20091112 Ver 1_Site Plan_20091019

9 9 ~AI~
LANDSCAPE APPROVAL AND INSPECTION
N SCAPE PLAN which de sets the lant t es and locations Must Be ® A LA D p YP ) ( P o EST
Submitted To The Planning Department For Review And Approval On or Before o
90 Da s . ( Y) o
0 o
® THE Required LANDSCAPE PLANT MATERIAL Must Be Installed And Inspected
PROJECT SUMMARY Prior To Receiving A Certificate of Occupancy. W SITE ~R°P° ~ 00
COVER SHEET APPLICA110N Fi ' APPLICA110N FORM (Revised July t8, 2007) ~ G~PQE i ~ d ~~5 } r~
To request an inspection contact Landscape/Watershed Planner at 336-373-2918 NA Greensboro City Plc ensboro City Planning Department w ~ ~ W
Minimum Number Of Required Parking Spaces
Mailing Address P.o. Box 3136, P.0. Box 3136, Greensboro, NC 27402-3136 F RoP ~ GN~RCN ~
Total Number Of Provided Parking Spaces: NA Office Address: 300 West Washings 0 West Washington Street, Greensboro, NC 27402 z P`S~PN WIND ROAD ~ ~p
If you have any questions about the process call Jimmy Pei call Jimmy Person with the Planning Department at 336-412-5739 c~n ~ ~
Plat book and or Deed book Reference: P.B. 123, PG. 56, LOTS ~1-5 / REVIEW FEE: ~ ~ E ~
PLAN TYPE: N. CHURCH STREET -MINOR THOROUGHFARE i
TREE PRESERVATION APPROVAL AND INSPECTION Street Classification(s): _ Site Plans $400 plus $20 per 1,000 sq. WIND ROAD LOCAL ROAD )per 1,000 sq. ft. gross floor area ~ ~ z ~ w ~
Multifamily Developments $400 plus $25 per dwelling u N 5 per dwelling unit ~ ~ ~ ~
® The Required TREE PROTECTION FENCING Must Be Installed and Inspected ~ KOTIS PROPERTIES Single Family Subdivisions $260 plus $40 per lot )per lot ~ p ~
Developers Name. Prior to Land Disturbance. DENNY ROAD ~ ~
GREENSBORO NC 27408 Minor Revisions $260 plus the per lot, squore 1500 MILL STREET, SUITE 105 increase. per lot, square footage, or dwelling unit listed below applied to any D_ N
Address: To request apre-construction meeting contact the Urban Forester at 336-373-2150
. 336-574-2000 Submit 14 copies of plans to the of plans to the Planning Department for review. ~ X
t Prior To Daytime Phone Number. ? THE Required REFORESTATION AREA Must Be Installed And Inspec ed Plan review tokes 7 10 working days; the Planning Departr Planning Department staff will contact you when your plan is ready. VICINITY MAP ~ NO SCALE ~
Receiving A Certificate of Occupancy.
VACANT 1 Existing Land Use. SIC PROJECT . PROJECT SUMMARY: ~ VICINITY MAP o
owner A licant: KOTIS PROPERTIES
Re ort Comments to: WILLIAM KOTIS, III U ~ Z_ N
Tele hone Number: 336-574-2000 000 336-574-2001 ~ Fax Number: ~ Z
E-Mail: N A The items checked below have not been included an this plan being submitted for Z ~ O
ZONING APPROVAL AND INSPECTION Stormwater Management Watershed Re ort Comments to: ANTHONY LESTER Technical Review Committee review and approval. It is understood that additional W ~ reviews in the development process (including constructiion and utility plan review, W O
? The Required Parking Spaces And Drive Aisles Must Be PAVED And as indicated below) could affect the amount of development possible on this site Z m .877 Fax Number: 336'854-8876 and the costs associated with this development: (n
STRIPED Prior To Receivin a Certificate of Occupancy. NA Tele hone Number: 336-854-8877 9 Stormwater Control/Improvements(s) O Z
E-Moa: odlC~evans-en .coin Z W W W
Tax Ma Block Parcel s TAX MAP: ACL-431-1-11 * Maximum Amount of BUA Allowed Per Stormwater Control -431,-1-11, 15, 16, 22, & 23 ? Sidewalk, Rood Widening and Turn Lanes U) ~
? Tank Permit required 7.3587 ACRES Required sidewalk along existing streets, required road widening, and/or required z
nin Office Office at 336-373-2630 Totai Tract Acrea e: TOTAL AREA: (17.3587 ACF (Contact Zo g ) N A Design: turn lanes have not been depicted and their design has not been reviewed. Q I understand that the review and approval of said improvements will occur during W ;
Zonin District: ZONING: CD-HB the construction and utility plan process. _
? Sign Permit required* Watershed Desi notion: WATERSHED CLASSIFICATION: NA ATION: NA ~
(Contact Zoning Office at 336-373-2630). > 2,000 FT (APPROX.) Pro osed use: VACANT FOR NOW ? Water and Sanitary Sewer ~
Distance to Nearest Floodway: full design information for the proposed water and sanitary sewer system N Q
Number of Lots: 5 Vu B, Cf6 has not been depicted and their design has not been reviewed. I understand p that the review and approval of said improvements will occur during the ~ Z
On-site soil types(s): Multifamil Develo merits: of Units NA construction and utility pion review process. Q ~
HYDROLOGIC GROUPS B & C T e: A artments Hydrology groups(s): Z p ents Townhomes Condominiums
64,:628 S ~ ~ 64,:628 SF Pro osed GFA 46,338 SF ? BMP
(10.00 AC. (57.610 Non-Residential Develo ers: Existin GFA Amount of site to be disturbed:
Amout of Existin BUA: 301 657 SF. 6.93 AC. WATERSHED APPROVAL AND INSPECTION 6.93 AC. Full design information for the proposed rooter quality/quantity device (BMP) ~
Amount of ro osed BUA: 4.34 AC. (25.00%) ).OQ~1 has not been depicted and its design has not been renewed. I understand ~ l that the review and approval of said improvements will occur during the
? A FINAL PLAT Must Be Recorded In The Guilford County Register Of Deeds PROJECT SUBMIS 'ROJECT SUBMISSION GUIDELINES construction and utility pion review process. ~ (IJ ~ ~
ri T Receivin A Certificate of Occu anc . . P or o g p y Plans submitted to the Planning Department that do not inclu~ ~ ~ iat do not include the items on the Design Review Application Form will L
not be rewiewed, and will be retur and will be returned to the contact person. ? STORM SEWER n' ~
? Construction of the WATER QUALITY DEVICE (POND) Must Be Complete ~ FINANCIAL RESPONSIBILITY ACKNOWLEDGEMENT This portion of the cover steet must be filled out and signed' Fuli desi n information for the storm sewer system and/or grading has not ~ ~ aut and signed by the person designating the site. to show that he/she 9 ~ Q
and the Engineers Certification of Completion Sent 1~o The Planning has read and provided the required informotion to i information to submit a plan to the Planning Deportment. been depicted and its design has not been reviewed. I understand that the review and approval of said improvements will occur during the construction
Department Prior To Receiving A Certificate of Occupancy. leted the attached plan to the best of my knowledge and ability. and utility plan review process.
KOTIS PROPERTIES is to rovide a one ear I have read, understood and completed tyre attoch P Y
warranty to guarantee the public improvement from failure due to faulty Phone: Date:
workmanshi or materials. Once the ro'ect Is coin lete, this Individual or Name. i P P J P
corporation will be required to sign a notarized agreement, upon completion
and return of this a regiment, the will receive a final acce Lance letter and 9 y P
the year warranty will begin. The City of Greensboro will not release bonds SHEET TITLE SHEET # iri w
or accept public infrastructure for maintenance without a final Inspection. FLOODPLAIN APPROVAL Individual Responsible for Preparation of the Plan Signature /Seal ~ ~ 1 ~ 0 ,0-
COVER SHEET
? Elevation Certification Required OVERALL STORM DRAINAGE & WATERSHED PLAN_ >HED PLAN 2 ~ ~ = p ~
in Develo merit Permit Re uired POND #1 DETAIL ? Floodpla p q 4 Q Q~ ~a~+'
WILLIAM M. KOTIS, III (PRESIDENT, CEO) POND #1 SECTION VIEW DETAIL BIOCELL #1 DETAIL 5 p ~'~0~
Financial Responsibility Individual or Corporation Signature BIOCELL 2 DETAIL s Watershed Plan Approved By The Technical Review ~ o ~ ~ ~ ~v
ADDRESS: KOTIS PROPERTIES ~ ~o o~°'~ Committee (TRC)' on O o ~ ~ o
SOIL EROSION CONTROL
Contact Erosion Control Officer at 336-373-2158) 1500 MILL STREET, SUITE 105 ( and or Site Plan, Subdivision, Grou Develo went, Clearin Grubbin ~ o o'~ / P P 9/ 9 in ~z~~
? Watershed Pond Construction/Surety Or Improvement Guarantee Must GREENSBORO, NC 27408
Be Submitted. Date Map Revised: Approved by , nn
T EPHONE: 336-574-2000 Revisions EL ` ~ 6'Ee 3 ~0 i o ! By ~i~~l ,4,~=~~,=;
~ ~ ~
TRACKING NUMBER ~ j ~
~%~~°~lil Ct~' ~,l~P~'.IIY ~ snNasre~lri ~a~~g~~~rel
This Area Reserved for Water Resources Construction NOTE: TRC approval represents the
ENGINEERING CONSTRUCTION APPROVAL Approval Stamp. maximum possible development of the site.
(Contact Engineering Division at 336-373-2302)
Additional reviews in the development ~
? Utility Construction Plan Approval Required*
TRANSPORTATION ~ ? Pavement Cut Permit May Be Required* (Contact GDOT at 336- ;TATION APPROVAL process including Construction Plan review ~ ~ )OT at 336-373-GDOT) could reduce the amount of development ~
? Roadwa Construction Plans Required* y possible on this site. ~
Driveway Permit: ? Storm Sewer System. L
? Permit Required To Tie Into Storm Sewer System z
? Clty of Greensboro Driveway Permit Regt 'ermit Required O z 0
? Driveway Culvert Inspection Required.
? N.C. Department Of Transportation Drive NOTE: Conformance With This A roved ation Driveway Permit Required. pp ~ > o o,
Plan Is Your Resposibility; And Any ~ m
Driveway Permit Issued? YES N A Change In Land Use, Lot Lines, Building Q
~ Location, Parking, Drives, Utility Lines,
N0, DO NOT ISSUE BUILDING F BUILDING PERMIT Landscaping, etc. Must Be Resubmitted To o Z
WATER RESOURCES CONSTRUCTION APPROVAL
(Contact Resources at 336-373-2055) The Planning Department To Eliminate ~ ~
Delay In the Review Process.
Water System* SUBDIVISION APF ISION APPROVAL ~ v
? State Water Permit Required.
Agreement And Annexation Jed In The Guilford County Register oU
? Outside City-Utility Petition Required. ? A FINAL PLAT Must Be Recorded In The Of Deeds Prior To Issuance Of A Buildin f A Building Permit.
E o
Sanitary Sewer System* a - c
? State Sanitary Sewer System Permit Required. (CLERK OF THE TRC) (DATE) Z 0- 0 0
? Outside Annexation Petition Required. Final Plat Recorded? City Utility Agreement And YES N/A °N o
*Fee required before construction plans are released.
