOINRCRINO Pax. Rieass-sago
Common Name Scientific Name Description Unit Amount
FESCUE Titi Cyrilla racemflora 5 gal. cont. STEM 9
' Weeping Yaupon Holly Ilex vomitoria'Pendula' 1D -15 gal. cont. STEM 3
RED MAPLE - B&B k 'Chindo'Viburnum Vlburnumawabuki 5-7gal.cont. STEM 9
~ ' 2 DOGWOOD Winterberry Holly Ilex verticillata 5 gal. cont. STEM 5 2SYCAMORE-B&B - B&B OR 15 G21. Dogwood Cornus florida B&B or 15ga1. cont. STEM 3
_ 'LittleGem'Magnolia Magnolia grandiflora'LittleGem' 8&B or l5gaLcont. STEM 3
' ` ` v` ` ' - ~ ClethraHummingbird Clethraalnifolia'Hummingtbird' 3gal.cont. STEM 9 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ y i ~~"w' ~ 'Heavy Metal' S.vitchgrass Panicum virgatum'Heavy Metal' 3 gal. cont. STEM 15
y f`.", `„",°.'.'~~.WW` ay ~ ~ - - ~ - ~ 'L 'Fireworks'Goldenrod Solidagerugosa'Flreworks' qts. STEM 10
. y ~ GoldsturmBlack-eyed Susan Rudbeckiafulgida'Goldsturm' qts. STEM 20 .r~W.W.W.W.°.~`W`~ I° ~ ~ ~ 'Shamrock' Inkberry Holly Ilex glabra'Shamrock' 3 gal. cont. STEM 13
W b y 'w, - ~ w "f River Oats Chasmanthium latifolium qts. STEM 20 ..y....
~ ~ ~ ~ ~ Irisvir inica qts. STEM 16 ' " ' ° ' ~ ' " ' .`wv'v°.`.`. Southern Blue Flag 9 ~i" v. ~ y .v
~ - - - - W~~~-,, - v, w w' VirginaSn~eetspire'HenrysGarnet' Iteavirginica'Henry'sGarnet' 3gal cont. STEM 9 ~ ~ ~ v% y Scarlet Hibiscus Hibiscuscoccineus 1 gal. cont. STEM 3
- ~ { Wax M rtle M yrica cerifera B& B STEM 7 ~ r l- y
8 PINXTERBLOOM•r ° w + • j~ i y Heritage'RiverBirch Betulanigra'Heritage' 12'-15'B&B STEM 3 ..W. AZALEA - 3. Gal. + '
" l- i y RIPARIAi~SEEtiMIX Red Oak Quercusni ra B&B STEM 3 , i." * * - ~ Dogwood Cornus florida 5-7gaLcont. STEM 4
y ~ ~ Red M a le Acer rubrum B8 B STEM 4 "y . ~ `
~ ° Sycamore Platanusoccidentalis 63B STEM 4 i` w - Red Bud Cercus canidensis 5 gal. cont. STEM 3 ~ ~
" 'Winterihur'Viburnum Viburnum nudum'Wintethur' 3gal.cont. STEM 7 ~
Sweet Shrub Calicanthusfloridus 3 gal, cont. STEM 25 v, w Pinxterbloom Azalea Rhododendron periclymenoides 3 gal, coot STEM 20 w w,
k ~ r ~i. ~ Zoysia Zoysia japonica TurfgrassSod SY 20
1 i ~ _ TaII Fescue Festucaarundinacea Seed LBS 72 ' -
Riparian Seed Mix* Seed L85 5 LINERMATERIAL-3'OC LinerMaterial"' Liners STEM 150
" / PLACE RIPARIAN SEED MIX WITHIN
DESIGNATED LINERAREA. / ° -
"Riparian Seed M ix (15lbslac)
