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Agenda Packet - DRB - 04/13/2021
AGENDA DESIGN REVIEW BOARD MEETING Council Chambers April 13, 2021 6:00pm Join Zoom Meeting https://zoom.us/j/95042441304?pwd=UEw0QWlpN290M3JUM3pBZWNwUTRRdz09 Meeting ID: 950 4244 1304 (No passcode needed) One tap mobile +13017158592,92883503526# US (Washington D.C) 1) Call to order / Pledge of allegiance. 2) Introduction of Board Members 3) Approval of Agenda 4) Approval of March meeting minutes 5) Demos a. 15245 Birmingham Hwy (Deferred from last month) Request(S): • To demo the house b. 2865 Webb Road (Deferred from last month) Request(S): • To demo the house 6) Courtesy Reviews a. V21-08, 120 Dorris Road Request(s): To allow an accessory structure to be constructed in the front yard. (Sec. 64-416 (i)) b. RZ21-07, 14140 Freemanville Road Request(s): To rezone from AG-1 to CUP (community Unit Plan) for 6 single family houses. c. U 21-01/ VC21-03, U21-02, U 21-03/ VC21-04, 2105 Bethany Way Request(s): Three use permits. 7) Final reviews • 875 Mayfield Road, (LDP) Medical office 8) New Business a. 2865 Webb Road (Courtesy Review) Day Care 9) Old business a. 875 Mayfield Road, (Building and Architecture) Medical office 10) Adjournment ACTION REPORT DESIGN REVIEW BOARD MEETING Council Chambers March 2, 2021 6:00pm 1) Call to order / Pledge of allegiance Members Present: Reid Casey, Laura Wysong, Beniquez Palmer (Zoom), Lee Collins, Jeff Dufresne (Zoom), and Charlie Roberts 2) Introduction of Board Members 3) Approval of Agenda Motion to Approve the agenda and to add items 5h and 6c on the existing agenda: Reid Casey 2nd: Lee Collins Vote: 6-0 (Approved) 4) Approval of February meeting minutes Motion to Approve the meeting minutes: Lee Collins 2nd: Reid Casey Vote: 6-0 (Approved) 5) Demos a. 835 Mayfield Road Request(s): • To demo existing structure and site retaining wall Motion to Deny the Request: Charlie Roberts 2nd: Lee Collins Vote: 6-0, (Motion approved, demolition Denied) b. 15245 Birmingham Hwy Request(s): • To demo the house Motion to Defer to Next Meeting: Lee Collins 2nd: Reid Casey Vote: 6-0 (Approved) c. 2445 Mountain Road Request(s): • To demo the house Motion to Approve: Lee Collins 2nd: Reid Casey Vote: 6-0, (Approved) d. 2865 Webb Road Request(s): • To demo the house Motion to Defer to Next Meeting: Lee Collins 2nd: Reid Casey Vote: 6-0 (Approved) e. 15448 Hopewell Road Request(s): • To demo the house Motion to Approve: Reid Casey 2nd: Jeff Dufresne Vote: 6-0, Motion Approved f. 15250 Thompson Road Request(s): • To demo the house, barn and Chickencoop Motion to Approve: Reid Casey 2nd: Lee Collins Vote: 6-0 (Approved) g. 15260 Thompson Road Request(S): • To demo the house and pole barn Motion to Approve: Charlie Roberts 2nd: Reid Casey Vote: 6-0 (Approved) h. 13760 Hopewell Road Request(S): • To demo the house Motion to Approve: Lee Collins 2nd: Reid Casey Vote: 6-0 (Approved) 6) Courtesy Reviews a. V21-06, 810 Guardian Court Request(s): • To allow an accessory structure to encroach into the rear yard setback (Sec. 64-416,(i)). To remove a condition set in case V20-15 approving the encroachment with conditions. Comment(s): • Get support letters from neighbors. • Recommends approval. b. V21-07, 15785 Burdette Court Request(s): • To allow an accessory structure to encroach into the rear yard setback (Sec. 64-416,(i)). Comment(s): • Get support letters from neighbors. • Recommends approval. c. RZ 21-04, VC 21-01, 13555 Blakmaral Lane Request(s): • To rezone from CUP to AG-1 10.80 acres at a density of .092 unit per acre. • To allow the existing accessory structure to be in the front yard (Sec. 64-416,(i)). Comment(s): • Get support letters from every neighbor in the subdivision. • Recommend that all lots owned by the applicant to be rezoned AG-1. • Recommends approval. 7) Final reviews a. 875 Mayfield Road (medical office) Motion to Defer: Charlie Roberts 2nd: Jeff Dufresne Vote: 6-0 (Deferred) b. 3170 Webb road (duplexes) Motion to Defer: Charlie Roberts 2nd: Reid Casey Vote: 6-0 (Deferred) 8) New Business 9) Old business 10) Adjournment H{:MEOF AGENDA #: DESIGN REVIEW BOARD APPLICATION MEETING DATE: Zk Zt TYPE OF REVIEW: FINAL COURTESY CASE # PROJECT INFORMATION ,.�„ 1, ,pe_ PROJECT NAME: o-° i`t- PROJECT ADDRESS:. �_ei-7-45 � S r r'i,, 5 � k'-� OVERLAY/FORM BASED CODE: lf%p o vir HAS LDP/BUILDING PERMIT BEEN SUBMITTED FOR REVIEW? YES V NO - PROJECT TYPE (CHECK ONE): PROJECT DESCRIPTION: SITE/LANDSCAPE BUILDING SALES TRAILER DEMOLITION V ZONING/USE PERMIT/VARIANCE OTHER (EXPLAIN) G APPLICANT/REPRESENTATIVE INFORMATION CONTACT PERSON NAME: �Ie. &. k, r J C i rel 'k s 4,• COMPANY: ADDRESS: S S i= b r -f- f4k Civ,. -w A GA 9 611 S PHONE: 4 -Li- 2.2— 37 FAX: EMAIL: 4,+)(t Cr 0- V\ ?-L,0 r-� V -ex - ', W APPLICANT'S SIGNATURE: To the best of my knowledge, this application is correct and complete. l understand that 1, or mv rPnrP z zntative should be in attendance at the Design Review Board meeting on hg— at 6:00pm, to present this project. To the best of my knowledge, 1 have met all applicable Overlay/Form Based Code conditions (Hwy 91Deerfield, Birmingham, Crabapple, Rural Milton.) Applicant: Date 2006 HFrifaq� Walk t-011t0n. GA 30004 F; 678.242.2500 i F: 678.242.2499 in#o c,tyofrr.Nton ga.us i www .cifyorrni,tol icga.us L J AMH wegbuivajl8 CD E N V] 7+ 2 � E o o M �a c � 'QMH LlJeg6uILWIe_ rl No Text 3� Riai gmr<'�a gff til- •�� P�� a g9~�5 3 � m'�y�g, �_'� � � A� � � �b®8��■O I�aal Ti�o�o ••••• G] �Ra Sy�p3Rg W$9 8 8�'mc$g v3tiff omag�p9p�7g�ma '��vv S 9 �2� �x- � �� � d �_g8 � i � &' OPZ]f Cl°n `2 � g Cl❑ � a i s $ X22 OR ��� S gy m �a R� � ��g€_ � $TST �e g = 4� y e� kr A a a d •row Bs �+ ry R • .��. 555 � MIS d: am o y _BIRMINGHAM HIGHWAY 50 i-meg N d E g�& ? o V 1 % 7.78' f 8 x 41 ONE SIG4r A. -- -- -- h ry � m v -- is CA 1 I } Y I Q --OX o °o gorrrpr a �9A� ;I i URM na m 10 r= -v0 Ya C} z r zN ��z �z o a z >m C3 ro' W cv flmo�� I I f c� r� III1 �Illj m s ASS m 3 m g0. m r�, n �j ca m tr ami N i o a N v CL SOF• AGENDA #: \1 I 1 -To o . "', DESIGN REVIEW BOARD APPLICATION MEETING DATE: March 2, 2021 TYPE OF REVIEW: FINAL X COURTESY CASE # PROJECT INFORMATION PROJECT NAME: Webb Road Day Care PROJECT ADDRESS: 2865 Webb Road OVERLAY/FORM BASED CODE: Deerfield/Hwy 9. HAS LDP/BUILDING PERMIT BEEN SUBMITTED FOR REVIEW? YES X NO PROJECT TYPE (CHECK ONE): SITE/LANDSCAPE BUILDING X SALES TRAILER %,-°fJEMOLITION X ZONING/USE PERMITNARIANCE OTHER (EXPLAIN) PROJECT DESCRIPTION: Construction of a 6,323 sf 1 story day care facility with associated playground and parkin area. Stormwater Man ement is provided underground. APPLICANTIREPRESENTA77VE INFORMATION CONTACT PERSON NAME: Jeff Walker COMPANY: Foresite Group, LLC ADDRESS: 3740 Davinci Court Peachtree Comers, GA 30092 PHONE: 770-368-1399 FAx: 770-368-1944 EMAIL: jwalkeraa fg-inc.net APPLICANT'S SIGNATURE: To the best of my knowledge, this application is correct and complete. I understand that 1, or my representative should be in attendance at the Design Review Board meeting on March 2, 2021 at 6:00pm, to present this project. To the best of my knowledge, l have met all applicable Overlay/Form Based Code conditions (Hwy 91Deerfield, Birmingham, Crabapple, Rural Milton.) Applicant.-_--. Date February 23, 2021 No Text i � AI2865 Webb Road P—MMEPMFF W-1.1 j} l ' rr r re. r . Webb Road Day Care ' 2-23-2021 6d AERIAL MAP (GOGGLE) ,,. . 'T. ! tet• � •� ~ � � •� ..� •. a �' ; r ��*�� f . �� Z AW . % met%,., House ..- demolished I W. - - v . jll� -- .,� js 5 7.d 1 17 :� , a Alm IL -- LLJ Q 1 $ ft .6 Z S o 0 Vag HAW90.0Z 9 11083 0o Nflllfl3 '7 68 K was u* inbvd N01 MS ONZ'iMUSI0 ONZ'GK 6 -1 ao00e WNOil I" 0VOa 903M 598E (IM2 HIM - All ovi 1,6vo AVG Z QN�9•SiRi[�OC UNTB� Q 1 $ ft .6 Z o wg a � s O • � C z� ©O LL (.D Lu F- otos' yWW yvW {�y. y, ww y Z QN�9•SiRi[�OC UNTB� B Q 1 $ ft wg a m • � C otos' yWW yvW {�y. y, ww y NL1 a 3,gW NWSµ �3 Z4 a ���i �q V� zr❑ If 4 a� Caea ib d �� u} gFg+�w yWv 4 B Q $ ft wg a m 0 00 r i 1 ' 'A _ Project Name: /��/Z� J CV) Project Address: f Zo �o�, C S D�%4 ©G?b � ,��, Overlay/form Based Code: ;Fej gA Has LDP/Building Permit been submitted for review? Yes ❑ No U Project Type (Check One): ® Site/landscape [:1Building ElSales Trailer ® Demolition 0 Rezoning/Use Permit/Variance CASE 0 ❑ Other (Explain) Project Description: Contact Person Name: Company:. Address: Phone: Email: �ppliceant's Sign�t�r�; To the best of my knowledge, this application is correct and complete. I understand that I, or my representative should be in attendance at the Design Review Board meeting on , at 6:00 p.m. to present this project. To the best of my knowledge, I have met all applicable Overlay/Form Based Code conditions (Hwy 9/Deerfield, Birmingham, Crabapple, Rural Milton.) Applicant: Page 1 -DRB Submittal Application WWW.cityofmiltonga.US Revision Date: 09.2018 Please see the list below for items required according to the type of review. All site plans and building plans shall be drawn to scale. Mounted drawings and sample boards showing materials, colors, etc. should be brought to the meeting for your presentation. Please Mold �N l Jar��e �1T���,��ings frlov/n to 8 5x11 I size, and collorte all m(citeric1ls. 1 1x17 `booklets' are accept- able as well. Incomplete submittals will not be accepted for review. If you have any questions, please contact Angela Rambeau at 678.242.2539. Please deliver the application and packets to Community Development, located at Milton City Hall, 2006 Heritage Walk, Milton, GA 30004. Construction drawings, as required for LDP, including, but not limited to: ❑ Site location map (atlas map) ❑ Aerial map (Google) ❑ Acreage, density, adjacent zonings ❑ Zoning conditions (if any) ❑ Site plan showing building footprint, square footage :1Grading, storm water plan, detention/retention areas ❑ Location of streams, stream buffers ❑ Roadways, parking areas, driveways, sidewalks, bike paths, pedestrian paths ❑ Dumpster enclosure location and detail ❑ Landscape plan showing location, size and type of specimen and recompense trees, as well as other plantings ❑ Site lighting with photometric drawings ,lighting fixture details ❑ Retaining wall(s) location, material details, and height ❑ Fencing location and details) ❑ Bike rack location and detail :1 Mail kiosk location and detail (if applicable) ❑Site location map (atlas map) ❑ Aerial map (Google) ❑ Site plan ❑ Colored renderings of all facades ❑ Line drawings of all elevations with heights, and materials fabled :1 Locations of roof top equipment, satellite dishes, antennas, vents, exhausts (as applicable) ❑ Site line study showing that rooftop units are not visible from adjoining roads (if applicable) ❑ Location, details of lighting fixtures ❑ Di mpster enclosure details (If applicable) ❑ Mail kiosk details (If applicable) ❑ Sample board showing materials, colors, etc. (Bring to the meeting) Page 2 -DRB Submittal Application WWW.cityofmiltonga.US Revision Date: 09.2018 ALES TIRAILER�k serfs ❑ Site location map (atlas map) ❑ Aerial map (Google) ❑ Site plan showing location of sales trailer, setbacks, parking, etc. ❑ Landscape plan ❑ Picture and/or construction details of trailer ❑ Site location map (atlas map) ❑ Aerial map (Google) ❑ Site plan, indicating structure(s) to be demolished and the location of specimen trees, erosion control, tree save fencing ❑ Pictures of structures) to be demolished 0' Site location map (atlas map) VAerial map (Google) eAcreage, density, existing site conditions ?tAvJ EI/Conceptual site plan showing location of buildings, detention areas l7 streams/stream buffers, specimen trees, roads, parking, driveways, sidewalks, etc. ,h(For commercial/multifamily/townhome uses: conceptual renderings of buildings, square footages XFor sign variance: site line study showing view of signs from adjacent roads For stream buffer variance: mitigation plan Page 3 -DRB Submittal Application www.cityofmiltonga.us Revision Date: 09.2018 BARN COLORS The barn color is a two tone color. The below picture is a close approximation to what it might look like in color. See the photo below of the actual colors along with the color chart attached as well. The colors selected are LIGHT STONE for majority of barn with BURNISHED SLATE for roof and trim. Page is too large to OCR. Page is too large to OCR. No Text Pre -application Review for Rezoning, Use Permit(s), and Concurrent Variance(s) PRE -APPLICATION REVIEW FOR REZONING, USE PERMIT(S) AND CONCURRENT VARIANCE(S) Check all that apply: Rezoning �se Permit(s) Property Address: i 14 114 P•yn�, Existing Zoning: A - r, - Existing Petition(s): Existing Use: Land Lot(s): District: 2 i, Total Acreage: Concurrent Variance(s) Tax PIN(s): 2-?-4Z4on* 771 v l �;8 Proposed Zoning: C L) (- Proposed Use Permit(s): Comprehensive Plan Lan Use Map: &-, E, Overlay District: �r�Q At L It 147,�, Frontage: f'nV►lj (A Side: Q Frontage: Side: Frontage: Appll�iican�t�1 : I c) f ' L � `y j/ Owner: Af-iV S M " LV U*,L c am di oMi Representative: `A'A on i. tl, U &b t ( IV) e eA via 50 Side: Phone: t3 Z�c Distance: Distance: Distance: Email: Vic o Fax: Phone: Email: Fax: Phone:11 G �_ DSL Email: Yh u 11 Cl 0- (t-) P,AC I 1ACCAl icy Fax: Applicant's Intent: 4Lrt, A- CONCURRENT VARIANCE(S): Article/ Section: Request: Article/ Section: Request: Article/ Section: Request: Article/ Section: Request: Sign Posting Y Se Septic Yes DRI Review No Public Participation emete 10E Traffic Study Stream Protection Yes Environmental Impact Report Noise Study No L� N -RESIDENTIAL: RESIDENTIAL: Building fight: No. of Units: = Density: (� (r Gross S e Foota Minimum Heated Floor Area: D sity: Minimum Lot Area: ! 401. — DEVELOPMENT STANDARDS ARECUP UP, & MIX DISTRICTS Minimum Front Yard i Minimum Lot Frontage Minimum Rear Yard Minimum Lot Width Minimum Side Yard (Interior) Minimum Building Separation Minimum Rear Yard (Adj. to Street) -T ATTENDANCE IS REQUIRED AT THE FOLLOWING MEETINGS: Design Review Board -rMI �rd Community oning Information Meeting ` *3/2-/ 9 'Planning Commission Meeting Mayor and City Council Applicant's Signature: To the best of my knowledge, this Pre -application review is correct and complete. If additional variances are determined to be necessary, I understand that I am responsible for filing an appeal as specified by Article X of, the City of Milton Zoning Ordinance. Applicant: Planner: Date: Date: 12-0 February 25, 2021 City of Milton Community Development Attn: Ms. Robyn Macdonald, Zoning Manager 2006 Heritage Way Milton, GA 30004 Re: Letter of Intent 14140 Freemanville Road Dear Ms. Macdonald, nN*i Engineering 303 is providing this rezoning application for the above -referenced property on behalf of Vio Hodis. The request is to rezone the 9 -acre property from AG1 to CUP. The petitioner seeks to create 6 total lots of one acre or more, including keeping the existing house as one of the 6 lots, to create a family compound. This will result in a density of 0.66. The property is located within the AEE future land use area and the Rural Milton character area. Respectfully, F Rhonda Ledbetter Sr. Designer Engineering 303 Engineering303 LLC - 108 Allen Street, Cumming, Georgia 30040 Phone 770-442-0500 www.engineering3O3.com Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Bethany OaksPointeC ooperS a ndy Cove O l d N o r t h p a rk L a ne BethanyCreekCourtH o p e w e l l R o a d Bethany Bend B e t h a n y W ayCreated/Altered: 3/4/2021 G:\TaxCommunityDev\SiteMap\SiteMap U21-01, 02, 03. new V2.mxd Site MapU21-01/VC21-03U21-02U21-03/VC21-04 2021 Subject ParcelRiversWaterbodiesParcelsMilton City Limits §¨¦575 §¨¦75 §¨¦75 §¨¦85 §¨¦85 §¨¦20§¨¦20 §¨¦285 §¨¦285 ¬«400 £¤19 5 0 500 1,000250Feet City of Milton 2095 Bethany Way 2105 Bethany Way 13490 Hopewell Road /� j 0 Pre -application Review for Rezoning, !//- I Use Permit(s), and Concurrent Variance(s) PRE -APPLICATION REVIEW FOR REZONING, USE PERMITS) AND CONCURRENT VARIANCES) AR-It"01, W hTt> At ri n &5 Check all that apply: Rezoning Use Permit(s) �� Concurrent Variance(s) Property Address: ;7-1057 W A'-( Tax PIN(s): A - C) MILO W A deo Existing Zoning: — L' Proposed Zoning: {v Existing Petition(s):.Proposed Use Permits : P Existing Use1 1�1G G Comprehensive Plan Land Use Map: Land Lot(s): District: Total Acreage: Frontage:Frontage: V MAK Overlay District: 'u"d— R(C' aj Side: J/sr Side: �2p av� Side: Applicant: PF4,r&w6able. 7 d - Phone: Email: Fax: Distance: :515,51 78 Distance: 5-9le Distance: Representative: ril !7y, f ff'4510h L, Pp ne:�o071 Z /10 Email: P Fax: Applicant's Intent: r►'c . +&Okw &A4 - CONCURRENT VARIANCE(S): Article Section: „ .• Request: Phone: Email: Fax: Phone: Email: Fax: Distance: :515,51 78 Distance: 5-9le Distance: Representative: ril !7y, f ff'4510h L, Pp ne:�o071 Z /10 Email: P Fax: Applicant's Intent: r►'c . +&Okw &A4 - CONCURRENT VARIANCE(S): Article Section: „ .• Request: Tract l Parcel ID 22 477008920401 13762 Hopewell Road Tract 2 Parcel ID 22 477008920252 0 Hopewell Road Tract 3 Parcel ID: 22 477008920815 0 Hopewell Road Tract 4 Parcel ID: 22 477008920831 0 Bethany Way Tract 5 Parcel ID: 22 477008920450 Main House 2105 Bethany Way Tract 6 Parcel ID: 22 477008910782 0 Bethany Way Tract 7 Parcel ID: 22 477008920229 13760 Hopewell Road * Tract 4 and 5 per the survey do not match County Records property lines PPAB 6142723v1 The Farm at Pamelot Uses and Conditions1 - Initial Draft AG-1 Permitted Uses: Single Family Residence Agriculture: farm, general and specialized farming, roadside stand (includes apiary, farm animals, fig and other fruit trees and harvesting); includes Agricultural Operations Equestrian: boarding (29 horses currently); riding lessons (50 – 80 students per day) Farm Winery (tasting room, barrel tasting, ancillary uses) A. Agricultural Related Activities /U21-01 / VC21-03 Uses: *Summer and other school children school break camps * Birthday parties *Agricultural/Farm/Equine-based Educational Events (boy / girl scouts or other community or church organized events) * Art-related Events (painting classes) *Limited farm animal petting (primarily associated with other events) * Events not expressly ancillary to single family residence, farm winery or equestrian permitted uses, but tied to agriculture Prohibited: *No Exotic Animals *No Kennel *No overnight camps or events Hours of Operation: *8:00 a.m. to 9:00 p.m. (reduction from § 64-1797 6:00 a.m. to 10:00 p.m.) Capacity Limitation: *Maximum attendees for a single event not to exceed 250 people *Children Camp/Birthday Party/Educational Event: maximum 35 children per event *Note: Section 64-1797 (g) provides maximum continuous sound levels of 60 dBA and a maximum peak sound level of 75 dBA at property lines. This will be met. Similarly, sanitary facilities a nd trash receptacles shall be located at least 100 feet from any property line as required by Section 64-1797(j). 