NO, DO NOT I DO NOT ISSUE PERMIT. A),% a Q) -0
n ~V) V)

1 I ~ - _ \ ` \ v \ 1 , I - -
\ I 1 ` -
C= a.so ~ r ~ - ~ ~ PIPE CHART LINE TABLE _ _ 1. AREA DETERMINED BY D.M.D. METHOD
' \ I = 5.75 INIHR DESIGN STI LINE BEARING DISTANCE 'vvv I vv vI ~ , , - DESIGN STORM =10 Y
' L-1 N84'S7 57 E 18.91 ';1 AREA TOT. tt ppE{~• SLOPE CAP. ppE~ SLOPE CAP. SLOPE CAP. LENGTH 2. THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA S® (3'0) (C.F.S.) (L.F.) / AS DETERMINED BY THE DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT
"W 103.12 ~ I _ -------------__e N0. (Acre) (Acre) C XI (C.F.S.) (fiches) {°k) (C.F.S.) (fiches) USED (~o) (C.F.S L-2 S02 34 09 I , - ' 3 38 W 100.19 1 ~ ~ , L 3 S02 3 ' ' / PER PANEL MAP 3710786600) DATED JUNE 18, 2007. ZONE X (SEE DESCRIPTOR). °a / o
v ~ I ; I I L-4 S02'41'28 W 131.55 ~ `I ~ ' 1 0.16 0.16 4.60 0.74 15 0.01 0.74 15 0.50 4.58 0.50 4.58 32.49 p
L-5 N02'1019 E 33.40 vv - ; ' 1 _ _ - \ I I r , - 2 0.10 0.26 4.60 1.20 15 0.03 1.20 15 0.50 4.58 0.50 4.58 30.03 3. DEEDS OF REFERENCE ~
L 6 N8T49 29 W 79.80 _ ` I ~ _ ' 3 0.04 0.30 4.60 1.38 15 0.05 1.38 15 0.50 4.58 L-7 N87'52 03 W 67.93 ~ t 0.50 4.58 162.25 DEED BOOK 4579 PAGE 1103 IS SUBJECT PROPERTY. ~ SITE ~RpPp ~ DEED BOOK 4579 PAGE 1105 IS SUBJECT PROPERTY. w PeE ~
I - , I ~ 4 0.27 0.57 4.60 2.62 15 0.16 2.62 15 0.50 4.58 ` L-8 S82°53 05 W 24.61 ' ~ ' I 0.50 4.58 30.24 ~ ~~s
L-9 S7T51'43 W 27.08 `1 I~ ! ~ 5 0.01 0.58 4.60 2.67 15 0.17 2.67 15 0.50 4.58 . ~ I ~ , 0.50 4.58 153.55 4. THIS SURVEY IS OF AN ACTUAL FIELD SURVEY HAVING AN ERROR N
L-10 N84'S915 E 50.65 I ~ / 6 0.52 0.52 4.60 2.39 15 0.14 2.39 15 0.50 4.58 _ L-11 S84'58 23 E 49.78 ~ ( 't , I \ ~ ~ \ 7 0.15 0.67 4.60 3.08 15 0.23 3.08 15 0.50 4.58 0.50 4.58 102.00 OF 1':17,521' J.M. W pPD
_ , i ' I I 0.50 4.58 33.00 , ` ~ 6. 756,146 SQUARE FEET OR 17.3587 ACRES TOTAL a ~N~µ~ R W
I ~ ~ - I 8 0.46 0.46 4.60 2.12 15 0.11 2.12 15 0.50 4.58 I I I , 11 r , 9 0.13 1.26 4.60 5.80 15 0.80 5.80 15 1.00 6.48 0.50 4.58 36.86 1.00 6.48 128.95 ~ I Z Q1~PN ~ WIND ROAD
STORM STRUCTURES _ ' I' ~ ~ ~Ul = ~ ' 1 .41 . 7 4. 7. 18 0.53 7.68 18 0.55 1.81 7. DASHED LINES SHOWN NOT SURVEYED ~ 0.55 1.81 137.67 ~
STRUCT. TOP ELEV. INV. IN INV IN INV OUT • ~ ~ -8 _ Q ; ~ 0 0 1 6 60 68 F.E.S. A" 000.00 000.00 000.00 829.3 ~ ~ _ , `~ti ' , 11 0.40 2.65 4.60 12.19 24 0.29 12.19 24 0.50 6.04 0.50 16.04 207.68 8. TITLE COMMITMENT N0. 200800132CA -INVESTORS TITLE INSURANCE COMPANY ~ °a
M.H. B 844.54 830.04 000.00 829.94 ~ ~ 12 0.00 2.65 4.60 12.19 24 0.29 12.19 24 0.50 16.04 I 0.50 16.04 147.83 `~a ~ g. TAX MAP -SEE MAP. ~
D.I. C 842.47 830.90 000.00 830.72 , - ' - , - - ~ - o~~'`--''" 13 0.40 3.05 4.60 14.03 24 0.38 14,03 24 0.50 16.04 D.I. D 840.96 833.53 000.00 833.38 t 1 ~ S ~ 0.50 16.04 54.03 ~ N
D.I. E 842.25 .836.58 000.00 836.45 " _ _ ~'i ; % 14 0.10 3.15 4.60 14.49 24 0.41 14.49 24 0.50 16.04 , 0.50 16.04 175.75 ; 10. ALL DISTANCES SHOWN ARE HORIZONTAL FEET UNLESS OTHERWISE NOTED. ~
D.I. F 847.20 842.65 000.00 838.25 , - r - - ' .,•d-~ , , ' ; - 15 1.24 4.39 4.60 20.19 24 0.79 20.19 24 1.00 22.68 0.1. G _ 1.00 22.68 33.75 ,
o.l. H '1 , 16 0.67 0.67 4.60 3.08 15 0.23 3.08 15 0.50 4.58 - D.I. I ' ~ - ' `~•i%'~~, 0.50 4.58 91.03 ~ THERE ARE NORTH CAROLINA GRID MONUMENTS WITHIN 2000' OF PROPERTY, SEE MAP FOR DENNY ROAD
F.E.S. J 000.00 000.00 000.00 828.21 ~ _ _ _ _ , 17 0.24 0.91 4.60 4.19 15 0.42 4.19 15 0.50 4.58 r 0.50 4.58 85.12 TIES. NORTH CAROLINA GRID MONUMENT "WHARTON" WAS USED AS A BASE ELEVATION FOR
C.I. K' 838.07 828.57 000.00 828.47 I , ' ~ - e - -860 18 0.14 0.14 4.60 0.64 15 0.01 0.64 15 0.50 4.58 C.I. L 837.96 829.74 000.00 829.14 r , ; / _-a:'~ r 19 0.01 0.01 4.60 0.05 15 0.00 0.05 15 0.50 4.58 0.50 4.5$ 44.69 TOPOGRAPHIC INFORMATION. INFORMATION FROM PLAT BOOK 123 PAGE 56 WAS USED IN
F.E.S. M 000.00 836.71 000.00 000.00 ~ / ; % 'e~'4'~' ' \ ~ _ - A U 20 0.13 0.28 4.60 1.29 15 0.04 1.29 15 0.50 4.58 0.50 4.58 29.80 CONJUNCTION WITH MONUMENT "WHARTON" TO REESTABLISH A GRID BEARING (SEE REBAR 0.50 4.58 75.13 ~ "A"). MONUMENT "GULF" HAS BEEN DESTROYED DUE TO SIDEWALK CONSTRUCTION. VI C i N I TY M A P
C.I. N 869.46 000.00 000.00 863.56 - 7 000.00 862.05 11 \ ; f%/ / ~ ~ r' , % C.I. 0 869.35 862.3 - \ 21 0.11 1.30 4.60 5.98 15 0.85 5.98 15 1.00 6.48 1.00 6.46 113.99 NO SCALE
M.H. P 866.86 000.00 000.00 000.00 _ ~ - j ' / t~, % 22 0.30 1.60 4.60 7.36 18 0.49 7.36 18 0.50 7.45 0.50 7.45 16.18 ;
C.I. 0 859.91 A=849.51 E-849.21 848.91 - , / / ~ / , ~ \4` M.H. R 859.85 000.00 000.00 85a.6s - - ~ , ~ ; ;r' d : 23 0.34 1.94 6.40 12.42 18 1.39 12.42 18 1.50 12.90 1.50 12.90 113.37
I 860.04 000.00 000.00 854.88 - ~ ~ ` t'' ' C.. S 000.00 / / j' v. - ; e+~ 1 i 24 1.42 1.42 6.40 9.09 18 0.74 9.09 18 1.00 10.53 ~v / 1.00 10.53 31.74 ' - 1 -
D.I. T 859.95 000.00 000.00 t 000.00 ~ , , - ~ ,'%y'~ - - ~\--9`( ~ t~ 25 0.00 3.36 6.40 21.50 24 0.90 21.50 24 1.00 22.68 M.H. U 865.42 000.00 000.00 ' 1.00 22.68 203.76 '~I ~ ' I
F. V 61.54 000.00 000.00 852.40 ~ ~ ~ ti\ +t " \ 1 E.S. 8 , r ~ \ . + , ~ \ \ \ s \ \ , t \ ' .I. 'W" 861.74 000.00 000.00 858.49 ' ' \ ,t t1 ~ I t \ - I
11 r 1._ 1'A,A, v v v v v I C.I. X 861.83 000.00 000.00 858.38 1, , ~ s , - t ( ~ , \<'<' `c' ` , \ , \ , \ ~ , \ \ t I i \ SITE DATA:
.1 818.95 000.00 818.91 ~ ~ / \ t ( t ( ~ Y' Y' \ ~ a ^ ~ ' , \ t C.I. Y 828 0 u „ 'I~ \ \ \ \ , \ \ r\ \ \ \ Y' Y' Y Y' < \ , \ ( C.I. Z 827.98 818.79 000.00 818.67 + , ~ ; ~ \ `r \ \ , \ \ , t \ t - 1 I TOTAL AREA: t 17.3587 ACRES
, t,' / 6i, I , \ \ U J . t i 23 5 oce / t , \ 0.\ 1 , , tl Vt e' Ie ,Y ' t , ? m / p 3 I t 9S\ \ \ ~ f ; TAX MAP: ACL--431-1-11, 15, 16, 22, & 23
I \ \ , tI ` / e,e \ I ~ INLET / I t 1\ \(t+ ~ 1 vv v I 11 4~ ' ,e' / v°-'-- 1 REB I 1 ~ SID/40 ~ I t W ~~Av 1 v r \ ` I lT r . 1 . , ~ ~ 1 \ CURB IN , . h ____l_______ ~ / REFERENCE: P.B. 123, PG. 56, LOTS # 1-5
v ~ , } p a , i rr .y ~i ~ 256'aces I t v \ I \ \ O 1 1 ,I ~ - / , / ~ e )1 ' 1 t 1 ~ ° M,,,,COG t ' GJ \ \ \ \ 'p I ' sq oP ` t I ~ ZONING: CD-HB
-)..-a-'k-_y..- j__ \ , \ \ \ \ \ \ \ \ ( \ \ I 33.4' r,. \ I . „ \ i ~