- Name Scientific Name Percentage Common
7 SWEET SHRUB - 3 Gal. t Vir inaWild e Elymusvirginicus 25% 9 ry
rv - River Oats Chasmanthium latifolium 25%
' - Purple Love Grass Eragrostisspectabilis 25%
Blue Love Grass Eragrostiselliotti 25%
m m
u
NOTE: N Liner M aterial Good M ix of Species a
0 1. PLANT RIPARIAN SEED MIX IN DESIGNATED AREAS Common Name Scientific Name AS SHOWN AND FROM THE EDGE OF WATER TO
N BENCH CUT LIMITS. Virginia Sweetspire Itea virginica
m Summersweet Clethra alnifloia i Hazelnut Coryl us amen cans
a d Coral Berry Simphorocarposorbiculata DURHAM CE11iTRAL PARK
m
° 10 5 0 10 20 a'
SCALE ~FTJ
Nm

~ BACK OF CURB NOTES: MORTAR JOINTS y2" TO %g° THICK, Z
~ (71 FRAME GRATE AND HOOD O F..~ ~ X 1 SEE STD.NO. 840.03 USE CLASS B CONCRETE THROUGHOUT. F„i(A
C ~ ~ TOP ELEVATION USE FORMS FOR CONSTRUCTION OF THE 80TTOM SLAB, ~ }
, Q Z fie„ 1 -0 DEDUCT FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY, Q Q ~ •
D G7 O O PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" Z ~ _ ~ ~1 ~ fA i--i ~ C!3 V
O ~ Y Y ON CENTER. USE STEPS WHICH COMPLY WITH STD, DRAWING 840.66, O rn Z = ~ ~ USE TYPE "E" "F" AND "G° GRATES UNLESS OTHERWISE INDICATED, ~ J ~ ~ Z
H D A- ~ - - oo~=
O ~ C7 ~ m ~ USE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS ~ Z = rn D D rn OF SECTION 840 OF THE STANDARD SPECIFICATIONS. w Q Q LL z u
Z B IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB U ~ O Ur
2 ~ O O - - - - 8 8 x AS SHOWN ON STD. N0. 840.00. Q ~ Z H "D I" ~ MIN, MIN. , » F- I Z L!J
• O O FOR 8 -0 IN HEIGHT OR LESS, USE 8 WALL. OVER 8 -0 IN HEIGHT, USE fn ~ ~ O _ ~ Z 6" D 12" WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING ~ O H Q
~ ~ D MIN. 6 -0 QUANTITES TO BE ADJUSTED ACCORDINGLY. O N ~ DD z •H
~ ~ i CONSTRUCT WITH PIPE CROWNS MATCHING. ~ ~ ~ c e y ~
~ ~ PLAN tv H CA O X CHAMFER ALL EXPOSED CORNERS 1 ~ d ~
Z ~ _ DRAWING NOT TO SCALE. ~ W N SECTION X X r o
TOP ELEVATION
- - - _ _ FRAME GRATE AND HOOD TOP ELEVATION
SEE STD,NO. 840.03 STEPS - STD. NO. 840.66
1'-O" 8 8„ STEPS STD, N0. 840.66
MIN. MIN.
rn A x TOP ELEVATION Z _ _ _ Cr
~ A O pi o ~
W r ~ B 6.. ELI
o v' . E -?I O
N ~ = Z x H ~ ~
= G „ G CL N ~ 8.. 8 ~ a H
~ SECTION Y-Y Q 8 MIN. MIN. ~ m d
~ D IN. D 8 = Z M D MIN. 0
C ~ O RISER HL 6 d'
D VARIES MIN. ~ V In -I~ - - 6.. ~F. .
