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HomeMy WebLinkAboutAgenda Packet - PC - 10/27/2021 PLANNING COMMISSION AGENDA City Council Chambers 2006 Heritage Walk Wednesday, October 27, 2021 6:00 pm 1. Pledge of Allegiance 2. Call to Order 3. Public Comment 4. Approval of Action Minutes a) August 28, 2021, Planning Commission Meeting b) September 22, 202, Planning Commission Meeting 5. Preliminary Plat a) Garden at Sweetapple Subdivision is located at 13330 Arnold Mill Road by David Pearson Communities. It is zoned AG-1 (Agricultural). The applicant requested to subdivide 44.35 acres into 32 single family lots at a density of 0.72 unit per acre. 6. Adjourn 10/22/2021 Prepared by the Community Development Department for the City of Milton Planning Commission Meeting on October 27, 2021 1 of 5 PRELIMINARY PLAT SUBMITTAL- THE GARDENS AT SWEETAPPLE PROPERTY INFORMATION LOCATION 13330 Arnold Mill Road DISTRICT/SECTION, LAND LOT 2/2 - 945, 1000 OVERLAY DISTRICT Rural Milton Overlay EXISTING ZONING AG-1 (Agricultural) ACRES 18.40 acres EXISTING USE Undeveloped PROPOSED USE 14 Single Family Lots OWNER/DEVELOPER David Pearson Communities ADDRESS 2000 First Drive, Suite 400 Marietta, GA 30062 SITE PLANNER Atwell Group ADDRESS 1800 Parkway Place, Suite 700 Marietta, GA 30067 PROPOSED PRELIMINARY PLAT The City of Milton area has a total of 18.40 acres which will be subdivided into 14 lots at a density of .76 units per acre. The remainder of lots are located in the City of Roswell for a total of 44.35 acres and 32 single family lots. 10/22/2021 Prepared by the Community Development Department for the City of Milton Planning Commission Meeting on October 27, 2021 2 of 5 LOCATION MAP 10/22/2021 Prepared by the Community Development Department for the City of Milton Planning Commission Meeting on October 27, 2021 3 of 5 Preliminary Plat Map 10/22/2021 Prepared by the Community Development Department for the City of Milton Planning Commission Meeting on October 27, 2021 4 of 5 Septic Plan 10/22/2021 Prepared by the Community Development Department for the City of Milton Planning Commission Meeting on October 27, 2021 5 of 5 Based on the submitted site plan, the proposed preliminary plat meets the requirements of the applicable City codes as they pertain to development of the subject site. CITY OF MILTON ARBORIST NOTE CITY OF ROSWELL GIS DMSION NOTES )10;pr1i� �e•w 'lq 3�: s _ TREE CANOPY CALCULATIONS TO BE COMPLETED AT TIME OF LOP. 1 1. ALL PARCELS WITHIN ZIP CODE ROSWELL 30075 2. STREET NAMES MUST BE APPROVED THRU ROSWELL GIS F 46y. `I1➢ STEEP SLOPE ANALYSIS AREAS NOTE DIVISION AT TIME OF FINAL PLAT \ \ o AREAS IDENTIFIED ON THE STEEP SLOPE ANALYSIS TO PROVIDE �t DOUBLE ROW SILT FENCE WITH MULCH IN BETWEEN AND SLOPE 123 PARCELADDRESS \ – �Z*�• o"z,•z,,• (S. R. 140) STABILIZATION. UTILITY NOTE5`°° -'fru• " `br'�'�. % ARNOLD MILL ROAD 