\ t \ t , , I I ` 1 t4 \ \ \ \ 1 t T \ Y' Y' \ ~ 't V' Y' \ / I \ \ \ ` 1 \ I I \ / I~ e 1 11 1 1 w l , \ j1„11•• " t~,~~(y \ \ \ \ \ \ \ \ \ \ \ \ \ \ Y' \ Y \ , I I \ ~ \ \ I \ , \ 1 t II ' , i~G 7 l ~ 1 1 \~j1 t' \ 1 \ \ ` \ \ \ \ \ \ \ \ \ 1 \ \ \ \ \ \ \ C I 1 , / i r I
t v t v !I I 1 0~~ I I t{I 1 ' x ,1 1 vv v v v vv `v V v v v V , v v v v v v A v v v v v` I r I 1 A v , , • I t v v v v v v v v v v v v v 1 v I v ( ii rr 1 I i tt ~ 'i '1~,a ^~1 i ~ t ~ v v v v `v v vv 1 r'
I , \ 1 „ II , I \ px , t 24 Spaces I i? ' n 7PNAL1`, , I J \ I , . A~,~r,. I ~ ~ j I ZONING REQUIREMENTS: CD-HB CASE N0. 2612
I r ' ' i II ,i,'' • r 1 1,,`j o 1 QR~ xxa`''' 1 , t 22 Spaces - I 1 ~ ~ ~I I, j II i MIN. LOT SIZE: 20,000 SF
I ' I A , v 1 i ie I \ v 1 N 1 f , r t~ v 'v A 'v v A 'v ~ t v I / ` v t,' I f / r i v,v v v v v v A\ V 'v v v v v v~~'~ I I l I A , , v ,i v ,'v t 1 v, v v v v v v v , v v v t-~~_ I r / r I t N , r , v I , t i t _ \ \ \ \ \ , ~ I ; I I I MIN. LOT WIDTH: 100 FT
- t \ \ \ \ \ \ \ \ \ N 1 A v 1 tl t ' - A, ) a ) ) ) v v v v v r-- r I ~ - l , rl ~ I I r 1 A t l1 , 1 1 ` f V ( ( ( )t A ' V 'A ~ y1 : ,!v ''AV~'"b'~ ~b'~\ ( i i `i I MIN. STREET FRONTAGE: 100 FT
I , , I N I I I I 1 I t , ! v v A v v v , v v v v ~ / ``;m I i I i I~ MIN. STREET SETBACK: (FRONT ONLY)
r , , II 1, , y r ~ I , 11 ,p I , 1 , v~ r' ~ a_ v A A v v v A v v v v A 1 I r , l II I ' I , ;,J 1` I I 't 1 \\y ' ` tt . - _ 1 \ 1 \ \ \ \ I , , ~ II ~ / I I t,0 , 1 I t n\\% _ t' ~ ,7-Spaces , r t~ L'.1 IEIP ; I ; I I MAJOR THORUGHFARE: 50/95 FT
II I ~ EXIS~~F~~-~G I , ~~REaAR'I ~ o j I ~vv II c MINOR THORUGHFARE: 40/75 FT
' ` II iI l I / I 91 1 , i i I \ ~ t 22 Spaces I r ~ ~ ~ ~ ~ I i SUBCOLLECTOR & COLLECTOR: 30/55 FT
, t I ~ II , l , I ! V A A A A , A A l A A V A A V A A A V A V \ , ~ . , ~ It / , 11 ' , I I 1 10 , v v A v , vv vv vv vv vv v\ \v vv v A v A v v A v 1 v A I ' ~ I ~ i I I~ I i ~ MIN. INTERIOR SETBACK:
1 I i• 11 , / I 1) 1 I I I - t~ --A- ^ A , A A ) ~ V A A A A A A A 1 A vV A ~ ~ IJ T ~2 Y ' D.L / I I I I ~ : ~ 1 , a ~ ~ ; ~ ~ ~ , Y B UI T ~bING r I ,"\II II r / rq, , 1 r 1 Y r~ ~ ti V' Y V ~ ~ Y ( ( , \ , , ,a I 'Y . ~ f tt ~ t) 1 1 I 11 1 I I D.L I , II ; . + ~ I SIDE: 10 25 FT
II ~`dl I I \ t yl y.~\ \ \ \ \ t \ \ r < t Y I Y v \ I , , _ r t. II I+ _ _ l I , ; ; \ \ ~ , , IN \ , \ . \ \ \ \ \ , I , , • r 628 S 'FT. v ` ii ? / I t vv , I I I I v y OOG STD 3'v v v v v ~.v v v vvvv v v v v v v h v v vI 1 r ~ 111 ,J I I 1 , 1 I \ aim ; ; I r - , \ ~ REAR: 10/25 FT
, \ r II 1 I ' I I \ M1 , . . a . , \ \ \ \ 1 \ \ \ J 1 , m \ , r I I U 1 1 , , 1-11 \ 1: 1 I I ( I' 1~ 21 S Dees I I w ~ s r n n l 1 ~ r REBAR L-10 REBAF3 1 ` , ; , , 8~' t p w / I ~ I MAX. HEIGHT: 50 FT
I , u II n A r it AEBA 1 t, 1 I t~ li i % ,I II ; . -';3,.64' I I , , ~ , „ P ~ R K I ~ G - II , ; l 11 11 I 11•~ 1 1 ~ O`)41 . 1 I , ~ aG'r i' ' I , I ; ~ 1
I i ~ 17 ~ 1 1 eA8 1 ,1 ' v „ ,dpi I 4 t v 18 Spaces tv ~ ~ / ` 1 1 ' 1 IY1f11 1 \ \ ' ` ' \ \ \ \ 1 i? ~ \ , \ , 1 g'~~~ 1 / 1 1
I I I {,Y r I 1 ' , \ C T lET /6 n \ \ 1 \ \ \ \ \ \ , ( \ \ \ \ \ \ I ~ ~ ` INLET ~Q Z 1 1 ~ ~~1° t t' ) ) ) > ) ) ) \ \ \ \ \ \ \ \ \ \
\ i ALH.'V' I \ PROPOSED /40~ dl I )i 1 ~ \ \ I ~ t 1 \t' \t' \t, \ , \ )t \ \ . ,a `y 1 i AIL 1 ( I 1 \ Y\ Y v n ^ Y ~ \ I 1 , r \ \ 1 \ SF 1 D~d , 1 I 1 I 1 1 - \ \ \ \ v' C \ \ \ \ Y` I r I 1 ' v v III k3,24D I W , v. v v 1 ~ vv vv v v v v v v v v v v v v v v v v ,I I , r I , I \ t \ \ \ \ \ \ \ \ \ \ \ , \ ii ~ EIP ZONING CONDITIONS: r ,ry q i / ~ q ~ ~ \
~ ( \ ,\I, I ; I _ I I 1 \ \ \ \ \ • \ \ \ \ \ 1 1 I ` III I Z \ 5q ~ ~ i ` , ( ( , t ~ ~ , y\ \ \ \ \ \ a ` 1 ' I~ ~ , / ; , 1. ALL OF THOSE USES PERMITTED IN THE SC DISTRICT TOGETHER WITH THE FOLLOWING;
\ I I , ~ O 8 i I \ t ~ \ 17 Space3~ \ 1 r' I I. 1 11 t o ~ I , r. \ ~ I v vv v t vv v t 1 v A 1 1 t r V v v I 0 ~ I ~t ' ~ ~ SPORTS INSTRUCTIONAL SCHOOL• SPORTS AND RECREATIONAL CLUBS-INDOOR; NURSING 1 ii~l i ;x.; ,
, 1 v t> I ~ v A ~ t \ r a>xtl ~ \ , II ' I i \ I 1~1 \ \ 1 t t , ` I , , 1 I 11 ` -I r Y'om` ;1 1'~ ISSaces _ t , a; ; III, / ; ' ~ AND CONVALESCENT HOMES; SPECIALTY HOSPITALS; AUTOMOBILE RENTAL OR LEASING;
1 \ - \ \ \ \ \ \ \ \ \ \ \ \ 1 \ t I I 1 I ' I 1 , , III I _ _ Al I CURB l ' i l~ \ \ t \ \ \ \ \ \ \ ? \ \ ` \ , l \ 1 I { I i .e~ ' I AUTOMOBILE REPAIR SERVICES-MAJOR• FUNERAL HOMES• FIUI~IVITURE REPAIR SHOPS• " ~ a / 1 BULIDING MAINTENANCE SERVICES; EQUIPMENT RENTAL AND LEASING (NO OUTSIDE
t \ , r I I , I I 4.5b l 1\~ \ k) ~ \ > \ \ ~ ( A \ \ ( I 1 , I ` I r 1 ~ \INLET • ~ ~ 3t .4 ( t ~ \ ^ ~ . \ ) ( t I I m j !0 ~ h ~ STORAGE); MOTION PICTURE PRODUCTIONS; PEST OR TERMITE CONTROL SERVICES;
! III [c~ ~.1~~/['p 1 1 \ \ , \ Y Y' \ Y I \ t I I \ 1 l I I ' ( 9 \~DP^'J I I 4' _'~1 \ \ J ; ; \ \ \ \ \ \ \ Y' I 1 1 ~ ' U I f' I .--'-':.'a , \ ~ 1 lA"'- 1 It \ \ \ \ \ \ \ \ \ \ 1 \ \ ! I Q ' r II 1 i l _ - I , v vp , PR P6' ~ ( 1 t • ~ v v v ~ v v v v v v (1 v v, v `vI ~ ( , I ~ ASPtIAT r II ; ~ ; ~ ~ ; ; ' ~ TAXIDERMIST; GARDEN CENTERS OR RETAIL NURSERIES; MOTORCYCLE SALES;
, ~I I I , 1 \ 1 I 000 t ! ~t~ \ t ( \ \ \ \ a I I - 1 r WATERSHED DATA: POND ~ ~ II t I ` 1 t 1 \ is S aces ` I I ~ ' ' ' / CONTRACTORS (NO OUTSIDE STORAGE); EQUIPMENT REPAIRS-LIGHT; VETERINARY ~ II i~ i' il/ i e ' , r , i
/ -li ~ I ~ jj ~ ~ 1 (\I I I t 1 .K. NAIL \ p vv 1 tt I o ' e I i~r / IIII / 12 I r 1` ( J I t 1 ' '1 \ 1 \ I N 1 I/ WATERSHED NAME: NONE , , p , \ z c T. \ t I I _ I , ' ~ ' I%% ~ aP % SERVICES; WAREHOUSES (GENERAL/STORAGE ENCLOSED); WAREHOUSES (SELF STORAGE
' 11 l 11 o, ' E%ISTING) \ \ ~ O I L ' ' ` It 17 S Dees \ I \ I I r r' CLASSIFICATION: NA ~ ~ J , / IIII N 1 t \ ((\t°m 9 I ~ , 1 t \ \ p I t I I ~ ' , I~ -,I II ~ I t STORY BLIILWNG r ASPHALT \ \ V0~ I i I I ` \ \ \ \ \ \ \ \ \ \ \ \ \ I 1j ~ /B:L'D' ~ . WITH PITCHED ROOF AND ON-SITE MANAGEMENT).
TOTAL AREA: 17.36 AC. 11 II ' r , I 1: i \ \ \ \ \ \ \ \ \ \ , \ I 1 II/I ~ II .P I l PARKING ` (~.m I ? ~ V \ \ \ \ \ \ I I ~'f ..11 , I i A ~ 1 1 1 , x I 1'. ' , 1 I \ \ \ \ I , I % Vii, , i r / / ' / 2. NO BILLBOARDS.
DRAINAGE AREA TO POND 1 6.12 ACRES Iii ; ~ 11 f I ( \ ,f ' ~ cuttQcNLET t r ` ~ \ ; ~ ~ ) k 1 ' / ' II r II, I{ ~ \ I I , I i ~i "°~"'d / ~ • Y v ( Y \ \ \ ( r Y' \ . \ , 1 \ < Y' \ , I I 1 j / ' / ' / ' ' ' _ 3. NO INOPERABLE CARS SHALL BE PARKED, PLACED, OR STORED ON THE PROPERTY.