cn n 0 0'. o. o'. o.~. o.. o. Q ~ ~ MIN. ~ Q
= o ~o Z ~ CI: o e SECTION J -J o ° ° ~ ~ ~ ~ ° _
~7 MIN. „ Q ~ W D WHERE 30 TO 36 PIPE IS USED - ~ U
H SECTION M M ~ i E -+I „ „
-0 N H WHERE 42 TO 54 PIPE IS USED N
m Z WHERE 30" TO 36" PIPE I5 USED I = ~ r ~ RISER HT. ~
Z VARIES E H J m
~ J r J ~ ~
o ~ M z ~ , - B M ~ ~ ~ W
~ ~ A-
8„ I m
I ~ ~ Q I
~ I I ~
~ n - `-i -r ii ii
i i i i WHERE 42" TO 54" PIPE IS USED
SHEET 1 4F 2 DETAIL SHOWING METHOD SHEET 1 4F 2
OF RISER CONSTRUCTION PLAN PLAN
840.01 840.01

m Z o~ oN
H S H ~ -i EXPANSION JOINTS
H Z Q B" E-~ r- o , n ~ Q ~
~(A00 4 6 4-6 ZF-= DH ~ rr n H~ U
r0~-IN „ „ s 6 oc~ I'71 Z = ~ #4 BARS V STD. 840.03 FRAME, -1 ~ Z
H ~ D @ EQUAL SPACES 0 0 2
+n ~ 1 y „ 1 lr „ GRATE & HOOD ~ Z 2oDnm 2 2 WQ W=
-nZD 3 ~ I-UQO
f~~0 ~ \ Q CC C7 Z='DO~t ~ ~=~ZW nor ~ o
. ~ ~ H ~ ~ H J
Z fh N ch fn p~NQ ~ D w w ~ 6' - 0.. OC
DD R ~Q R ~Q z ,H ~ ~ ~ - a a PLAN ~ >
NH ~ ~N N CL~
O ~ ~ J LL ~ w w CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES C W D Z N m¢ m¢ ~ p
a o ~ d TOP ELEVATION r
~ w ~ w EXPANSION JOINT 8 m m USE ON FLAT GRADES 2~ AND UNDER
3'-0" ~ , DEPRESSED GUTTER LINE S 3 -0 EXPANSION JOINT o0
PLAN OF TOP SLAB SECTION S-S m ~
Z ELEVATION ~ o
r NORMAL CURB AND GUTTER ON LIGHT GRADES W
H Z
~ ~ H = TOP ELEVATION ;--NORMAL GUTTER LINE z W
N ~ ~N~ 8" E #8 "W" BARS 8° 8 ~ Q H
(p EXPANSION JOINT Q 7C ~ o 00 a
~ #4 BARS "V" „ USE ON GRADES OVER 20 ~ D s o
_ Z @3 EQUAL SPACES - - - - ~ - _ ~
O C DEPRESSED GUTTER LINE ~ V In ~ ~ „ „ ~ •
10 MAX ~ fi -0 7D Q E' ~ O EXPANSION JOINT C Q O
~ _ #4 BARS "U" 1 -0 ~ Z ~
1 %2 2 ~ Q ~ ELEVATION ~ ~
~ 0o D ~
H SECTION R - R NORMAL CURB AND GUTTER ON STEEP GRADES ~ a~ v ~ N H = N N
mN z N
O MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN BASED ON MIN. HEIGHT H WITH N RI E * ~ Z ~ ~ 0 S R) m
~ DIMENSIONS OF BOX AND PIPE TOP SLAB CU. YDS. CONC. IN BOX BRICK MA50NRY DEDUCTIONS J
O PIPE SPAN WIDTH WIDTH SPAN MIN. HEIGHT DIMENSIONS BARS-U BARS-V BARS-W T TAL TOTAL ONE PIPE O TOTAL TOP 80TTOM 0 BRICK MsNR, BRICK aNO Z
~ D A 8 C G H E F N0. LENGTH. N0. LENGTH N0. LENGTH LBS. SLAB SLAB CONC. INWALLB CONCRETE C.M. R.C. W „ ~ „ „ 12 3 -0 2 -2 2 -9 0.281 0.281 0.883 1,164 0.020 0.042
15" 3'-0" 2'-2" 3`-0" 0.281 0.281 0.963 1.244 0.031 0.047
1B" 3'-0" 2'-2" 3'-3" 0.281 0.281 1.043 1.324 0.044 0.065
24" 3'-0" 2'-2" 3'-9" ~ 0.281 0.281 1.204 1.485 0.078 0.121
