20090125 Ver 2_Site Plan_20101115

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PUBLIC WORKS CONDITIONS OF APPROVAL
1. All sizes, materials, slopes, geometry, locations, evaluations, ~
extensions and depths for all existing and proposed streets and ~
utilites (waterlines, sanitary sewer lines and storm drainage =
conveyance systems) shall be designed to the specifications set ~
forth in the design criteria and standards of the Public Works a
Department and be subject to review and approval by the Public
Works Department at construction drawing submittal. a
'~A 2. The designing professional (a NCPE, NCPLS, ar NCRLA - as ~
required) will submit 3 sets of construction drawings to City Engineering for review and approval before starting construction z o
(see Construction Plan Aprroval Process). NOTE: The approval of ~ ~~~~~~u
construction drawings is separate from site plan approval. ~
3. As-built drawings shall be approved prior to water meter and Z
sanitary sewer service connection installations and prior issuance Z
of a certificate of occupancy. Q ~~~~C~~p.~
4. A NCDOT Driveway Permit is required. a u u u
PROJECT DATA DURHAM GENERAL STANDARD NOTES 0 t7
OWNER COUNTY OF DURHAM 2. STREAM BUFFERS; foot wide undisturbed Durham stream buffer, 21 TREE PROTECTION NOTE UDO SEC. 8.3.2E :Tree rotection fencin mu; ( ) P 9 200 E. MAIN STREET measured from top of bank, each side of stream. No clearing or place prior to any demolition, land disturbance, or issuance of a fencing must be in ~ 111 West Main Street of a GENERAL CONDITIONS OF APPROVAL W Durham, N.C.277Q1
DURHAM, NC 27701 grading other than selective thinning and ordinary maintenance of grading permit and shall include warning signs posted in both English Both English and SIDEWALK NOTE: z p 919.6$2.036$
existing vegetation permitted, except in accordance with 15A NCAC S apish, as follows; "No Tres assin Tree Protection P P 9/
TAX MAP REF 429-02-018 028.233 6 Ve etation Mana ement. No structures or features re uirin PIN REF 0719-03-01-7172 g 9 q 9 Area/Prohib~do Entrar / Zona Protectora Para los ,4rboles. The location of the sidewalks shown an this plan is schematic. A ~ f 919.6$$.5646
grading or construction may be built within the 10 foot stream buffer City of Durham and/or NCDOT encroachment permit is required w www.cjtpa.com
setback. Any use allowed by Section 8.5.5 of the UDO shall be 22. ROOT PROTECTION ZONE (UDO SEC. 8.3.2): Equals one foot of radius ~t of radius for every prior to any construction. After obtaining the required permits,
designed and constructed to minimize the amount of intrusion into .the inch of diameter of existing trees, or six foot radius, whichever is grey Never is greater. No please contact the City of Durham Engineering Construction ;d with both tree Inspection office at 560-4326 for apre-construction conference
SITE ADDRESS 6806 GARRET ROAD stream buffer and to minimize clearing, grading, erosion and water disturbance allowed within this area. Area must be protected with both and field visit prior to any work on the proposed sidewalk.
ualit de radation. UDO Section 8.5.5 B G and E . protection fencing and warning signs. q Y 9 ( ) EXISTING SITE AREA 55.74 AG
PROJECT AREA 315,435 Sf,• 7.24 AC 3. FOR SITES CONTAINING WETLANDS: State and federal permit authorization 23. PROTECTION OF EXISTING VEGETATION UDO SEC. 8.3,2D : At the start ( ) 4t the start of DRIVEWAY PERMIT NOTE:
may be required from the NC DEHNR, NC DWQ, and the U.S. Army Corps grading involving the lowering of existing grade around a tree or stripp EkiSTING ZONING RS-20 & RS-f0 of Engineers prior to the commencement of any land disturbing activities of to soil a clean shat vertical cut shall be made at the ed e of t ree or stripping NCDOT Driveway Permit required prior to construction. Contact
WATERSHED OVERLAY DISTRICT P ~ P~ 9 F/J-B an or near a lake, stream, areek, tributary, or any unnamed body of tree save area prior to or at the same time as silt fence and other ~e edge of the NCDOT at 220-4750 for requirements. and other UTILITY NOTES:
RNER BASIN CAPE FEAR water and its adjacent wetlands. UDO Section 8.9.2 erosion control measures are installed. The tree rotection fencin shy 1 ( ) P 9 7 fencing shall
DEVELOPMENT TIER SUBURBAN be installed on the side of the cut farthest awe from the tree trunk Y tree trunk A Utility Mainline Construction permit is required prior to the
16. LANDSCAPING/C,O. STANDARDS NOTE: All landscaping must be in place prior to and shall remain in place until all construction in the vicinity of the CURRENT USE SCHOOL re west for a Certificate of Com Hance. Contact Durham Cit city of the installation of each utility. All utilities shall submit plan drawings
PROPOSED USE SCHOOL NEW ACCESS DRIVE q P Y trees is complete. No storage of materials, fill, or equipment and no gent and no and applications to the City Engineering Division.
( ~ Count Pfannin De artment Site Ins ection staff for ins ection. Y 9 P P P trespassing shall be allowed within the boundary. of the protected area. ~tected area. STORMWATER DRAINAGE EASEMENT NOTE (WIDTH DETERMINED AT
EXISTING IMPERVIOUS SURFACE AREA PRE 1994 15.038 AC ALLOWABLE LOW DENSITY 24q OPTION 19.768 AC _ 25, UDO SITE LIGHTING NOTE (UDO SEG. 7.4): Measures shall be provided t ~e provided to prevent CONSTRUCTION DRAWINGS):
( ~ 17. LANDSCAPE RE INSPECTION FEE: Each landsca ing compliance inspection after TOTAL POST 1994 IMPERVIOUS INCREASE 0.869 AC p fight spillover onto adjacent properties and glare toward motor vehicle rotor vehicle operators Centerline of foot wide public storm water drainage easement.
the initial inspection will incur re-inspection fee, starting at $100 + 4~ and shall be indicated an the site Ian. Exterior li fits shall be shield (INCLUDING THIS PROJECT) P 9 7a11 be shielded so tht Ownership of and responsiblity for improvement and maintenance of
TOTAL IMPERVIOUS 15.907 AC technology surcharge, Each subsequent re-inspection will increase by X100 + they do not cast direct light beyond the property line. In accordance accordance with these storm water facilities in this easement remains with the current Project:
4% exam le 1st-$104, 2nd- 208', 3rd- 312, etc . Pa inept must be received standards: ( P ~ ~ ) Y by the Durham City County Planning .Department prior to re-inspection. a. The maximum illumination at the edge of the property line adjacer owner. If the property is within or becomes a part of the City, the
residential zoning is 0,5 foot candles. line adjacent to easement and access points to the easement are subject to the JORDAN HIGH terms and restrictions stated in the "Revised Declaration of Rights
TOTAL DISTURBED AREA 6,75 AC b. The maximum illumination at the edge of the property line adjacer line adjacent to and Privileges of the City of Durham in Storm Water Management ,SCHGGL
18. Street Tree Note for all Preliminary and Final Plats Where Trees will be nonresidential zonin is 5.0 foot candles. Facility Easements" recorded in Real Estate Boak 2298, Page 208, ACC+EJ~S DRIVE
REQUIRED PARKING 95 CLASSROOMS AT 6 PER CLASSROOM = 570 Planted: Street trees meetin the re uirements of Section 9.6.4 of 9 8500 SF AT 1 PER 300 SF = 29 g q c. The maximum illumination at the edge of the property line adjacer line adjacent to a which document is incorporated herein. This easement and the
the UDO shall be planted before a Certificate of Compliance is issued, street rs 5.0 foot condles. TOTAL REQUIRED = 570f29 = 599 unless the lantin has been ost oned in accordance with the Revised Declaration do not create the obligation to provide public
P 9 P P d. The level of iNumination as measured in foot candles at any one at any one paint shall- maintenance. No building, structures, fills, embankments or
EXISTING PARKING 523 SPACES rNCiuoiNS caacESSroN P~axiNC uuo~z corrsTRUCrroN requirements of Sec. 9.11.2, Extensions for All Other Development. meet the standards in the table in UDO Section 7.4.3A with minimum ( ~ maximum levels measured on the pavement within the lighted area. :h minimum and obstructions permitted within the easement except according to those ited area, terms. 6806 Garrett Road
PARKING ADDED it SPACES 19. UNDISTURBED LANDSCAPE BUFFERS; foot wide undisturbed landscape e. The maximum hei ht for directional or full cut-off li htin fixture ~hting fixtures (fixtures Durham, NC 27707
PARKING REMOVED g g g 11 SPACES buffer. No clearing or grading other than selective thinning and ordinary designed to insure that no light is emitted above a horizontal line par ntal line parallel to the TRANSPORTATION NOTE:
maintenance of existing vegetation permitted. round shall be 30 feet above ra e. 9 ) 9 d TOTAL PARKING AFTER IMPROVEMENTS INCLUDING NEW f. The maximum hei ht for non-directional li htin fixtures which are By referencing roadway improvements on the plan, the applicant Durham County
TOTAL PARKING PARKING IS 523 SPACES. - g g g ;s, which are defined as agrees to construct said improvements prior to the issuance of any North Carolina
20. CONSTRUCTION IN PRESERVED TREE CONVERAGE AREAD (UDO SECTION fixtures designed to Allow light to be emitted above a horizontal line ~ izontal line parallel to certificate of occupancy in a manner that will allow them to function
the ground, shall be 15 feet above grade. This must be verified by f 8.3,1 D.5): verified by field survey as noted an the plan and in accordance with NCDOT and City of
8 A.)Preserved tree covera e areas shall not be used for active recreational (by use of photometric survery} prior to the Certificate of Compliance REQUIRED ADA PARKING )0 g issued. All of this information uncludin details wiH be re wired o b Compliance being Durham standards and policies. This includes (where appropriate) but DURHAM PUBLIC SCHOOLS equired on building is not limited to: adequate transition tapers, alignment of lanes BOARD OF EDUCATION
EXISTING ADA PARKING purposes, except for walking paths and foot trails. constructed with 9 ~ q n through intersections, associated signal modifications, pavement 513 CLEVELAND ST.
_ minimal disturbance of tree roots: and ex~sitng vegetation provided a plans prior to issuance of building .permit, N/A NO NEW BICYCLE SPACES e 'stered orb r'st hds ce ti led hat the constr ction of the trail has markings, associated signage, curb and gutter, coordination with other DURHAM, NC 27701
REQUIRED BICYCLE SPACES ARE REQUIRED WITH THIS PROJECT. r g~ o r r f t u A I A been desi ned to minimize im act to the exisitn trees. No tree over 30. S N T RY SEWER EASEMENTS: EXISTING SPACES TO REMAIN. g P g Cit :See Public Works Standard Notes, below. proposed roadway improvements and bike lanes. The applicant also g19-564-2000
10 inches shall be removed for the construction of trails. Site plan accepts the financial responsibility far acquisition of any additional
a royal is re wired for construction of trails in reserved tree covera e County: Centerline of foot wide County of Durham Sanitary Sewei PP q P g Easement. Sub'ect to terms stated rn the Declaration in Real Estate anitary Sewer right-of-way necessary to accommodate these improvements and any Real Estate required sidewalk construction." OWNER:
REQUIRED TREE COVERAGE 10q OF PROJECT AREA = 31,544 SF areas. ~ TREE COVERAGE PROVIDED FOR THIS PROJECT 32,000 SF = 10.14% OF PROJECT AREA A I bu' t k Book 1626, page 145. No structures, fill, embankments, trees or trees or COUNTY OF DURHAM
B } I ildings shall be se bac at least 10 feet from the edge of any obstructions permitted within the easement except according to those "g to those 200 E. MAIN ST.
REQUIRED LANDSCAPE BUFFERS preserved tree coverage area. terms. 30' (DEVELOPED PROPERTIES) C. Utilit lines and draina e channels shall be minimized within the root
ALONG NORTH PROPERTY LINE ~ ) Y 9 ( ~ 20 (UNDEVELOPED PROPERTIES) protection zones of the trees to be saved. Preferably such facilities LIST OF SHEETS SPECIAL CONDITIONS OF APPROVAL DURHAM, NC 27701
0 (NOT ADJACENT TO PROJECT) should be located adjacent to drvewa s and in row in s allowed b J Y 9 P 9 Y
BUILDING SETBACKS 25' STREET FRONT sound engineering practices.
SIDE YARD t0 MIN EACH-21 MIN BOTH SIDES CD-O.O COVER SHEET 1) PARKING LOTS AND WHEN NO BUILDING PERMIT IS REQUIRED. Owner / developer shall notify the Durham City County Planning Department Site PIN: 0719-03-41-7172
25' REAR CD•1.0 OVERALL EXISTING CONDITIONS Inspection staff at the completion of construction and landscaping to
request an inspection prior to use of the facility.
CD-2.0 S TE NOTES DETAILED EXISTING CONDITIONS
1 80UNDA Y & TOPOGRAPHICAL INFO PROVIDED BY COULTE JEWELL THAMES PA' 02-12-2009. CD•3.0 DEMOLITION PLAN OF EXISTING STRUCTURI R R , ~RUCTURES 2) The stormwater design details for this project shall, at a minimum,
CD-3.1 DEM TI N P OLI 0 LAN FOR WETLANDS & STREA ~c STREAMS be governed by the standards of the Novermber 2006 City of Durham
z 4 CD-4.0 Reference Guide for Development. Non-compliance with any of tese minimum standards shall render the approval of such items null and ~,~~``"~iCq~~r`'fi,
SITE PLAN A ES RD. void. It will be the responsibility of the awnder to correct any
CD 4.1 GARRETT RD. ROW IMPROVEMENTS Z S deficiencies noted during the life of this project to the satisfaction of ; d~
W CD-5.0 GRADING PLAN a the City of Durham.
"OOSTDp CD-5.1 ACCESS DRIVE HORIZONTAL ALIGNMENT SEAL - VMENT 3) Prior to the issuance of construction drawing approval for Garrett to~~.~°re•~
ROgp
D- .2 C 5 PLAN & PROFILE RESOURCE ORDINANCE COMPLIANCE Road Improvements: Required Dedication of right-of-way along Garrett ••,F,y ~ . GINS
CD-5.3 PLAN & PROFILE GaarretthRalad~mrravements.heA pparovaafothearecorde'dn at mgt be the ~,,'~,~~'~CL(Ah~~~~'~\\
1. FLOODPLAIN PROTECTION. THE SITE IS NOT AFFECT BY A MAPPED FLOODPIAIN ~ s~TE a CD-5.4 PLAN & PROFILE submitted with the final construction drawings. P x,11""""'`~~\
ACCORDING TO FIRM MAP 3720071900) (MAY 2, 2006). 2. STREAM BUFFERS: AN INTERMITTENT STREAM IS SHOWN ON THE PLANS. ~ CD•6.O ER I N TR L P
W OS 0 CON 0 LAN 3. STEEP SLOPE PROTECTION: THERE ARE NO STEEP Si_OPES, AS DEFINED BY THE ~ 4) The Gity of Durham Planning Director is to be notified immediately if
DUR M ZONING ORDINANCE ON THE SITE. CD•6.1 EROSION CONTROL DETAILS NA any plant materials located within the Duke Power easement that are
4. WETLANDS: WETLANDS AND WETLAND BUFFERS ARE SHOWN ON THE PLANS CD-7.O LIGHTING PLAN also being utilized to satisfy any ordinance requirement are disturbed.
5. TREE COVERAGE AREA: TREE COVERAGE IS REQUIRED ON THIS SITE SEE SHEET SD-8.2 FOR CALCULATIONS AND LOCATION OF TREE COVERAGE CD-8.0 LANDSCAPE PLAN -DUKE EASEMENT LOT AI NT LOT AND NORTH BUI:FER These plant materials are to be replaced immediately upon completion of
ASSOCIATED WITH THIS PROJECT. any maintenance or work within the power easement.
o• CD-8.1 LANDSCAPE PLAN -SOUTH VEHICULAR ACCT Q ILAR ACCESS NOT RELEASED FOR CONSTRUCTION
~ENNOx BISCAYNE ROAD CD-8.2 STREET TREES AND TREESAVE CALCULATIC ~P LCUI.ATIONS APPROVAL STAMPS
AvENUE e~ CD-8.3 LANDSCAPE PLAN - BIORETENTION POND POND .lob Number: 0819
°fi CD•9.0 BMP LAYOUT AND GRADING PLAN
on Drawn SCP
m ~ CD•9.1 BMP UNDERDRAIN SYSTEM Ghecked~CNH _ Date 1 2 24-2010
SCOPE OF WORK ~ x m 'n ~ GD-9.2 BMP CROSS SECTION A-A Revisions 10 15-2010
pc o N 5a CD-9.3 BMP CROSS SECTION B•B
* NEW ENTRANCE AND ON-SITE DRIVEWAY TO ACCESS STUDANT AND PARKING LOT AND HYRUM ao. CD-9.4 BMP CROSS SECTION C-C DROP OFF AREAS CURRENT STUDENT PARKING ACCESS AND DROP-OFF AREA CLOSED
CD-9.5 .BMP CROSS SECTION D-D
* NEW PARKING AT NORTH SIDE OF SITE NEXT TO TENNIS COURTS. CD-~.6 BMP DETAILS
V~INITY MAP NOT TO SCALE * CD-9.7 BMP DETAILS
NEW LANDSCAPE BUFFERS
CD-10.0 ACCESS ROAD CROSS SECTIONS * ROAD WIDENING
CD•10.1 ACCESS ROAD CROSS SECTIONS
* SIDEWALKS CD-10.2 ACCESS ROAD CROSS SECTIONS Construction Plan submittal
D•1 . C 0 3 ACCESS ROAD CROSS SECTIONS sheet Title:
CD•10.4 TRAFFIC CIRCLE CROSS SECTIONS i
CD-10.5 GARRETT ROAD CROSS SECTIONS
CD-10.6_ GARRETT ROAD CROSS SECTIONS COVER
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CD-17.0 DETAIL SHEET 01 IV-E-- I
CD-17.7 DETAIL SHEET
CD-11.2 DETAIL SHEET sheet Number
CD-11.3 DETAIL SHEET MINOR SITE PLAN CD-0.0
CITY CASE NUMBER D09.00066 COD FILE D09-00066
CD-11.4 RETAINING WALL DETAILS

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t ~ ' ; , _ t~ ~I COUN I Y OF DURHAM ~ ~ ,STORM RIM 293.46 DURNAr~ X ~I~ ~ ~ ~ ~ , ~ ~ ~ I De 1593275 North Caralrna
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i i _ , s / ~ ~ , ~~a~f 2967 ~ ~ ~ , ~ ~ DETAILED
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a
RIM 291.90 Shut Number
40 0 40 80 120 ° %P~ uLY'nPPkovEO 4 NVERT IN 28735 E GRAS 271.97 o , ~ 1 (NO ly PRT,OFHI$ x i INVERT ~ OUT 2876 INVERT IN 287.35 RATE 34;42 t T IN 30~ ` CD-2,0 INVERT OUT 287.25 IN R ~ ~
2~q INVERT 268.07, I . 1 / GRATE 281.96 P oJECT)' lNyE T OUT.301.07 bCp' `
INVERT A ?86.71 INVERT our 25s.~6 a Seale 1 40 ,r~ COD FILE p09-00066
F7771

