20100076 Ver 1_Site Plan_20100127

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51TE/GIYIL GONSTRUGTION PLANS and PL1~N5 :r. Lei ~ h ~ ~ N ~ I L.J
e ~ ~ V] ~ a c h }wl N ~ SHEET APPLlCATfON FORM (Revised July 78, 2007) _ " ~
LANDSCAPE APPROVAL AND INSPECTION ~r**#* PROJECT SUMMARY COVER SHEET APPLIC Groensboro
Greensboro City Planning Department ~ ^ o ~ N e _ y :n O f ~ t) m pia
~ A LANDSCAPE PLAN (which depicts the plant types and locations) Must Be 32 Moiling Address P.O. B Submitted To The Plonning Department For Review And Approval On or Before Minimum Number Of Required Parking Spaces: Address P.O. Box 3136, Greensboro, NC 27402-3136 ,i„r ~ ~ z
(90 Days). 32 ornoe Address: 300 West Total Number Of Provided Parking Spaces: it yon have any questions about the process oan ~ THE Required LANDSCAPE PLANT MATERIAL Must Be Installed And Inspected D~•'''~~~~• PLAN rmE: ss: 300 West Washington Street, Greensboro, NC 27402 ~ T ~
s process call Nicole Ward with the Planning Dspartment at 336-412-5757 ~ + ; ~ ` ~ N N a:
REVIEW FEE: ~ - _ ~ ~ ~ N m ~
Prior To Receiving A Certificate of Occupancy. Plat book and/or Deed book Reference: DE. 6172, P6.322 D.B. 6951, PG. 2906 Site Plana $400 plus $20 per 1, To request an inspection concoct Landscape/Watershed Planner at 336-373-2918 Street Classiflcotion(s): ~ GAS ~A'~ Multifomily Developments ~40o pms t25 per d Single Family SubdiNsiona $280 plus $40 per lo BEVERLY 5.51MP50N, LLG E280 plus the per lot, ~Ius X20 per 1,000 sq, ft, gross filoor area ~ ~ ~ ~r ~ : ~ ~
i ~ ~ w~ a C7 ~
plus X25 per dwellin unit m
>lus $40 per (ot TifO,M1KD~~
v~, 1~ _i i o plus the per lot, square footage, or dweliing unit listed below applied to any aa N
Developer's Name: Mi~o~ eews~o~s Increase. .e. y ~ g,.
Address: ~I SMOKETREE DRIVE, 6R~N580R0, NG 27410 Submit 14 copies or pia~s copies of plans to the Planning Department for review. 1 "''n?
~ ( s; the Planning Department staff will contact you when your plan is ready. ~ ~ ~ I T ~ ~
336-362_g880 aia~ review takes ~-~o working days; the Planning Daytime Phone Number: i~ ~ ~ ~ ~ qqr ~e ~ ~
Gm
PR +r+r+Hrs TREE PI~SERVAl10N APPROVAL AND INSPECTION 51NGLE FAMILY RESIDENTIAL BEVERLY 5.51MP50N, u_~ - c% eEV Existing Land Use:. SIC owoe~ a uo,~t: PROJECT si~MMaRr ~ ~
_LG - clo BEVERLY 5. H8~15pN ~
~t~ 3
~ The Required TREE PROTECTION FENCING Must Be Installed and Inspected R art Comments to: Prior to Land Disturbance. rma Woos N~me~: 336'362-N88o 362-x880 Fax Number: ~o MM ~
E-Mail:
VICINITY P iT0 c~~, I° :
To request apre-construction meeting contact the Urban Forester of 336-373-2150 Stormwater Management/Watershed p, art comments to: MIKEOiTO
? THE Required REFORESTATION AREA Must Be Installed And Inspected Prior To SRND FILTER reie hone Number: '~-Z~~J-04~~ t15-0411 Fax Number: ~
Receiving A Certificate of Occupancy. Stormwater Control/Improvements(s~ g-Ma~~: mro~borum-rvade.com de.com
AGL-3-I15-832-13 ~ 50
Maximum Amount of BUA Allowed Per Stormwater Control Tax Mo Block Parch s AGL-3-I'IS-83 ~ 78 Total Troct Acres e: 6203 AGS.
6.203 ACS.
Design: zontn otatrtct: GD-RM-S d Waterehed Desi nation: Vii III GD-RM-5 #85-12 The items checked below have not been included on this pion being submitted for
Technical Review Committee review and approval. it is understood that additional w5 III reviews in the development process (including constructiion and utility plan review,
as indicated below) could of#ect the amount of development possible on #his sits
~ 51~ Pro owed use: MULTI- FAMIL ZONING APPROVAL AND IN3PEC110N Distance to Nearest Floodway: Number of Lote: 2 h11LT!- FAMILY RE51pENTIAL and the cos#s associated with this development:
2
Multlfomil Develo ments~ of Units I6 ? Sidewalk, Road ~dening and Turn Lanes ~
? The Required Parking Spaces And Drive Aisles Must Be PAVED And On-site soil types(s): k ~ ~G, h&tB2 E h~tG2 IN1 Ib Required sidewalk along exis#ing streets, required road widening, and/or required A artments Townhomes X Condominiums turn lanes have not been depicted and their design has not been reviewed.
STRIPED Prior To Receiving a Certificate of Occupancy. B G D T e: A artments Hydrology groups(s): WA I understand that the review and approval of said improvements will occur during
Non-Restdentiat Develo ara: Exist~n GFA N/A Pro ased GFA N/A the construction and utility plan process,
Amount of site to be disturbed: 4.3t'8`~~ Amout of Exiatin eun: 1780 S.F. 1180 5.1', ~y
? Tank Permit required* 1.18 AG, ~29~ D~ 51TE AREA) ? Water and Sanitary Sewer E
(Contact Zoning Office Office of 336-373-2630) nmou~t of r osed BUA: 1.78 AG. (2 PROJECT ? Sign Permit required* Plans submitted to me Pia~omg Department that do 0 (Contact zoning office at sss-spa-zs3o). t##f+r FINANCIAL RESPON31BILffY ACKNOWLEDGEMENT *+r?~~r gat 6e rewiewed, and win BEVERLY 5. SIMP50N, LLG This portion of the cover ateet must be tilled out ood is to provide a one year naa read and provided the regWred tnforma FuN design information for the proposed water and sanitary sewer system PROJECT SUBMISSION GUlDELlNES has not been depicted and their design has not been reviewed. i understand jj~
that the review and approval of said improvements wlli occur during the E
neat that do not include the items on the Design Review Application Form will construction and utility plan review process. ~ awed, and will be returned to the contact person. Z
filled out and signed by the person designating the site to show #hat he/she OD ~equired informs#ion to submit a plan to the Planning Department. ? 8MP
warranty to guarantee the public improvement from failure due to faulty i nom read, understood and completed the
workmanship or materials. Once the project is complete, this individual or completed the attached pion to the best of my knowledge and ability. Full design information for the proposed water quality/4uantity device (BMP) has not been depicted and its design has not been reviewed. I understand a
carPoration will be required to sign a notarized agreement, upon completion MIKEOTio
WAT'ER3HED APPROVAL AND IN3PEC110N and return of this agreement, they will receive a final acceptance letter and Nome: 336-215-0411 I that the review and approval of said improvements will actor during the ~ Phone: Date: /01/10 construction and utility plan review process. L 0_
the year warranty will begin. The City of Greensboro will not release bonds
~ A FINAL PLAT Must Be Recorded In The Guilford County Register Of Deeds or accept public infrastructure for maintenance without a final inspection. ~ ? STORM SEWER ~ ~
Prior To Receiving A Certificate of Occupancy. Full design information for the storm sewer system and/or grading has not
been depicted and its design has not been reviewed. I unders#and that the review and approval of said improvements will occur. during the construction
? Construction of the WATER QUALITY DEVICE (SAND FILTER) Must Be Complete ~~-Y 5.51MPf~ON, LLG RpApWAY LF X sISO L~ X X1.50 = ~ and utility plan review process. e
and the "Engineer's Certification of Completion" Sent To ~~he Planning Financial Responsibility Individual or Corporation Signature
Department Prior To Receiving A Certificate of Occupancy.. gEVER~Y g, HENSpN WA~B2 969 LF x sl5o LF x X1.50 = ~ 1,483,50 v
ADDRESS: '~I SMOKETRC-E DRIVE LF X $1.50 = $ 1,251.00 ~ ~ .C
6REEN580R0, t~ 21410 SewER ~8 LF X Siso 0 a_,.
ror~....._....._ $2,74050 t, `v
Q U Y OE 6REEN5BOR0: Individual Responsible for Preparation of the Pian Signature /Seal ~ ~
TELEPHONE: ~~2-q~ DATE FEES RECEIVED BY GIN OF GREEN58 FLOODPLAIN APPROVAL
0
^Z ~ ~ q w
4 ~ W
~ Elevation Certification Re wired CITY OF GREENSBORO 9 WATER RESOURCES DEPARTMENT Date Map Reviae~
~ F~oodplain Development Permit Required COLLECTION SYSTEM EXTENSION PERMIT APPROVAL Revlebna U
Watershed Plan Approved By The Technical Review ~ ~ °
PROJECT ORIGIN: ? CITY ? PRIVATE Committee ~TRC) on 9~29/Q9 ~ r- v ° o
TYPE OF PROJECT: ? CITY OWNED ? PRIVATELY OWNED and/or Site Plan, Subdivision, Group Development
? PORTIONS PUBLIC AND PRIVATELY OWNED
AIL EROSION COIJTROL pER ARTICLE 21 OF CHAPTER 143 OF THE NORTH CAROLINA GENERAL Approved by on
(Contact Erosion Control Officer at 336-373-2158) STATUTES, AS AMENDED, AND OTHER LAWS, RULES AND REGULATIONS,
~ Watershed Sand Filter Construction/Surety Or Improvement Guarantee Must pERMISSiON IS HEREBY GRANTED BY THE CITY OF GREENSBORO, A ~ 20~ o- ~
Be Submitted. DELEGATED PERMITTING AUTHORITY APPROVED BY THE NORTH CAROLINA TRACKING NUMBER
ENVIRONMENTAL MANAGEMENT COMMISSION, FOR THE CONSTRUCTION AND
OPERATION OF THE COLLECTION SYSTEM DEPICTED ON THESE PLANS AND
THROUGHOUT THE PERMITTING PROCESS.
TRC A VAL REPRESENTS THE MAXI U ,{.l,.I
•+w+~~ ENC~NEERINC3 CONSTRUCTION APPROVAL CITY OF GREENSBORO AND ITS STAFF ARE NOT RESPONSIBLE FOR ERRORS IN DESIGNS, CALCULA110NS, DRAWINGS OR STATEMENTS, OR FINDING AND
(Contact Engineering Division at 336-373-2302) CORRECTING ANY ERRORS OR DEFICIENCIES SUBMITTED BY APPLICANTS O i VELOPENT OF THE SQ .ADDITIONAL c~
OR THEIR CONSULTANTS, AND DISCLAIMS ANY LIABILITY FOR ERRORS, IN +f*+~# TRANSPORTATi ~ Utility Construction Plan Approval Required* ACCORDANCE WITH NORTH CAROLINA GENERAL STATUTE 130A-26.2. ANY (Contact GDOT at ? Pavement Cut Permit May Be Required* PERSON WHO KNOWINGLY MAKES ANY FALSE STATEMENT, SPO AT14N APPROVAL REVIEW I E D LOPMENT PROD
ct GDOT at 336-373-COOT) ~iNCLU I CONSTRUC110N PLAN R ) ~
OU DUCE THE AMOUNT OF DE PENT ~ ~
REPRESENTATION, OR CERTIFICATION IN ANY APPLICATION OR DESIGN Driveway Permit:
? Roadway Construction Plans Required* DOCUMENTS SHALL BE GUILTY OF A CLASS 2 MISDEMEANOR, WHICH MAY PO I L N THE SiTE. ~ ~
? Storm Sewer System. INCLUDED A FINE NOT TO EXCEED $10,000 PER VIOLATION. ? City of Greensboro Driveway Permit ay Permit Required 1- c
Permit Required To Tie Into Storm Sewer System PERMITTEE SHALL BE RESPONSIBLE FOR ADHERANCE TO ALL CONDITIONS ~
portation Driveway Permit Required,
Driveway Culvert Inspection Required. OF THE CITY OF GREENSBORO WATER RESOURCES DEPARTMENT AS ~ N.C. Department Of Transportation CHECKED.
~ ~
YES N/A Z
? WASTEWATER COLLECTION SYSTEM EXTENSION MASTER PERMIT Driveway Permit Issued? CONF ACE WITH THIS APPROVED N IS YOUR ~ ~
(PUBLIC) N0, DO NOT ISSUE BUILDI •sr~w WATER RESOURCES CONSTRUC110N APPROVAL ? INDIVIDUAL WASTEWATER COLLECTION SYSTEM EXTENSION SUE BUILDING PERMIT RESP i IL ? AND ANY CHANGE IN D USE,
LOT LI UILDING LOCATION, PARKIN ,DRIVES,
(Contact Resources of 336-373-2055) PERMIT (PRIVATE UTIL I , LANDSCAPING, ETC. MU T SE ~
~ Water System* ANY SIGNIFICANT CHANGES (SIZE, TYPE, CONNECTIONS, LENGTH, **#**SUBDM310N o ? State Water Permit Required. ALIGNMENT, ETC.) TO THAT APPROVED ON THESE PLANS OR PERMITTING p A FINAL PLAT Must Be Recorded In ~DMSION APPROVAL RESU I TO THE PLANNING DEP ENT TO ~ '
ELI I FLAYS IN THE REVIEW P SS. ~ ~ ~ ,corded In The Guilford County Register U
DOCUMENTS SHALL BE REVIEWED AND APPROVED BY THE CITY 0 Of Deeds Prior To Issuance Of A B - _ n Outside City-Utility Agreement And Annexation Petition Required. ..o«~~~o~o., oo~no T~ nn~~cro~~nT~nr.~ ;e Qf A Building Permit. o

~ ~ ~ ~nLr_iv~uvnv rnrvn rv vvrv..rnvv uvrv.
U
> Sanitary Sewer SYstems W co APPROVED BY: CITY OF GREENSBORO Z Q. 0
? State Sanitary Sewer System Permit Required. Final Plat Recorded? z YES N/A (CLERK OF THE TRC) (DATE) 0 0.
° ? Outside City-Utility Agreement And Annexation Petition Required. COG PERMIT NO. WRCSOO APPROVAL DATE:
Fee required before construction plans are released. NO, DO N v, _NO, DO NOT ISSUE PERMIT.
i 0. I- to V1

~
Ii'

f
I ~0~ and 180~ 1~~~1 G~ 1 ~ ~ ~ ~ ~ 0
MO~~H~~D ~ OY~NS I P, C~~~-~ .FO GR~~NS C~~ O, NOR ~ GAR ~ORD GOUNTY
~ROL I N~
DATE:
JANUARY l , 2010
SHEET INDEX
PLAN SHEETS:
SHEET I: EX15T. CONDITIONS ~ DEMO PLAN
~ ~
SHEET 2: 51TE PLAN
s SHEET 3: UTILTY PLAN
5HEET 4: GRADING RND DRAINAGE PLAN
SHEET 5: SAND FILTER PLAN and DETAILS
"~tvrq~W aavE " ~
SHEET 6: GLERRING and ER0510N CONTROL PLAN
~ ~ SITE.`~~~„ 5HEET Y: 6RADIN6 and ER0510N CONTROL PLAN
~ SHEET 8: ER0510N CONTROL DETRILS
~ ~ ~ ~WNER•
PLAN and PROFILE SHEETS:
BEVERLY 5. 51MP50N, LLG
VICINITY MAP 3401 SMOKETREE DRIVE SHEET I: LION'S GATE DRIVE
scnt~: r , zooo,
SHEET 2: LION'S GATE GIRGL~
GREEN580R0, NG 21410 SHEET 3: PRIVATE STORM SEWER
PNONE: (336) 362-x880
SHEET 4: PUBLIC 5TORM SEWER
~NGIN~ER:

~n~izre~rs
Planners
1ur~ e~~or~,
um, Wade and Associates, P.A. BEFORE YOU DIG !
CALL 1-800-632-4949
621 Eugene Court, Suite 100, Greensboro, NC 27401-2711 N.C. ONE-CALL CENTER
PO Box 21852 Greensboro, NC 27420.1882 IT'S THE LAW 1
~ Phone: [phone] Fax: [phone]
Web: www.borum-wade.com
LL
I Will

~ ~ ~ ~._,._..~s~-~.
d ~ ~ d
j~ IT 5 ~ ~
~ ~ M TOV~VHOME ~ I. USES: LIMITED TO A MAXIMI OE 22 a ~ 22 TOV~VHOMES/GONDOMINIUMa, P ~ ~ r_ ~ Ezl~irre~rs
~ ~ 2 BUILDING EXTERIOR SHALL BE AT LEAST 50~ ~ \A~ES, P,a d ~T LEASr ~ BRICK wiTH SOME , _ ~ ~ nh~tOAK DRJVE ~ r. r._.__. P l a n n e r s
o~' ,i b STONE AND Yr00D ACCENTS. ~ ~
yy ~ ~ ~ ~ 3. ACCESS SHALL BE LIMITED TO ONE CURB GUT ONE CURB GUT ON NEW GARpEN ROAD. } ~ ~ ~ r ~ ~ , ` ~ ~ S u ~ c v «r
~ Q SHAi.L HAVE AN ATTACHED GARAGE. ~ ~ ~~n~~~~~.
z ~ ~ 4. EACH TOWNHON~/GONDOMINIUM SHALL HAVE AP 4 ~ ~ ~ Borum, Wade and Associates, P.A.
W ~ ~ ~ ~ ~ i E ~ ~ 621 Engene Court, Suite l~, Greensboro, NC 274p12711
d TRITE PROTECTION PENCE 1'0 Box 21882 Greensbom, NC 274201$82
2r DEAD TREES ~ UNDERGROWTH LE55 ~ ~QOZ THAN 4" IN DIAL MAY BE GJT AT THE CRITICAL ROOT Z01~ AREA ~9r Phone; 336275.0471 Fax: [phone]
Q~by PLUSH WITH THE ADJACENT GRADE, WHICH IS THE CIRCULAR Ql~ ~ GRI~BING ALLONED WITHIN THE ~ , ~ d EXTENDING OUT ID PT, FROM THE ~ ~ Web; wmv,borum•wade,com
~ ~ 9 TREES TRICK fOR EVERY I,0 IKGH TREE PROTECTION ARER,
OP TRI~JK DIAMETER MI'ASURE 4,5 I s
~ PT. ABOVE GRADE,
~ OR METAL POST. ORANGE ~ SIGN SAFETY FENCING 15 REQUIRED. ®
" TREE CONSERVATION ib XI2 SIGN Yp~I~ I ^MhIT Y M
AREA I" BLOCK Li=1'tERS t° .,,.,.,r 1~ ~ ~i ZONA DE BLACK LETT~S ON V~iIITE BAGKGROUI~ ~ ~ ~,4~~._._..-,--~,._ ~GAI~i i' ° 6Vt,K~
GONSERVAGION 1/4" BLACK BORDER
GAUGE ALUMINJM DE ARB01. 08
I, SEE PLANS FOR LOCATION OP ALL TRH PROTECTION PEES.
2. ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR TO LAND DISTURBANCE, ~ I M ! 6 T I a y~ '8g ~ i ~0{-'~~*e'! q, ~~?~q p
INGLUDIt~i THE GUTTING OF ANY TREES, AND h415T BE INSPECTED BY THE I~BAN TOTAL AREA t 6,203 AG. , ~;~`s`~~~F~~`~'~~ \
FORESTER OR HIS DESIGNEE, t ~ TAX MAP REFERENCE A~GL-3-I~i5-832-13 ~ 50 ~ t~ ~~A~
3, NO GRADII~, TRET~HiI~, FILLING OR STORING ~ MATERIALS IS TO OCCUR IN THE
TREE PROTECTION AREA, i + poi DEED REr"ERENGE D.B. 3631, PG,16~1, D$. 6172, PG. 322 ~ ~I~t ~ , d r ~Ib
4, TREE PROTECTION PEKE MAY Nr}T BE RI=MOVED WITH~11' T1~ AI'pROVAL OP THE 23?3~~°~ ~ EX15T,12° RGP®~ D~. b~al, P6, 2Q46
URBAN FORESTER OR HIS DESIGi'~, I DARRELL B. MDOREPIH.D ~ 530 ~ ~ ro ~ R13.OGAT1~ PLAT REfiERENGE LOFS 2 - P,B.112, P6.131 ~ . ,
5. THE TREE GON~VATION AREA SHOULD BE DESII~ATIB? WITH "TREE GOI~VATION ~ D.B. 3223, PG, 434 A ~ AREA S1GN5 POSTED VISIBLY ON THE OUTSIDE OP THE FENCED-IN AREA, SIGNS MAY o~ HiGNORY ~ ~F
NOT BE POSTED ON THE TREES. SEE EXAMPLE BELOW, j AGL-3-115-832-14 oo~``~~ ~~L ZONING 85-12 GD-R,M-S (G~ z°0~1-01-003) ~
N ZONED= RS-12 ~ e 'b; ' < ~ 4 ` CITY BLOCK SHEET (21 ~ ~
r L~_I t o~~ ~ ' 12 J I Guy x..~ / i~r ~ Gar - _ _ _ ;k ~ ~ ` GI5 BLOCK 784b03
~ ~ ~ - ~ ~ 26 ~ 1 ~ ~ `C'
~ STUN D~ASE d LINDA ~
m ~ AGL-3-115-D-7Q2-12 j \ car m ~ ,
2 PG. 434 ~n ~ 5 4.. - ~M ,,k; ~ , ~ , DB, 51b , r Q~ \ MARGK MEDDB~ d ! ~ ~=4 ~ ~ .~5!° ~ ~ 3 - I2~ + fit`
~ LISA TAPELLA-MEDDER ~ ~ ~ r ~ ~ ~ ~ ~ ~ i EXISTI~ \ ~ ~ PRO,~EGrI
LUG-I ~ D.B. 5214, PG, 540 z i OFF TE DA = 3A 16° ~ ~ ~ 3 ~ ~ AK` ~ ? t Q 5 woo ~ 'V 6 \ ~ \ tit i~~ BRINES ~ WALKS XIST.12" tit ' ~ ~ TO BE REMOVED TO REMAIN 0
-15 ~ ~ .1cfs ~ y a \ AGL-3-115-832 1 A =3,0 ,~,48Xob51= l0 ~k3 . ~ \ EX, MAN E ~ ~ 10 ie° ~ , 3~ ~ ~ a ZOf~D: RS-12 ~ sYC j i 2 \ ~ S
LUG-I ~ i ~ ~CKO~r ~ \ ~ - WOODLAI~ HILLS Iry , lil,z ~~`1 ~ , i ~ ~ ~ _ MA6NOIJA ~ ~ ~ ' ~
~~~'v~ - ~ 6^ _.a~zq° A ~~31~5-632-i3 ~ \ _ ~ SEC, 4-A, MAP 2 ~ 1 << I _ sYCAr+o~, -~~16~cnMO~ ;N"H;Lxo~ v V
~ +-x"~ r , w4 e A PROTECTION P$,101, PG. 85 d ~ ~ ~w 5 c~`~~ i v ~ , . v ~ ,.,'~3~f ~rREE PROTEGTIO ~ ~
'ti '`.~,EXISTIN~ E-~'RIEAL ~ .r
/ ~ 11 ~d ~ ~u s~ ~ ~ ~ q~~~ ~ r.~ " \ V A
REMOVED r`~ ~ ' ~ ~
MICHAEL KENNETH McINT05H 16°55'30"E ~ r ~ ~ E ~ ~ - v ~ _ , _ ~ ` / ~ v v ~ ~ „ J
d GNARL / _ N v ~ ~ ~ ~ ~ ` POP ,'°.1 ~ 140
D,B. 418, PG, ~ / f /f : ~ ~ ~t ` GE ~Pi GED '.t ' ~ ~ ~ ~ ~ AGL-3-115-D-1~2-13 i ~ ~~-w ~ t, c~~ v TING I~NG TO ~ v _ M ~ A`CL XIS
ZONEDr RS-12 / ~ ~a ~ i ~ y, ~ 1 vti,~ ~ ~ REMO - GONTRAGT0~0 ~ ~ v e ~ APPROXIMATE LiMlrS ~ ~ ~ ~ ~ ~ 20N5TRUG1'tON-- P~~ ~ ~ r- ~ ~ b 4 i ~ ~ ~
LIB-! "3 / ~ ~ - ~ - XIMATE LIMITS ~ pERPORM VI~IAL INSPEG110N ~ - _ _ _ ~ BENT PERENNI jig GOf~tVAT10N r ,r 0 ~3 #~~~P \ \ EXISTING
~ fi i , ~ 0~ EXIST, ITIOi~ \ firiP y AREA ,'r . , " i / --~'r~~ 4' 1xD GON511'~4TION ~ .W ~ , ~ d~ ~~u~ ~;w - ~ ` ~ PRioR TO` STRUG \ Q ~
(14 ~ ~ ~ ~ \ i / " ~ OF THE 51FE ~ ~ ,r ' f ~ TREE ~ _ vi~ s TO J ~ r i ~ ~ BEGINNING ~ \ ° ~ ~
,c~ ~ ,s . ctvATION {~O~D MICHAEL J. KAI~ ~ \ ~ ~ AREA ~ L ~ \ \ ~ - - - - _ r \
! ~ ® TREE PRO~fE~TION _ ~ ~ ~f _ ~ ~ E cr~ +t., ,fir'' ' / ~ _ d hNGHELLE , \ ~ ~ \ ~ j 1. ~ I' ~ ~"x'
I \ < PENCE TYPICAL ~s ~ ~ \ ~ ~ D.B. b123 PG. 236 / r'
AGL3-115-D-142-14 / f o " ~ f ~ ~1'/ - ° ZONED: RS-12 A0 ~ O4 " ~ ~ ~ ~ ~ ~ ~ \ J ~ ~ ~ - ~ / POP. 1~I/ ~ °j?:1
LUG-I ~ / ~ X19' ~ ~ ~ . Nr10 E " _ ~ ~ o'Os A„L 3-i15-832 50 ti ,fir' R \ ~ \ 832-50 ti ~ ~ ~ - ~ ~ i84
~ I ~
~ ~ _ ~ ~ ° ~ ~ ~ _ ~ 1L! ~ O
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_ - _ r~ , ~ LaL _ ~ ~ ~ O
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\
~ ~ ' ~ - ~ --1' SAN ~ ` , A ~ ~ ~ ~ .r,[ 1.U
~ ~ -Thy _ r T~
~ / ~ ~i i ~ ~ ~ \ ~ f~, ~ 1J.J ~ ~O ~ 1 ` \ Z ~ \ -
/ ~ ~ G~ i GOi~SERVA . \ ~ ) . S~~ \ - AREA ' ~ \ i
~ o ~ ~ ~ f i 1 / N ~ / A ~ APPROXIMATE LIMITS OP t r NITS OF C~ , r ° TREE PROTECTION ~ I ~^L ~ ~
/ ~ / ~ jONSTRUGTION ON PENCE TYPICAL 1~ , ~ ~ ~ ~ ~ O
~ , ~ ~ I ~ ~ it ~
1~
~ / / W 5!0 ~ / CITY OF GR~NSBORO ~
f 52 Q DRAINAGE WAY cad OPEN SPACE 6s ~ ~ b
/ ~ ~ 1 - PB 112 PG,131 ~ ' t
/ ~ f-~ AGL-3-115-832-44 . ~ 1 ~ / / ~ ZONED: RS-12 ~ J I f N 2b°02101 W'S5' <; ;
f ~ q LIB -1~ONE ! , f / ~ ~ r~~ r / "
~ u~ l rt.-~) ~ ~ ~
/ ~ /
~ _ 25' UTILITY
~ VGP SAN, " ~ ~ 1 I , 8~:1~I..Y 5.51MP50N,1.LG
. i-~ ;AN. SEv+~R (APP ~ ' ~ ~ - ' ~ i / / I~ / I ~ t 34015MOKETREE DRIVE
~ I GREENSBORO, NORTH CAROLINA 27410
RAVEN RIDGE SUBDIVISION ~ 48~ R~-~ ~~~N G~ ' ` - - _ !A~?RCxa \ „i ~ / I ~ (336) 362-RSSO 1~1MA Y{'(ATT GOBS, .R.
SECTION 5 ~ ~ / ~ , 2 - - 'xa ) q CAROLYN W. ~ t CONTACT: BEVERLY 51MPSON HEN50N
PB 80 I i N L / ~ RAVEN RIDGE SUBDIV S 0 o j 46~ ~ \ ~ ) ) DB 2123 PG. 668 ~I ~ \ ) AGl.-3-f15-832-2 II ~ \
SECTION 1 ~ / ~
~ I~B 83 PG, 101 ~ o ~ / ~ ~ ~ ~ ~ ~ ) ~ ) ZONED. -R5-12 I ~ ~ DftA?^W BYI BWA ) )
\ ~ ~ ~ \ ) ) , ' i DATE. .1AN.1, 2010
1 ) ~ ~ , REVISIONS. \ _______J ~ I ~
+ ~ ~ \ l~
~ ~ ~ ~ SAh, M.H, u , {APPRGX,) SAN, ~ h I G
. N
I, BOUNDARY AND TOPf~RAPHY INFORMATION TAKEN PROM SURVEY BY BORUM, WADE AND ASSOCIATES, PA, ~ ~ ~ I 1
2, THE EXISTII~ UNDERGROUNn UTILITIES MOWN ON THIS PLAN WERE TAKEN PROM FIELD SURVEY DATA AND EXISTING MAP DATA, OTH~ UNDERGRt~IND UTILITIES MAY EXIST ON THE PROPERTY. THE CONTRACTOR SHALL
INSPECT THE SITE PR14R TO BEGINNING WORK TO REVIEW EXISTII~ CONDITIONS, IT {S THE CONTRACTORS ~EEr rlnE:
RESPONSIBILITY TO TAKE THE NECE55ARYPRE-GAUTII~IS TO ENSURE Tt~ AGCdIRAGY OF THE UhIDERGROU~
UTILITES SHOWN ON THE MAP. IP THE CONTRACTOR DETERMINES THAT THERE ARE CANPLIGTS BETNEEN THE EXISTING G4NDITIONS IN THE PIELR AND THE DATA SHOWN ON THIS MAP; TIE CONTRACTOR S}IALL NOTIFY THE ~X15T. G4ND'~.
OWNERAND/OR EI'~INEER TO GAIN A RES(~.UTION PRIOR TO PROG~ING. and D~MD
PLAN
3, C,ONTRAGTOR TO INPiPEGT THE 5111: AND HAVE ALL I~iDERGROf1NID UTILITIES LOCATED PRIOR 10 BEGINNING DEMOLITION AND CLEARING,
GRAPHIC .~A~-~ FILE NOI P:151MP50N-BEVki~no
4 TRACTOR TO TAKE ALL PRE-GAUTIO~i TO PROTEG7 AND PRPrERVE ANY EXISTIT~ TREES, LAND OR a z~l ~ IDQ~ 150 200
iMpR[aVirMFN1~, THAT ARE NOT TO BE RENbVED OR RELOCATED ON ANA AROUND THE SITE, N'1 AIJItI/'. C! AI G 10 _ CAI
5. CONTRACTOR TO INSPECT THE SITE TO REVIEW EXISTIN66p SPARSE TREES IN THE YARDS, ETG. THAT ARE TO BE PLAN SHEET NO.
PRIOR TO BEGINNIW CON5TRUCTION.
b. REMOVAL OF EXI5TING BUILDIN65-S REGUIRE DEMOLITION PERMITS.
1. TREE SAVE AREAS AS 51.10M, PROVIDE TREE PROTEGTiON FENCE (SEE SIC 6 FOR DETAIL). ALSO, SEE SHT. 6
FOR TREE CON5ERVATOIN AREA GALLS. 11 111 1 Will

6EI~RAL GIA2B AND GUTTl3z NOTES:
GONTRAGTION JOINTS SHALL BE PLt~ED AT IO' INTERVALS, I ~ TIDN oTS ~ ~
EXCEPT THAT A 15' SPACING MAY BE USED WHEN A MACHINE y,~ WS III I. ALL TREE pROTEGTION DEVICES MUST BE INSTALL TOTAL AREA: 6.~3 ACRES a !5 USED OR WHEN 5ATI5FACTORY SUPPORT FOR THE FAGS MUST BE INSTALLED PRIOR TO LAND DISi11RBANGE, II~LUDING
SOIL TYPES: McE2 $ Go EnG, Mi~2 d 1~2 Wh THE GUTTING OF ANY TREES. A PENALTY G'F X500 FORM GAN BE OBTAII~D WITI~?UT THE U5E Df TEMPLATES R5-12 and GD-R)`1-~ (CASE N0, z-04.OI.043~ ~P ~ r 'ENAI.TY OF X500 PER DAY MAY Ai~'LY. .....r ~ . ~ . _ ~ e~~r
n ~ DISTANCE To FLOODS~~AY: ~ 51TE 2. CONTACT TkE URBAN FORESTER AT 313-2150 TO AT IO' INTERVALS. ~ygTc D Y~i III AV6.5LAPE OF SITEo '~6 TO LAND DISTUR6ANGE. AT 313-2150 TO SET UP A i~-GON5TR1;`GTION MEETING PRIOR ~ E n ~ i n~
32°01'31p gyp, ALLOI~ WATERSHED EXISTING BUA 0.18 ACRES 3, pRO~RLY SAVED TREES IN THE PLANTING YARD! ' f___ ~ d ]l 11 E 1' S PLANTING YARDS GAN RE[~GE THE IANDSGAPE PLANT REO111RE:MENTS. ~ ~ < N ~ ~ nta~ »r~E ~ ' i
JOINT SPACING MAYBE ATLERED B'( THE ENGII~R ~ 2,~„ LLED GRAGKIh~. T BUA • 178 AG -2~5 BMP DESI BUILT-UPON AREAS: 4. TREE CONSERVATION AREAS TO BE SHOWN ON GF BE 5HOWN ON GRADING AND ER0510N CONTROL PLANS. ~ ~ I
TD PREVENT IUIGONTRO OTAL (PER 6N) 6 a~a BUILDING(DRIVES I.IS ACRES 5.51LT FENGIN~ GAN BE USED AS TREE PROTECTION REE PROTECTION {MERE TREE PROTEGTiON FENCING AND S{LT
GONTRAGTION JOINTS MAY ~ INSTALLED Bl' THE USE OF PRIVATE DRIVkS: Ob0 AGE FENCING OVERLAP. (5EE ER0510N CONTROL DETA N CONTROL DETAIL SHEETS 6 and 1) ~ ~ u ~ ~ '~+i owVE ~ Borum, Wade and Associates, P.A.
G N6 uT TEh~LP:TES OR FORMED BY OTHER APPROVED METHODS pR0P0~p ~ TOWNN~S -LUG-2 TOTAL= I.~& AGR~i (2~ SITE) 6. ALL TREES 4 INCHES OR GREATER LOCATED IN p 3~ LOCATED IN PLANTING YARDS OR EQUIVALENT EL.~3~IHERE g~ ~ !I~ ~ ~ ~ ~ ~ E ~ ~ ~ ~ 62 t Eugene Court, Suite 100, Greensboro, NC 27401-2711
h . , GO DUND m ~ , , , , NWERE SUCH JOINTS ARE NOT fORMED BY TEMPLATES, A N ~ 31 ~ ON SITE TO BE PRESERVED.
~ ~ ° ~ . <; ~ MIt'hhUM D~rH of I-i/2° SHALL BE pBTAINED. N 0 T ~ 5 : N a NUI~2 OF FITS PROPOSED Ib 7. PROTECT ADDITIONAL TREES SHOWN ALONG NiEW 3p00 P51 GONG~ETE , _ SY THE PROPOSED N THE EAST PROPERTY LINE T PART ~ ~ PO Box 2 i 882 Greensboro NC 27420.1882 OWN ALONG NEW GARDEN ROAD AND THE S(~'fH~N ,
° . , e. TYPICAL UNIT SIZE 20 X 42 (880 SF) I, TNi~ BIflI.T-UPON AREA ~t TfllS SITE WIU. TO AND 1~ TREATED PORTIO OF (NO ' ALL GDNSTRUGTION JOINTS SHALL BE STRAIGHT AND TRUE. n ~ ~ ~ ~ ~ ~ TYPICAL UNIT MIGHT 2 STOWES ~t.TER Y LINE (NOT PART OF THE TGA). ~ ~°9r Phone; 336.275.04?I Fax: [phone] Web, www,bw~um•wade,mm
n EXPANSION JOINTS SHALL ~ SPACED ®30' INTERVALS, d 2 THE HON~OWNERS A560GIATION Will ~ ~aP~iBLE FOR NU4U~4ANGE 15 DENEiITY 2.58 UNITSIAGRE
p r ADJACENT TO ALL RIGID OBJECTS. t Aq8 L,P. A OF THE SAi~ FILTER ACCORDING TO THE MNN1E~IAi~E PLAN ON S($T 5. e ATION AT
2a 3363 1.Il~Al.1$T ~ f~W DRIVES: (PRIV T~ BUILT ICJ AREA (BU t I ~i (OJS AG. EXIST, (2A~- SEE 51~1MARY B».~^V 3. THE GI1Y OF 61~560RO A1,0 THC~R A5516f~i HAVE RIGHT TO ACCESS THE 0~ PS E5, rs,~ ~ 5EAL5:
~ RE(~fIRED TREE CONSERVATION AREA: n t 4.?!i AG, SAND FIl.Tt3Z Iron 11~iP6GTI0N5 Aid MA AS )N AREA: 0.43 AG, ~5~) MAX. ~ ya ~
01'8+1 SPACE REQUIR~7: 0,16 ACRES (I AG,11O0 DWELLING UNITS -16 UNITS SHOWN) 4. ~ TO F.ItISIT1N6 Wf11.AN175 WIIL BE P13tMIT1H? THROG6H TIC GO>~a ACTUAL TREE CONSERVATION AREA: AREA: 1.31 AG. ~
AGE SHO}~l: 4.251 AG. GARS) AND TtE STATE AND G0~ OP TH PERMITS YELL 1# F(~ TO TIC UTY. OPB~I SP ( MINI MAP
I' SFgSA SURFACE ASPHALT
TAX MAP Rf~ AGl.-3-115.832-13 and 50 DB 3631 PG.16A1 DB 6'112 PG. 322 and DB 6A51 PG. 2A~
15 Sg59 ASPHALT ~ ~~0 PLAT REFERENCE: PB 112 PG. 13! I A GRADING PERMIT FOR ONE I ACRES OR GREATBZ ALL WATER AND SEWER IMPROVEMENTS aHONN ARE :NTS SHON~V ARE PRIVATE UNLE55 ~~OZ/fig F '
" A8G STONE 3ASE GOhIPAGTl37 SITE REQU RE5 b CITY BLOCK SHB:T: 12! T ION NTROL NOTED OTHERWISE. DISTURBED AREA. THREE (3) 5ET5 OF SEDIMEN AND EROS GO '~~~~`s'a~ ~~~~}v'`~r . .
GIS BLOCK SHE~I': 184603 P GALGULATIIDNS DETAILS GRADING PERMIT APPLICATION LANS, ,
DMi~ DRAINAGE MAINIE d UTILITY EEk58~NIT FINANCIAL RESPONSIBILITY FORM AND A SURETY OF 82000.00 PER \ t ~
. Q < ° ~ ~ DRAINAGE EASEMENT ACRE TO BE SUBMITTED TO, REVIEWED BY AND APPROVED BY THE \ ~ ~ ~
` ~ ~ ~ " . ~ ; a. ~ ~ ~ ~ ` ~ A ~ ~ ~ ~ ~ ~ ' ~ ~ f~ UTILITY EANT CITY OF GREEN5BOR0 PRIOR TO ANY LAND D15TI~BANGE. a / ~ ` ~OT~~ ~0, ~ m
° Q~','~T PRACTICE STORM WA ~1+ ° E ° ' A ~ 4. ~ ~ ~ ~ BMP Mr~~ ( T~ 7 1ryj ~ N ~ V
: ~ i,~-. I. ~ ~T 6 ~ CLEARING AID EROSION ~ I. Z~IINS i5 GD-RM-S and 85.12 ~¢~~.,t°
F ~..a~; ~ ~ ..t•' I .~I..~.I I i, : E ~ i~~^f 1 ~I!..~e~~' ~f/~, ^ PY1 MN q CONTROL € a -1 1 ,~".,.,rl ~ iy,„^-I ~ f~~ I E."~:I ~ I~ i I ~i ~ 1- ~ E 2. IDARY INF(~htATION FROM FEILD 9Y W~ ~ ASSOCIATES, PAS ~ ~1~~ ° , ~
\ \ 3. TOPO~RAPHIG INFORMATION BASED ON FIELD SURVEY BY 80RI~1, MADE ASSD., PA
.I ~ 3~I ! ~ ; ~i s iii I DACES REQUIRED: 2 SPAGE~ur a Ib urn = 32 5P~ REFER TO SOILS RB'ORT SPACES PROVIDED: 32 SPACES (2 ypA<;FIITj x I6 FITS ~ \ AND CITY/G~i'f 615 T01'OGRAPIflG MAPS. ~~e~
FOR COMPACTION REQUIREMENTS I GAR PER GARAGE b UNITS GALGULAI~ON ASSUMES I GAR PER DRIVEWAY AND r1 ) ~0 4. GOMM~I E.EME~IT(S) TO 8E MRINTAl1~7 BY OYrl~S A550G9ATION, INC. \ \ s, 5. STORM 5 TO 13E DE516NEq IN ACCORDANCE !"~Tif GI1Y OF 61~lSBOR017~16N STANDARDS ~ ~ , ~ ~
T GT 0 T AID Sly' IIITTt~ FOR RE1/l8"I 1~N6 G~iTi'JIGTI~C f'I.AAN APPROV~d. PROC~~a5~
~ ~ °~"7 f~ ~ ~ 6. STORM 5)5~ PIPE SIZES 5HO4~ ON THIS PLAN ARE PRELIMINARY AND ARE 51lB.EGT TO Gt~NGE ~
ALL PAVII~ WORK SHOULD CANfORM ro THE REQUIREMENTS of \ WITH FINAL DESII~N OF GONSTRUGTION PLANS.