1These proposed conditions are submitted in good faith by Owner, to further resolution of disputes between Owner and the City regarding permitted and potentially legally nonconforming uses of the Property and in support of Owner’s Applications. This is submitted without waiver by Owner of Owner’s right, claim, interest or defense with respect to prior or future events, use or operations at or on the Property and without admission by Owner of the need for such permits or variances. Owner reserves all rights, defenses, arguments and claims with respect to these matters. Article/ Section: Article/ Section: Request: Request: Sign Posting Yes Sewer/Septic Yes DRI Review No Public Participation Yes Cemetery ? Traffic Study Yes Stream Protection Yes Environmental Impact Report No Noise Study No NON-RESIDENTIAL: RE TIAL: Building Height: No. of Units: Density: Gross Square Footage: Minimum He Floor Area: Density: M. um Lot Area: DEVELOPMENT STANDARDS FOR CUP, NUP, & MIX DISTRICTS Minimum Front Yar orontage Minimum Rear Yard Minimum Lot Width Minimum Side (Interior) Minimum Separation Mini Rear Yard (Adj. to Street) ATTENDANCE IS REQUIRED AT THE FOLLOWING MEETINGS,:, Design Review Board 4p% / J /3 & ` /0' n% Community Zoning Information Meeting Planning Commission Meeting `/) /_41, Mayor and City Council Tal"a 7 i Applicant's Signature: To the best of my knowledge, this Pre -application review is correct and complete. If additional v etermbe saiy, I understand that I am responsible for filing an appeal as specifie ' i f M ing Ordinance. Applicant: Date: 2 �� Planner: G��K/l • Date: V I Z'/ ✓ D 2, - Pre -application Review for Rezoning, Dw Use Permit(s), and Concurrent Variance(s) PRE -APPLICATION REVIEW FOR REZONING USE PERMITS AND CONCURRENT VARIANCE(S) Check all that apply: Rezoning Use Permit(s) Concurrent Variance(s) Property Address: �?442 57 B&Adlf t4 Wat4 Existing Zoning: Existing Petition(s): Existing Use:Gam_ Land Lot(s): District: Total Acreage: Frontage: ,yul Frontage: tit I Frontage: Owner: err Tax PIN(s): Gl s4al_ Proposed Zoning: Pro osed Use Permit(s): Comprehensive Plan Land Use Map: Overlay District: Side: W!6 Side: 152'04 ji f Side: r RepresenW / r 70� Phone: Distance: 7 Distance: Q Distance: Email: Fax: Phone: Email: Fax: C L-10 Ph ne: 7 W • J Email:mHaeo Lo Fax: CONCURRENT VARIANCE(S): Article/ Section: nkng� Request: Article/ Section: Request: 1 Tract 1 Parcel ID 22 477008920401 13762 Hopewell Road Tract 2 Parcel ID 22 477008920252 0 Hopewell Road Tract 3 Parcel ID: 22 477008920815 0 Hopewell Road Tract 4 Parcel ID: 22 477008920831 0 Bethany Way Tract 5 Parcel ID: 22 477008920450 Main House 2105 Bethany Way Tract 6 Parcel ID: 22 477008910782 0 Bethany Way Tract 7 Parcel ID: 22 477008920229 13760 Hopewell Road * 'Tract 4 and 5 per the survey do not watch County Records property lines PPAB 6142723vl B. Rural/Agricultural Event Facility / U21-02 Uses: Events not primarily associated with the agricultural operations, farm, equestrian or farm winery use of the property including, for example, weddings, corporate events (holiday parties, picnics, team building); yoga or other exercise / physical activity events; book clubs Restrictions on Uses *substantial compliance with site plan *substantial compliance with events traffic management (parking and circulation plan to be provided) Months, Days and Hours of Operation: *Sunday through Thursday, 9:00 a.m. to 10:00 p.m. *Friday through Saturday, 9:00 a.m. to 11:00 p.m. *Facility to be closed at 11:00 p.m. Noise: *Live music to end no later than 10:00 p.m. *Maximum continuous sound levels of 60 dBA and a maximum peak sound level of 75 dBA at property lines Alcohol: *Alcohol service shall cease 15 minutes before music or event ending. Police: *For any single event over 100 people, at least one off-duty police officer Capacity Limitations: *Attendees not to exceed 250 for any single event. Site Development Considerations: (a) provide adequate temporary bathroom facilities, including handicap accessible facilities outside of any required setbacks and in an inconspicuous area not visible from Bethany Way or Hopewell Road (b) no lighting except in accordance with night sky ordinance and as required for life/safety (c) if, at such time as the Director of Public Works determines that traffic generated by the property consistently adversely impacts the Hopewell Road / Bethany Way rights of way, he/she may require owner to conduct a traffic study to determine if any additional improvements are appropriate at no additional cost to the city. (d) Sanitary facilities and trash receptacles shall be located at least 100 feet from any property line Article/ Section: Request: Article/ Section: Request: Sign Posting Yes Sewer/Septic Yes DRI Review No Public Participation Yes Cemetery ? Traffic Study Yes Stream Protection Yes Environmental Impact Report No Noise Study No NON-RESIDENTIAL: Building Height: Gross Square Footage: Density: �ENTIAL: No. of Units:Density: Minimum HeateAdVloor Area: Lot Area: DEVELOPMENT STANDARDS FOR (�UP, NUP, & MIX DISTRICTS Minimum Front Yard MinixnumF°rrnttage Minimum Rear Yard Minimum Lot Width Minimum Side Yard (Interiors Building Separation Minimum RearAdj. to Street) h� ATTENDANCE IS REQUIRED AT THE FOLLOWING MEETINGS: Design Review Board -"uesd&,� , , Community Zoning Information Meeting Wlxt ea j, 4lul�r,Gi Planning Commission Meeting Mayor and City Council Applicant's Si ature: To the best of my knowledge, this Pre -application review is correct and complete. If additional v determin�o essary, I understand that I am responsible for filing an appeal as specified & f the of n Zoning Ordinance. �2 Applicant: Date: Planner: Date: 2�23i74z� 4 Pre -application Review for Rezoning, Use Permit(s), and Concurrent Variance(s) Irl V s ori PRE -APPLICATION REVIEW FOR REZONING, USE PERMIT(S) AND CONCURRENT VARIANCES) Check all that apply: Rezoning Use Permit(s) _� Concurrent Variance(s) puff BUIRMANOP-77MM Existing Zoning: Existing Petition(s): AxIst,ir�i� Use: �tl7� IQ' hi Land Lot(s): District: Total Acreage: Frontage: Will Frontage: Frontage: Tax PIN(s): Yep ,C me&4e Proposed Zoning: N I i� Proposed Use Permit(s): Z Comprehensive Plan Land Use Map: Overlay District:L Side: 8 Distance: 7 Side: Distance: Side: Distance: 76, 1 daAed VW Representative: / r/�Y//' Da in'i1 LI -P 7 fe D ?Phone: Email: Fax: Phone: Email: Fax: Phone: 6 i. ofire CONCURRENT VARIANCE(S): Article/ Section: &T774-6- Or, -D. Request: Article/ Section: Request: Tract 1 Parcel ID 22 477008920401 13762 Hopewell Road Tract 2 Parcel ID 22 477008920252 0 Hopewell Road Tract 3 Parcel ID: 22 477008920815 0 Hopewell Road Tract 4 Parcel ID: 22 477008920831 0 Bethany Way Tract 5 Parcel ID: 22 477008920450 Main House 2105 Bethany Way Tract 6 Parcel ID: 22 477008910782 0 Bethany Way Tract 7 Parcel ID: 22 477008920229 13760 Hopewell Road * Tract 4 and 5 per the survey do not match County Records property lines PPAB 6142723v C. Festivals or Events, Indoor/Outdoor / U21-03 / VC21-04* Uses: Festivals or events including ticketed live music concerts and events that are not merely background accompaniment to augment the permitted agricultural operations, farm, equestrian or farm winery permitted uses; community events like an annual Easter egg hunt Restrictions on Uses *Maximum stage and area for ticketed live music events: (a) maximum 250 square feet for live music stage (wood pavilion shown on site plan), and (b) maximum 7,500 square foot area for live music lawn / concert attendees (including covered picnic / winery shelter) *substantial compliance with site plan *substantial compliance with events traffic management (parking and circulation plan to be provided) Months, Days and Hours of Operation: *Sunday through Thursday, 9:00 a.m. to 10:00 p.m. *Friday through Saturday, 9:00 a.m. to 11:00 p.m. *Facility to be closed at 11:00 p.m. (reduction from § 64-1812 8:00 a.m. to 11:00 p.m.) *Facility to be closed at 11:00 p.m. *Live ticketed music events (excluding not-ticketed acoustic music in connection with other permitted uses like weddings or farm winery) in excess of 100 people on Saturdays only, no more than once a month, unless approved through special event permit process (maximum 2 per year) Noise: *Live music to end no later than 10:00 p.m.** Alcohol: *Alcohol service shall cease 15 minutes before music or event ending. Police: *For any single event over 100 people, at least one off-duty police officer Capacity Limitations: *Attendees not to exceed 250 for any single event. Site Development Considerations: (a) provide adequate temporary bathroom facilities, including handicap accessible facilities outside of any required setbacks and in an inconspicuous area (b) no lighting except in accordance with night sky ordinance and as required for life/safety (c) if, at such time as the Director of Public Works determines that traffic generated by the property consistently adversely impacts the Hopewell Road / Bethany Way rights of way, he/she may require owner to conduct a traffic study to determine if any additional improvements are appropriate at no additional cost to the city. (d) Sanitary facilities and trash receptacles shall be located at least 100 feet from any property line * Respectfully, we see no difference for these events and those that may be held in a rural or agricultural event facility. We disagree with this as a separate permit application. **Note: Section § 64-1812(b)(5) provides maximum continuous sound levels of 60 dBA and a maximum peak sound level of 75 dBA at property lines. This will be met. Similarly, sanitary facilities and trash receptacles shall be located at least 100 feet from any property line as required by Section 64 -1797(j). U21-03/VC21-04 — 7 -Part Concurrent Variance for Festivals or Events, Outdoor/Indoor (Sec. 64-1812) 1) To delete the requirement for an eight -foot -high 100 -percent opaque fence adjacent to residential districts or AG -1 Districts used for single-family dwellings (Sec. 64-1812 (b)(2)). 2) To allow the existing parking within the 100 feet from a residential district or AG -1 districts used for single family dwellings (Sec. 64-1812 (b)(4)). 3) To eliminate the three-year period from the date of the city council's approval (Sec. 64-1812 (b)(6)). 4) To allow the 10 -foot wide strip along all public streets to be planted with the existing landscaping/vegetation along Bethany Way and Hopewell Road (Sec 64-1142(a)(1)). 5) To reduce or eliminate the 75 -foot wide undisturbed buffer or alternative screening design, with a ten -foot improvement setback adjacent to all AGA zoning districts where existing structures, driveways, activity areas, and parking are shown on the site plan (Sec. 64-1142 (a)(3)b.) 6) To eliminate sidewalks along Bethany Way and Hopewell Road (Sec. 64-1142 (e)). 7) To allow for lighting plan without Fight pole installation (Sec. 64-1142 (f)). Article/ Section: Article/ Section: Request: Request: Sign Posting Yes Sewer/Septic Yes DRI Review No Public Participation Yes Cemetery ? Traffic Study Yes Stream Protection Yes Environmental Impact Report No Noise Study No NON-RESIDENTIAL: Building Height: Gross Square Footage: Density: RESIDENTIAL: No. of Units: DeDsit: Minimum Heated Floor -Area: Area: DEVELOPMENT STANDARDS FOR CUP, NUP, & MIX DISTRICTS Minimuntffzo4 Yard Minimum Lot Frontage Minimum Rear Yard -- -- ---- Lot Width Minimum Side Yard (Interior)cxn-13i—H ding Sepa Minimum Rear Yard (Adj. to Street) --...4-- ATTENDANCE IS REQUIRED AT THE FOLLOWING MEETING99S::, Design Review Board 5 &026P1'1'7 Con unity Zoning Information Meeting Planning Commission Meeting 1N�d &r,1 28, ?o u Mayor and City Council 2 / Applicant's Si nature: Tot e b of my nowledge, this Pre-application review is correct and complete. If additional vae d,Wto cessary, I understand that I am responsible for filing an appeal as specified b e X o he r of Mi Zoning Ordinance. Applicant: Date: Planner: * Date: L 7Z(W FEMA MAP THE PROJECT SITE DOES NOT LIE WITHIN A FLOOD HAZARD AREA PER FIRM PANEL 13121 C001 4F DATED 09/18120,13. y, R'1H.A�W1.r�p> - 1�%t; i� 14 rtr VICINITY MAP i - APPROXIMATE LOCATION I U11,4I`� £ =�aoo xssanolxrmnunax mssm vssxs wue /x"d ,ti1r L 11.-'}�.>4: ., , , ... EXISTING GRAVEL PARKING / _ OF EXISTING SEPTIC TANK -.�,-+*,+` ,_ >f r, ,'fi- 8 SPACES �1 y :,. . N •= --,'_.s �. AND LEACH FIELD 4I'=�,..C.d""' ✓�� 'w"" "'"�'""" - _..ter xsxE<<orA __.._.• _ REQUESTED SETBACK FOR k; ;'t r '-' '� 13780 HOPEWELL ROAD Jj PE . PROPOSED GDOT STRO TER POND FOR + ROUNDABOUT DRAINAGERABR PLANS •.,..o., .. -„ N/F PROPERTY OF // 100' SETBACK OFF `M1 ' " "" DATED 01107/2021) SHOWN DISCHARGING \�\ ,. UREENIMPLEMENT7/PAGNGROUPLLC �< '-^ �� - BETHANY WAY " f .G ` + _ DEED BOOK smn PACE 29a r/1 TOWARDS PAMELOT PROPERTY AND TO BE ro. € J!' DEED ac 533x1 % PAGE 3a !!` PICKED UP BY PROPOSED 36" STORMLINE x - r ??r„A •�' ' ''" eG ZONED AG -1 ! INSTALLED ON PAMELOT PROPERTY. WA,z i •p.p�" ;' � _ "�� EXISTING CONCRETE HANDICAP PARKING - 3 SPACES STORMWATER POND T p p �, ACCOMMODATE ADDITIONAL r�'>",-'' 4400CF FOR PROPOSED � O� t r PROPOSED WINERY J/�-GSTRUCTURES ON SITE { t] 1( sjc, sT1, BSPAM j1 - 1 1 t y ,.v s�rs✓ Wac.' £," ,,� a - SHELTER 2,300 SF r,+T 01� �j 1 w I 1 _ ,:> - _ s s: IFFR A !'. Dt,� /•� 4�ib' Gab 111 r i PROPOSED GRAVEL PARKING I 1 _ ",,.• 7. v'; rA� int.__...(,..: 7t si r' EXISTING GRAVEL PARKING 6 SPACES 1 it ,�"4 t� .-� 10 SPACES ( I ' jj ywq ',: - y ":r. J �S }.,.� 2- J r " .rr 1f �. rasa:, i/,q Gtv t # r 9PtF.+6) • ' t. (1 __ ...% .Q. . c � 1 f `. cL 1. I PROPOSED GRAVEL PARKING I ( f} i ``'... stu 10 SPACES ' a .#' I ai r- a " by vo+ fi>* 7#. 1 LP ..'"'<..'".u;£NAro.. t' ' 7 73770 NOPEWELL ROAD E1 �4V 35� N/F PROPERTY OF ALIREZAPR.LAVASS1 NI 100'SETBACK `� xR DEED BOOK 49797 685k ,nt RR2kA.ZONED A1 t ®.. -t`1%A _` • i� to .�---. }`'� ROPOSED GRAVEL 5 :i:•I j , E wN ,•r r, _. I_. 1; i" PARKING - 16 SPACES , + t 75UNDISTURBED BUFFER I �,! - .t r�-,AE � ���/ e" j ,. •� --- '< .., y( q : � / - REQUESTED VARIANCE OF A 1 /" v , t \ :• t f EXISTING SETBACKS AND BUFFERS r i I 1 — ns r , 10' IMPROVEMENT BUFFER >/ =` ` -4'--.. .-F .z� i t N/F PROPERTY OF c O' / ��..�,,.., zass BETHANY WAY ,,i+ - r c;;a.= _ _ _ v;.€<+-.; . /;'�•`'. PF'AJREVOCABLE TRUST 1/7� "'jh DEED BOOK 497431 / PAGE 365 N/F PROPERTY OF ' { y' -il L J s r „� J I „a' DEED BOOK 6035P / PAGE 213 DAVID M. JACKSON III °I I ,,, r r a- _ ED a t Z - \ STACY M. JAC KSON ;'." :. APPROXIMATE LOCATION 'ate+,., ;..�:' , �-'' . i :,.s--- .,r _.......:. .>...: -%'• - r, L'�AsE---...t j y.� i DEED BOOK 5087 / PACE 163 ' /� OF EXISTING SEPTIC TANK 11 ZONED AG -1 k' AND LEACH FIELD �.. .I _.Yr ,_ -F k r t ..✓ y:; X-...`-•---t..�,,, ..i` I u ` x;<t, I �"/i�7, • ' f s--- — EXISTING DUMPSTER x LOCATION PROPOSED GRAVEL d� L t" ,t,yg �, fr r+ „ PATH ar I) ...-.3' �' � t .'t xtr , 1 1 "^ a r• ' r .' , > ,>' ' e (' ,_. PFt01?OSED FUTURE i RTA,.5TTIING " tl l fi t ; r ,t a Fir , •SAi'.!r-..BALL F&,06 - a 1 t � i S ! � PROPERTY OF ✓°`" .. - v � + /j r f- THE' dAJ REVOCABLE TRUST fED 0010 _153 /PAGE 75 IED OK 60352 / PAGE 220 r---' ++ ZONED AG -I / / ' #� t TEMPORARY EASEMENTS 6 .� r 75' CITY STREAM BUFFER 'r ' ! , OPERTY IE ?' i `TITE FAJ REVOCABLE TRUST L 50 ' CITY STREAM BUFFER / " DEEDrgDdP 38E5 DEE BOOK 60352 PPAGE AGE 22� — — -- . —— 25' CITY STREAM BUFFER ^ EXISTING WELL WITH I' ; 25' STATE BUFFER wv� N/F PROPERTY OF 1 z i THE PPAJREVOCABLE TRUST ,, I '' _"j ZONED ._, P DEED BOOK 60424 /PACE 38 I ' ' ZONED AG -1 ss f x i-----.-- ---....: �--------- -----� " N/F PROPERTY OF 7-------------THEPFA'J7fE�CRfTBZ�'iIFL31'- --J 4 13460 HOPEWEROAD N/F PROPERTY OF —7 oeEffWM MV=/ 7AW"45— LISA h'ROAIEN DEED BOOK 60352 /,PAGE 222 ZONED AG -1 DEED BOOK 57274 /PAGE 549 ZONED AG -1 > I -. - _ —CONTOURS - qq= PROVIDED BY FULTOCOUNTY _ r r- GIS ; N/F PROPERTY OF > `A/ RYD. GARRETT � DEED BOOK. 14739 / PAGE 52 j r' ZONED AG -t 3 r/ i .y yarn .,,y,... y ..:.. .... ....P.., �.,y .y..., r..,,.., ., .,.... ........ ..... .,..,....•., ..................r ..........r..,,....• r- r.,.,.• ..�... ,..... . ,.. ....., . „ ...... P----..,... ..,........ � ..: �:P:.,P..� .., .., .... .., ,� ....�.., .. ............ .., ..,..,,..�,«..., �, � 0 P uw y t y t.0 011. . . 111s,. m 1011 Ue vv tiwi I0Usllty v 711nley-nUut 011u rlas,UUI Ws,, u1c. 6 PROPOSED GATE ti PROPOSED PROPERTY LINE - > EXISTING � PROPERTY LINE \ + PROPOSED CONCRETE FULL ACCESS DRIVE - (BY CITY) BETHAN BEND �' 10' LANDSCAPE BUFFER PROPOSED EQUESTRIAN FENCING 1 Is fI l t �r i l � f f TRASH NOTE: TRASH IS HANDLED BY AN EXISTING ON SITE DUMPSTER THAT IS SERVICED REGULARLY. WATER NOTE ISITE IS SERVED BY EXISTING WATER METERS ON BETHANY WAY U21-01 VC 21-03 RECEIVED FEB 2 5 2021 City of Milton Community Development GRAPHIC SCALE IN FEET 30 60 120 SITE NOTES: LEGEND: ZONING: AG -1 OVERLAY DISTRICT: RURAL MILTON EXISTING USE: SINGLE FAMILY DWELLING, 55 SPACES AGRICULTURE; EQUINE a (INCLUDING UNCOVERED RIDING 3 AREA, FARM WINERY PROPOSED USE: AGRICULTURAL -RELATED ACTIVITIES; RURAL/AGRICULTURAL =z EVENT FACILITY; AND FESTIVALS OR W EVENTS, INDOOR/OUTDOOR BUILDING HEIGHT: 2 STORY (EXISTING) m 1 STORY (PROPOSED) SITE AREA: 17.82 ACRES LAND LOT: 892 BUILDING/AGRICULTURE SETBACK: 100 FT UNDISTURBED BUFFER: 75 FT IMPROVEMENT BUFFER: 10 FT 1. THERE ARE NO WETLANDS ONSITE. 2. THE EXISTING BUILDINGS WILL REMAIN AND THERE ARE 2 PROPOSED FUTURE EVENT STRUCTURES. 