I I I - - - i , PEN 0719-03-02-6023 i P;N 0719-D3-02-8022 I '19-03-02-9022 I PIN 0719 03 12 00.7 i PIN 0779-03-12-1032 P1N 0719-03-i2-2022 PIN ftiCE JOHN R & RICE CELiA L tR WILLIAM H JR WEISNER WILLIAM N JR COSINER TIMOTHY 80WERS MfCNAEL T ~ P1N 0719-03-12-3022 PROPOSED TREEUNE ~ ~ ~
WEISNER WILLIAM N JR SNER JEAN G WEISNER JEANS G COSTNER LESA BOWERS MARGARET rV1 DB 10+3 429 I I WEfSNER JEAN G OB 1258973 DB 1258/173 DB 4967 463 I DB 388 187 OAKIEY ROBERT R ~ PhN 0719-03-12-4022 PIN 0719-D3-,2-5021 i~ I ~ ~ RAMONA N ~ HOti~IIE WILLIAM A E K1NG JOSEFA BYFiELD ~~E ~ ~
-------------______IaB 47 h6 B 301 706 ~ ~ I B 47 46 PB 47 46 PB 47 s `~~-...~~.y=,~ ~ _ - X46 P~ 4746 ~ S~ ~ DB 6124159 I SHED HOWIE BETTY J ~ Dt3 1562f489 ~I ~ I 'i ~ to
- ~ _ SHED D8 34910' PB 4748 C' ~ ~ ~ 32" OAIC ~ E A
PIN 0719-03~-11-7 I
B P. ~ ~ ~ I I : NiA~KER JAMES U
f P T P T ~ ~ ~ ~ I to OB 258/654 Q fNC E: CD- 0) ES BE MO
~ A ~ \ ~ ~ ~ 1 . , ~ \ ~ ~ ~ ~ , , ~ ~ ~ ~ ~ ~ 25. WEI QS BUFFER ' \ ~ \ ~ ~ ~ ~1 ~ ~ f ~ w
~ A , ~ A ~ ~ ~ ~ ~ A , ~ o~ _
~ ~ ~ ~ y / _ ~ SOU, OU Old Oi7~ ~ ~ ~ ~ EXIS- 0 ~LIN ' ~~c ~ ~ N ~ ~ ~ ~ ~ 8Ey EM t ~ ~ t a
\ ~ ~ ~ ~ ~ Q ~ ISO` TED ON-AD4\WEfLAND~ ~ A ~ " ,~A A ~
.'3845: SF,`~ ~ ~ ~ / ~ r,,,%s'~~' ~ _ ~ \ ~ A 0.08 AC , ~ ~ ~ ~ ~ ~ ~ - _

~ _

j 1 i j / ` °
- ~ ~ ~ , 5 DUKE ENERGY ~~~I x X X X X -
TRANSMISSION EASEMENT ~ ° ~ ~ ~ .
a PROPOSED FELINE TR . / ~ ~ ~ ~ \ ' ~ ~ 1 ~ 1 West Main Street
/ ~ ~ ~ ~ _ W Durham, N.C. 27701 . , ~ ~ A~ I ' ~ z p 919.682.036$
I~ k /
EXISTING TREELIKE X X I ~ ~ ~ o ~ z f 919.688.5646
TO BE REMOVED (TYP.) , I
~ - RROP05ED TREE. PROTECTION I ) ~ - vuww.cjtpa.com C-"' \ ou
FENCE (RE: i BCD-11.0) ' ~r---- X X - X X 9 x x Y x x a X x x x ~ ou
i', out
Site Impervious Calculations
EXISTING TREES TO BE REMOVED X X
IN CROSS HATCH ~ EXISTING. PARKING: AREA FOR PROPOSED ~ AND ASPHALT SF AC io" PivF' ~ ou<E ENERG ~ cor~PO a~la
GRADING PAVEMENT i Proposed Additional ' _ oe 2337/833 53, 292 1.22 x ~ o~
/ I~ X y ~ - _ TENNIS COURTS X TENNIS COURTS lmper~ous Area ~ .
~ ~j ~ ; .off Existing Impervious 9 056 0.21 }
\ ~'~I Area to be remo~d ~
y X f X Net Additional ~ ' ~ ~ ~
EXISTING TREELIKE Im envious 44,236 1.02 ~ 4~ I ; p
TO REMAN f~ y°
J~ PERMITTED 404 WETLANDS TO BE FILLED I X
1393 SF ) ~ ~ BMP Impervious Calculations i ~ ° ~ - _
+ ~ 0.032 AC ` ~ I SF AC ~ \ ~ Project:
EXISTING TREE C X X TO BE REMOVED Pre-Development ~ 18 963 0 44 ~ ;
PROPOSED TREE ~ ` ~ - impervious Area x JORDAN HIGH
PROTECTION FENCE ~ (RE: 1 jCD-11.0) Post-De~lopment '
x 25' WETLANDS BUFFER ~ . X i ~ 45, 576 1.05 ~ ~ CH00~ Impervious Area ~
I ~ Total Drainage Area 60,932 .1.40 x o I ACCESS DRIVE
~ l
/f { ~ ` ! x / i - X
/ / ~ ,3 ~ ~I E
X X X X X X X X X ' t z ' 6806 Garrett Road
f FiI ' i-__ _ - 1 , . { Durham, NC 27707 X i ~ o ~ PEN 0719-03-11-7592
E I BRYSON ARTHUR JOHN
~ ~ ~ . ~ ~ - ~ , ~ ~ _ T; _ __a__ ~ Pli~l D719-03~ Pll~i 0719-03-Oi-7172 sRYSON OEBORAii ~ Durham County
i~ COUNTY OR C ~ couNTY o~ ~uR~AM x ' ~ D°'593/275 North Carolina
~-Z DB 6076 809 DELINEATED 404 WETLANDS j ~ FOR THIS PROPERTY ~ g. i 55.744 ACRE` DB 6076809 ! PB t32/ti8 55J44 ACRES(GiS) ~ :
(D.347 ACRES 1NGLUDING j. ~ ._.e.rv ~ _ - . - 6806 GARRET 6806 GARRETT ROAD ~ ° DURHAM PUBLIC SCHOOLS
WETLANDS TO BE FILLED} I ~ ~ ~ ~ j ~ ' BOARD OF EDUCATION E
~ f x 513 CLEVELAND ST.
I ~ ~ ~ ~ DURHAM, NC 21701
1 , I P f ~ EXISTING CURB~~ Environmentalimpact Summary ' ~ ~ ~ ~ ~ 919-5so-2000
~ \ ~ GUTTER AN _ Item Acres Square Feet'Linear Feet ~ ~ ° ' x
~ _ _ ASPHALT PAVING ' I f ~ I -fip REMAN TYP:)_...°__ T Tota{ Property ~ ~ ~ OWNER:
, I _ ~ EXISTING CURB
' ~ & GUTTER AND ~ f' _ , / - ASPHALT PA Wetlands 0.444 19,321 N/A ~ l COUNTY of DURHAM 200 E. MAIN ST.
' t TO REMAIN iYP. F ( ) Wetlands Filled 0.120 5,239 N/A ; ~ ~ - ~ DURHAM, Nc 277x1
~ ' ~ EXISTING TREELIKE ---L • ~ / ~ 0 BE REMOVE6.-. I ; I EXISTING CURB x " ~ ~ ~
r A , (Typ,) GUTTER AND / ~ ASPHALT PAVING Zone
to ~ Zone 1 Buffer Removed 0.288 12,532 N/A ~ h
f ~ ~ ~ r / / D' ` --~O-RENAIN (TfP: / ? / C S H i 1 s ~ ~ ( x ' PIN: 0719-03-01-7172
~ t ~ ~ ~ ~ Zone Zone 2 Buffer Removed 0.158 6,876 N/A ~ .~~~t~
t i / ~ , • / f ~ fir---- Adt ~ PIN 0719-03-11-736a Additional Durham ~ BRYSON ART,~uR JcHN
i l ~ ~ ~ !I ~ m ' ' ~ Q m ~ BRYSON DEBORAH L
I ---r---- Clt ~ ~ / ~ I ~ ~ 1 City/County Buffer ~ ~ 4 nB 2376/7oz
I Removed 0.078 3 403 N/A x ~ ~
' ~ REFS IN THIS E;, ! 203 LF OF ~ AREA TO REMAIN NTERMITTENT STREAM Inte Intermlttent$tream ~ I ~ ~ > ° EG ii~~ri~i
I i' - ~ ~ TO BE REMOVED ~ , ~ Removed ~ ~ Q~~~F~a~ r N f A N/A 203 ~ ; ~ ~ :
w 1 ~ ~ ~ ~ , - ~ y, ~ ~ Q
_ ,
- ~ i ~ s- s ; . . ,~4, , _ _ ~ / x / ~ o - 11 -
~ / . . Y „ „ _ _ - - L , , ~S i2" CEDAR I ~ ~ % 0' ~~t' 5~~~`~~
~ ~ ~M w, . ~I NEE
40 T ' ~ 40 0 40 80 120 x , ~ /~'~r~~E~.IAM,~,P\~~
~ Y t v , . , t ~ v \ . , , , ~ ~ y,.....~ ~ ~ ~ ~ ~ < ~ ~ ~~li~IlllllllVA~
, ~ a - ~ ~ 1 , / ~ Y~ k r ~ „ ' . ~ ,f ~,5~ SCa~e ~ = 4a~ ~ ~ ~,1ARROiv ~AflES~STEPHEN
r• ` `i; ~ ~y' ~ l~ ~ ~ MARRON TAYE Z ~ D8 2579859
- ~ r~ < ~ ~ p ~ ~ d ~~r,p y~ Y , ~ i~ I
w,~ 1 x r J~ x X' ~ ~ Io NOT RELEASED
~r .S f ~ i A 1 ~ S x ~ ~
, .,1. _ . ~ ~ QW v ~C,' ...,u.rb ~ ~ .r ,~:~„~I,~ ~-'P,ROR,OSf~(D''~iEE~ PI~TECJION kYOpD x x o x - ~ _ _ - _ - .w.~NC~ ~0„~Ir~T,O}, TR(/CI ~ ~ o~i-T"f x'r-----°`~ ~ ` 1'`'' ~ - FOR CONSTRUCTION x
, ~ 1 - _ k F , . y{pI.T DRNE
w~ ~ ti'a , , ~ ~ ~ ~ _ PRQPDSED TREEUNE _ ~ 1.. . t , i ~ ~ is~NG~._..------ aob Number: 0819 {
: rr.'.:i::: a.
ADDI110NAL BUFFER ~ ,•.w ~ °;°`~°r ~ - ~ / ' r% ~ ~ EX. TREELIKE TO ou ~ Drawn SCP _ : ~ Checked CNH
REQUIRED BY Cf(Y~COUNTY ' ~ ~ ~ , ~/f,~. ~ 1 ~ BE REMOVED PLANNING DEPARTMENT ` ""r ~ ~ % • j/~, ~ ou - 3= Date 2-2~-2010
IN DURHAM ~ /''~~C/r"'• FF~'ti ~ ~ ~ - EXISTING TREELlNE , ~USF i x `A ~ J ou I Revisions , 7-21-2090 UPDATED o~ ~ HATCH FOR BUFFERS
TO BE REMOVED .(TYP,) 0.288 ACRES OF ZONE 1 ~ ( - . OFFER TO BE REMOVED ~ I tSu r ~b~ o ou ou u--/ °u _
1 ~ ~ 0.078 ACRES OF 0.1 ACRES OF ZONE 2 ,~.,K~~ TING STREAM WILL BE I ~'A i ~ o
I ED AND BUFFERS ~ ~ CITY ADDITIONAL BU TO BE REMOVED I 0 ~ , . BUFFER TO BE VED ~ ~ WILL NO LONGER EXIST F u l r\ ~
~ ; . , . ``~.M.,-ter l ~ ~ ~ . ~ IN HATCHED AREAS ~ ; - - / PIN 6719-03-11-8062
Y . ~ ~ . x ~ S&R PROPERTIES I( LAC
~ r / / 5 ~ f DB 3704101 s ss ° i~ ~~.,,M o PB 4728
_S i ~ o `
~ y~ f ~ A /
~ ~ ~ ~ o w LEGEND ~ k ~ ~ o ~ ~ ~ Construction Plan submittal
N ~ l.. t
~ 1 \ i , FENCE TO BE REMOVED x'-' INTERMITTENT STREAM ~ , ~,x,Y a Sheet Title: f C
t > } k X j.^ ;ti ~h
RIP RAP TO BE REMOVED PERiMEfER BOUNDARY OF WETLANDS ~ ~ • ~ ~ ~ ~ ~ ~ \ y ` ~ ~ o V
f x A\,~ o E DEMOLITION
C(1N('RFTF T~ REMAIN 1 NFW WFi'I ANDS Bt1FFFR - f~~. ^,~~,rt~ ~ l ~ _ ~h~ PLAN
i ) ~
~e WETLANDS. TO BE REMOVED ~ PERIMETER BOUNDARY OF STREAM BUFFERS z f / FOR WETLANDS
AND STREAMS
ZONE 1 BUFFER ADDITIONAL DURHAM CITY/COUNTY BUFFER sheet Number
f CD-3.1
ZONE 2 BUFFER x \ 4e
i COD FILE D09-00066
71