T1•E I~RTH CAROLINA DEPARTMENT OF TRANSPORTATION. ~ \ 7. TIDE ARE NO O'VE1~AD POY~t LINES IOGAIEa WITtHN THE PROPERTY LIMITS,
DARRELL B. MOOREf1l3.D F
oT TO BE SERVB? BY Ao GALLON ROLL our GONTAINBZ f'IGK~' BY o EACH II~IVIDUAL L ~ Db. 3223, PG. 43q A ~1~ p 12" RGP PROJECT:
CITY OF GI2t~N5BOR0. AGL-3-115-832-14
~ ZONED: 85-12 ~ LUG.I P p~~ P ~R~~QO~ o a
(12 ~ IE
/ , ~ ae 1NG~A p,1N~ ~~1H~ cor~oN ^ ,
m ~ STEPt~N DEROSE # LINDA ~ aG m ' / o
~L-3-115-D-?q2-12 , © ~F,ZO ..-;gee 51~,T~ zolNo Go 60N5 ~
D.B. 5162, PG. q34 ~ 41°+ ~ , ' ZONED: 85-12 MARGK NEDDER d ~ wQ r ~
LUG-i LISA TAPELLA-MEDI~R N END PIANTIf~ YARD , o N ~ ~ ~ x. \ I. U5E5: LIMITED TO A MAXIMUM OF 22 TOWNHOMES/CANDCN~IINIUM5. ~ ~
D9.521q, PG. 5q0 z I ~ UTILITY EA~MENT 5~3A / ~ , / I N ~ AGL-3-115-832-15 ~ 0 3 4
G ~ LIl~IE A / 2 ZONED: R5.12 EX. MAN ~ ~ , 2 ~4>~ \ GP \ 2. BUILDING EXT~IOR SHALL BE AT LEAST 5O~ BRICK WITH 50ME ~ ~ U~ ~ , ~ ~ c STONE AND WOOD ACCENTS. ~
WOODLAND HILLS LUG-I ~ ~ ~ x ~ IN ,1112 N= ~ / ~ ~ ~ ~ \ ~y 3. ACG~aS SHALL BE LIMITED TO ONE CURB GUT ON NEW GARDEN ROAD. ~ ~ ~
SEG. 4-A, MAP 2 ~ ~ / ~ ~ o ~ ! ~ x I ZO1 y 4. EAGN TOV~{HOMEIGONDOMINIUM SHALL NAVE AN ATTACHED GARAGE. ~e © ~
P I I PG. a5 + w ' 8. 0, ~ , 145 .G
"a ~ ~ ~ 1 ~ ~ / I coMMON
(13 ~ a ~ J ELEMENTS 5
~ OPEN SPACE IP / / ~ I` ~ ~ 6 e , ~
MIGHAB. KENNETH McINTOS•I ~ I6 ~BO"E 3~, i ~ NT / ,
d CHARLOTTE G. EIP ~ P ~ o D.B. 5q8, - o>°' 'f G'
AGL-3-115-D 1q2-13 r `~Z ~ / 1 f ~ 11 ~ / , ,'`r~~ I~ {r r, \ ~ _
ZONED= 85-12 J~ ~ 112 / ~ ~ ~ ~ MMON ~tING P
Luc-1 ~ ~o ~ ~ 'P~R~NIAL 5 GONSBtVATION 2 EL,EMEKI'S/ ~ TREE m~ J 2O
IrIP TO N AREA, , ' MMON ~ GotrSERVArION ~ SAGE (14 ~ 5TIIRBED CJ.EM~iTS/ ~ ' ~ ~ /
r'./ ® . / AREA .a / , OPEN SPAG~ ~ ~ ' G,. S~~Ay , 0~ +h-~ P ' l 9 e 4t1 6 ' ~ ~ ~ ~ ~ O
MICHAEL J. KANE ^ / ~ e 9~ C~
d MICHELLE E. L~r d / ~ ` 1 D.B. 6123, PG, 2316 / 0 ~ ~ G~ ~ N PA 10 e I~ ~ ~ ~v ~ ~ ~ ~
AGL-3-115-D-1q2-14 ® ~ ~ ry,~ ~ Z e~ ~ o~~-°~
/ 125~°~ ; 1 r ~ , ~ v` ~ ~ EXISTING ZONED: R5-12 o qO'W 04q~: ~ , l~ ~ t83 / W ~ ~ W:TLANDS N
LUG-I , , , , , , .!g ~ / EX. N~~HG E ~ , , ~ ~ . - TOP 1665 ~ TO BE ~ ~ ~ ~ ~ ~ Q z
~ 7 DISTI~BED II I I ~ ~ ~ ~ v ~ .,..~1 _ ~ w
~ ; , ~ ~ / INV. ,6(7.96 ' / EX~5Tih6 Q 3 , ~ ~ ~
s ~ ~
. ~ / UNDIS ~ ~ ~ ~/~~T,, o
" _ ~ ~ ~Dh~1E OVER ~ ~ ~ AND ARO(!ND u~i
~ ~ - a , ~ ~ _ ~ ~2,~ ~ ~ti ~ \ ~
~ r ~ L ~ ~ ~ G~ ~ ~ , d ~ I~~ 13 ~ ~
~l ' A ~n -A 7t \ ` o I SAN. ~ ~ '
\ ~ / ~i / / UNDIS r SAND GOM COMMON e ~ \ (APP I
~ v / ~ FILTER BMP ELEM ELEMENTS/ 12 / I \ ~
/ ~ ~ / car~RVa PL ~ / 'AREA ' 3'' SEE SHT. N0.5 OPEN 5 ~ COMMON \ \ I I ~ ~
,,,r 0 ~ ~ t e
' > ® / / / , Q 4451.1= OPEN AGE ~
/ END PLANTING YARD / . PLANT~~ Y ~ / ~ ~ c~SERVAnoN ~ / ~ 1 ~ / ~
/ ~ ~ \f f ~ ~ 1
/ CITY OF GREBJSBORO ~ ~ ,o ~ , OWNt1~/DEVB.OPER:
~ 52 r._._ p DRAINAGE WAY cad OPEN SPADE
/ / / / ~ , PB 112 PG.131 I YR. FLOOD LINE ~ NEW 00 i / f^~ i~ AGL-3-115-832-~4q
~ ~ / / 2 ZONED: 85.12 ~ ~ ry ~02~01° w 113.x';' i E~VEI~..Y 5.51MP50I~ LI.G
~ / LUG -NONE ' 34015MOKETREE DRIVE
511 / / o u. . / r o ,,r 1 ~ ~ GREEN5BOR0, NORTH CAROLINA 214{0
~ ~ /~N TION ) ~ ~ (336)362-860
~ ~ ~ / ~ ~ / CONTACT: BEVERLY 51MH'SOt,I HEN50N
2,
1 . _ - TILITY EASE $ .I~'(; /
~ / ~ ~ EX. to'' yea G 1- ~
~ .,AN. SEWSP (APP ~ / „,EX,15 T21I5 ROX. LOGS = ~ / ~ / f ~ / ~ ~ DATE: JAN. 1, 2010
r ~ SAN. SE ~ i - ~....,,~WER (APPROX. ' ~ ~ ~ o ~ 4q~ '"----,.,BOG.) ~ /
NOR ti \ ~vAN. M.H.
RAVEN RIDGE SUBDIVI510N ~ ~ (481 -,--•`N GREEK ~ _ A~PROx,` 'ROX,J ~ ~ N1MA W'fATT GOBB, .1R, 1
~ SECTION 5 ~ ~ _ ~ / ~ ~ARY ~ ~ ~ - ~ ? ~ _ - - ~ 1 1
~ RAVEN RIDGE SUBDIVI510N ~ ~ ~ 1 ? \ ~ ~ I D8 2 ~ PG 6b8 ` ~ ~
~ SECTION 1 46 ? ? ..r x451 ? ? ~ ~ ~ f ZONED: R5-12.2 1 \ \
~ ? \ ~ ~ ~ LUG-I ~ ~ 1 1
~ ~
~ _ r ~ ~ ~ WATER I~SE PLANtIN6 T~11~
° IR~NTS L THE FOLLOWING 501E PREPARATION TEGHNI(>IiJES SHALL BE USED FOR ALL REQUIRED LANDSCAPE AREAS: SHEET TITLE: 501E PREPARA710N FOR THE ENTIRE LANDSCAPE YARD INCLUDES THE ADDITION OF ORGANIC AMENDMENTS TILLED TO A D~'1N OF ~ I
GANOP'( TREES; WATT WISE CANOPY TREES, USING REQUIRED PLANTING TEGHNI D PLANTING TEGHNI(>1~51~15T BE A MINIMUM OF TWO (2~ INCHES IN CALIPER, EIGHT (8) TO TNELVE (i2J II~HES.
MEASURED 51X {6) INGI•E5 ABOVE GRADE, Y~IEN PUNTED HEN PLANTED (SEE SECTION 30-5-4.q(tJ}). NON MATI~E, A CANOPY TREE 2. ALL PLANTIN65 IN TIC LANDSCAPE YARDS SHALL BE hNLCI~D INGLI~II+~ INTERIOR PARKIi~ LOT 15LAND5 UNDER FIVE HUNDRED ~ ~ A
TYPE LENGTH WU7M GANI~Y TREES UN1D~iTORY SHRUBS SHOULD BE AT LEAST FORTY {4O) FEET HIGF} AND HAVE A MINA { AND HAVE A MINIMUPi GRONBJ WIDTH OF THIRTY (30) FEET. OTHER CANOp1' SC>81ARE i~T TO A DEPTH OF THREE (3) TO FOI~t (4) INCHES AND MAINTAINED NIEED FREE TH~2EAFTER, /"1
TREE5 MUST BE A MINIMf~9 Of TF~EE (3) INCH CALIPER, N~ASUF H CALIPER, MEASURED 51X (b) INCHES ABOVE GRADE, WH~i PLANTED. 3. EARTHEN BASIHIS ARE TO BE GONSTRUGTED AROUND THE INSTALLED PLANTS. 4. PLANTS, AS PERMtl1TEP BY THlS ORDINANCE, ARE GROUPED TOGETHER WfERE P0551BLE.
TREET YARD 405 L.F. 8 FT. 4 NIA 6Q e 13 12 I~DERSTORY TREES: WATER WISE UNDERSTORY TREES N<u5T BE A MINIMUM OF ONE (I U~VE ~ RADp15 D~.TA ~ 41A L.F. ~ FT. A MINIMUM OF ONE UI INCH IN CALIPER, MEASURED SIX (bl INCHES 5. FOR ESTABLISHMENT ANp SURVIVAL, PLANTS SHALL ~ WATERED IN THE FIRST YEAR OF PLANTH~a.
o ~ ABOVE GRADE, v~IEEN PLANTED {SEE 5EC•noN 30-5-4.q(r~). WN GI 125.00' 112246 ~ 445 LF. 5 FT. N/A A 81 BE Tt'd:TITY-FIVE (25) TO FORTY (40) FEET HIGH. OTHER UNDER N 30-5-4.q(N)). N8'IEN MATURE, AN UNDERSTORY TRH SIi01~.D IRRIGATION: IT 15 SUGGESTED THAT DRIP IRRIGATION, Y~11GH INCLUDES DRIP MA5TER5, BE USED FOR REQUIRE? LANDSGAPii~a FILE N0: F:l51MP50N-BEV1~ItePlan HGH. OTHER UNDERSTORY TRF~S MJST BE A MINIH~IOF TWO (2J INCHES PLANTl14G BEDS DURIi~ THE REQUIRED ESTABLI5HMENT PERIOD. AFTER ESTABLISHMENT, SUPPLEMENTAL WAVING GAN BE REDUCED
6-2 ~ 125.00' ! 21°06'24" INALLCALIPERAf~ROVEDMEASWUREDATERWSIXI5E(6)SFINCHESU51 T: GRADE AT TIME OF INSTALLATION. AND USED ON AN AS NEEDED 5A515. TRADITIONAL SPRAY IRRIGATION 15 PROH151TED EXCEPT FOR TURF AREAS. DRAWING SCALE; I" = 50' PLANTING
RUBSABOVE GRADEREQUIREDATPLANT TIMIENE G-3 2561.00, DO' , 15°2456" NOTE, VIS 15 A CONvEM& LANDSCAPE KAN SHRI~S: , 1~ EDGE OF ZEWIRED TECHNI THE
G-4 312.00' I 18°3434" THE APPLICANT H6T 505MIT A DETAILED LANDSCAPE PLAN (Y4ICH DEPICTS THE PLANT TYPE5 AND LOTS ACCESS DRIVES, LOADII~ AND UNLOADING AREAS AND AREAS AND OUT51DESTORAPLANTED PARALI GE SHALL BE EVERGREEN AND INSTALLEDIAT 6 R A P H 1 G 5 A G L PLAN SHAT No. 01145 READ OR HEIGHT, AND REACH A MINIKH HEIGHT OF THIRTY-51X (36) INCHE5 AND 0 2Y 50,
G-5 31.00' 42°31'44" LOCATIONS) WITHIN 40 DAYS FROM THE ISSUANCE OF THE B)ILDIN6 PERMIT FOR REVIEW BY THE PLANNING A MINIMIM 51ZE OF EIHTEEN (I8) INHES, SPREAD OR HEIGHT, AIITHIN THREE (5) YEARS OF PLANTING. ALL OTHER 5HRU55 MAY BE EVERGREEN MOM, ul
°31'44 DEPARTMENT. THE LANDSGAPE PLAN MUST BE APPROVED BY THE PLANNING DEPARTMENT A MINIMUM SPREAD OF THIRTY (30) INCHES WITHIN THREE (3) YE C-6 31.00 81 PRIOR TO RECEIVING AN iW*%TION FOR THE CERTIFICATE OF OCCUPANCY. .LLON IN SIZE AS PER ANSI STANDARDS AT THE TIME OF INSTALLATION 2
G-1 112;04' C 17°06'14" TYPIG~I. UNITS I.~RG~ SING~.~ UNIT OR DECI>~OUS AND SHAIt. BE rHR~ (3) GALLON IN SIZE A5 PI 50`
FOUNDATION 4 PATIO: 3000t 5.F. FOUNDATION 4 PATIO: 40001 S.F. BONN MEMO?
fi

TOTIV. AREA: b.203 ACRES ALL WATER AND SEWER IMPROVEMENTS SHOWN ARE PRIVATE.
BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FROM SURVEY BY BORUM, WADE AND A550GIATES, P,A. ZGf+gN6: RS-12 aid GD-RM-S (CASE N0, t-04-0I-0~) LANE _ ,
~ - ~ ~Ean~ieers
2, THE EXISTING UNDERGROUND UTILISES SHOWN ON THIS PLAN WERE TAKEN FROM FIELD SURVEY DATA AND NU1T8~ED WS lil ~1D "0~, ~ TIP~ROAK DRIVE ~ ~ ~
EXISTING MAP DATA. OTI~ER IRJDERGROUND UTILITIES MAY EXIST ON TIE PROPERTY, TIE CONTRACTOR SHALL MAX. ~ A1,10Y~ 10~'r (PER YIATEt~I?) 5V-11 CLEAI~Ut GAP INSPECT THE SITE PRIOR TO BEGINNING WORK TO REVIEW EXISTING CONDITIONS. IT 15 THE GONiRAGTOR'S 5v-lS3 DOUBLE ~1B ~2" x ~r x e" coves h~ '
TOTAL BUA -1.18 AG -29Ri (PER ~ DE~6M RE5PONSIBILITY TO TAKE THE NEGE55ARY PREGAUTIOhE, TO ENSURE THE fu~CURAGY OF THE UNDERGROUND ~ PAD v q ~ ~ ~ ~ Planner ~ ~ ~ ueAf~ur eon ~r ~ ~ m
i TH TRACTOR DETERMINES THAT THERE ARE GOh~LIGTS BEiNEEN TI•E oLEAfaourEOn UTILITIES SHOWN ON THE MAP, F E GON Ji ~li r i- ~h . DRIVE ~ ~
ATA SHOWN ON THIS MAP' THE CONTRACTOR SHALL NOTIFY THE FINI5hED GRADE-.~~ ~ ; '{~~r-.i ~ E~ !!r { EXISTING CONDITIONS IN THE FIELD AND THE D pRppp~ ~ TONNI _ LiK,-2 ~ =~;i--~~ }I~~,~ ~ ~ $orum~Wade and Associates, P.A~
(FRAM ) ' OWNER AND/OR ENGINEER TO GA{N A RE50LUTION PRIOR D PROG NIR OF UN~fS ALLOYED 3) CHART ~ r ~ ~ I . ~
-~~I ~ NJM~ ~ U~gT5 Pfi!OPOafD 16 ~ ~ ~ ~ (r ~ ~ ~ 621 Eugene Court, Suite 10Q, Czeen~boro, NC 27401.2711 ~ PO Hax 21882 Greensboro, NC 27420-1852
3, ALL GONSTRUGTION TO BE IN AGGORDAh~E WITH THE CITY ~ Gf~EEPISSORO AND THE NGDOT STANDARDS 20' X 42' 880 SF dour ~ TYPICAL UNIT SIZE ( ~ ~l AND SPEGIFiGATIOh~. TY~GAL I~IT 1~16Ht 2 STORIES a ~ 9T ~ ~ Phone: [phone] Fax; 336.275.3719
SGH. 40 US BEI~ cASr i~ rat Us ~ ~ D~JSiTY 2.59 UNIT~AGRE > we > c2 Web, wwrv.borum-wade,com E~
UTI ITIES PRIOR TO INSTALLING PVG PIPII~~ 4. CONTRACTOR TO VERIFY DEPTHS AND LOCATIONS OF EXISTING AND L ~ ~ ~ } ~ iPRNATf~ I s
INST LRTION SHOI~.D GRADE Lam' SERVICE GONNEGTIONS. CONTACT OWNER AND/OR ENGINEER BEFORE AL t (,8 0,18 AG. E?gST 2~SK- 5EE SV~IARY BULT >~'ON AR64 I~UA) ( ~ ( 88A1~V :
CONFLICTS EXIST WITH OTI~ER UTILITIES. ~ f 4~r - ~3
A PERTINENT AGENGiE5. OPEN SPADE RT~R~: 0.16 ACRES (IAGJI001?N~.I.IN6 UNITS -16 UNITS SHOWW 5, CONTRACTOR TO COORDINATE UTILITIES INSTALLATION WITH LOCAL UTILITY COMPANIES ND
~ SPACE SNON~I: 4.~ AC. (6~} VICINITY MAP
6. PROVIDE 18" MIN, CLEARANCE BETWEEN WATER AND SEWER ®GR0551NG5 SEVItR PIPE 5~ SCALED I" = 2000'
PROVIDE 12" MIN. CLEARANCE BETWEEN WATER OR SEWER W/ STORM GROSSING. TAX MAP AGL 3.1'15.832-13 and 50 ~ ~ iN ~A~n ~y ~ y~y - 4 F T RM FINER ELEVATIONS AND GRADES . D~ RJ~6ZHJG~r ~ 3631 P6.16a1 DB b112 P6, 322 a>d DB 651 FFi. 2x06 NON LOAD BEARING GLEAI~IIT ~1
(5EE SHEET N0, G ORS 0 1 " dour ro ~ rRAr~c eEAwr~ r~E (m'1 " PLAT REFERENJGE: PB 112 P6, 131 cASr
1, INDIVIDUAL UNIT WATFR AID SEWER SERVICES SHOWN ARE 4 SANITARY SEWER AND I I/2 WATER GIl'(HI.OGK SIFT: 121 ZONING G ITIOS
WITH I" METER I~VLE55 NOTED OTHERWISE, 615 SIFT: 184b03 O r
8, UTILITY CANSTRllGTION DRAWINGS TD BE SUBMITTED TO THE CITY OF GREENSBORO FOR REVIEW AND DNI1E pRA+INA6E MAlNii3JAN!~ 4 U~II.ITY EASE'(' ITT TO SCALE I. U5E5: LIMITED TO A MAXIMUM OF 22 TOWNF~Mf~/GONDOMINIi1M5.
APPROVAL PRIOR TO GON5TRUGTION, DE DRAINAGE ~ 2. BUILDING EXTERIOR SHALL BE AT LEAST 50A`i BRICK WITH SOME k34»F$k@kBfk$
UE UItUTY EASEMENt STD{ AND WOOD ACCENTS. ~Ra ~ a
BFP SST MIV+~6EMENT PRACTICE (STf1RM WATERt ~ :9 L. a.a ~ NA 3. ACCESS SHALL BE LIMITED TO ONE CURB GUT ON NEW GARDEN ROAD. ~ ~ ~:~'ssr~~~ ~
4. EACH TOWNHOME/GONDOMINIUM SHALL HAVE AN ATTACHED GARAGE. = > . ~ ~
~r~~`e~
Shy: p ® p 10771 w
~~P y0 A ..r ~ 4
~y ~ \ ~ `~a
z \ APR 4~ 1 g$P i »fl$$$'$B
~ ~
~vq ~ ~ ~
~8 I DARRELL B, MOOREFIELD ~g ~ f I~
~ D8.3223 PG, 43a poi lST.'~ 1 HYDRANT
DN ~ AGL-3-115-832-14 ~ PRO.~GT:
. u~ ZONED: 85-12 LUG-I N0.4 P o~ Pflp"~~~ ~ 20"z6F TAPPIt~ a P o~~ o ~ `VALVE AND VAULT
- j 12 ~ ~ 7a ~ \ ~ ~ COMMON ~
MAf~lOLE N0.3 INV. IN 184.14 ~ / I ~ TOP 785.at INV, DUT 183.x4 p,1N1 ELEPIENTS/
im ~ ~ STEPHEN DEROSE d LINDA I 6"ay" ~ INV, IN 716.15 OPEN SPADE
AGL-3-115-D-1x2-12 ! ~ 6° GATE VALVE E BOX INV. OUT 115.x5 _ ~.~r Y' D
D,B, 5162, PG. x34 `~+Y MANHOLE N0, 2 b" 3~WAY HYDRANT a.. o 0 ° MANHOLE
ZONED: 85-12 MARGK MEDDBt d ; ~ 6"x4" Rt~DUGER we LUG-i LISA TAi'ELLA-MEDDER ~ ~ TOP 182bt I TOP 1~a23 \ Ci hp's INV. OUT 188.81 \ \
DB. 521a PG, 5aO ~ Z ~ INV, IN 71331 "~:~.,.~~n~
AGL-3-175.832-15 s INV, OUT 713,11 ~3A \ h3 ~ F is N I ZONED: 85.12 _x, h„~~ti ~Le I ~ , 2 ~ \ ®
WOODLAND MILLS LUG-I ; ; I ~ fY Y1 ~ti~~~~ . h ~ ~ ~
, ro I SEG. 4-A, MAP 2 I 3 ~ ~ ~ ~
P.B.101, PG. 85 ~ ~ I o 0 6 ~%~J~ Ti~ \ 'A~ t~^e ~ "Z
/ ~ ~ ~ I 2.6 6AiE l .p VALVE t 801 `'0 ~ ` ~ J
1 \ ~ o~ ~ 13 ~ ~ SAO 5 J ~
16" ~ ~ / ~ ~ ~ 6 ~ MICHAEL KENNETH McINT05H *,,p 5,`i'30"E 33~--~. T / s~ ~ , y~ 9~
d GHARL0T7E G ~ / p ~ ~t D8.45a8, PG. x13 / l ~ \ ~ ~
-D-7x2-13 / / VALVE AGL-3-115 / ~ ~
~ 2" ~ ~ ~ ZONED: 85-12 EXI~fII~ ~ U ~ / +
-I ~ NNIAL 5T'REAM~ ~ ~ GORE s "1 ~ ~ 6 ~ ' LUG P,~E ATiON f ~ 1.~ 1 GDNSERV / TREE ~ . TO REMAIN h v 5 ~ ~ t b~~~ a~~ i6 ~ ~
{p AREA ,~t~N1MON ~ , ~ CONSERVATION m ~ ~ ~W UNIDlS~BED 1 ( ~ ELEMBdTS/ / AREA
14 ~ ~ . / Ck ~ ~ " OPEN SPAG~ / b9 b'zb
--P~ ~ e MICHAEL J. KANE ~11~,! fie, 12~b bA1E "
v`~ pD,• ~ „ / ~ / VALVE ~ MICHELLE E. ~ ~ O,• ~ / / oa~y / " yN~ ~ ~ Bo ~ 10
D9.6723, PG. 2316 ~ ,00,, ° / / , , , B~+ ~ ~ AGL-y3~-1,1~5-D-1x2-14 / a 125' ~ ~w / ~ ry~ s• , tib,~j OfF ~g. 5 to ~ ° 15 nX 6° 45' MANHOLE NOlB ~ ~ O ° ~ 1, TOP 184,~t~ I 4
/a/IQ,y: R5"12 0 ~ ~ ~ `~`F" " ~ ~ ~ v / ETC ~ " a _ ~ 41 yy ~ ~ b/p o V INV. our 783. ~ C;~ ~ ~ _
LUG-i ~ ~Iq / ; ~ / ~Ex MAf~ E ~ ~
/ / ~ INV.160a6 ~ s~ ~ II ~ ~ w
~ / l ; ~ 3 ~ O / EXISTING 15R~ ~ i i ~ ~
~ ~ ~ VLTLANDS / ~ o
TO AMAIN / - ~;r,, ' . ~ ~ 8 4 r ~ , ~ 0 U' IS ~ GSM ~ _ _ ~ ~ : ~ ~ ~ / ' ~ ~ ~ ~ , '~~Nr o
. sMr . ~ ~ ~ ~ / o
/o 1 ~ ' ~ MANHOLE h10.6 ~ f ~1 ~ ~ iii \ ,^7 ~ y ~ ~1,.,~ , ~ \ 1 ~0 ~ T,v„
~ ~ r ~ c'`--~.. /E TOP 1832 ~p < , . C~ ~ ~ ~ ~ , r~Nr, INV, IN 176.x1 sq e i
r ~ i^E i SANDS ~ INV, OUT 176.11 ~K y ~ ~ ~ VALVE ~ I !