ONSITE DRAINAGE AREA TO POND 1 4.85 ACRES II" n " ` I ' \ t\ ~ \ Y\ ~ I ' ' ' 11 i4 I I ~ II 1 1 I , I ' I ~ ~ , `Y2'?? ' \ \ I i 1 ~ / ) Iltl II ,I ASPHALT I I I ' r ' ~ \ \ \ \ \ \ \ \ \ \ ' ` \ \ \ J I / , ''rah 'I+ ~s?%%". ' ~ ~ "yi' , ~ " f , 4. THE FOLLOWING CONDITION SHALL APPLY TO LOT 1(8.237 ACRES, MORE OR LESS) AS ~ c~ ~ / I ~ ( SHOWN ON PLAT THEREOF ENTITLED "RECOMBINATION PLAT, NORTH CHURCH
to I / I i ~p / ~ OFFSITE DRAINAGE AREA TO POND 1 1.27 ACRES -la n + u PARKING L_ , I , ~ ' ' n u,~ 1, ~ r , SBP32'0 ``,a ~ is spec MANFI ; L__ 7o.d ~/~i!',,%, If` pv',~ II „ , _ t. 0'~,. ~ ? StORAt OLE /12 - td,? , ~p?~"'~..,,,. ; ,r' ; ~ / ~ ,'r ASSOCIATES" RECORDED IN PLAT BOOK I25 AT PAGE 56 IN THE OFFICE OF THE REGISTER OF
ONSITE BUA TO POND 1 2.49 ACRES -II _ r NP - - - , 11 / 'i"M.H. 'i, - r _ 0.51 ACRES _tl ~ n h _ - ' r ~p i- 'NIP ~ I / A R~_ i~ REBAR: '-"'t(3'~''RC.P. ~ BR e~ ; J ~ DEEDS OF GUILFORD COUNTY, NORTH CAROLINA: WITHIN ONE (I) YEAR OF THE DATE OF
OFFSITE BUA TO POND 1 ,t - ' I1 / ~ ~`brYYYY YYYYY WYY- i 1 1 , I % R ! _p ` .-iL--_._- •------'~,71~, I 8u n t~----- N g ~ ~ - - _ - - TOTAL BUA TO POND 1 3.00 ACRES 'I;; 11 REBAR YYWYYY ' 'YYYYYYY{rMYYVV(--'---~-- I ; I - - L-s ~ tt=3_ - . _ -"'~iwawwwwert7p~,ab etM+i"w''' , I ~ ~ 1 ~ REZONING, LANDSCAPIAIG OF THE EXISTING SHOPPING CENTER WILL BE ENHANCED BY: (i)
NII 1\ It', 7777777----- -V ywvY-..__%~1,VYYYYY~ 7 777 7 7 7 77.,_-- ~ I I , ~ \ ~ - i ~ / p _ IIII [f1 I1 - / • PFIALT ORI'h , , - ' - - - _ C'p?" ~ ~ " - I t I ' ~ ~ ~ ~ ~ ~ THE PLANTING OF A WAX MYRTLE HEDGE (WITH A MINIMUM SIZE OF 24" IN HEIGHT) ALONG
` ORM NANNd,E j13 \ t / ( t I DRAINAGE AREA TO BIOCELL 1 1.94 ACRES Sul Ila~ \ _ - I / I <<, APPROXIMATELY 300 FEET OF THE EASTERN PROPERTY LINE FROM ITS INTERSECTION WITH
_ S I ONSITE DRAINAGE AREA TO BIOCELL 1 1.94 ACRES a It _ ' IIII II 1~ I _ - 1 t , , ' 1 \ / /1 y~ 1 I 1 , \ \ \ ` 1 I ' ~`l° ~ / ~ ~ ' ~ LEES CHAPEL ROAD; (ii)13 CREPE MYRTLES SHALL BE PLANTED ALONG THE TOP OF THE I ~ , / , ' ~
..t l I I - _ - ~ SB~r- e - \ \ \ 5 l 1 I I / \ I I , \ ~ \ 1 I 1 OFFSITE DRAINAGE AREA TO BIOCELL 1 0.00 ACRES Nn I I - _ - \ 1 11 , / ~ o , 12 \ ; , , 11 I I - \ I 1 , ' ' 1 I % t x I O ( ` \ tC \ ( 1 to I I ~ , ~ SLOPE ALONG LEES CHAPEL ROAD; AND (iii) SEVEN (7) PLANTED ISLANDS CONTAINING OAK
ONSITE BUA TO BIOCELL 1 1.07 ACRES flii 'I - - ' _ ~ ~ / i ~ ~ ' - ~ ' ) c~ ' N\ s s\ i ~ ..,I I ~ - ' 860 ` , 1 ~ 3 I ( \ Q \ \ ~ I, RESnR l ; % / / ~I TREES AND LIRIOPE SPICATA AROUND THE BASE SHALL BE CONSTRUCTED WITHIN THE ! . ~ ~ PARKING LOT.
OFFSITE BUA TO BIOCELL 1 0.00 ACRES Ib, ; REBA r e~' / r r' , ~ ; I \ ' r ~ ~ ~ 5. NO ADDITIONAL CURB CUTS SHALL BE GRANTED ON LEES CHAPEL ROAD AND CHURCH
- 11 I I RETAIL . 1 . , Ihl , r ~ i r ' r I r l , ~i \ /J ' , \ ~14•~0 sFt I ~ r I TOTAL BUA TO BIOCELL 1 1.07 ACRES 11 I v / i r i r 1 I 1 1 I I 1 1 ti ' I I STREET FOR LOT 1.
It I r r / , / 1 FfEs I I I r ;
\ \ l I 1 1 f DRAINAGE AREA TO BIOCELL 2 1.42 ACRES i / ~ ; ; i / r r ' rl r i . I ,'I ' l ` v ` ' ~ ' ' ' r r l l ;r , I I CURB d1ftE'f p3 1 ' ' I I ' I ~
I 1.42 ACRES Iii i g ~ ` / r' / ' t , ~ / , \ ~ COG 5iD#403 i 'I 'i i i r` ONSITE DRAINAGE AREA TO B OCELL 2 ~ cuR6 INLET y , I / ~ ~ , I~j COG S1Df41~ i i i / r' r ' ~i r f I r i II i \ \ I t r ..I T~ , , / r r/ I II, ~ r I 9 v I I I I I / r i 1 I / 3 0 I I ~ GRAPHIC SCALE
OFFSITE DRAINAGE AREA TO BIOCELL 2 0.00 ACRES ' ~ ' I ' 3 ' I I I I}I ' ~ ' D J r ' 1 I I ~ 11 i , i CU INLET K c , ~ , i
ONSITE BUA TO BIOCELL 2 0.78 ACRES +I ~ , ~E_ X6.5 / la ~ c~sTOA+~, I I I I ''I I$ , 60 ' , , J / { 1 1 , \ , , , e l , 1 1 9r' I l; t I iE ~ OPOSED i 8`•~ ' ro ; / ~D / ~ , ' / • ~I 1 ~ ( 13 I I ~ I ~11R8 I 5 I I m I I ~ ` ~ i ~ I ~ I so o ~o so X20 2ao
OFFSITE BUA TO BIOCELL 2 0.00 ACRES I , I ,xZ \ ~$7p,IRANT ~ 0 i i ~a'~gg 'p4 ~ ;1 10p A ~ \ i i ,COG siq/403 i I RI I Ifs ~ p ' i 12,9`•~~ ~ b ` I '171 ' ~'E~T ss ` I I I j 1 1 7m7nru'~nnYUlm TOTAL BUA TO BIOCELL #2 0.78 ACRES w ' / wmunur~nnnuunu¢,,,,,,,,,or„ uunr bnnmt~,uwam„,„nnn~,~a~p \ / ~ , , I 1 , ~ , , ~ ,P~~,,' _
I~ ~ I li W rri~ -f FE= 854.00 ~ t ~ i r rr r r i r I I I u1N1 123 PA(£ t I I , o ' , I I I ~ t4R~ _P,~u,~vntA~ iOCATICN) \ \ ROp. REf ( 1 I I I ~ , 1 18 86' ~ , r r I I ~ I i f (NT^""-- \ \ t '`NI'1TNG W I I I I li Ig I IR01 p ~ r b I ~ \ \ w I I ALL. I I I
I I IS ~ k °ie / ~ , r , l , , N \ Oe ~ 1 ~ - 1 I , , r ~ / (IN FEET )
1 / - a~ IR ~ ~ % r r / ; . ti Erm erns i~RE To nLtow . t. I I \I / ~ ~ I~i i',A r, ~ / 1 r' / ' t RUNOFF FROM Pt1RKING LOTAND t - , - \ 1 1 inch = 60 ft»
' ` ~ / / ~+y~ lE N / 846 , / , r l` , r It I i r rl I if I BUII.DING TO S11EEl' F1A9V '1 ` I I I I 1 +I ~ ~ / r r I r / Ipp TO BIO-CELL #2 , ~ , ; - - ~ - - 1~ PROJECT TITLE:
- Irl IA b 66' / / r r ~ l r r , I I ~ v , O , ~ I 1 } tl Ixu ~ i rr r r ~ II I r \ { I 1 I I I -tl la ~ b M1 URA T- ' r r I t nugp,°91 rrrr / q~ INLET 8r r l r r ' ~~11 b l 1 II I 1 I. ~ I ' - 120 WIND ROAD & 3800 NORTH CHURCH STREET I ,E~a > / e
I I Ipl I ,W ~ ~ uTtllttt rI ' ~,2 CdG STD/403,' r' r 1 r rl I I 1 1 UI B .00 ~r pr , , r I i/ ~I , i 1 , I I 1 r J I I I I 1 ` ` ~ I , ~ • ~ - MOREHEAD TOWNSHIP GUILFORD COUNTY
1 IIII I -1 r, J qrr / '88. , r ,1 / rl ,m I 1 ~ 7 I I I I 1 -0 t 80' rr / , , , r I I I , , r , 1 1 p I I '7 r , , r' f I r I ~ , r ~ I I , 'S ~ GREENSBORO, NORTH CAROLINA
I ~il ~ I Z , STD ' r' r r r l ' rl I I r j ~ ? 9 ~ . 4q I r r r r/ f J I I / ti 11 I / ,P , / r ; , j oW \ , _ _
LEGEND : Ilu ' t r' ~ 'i 1 , r r r n 1/ r M I I I j ..tl i t / '~i . 8' ' r l r r: r ~ i/ ,r , m I l y ~ ' APPLICANT/OWNER/OPERATOR: _ , ,
~ a r , ; PROPOSED I \ 0 -EXISTING IRON PIPE II I ~ CURB a~LET #2t , . ~ ~1 ~ I ? I CU INLET 22 #403 ' i--- r 1 I ? 'CURB IN 9, r r '~f \ 1 ® -NEW IRON PIPE ` ' ~ ~ ~ ;s i°~` ` ' r l ' , i EI®-CELL #2 ' •k+'.' , I - ' KOTIS PROPERTIES
I IIII I I / ~ 3' ~ „ t I 0 JT^ I 1 , ( - ¦ -EXISTING CONCRETE MONUMENT 1 u I / - _ _ _ ~ 4 r % „ v 1 1 ' ~~II I 1 tr i+'~/ r / / 1 \ t \5 1,'' I 1 L ~ c.+rt _ 1500 MILL STREET, SUITE 105 a