I I ~ ~ ~~,%22 I Pik; 0719-03-12-0012 I PIN 0719-03-12-1032 PIN 0719-03-12-2022 ' Ixl
PIN 07 y C3-02 oC23 I r,~~ _ I JR I i 1 I c PfR 0719-G3-12- IVEISNER W1L~.AM N JR COSTNER TIMOTHY BOWERS M~~NAEL T RICk JCHN R & R ,t Ct~IA ; - fN 0719-G3-12-3022 ~ OAK! EY ROBERT R ~ PIN '%-^022 ~ PIN 0719-03-12-5021 ~
p ~ WEiSNEft JEAN G N i OAK!EY ROSERi PROPOSED TREE ROTECTION COST ER L SA i BOWERS MARGARET M GB 10i3~429 _ I RAMONA N RAMONA N I ~ ~ ~ i KING JOSEFA BYEIE2D ~
_ _ PD 47 46 FENCE (TYP.) RE: 1 fGD-11.0 DB 1258173 DB 4967,/463 I OB 588187 1 DB o124 'E51 ..-__,__~___L_ P6 4746 PB 4746 P8 47 46 SHfD DB 6124/'E59 i SHED ~ ~ ~ I DB 1562/489 ~ w SHEQ ~ u P8 47/46 ~ 32" OAK F
22.5' LANDSCAPE t ~f ' FK GATf ~ ~ PIN 0719-03-11-7888 Z
_ _ °-e--~- _ y.q.... _ _ ~+''~l ,I BUFFER PROPOSED 6' MASONRY WALL (RE: 1/CD-11.1) 25' NO GRADING ZONE PROPOSED TREELINE {TYP,) RROPOSED 6' CONCRETE I WAUtER JAMES C ~
. ~ , ~ ~ _ j~'`." y ~ v, ~ V V A ~ . , I h SEE SHEEP SD-4.1 FOR ~JB 256/654 ~ - SIDEWALK. RE. 5/CD-11.0 ' Q GARRETT RD. IMPROVEMENTS Q
~ ~ \ \ / \ \ ` ~ _ _PROPOSED 6` ~ ~ I PROPOSED a
PROPOSED/BERN ~ A ~ ~ ~ ~ ~ ~ \ . ~ - ~ ~ \ , ~ MASONRY WALL
~ ~ V °v A ~ ~ \ _ r '~U ` ~ ~ RE: 1/CD-11,1 12' PEDESTRIAN CROSSWALK ~ ) P POSEDBERM i RE: 8AiCD-11.0 N
~ = ~ ~v-- ~6 ~ ~ ~ A V ~ \ ~ A ~ ~ A
f ~ ~ ~ ~ .0 OU ~ QU ~ ~ ~ \ ~ ~ \ A OU ~ ` r6 ~ \ 1 ~ ~
~
A
r ~ , ' \ ~ ~ ~ ` __._W-_ ~ ~ ~ - _ r-. _ \ ~ ~ ~ I
PROPOSED GUARD~L / ~ r /t 1r it ~ r . t r / , RE:~ 8B/C(3--~ 1 A ra- ~ z ~ / . ~ / ~ t r r / i/ i/i i:i ~r// viii. /1 i.i.f I r ~ ` ~ ~ ~ /i ~ ~ ~ ~ r~ ~ ~ i/ / i, i ~ j 1 j /j /
~1 SAC DUKE ENERGY ~ ~ x. f _ f ~ /r _ BMP FASMENT ~ ~ ~ % ~"0 TRANSMISSION EASEMENT ; ~ ' r , ~ f ! / / i / / I
~ ~ iii'%' ~ ~ ;"~r 20 PROPOSED / LINE SEGMENT INFORMATION i!~~ ~ r. PROPOSED 5' r~ ~ PARKING SPACES /~~i//~// /~/l~~j~/~~//~~/ /j/ ~ / ~ 4~ Z ~ ~ ~ 'i~~r i ~i ii' / / i / »/i i ~ ~i ~ ~ ! ~i ! a ~ ~ ~ WEST Miiltl ~'~t'Q@~
LINE BEARING OISTiV~CE ~ ~ ~ ~ , ;,'''i. r ~ ~ ; r CONCRETE SiDEWAL ; i f r,~'` 1 ~ /i~ ~ ~ ;,i iii/i/ / i i / v f/ f ~ / %~~G ~ _i~ i/i ~~i~/~~i ~ ' ~ w ~UCh~tTl N.~'i.
Lt N 63`26'58" E 9;1765' , , r ~ , . " PROPOSED RE: 5/CD-11.0 , /rr PROPOSED GUARDRPJL r , r L2 N 5102 00 W 26,9696' / ,,r ,,i ~ • / ~ ~ i~ ~ i% ~ i i~ ~ i~ i~ ~ REPLACE EX. GRAVEL ~ ~ ~ 'i ! / l ~ i/',i ~ /~i !i,/ ~i ~ o DRIVE WfTH NEW ASPHALT ~
L3 N 38'58'50" E 78,000D' r~ RETAINING WALL ~2 ~ /fr f PROPOSED RE: 8B/CD-11.0 r !i / i r • / r / T ~ r,, , RE: 2/CD-11.4 f CONCRETE STEPS / / / ~ ,,f t r / r Vii/ f ~i ' /,Tr~/,~~/~ ~ i ~ i ~i ~,r~ ~!/~i 1~ ~ ~~i ji BACK TO ROW LINE Z p 919.682A368
L4 98 ' PROPOSED BEELINE TYP: r ~ t t N 3725 22 E 74.1 6 ( ) r ~ AND SPECS PROPOSED ~ t' WITH RAILS / 1r/ r /r l i /f lr / t l5 N 89'46'28" E 28:5658' i,. ~ . r lr1 ! 1t ~ r f~ ~ / , , Ukp~~r;' ~ , , i RE: 7B/GD-11.o ~ f 919.688.5646 i ~fl l i~ l~ ~ 1 j ~ ?~f i l i fl i i f f f 1f 1 i' i 1~~ a Z
RETAINING WALL ~ " RE: 9A/GD-11,0 r / r r r/ ~ /f L6 S 00' 14`05" E 123.6258' ;rr t 0' WIDE " ` / ~ ~ / / ~ / rr ~ 1~ f ~ ~ ~ ~''i l~/ i ~i li / ~ c w WWW.CJt~11.C0tC1
PROPOSED TREE PROTECTION .r RE: 3/CD-11.4 ff ; /r ~ / rt / l7 S 89.4555 W 15.4161' CONCRETE FLUME x. t f r f L8 S 44'02'26" W 49,8505' FENCE (TYP.} RE: 1/CD-i1.0 AND SPECS r,,, f rr /r / ! .~r r/~ ~ 1 / /~ii / r~,,~sfl~ fir 1 r i i~ i~ f ou i
i RE: 1fCD-11.3 f /1 L9 S 772703" W 9,7512' ~ ~ / r~~ r
L10 S 13'A5'40" W 9.2433' ~ ~ ~ CONCRETE / rt i i
~ CHANNEL TO J8~23 t ' PROP05ED 5' CURVE SEGMENT INFORMATION ~~C~~, ~ RE: 3/CD-11,1 ,r / o I C
CURVE ARC LENGTH RAD(US DIRECTION NEW 25 WEfIANDS BUFFER ~ „?i~ ~ r !i CONCRETE SIDEWALK PIN 0799-03-i1-7773 NEW FENCE {12' TALL) 7©" PINE i ~ D`uKE ENERGY CORPORATION
Ct 37.73' 24.01' 90'02'21" ~ / PROPOSED U6~23; ' - i' RE: 5/CD-11.0 ~ C2 13.39' 16.77 5544'44" SEE SHEET CD-5.0 ` f . ~ % RE; 2/CD-11.0 ~ DB 2337 j833
C3 24.61' 125.27 11'15'28° 25' CT[Y OF DURHAM SEWER EASEMENT ~<%i~ ~ ~ QG
C4 32,25' 300,14' 6'09'24" " i >%i / NO RECORD DOCUMENTS FOUND i C5 15.44'' 17,10' 51'44'52" ~i% PROPOSED STRIPING (TYP,)
C6 - EXISTING ASPHALT r t EHISTING ASPHALT 26.19 $9.98 16'40 42 a RE: 7B/CD-11.0
C7 13.38' 16.26" 40'08`57" ; ~ TENNIS COURT TENNIS COURT 10 WIDE f EXISTLRG C8 12.39' 342.29' 2'04'24" 4i'f CONCRETE FLUME t t
C9 23.28' 295.92' 4'30'26" ~l RETAINING NiAEC - 1i RE. 1/CD-11.3 'r ~ i r
C10 39.44 .178.40' 12'40'04" Z~ i ~ z " ~ ~ ~ ~ r1i Ci 1 28.31 169.45' 8 33 42 ~ ~ . - _ 1
- ~ ' /
TOTAL AREA OF BMP EASEMENT 16 358 S - ~ ' } n ~[~r~ ~ ~ ~ ~ ~ ` _ _ _
- ii ` _ >f' I t f SS & P~NI~NGS r ~ ~ I '
/ ~ SEE SHEETS CB 88-'~ \ I Project:
i ! f DELINEATED WETLANDS 1 ~ ~ ~ p,{{ -~€7 CD-8.. i, ~ t~ r/ r TOTAL rp i irk' r TOTAL LENGTH OF NEW CURB & GUTTER = 5,195 LF
--NEW ACCt~S INTO i' ~ NEW 24" CURB & GUTTER ~ j"~RDAN j~~(r'~
~ I STUDENT PARKING ' r ~ ~ / TQTAL ~ ! / TOTAL SQUARE FOOTAGE OF NEW PAVEMENT ON-SITE BEGINNING I ALONG GARRErr RoaD S~N~~L ~ 1 V
? zn 1 ~ r f AT GA~ AT GARREfT ROAD RIGHT-OF-WAY = 87,654 SF I
I i i~,. ~ / rr f ~ , ~ ; : ~ 10 WIDE r o ~ ACCESS DRIVE
%j CONCRETE FLUME 25' WETLANDS BUFFER ~ ~ R°~ j~ RE. 1/CD-11.3 rfj. ~A REPLACE EX. PAVEMENT
y DRIVE WITH NEW ASPHALT BACK TO ROW LINE
) I t r:.< i !i RE. 78/CD-11,0 6$06 Darretf Raad
I ~ R=2 , f ~ G, ii;F r~, r t/ r l ~ t I Durham, NC 277D7
i ~ r i~; /r~; ;f ~i~: f ~ - o I PIN 0719-03-11-7592
/ i. ~ ; _ 6 R G. PAC 2 H A S ACE S R G PAS 2 H A S ACE
_ ~ I ~ ~ ~ ~ r , ; PIN 0719-03-Ot -7172 13-01-7172 ~ BeRY~oNAOE~o~ANa~N Durham County ouRHaM + OB 1593/275 Narth Carolina
I ~ x L---- p. r ~ COUNTY GF DURHAM r DB 60 6 809 09 I PB 132/118
~ ~ L5 ~ ~ / r/ G~ ( ~ : ~ ~ I 5.744 ACRES GIS ~r , ES(GIS} I
~ ~ ~ r r 6806 GARRETT ROAD ~ ~ ~ ~ i i ~ ~ s ~ GRASS & PLRhLINGS ~ i / I- ,f ~ ~;~1 ETT ROAD ° I DURHAM PUBLIC SCHOOLS I
_ - f SEE SHEET CD-B. i ~ r~~ r ~ ~ i BOARD OF EDUCATION
t ~ / PROPOSED TREE ~ ~ ~ > ' l /rf - f. PROTEC110N FENCE { ~ rf EXISTING 513 CLEVELAND ST.
~ ° t l U a± l'~/ >x./ RE: 1 cD-11.o ~ ~ ~ , , sOCCER N DURHAM, NC 27701 FiELO ~ I COORDINATES= 919-560-2000
/ ~ ~ / I ~ ~ t ~ ~ ~ I 791465.1251 N
% \ l J ~r W , ~ rn, , ~ 1 'i 1 ~ 4 v k a ~ 2011592.3629 E f
~ ~ ~ ~ ~ ~ r EXISTING ERlSTING ~ ~ / i EXISTING EXISTING ~ I ~ ~ / PROPOSED ~ I ~ _ , - PARKING PARKING ~ ~ < r r PARKING PARKING a END OF GARREfF ROAD IMPROVEMENTS _ --~T" OWNER: SEE SHEEP CD-4.1
f ~ / ; p r ~ ! j ~ REfAINING WALL ~1 ~ ti ~ ~ / z 1 ~ ' COUNTY OF DURHAM
~ RE: 1/GD-11.4 ~ U w w ci r'/; w w v cd ~ ~ ~ 200 E. MAIN ST.
I 1~ / 12 12' 12' - v~ ~ ~ ~ - /t,/ a ~ v~ ~ i cp i ~ ~ ~ DURHAM, NC 27701
c. N N ~ ; ~ i _ N U j/ f ~ I ~ P OPOSED BM ~ Q ~ , l t N ~ R P -
ti • EASEt>IENT• SEE TABLE 1N - ~ OS n ri/ 1\ ~ ~ 2~) p -i r ~ ~ I ~
~ ,t / UPPER LEFT OF THIS SHEEP ! W ~ ~ ~ FOR PERIMETER INFpRMAT14N ~ CROSSW ~ r PIN; 0719-03-01-7172
5 & PlAiv~iiNG. I- m f a ' ~ SEE SHEEP CC-87- ~1
j ROPOSED ~ ~r r li~ / BMP ~ ~ AP RAMP (TYP.) ~ / ! / L7 ~ r / f ~
POND LOCATION ~ „ 1 , ,PROPOSE ~ CD-11.0 ~ ~ ~ f r / ' BASS & P ~ I P1N 0719-03-11-7368 4 I BRYSON ARTHUR JOHN
l f , SEE SHEET GD-9.0 _ ; ~ ; ; ~ ! '1'•) PROPOSED 6' ' / ~ SEE SHEET CD-8.1 BRYSON DEBORAH L
/ ~ ;3 CD-11,0 ~ r N CUB & G ER TO \ $ t S CONCRETE SIDEWALK O ~ R ~ ~ ~ Ct V ) PRDPO E ,r/ r x TIE INTO EXISTING CURB & / ~ HANDICAP ONG EXIT LANE f ; ~ ~ DB 2375/702
~ ~ / l' ~ t ROP05ED GUTTER AT A JOINT. EXISTING RE: 3/CD-] t.0 ~q RE. 5/CD-i r I• o
y . _ r ~ HANDICAP CURB & GUTTER NOT TO BE f r PROP05ED L9 4 ~ ~/i RE: 3/CD-11.0 SAWCUT. TYPICAL AT SIMILAR ~ I PROPOSED `tillslllltrl~
r ~ p C ~ - ~ ;,j~; / ~ ANDICAP RAMP (TYP, : LOCA110NS. CQ9 - HANDICAP RAMP (TYP.) ~~~~1~(`r1 CA Q~~~i RE: 3/CD-11.0 a~.~F~ ~ ~i
,;;'~s,, ~ v , ; ~ r / r. / ~ PROPOSE / GRASS & PLANTINGS
~,~,lr C7 ~ r, ~ .~"-''i / / r l r? ft PEDESTRIAN SEE SHEEP CD-8.1 n , ` ~ Cl t C1Q ...r'''"~9 G$ ~ V - / ~ f CROSSWA 8'x25' STACKING SPACES (TYP.) r _ ,I _ - _ , , _ _ _ V ~`i' ~
. , , u \ ~ ; f RE: 8A/CD-11.0 PROPOSED THIS DESIGN PROVIC ; ~ - f BRICK PAVERS APPROXIMATELY 31 THIS DESIGN PROVIDES STACKING SPACE FOR {2 PER LANE) ~ i I o - - ~~AL - APPROXiMATELY 31 CARS BASED ON 25' PER CAR t2" CfQAR I PROPOSED 5' "I~ ~~5 ~ `
~ \ ~ , RE: 10/CD-11.0 ~ EX1F LgiyE PROPOSED LIGHT POLE CONCRETE SIDEWALK ~~~j~~{~~
~ . PROP ~ SAD hl ; ~ PROPOSED ACCESS ,R ,~j , . „ ~ ~ ' i r ~ EXISTING GAS LINE ~ TO CONCESSION AREA ~ _ ~ _ (APPROX. 45) i~tt' •'~NGINE~(;
;tRlGlff-xjp~E' DROP 0~~ ON _ ~ - - - - _ T~ PARKING rtf TO REMAIN r~ '9,' ~ l l/ RE•~3 /113". ~s, f r PROPOSED CARD READER RE: 5/CD-11.0 .••'~P`~~ 8' WIDE SPEED BUMPS ~
. ~ ° ~ 8 ~ / f ROPOSED GATE t , , ~ r r' LAN ~ , , , • , - , , _ . . ~ 1 r CLOSED DURING STUDENT PICK-UP RE: 4/CD-11.3 RE: 11/CD-11.0 ~ i ~ PIN 0719-03-11-7259 ~~~~~<<~~ jA~~~~~~~
, , ~ ~ r ! 9 4 I l 3 ~ r - / ,r' ( - _ > ~ ~ ~ AND DROP-OFF PERIODS} -UP ~ PROPOSED CARD ACCESS GATE ° MARRONJAMES STEPHEN LANES TRANSITION FROM RE: 11/CD-110 ~ ® ~ MARRON FAYE Z
~ - i . s _ TOFF / t ~ , . , _ / I RE: 5/CD 11.1 .:.,,,,,a + - n / / /t r PROPOSED 10.5' WIDE TO 12' WIDE (CLOSED DURING STUDENT j ~ I DS 2579/659
'X ~ ~ J P (TYP.) CONCRETE SIDEWALK PICK-UP AND DFERIODS) i ~ I 01 BE REMOVED AND R PLACED
1 PROPOSED GATES =•z" C(' HANDICAP RAMP (TIP.} °V`"^--`- `1 RE• 3 CD-11.0 ~ ~ ~ i - 18' AND 1 - 6' x g` V / 0 (APPROX. 230') WITH A PEDESTRIAN CROSSWALK
, „ , , . . , - ftE, 12/CD-1i.G PROPOSED IAN ~ PEDESTR RE: 5/CD 110 ~ o RE: 8A/CD-11.D :SYRIAN ~ -
/ ~ , EXhST(D I Et?MI1TENT STREAM ~ , ~ - s .12'?\ osswALK (TYP.) p,) - ~ I NEW PAINTED CONCRETE TRAFFIC ISLAND NOT RELEASED - _ _
PROPOSED ~ ~ ~ PROPOSED STUDENT ~ i RE: CD-11.0 x k f . : ~ ~ PICK-UP DROP-OFF AREA 7 t / , . " ~j ~ GATEO ENTRANCE =
t ~ ) BEELINE (TYP,) ~ -R / / ( . _ - ~'''i i':''.~;~;~; ~ ; ' ` ~ ~ , f430 LF WITH 17 , . !/,r / 12' rN' ~ P POSED EXIT GATES 7ob Number: 0819 RNE
, , ~ - 't ~ ST ES x:;~ t/ APPROXIMATE LOCATION ,,;,,=iii ~ ~ ~ 1 ~ r r 1 p(4Si1NG D _ I u~~iE:-1-t/CD-11.0 ~
FUTURE LOCATION OF TICKET 800TH r,. ~ f 10.5' a _ OF STREAM BANK ~ • . , 4~ ~ r~'r/ ;.;;;i; \ PROPOSED 6' ~ / f „ _ - ' Drawn SCP--
, ,,"c;' ~ a 12' 10.5' . , ; cu - CONCRETE SIDEWALK x ~ ~ i OU 12' ou NEW PAINTED CONCRETE TRAFFIC ISLAND Checked CNH
c RE: 5 CD-11.0 ~ PROPOSED TREE PROTECTION ` OFF l l ~ ~ 10,5' - PROPOSED ~tio PROPOSED FENCE TYP. ~ ~ ' l ~ o~ ~ RE:2/CD-11.3 Date 2-24-2010 I Revisions 10-15-2010
EXISTING 50 STREAM BUFFER FENCE (TYP,} RE: 1/CD 11.0 ~ ASPHALT ~ NSF ( ) 5~\ ; f " PROPOSED I 4'x4' CONCRETE PAD FOR CONTROL BOX n` U ou RELOCATED SIGN AND GUTTER ( ~ RE: 6/CO-11.3
~ ?AVING (TYP,} (1 FROM EDGE F SIDEWALK) C ~ ~ NC + ~ Ou-•-c~-- CY ou- - n~ - CONNECT PROPOSED FE E ~7E: 7AC _11.0 , 2/CD-11.0 ~ i
I D U r, / ~ _ GONSTRUGTION RESTRICTED TO EXISTING FENCE J ~ ~ - 2 f F, EX. ASPHALT DRIVE r~ ~ EXISTING i WffHIN 10 OF STREAM. BUFFER I E: 2/CO i 1.C ~ 3 x, w PROPOSED STRIPING RE: 6A/CD-11.0 ~ I ° HANDIOCAP~RAMP - EXiSTING ~
r ~ RE-ALIGNED TO ENTER o~ + ' 2 ' ' SRge~~ , Q PARKING . V ~ ~ ROUND-ABOUT f~", j;, fS PARKING w RELOCATED SIGN PROPOSED TURN ARR I RE: 4/CD-11.0 I Q~ EX(STiNG ~ PEN 0719-03-11-8062
w y . - ~ r R DSED 3D" CUR ~ PARKING ~ (f ' S&R PROPERTIES II C_LC
~ ,r ? PR OSED 3D" CURB / - ` - F i ' ' ~ PROPOSED PEDESTRIAN AN GUTTER (TY .N GUTTER {TY ~ _ i DB 3704/101
} CROSSWALK ~ : 6A/CD-11.0 ~ RE8A/CD-11.0 ~ `r 6A/CD-11.0 ~ ~ ~ PB 47/28 ~ ~ ~ ~
i' +o ~ e EXIST"NG TRACK N ~ Q
CONNECT PROPOSED FENCE / ~ l W r~ Q EXISTING 1 fL. JB. © ~ PARKING i ` 1,
.~0 EXISTING FENCE `O ~ ~ ~ o a~ PROPOSED 6' ° CONCRETE SIDEWALK .Construction Plan Submittal
(APPROX, 5' FROM ~ Sp ~ ~ ~ / ~ \ a~E ; EDGE OF PAVEMENT) ~ ( . o RE: 5A/CD-11.0 & 5B/CD-11A Sheet Title;
RE:2/CD-11.O I'
ti k O ~ PROPOSED OVERHEAD CANOPY 4 u
ALONG SIDEWALK Q; t4 RE 6/CD-11.1 ~ c °u ~ I,
Cif I ~ 1~., ~ITF
' ( ` PLAN
40 Q 40 $Q 1 20 CONCESSION IMPROVEMENTS PREVIOUSLY APPROVED i Sheet Number
Q (NOT A PART OF THIS k CD-4.0
PROJECT) / i 0
Scale 1 = 40 j'~; COD FILE D09-00066 r