3. ALL DIMENSIONS ARE FROM EDGE OF GRAVEL TO EDGE OF GRAVEL UNLESS OTHERWISE NOTED. K a TRASH NOTE: TRASH IS HANDLED BY AN EXISTING ON SITE DUMPSTER THAT IS SERVICED REGULARLY. WATER NOTE ISITE IS SERVED BY EXISTING WATER METERS ON BETHANY WAY U21-01 VC 21-03 RECEIVED FEB 2 5 2021 City of Milton Community Development GRAPHIC SCALE IN FEET 30 60 120 SITE PLAN LEGEND: — — — PROPERTY LINE — — 75 FT UNDISTURBED BUFFER LINE — — — — — — — 10 FT IMPROVEMENT BUFFER LINE 55 SPACES 100 FT BUILDING SETBACK LINE a CONCRETE 3 GRAVEL W PARKING COUNT JM TRASH NOTE: TRASH IS HANDLED BY AN EXISTING ON SITE DUMPSTER THAT IS SERVICED REGULARLY. WATER NOTE ISITE IS SERVED BY EXISTING WATER METERS ON BETHANY WAY U21-01 VC 21-03 RECEIVED FEB 2 5 2021 City of Milton Community Development GRAPHIC SCALE IN FEET 30 60 120 PARKING SUMMARY: PROPOSED USE: FESTIVAL / EVENT SPACE REQUIRED PARKING: 2 PER 1,000 SF OF D RECREATIONAL SPACE Z 55 SPACES PARKING PROVIDED: 55 SPACES ADA SPACES REQUIRED: 3 W TRASH NOTE: TRASH IS HANDLED BY AN EXISTING ON SITE DUMPSTER THAT IS SERVICED REGULARLY. WATER NOTE ISITE IS SERVED BY EXISTING WATER METERS ON BETHANY WAY U21-01 VC 21-03 RECEIVED FEB 2 5 2021 City of Milton Community Development GRAPHIC SCALE IN FEET 30 60 120 O a U UJ 0 z O U) LU LU Z LU lU z U1 0 z 0 VJ D Z w0 z U W Q } cD JM =z W W O w J 2 Q m I— U� N O�mZ 0 0C:, O J K O W 1,1 Ntl L.1_ < EL K a O a U UJ 0 z O U) LU LU Z LU lU z U1 0 z 0 Z w0 z U Z _ Of E_ Fn �0 j CA Z N Q W N 7a aD I— �/ v I F- N F- OLUJ O�mZ 0C:, O J WN v a GSWCC NO. (LEVEL II) 0000076492 DRAWN BY KHA DESIGNED BY KHA REVIEWED BY KHA DATE 02/18/2021 PROJECT NO. 014238000 TITLE USE PERMIT PLAN SHEET NUMBER UP -1 t I I I (CLERK OF COURT RECORDING INFORMA]IC%!)_ { _ J N/F PROPERTY OF I LW PFAJREVOCABLE TRUST DEED BOOK 29794 / PAGE 1 DEED BOOK 60352 / PAGE 218 ZONED AG -1 TRACT 5 2.003 Acres 87,230 SF i 2065 BETHANY WAY N/F PROPERTY OF DAVID M. JACKSONIII STACYM. JACKSON DEED BOOK 50877 / PACE 163 ZONED AG -1 � A e EDGE OF ASPHALT ASP HAL WAY ..." EDGE OF ASPHALT SBS:ia'42'w 130.30' p / - y(% W L t.<� S�SpLIT-RAIL. FFNCE 58639'38'W � All*,I 1, r `iS�P�- ', 17549' Q 1318 mj� QQ�� 30.56, $"E +" iu,•) 279 < E Le.<...m,.,.. (80' t r,xDx/ZG4.98 � � �q 34.56' 4.74 R 222 ���---___ - 6 1,RRE 83205.43 E ,155' P :7D 9 55. L 1/ NL J-•CaAr¢� 1� 2 3 '�o / " 4.9 SPU G ca WN T5 5 (TwrcAL) 514E%�2$�u 13780 HOPEWELL ROAD E,�y 1 "'+ ' " ♦ ti y` N/F PROPERTY OF / - t V R )LAGS7LAE — \ GREEN RVLEMENTATIONGROUPLLC 6 ¢ __WAALKWAr� I rq WL N \ n'� DEED BOOK 50717 / PAGE 294 SIACK£0 ��= �I I PAWHO BAK DEED BOO{ 53341 / PAGE 34 / STONE • L'L•rl S(GRY ZONED AG -I m WA ran Tal P 1V I 2 ORW I rrzoPosrD ErsrM£Nr FOR y�i� �'y n it PPAAAM I ' CONSlPERAWOK OF RIES 2� JPAM ". T I PER SNRVEY REF. I \ N • Qe �. °o ^_ cRAVFL\\ auld l p V o (TYPICAL GRAVEL k C V� >x LLa PAM 'AM W . �T� $ I S tI y OPEIWNG- / `l, BE WAD- (TYPICAL)I, I ^ . F s A 1 SAA\ NGRCPY 1 FRACE iCE TF ^GDA "CLeYO O'7j : " . (s7a4ACEy/ µ00o WAu. µALL I y ��R ,•—r.� . IN i..T NY WA ". D0IX4 6kAYE1. 4 T_R I IS06*0401-W 105 HEI OOD (FAME%," / PATH BARN FENCE I 4.01 o_ _5%RY (Fpp1PR — " .l 4Pusnc Ft=NCE 288'36'15:£ 216.34' — A ZTr„pSE PRO✓GS£D EASEMENT -Ft ENO _ _ _ _ - - _ _ - _ ,- \ 2 -STORY M: UP : 1 /a) / / \ ) 2< -- - FENCE FOR CUISTRUCRON A, (T13 jr, 1 MAW 7E OPE., 4IFEY REF G/SE I Z 2 < Lx I 1 .� ,..BRA I•FL.. 1f \ G°:;�x£,G r. ':-pfd. !JI p.I I " A oe, .hn 2� l I -J TRACT 6 4.59.3 Acres 200,068 SF N/F: PROPERTY OF THE PFAJREVOCABLE TRUST DEED BOOK 26353 / PAGE 75 DEED BOOK 60352 / PAGE 220 ZONED AG -I PASTURE - N89'5857"W 321.29' —K 5;iPUT%RAIL FENCE 1�—I6 I Kl'iow what's Iwo. it !j f �_� , ;, Carl before you dig. Dial 811 Or Call 800-282.7411 rI9 LP :. P kp .�\ \' Ili10 to \F`N-CE cauux i /;AM\" �RAWL` �' I aI� �'.p�1, / / I-GRAIQZ- �t4,iv000 !t5 1131 ,..DIRT '0@. COVERED ilk 1 I tix HQeSE i/n�• ❑ -..3tt P00[ WALKWAY RA�',TgNE UP �- I ,. R ARENA^' / J Jerry /%"1 q. �u 13]]0 HGPEWELL ROAD I :arc PUMP \ S8B5$ 37"W i 1 h 0� N x 1 FENCE ^y N/F PROPERTY I y 26823' / I -DIRT �z$ 1 El�N ALIRZA D. LA DA28958'3"W NORSE DEED BOO( 49]9] /VPAGE S6S85 28.99' 1 GWA I ARENA ZONED AG -1 AIVI fI ¢oR rta . v I ° 5ES UP PAIN DnfiI"i. f/// a GRAVEL" / riiP1cu) / / RAe n rc ea { N +dp STONE WALL V / j� —r ALL' TRACT 1 I 4' 6 ( P1CAL) A t / 4A I 2.123 Acres 92,480 SF� N/F PROPERTY OF 4R�NTIEPF9JREVOCABLE TRUST c�`\\0s• `L �efNQ�3 NNYARD DEED BOOK PAGE 65 0 49781 8DEED BOOK PAGE 23 R 11 e -UC a....___.. ZONED AG -1 N Try eJW PLANIER G;e4 } '.. ROL fO.IGE + 1r L7 .i1,Pm 3 ftIRN \ `Ig' � `. RBR f. 4'141000 lJ SPIT 4 '1 y� �O h 3 1A ah✓�b �..r' WapN / <L Y u R TRACT 4 2.979 Acres ' 127,771 SF -N/F PROPERTY OF TBE PFAJREVOCABLE TRUST / DEED ]BOOK6411424/ PACE 36 A." / ZONED AG -1 ap^ -PASTURE s e0c� o ,Xl m 2Y h 6L 1 \ r: f / b x j , PSP , Y_ ROfi S8952'20 -W 72296' `L • �Iry WM%IY17 W'x SS^IJT--RAIL FENCE 25.94' STANDARD ABBREVIATIONS STAt�AR SYMBOLS NOW , Q` EAD TRAFFIC SIGNAL LIGHT BH BORE HOLE f \ WALGRAVEL L )Itll J Y WIRE 4 \ PARKING CURB INLET e OW LINE 0 'I I r.T,� 4.593 �FMOF CONCRETE MONUMENT FIND ISI" 'POLE CO 9 UNKNOWN TRACT 0.495 ECTRIC TRANSFORMER TIND CRIMPED CAP P CRIMPED TDP PIPE c e. I� DROP INLET C S WATER VAULT DIF DUCTILE NiDN PPE ,,.WOODED- I I DOUBLE WING CATCH BASIN w S VALVE AS s FENCE i2Mj METER $�I i 7h `WATER VALVE GM GAS METER Certificate of Authorization LSF -00(1621 j WATER METER INV INVERT JUNCTION BOX 61� FRE / `� ' CHICLE Get va HYDRANT ONDERGROUND ELECTRIC LINE U R _-G DERGROUND GAS LINE GA1Et�I"P., IIT OPEN TOP PIPE cRAttx POWER METER ''�1f- ERGROUND COMMUNICATION LINE � PK NAIL SET --- •y-- GAZEBO \ \ u71111 T 5 O' P POC 0 POINT F COMMENCEMENT ON 0 RCP REINFORCED CONCRETE PIPE h \ 0q RBR IRON REINFORCING BAR O REGULAR PARKING SPACE CENT RBS 5/8"RBR SET CAPPED'LSE 621 LISA FR OMEN HANDICAP PARKING SPACE SS SANITARY SEWER+ the rules and regulations of the Georgia Board of Registration for Professions i � SWCB SINGLE WING CATCH BASIN s TREE POSITION INDICATOR TRANS ELECTRIC TRANSFORMER - T, A ZONNEDED AG -1 & iR014 O TRACT 6 4.59.3 Acres 200,068 SF N/F: PROPERTY OF THE PFAJREVOCABLE TRUST DEED BOOK 26353 / PAGE 75 DEED BOOK 60352 / PAGE 220 ZONED AG -I PASTURE - N89'5857"W 321.29' —K 5;iPUT%RAIL FENCE 1�—I6 I Kl'iow what's Iwo. it !j f �_� , ;, Carl before you dig. Dial 811 Or Call 800-282.7411 rI9 LP :. P kp .�\ \' Ili10 to \F`N-CE cauux i /;AM\" �RAWL` �' I aI� �'.p�1, / / I-GRAIQZ- �t4,iv000 !t5 1131 ,..DIRT '0@. COVERED ilk 1 I tix HQeSE i/n�• ❑ -..3tt P00[ WALKWAY RA�',TgNE UP �- I ,. R ARENA^' / J Jerry /%"1 q. �u 13]]0 HGPEWELL ROAD I :arc PUMP \ S8B5$ 37"W i 1 h 0� N x 1 FENCE ^y N/F PROPERTY I y 26823' / I -DIRT �z$ 1 El�N ALIRZA D. LA DA28958'3"W NORSE DEED BOO( 49]9] /VPAGE S6S85 28.99' 1 GWA I ARENA ZONED AG -1 AIVI fI ¢oR rta . v I ° 5ES UP PAIN DnfiI"i. f/// a GRAVEL" / riiP1cu) / / RAe n rc ea { N +dp STONE WALL V / j� —r ALL' TRACT 1 I 4' 6 ( P1CAL) A t / 4A I 2.123 Acres 92,480 SF� N/F PROPERTY OF 4R�NTIEPF9JREVOCABLE TRUST c�`\\0s• `L �efNQ�3 NNYARD DEED BOOK PAGE 65 0 49781 8DEED BOOK PAGE 23 R 11 e -UC a....___.. ZONED AG -1 N Try eJW PLANIER G;e4 } '.. ROL fO.IGE + 1r L7 .i1,Pm 3 ftIRN \ `Ig' � `. RBR f. 4'141000 lJ SPIT 4 '1 y� �O h 3 1A ah✓�b �..r' WapN / <L Y u R TRACT 4 2.979 Acres ' 127,771 SF -N/F PROPERTY OF TBE PFAJREVOCABLE TRUST / DEED ]BOOK6411424/ PACE 36 A." / ZONED AG -1 ap^ -PASTURE s e0c� o ,Xl m 2Y h 6L 1 \ r: f / b x j , PSP , Y_ ROfi S8952'20 -W 72296' `L • �Iry WM%IY17 W'x SS^IJT--RAIL FENCE 25.94' STANDARD ABBREVIATIONS STAt�AR SYMBOLS AC AIR CONDITIONER Q` EAD TRAFFIC SIGNAL LIGHT BH BORE HOLE f OWER POLE BSL BUILDING SETBACK LINE J Y WIRE CI CURB INLET -�- OW LINE CMP CORRUGATED METAL PPE r.T,� 4.593 CMF CONCRETE MONUMENT FIND ISI" 'POLE CO SANITARY CLEANOUT PETIESTAL UNKNOWN TRACT 0.495 ECTRIC TRANSFORMER CPPD CTP CRIMPED CAP P CRIMPED TDP PIPE c e. DI DROP INLET C S WATER VAULT DIF DUCTILE NiDN PPE This plat is a retracement of an existing parcel or parcels of land and doc DWCB DOUBLE WING CATCH BASIN w S VALVE AS FNC FENCE i2Mj METER END FOUND 7h `WATER VALVE GM GAS METER Certificate of Authorization LSF -00(1621 j WATER METER INV INVERT JUNCTION BOX FRE JB MH MANHOLE - E HYDRANT ONDERGROUND ELECTRIC LINE OCS OUTLET CONTROL STRUCTURE _-G DERGROUND GAS LINE DTP OPEN TOP PIPE PM POWER METER ''�1f- ERGROUND COMMUNICATION LINE PKS PK NAIL SET --- •y-- UNDERGROUND WATER LINE P FOR POINT OF DE GINNING T PHOTO POSITION INDICATOR I NDIC P POC 0 POINT F COMMENCEMENT ON 0 RCP REINFORCED CONCRETE PIPE h N/F PROPERTY OF RBR IRON REINFORCING BAR O REGULAR PARKING SPACE CENT RBS 5/8"RBR SET CAPPED'LSE 621 LISA FR OMEN HANDICAP PARKING SPACE SS SANITARY SEWER+ the rules and regulations of the Georgia Board of Registration for Professions i � SWCB SINGLE WING CATCH BASIN s TREE POSITION INDICATOR TRANS ELECTRIC TRANSFORMER - SIGN N%8'tg q1.W r RAR FE,,aE 291.56' 5'5P1IT-RAIL FENCE _% x 5'SPUT--RAIL FENCE 394.81' %- TRACT 3 1.491 Acres 64,950 SF N/F PROPERTY OF THEPFAJREVOCABLE TRUST DEED BOOK 50592 /PAGE 45 DEED BOOK 60352 / PAGE 222 ZONED AG -1 PASTURE N892655'W 433,91' NA PROPERTY OF MARYD. GARRETT GEED BOOK 14739 / PAGE 32 ZONED AG -1 PARCEL ACRES SQUARE - /ONE TRACT 1 2.123 92,480 AG -1 TRACT 2.575 112,188 AG -1 TRACT 3 1.491 64,950 AG—I TRACT 4 2.919 127,171 AG— I TRACT 5 2.003 87,230 AG -7 TRACT 6 4.593 200,068 AG—I TRACT 7 1.828 79,629 AC -1 UNKNOWN TRACT 0.495 21,541 3,04] O.OSF AME TOTAL AREA 18.027 765,257 86"49 31. f 610.96' :ENCE PROPOSED EASEMENT SI3O463F FOR DRIVEWAY S8706'75"W 260.83' U.sQ DRI Ar< X 77 TRACT 7 1 7 28 = , 79,629 5F �o 13780 PROPERLY ROAD N/F PROPERTY OF SCOTTGRONHLM DEED BOOK 49016 / PAGE 29 / - A $� ZONED AG -1 riRroxrn u /` o TRACT 2 2.575 Acres 112,188 SF N/F PROPERTY OF THEPFAJREVOCABLE TRUST DEED BOOK 33252 / PAGE 470 DEED BOOK 60352 / PAGE 224 ZONED AG -1 -PASTURE - L7 \ L2 N34'01'05 I. E 22.25 L3 N58'02 31 W 16.77 L4 y L75 \{ L6 5 L7 T5f'05'W 668.52' g�. +� aW i Gs JOB _No:__ 1 € f7. Ax % 9 EP CITY: M/LION STATE: GA Y t"t 1 jz PROPOSEDOA ITON q No Dote a t 217 _2i / /�- 3,04] O.OSF AME FOR DRIVEWAY S8706'75"W 260.83' U.sQ DRI Ar< X 77 TRACT 7 1 7 28 = , 79,629 5F �o 13780 PROPERLY ROAD N/F PROPERTY OF SCOTTGRONHLM DEED BOOK 49016 / PAGE 29 / - A $� ZONED AG -1 riRroxrn u /` o TRACT 2 2.575 Acres 112,188 SF N/F PROPERTY OF THEPFAJREVOCABLE TRUST DEED BOOK 33252 / PAGE 470 DEED BOOK 60352 / PAGE 224 ZONED AG -1 -PASTURE - BET�� BEND 7 i VICINITY MAP :ITE LOCATION — IA 11 1 34 ,,' ' 1J1ITI1DF: 84' 1 x 7AL..A kPir IV 1 aXF Y"wr H J IHI5 SUHVL) HAS &LEN PREPARED TOR FHL EXCLUSIVE USE OF THE PERSON OR ENTITIES NAMED HEREON NO EXPRESS OR IMPLIED WARRANTIES WITH RESPECT TO THE INFORMATION SHOWN HEREON IS TO BE EXTENDED TO ANY PERSONS OR ENTI77ES OTHER THAN THOSE SHOWN HEREON. REVISIONS LISTED. ON THIS SURVEY APPLY ONLY TO THE SPECIFIC CHANGES REFERENCED, AND DO NOT CONSTITUTE AN UPDATE OF OTHER DATA ON THIS SURVEY. THE "SURVEY DATE` SHOWN HEREON 15 THE APPLICABLE DATE AS RELATED TO PROVISIONS OF STATUTES OF LIMI7A7ION UNLESS SPECIFICALLY NOTED OTHERWISE. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSPECI-70N REPORT. EASEMENTS OR OTHER ENCUMBRANCES IVAY EXIST ON PUBLIC RECORD BUT NOT BE SHOWN HEREON., THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA BASED ON Flit FLOOD INSURANCE RATE MAP FOR THIS AREA. THEM AP NUMBER FOR THIS AREA IS 13121CO056G, AND THE DATE OF SAID MAP IS 06/79/2020. THIS DETERMINATION WAS MADE BY GRAPHICALLY DETERMINING THE POSITION OF THIS SITE ON SAID FIRM MAPS .UNLESS OTHERWISE NOTED, PLEASE NOTE. ABOVE GROUND UTILITIES ARE SHOWN HEREON NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED. THE DATUM FOR THIS SITE WAS ESTABLISHED U77LIZING GLOBAL P051770NING SYSTEMS, AND BASED ON POSITIONAL VALUES FOR THE VIRTUAL REFERENCE STATION NETWORK DEVELOPED BY eCPS SOLUTIONS. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983(2011)—STATE PLANE COORDINATE SYSTEM OF GEORGIA—WEST ZONE. THE VERTICAL REFERENCE FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988. ANY DIRECTIONS OR DIMENSIONS SHOWN ARE A RECTANGULAR, GROUND LEVEL PROJECTION OF THE STATE PLANE COORDINATE SYSTEM. NO ZONING REPORT OR ZONING LETTER WAS PROVIDED TO THE SURVEYOR. THE SITE IS ZONED -AC-1- (AGRICULTURAL DISTRICT) AS SHOWN ON THE ZONING MAP OF FUL TON COUNTY; GEORGIA. THE MINIMUM YARD SETBACKS ARE FRONT — 60 FEET SIDE — 25 FEET ADJACENT TO INTERIOR LINE 40 FEET ADJACENT 70 STREET REAR — 50 FEET ZONING AND SETBACKS SHOULD BE CONFIRMED AND VERIFIED BY PLANNING AND ZONING PRIOR TO DESIGN OR CONSTRUCTION ACTIVITIES. RIGHT—OF'—WAY LINES SHOWN ON THIS SURVEY THAT ARE NOT ACTUAL BOUNDARIES OF THE SUBJECT TRACT(S) ARE DEPICTED GRAPHICALLY AND ARE SHOWN APPROXIMATELY FOR INFORMATIONAL PURPOSES ONLY. SAID RIGHT—OF—WAY LINES SHOULD NOT BE U77LIZED FOR DESIGN PURPOSES SURVEY REFERENCES 1> EXEMPTIONS PLAT FOR DAtE J. JACKSON PREPARED BY PEARSON & ASSOCIATES, INC. RECORDED IN PLAT BOOK 172, PAGE 65. 2> RIGHT—OF—KAY MAP FOR CITY OF MILTON PUBLIC WORKS DEPARTMENT PREPARED BY POND ARCHITECTS, ENGINEERS & PLANNERS DATED JULY 15, 2779_ PROJECT NUMBER MILOOT, DRAWING NO 60-0001. - �,ZI-DNS. Y� -04� Zl - 21000 zlwwoq (� Z RECEIVED FEB 2 5 2021 City of Milton Community Development L7 5837249 W 74:93 L2 N34'01'05 I. E 22.25 L3 N58'02 31 W 16.77 L4 N2127 17 W 18.98 L75 234'12 51 "E 38.65 L6 E L7 T5f'05'W 668.52' i Gs JOB _No:__ 20206662 DRAWING SCALE 1"= 50' 1lry f7. GRAPHIC SCALE CLOSURE STATEMENT % 55PUT RAIL FENCE EP CITY: M/LION STATE: GA REVISIONS (SffGtBAERW NOM',I jz PROPOSED EASEMENT �, FOR DRIWWAY� No Dote a t 217 _2i / /�- i yywl 7 x 4j c / SURVEYOR CERTIFICATION Fa X: (770) 795-8880 C S This plat is a retracement of an existing parcel or parcels of land and doc JRC LAND LOT. 892 i w s 1"= 50' THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND WAS FOUND TO 8f ACCURATE PROPOSED FAS 10.4 yl0 N 7h of, of, SL cDNSTRucncw s.oPEs I boundaries. The recording information of the documents, maps, plats, or opj, Certificate of Authorization LSF -00(1621 DWG FILE 20206662.dwg DISTRICT: 2nd DISTRICT: 2nd rq a instruments which created the parcel or parcels are stated here,, BET�� BEND 7 i VICINITY MAP :ITE LOCATION — IA 11 1 34 ,,' ' 1J1ITI1DF: 84' 1 x 7AL..A kPir IV 1 aXF Y"wr H J IHI5 SUHVL) HAS &LEN PREPARED TOR FHL EXCLUSIVE USE OF THE PERSON OR ENTITIES NAMED HEREON NO EXPRESS OR IMPLIED WARRANTIES WITH RESPECT TO THE INFORMATION SHOWN HEREON IS TO BE EXTENDED TO ANY PERSONS OR ENTI77ES OTHER THAN THOSE SHOWN HEREON. REVISIONS LISTED. ON THIS SURVEY APPLY ONLY TO THE SPECIFIC CHANGES REFERENCED, AND DO NOT CONSTITUTE AN UPDATE OF OTHER DATA ON THIS SURVEY. THE "SURVEY DATE` SHOWN HEREON 15 THE APPLICABLE DATE AS RELATED TO PROVISIONS OF STATUTES OF LIMI7A7ION UNLESS SPECIFICALLY NOTED OTHERWISE. THIS SURVEY HAS BEEN PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE INSPECI-70N REPORT. EASEMENTS OR OTHER ENCUMBRANCES IVAY EXIST ON PUBLIC RECORD BUT NOT BE SHOWN HEREON., THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA BASED ON Flit FLOOD INSURANCE RATE MAP FOR THIS AREA. THEM AP NUMBER FOR THIS AREA IS 13121CO056G, AND THE DATE OF SAID MAP IS 06/79/2020. THIS DETERMINATION WAS MADE BY GRAPHICALLY DETERMINING THE POSITION OF THIS SITE ON SAID FIRM MAPS .UNLESS OTHERWISE NOTED, PLEASE NOTE. ABOVE GROUND UTILITIES ARE SHOWN HEREON NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED. THE DATUM FOR THIS SITE WAS ESTABLISHED U77LIZING GLOBAL P051770NING SYSTEMS, AND BASED ON POSITIONAL VALUES FOR THE VIRTUAL REFERENCE STATION NETWORK DEVELOPED BY eCPS SOLUTIONS. THE HORIZONTAL REFERENCE FRAME IS NORTH AMERICAN DATUM OF 1983(2011)—STATE PLANE COORDINATE SYSTEM OF GEORGIA—WEST ZONE. THE VERTICAL REFERENCE FRAME IS NORTH AMERICAN VERTICAL DATUM OF 1988. ANY DIRECTIONS OR DIMENSIONS SHOWN ARE A RECTANGULAR, GROUND LEVEL PROJECTION OF THE STATE PLANE COORDINATE SYSTEM. NO ZONING REPORT OR ZONING LETTER WAS PROVIDED TO THE SURVEYOR. THE SITE IS ZONED -AC-1- (AGRICULTURAL DISTRICT) AS SHOWN ON THE ZONING MAP OF FUL TON COUNTY; GEORGIA. THE MINIMUM YARD SETBACKS ARE FRONT — 60 FEET SIDE — 25 FEET ADJACENT TO INTERIOR LINE 40 FEET ADJACENT 70 STREET REAR — 50 FEET ZONING AND SETBACKS SHOULD BE CONFIRMED AND VERIFIED BY PLANNING AND ZONING PRIOR TO DESIGN OR CONSTRUCTION ACTIVITIES. RIGHT—OF'—WAY LINES SHOWN ON THIS SURVEY THAT ARE NOT ACTUAL BOUNDARIES OF THE SUBJECT TRACT(S) ARE DEPICTED GRAPHICALLY AND ARE SHOWN APPROXIMATELY FOR INFORMATIONAL PURPOSES ONLY. SAID RIGHT—OF—WAY LINES SHOULD NOT BE U77LIZED FOR DESIGN PURPOSES SURVEY REFERENCES 1> EXEMPTIONS PLAT FOR DAtE J. JACKSON PREPARED BY PEARSON & ASSOCIATES, INC. RECORDED IN PLAT BOOK 172, PAGE 65. 2> RIGHT—OF—KAY MAP FOR CITY OF MILTON PUBLIC WORKS DEPARTMENT PREPARED BY POND ARCHITECTS, ENGINEERS & PLANNERS DATED JULY 15, 2779_ PROJECT NUMBER MILOOT, DRAWING NO 60-0001. - �,ZI-DNS. Y� -04� Zl - 21000 zlwwoq (� Z RECEIVED FEB 2 5 2021 City of Milton Community Development LINE TABLE BOUNDARY SURVEY INE j BEARINGDIS A CE L7 5837249 W 74:93 L2 N34'01'05 I. E 22.25 L3 N58'02 31 W 16.77 L4 N2127 17 W 18.98 L75 234'12 51 "E 38.65 L6 E L7 T5f'05'W 668.52' i Gs JOB _No:__ 20206662 DRAWING SCALE 1"= 50' SURVEY DATE: 07-29-20" GRAPHIC SCALE CLOSURE STATEMENT % 55PUT RAIL FENCE EP CITY: M/LION STATE: GA REVISIONS (SffGtBAERW NOM',I jz ._11 1 1 111p, 11111111111 1 Marietta, Georgia 30062 No Dote a t 217 _2i / /�- 27371' ri Dent p6ac_ Addee tract c _.—_._._—_ PRO) MCR: DLH COUNTY: FUL TON SURVEYOR CERTIFICATION Fa X: (770) 795-8880 This plat is a retracement of an existing parcel or parcels of land and doc JRC LAND LOT. 892 CouEcr ntrs.FTELDDATA. 1"= 50' THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND WAS FOUND TO 8f ACCURATE not subdivide or create a new parcel or make any changes to any real proper,. yl0 N 7h I boundaries. The recording information of the documents, maps, plats, or opj, Certificate of Authorization LSF -00(1621 DWG FILE 20206662.dwg DISTRICT: 2nd DISTRICT: 2nd I a instruments which created the parcel or parcels are stated here,, RECORDATION OF THIS PLAT DOES NOT IMPLY -APPROVAL OF ANY LOC,:. JURISDICTION, AVAILABILITY OF PERMITS, COMPLIANCE WITH LOCAL REGULATION': OR REQUIREMENTS, OR SUITABILITY FOR ANY USE OR PURPOSE OF THE LAND z W 13460 HDPEWELL ROAD Fur'lhermors, the undersigned land surveyor certifies that this plat complies wo r-. the technical h N/F PROPERTY OF minimum standards for property surveys in Georgia as set forth LISA FR OMEN the rules and regulations of the Georgia Board of Registration for Professions i � In DEED BOOK /PAC{ 549 ¢ Engineers and Land Survey et forth in O..CG.A. Section 15-6-67. - y A ZONNEDED AG -1 & iR014 Eq�o rptSl David L. Hester - �- Georgia Registered g Lard Sirveyol F` 3042" .d. LINE TABLE BOUNDARY SURVEY INE j BEARINGDIS A CE L7 5837249 W 74:93 L2 N34'01'05 I. E 22.25 L3 N58'02 31 W 16.77 L4 N2127 17 W 18.98 L75 234'12 51 "E 38.65 L6 2725030 E 35.95 L7 N19'11'75"E 24.85 2 Z 0,5 Bethany Way p FOR -..LL. ...A uP The PFA) Revocable Trust Land Surveying a 3D Loser Scanning i Gs JOB _No:__ 20206662 DRAWING SCALE 1"= 50' SURVEY DATE: 07-29-20" GRAPHIC SCALE CLOSURE STATEMENT 16 So Barnes Mill Road FIELD WORK: EP CITY: M/LION STATE: GA REVISIONS (SffGtBAERW NOM',I jz ._11 1 1 111p, 11111111111 1 Marietta, Georgia 30062 No Dote a t 217 _2i / /�- THE FIELD CLOSURE UPON .WHICH THIS PLAT IS BASED HAS CLOSURE PRECISION OF ONE Phone: (770) 795-9900 FOOT IN 100.435 AND WAS ADJUSTED !