n , n i u , u ~ , n , n , n , rr , n , rr 30 3 -0 2 -2 3 -4 4 -3 1 -2 4 -4 4 1 -6 3 4 -1 3 4 -1 45 0.147 0.374 0.521 1.606 2.217 0.122 0.184
36" 3'-0" 2'-2" 3'-10" 4'-9" 1'-8" 4'-4° 4 2' 0° 4 4'-1" 3 4'-1" 49 0.187 0.415 0,602 1.914 2,516 0.176 0.261
42" 3'-0" 2'-2" 4'-5" 5'-3" 1'-5" 3'-6" 4 1'-9" 3 3'-3° 3 3'-3° 36 0.135 0.373 0.506 2.152 2.660 0.240 0.371
48" 3'-0" 2'-2" 5'-O" 5'-9" 2'-0" 3'-6" 4 2'-6" 4 3'-3° 3 3'-3" 41 0.173 0,410 0.583 2.415 2,998 0.313 0.477
SHEET 2 OF 2 54" 3'-0" 2'-2" 5'_7" 6'-3" 2'-7" 3'-6" 4 3'-0" 6 3'-3" 3 3'-3° 47 0.211 0.448 0.659 2,806 3.465 0.396 0.595 SHEET 2 OF 2
S 4 0 ~ O 1 * RISER HAS ,321 CUBIC YARDS OF BRICK MASONRY PER FOOT HEIGHT 840.01

p
p m NOTES; MORTAR JOINTS 1/2" TO ~g° THICK. H ~ ~ ii n 1/8" THICK. Z
~ ~ USE CLASS B CONCRETE THROUGHOUT 'E THROUGHOUT. O UJ H }
~ H Z USE FORMS FOR CONSTRUCTION OF THE ICTION OF THE BOTTOM SLAB. F- Q
D N O O DEDUCT FOR PIPE(S) FROM TOTAL CU. rH~'i~(I) pR IOM TOTAL CU. YDS. OF BRICK MASONRY. Q Q ,
m O -H ~ OVIDE ALL CATCH BASINS OVER 3 -E H Z ~ 2 D ON CENTER. USE STEPS WHICH COMPL' TINS OVER Z 3'-6" IN DEPTH WITH STEPS 12" F„{~ C7 U WHICH COMPLY WITH STD. DRAWING 840.66. LL J O H
O O ~ n -I ~ CONCAVE TOOL ALL EXPOSED MORTAR JI SED MORTAR JOINTS. 00 = Z
_ ~1 D D m USE BRICK OR CONCRETE BLOCK WHICH =U) BLOCK WHICH COMPLIES WITH THE REQUIREMENTS W Q Z W "
Z a0 ~ OF SECTION 840 OF THE STANDARD SPI 2~OQ STANDARD SPECIFICATIONS. V Q O =
Z H ~ F-'rl IF REINFORCED CONCRETE PIPE IS SE' • O O H A5 SHOWN ON STD. N0. 840,00, 'E PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Q C7
~ _ ~ Z FOR 8'-0" IN HEIGHT OR LESS U E 840.00. f- = H- Z H O I- O W
~ X S 6 ~ D D - - - X 8'-0" TO i6'-0" IN HEIGHT USE 8" WAI LESS USE 6 WALLS AND BOTTOM SLAB. OVER W H J iHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O N Q
D ~ QUANTITIES ACCORDINGLY, .C~ Z H
(n O ~ CONSTRUCT WITH PIPE CROWNS MATCHIP ROWNS MATCHING. N I- >
Z ~ N m CHAMFER ALL EXPOSED CORNERS 1 , D_ O H )RNERS 1". W
_ _ DRAWING NOT TO SCALE. T_ 0
* INCREASE THE SIZE OF THE 6" OPENINI ENGINEER BY ADDING 2" TO THE WALL I -HE 6" OPENING TO 8" MAX., AS DIRECTED BY THE TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY,
y Y
m F Oo PLAN Z z TOP SLAB co
G oc W TOP 4 = ELEVATION 6"* Q a
T P TOP ELEVATION ~ N 0 SLAB 2ND OPENING LL
H ,rn ~ H H IF REQ'D. 1 C.