w
® ~ ~ ~ ~ ~
F
f F
Qty Qty Syr Botanic Nave CO~1MOn Nave Installation Size Spacing =
/ l I ~ ~ ~ a
~ ~ I ~ ~ 2 Cor~r~on Serviceberr 4 2 AM Amelanchier arborea r~ulti-stern y 2,5 cal n/a ~
v ~ I ~ d TM
~ ~ ~ I i ~ ~ ~ 15 15 AV Viburnur7 dentatum Arrowwood Viburnur~ 18° ht 6'-8` o.c. ~
\ I
~ v, ~ , ~ 18 i oPLAR I ~ ~ ~A ~ V ~ ~ ~ River birch z ~O~
A ®a~~a~ 4 4 BN Betula nigra r~ulti-stem 2,5 cal n/a 4
~ I ~
ti ~ ~ ~ 1 1 20 \ ~ V ~ ~ Q 20 CA Callicarpa arlericana Ar~erican Beautyberry 18° ht 4'-5' o,c. z
\ ~ ~ i \ \ \ \ ~ I 38
38 CG Carex grayi Gray's Sedge 1 qt 3' o.c, ~ ~ll tl(~1~~~Pa?.
V ~ ~ V ~V I ~ - ~ \ ~ ~ ~ ~ v ~ ~ a
~ ~ ~ I J \ V 15 15 EF EupatoriurZ fistulosuM Joe Pye Weed 1 qt 4` o,c, ~
~ ~ 11 West Main Street
\ ~ 28 ~ ` ` ~ ~ \ ~ ~ M... ~ I ~ 28 GA Gaillardia aristata Blanketflower 1 qt 3' o.c, ~ Durham, N.C. 27701
~ ~ e ~ - o~ z p 919.682.0368
~ V ~ ~ ~ y 40 IG Ilex glabra Inkberry Holly 15° ht 4'-5' o.c, n f 919.688.5646
~ ~ / ~ ~ \ ~ k ? ~
9 ~ ; ~~~1 l;`'~ I ~ ~ ~ ~ ~ r i./ Id1~~ ~ 76 JE Juncus effusus Soft Rush 1 qt 4' os, m www.Cjtpa.cam
\ \ \ 9 / , fi;~ ~ I
~ / \ ~ ~ i ~ I C 22 22 LC Lobelia cardinalis Cardinal Flower 1 qt 4' o,c.
5 ~ Q ~ _ ~
\ ~ 20 0 ~ ~ * ~ ~C 4 MC Myrica cerifera Southern Waxmyrtle 18° ht 6' o,c.
~ - j I < ~ ~ ~
\ ~ 4. ~ Z ® 20 PAN PanicuM virgatur~ Switchgrass 1 qt 3' o.c.
a~ ~
~ I Q i - 3 ~ I I 4 ~ N 3 PT Pinus taeda Loblolly Pine 8` ht n/a
d. ~ i ` ~ o I ~ .
III W ~ ~ I 5-GA - ~ ; ~ ( ~ ! ~ C~ Imo. W S 31 O 31 SOR Sorghastrum nutans Indiangrass 1 qt 3' o,c.
_ _ ( ~ U - / 5 EF
III o ? i . ~ 18-SOR I..
/ _ I ~ _ ~ ~ ~ ~ ~ i MC 21CD-8.3 p • 19-JE 6-PAN ~ ~ ~
BIO•RETENTION AREA PL, I1~~ ~ 5-PAN 6-IG ION AREA PLANTING LIST
6-IG I ~ / 9- LC
f 3-AV I N 3-AV Project:
~ ~ ; ; J I
J ~ , r JORDAN HIGH
i -MC , "s,~ J ~ I m 9-IG ~ o,„~,~ J ~ , S = ~ SCHOOL
5-SO t~~ 41 c ~ S ~ ~ I ACCESS DRIVE
3-EF ~i ~ ~ . ~ I~ ~ -
~ ~ ~ S ~ • ~ ~ 5 CA , ~ ~ 2-MC , ~ , ~
~ s ~ ~ ~ J r• :~.u4. Cb' ~r i S ~ F ~ x I
~ 22-CG ~ ~ I ~ ~ 1-PT I 7. Contractor to verif all i S S ~f~~ ~ S Y p ~ verify all pipe locations and their depths prior to 5. Trees and shrubs are fo be pleated per fhe installation details on 6806 Garrett Road
~ / ~ ~ ; S x 4-AV I installin the ro'ecf. Contra ~r.~,> S ~ ~ ~ 9 p I Durham, NC 27707 yecf. Confractor shall report al! discrepancies to the sheet CO-7.7, except fhaf frees do naf need a watering ring/earth
i BN ~ ~ , ~ ~ ' S; r ~ I Landscape Architect. Trees c ect. Trees are to be installed at least 5' from pipe saucer. Durham Count
~ 1 1-PT ,f I f locations. Contractor steal! b actor steal! be responsible for fhe protection of the Y
% 'a, V i 7-IG ~ ~G.¢ k n I underground pipes during ins ~s during installation, and shall promptly repair and 6, Contractor shall visit the site and familiarize himself with actual North Carolina
4- A i I ~ restore s stem at no additior 4-CA ~ ~ J ~ ~ , 1 - _ ~ 1 AM G Y 't no additional cost to the Owner if damage occurs conditions and verify existing canditions in the field.
i -AV ~ x J J J ~ ~ i 0-IG ~ during landscape installation. installation. DURHAM PUBLIC SCHOOLS
~ .9 I ,,~~ir ' ~ . 7. Confractor shall accept actual conditions at site and perform the BOARD OF EDUCATION
23-JE S S ~ - ~ ~ ~ ~ , ' I ~ , Z No trees or shrubs to b~ shrubs to be planted at fhe inflow locations. work speciired without additional compensation for possible variation 513 CLEVELAND ST.
8-SOR ~ • S S I from grades and conditians shown, whether surface or subsurface, DURHAM, NC 27701
10-JE C ~ ~ ~ 1 C except as provided for in confract documents. 919-560-2000
\ i3-LC ~ 3. Cover enfire planted area ~~I planted area with 3" thick layer of shredded
~ ~ ~ ~ ~ C ~ hardwood mulch (2 minrmurr (2" minimum, 4" maximum). 8. Contractor will obtain written approval from Landscape Architect for any plant substitutions of species, size, or Type of container. OWNER:
~V A ~ ~ - ~ . C ~ > 1 ~ ~ 7 F
a,~\ ~ I ~ \ \ ~ 4-AV ~ ~ ~ 5-P _ ` ~ ~ , ~ 4. All plant material is to h terial is to have wet! developed branches and a COUNTY OF DURHAM
~ , , .u i rte. ~ ~ vigorous root system, and be , , i 6-CG , 1 , 23-G ;tem, and be free from physical defects, plant g• In case of discrepancy between the quantify of planfs on the 200 E. MAIN ST.
2-IC • III I ~ 1-AM 4 I I I ~ diseases, and insecf ests. ~ I I , I III , sTOR~ ~ p ~ecf pests. pleas compared to the plant Gsf, the Confractor shall supply DURHAM, NC 27701 quantities as shown on the plans.
- III 1.... , I 6CA 1~... 1 - ~ ~ ; , ~ , , , ~ I I EASEMENT ~ ~ t..,. . ~ ? III III ~ k III IIII ~ ~a y~,-ti ~ IIII
~ .111 III I I ~ ~
PROPOSE _ PIN: 0719-03-01-7172
\ ~ ~ ~y, ~ ~ ~ ~ ~ r ' \ . ,
~ , \ ~ ~ ~ - , , ~ a_ ~ 810-RETENTION AREA PLAN ~ \ ~ . \ ~ AREA PLANTING NOTES
VV ~ 'V ~ ~ ~tV \ ~ ' ~ ~ ~ ~ - ~ r \ ~q i \
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11CD-8.S 20 0 20 40 60 LANDSCAPE PLAN - BIO-RETENTION POND
Scale 1 = 20
NOT RELEASED
FOR CONSTRUCTION
lob Number; 0819
Drawn SCP Checked _ CNH _
Date 2-24-2010-"-
Revisions 10-t5-201p
construction Plan submittal
Shut Title:
LANDSCAPE
PLAN -
BIORETENTION POND
sheet Number
CD-s.
COD FILE D09-00066

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25' CIlY OF DURHA
SEWER EASEMENT NO RECORD DOCUMENTS FOUND e`' ~ ~ ~ ~ ~ ~ ~ ~ o 0 ~ ~ I ~ z
..r- ~ J~ i r~
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~ ~ - i i ~ ~ ~ f ~ ~ ~ ~ ~ ~ ~~~~~~~n. r
~ 25 WE[LANDS BUFFER ~ ~ , ~ ~ ~ / i ~ a
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~ ` , ~ ~ ~ I ~ ~ ~ ~ z ~ 11 West Main Street
~ ~ ~ ~ ~ " j i I N N ~ ~ ~ ~ ~ ~ k ~ ~ ~ Durham, N,C. 27701 ,I
~ _ s ~ CLASS 8 RIP-RAP ~ ~ ~ , , ; / ~ PRECAST CONCR~tE ~ Z ~ 919.682.0368
~ " 15" THICK, RECESSED i F~ ~ RE: 4 CD-9.7 / , • HEADWALL ~ I ~ ~ N ~ c~ f 919.688.5646
/ / / ~ ~ i ~ ! / ' RE:1/CD~9J I m UVWW.C~tp1.COCii
~ ~ ~ , ~ ,
TEE PROTECTION 'FENC ~ ~ / RE: ~D-11.0 / ~ j.j,.r f; ~ %~r~~r~ f J ~
? ~ ~ ~ ~~,~r.. ~.,.rr ~..1~ ,r / tY~. 7 y 5., 24" RCP ~ r` 12" RCP' ~ ~ ' r~ iM SB X25 ~ ~ ~ ,
~ i ~ r INV rt2,6~~Z ~ ~ r ~ ~
. ~ ~ ~ ~ ~ ~ 24° RCP ~ ~ CI X21 Q-- f f ~ I / ' CI X27
t ~ / / ~ / 7 ~ f ~ / / ~ ~ f .
i / ~ t 1 ~ . l ~ ~ •Cp' I ~ SPUIT~R BOX I •
25 CITY,OF DURHAM / ~ ~ RE.2~CD-9.6 I ~
SEWER~EASEMENT ~ / ~ ~ NO%RECORD DOCUMENTS FOUND ~ ~ ~ %~O ~ ~
~ i ~ . / / j ~ ~:3 N ~ rn p Q REfAININC WALL ~1 ' I
~ ! N ~o ~ /N J ~ ~ ~ ~ RE: 1/GD-1L4 ~ I
i ~~NQ 1 c , N i , TOP OF WALL=274.5Q 1
w a DILINERTED WEfALND / - LL1 c--
(r ~ 25' wErLAND~ BUFFER ~ ~ ~ . .
r / ~ I l I Project:
f / I / ~ CtJ C~~
i ~ ~ ~~i ~ ~ ~ - ~ I•~~ ~ ~ JORDAN H.~C~1
v ~ ~ ~ 1 ~ i ~ I ~I
\ ~ . ~ I SCHOOL
g%' ~ ~ ~ ~ ~ , I ~ ~ ~ ACCESS DRIVE
~ r ~ ti ~ 270.25 ~ ~ p I o ~ ~ ~ ~ I
~ ~ ~Oj r ~ t~, ti ~p FST 4 ~ r'
\ ~ ~ ti oe ~ ~ . ~ ~ ~ i ~ ~ I ~ ~ 8806 Garrett Road
~ ~ ; ~ Q-~ ~ _ r ~ 9~ I Durham, NC 27707
~i , i. ~ ~ I i,
~ ~ ~ , ! ~ ~ ~ NOTE: ~ Durham Caunt
~ ti t r ~ ~ '~X I ` ~ FOR PIPE INVERTS y
~ ~ / CONCRETE SPILLWAY ~ a ~ ~ ;I SEE 2/CD-6.1 North Carolina
I ~ ~ ~ i t ~ ~ / ~ ' t
~ DILINEATED WETRLNRS ~ ~ I r / } , ~ r f I ~ / DURHAM PUBLIC SCHOOLS
t t 4 - _ , ~ / ~ BOTTOM ELEV.=268.00 / / - ~ ~ r BOARD OF EDUCATION
i i , ~ / t / ~ ~ I 513 CLEVELAND ST.
PROPOSED TREELiN~.~-"'" ~ r / ~ ` / A l ~ r?~ I ~ . DURHAM, NC 21701
- E u: ~ / ULCH DIM.= 43' X 94~ ' R=8 ~ I 919 560 2000 ~ l I
~ ~ ~ ~ / MULCH SURFACE ARFA'4,042 SF B_g ~ , o ~ f / 1 ' \ .0~ 270.25- BORING
~ \ X r~ r I ~J ~ ( I ~ OWNER:
\ 25' WEELANDS BUFFER / ~ ~ ~ • I ~ ~ ~ • COUNTY OF DURHAM
~ ~ / MAlN BMP / ~ ~ ( 200 E. MAIN ST.
/ ~ l DURHAM, NC 27701
~ SURFACE AREA 4,900 ; SF GRAS5 LEVEL, SPREADER i t~~ /
1 ~ ~ RE; 3 CD-9.7 ~ , v ~ ~ / / 0 ~ ~ ~ ~ 0 ~ ~ ~ CI X24 i /
VOLUMEI° = 4,900 C~ ~ ! - ,
~ oe ~ ~ f VOLUME 36 652 GALLON ` / . CUtSS B RIP RAP ~ / f : ~ ~ ~v I ~ PIN: 0719-03-01-7172
CONCRETE WALL 15" THICK, / 1 ~ ~ I
FOR LEVEL SPRFAt?ER ' ` RECESSED - ~ / ~ / / , RE:3~CD-9.7 v ~ / ~
o ~ / ~ ~ / ~ ~ b / ~ I I i~ ~
~ ~ ~ / ~ / V CENTER OF BMP ~ / ~ I ~ ~v " ' ~ 1 N COOR NA S' / / ~ ~J ti I f
/ i / / 791402.7073%N / ~ ~ ~ / ~ ~ ~ I h /
/ ~ 2010718.401,2 E / X57 GRAVEL FlLTER"^~_~ ~ TOP Of WALL-259,9 ~ , 6' WIDE GRASS.' ~ F
RE: 3 CD-9.7 ~ ~ ~ / ~ ~ SLOPE 3:1' / ? / / oo. , / ~ ~ ti~ ~ ( H CA ~ ~i
~ ~ ~
/ / ~ ~ _ ~ PRECAS / ~ ~ j / F
TOP OF GRASS ~ CONCRETE OVERFLOW 5 DIAMETER I
SWALE=259.85 HEADWALL ~ RCp PRECAST MANHOLE; ~ / ' ~ 5' ~ 274;25. / , / X/ ,'RE; 1~CD-9.7 X . ~ RE:;2~CD-9.7 ~ i ~
~ / MULCH / ' ENTER OEt MH 0• ti
I C ORDINATES ~ PERIME?ER ~ , ti~0/ E 2- 1 / ,~J , . ~P\\~.
/ 791382.6444 N ~ r ~ ~ 2010684:8659 E ~ ! ~;Y/ ~rr~~~i~~tti~~~i
i ~ A t o~i ~ J e/ /I ~ ~ I ,6~ ~
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RE; 9~OD-6.1 ~ / 1 ~ \ / / ~ X20 NOT RELEASED FOR CONSTRUCTION
~ ~ 1
~ ~ / / / I ~ f ~ \ / ~ R=1o' I ~ ~ ~ ~ lob Number: 0819
TREE PROTECTION FENC ~ ~ / ~ ~ ~ / ~ ~ 1- •
i / RE, 1~~D-11.0 ~ ~ ~ / j~ Drawn SCP
i ! o ~ ~ ~ ~ , ~ / Checked CNH
/ ri~ R=8f / A, ~ I A / ~ 1 ~ ~ Date 2.24-2010 _ ` ~ ~ ~ ~ ~ Revisions t0-15,2010
~
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~ ~ ~ . ~ 1 I ~l,~ I , \ w ~ Sheet Title:
_ ,r i / ~ ~
~ / ~ I • ~ . i Si / I,~ ~ ~ . '
~ i r ~ ' ~ i i i i !~~I,,~,~.i~Ii ~ ~
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, ~ srRUCTURe NORr~I~c `i r , ~ ~ & LAYaUT PLAN
x'
J SB 25 791487.4405 2010789.5703 ~
CI 28 791487.4419 2610800.4273 , Cl 27 791487.5537 2010838.4529 cl #18 Sheet Number
Cl 24. 791413.865212010800.64 1
1 ~ CD-9.0
1
r ~cA~ s COD FILE D09-00066