- / - TO / ~ ~ SAND MANHOLE r~ ° SAS, , ~ 1
/ ~ ~ , ~ / i ~ FILTER BMP TOP 182.q MANHOLE ~ ~~~a>r. ° ~ ~ !Af~xJ ~ ! Top 7sz.Qt ~ ~ I
/ ~ v; / ~At{~~! fiC 5EE SHT, N~. 5 . ~ / AREA ~ INV. IN 177: l °pbwAY INV. IN 111.41 12 ~I ~ ~ ~ I
~ p / ~ INV. OUT 171 / INV. OUT 17121 B.Eh1ENT5l \ ,I I i
/ / MANHOLE I - ~ \ ~ / TOP 171af ~ ° OPEN SPACE / \ \ g ~ 0 I ( IN ~ / ~ ` I
/ / INV. IN112,1 a'
/ INV, oUr 771.ao w 5 , ~ CITY OF GREENSBORO X20
(52 ~ 0 DRAINAGE WAY ~ OPEN SPACE y ~ ~ ~ ~v ~ FDw ~ ~ ~ o?vDEVELOPER:
~ / / / / ti ~ ~ PB lie PG.131 NEW 100 YR. FLOOD LINE LINE- s' ~~5' ~
/ / AGL-3?115-832-44 ~ / / , ZONED: 85-12 / N 26°oz~ol° ~ {13.ss' ~ ~:VfRJ.Y 5, 51h~aON, L1.G
\ ~ ® LUG- . ~ / / / / ~ ~ . ---7• I 3401 SMOKETREE DRIVE
~ '`TREE I j II / / / r i GR~NSBORO, ~RTH CAROLINA 21410
~ / a / ~ r CATION j ~ I / (336) 362-680
{ ~ / ~ CONTACT: BEVERLY 51MPS~J HON
1 i /
~ 25' IITfLI 1 Tr ER ~ 1
~ EX. ta° Yap ~ / - ` I ~ ~ / DRAWN BY: BWA
i ° 1~ ~ ~ 5A,4. Scamp (APP ~ ~ \ / I ~
\ / I I / DATE: JAN. 1, 20{0
r ~ ~ Ra . toc. - _ .i ~ ~ l 4a ) - i I
DIVISION ~ ° . ~o~SE~ ~ ~ - - _ 1'' ~ M.H. RAVEN RIDGE 51~ ~ (4&1 _____EN c~ tv. M.H. / ~ / I ~ REViS10(~5:
~ SECTION 5 \ ~ _ / ~ BUi'ARY # ~ $ (A~PRaxJ . ~ - _ ~ 1 ~ \axJ ~ M1MA WYATT GOBS, 1 ,
r PB 80 PG. 60 ~ ~ 4~ ~ " ~ ~ ~ RAVEN RIDGE SUBDIV1510N ~ / ~ ~ ~ ~ f,,/ I ~ ~ DB 2123 PG. 668 1 \
~ SECTION 1 " - , `~j ~ ~ i ~ ~ l q.51 ~ ( J AGL-3-115-832-2 1 \
a3 PG. lol ~ ~ ~ ~ I I 11
~ ~ ~ ~ ~ ~
~ i _ ~ ~ -
SHEET TITLE:

UTILITY
PLAN
FILE NO. P:ISIMP50N-i~V~utllity
DWI* SCALE: IN = 50'
6, RAPHIG ALE PLAN 5HET NO.
0 2V 501 cool 150, 2001
IA~tPo
Oil 11,

STANDARD
ROLLED 5'-O" ~ '-0" GURB INLET 5'-O" ROLLED
M WADE AND ASSOGIAIES P.A. G G T O I. BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FROM SURVEY BY BORU , ~ RATIONAL h~TNOD,10 YERR, IO MIN. STORM +~ITION Wl GONG. TOP TRANSITION G ~ G ~
P ~
DATA AND PIPE 517E NEED PIPE 517E ~ 2. TFE EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN WERE TAKEN FROM FIELD SURVEY ~pE ,q~p, RAIN G x I RUNOFF TOTAL 4.4" TOP OF II° TOP OF r~-- _ ' ~L n « ~r, e e r s
EXIST?NG MAP DATA OTHER UNDERGROUND UTILITIES MAY EXIST ON THE PROPERLY. THE GONTRAGTOR SHALL ~ A;~y, G FALL INIt~ GF5 517E SLOPE GAP 517.E ` ~B ~ bi~VF TIM~DAKDRIIVE ~ i GURB ~ P l a n n e r s
INSPECT TIC SITE PRIOR TD BEGINt~II~ WORK TO REVIEW EXISTING GONDITIDNS. IT 15 THE GONTRAGTOR'S i _ i m ~ ~V bRl`~ ~ ~ .A., r..~ 1~~ 1 ur ~ r o r
ITY TO TAKE THE NECESSARY PRE-GAUTI~JS TO ENSURE LHE AGGI~2AGY OF THE U~ERGROUND s 0.3 0.80 5.48 4,38 1.31 131 15" 0,5 457 15' 0,5 RE~'OI~IBIL o _ _ _ _ _ _ _
UTILI11~S SHOWN ON THE MAP. IF THE CONTRACTOR DETERMINES THAT THERE ARE CONFLICTS BETWEEN THE " 4 7 15" 32 _ _ ' T HALL NOTIFY THE ~ 03 13i 2b3 15 O5 5 EXISTING CONDITIONS IN THE FIELD AND THE DATA SHOV~I ON THIS MAP; THE GONTRAG OR S w [ri21vE ~ ~ Borum,NWade and Associates, P:A.
OWI~R ANDIOR ENGINEER TO GAIN A RESOLUTION PRIOR TO PROCEEDING. 02 Ob8 ob8 15" 05 4.57 15" 0.5 0
° i " 054 GUTTER LINE {~IJTfER LINE ~ ~ ~ ~ T ~ ~ ~ ~ 621 Eugene Court, Suite 104, Greensboro, NC 27401.2711
WITH THE CITY OF GF~EEhISBORO AND Tf~ NGDOT STANDARDS Q 0.4 1.75 526 18 O5 1.43 8 3. ALL GONSLT~TION TO BE IN ACCORDANCE
AND SPEGIFIGATIONS. e 0.1 0.44 5.70 IS" OS 7.43 18" O5 0 ' ~9r PO Sox 21882 Greensboro, NC 27420.1882 N I T I V N JJ T 11. Phone; 336.275.0471 Fax; 336.275.3719 Web; www.borum•wade.com
TO INSTALLING a o3 131 7.01 18" 05 7.43 18" 2.Iq T T VERIFY DEPTHS AND LOGAT10N5 OF EXISTII~ UI~ERGROUND UTILITIES PRIOR Q 4. GONTRAG OR O
SERVICE CANNEGL10N5. CONTACT OWNER AND/OR ENGINEER BEFORE INSTALLATION SHOI~.D GRADE a 03 131 131 12" 05 2,52 12" 5.4 ~QLL GURB GUTTER s~
0 CONFLICTS EXIST WITH OTHER UTILITIES.
02 0.88 2.Iq 12" 05 2.52 12° 32 ~ tN RD GUR INLET
5. GONI'RAGTOR TO CAI~DINATE UTILITIES INSTALLATION WITH LOCAL UTILITY COMPANIES AND PERTII~NT AGENCIES. 2 03 131 350 15" OS 457 15" OS 0 SGALE: N.T.S. V I G I N I T~ t`
b. RETAINING WALLS >2' iN HEIGHT REt~IIRE BUILDih~ PERMITS. ~0 1.15 1.75 15" OS 4.57 15° 0.5
Q 0.4 ~N.Ge LA = LtJW'
7. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NGBG AND NG VOL. I-G, AT THE SAME ELEVATION A5 THE ~ ~ 1226 24" 05 Ib.O 24° 05 0
FFE AND SHALL HAVE A MAX. 2`~ SLOPE IN ALL DIRECTIOh~ INCLUDING 1N 11~ DIAGONAL. OFF SITE 3p O~ 356 IOb@ fObB IS° 2.0 14.86 18' 35
BY-PASS ZONING G ITINS
~~eges~.r~a~arsma:B~~.
e ~ L USES: LIMITED TO AMAXIMUM OI= 22 TONINHOMES/GONDOMINIUMS.
ALL STORM SEWER IMPROVEMENT'S SHOWN ARE PRIVATE UNLESS ~ 2. BUILDING EXT~IOR SHALL BE AT LEAST 51~a BRIGK WITH 50ME TM ;.•~~ti ~'r
NOTED OTHERWISE. STORM DRAIN (S.D~ MATERIAL: REINFORCED G(N4GRETE OR HOPE PER CITY OF GREENSBORO STANDARDS STONE AND WOOD AGGENTS. ~'o"~~~~.~~~~`'~
RIP RAP OUTLET' PADS 3° AGGESS SHALL BE LIMITED TO ONE GURB GUT ON f~W GARDEN ROAD. ~G7~3 y
PIPE # D1M»I510N5 4. EACH TOWNNOMEIGONDOMINIUM SHALL HAVE AN ATtAGHED GARAGE, ~ °,°fi~,
OFF 517E 12' W X 10' L X I' D GLA55 "B"RIP RAP PAD Tw t 0.5 DIA. i.
p1E5° P,,~ BY-PASS
~ SAND FIL ~ : " " p~ 14 W X 12 L X I D GLASS B RIP RAP PAD Tw t 05 DIA. yy OUTLET ~
~ 4' W X 4' L X 5" D GLA55'B" RIP RAP PAD Tw y 05 DIA. 4
q 12 Plfi~ I z I
~ ~ I ~ ~ EX 12° RGP TO ~ ~ ADD \ ~ ~
w i

~`OD a'j~ DARRELL B. MOOREFIq.D
M D$. 3223 PG. 43q ,o a (Tj~~ ~ o T ~~F.12" f'ROJEGL ~ t,
Ojy AGL-3-115-832-14 ties ` a T' RELOGAlID 12 RGP
N ZONED: 85-12 ~ a a~~ LUGI Q~~ e: ~0 1 i2° RGP A6.1S5 i INV.
_ ( 1 12 _ YI 3 STD, 424/425 YI 4 STD. 424!425 ~
~ ; ~ TO REMAIN
m THROAT 16zA THROAT 1681 STEPHEN DEROSE d LINDA YI 5 ~ .424(425 ± ~ TOP 183.88 TOP 1q 28
THRO T 176,2 i m INV. OUT 7Tgg3 INV.1 1tY~ AGL-3-175-D-1q2-12 , © INV. IN 1 .13 1 i , ° ~ _
D.B. 5fb2, PG. q34 TOP 17128 u~ ~ Q o R5~I2 MARGK MEDDER ~ INV. A OFF 517E DA - 3A t w ~ 1
1 LUG-I LISA TAPELI.A-h~DDER RIB 3A AG~5.48NO,b5) =10,1cF5 r " A~
DB. 521q, PG. 5q0 I ~ I ; I , N ~ .I ~ ~ \ AGL-3115.832 5 I ~ ~ q3 \ ~2 i ; ~ 2 ~ O ~ ~ ~
ZONED: 85-12 Ex, Marv ~~r ~ p~. , ~,~p~ , l.. ,y.\; I C Z
ro>' E. a E ~ x~ ~ - L--- ego LUG-I I ~ 1 ~ ~ ~ C~ 7; ~ ~ ~ NboDLAND HILLS ~ ~h . 7,,.2~ - f o 8
SEG. 4-A, MAP 2 ~ ~ ~ ~ ~ ~ ~ ~ 'QTc"MP. 20 LF. I I ° INV.IA3A ~ ~ ~Q
\ ~ 1, ` , ' ~ ~ RGP ®6.1;5 ~ ~ z ~ ~
~ i 1 ~ 11 / ~ ,rop~p'~
(13 181 ~ ~ J 4Lx4'Nbc5 ~ Q~~ ~ J.i^I I ~ ~
/ / ~ b ~ GI 5 STD. ~ ~ ~ e ,r ,
MIGHAB. KENNETH MciNTOSH 55'30"E 33--~- ~ - _ _ _ / 4 , 1 ~ / ~ l f / I S9D. 1 INV. x,11.4 - 790 • ~ 1Q0
! CHARLOTTE G, EIP ~ ~ '`e ~ / w TOP'i~. INV. X71 ~ Db. 45q@, PG. q13
% ' - . S INV. IN t~J2 ti AGL-3-I'15--D-1Q2-13 / ~ ` ~ ~ ~ - ~ - ` / 2 TD, 424!4 f ~ ~
ZONED; RS-12 i l~ r i / ' ,k' / TIRO T 1RhA o ° ~ : STING ~-CONSERVATION ~ RO ~ 180A8 ~ ,>0
LUG-I T ~ ~ ~ \ ~ ~ \ 1 ~ I~ IAL S AREA ~ ~ fi ~ fi0 ~ ~ ~ t~7. our ~ - ~ w 1` ~ ~ o
EIP TO~(~I i i y ® , i ~ \ ---^/a"~, ~ ~ INV. IN 716b ~~yy~~ ~r (14 l - - . GONSEI~A~ON tFl l0`STD, 402 B f5 -a~ ~a0~~ ~ ~ Z
/ ~1 r SPAG~ AREA ~-18`1~5 v TOP~.11 ~f ~ g~ W 6 STD. ti o
~ ~ ~t~ ~ / ~ _ _ . 6~ / INU 116.1 0 ~ ~ Toe~1 z MICHAEL J. O9 i f ~ i ~ m.. - ~ l~, _ 11855 ~ ° rt ~ coq - ~ ~ z
~ 0 ~~.,,.r~r / / ~ ~ ~ ~ MIGHB.LE E. / R„ ~i ~ ' ~ GLA55 'B' RIP-RAP it ~ V. OUT ~181r ID
D.B. 6723, PG. 2316 / 100®° ~ / e ~ 09x1 9NZI2°D INV. I ~ ~ ' ~ I, 2 N f ~ AGL-3-115-D-1q2-14 ~ ~ . _ ~ ~ I ~ ~ ~ ~ tiT16.4
ZONED: RS-{2 ~ " 4O Q44t ~ _ " ~
t9y ~ . ~ B , ~ ~ ~ ~ ~ L~-I .Iq ~ / . MA ~ , . ~ ~ ~ ~ ~ ~ \ ~ ~ , G115TD. 403 l TOP 1bb,c . ~ , ~ ~ TOP 182b2 51D.403 ~ ~ ~ ~ z
/ / ~ NV. 760, ,E ~ \ 14 ( I 182.82 (I • - ~ ` ' , , ~ ~ ~ ~ ~ w 14 ~ ~ ~ 'N ~ ~ 11J W
/ E,t15ThN~ ~ ~ ~ _ ~ ~ ~ '11~bR.
~ ° - _ TrJ REMAIN - - ur , ~ ~ 15'
/ ~ ~ ~ t ~'7r , ~ ~ O'dDiS ~ ~ , - / , , _ o 2 ~ .
- ~ ~ d -
I .4g .15' ~P~' A~ ti ~ ~ ~ ~ Q ~
~ - ~ M ~ I. ~ E~N5I1, J ~ , ~ N~ ~ ~ ~ > ~ y ~y \ 13 : 1 \ ~
~ ~ ~ : ro i~~~a.IN .42 . ~ ~ .42~ I5 ~ ~ , x~ ~ ~ ~ 050 , . ~ \ ~
TREE . / J/ f 1 ~ GI II STD. ~
. ~ / GQI~JAtION \ ~ TOP 782b2 ~ \ / J / ! AREA ~ r v, rw26 , ! ~ ~ ~ , ~ ~
~ 1 ~ ! / ~ dam',, n °
/ / /
e 1. / / ~ \ ~ \ d~5, RIfT ~ ~
\ y / ~ f~pq Iztxi49~Z12ro , (
/ CITY OF GRI~fN56OR0 ..-1 ~ '20 o,.,, ~ ~a ~ ` ~ \ , OWVERroEVELOt'~:
1 \ ~ / / ~ , EE (52 \ p DRAINAGE WAY ~d oPEN SPACE 1 s J ~ / / / N - 112 PG. 131 SAND ` I 'YR. F OOD LINE ~
~ ~ ~ PB NEW 00, L ~ / / f°~ LY AGL-3-115-832-4q FILnR BMP ~ 1 J
~ ~ / / ~ ZONED: 85-12 SEE SHT. N0.5 ` ~ / Q I 1 ' 1 r ~ N 26°02'01° W 113.65 ! ~1~..Y 5. ~M~N, IJ.G : / ~ ,
~ / LUG -NONE i r \ / l o ~ rw \ 34015MOKETREE DRIVE
/ ~ / / / z~ r ~ GoNSERVA110N ~ ~ / / ~ ~ GREEN~(7R0, NORTH CAROLINA 21410
AREA ~ ~ 1 / / (3361362-Q680 /
f ~ / GONtAGT: BEVERLY 51MPSON HENSON
0 ~ / `
- _ 25 UTILITY 1 - _ ~aSF X50 . MPNT _
~ ~ _ U ~ SAN, SEWER / / 1~ ~ ~ ~ ~ DRAV~d BY: $WA .r i I I DATE: JAN. 1, 2010
~ S SAN, SEWER ( a J ~
(4q, roc.) \ / / ~
HORS ~ ~ ~F,,A~. u RAVEN RIDGE SUBDIVISION ~ (4S1 ---._~'EN GR~ - (A~~oxJ ,j N~1A V't1'ATT GOBS, .1R. 1
SEGTI~I 5 ~ _ _ Y 2 _ _ ~ ~ r` GAROLYN w.
~ PB SO PG. b0 N RIDGE SUBDIVISION ° / . ~ RAVE ~ I I DB 2123 668 ~ ~ \ I ~ AGL-3-115-632-2 ~ ; ~
~ SECTION 1 _ ~ ` / . ~ ~ ~ , ` (45~ ~ ~ ~ ~ f ZOhIEn: R5-12 1 ~ ~ . ~ LUG-I ~
~ t I ' 1
i _ ~ ~ ~ ~ ~ ~ ,
~ ~ Iii
~ _.l L_ 1 51~rTITLE: G R A D I N G a~ d
~ \ ~ ~ SAIV M,N. SAN, M.N, ~ ~
~ r ~ ~(AP: ROX~ _ _ _ - _ _ _ _ (A°P~OXJ ~ D R I N A G ~
` ~ ~ PLAN
1
FILE NO: 1+;1SIMP50N-BEV~ading
6R A E H I G 5 G A E ORAWIW.7SCALE. In =50
0 25' 50' 100' 150' -we PLAN SHEET NO.
I" = 50'

'ry' x 49' I'NVf.TJ VWA 48'X48' Af.G~£i DOOR
AD.UST T06RADE ADJ15T TO GRADE
1 E ErI1ti1111 Cl 4'
~ I ~ P~211I1C1'S
MANHOLE 5Ti~5 ~lll'F(-FOi'S ~ ' W ~ .A__
a~ Borum, Wade and Associates, P.A.
Ali ~
6' NON-PEPFORA'f~ DEWATBtINS RISBt i ~ ~Q 621 fiu~ene Court, Su9te 100, Greensboro, NC 27401.2711
YU GAP YU MANHOLE TOP ~ 60 15611 DBI5ITY POLYEINYLFNE PIPE ~ 2'-0' OPENIH6 PO Box 21882 Greensboro, NC 2}420-1882 ~ ~ ~ Phone: 33b-27~-0471 Fax; 336.275.3719
W15MODTN 1NJFRIOR 214' PJO ~ 6' PERFORATED SOH. 40 FVO PIPE 0 05015 AD,U3T TO GRADE ORIFIOE Web: www,borum-wade.com
I / ~~~A
4 ~ I' SEALS:
N ~ ~ ~ ~ 6 NoN-P~nTa~ ~
~ DEWATERIN6 RP.ER
rircaP
6' PERFORATED 5UL 40 PVG 4~PE ~ 050%---
- AND assn isoC ,p~~. ,y~`
ti ~~y ~'~r
~ ~
' s ~ ro sEDI anoN SPND FILTER anLEr x ~Q~ G { s
GN ~ cNAi~ ° ~ ~ s~ 24°~~STV~"";:,"~ t~ o-~~,~~~g'F{tle~,t*~ry~~F~
{J V ~I d"' rF
r ~
~ W
t~ t$ } ,.yreo„
TOP V I ~ W 24' NI6N DENSItY POLYE'f'FItLENE PIFE o ~ ~
I o
i ~ ~ r
z
a ~S ~ ~
41•-4' SY / .
b' ° 6 b' 34'•0' ~8~ 4'-0° ~ ~ D`A
MIDDIt1ED BRIOK fALI.EOTiON i19.ET 3L0 3 Z (O08 51D, 5424 Wl OONrRE1E TOPJ PRO.~Gr:
ELEV, t 780.C0 MODIFIED BRIGK GOLLEGTION INLET /
6RN7, ELEVATION VARIES 1TBA-iBIA / G,4,6, STD. #424 FU GONGRETE rOP r] AGGE55
_ I: ~'II~, t~ ~I~il i ~ ~~I~. (LENGTHEN FOR DOlE3LE PIPES)
~ I' ' ' I -~~C~ I , I ,Il-~i~~~i
o 60' H16N QTY POLTETHYLBrE PIPE'i SLAB ELEV, T16.42 i
1'VSf+O01}I INtETbOR fSEE WATER5N3~ PLAN FOR co1~16URAnoN1
t ~ I
2' - 8' n B.E1t 71358 (OVEitA,ANt MCiRJ 138 LF, 60" HI6H DENSITY ~ ~
POLYETHYLENE PIPES Q ~
W/ SMOOTH INT~ZIDR
ELEV, 7fl58 2~' PVG ! t 10' 5i0NE ~ ~ a . (W/ ELBOWS ~ TEES A5 SHOWN) ~ ~ ~ U z
ORIFICE ! ARdJND Uf87f3z-DRAIN 20 5AND FILTER Q T ~ FILTER FABRIO 't
3' PEA 6RAV8.