N 2 OPENING 6"*
e" - Z W B H Z ui CL
Z ~ n 8„ H J H a o. a
~ D a _ ~ C? z ~ A ac y - p H
c 3 p B" = Q
~ D o ~ _ C ~ ? 00 p m ~ J dp ~
~ r' p ~ W
. Dp
N ~ - ~ ~ z v cc Q E. _
~ D H r N - 0~ Q
~ Z ~ SECTION X-X rn m H SECTION Y -Y Z v : Q
Z MIN. DIMENSIONS AND QUANTITIES FOR CATCH ~ BASIN (BASED ON MIN. HEIGHT, HJ = N HEIGHT, H) C/) r
~ DIM'S OF BOX & PIPE REINFORCING F„~ N -1.1 SLAB CU, YDS, CONC. S. COND. TOTAL BRICK DEDUCTION DED. F-1 E V D ON W
O PIPE SPAN WIDTH HEIGHT BARS - X BARS - Y TOTAL DIMENSIONS IN BOX BOX 611 THRO T J F••~ J MASONRY ONE PIPE OPENING C7
~ D _ ~ A B H N0. LENGTH N0. LENGTH LBS F G TOP SLAB BOT. SLAB TOTAL SLAB TOTAL PER FT. HT, TOT. FOR H G.S. z
y 12 3 -6 2 -3 1 -10 5 3 -4 7 4'-7" 28 4'-10" 3'-7" 0.214 0.321 0.535 R.C. CU.YDS. Z W .321 m 0.535 0.350 0.656 0.020 0.037 0.043 H
15" 3'-6" 2'-3" 2`-1" 5 3'-4" 7 4`-7" 28 4'-10" 3'-7" 0.214 0.321 0.535 .321 0.535 0.350 0.744 0.031 0.059 0.043
18" 4'-0" 2'-8" 2'-a" 6 3'-9" 8 5'-1" 36 5'-4" 4'-0" 0.263 0. 395 0,658 395 0.658 0.395 0.938 0.044 0.081 0.049
24" 4'-O" 2'-8" 2'-t0° 6 3'-9" 8 5'-1" 36 5'-4" 4'-0" 0.263 0.395 0. 658 395 0.658 0.395 1.136 0.078 0.134 0.049
30" 4'-Q° 3'-6" 3'-4" 6 i n i u i it i u 4 -7 10 5 -1 44 5 -4 4 -10 0.318 0.477 0,795 ,477 0.795 0.436 1.472 0.122 0.199 0.049
36° 4'-6" 4'-0" 3'-10" 6 5'-1" 11 5'-7" 52 5'-10" 5'-4° 0.384 0.576 0,960 ,576 0.960 0.485 1.879 0.176 0.278 0.056
42° 5'-0" 4'-6" 4'-4" 6 5'-7" 13 6'-1" 65 6'-4" 5'-10" 0,456 ~ 0.684 1,140 ,684 1.140 0.535 2.340 0.240 0.371 0.062
SHEET 1 4F 2 48 5 -0 5 -0 4 -10 6 6 -1 14 6 -1 71 6'-4" 6'-4" 0.495 0.743 1 .238 743 1.238 0.559 2.725 0.313 0.476 0.062
SHEET 1 OF 2
84x.05
840.05

p m 1 i2"CLR. Z ON
H ~ w H } F-
<;H ~ i--i Z < 3/4 RAD. Z~2
Dcnoo
~~m7°cn ~-i o 0 LL JH
mo Hz-I=D ° 3 00U) /4 DIA. SMOOTH BAR = z
~ ~ ~ ~ 0o nm a LiJaZL2
=mDD ~ Z ~ fn ~ ro ~ L) 0 ao 2 311 X 1/4~, THICK a O
200 ~ zH-~~~ m ROUND OR SQUARE F- _ Z w
ooH ~r a CUT WASHER N F LL 0 J
n2~Z 12" n ~ ~ g~~ 12 c~ =0~a O U) pC 2 - HEX NUT Z . H
DD w
-G -H ~ ~ H ~ _ N 6„ a N
O ~ Z N win
DETAII r ~ DETAIL OF HANDLE
w
1 ~2'~ CLR .
1 /2 #3 BARS "X" 11/2 CLR.
CLR. EQUALLY SPACED
F
N
PLAN ~ m W
W Z Z PRECAST OR CAST IN PLACE TOP SLAB = COUNTERSINK PART WHERE HANDLE IS LOCATED 1" 0 G.