/SYNC THE LEAST SQUARES METHOD. A - ri Dent p6ac_ Addee tract c _.—_._._—_ PRO) MCR: DLH COUNTY: FUL TON O 25 50 125 `L50 TMMBLE "S` SERIES TOTAL STATION AND TRIMBLE TSC -3 DATA COLLECTOR WERE USED TO Fa X: (770) 795-8880 REVIEWED JRC LAND LOT. 892 CouEcr ntrs.FTELDDATA. 1"= 50' THIS PLAT HAS BEEN CALCULATED FOR CLOSURE AND WAS FOUND TO 8f ACCURATE www.geosurvey.com survey. m EMAIL' info�geosurve�!.com _ _ _---- WITHIN .ONE FOOT IN 4948882 FEET. DLH INT. Certificate of Authorization LSF -00(1621 DWG FILE 20206662.dwg DISTRICT: 2nd DISTRICT: 2nd a uzi d� ULI Parker Poe U V Ellen W. Smith Partner t: 678.690.5720 f: 404.869.6972 ellensmith@parkerpoe.com February 25, 2021 BY HAND DELIVERY Ms. Robyn MacDonald Zoning Manager, City of Milton Community Development Department 2006 Heritage Walk Milton, Georgia 30004 o1►vc 031YC zvrol V -6 3 Atlanta, GA Charleston, SC Charlotte, NC Columbia, SC Greenville, SC Raleigh, NC Spartanburg, SC Washington, DC RECEIVED City 01' ivrilton Community Development Re: Applications for Use Permit No. U21-01/VC21-03 (Agricultural -Related Activities); U21-02/VC21-04 (Rural or Agricultural Event Facility); and U21-03/VC21-05 (Festivals or Events, Outdoor/Indoor) (collectively, the "Applications") by The PFAJ Revocable Trust, Pamela Jackson, Trustee ("Applicant' or "Ms. Jackson") with respect to approximately 18 acres of property commonly known as 2105 Bethany Way, Milton, Georgia 30004 (the "Property')' Ladies and Gentlemen: This law firm has the pleasure of representing Ms. Jackson with respect to the Applications. Applicant respectfully submits for consideration the Applications, seeking use permits for Agricultural -Related Activities, Rural / Agricultural Event Facility, and Festivals or Events, Outdoor/Indoor, and associated concurrent variances. History The Property is approximately 18 acres comprised of 7 tracts (both improved and unimproved) owned by Ms. Jackson. The Property is generally bounded on the north by Bethany Way and on the east by Hopewell Road. (It does not include the southwestern corner parcel of the intersections of these roads and it does not include the tract known as 13770 Hopewell Road.) The Property is zoned AG -1 and is in the Rural Milton Overlay District. All of the properties adjacent to the Property and in the nearby vicinity are zoned AG -1. ' The Property is approximately 18 acres in multiple tracts as shown on the enclosed survey. It includes the tract formerly owned by Scott Gronholm, known as 13760 Hopewell Road, Fulton County Tax Parcel ID 22-4770-0892-022, which tract was acquired by Ms. Jackson on February 24, 2021 (the "Gronholm Tract'). The Property, including the Gronholm Tract, is being impacted by City of Milton Transportation Project No. MIL -001 (Hopewell at Bethany Bent Roundabout) (the "Project'). For purposes of this Application, the legal description and survey reflect the entirety of the Gronholm Tract although it is Ms. Jackson's understanding that the City has already received title to a portion of the Gronholm Tract, together with various demolition and temporary construction easements for the new roundabout traffic improvements. Ms. Jackson is working with City staff on the combination plat process Will submit a combination plat prior to the Planning Commission meeting on the Applications and work with the City to process these concurrently with the Use Permits. Parker Poe Adarns & Bernstein LLP Attorneys and Counselors at Law 1075 Peachtree Street NE Suite 1500 Atlanta, GA 30309 i 678.690.5750 f 404.869.69'7% :v;v.parkerpCoe. cCIM City of Milton, Georgia February 25, 2021 Page 2 Ms. Jackson and her family acquired the first tracts of the Property in 1991. In 1996, equine barns were built and horses were moved in, and in 2003, The Farm at Pamelot, Inc., was formally incorporated. Starting in 1997, The Farm started hosting a variety of uses and events including equine breading, boarding and training, animal husbandry, an annual Easter egg hunt, ticketed live music events and various corporate events and weddings at the Property, including using valet services as needed. Starting in 2002, and continuously since then, The Farm has hosted summer camp as a week long day camp for children, birthday parties and other boy and girl scout types of events. There have been a variety of ancillary uses to the farm (including various fruit tree and apiary agricultural uses) historically for more than twenty years. Over the years, and as events have necessitated, Owner has voluntarily limited activities at the Property: limiting hours and days of operation, engaging valet parking services and off-duty police officers for traffic, and limiting the intensity of the event or activity. In 2018, Ms. Jackson planted her first vineyards, and in 2019, The Farm became licensed as the City's and Fulton County's first farm winery. She is adding four additional acres of vineyards this year alone. As the Covid-19 pandemic hit, Ms. Jackson was focused on ensuring her small business and farm thrived, and approached the City for the opportunity to sell beer on site, as an amenity for those who did not drink wine, to participate in events. Ultimately, the result of that request is a disagreement between Ms. Jackson and the City as to the extent of permissible or potentially legally grandfathered uses of the Property and to these Applications.' Proposed Use Permits and Concurrent Variances Ms. Jackson has filed the Applications, with the City's direction and input and based on the City's interpretation of the various uses in the Zoning Ordinance. A general outline of the proposed uses for consideration under each use permit application is attached, together with a list of concurrent variances, if any, required to allow the uses of the Property that the City has deemed to be not permitted uses to continue. Please note that there are no new improvements proposed subject to these use permits with respect to the addition of certain parking spaces, but that, as shown on the enclosed site plan, there is proposed a new approximately 12,000 square foot building to house winery operations, offices and a tasting room (the construction of which would allow for those existing uses to be moved from the basement of the existing residence). The new building and associated parking will be located on the Gronholm Tract. Application Requirements The Applications, this letter, and accompanying documents support Applicant's request for the use permits and concurrent variances requested. Applicant will submit before the CZIM a list of proposed conditions relating primarily to operational and intensity matters. Applicant respectfully requests that the Zoning Department (the "Department') recommend approval of the Application to the DRB, Planning Commission and the Mayor and Council. Applicant is happy to answer questions or provide any additional information that the Department and the City may have with regard to these Applications. 'These Applications are being filed submitted in good faith by Ms. Jackson, to further resolution of disputes between Ms. Jackson and the City regarding permitted and potentially legally nonconforming uses of the Property. These are being submitted without waiver by Ms. Jackson of her rights, claims, interests or defenses with respect to prior, ongoing or future events, uses or operations at or on the Property and without admission by Owner of the need for such permits or variances. PPAB 6133755v1.docx City of Milton, Georgia February 25, 2021 Page 3 Please do not hesitate to call or email me with any questions. If the City agrees, please confirm. Thank you. cc/attachment: Ms. Pamela Jackson (pamela4ackson2(g-)_mac.com) PPAB 6133755v1.docx The Farm at Pamelot Summary of Uses and Concurrent Variances] A. Permitted Uses: Single Family Residence Farm/Agriculture: general and specialized farming, roadside stand (includes apiary, farm animals, fig and other fruit trees and harvesting) Equine (includes boarding [currently 29 horses], riding lessons [50 to 80 students per day], an uncovered riding arena) Farm Winery (tasting room, wine making/administrative offices, barrel tasting, ancillary uses including limited acoustic/background music) B. Proposed Use Permits: (1) Agricultural -Related Activities, Sec. 64-17972 (a) Uses: (1) summer and other school children break camp (week long day camps for children ages 4 and up; Typical hours between 9 am — 2 pm.; Activities include riding and all things horse related, swimming, arts and crafts); (2) birthday parties (6 to 8 per weekend and others during the week with horseriding time, craft option and calve [provided by party family]); (3) boy and girl scout events and similar agriculturally based educational events; (4) art and painting; (5) farm animal petting (not a separate "petting zoo"); (6) events not expressly ancillary to single family residence, fai-rn winery or equestrian permitted uses, but tied to agriculture. (b) Concurrent Variance: Seek to allow existing improvements (barn and parking) as shown on the site plan and survey closer. than 100 feet from Bethany Way. Section 64-1797(c). Any new improvements will meet all setback requirements. (2) Rural/Agricultural Event Facility, Sec. 64-1842 (a) Uses: events not primarily associated with the equestrian or farm winery use of the property including, for example, weddings, corporate events (holiday parties, picnics, team building); yoga or other exercise / physical activity events; book clubs. 'This summary and the Applications are submitted in good faith by Applicant, to resolve disputes between Applicant and the City regarding permitted and potentially legally nonconforming uses of the Property. They are without waiver of Applicant's right, claim, interest or defense with respect to prior or future events, use or operations at or on the Property and without admission by Applicant of the need for the permits or variances described above, reserving all rights and without waiver of any defense, argument or claim with respect to these matters. 2This will be the first use permit of this type issued by the City of Milton. The Property is not the only farm in the City that has historically offered these types of events without having a use permit issued by the City (or, before the City's incorporation, Fulton County). Upon information and belief, others in and around Milton and North Fulton County, include, by way of example and without limitation: Hunter's Family Farm, 14680 Wood Road; Friendship Ranch, 15805 Thompson Mill Road; Crooked Creek, 14400 Providence Road; Fortitude, LoveGOGA, Magnolia Farm, Cathy Cobb, Brownwood, Brownwood Farm, Foxcraft Farm, and My Serenity Farm. Respectfully, given the undisputed permitted uses of the Property including as a farm and a farm winery and given the history of uses on this Property and others in and around the City and North Fulton over the past thirty (30) years, these are accessory uses permitted pursuant to Ordinance Section 64-415 for which no separate use permit is required. The Farm at Pamelot Summary of Uses and Concurrent Variances) A. Permitted Uses: Single Family Residence Farm/Agriculture: general and specialized farming, roadside stand (includes apiary, farm animals, fig and other fruit trees and harvesting) Equine (includes boarding [currently 29 horses], riding lessons [50 to 80 students per day], an uncovered riding arena) Farm Winery (tasting room, wine making/administrative offices, barrel tasting, ancillary uses including limited acoustic/background music) B. Proposed Use Permits: (1) Agricultural -Related Activities, See. 64-17972 (a) Uses: (1) summer and other school children break camp (week long day camps for children ages 4 and up; Typical hours between 9 am — 2 pm.; Activities include riding and all things horse related, swimming, arts and crafts); (2) birthday parties (6 to 8 per weekend and others during the week with horse riding time, craft option and cake [provided by party family]); (3) boy and girl scout events and similar agriculturally based educational events; (4) art and painting; (5) farm animal petting (not a separate "petting zoo"); (6) events not expressly ancillary to single family residence, farm winery or equestrian permitted uses, but tied to agriculture. (b) Concurrent Variance: Seek to allow existing improvements (barn and parking) as shown on the site plan and survey closer than 100 feet from Bethany Way. Section 64-1797(c). Any new improvements will meet all setback requirements. (2) Rural/Agricultural Event Facility, Sec. 64-1842 (a) Uses: events not primarily associated with the equestrian or farm winery use of the property including, for example, weddings, corporate events (holiday parties, picnics, team building); yoga or other exercise / physical activity events; book clubs. 'This summary and the Applications are submitted in good faith by Applicant, to resolve disputes between Applicant and the City regarding permitted and potentially legally nonconforming uses of the Property. They are without waiver of Applicant's right, claim, interest or defense with respect to prior or future events, use or operations at or on the Property and without admission by Applicant of the need for the permits or variances described above, reserving all rights and without waiver of any defense, argument or claim with respect to these matters. 2This will be the first use permit of this type issued by the City of Milton. The Property is not the only farm in the City that has historically offered these types of events without having a use permit issued by the City (or, before the City's incorporation, Fulton County). Upon information and belief, others in and around Milton and North Fulton County, include, by way of example and without limitation: Hunter's Family Farm, 14680 Wood Road; Friendship Ranch, 15805 Thompson Mill Road; Crooked Creek, 14400 Providence Road; fortitude, LoveGOGA, Magnolia Farm, Cathy Cobb, Brownwood, Brownwood Farm, Foxcraft Farm, and My Serenity Farm. Respectfully, given the undisputed permitted uses of the Property including as a farm and a farm winery and given the history of uses on this Property and others in and around the City and North Fulton over the past thirty (30) years, these are accessory uses permitted pursuant to Ordinance Section 64-415 for which no separate use permit is required. See other side for required signatures Office use only I hereby certify that I have completed a preliminary review of the site plan for this project and determined that it meets the minimum standards specified by Sec 64-2153 of the City of Milton Zoning Ordinance. Z--) Staff signature: Staff printed name: L Date The undersigned acknowledges that the site plan is submitted in accordance with Sec 64-2153 of the City of Milton Zoning Ordinance and failure to comply shall render my application incomplete which may result in delay in the process of this application. Applicant signature: — Date 1 Ford Allen Jackson, Trustee m e E PFAJ REVOCABLE TRUST dated February 7, 2019 Applicant printed name: _ — — Page 16—Rezoning, Use Permit & Concurrent Variance cityofmiltonga.us Revision Date: 09.19.2019 HOW OF ~� AGENDA #: DESIGN REVIEW BOARD APPLICATION MEETING DATE: -� I2- /20 -2- J TYPE OF REVIEW: FINAL PROJECT INFORMATION +f COURTESY CASE # PROJECT NAME: +Ga D�-61 c.g 5 ;0r �-75 Ifzvenj PROJECT ADDRESS: t15 OVERLAY/FORM BASED CODE: T4 c r,)h 2 j pla Oho r la HAS LDP/BUILDING PERMIT BEEN SUBMITTED FOR REVIEW? YES ✓ NO PROJECT TYPE (CHECK ONE): SITE/LANDSCAP� BUILDING ,7 SALES TRAILER DEMOLITION ZONINGNSE PERMITNARIANCE OTHER (EXPLAIN) PROJECT DESCRIPTION: L0 v 0 W 4c n irrP d &A O-rfl`ce diao 1. APPLICANTIREPRESENTATIVE INFORMATION CONTACT PERSON NAME: J. Kichzel o t ns COMPANY: "� r" C _L(-6 ADDRESS: roiid,3e, 6;r&le j e p I�)it+j &A 3630 PHONE: D 4 - $ 4- # A4,92— FAX: EMAIL: � A PC) Y'& ilrcorki APPLICANT'S SIGNATURE: To the best of my knowledge, this application is correct and complete. l understand that 1, or my representative should be in attendance at the Design Review Board meeting on Mal -e h 7-.4 7-07-1 at 6:00pm, to present this project. To the best of my knowledge, l have met all applicable Overlay/Form Based Code conditions (Hwy 9/Deerfield, Birmingham, Crabapple, Rural Milton.) Date Applicant: Z I 1 N9/VC, � jOP eLe� ATcy e 711) )2 '' '•: CO CRETE I STAMPS TYPE Al • :. • ' i CONCRETE I'•q,.`':;,'. VALLEY GUTTER 6 -FT WIDE STANDARD CONCRETE 10 -FT WIDE STAMPED COLOR ° CONCRETE STAMPED COLORED CONCRETE IS TO B£ DARK BROWN COLOR W/STAGGERED BRICK PATTERN i p.pe I, ,212'/ s' 10' y11 . 30--I Bt,., E II Know what's below, Call before you dig. Dial 811 GRANVILLE/ACORN STYLE AND TO - W �_ CMAYFIELD ROAD POLES AND FIXTURES, TYP. m - tf i II — REFER TO DETAILS ON SHEET _ o -II -- -- G� - --C N66-44'2,3"E_—�— — =- -0 —---------------5--- �� 7C�,31' f0' MINIMUM PRINCIPLE SETBACK /I .. / O d�° \fG{° 30' MAXIMUM INCIPLE SETBAC -'` LIMITS S79 57'jy 'v,!).44- K 0 20' 30' 40' I —1 SCALE: 1"=20' I a 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND ? -- SITE WORK SPECIFICA77ONS AND SHALL COMPLY WITH APPLICABLE MILTON, GA 30004 EV£LOP£R/OWN£R: FEDERAL, STATE AND LOCAL CODES. DNTACT.• SETBACK LINE fl u—Cr— n y 2. REFERENCE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, TRUCK N/F n Tye �R CONCRETE SIDEWALK (SEE DETAIL) DOCKS, SIDEWALKS, STEPS, TRANSFORMER PADS, ETC. JU < "4' Rep y/0 L414 /WqY 3. TOPOGRAPHIC BOUNDARY SURVEY, PROPERTY LINES, LEGAL DESCRIPTION, OF G :VELOP£R/OWNER: EXISTING UTILITIES, SITE TOPOGRAPHY W/TH SPOT ELEVATIONS, i y LAVO eORpj TRAFFIC FLOW ARROW (PAVEMENT MARKING) OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS (Og 454j0p A a WAS PROVIDED BY THE COMPANY. WI "YIELD" (PAVEMENT MARKING) ONG ENGINEERS, DIRECTIONAL ARROWS (PAVEMENT MARKING) >7904A MO DRIVE; SUlTELO aZ "ONLY" DIRECTIONAL ARROW (PAVEMENT MARKING) ATLANTA, GEORGIA 30324 STOP" SIGN (R1-1) VAN PHONE.