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SEWER EASEMENT / / 5 A % NO REC4Rp DOGU1dk~iS FOUND h
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- ~ / ~ ~ ~ ~ ~ ~~~~C~~~
25' WETLANDS BUFFER ~ ~ ~ / / ~ / ~ ~ r , , ~ I
~ t ~ / / i ~ ~
F ~ i ~ ~ ~ ~ 111 West Main Street
kr ~ ~ f ~ /N N ~ N' ~ ~ ~ ~ N W Durham, N.C.277O1 N
- r / CLASS 8 RIP-R;aP ~ j
~ '15" THICK, RECESSED ~ j / a ~ ~ RE: 4 GD-9.7 ,r7 / ~ ~ HEnow ~coNCR~E ~ ~ z p 919.fiS2.O368 ~ N ~a f 919.688.5646
~ / / ~ ; / ~ ' RE: t/CDr9.7 { W www.cjtpa.com
~ ~ ~ ~ ~ i
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' ; ~ i ~ ~ / / / ~ ~ .00' r
j i ~ ~ 1 ~ i , SPLITT~R BOX
~ / / / 25' C{TY,OF DURHAM / l ~ ~ RE: 2~CD-9.6 ~ ~
SEWER~FASEMENT % / 1 NO~RECORD DOGUMEPITS ~`OUND ~ r~ ~ 'O ~ l
~ ~ ~ ~ / ~ ,'RETAINING WALL ~1 '
/ N~ ~ ~ ~ ~ ~ ~ ; ~ RE: t~CD-91_4
N ~ ~ / Q / n1 ~ I V ! / ~ , TOP OF WALL 274.5r~ Y
Dlll EATED WLl`ALND ` I ~ ' (rl ~ ~ ~ / I ~
/ ~ 25 WETLANDS. BUFFER---_., / a 111. , , / ~
/ / I ~ ~ ~ I ~ Project:
~ J / ~ I ~ ~ ~
~ ~ ~ / ~ ~ ~ ~ . ~ ~ ~ ~ ,I ~ ~ ~ ~ .70RDAN HIGH
~ / / I ~
/ ti / ~ ~ I. ~ ~ ~ ~ / ~ ~ . ~ ~ ~ ~ ~ SCHOd~
~ ~ ~ ( / / I , ~ ~ I ACCESS DRIVE
~ ti / ~ Z>?A.25 ,
r / ~ o ~s~, ~ `V p ~ I ~ ~ ~ ~ ; ~
~~'w.. F I ~ ~ ~ - ~ 6806 Garrett Road
o ~ . •o + ' ~ p~ / / 9~ f I ~ ~ ~ ~ Durham, NC 27707
~ /l 9. ,y ~ f. I~` ~
0 y ; i I , NOTE:
~ ~ ~ - ~ t , 2s ! < o ~ I / FOR PIPE INVERTS Durham Counfy x'~~~. ,fi ~ _ North Carolina
.A 1 SEE 2~CD 6.1
~ l ~ ~ 5 ~1~~~ ~
' . DILINEATED WETAANDS e~; `~ti ; ~ 1 ~ .>r / ~ ~ ~ ~ DURHAM PUBLIC SCHOOLS
~ ~ Q~ , / / 9 x ~ + I ~ BOARD OF EDUCATION
~ ~ ~ ~ 2 0 ~ / ~ ~ 1 I 513 CLEVELAND ST.
PROPOSED TREELIN~ ~ ~ . ' s_ / / ~ ~ ' ~ r'~ I / ~ / DURHAM, NC 27701
~ r ~ ~ ~ / AY F! ~ ~ / 919 560 2000 i ~ I
1. ~ s a ~ , / ~ ~ r f ,o ~ z~o.z5.;: ; ! I j ~ ~ ~ ~ ~ OWNER:
~ ~ ~ X, ' / j e ~ .A~ l `I ~ ~ ~ s• ~ ~ ~ ~
f ~ ~ 25' WETLAND5 BUFFER / / ~~ti ; f / . I ~ COUNTY OF DURHAM
/ / ~ ~r i ~ ~ r' / p / ~ ~ ~ ( / 200 E. MAIN ST. / ~f III DURHAM, NC 27701
~ ~ ~ 0P~ ~ / / ~QQ , ~ ~ GF~SS LEVEL SPREADER ~ \ ~ ~ I ~ ~ j i
\ ~ ~ / ~ / 0 w ~ ~ ~ ~ oo C! X24 i ~ /
/ 6" SCH.4~ ~ ~ ~ N ! PIN: 0719-03-01-7172
\ ~ LASS BRIP-RAP tp °:~oe f PERFORATED / ~ ~l ~ ! ~ I
15" THIC ~ ~ PVC UNDERDRAiN; CONGRETE WAIL ~ K, ~ SEE SP,EGS ~ ~ / /
FOR LEVEL SPREADER RECESSED ~ / _ / ~ RE: 3~CD-9J ~ ~ RE: 3~GD 3.7 / / ~
' ~ / ~ n II~~ I ti ti i f
ti ~ ~ ~
o ~r ? r ti . / i
X57 GRAVEL FlLTER~.. ' TOP OF WALL=259.9 ~ ~ ~ ~ ~ ~ l/ ~ ,/r ~ 1~~ifilftt!!l
RE, ~GD 9. / ~ CLEAN OUTS /
~ ~ ~ / TOP ELEVATION ~ ' / OF C OPIPE=269.00 r O { f ~
/ ~ ~ ~ / (TYP.) / ? ~ / ~ ~ ~ ~ ~ I~ µ ~ SEAL _
TOP OF GRASS / 5 DIAMETER ~ RGp ~ / D.5
SWALE=259.65 ~ / 270.25: OVERFLOW MH ~ X/ / . I ~ ~1
.PRECAST CONCRETE ~ ~
HEADWALL ' ~ tio/ ~ ~ I r l y
l ~ ~ ~
1 ~ ~ ~ e°%
l ~ NOTES: / ~ . ~ ~ ~ ~ y~P/ ~ 1. FITT NOTES: ~ 1. FITTINGS REQUIRED AT EACH CLEAN-OUT ~
' / ~ t ~ ~ ~ t - 6"z'6"x4" WYE ~ y ~ ~ .
' ~ ~ Qo ~ 1 1 - 4" `45' ELBOW
SILT FENC , i° / ~ 2. SEE 1 - 4" SAP
~ ~ RE: 9f CD-6.1 ~ / ~ / ~ / ~ REQ 2. SEE 5' OIgMETER MANHOLE DETAIL FOR FITTING t' CI X20 NOT RELEASED REQUIREMENTS INSIDE MANHOLE. ~ , , FOR CONSTRUCTION
6" WYE / / `
~ p ~ R=10' I 1 ~ aob Number: 0819
` T~2EE PROTECTION FENC ~ ~ ~ ~ ~ / `tio ~ ; / ~ I 1 ~ _ ~
RE:- "1 GD-11:0."' ~ ~o Drawn SCP
~ I ~ / ~ ~ } ` Checked ~ CNH
/ ~ , / 1 * ~ / - ~ ~ ~ / Date 2-24-2010 ~ ~ ~ _ Revisions ~ Q t5-20i o ~
I / ~ / i' ~ 2702 ~~E~I ~ ~ \
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I ~ 25' WETLANDS BUFFER--~__._. ~ ~ 1; _ ~ -i- ~ t \ Construction Plan Sufamittal
l t r ~ I~ Sheet Ti t7 e
- r i i -
~ ~ ~ l~ , I r' ~ ! \ / ~ r~ ~I,I~\1~~1~11,~ i.
~ BMP PLAN-
~ ~ ~ ~
/ \ / r 1 ' r . its i ~ j Y UNDERDRAIN
/ _ ' ~ / ~ ~ ~ ~ cvc~rene
~ ~ ~ ~ i~ Cl ~#18
l ~ ~ ~ ~ ~ Sheet Number
1 1 5 co-9.1
i I
~ ~ ~ COD BILE D09-00466
_ _ _ _ _ _

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280 _ I ~ I
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Z ' ~ 275 . _ _ I_ _ ~ . _
1 j W ~yj I ~ I ~ ~ ~ 111 West Main Street
j I z' TOP'OF EMBANKMENT I W Durham, N.C. 27701
E 1 U ~ ~ ~ 4 T P SOIL FOR GRASS I
TOP ELEVATION OF ~i I 5.0 - 10N OF ~ z p 919.682.0368
BIORETENTION AREA - 270.00 270.00 ~ f 919.688.5646 ~ wuvw.CJtpa.COm
~ ELEV.~270.25 i i
_ _ _ _ _ ;Y 270 . _
i j
' I PROPOSED GRADE - ~ N N ~ 1 i J I
3 CLAY _ _ 1 ' ~ 1 f I
1 ~ N CORE 1 ~ , CLAY f
I i N r M i
N _ a 265 _ _ ......i.. ~ _ _ . ~ _ _ _ ~ _ .
' , ~ ~ PROJECTED WEATHERED R~ WEATHERED ROCK ~
~ J o ~ ' PROFILE FROM BORII , N ILE FROM BORINGS ~ ELEV. 263.26
I a ,f ' PROJECTED
_ ~ l ~ ~ f ! J j ~ '`WEATHERED
EXISTING GRADE I f/ ~ CROCK
I
26a _ _ - _ - ~ _ _ . _ _ _ _ f ~ ~ "
ELEV. 258.80 _ _ , f i
PROJECTED;, f f ! ~ /`fOd CUT 2.0 MINIMUM CLAY CORE INTO EXISTING I WEATHERED GRADE ALONG EMBAN ENT ARC S. CLAY CORE Project:
ROCK KM EA ~ I NOTE: i
TO BE KEYED INTO TRANSITION AREAS i I CLAY CORE; SOI CLAY~CORE~ SOILS SHALL CON~IST OF USGS .7URDAN H,~GH
-FROM EMBANKMENI~ TO EXCAVATION. j CLASSIFICATION i ~ CLASSIFICATION CL OR CH COMPACTED TO ~CH~~~.
_ 255 _ . o . r _ -100~.~o.F-L~s . S 1-OO%--O.F GTS..-STANDARD--PROOTOR.-MAXIMUM-
I t I DRY DENSITY W ~ I ' -s c DRY DENSITY WITH PERMEABILITY OF ACCESS DRIVE
1X10 S 1 X 10-s OR LESS. ~
~ ~ 1
I ~ { ' i 6806 Garreff Road
Durham, NC .27707
~ ~ 250 ~ z _ 1
5 10 15 20 25 30 ~5 40 45 50 55 55 sa s5 7o Durham Cour~fy
Norfh Garolir~a
11CD-93
PRE-CdNSTRUCTION BMP CROSS SECTION
`SCALE 1 r~_4~~0„ - DURHAM PUBLIC SCHOOLS
BOARD OF EDUCATION 513 CLEVELAND ST.
DURHAM, NC 27701
` 2ao 919-560-2000
OWNER:
COUNTY OF DURHAM 200 E. MAIN ST.
DURHAM, NC 27701
275 _ _ . _ . _ . _ _ _ _ ~ . _ aW

z~z TOP~OF EMBANKMENT TEMPORARY WATER POOL PIN: 0719-03-01-7172
4" TAP SOIL FOR GRASS w H- , ELEVATION=269.00
z 5 DIAMETER MH w
WITH TRASH RACK 4" MULCH i 12" PONDING
- _ELEV.=;27Q.25 3 ~ TOP OF MH; 269.00 " 270 i ~,,.~;F„-;,; -1~-S:S _ 10 S S.--STRAP---_ _ _
~ , 1 'm _ Y y __~E1.EV._...2.69..QQ. (TEMPORARY WATER POOL) CA _
i
PROPOSED GRADE 3 Y _ , f ~ili_~ ~ C - _ _ _ _ _ ELEV. 268.00 (TOP OF MULCH) OR`~'FE ~ . / ,
6" WASHED SAN ' 5 ~ 1 5 ~ FILL SOIL MEDIA ~ ELEV. 267.67 (TOP OF FELL SOIL MEDIA) '~i,,4~ ~
- _ MIX: 85-88% SAND f 11 ~ -
EXISTING GRADE ~ - - _ ' ' ~ u EL u . ii 8-12% FINES ~ ~ W
265 _ _ . _ . _ _ _ , o ~ 3 5%--ORGANIC _ ~.EV~ 4 6 (TOP OF SAND) ~~'t~``~~'~GlNE~F:,~~'~~~
~ ~ ~ ~ ~ ~ :ELEV. 264.17 (TOP OF GRAVEL; ELEV. OF
NON-WOVEN FILTER FABRIC)
_ _ _ :r 3" ~57 STONE
BEDDING UNDER
15 RCP ~ - 260: l~~"6:62~~~-~ ~ PIPS "PERFORATED PVC
NON-WQVEN FILTER FABRIC. UNDERDRAIN PIPET
TURN EDGE UP 12" AGAINS~f INV. ELEV.=X262.3 CLASS B CONC~tETE V. ELEV.=262.32 CONCRETE BALLAST AROUND' MANHOLE,; MINIMUM 6 CUBICi
?:ANTI-SEEPAGE CO(LAR~ CLAY CORE. SEE SPEC YARDS NOT RELEASED
NO FORM WORK REQUIRED. CLASS B CONCRETE': FOR CONSTRUCTION ;ONCRE~E
TOP ELEV.=265.00 15" RCP'; fob Number: 0$19
BOTTOM ELEV.=260.00 IC~VERT TO 15 RCP ' S7 STONE BEDDING UNDER _ LOCATE-AT-CENTEl~LINE..-. _ .
255 _ . _ . _ _ 15 RCP AND MANNOLEBOTTOM OF EMBANKMENT
INV. ELEV.=262.22 Drawn _ SCP
Checked CNH Dafe 2-24-2010________
Revisions d 10-15.2010
250 _ _ _
5 10 ~ 15 20 25 30 35 40 45 50 55 55 60 65 70
2ICD-9.2 `:POST-CONSTRUCTION BN1P CROSS SEC T i0N
SCALE 1 "=4'-0"
Construction Plan submittal
Sheet Title:
BMP CROSS
nrnr~n~ i e n
,-)tL, I IUN H-A Z
sheet Number
Ca-9.2
COD FILE D09-00066

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275 _ h _ . _ . _ _ _ _ _ _ . _ m__ _ _ _ _ _ _ _ _ 01 - - _ _ ~ - W Durham, N C 277
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I - ~ - EXISTING GRADE - _ _ _ _ _ - - - - - ~ 2.5 ~ f 919.688.5646
I ~ _ _ _ ~ - t
( ~ _ _a _ _ PROPOSED GRADE; N EXCAVATION N _ _ _ - - PRIOR TO BMP VESSEL'; I !PROJECTED WEATHERED m www.c)tpa.cOm
_ ~ - - _ EXCAVATION: _ ^ , I ;ROCK ELEV. 268 30
_ . _ u 270 ~ `r-
I PROJECTED WEATHERED :.ROCK
I PROJECTED WEATHERED `PROFILE FROM BORINGS ROCK ELEV. 264.54
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265 ; I ~t / d . ! ' I
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I 260 . _ . ! , _ _ - _ - _ _ _ , _ _ . . _ - _ , I _ _ _ . _ o
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~ t_. _ _ ~ _ . µ . _ , _ _ _ _ - . _ I _ - . ~ _ L___ ~ _
I I JORDAN HIGH
I , I SCHOOL
i
I ACCESS DRIVE
5 10 15 20 25 3p 35 40 45 50 55 60 65 70 75 80 85 90 95 I 95 100 105 110 I 115 120 125 130 135 140 145
I 6806 Garrett Road
I 1 Durham, NC 27707
I
I I Durham County
( I North Carolina
I I
I 11GD-9.3
PRE-CONSTRUCTION BMP CROSS SECTION DURHAM PUBLIC SCHOOLS
I SCALE 1 =5 -0 I BOARD OF EDUCATION I 513 CLEVELAND ST.
( DURHAM, NC 27701
I 919-560-2000
I
I _ ----_L~ _ - . _ _ . _ _ _ _ I OWNER: _ _ . _ . _ _ COUNTY OF DURHAM
280: . - I 200 E. MAIN ST.
( DURHAM, NC 27701
f
I
~ - _
275 1.... _ . _ _ . _ . . ~ _ _ PIN. 0719-03-01-7172
TEMPORARY WATER POOL I
ELEVAR©N=269.00 _ _ . _ _ - - - EXISTING GRADE _ ` _ - , - _ _ _ _ - - _ _ _ _ ( ;PROPOSED GRADE: i
I _ - - - ~ ~ _ CLEAN OUT ' _ 4" S TOP ELEV. `FOR C/0 PIPES 269 0 C/0 PIPES=269.00 I
' _ _ _ _ - - - _ 4 ~1ULCH WITH GAPS ! 12" PONDING PLUS CAP =70.5' I - F~=.~ .2 _2__ ' _ ELEV =270.25
270 E TYP. - - - - - _ - ; _ . _ __.I_ ELEV!=270.0
TEMPORARY WATER P_QOI. -_.v- ~ ~.fl-Eli; -2~.S.ltL _ _ _ _ _ _ _ _ _ _ _ _ ~ ~ _ ~ A ~ ~ ~ ~ Y , ~ ~ _ ~ ~ _ ~ 2s4 On,(TEMPORARY WATER POOL) X11
TOP = _ - ' ( OF MULCH) ELEV 268:00 _ w. . = ` . _(TOP OF MULCH) i~ittrrti ELEV. 268,00 ` ~ C ~ ~ r
(TOP OF FILL; 501E MEDll+) ELEV; 267.67 /i ~FIII SOIL MEDIA ~ „ "~~i~iii.i - „ i . ~ E1EV. 267.67.(TOP OF FILL SOIL MEDIA) ~ ~ '
=,MIX. 85-B8;o SAND.: / u ~ / 8-12% FINES f~
w~~ ~ f _ 265:- TOP OF° _ - p 3 5q ORGANIC - ~ S~~D.I~LFV. _2!>4.SZe . _ _ / ~ . '~.~1.~1.:_25~4:8Z.~(TOP OF~ SAND] ~Y}~ ~C' _ - - _
_ ~ .r,~ - - TOP OF GRAVEL; ELEV. OF EI.EV 264.17 < < - - 7 ; « n,,, ~ _ ~ ELEV. 264.17 (TOP OF ORAVEL; ELEV. OF ~~y9
NON WOVEN fIt;TER _FABRIC) < ~ ° ~ t ~ u ~ ~ ~ ~ ~ ~ NON-WOVEN FILTER FABRIC) ~ ~ t5~~7~~
6" PERFORATEp PVC NON=WOVEN FILTER FA6RIC. '~,~iS '~CIN~.~Q.''
NON-WOVEN FILTER ;FABRIC. 'MINIMUM 3" ;~57 STONE BEDDING UNDERDRAIN`. PIPE FITTINGS REQUIRES AT TURN EDGE UP 12". ~~~i ~7CClANS ~P\~~ SEE ;SPECS ' ~~l~~ ~ u i 11
TURN EDGE UP 12". 18" ;~57 STONE UNDER PERFORATED PIPING ! SLOPE=1.00q 'EACH C 0 260 _ _ ~ _ . _ ~ _ _ _ SEEy SPECS _ , . - - - _ r_. _ _ _ . _ ~12" X57 STONE
6" WASHED SAND ':1-6"X6°X4" WYE 1-4" 45' BEND
(TYP. 6" WASHED SAND
t )
255 _ _ _ . _ _ _ _ . _ NOT RELEASED
FOR CONSTRUCTION
yob Number: 0819
250 _ _ . _ Drawn SCP
5 10 75 20 25 30 35 40 95 50 55 fi0 65 70 75 80 85 90 95 Checked CNH 95 100 105 110 115 120 125 130 135 14p 145 Date 2-24-2010
Revisions '~-~5-2010
11CD-9.3
-POST-CONSTRUCTION BMP CROSS SECTION '°SCALE 1"=5'-0"
Construction Plan Submittal
Sheet Title:
BMP CROSS
r
Z)tu i 1UN b-bS
sheet Number
CD-9.3
COD FILE D09-00066

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w~ ~ _ ~ ~ EXISTING GRADE _ _ _ - - - - I _ 2.5 w Durham, N.C. 27701
~ ~ _ _ PROPOSED GRADE ~ 1 F z p 919.682.0368
I _ i~ f 919.688.5646
- PROJECTED WEATHERED z
, ~ ROCK ELEV. 268.77 w www.cjtpa.com
_ELEV.=270.25 ' 1
270 _ _ . _ _ . _ _ _ _ _ _ ~ s _
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PROJECTED WEATH~RED ROCK i 1 ~
PROJECTED WEAK ) PROFILE FROM BORINGS
~ K ~ ROC ELEV.264.3~ 1 ~ I
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N 265 _ . _ _ - - ~ _ _ . _ _ _ ~ . ,I
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j i JORDAN HIGH
~ SCHOOL
255. _ _ _ _ r . _ _ _ _ _ _ _ , . _ ACCESS DRIVE r _ i
I 'i
~ 6806 Garrett Road
I Durham, NC 27707
i i
_i. 250 _ . _ . _ - . . _ _ _ _ ._w. m___ _ . _ Durham County
5 10 15 24 25 50 ~ 35 40 45 50 55 60 65 70 75 aq 85 so s5 100 105 110 115 12a North Carolina
91CD 9.4
PRE-CONSTRUCTION BMP CROSS SECTION ~ DURHAM.PUBLIC SCHOOLS
SCALE 1 "=4'-On ~ - BOARD OF EDUCATION .513 CLEVELAND ST.
DURHAM, NC 27701
I ~ 919-560-2000
~ l zso . _ _ _ .
f ~ OWNER;
COUNTY OF DURHAM
200 E. MAIN ST. _ _ _ _ _ _ _ _ _ - - DURHAM, NC 27701
1
I
275 .'m_.. - _ _ _
EXISTING GRADE _ w ~ TEMPORARY WATER POOL _ - - " - _ _ _ ~ _ _ _ _ PIN: 0719-03-O1-7172
z ~ _ ~ m ELEVATION-269;00 _ _ _ ~ 2.5 PROPOSED GRADE
~ `w~ - - - - 1
z I » w 4 ~ N ';OUTS _ _ _ - 4" MULCH
~ H !CAPS--- - 12 PONDING LEV.=270.25
.:ELEV.=270.25 ~ _ , _ _ , a _ _ 4_ _ _ _ _ . _ . _ _ _ . _ _ _ 270 _ - _ _ . . EL~EU.=270____00 3 , _ . r _ _ _ _ _ . _ - _ _ . _ _ .
(TE RATE-R ~t?~1 ?68.11: _ _ _ _ _ ELEV ?69.0 (TEMPORARY WATER POOL) ~`~t~triit~tr~r~~
TOP OF MULCH ELEV. 268.OOi ELEV X68,00 (TOP OF MULCH} ( CA}~
~ OR' ~s /1.Q ~ 'F
J.';- (TOP OF FILL S41L MEDIA) ELEV. 267.67; I ~ /?o ~ FILL SOIL MEDIA r , 1 / / ~ i <i ELEV. 267.67 (TOP OF FILL SOIL MEDIA) ~ ~.•~„a
ire/ ~ - 1 ~ ;MIX: 85 88% SAND l _ ~ A1. ' 11 ,
r-- / , ~ $-12% FINES 1 o - ~-3, 5% ORGANIC _ _ _ _ _ _ ; _________~2~,~ (TOP-oF sANDj--__ _ _ . _ _ _ _ _ .
265 . _._.__.._(TOP OF SAND) ELEV_=._264:6~~
TOP OF G L L 1 r .r~ _ 7i ~ ~t v , RAVE • E EV. OF ELEV. 264. 7 ~ r' ELEU. 264.17 (TOP OF GRAVEL; ELEV. OF h~
NON-WOVEN FILTER FABRIC) ~ NON-WOVEN FILTER FABRIC), ~ ~~.LiAM
6" WASHED SAND NON-WOUEN FILTER FABRIC. ~ ~ ~ ~ ~ ~ ~
i; 6" PE~tFORATED PUG 57 STONE MINIMUM 3 ~57 STONE BEDDING ;FITTINGS REQUIRED AT ~ ; UNDERDRAIN PIPE AT TURN EDGE UP~12".
UNDER PERFORATED PIPjNG EACH C 0 SEE SPECS
260 _ _ ~__6 X6~ ~4. E . r.._... _ , _ _ _ _
1-4" 45' BEND
NON-WOVEN FILTER FAB IC. p. ~ , (TY ) NOT RELEASED
TU EDGE UP 2". RN ~ FOR CONSTRUCTION
SEE SPECS
lob Number: 0819
255 _ _ _ Drawn SCP _
Checked CNH Date 2<24-2010 ~ _
Recisions 10-15-2010
250 _ 80 85 90 95 100 105- 110 115 120
5 i 4 15 20 25 30 35 40 45 50 55 60 65 70 75
2tCD-9.4
POST-CONSTRUCTION BMP CROSS SECTION _
SCALE 1 ~=4'-0"
Construction Plan Submittal
sheet Title:
BMP CROSS
A!~/1TtA~ 1 A /1
ACV f IUN U-U
Sheet Number
CD-9.4
COD FILE D09-00066