~ ~ N r AND ALLOW HANDLE TO MOVE VERTICALLY, H H
r H F n '3. C7
J ~ ~ n ~ 4 BAR "Y" HANDLE ~1 PIPE SLEEVE Z LU Wa
N 2 # S ~Z JH
n N Z ~ aHaa ~y
a v D r 1" PIPE SLEEVE X 3" LONG, ? ~ -co Q
_ z ? m
~ no c3 Jt
~ D PART c ~ .p r. p #3 BARS X PART SECTION a n
~ W EQUALLY SPACED ~ THRU COVER 1 LR . THRU COVER SHOWING HANDLE ?
p 1 /2 C N ~ a _ 0 ~
N _ ~ ~ SECTION V V H H ~ F- Q co Z V
r ~ ~ Z E...i Q= N
rnm z U) r
H W V
~ N H ~1 ~ J J H C3 C~
~ O '0 Z Z
= 70 1 #4 BARS Y 1 „ I'll 1 /2 CLR. 1 /2 CLR. N EQUALLY SPACED W m N
~ #3 BARS "X"
SECTION W-W
SHEET 2 aF 2 SHEET 2 OF 2
840.05 840.05

D
orn
H ?
? ,'?
?H Z
D?OO
r~m?'cn
m? ?-?
?-? z -I = D
?O?n?
=mDDm
Z?
_ ? ??
z???-n
? ? H
n2?Z
' ??D
DD
??
? H ?
o ?
Z
n Z
? ?
r
Z CZ'> v?
v ao =
my
cmD
7G z
W ? D
? ? p
C? ?
? C ?
z
? ? ?
m„
??
SHEET 1 4F 3
846.01
?2rr RAD. prr 2r-prr
E. .I.
? 3 rr RAD .
1/8 rr RAD .
? ?.
O
a'
.. ,
• ? ??? ?
??
2'-6rr
2' - 6" CURB AND
GUTTER
rr u
1/g" RAD . 9 9 3/ „
4 RAD.
c? 1/ " RA
8 D.
N ?-
o• ?
tV '. p ? ?
?- '?? ?
? o.
o ?
13/ " RAD
4 1 r - rr
6
1'-6" CURB AND
GUTTER
4'-prr
PROPOSED
2'-0" 2'_p?? EDGE OF
PAVEMENT
2" RAD.
" RAD. i
? •L
O = .u'.
? ?? '?
r G .
N o.
T
Q?.
?c
r
N /. rr
r ? 13/4 RAD
v
...
9n
9"X12"OR1"
8
PAVEMENT
PAVEMENT SURFACE
SURFACE ' ?/g" RAD. 3??
14°
OC . o .
rr ?
1 t0 (; ?.° . rr
2
8" X 12" OR 18"
CONCRETE CURB
? ? 4?r B" r n
2 -4 MIN. 1 rr
°.. / RADIUS
rr ? . o . 8
12 ?.... ..? ,?,.... ?... .
06. ? . ? ??. 7 ?
.. . o.. , . o? :. 4 .. o• .:o:. ? o • .?... 0 5
EXPRESSWAY GUTTER
SHOULDER BERM GUTTER
CONCRETE CURB
2" RAD.
c? rr
? 1/ ?
44°
co
0
1"
$,r
8" X 6" MEDIAN
CURB
SECTION VIEW OF CURBS OR CURBS AND GUTTERS
GENERAL NOTES: FILL 3/ " x 1" DEE
8 P
-PLACE CONTRACTION JOINTS AT 10` INTER GROOVED OR SAWN
VALS, EXCEPT THAT ?
A 15 SPACING MAY BE USED WHEN A MA JOINT WITH JOINT
CHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE F SEALER
ORM CAN BE OBTAINED
WITHOUT THE USE OF TEMPLATES AT 10'
INTERVALS.
-JOINT SPACING MAY BE ALTERED IF RE
QUIRED BY THE ENGINEER.
-CONTRACTION JOINTS MAY BE IN °??
STALLED WITH THE USE OF
TEMPLATES OR FORMED BY
OTHER APPROVED METHODS. ?.
CONSTRUCT NON-TEMPLATE FORMED J 1 '? .?
DINTS A MIN. OF 1 /2 DEEP. .? ??