- (404) 873-5874 e WHEEL STOP DATED: JUNE 17, 2020 RFQq 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, UNLESS / GROUP OF FOUR GUARD POSTS — — — —` �2" n OUTSIDE FACE OF BUILDING. ® --- CONCRETE TRUCK DOCKS ARE BY THE BUILDING CONTRACTOR. PARKING SPACE COUNT 9'x18' 6. ALL HANDICAP ACCESSIBLE PARKING SIGNS AND S7R/PING SHALL BE /N / ' d)�� CITY OF MILTON STREETLIGHTSV WI ACCORDANCE TH WITH THE AMERICAN DISABILITY ACT (ADA) REQUIREMENTS AND STATE CODE. /4 y - �� /P (fin - GRANVILLE/ACORN STYLE AND TO - W �_ CMAYFIELD ROAD POLES AND FIXTURES, TYP. m - tf i II — REFER TO DETAILS ON SHEET _ o -II -- -- G� - --C N66-44'2,3"E_—�— — =- -0 —---------------5--- �� 7C�,31' f0' MINIMUM PRINCIPLE SETBACK /I .. / O d�° \fG{° 30' MAXIMUM INCIPLE SETBAC -'` LIMITS S79 57'jy 'v,!).44- K 0 20' 30' 40' I —1 SCALE: 1"=20' I a 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND ? -- SITE WORK SPECIFICA77ONS AND SHALL COMPLY WITH APPLICABLE MILTON, GA 30004 EV£LOP£R/OWN£R: FEDERAL, STATE AND LOCAL CODES. DNTACT.• SETBACK LINE fl u—Cr— n y 2. REFERENCE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS, TRUCK N/F n Tye �R CONCRETE SIDEWALK (SEE DETAIL) DOCKS, SIDEWALKS, STEPS, TRANSFORMER PADS, ETC. JU < "4' Rep y/0 L414 /WqY 3. TOPOGRAPHIC BOUNDARY SURVEY, PROPERTY LINES, LEGAL DESCRIPTION, OF G :VELOP£R/OWNER: EXISTING UTILITIES, SITE TOPOGRAPHY W/TH SPOT ELEVATIONS, i y LAVO eORpj TRAFFIC FLOW ARROW (PAVEMENT MARKING) OUTSTANDING PHYSICAL FEATURES AND EXISTING STRUCTURE LOCATIONS (Og 454j0p A a WAS PROVIDED BY THE COMPANY. WI "YIELD" (PAVEMENT MARKING) ONG ENGINEERS, DIRECTIONAL ARROWS (PAVEMENT MARKING) >7904A MO DRIVE; SUlTELO aZ "ONLY" DIRECTIONAL ARROW (PAVEMENT MARKING) ATLANTA, GEORGIA 30324 STOP" SIGN (R1-1) VAN PHONE.- (404) 873-5874 e WHEEL STOP DATED: JUNE 17, 2020 RFQq 4. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB, UNLESS / GROUP OF FOUR GUARD POSTS OTHERWISE NOTED. ALL DIMENSIONS SHOWN TO BUILDINGS ARE TO �2" n OUTSIDE FACE OF BUILDING. ® 5 CONCRETE TRUCK DOCKS ARE BY THE BUILDING CONTRACTOR. PARKING SPACE COUNT 9'x18' 6. ALL HANDICAP ACCESSIBLE PARKING SIGNS AND S7R/PING SHALL BE /N / ' d)�� STORM SEWER GRATE WI ACCORDANCE TH WITH THE AMERICAN DISABILITY ACT (ADA) REQUIREMENTS AND STATE CODE. /4 y - �� /P 7 ALL TRAFFIC SIGNS SHALL CONFORM TO THE UNIFORM TRAFFIC CONTROL r'.y R19 ��2" MANUAL AND THE STATE OF GEORGIA DEPARTMENT OF TRANSPORTATION. V OO j 8. ALL S7RIPED OR CURBED RADII SHALL BE 5' UNLESS OTHERWISE NOTED. 9. THE CONTRACTOR /S RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ANY EXIS77NG IMPROVEMENTS, ONSITE OR OFF SITE, SUCH AS r zr PAVEMENT, UTILITIES, STORM DRAINAGE, ETC. THE REPAIR MUST BE APPROVED BY THE ENGINEER AND BE EQUAL OR BETTER THAN EXISTING l f CONDI TIONS. • �_ 10. SITE LIGHTING SHALL BE INCLUDED /N THE GENERAL CONTRACTOR'S SCOPE OF WORK ALL PARKING LOT LIGH77NG POLES, BASES AND FIXTURES WITH LAMPS SHALL BE INSTALLED BY THE GENERAL O� CONTRACTORS ELEC7R/CAL CONTRACTOR AND SHALL SUPPLY A ONE 3WIDEFLU YEAR WARRANTY CERTIFICATE 11. CONTRACTOR SHALL OBTAIN ALL PERMITS BEFORE CONSTRUCTION `1 JM LU r BEGINS. 12. S/77= CONTRACTOR SHALL SUPPLY AS -BUILT PLANS INDICATING ALL U T CHANGES AND DEVIATIONS 13. ANY DEVIATION FROM THESE PLANS MAY CAUSE THE WORK TO BE UNACCEPTABLE. ��1ST aJ TOJ-� ss 14. ANY UNANTICIPATED CONDITIONS ENCOUNTERED DURING THE CONSTRUCTION PROCESS u, ///v� e4 y SHALL BE IDENTIFIED TO THE ENGINEER IMMEDIATELY. o OUT i 176 6 15. ALL CONCRETE SHALL BE 3,000 PSI 28 DAY COMPRESSIVE STRENG7H. 16. PROJECT SIGNAGE SHALL BE 774E RESPONSIBILITY OF THE GENERAL CONTRACTOR. 17. ALL CURB AND GUTTER IWTHIN THE DEVELOPMENT SHALL BE 18" AND 24" IT SHALL BE 30" WITHIN THE R.O.W. UNLESS NOTED OTHERWISE. 18. PARKING LOT STRIPING SHALL BE INCLUDED IN PAVING CONTRACTOR'S SCOPE OF WORK. STRIPING WILL BE ACCORDING TO OWNER'S 3' WIDE FLUME SPECIFICATIONS UNLESS NOTED OTHERWISE. ALL STRIPING 1S TO HAVE TWO (2) COATS OF PAINT (MIN). Of�VIS N/F 19. LIGHT POLE BASES SHALL BE PAINTED TRAFFIC YELLOW PER SITE WORK ARVOID SPECIFICATIONS. (019 411V4 OOR,4,v920011c ) & 20 AREAS AS ILLUS7RATEDSTHE CONTRACTOR IS N THE WETLANDS DEL/NEA77ONOR AVOIDANCE OFALL WETLA PACK GE.NDS LUM£C DM550-SCS LIGHT FIXTURE, TYP. 21• THE CON7RACTOR /S RESPONSIBLE FOR OBTAINING ANY AND ALL COLOR: BLACK OFF-S/7E EASEMENTS NOT DELINEATED ON PLANS OR KNOWN OF AT MOUNTING: LM TIME OF PLAN ISSUANCE. POLE TYPE: APR4-LSAI T POLE HEIGHT.22. THE SI7E CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL WORK AND FOOTCANDLE AVG. 2.• G. 2.0 {c APPURTENANCE TO WITHIN 5' OF THE BUILDING. THIS INCLUDES REFER TO SPEC SHEET ON SHEET C-22 TRANSFORMER AND DUMPSTER PADS AS WELL AS ALL U77LITY CONDUITS. ONE 16X16' CONCRETE DUMPSTER PAD WITH MASONRY ENCLOSURE AND CONCRETE APRON / T E — _ Y METER /166.83' _ / (DEED) l/ pR/�qTf TONS. - MiA Srnndw0i Rd p T,. W4 r`r VICINITY MAP TOJECT NAME. • N.T.S. SITE LEGEND -- -- PROPERTY LINE MILTON, GA 30004 EV£LOP£R/OWN£R: EASEMENT LINE DNTACT.• SETBACK LINE fl u—Cr— WOODEN FENCE — X — X — X — CHAIN LINK FENCE wZ CONCRETE SIDEWALK (SEE DETAIL) I --W CONCRETE CURB AND GUTTER (SEE DETAIL) ERSON(S) TO BE CONTACTED BY C17 -Y IN CASE OF DEVELOPMENT OR CONSTRUCTION CONCRETE CURB (SEE DETAIL) TT KTSTOP :VELOP£R/OWNER: BAR (PAVEMENT MARKING) ~ TRAFFIC FLOW ARROW (PAVEMENT MARKING) DDRESS: 875 MAYFIELD ROAD a NO PARKING FIRE LANE" SIGN WI "YIELD" (PAVEMENT MARKING) M DIRECTIONAL ARROWS (PAVEMENT MARKING) — LL aZ "ONLY" DIRECTIONAL ARROW (PAVEMENT MARKING) �w STOP" SIGN (R1-1) VAN HANDICAP STALL AND DESIGNATED VAN STALL e WHEEL STOP Av A.D.A. STD HANDICAP RAMP RELOCATED LIGHT POLE • GROUP OF FOUR GUARD POSTS RETAINING WALL (LENGTH AT SYMBOL) BY OTHERS n HEAVY DUTY PAVING ® CONCRETE DUMPSTER PAD LOCATION (6" THICK) O PARKING SPACE COUNT 9'x18' ` J COMPACT PARKING SPACE 8 x 18' & 8'x 16' pl STORM SEWER GRATE OWN SITE LIGHTING FIXTURES , N RIGHT-OF-WAY TO HE DEDICATED OWNER/DEVELOPER INFORMATION TOJECT NAME. • 875 MAYFIELD LLC 7E ADDRESS/LOCATION: 875 MAYFIELD ROAD V MILTON, GA 30004 EV£LOP£R/OWN£R: 875 MAYFIELD LLC DNTACT.• JEFFERSON McCONKEY UI DDR£SS., 875 MAYFIELD ROAD W MILTON, GA 30004 wZ PHONE: 404-550-1620 I --W EMAIL: JM®JLM/NVESTGROUP.COM ERSON(S) TO BE CONTACTED BY C17 -Y IN CASE OF DEVELOPMENT OR CONSTRUCTION POBLEMS. O :VELOP£R/OWNER: 875 MAYFIELD LLC INTACT. JEFFERSON MCCONKEY 111 DDRESS: 875 MAYFIELD ROAD a MILTON, GA 30004 PHONE: 404-550-1620 0 EMAIL: JM®JLM/NV£STGROUP.COM SITE DATA OVERALL PROPERTY 1.458 ACRES EXISTING IMPERVIOUS AREA 0.100 ACRES PROPOSED DISTURBED AREA 1.458 ACRES PROPOSED IMPERVIOUS AREA 0.95 ACRES PROPOSED PERVIOUS AREA 0.508 ACRES 0 N 0 RG/ o a V M W WU� Z RU) W 4z wZ �x 0 I --W 0.r �u p O O �J J�00 O 0 a N 0 /� li — LL aZ a 00 W w 0 Av Qa � LU -j _U Z`� tO LL �- W z N N N M � , N M~ w 5CD V OO G v I.- 23 23 r zr V N N d N M O� zca JM LU r U T aJ aJ 0 RG/ J J z J N z U D z _ t9 LU LU s �r z - A W REVISIONS SITE PLAN 20-0044 DATE: JANUARY 11, 2021 C04 N w 0) WU� Z RU) °¢ m KQ C C:) 0)ZN wZ �x 0 I --W �u CL(), U) W ( = x� O a V Z � ° a J J z J N z U D z _ t9 LU LU s �r z - A W REVISIONS SITE PLAN 20-0044 DATE: JANUARY 11, 2021 C04 /J N ��� 1 � � I t. ^sem""-.---^2'...�• � ° ��/. G'CFSS R /°. �-.. • / / •9•'•p'• . r •. ®,. , :•�.. / Q\ � . , d 6.',�\\ -r �-r- :-`--.._-- ,� : s•: :Q ... :.g .. ' ®. -. 'e •'tl . 41'� ' �.. 4y p 'e;� # / 0/ •.P �,°i �'.' P-1 \ 9:s': 4.� T.e.-., ems-- -. ,--' .-'• +�.r �• if P q... °`��.. .tl,. �•• '.QP 't .�,•... .0.`1 ,.!, 'a:.' �i ��' �7 til 11 � `�: .,�-• _ :d.` ,®. _Q:; •',;.r�:.':.9'�::�.�.:_=..�`� L. .4. '•a'� f �-•..'mss / •� \ \\\�C'p �...:;«..' ''_ EX1S718"RCP \ \ 31 --#-- "_'-_�-_ _._-.-----7f`------ - 1113�p // O �Cv � �- -#' 1 116' .1•ri xlsr -� 111 ii F 12' 26 {�(� /� ---mow mm 111$9 1 1 f,®.`..'� ��ST\\ PS"RCP\ l \\ <.i�� II LP BAST 1�1 1V1A I f IELD f\OAD - _ 1�� (n 0 20' 30' 40 �0�j I I (Typ1 F- r�f SCALE: 1"=20' - Exrs 38'RCPa PROPERTY LINE .�� 9 (b� 111?•3 - _ AREA = 1.458 ACRES 1113'3 3 E':,Y TB„ P9? $ // \� § :\� # _,- N66044'23"E ----- - 11 -_ONE `i j -- 1118, //��� \�`. \ 1� ----- --- -- -- - -- -7 3B. 0 q� y a. 1rT : r _ / #1114" I C " 0 BO' RE -�-._� OHE \r -�--' OHE 91�E\ OHE OHE 1 1� 4.a� 1114.5 GRADING LEGEND "q"„ g ;.•..., 4• .• ..Q.-'. ..\ 1116.:.'. •. .• •• a % y' ' 4r.''✓/ 1&. 1 j; I PROP J8 A-14. \ \4•.:.a.•'... ' ' : , �r y,F5,1< 115' , 15. T �I ° F•I `` fL=1114.50 / �) EXISTING 2' CONTOUR 1 i 9 ,• yj��' 1 IN= 1109.20 1122 <' ¢':�� \\�1�'S \ I �� % {✓D 16 4 °a 141N= 1108.15 EXISTING 10' CONTOUR ITf �E,S.T IN OUT=f l 000 FUTURE 1' CONTOUR /A`FC SDyy 1126 , I i TOa FLSa PROPOSED / /l 000 FUTURE 5' CONTOUR /VV O(/T 7178, 3g , \ \\\�Co j/ I �g�/� q I NV /,v ONE-STORY MEDICAL EXISTING PROPERTY LINE a� I.$ /- I /N176 LF v /v ICE EXISTING RIGHT-OF-WAY BRC 11.0 0&'-_ p09. 5,332 SF , Fk p) � • .'.•6,5'F. F. E. =1114.50 EXISTING SETBACK LINE ST St1...... PROP JS A-2 - - FUTURE RIGHT-OF-WAY TOp �` TOP EL=1116.50 /NPV vL a 7)) R+ �\\ 111 �1 / 4 I ,t';' /NU /FL INV IN=1109.11 FUTURE SETBACK LINE VICINITY MAP 1 L2 ad //y/: INV IN= 1109.11 (PVC) - - FUTURE PROPERTY LINE N.T.S. J M `�?O .•.`,4.� ` 1 I .. c.' I' 1 8�. INV OUT=.1 108.9 14.5 W en X 1103.00 GRADE ELEVATION r gPROP Al B-1 DA -0.05 AC I ° 'I . 4, S STORM SEWER LINE I 1TOP EL= 1115.50 113.85 INV OUT=1113.00 q _ d J RETAINING WALL f II -23 LF 1 , q ,.' n 12"PVC X q °'°q CONCRETE HEADWALL G �1STeR 9 -- -01.31X O 1115. 1115.85 I ; ' ° ^ n F /NJU EXI T 18"F•: I \ , . ° ' e O pq 17?0� 4FD y/Cy © JUNCTION BOX 1742 ae °a a 0 I 4f W ,q FN Or G AY �'• .� 1 �• 'l I , q °.,` . ° ° ° • q 1- -- - -' y LgNO FORGj ® PRECAST CATCH BASIN Q I 4 0 EX 1 ° X (OB "YU A FNG I NEED N=111.0 1118.20 1 3.60 4Sg1p © AREA INLET Vc CgTpp of 116.00 \ 1 \\ I f PROPOSED UNDERDRAIN, TYP.G 1j6 O % P• MP ) GRATE INLET LFV., H Bq S//VC: ^ , , ./5•> I, w \� q \ IY •., . / REFER TO DETAIL SHEET C13 1717)2 'S/W °`. - �' „ : +\ S 65tF \ ® DETENTION BASIN OUTFALL STRUCTURE �°, .e., 18"RC1 EXISTING SPOT ELEVATIONS ARE BASED f "i ° EX/ I a a \ I 01.00% \ f' ,,.'. ,;'", • ; REINFORCED SLOPE (0.5:1) ON THE FINAL AS -BUILT FILES FROM 1 A(/ ST ° : I PE VIOU �t10fJ§RETE THE COMPLETED ROUNDABOUT PROJECT q° /jjyy n Fk7ST S yOUSE i ,� .. ) \ \ \ hY,,..:: I ` OLUME==1114 CFi so SLOP£ ARROW w //vV FL K'CB ` I ' '"� 111k .. \ \-----------�--------- GRADE BREAK LINE - INII 77, I a 1118.6 I \\ I Q U X U ti 4 . j \ !. CITY NOTES y- HP LP C� J N o w � r - I PROP GI A-3 0 ° \ 1. GDOT STRUCURES MUST BE USED W17H/N THE ROW Z a M o N OUT 772 jp 11�' ' �I I "--"';^--_, '� f; 11.1 '1 .r ..I � �. ; .'' / TOP £L=1113.41 _ U O a rn U N 1 1 %a1 J I 1`✓ INV IN FROM (6:)=1109.75 - I� Z 177050 'I 'P TOP fL-I 15.50 I f ! y': 1116.00X 1Ij 1' .90 \ \ i 11 f3 4i 2. GDOT SPECIFICATIONS, STANDARDS AND DETAILS ON PROJECTS /N THE CITY OF W I O I� PROP Al -2 `1 DA -0.1 C 14r I 11 t#8 CUT=1109.1106.25 �S N w U O s>• 1 �1 I 1114.85 \ �j "., / MILTON. LU w o o r ! INV tl(/Tk 08.SQ I 1 PROPOSED \ \ 11 F�7,21. GRADING NOTES Z 3 0, LCq o II { + eI, 1115.25 \ �.,'- ' 1 AFBgA,) J. ALL FREE OFAS TO TOPSORECR IVE 0 S, SUMPSAANDFILL ALLSHALL O7H£REDELE7ERlOU MATERIA PPED �D Z o ¢ >' I ONE-STORY MEDICAL / 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT o ? a ACCEPTABLE TO THE OWNER AND ENGINEER. Z 121, II - I _ ! „ STRUCTURAL FILL SHALL BE CLEAN FROM ORGANICS AND ALL OTHER DELETERIOUS W U = O O 11118• 5,979 FI CE 3 MATERIAL. FILL SHALL BE PLACED /N MAXIMUM 8"LIFTS AND COMPACTED TO AT (0 U / ^`� 2. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON LEAST 95% STANDARD PROCOTOR MAXIMUM DENSITY AND To WITHIN =/- 3% OF U) a Z j �y \I __7 /�' - THE OP7IMUM MOISTURE CONTENT, UNLESS OTHERWISE SPECIFIED /N THE PROJECT Q I .•i 9i III f i I ' �"� I 1 50 F..F.E= 1 1 16'•00 .'l' `�,� •' �� _ THE PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL MAKE A GEOTECHNICAL REPORT OR BY THE PROJECT GE07ECHN/CAL ENGINEER. ALL FILL m < O t j pp TOPOGRAPHIC SURVEY AT THEIR OWN EXPENSE AND SUBMIT /T TO THE 2 PERVIOUS CONCRETE -� OWNER FOR RENEW. SOILS ARE TO BE PLACED UNDER THE OBSERVA77ON OF THE PROJECT M D_ �:.. N • •a GEOTECHNICAL ENGINEER. DOCUMENTATION OF COMPACTION TESTING SHALL BE 4 I II I VOLMDERORE=11 f0IN CF PROVIDED TO THE LAND DISTURBANCE AC77WTY INSPECTOR FOR ALL ROADWAY I ; q ,: 1118 I III I II C'( A 3 CONTRACTOR IS RESPONSIBLE FOR N07IFYING ALL U77LI77ES BEFORE CONSTRUC77ON IN THE RIGHT-OF-WAY INCLUDING DECELERAT70N LANE. I �.' CONSTRUCTION AND VERIFYING LOCATION OF ALL UT7LlTiES SHOWN OR NOT ( ) �+ �'�'>' <' I ':.' Ste`•" SHOWN. CONTACT LAND DISTURBANCE ACTIVITY INSPECTOR PRIOR 70 CONSTRUCTION FOR FURTHER 7ES77NG REQU/REMEN73. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE V " RELOCA77ON OF ALL U77LI77ES ALONG THE RIGHT OF WAY AND ON THE SITE 4. FAILURE OF THE CONTRACTOR TO PERFORM THE PRESCRIBED EROSION CONTROL 1119.3 YC PRACTICES SHALL RESULT /N 77 -IE IMMEDIATE ISSUANCE OF A STOP WORK ORDER 32-, 120 LF ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, SUCH AS, BUT I. N h 48"PERFORATED CMP NOT LIMITED TO SIGNAL POLES, SIGNAL CONTROLS, DRAINAGE STRUCTURES, FOR THE PROJECT SITE PURSUANT TO SECTION 5-103 (B) OF THE CITY CODE. N I U I r % . l TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC. 5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTAT70N CONTROL PRACTICES, D i ') v STONE ENC SE1� 4 WHETHER TEMPORARY OR PERMANENT, SHALL BE THE RESPONSIBILITY OF THE z (p I I 5. IN ALL AREAS WHERE NEW CURB AND GUTTER ARE INSTALLED, REMOVE ALL CONTRACTOR. +I 118. II 1116.00 I' OLD CURB AND GUTTER AND SAW CUT A STRAIGHT EDGE ALONG ASPHALT J ' n 1118 2 I I 48 X12" CMP T£E 6. ALL DISURBED AREAS MUST BE VEGETATED WITHIN 14 DAYS OF FINAL GRADE. 1116.b0 1116.00 I TOP OF PIPE=1110.55 6, CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING y XISTI G X I 9119.2 1°116.30 ' ° I #�` .. BOTTOM OF PIPE=1106.55 IMPROVEMENTS DURING CONS7RUCT70N, SUCH AS, BUT NOT LIMITED TO, 7. ALL FILL SLOPES SHALL HAVE SILT FENCE AT THE TOE OF SLOPE Z -.'•e°i tl , ' /�) DRAINAGE, UT7Ll77ES PAVEMENT STRIPING, CURBS, ETC. REPAIRS SHALL BE 71 ��` 1114.60 I I Q�3V �(SS� EQUAL TO DR BETTER THAN EXISTING CONDITIONS. 8. THE ESCAPE BY THE INSTALLA77ONOOF EROSION AND F SEDIMENT MSEDIMENT CONTROTHE SITE SHALL L MEASURES AND PRAC77CES V f ° FT�{ I 11 10 ' :: %. C11 Q(/J\ jrJ 7. ALL SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. Q I A PAVEMENT SHALL BE GRADED SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. Z d SHALL BEEEDED, MULCHED, FERTILIZED ANDWA CONTRACTOR STO PROWDE PSOIL IF NOT AAVAILABLE TOPROVIDE AIMPLEMENTAT70N OF THE APPROVEDPLAN DOES NSITE. AREAS BMAINTAINED PRO14DE FOR EFFECTIVE EROSION PPOLF a 1 f Q 12" CMP / I n1` PERVIOUS CONCRETE HEARTY MOWABLE STAND OF GRASS. CONTROL, ADDITIONAL EROS/ON AND SEDIMENT CONTROL MEASURES SHALL BE U5 ®1.00% IMPLEMENTED TO CONTROL OR TREAT SEDIMENT SOURCE. Z I %,' W/ UNDERDRAIN 8. SPOIL FROM F0077NGS 1S THE SITE CONTRACTOR'S RESPONSIBILITY. ox EXISTING I I I " J VOLUME=1110 CF CONTRACTOR IS TO USE THE SOIL ON SITE OR REMOVE /T FROM THE SITE 10. THE CONTRACTOR SHALL REMOVE THE SEDIMENT ONCE IT HAS ACCUMULATED TO W Ir°4 ONE-HALF THE ORIGINAL HEIGHT OF THE SILT FENCE USED FOR EROSION CONTROL. W 111.9.00 4r I t<...'; -.. • �., I ` r � � "� "' ' ' ' ' ' ' ' ' 9. ANY FILL USED TO INCREASE THE ELEVATION OF THE FLOOR SLAB OR ANY Z .. yFILL TO BE USED AS BACKFILL, SHALL BE CLEAN, GRANULAR MATERIAL. 11. MAXIMUM CUT OR FILL SLOPES ARE 2 (HORIZONTAL) AND 1(VER77CAL). �. ., III °. , •,, I r I I ,� 05 END OF PIPE PRIOR TO THE USE OF ANY GRANULAR FILL, GRADA77ON ANALYSIS SHALL Z q r I TOP OF PIPE= BE PERFORMED ON REPRESENTATIVE SAMPLES OF THE FILL MATERIAL TO 12. ANY DISTURBED AREA LEFT EXPOSED FOR 14 DAYS SHALL BE TEMPORARILY �'-•4 k I � W BOTTOM OF PIPE=1107.00 DETERMINE WHETHER THE MATERIAL IS SUITABLE AS FILL. COMPACTED FILL STABILIZED KITH SEED OR MULCH. M SHALL BE PLACED /N LAYERS OF NOT MORE THAN EIGHT INCHES /N \• 4 �!' 11188 EXS G °q I �' )' {'. DFS/SgRyO CO/MPAC7EDAT MOISTURE CONTENTS KqTHIN THREE T0 MINIMUM DENSITY OF 95 PERCENT OFRCENT OPTIMUM, 7HE MAXIMUM DRY 13. ALL SILT FENCING SHALL BE TYPE C. REVISIONS s 111 45 1117.65 Il*�0 J.; . _/NA QUR LD & DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD, ASTM 14. THE CONSTRUCTION EXIT SHALL BE MAINTAINED /N A CONDI770N, WHICH WILL DATE: DESCRIPTION (DB 49 O gV7F D-1557 Y. PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WATHIS MAY X. r 20 pG REQUIRE PERIODIC TOP -DRESSING WITH STONE, AS CONDITIONS DEMAND. (ALL 10. ALL SPOT ELEVA77ONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. MATERIALS SPILLED, DROP WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO I ° 1117.75 I ROADWAY OR INTO STORM DRAIN SYSTEM MUST BE REMOVED IMMEDIATELY BY e 1116.30 11. ALL SYSTEM MANHOLES AND PIPES TO BE FLUSHED CLEAN PRIOR To SWEEPING). 1115.50 W TURNING OVER TO THE OWNER. 1117.00 J '•• °j 15. ALL STORM DRAINS AND DROP INLETS WILL HAVE 4"PERMANENT POLLU770N 12. ALL PIPE LENGTHS LISTED ARE BASED ON THE HORIZONTAL DISTANCE FROM PREVENTION MARKERS INSTALLED PRIOR TO INSPECTION. MARKERS ARE 1 S cz,' CENTER OF STRUCTURE AND USED FOR DESIGN. AVAILABLE AT CITY OF MILTON PUBLIC WORKS DEPARTMENT. 17 p 13. THE CONTRACTOR /S RESPONSIBLE FOR COMPARING THE STORM SEWER AND 16. THE CONTRACTOR SHALL MAINTAIN STORM WATER RUNOFF CONTROLS AT ALL L ; 1 f 1117 75 SANITARY SEWER CHARTS WITH THE PROFILES FOR THE STORM SEWER AND 77MES ADDITIONAL CONTROLS WILL BE INSTALLED IF DEEMED NECESSARY BY CITY q. I SANITARY SEWER LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS /NSPEC770N. BL( OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. \\ �UIC e ° l 1115 8 1j 17. EROSION CONTROL MAT77NG SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 14. ALL METAL PIPES TO BE FULLY BITUMINOUS, ASPHALT OR ALUMINUM .a. COATED WITH _ I .. S� y✓A \ 1116' CITY J STORM 57RUC URESD /N RIGHT-OF-WAY 18. INVERTS REQUIRED ON ALL 18. THIS SITE DOES NOT CONTAIN ANY STATE WATERS OR WETLANDS .............. 65e 4�70N AR LIMITS /T1Z L'. .'. 15. CONTACT CITY OF MILTON ARBORIST AT 678-242-2552 TO DETERMINE IF 7g, ON SITE BURIAL /S N07 ALLOWED. fTTA CITY L/y1/TS 116 1''16: //� 7/'F(7 PRE-CONSTRUC77ON MEE77NG PRIOR TO ANY LAND DISTURBANCE /S I�?„ REQUIRED. ALL REQUIRED 7REE FENCE MUST BE INSTALLED PRIOR TO THIS 20. MULCH STORAGE MUST COMPLY WITH THE FOLLOWING SECTION OF THE STANDARD II MEE77NG. FIRE PREVENTION CODE SEC77ON 502.3.1: NO PERSON SHALL STORE /N ANY p 0 1116' 116 1 11 6 1115? 