20'SECONDARV' 50'RIGHT OF- WAYAND �- r ` FIRENDIVIDUAL ON-SITE DEPARTMENT SEPTICSYSTEMS. MS PROPERTYWILL BE SERVED BY FULTON COUNTY PUBLIC WATER — _ a+0p _ 45JUDH SREM lMf T - t`e RURAL VIEWSHED \ p 40' PRIMARY �� �- 2+003+00 y'a j4 RURALVIEWSHED p eyy�k 1. APPROVALS REQUIREDFROM BOTH ROSWELL&MILTON \ c•p _ _ _ _ 1+p0 L \� O>♦q�A • FIRE DEPARTMENTS. O) '�4• ` 2. BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET AT HIGHEST p EAVE S\ \ 4�o 0iQvQ IAO 3. ROADS SHALL NOT EXCEED IO% IN GRADE \ \ Cy�j(/ J 4. ALL ROAD GATES SHALL HAVE A KNO%SWITCH WITH DOUBLE \ � ! NOWOI FOf91eIY _se 'SJ'Ie -,sit q0 AND MILTONOX ACCESS SWITCH KEYED FOR BOTH ROSWELL 1 I --- H O S ( LEPETERSDAVENPORT6 �iE� J/'LDS. 5. EMERGENCY ACCESS ROAD, GATE AND KNOX SWITCH SHALL 1 I I I 1�/D� / p 3C' 6C' MARY DAVENPORT \t BE CONTINUOUSLY MAINTAINED BY THE HOA i \ `N 6. FLOW TEST WILL BE REQUIRED AT TIME OF LDP \ --- \pp0.C� \ \ L DB2M,,PG123 �. - I �J l I scA® NOWCYFwmMy / y 40'PRIMARY 7 APPROXIMATE SQUARE FOOTAGE OF HOUSES WILL BE 3,600 s AM3ER3LLE J ro \ \ RURAL VIEWSHED 6,200 SO. FT. \ \ S. FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH \ DB 59997 PG 436 �gg \ V__ \ - ZDNEDAGI -7 e� / \\\ IFC APPENDICESB&C. 1070 1 ��� \rr 82.20' r \ ' X20' SECONDARY \ APPROX �^ __ RURAL VIEWSHED ti 1060 of 1 /� J., n'rlPLHLL / o � 31 � o D6 5074, PG 68 W, ZONEDAG-1 Le A ,L / /1 TREE SAVE AREAS (TVP) N / SAVE AREAS (1YP) 1� O / / l Now Formerly ' HLI TA LACKEY MICHAEL MOTHY LACKY & � 30 � l Q / / � � 1040 .FEET ABOVE G RADE \ _ SIGHT DISTANCE RIGHT = Soo FEET - -_ - \ ECT HEIGHT 35 3.5 FEET ABOVE GRADE SIGHT DISTANCE LEFT =508 FEET 44.352 AC (1931886± SF) J Lj \ _ - - - - - EXISTING E CURRENT PARCEL OWNERSHIP the common good, shall not be construed as constituting a continuing maintenance obligation on the part c5 Im4f ave 4ao We W -34W£ 27TOW 18.40± AC (801,570.95± SF) _ PRO ED GRADE-1-' WA 41� m Um VI SCOTT E. HANCOCK _BARR-YMARSHALL LACKY i 41 __ / / / / -5-40 -4+80 -4+20 -3+60 -3+00 -2+40 � 'OB 56781, PG 588 � 7psG Q T - _ � f ZONED AG -43 - / C o \, ROAD CROSS SECTION \\11111 \ l \\\ NRE. I __ / ( ` _... A Sltl aA'ass .VW DnI,Y FAS!]F]ET / 'yJ� _ t 1025 �Y. 1 29 � � / l / � _ _ Wes CAD, /- iy -� A T r, �� _ - __ TREE SAVE AREAS (fYP)J / �,�. �.; �... / / E.tl b.tl to' 2tl 2tl 20' ars' IY 12tl t tl tY 'g66 70,- - PAYTLENT PAN1Qli 1g984HE PRWOSED / FNNAY® (w/OWALE UNxam) iL r�TRACT 1 zox •a'< 2DL $E d CURRENTOWNER OF RECORD: IY txNCREIE C -1+80 -1+20 -0+60 0+00 0+60 1+20 SR 140 ENTRANCE SIGHT DISTANCE PROFILE HORZ SCALE 1°=60' VERT SCALE 1 °=10' 16' Ztl 211 2tl Ltl Stl PROPOSED PROPO$D FENANDFD MY Sa1rE seEtvNx f--- SCOTTE HANCOCK aMilli CURB 36.1 I 11 E%n1D o /I/� /. L F -O4 13370 ARNOLD MILL ROAD AB PAVING MATERIAL SCHEDULE: a°en0ro ane I I ROSWELL GA 30075 PARCEL# 223480 1000 0518 • e c o A- WADED AGGRMATE USE Oa.t07 _ _ - D8.389/4, PG. 412 C-.,..mmDl O