.16956 ELEV. 76958 ELEV . j 35' N ~ ~ ~ O
81x1, 76659 ~ , n D.MU.E, ~ ~ p ~C
8''~ ~ ~ ~v
2 - 6" P13iFOR,4'tED SON. 40 PVO PIPE o 0515 ~ ELEV. ~i50 4 ~ z
ELEY.166.T0 - ~ ~
34' DEEP RIP RAP 6R011' BOTTOM Q
5PLf511 PAD OF PIPE 4.~0' 8.E~/. ?1158 FF:1845 ~ z z
T G 0 T ~ PAD: 1815 - ~ ~ 0
51p~ VIEW DRAINAGEAREA = 2.8 ACRES
AREA -16D4 ~ EIJA . 1.78 ACRES SNAD~ AREA ~ ~
I = 63b~
Rv = 0,05 + O.OOQ(63b) = 0.6224 WQV = O,b224 x 2.8 AG, x 43,560 x I/12 = 6,326 GF o Qo
WQV (ADJ~= 0,15 x 6,326 GF = 4,145 GF ~ _ o $ \ ~ p
Art AREA H MAX WQV AREA .._l w
r~ AR>;a A?~ voLL~iE cALU~AnoN7 2 4145 2373
3 4145 1582 4 4145 1186 642 A5 +544 Af ~ ~ PAD: 7835 w ~
5 4145 94q
r ~ o
Af = SURFACE AREA OF SAND FILTER CHAMBER TATION HAMBER ~ A5 = SURFACE AREA OF SEDIMEN G ~ ~ p ~
~
~ ~ ~ 5 Ibb HA + DF) Df {SAND) = 2', HA = 2' 0 2 4 S
Af = b326
5 ,66)(4) = 544 5F =16' x 34' CHAMBER PROVIDED \ SAND FILTH ~
S' ~ A5 {MIN) = 240 x Ob224 x 26 AG. x LD = 418 SF (MIN, REQ,J (SEE DETAIL)
. Af = 544 5F A5 (MIN. ®4' H MAC = 642 SF {l186 5F - 544 5F - 642 SF REQJ
REFER TO STRIIGTURAL DRAWINGS ($Y OTHERS) FOR SPECIFIC DETAILS CONCERNING MATERIALS AND INSTALLATION, j~~5 FOiZ 6AFtl? PILTRATK~1 PAGE 11TE5 SEDIMENTATION CHAMBER 5lZING
A 15' WIDE ACCESS EASEMENT MALL E:E PROVIDED FROM THE PI~LIG STREET RIGHT-OF-WAY A, ATIONS
I, RETAINING WALL FOUNDATION SHALL E>E FOUNDED ON UNDISTURBED 5011 HAVING A MINIMUM BEARIP~ A5 {REQ,} = 642 5F , TO THE SAND FILTRATION AND PRETREATMENT AREAS. GAPGITY OF 2500 PSF, AREAS PROVIDED:
5~7 FILTRAITOPI MA AREAS ON A PERIODIC BA515 WILL HELP THE LIFE OF THE FILTER BY REDUCING 2, ALL CONCRETE FOR FOOTINGS SHALL BE CAST ON THE SAME DAY THAT THE EXCAVATIONS ARE I. GOLLEGTION INLET I, SWEEPII~ PAVED
N AND 5 ENTERING THE FILTER SWEEPit~ SHOULD BE DONE IN SUCH A MANNER MADE TO THE FINAL GRADE. 267' W x 15' L = 40 5F THE POLLUTA T LOAD DEBRI OWNERNEV~.O~IZ:
A5 TO PREVENT DEBRIS FROM ENTERING INLETS LEADING TO THE SAND FILTER. 3, THE CONTRACTOR SHALL VERIFY tHE BEARING GAPAGIIY OF THE BEARING 501L5 IN THE FOOTING 2. VAULT CHAMBER
2. MOWII~ RAPING ACTIVITIES ON THE PROPERTY SHOULD BE CONDUCTED IN SUCH A WAY EXCAVATION PRIOR TO CASTING ANY FOOTINGS. Y~2ITTEN VERIFICATION SHALL BE SJBMITIED 3' W x 16' L = 48 SF TO THE ENGINE?. AREA TOTAL = 88 SF 24" PRECAST B~VER!»Y SI~ON, J.I~G
TD PREVENT LAWN AND PLANT CLIPPINGS AS WELL A5 ERODED 5Ef11N~NT FROM ENTERING THE THE FACILITY, OPT WAY TO f~~EVEN'f CLIPPINGS FROM ENTERING THE FACILITY 15 TO U~ B. CAST-IN-PLACE CONCRETE AREA REQ. FOR PIPES: As - 88 SF = 642 5F - 88 5F =554 SF IN PIPC-5 CONCRETE ENDV~ALL 3401 SMOKf:TREE DRIVE
MULCHING MOWERS OR TO BA6 AND REMOVE CLIPPINGS, ESPECIALLY IN AREAS THAT I, CAST-IN-PLACE GOGGRETE SHALL HAVE THE FOLLOWING MINIMUM 28-DAY G~MPRE551VE STRENGTH5, A55UNE bOe PIPE SYSTEM INV. ELEV.: 166.00 GREENSBORO, NORTH CAROLINA 21410
DRAIN TO THE FILTER. UNLLE55 OTHERWISE NOTED: 4.q' ~ WATER SURFACE ELEV. RETAINING WALL5: 4000 P51 L x 4.Q' = 554 5F - [phone]
FROM THE FILTRATION FACILITY { 4 TIMES A YEAR) 2, ALL CONCRETE SHALL BE MADE IN ACCORDANCE WITH DE51GN MIXES WPBGN ARE TO BE APPROVED BY L (REQJ=113,06,138 U5ED (138 x 4,Q - 616 5F) I. ACCUMULATED PAPER, TRASH AND DEBRIS ARE REMOVED CONTACT: BEVERLY SIMPSON HENSON
2. Ct~GK TO VERIFY THAT THERE ARE fb SIGNS OF CRACKING OR DETERIORATING GONGRETE(MIPL EVERY b MONTHS) THE ENGINEER PRIOR TO CASTING ANY CONCRETE. ALL DE51GN MIXES SHALL BE PREPARED AND roTAL AREA PROVIDED: 40 5F + 48 5F + b16 5F = 764 ~ > 642 5F REQ, - OK
SFD11~11'AT10N GHAh~Eft SUBPIITTED IN ACCORDANCE WITH THE REQUIRB~IENT5 OF ACI 318, GRAPIER 5, GI~EGK REQUIRED WQV
i, GI~GK TO VERIFY THAT THE PERFORATED PIPE OR LOW FLOW ORIFICE 15 CLEAR OF DEBRIS. 3. SELECTION aF CONCRETE MATERIALS, MIX ADMIXTURES, SLUMP, QUALITY CONTROL TESTING, FORMWORK VOLUME OF FILTER CHAMBER: 34' L x 16' W x 4' D = 2,116 GF ' 2, GI~CK THE SEDIMENT DEPTH AT SEVERAL LOCATIONS IN THE SEDIMENTATION GHAP'83ER (MIN. EYERY 6 MONTHS) DESIGN AND GONSTRUGTIOPI, GURIP~, FINISHING, GLEANING AND PATCHING SHALL CONFORM TO THE VOLUME OF PIPES: (6b4 5F x 138' = 2,324 GF ~ ~ v ~~o \ DRAV~! BY: BWA
3. REMOVE ACCUMULATED SEDIMENT FROM SEDIMENT CHAMBER pP1GLUDING PIPES) EVERY b MONTI~, AS NEEDED, DEWATBZ APPLICABLE REQUIREMENTS OF THE AMERICAN CONCRETE INSTITUTE. VOLUME OF COLLECTI~I INLET: 267' W x {5' L x 4' D=160 GF
SEDIMENT CHAME~R AND FLUSH PIPES AND INLET, REMOVE 5EDlMEMT AND DI5P05E OF OFFSITE AT AN A~ROVED 51TE. 4, DO NOT U5E GALGIIR~ CHLORIDE ADDED TO TIC M1X AT ANY TIME. VOLUME OF VAULT CHAMBER: ib' W x 3' L x 4' D= IQ2 GF ~A~ ~ 5, ALL CONCRETE SHALL HAVE A MAXIMUM WATER/GEMENT RATIO OF 0,45, AND SHALL CONTAIN TOTAL 4,852 GF > 4,745 GF REQ. - OK ~ PATE; .IAN. 7, 2010 0
I, MONITOR THE PERFORMANCE OF T#~ FILTER BED {MIN, EVERY b MONTHS) ENTRAINED AIR, DO NOT USE HIGH-RANGE WATER REDUGIP~ ADMIXTURES IN AIR-ENTRAIPED CONCRETE, WATER QUALITY DRAWDOWN ORIFICE 51ZE REVISIONS:
IF THE DRAW DOWN TIME OF THE FILTER BED IS GREATER THAN TT+VIGE THE INiTAL DE51GN b. ADDITION OF WATER TO THE CONCRETE AT THE JOB 511E FOR THE PURP05E OF INGREA5ING THE SLUMP 46 LF. 24° t~GH DENSITY
I OR FOR RETEMPERiNG THE CONCRETE WHICH HAS BEGUN TO SET IS STRIGII.Y PROHIBITED. t i 4 HRS. - DRAWDOWN Tlh~ CORRECTIVE MAINT~`.NANGE S NEEDED. OR FI~ZNiSHI AND INSTALLING ANCHOR BOLTS CLIPS Ao = 2 x A tot x,(H : Ao - 2 x 1186 x.r2 POLYETHYLENE PIPES
2. GLEAN OUT THE UNDER DRAIN SYSTEM 7, THE GOPITRACTOR SHALL ESE RESPOPISIBLE F PIG , INSERTS GONNEGT(ON PLATES SLEEVES, 5LOT5 AND OTHER REGT,IIRED ITEMS IN ACCORDANCE WITH THE - 0.6 x T x ~ Ob x 14,000 5 x 64,4 W/ SMOOTH INTERIOR ~ I.O~
3. REPLACE THE TOP LAYER OF THE SAND FILTER : ACCUMULATED SEDIMENT ON TOP OF T}IE SAND BED AND THE TOP LAYER OF DISGOLOR~ SAND CONTRACT DRAWIN65, AND IN ACCORDANCE WITH OTHER TRADES PRIOR TO PLACING GOPIGRETE, A = 0.0438 5F GLASS "Be GLASS "B" 45° ELBOW)
SHOULD BE SCRAPED OFF,IHE REMOVED SAND SHOULD E1E REPLACED WITH NEW SAND OF THE G. REIP~ORCING STEEL RIP RAP OUTLE' RIP RAP OUTLET
F ATTONS. THE SEDIMENT AND CONTAMINATED SAPID SHOULD BE DISP05ED AT AL RM TO ASTM A615 GRADE 60. LAP 30 X BAR DIAMETERS AT SPLICES DIA. =12 4A = I 0.04838 12" X 14" X IS' !w ORIGINAL SPC~I 1G i. REINFORCINb STEEL 5H L GOPIFO , 12"X14"X15'D
AN APPROVED SITE, UPILE55 OTHERWISE NOTED ON THE DRAWINGS. ~ ~ 2. ALL REIPIFORGING STEEL. SHALL BE SECURELY TEED AND ANCHORED IN PLACE TO PREVEPff DISLOCATION DIA, = 2,888 21/28 ORIFICE
L GHEGK TO VERIFY THE OUTLET 15 DlSGHARGING 1~9iEN WATER 15 PRESEPIT IN THE FILTRATION GHAP'~ER DURING THE PLAGIPIG OPERATION, 3/8 ~ .SHEET TITLE:
V~IEN THE WATER LEVEL 15 ABOVE THE FILT~2 BED, GHEGK THE OU11ET AREA TO EPISURE THAT THE 3. REINFORCING STEEL. SHALL BE GLEAN OF MUD, DEBRIS, LOOSE RUST, CEMENT, GROUT, OR ANY OTHER UNDERDRAIN 51,~ING D =16 Q x n ~T~R~HED PLAN
SAND FILTER 15 FUP~TTONIN6. IF TF~E IS NO DISCHARGE FROM T1iE OUTLET, INE SYSTEM IS MATERIAL WHICH MAY INHIBIT THE BOND BETT^~EPI THE STEEL APB CONCRETE. Q = (23 z 10-5) x K x A x ~H(pL 00055 PIONE~IGTIOMAL APID GORREGTIVE MAINTENANCE !S PI~DED TO RESTORE DRAW DOWN, Q = (23 x 10'5) x 6 x 544 x bl2 3!8
_5 D = I6 2252 x O.OII 2. GHEGK TO VERIFY THAT THERE IS NO ER051ON AT THE OUTLET AREAS. Q = (23 x 10 ) x 6 x 544 x 3 OA055
THE DOWNSTREAM AREAS FROM Tip OUTLETS OF THE SAND FILTER SHOULD ~ CHECKED Q = (23 x 10-5) x Q742 0, 25 318 51T~ SAND ~ I LT~R PLAN and DETAILS
510N TAKlI~ PLACE. D Ib TO ENSURE 11~RE 15 NO ERO Q = 0,~2 3, GHEGK THE OUTLET WEIRS ON FILTERS #i d 3 FOR DEBRS BLOCKAGE AND REMOVE BLOCKAGE IF - 00101
D - I6 {0350) 3~ Pf:ESENT, GHEGK THE OUTLET PIPE ON FILTER BASIN #2 FOR DEBRIS B1.OGKAGE APlD REMOVE IF PRESENT, ~~yyCC p~~ 6 R A P H I ~i ~ FILE No: F:151MPSON-BEYISAND_FILrER
~tie~v k~ [fAnr nc tl/111TiAiC AdAIAITCAIAAV'C AAIf"f AC7CC) L1CA1N DAIAICAI I CI/CAITG T) ~ 1610.2846) = 455 ~ 5.13 = 2 - 48 PIPES {U~ 68 PIPES)
vmfaN 1-4--7 rr%ml ur rwvl lim- rlnl l-llrmvL. nlw nl IL.1, IIL.nY I rnmi nl.l- OU-1-1-ET PIPE pRAWIf SCALE; VARIES
THE PROPERTY OMER/OWNERS A55XIATION 15 RE5PON515LE FOR MAINTAINING THE PERMANENT Q = 0.6 x A x. 2I5~h R ITY DEVGE A5 DIRECTED BY THE GOVERNMENTAL OFFICE HAVIN6 JUR15DICTION FOR 24" PIPE - A = 3.14 5F . VVATE (>IUAL GON. 6 0 5 U G T O N NOTE: 1 10' PLAN SHEET NO.
WATERSHED PROTECTION. 12.26 CF5 = Oh x 3.14 x 6 INFORMATION 5HOWN HEREON REPRE5ENT5 THE GEOMETRICAL CONFIGURATION OF THE SAND FILTERS FOR WATER OUALITY.
651= 64.4 H REFER TO REFER TO 5TRWMAL DRAWINGS (BY OTHERS) FOR 5PECIFIC DETAILS CONCERNING MATERIAL5 AND INSTALLATION
42.4 = 64.4 H REFER TO H=0.1-OK

an D15TI~BED AREA LiMlTS
I, SCHEDULE PRE-GONSTRI~TION MEETIt~ WITH D]rVELOPER, ENGfNEER, AND I O GO DITIONS ~ _
CITY OF GREENSBORO INSPECTOR PRIOR TD BEGINNIN GONSTRUGTION. P
y p 2. INSTALL ROCK DAM IN DITCH LINE OF NEW GARDEN ROAD A5 SHOWN ON THE PLAN. EXISTIN CONTOURS - - - - ~ ~ r._.. n~~ne~t's I, U5E5: LIMITED TO A MAXIMUM OE 22 TOWNHG?MEa/CONDOMINIUMS. ~ ,
OG 3. RELOCATE EXISTING 12" PIPE AS SHOWN AND INSTALL TEMPORARY 12" PIPE AND RIP-RAP B5O OUTLET PROTECTION AS 5H41^~, PROPOSED CONTt~JRS 2. BUILpIP Sul: T~r~vAKrsuvE ~ ~ l an n e r 2. BUILDING EXTERIOR SHALL BE AT LEAST 50~ BRICK WITH SOME ~ $ ~
z 4, INSTALL 820510N CONTROL DEVICES, (PARTICULARLY THE 5T014: ENTRAI+~E, STONE ~ TREE PROTECTION FENGIN, TEMP, BERM/SWALES IN THE NON-WOODED AREAS AND STONE ENTRANCE cv w ~ ~ ~ - )>irt e~'ors STONE AND WORD ACCENTS. ~ ~ ~ ram ~ _ + + ; ~ _ - . ' t_
TEMPORARY SILT FE'.P~ES, 3. AGG~S 3. AGGE55 SHALL BE LIMITED TO ONE CURB GUT ON NEW GARDEN ROAD. ~ ~'wr,~ ~ I . • ~ , ~ '~v owv>: ~ ~ Borum, Wade and Associates, P,A.
5, CLEAR SITE SUFFIGIB~T TO IN5TAI1. REMAININ EROSI~I CONTROL DEVICES. 4, EACH 1 4. EACH TOWNHOME/GONDOMINIUM 5HALL HAVE AN ATTAGH~D GARAGE. e~
CONTRACTOR SHALL INSTALL REMAINING EROSION CONTROL DEVICES (I,E, REMAINING TEMP. ~q C RIPRAP G>(jZ BERM/SWALES, SEDIMENT 1RAP5 AND SILT FENCES WITH ROCK LETS) AS QUICKLY A5 PO551BLE F ~ I T ~ ~ / ~ 621 Eugene Court, Suite l oo, Greensboro, NC 27401.2711
gCl~ DURIN THE GLEARIN PHASE, DEMOLISH EXISTING STRUCTURES AND PROPERLY DISPOSE OF MATERIAL, ~ c,~ FO Box 21$82 Greensboro, NC 27420-1882
Q1~ 6. INSTALL YARD INLET AND OFF-SITE BY-PASS STORM 5EWER Lli~, INSTALL STONEIWIRE INLET STORM SEWER - DN ~ ~ Fhone; 336.275.0471 Fax; 336.275.3719 ei Web; www,bantm-wade.com
I~OTECTION Aid RIP-RAP OUTLET PROTECTION AND DIRECT DFF-SITE FLOW TO YARD INLET. HARDWARE CLOTH AND
7, CLEAR REMAININ SITE. GRAVEL INLET PROTECTION 1
a. STRIP TOPSOIL - TOPSOIL TO BE WASTED IN PERMANENT FILL SLOPES. BORROW MATERIAL MAY SILT FENCE X----X X ® Spa SEALS:
BE NEEDED AND BORROW SITE MUST BE PROPERLY REGULATED A5 PER Thy G.O,G. AND AND NGDEI42 RE+~JIREMENTS), GRADE SITE AND GRADE AROUND SEDIMENT TRAPS A5 SHOWN, TEMP DIVER510N BERM/5WALE • a. , \ ~
9, INSTALL STORM SEWER. INSTALL INLET PROTECTION PER PLAN AS EACH INLET 15 GONSTRUGTED. 1
10. INSTALL PERMANENT SAND FILTER. VIGI I MAP
(COORDINATE SAND FILTER GONSTRUGTION WITH G1TY WATER RESOURCES DEPARTMENT). TRlS= PROPTECTION FENCE 4-----°-0--0 SCALE! I" = 2~0'
II, ONCE SITE IS GRADED ANR STABILIZED AND STORM 5EWER IS INSTRLI.ED AND SAND FILTER 15 GONSTRIJGTED
SEDIMENT TRAPS MAY BE FILLED IN AND FINAL GRADE ESTABLISHED IN THOSE AREAS. ~ STONE GNEGK DAM
12, SEED GRADIB? AREAS OUTSIDE GF GONSTRUGTION LIMITS IMMEDIATELY AFTER FINAL GRADE 15 ESTABLISHED.
f3. INSTALL I~JDE~ UTILITIES. T c,~
14, INSTALL 5T01~, CURB AND ASPHALT. TOTAL AREA t 6.203 AG.
15. DRESS AND SEED ROADWAY 51~JLDERS AND SLOPES. SSA! ~
!6. BEGIN TOWNHOUSE GONSTRJJGTION. 17, SEED ALL RESB.TIN DI5TI~tBED AREAS. TAX MAP REFERENCE AGl.-3-175-832-13 ~ 50 ~ 1G~'7~
18, IN~EGt AND MAINTAIN EROSION CONTROL DEVICES FOR DURATION aF GONSTRUGTiON, DEED REFERENCE DB. 3637, P6,16471 D~3.6772, P6.322 ~'••~'~Y
I9. AFTER SITE 15 STABILIZED, REMOVE TEMPORARY ERO510N CONTROL DEVICES. ~ D.6. bg51 p6, 2gOb EXIST, 12 RGP \ !
INraTALL I~ZMANENT EROSION GQNTROL/ VELOCITY MEASI~ZES AND SPOT SEED I AND MULCH ALL RESULTlN BARE AREAS. ( DARRELL B, MOOREFIELD ~ ~ , ~ To ~.acATED PLAT REFERENCE LOTS I ~ 2 ~ ~~,112, P6.131 '
20, PROVIDE PERMANENT GRO~D COVER ON EXPOSED AREAS WITHIN TV~NTY Ohl ~ 2!) ~ D$. 3223, PG. 434 0 o e^ - ~ TEMP, 12" RGP ~ ~ .9
CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GONSTRIKTION, ~ AGL-3-115-832-14 ~'r,
(NOT1=: CONTR~TOR TO PAY SPECIAL ATTENTION TO THE GONSTRUGTION SEQUENCE AND ~ u~ ZONED: R5-12 ~ ~ SPECS. FOR 1HE PERMANENT BIO pETEN110N CELL ON THE WATERSHED DEVELOPMENT SHEET t ~.I P o~R~ ~4 ~~v~ zONING RS-12 ~ GD-RM-S (CASE Z-O~-~I-Oa3) ~ i
14 AND THE EROSION CONTROL DETAIL SHEETS ~ I o~R~ 0 1 CITY BLOCK SHEET ~2~
~ / ~ ~ e~ I I ~,z \ ® GIS BLOCK 784603 ~ ~
STEPHEN DL~05E d LINDA I 44 ~ i ~ ~ ' r~,v,~ II' - ~ ~ SOIL 1'Y~ES: McE2 ~ Go ~?G »a ~ 1~tG2 Wt
A I -14 -I Y 5 .42 / 25 GL-3-'~-D 2 2 n~o T r~ba I I m XIMAT'E LIMITS OF ~ °=~r~:'~ k ~ . ~ APPRQ ~ t fi GU
D.B. 5162, PG. 434 T~ 1Ti26 ~ ~ DDISTURBANE ~ MARCK MEDDER d , ~ , w " ` I ZOI~D: 85-12 ~ INV. .o ~ ~ ~ , ~ ~ ~ y~ ° `'PBW, 17' l_a e"~j GLA~J'~BA ~IP-{~AP
LUG-I LISA TAPELLA-MEDDER ~ ~ , N
D.B. 5219, PG. 590 E Q ~e° ~ S~~ - ~ ~ G I AL AGL~3-115-832-15 ~ ~ N s ~ ` ~ ~ ~ I AL N a~ yr,12N 't~ a~.Er f~tOTEGTION 0 REMAI ®4'Lx4'WX5"D PRO.~CT: TEMP. 2° RGP
\ . 3'~ ~ ~ AIL T N, I ZOI~D: R5-12 ~x, MAN ore 1 16° ~ ~ \ AIL ~ T I
~y f9 WOOI~.AND HILLS LUG-I ToP ;b,qq ~ ~ ~ - srcnwa 'r' IN .11122 yc,,, „ Y ~ \ ~ ~ C CONS GE M~• ~ ~ '
4-A MAP 2 ~ ( . a . ~ SEG. ~ \ N ~ , ~ I ~ G~NGRf ~ YG I~R ~ ~ ~ ~ 1 SEE 1 ~ SE .8
P .101 PG, 85 x ~ ~ e \ a E a 1 \ ~ - l..- -.f9~. 1i ~F 1 F
r~-- / O U a '~A e 3 r ~ F w,. ~~«r ~:ay_ io° ~ ~ ~ _ r., ~ ~ v
/ v / ~ ~ i ~ ~ ~ qw TEMP, SWALE N0: T. ~ ~
IP ~ ! w ~ ~ ~ w Piv _ p - ~ SEED Rff. SHT. NO ~ \ ~
/S!6°~'30"E 338--- ~ ~ ~ ~ o-~ << .>ry 1 , MICHAEL KEN1~iH MtINTO~i l ~ r ~ ~ ~ _ -~~,y ~ ~ - j 1~ t , ~ CHARLOTTE EIP / ~ , - ~ m~Efr ~ ~ 9 ~ ~ ~C
D,B, 45g8, PG, 413 / f-.? / ~ ~ " ~ ~ ' ~ ~ e~^ 6 ~ ~ u ~ . ! ~ ~ - ~ ~ ' 7 ° P0" ~ ~ 140 ~ Q
ACL-3-115~D-142-13 EXISTING i.~6 5° ~ ~ ~',,c=°~ ~A: ~ I t -
ZONEDI 85-12 PEREMdIAL'STREAM r z"`~ °1 IB ~7M e r~'„ .~lr _ e YATION E RO 4°~~3°,~~ ~ ° ~ ~ ~ ~ N ~ ~ VEI. I ~ e _ LUG-I ~ ,iTO REMAIN r:~-t ~ ~ . - ~M 2p _ ~ Q r„ w~ _~D .,..DiS ~ ~ ~ V 4 ~
ro T AREA r { ~ ~ ~ sir- ~ ~ _ ~ E DET e ~ r _ a _ ~ . BEN UNDISTI~tBED'~ ~ ~ p n.~,~o - " ~ SFIT, I~~~p~,~,,~ETFIL ~ ' ~
IP i ~ / e ~`~A',.RIP ~ ~ e
l 'J i ~ r ~ e
MI HAEL , KAf~ n ~ ~ .r CONSERVATION TREE PROTECTION y18" IN \ ~ ~
d MIGI~LLE E, ~ Wes- . ~ ~ L / ~ AREA ~ --~FENGi~T~IGAL_ ~ - ~ \ _ I ' 9 s i D.B. 6723, PG, 2316 "C~'` ~ ~ SEE DETAIL SHEET NO, I , r
~ ~ 1 ~ ~ ° / ~ ~ „ ~ d ~ RADIN ~ ~ A , ~ ~ , 16, F~.S ~I~ AGL-3-115-D-1q2-14 I I _ ~ ~ ~ \
~ w 125~?~ ; / _ ~ s ti I ,165. ~ SEDi AIN1~A \ ZOI~Ds 85.12 ~ a AO° ~ 0441" - ~r ~ , ~ . , ~e . c,~ ~ e OL UNTIL ~ORh1 ` - ~ ~ ETA . t'~. 8 ~ ~ ci ~ x ~ ~'"ti ~ ~ a