151 S79 °,�j7'I BUILDING OR UPON ANY PREMISE IN EXCESS OF 2,500 CUBIC FEET GROSS VOLUME B 115- 11 / W 16J� ; 16. UNDISTURBED BUFFERS SHALL BE PLANTED TO BUFFER STANDARDS WHERE OF COMBUS77BLE EMPTY PACKING CASES, BOXES, BARRELS, OR SIMILAR 22 2' _ �� --�, q 11k 9 �4' , / SPARSELY VEGETATED OR WHERE DISTURBED DUE TO APPROVED U77LITY CONTAINERS, OR RUBBER TIRES, RUBBER OR CORK OR SIMILARLY COMBUS77BLE BC BC /P _ _ 1115," --..1 1 • 9 CROSSINGS REPLAN77NG /S SUBJECT TO CITY ARBORIST APPROVAL. Do NOT MATERIALS WITH A PERMIT. GRADING PLAN III AFBq �2„ -- -� & 115'4 // -�_ - PLANT REES WITHIN THE SANITARY SEWER EASEMENT _ 21. TWO COPIES OF THE NPDES N077CE OF INTENT MUST BE PROVIDED TO THE LAND '-- O DISTURBANCE INSPECTOR PRIOR TO IN177ATING CONSTRUCT70N FOR SITES OVER 1 I�1�y/ � � l TO CEMETERY �- h r T 0 Know what's below. 1, 11159 Z;m 166.83' "� � � /(DEED --�' - p Call before you dig. ) �p Dial 811- 'o00 CN /V ACRE DISTURBED AREA. PROJECT NUMBER: 22. IRRIGAT70N SYSTEMS ARE NOT ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY. 20-0044 23 CONTACT CITY OF MILTON ARBORIST AT 678-242-2552 TO DETERMINE IF A DATE: PRE-CONSTRUC77ON MEE77NG PRIOR TO ANY LAND DISTURBANCE /S REQUIRED. ALL JANUARY 11, 2021 REQUIRED TREE FENCE MUST BE INSTALLED PRIOR TO THIS MEETING. 24. UNDISTURBED BUFFERS SHALL BE PLANTED TO BUFFER STANDARDS WHERE 0 SPARSELY VEGETATED OR WHERE DISTURBED DUE TO APPROVED U77LITY CROSSINGS REPLANTING /S SUBJECT TO CITY ARBORIST APPROVAL. DO NOT PLANT REES WITHIN THE SANITARY SEWER EASEMENT 0 9 N O CO W U c co w� I.f. a O U M J OW. o Q 0 J co � .j 0 LL � U.U. cm N LU LL Q Q Z op Qij EL � v/ � U C G J W Z P' tWq m r_ } �Z MLLJ W NU M~ w W M y VC �o G � Z It N N ,, N M TOp �` TOP EL=1116.50 /NPV vL a 7)) R+ �\\ 111 �1 / 4 I ,t';' /NU /FL INV IN=1109.11 FUTURE SETBACK LINE VICINITY MAP 1 L2 ad //y/: INV IN= 1109.11 (PVC) - - FUTURE PROPERTY LINE N.T.S. J M `�?O .•.`,4.� ` 1 I .. c.' I' 1 8�. INV OUT=.1 108.9 14.5 W en X 1103.00 GRADE ELEVATION r gPROP Al B-1 DA -0.05 AC I ° 'I . 4, S STORM SEWER LINE I 1TOP EL= 1115.50 113.85 INV OUT=1113.00 q _ d J RETAINING WALL f II -23 LF 1 , q ,.' n 12"PVC X q °'°q CONCRETE HEADWALL G �1STeR 9 -- -01.31X O 1115. 1115.85 I ; ' ° ^ n F /NJU EXI T 18"F•: I \ , . ° ' e O pq 17?0� 4FD y/Cy © JUNCTION BOX 1742 ae °a a 0 I 4f W ,q FN Or G AY �'• .� 1 �• 'l I , q °.,` . ° ° ° • q 1- -- - -' y LgNO FORGj ® PRECAST CATCH BASIN Q I 4 0 EX 1 ° X (OB "YU A FNG I NEED N=111.0 1118.20 1 3.60 4Sg1p © AREA INLET Vc CgTpp of 116.00 \ 1 \\ I f PROPOSED UNDERDRAIN, TYP.G 1j6 O % P• MP ) GRATE INLET LFV., H Bq S//VC: ^ , , ./5•> I, w \� q \ IY •., . / REFER TO DETAIL SHEET C13 1717)2 'S/W °`. - �' „ : +\ S 65tF \ ® DETENTION BASIN OUTFALL STRUCTURE �°, .e., 18"RC1 EXISTING SPOT ELEVATIONS ARE BASED f "i ° EX/ I a a \ I 01.00% \ f' ,,.'. ,;'", • ; REINFORCED SLOPE (0.5:1) ON THE FINAL AS -BUILT FILES FROM 1 A(/ ST ° : I PE VIOU �t10fJ§RETE THE COMPLETED ROUNDABOUT PROJECT q° /jjyy n Fk7ST S yOUSE i ,� .. ) \ \ \ hY,,..:: I ` OLUME==1114 CFi so SLOP£ ARROW w //vV FL K'CB ` I ' '"� 111k .. \ \-----------�--------- GRADE BREAK LINE - INII 77, I a 1118.6 I \\ I Q U X U ti 4 . j \ !. CITY NOTES y- HP LP C� J N o w � r - I PROP GI A-3 0 ° \ 1. GDOT STRUCURES MUST BE USED W17H/N THE ROW Z a M o N OUT 772 jp 11�' ' �I I "--"';^--_, '� f; 11.1 '1 .r ..I � �. ; .'' / TOP £L=1113.41 _ U O a rn U N 1 1 %a1 J I 1`✓ INV IN FROM (6:)=1109.75 - I� Z 177050 'I 'P TOP fL-I 15.50 I f ! y': 1116.00X 1Ij 1' .90 \ \ i 11 f3 4i 2. GDOT SPECIFICATIONS, STANDARDS AND DETAILS ON PROJECTS /N THE CITY OF W I O I� PROP Al -2 `1 DA -0.1 C 14r I 11 t#8 CUT=1109.1106.25 �S N w U O s>• 1 �1 I 1114.85 \ �j "., / MILTON. LU w o o r ! INV tl(/Tk 08.SQ I 1 PROPOSED \ \ 11 F�7,21. GRADING NOTES Z 3 0, LCq o II { + eI, 1115.25 \ �.,'- ' 1 AFBgA,) J. ALL FREE OFAS TO TOPSORECR IVE 0 S, SUMPSAANDFILL ALLSHALL O7H£REDELE7ERlOU MATERIA PPED �D Z o ¢ >' I ONE-STORY MEDICAL / 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL DEBRIS NOT o ? a ACCEPTABLE TO THE OWNER AND ENGINEER. Z 121, II - I _ ! „ STRUCTURAL FILL SHALL BE CLEAN FROM ORGANICS AND ALL OTHER DELETERIOUS W U = O O 11118• 5,979 FI CE 3 MATERIAL. FILL SHALL BE PLACED /N MAXIMUM 8"LIFTS AND COMPACTED TO AT (0 U / ^`� 2. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON LEAST 95% STANDARD PROCOTOR MAXIMUM DENSITY AND To WITHIN =/- 3% OF U) a Z j �y \I __7 /�' - THE OP7IMUM MOISTURE CONTENT, UNLESS OTHERWISE SPECIFIED /N THE PROJECT Q I .•i 9i III f i I ' �"� I 1 50 F..F.E= 1 1 16'•00 .'l' `�,� •' �� _ THE PLANS, WITHOUT EXCEPTION, THE CONTRACTOR SHALL MAKE A GEOTECHNICAL REPORT OR BY THE PROJECT GE07ECHN/CAL ENGINEER. ALL FILL m < O t j pp TOPOGRAPHIC SURVEY AT THEIR OWN EXPENSE AND SUBMIT /T TO THE 2 PERVIOUS CONCRETE -� OWNER FOR RENEW. SOILS ARE TO BE PLACED UNDER THE OBSERVA77ON OF THE PROJECT M D_ �:.. N • •a GEOTECHNICAL ENGINEER. DOCUMENTATION OF COMPACTION TESTING SHALL BE 4 I II I VOLMDERORE=11 f0IN CF PROVIDED TO THE LAND DISTURBANCE AC77WTY INSPECTOR FOR ALL ROADWAY I ; q ,: 1118 I III I II C'( A 3 CONTRACTOR IS RESPONSIBLE FOR N07IFYING ALL U77LI77ES BEFORE CONSTRUC77ON IN THE RIGHT-OF-WAY INCLUDING DECELERAT70N LANE. I �.' CONSTRUCTION AND VERIFYING LOCATION OF ALL UT7LlTiES SHOWN OR NOT ( ) �+ �'�'>' <' I ':.' Ste`•" SHOWN. CONTACT LAND DISTURBANCE ACTIVITY INSPECTOR PRIOR 70 CONSTRUCTION FOR FURTHER 7ES77NG REQU/REMEN73. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION AND COST OF THE V " RELOCA77ON OF ALL U77LI77ES ALONG THE RIGHT OF WAY AND ON THE SITE 4. FAILURE OF THE CONTRACTOR TO PERFORM THE PRESCRIBED EROSION CONTROL 1119.3 YC PRACTICES SHALL RESULT /N 77 -IE IMMEDIATE ISSUANCE OF A STOP WORK ORDER 32-, 120 LF ASSOCIATED WITH THE CONSTRUCTION OF THIS PROJECT, SUCH AS, BUT I. N h 48"PERFORATED CMP NOT LIMITED TO SIGNAL POLES, SIGNAL CONTROLS, DRAINAGE STRUCTURES, FOR THE PROJECT SITE PURSUANT TO SECTION 5-103 (B) OF THE CITY CODE. N I U I r % . l TRAFFIC SIGNS, UTILITY POLES, GUY WIRES, ETC. 5. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTAT70N CONTROL PRACTICES, D i ') v STONE ENC SE1� 4 WHETHER TEMPORARY OR PERMANENT, SHALL BE THE RESPONSIBILITY OF THE z (p I I 5. IN ALL AREAS WHERE NEW CURB AND GUTTER ARE INSTALLED, REMOVE ALL CONTRACTOR. +I 118. II 1116.00 I' OLD CURB AND GUTTER AND SAW CUT A STRAIGHT EDGE ALONG ASPHALT J ' n 1118 2 I I 48 X12" CMP T£E 6. ALL DISURBED AREAS MUST BE VEGETATED WITHIN 14 DAYS OF FINAL GRADE. 1116.b0 1116.00 I TOP OF PIPE=1110.55 6, CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING y XISTI G X I 9119.2 1°116.30 ' ° I #�` .. BOTTOM OF PIPE=1106.55 IMPROVEMENTS DURING CONS7RUCT70N, SUCH AS, BUT NOT LIMITED TO, 7. ALL FILL SLOPES SHALL HAVE SILT FENCE AT THE TOE OF SLOPE Z -.'•e°i tl , ' /�) DRAINAGE, UT7Ll77ES PAVEMENT STRIPING, CURBS, ETC. REPAIRS SHALL BE 71 ��` 1114.60 I I Q�3V �(SS� EQUAL TO DR BETTER THAN EXISTING CONDITIONS. 8. THE ESCAPE BY THE INSTALLA77ONOOF EROSION AND F SEDIMENT MSEDIMENT CONTROTHE SITE SHALL L MEASURES AND PRAC77CES V f ° FT�{ I 11 10 ' :: %. C11 Q(/J\ jrJ 7. ALL SLOPES AND DISTURBED AREAS NOT COVERED BY BUILDING OR PRIOR TO, OR CONCURRENT WITH, LAND -DISTURBING ACTIVITIES. Q I A PAVEMENT SHALL BE GRADED SMOOTH AND RECEIVE 4 INCHES OF TOPSOIL. Z d SHALL BEEEDED, MULCHED, FERTILIZED ANDWA CONTRACTOR STO PROWDE PSOIL IF NOT AAVAILABLE TOPROVIDE AIMPLEMENTAT70N OF THE APPROVEDPLAN DOES NSITE. AREAS BMAINTAINED PRO14DE FOR EFFECTIVE EROSION PPOLF a 1 f Q 12" CMP / I n1` PERVIOUS CONCRETE HEARTY MOWABLE STAND OF GRASS. CONTROL, ADDITIONAL EROS/ON AND SEDIMENT CONTROL MEASURES SHALL BE U5 ®1.00% IMPLEMENTED TO CONTROL OR TREAT SEDIMENT SOURCE. Z I %,' W/ UNDERDRAIN 8. SPOIL FROM F0077NGS 1S THE SITE CONTRACTOR'S RESPONSIBILITY. ox EXISTING I I I " J VOLUME=1110 CF CONTRACTOR IS TO USE THE SOIL ON SITE OR REMOVE /T FROM THE SITE 10. THE CONTRACTOR SHALL REMOVE THE SEDIMENT ONCE IT HAS ACCUMULATED TO W Ir°4 ONE-HALF THE ORIGINAL HEIGHT OF THE SILT FENCE USED FOR EROSION CONTROL. W 111.9.00 4r I t<...'; -.. • �., I ` r � � "� "' ' ' ' ' ' ' ' ' 9. ANY FILL USED TO INCREASE THE ELEVATION OF THE FLOOR SLAB OR ANY Z .. yFILL TO BE USED AS BACKFILL, SHALL BE CLEAN, GRANULAR MATERIAL. 11. MAXIMUM CUT OR FILL SLOPES ARE 2 (HORIZONTAL) AND 1(VER77CAL). �. ., III °. , •,, I r I I ,� 05 END OF PIPE PRIOR TO THE USE OF ANY GRANULAR FILL, GRADA77ON ANALYSIS SHALL Z q r I TOP OF PIPE= BE PERFORMED ON REPRESENTATIVE SAMPLES OF THE FILL MATERIAL TO 12. ANY DISTURBED AREA LEFT EXPOSED FOR 14 DAYS SHALL BE TEMPORARILY �'-•4 k I � W BOTTOM OF PIPE=1107.00 DETERMINE WHETHER THE MATERIAL IS SUITABLE AS FILL. COMPACTED FILL STABILIZED KITH SEED OR MULCH. M SHALL BE PLACED /N LAYERS OF NOT MORE THAN EIGHT INCHES /N \• 4 �!' 11188 EXS G °q I �' )' {'. DFS/SgRyO CO/MPAC7EDAT MOISTURE CONTENTS KqTHIN THREE T0 MINIMUM DENSITY OF 95 PERCENT OFRCENT OPTIMUM, 7HE MAXIMUM DRY 13. ALL SILT FENCING SHALL BE TYPE C. REVISIONS s 111 45 1117.65 Il*�0 J.; . _/NA QUR LD & DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHOD, ASTM 14. THE CONSTRUCTION EXIT SHALL BE MAINTAINED /N A CONDI770N, WHICH WILL DATE: DESCRIPTION (DB 49 O gV7F D-1557 Y. PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHT-OF-WATHIS MAY X. r 20 pG REQUIRE PERIODIC TOP -DRESSING WITH STONE, AS CONDITIONS DEMAND. (ALL 10. ALL SPOT ELEVA77ONS ARE TOP OF PAVEMENT UNLESS OTHERWISE NOTED. MATERIALS SPILLED, DROP WASHED, OR TRACKED FROM VEHICLE OR SITE ONTO I ° 1117.75 I ROADWAY OR INTO STORM DRAIN SYSTEM MUST BE REMOVED IMMEDIATELY BY e 1116.30 11. ALL SYSTEM MANHOLES AND PIPES TO BE FLUSHED CLEAN PRIOR To SWEEPING). 1115.50 W TURNING OVER TO THE OWNER. 1117.00 J '•• °j 15. ALL STORM DRAINS AND DROP INLETS WILL HAVE 4"PERMANENT POLLU770N 12. ALL PIPE LENGTHS LISTED ARE BASED ON THE HORIZONTAL DISTANCE FROM PREVENTION MARKERS INSTALLED PRIOR TO INSPECTION. MARKERS ARE 1 S cz,' CENTER OF STRUCTURE AND USED FOR DESIGN. AVAILABLE AT CITY OF MILTON PUBLIC WORKS DEPARTMENT. 17 p 13. THE CONTRACTOR /S RESPONSIBLE FOR COMPARING THE STORM SEWER AND 16. THE CONTRACTOR SHALL MAINTAIN STORM WATER RUNOFF CONTROLS AT ALL L ; 1 f 1117 75 SANITARY SEWER CHARTS WITH THE PROFILES FOR THE STORM SEWER AND 77MES ADDITIONAL CONTROLS WILL BE INSTALLED IF DEEMED NECESSARY BY CITY q. I SANITARY SEWER LINES AND INFORMING THE ENGINEER OF ANY CONFLICTS /NSPEC770N. BL( OR DISCREPANCIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. \\ �UIC e ° l 1115 8 1j 17. EROSION CONTROL MAT77NG SHALL BE INSTALLED ON ALL SLOPES STEEPER THAN 14. ALL METAL PIPES TO BE FULLY BITUMINOUS, ASPHALT OR ALUMINUM .a. COATED WITH _ I .. S� y✓A \ 1116' CITY J STORM 57RUC URESD /N RIGHT-OF-WAY 18. INVERTS REQUIRED ON ALL 18. THIS SITE DOES NOT CONTAIN ANY STATE WATERS OR WETLANDS .............. 65e 4�70N AR LIMITS /T1Z L'. .'. 15. CONTACT CITY OF MILTON ARBORIST AT 678-242-2552 TO DETERMINE IF 7g, ON SITE BURIAL /S N07 ALLOWED. fTTA CITY L/y1/TS 116 1''16: //� 7/'F(7 PRE-CONSTRUC77ON MEE77NG PRIOR TO ANY LAND DISTURBANCE /S I�?„ REQUIRED. ALL REQUIRED 7REE FENCE MUST BE INSTALLED PRIOR TO THIS 20. MULCH STORAGE MUST COMPLY WITH THE FOLLOWING SECTION OF THE STANDARD II MEE77NG. FIRE PREVENTION CODE SEC77ON 502.3.1: NO PERSON SHALL STORE /N ANY p 0 1116' 116 1 11 6 1115? 151 S79 °,�j7'I BUILDING OR UPON ANY PREMISE IN EXCESS OF 2,500 CUBIC FEET GROSS VOLUME B 115- 11 / W 16J� ; 16. UNDISTURBED BUFFERS SHALL BE PLANTED TO BUFFER STANDARDS WHERE OF COMBUS77BLE EMPTY PACKING CASES, BOXES, BARRELS, OR SIMILAR 22 2' _ �� --�, q 11k 9 �4' , / SPARSELY VEGETATED OR WHERE DISTURBED DUE TO APPROVED U77LITY CONTAINERS, OR RUBBER TIRES, RUBBER OR CORK OR SIMILARLY COMBUS77BLE BC BC /P _ _ 1115," --..1 1 • 9 CROSSINGS REPLAN77NG /S SUBJECT TO CITY ARBORIST APPROVAL. Do NOT MATERIALS WITH A PERMIT. GRADING PLAN III AFBq �2„ -- -� & 115'4 // -�_ - PLANT REES WITHIN THE SANITARY SEWER EASEMENT _ 21. TWO COPIES OF THE NPDES N077CE OF INTENT MUST BE PROVIDED TO THE LAND '-- O DISTURBANCE INSPECTOR PRIOR TO IN177ATING CONSTRUCT70N FOR SITES OVER 1 I�1�y/ � � l TO CEMETERY �- h r T 0 Know what's below. 1, 11159 Z;m 166.83' "� � � /(DEED --�' - p Call before you dig. ) �p Dial 811- 'o00 CN /V ACRE DISTURBED AREA. PROJECT NUMBER: 22. IRRIGAT70N SYSTEMS ARE NOT ALLOWED WITHIN THE PUBLIC RIGHT-OF-WAY. 20-0044 23 CONTACT CITY OF MILTON ARBORIST AT 678-242-2552 TO DETERMINE IF A DATE: PRE-CONSTRUC77ON MEE77NG PRIOR TO ANY LAND DISTURBANCE /S REQUIRED. ALL JANUARY 11, 2021 REQUIRED TREE FENCE MUST BE INSTALLED PRIOR TO THIS MEETING. 24. UNDISTURBED BUFFERS SHALL BE PLANTED TO BUFFER STANDARDS WHERE 0 SPARSELY VEGETATED OR WHERE DISTURBED DUE TO APPROVED U77LITY CROSSINGS REPLANTING /S SUBJECT TO CITY ARBORIST APPROVAL. DO NOT PLANT REES WITHIN THE SANITARY SEWER EASEMENT �...� .�[.. ,r N:• \l \ '�'•.� 9. •'>u'--_ .�;�' %•all F e" a. JLC, .:.••'' •'Q. '.-•�� \ ;ate._,•,x' +v.• ,:a' 07. als car - MOD t mi AYF 4. IELD ROAD F �- t - - - - - ---- -- _ _ / / ._._- Q {t •; .. h 3 ___- - -- PROPOSED UNDERGROUND -' A _I _ .._ o I ELECTRICAL SERVICE - - i K=L - - _ �(_ _ _ - _ - - - _- o LINE(S) TO BE INSTALLED - I'• •' 9I I ' q j I�, I BY GEORGIA POWER PROPERTY LINE `MIL AREA = 1.458 ACRES a -_ � .\ I� N66°44'23"E - --- LPHF �qh aj i pal ..�ON:--�\ OHE OHE_ �� .--yD\ OHE .ONE - 176°1•J P / �`',-• �,<• . n+ ' j',:' JO. 1 b SERVICE LINE(S) _ ��`` , , :•.:., a� a� ^, - 1� TO BE INSTALLsee } BY AGL UTILITY CONTACTTION N" '4. - q�_ °;,: ' ::� � I ° :..; :,.::!:=a'.` i .��',,� �. FDC / J A. FULTON COUNTY DEPARTMENT OF PUBLIC WORKS �\At '• j.,� I ��j Q' ° WATER AND SEWER �I hI CIPQ ��0 / CONTACT: BRANDON SCOTT i .. Q DEVELOPMENT PERMITTING I \1 .• F i I �` , i ° PROPOSED FULTON COUNTY WATER RESOURCES ��11575 MAXWELL ROAD PROP PUBLIC FH PER FULTaW i : PROP ONE-STORY MEDICAL ��ALPHARETTA, GA 30009 1FX/_ CO. STD DETAILS 814 AND 16..PHONE: (404) 612-7059 <p T HYDRANT TO INCLUDE !SOLA !ON ','° OFFICE fT qVALVE AND SHOCK COLLAR 5,332 SF CITY OF MILTON DEPARTMENT OF PUBLIC WORKS�� \� a .° . 3♦ F.F.E.=1114.50 Y ` : ' � \ \ I I PROPOSED n 0 20' 30' 40' SCALE: 7"=20' GENERAL AND FULTON THE FULTON COUNTY NOTES SHALL BE GIVEN PRIORITY CONTACT. CARTER LUCAS�%8x8 x8 TEE W/ PHONE: (678)-242-2626 BLOCKING, TYP. I PROPOSED CO s"7PPVC LF TRANSFORMER INV EL=1110.50LOCATIONS WITH GEORGIA POWER COMPANY ALL PROPOSED OR UPGRADED WATER 10' W/ THRUST ` 3.06N 6" CONCRETE PAD ELECTRICAL AND POWER SYSTEM STRUCTURES MUST BE DESIGNED BLOCK, TYP. I c PHONE: 1-888-6s0-5890 ACCORDING TO THE LATEST FULTON PROP SSMH B-1 COUNTY STANDARDS 8"x8"x8" TEE W/ I I n -•_� a TOP OULTON 'O' TD0113 CITY OF MILTON FIRE DEPARTMENT BLOCKING, TYR �. 4' 4' 4a L r CONTACT: MATTHEW MAR!£TTAa�_a J d 3 4 3J INV IN= 10 PHONE: 678-242-2541. ` I i� ;u ' . �° d !NV OUT=108.25 4 3E1 py MILTON FIRE STATION No.43 I 1-1 2 _,:,p 1 a HICKORY FLAT ROAD II I � r5't M,rS p ' l 6•'S "d ' a � 4 4 Ei MILTON, GA 30004 TAP AND SERVICE LINE INSTALLED I I 8" F/RE LI £ 4 S--------, a d. IH NjF ATLANTA GAS LIGHT BY FULTON COUNTY J III 0 8 W W ° 4 PRIVATE• S£WE ¢' 3S y p F'NJURF IGH I! I a d'. ' .. S 75LF �Y' ATRO OHI O » G PHONE 770-994-6105 I a' a - Y 441 H a . ..4 . d . a < d: _ 6 PVC 0 C FN 0 tiAY N R D AT&T ♦ ♦ I J.. TR GIA PHONE 678-354-3681 i TgM` 3 (Og 45g1 UST E. F �tp o P � X T G N O I 90' BEND W G P COMCAST CA OF jre i a 4. sJ �/ T m HRUST B F t F LOC TYP. t C S K F H N I - - v c. S P I HONE 770 559 699 3 B A I S 1 t 7 I 1 ������ I. ' 7 1 A F � H I I 2 I 4 1 I • .. b S I• UTI 1 e 4 L!TlES PROTECTION I , l :sirs ':• . • , 0 PHONE: 1 soo-282-7411 ♦`.-'.:'ffi !'�c.,-' :..',:.• are. fill F' .: ♦ &00 d4 e 4 I I .. ..L'..r: l AFBq/2 ♦ ♦ro l : RJ SEWERSIC- 67.54' pa . h r. ] '.;: ° •� '` � 011 ".... a 4 r. . RIGHT-OF-WAY W10THTABUCATIONDATA 1 _ . ., �._ .,a., ..---• a e .. I ,n ..... I m _ / ,1 =•.V I CLEANO T I U S 4 EA f. ` T,. 1 SANITARY SEWER M EA MANHOLES 4 I ` rt r I 3 i 1 JJ .: � A, I I r 7 I �, s / » -PROPOSE D 2 R F PVC 4" PVC 148 LF I e 175 LF �` t -`. ONE STORY MED/CAL 8" DIP 168 LF I ,�' 13 LF PROPOSED 2" MASTER. WATER I I <. r*t ``' " METER WITH RPP AND BFP I I I OFFICE k . IyR .�.'."i�.�.�.�.' � -, 8" PVC N l . v - 0.80X I !- tT. ASSEMBLY PER FUL TO .COON I I _ N TY 5 979 SF ALL v � E , EWER LINES TO BE DETAIL 808 �?, i (I I - RIVATELY OWNED l r I F. F.E-1116.00 _ I / •.I I WATER I I ` �� I I NS PROPOSED COa. - I I I I I II INV EL=1110.50 v r' • "1' EXISTING SANITARY TABULA TION DATA < t I I �I I �N(j �" FSEWER UTURE EASEMENT CONNECTIONIs GATE VALVE 1 EA y IM s I " PROP SSMH-1 WATER VAULT 1 £A I 26.66' d PIPE ROBBING - ` SS I V=1109.94 !.: ' FULTON CO STD 113 1-1/2" COPPER LINE 406 LF a� I J., ' ' I `TOP EL.=1114,50 Nj 3 STO INV=11OZ 05 F I 8" DIP FIRE LIKE 200 LF 2 H=:' ° - CLEA ANCE=1.9-FT 'b Z I (J� I f " ,PN h J `:: ,,.'r INV IN=1107.50 j 8 "x8 "x8" TEE 3 EA ' .. I � � f • !} INV IN= 1107.50 8" 90' BENDS 5 EA D I v I J'` INV IN= IIOZ 50 " " i T I I ,Fa 1. '. l i INV OUT -1107.30 N ' f I ~.. r II .. N o a i �.`A.,,o,;il C I I I n• "• d 4 4 4.... ", .,. J' m. I ... !r: 1:•: 7 E I L0 T T i :......y .... o SSS 142 LF L FULTON C ( I I OUNTY EXISTING ' I i .. 1 MANHOLE NOTES L7 w 1. CONTRACTOR TO FIELD V s . fRIFY THE LOCATION AND INVERT OF : � G THE EXISTING WASTEWATER LINE PRIOR TO CONSTRUCTION FT1 2. REMOVE AND REPLACE THE EXISTING INVERT TO ACCEPT THE e NEW LINE AS REQUIRED IN TH£ FIELD. J. CORE FOR NEW LATERAL FROM THE INSIDE OF THE MANHOL£�- ;Q 1 I O 4ea IN THE PRESENCE OF THE INSPECTOR. 4. NEW DROP LINE TO ENTER MANHOLE AT 0.44 -FEET ABOVE THE EFFLUENT INVERT.> £ 5. REBUILD THE WATER TABLE AND INVERT WITH ROWLOCK BRICKS TO DIRECT THE RUNOFF FROM THE NEW LINE TO EXISTING EFFLUENT INVERT. A ' r' • A %•:: ad �:. ;,.1f - 'r ••: I e CEMETERY -- - 6. REHABILITATE EXISTING MANHOLE AS REQUIRED IN FIELD TO '•, a. •', i I ° BRING MANHOLE INTO COMPLIANCE WITH FULTON COUNTY �' 8 122 LF °pO .4 STANDARDS AND REGULATIONS. COUNTY INSPECTOR f 3. THE NEW EFFLUENT LINE /S TO ENTER THE STRUCTURE A FUL TON COUNTY DOGHOUSE MINIMUM ON 0.53 -FT ABOVE THE EFFLUENT ELEVA77ON TO Is ALLOW NEW WATER TABLE TO BE BUILT involved Cnnnedmn to the Fulton County's aamtary sewer andior p.table wstar ".a E I - MANHOLE NOTES ti 1. CONTRACTOR TO FIELD VERIFY THE LOCA77ON AND INVERT` CEMETERY -- OF THE EXIS77NG WASTEWATER LINE PRIOR TO C CONS7RUCTION h 4P $yBCNACyO FY NS/O�f�AY 2. THE CONTRACTOR IS TO CUT AND REMOVE THE TOP HALF 8 122 LF °pO OF THE PIPE ONLY UPON FINAL APPROVAL FUL TON ...........'.'