® -COMPUTED POINT II,I I Ix pn, - ` - ' r , _ ; - - mr UTILITY POLE tl ' ii i _ _ / _ _ ,i r / ` Y,i~ \ ~ y ~ _ _ ti ; GREENSBORO, NC 27408 ;.~•r-"-~'""'""'y ~ PHONE: [phone] FAX: [phone]
- - ~~ii i Is ' ' - ~ ' r I - j i' ~ 1,~-47a~ I ~ ~ ~ ......`.r.. - - , - OVERHEAD UTILITY Ix I _ - 9 _ , - - , ? -TELEPHONE PEDESTAL Ilii i I€ , _ m ~o, , ' / ~ 5y424 W'~ 3~'~ --tcc=-c_~-_-_- r - - i r,... _S_r-- - - r 1 e r _
_ N~_ FIBEROPTIC MARKER ' 1 ii i ii ..._-G---'`~"4°'~-~-,~-'- t ' , ' ~ utu -F' , c~-----_--__+- ~ _ e.c. - ~ CIVIL ENGINEER:
R/W -RIGHT OF WAY 1\ , ,9 I Is 5 24 / ` e,e~ ( I I A~ , r I r 11 I IT 11P~. ' t7 yL C.LY - I Vt+l/ r , DB -DEED BOOK N.GC.~. NONt1AlENT •WHARTTJN•' "N89'09'S4'W ~~p I lE; r / '~--_..---••-""l / ,a . _ ; ' i ~R J ' _ - j
PB -PLAT BOOK N.0.0\ 83 GRID COORDINATES I, 1450.30' (11E) Ilil i t=' I' l / / / ~ - - --v-°--__ t I I -1-:: - ~ r PG -PAGE N=6s7sea.BO2Y _ . _ . _ . _ , - n I I~ I °-'r._.- - ~ - - - , / / - _ _ -6:::::::,..•-- - ~ ..~+"Y"pj711
.'785.431.0162' ~ 'I( I t / , , \ ¦ - FlBEROPTIC BOX N.A.V.D. Z~B ELEVATION=886.776' ii, 846-'-""~'j Nt' V1 !xG ---------T I I ; I~ _ -%z'g'.G , ( N01 T OP. ` I 1 r - ~ ~ D ~m~~ I; ~ - - EVANS ENGINEERING, INC. e o,~
RCP -REINFORCED CONCRETE PIPE 1 ' I ` , 1 ~ ~ \ ` " \ \ 1 1 1 MH M OLE ` , ? 1 1 tl,\a'~ ` - i RO r ~ ~ ' \ I t 1159 ..-k-"-" I 1 1(Y 11tV _ -.G. :::::u:e. G.I. t \ \ 1 , 1 r lull r , t 4609 DUNDAS DRIVE ~ I ~ GREENSBORO, NORTH CAROLINA 27407 "
\ uk--- - I r ; - ~ - , EXISTING FIRE HYDRANT ~ - u I `.",w, `~,,~ewwwNV I - I I , - ' " ' - , ' \ \ I ~----------T----- I - \ r \ ----...-y - - t ~ I 1 " 1 _ _ 1 1 I I 1 1 PHONE: [phone] FAX: [phone] ~ ~ $
p I P.K. NAIL , I , I I , c \ \ r I I - _ - TT \ - D -MAIL BOX II I , II I % ~ i r ,~Z-..w, - i ' \ \ ~ / MB I \ tl ; . , _ PROPOSED'" - ~ - I I \ „ , , 7g ,i , i \ , p ~
BIO-CELL #1._---- - WATER METER , t tl r ' _ I ~'`4~.RCP I 1 , ( I \ 1 I \ , ~ x
1 1 ? r - ~ \ I / INV W~' 677.77 i 1 1 \ \ \ I ' \ , ~ 1 - -GUY 4NRE , mu ~ /''1', ~ \ , 1 \ f ; 1 \ \ ~ ri r I ' II \ \ \ \ I 1 I ) II I I . \ \ 1 \ r 'i\ , I I I I I ` ~ ~ ~
-WOOD RAIL FENCE 'I 't iii i ;i i ` v ( ` \ vv . V Iv i' i r f , v ` v A v 1 I i I I v u A I , 1 A A . , . 1 ( \ V A V A I 1 I I I i i / ; , PROJECT: 250-58 DRAWN BY; DF n ~~,(r~ FS: \DRAIMKGS\K0115\NDRiM CHURCH\N CIR1Rpi DESIGN BY: Df e V • SIREET DNq SIiBMITTALDNG ~~~Oa:pyln. A"~6~
SHEET DESCRIPTION:
EIP EXISTING IRON PIPE STORMWATER MANAGEMENT PLAN
N.C.G.S. NORTH CAROLINA GEODETIC SURVEY UTILITY NOTICE fILITIES SHOWN HAVE BEEN LOCATED FROM FIELD FOR CHURCH CROSSING SHOPPING CENTER
R /W RIGHT OF WAY THE UNDERGROUND UTILITIES SHOW DB DEED BOOK SURVEY INFORMATION, RECORDED E RECORDED EASEMENTS, AND EXISTING DRAWINGS. SCALE: 1"= 60' DATE: OCTOBER 15, 2009
PB PLAT BOOK THE SURVEYOR MAKES NO GUARAN i NO GUARANTEES THAT THE UNDERGROUND OWNER: REVISIONS: SHEET NO.:
PG PAGE UTILITIES SHOWN ARE IN THE EXAC IN THE EXACT LOCATION INDICATED ALTHOUGH HE KOTIS PROPERTIES 2
EX. EXISTING DOES CERTIFY THAT THEY ARE LO( 'HEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM 1500 MILL STREET, SUITE 105
BLDG. BUILDING PROP. PROPOSED THE INFORMATION AVAILABLE. THE kILABLE. THE SURVEYOR HAS NOT PHYSICALLY GREENSBORO, NC 27408 6
LOCATED UNDERGROUND UTILITIES. VD UTILITIES. PHONE: [phone]

STAGE-STORAGE TABLE FOREBAY STAGE-STORAGE TABLE PLANTS k MIXNRES PLANTING RATES/ACRE PLANTING DATES
6EYAIXM IAEA fg1 wX,AA: (0ij OAt, vauX~ !rF) N 1 TI TALL FESCUE 106-150 l85 AUa. i5-OCT. 15 (LOw YARIIENNICE) FEB. +S-YAY 1 4TEMENT OF POND AND OAM SAFETY
43tl EtEVA71aN AREA (STS VOLUME (C~ CUM. VOLUME (CF) 0 _ o ENGINEER STATEMENT OF POND 829.50 286.90 4TER POND AND DAM SHOWN ON THIS PLAN SATISFIES ~~a ~ Auc Is-oat's
\ 829.50 2,513.49 0.00 830.50 514.38 400.64 400.64 EIEV = 834A0 ^5' MADE THE STORMWATER POND AND Di O 1~_ra ELEYA,X», s s~e.n ~ CLASS 'B' REQUIREMENTS OF THE NORTH f ~ - 2,954.22 831,50 784.13 654.26 1,054.90 RIP-RAP 1967 AS AMENDED THROUGH 1' S OF THE NORTH CAROLINA STATE DAM SAFETY LAW OF """w"""~ t'-~"Y' o
~ 3, i a 830,50 3,394.95 2,954.22 73oso as5sso s.F. ( °Q'"' _ ~ ~ 3,863.96 832.50 1 126.16 860.15 2 015.05 ? AS PRESENTED IN THE NORTH [ ENDED THROUGH 1995] AND THE RULES AND REGULATIONS TALL n a ,06 uas a FEB. 1s-YAY i a° :D IN THE NORTH CAROLINA ADMINISTRATIVE CODE TITLE xaeE OR Rp$AY u~mEZA zo-zs,es tscaaFm sED Fm SvA~c Auc. Is-ocT• +s
~e'45 831.50 4,332.96 6,818.18 1,318.31 a ' C.F. STORAGE= 15A, SUBCHAPTER 2K -DAM S PTER 2K -DAM SAFETY. EVEN IN THE CASE WHERE THE a uwscARmEO Fab uTE FALL a wwtEn) ON THIS PLAN IS DETERMINED BY THE STATE TO BE EXEMPT TMI. itSWE a So tes a NOV. ,-FEB. , ~ I ROB
~`r ~ 4,830.24 833.50 1,510.46 3,333.36 829.50 82950 2,954.22 C.F. 800442 S.F. DAM SHOWN ON THIS PLAN IS [ r,~ 832.50 5,327.52 11,648.42 834.00 1,722.21 808.17 4,141.53 ~I~I FROM THE ABOVE N01ED DAM w~,6n sao x' Fn.TER \ ATM - I~I Ir F DESIGN ENGINEER, STATE THAT 30VE N01ED DAM SAFETY REQUIREMENTS, I, AS THE QUALIFlEO ao,~/„~ (UNSCAanEO) w PqE~' v
FABRIC UNDER PoP-RAP t//~~ oREWAL s°• ~ 5,853.08 SAFE AND ADEQUATE FOR THE LEER, STATE THAT THE POND AND DAM ARE DESIGNED TO BE w ~ z )EQUATE FOR THE PROTEC110N OF PUBLIC HEALTH, SAFETY, TAU. FESaE a eo tes a our a AUGUST w DES }
833.50 6,378.63 17,501.50 $AFFLE -RIP-RAP SECTi~( WELFARE, AND DOWNSTREAM PR Channel Calculator M°~' °~D 6,932.46 THIgQIE$5.,e' NT$ MENT AS THE DESIGN ENGINEER D DOWNSTREAM PROPERTY. I UNDERSTAND 1HA7 THIS STATE- ~"N "~T x ~ :DESIGN ENGINEER SHALL NOT RELIEVE THE OWNER OR ~ sY6At~+ASS ('AUF' a sw"Na+ASS Yusr eE xEVi Ai ,o-azry ~
Given Input Dota: ~ ~-RAP 834.50 7,486.29 24,433.96 OPERATOR OF THE POND AND [ " THE POND AND DAM FROM THE LEGAL DUTIES, OBLIGATIONS, TAU FESpIE 9 m Y3S a N6Y. +-JAN. JO ~ N ROPO ~
Shape Trapezoidol 9,536.59 AND LIABILITIES ARISING FROM , Solving for NA 835.50 11,586.89 33,970.55 E5 ARISING FROM SUCH OWNERSHIP OR OPERATION. RYEpPNN rs IBS (RYGRAM Mm eE xEPr Ai Io-,zD o ~ da~RC w
flow Depth 0.26' 12,263.24 oomaN eEwemACeASS a U35 (xlRim) APRA. ,5-,EmE m z gt`'OP N YAND ROAD ,s-zo ,es (UaauuED) FEa a-MaRCN 10 v
Slope 0.0125 ft/ft 836.50 12,939.59 46,233.79 Manning's n 0.030 13,644.22