WETLANDS ENV. ~nc.a ¢ ~ l T A,N ~ ~ b ~ _ e ~ ~ _ , ~ J
0 REM ~ ~ ~ ~ e e ~ e ° ~ ~8~ ~ ~ ~ ~ o ~ ~ Vii.
UNDISTURBED ~
X86 . / ~ ~ ti ° 5 IN ~ ~ z
1~ , a> ate,,,,,, _ - ~ g ~ ~ , - - ~ e
~ , ~ ~ r. e ~ / NQ/C irk.. ~ ~ ~ _ SILT FEI~GF -
~ i ~ v ~ ` 4~ F-- Ci-1
~ D~rAi~ ~~T. 1 ~s~orr
Iy I ~ ~ ° x TALLER TES ~ ~ v ` ~ ~ ~ ~ ~ w `
\ i. J ~ 1 aee \ ~ ~ ~
V
~ A!tEA ~ ~ '
TEMP, SEDIMENT NO, 2 ~ + ~ ~ SEE DETAIL SHEET N0.8 ,
T 864.0 ~ \ ~ DAM APPROXIMATE LIMITS OF
~ 6 WEIR EL. 862.1 D15TI~BANGE "
1\ BorroM EL. 859s ~ ~ - , ` ~ \
1 \ ~ i NU 3 PORUS BAFFLES CITY OF Gf2E8~5BOR0 , > 52 ~ - DRAINAGE WAY cad OPT! SPACE 6 l / N _ 51LT FIDE TD SERVE ~
~ \ PB 112 PG. 131 TEMP. SWALE N0.2 RT, o ~ A5 TREE PROTECTION AGL-3-115-832-49 BERM/ ~ o ~ ~ GOf~fRVA110H 1 s, ~
- ~ ~ ® ~ FENGIN THIS AREA SEE DETAIL SHT. N0.8 r / ~ ~ °02`Ol" a~
~ ~ p ; ~ LUC -NONE ~ ~ ~ ~ ~ _;,~d rte`""
TEMP. SILT FENG '"'~-----'_..~------r ~
2' ~ TEMP, SEDIMENT T TEMP. SEDIMENT TRAP N0, I SEE pETDETAIL SHTT 8 SILT FENCE TO SERVE ' . _ / /
~ ~ SEE DETAIL SHl3 ~ ~ ra TOP DAM EL, 5EE DETAIL SHEET N0. @ / AS TtZEE PROTECTION TOP DAM EL, 868A FEI~It~ THIS AREA ~
~ ~e ~ 4 WEIR EL, B 4' V~iR EL, 866.'1 / 1 OV~ER/DEVELOPER;
( ~ BOTTOM EL, E 80TTOM EL, 8635 / ~
~,1 ~x , ° ~ W! 3 PORUS Bra W! 3 PORUS 6AFFLES / / l
Acv, / ~ B~:Y~1.Y S. SIMI'SON! LLG
1k',~$ SAN, 5~~'E o ~~GJ r. ~ i ~ 3401 Sh~KETREE DRIVE
\ ~ / Gi~N5BOR0, N~'2TN CAROLINA 2410
RAVEN RIDGE SUBDIVISION ~ ~ HORS ~ 1`° ~ /SAN. M,N (4a ~N cRr~K R1MMA WYATr toes, (336) 362.880
SECTION 5 v., / ~ NARY #z 8 (APPROxJ d CAROLYN W. 1 ~ CONTACT: BEVERLY 51MP50N HEf~iON
PB 80 PG, &0 _ RAVEN RIDGE ~BDIVI510N 9` ° / ~ De 2123 PG. 668 ~ ` . ~s ~
N 7 (4b~ AGL-3-115-832-2 zoNED: RS-12 ' t
PB 83 PG, 101 ~ (~+5~ f ~ J . ~ LUC-I ~ DRAM BY: BWA
it
` ~ DATE: JAN, 1, 2010 1 t
s ! REVISIONS:
l• ~4 ~ ~ ~ w, i t
i 1 (,a ~~ax,) SAn. M.H, i ~
M WADE AND IATES PA ~ ~ \ i. BOUNDARY AND TOPOGRAPHY INFORMATION TAKEN FRO SURVEY BY BORUM, A550G \ (APPROX.) J~ ,
2. THE EXISTIN lR°IDERGR~7 UTILITIES SHOWN ON THIS PLAN N~RE TAKEN FROM FIELD SURVEY DATA AND I
EXISTING MAP DATA OTHER UNDERGROUND UTILITIES MAY EXIST ON THE PROP82TY. THE CONTRACTOR SHALL
INSf'EGT THE 51TE PRIOR TQ BC-bINNiN WORK TD REVIEW EXISTIN CONDITIONS. IT IS THE GONTRAGTORS RE5PON51BILiTY TO TAKE THE I~CESSARY PRE-GA1fI0hb TO ENSURE THE AGGI~2AGY OF THE UNDERGROUNp
UTILITES 5{~WN ON THE MAP. 1F TIC CONTRACTOR DETERMINES THAT THERE ARE CONFLICTS BETY4:EN THE SHEET TITLE:
EXISTIN GONDIT10N5 IN ~ FIELD AND THE DATA SHOV#J ON THIS MAP; THE CONTRACTOR SHALL I~TIFY THE GL~~RING and
OWI4ER AND/OR ~iINEER TO GAIN A RE50LUT14N PRIOR TO PROGEEDIN.
3. ALL GONSTRUGi10N TO BE IN ACCORDANCE WITH THE CITY OF GREENSBORO AND THE NGDOT STANDARDS ~R0510N CONTROL.
AND SPEGIFlGATIQi~,. PLAN
4, CONTRACTOR TO VERIFY D~1HS Ali LOGATi~a OF EXISTIN UNDERGROUND UTILITIES PRIOR r0 INSTALLING _GRAPNIG G~
SERVICE GONNEGTIONS, G~ITAGT OYdJER ANDIOR ENGINEER BEFORE INSTALLATION 5HOIILD GRADE FILE NO; F:151MF'S0N-BEVbro~fon
//Ultl (/TG LVICT IJITIJ NTIJC[~ IMI ITIt'G ~ 7<s' 50' IM' 15/f! inn!
wivuvIUrAiai r'uInvinu%VIIWIIW. ^ FVV ~ ~C MONONA SAWING SCALE: Ik T 501
5. CONTRACTOR TO COORDINATE UTILITiE5 INSTALLATION WITH LOCAL UTILITY COMPANIE5 AND PER11NENT A6ENGIE5.
i" = 50' PLAN SHEET NO.
6. PROP05M TREE CONSERVATION AREA5. INSTALL TREE PROTECTION FENCE AS 5HOWN (5EE DETAIL 5HTb)
1. REQUIRED TREE GON5ERVATION AREA = OA3 AGRE5 OF WOODED AREA. PROVIDED TREE CONSERVATON AREA =1.31 AGRE5 OF WOODED AREA (141% OF REQUIRED AREA)
8. VISUFM AREA = 431 ACRE5

an T DISTURBED AREA LIMI 5
I. SCHEDULE PRE-G0~iTRUGTION MEETIh~ WITH DEVELOPER, ENGINEER, ANp IG GONDITI , _
GI1Y OF GRE~lSBORO IN~GTOR PRIOR TO BEGINNING GONSTRUG110N. ~ _ , , ~.n~tnecrs
K AM IN DITGN LIB OF NEW GARDEN ROAD A5 SHOWN ON THE PLAN, EXISTING CONTOURS - - - ~~y, p 2. INSTALL ROG D I. U5E5: L) I, U5E5: LIMITED TO A MAXIMUM OF 22 TOWNHOMES/CONDOMINIUMS, ,
pG 3, RELOCATE EXISTING 12° PIPE A5 SHOWN AND If~TALL TEMPORARY 12° PIPE AND RIP-RAP r~ DRlYE TIP~ftUAK DRIV)r _ I 2, BUILDING EXTERIDR SHALL BE AT LEAST 50~ BRICK WITH SOME ~ . ~ _ P 1 a n n e. r
~ oUTLET ~oTEC110N A5 SHOWN, PROPOSED GoNTOl~S 2. $UILDIt t~,~,~ ~ ~ v~" "''~qV vt~ ~ ~ 5 u i r c ti~ o r s
q 4, IhGTALL ER0510N GONIROL DEVICES, (PARITGULARLY THE STONE ENTRANCE, STONE ~ TREE PROTECTION FENGII~, TEMP, ~RM/SWALES IN THE NON-WOODED AREAS AND STONE ENTRANCE 3. A ~ 5TONE AND WOOD ACCENTS, r_ m.
ORARY 51LT FENCES. GGES, u~ 3, ACCESS SHALL BE LIMITED TO ONE CURB GUT ON 1~W GARDEN ROAD, ~ ~-ti• ~ " ~ ~ ~ ~ ' ' ~ DR1VE ~ ~ Borum, Wade and Associates, P.A°
5. CLEAR 5111: SUFFICIENT TO INSTALL REMAiNIi~ ER0510N CONTROL DEVICES. 4. EAGH T 4. EACH TOWNHOME/GONDOMINIUM SHALL HAVE AN ATTACHED GARAGE. ~ ~~~~u~~°~~~a--~~
CONTRACTOR SHALL INSTALL REMAiNGING EROSION CONTROL DEVICES ~.E. REMAINING TEMP. ~ F 5 ~ T ~ ~ ~ ~ 621 Eugene Caurk, Suite 100, Greensboro, NC 27401.2711 r FO Box 21882 Greensboro, NC 27420.1882
L RM SEDIMENT TRAPS AND 51LT FENCES WITH ROCK OUTLETS) A5 G~IIGKLY AS P0551BLE RIPRAP OQZ BE ~e gC~ DURi1~ THE CLEARING PHASE, DEMOLISH EXISTII~ STR~TURES AND PROPERLY DISPOSE OF MATERIAL. ~9r ~ Phone; 336.275.0471 Fax; 336.275.3719
Cl/,~0 b. I1~TALL YARD INLET AND OFF-SITE BY-PASS STORM SEY~R LINE. INSTALL 5TONEIWIRE INLET STORM SEVER ~ ~ Web; wF~nv,borum•wade,com
ON PROTECTION AND RIP-RAP OUTLET PROTECTION AND DIRECT OFF-SITE FLOW TO YARD INLET. HARDWARE CLOTH AND
1. CLEAR REMAINING SITE. GRAVEL INLET PROTECTION s
SILT FENCE 7~---X X 8. STRIP TOPSOIL - TOPSOIL TO BE WASTED IN PERMANENT FILL SLOPES. BORROW NATERIAL MAY \ °P 5EAL5: a,~
BE NEEDED AND BORROW SITE P~15T BE PROPERLY REGULATED A5 PER THE G.O.G, AND
AND NGDENR RERUIREMENTS). GRADE 51TE AND GRADE AROUND SEDIMENT TRAPS AS SHOV~V. e m e e . a ®es TEhR' DIVER5ION BERM/SWALE 4, INSTALL STORM 5E4NER. INSTALL INLET PROTECTION PER PLAN A5 EAGH INLET 15 GONSTRUGTED. \
10. INSTALL PERMANENT SAND FILTER. VICINITY MAC'
INATE SAND F(LTtR GONSTRUGTION WITH CITY WATER RESOI~2GE5 DEPARTMENT). TREE PROPTEGTION FEI~E ~-""'-O-'-'°4 {GpORD / 5GALEi i° ~ 2000
11. ONCE SITE IS GRADED AND STABILIZED AND STORM 5t 15 INSTALLED AND SAND FILTER 15 GoN51RUGTED,
SEDIMEKf TRAPS MAY BE FILLED IN AND FINAL GRADE ESTABLISHED IN 1HOSE AREAS. STONE G}~GK DAM
12, SEED GRADED AREAS OUTSIDE OF GONSTRUGTION LIMITS IMMEDIATELY AF1ER FINAL
GRADE 15 ESTABLISf~D. 13, INSTALL UNDERGROUND UTILITIES, I ~T c 9
14, INSTALL STONE, CURB AND ASPHALT, TOTAL AREA ~ 6,203 AG, ~ ~~'°~~°rs5r~~,~®,~Q
l5. DRE55 AND SEED ROADWAY a'~OULDERS AND SLOPES. ~ TAX MAP REFERENCE AG1-3-1~5-832-13 ~ 50 ry ~ n , ~ ~ -
Ib. BEGIN TOWNHOUSE GONSTRUGTION. i
11. SEED ALL RESULTIf~ DISTiJRSED AREA5. , 18, IN5PEGT AND MAINTAIN EROSION CONTROL DEVICES FOR DURATION OF GONSTR~TION. I
14. AFTER SITE IS STABILIZED, REMOVE TEMPORARY EROSION CONTROL DEVICES, r f ® DEED REFERENCE D~. ~b~t, P~. I6~, D$. 6T~~, P~, ~aa ~ m D,B. 651, P6.2Q06 - EXIST. !2' RGP ® ~ f i~in`'`
INSTALL PERMAN~iT EROSION CONTROL/ VELOCITY NI:A5URE5 AND SPOT 5t5=D TD BE RELOGATE~ ~ ~ PLAT REFERENCE T ATS I ~ 2 - P.B.112, PG. 131 F~ , ' ~
AND N~JLGH ALL RESULTING BARE AREAS. DARRELL B. MOOREFIELD 20. PROVIDE PERMANENT GROUND COVER ON EXPOSED AREAS WITHIN TWENTY ONE (21) ~ D.B. 3223 PG, 434 a a 9~ K tlt ~ f ~ ~~pr 9 u"~ 8 \ti TEMP. 12° RGP ~ ''g98
CALENDAR DAYS OF CAMPLETION OF ANY PHASE OF GONSTRl~TION. , AGL-3-115-832-14 Qa~,v~ 'c~- Y~ ' ZONING R'3-12 ~ GD-RM-S (CASE ~-fxl-0I-003) z
TE: GONTRAGTOR TO PAY SPECIAL ATTENTION TO THE CO~ISTRUGTION SEG~ENGE AND v^. ZONED: RS-12 ~ p PERMANENT BIO DECENTION CELL ON Tt~ WATE:RSHED DEV~.OPMENT StIf3=T SPECS. FOR THE ~ i LUG-I e ~ ~ / ~ p~~ ~ ~ CITY BLOCK SHEET 121 #
AND THE EROSION CONTROL DETAIL SHEET) ~ ~ " ~
/ : LINING NEG _ s ~ ® GIS BLOCK 784603 ~
~ i a~ ~ c~~v;r, STEPHEN DERGSE & LINDA s `
~m \ ~ : - AGL-3-115-D-TQ2-12 i ~ APPROXIMATE LIM T5 OF ~
D.B. 5162, PG. 434 I v~~ DDISTURBANGE ~ ^na 4~;"~ . . ° ~'Pe~ " ~ -12~ ~ GLA55 "B" RIP-RAP
Z014:D: R5-12 i MARGK h~DER d I ' W ( wQ ~ LISA TAPELLA-MEDDER ~ u~ , ~ , LUG-( ~ ~ amET PROTEGT1oN ST° 12 ~ ®4'Lz4'I~lXS°D PRO.EGT:
D9.5214, PG. 540 II ~ ib" ~ m ~ ~ PRO G I ~ 5 ~ , ~ t ~ TYPIG ON O TEMP° 2 RGP
\ AGL-3-115$32-15 ~ 3"~ x~'~:-- E TYPIG ZONED: R5-12 Ex. MA~;.o.-E i ~ ,b, ~ ,.r- M s \ 5EE DIL I ? C'
`~z ?0? 6 aq i ~ r- -~sYca~ . ~ . ~ba }g SEE IL WOODLAND HILLS ~ LUG-I IN , 711.22 f - r ~ a Y ~ ` \ \
V, \ SEG. 4^A, MAP 2 ~ ti / / ~ ° ~ . c1~ rc i. ~ ~ \ M r
a~ ~ x . ~ PB.101, PG, 85 a a ~ s' ~ Gk,455 ~
TREE PROTECTION u, r ~ 6RA~5 iNG ~ ti fy ~ ~E`1
/ ~ J ~ ~ FEt~E TYPIGAt ~~f~ q,~; ~ 2 - Na
~ ~ ~ SEE DETAIN. ~ _ ~ ~ ~ p, ` - WING NEGE55 ~ LP , . f
~ ( ~ ~ f s~ ° `r a . g ~ 1 . t. MICHAEL KE'.NNETH G T05H /516 55'30'E 338! ~ - ~ , - ti=~. o~ I
~ CHARLOTTE G, Ip / ~ - ~ ~ ~ a`~ ° D.B. 4548, PG. 413 / 11 ~ 790 ~ r~ ~ ~ I . 140 ~ ~ ~
,~L-3-115-D-142-13 / ~ ..,v_;`z.~1° P rf ~ ~ ~ . ~w \ ~ ra r CtiiM ~ \ POP _ a ~ ~ j„j,. ~
I ING t Y12" f~ ~ ~ ~ , ~ ~ ~ - - ZOf~D: RS- 2 EXIST / . x~ 'a° x m ~ - NATION ~~A ",,•.~{9- ¢ ' Rp a 5, ~uw ; ~ t. ~:r ~ ,HARD G ~ ~
LUG-i ~ DIAL STRE AREA r _ -tee ~uM ~ f ~ K a' ~ INLET
~ TO REM6dN~ ~ ~ ~.a. ,,,1 SEE TAIL T. 8 ~ EIP r.r ~ ~,f''" .~„`y~ 5° ~ 170 ~ ~ ~ \tr Uf'~~iT11RBED ' ,r' ~ ~M v~''Tn " .e c,
/ M.~~ ~ ~ ~ ~ / ~ ~ ~ ~ / ~ CONSERVATION ~
MICHAEL J. KANE 11~E ~ ~ ; ~ / I . ~ r~ pp,~-, 1. ~ ~ ~ AREA _B RIP~J+P-- ` ~ , ~ ~ _ TEMP. GEO
t MICHELLE E. ~ ~ La ~ s'" e- / i ~ w t ~,F~,, , 10'LZI2'Wtl2°D ~ ; I8 ~ GRAV~L~I PRO F PRO ° L~61N6 ~ ARY ~ 0 ~ ~ off;: ~ ~ U
Db, b123 PG. 2316 / BOO,. ~ ~ / ~ , , , N 1 .0 t ~ DET IL SHT , AGL-3-115-D-142-14 ~ ~ \ AIL SffT V ~ ~ _ ~ 1 .G.,
ZONED; RS-12 ° AO'A / 0441° ~ ~ ~ \ - 4 J . 0 W " ~ .r ~ _ ~
LUG-1 r 1~ 't / Q{q, , ~ , ~ ~ _ t ~ ~ ~ ~ ~ ~ , ~ - . ; ~ ~ ~EXISTI NG ` - ~ ~ ~ ~ ~ ~ ~ GRA55 SWALE
I ~ ~ WE MNDS ~i 76GA6 ~ \ ~ ~ ~ ~ ~ N0.6 - NO u5 SWALE ~ ~ ~ l ` Q. CJ
/ I TO REMAIN E ~ ~ ~ ` E55ARY
~ ~ ~ - ~ ~ z, ~
I - ~ ~ ~
~n ~ - c r, ~
~l"~ ti ~ ~ - - ~ ~
l ..6` \ \
~ r' ~ y..
V ~ \ i
6RA55 TAIL
DITCH ~I.O~ _ ~ ~ ' " ® \ , ~ ~ ~ V
~ NO LINII~ NECESSARY , APPROXIMAIE LIMITS OF
~ ~ ~ DISTURBANCE
~I17 CITY OF 6R~580R0 ~ OHO / \
(52 \ ~ p DRAINAGE WAY t,~d OPEN SPACE ~
~ / ~ ti - PB fl2 PG.131 NEW 100{YR, FLOOD LIN~ ~ ~ sr i ~ GOI~VATION ~ ~ ~5 1 / '
AGL-3-115-832-44 G1.A55 °6 RIP-,~+P 1 / - ~ \ R ZONED: 85-12 12'Lx14Y~s12°D ) ~ ~
~ ~ ~ ~ LUG -NONE r ~ 0 , HATCHED AREA DEPICTS r / ~ ~ ~
( 51 ~ 21/2:1 SLOPE TO BE STABILIZED ~ ~ ~ ~ .,.~...w,•~
~ / ~ z WITH NAG ~ REINFORCED
EGETATION OR Ai~Rt?VE'6HaGlU ~ i ~ ~ IF SLOPE MATERIAL 15 GOMPRI
~ ` ~ OF LOAMY TOPSOIL. NO REINFORGi~ OV~IER/DEVELOPER:
y NE'GESSARY IF SLOPE MATERIAL 15 (~1 . COMPRISED OF CLAY.