. J COUNTY INSPECTOR 16. Compact on of the backfill of all trenches shall be compacted Nat baet90% Standard Proctor density. Backfill material shall be free from roots, stumps drother foreign debris, and shall be 3. THE NEW EFFLUENT LINE /S TO ENTER THE STRUCTURE A 0.80% MINIMUM ON 0.53 -FT ABOVE THE EFFLUENT ELEVA77ON TO Fulton County re ffi es the follow ng Sewer aad Yater rimes m be mcluded in all projects the ALLOW NEW WATER TABLE TO BE BUILT involved Cnnnedmn to the Fulton County's aamtary sewer andior p.table wstar ".a 4. BUILD 7HE WATER TABLE AND INVERT WITH ROWLOCK respectrody. If there Is a cradhct berap en Fulton County Notes and the General Notes then BRICKS TO DIRECT THE RUNOFF FROM THE NEW LINES TO priority shall be green to Fulton County Notes. THE EX/S77NG EFFLUENT INVERT • 1., IJ I' Y 0 Know what's below. AREA=3804,76 SF N/F 0 Call before you dig. 1. 0.11w t t t H nshown on I o hese ons must conform to Fulton Cow p Pac p xys o v Dial 811 Standards and Sec'ficaflons including Sancta Se a Re ulationsl latest ca ate P 9 ry 9 PY e 6" PVC I.00N 'L • a T�Ne tPN 10 e e , PROP SSMH A-2 FULTON CO STD 113 TOP EL, =1115.90 INV 1N-1109.07 INV IN=1109.07 6.87 I s,7y ,n 1 ix \ P/ 4 ls, 417LFa a 6". PVC 4.88X: ON C17Y LIMITS / ALPHARETT,q CT 112 n LIMITS 116 I S7g 57=3 - 8r,w - 165,44' FREEZE PROOF / HOSE BIBB WITH ri I n REDUCED PRESSURE z I rrri (RP) BACKFLOW /166.83' n D PREVEtil / (DEED) 3 � / N At YSn°N/F �". 40LF 8" PVC TO ti - 1 oX(SNry°'rt/GT 7'70, 6 CEMETERY -- FULTON COUNTY WATER AND SEWER NOTES SE�FR S4N/T °N �r Department of Public Works 11575 Maxwell Road h 4P $yBCNACyO FY 5 -FT DIAM. - 8 122 LF °pO J;.: �.,2' ...........'.'. J 8" PVC 16. Compact on of the backfill of all trenches shall be compacted Nat baet90% Standard Proctor density. Backfill material shall be free from roots, stumps drother foreign debris, and shall be LU did 0 0.80% I ' h Fulton County re ffi es the follow ng Sewer aad Yater rimes m be mcluded in all projects the from the date of approval will be the responsibility of the Contractor Compaction of the back involved Cnnnedmn to the Fulton County's aamtary sewer andior p.table wstar ".a fill of all trenches located under pavement shall be compared to at least 95%Standard Proctor respectrody. If there Is a cradhct berap en Fulton County Notes and the General Notes then I' priority shall be green to Fulton County Notes. SANITARY SEWER EASEMENT • 1., IJ I' Y With F It County Standard 909 AREA=3804,76 SF N/F 18. All required H site asnna is shall be dedicated[ Fulton C Utility q - ro rmittin .All Comity type 9 1. 0.11w t t t H nshown on I o hese ons must conform to Fulton Cow p Pac p xys P ubl- to easements ther titan family residential projects Il hefinal 9 Y P 1 tt d ha116 dee f tli F It nC W t ' t Res u mn r I P iP P P Standards and Sec'ficaflons including Sancta Se a Re ulationsl latest ca ate P 9 ry 9 PY 19. F9 residential projects where on les 't t t P 1 sanitary obsnetobe, iVISAR1V0zD A 4• J;1,.... :.:•RR'�.h' .. .....' (Og connections,piping materials, reguredeasement' is d lunRmns, and property lines 20. For allpojct cont -_g PVC wastewater pipes, also include the followngnotes: (see 491OURANTE �'•`,' utlrces a. Pipe shall be ASTM D3034, SM35 in 123 foot laying lengths with elastomefic .:.i. Ic ,:' '. I '....'' PROP SSMH A-1 t , I I W FULTON CO STD 113 J . • O �} o R db slicing with aflatsh v ItThe width of the ditch rib ' Y g mu be in 5 -FT DIAM. F.J,•;- 8k PVI be .q red tth c mplehon of Ne prgect PIcasette: n TOP EL.=1115.00 / haus � i t q . I 'c sr [ s/decelo merit a ttrio c e alfa to height encountered, r nabs backfill shall eb dtoahe ht 6'above of the to of the pipe, pi 9 P PP• INV IN= 1108.67 tie 't b II shall extantlto l2 -above the to of the v Ppe O INV IN= 1108.67 E. Neoprene couplingsw'Hlstainless steel bands and shear rings re paired for different g a req joining p INV 011108.47 o. ) 7. 7. Pools small let era n'nto wastewater tape terns. Pools shall dranntoana approved ed individual P P systems. PP PROP DUMSPT£R DRAIN ABT S-29008-02 CATCH BASIN 10 to concede, tleathlontl'- shall at oat f a months ter the tMuntionb Accepts TOP EL. =1116.00 J requirements as outlined in UNI -S-06 or current revs on A Fulton County Inspector mart be County Inspectormull INV OUT= 1109.50 ! .'.'.'.'.... s locatedw ithlnapzvedareashelf an concentric onall ctions And ren 21. All menhole,ver, DUMPSTER DRAIN SHALL INCLUDE �'- connection to existing v✓astewaters stems g y TRASH BUCKET AND A BOLT 10. Contractor iz to cut and remove the pipe only upon fnatapproval by Me W lNn County aand ct- dense manholes bated within a flood prone area shall have eccentric cone sections DOWN CAST IRON FRAME AND with bolt down aske[ed flange u fir ti e amt and covers. Raise ofmanholes til d a .areas 9 9 P p P 11. All wnstructe!with and ahem another c sloth ,utility line shat thanain GRATE. A P -TRAP SHALL BE Far constructed!withconcrtesaddlepass separating. to � ration PLACED ON THE OUTLET PIPE �". 40LF 8" PVC TO VICINITY MAP NITS. r O CEMETERY -- FULTON COUNTY WATER AND SEWER NOTES PROP SSMH A -IA Department of Public Works 11575 Maxwell Road FULTON CO STD 113 - - �- 5 -FT DIAM. - TOP EL. =1115.00 _ -STNV IM=1 OL9.10 VAS INV 0111 - VF 16. Compact on of the backfill of all trenches shall be compacted Nat baet90% Standard Proctor density. Backfill material shall be free from roots, stumps drother foreign debris, and shall be VICINITY MAP NITS. r O FULTON COUNTY WATER AND SEWER NOTES Department of Public Works 11575 Maxwell Road t4 Eight (89 or Wr er ell shall be CCN ins 9 g PP petted. A vim, freeportable storage drive FULTON Alpharetta,Georgia30009Telephone: 404-612-3421 (USB Hash Drive) and written inspection IWshallbeprovidedwhenas-guiltsaresubmitted. COUNTY www.htltoncountyaa.gov 15. USF 7635 Box required for wastewater stwormts in paved area per Fulton Counts Standard W Z Detail 709. O 16. Compact on of the backfill of all trenches shall be compacted Nat baet90% Standard Proctor density. Backfill material shall be free from roots, stumps drother foreign debris, and shall be LU did 0 kn U) ri1 placed at or near optimum moisture content Correction of any trench settlement within a year Fulton County re ffi es the follow ng Sewer aad Yater rimes m be mcluded in all projects the from the date of approval will be the responsibility of the Contractor Compaction of the back involved Cnnnedmn to the Fulton County's aamtary sewer andior p.table wstar ".a fill of all trenches located under pavement shall be compared to at least 95%Standard Proctor respectrody. If there Is a cradhct berap en Fulton County Notes and the General Notes then density. 17. Sanitary w laterals should be marked with 4'x4" post with man 4feet above ground The top priority shall be green to Fulton County Notes. 1'should b painted green Each lateral is to be bmughtto the ground surface in accordance Q With F It County Standard 909 SanitaryN 5ewr t 18. All required H site asnna is shall be dedicated[ Fulton C Utility q - ro rmittin .All Comity type 9 1. 0.11w t t t H nshown on I o hese ons must conform to Fulton Cow p Pac p xys P ubl- to easements ther titan family residential projects Il hefinal 9 Y P 1 tt d ha116 dee f tli F It nC W t ' t Res u mn r I P iP P P Standards and Sec'ficaflons including Sancta Se a Re ulationsl latest ca ate P 9 ry 9 PY 19. F9 residential projects where on les 't t t P 1 sanitary obsnetobe, 2. No sari to a sin Il be « ted [heCan With ut an as bull drawn ry P � tY g g se the County, the following apples5 itaryse er easementinside property line to be shownnfnal sin ninfi honzo tat and vertical alignment of the sever system, the location of all manholes sewer s, platf r d g. connections,piping materials, reguredeasement' is d lunRmns, and property lines 20. For allpojct cont -_g PVC wastewater pipes, also include the followngnotes: (see 3. Contractor must field verify the location and elevation of all known and unknown underground attached condition for PVC). utlrces a. Pipe shall be ASTM D3034, SM35 in 123 foot laying lengths with elastomefic 4. Ail tempmary and permanent wastewater Basements must be dressed and grassed to sealed joints in acconlance with ASTM D3212 control os rot t Trees shall not be lantetl in the emanent eaem ntara P eP s e e P P r b bedding shall sharp, angular, crushed Bedding shall extends Pipe ng rP 9 9 or than lOteetofa Who County m Innumof4 ideas,thei d extend H top of the Ow I The bedding shah be PP P pipe g 5. 0.b alt drawings maintenance b rid mustsubmitted (1Mare d prior 99 0 o R db slicing with aflatsh v ItThe width of the ditch rib ' Y g mu be in von and awe lance itala bulltw 11 be u ed Note tha[di digital as guilts will - Pec P 9 9 g italp 'M OSHA SafetySfarzdards. be .q red tth c mplehon of Ne prgect PIcasette: n Ib dell Aft r beddin4 complete kill Re of the the / haus � i t q . I 'c sr [ s/decelo merit a ttrio c e alfa to height encountered, r nabs backfill shall eb dtoahe ht 6'above of the to of the pipe, pi 9 P PP• oe tt -ns e<Yn forth. requirements, Maintenance - ods q Pb n are due at final 9on tie 't b II shall extantlto l2 -above the to of the v Ppe app oval of [h asbuHts. ecTonsshatlbe45" WVESanonsatm Proves PVC' tots ers PP PP d Fittingseach E. Neoprene couplingsw'Hlstainless steel bands and shear rings re paired for different g a req joining for each Wte I Provide rest I dal era rtme ores and tans [ons to Pe 9 es of sanitary sewer Piece, ryP ry p P iron e a o mended b the i. manuipfl, er PP Y pipe manufacturer. 7. 7. Pools small let era n'nto wastewater tape terns. Pools shall dranntoana approved ed individual P P systems. PP After i required. Inbald eFl shelf Invited to 3vmof dict., netectd sign9 wastewater m tit stem. 9 Y .,wear. to concede, tleathlontl'- shall at oat f a months ter the tMuntionb Accepts 8. Low air required! all wastewater systems p 9 q pipe y t before acceptance, At installation ce, thattime p atCme deflection shall be limited N.,9fiof requirements as outlined in UNI -S-06 or current revs on A Fulton County Inspector mart be County Inspectormull the dianefnal diameter. presentduringshall s locatedw ithlnapzvedareashelf an concentric onall ctions And ren 21. All menhole,ver, verify pipes a A Contmctorshallfield ver fire nosed i a a frames old tour, All withinerunpaved thin have cone es mflange st connection to existing v✓astewaters stems g y hinged carea sec[ n with uplocated me in locablecover bckable coverx All Covegorhinsion ozw gold dmvn Hang.uprone 10. Contractor iz to cut and remove the pipe only upon fnatapproval by Me W lNn County aand ct- dense manholes bated within a flood prone area shall have eccentric cone sections Ins ecror p with bolt down aske[ed flange u fir ti e amt and covers. Raise ofmanholes til d a .areas 9 9 P p P 11. All wnstructe!with and ahem another c sloth ,utility line shat thanain to grade. Far constructed!withconcrtesaddlepass separating. to � ration a.aretitaryseermaendinse rewereazd a v t rs alb the Director ofPW. All P ry PP Y 12. Nnitary 22.1 ce of this encore does null any -y' ply that wet I iP for building " permits will sanitary manhood groaninhou ash odmusnasandt N the ground b is ued.ContaRlhe De admen[d Public Nb Water Resour ezD" p r14 < n Sion of 1404 612-)400 13. Fee allfar undmuq individual normanc ansh water designand23. Protects uteiin further inNrmation. provisions c Fulton Count Dspeemen[systems shall be in conformance with Fulton County Depertlrwntof Hearth and Wellness An than to the sever drawings bea approved Fulton Conn y goo g tors y Conniff. recula regulations. 24. Notify Fulton County hsspecmr 24 -hours Prior to construction. Weer Notes 14. A 6- P.M.0<ondultw 11 be used to access al to u 1 is ono of [e sides of street exce tin PP P no cul-de-sacs Inspection must be notified 24 hours beforec rtuRon be n P 9tz Marking System (EMS) 1. Alention markedv✓itha continuoustly rz9 15. Thrust blocking will be used at all bends lu testsand firehdrzntz gsa Y Tape, at amaximnes Tape,atamavmumbudalde above m waterline located 16. Firth drams shown in the radius of curve shall be Id adjusteds v Y al esliest the actual Wow Meagelh) 6116162207513). Wow the tape l3M Palhrwrkng Tape Model k80 6116 16220 )613\ installation fire hydrants Nilbe outside f curve radius. 7.. Water valve markers sin nthn statsf 1]. All sampling stations and automati<flushN stations installed adevelo m fi I P g g p est al ndstreem Water valves that are in the street will be clearly marked with a V suck out on the curb. the sPlacedll be marked itha suck out be metered and the sampling station shall be awned and maintained by the HOA. All line 3. All temporary and permanent water easements must be d ressed and grassed to control 6' diameter or greater must be pressure tested at 250 psi for a minimum of two (2]hours5 .moon prior to acceptanceNo trees will be allowed to be planted in utility easements or 18. Water tapsservce lines and mete -bo - dential oubd "ons will th, staged by lies within l0feet of a public to ai re developer per current Fulton County specficat rd, 4. As -built pnorN andmainbna cesbuilt,must be submitted arida,. real 19. All required off see easements shall be dedicated to Fulton County prior to Utility q tyy ty pe tionandac as-bired inspection and acceptance Digital as-bu It will be required. Nob that digital as-builn will be permitting All public on site asements for other than single family residential projects gird at the m prabon of the project Pleasesere that ill be final platted shall be dedicated to Fulton County prior to Water Resources tlt cernegaaov/=.rites watereenaces/develoondut pe ftppve. p tt'g/ r.tlon brfhe requirements. Maintenance bonds are due at Hnal 20. For residential Friends✓here onsite vwtereasemenfsereNbeded'caned toFu [on approval of she as bulge County, the Following applies:Water easement inside property line to W shown in final plat 5. All constmcton methods and materials used in the Fulton County Water System most ba for recording of Ductia madeiction, 5tbe ntmeet 21. An changes to the water dm i smost bea approved Fulton Counts. Y 9 n9 PP Y ry w11 illacctard Plans that dothecttoAN570.WlNn all Spec: frafons Plans finales not meet the spec fcationz'n all respects will not be accepted. 22. Notify Fulton County Inspector 24 -hours prior to construction. All lines should be Class 51or,daater(when requested by the County) Allservicelines should b T K" r Tyre, PP 6 Contractor i responsiblet vie' the location and depth of water r rH,• p g nes pro M spoptonden J M LU oy 7. Reqs red ISinchv t1 separation between proposed water lines and other existing and proposed tllifiesl shall be ver3'ed during construction B. If existing water service tine 4 to be removed and abandoned, the service shall be removed back to the corpora[ stop d capped at Hie water mai n linen the presence of the nspector. Other existngand abandoned water serves et ctures will be removed -n the esence of theins ector P P 9. Wale meter boxes are[ havet' inch Type q("Copper s. ice line The service fine must be chn n o from tie t the water meter and shall have amnmum cove of 48 All j' isshallb flared Th -ee rine shall .ori N the man line with ad t apwtha corporation cockwuh a minimum of 18" between taps 10. Water meter box shall be of ethele emeter vath p y n box (Mode pslyefhelene lid (Madel 1219-1-MKF deep). ❑d for stretch yoke box shall be DFW' Model yokebox s1allbeF AMo 6514-1-MKF deep tMih oblong knack out and %-inch recess for meter antennae with a ferrous magnet in the lid and a plastic locking mechanism. 11. For residential subdini No individual meters are to be placed in a concrete sidewalks, d' ay Meters mus[ be mainNmed in grass areas. 12. Th contractor shall stall cast iron water meter boxes and l"type" k" copper service lines for II services including culde,ocs. 13.Lot linescall W dearly Identified and marked on top of curbs before the water main is installed. RPZ BACKFLOW INSULATED PREVENTION DEVICE FIBERGLASS ,RIGHT-OF-WAY LINE GATE VALVE ENCLOSURE /N VALVE COPPER rj BOX UNIONS COUPLER W/CT REDUCER J\ METER BOX COPPER PIPING RISER PIPE METER PER FULTON COUNTY (BOTTOM OF DEVICE MUST BE 12" MINIMUM ABOVE GROUND LEVEL.) WATFR A&7r-R AND BACKFLOW WINTER N. T. S. P O R ON M Q P m n r O O O QU J mo XON W U N o� o 0 �¢ N CD c� O rnZN W Z U � � C7 O Z h LU did 0 kn U) ri1 Z W 0 o I- it V � > a CL Z �3 v U U)O U oa W Z Q LU O m = a t7 U OC 0 J W Mo J 0 o W� �L J�0"WCLL OLL O /L Ii N - LL Q W0 Z � o_Z a. "1 W O 11 M P Q_51 a r U �U) mo W LL >_ OilC4 Y/ MW no o00 G MN U �s �r Z � N N d N c Z ty J M LU oy L) '' T IL-i O R ON M Q P U J ei h liez t/f z O e z LU 0 LU Ar z all z Uj REVISIONS DATE: DESCRIPTION UTILITY PLAN 20-0044 DATE: JANUARY 11. 2021 C06 m n r O QU J mo XON W U Z �V) o� o 0 �¢ N CD c� O rnZN W Z U � � C7 ti W � 1 O C,LU Z h LU did 0 kn U) ri1 Z W 0 o I- it V � > a CL Z �3 v U U)O U oa W Z Q U O m = a t7 U J ei h liez t/f z O e z LU 0 LU Ar z all z Uj REVISIONS DATE: DESCRIPTION UTILITY PLAN 20-0044 DATE: JANUARY 11. 2021 C06 Y , \2 qC'C SS j• "^` / 11 S•'•` • . •-,--_"_ .a r „ • 6' / f4: .�' q Y': '^;� i._•-vf;,�-..--'- .®,, ej. '•v 4.=.a. �`� •. •a, i .Qv a+•".�--•`% y. Q I �`�• ` a .w':- • , :Q'. .'4 : a •: a• . . e m:a.-- .�' 4} ✓ // • \ .; \\RCA .•' `` EXIST 18"RCP �''" =�-✓1182 69 /�� ';,•��\ {� 1113• I - O��j _ 111 �.•/ 4\\\ EXIST \ l/ \,, o \\ 111 I fYjk}1Z 1}126 -LD ROAD `�L)] _ �2 1115•g ''..o. :'/ >6;S� \\ 18"RCP I I LP BgSE - _- - -� / O-L-���-�O� 1 < ;.y� I I �ryp; - __� -�- - I _ 3 MULCH1113-- �� ,. � �"4� � o _-_-_ �-,,:__._��.- :..a... • �._ . -- �8 RCP 'f •,•-. ..,-- I I __-" w � ..•�yE •z �• �•<�_,.�... - CR ` 1 1.9t/ m ' •'.«4r 111 - _���: �j_- ` I I 1113 - -- ------ - - - -- -- - sr, 19? // _ ,\� # -_ _ N66 -44'23"E- --- - 8 p� 111$8 � `�• �:..;�/I------- --------- , ---� 7,.�------.".��p?.)J#1114,0. 31 y u _ J 'T BQyy.C. ���`..`Y \'� •\ �E OHE� E OHE� 1..,6 �1 • c "OHE OHE- --.--OHE-- .s :$N�i Qa ,/�{{ / ',t' UL) 111 a:�a-;� q• •� :p'• �- \ '' \' ,: _ _�� * .4;;•% 114' 1 +OO© 0 F o© 9 J 40 JQ . (C{✓J ° . £k/ ' '0 €� ST V. X1116.2 S� I f ' �P2�'1 ropF�s° PROPOSED 10 �Z 5 /N✓DUT sy �::\\\�C� fl I �� d �Nv/N, )ONE-STORY MED/CA Mpy 1103 £k, �+� \ \ 8 % rC 2•g /Mv "V ` JJc-, 7 LL 35 4P sJ ��, �:.:.•'• \ I apt 1Nv 1D OFFICE ggsf / o: Dur °920.. 5,332 SF SC ��� OPEN SPAC4 ° 1'°' " F.F.E.=1114.50 yVSJSNCB ,4.`\\\1113QREA 4!D PROPOSED SF, ! e ° 3 / OP/SJSDA'H TRANSFORMER e-elFL £� LOCATIONS WITH TYP., i /N t 1N ^ „/310` 6" CONCRETE PAD 1, v 71 T1>O o. 1 11'� ° a / ��le- 1 �. DST 7F��$,� L.' ♦ � � I e d' a s 'p �4'• ` - _ --- O 8"W W L ll '~• � e R W ST Yh 1 3.4) :-x:.-.-WO 1.ND RG/ J A 1 RU ell- De 4sr 35-L t O '5410 p FFV CATO/y$FSjNGL �."o, fl-jSTI I��. I 's 35 -EG 2 O � ``:. 