OB. 30954, PG. 81 ASPH.NClammsUXRPAVka a9 —_ O DasPXW . CONC aS mm SUPFAPPVf1rs165lb1b4d t15j I 2 I L. IO �j `k'....' Now or Folme'ty J I RUTH ANORUM CITY OF ROSWELL STORMWATER NOTES: ZONEDAGI / Lf0 No 1059•04'177fw Lm few effilr rmmw Lao 52m re9.4r063rw RUNOFF REDUCTION FOR FIRST 1.0 OR WATER QUALITY TREATMENT FOR 1.2 WILL BE PROVIDED USING LOW IMPAR DEVELOPMENT/GREEN LII 13,19 a02•00'o0wrw of zaw sw•ss'xww Lsr ra 12 lu X'4771111` INFRASTRUCTURE PRACTICES (UD/GO PER GSMM 2016 TO TREAT ALL RUNOFF FROM NEWLY ADDED OR REPLACED IMPERVIOUS AREA PRIOR I _ Lla n.49 nw•srnnw to mm Na9•N24LBTW Lss ran No•0r07o1v Yea TO ROUTING THE STORMWATER TO THE STORMWATER DETENTION AREA. _ – i• Lfs e.0 Nn•aaoarly In sem ue•n'lsrrw Llo zs17 Nlo•Irxaaw ) f _ GRADING IS TO BE COMPLETED INA MANNER TO ENSURE THAT STORMWATER RUNOFF UNDER POST -DEVELOPED CONDITIONS DOES NOT W 27 Now or Formers ADVERSELY IMPACT THE ADJACENT PARCELS OR LOTS AND ALL STORMWATER GENERATED FROM THE DEVELOPED SITE OR ANY OFFSITE L14 no AUT-0r1161W Lw OUT Nm•1P41A7w Leo fen AWW470M J i i J �, �O Now or FOrmedy/ l (' 6 GEORGIA TRANSMISSION CORP �.. DRAINAGE INTO THE SITE NEED TO BE ROUTED INTO THE PROPOSED DETENTION PONDS) TO CONTROL ALL STORM EVENTS PRIOR TO us 3707 nez•o'x4,sw Las saes Nern'oesw LZ zao NBY•AYISS3'IY O1 I / ( OH 13392 PG 82 JGLETNORPfPOWEk L'ORP./ DISCHARGE TO THE DOWNSTREAM. 0. J — — J 1 D6 14114. PG799 I LA0 om ser orsva4w Lo 30.0 Nw•1z•olrw Lse zoo Nererzz.aw IQ THE DOWNSTREAM ASSESSMENT AND INSPECTION ON THE EXISTING DOWNSTREAM AREA AND STORMWATER CONVEYANCE SYSTEM, Lv arae a9601.1Z7rW 07 lass A 1010739 L57 2&M Na9.3119.Sew F - INCLUDING ONSITE, OFFSITE AREA, AND ANY SW SYSTEMS THAT WILL BE AFFECTED BY THIS DEVELOPMENT SHALL BE CONDUCTED AND W w PROVIDED TOTHE CITY OF ROSWELL AT LDP PHASE. IF THE INSPECTIONS CALL FORANV MAINTENANCE ISSUES THAT NEED ATTENTION, THE ve Mae Nm•2r-- Las 3zw so•oe4csw Lse z5sr s7rsrusaw 0 LL1 TREE SAVE AREAS (iVP) MAINTENANCE WILL NEED TO BE PERFORMED PRIOR TO ISSUANCE OF CO. Lw 27.42 ser 1rMNIN c3a a5,ro Nm•or olrw Lse ¢zs orxx.erw 1- 3 0 Lar ansa 581-WWerw L40 M..15 . 19'3sow a IA H 1 — SITE LEGEND d a 1+80 2+40 3+00 3+60 4+20 4+80 1070 1060 1050 1040 5+40 15 Know wher8 below. Call before you dig. TIELCGipNsa UMINGUNDERUC IND UILmESME SEOWN IN ANAVVROXIMAT 24 HOUR EMERGENCY CONTACT DOUG PATTEN 770.294.1974 The owner of record, on behalf of himself/herself/itself and all successors in ±merest, specifically release the CUNe Table City of Roswell from any and all liability and responsibility for flooding or erosion from storm drains or from flooding from high water of natural creeks, rivers or drainage features. Drainage easements are Curve ar Radius Lelgth 7809enf Chord esatlrg Dene hereby established for the sole purpose of providing for the emergency protection of the free flow of ci Was San nx oo swvrae£ rttsr surface or storm