-FILL ALL CONSTRUCTION JOINTS EXCEPT .°?•..
IN 8 x6 MEDIAN CURB,
WITH JOINT FILLER AND SEALER. PROP
OSED
PAVEMENT
SURFACE
o.
0
.o
o.?
• o •.
-SPACE EXPANSION JOINTS
AT 90 INTERVALS AND ADJACENT TO CURB & GUTTER ? PROP.
ALL RIGID OBJECTS.
JOIN PAVEMENT
T
LONGITUDINAL JOINT
%8" RAD
2r-prr
1'-p"_ 1r-prr
?J.. ?
;. .. ,?? °o. rr rr
..6.MIN::?. 7
J ??,• ?'.
VALLEY GUTTER
DINT SEALER
GUTTER
SURFACE
?- ?, f
?2" ? JOINT FILLER
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
SECTION VIEW OF JOINT
1/8" RAD
o.
a ?. ? p ',
o.. o•
. ?.o . a.
D• 0? ?? ?. ?o' ? .??
Z
oN
H }
F- Q
QQ? .
z?=
r--r ? (? V
L? JOH
Opa2Z
??
WQZ?
I-UQO=
Q ? ?
F-2?Z~
'^ L O W
VJ f?--I."H J
o?cnQ
Z ,H?
J ?. >
? H
w?
o
o ?C
?- W
? H GC
? ?7 F
p ^ C7
m
? _ ?
o V 00
z ?
F W ?
? W ?
= OC D
,?., V Z
Boa
Z?
w
SHEET 1 aF 3
846.01
om
H ?
??
?H Z
Dcn®o
rH-n?0cn
m? ?-?
HZ?=D
?o?n?
=mDDm
z?
=cnpo
?H?r?l
OOH
n'=?Z
??D
DD
??
? H
O ?
Z ?
Cf z
O ?
r
Z n ?
v ?o =
m?
n??
7C0 m z
? ? D
C
f? 7D o
C? ?
1 L7
H
C Z
m„
?o
.02 0
'3S
• .06 .0
6
. ?. .
12" .10
7"
.02
?'
4 .05
.05
a .
12" • 09 rr
7
.02 0
-33
.04 .04
o ?. o
12" .08 ..
7
.02 0
°32
.03 .03
c '.
. ?. .
12" .07
7"
.02 0.
3r .02
o ? , . 02
0
12" .06
7"
.02 0
'30 .01 .01
c?
?? .05
12 rr
7
.02 0, -.05
25 -.04
o ? a
rr .00 rr
12 7
SECTION VIEWS OF
EXPRESSWAY GUTTER IN SUPER ELEVATION
HEET 2 aF 3
846.01
t° ? / . 01 .03
-?
?. G ? . r
i? ?o ..°?? ? .. .
... a.
.03 ?
is .02
??
? ?? :? ?'
o? o' ?
? ? / . 03 . Q1 ?
? o'. ? o ?
. o .•
. 01 ?
? .04 .00
?_
? ? ?
o'
,.00,
co . 05 / . 01
. o ?-
. `' ? .? ??
? '?• :? r
a '. o
/ ,01
2?_6„
Z
ON
H }
? Q
QQ?
z~=
H?C'3V
LLJ?H
00?2Z
??
wQzw=
F-UQO
Q ? c?
F-2?'ZH
? F- O w
??HJ
OOfAQ
z H ?
F- ?
J ? H
? W?
r 0
O ?
wW
? i- oc
???
Q c7 ?
? ?
o ^ C7
Q
0
Z
Q
N
H
J
Z
w
m
v
W
H
W
U
Z
O
V

m
ac
v
0
z
SHEET 2 aF 3
846.01
.02 0.
29 .00
00
??. o• -
„ .04
12 7..
.02 0,2
7 -.02 -.01
•° o
rr .02 n
12 7
.02 0,2
5 .,04 -.02 NORMAL
O' ? ' , ? O' ? CROWN
12" . 00 rr
7
.02 0.
25 -.04 -.03
?o
.oo „
12 7
.02 0, -
25 -.04 .04
?.
??
u .00 „
12 7
BERM VARIES 2'-0" 2'-0"
8' - 0" NORMAL
i? . 06 / . 02
?_
?' ? :?