Bottom width 5 ft 837.50 14,348.84 59,878.01 Left slope 0.3300 ft/ft 7,355.88 SEEDBED PREPARATION ~ a ~ o
Right slope 0.3300 it/ft 838.00 15,074.67 67,233.89 t. slap THE AREA io ~ sF.E~ ro A YNRAlM aEPia1 D< 4-8 NCH3. ~
Com uted Results: Dam Safety Note: P Note: Z REYOYE ALL ~oosE R«x. RooTS, EIC. IEAwNC SiRlFACE Taroom AND uravaA ~ W
Flowrote 3.09 cfs in accordance with GS 14 Velocity 2.06 fps Safety Law and NC Admir e with GS 143-215.25A and 143-215.26 of the NC Dam ~ ~°'"'R'"`°"~Y"'° Z
Ind NC Administrative Code 15A NCAC 2K .0200, the "~~""`~Y°BEP~E°At~aow`rt~~Ea~A'nLY"n'sEE~ EOtNaffNT aR aA.T~ACI(AFTER sEEDTx. safety Office has been/will be contacted for determination ~ 'mY s ANO~R DENNY ROAD
EMERGENCY SPILLWAY CONTROL SECTION state Dam Safety Office of the "exempt status" ipt status" (with respect to Dam Safety Law) including
NTS hazard classification of tl fication of the proposed dam. '~,~a'SO6" ~'/"~EYZ~saNATE
YUICH- 1.5 TONS SMALL CRAM STRAM/ACJE (MPROb1ATELY •D BAIFS) ANCFI~- CRAB STRAP RI10 SOA. tlA1N YAdlIE DR 1AIX MiH U01AD ASRIALi
AT 100 GALLONS/ACIaE oR EIMSFikD ASPHALT AT,ao GNLdIS/AfAE VICINITY M A P
14.30' ~ ` ~ I I I I ' I I ~ No scaLE
- Q ~ \ / /T\ \ I I ~j ~ I f I ~ I CONCRETE ANCHOR DESIGN:
- ~ I I 1 I I ~ ~ I oEPTx . o.zs' I ~ RISER DIAMETER= 24"
\ I I I I I ~ i I ' / BARREL DIAMETER= 15" VOLUME DISPLACED = 31 Cf TOTAL. DRAINAGE AREA = 6.12 ACRES
~ ccoTOrn~ I I I ~ ~ 130 I ~ w/'N~Pon 6ao X' R7ER t6+ooRrER uNDERIkATH \ I ~ BOUYANCY FORCE= (31 CF)(62.4 PCF) = 1,935 L8S ON-SITE DRAINAGE AREA = 4.85 ACRES
FABPoC UNDER RW-RAP \ \ ~ STONE I I I I I i ~ 0R EWAL 5.0' ~ I I VOLUME OF CONCRETE REQUIRED= 1,935 LBS/ (150-62.4) = 23 CF OFF-SITE DRAINAGE AREA = 1.27 ACRES
hannel Calculator IBP RAP , I I I Q C FACTOR OF SAFETY = 1.5 23 X L5 = 35 CF PROPOSED BUA DRAINAGE TO POND = 3.00 ACRES (49.02 SIZE=5'X5'X2'=50 CF
C aso • e', TNIGaJESS . 18' I I I I I USE CLASS 'B' RF-RAP I I I Given Input Dato: I I 6 PERMANENT SEDIMENT STORAGE:
Shape Tropezoidal I ~ I I I I ~ I I REQUIRED= 1/8 AC-IN/AC x 6.12 AC DRAINAGE AREA = 2,777 CF
Solving for NA I I I I I I I Flow Depth 0.26 2 I ~ I I I I o ~ BOTTOM ELEVATION = 829,50
Slope 0.0125 ft/ft j1 I I I I cP ~ I I I I Monning's n 0030 I I I I I I c- DuPHRACM TOP ELEVATION = 830.50
Bottom width 5 ft y I I I Cou.ECroR APES To gE A51M C-33 SAND IF IS IL PROVIDED = 2,954.22 CF I I /~jn CAPPED ON BOTH ENDS s,~' FROM FlNE GRNN OR CLAYEY 9GILS)
Left slope 0.3300 ft/ft 1 I ( I Right slope 0.3300 ft/ft I I I / It+~°•,I PERMANENT WA1ER QUALITY POOL: 4-Rape SOLID wALLFD SCN am PVC FlPE 3.0' WATER QUALITY POOL DEPTH N1TH APPROX. 50% B.U.A. AND 90% TSS REMOVAL
~ I ~ I I Com uted Results: ~ I I PFlowrote 3.09 cfs I I ~ I I I I DacHARC~s TD DAYLIGHT rta pStlPATOR. REQUIRES 3.0% SURFACE AREA I I , vARMIt SCREEN to BE PULED ON ENDS REQUIRED = 3.0% x 6.12 AC x 43,560 SF/AC = 7,997 SF
~ I Velocity 2.06 fps " I I TOP ELEVATION (AVE. DEPTH = 4')= 835.00
I I I EMER ENCY SPILLWAY ~ PROVIDED = 9,458 ~
EMERGENCY SPILLWAY EXIT SECTION ~ II I I ? ~ I I 5 WIDE; U E CLASS B RIP-RI4P I I I ~ PERMANENT POOL AVERAGE DEPTH:
NTS EE DETAIL I I I ~ ~ i I I ~ BOTTOM ELEVATION: 830.50 TOP ELEVATION: 835.00
1 I I I I I 4 ~ d - I I I 1 SURFACE AREA AT TOP: 9,458 SF PERMANENT POOL VOLUME = 9,456 SF + 3,394.95 SF) / 2 X (635-830.50)
OM C VALVE KEY ~ 1 I ~ ~ ~ Ot~ FLOW N PERMANENT POOL VOLUME = 8,919.14 CF ` ~ 1 PERMANENT POOL AVERAGE DEPTH = 28,919.14 CF / 9,456 SF = 3.05'
i l i o o /~ND OvE I I I R p_~ R
NEOPREN GASKET i ` I / OOIV ~ _ I I / o ~ P N 10 WIDE es ~ I / 0 0 838 O~ C \ ~ ~ TEMPORARY WATER g1AUtY STORAGE VOLUME: ` S~ ~ FOR 49.02% B.U.A.
STAINLESS STEEL BOLTS ~ - - - - - - - _ VEGETATED I a 1 ` ~ ~ o I i SHELF sA sA ~ ~ n Rv= 0,05+ (0.009)(as.02)
o , ~ ~ o roP I ~ - e I 1 l i I p~ ~ V ~ El. ~ Ig OAM I n S M Rv= 0.49118
8" BOTTOM DRAIN 837 8 38'0p RIP- P A \ ~ .s 3s RA I ~'d i _ I 15 ~ r 1 VOLUME REQ'D.= 1.0 • Rv " DA = 1.0. 0.49118 •6.12 = 10,912 CF a-RacN soup waLtED saa ~ PVC FlPE t2
0 0 ~ / ~ P ~ a ~ - AD I ~ \ t / I 3 _83s.5p I \ I ~ I ~ ' v°fw,~ ~ T~oFl~W pN ER~DS WHERE DA = DRAANAGE AREA (ACRES)
FLANGE \ ~ /i I - _ \ ate , a-RR;H No 2O i~• 1roLUME REQUIRED = 10,912 CF
FRONT VIEW SIDE VIEW ` ' / ~ i I 4~°~-- \ ~ ~ ~ ~ BOTTOM ELEVA110P1 = 835.00 to COLIECEOR FlPE ~ ~ ~ ~ , TOP ELEVATION (TOP OF RISER) = 836.10
, 'o / 35.0 I s• I BOTTOM DRAIN & SHEAR GATE VALVE r ~ ~ .5 [,a ( ~ I
~ i \ ` NTS ' / r 83 833.50 I ~ ~ ~o ~ 1 PLAN VI~ PROVIDED = 12,017 CF
{ ~ i ~ i 5 v '1 1 ~ PRINCIPLE SPILLWAY: ~ EI P
CAP. I / I ! `~.8 \ TRASH RACK I I i ~ gap 31.5p l ~ ~ ( gp \ 1 1 , DESIGN STORM=10 YR, 24 HR STORM
6' X 6' FACING I I ~ ~ I t I , + RISER= 24"
3s' Ow. oN sARS ~ ~ 829.5p 1 ~ I ~ ~ I 3• ~ I f ~ ~ I ~ o I 3 BARREL=15" i ~
TOP GRATE 1 1 , BOTT M ELEVATIO , CONSIST OF 1/2" 1 I ) _ I O, 1 3.O' 2 D. NOTE: A 15" BARBELL HAS BEEN CHOSEN IN ORDER TO UMiT
soup ALUMRLUM av! I , I 829.50 - ° I RIP-RAP I s" O.C. EACH WAY I 1 T 168' I BAFFLE i I 1 ~ AnN THE REMAENDERESTBEING STORED INRTHE POND.MENT FLOW RATE.
I ~ 3.1 i t ( I ° (SEE DETAIL I I I ) i lo'
ANTI-voRTEX ~ ® 1 I 0 i SUPPORT PLATES I , 2~ RISER W/ I ° o , (n'P) I I ` N ~ FlLTER IXAFliRAGM RELEASE RATE: N ^ N astAl C-33 SAND IF ON1 ALT 2 DAY RELEASE= 0.014 ft2 HOLE ^ FROM FlNE GRAIN OR CLAYEY SOILS)
~ 36 TRASH RACK ~ I TOP VIEW ISOMETRIC SHOWING ~ ~ 7 / \ ~ 5 DAY RELEASE= 0.008 ftz HOLE
ANTI-VORTEX SUPPORTS ~ t ~1yPl ~ ° ~ / Ij ~ I i o c-' HEAD= 1.10'
CAP. A ~ ~ ~ / TRASH RACK ~ D I ' ~ \ FLOW ~ N HOLE DIAMETER= 1.25" l ~ ~ \ AREA OF HOLE= 0.008 ftZ
1 ANTI-VORTEX I ~ ~ \ I / d- C~ ~ TEMP. WATER QUALITY DETENTION 11ME: 3.30 DAYS
SUPPORT PLATES 12~ ` \ I ~ I I A W ~ a \ N ~ ELEVATION OF WEEP HOLE INVERT =835.00
42' RISER (PW ` \ > I I ~ a 3D I I ~ 1 ~ / ~a O m EMERGENCY SPILLWAY:
LOCKING HARDWARE ' I TO STA&UZE TRASH I ~ / \ ~ DESIGN STORM= 100 YR
GUARD 4 REQUIRED CAP. / ( RIS PLUMINUN LE ,~~°O~ _ - ~,I / WELaNG TO / ~ \ NOTE: A 5' TRAPEZOIDAL WEIR HAS BEEN CHOSEN IN ORDER TO LIMIT \ POST DEVELOPMENT FLOW TO 1HE PRE-DEVELOPMENT FLOW RATE.