waters along all watercourses as established by a final plat The City of Roswell may conduct emergency maintenance operations within this easement, where emergency conditions exist, C2 mese lasso sl.m IM47 Swi 3xsr Emergency maintenance shall include the removal of trees and other debris, excavation, filling andthelike, c3 4OWN Hass 5518 110..37 sss'se'SBL Yw4r necessary to remedy a condition, which in the judgment of the City of Roswell is Pntamially injurious to a fo7o 61.81 sea, 01.61 sm-w'so£ r4nr• health, life, public property, public roads or utility systems. Such emergency maintenance, conducted for 44.352 AC (1931886± SF) J go CIN OF ROSWELL AREA: 25.95± AC (1,130,285.19± SF) CURRENT PARCEL OWNERSHIP the common good, shall not be construed as constituting a continuing maintenance obligation on the part c5 Im4f ave 4ao We W -34W£ 27TOW 18.40± AC (801,570.95± SF) PARCEL NUMBER WA 41� m Um VI SCOTT E. HANCOCK of the City of Roswell. The City reserves the right to seek reimbursement for expenses from the owners) of off 13610 flow sass 107" Sm•o2rw 131w` DO d1-L�Y L0 �w 9a the property0es) of the land that generated the conditions requiring the emergency service. c7 toes now 5130 now su•x07w 31•.vxs• yznp CITY OF ROSWELL(SOUTHERN TRACT) g Q U PARCEL NUMBER 7a OWNER'S NAME: O o ADDRESS: V in mro 00 ZONING CLASSIFICATION JURISDICTION: The owner of record, on behalf of himself/herself/itself and all successors in ±merest, specifically release the CUNe Table City of Roswell from any and all liability and responsibility for flooding or erosion from storm drains or from flooding from high water of natural creeks, rivers or drainage features. Drainage easements are Curve ar Radius Lelgth 7809enf Chord esatlrg Dene hereby established for the sole purpose of providing for the emergency protection of the free flow of ci Was San nx oo swvrae£ rttsr surface or storm waters along all watercourses as established by a final plat The City of Roswell may conduct emergency maintenance operations within this easement, where emergency conditions exist, C2 mese lasso sl.m IM47 Swi 3xsr Emergency maintenance shall include the removal of trees and other debris, excavation, filling andthelike, c3 4OWN Hass 5518 110..37 sss'se'SBL Yw4r necessary to remedy a condition, which in the judgment of the City of Roswell is Pntamially injurious to a fo7o 61.81 sea, 01.61 sm-w'so£ r4nr• health, life, public property, public roads or utility systems. Such emergency maintenance, conducted for 44.352 AC (1931886± SF) CITY OF MILTON AREA: 18.40± AC (801,570.95± SF) CIN OF ROSWELL AREA: 25.95± AC (1,130,285.19± SF) CURRENT PARCEL OWNERSHIP the common good, shall not be construed as constituting a continuing maintenance obligation on the part c5 Im4f ave 4ao We W -34W£ 27TOW 18.40± AC (801,570.95± SF) PARCEL NUMBER 22 3480 1000 0518 OWNER'S NAME: SCOTT E. HANCOCK