~ ' ~ ° ~ BE:VEF~LY 5.51MP50N, LLG
uc, SAN. 5~~~ ~
a ~ 'RJS., SAN,- ~ .,,1 ~ 34015MOkETREE DRIVE
~ t GREf.=N560R0,1>~RTM CAROLINA 27410
DNI510N ~ ~ ~ . HORSEP ~ ~ ~5a~. M.h. ~ RAVEN RIDGE SUB ~ (48~ GREEK A~F~ox. ~ ~ ~ - (3361362-~68O j N~iA WYATT G06B, JR
~ ~ SECTION 5 _ _ ^ ~ ~ 3 GAROL'fN W, \ CONTACT: BEVERLY 51MP50N HENSOrI
~ PB SD PG. 60 (~7 . ~ IVI ION _ / ~ RAVEN RIDGE SUBD S _ ( ~ ~ pB 2123 PG, 666 - ~
SECTION 7 - 46 . ~ ~ AGL-~-n~-e~2-2 ~
~ ~ / 145 / ~ PB S3 PG. 101 ,1 ` / . . ~ zot~~R~-12 11 pRAV~ar ~Y: $wA
t
~ _ _ ~ ~ \ PATE: JAN. 1, 2010
r'1 ~ \ ~ ~ o ~ ~ REV151ON5:
t
t \ ~ r ~ 5AN, M.H. SAKI, M,N, I ~ (APPRCX,) (APpRCXJ
1 ~
I. E~INDARY AND ToF'PGRAPHY INFORMATION TAKEN FROM SURVEY BY BORUM, WADE AND ASSOCIATES, P.A. ~
2. THE EXISTII~ UNDERGROUND UTILITIES SHON~I ON THI5 PLAN WERE TAKEN FROM FIELD SI~VEY DATA AND 1
EXISTING MAP DATA. O1HBt UNDERGROJND U1ILITIES MAY EXIST ON THE PROPERTY, THE CONTRACTOR SHALL TALL FESGf~ GROUND COVER TALL FESf I~ C7ROlf~1 GOVEt~ ~ ~
INSPECT TIC 511E PRIOR TO ~GINNII~i WORK TO REVIEW EXI5T11~ GONDITi~l5. IT 15 THE GONTRAGTORS NO CHANNEL LINING NO CHANNEL LINING NECESSARY
RE5PON51BILITY TO TAKE Tt~ NECESSARY 1~2E-CAUTIONS TO ENSURE THE ACCURACY OF THE UNI?ERGROUND NECESSARY UTILITES SHOWN ON THE MAP. IF THE CONTRACTOR DETERMINES THAT THERE ARE fANFLIGTS BETWEEN THE SHEET TITLE:
EXISTIi~ GONDITlONS IN THE FIELD AND THE DATA SHOWN ON THIS MAP; THE CONTRACTOR SHALL NOTIFY THE _ _ ~ GR~DII~G a~~
ENGINEER TO GAIN A RE50LUTION PRIOR TO PROCEEDING. =11 I_I I, ~ ~ ~ ~ ~ I~! ~ -I I 1=' I OVER ANDIOR =1I I^i I h! I hI 3 - 1=1', hI I Imo! i I_I I I-1I I ;!i- 3 3 ~/~„~l~-ll~®
I1H ~ CITY OF 6RE~5HORO AND TFE I~DOT STANDARDS ~-I I I, ~ ~ I ~ I=' ~ I ~ ~ =1 i 1-1 i ICI i 1=1; I~ I i=, ,III-1 I 3. ALL GONSTRUGTION TO ~ IN ACCORDANCE W _i I I_ I o , , ~ i I i_ -11-~I;-BFI-il_,' ~R0510N CONTROL
AND Sf~GIFIGATI0N5. w PLAN
GRAPNaG~GALE
4. GONTRAGTOR TO VERIFY DEPTHS AND LOCATIONS OF EXISTIP~ UNDERGROI~D UTILITIES PRIOR TO INSTALLING ~ - _i ~ I~I_I- ~ _ i I- I, SERVICE CONNECTIONS. CONTACT OWNER AID/OR ENGINEER BEFORE INSTALLATION SHOULD GRADE ' ~ ~I! ITI ~ (~.I I-~ ~ I ~ i~ ~ 1=i I I-__ I=1 I, FILE NO: F:151MP50N-BEY~radeero~ ;If1-1~1~111=~~ -11=111'r11v~. ,
-iTi-i ~ i-~ i ~ i i i r-i~-i i~ 0 25 50' 100 -150 Z00'
GONFLIGT5 EX15T WITH OTHER UTIL111E5, 1-1 i ' +I II~iI~ II1 iIT_I-- D WING 5GALE: I° =50
ITlE5 INSTALLATION WITH LOCAL UTILITY GOMPANIES AND PERTINENT AGENGIE5, it I (.I I 1 5. CANTRACTOR TO COORDINATE UTILITIES 11' PLAN 5HEET W.
6. PROPOSED TREE CONSERVATION AREAS. INSTALL TREE PROTECTION FENCE AS SHOM (5EE DETAIL 94T,8) T I N6U,L R TAIL. DITCH
1. REG UIRED TREE GONSERVATION AREA = 0.93 ACRES OF WOODED AREA. Q MAX = 2.0 GF5 Q MAX =10.1 OF5
PROVIDED TREE CON5ERVATON AREA =131 ACRES OF WOODED AREA (141% OF REGIUIRED AREA) SLOPE MAX =1,0% SLOPE MAX = ID% (OFF 51TE 5Y-PA55 PIPE OVILET)
s. 015T1 AREA = 43t f IN I'll I

12" MIN 12" MIN. OF 1~DOT #5 5' MIN. OR #51 WASHED STO ~ S' MIN,
8' MAX, BETWEEN P05T5 WITH WIRE BACKING OR
b' MAK BETNJE~I P05T5 WITHOU'C WIRE BACKING METAL FEI~E P05T ~ Y ~ ~ ,~u ry rJ ~~'f 5 ~ ~ ~ _ , £n~tnecl.~~
i14 GAUGE MIN. , ~ 1 gA WIRE (OPTIONAL) I 1-~ MAX !
'4 ' . FILL ~ ~ ~ P1anttcrs
82051fN1 GONTRG9. I`! ~ I; (7 1 r FAERIG ~y ~~i 00 I I~ 11= ~ i' 'Y^ot~p f j 7T~ iii~~~~r ~ ~ , t~ 1 ~ ~ 1' ~ T ;5
;t'~ . c'~' 4 m I-11I-f 5 MI ~ABRI DIST. AREA = 1,4 AG, DIST. AREA = 2,6 AG, ~ ~ t , VOL REQ. =1,4 AG x 3600 GF/AG = 5040 GF VOL REQ. = 2b AG x 3600 GF/AG = Q360GF B o r u m , W a d e a n d Associates , P , A ,
,
e „ ' ~ ? STONE GI~055 51wGT1DN VOL i~20V, = 5231 GF VOL PROP. = X810 GF
? ~ P ? ~i p , ? ? , , ~ ? b° r~\ 21`' OVERFILL b" FOR DRAINAGE AREA =1.4 AG, DRAINAGE AREA = 2b AG. 6216ugene Court, State 100, Greensboro, NC 21401.2111
~ SETTLEMENT QIO =(0.4)(5.48)(1.4 AGa ~ 3,01 GFS Q =(0.4)(5.48)(2.6 AGE = 5.1 GFS PQ Box 21882 Greensboro, NC 27420.1882
FILTER ; . 11 r-I I II ; { 11=` ~ I ~I I I_l i - a ~ 1;=~! I _f ~ r.~- FABRIC ~A 4 I ~ I ~I I ~1 I -1 IF=.--I I hi ' I ( I I =11(x! k-1 f . _ . SA REQ. - 3,01xO,OIx43560 =1338 SF SA REQ. - 5.1x0.01x43560 = 2483 5F Phone; 336.275.0491 Fax; 336.218.3719
8 MIN. -1I F-I! I. ' 1=1 I I~ I!. ' 1=~ I ICI } I. ,'~µ,~"~'=~1~~ '~~'~Py~ 5A PROV. - 2263 5F 5A PROP. -3832 5F Web; wwr~,borum-wade.com : ~ ~ ~EMERGENGY BY- WEIR LENGTH y`~ ~rE~~M " WEIR LENGTH (i-) = 4' WEIR LENGTH (L1= 6'
~ a I IJ I I- I I l=III- Ll -l I ~ I I r-- I~; n~~ p ~v "^{k i s6 L~ ~ PASS b BELOW
2-3" COARSE _ ~ ~ ~ 4 ~ PG'ST: METAL T P05T 5 OR b DEPENDII~ ON FILL SLOPE MA a,;`~~. A(7GRE~GATE (MIN,1.33 LB1Ff STEEL?. BAGKFILL AND COMPACT I ~'~~PILL~,~- ~ ~MAX~'~.~ 4 MIN, ~,yv',y~`~" SETTLED TOP DEPTH OF FLOW = 0,3' DEPTH OF FLOW = 0,3' SEALS: ~FILL~'~~'~; 4~ Ij~~ OF DAM WEIR HEIGHT (H) - L3' WEIR HEIGHT (H) 1.3'
TI•bRg16W.Y, 2 TO 3.5 ~f>~.~~la 16,
FABRIGI 3b" WIDTH (STD. 5PEGIFIGATION FOR SILT FENCE `+=,r- T': - ASTM D) WITH 12"BURIED IN TRENCH. SILT FB4CE MUST BE E`iTRENGII®AND ~,.~;;';.~;=t~~ ~ y~' - M'` NATURAL
5EUlRED WITH COMPACTED 501E T}E r^1 GROUND 3' MIN,
5T01~: (IF USED) #4 WASHED STONE PLACED I' DEEP ! 51LT FENCE. 'SPLIGINS METHOD" MAY AL50 BE USED PLAN VIEW
MAINTENANCE, INSPECT REGIk.ARLY TO ENSURE DEVICE IS FUNGTIONII~i PROP1321.Y, TO IN5TA1l. 51LT FENCE (5EE NGAEN2 REMOVE SEDiM~IT AGGUhWJLATiON A5 NEGE55ARY AND ADD ADDIT10NA1.5T01~ ER0510N AND SEDIMBJT CONTROL (7ENERAL NOTES:
TO MAINTAIN DE51GN SPEUFIGATIONS. DE51GN fY.At~ING AND »51GN MANIAL 5EG11ONbb2, I. WEIR MUST BE LEVEL AND GON _EVEL AND CONSTRUCTED TO GRADE TO ASSURE DESIGN CAPACITY.
2. EXCAVATE A KEYWAY TRENCH ~ EXTENDING UP THE SIDES TO Th ;EYWAY TRENCH ALONG 7HE CENTER LINE OF THE SPILLWAY FOUNDATION THE SIDES TO THE HEIGHT OF THE DAM, THE TRENCH 5H~lLD BE AT
AT LEAST 2 FEET DEEP AND 2 :ET DEEP AND 2 FEET WIDE WITH I:I SIDE SLOPES, aaaaaea:aao~~~a
3. INSPECT TRAP WEEKLY AND Af 5 5185. ParaT MAINTENANGEI INSPECT DEVICE REGULARLY TO ENSURE PROPER FUNCTIONING. MADE IMMEDIATELY. WEEKLY AND AFTER RAINFALL EVENTS. REPAIRS SHALL EiE l,t~~~~"~~~
REMOVE SEDIMENT AGCUN~.ATION FROM B~IINp FENCE AND R8'AIR IF I~GE55ARY. 4. REMOVE SEDIMENT AND RESTO HAS AGGUhtIJLATED TO ONE-HA 1EN AND RESTORE TRAP TO ORIGINAL DIMENSIONS WHEN THE 5EDIMENT ct~Sf~`•',~~.~~re.~ TED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. M ~ a
B. INSTALL POROUS BAFFLES A5 JS BAFFLES AS SPECIFIED IN PRACTICE 6.65 IN THE N,G, EROSION AND - ~ ~ G:
14.61V1f E ~ 6' MAX 6ETVI~t P05T5 WITH NURE BACKING 2" b' t~J~ 6EtY~N P05T5 W!'INGUT N~RE BAGKII~i 5)=DEMENT CONTROL PI.ANNINC~ HARDWARECLOTH TROL PLANNING AND DESIGN MANUAL. ~s~~F
1/4 Mehl OF~NN55 MAUdTENANGE: iN5Pc"( IAINTENANGE: IN5F'EGT REGULARLY TO ENSIRE DEVICE 15 FBMlGTI0NIN6 PrZOPERI.Y, ~ ; ` ~
REIdOVE SEDIMENT NGDOT >B OR ~5T . REMOVE SEDIMENT AFORE AGCt>b1ULATION 5URPA55E5 TOP OF STONE FILTER. N~
WASt~ STtNE
51LT FENCE 5ftT fBJGE , (V ;;i O c CCNtlC1Nr A.~ ~ ',l ~ D D 4 O D O 5~D I MINT T ~P ~aa~~
kn ~~o
'~Ik~~~ O D D O P 9 D O O ~ TOP OF FABRIC 51fALL BE SUPPORT WIRE TO PREVENT SAGGI
Z (I- FRONT VIB^t b" ABOVE V~IR /OUTLET ELEV. 5TAKED INTO GROUND A5 NEEC?ED ~
~I I I~ ( I
~I ! I I ; _ ROCK-pAM (2:! SLOPE MAXJ ~ ~ - ~ I GOG STD. #432 GL455 R1P-RAP ~1 I I_ ~ IN.ET (V~AP FABRIC OVER TOP WERE AND ~:GI1RE W/ ZIP-TIES, WIRE, OR STAPLE5,
~~I I1- I1=i i I- I ! 1 ~+ICI; t.AYER X57 WASHED STOr~
-!-I I !I II,l,~~ PRO,~Gr:
La
D D D D Q p ~O D D O D
an +ccc cc o O D O D D D P D D 4 C~ Cl~ ~la~ a
c c o 0
0 0 o D o 0 0 . , ~m.. 4
MAINTENANGE° It~iPEGT DEVICE AT LEAST WEEKLY AND AFTER EACH 112" OR GREATER RAIt~ALL EVB~T. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PRO\hDE ADErAUATE FLOW FOR 5U65Ef»Z<IJENT RAINS, ° cD ° ° °
TAKE CARE NOT TO DAMAC~ OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STOhE A5 NECESSARY. i~.~l
0 o cD D ROCK-0AM (2:15LOPE MAX,) GCG 5TD. #432 GLA55 RIP-12AP TRENCH FABRIC INTO BOTTOM +1'
G c 0 0 0 51DE5, 6"MINIMUM (OR SECURE WITH
100 glm2 GOIR ER0510N BLANKET OR 8" ER0510N CONTROL MATTING STAPLES)
NOTE 4' DIKE ,RITE MATTING BACKED WITH HOG WIRE ~ ~ STEEL SUPPORT PASTS, 4' MAX.
LEAVE IN PLACE UNTIL MIN. TOP VIEW STORM SE{^IER 15 INSTALLED HOLD-DOWN SPACif~, 24" MIN. BURT' DEPTH ~ z
STAKES 12" PLASTIC CORRUGATED 3:1 IS' MIN. ~ ~
PIPE TO BE USED IN SEDIMENT TRAP5 AND SPLICING OF FABRIC 15 NOT ALLOWED U5E ~ ~ ~ 4
$A51~, WHERE SHOWN ON PLAN. GONTIN10U5 PIECE ACROSS TRAP OR BA5lN, F... Q p ~Y
i ~1 a SEE PLAN SHEET f~, b FOR SPACING DIMENSIONS .c[
~o V
~y I ~ INLET 4, PO~DUS B~PPL~ PO I T TP
DISCHARGE TO ~ , SEDIMETIT TRAPS I LOW
~ ~ ~
~ . 4 ~ I I E^I 14=1 i E=! f 1~ f'I~ irl`=1 C ~ 111- i - -I ~ 1=1I I~I I1=11I~II ~I I!~l I Imo! I I ~I I ~I I! ~~z
l ~ i ~ ~ I~l I ~~~rl I ICI I } Iwl 11~ I I~ [ ~ -~.~ILI~ E r~-~~ ~ ~ „ k~ I I l l s ~`I t t=III-I i 1 I---II F-~I I f-I! ~--i i I{ f i~ I! I i---1I i-} i ~'i i M-E I ~ ~
4' MIN.
b' SWAI.E DRAINS TO SEDIMENT TRAP I IG~TIaNS I P~GIPIGr~TO ~ ~ ~
f L N IT 1 ~ DUI ANT GONDII 5 t~~ ~~.q~~ ~eo~m,ssnr~ i ~~~.ena.~ n „®~Aaem n nwoww~~ f- i,a,i ®,esw
MNNTEtIANGE REQI~RB~ITS: CONTRACTOR B TO FB210DIGAILY IN5PEGT
~ .AGE ~ Dom' TO SEDIM8~1'T TRAPS 5EEDING SPEGIFIGATION THE FOLLOWIf~ ARE THE MINIMUM STABILIZATION REQUIRF~IENTS FOR SLOPES,GHANNELS, AND COMMON AREAS ~ ~ ~
I T REGULARLY TO ENSURE DEVICE 15 FUI~110NING PROPERLY. CITY ~ GREEN580R0 - 501E ER0510N CONTROL SECTION MAINTENAI~ NSPEG TROL SECTION N~ FOR THE 155UAi~E OF A TEMPORARY GERTIFIGATE OF OGGU'ANGEY DICING DI~OU6HT GOP~JIT10N5. iJa W CITY OF GREEN~QRO - 501E EROSION CONTROL SECTION ~ AG
REMOVE ANY SEDIMENT fuCGUMIILATION AND GHEGK FOR WASHOUTS, APPLY 4000 LB5. AGRIGULTI~ZAL LIMESTONE PER ACRE, IE PER ACRE, W Ur
APPLY 1000 L85,10-10-ID FERTILIZER PER ACRE FOR GRASS ACRE FOR GRASS SEEDING. APPLY 4000 CBS. AGRIGULTI~AL LIMESTONE PER ACRE. pL
2' LIME AND FBZTILIZ~ ARE TO BE DISKED INTO T}•E SOIL SURF ITO T}~ SOIL SURFACE TO A MIIJM DEPTH OF 4 INCHES, APPLY 1000 LBS.10-10-10 FERTILIZER PER ACRE FOR GRR55 SEEDING, r"` O
LATE WINTER -EARLY 5PRIfi~a LIME AND FERTILIZER ARE TO 13E DI5KED INTO THE 501E SURFACE TO A MINUh9JM DEPTH OF 4 INGHEa, Q ~
; 4' A. GRA55: SUMMER -TEMPORARY STABILIZATION ~
I T -150 ,PER ACRE, lJ ALL FESCUE L85 OW A, GRASS:
a PL B. GRA55 -LEGUME MIXTURE' (I) BROVt~ITOP MILLET oR SORGHUM-~JDAN HYBRIDS - 50 CBS. PER ACRE,
~ ' K; ~ I FCC i00 L85, PER ACRE PLUS SEREGIA 3 X Do ;.I,. .A--''~ ~J TALL LEST RJP RAP PAD , < ' : ~r~'~' ~ PER ACRE. 'LUS SEREGIA LESPEDEZA (SCARIFIED) - b0 CBS, B, 5 -LEGUME MIXNRE
Dp ~ 11--! i 1 =I 1 l=1 11~-1 l l~ i 1=f~f I ~ I PLUS GRAWNVETGH - 25 CBS. PER ACRE. (I) BROWNTOP MILLET - B CBS. PER ACRE PLUS SEREGIA LESPEDEZA (SCARIFIED) - 60 CBS,
~I I ~I I I~ I I~ I ~=1 I ~I I I=i I !-=f ( , i i~ ~ ~E 1 r ~2J TALI. FESCUE -100 L,BS, PER ACRE PLUS GRAV~IVETG~ ~~.a'~-~I11~ I ~!I ~.(I N f ~I! I~ k I~ l~--I I ~;I I ~ ~I I ~I i 1- PEiZ ACRE.
' I f---I i t-1I 1=! ~ 1=III-I I!=-I f i_! 11=l! I--C I I-~1~! 1=" f l El--i f 1-I I ~-I! I-, I
A A EARLY SPRING -LATE SUMMER b" 5V9ALE DRAIN5 TD SLOPE DRAIN A. GRA55c LATE SUMMER -EARLY WINTER
W (I) TALL FESCUE -150 LBS. PER ACRE A, GRASS:
(2J TALL FE~GI1E -100 LBS. PER ACRE PLUS WEEPII~ L0~ PLUS WEEPif~ LOVEGRA55 - 5 CBS. PER ACRE. TALL FESCUE -150 CBS, PER ACRE, (2) TALL FESCUE - IOQ CBS, PER ACRE PLUS ANNUAL RYEGRAIN - 25 CBS, PER ACRE, ON~R/DEVIS.OPER:
B, GRA55 - LEGUME MiXtURE
(I) TALL FESCUE -100 L85, PER ACRE PLUS SEREGIA LEST ~.US SEREGIA LESPEDEZA (SCARIFIED) - 60 CBS, B, GRASS -LEGUME MIXTURE (I) TALL FESCUE -100 CBS. PER ACRE PLUS 5C-REGIA LE:SPEUEZA (UNSGARIFIED) - 60 CBS.