8 O JD 1=,: •.,�..,... � 50 -EG ° AB /ST y 1901 • /I /NV/F swce ASF { 1 J j y k '. "Iif Z/vv1 /�„ �T 1,12 jp'3 SOD SOD STRIP--� 117 # �I LL I ` PROPOSED " • -STORY MEDICAL c�i 1 /1 2} ii M OFFICE k. N ,.. t r � - - 35 L �I �! 300 -OP y ST 5,979 SF F.F.E=1116.00 F II _ 11. 10 Cc' • ! .. o C I . �`.•. -J G'C AB p 6 JD .... •k Fk/STS`~' v\SS__ NOTE:.':. AZ ' t' . 0 S SHO N IN PAVE r� . O y �� <,a r , N I 10 3n � �... 3 SOD STRIP ", - ° ¢ # :. 9 v I EA s ,�R S TO HA E TREE GR 1 O AZ C 5 F::'' -'; AZ 111° LANDSCAPE NOTES M 7. PROVISIONS FOR TREE PROTECTION ON THE SITE `'1 1118 I 1 I'C3 35-L, r;` Z AZ OUT 7�Oj20 SHALL BE, AS A MINIMUM, IN CONFORMANCE WITH�` THE REQUIREMENTS OF THE LATEST EDITION OF THE CITY OF MILTON TREE PRESERVATION ORDINANCE AND ADMINISTRATIVE GUIDELINESi•' ( I O I PERTAINING TO TREE PROTECTION. Aw. C JD i I I ° I 3S - L 2. IF THE LANDSCAPE DESIGN AND PLANT MATERIAL < 8 I !) I '.,•. ° c i ARE CHANGED FROM THE PERMITTED PLAN, YOU SHALL SUBMIT THREE (3) SETS OF REVISED ° ''� { I , `' I ` ,r' ' AZ is �:°::•: , � �.:'� ; '•. PLANS TD THE CITY OF MILTON ARBOR/ST5 r';� OFFICE FOR APPROVAL, PRIOR 70 ANY LANDSCAPE INSTALLATION. • ' •I I<,I 3. DEVELOPMENT SHALLBf COMPLETED PRIOR TO • <. /. }}18 8 . • • .. d. !S,, ���/S RNO�p ALL LANDSCAPING f •: •`•':: AZ q Du, THE RECORDING OF THE FINAL PLAT FOR THAT \ A f ...... " PHASE, PRIOR TO THE ISSUANCE OF CERTIFICATE ::a. • - �: '. ` SOB 9 N OF OCCUPANCY FOR THAT PHASE, OR PRIOR TO CONNECTION OF PERMANENT POWER FOR THAT"� r' 3 " rn. AZ G 19>J F PHASE. CONTACT THE CITY OF MILTON • C � ss {;:;;•, •`� ARBORIST AT (678) 242-2552 FOR S/TE °:�'•''I Sas INSPECTION UPON COMPLE77ON OF LANDSCAPE I g I " ""•' INSTALLA7/0N. I `` ' • ") I 4. CONTACT THE CITY OF MILTON ARBORIST AT '°� I I. 35-L Z w (678)242-2552 TO DETERMINE IFA PRE -CONSTRUCTION MEETING PRIOR TO ANY q 1 1 2 {,s >> LAND DISTURBANCE /S REQUIRED. ALL REQUIRED TREE FENCE MUST BE INSTALLED PRIOR TO THIS:':•: 1 £ I :�� �,':::. MEETING. 5. UNDISTURBED BUFFERS SHALL BE PLANTED TO ���\ BUFFER STANDARDS WHERE SPARSELY VEGETATED OR WHERE DISTURBED DUE TO APPROVED UTILITY CROSSINGS. REPLAN77NG /S SUBJECT TO CITY ARBORIST APPROVAL. (DO NOT PLANT TREES WITHIN THE SANITARY SEWER EASEMENT). 0 Know what's below. 0 Call before you dig. p Dial 811 S79 5733 " _ - 165.44' 11I 114 13n., go TO CEMETERY PS OF Ceo r 9 BECKY BETTS unoorc 3E LANDSCAPE PLAN BY: BECKY B. MORRIS, LA 2193 BIG PINE DR. HIAWASSEE, GA. 30546 678-416-5444 beckymor©gmail.com Millon High School 19 '�ir«a�"r'�• x.?1';�i3 �:. 5e�nl tJ„rpfsca�Ra4 x� Crabapple Crossing Elementary Schaal SITE MI City Hal,` Y ys a 4016 4 Fhd R, at4wo'r i2::- µ. • DENSITY CALCULATIONS SITE AREA - 1.458 ACRES(1.556 PRIOR TO ROAD DEDICA TION) - 1.556 AC. X 5 U/A 7.78 7.78 X 21250 =17.,505 s f 17,505 ALLOWED 1 1, 31 1 PROPOSED I/ICINITY MAP N.T.S. L 1Lh� Z S' MINIMUM I ARE7T CIO' L/NITS 0, B 222' # O N rn Z N CALIPER/HEIGHT SPACING BC- CANOPY Q ZH TREES � � IL V I11160y oIA CRY OVERSTORY TREES 115.9 zIm < U LU I " n CRY YOSHINO CRYPTOMERIA/CRYPTOMERIA 'YOSHINO' 9 r y 2" CAL.& 10' High 12 FT. I � � GZ GOLD FALLS ZELKOVA/Z. SERRATTA 'GOLD FALLS' 7 o 4" CAL.& 12' High 30 FT. A N 11,200 HB S79 5733 " _ - 165.44' 11I 114 13n., go TO CEMETERY PS OF Ceo r 9 BECKY BETTS unoorc 3E LANDSCAPE PLAN BY: BECKY B. MORRIS, LA 2193 BIG PINE DR. HIAWASSEE, GA. 30546 678-416-5444 beckymor©gmail.com Millon High School 19 '�ir«a�"r'�• x.?1';�i3 �:. 5e�nl tJ„rpfsca�Ra4 x� Crabapple Crossing Elementary Schaal SITE MI City Hal,` Y ys a 4016 4 Fhd R, at4wo'r i2::- µ. • DENSITY CALCULATIONS SITE AREA - 1.458 ACRES(1.556 PRIOR TO ROAD DEDICA TION) - 1.556 AC. X 5 U/A 7.78 7.78 X 21250 =17.,505 s f 17,505 ALLOWED 1 1, 31 1 PROPOSED I/ICINITY MAP N.T.S. MI 0 0 N PLANT LIST 0 Z W � MINIMUM UJ No SYM. PLANT NAME # O N rn Z N CALIPER/HEIGHT SPACING UNITS CANOPY Q ZH TREES 6 U L Lr) U) IL V Z W OVERSTORY TREES J < < U LU w Z Q CRY YOSHINO CRYPTOMERIA/CRYPTOMERIA 'YOSHINO' 9 Mo 2" CAL.& 10' High 12 FT. 4.5 8,100 GZ GOLD FALLS ZELKOVA/Z. SERRATTA 'GOLD FALLS' 7 o 4" CAL.& 12' High 30 FT. 4.9 11,200 HB PYRAMIDAL EUROPEAN HORNBEAM/CARPINUS BETULUS 'FASTIGATA' 1 . LLaQZoo 4" CAL.& 12' High 30 FT. 0.7 400 WO HIGHTOWER WILLOW OAK / QUERCUS PHELLOS 'HIGHTOWER' 8 Q 4" CAL.& 12' High 40 FT. 5.6 12,800 co UNDERSTORY TREES LU OVERSTORY TREES TOTAL = 15.7 UNITS (o aC3 AZ ARIZONIA CYPRESS/CUPRESSUS AROZONICA 13 W 2" CAL. & 8'-10' High 12 FT. 6.5 5,200 CM CATAWBA CRATEMYRTLE/LAGERSTROMIA INDICA (STANDARD) 2 LO 0000 2" CAL. & 8'-10' High 18 FT. 1.0 800 DW STELLER PINK DOGWOOD/CORNUS X 'RUTGAN' 8 v y 2" CAL. & 8'-10' High 20 FT. 4.0 3,200 GG GREEN GIANT ARBORVITAE/THUJA STANDISHII X PLICATA 9 2" CAL. & 8'-10' High 12 FT. 4.5 1,350 Mag BRACKENS BROWN BEAUTY MAGNOLIA/MAGNOLIA GRANDIFLORA 'BBB' 5 3" CAL. & 10'-12' High 15 FT. 3.0 2,000 H NELLIE R. STEVENS HOLLY/ILEX CORNUTA NELLIE R STEVENS 9 2" CAL. & 8'-10' High 8 FT. 4.5 1,350 TM STREETWISE TRIDENT MAPLE/ACER BUERGERANUM 8 2" CAL. & 8'-10' High AS SH. 4.0 7,200 UNDERSTORY TREES TOTAL = 27.7 UNITS 53,600 S.F. TOTAL UNITS = 43.2 UNITS 75% COVERAGE SHRUB # SIZE SPACING AB ROSE CREEK ABELIA/ABELIA GRANDIFLORA 'ROSE CREEK' 19 3 gal. / 2' HIGH 4' CR PINK SUPREME CARPET ROSE/ROSA HYBRID 3 3 gal./18"HIGH 4' DB DWF. BURFORDI HOLLY/ILEX BURFORDI NANA 5 3 gal./2'HIGH 4.5' EA ENCORE AZALEA/AZALEA HYBRID 10 3 gal./18" HIGH 4' JD VINTAGE JADE DI STYLI UM/DI STYLI UM 'VINTAGE JADE' 26 2 gal./16" HIGH 4' LL LEMON LIME NANDINIA/NANDINIA DOM. 'LEMON LIME' 21 3 gal./1' HIGH 3.5' MuG PINK CLOUD MUHLY GRASS/MUHLENBERGIA CAPILLARIS 3 3 gal./3' HIGH 5' SC SOFT CARESS MAHONIA/MAH. EYRYBRACTEATA 'SOFT CARESS' 7 3 gal./2' HIGH 4' Sas SHISHI GASHIRA SASANQUA/CAMELLIA SAS. 'SG' 5 5 gal./2' HIGH 4' ST SOFT TOUCH HOLLY/ILEX CRENATA SOFT TOUCH 37 3 gal./2' HIGH 4' EVERGREEN GROUNDCOVERS EG EVERGREEN GIANT LIRIOPE/LIRIOPE MUSCARI 'EG' 70 QTS. or GAL. 2' GJ GOLD LACE JUN IPER/JUNIPERU S CHINENSIS 'GOLD LACE' 17 3 gal./12" HIGH 4' L EMERALD GODDESS LIRIOPE/LIRIOPE MUSCARII 280 4" POTS/FLATS 18" OP DWF. MONDO GRASS/OPHIOPOGON JAPONICUM 300 BARE ROOT/FLATS 12" MI 0 0 N IR 0 Z W � H UJ No LU Z () QM �a O N rn Z N W Z W W QQ Q ZH CD 6 U L Lr) U) IL V Z W vo J < < U LU w Z Q o °- Mo -1 0 Z 0 J o W U_ N LL/� li N . LLaQZoo '- W W Q AqU Q 0 t co Tj LU (o aC3 L0 Q W N N W00 N LO 0000 5 V v y UM r 0 �c aZ N N •• T Z ad W M L) IR J J F - Z N Z O 0 Z Z _ W f{,%r Lu REVISIONS DATE: DESCRIPTION LANDSCAPE PLAN PROJECT NUMBER: 20-0044 DATE: JANUARY 11, 2021 C11 0 Z W � H UJ No wOr Z () QM �a O N rn Z N W Z W W QQ Q ZH w W �o 6 U L Lr) U) r- Z W Z�O O r 3 U d O U < U O a w Z Q o M a J J F - Z N Z O 0 Z Z _ W f{,%r Lu REVISIONS DATE: DESCRIPTION LANDSCAPE PLAN PROJECT NUMBER: 20-0044 DATE: JANUARY 11, 2021 C11 HOME OF' AGENDA #. DESIGN REVIEW BOARD APPLICATION MEETING DATE: TYPE OF REVIEW: FINAL COURTESY CASE # PROJECT INFORMATION PROJECT NAME: Wt -6 to PROJECT ADDRESS: 2$ 6 S- u, EL 1. .0 goatI a sa►rt OVERLAY/FORM BASEL] CODE: HAS LDP/BUILDING PERMIT BEEN SUBMITTED FOR REVIEW? YES NO PROJECT TYPE (CHECK ONE): SITE/LANDSCAPE BUILDING SALES TRAILER DEMOLITION ZONING/USE PERMIT/VARIANCE OTHER (EXPLAIN) PROJECT DESCRIPTION: APPLICANT/REPRESENTATIVE INFORMATION CONTACT PERSON NAME: _ �� W9z1 kt-%,e'— _ COMPANY: ADDRESS: PHONE: _ � _ �3 1 !3 A I _FAX: EMAIL: k APPLICANT'S SIGNATURE: To the best of my knowledge, this application is correct and complete. l understand that !, or my representative should be in attendance at the Design Review Board meeting on _ , at 6:00pm, to present this project. To the best of my knowledge, I have met all applicable Overlay/Form Based Code conditions (Hwy 9/Deerfield, Birmingham, Crabapple, Rural Milton.) Applicant: Date VICINITY MAP NOT TO SCALE SITE Fulton County, G A Developed by Par cel ID 22 527010482814 Class Code C 3 T axing Distr ict 56 Acr es 1.06 Physical Address 2865 WEBB RD Owner RO YAL BRIGHT SERVIC ES INC 19711 RIDGEWOOD PL YO RBA LINDA C A 92886 Assessed Value $323,200 Last 2 Sales Date Pr ice Reason Q ual 9/12/2007 $400000 Va lid Sale Q n/a 0 n/a n/a Date created: 6/29/2020 La st Data Uploa ded: 6/29/2020 4:16:13 AM 230 ft OverviewLegendParcelsRoads PROPOSED ONE (1) STORY 6,323 SF DAYCARE BUILDING F.F.E. 1075.00' 19' 24' 62.27' 22'10'20'30'6 6 6 9'19'5'60.3' 10' MIN. FR O N T B . S . L . 30' MAX. FR O N T B . S . L . 20' LANDSC A P E S T R I P 5' 5' 4' 3' REAR B.S.L. 5'19'9'24'24'9'8'5.57'15'10' 14 '12'12'R26'R3'8'9'5'16'17.8'60'72.27'8'R3'R5' 35'32.5'5'2 9'19'3'10'83.9' R2'R2'R3'R3 ' R3'4.5'R26' LOD LOD LOD LOD LOD LODLOD 9.6' PORCH PORCH 6'10'4' 4'20'3' EXISTING PROPERTY LINE (TYP.) TIE-IN PROP. SIDEWALK TO EXISTING SIDEWALK. PROVIDE SMOOTH TRANSITION 5' CONCRETE SIDEWALK (TYP.) PARKING STRIPING (TYP.) INTERNATIONAL SYMBOL OF ACCESSIBILITY PARKING SPACE MARKING (TYP.) 8' STRIPED VAN ACCESSIBLE ACCESS AISLE 4" WHITE STRIPE AT 3' O.C. WITH 4" WHITE PERIMETER STRIPE ACCESSIBLE PARKING (TYP.) BOLLARD POLE MOUNTED ACCESSIBLE SIGNAGE (TYP.) NUMBER IN CIRCLE REPRESENTS TOTAL PARKING SPACES THIS BAY (TYP.) HANDICAP RAMP IN SIDEWALK PER DETAIL MEDIUM DUTY ASPHALT PAVING IN PARKING BAYS (TYP.) STOP BAR AND LABEL STRIPING (TYP.) PROPOSED "STOP" SIGN M.U.T.C.D. R3-5R LIMITS OF DISTURBANCE END 24" CURB AND GUTTER ON BOTH SIDES OF PAVEMENT (TYP) CURB AND GUTTER TO BE INSTALLED AFTER DRIVEWAY APRON IS REMOVED; MATCH EXISTING CURB AND GUTTER PROPOSED 10' CONCRETE SIDEWALK (TYP.) 5' CONCRETE SIDEWALK (TYP.) PROPOSED 1-STORY DAY CARE BUILDING PER ARCHITECTURAL DETAILS 5' CONCRETE SIDEWALK (TYP.) PROPOSED REINFORCED RETAINING WALL PER DETAIL PROPOSED REINFORCED CONCRETE RETAINING WALL PER DETAIL; TO BE FACED WITH STONE OF BRICK PROPOSED HEAVY DUTY ASPHALT PAVING (TYP) PROPOSED 5' FENCE ALONG TOP OF WALL; FENCE TO BE BLACK VERTICAL METAL 6' OPAQUE FENCE AROUND PLAYGROUND AREA PER DETAIL PROPOSED A/C UNITS PROPOSED STEPS SEE ARCHITECTURAL PLANS FOR DETAILS PROPOSED 6,323 SF SINGLE STORY DAY CARE FACILITY SEE ARCHITECTURAL PLANS FOR DETAILS EXISTING 5' WIDE CONCRETE SIDEWALK EXISTING 10' WIDE CONCRETE SIDEWALK PROPOSED "FIRE LANE - NO PARKING - TOW-AWAY ZONE" SIGN MOUNTED ON POLE PROPOSED "FIRE LANE - NO PARKING - TOW-AWAY ZONE" SIGN MOUNTED ON POLE PROPOSED 10' WIDE CONCRETE SIDEWALK TO PROPERTY LINE EXISTING RIGHT-OF-WAY PROPOSED MONUMENT SIGN TO BE PERMITTED SEPERATELY PROPOSED DRIVE APRON PER GADOT STD. A-1; SEE SHEET C-5 FOR DETAILS PROPOSED BICYCLE PARKING PER DETAIL PROPOSED MAIL BOX PER USPS STANDARDS DIRECTIONAL ARROWS PAINTED WHITE ON PAVEMENT MEDIUM DUTY ASPHALT PAVING IN PARKING BAYS AND AISLE (TYP.) END PROPOSED ASPHALT PAVEMENT PROPOSED "FIRE LANE - NO PARKING - TOW-AWAY ZONE" SIGN MOUNTED ON POLE FALL PROTECTION FENCING ALONG TOP OF WALL; SEE ARCHITECTUAL PLANS FOR DETAILS PROPOSED FIRE HYDRANT; SEE C-3 FOR DETAILS 20' WIDE ACCESS AND DRAINAGE EASEMENT 20' WIDE DRAINAGE EASEMENT 20' WIDE DRAINAGE EASEMENT 20' WIDE LANDSCAPE STRIP LIMITS OF DISTURBANCE IS PROPERTY LINE PROPOSED WALL MOUNTED FDC 20' WIDE ACCESS AND DRAINAGE EASEMENT 20' WIDE DRAINAGE EASEMENT PROPOSED STEPS; SEE ARCHITECTURAL PLANS FOR DETAIL Foresite Group, Inc. 3740 Davinci Ct. Suite 100 Peachtree Corners, GA 30092 w | www.fg-inc.net o | 770.368.1399 f | 770.368.1944 TITLE: DATE: JURISDICTION: DRAWING BY: PROJECT MANAGER: SHEET NUMBER: COMMENTS: SEAL: DEVELOPER:PROJECT:CONTACT: DATEREVISIONS ENGINEER: SCALE: JOB/FILE NUMBER: JAI RADHE KRISHNA ENTERPRISES, LLC 568 PEACHTREE PARKWAY CUMMING, GA 30041 RUPESH MANUGULA GENERAL NOTES: 1)ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED PARKING LOT ARE SHOWN AT THE FACE OF CURB. ALL PROPOSED DIMENSIONS USED TO SHOW THE GEOMETRIC LAYOUT OF THE PROPOSED BUILDING LOCATION ARE GIVEN AT THE OUTSIDE FACE OF THE BUILDING CORNERS. ALL CURB RADII ARE GIVEN AT THE FACE OF CURB. 2)CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES BETWEEN THE EXISTING CONDITIONS IN THE FIELD AND THE SURVEY SHOWN ON THE PLANS BEFORE PROCEEDING WITH ANY NEW CONSTRUCTION. 3)CONTRACTOR IS RESPONSIBLE FOR CORRECT HORIZONTAL AND VERTICAL ALIGNMENT OF ALL TIES BETWEEN PROPOSED AND EXISTING PAVEMENTS, CURB AND GUTTER, SIDEWALKS, WALLS, AND UTILITIES. SITE NOTES: 1)TRACT IS ZONED: T-4 OPEN (DEERFIELD/HIGHWAY 9 OVERLAY DISTRICT) 2)SEE ARCHITECTURAL PLANS FOR BUILDING FLOOR PLAN DIMENSIONS, DOOR LOCATIONS, SITE LIGHTING PLAN, AND OTHER ARCHITECTURAL DETAILS. 3)NO CERTIFICATE OF OCCUPANCY WILL BE ISSUED UNTIL ALL SITE IMPROVEMENTS HAVE BEEN COMPLETED ON THE SITE. 4)HIGH INTENSITY LIGHTING FACILITIES SHALL BE SO ARRANGED THAT THE SOURCE OF ANY LIGHT IS CONCEALED FROM THE PUBLIC VIEW AND DOES NOT INTERFERE WITH TRAFFIC. (SEE PHOTOMETRICS PLAN IN ARCH. PLANS). 5)ALL BUFFERS, TREE SAVE AREAS, AND UNDISTURBED AREAS SHALL BE CLEARLY IDENTIFIED BY FLAGGING AND/OR FENCING PRIOR TO COMMENCEMENT OF ANY LAND DISTURBANCE. 6)NO OUTSIDE STORAGE IS PROPOSED. THIS INCLUDES SUPPLIES, VEHICLE, EQUIPMENT, PRODUCTS, ETC. 7)SIGNS (LOCATION, NUMBER, AND SIZE) ARE NOT APPROVED UNDER THIS DEVELOPMENT PERMIT. A SEPARATE PERMIT IS REQUIRED FOR ON-SITE SIGNAGE. 8)ALL PAVEMENT MARKING WITHIN THE CITY OF MILTON RIGHT-OF-WAY SHALL BE THERMOPLASTIC AND ACCORDING TO CITY OF MILTON SPECIFICATIONS. 9)ALL CONSTRUCTION RELATED PERMITS DURING THE CONSTRUCTION PHASE OF THIS PROJECT ARE THE RESPONSIBILITY OF THE OWNER, HOWEVER A CONTRACTOR/DEVELOPER CAN DO PERMITTING WITH AGENT AUTHORIZATION. 10)ALL EROSION, SEDIMENT CONTROL AND TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO ANY GRADING. 11)MAXIMUM CUT OR FILL SLOPE=2H:IV 12)THE CITY OF MILTON ACCEPTS NO RESPONSIBILITY FOR THE AMERICANS WITH DISABILITIES ACT (ADA), EXCEPT FOR NOTIFICATION REQUIREMENT. THE OWNER/DEVELOPER IS SOLELY RESPONSIBLE FOR COMPLIANCE FOR SAID ACT. 13)24 HOUR CONTACT: RUPESH MANUGULA, 201-519-6037 14)CONTRACTOR SHALL COORDINATE WITH THE CITY/COUNTY JURISDICTION, WATER AND SEWER JURISDICTION, AND DEPARTMENT OF TRANSPORTATION INSPECTORS REGARDING ALL CERTIFICATE OF OCCUPANCY REQUIREMENTS AND COORDINATE WITH THE ENGINEER APPROXIMATELY 8 WEEKS PRIOR TO ANTICIPATED CERTIFICATE OF OCCUPANCY DATE REGARDING ANY ITEMS REQUIRING APPROVAL OR CERTIFICATIONS BY THE ENGINEER. LEGEND STANDARD DUTY ASPHALT PAVING HEAVY DUTY ASPHALT PAVING DOT SPECIFICATION ASPHALT PAVING CONCRETE SIDEWALK PAVING HEAVY DUTY CONCRETE PAVING PROPERTY LINE PARKING COUNT SPILL CURB TRAFFIC SIGN PAINTED TRAFFIC ARROWS TRAFFIC FLOW LANE DESIGNATION VEHICLE STACKING POSITION # SP 00 SCALE IN FEET 60'30'15'30' 1" = 30'DAY CARE FACILITY - WEBB ROAD2865 WEBB ROADMILTON, GA 30004L.L. 1048, 2ND DISTRICT, 2ND SECTIONPARCEL #:22 527010482814, FULTON CO PERMIT # 20-050WR1418.001 SITE AND PAVING PLAN C-1 07-15-2020 1" = 30' JPS JCW MILTON, GA NOT RELEASED FOR CONSTRUCTION ENVIRONMENTAL HEALTH 08-12-2020 CITYS COMMENTS 10-7-2020 <NAD83 - STATE LOC UNITS>F:\1418.001 2865 WEBB ROAD - MILTON, GA\DWG\C-1 SITE & PAVING PLAN.DWG Plotted on: 4/12/2021 3:40:53 PM By:JEFF WALKER Sheet Scale:1" = 1' PARKING SPACE REQUIREMENTS: DAY CARE FACILITY: 3.5 SPACES PER 1000 SF = 22.13 SPACES PARKING SPACES REQUIRED = 22.13 SPACES = USE 22 SPACES 10% ADMINSTRATIVE VARIANCE: 22 SPACES X 0.10 = 2.2 SPACES 22 SPACES - 2.2 SPACES = 19.8 SPACES USE 20 SPACES PARKING SPACES PROVIDED: PROPOSED SPACES: 20 SPACES INCLUDING 1 ACCESSIBLE SPACE PARKING CALCULATION MAXIMUM DENSITY REQUIREMENT BY RIGHT: 5 UNITS PER ACRE - 2,250 SF PER UNIT X 5 UNITS = 11,250 SF 11,250 SF X 1.359 ACRES = 15,288.8 SF PERMITTED BY RIGHT PROPOSED DENSITY: 6,323 SF DENSITY CALCULATION PROPOSED DOMESTIC WATER / SANITARY SEWER SERVICE PROVIDED BY FULTON COUNTY WATER AND SEWER. PROPOSED PROJECT DOES DISTURB MORE THAN 1.0 ACRE THEREFORE THE NPDES PERMIT IS REQUIRED FOR THIS SITE. NO PORTION OF THE SUBJECT PROPERTY LIES WITHIN A 100 YEAR FLOOD HAZARD AREA PER FIRM MAP NUMBER 13121C0057 G DATED 06/19/2020 NOTIFY CITY OF MILTON INSPECTOR 24 HOURS PRIOR TO THE BEGINNING PHASE OF CONSTRUCTION. THERE ARE NO WETLANDS OR STATE WATERS ON THIS SITE OR WITHIN 200 FEET OF THIS PROJECT SITE. THE PROPOSED BUILDING WILL BE SPRINKLED TO NFPA TYPE 13 R STANDARDS. I, THE UNDERSTAND, HEREBY CERTIFY THE SITE DISTANCE FOR THE WEBB ROAD DAY CARE PROJECT LOCATED AT 2865 WEBB ROAD IS DESIGNED WITH ADEQUATE DISTANCE. THE POSTED SPEED LIMIT ALONG WEBB ROAD IS 35 MPH. THE DESIGN SIGHT DISTANCE PROVIDES VISIBILITY OF 500' TO THE LEFT AND 500' TO THE RIGHT. THE SIGHT DISTANCE SHALL BE MEASURED FROM A POINT 15' FROM THE EDGE OF PAVEMENT AND AN OBJECT HEIGHT OF 3.5' SIGHT DISTANCE CERTIFICATION SIGNATURE OF ENGINEER DATE SITE DATA ZONING:T-4 OPEN OVERLAY DISTRICT: (DEERFIELD/HIGHWAY 9 OVERLAY DISTRICT) TAX PARCEL I.D.22 527010482814 TOTAL SITE AREA:1.359 AC. DISTURBED AREA:1.3 MAX. LOT COVERAGE 70% IMPERVIOUS SURFACE AREA PROPOSED (%):0.54 (51%) PERVIOUS SURFACE AREA PROPOSED (%):0.520 AC. (49%) REQUIRED MAXIMUM DENSITY BY TDR 5 UNITS PER ACRE 2,250 SF. PER UNIT X 5 UNITS PER ACRE = 11,250 SF 11,250 SF X1.359 ACRES = 15,288.8 SF PERMITTED BY RIGHT PROPOSED DENSITY 6,323 SF REQUIRED FRONTAGE BUILDOUT 50%117.91 LF *0.5 = 58.96 LF PROPOSED FRONTAGE BUILDOUT 72.27 LF LANDSCAPE STRIP -FRONT 1:20 FT SIDE:0 FT REAR:0 FT BUILDING SETBACK -FRONT MINIMUM:10 FT FRONT MAXIMUM:30 FT SIDE:0 FT REAR:3 FT MAXIMUM BUILDING HEIGHT 3 STORIES PROPOSED BUILDING HEIGHT 1 STORY BUILDING FLOOR AREA:TOTAL GROUND:6,323 S.F. DAY CARE FACILITY 6,323 S.F. PARKING RATIO REQUIRED - DAY CARE FACILITY - 3.5 SPACES PER 1000 SF 3.5 SPACES / 6,323 S.F. PARKING REQUIRED BEFORE ADMINISTRATIVE VARIANCE:(6,323 SF/1000S.F *3.5 SPACES) = 22.13 USE 22 SPACES 10% ADMINISTRATIVE VARIANCE 22 SPACES * 0.10 = 2.2 SPACE REDUCTION PARKING REQUIRED:22 SPACES - 2.3 SPACES = 19.8 SPACES = 20 SPACES PARKING PROVIDED:20 SPACES ACCESSIBLE PARKING REQUIRED:1 SPACE ACCESSIBLE PARKING PROVIDED:1 SPACE '� c'!� � ��� i 9 .. __` i� s. R� yl1f� , �� y Z tri - a� t ,' +'�-�\�" iF, ., .cti., , :� ^�, a ..; `� ..i _ �:- ;� � , E � a �� � _ ;, _, _ _ -�-_ �.. � _ a Y_. ,,.,Y. — � - _ �. � ,� �- Ott: f ;�J .� >r�`_ _. __- _ - _ `, � �. ter. � #---- �� ' � � '�� -w. ,. � � -ars ''�, esrr. s:�, ALI It, rWA IF r v -- Or Fit kAP t" " 41, too Fit AL IF y- mF :16 - -' a :I 1■■■lf ..���.�1 '.�..e�ONE ��11111 , II/ 111'11111 I.� + Illlllllllllllli�. ',I� 7 LL tri I'L . __-_- =r � �IlWllllllr�li Y :�o�u++ � it , r TITLE:DATE:JURISDICTION:DRAWING BY:PROJECT MANAGER:SEAL:PROJECT:CONTACT: DATEREVISIONSSCALE:JAI RADHE KRISHNA ENTERPRISES, LLC568 PEACHTREE PARKWAYCUMMING, GA 30041RUPESH MANUGULA Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.