of the City of Roswell. The City reserves the right to seek reimbursement for expenses from the owners) of off 13610 flow sass 107" Sm•o2rw 131w` 13370 ARNOLD MILL ROAD z z D8 38914, PG 412 the property0es) of the land that generated the conditions requiring the emergency service. c7 toes now 5130 now su•x07w 31•.vxs• DB 30954, PG 81 CITY OF ROSWELL(SOUTHERN TRACT) F- PARCEL NUMBER 22 3490 1017 0178 OWNER'S NAME: SUSAN SANDERS McGAUGHEY ADDRESS: V in Z DB 61795, PG 149 ZONING CLASSIFICATION JURISDICTION: CITY OF MILTON Be CITY OF ROSWELL ZONING: Parcel Line Table Parcel Line Table Parcel Line Table I- AG -43 (CITY OF ROSWELL) o � o 32 LOTS PROPOSED DENSITY: 11: z 1.00 ACRE MINIMUM PROPOSED LOT WIDTH: Una# Lagan Level Uneu Lager O1reoll Lnear Lengtlr oinik Dn � BUILDING SETBACKS z SUBDMDER/APPLICANT Lf 4642 SMIV46m£ UI /SOS W270Ala1V Lar %e9 Stirar.n TW FRONT 60' IJ C� L O La SOM WfOr35W£ 111 20.,34 N 172f eew L4 3212 N%°sex( Tv DAVID PFARSON COMMUNITIES ' CITY OF ROSWELL FRONT 50' 40 SIDE 15 SURVEY NOTES TOPOGRAPHIC INFORMATION BASED FULTON COUNTY GIS INFORMATION WITH SPOT 2000 FIRST DRIVE, SUITE 400 L3 48.15 N.o•azom£ Lza nn Nw•21-firoW Los no N 'naraaw TREES AND LAKES HAVE BEEN FIELD LOCATED BY CENTERLINE SURVEYING & LAND LKt h Z TOTAL ANGULAR ERROR: 64 SEC's MARIETTA, GA 30062 L4 1ear loss W'14•.A'e Lsaw nw•Oss7arw L4 ' 4 N. W-15156 ADJUSTMENT: COMPASS RULE Ci EQUIPMENT: TOPCON 303 TOTAL W J Ly 770-321-5032 Ls oo No•vlsara Las aso serx•a.ow Lei 270 Nerm'soow DATE OF FIELD WORK DECEMBER Z 2020 r z o a x15 .133103.3's Lar fess o0•o•99.se W L46 3010 NN' 41@w O N m 2 V 727 FY f2D£ L9 I6w Sm•Zr 10.Bfw L4 N.A NM•OrNMW `AJ r LL Le nae W-54-saaa•w Lm Ian xsrwz,m L48 saes or000w z 1- 0 L9 nm Nm•zr ls3zw L» saes Nar3r24.7sw to &4`3 N4e•oal3sw g 0 0 ^�\ N\ �� 26 J J (7 5 89°10r 25 E 5. E%ISTING PROPERTY LINE C' 120.08' L ) \ I 1 CITY OF MILTON - / A. \ N85°OT � a Now of Fgrme/ly TRACT2 EXISTING RIGHT -OF -WAV s` _ N 89°1T04"W T y� I \ I CITY OF ROSWELL= =— 654.56' G LL / G �'— =^R(7L ryW WCE CURRENT OWNER OF RECORD: _ p o _ _ �— —_-- G — - I 7 I W DB 14441, PG 348 SUSAN SANDERS McGAUGHEY EXISTING SETBACK LINE L, I I �L� �l L ," ZONLDAG-L- SWEfTAPPLE ROAD _______ PROPOSED RIGHT-OFWAV us - - PAR ROSWELL 3490 1017 0178 �� OB. 61795, PG 149 i PROPOSED SETBACK LINE P 25 J I ,I I //� 11\/1 \ 1,� /�/ /7 7 O .'°PROXC�NDLOTL E __-.. -_-.. 100 YEAR FLOOD PLAIN o,l 1 I / L 12 ) -589°35'08'E 334.11' pJ J / 410 /�'��� �'TK�YfNor ForBRIIvV eIll 24" CURB AND GUTTER /4-/o / fJLLI 10 /� O/�13 1 4A$RGRfY60NONy TRAFFIC FLOW ARROW (PAVEMENT MARKING) FYl (cY e /J / 11 /yF /I I ' ZDNfDAG-1 m DIRECTIONAL ARROWS (PAVEMENT MARKING) Now or Formehy- / / / m (q\ I 24 `' /��./\, 225 // [245 L5� [265] I275� 285 14 1 g y Y p HANDICAP STALL CITY OFMILTON PARK/ �B / e _ ( 2?0 - --PLANNED PRIVATE ROAD'A' - —� N 1? v SIGN 58.85 ACRES. (�\ \ \ DB 59586, PG 662 I I `� l III II o / 23p Z (zso1 �bo1o� �2Bo Cg� o BUFFED SETBACK &EASEMENT LEGEND I o /// — \// O I I -_� I y I m. © 50'CLJUNn'UND/S7URBEO STREAM BUFFER y zl — I AF / / I I '1 �2„ cr AO 25'STA TE UNDISTURBED STREAM BUFFER # - I �/ I/ / Rv2'ILAN �yf//'�// i I�Se ofIC� 1 2, j 20 / 75'IMPERV/OUSSETBACK '.t S ) \\L)., I l i 231 �__I 1/�/ / .f;C�./II it O I I I I I t7.I - �1. 