TO OPE DRAINS PER ACRE. 5L PER ACRE, Bf:11ERLY 5. ~IMF~.iON, LLG (2) TALL FESCUE - I00 CBS. PBZ ACRE PLUS GROWNVETGH - 25 CBS. PER ACRE. 3401 SMOKETREE DRIVE
MAINTENAI~E° INSPECT REGULARLY TO EHSIIRE DEVICE 15 FUNCTIONING PROPERLY. yl~~ (3) TALL Ff:SGUE -15 LB5, PER ACRE PLUS APINIAL RYEGRAJN - 25 CBS. PER ACRE PLUS SERF.GIA
REMOVE ANY 5EDlMENT AGGUMIA.ATION AND CHECK FOR WASHOUTS. A. LE5I~DEZA N~GARIFIED) - 60 CBS, PER ACRE. GI~EEPISBORO, NORTH CAROLINA 21410
(I) TALL FESCUE - i50 LBS. PER ACRE PLUS WEEPII~a LOVE L~ WEEPING LOVEGRA55 - 5 CBS. PER ACRE. THE AREA IS TO BE ROLLED OR GULTIPAGKED TO INSURE THAT THE SEED IS PRESSED (336) 362-880
r, (2) WEEPING LOVEGRA~s - 5 L65. ~ ACRE PLUS BROWN ~LRE PLUS SROWNTOP MILLET OR 50RGI~fM-SUDAN AFTER SEEDII~, CONTACT: BEVERLY SIMP50N HENSON INTO CONTACT WITH SOIL SJRFAGE, ALL SEEDED AREAS ARE TO BE MJLGHED WITH STRAW h1~..GH AT
• ' UPSTREAM END HYBRIDS - 50 LBS. PER ACRE. PLYWOOD ~ • " I OF STORM DRA N B, GRA55 - (.MME MIXTURE TIIE RATE OF 3000 CBS. PER ACRE, (APPROX. 100 BALES PER ACRE,}
(OR 51MILAR +GRE PLUS SEREGiA LESPEDEZA (SCARIFIED) - 6o CBS, APPLY ASPHALT EMULSION TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PB2 ACRE. HYDRO-TACKING MAY HE DRAV~I BY: BWA
MATERIAL J liJ N~EPING LOVEGRA55 - 5 LBS. PER ACRE PLUS SEREGi, PER ACRE. SUBSTITUTED AND APPLLIED AT A RATE TO PREVENT BLOWING OF STRAW M~.GH (PER MAI~JFAGTURER'S SPEGIFIGATION)
~'0~ 1 / 1
FILTER FABRIC ` THE ABOVE SEEDIJ~ RE(.AMMENDATIONS AND RATES HAVE BEEN PR~ARED FOR SELECTION OF A DATE: ,JAN, 1, 2QI0 VEGETABLE COVER SJITABLE FOR 501E EROSION GONTRI~. IN THE GREENSBORO AREA,
~ ~ ~ LATE MMER -EARLY WINTER _...I ~ ~ ~ ~ ~ A. GRA55: REVI5I01~:
II~IfI =ff D I~ ! ~I 1=~ ~ i (I) TALL FESCUE -150 LBS. PER ACRE. _I I ~--i I ICI I , ~ , - ~ I ~I 11= L _ _ _ _ _ _ J (2J TALL FESCUE -150 LBS. PER ACRE. AREA 501E TYPES, CLIMATIC CONDITIONS, SEED AVAILABILITY AND INDIVIDUAL PLANT
GHARAGIERI5TIG5 ARE ALL TAKI~I INTO ACCOUNT IN Tip ABOVE RECOMMENDATIONS. DUE TO
~ ~;~I~~~'~I 1= I ~,1-i.~.i-1 i ICI I i. ~ ,1 ~I E i„1 B. c~RA55 - LEr~ME Ml~ru~ ~ ~ I--d I I-,-~ ICI I ~.=.1 I I=1~ i it ~I ~ E ~ (I) TALL FESG{lE -100 LB5. PER ACRE PLUS SEREGIA LE51 DENSITY, UNIFORMITY AND TEXTURAL QUALITY REASONS, THE ABOVE SELECTIONS ARE NOT ~.US SEREGIA LESPEDF.ZA ~JNSGARIFIED) - 60 CBS. RECOMMENDED FOR LAWN AREA USE,
--I11 _ill I waL GRADED ~ PER ACRE,
RIP RAP OVERFLOW ~ ~ • '.'+''t~' , x.. r "r' tl;6 (2J TALL FESCUE -150 LBS. PER ACRE. SECTION A-A FOR STABILIZATION OF PLANTING BED AREAS AFFECTED BY AD,~ISTMENTS Dlk TO DROIK~H CONDITIONS, THE INSPECTIONS
112 OF PIPE DIVISION WILL ACCEPT COMMON LANDSCAPING MULCH, W00D FIBROUS STRAW,ETG, FOR 155UANGE OF A GERTIFIGATE OF OGGI~"
DIAMETER D OR GULTIPAGKED TO INSURE THAT THE SEED 15 PRESSED IN ADDITION, A MINIf~1M OF SMALL GRAIN STRAW THAT IS PROPERLY ANCHORED WITH TAGKIFIER, MATTING, OR NETTII~ SHEET TITLE:
SEDIMENT AFTER 5EE(liNG, THE AREA 15 TO BE ROLLED OR GULTIPAGKEI INTO CONTACT WITH 501E SURFACE. ALL SEEDED AREAS ARE STORAGE
THE RATE OF 3000 LBS, PER ACRE. (APPROX.100 BALES PC3 ~1~00 5 PER AGRE~~HED WITH STRAW MJLGH AT WILL ALSO ~ PROVED A5 A MlNlhil~ METHOD OF STABILIZATION FOR THE PLANTING BED AREAS. ~ R Q 51 D N G 0 N T R Q 1.
MAINTENANCE: INSTALL TO PROPER DIMEN510N5 AND SPEGIHGAT10N5 ONCE FILTER BA51N5 ARE R~10VED AND SITE 15 STABILIZED. , .
'ria k,4~~n lp,~y~ , .v+r1, J,'p'a a +,'111. y:a4N~".•' RA DETAIL flILGH AT THE RATE OF 150 GALLONS PER ACRE, 5 H E E T
P'~E No. PAD DIh1~151ON5 ! RIP RAP TYPE -I 11- = ~ I-{ I APPLY ASPHALT EI~M510N TO THE STRAW MULCH AT THE TI A 1 8 - Y ° A ~ I~~l~ ~ u ~5
TEMP. 12 4 W X 49. X5 D, dam- I , T„ > OS DIA., cLA55 B -I I I~f I I i~~- I I~ I
SAND FILTER OUTLET 14' W X 129. XI2" D, dam= 5", Twt 0,5 DIA., GLA55 °B" I ~ I ~=..I I ~""f T{~ ABOVE ~EDII~ RECOMMENDATIONS AND RATES HAVE EN " ° " T t IA, GLA55 "B" '^I 11~~-;~ C I" 16 BY-PA55 12 W X 109. XI2 D, d~ = 5 , w OS D VEGETABLE COVER Sl11TABlE FOR SOIL ER05ION CONTROL IN JD RATES HAVE BEEN PREPARED FOR SELEG110N OF A FILE f~. F:15IMPSON-BEVIDET-eroafon ~510N CONTROL IN THE GREENSBORO AREA,
DRAWIN6 SCALE: N O N E
PROTECTION FOR 5TORM DRAIN
UNDER GON5TRUCTION AREA 501L TYPES, CLIMATIC CONDITION5, 5EED AVAILABILITY ~ED AVAILABILITY AND INDIVIDUAL PLANT PLAN SHEET NO.
CHARACTERI5TIC5 ARE ALL TAKEN INTO ACGOUNT IN THE ABC DEN5ITY, UNIFORMITY AND TEXTURAL 6VALITY REA50%, THE A ,GOMT IN THE ABOVE RECOMMENDATIONS. n E TO Y REA50N5, THE ABOVE 5ELECTION5 ARE NOT

~ ~ i' ~ ~ Ili ~ ' ~ a~i~ ~ ~ , ~ I ~ ~ . GENERAL GURB AND GUTTER IJOlES~
i ~ ul ~ I~ i ~ lb+i5 1 i GIIY a~ GREENSBORO
I I . , ~ ~ t.°° ~ I 1 ~ SAND FILTER BMP l N ~ ~ ~ ~ ' I ~ ~ PG -1+08. ~ ~ . o ~ ~ ~o ! ~ ~ SHT. h~, 5 DRAINAGE WAY and OPEN SPADE c~oNTR~rION ,DINTS SHALL BE PJ.AGED AT lo' INt13tVAL5,
, 1 - ~ fly ~ g 1 ~ i < , .1 C9 0 15 , ~ i PB 112 PG.131 EXCEPT THAT A 15' SPADING MAY ~ USED WAN A MAGhNNE
~i ; i! I ~ ~ ~ 4 i ~ ~ ~s_ ~ " ~ o 4 ~ , t I AGL-3-1~5-832-~1 FORM GAN BE pB AIt~J WITI~U'r pF T'Eh~LATES ZONED. RS-12
~ ~1 ~ ~ , ~ E ~ 1~ i! I I~I~ I a ! ~ ~ AT 10' INTERVALS, LUG NaNE ~ 32°01'31°
, r A`tED ' ~ ~ ~ ~ P I i ~ ~ o ~ ~ , i ~ < ~ INTR ~ 3' I ~ ~ r ~ JOIN1 SPADING MAYBE ATLERED BY THE ENGINEER 2~~0
~ N_ , 24 l
S1 I PUTS ~ ~ I~ I ~ STA, 0+00.00 I. I PG . ~+34.3 Y.,~ iI l 1 9 I I ~ 6 518 TO I~tEVEN1' UNCONTROLLED GRAGJ:ING,
i ; ~ ~ o r 14 STA, 3+91,48 8 ~ , Y T~ G ~ --I i6 ~ ~ q ~ ,2 1 i GONTRf~TPON .IOINTS MAY 8E II~iTALLED BY THE USE OF
~ o _ ~ I MAN r~ ~ INV.193,Ot " N I ~ TOP 82.6± ~ TEMPLATES OR FORMED 6Y OTH82 APPROVED METHODS I, ~ _ ~ , ~ d a ` m WHERE SUCH ,DINTS ARE NOT FORMED BY TEN~LATES, A
~ ~ ~ ~ ~ 5TA, 0+18b1 ~ ~ tG!195b0 I STA, 5+12.02 ii ~ 18p ~ TG 8021 ! I,, ~ ~ 5T 1+3216 I I ~ URVE DATA $ l i ~ ~ ~ M ~ ~ 5;~ r~.lo " MINIMUM DEPTH OE f-I(2 SHALL BE OBTAINED.
I , I2° ~i rG 791b1 ~ b ~ TG 95,03 r~ a 4+~2.a~ n R-312Q0 T ~ ~ Vim' y ~ TOP 165,9 ao 6 v e~ i 6,3 I 43' ` 3,000 PSI GOI~I~TE
< ~ ®6.`!~ o ry„ "n I I ~ PRIVATE DRI SrA, 2+82.40 R' ~ `p fir , 91, 6~ L=101, 6 DMUP. (1 ~ ~ r q n I , 'I .4j ~ : ~ ~ ~ e Vf: DIPS tan~5f, I, I l9 a. /n~ TG 187b4 ~ ~o u~l i ~ a ~ illP. £ ` 4 ~ ALL GOI~TRUGTION .JOINTS SHALL BE 51RAIGHT AND TIME.
i III ~ c ~ . cv I I V ~ ~ ~ rG 180.0 " I + G Del : : 54 'C~ ~ b ~ I lip ~ R ~ ~ ; ~ ~ 5 /-TC ~eoo laro EXPANSfON .JOINTS SHALL J3E SPADED ~ 30' INTERVALS, 3 ' STA, 4+92Q'1= . o ADJACENT TO ALL RIGID OB.EGTS,
tJ~ I ~i I p~ N p p ,n y I' I ~ STA, 0+50b ~ : ` .a ti 1.29 6 TRU55 SAN, 5EN1~Z o " a _ 'T"-----r~ > ~ ~ ~ c p ; FxlSr, l2 , ~ 9736 ~ ap Was i i 5rA 4+~PI9 ~ n,
0 1~ G1RH ~ - ~ ~ J s , TO REMAIN I'i! i ~ $ p - _ SAM 5T 3+54 Wa5 4+IpTG 180.3'1 h ~ I,, Tc 198b4 Q - b DIP WATER l~ z+oo - _ ~W, r; ~ ~ ~ Ply ~ o~ T STA, I+Ib29 28 33'03 MANHOLE N0. I EX. tLA p j~
~I' , t~ TG 8438 74,40 LF. T ~ ~ ~ A1ID I ~ _ ~ . 3~ 24" RGP R ~ "TOP'J71.4# TO !.N ~ Q I'~ V ~ ~ ~ G ~ ~ V UNDI5TUR5C~;
~ RGP g 6,1~ ~ VE DATA ~ oa Ip ~ a ~ ~,-~_r AYE17 2p' I"~~ ~ NOT Ta 5GA1.E
R=6310 IOOa5 LP, !P SAN. o WS W5 -1121 _ a .64 .FqO ? + L 3 Wa5 ~ 4+bo ),6q
~ STA.O~i5bi i Tan=86b9 ~ + Wa5 1P qty, ~ 51 V ~ ~ ~ - e e ~ 2+]r
~G } ~ i~ p~ +OI Delta-15 2956 f STA. 3+I t ~ 'o n p STA, +6,15 ~ p ~ ~ a TG 198,61 1 ~ ~ 1 ,id L,fi,1 RU' TET9'.12" f'•GP cp b Xb TEE r 8 RG ~ 923 L~.I, TG 179b3
~ 6.1~ 5rA 0+4936 2-b" GA MANH~LE 5' STA, ~+25,b3 2-6° GA a 3+~f its i 5 A. 3+23 Wa5 STA. 4+14 fG 17Qb3 ~~5' ~ ~ c ~A ~ ~ fA, 4+14 S 1,~ EX. MANHOLE 25'-0" B-B
o ~D cuRS ~ I TOP 195.21 , M LE N0, 4 1 ~ C~ VALVE BOX ( ; VALVE ~ B4X xb m t t3~~ TG 199,95 0.6~ ~ ~ ~4~~ B ~ ''OP T66,58 ~ ~P~ w~,,,,,,,
f INV,199,4 i .p ~ f p STA. 0+40 r ~ ~ ~ '-----_i GATE Y ~ STA, ~ ,b4 ! U ~ ~ p p lL ,i ~ ~ URVE DATA I A ~ NV.160.H6 ~ 5' ~ 5'
~ 20 xb TAPPI , _ INTR, ,6 3 WAY GI NO{ 5 - 5TD 2 I STA. 4+~t0,g7 p - ~ ~ R-125,00 l i I n p ~ ~.EEVE VAL s + ~iI ~ ~ r , + ER I No, I -STD 402 ` ! ~ -MIN, " MIN,
d , ~ ~ ~ I L=~.~ ~ 2 . 3 STA, 3 i1. R.~c TOP ~a3~5 c 6G' ~ ~ .ra ~ VE DATA ~ _ I 4 $ 5,~,t y ~ Oo BOX , s ~ ~ r~-2329 , STA, 5+11, .11 ~ T 2-b 20'-0° 2'-b I°59'41" ~ ~ IO'-0" 10'-0"
I ~ R-125A0 e ;i~ i Delta-21064 ~ + , ~ 1 ~ I , I ~ L:37,92 ~ ~ ~ , ~ / ~ ~ ,gyp ~ 4~
~ ~ ~ Tan=f9.f0 i I, „N I I: ~ _ o I I ~ f ! t STA, 0+14,40 2b ~ SLOPE 4`~K
i > ~ p i Delta-17 2246 e ~ ~ I ~r-~~ 6 ~ ! b, ~ i, , ~ , ~ ! i i ~ MH N0.2 - 5TD 4001413 01413 ~ / ~ / ~~y~ ~ 12"
Ili '~j _ ~ ~ I n o_____,, ~ TOP 161,41 I li1 ! ~ _ IC
iii ~ ~ ~ i I ~ ~ r ~ , i ~ ~ ~ ~ ~ I ~ ~ G ~ b ~ ~~q\~ iC' ~ / ~ / 3" STONENE UNDER 15°5958 30" Rl>LLED GU~B ~ ~ CURB MIN. b" ABG BASE GOMPAGTED SEE DETAIL ABOVE
1 ~;i ~ ~ a' p ' ~
i b.,Hb..i10 X19 r ' ~,i ! I ~ r '°~~~ff ~ TIG~4~. l ~tT
~ I . I ~~N ~ ~r; 2O D r
~ '!I n`'~ j'' i DAR(2pq.1. B. MOOREFiELD ~~NT I,,; ~ / ` DRIVE SGIN
~ ~ u!~ '~t~, i ~ DB.3223,PG,439 ---536°43 p / ~ r' ~ X96 ~ ~ ~ NoT To SCALE
';i II 'r ~ ~ , ! AGL-3-11`,632-14 58b,34 / ~ i ~ I L, i; ~,i ~ ZO1~ED: 85-12 ' i ,
hk w I'~j ~ ~ ~ ~i i d~~~ +irs.
I .I~
HI6H POINT EI.EV = ~f844 5~N51TI11~ IN TION
tH6N POINT 5TA =0+4244 NOT TO BE COPIED OR ISTRI
P+/I 5TA =0+50
PJI Ci..kl(= 7~tA0 WITI•K1UT THE V~ITTEN
L ALL UTILITIES TO BE I~rTAL{.ED IN AGGf1RDANGE WITH CITY OF GREEN5BOR0 AND PtC, D,E,N,R STANDARDS AND AD. =-5,41 1~~MIION 0~
SPEGIFiCATION5INCI.UDIN610 FOOT HORIZONTAL OR 18 INCH VERTICAL SEPARATIONS FOR WATT AND SEWER MAINS. ~ 3b6 CITY D1" GR~
2, SANITARY 5B^ER GONSTRllG110N IN 1~2OX1MITY OF ANY EXISTIf~ YVEl.LS TO BE IN ACCORDANCE WITH NGD~Z RI~UI.ATI0N5, T~ ARE THREE C3) VIABLE V~1.1.5 WITHIN 200 FEET OF THIS 51TE RS SHOWN ON THIS PLAN, ~ ~
3. ANY EA~IENiS MUST ~ RECORDED Bt~ORE NtA1~ AND SEh~R GAN BE RELEASED FOR SERVICE, x.00' VG
4. ALL NEW MATER AND TO 6E PROFILED i~Ali~ GR4551NG5 ON CONSTRUCTION FMS, 5. ~ WATER METERS CAN BE SET UJTIL ALL EASEh~NfS ARE RECORDED, cv
8, FOUR {4) FEET MINIt41M GIVER REQUIRED ON WATER MAINS. N
T. All ON51TE PRIVATE WATER AND SEWER TO BE MAINTAINED BY THE PROPERTY OVER. 8, ALL SANITARY S~NICES WHIGW 1TE INTO MANHOLES MIUST DO 50 AT MAFlHOLE SNB.F, ~ ~ END GUR$
9. ALL PROPOSED UTILITIES SHOV ~ THIS PLAN TO ~ PRIVATE. ~ ~ STA. 0+4q,36 ~T.
fO. All PROPO~D STORM SEWER SHOWrI ON THIS M.AN TO BE PRNATP UNLE55 f~TED OrHERW15E. ~ TG 1Qq.~5 „
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DESIGNED 9Y: gWA RE4tslor~s 1. I O N' S G T O W N H O M E 5 SHEET N0.
0 20' 40' 84' 120' Ib0' DETAILED BY MRO i ~ n ~ e ~ ~ A ~ ~ G i ~
7. I V 11 %0 V d"9 1 9- W I! 1 T L CHECKED BY: H5W NEM 6ARM ROAD TO 480 M OF NEII 6AROM ROAD
1 - 40 WRIZONTAL
0 2' 4' 8' 12' 16' DATE JAN. 7, 2010- BorumWade and Associates, P.A.
MIR 6218u ene Coact Spite 100, Greensboro, NC 27401-2711 SCALE HORIZ. 1n = 40` B PO Box 21882 Greensboro, NC 274201882
SCALE VERT. 1 n = 4' Phone; 336-275-471 Fax: [phone] Web: www.bomm-wade.com
" = ~4'1(ERTIC I wl.

eo ~ TG 5TA.0+25.2R 15~b2 A o es l
197b1 TG 79601 ~ 5TA,1+11 ia~.38,14 GENERAL CURB AND GUTTER NOTES:
~ I ~ PRIVATE R • b° 45° [AND »e~a=92"3'f~44° I 1 G ~ ° CONTRACTION JOINTS SHALL BE PLACED AT 10' INTERVALS,
T~ A I i ~ ~ ~ ~ 5 STA, I+FiI r N ~ o IO IN ~ N ° ° EXGB'C THAT A 15' ~ACIN6 MAY BE USED Wf~N A MAGHIt~E
b 45 BEND i 5TA 0+00.00: Igo ~ USED oR wI~N SATI~FACroRY SuPPORr r-oR THE FACE
STA, O+g830 ~ ; x Z k~~~ - ~ i 5TA, +b85q t wYATT GOBS, FORM GAN ~ oBTAII~D WIT}~UT THE USE of TEh~'l.Ana
,c b NO,S AT f0' INTERVALS, ° A ~ GAROLYN W, ~ 32 0'37
y ° TOP bt___~ 14 ii 5TA Or .43 W ~p 1 I r ~ p DB 2123 P6.668 , „ JOINT SPADING MAY BE ATLERED BY THE ENGINEER
i ,iG 1~i,4 , ~2 0+81 1~ _ i AGL-3-175-832-2 2 -6 b To pREVEHr Uf~ANTROLLED CRACkING,
z PT = 'E' ~ ~ - ~ " i i ~ i ~,+bS,5~ BONED. R5-12
~ I I I ~,.._.n _ TG 195b0 ~ ~ '+28,15 ~I I ~ I o ~ o I ~~-1 GONTRAGnON JOINTS MAY BE It~iTALLED BY THE USE OF
/ I ~ TG 5,03 ~ I ~ s m TEMPLATES OR FORMED BY OTHBZ APPROVED METHODS I^IHERE SIKH JDINTS ARE NOT FORMED BY TEMPLATES, A
~ o f I ' i~ I ~ p fm ° ~ ~ ~ o N ~ p a ~ , ` ~ ~ ~ ~ MINiMUhf DEPTH OF I-I/2" SHALL BE OBTAINED.
\ I ~i I ~ 4 F. ~ ~ ` 3p00 PSI:GONC~I~ETE~. , _ ~ a~,Q tl N d9 d .
b a I 15 In z1." L. ~ ~ . ~ ~ ~ ~ PG = ~ I6 I ~ i ALL GoNSTRUCnoN JOINTS MALL BE STRAIGHT AND TRUE,
15" EXPANSION JOINTS SHALL BE SPADED ~ 30' INTERVALS, +E ADJACENT TO ALL RfGID OBJECTS,
~ 2 , I ~ I I STA, 2+40.00 ''s y o ~ 2~ 28°33'03°
a~ ` GI P~, q - 5TD 402 - e I ~ TOP 186.35 p
~ ~ ~ + ° ~ i I R Q ~
O' ~ N ~ Nar To SCALE
SrA, 2+40.00 I N0.8 - 5TD 402
ur G - ~ 12 ~ _ ' E.,. ,T TOP 186,35 I
~ ~ o i ~ I ~ ~ yry~ c ~ I ~ i
Q I "*i ~ ;f s I I , a 3 ~ A ~ ~ I
0~ DARRELL B. P100REFIELD ~ ~ oye " o~ a I ~ ~ , i I ~ B-B
~pyM v~ D,B, 3223, PG. 43q U~ ; i 5' ~ 5'
AGL3-11S-832-14 ~ 10 I ~ ~ I STA. 3+6453 ~ ~ m ZONEi7: R5-12 Z ~ ~ _ ° i MIN. 2~-~" 2a-o" MIN.
o ~ IN3R. I GI i~.1- 5TD 403 0 { - LUG-i _ ~ N ~ 0 TOP 182 I 5TA. 3+40 lo'-0" 10'-0"
STA, 5+11,00 - + ~ ~ 5TA 78.10 } 6 45° BEND ~ u, o I N STA. +40 I
TA, 3+11 ~ G! N0. - 5TD I w TOP 1 ,34 6° ~ BEND PG = 3+2q,o1 p ~ 4~ 2b ~ SLOPE 4`~
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