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EXISTING GI ~ ~ EXISTING GRADE ( - Z 111 West Main Street I _ _ - _ - - - - _ _ - W Durham, N.C. 27701
TOP ~F EMBANKMENT
" TOE SOIL OR GRASS 4 F - - _ - _I - - - - _ _ " z p 919.682.0368 - - - _ I ca f 919.6$8.5646
! W www.cjtpa.com
PROPOSED GRADE 5'~ - LEV.=270.25
ELE~~.=270.2E ~ _ - - _ 270 _ _ _ _ _ ELEV.-270.00 _
t 1 - I PROJECTED WEATHERED C~-~.2
I ~ ROCK ELEV. 265.69.
CLAY N ~ CLAY . N I f
(
CORE ~ - CORE ~ ~ PROJECTED WEATHERED N ? I
ROCK ELEV.; 261.43 N i
265 _ ~ _ _ PROJECTED WEATHERED ROCK /
s - f ~ ~ PROFILE FROM BORINGS (
I t E
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~w 7~ f t
_P_..,. ~ f//, 260'. _ Y , f _ ~ ~ , I
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[ Project:
I CUT 2.0' MINIMUM CLAY CORE INTO EXISTING NOTE: [
GRADE. ALONG EMBANKMENT~AREAS. CLOY CORE CLAY GO~tE SOILS SHALL CONSIST OF USGS [ .70RDAN HIGH
TO BE KEYED INTO TRANSITION AREAS P CLASSIFICATION CL OR CH COMPACTED TO SCHOOL
FROM EMBANKh~ENT TO EXCAVATION. ~ 100% OFf ITS STANDARD PROCTOR MAXIMUM I _ _ _ _ _ ~ . _ - _ ACCESS DRIVE
265 _ _ _ - DRY DENSITY WITH PERMEABILITY OF
I -s c ` 1 X 10 ; ~ OR LESS. E I
I I
I [ 6806 Garrett Raad
I I [ Durham, NC 27707 f [
I
250 _ _
5 14 15 20 25 30 35 ~ 40 45 50 55 60 65 70 75 E 5 _ 80__ es I 90 95 _ . _ _ _ f.QO _ _ 1 a5 . _ .110 _ _ . _ _ 115 - 12o Durham Caun ty [ North Carolina
11CD-9.5 ~
PRE-CONSTRUCTION BMP CROSS SECTION ~ - [ DURHAM PUBLIC SCHOOLS
SCALE 1 "=4'-0" I [ BOARD OF EDUCATION [ 513 CLEVELAND ST.
I [ DURHAM, NC 27709
I [ 919-560-2000
280. _ _ _ 1 I . _ _ _ _ . . _ _ I _ _ _
I [ OWNER:
I
[ COUNTY OF DURHAM [ 200 E. MAIN ST.
E [ DURHAM, NC 27701
l I
_ . _ _ . [ EXISTING GRADE _ _ _ I_ _ _
275 ~ EXISTING GRADE
w ~ TEMPORARY WATER POOL I _ - - I PIN: 0719-03-01-7172
z .TOP QF EMBANKMENT _ i ELEVATION-269.00
~M1M1~~II 4 TOE SOIL. FOR GRASS - 2.5
~ ~ 4 CLEAN OUTS - - f CH [ 1
f I ~ ~ ~ - - ~t2""P~SNDING 4 MULCH (TYP.) _ _ELEV.-2?C.~~ ? _ _
_ _ _ _ __-----y---~ 270' _ _PROPOS~D_GRADE_ _ ELEV.~-270.00 LEV.=270.25.
TE WATER POOi. _ELEV. 269;00 . _ _ _ _.v---= _ _ _ _ _ _ _ _.v..~_ _ _ _ _ _ _ _ ( _ ) - _ - _ _ _ _ _ _ _ ~._~LEY.__26~9,.OQ (TEMPORARY WATER POOL) ~ ~ ! r",,'~~
M' _ - ? TOP OF OLO~~' F~t~. 268.00 1 H C f 'ELEV. 268 00 (TAP OF MULCH) ~~•''~E~ ~ ' i~ ;
{TOPfOF FILL .SOIL MEDIA) ELEV,~1~67.57 ;,~,f` ; ~ m "FILL SOIL MEDIA 3 % ~ %/i ~ ~/rlf/tip ~ I ELEV. 267.67 (TOP OF FILL SOIL MEDIA) ~ AL "
f ~ ' ~ MIX: 85-88% SAND! i f z ~ - ~ ~ ~ ~ r ~ % ~ 8-12% FINEST ~ 11
_ . I
265 ' _ _ _ ~ o 3 5% '',ORGANIC/,' EJ~L264;67 (TOP Of SAND) _ _ _ •.,c~4,~ ~ . w,
- - - ~ ~ , . TOP OF GRAVt~, OF ELEV. 264.17 ~.e = ~ , 4 ~ ~ ~<< ,,u~ s,„;~>,~: _ i ~ 4 ~~~n~ ~ ~ ; ~ ~ ELEV. 264.17 (TnP OF GRAVEL; ELEV. OF •,'~~,y~~t ~AM~,~,~~~~~•
1~~.=W6VE~; FII_; ~R rABRIC) . ~ ~ NON-WOVEN FILTER: FABRIC)
- - 6 WASHED SAND NON-WOVEN FILTER FABRIC.
6 PERFORATED PVC MINIMUM 3" 57 STONE BEDDING X57 STONE UNDERDRAIN PIPE ~ FITTIN( FITTINGS REQUIRED AT ~ TURN EDGE UP 32°.
UNDER PERFORATED PIPING EACH EACH COQ ~ SEE SPECS
260 _ _ , -----,J- 1-6 X __---~-.-~r-,-~~._______~_.__ w__ _ _ _ _ _ _ : _ _ _ _ . . . _ _ _ 1-6 X6 X4 WYE
1-4„ 1-4" 45 ?BEND
NON-WOVEN FILTER FABRIC. (TYP.) (TYP.) ~ ~ NOT RELEASED
TURN :EDGE UP 12. FOR CONSTRUCTION
SEE SPECS
fob Number: 0819
Drawn SCP
255 i _ . _ _ . _ _
Checked I CNH _ Date X2-24-2010
Revisions ] 1D-15"2U10
250 5 80 85 90 95 100 105 110 115 120
5 10 15 20 25 30 35 40 45 50 55 60 65 70 75
21CD-9.5
POST-CONSTRUCTION BMP GROSS SECTION
SCALE 1 "=4'-0" -
Construction Plan Submittal
sheet Title:
BMP CROSS
f~[~l1Ttt1~ I P1 n
JCV 1 IUN U-U
Sheet Number
CD-9.5
COD FILE D09-00066

W
+ t 1.0' WIDE ~
GALVANIZED TRASH RACK TO BE CONTECH OR EQUIVALENT. #57 GRAVEL FILTER t~- U
TRASHRACK TO HAVE 2'X3' MIN. ACCESS HATCH. TRASH RACK MUST BE $OLTED TO STRUCTURE USING 16 STAINLESS STEEL BOLTS, WASHERS 1.0' WIDE ~ F
AND NUTS. L. CONCRETE WALL x
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5,_s„ 4.0' WIDE ~ GRASS SWALE Q
2:1 MIN. SLOPE w d.
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GALVANIZED REBAR 15° MINIMUM DEPTH PRECAST CONCRETE Z o
TRASH RACK OF RECESSED HEADWALL; RE:1/CD-9.7 j ~~1~1 CLASS B RIP RAP
15" RCP FROM ~ ~C~~I~~~
8" MAX. BMP MANHOLE Z ~JU
~ < > > ~ ~f1 Uh1~~~PA
< ~ _ r ~ , _
ANCHOR BOLT FASTNER 4.0 2.0' ~ 10rd..t ~
TO TOP OF RISER WITH 0
5'-D" STAINLESS STEEL BOTTS ` ~ z 111 West Main Street
. ~ ~ INV ouT=26o.0o W Durham, N.C. 27701
GENEWaL NOTES 1. STRUCTURAL DESIGN SPECIFICATIONS CONFORM TO ASTM C913 AND NCflOT STANDARD 838At. ' K rj..i W - ~ z p 919.682.036$
2. CONCRETE COMPRESSIVE STRENGTH 4,400 PSL MINIMUM. I 3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM C890 SPECIFICATi4NS FDR ~ ~ ~ f 919.688.5646
"STRUCTURAL DESIGN LOADING F4R WATER AND WASTfWATEft STRUCTURES" AND SHALL tlTILIZE E-BARS. CANFORAlINC TO THE REQUIREAifNTS OF ASTM ABtS OR WWF CONFORMING TQ THE Q. GRADE 80 R REQUIREMENTS OF ASTM A185 OR BOTH: ~ $ W www.cjtpa.com
4. ADDITIONAL REINFORCING AT OPENINGS. 5. All CORNERS EICPOSEO TO BE CHAMFERED 1". o Q
5. PIPE PENETRATSON TO BE AS PER JOB REQUIREMENTS. PIPE TO 8E GROU7E0 BY CONTRACTOR 6+' PVC. UNDERDRAIN AS PER NC40T REQUIREMENTS.
Q 12" EXTENDED BASE tr
5' ~ (INSIDE) Q PRECAS` MANHOLE
' RQ
~ 8 T.. Q. t
~ ~ 15" RCP 6" PVC UNDERDRAIN O`~
ll. • , ~y
. ~
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v r~,. ~ . , S;vA' 0~ PIPE .r~~p, ~ . ~ ~ TO MANE-oi USING
_ y~ NON-.SHRINK ;ROUT
e~ r tf a , PRECAST CONCRETE
HEADWALL; RE:1/CD-9.7 Project:
e ~ tAr t 'Y
fat t e S, •r'~' y JORDAN HIGH
e ~ , F 6° PVC UNDERDRAIN .1 ~4 .I ~ s Y~Q .(F SCHOOL
V ' y ' 4... PLAN VIEW 15" RCP FROM ACCESS DRIVE
" 8MP MANHOLE
~ PLAN C~ fi.62%
s~
TOP OF CONCRETE 2,0' 10.0' 6806 Garreff Road
y HOT DIPPED 12" DEEF 6^ _ - GALVANIZEi) BRASH `RACK 57 GR~ - # 12" DEEP RECESSED WALL=259.90 flUl"haCI1, NC 27707
#57 GRAVEL FILTER 6" 6" LEVEL INV OUT 260 00 - ____I I__1 i I.-
f~~rLE,~' sf~~~.~1g w.t~~~ 'i ~ sa : TOP OF MH 269.00 5' ~ (INSIDE] MANHOLE 4.0' GRASS SWALE ~ d~ I ( ~ , ~ r ~ ~I hI I I-~ ' (}UI"~1 aCl7 COUn ~'y
12" ! 20" 15" S 18" 4'-0",' 2'-0" 6 0 8" :4,880 LBS. 15" ' 26" NA 20" 4'-0" 2'-0" i 6 -0" 8" i 4,880 LBS. ~ > I~~=.} ~ r< Noah =j ; ~ ~ ~ ~ I--_I E , ~ . < coMPACTED solL Catalina
8 TEMPORARY WATERPOOL Lw.-269,00 TEMPORARY WATERPOOL ELEV.=269.00 a,_0; 2 _q . B 8..:6:520 LBS. : s--~ I ICI I -l ~{-I ~ ~ -i I-11 II , I
24 ! 32" 28 's 30" P t I- „ ; " ~ ~ I, : 8" 1o,eao t.es. 12 ONDING 12" PONDING ~ I~ 30 d2 36 36 5'-0" 2 b :9-4 _ _ ~ ~i I;---! ~ ~=1 ~ I=1 ~ € I i-'rt r " (-i E I _ _ I ~ TOP OF GRASS ~ '_.Y . ` _ ~ -80TTOM ELEV.=258.59
36" d$" 42" i 42 : 5'-4" : 2 -6 11'1 a"!10" :14,855 LBS:. ~i ~ { ~ I_ I ~ I-I ~ 1.0' ~ ~ ~ ~ i ~ I ~ j ~ ~ ,-SWALE=259.65 ~ ~ ~ ~ DURHAM PUBLIC SCHOOLS
42„ 54" NA ' 48' g+..p„ 3 0" i 2'-8" ! 10" i 21.120 LBS. ~ ' 'A8" 62" ; NA 5,4" ~ 6'-6" 3'-4" 14'-4" 10" ' 28890 LBS. ~ . . , ~ ~ I ~~I ~ _i ~ f ~ I BOARD OF EDUCATION
' 'GEfpuS PFpN1~.D By aanµ CC?~1.~lG $lGti~YEA$ Pd 316 S.S. STRAPS (1 PER UNDERDRAIN}. ~ I_ BOTTOM OF GRASS 15' MINIMUM DEPTH 513 CLEVELAND ST.
` TOP ELEV. OF ANCHOR TO M.H. WALL USING S.S. 15" RGP STUD ANCHORS. ELEV.=257.40 SWALE=258.65 OF RECESSED .DURHAM, NC 27701 STEEL CAGE CLASS B RIP RAP 919-560-2000
11CD-9,7 PVC DRAIN=265.17 C~ 6.62 6-#4'S HORIZONTAL CONTINUOUS
T NE DW L V=262.22 ~ 6" PVC UNDERDRAIN P3PING FOR BMP PRECAS.CONCRETE A A L IN #4 11ES C~ 12"
NTS INV IN 262.32. INSTALL UNDERDRAIN PIPING THROUGH MANHOLE USING OWNER:
WATERTIGHT FLEXIBLE BOOT. COUNTY OF DURHAM 200 E. MAIN ST.
--SLOPE PROFILE VIEW DURHAM, NC 27701
' f12'` ' U 3° #57 STONE BEDDING UNDER PIPE 3/CD-9.7
LEVEL SI LEVEL SPREADER
I N NTS #57 STONE BEDDING Ut`OER FIFE CONCRETE BALLAST AROUND NTS
MANHOLE, MINIMUM 6 CUBIC YARDS PIN: 0719-43-01-7172
BOTTOM OF MANHOLE
12" EXI"ENCi~D .BASE ELEV. = 261.04
#57 SONE BEDDING UNDER CLASS B CONCRETE MANHOLE BOTTOM
2/CD-9.7 INVERT
OVER ELOW MANHOLE AT BMP \4titttllllllpf! !
NTS SECTION
i
~
~lG w
f~. 95 ~
. S • ~iNE~,,~ .
c! ~zs
lO0 YfAR STORM NOT RELEASED
!NV !N 270.18 ELEVATION 272.53 100 YEAR STORM INV OUT 270.13 SPUTTER BOX 25 YEAR STORM FOR CONSTRUCTION
f1Et~ADON 27255 flEVA110N 272:41 25 YFAR STORM 1NV 1N 270.05 J0 }EAR,M
1NV OUT (12~ 270.00 fIEt~A710N 272.32 1NV DUT (30~ 269:50 aob Number: 4819
10 YEAR STORM - - i - - - i YEAR'`70)?M ELEYA110N 27233 ~r_ = - - - fLEi/A110N'272A3
Drawn SCP
NCRf7E NE4DWAt(. / 30' Rcn.-~ ~ 1/09,7 roo YFAR sroRM : Et~iAnor ~6s.53 CONCRETE SPILLWAY Checked CNH Date 2-24=2010
25 YEAR STORM ELEVATION 169.52 TOP OF SPRLWAY: EL~ARON 269.30 100 YEAR STI 100 YfAR STORM: ELEVATION 269.26 Revisions 10-15-20f0
10 YFi1R STORM : ELEVATION 269.52 25 YEAR STO J I YFAR STORM ELEVATION 269.51 l0 YfAR ST01 < - 25 YEAR STORM : ELEYARON 269.25 TOP OF EfgNK : ELEVATION 270.00 l0 YFiR STORM : ELEVATION 269.25
` i YFAR STORE / 1NV1RT 1N=269.75 h ~ ~ < . i YEAR STORM : ELEVATXJN 269. i4
i1.00Lf-24"RCP ~ - - - ;-r =1-- - - - - - - - - - - - - - - - - - - 1 I
0.73Z SLOPf 18.00 LF-12' RCF FOREBAY } ~ - - ` - 1.39% SLOPE I: n 3 3
STORAGE = 124;' ~F ,I < _ B1OREfENTtON AREA , - x L +l ~ ~ ::?ENTtQN AREA OUERfLDW MH T INV !N/TOP 269.00
1 . 80TTOM ELEVATION :268.00 I ELEVATION :268.00 INV Ollr 262,22
` t(_ < , RECESSED C1ASS B "t , ; ~ TOP OF &WK r 270.00 RIP RM, MINIMUM:. , r. ~ , STORAGE _ 5,682 CF " &WK r 270.00 ~E _ 5,682 CF
THICKNESS 15" ~ t;
40.00 LF-i5" RCP X57 GRAVEL RLTER z25xstoPE LEVEL SPREADER Construction Plan Submittal
roP of wALL=25s.so
INV our 2so.ao TOP OF CRASS sheet Title
SWALE=259.65
BMP DETAILS
RECESSED CLASS 8z RIP RAP, MINIMUM ~J
THICKNESS 15'
4ICD-9.7
HYDRAULIC PROFILE Sheet Number
NTS CD-9.7
COD FILE D09-00066