~AN11-VORTIX PLATE I I 2a' Du. DETAIL I ` I(~~ / ~ _ ~ \ ~ ~ 0~``Y L ~ ~ a-INCH No. 20 THE REMAINDER IS BEING STORED IN THE POND. sLDTTED sDN eo Pvc a-Bx;w soup wAUm sExa ~ we FlPE
FOR SECURING TRASH RACK 0 / OI I - - ~~6 COLLECTOR FlPE DISC>LVtGES 1n DAYLIGHT IN DISSIPATOR. ELEVATION OF WEIR =836.45 VARMIT SCREEN TO BE PULED ON ENDS
SIDE VIEW TO RISER BARREL ' / 0 ~ \ \ 838 ~ y _ ~ a A~1 / ~ ~ ~ DAM ~ - - CONT3tOl SECTION: RIP-RAP LINED EMERGENCY SPILLWAY _ _ ~ PROVmE s-INC~s of pFrxuaCE 3:1 SIDE SLOPES
0 / ~jP' / \ ~ \ 1. = 838. ~ 4 - - L.1 a BETWEEN + ~ ~ 1,25% SLOPE ~TTOM OF SLOTTED PIPE
TRASH RACK DE A L \ 1~ / 0 Q ~ \ } , . , _ _ / ~ GP / ~ - - _ _ ~ ~ BOTTOM bWOTH= 5'
/ 0 ~5 i ~ MUE - - - _ ~ n= 0.030
P / ~ 15 _ - 0~ I _ ~ _ UN / \ FILTER ~ - - {aR0 ~ \ ~ FIlLTER DIAPHRAGM.. DETAIL FLOW DEPTH = o.2s' ~ _ _ _ - _ NT5 FREEBOARD AND SETTLEMENT= 1.29'
POND MAINTENANCE SCHEDULE / / \ ~ 10 WIDE pN~ ~
~ ~ / D VEGETATED ~ e T ~ ~ \ _ _ _ - DESCIPTION OR / ~ ~ A HRAGM _ _ _ _ MAINTENANCE ITEM RESPONSIBLE PARTY SCHEDULE PROCEDURE / / , / / SHED ~ ~ ~ ~ \ _ - _ _ _ - _ _ - _ ~ _ - ` - _ ~ ! . - - TOP OF DAM ELEVATION= 836.00 l ~ EXIT SECTION: RIP-RAP LINED CHANNEL
_ o RIP RAP - Acess to Pond Kotis Properties Monthly Page 3 i _ / \ ° W ~ _ _ _ - _ Z _ _ - 4 _ _ T ~ $,]5' 3:1 SIDE SLOPES
42 _ _ PAD I 1 5 _ 8 ~ _ - _ - l ~ 1.25% SLOPE
K Annual) Pa 3 / \ _ _ _ _ - - - _ ® / / Dam Top and Faces otis Properties y 9e / \ _ _1,-- = - ° _ _ . - ~ _ 20' POND / \ ~ / BOTTOM W10TH = 5' / I n= 0.030
B.~• 1 ACCESS Gross Cuitin Kotis Pra erties Monthl Page 3 ~ ` _ - = - ~ / / 9 P y _ I i EASEMENT / ~ ~ / I DEPTH= 0.21'
EIP_ z.s' VELOGTY= 1.83 FT/SEC
Ri -Ra Channels Kotis Pro ernes Bi-Monthly Page 3 - = - - _ _ I / / P p P ~-s- - I I I _ I ~ 1 I ~
I I f I Rip-Rop Pads Kotis Properties Bi-Monthly Page 3 I J J I ` _ _ _ _ _ - _ . ~ = f I ,y ' 125' [0
I ~ / _
Rip-Rap Spillway Kotis Properties Bi-Monthly Page 3 ) I / / ~ . _ _ _ _ = _ '---'t ~
Bi-Manthl Pa e 3 / _ _ - - _ = s - Emergency Spilway Kotis Properties y g / ~ / _ _ _ _ _ _y l ~ : ~ t 1.eT5' PROJECT TITLE:
\ \ I 120 WIND ROAD 3800 NORTH CHURCH STREET
Dewaterin Pipe Kotis Properties Monthly Page 3 ~ ~ _ - - ~ , ~ = - _ 9 / _ / / \ I FILTER DIAPHRAGM DETAIL
MOREHEAD TOWNSHIP GUILFORD COUNTY
NTS GREENSBORO, NORTH CAROLINA
3fi' 1RASH RACK- ALUMINUM ANGLE & R00 COVER (9" O.C.) ,tl APPLICANT/OWNER/OPERATOR:
TRASH RACK
T FBA - WITH ANIIVORTEX DEVICE La OUTLET PROTECTION KOTIS PROPERTIES 1500 MILL STREET, SUITE 105
,ae ra - z4 ~ EIEY.. sw.n FuFRaFNrY POI WAY Fl FyATION• 83645 .25 °m, FES# SIZE FLOW(cfs) La (ft) W, W2 Thickness RIP-RAP GREENSBORO, NC 27408
,o ra - x4 NR u>:v.. 63A4z t' S~ ENGINEER'S CERTIFICATION OF STORMWATER QUALITY CONTROL: PHONE:[phone] FAX: [phone]
TCP OF RISER E1EV =836.10 3,5 CLASS B I CERTIFY THAT, PURSUANT TO GENERAU.Y ACCEPTED ENGINEERING STANDARDS IN THE COMMUNITY, IT IS MY
b coNPACTm EANTN Pipe - FES RIPRAP W2 15" BARRE 15" 10.75 12' 3.75' 13.25' 18" CLASS B PR TEMPORARY wATER QUALITY Pool to' MIN. W, 15 24" 20.19 12' 6.0' 14.0' 18" CLASS B TO DEWATERING PIPE INVERT ELEV = 835.00 PROFESSIONAL OPINION THAT RUNOFF FROM THE FlRST INCH OF RAINFALL FROM AREAS THAT ARE REQUIRED CIVIL ENGINEER: TO BE CONTROLLED PER SECTION 30-~-1.12 OF THE GREENSBORO DEVELOPMENT ORDINANCE IS CONTROLLED
e3sa° T-r/a' D(A DEWATERING eai:~o---- BY THI BY A PERMANENT ENGINEERED STORMWATER QUALITY CONTROL THAT HAS BEEN DESIGNED TO MEET OR EXCEED THE GREENSB STORMWATER MAN EM T MANUAL. ~`®11lteetNp
PLACE GALVANIZED B1RE SCREEN ,tl tECETa1ED ~-1
N OVER CEWAIERING HOtE sfrlF 2a" CAP RISER ~ 0E1A1p"' DETAIL -OUTLET PROTECTION GEOTEXTILE LINER TO BE PERMANENT WATER QUALITY POOL ~?"'~`C`A~°j+o®o EVANS ENGINEERING, INC. °°~CAI~ '®ir • HOC®,~y,® 4609 DUNOAS DRIVE •ooo•~• / 0
~,Y .828.6, INSTALLED UNDERNEATH VALVE KEY ~ ~ ~ ~ $I SIN RE o QI-e•O~E~S~uf(~4, GREENSBORO, NORTH CAROLINA 27407 d
8° 80TTOM DRAfN k SHEAR GATE VALVE INV ELEV =830,50 .,o' RIPRAP PAD - x rLANC,E ctrox wtx _ ® A~ti ~ PHONE: [phone] FAX: [phone]-l6~ ~ :Q~ ~r~ 4t®
PERMANENT SEDIMENT STORAGE VOLUME o rAn, xEOPRExE cASaT (TrP) FILTER DIAPHRAGM DA DATE + i ~~°t' ° i ~~773 e r
- BOTTOM OF BARN ELEV = 829.50 (SEE, DETAIL) w ; ~~77.~ ~ ' ~
I~ I I=111-111~I 11= ~ ~ ®ti. . e• o~ PROJECT: 250-58 DRAWN BY: DF I~ ••e•„••••°` °'4°i
CO,XXEIE TO ,n., - rNYfltT OUT: 826.00 nr, nrnu •urur uir-r ~rrr„n nu nn~,n unrr[~. I. ••t._ e~ : H: ~ORAMNGS~KOTIS~NORTH EDIIIRCH~N C4R1Rp1 DESIGN BY: DF R9_ w . V m0®
EIEVATm D2B.50 ~ OF 15 CAP' dAkp~E®o RIP RAP AT OUTLET OF PIPE rG d =8 ; THICKENSS=18' 1'CICMHIVCIV 1 TVE'. 1 UC I GIV I TUN I'UIVU IVU 1 W: \%.%v STREET DWO SUBMITTALDWD "eivy
H ° OF I 1. THE ENGINEER'S CERTIFICATION OF COMPLETION WALL BE REQUIRED PRIOR TO THE AT%,%WinFICATE SHEET DESCRIPTION: OF OCCUPANCY. THE STORMWATER CONTROL IS TO BE INSPECTED TO ENSURE IT IS FUN blUl~lG AS DESIGNED AND
HAS . O% canoe HAS FULL DESIGN VOLUME PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY.
(6) 24° X 6- STEEL PLATES WELDED 2' SECURELY IN PLACE 9.D' ~ g \ \ \ \ DEVI 2. THE PROPERTY OWNER/OWNER'S ASSOCIATION IS RESPONSIBLE FOR MAINTAINING THE PERMANENT WATER QUALITY POND #1 DETAIL DEVICE AND/ OR STORMWATER CONTROLS ACCORDING TO THE APPROVED MAINTENANCE PLAN AND AS DIRECTED BY THE
4" SOLID WALLED SCH 80 PVC PIPE 6• CUT-OFF E%CAVAIFD GOV GOVERNMENTAL OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION.
I'~"a' ENGINEER CERTIFICATION NOTE OF STORMWATER QUANTITY CONTROL N n~xx DAda10.ED AND CawACTED 4.a ~ ~\\n\\ ~\\,~\\n\\,~\\ ~\\n\\n\\,~\\ n\\,~\\ 3. T 3. THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE CITY OF GREENSBORO SCALE: 1"= 20' DATE: OCTOBER 15, 2009 WATERSHED ENGINEER WHEN THE PERMANENT WET DETENTION POND SITE HAS BEEN CLEARED AND THE REVISIONS: SHEET NO.:
24" M7H LOW Pahwmmm Sm IF d50 6 OREATEW THEN Y. PROVIDE WAT A OEOIEXTU I00EMMM OR 1"(Wt) THE STORMWATER CONTROL STRUCTURE(S) SHOWN ON THIS PLAN IS(WILL BE) PON POND HAS BEEN FIELD STAKED.
WASHED =W DEWMI& ,2 35.M, ~ DESIGNED TO REDUCE THE POST-DEVELOPMENT 2-YEAR 24 HOUR STORM EVENT a, T AND THE 10-YEAR 24 HOUR STORM EVENT TO PRE-DEVELOPMENT RATES. RIGS 4. THE GOVERNMENT OFFICE HAVING JURISDICTION FOR WATERSHED PROTECTION AND THEIR ASSIGNS HAVE 3 RIGHT OF ACCESS TO THE PERMANENT WET DETENTION POND FOR INSPECTIONS AND MAINTENANCE
ENFI ENFORCEMENT.