/. 02
io .07 ?_
??
.? o.
(D a . ? n
a ?. '. o '.
/.03
co ? ?. ?o . 08 ?4
L
? a '. o ?
. . . • ? . . .
/. 04
/.05
..? ?
io . 09
? ? ? •? ? ?
iD • a ? c f?
. ?- .
/. 05
. /.06
co .10
? ?
? _ O o
? ?
. .. ?
1.06
SECTION VIEWS OF
CURB AND GUTTER SUPERELEVATION RATES
om
H ?
C ?
? H Z
D??o
m~?170t?
m? ??
HZ-I=D
oo???
=mDDm
y
2U0?
ZH?r?-I
. oo?
C'i=?Z
??D
DD
??
? H
O ?
Z .
C> z
O ?
r
Z C? ?
vim=
m ?,
c? -i ?
cmD
?o Z
W C D
? ? O
W
?y ?
C
? ?
H
C Z
m -?
?p o
A ?.. ICI _ A ? ?
PAY
LIMITS
IN RADII ,rz}_ __
"
?'
'
Y
,
,
?
"
;; '
?
,
,;
' ? ?
_
,
/
?? ?,
,
r
? Y
, ? ?
/
l
i
? ? ?
'V
r>'r; ;>

;?%'°;y'
?
?,
?
v
.
,?
?-A
CURB AND GUTTER OR AS
DIRECTED BY ENGINEER
2'-D11
4'-0"
TRANSITION
-- ^"?` PAY LIMITS
,t- ?, -
?`' ?'' ^ IN RADII
i
??
?1^ ^' ?? ?
„?,, >
??,,,,,;
;???; '?°
`?`';,'
RADII SEE
PLANS)
GUTTER
APRON SLOPES U
2'-D1/
2'-O°
1
? FACE OF CURB
Z
oN
H }
? Q
Q¢?
z?=
HOC(?U
ILJ?H
oo?=z
?N
wQzL?
?UQOr=R
Q ? V
F'- = f - Z I--I
cn? oW
CL?'HJ
O ?fA Q
z ,?°C
J F' ?
' ? H
W?
-
DRIVEWAY WITH EXPRESSWAY GUTTER TRANSITION DRIVEWAY WITH 2'-6" CURB AND GUTTER
PLAN VIEW OF TYPICAL CURB AND °
GUTTER OCCURENCES ?
VARIABLE - 10' SUGGESTED
A

VARIABLE - 10' SUGGESTED
PLAN VIEW OF TRANSITION
EXPRESSWAY GUTTER TO 2'-6" CURB AND GUTTER
iEET 3 OF 3
846.01
CO
z
H
Q
r n r u n r rr
2 -0 2 -0 15 2 -o s,r 2r_arr p
? 0.04 p
Q
r? rr ? .. err
7 6 7 p
?+ SECTION A-A SECTION B-B SECTION C-C Z
f' P r n Q
EX.RESSWAY GUTTER TRANSITION GUTTER 2-6 CURB & GUTTER I-
JOINT SEALER JOINT SEALER (q
%g" RAD SURFACE OF ?jg" RAD SURFACE OF H
GUTTER GUTTER J
VARIABLE ?
C w
yp'-'-II? JOINT FILLER 1" ?%"
2
EXPANSION JOINT CONTRACTION JOINT
NOTES:
-IN THE TRANSITION FROM 4'-0" CONCRETE EXPRESSWAY GUTTER TO 2'-6" CONCRETE
CURB AND GUTTER, PLACE ?2" EXPANSION JOINTS AT 25' INTERVALS.
-PLACE GROOVE JOINTS 1" DEEP AT 12'-6" INTERVALS BETWEEN EXPANSION JOINTS.
-FILL AND SEAL THE TOP %p" OF THE EXPANSION JOINTS AND 1" OF CONTRACTION
JOINTS WITH APPROVED JOINT SEALING COMPOUND.
W
F- oC
H W
? H
? H
??
m
? ?
V 00
OC
W ?
I- V
W
? D
V Z
Za
0
v
SHEET 3 OF 3
846.01
(A5 SHOWN
ON PLANS)