W
F
U W
4 ~5'S CONTINUOUS F
30" I V
a
".HIGH CAP • • • 12" 4" HIGH CAP 42'-6" 10'-0" W
d TM
TOW=274.50 TOW=274.50 TOW=274.50 s ~t~ E ~ _.r_._ ----~..e._ CLASS "A" CONCRETE - 40D0 PSI Q V
' STEEL - 60 KSI NOT NOTE: ~
KEYSTONE OR EQUAL _ " INS1 1'-6-" BLOW UP OF CONCRETE LEVELING PAD -I-,-~- NOF INSTALL DRAINAGE STONE AND ~ ,ft, NON-WOVEN FILTER FABRIC TO Z i( O(~ ~~1r~
GRAVITI' RETAINING WALL _ i W(R ______;__._1___~__.~~.~..~ WITH STANDARD UNITS DAYI / WITHIN 12" OF FINISHED GRADE. Q `\..J~-' lei l~ 11
ELEV=271.D0 PIPE DAYLIGHT 4" PERFORATED DRAIN o PIPE TO FORBAY OF BMP. Z
ELEV=270.50 ~ ~ ELEV=274:50. - - - . . _ ; _ ELEV-270.50 ELLV 270 " . ; CLEAN WASHED F CLEAN WASHED z V~V
~ ~ ~ ~ ~ , DRAINAGE STONE
6 ~6 6" I-~ ELEV=270.00 I 4 PERFORATED DRAT E _ ~ ~ - I` >•D PERFORATEDNDRAIN PIPE Q ~~U.l~ `~~PA
- ~~U-~- -I- -i- ON WOVEN FILTER 12" AROUND FULL PERIMi JON-WOVEN FILTER FABRIC a 1ROUNDFtlLI PERIMETER OF o
ELEV=267.5a1 _--L-----------------------------._-_____.~_ (------------I-- STONE AND WALL t7 ;TONE AND WALL
12° THICK & 30" WIDE CONCRETE 12" THICK X 30" WIDE EAST ELEVATION NORTH ELEVATION LEVELING PAD CONCRETE LEVELING PAD TICK X 30" WIDE ? 111 West Main Street
tETE LEVEUNC PAD ~ Durham, N.C. 27701
z p 919.6$2.0368
11CD-11.4 ~ f 919.688.5646
RETAINING WALL #1 ~ www.cjtpa.cnm
` SCALE; 1 /4 = 1 -0
149'- 14s'-s"
ss'-o"
41'-9" 41'-9" „ r o"
1'_ " 6'-0" 14'-9" 1T-6" 25'-6"_.~- > TOW=284:00 I TOW=284.00
_ TOW=283.00
TOW=282.00 TOW=282.00 I ~ Project:
I I ELEV=2ao 00 = Ji~RDAN H.IC~H
ELEV 278:87: REGRADED PARKING LOT E =278.87 . REGRADED PARKING LOT I REGRADED PARKING LOT ELEV=278.00 ~
I I.I. I 3'-0" MINIMUM ~ELEV=276.31- - ~=277.00~~ - - ~ 1. Htl V L
_ 1 _ _ I - . - - ELEV-275,00. ~ - ELEV?,275.D0 I,-,,. - - - .'t _ ..e......._.. - I - - - - - ELEV 275,00 - E =273.75 ~ ~ -J - ELEV=273.75------------------------------------ _ _ _ _ _ _ _ _ _ _ ~ ELEV_275.00~ ~ _ _ SLOPE TOP OF FOOTING TO PROVIDE - - - - ~ _ - - - - - - - - _ - ~ ACCESS DR ~ VF
- MINIMUM 3 0".COVER --~-_.-----=---1.'-_
ELEU=272.50 I„_I`_. - ~ - ~ ELEV°272.50 , -------K~J~-/"---------------- --1-- --~'J'- KEY-~'~~
KEY,.--'"'- WEST EI NORTH ELEVATION WEST ELEVATION
6806 Garrett Road
Durham, NC 27707
Durham County
North Carolina
21CD-11:4 DURHAM PUBLIC SCHOOLS
RETAINING WALL #2 17 - 1 f-~l) l.,yn BOARD OF EDUCATION
SCALE. 1 /8 513 CLEVELAND ST.
NorE: DURHAM, NC 27701
FOR. TOP ELEVATION SF~ r r _ 1. EXTEND STEEL-REINFORCEMEPIT TO WITHIN 2 ELEVATION VIEWS ~ INCHES OF TOP OF WALL 919-560-2000
I 2. LAPS TO BE 36 TIMES BAR DIAMETER
• ° 3: STEEL Fy = 60 KSI , OWNER:
4. CONCRETE F'c = 4 KSI 4' ~'B" HORIZONT L E.F. # S _ A r a COUNTY OF DURHAM
200 E. MAIN ST.
r DURHAM, NC 27701
ACCESS DRIVE ~u ~ ~ PARKING LOTS
~TS ~ 8" VLRTICAL EF.
r ~4'S'< ~ 8" TQP PIN: 0719-03-01-7172
STS @ 8" e e 4'-6"
s r ? r r e i • e • • • i
1b" 15„ r e r . • • r • s • • • r
~~`~,,y~' I~A11r~!'' N
~4'S ~ 64TTOM 15' : ~ 15'• STS ~ 8" • a G~~'~'/
i Ms's ~ 6" AL _
9
15" 3 ~6'S CONT. ~~J~~~Qw~
~''~~~~JCC,i,AM
CONCRETE .RETAINING WALL 2
NOT RELEASED 12'~ ~ FOR CONSTRUCTION
NOTE: .FOR TOP ELEVATION SEE , • 1. EXTEND STEEL-REINFORCEMENT TO WffHIN 2 ]ob Number: 0$19
ELEVA110N VIEWS INCHES OF TOP OF WALL
2. IAPS TO BE 36 TIMES BAR DIAMETER 3. STEEL Fy = 60 KSI Drawn SCP
4. CONCRETE F'c = 4 KSI Checked ~ CNH _
35'-0" T-0" ~4'S ~ B" HORIZONTAL E.F. • • Date ' 2.242010
..31,14„ 2'-8" 1'-0" " » " Revisions 10-15.2010
1'-0 2 -5 3'-7 N AGCESS gRiVE N • • N TENNIS COURTS N ~ -
TOW=291.00. TDW=291.00 TOW=291.00 • • -
~8'S 8" VERTICAL EcF.
- _ELEV=289.19 ELEV=269.19 TOW=288.87 ELEV=288.9 ~ ; _ • •
~e~; _ 7 , ELEV-288.1 ~ _ . _ , . #4'S ~ 8" TOP ~6'S ~ 8"
ELEV=266.aD 'j I ~~~I I I I I I
I I I
I1 II I _ I - ELEV-285.871 _ L_ - - - _ _ - -l -I- - - ~ELEV-285.87
I - - - - - fi -I t- ELEV.-285:DD - - ~ELEV-285.00 15" 15" Construction Plan Submittal
- - - - _ I _ I"'`'" - - - - ~ ~ELEV-284.62 - - - ~ - - - - - ~ - - ELEV-284.62 - • • • • • • • • • • • •
I ~ T r 1- -1 I ELEV-283:75: - - - L ELEU_283.75 - - J - sheet Title:
- ~ L - - -I- - - -r-- - - JELEV=283.37 I _ - - - - ELEV=283.37 ~4'S {N 8" BOTTOM 15" ~ 15° ~6'S ~ B"
~ELEV=282.50 - - - - - - - ELE1!=282.50 ~ ~~-KEY KLY • • ~6's RETAINING
EAST ELEVATION
NORTH ELEVATION 1 I _ -
1 15" -S ffb5 GUN I. WALLS
CONCRETE RETAINING WALL. #3 Sheet Number
3/CD-1 1.4
RETAINING WALL #3 CD-11.4
SCALE: 1/4" l'-O" COD FILE D09-00066