NOTE: ALL PIPE CONNECTIONS ARE TO BE WATERnGHT. SECTION TNRU BERM AND SPILLWAYS 6
C.A.P = CORRUGATED ALUMINUM PIPE

0 0
w
SITE ~pPp ~
v w paP z
~ ~rf.`'
w P9
~ ~aCH ~ w o
Z P15pP N WIND ROAD x
U K 7
U ~d O
a
N_
DENNY ROAD
VICINITY MAP
NO SCALE
i
10'
10' TOP OF
~ TOP OF u', i DAM ! DAM ~
~ i
i s ! RIP-RAP DINED
i EMERGENCY SPILLWAY
~ 838.00 838.00 I ' (SEE SHEET 3 FOR DETAIL}
100-YR STORM ELEVATION_836_71
- _ 4 EMERGENCY SI ® _ _ _ 10 YR STORM ELEVAT?ON: 836 2 _ _ _ _ - EMERGENCY SPILLWAY: 836.45 ~ 25~

TOP OF TOP OF RISER
STORM PIpE #15 24 RCP INFLOW 836.10
835.50 _ 835.50
1Q. _ _ _ _ _ PERMANENT POOL ELEVATION_ 835_00 _ _ _ _ _ _ _ _ PERMANENT POOL SURFACE AREA_ 9,458 SF _ _ _ _ _ 1-------_ - - - - - ~~'1
4 _ .834.50 73 50 .834.50 ' ~
~ 734.00 i
i i
` ! 10' o t FILTER DIAPHRAGM
AQUATIC PERMANENT P00~ FOREBAY ~ ~ (SEE SHEET 3 FOR DETAIL) n~• i
SHELF ~ STORAGE: 4,141.53 CF o 5.5' TOTAL STORAGE: 28,919.14 CF ~ 10' ~I
AQUATIC SHELF

0 0 0
BOTTOM OF POND: 829.50
82E 828.51
RIP-RAP BAFFLE " 24 RISER W 102.30 LF 15" BARREL
(SEE SHEET 3 FOR DETAIL) TRASN RACK 36 ~ 0.50q OUTFLOW
(SEE SHEET 3 FOR DETAIL)
728.00
NOT T®SCALE
PROJECT TITLE:
120 WIND ROAD & 3800 NORTH CHURCH STREET
MOREHEAD TOWNSHIP GUILFORD COUNTY
GREENS80R0, NORTH CAROLINA
APPLICANT/OWNER/OPERATOR:
KOTIS PROPERTIES
1500 MILL STREET, SUITE 105 GREENSBORO, NC 27408
PHONE: [phone] FAX: [phone]
CIVIL ENGINEER:
EVANS ENGINEERING, INC. ''~,~CAR°1j/1 4609 OUNDAS DRIVE ~
GREENSBORO, NORTH CAROLINA 27407
PHONE: [phone] FAX: [phone]
r
i 19773
~ ~ ~,®IO'l6 ~,r PROJECT: 250 58 DRAWN BY: DF
~A D~a+uRa~Vi DESIGN BY: DF hti• ~ 1r~ •
SHEET DESCRIPTION: ®°•e®~
POND #1 SECTION VIEW DETAIL
DATE: OCTOBER 15, 2009
REVISIONS: SHEET NO.:
4
6

, /
~d r

s s / ~ / o 0
M„d / / ~ e s ~
9 / s ...,E EvE SITE Ra"° ~
/ s D ELI- W ~PP~~ z
~~5 }
_ / s
1511 RCp ~ ~ i ~ ~ Rapp w
e o ~~R w i z P~SGPN ~ NAND ROAD
~ / / 1 s- e-- _
~ _ v ~ r ~
V O
~
/ NUT ~ / _ DO _ a..+ O W z N
/
s / C/O ' DENNY ROAD
i c/
r _ ~ r i i 1 t
/ - - _ - / BRAIN a--- pVC UND ~
4 ~ _ - / / ~ VICINITY MAP
- / b _ C 0 / EASEMENT NO SCALE
~
N / _ RAI / / UNDERD VC ~
~ ~ P TION EVA / ~ ACE EL / RAIN
LL SU DERD ~ giOCE 4 pVC 84.3.75 C~O ~ I YARD INLET #23
CO / ~ / / COG STD 424
~ / / l _ _ - - ' ~ THROAT: 844.50
1 / C/0 - ~ I INV. IN (UNDERDRAIN): 839.58
RAIN / _ I UNDERD _ _ _ _ 4 pVC _L_ _ - / INV. OUT (23): 839.00
/ ~ ~ _
/ 1 l
1 _ _ -
~ -
~ - -
BALL < / ~ BIOCE~L 1 CALCULATIONS: / DRAINAGE AREA= 1.94 ACRES
BUA= 1.07 AC.
RUNOFF VOLUME CALCULATIONE1" RO FROM ENTIRE WATERSHED
RUNOFF FROM BUA

' \ \ _ - BUA - 1.07 AC. (46,609 SF) CN = 98
- ~ _ - S = - 10 = 0.20
- _ RO (1 = 0.067'
I TOTAL RUNOFF FROM BUA = 0.067'(46,609 SF) = 3,122 CF
I RUNOFF FROM GRASS
I GRASS = 0.87 AC. (37,897 SF) CN = 74
S = ~ - 10 = 3.51
I/ ~ I /1 I I ~ ° n I J RO (1 = 0.0019'
TOTAL RUNOFF FROM GRASS = 0.0019'(37,897 SF) = 72 CF
TOTAL PONDING VOLUME FOR BIOCELL(REQUIRED) = 3,194 CF
BIOCELL 1 DRAW WN A T DO C LCULA IONS. ~S: TOTAL PONDING VOLUME FOR BIOCELL(PROVIDED) = 3,260 CF '
,
SCALE: 1 =10 INFILRATION RAT F = " ~ E 0 SAND 2 PER HOUR ~ » TOTAL PONDING DEPTH = 9" (843.75-844.50)
TIME TO DRAIN PONDING DEPTH = 9 / 2 PER HOUR = 4.5 HOUR: 4.5 HOURS
t AiP RAP(sEE ~onoN TNRU oaiaR~uTRElow~ TIME TO DRAIN TO 2' BELOW SURFACE OF BIOCELL #1 = 36" / 2' ~Ow\ ~ / "AEAS TO BE pSNR~D PR'E R114iT = 36" / 2" PER HOUR = 18 HOURS
I I (CUT, Flit ETG) A1P RAP HEADWALL,
1 RAP IIEAOWALL H'"I FLOW ' ~ OAY
```----V -Flow-`
ao X114 CUSS 9 RPl-RAP -fRiER FABttlC DR~HSx7N5 ARE
sTONE'. ' iHxx % t' MGH 41N. NRIRRAI ACCEPTASIE K>> WASlED STONE U N D R R A E D N CALCULATIONS er N W CD BMP Desl n Manual . uNiESS oTr~RwisE NOIED.
SECTION THRU DOUGHNUT FILTER AND OUTLET PIPE _ _ Flow Throu h FIII Soll Medla 645 CF 1 F N SC H R 0. 8 C S o A~ g
o~ ERSP CTIVE VIEW F - - I actor of Safet - 10 x 0.18 CFS - 1. 0 F 8 CS No scuE Y
D= 16x 1.80x0.011 .005 0.5 .37 = 1.7 0 0 5 5 OVER FLOW STRUCTURE CALCULATIONS
(EXIST1NG PIPE INVERTS) » Per Table 5-1 if D < 5.13 then 2 runs of 4 i e will r be e ulred. Design = 100-Year Storm
GRAVEL & RIP RAP DOUGHNUT INLET PROTECTION P p q
Area to Sand Filter = 1.94 AC.
Runoff Coefficient = 0.80 (City of Greensboro value for commercial site)
5' 5' Q(peak) from 100 year storm event = 12.53 cfs
CREEPING BLUE STAR, NARROW 12.53 cfs = 3.33 x 10.68' x d~1.5, where d= depth of flow above weir
RIP RAP LEAF BLUE STAR, AND LOUISIANA s" OPENING ON ALL - ) BLUE STAR GRASS PLANTING ON FOUR SIDES OF YARD DOUGHNUT D50 - 6° INLET
WITH #57 WASHED ENTIRE SURFACE OF BIOCELL THROAT ELVATION d = 0.50', 100-yr Elevation = 845.00, 1-op of 5' Embankment = 846.00
STONE ON FACE =844.50 T8" HIGH WITH FABRIC TO
FES 2Z CREATE FOREBAY 4" CLEANOUT (TYPICAL) TO BE
STUBBED AND CAPPED AT TOP OF INV. 843.75
SOD LAYER (6 TOTAL FOR BIOCELL#1)
w
22 X00 YEAR ELEVATION = 845.00 PONDING DEPTH (9) = 844.50 = TOP OF EMBA 'OP OF EMBANKMENT
,8 ,1 - - - - ELEVATION = LEVATION = 846.00 PROJECT TITLE:
RCP @ 0.5 g" 3" SOD LAYER
IIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAI IAIIIAIIIAIIIA IIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAI IIIAIIIAIIIAIIIAIIIAIIIAIIIAIIIAIII 120 WIND R®AD & 3800 NORTH CHURCH STREET
a e' ° ° a .,e ~ ~ a e 4 . e ° ~ 4a e e ~ ~ . d MOREHEAD TOWNSHIP GUILFORD COUNTY
d. .~a.. m~ e. ~ ° q a .e a .a.~ d ~ ~ °y ° ~ d . OVERFLOW STRUCTURE OW STRUCTURE GREENSBORO, NORTH CAROLINA
° a e o 9 ° Q a a a ° a a PROP. CATCH BASIN FILL SOIL MEDIA TO ° t~ a ° a ~ " a ~ a. ° ° a e . ° . d_ ° e a e CATCH BASIN
d. COG STD~424 YARD INL HAVE A MINIMUM DEPTH a ~ a a a ° a a e ° ° TD~424 YARD INLET ~ APPLICANT/OWNER/OPERATOR:
„ e a d ° ° ~ e F/LL SOIL MEDIA,, a e e #57 WASH STONE 4 ABOVE AND. e e ° e OF 24 (2 FT) ~ .a ° ° ON EACH SIDE OF PIPE. ° ° a `d ° : d 2:0 ° a ° ° 85q-88% SAND ° d " ° ~ , e ~ ° ~`~~'s~. KOTIS PROPERTIES
c _v. a,~. ~ °d d.° a' a°., ~ ~a e.- 9. ° q S~-IZ~ FINES ~ d~ d~a d-° ~ ~ °e ~ ..Qe d.a~~~ a'- _ e a a ° ° ° a a a 3%-5% ORGANIC MiATTER o a d. a ° ° ° ~ a ° a a ~~'Lc 1500 MILL STREET, SUITE 105
e ° ° a :e d a P-INDEX OF MEDIA = 10-30 d ° ° ° .
„ ~ e ~ a a ~ ~ ° q e.° a ~ e 'INFILTRATION RATE - Z IN~HR ° e .a e ~ a . ~ ~ a _d. d. ' e? ° d \c~~G PHONE:[phone]B000 NFAX?[phone] \~o
4 WASHED SAND de . • ° d a m ° d a a ° 4°~ d ° e ae a 4. a °.Fd°TR°FA I A V ° ° d e ° a a ° e ° a L E 8R C eB0 E S POE..
8' . o a e. d° e CIVIL ENGINEER: OUTLET OVERFLOW PIPE ~ ``1`ig61i~
' ° . ' . . - ° a. d° Ad ~®®~a
~ EVANS ENGINEERING, iNC. CAl~®(
° • 0 O ° ° 4609 DUNDAS DRIVE .•pF
0 p ° ° ° ° ° ° 0 0 0 ° ° ° _ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° GREENSBORO, NORTH CAROLINA 27407 PHONE: [phone] FAX: [phone]
° ° ° ° ° 0 p ° ° ° ° ° 0 ° ° ° 11
840.50 ° ° o 0 0 0 0 ° ° ~8 ~ 0 78" RCP - Id f67'~ ~
T1E UNDERDRAIN DIRECTLY
INTO YARD INLET AT AN TO EX/STING RlP-RAP pRO,,;ECr: 2so-se DRAWN BY: OF ~ ~P ~ x:~~a~rNNCS~ons~raaRn~ a+u~V+ aurtcx DESIGN BY: DF '°h ® .ee
ELEVATION OF R39.SR _ - - //A/fin /`/-ldAlA/<7 a.. o..
N -INV. UU 1 = 839.00
NO STONE REQUIRED UNDER PIPE SHEET DESCRIPTION:
BIOCELL #1 DETAIL
DATE: OCTOBER 15, 2009
2-RUNS OF 4" SCH 40 PVC ® 0.5% REQUIRED. A MINIMUM OF 4 ROWS OF PERFORATIONS SHALL BE PROVIDED AROUND THE DIAMETER OF THE PIPE, AND
THE PERFORATIONS SHALL BE PLACED 6 INCHES ON CENTER WITHIN EACH SEASONAL HIGH SONAL HIGH REVISIONS: SHEET NO.:
ROW FOR THE ENTIRE LENGTH OF THE DRAINAGE LATERAL. PERFORATIONS TYPICAL SECTION TF-im-r.L.OUGH"B"10CELL #1 WATER TABLE IS ER TABLE IS > 5
SHALL BE 3/8-INCH IN DIAMETER. THAN 2' BELOW N 2' BELOW
BOTTOM OF SANI NOT TO SCALE TOM OF SAND 6
FILTER. ER.

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