PROPOSED TREE PROTEC110N PROPOSED TREEllNE TYP. ~ ~ "
- - RIP- PIN 0719-03-02-9022 PIN 0719-03-12-0012 PIN 0719-03-12-1032 PIN 0719-03-12-2022 PIN 0719-03- PIN 0719-03-02-6023 PROPOSED PIN 0719 03 02-8022 INLET ~3 WEISNER WILLIAM H JR WEISNER WILLIAM H JR COSTNER TIMOTHY BOWERS MICHAEL T PIN 0719-03-12-3022 FENCE (T1P.} RE: 1 JCD-11.0 PROPOSED 6' MASONRY WALL ~2 r ~ ~ f W
RICE JOHN R & RICE CELIA L 22,5' LANDSCAPE WEISNER WILLIAM H JR RE: CD-6.1 ER JEAN G WEISNER JEAN G COSTNER LISA BOWERS MARGARET M OAKLEY RO DB 1013/429 BUFFER WEISNER JEAN G HW X46, DB 258/173 4:1 SLOPE DB 1258/173 DB 4967 463 1 7 RAMON~ OAK~EY ROBERT R PIN 0719-03-12-4022 RE: 1jCD-t1.t ~ PPIN 0719-03-12-5021 ~ Y. ~
PB 47 46 ~ f ,D '3p1 706 INV = 267,11 / DB 388/ 8 3:1 SLOPE DB 6124 PB 47/46 f f f PB 47/48 PB 47/46 PB 47/46 ~ SNED RAMONA H C HOWiE WILLIAM A ~ KING JOSEFA BYFIELD ~ ~ DB 6124/151 NOWIE BETTY J _ ~ ~ ~
f ~ SXED DB 1562/489 W SHED ~ ~ DB 349/4..01 PB 7/46 !f ~ 32" OAK ' i ~ i-
/ % ' r PROPOSED BERM ~ ! k. GATE ~ ~ ~ PIN 0719-03-11-7888 Z ~I ~'~4 U
i i / / ~ \ \ iii /lam ~ ~ ' ..yL.-.. RE: 13~CD-6.1,~~~/ ~ - WALKER JAMES C ~
/ J'.~. ,ems y l _ ~ ~ ~ ~ j DB 256/654 ~i - ~
~ ~ > ~ y - ~ ~ W
, ~iASQN x ` ,f ~ ~-=t'-~ ` ~ ~.A'"\ ~ 'v v A ~v V ~ ?~y v/~ < ~ ~ A v ~ v ~ A ~ ~ , y~ ~ WAS >~1'`\ 1 1 ~ ~ TM fi.~~ y ` ' i CI 40 ~ ' ;
~ ~ yiv y ~ a, x y V ' _ ~ _ Yn , + r. , v ~ ~ ~i ~ ~ CI ~45 / ~ I ~ C _ ~ SEE SNEEi CD-4.t FOR ~
. .PROPOSED BERM . , - ~ ~ ~ - 2a ENO GRADING ZON ~ r ~ I : ~ P ~ +5~;,' ~ GARRETT RD. IMPROVEMENTS C
.088 AGRES`'OF, , NDS ~ ~ ~ N, ~ t v'1~ ~ yr V' V` v - ~ , ' m y ~y A \ y ' ~ W tD 1 k, A A ~l A
, \ ~ ~ i TO~BE'Fl ~SU&IECT °`f v ` , - ~
~ ~ ~ i , x , f. ~ V V ,z _ ~ , ( 1 \ ~ ~ ~ y~, A ~ ~ ~ ~ t_ ~ ~ ~V a, / ri / / l , rr 1, r r r r r ri r// I'. 5q'^"r~/ I ~ ~ V~ \ r r / / r r i / / ..A 4~
;f ~ - ~ , ; ~ ~ , ~ y, ~ v , ~ yV A ~ ~ ~ ~ ~,y7pp / r ~ /i U i i/, /i / „ ~ U1 i Z
EXLSTING MN TOP ELEV = 273.26 ~ J l , . ~ ~ r ~ 1 + ti ' , i, / ,i /r,, ~ , , ~ ~„1~ii,~, / /l f ~ / 4 r,, ' ~ I X36 ` =~.~v v ADD MANHOLE RISERS TO ~ / ,1 t`, ~ i i /il,r ~ i~~~ r,.,.. f 1 l / ~~;~i 1f ~ A - A ~ ~ ~r// r iii, r r / r~/i/i r~ir~/.~~ /.t~ I
DUKE ENERGY RAISE fRAME AND COVER / / t . s ' i , ~ ,X,; „ t; r , ~ • . / / / i ~ / l~ /i~rii ii / % rr ~ ~ I r d
TRANSMISSION EASEMENT TO 281.0 ~ ` I ~ r~' ' , ~ CI X33 •1~ ~ ~ . i ~ ; ~ r ~ ~ ' , ~ i. ~ ~ ~ ! CI X32 ~i CI `~34 CI ~ ~ ~ ~L 37
' ~ , 1i ~ d/ ~ ~i~ PROPOSED RETAINING _ ` ; ~ ; ~ , ; -~/,'i "1- ~ ~ ~ PROPOSED:-' J I~ l ii ?'r f ~ , i /,.1 ! , ff WALL ~3 , : / GY' fr~,~i°~/ /~f,,/,~ ~ ~ / ~ „ ; % %rr t,i ~ : u ~ ~ 9 7 7 West Main Street
PROPOSED Gt1ARDRNL , j ~ i r, RETAINI G WALL 2 ~ / ~ I ~ ; r % ; , o/ r ,?~i _ RE: 3~CD-11.4 ~ ' ' PROPOSED GUARDRNL . % ~ ` RE: BB~CD-11.0 ~ f , RE: 2~CD 11.4 f _ ~~,~o,r W Durham N.C. 27701
I ~ ~ ? ~ i ~ ~ i ~ ~ rr ~ ~ap~~~ f~ / % j , Ur ri I O , ~ 7 ~~f ~ , ~ , , ~ r I ~ z p 919.682.0368 / ~ riG , ~ ,,r j/ rl/ri % r a , / r r / . r, r ~ /i r
"I >1 ; to ~ CONCRETE FLUME ~ /rri f~%; ~ , ,r, RE 4jCD-11.2 ~ i=//~, J i RE. 1~CD-11.3 ~ ~ ! ' ` / ~ ~ ~r j ~%i~~r ~ ~i~~/ j / / jir / r ~ j i Sri ~ c- ~ ~ I j p,/ ~ r / rji , / j~/r~ ~/~/i~(~ f f r/~ ~i~~ % ~ r / /q~~~r/ /~r ~ ~ 1 ~~~.6~~.~U4'6
PROPOSED TREELINE (TYPJ ' % /i • ,SCI 41 ~ ONCRETE ~ ~ ~ f~ l,f ;i..r - r f r 1 r~„ r ~ ~ r .,1, r. ~/fJ1f f.~~~~ ~~~lfll f>~rri/jir%~i/ ~i j//'~/~ r/irr, ii rir~r' ~ ~ f i-~ ~ r. ii %4" /f /,r .~./`l f / r r r / / 1% /r r1 ~ r~ ~ 't ~ Z ~ ~ r, ~ i ~ ! j i f ,f.~; ~ , ji; ~ it t , c w WWW.C t a.C01t1 , / / ~1l /r ~ ri / 1~f f f ' r i ~ rr % ~ M
` ' 1 a i / / / ~ ~;?j. fj l'~/'`./ ~l%~ l , ,;/~rj l PROPOSED TREE PROTECTION ~ rig, ;•r ,,/X~r ~ CHANNEE. ~ ti: ,1,, f //,~i;;. ~1, j r ~ f"jf~~//~ f!~~~ i/~~ rUrr i~`i/~/ /f, ~~r/l •f /f/f ~ r/i~~~ r ~l~ i/i r ~ ~ / /r i ~
!r r / RE. 3 CD-11.1 l1 . 1 f~ 1 ,/~j1~r~~'~i~/ ~ ~ FENCE TYP. RE: 1 CD-11.0 ; ;/r ~ ~%ji/„ ~ / ~ ~ ; , ~ ~ 1~Jr ~ i,,~/ ' r~ >r., ~ , ~~1' F , . ~ ~ ~'I f ~ ~ f~f f~1f~/~~j~ r~%/ r~~•~ f• i ! ~~r fi {jf~f f/ r ~i ~~fff r~ /f/ ~%j//~ ~ ~ ~ ~ / . l ~ ~ ~ /f r' 1,r1~ ;ff %'~.ri~ I / 1, rr,/, /r r ou c is ~ ~ f r ~f~--~-t==,'~, ~ ou ~ ~,i
HW #47 ~ OC 278.00 ~ ~ ~ INV = 265.5 ' ~%~f~ ~ ~t , v 1%~ ,o out
1 r j ~2 ;,y, t i , r ; i ry!i„ f { ~ ~ CI 22 4: ~ ~ ~ j ~ ~trf! JB X23
l . / ` RIP-RAP OUTLET ;~2 ' ~f ~ . ~ ~ b1 ~ ~ ~ PIN 0719-03-11-7773
RE:7/CD-6.1 ~ ~ ~I,~ i ~.t NCRETE FLUME HEN' FENCE (12' TALL) 10" P~Nc ~ ~ ~ ~ DUKE ENERGY CORPORATION
RE: i CD-11.3 I' 1 ~ ~ or, ~ ~ , RE: 2/CD-11.0 % , DB 2337/833 Y~i; ' OG
y'; i i ~r j ~ ~
is <ii~'li~/ w~~~..~, I e~` ~ , ~ r. ~ EXISTING ASPHALT ~ " 'ii f EXISTING ASPHALT EX. TRAIL ~ ~ ~ L l
t ~ ~i ~i ~ T t , i ~ ~ , ENNIS COURT , r TENNIS COURT EXISfi G ,I , ii% ~1%i''/ 0.056 ACRES OF WETLANDS ~ ` i ~ ~ EXISTING i S~, >I
~ ~ , ~ PAR lNG! % TO BE FlLL€D SUBJECT ~ w ~ r/~, r ! ~h ~ i ~ ~ ~ ~ RETAINING WALL
TO DWQ ACE PERMITS ,f ~ ` /'%/'j~rfji~ I; , ~ 4 ~ . cn ~ ~ ri / ~ ' I /
,h w r,~ / EXISTING CURB & GUTTER TO ~ , ~ 25' CffY OF DURHAM SEWER EASEMENT I lii~i~ ~:a%/ BE REMOVE S NECESSARY° , ~ ~n
/ D i ~ ~~1 TO CONSTRUCT PROPER OUTLET " ~ , NO RECORD DOCUMENTS FOUND G PARKI ~ co ,r ~ t i~/%~~~ v OF FLUME ;x J
i ( 0 EGRADED AS , ~;r i. 1 A
i P ~ `,~~lrr NOSE: ' ~ 1 -
DELINEATED WETLANDS / i ~ ' ~ t ~ 1. NEW CURB & GUTTER ALONG PROPOSED ~ ~ ~ ~ ~ Project:
/ ~ 28 ry ~ ~ I ~ ( ( 1 a I ~ ~r> ,f ACCESS DRIVE 2'-0° ~ '
ti 2. NEW cURS & currER ALONG EXIS~iNC ~ _ ' JORDAN HIGH
y~wT~ ~ f ' ONCRETE FLUME 25' WETLANDS BUFFER / ~ ~ i ? ~ ~ ;,;r r i ~ ACCESS DRIVE 2'-6n ~ 3. NEW CURB & GUTTER ALONG GARRETf , I ,
i ~ , FOREBAY f ~ ~ ~ RE: 1~CD-11.3 i ~ j f i III i`! -~~a. ~ I r ROAD z°-a" ~ ACCESS DRIVE
~~t i , ~ OC 279.5 ~ / L , ~ ; , ~ ~ ~o s,
J ; s ~/,`ji /1 G' ,1 7 ~ i~ r!;~Y ~ ~ I
j ~I I ~~i f~ I~ 1 • j I ~ z ~i~>/~-~r~ / ~ t` I''f
- , r a ~ ~ r: / / rl , 1 ~ ~ ~ ' , ~ 6&06 Garretf Road ~
1E , ~ ~ _ .r ~ ,i,,,f,i~i - ~~fr,l f f~ /f/ ~f, ~ • __1 i~,%~/,~i, ~ r r ~ ,r ,f _ ~ Qurham, NC X7707 i,
~ ; /o PIN 0719-03-11-7592 , BRYSON ARTHUR JOHN
I 6 ~ ~ , ' . ~ , l ~ ° . ~ - ~ , ~ 6 R G. PAC 2 H A S ACE ~ : 6 R G. PAC - 2 H A S ACE ~ 1 r ~ ~ _ ~ ~ ~ ~ ss- s ss ~s_ PIN 0719-03-01-717< 1 - - 9-03-01-7172 `i ~ ~ BRYSON DEBORAH L Qurham CaUi?t}~'
. i' z t d/ iii %"v;~~/;i ti"~"{' ~~~f. i, a i ~ ,t , - ! i '?/iii, % ~ ~~~~i'~ir1~ COUNTY OF DtJRNAM ~ r ~ ~ 1: ~i„ ~ OF DURHAM x~~ ~ I ~ DB 1593/275 Narth Caraltna
/ ~ ~ ' ~ PROP CURB " ` ~ ~ ~ DB 6076809 SB 2 i~~ /!;%i ~ r ~ i- }~;;r !~i, ~ ~ ~~809 - ~ ~ ~ PB 132/11$ L ACRES(GIS) I'
/ - & ,,r ,.fi?f~ p. ~ ~ 55. 44 ACRES(GIS) ~ ' t 1 ~ Ire LP ~ 5~ 1 {2E: 6A~CD-11.0 ~~~ii:,; _ _ e ~~i i T~;_,.~ 6806 GARRETT ROAD 4RRETT ROAD ~ ~ ~ o ` ~ ~ f DURHAM PUBLIC SCHOOLS
; ! i BOARD OF EDUCATION
f ~ , d~~ v / i ,I ' . 513 CLEVELAND 5T.
5 20 0 ~ 6 I~/~! f v 5~ ~ : ~'%i ' ~ ~ ~ ~ ; ~ DURHAM, NC 27701
1 { 9 ~ ~ ~ l!%7f~. / w ~ ~ ~ t ~ ~ ~ ii i r 919-560-2000
V ? f h i~.~/ w //,?i,a \ w x i;`';j ~ ~
r' ~ 4, ~ ~r ~ %if/ , Q Y~~~~ ~~l~ ~ 'Q ~t 4 ~~1~/~ ~,1,,: i,~ STING EXISTING ~ I , s EXISTING cn , EXIS NG EX'1STfNG ~ / / ' .7" OWNER:
,n, a i zi ~ ~ f ~ ~ o 7 ~ ,,,f `PARKING, ~ ~ f~, PARKI PAk~KING ~ foui f,.~ ; PAR 1NG _ PAR~f~NG ~ iv> ~ GOUNTY OF DURHAM
• ~ I I ~ ~ ; , ~ ~ ~ ~ ~ ~ ? i ~ ? ~;~//l<~ ~ i it t'', r' / . ~ to z ~ LLi f J t ..•-r` li. I / V f ~ ~ W \ N ~i=JJ~~~r W U, U ~ N ~Lt7 ~ / / a` ;I 'i 200 E. MAIN ST.
i 1 I = 1 ~ r%i~, r,!i,~, a~, a ¢ i ~ I~!/~ a~ ~ , ~ J l ~ ED RETAI ~n\ m a ~ rj ~ a ~ ~ ~ z j ~ ~ ~ ~ r. DURHAM, NC 27701
P 1 3 ~f MAIN BMP in~i ~1 ~1~%i iii ° in lo'/~' rn w w ~u "tom' SURFACE' t i ; ? , ~ ~ ~Y~ , N ~ Q
~ ~ r ~ r ~ / 1 s . RE: 1 CD-i,1.4 ~ : ¢ ~ ~ T l ~ f ~ ~ r~ ~ ' ~//i/Iti ~a. w ~ ~ I / AREA 'r- 4, S~' I - ~ ,//,l m t ~ ~ /r v~ i ( '~.r I~r- I~` 'PERFORATED v':,i~%~=r. i I ~ ~ ~ i, ~
t, ~ ~ / , ~ r ~ ~ ,r'i. RETAINING WALL ~ , ' /o ~I ~ ~ ~ i
/ ~ ~f b,i` , 1/ ~ S' WIDE ACCESS 14 r~ ~ ~ `ti %~'l r'd, ~ ~ ' ?i ,,i ~ PIN: 4719-03-01-7172
! f ~ r V CI '~~4 t ~ ~ / , ~ i , 1 r ~ 1 Ir c, ~ ~i `i ~ a
~ f 6 IDE GRASS / 1`~ ~ I r~' ' ~ ~ I''i ~ EXISTING ~r ~ SLOPE 3:1 / ~ ~~i'` i~~f t sir/.%%! ~ \ ;v~~,f `°o ~ SOCCER G ~ ~ ~ ~ I PIN 0719-03-11-7368 ;i i , ,
`f ~ ~ ~~GI~. ~ ~~~'~-~Zr ~'j.. ~ 'i`. ~ / ~ ~,,Y t G, °/,•i~ ~ i l FIELD 1 , , r ~ I / r f- ~ , ~ BRYSON ARTHUR JOHN ';I ~ M'` ~ ` E ~ BRYSON DEBORAH L
r / ~ ULCI~i / , ~ ~ / ~ , J ' P (METER u;'`~ %;~r;~,' ~ I f Q DB 2376/702
f , ~ f ~ / / , i I \ ~ I `e . v~ ~ ~ 1' / ~;~I~ ~ ~ 17/x/ • ~ ~~II(1111~1 i \ f ii
,'r E / 1`' UL H DIM.= 43' 4 ~ a r, i/, i 1~- ~I-, ~ ~ ~ . ; o ~ N CAS'',
~ , 4 ~ 11 ~ / ' I MULC SURFACE fl s %,~'i"ii I% l~.r L o ,r~, ~ / BMP PON ~ i r. ~ / ~ 1 ! f CI 15 AREA 4,042 5 . , ~ l i r ;r , ~
AND FOREBAY ~ i~ r i` 1 ~!;i:~-~, Vi f! - SEE SHEEP CD-9.0 ~ " -~i/~l ~i ~ ~ ' ,~~i~ ~ \ ? ~ ~irr~, i'ii,,r,'~i ~~i~i ~I ~ ~ ~ 7
' 4 ~ iI , ~q r ~ ~ 1. /~~rL1 (~i- 1 / l ~ .r, w / ~ i ~ ~ ~ ~O ,1.~ctts~ f r r i ~ ? ~ Cl , 12 s..,,~. ~ 1 mob' ; ` c,.,.,. /a ~ , i
„
'f \ ~ V ` , f X10 i CI ~ s:_,:.,. ~ l q ! ~ ~ f s'`• !N6 ~ ~
` ~ - CI 18 ~ ~ ~2-+ - 1 • I ~ r ~ \ j h , i 93 ~ ~ "PERFORATED PUC
- i4+1 P rr,~ UNDERDRAIN PIPE • ^ , ~A ~ ARK ~ t .I -
,r... _ . ; w Y, I~ - ~ j ~~r ~ PIN 0719-03-11-7259
y~ ~ ° i MARRON JAMES STEPHEN
, • rte., , F t ~ 9 i ! ~ i ~ ~ ~ ~ t ~ ~ v MARRON FAYE Z ' ~ DB 2579/659
~ 1 '~i ...,fir ~f ( ,A ~ it 1~~~ , , , ~ v , r p ' ~ ~ , , - - , „ r ' / ~ r , . ~ / , .rn ~ ~ • ° 1>'\ H $ tf~•... .,x tea, r w.°u• ~:.z y° . Y \i n
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~ _ ~ , iii ' / ~ s , ~ i •"i~.: _ ~
1`' ? " ~k' `u ,lid. - ~ ;~:•r%. EXISTING YI 1 / , ~ v y , , ~ v , i .r~ ~ ~ ~OUTLEf`~1' 1,6 t ~ r L ~ ~ - ° NOT RELEASED . ~i1 VVV "4
~ `~%EXISTI~JG,,IN`TERM~~ ~i ; n ~l ,i, ~ ; Q ~ 'y, ~ `-~RE:~~C0~~:1r° - ~ \ WOOD 11 ~3 (RE: 2~CD- 1.')~1 ~ N ~ ~,~f /l,!~; r X._ r X y r . ~ R 2By r~ - X r ~ H ~ X' FOR CONSTRUCTION
r/ r, ,a ' ` ~ ~ ~ MH 2 t T UCTUR ~ o f~/ 71/`1 ~ ~ --`'a , E a , •
r .r r x ~N"~"~1 1 1 t i l l , _ ~ ' ~ ~INV ='265.71 ' ~ ' i cn y 11' ' / - ' \ 1 ~ ~ / ~ y ~ G ACCESS DRIVE ~ '1 ` Uob Number: 0819
APPROXIMATE LOGAT10N ~ , ~ ~ „ - ~61 o s Wiz- ~ f OF STREAM BANK ~ ~ ~ if ~/r ~ r , j j 2 ~ `s s~ ~ / r'` 4 ~ l~ DRNE _ ~l o~ Drawn SCP
r. ~ i - 5 .CROSS !.SEC ON {DOUGH s ~ ~ ~ o „ sN ~ / xy4 TRAFFIC CIR LE; ~ 1 X r - ~ ISTING ACCESS _ . - ~ ~ ~ ~ ~ ii ° ~ _ a ~ s ~ , ~ ~ Checked CNH
~ , - ~t s Date 2-242010 ~ ,
_ ~ 1 FF EXISIING 50' STREAM BUFFER G ~ F ~ •ti,.,~~~,ti ~ r ~ ~ ~ Revisions 10-15-2010 s ~ o~ ~ 1 ~ s
- A\ TM~ 273.3 X i ~ ~ f ~ ~ ;ice V '~1 / ~ ~ ~ ~,~~r",~, OU -our u ~ ~ ~ f t
CONSTRUCTION RESTRICT€D ~ ~ ~ ~-•,,.~'u.;,<. 2 ~ ' ~ v x.. ,r , 5,.. WITHIN 10' OF STREAM BllfFER 1` ~ ~ ~ / 2 ~ .•.y;~
~ EXIST( 1 ; . ~k I o CI 7 k,E':~fr s'. ss 2 PARKA EXISTING 4 ~ ~ ~ ~ ~ PARKING Q ~a ~ ~
:x" l / Y C s".. 4.:. f ~ ~ ~ q~ EXISTING W ~ ~ ~ ~ ~ ~ ~ PIN 0719-03-11-8062
.ik ~ c mss: A - ~.-.z „X. ~ 29fX.,~ ~ .a ~ i ~ ~ ~ ~ ' o ~ PARKING ~ ~ ~ ; ~ ~ i ~ ~ S&R PROPERTIES II LEC
~ / r ~ f ~ j 11II ~ ~ -v SS /Q ~ o ~ i m ' EXISTING ~ ~ , ~ ~ ~ ~ DB 3704/101 i .ASS 1~ PARKING ~ ~ ~ ; o PB 47 28 i , /
EXISTING TRACK ~ 1~
290 X 4 , i CONSTRUCT CB s t ~ ~ J ;1 ~ ~ ~ r \ ~ Q~ ~ ~ ~ ~ f ' 1 ~ E~~ISTING ~ ) .I i ~ ~ Et. ? . ~ ~ ~ d ~ P'ARKiNG G r ~
~ A t , ~ ~ ~ OVER EXISTING 15" RCP. ~ / ~ o o ~ I sS 1~ ~ 3, Construction plan submittal
~ ~ ~ ' ~ ' % , MAT EXISTING INVERI`S 1 r ~ ~ ~ ~ ~ ~ - ~ N 287.86 CALC PACE
2&9 X o ; ~ ~ POU ABOVE-GROUND / ~ ' l'~-~' ~ ~ ~ ( ~ ~ ~ I~ I o Sheet T~tie:
ONCRETE COLLAR / ` J ou ~ ~ ) ~ P ~ r ' ~ ~ ~ ~
. , , , l / ~ ~ i Boni ism cv~cm~~n nc'vric" 4- ~ ~ i , t
_ l^ r ^ ` j i; / 'l / 111\VVI\V LAlalil\V LN AGV 4~ RE 2/CD-11.2 u
273 j 1 i GRADING -VI
ic) PLAN
40 0 40 80 420 r sheet Number
CD-5.0
~f 7 l Scale 1 = 40 /
IT, `I ` COD FILE D09-00066

W
LOCK CLASP H
A W
Q h
.I r n , „ , n I - - - 36"X36" _ r - - - - - - - - ~ HINGED HATCH ~
i I Wmi LOCK 4
~v W
q
#4'S ®6" VERTICAL E.F. i'~
I I a
P 4'S ~ 9n HORIZONTAL E.F. # I ~
3 I~ i ~ I I j ~QC~~~C~
_ ~ 4 L SHAPED DOWELS ~ , I 24" RCP ...-FROM ~ ~ ~ ...TO BMP 12" RCP
~ C~ 6" FOR VERTICAL I CI X26 ~
' WALL STEEL. ALTERNATE ~ ~
DOWELS E.F. OF VERTICAL ~ >x
WALL STEEL. I I a
TOP OF WALL ELEV=270.00 FLOOR SLAB STEEL f, I I ~
I I ~ 191 West Main Street
4's ~ 6" E.W. I CREST ELEV=269.30 - 12 N I CONTINUOUS I I w Durham, tV.C. 27701
i OPE 0.01' TO END N E.F. OF SLAB I j--`~ . z p 919.682.0368
ELEV=268.00 ~ BASE ELEV= 268.00 ( tD a.. - REV= 268.00 o fi 919.688,5646
I ~ W www.cjtpa.com
in ' ~ d- i ~ 30" RCP
B ~
BOTTOM ELEV=266.00 ~ j , I ~ ~ OMPACTED SUBGRADE
a~' 8 8;;
4-~4 S HORIZONTAL E.F.
2- 4 TIES HORIZONTAL ~ ~ ~ #4 DOWELS ~ 6 E.F. TO ClI X24
I
~ 6- 4 DOWELS INTO o
VERTICAL SLAB a SECTION A-A I W PLAN VIEW
~ o ~
I ' J O ~
I
~-nn - ~ n ~ n s n ~ n e n f » e » s » e n V
Project:
A
PLAN JORDAN HIGH
n
CLASS B ~ SCHOOL CONCRETE INVERT ~ ACCESS DRIVE
CREST OF SPILLWAY ELEV=269.30
WING WALL ~ WING WALL ....._TO BMP 12" RCP - 24° RCP ..FROM 6806 Garrett Raad
ELEV=268.00 I ENERGY DISSIPATERS cl ~2s Durham, NC 27707
N TURN DOWN FOOTING N .r Durham County
(Q North Carolina
i'~- _
NORTHEAST ELEVATION VIEW DURHAM PUBLIC SCHOOLS
BOARD OF EDUCATION
` 513 CLEVELAND S7.
` DURHAM, NC 27701 30° RCP 919-560-2000
n - n , v
ELEV.=270.00 OWNER:
COUNTY OF DURHAM
200 E. MAIN ST.
~ WING WALL ~ TO CI X24 DllRHAM, NG 27701
c® , ---g- ~ WING WALL l
r: PLAN SECTION
PROPOSED GRADE PIN: 0729-03-01-71J2 ELEV.=278.42
36° HATC 36° HATCH PRECAST CONCRETE 36" NATCH
TOP ELEV.=278.50 5PLITTER BOX TOP ELEV, 278.50
~ n 1'%. 4 y
SECTION B-B ~~~Illfllil/~~
SQUARE iNSiDE DIAMETE PROPOSED GRADE TARE iNSiDE DIAME1Eft PROPOSED GRADE SQUARE INSIDE DIAMETER ~,~j
PROPOSED GRADE `~'~~q / 275.95 „ uxw/
11CD-9.6 `a G E E =275.95
CONCRETE SPILLWAY DETAIL `9. CJ 1~52t2~tDa
3 8" = 1'-0" fi ~ •Y 1N~E ~u/\\
JOINT APPROX. 3.5' JOINT APPROX. 3.5' ~L tA~r
BELOW TOP ELFl. BELOW TOP ELEV.
POURED IN-PLACE l IN-PLACE
CONCRETE WEIR WALL WEIR WALL • $ .
TOP ELEV. 271.90 EV. 271.90
24° RCP 30" RCP ~ 1.07%
INV. = 270.05 )5 6" b INV. = 269.50 TOP Of WEIR WALL ELEVAItON = 271.90 NOT RELEASED
3 FOR CONSTRUCTION
SLOp~ ~4'S ~ INV IN270. 5 73% s E.w. fob Number: 0819
12" RCP ~ 1.39% Drawn SCP
Q M" CIASS$' B w B SLOPE.,,, INV OUi 270.D0 ~ Checked CNH
t ~CONCREIE INVERT' N b k M1 INVERT N A Date 2-24-2010 8" MINIMUM ~ CLASS B"~ ` I Revisions 10-15-2010
" ELEV. - 268.82 ~ 4 `CONCREfE~INYI:RT. ^s ,
i t
. . r ' x
ELEV. - 261.82
EPOXY GROUF STEEL
REINFORCEMENT INTO 8ASE SLAB. MINIMUM 6°. X57 STONE UNDER780XNE
UNDER BaX SECTION B-B
SECTION A SECTION A-A
21CD-9.6 Construction Plan submittal
SPUTTER BOX DETAIL Sheet Title:
BMP DETAILS
Sheet Number
CD-9,6
COD FILE D09-00066