1 O S/Tls— B r I O \ D 100'CnY UNO15TURBE057RFAM BUFFER 5- / � 16 Of 150'NON-IMPERVIOUS BUFFER 18 1 I x2 F 7' L — � 1 O 1 \ O 5 SfPT/C SETBACK A E I 1 I p v' E('CPU - G 700'G /APO NS OF O � ^.- _. /VLfEJN L1JUNl'Y bPAM1091T R61LT// "D1II.1,YytS -_ 975 - \ -`' e" -o --p=6, \ _� / \- D _ 4ZL__ /� S�E� 1 i I ` 8'NvvmRY6NT.Et RGLTA S&4PK'M e' 5 \ \ \ ac o,w w,x.o m. rw°.ma ,.w%ro +,wo..,r.rt r L59_l�\— �s�, __-. CENIERNNEOE-- P� L 7 -' � _ .'m u. twee„ e°,.,, em° o uw�... rnor. x .wra. \ U LSO.. _ ... A ' I I 025 \ moxas' xurLP >,a ..rw n1wcL wsrosu ._ \ S 00'4155' W \ -. - fKJ�PER7YLINE \� I 1 1 y \ X _ \ 127.69 �' � _ \ L45 G-&- x,40 — — A I I 1 \ p0 `` -_d\ b ; � � � \ �- _ // ort» want. sruX¢ mwes.r- .., _ _ . . . �- - IN E_ _ o - _ - - AREA IDENTIFIED IN STEEP 'LOP' _ _ O \ \ - '- _�-- .. - - ` �\ - - 0 nate xlX= swr7 = PNwc s.,nax -, sw— AREA J� ! =anrm='wr. l.J \ SLOPE STUDY. IDENTIFIED OA L35 L30, •- MEASURES MAY \^/�- A �` �1 1\ �- // FEMA FLOOD PLAIN MAP D _ i PROTECTIVE MEASURES MAY FLOOD PLAIN PER ~DISTURBANCEALLOWED WITHIN s�1 L7 4 �- -� � \ /11 �`. / O nr.•ro wan., wr=n D nm4ar Dien Zz _ PROTECTIVE STUDY. MEASURES A FUTURE CONDITIONS _ —. /1_ MEASURES MAV BE REQUIRED. NO E-� \ T _ BE REQUIRED. NO �^l 5 �.-,• --r" -'�-� \ �' / k - ` ` _ O wm^•°2^' a^'•T•'1 s.'e'°L°l NOT TO SCALE _ FULTONGIS \ 25' STATE BUFFER. - — A `r _ •°r.. .yys 1.221 DISTURBANCE ALLOWED\l10� } - -� OOD HAZARD NOTE: WITHIN 25' STATE BUFFER \J�. - L7 ". •a+ / A PORTION OF THIS SITE IS LOCATED WITHIN A SHADED ZONED AAS Now Or FO/m2/%j' --Op \ TREE SAVE AREAS (TYP) .,:1 �r�`•• l mr, rwwrr ,wrr 0o=rm.,r o„xeM •,a wn,... EFINED BY F.I.R.M. PANEL NO. 0032F, COMMUNITY NO. 130673 FOR CITY iSA 5081723 W --- C1TYi9RMlLIONP4RK \ r--� ' : \ 1, �_� Q (MILTON, FULTON COUNTY, GA, DATED SEPT. 18, 2013. •!� . - 58.85ACRES ./ — / — —" — ��r E !% a`. a•wy, 0a, rwrn cwmry wR.nm.,r ... rrro m „o +�.,. ISTURBANCE OF THE 100 YEAR FLOOD PLAIN IS PROMBnED. & DB 59586, PG 662 IL,• B TOTAL PROPERTY AREA 44.352 AC (1931886± SF) CITY OF MILTON AREA: 18.40± AC (801,570.95± SF) CIN OF ROSWELL AREA: 25.95± AC (1,130,285.19± SF) CURRENT PARCEL OWNERSHIP CITY OF MILTON (NORTHERN TRACT) 18.40± AC (801,570.95± SF) PARCEL NUMBER 22 3480 1000 0518 OWNER'S NAME: SCOTT E. HANCOCK ADDRESS: 13370 ARNOLD MILL ROAD ROSWELL GA 30075 D8 38914, PG 412 DB 30954, PG 81 CITY OF ROSWELL(SOUTHERN TRACT) 25.95± AC (1.130,28S.19± SO PARCEL NUMBER 22 3490 1017 0178 OWNER'S NAME: SUSAN SANDERS McGAUGHEY ADDRESS: SWEET APPLE ROAD ROSWELL GA, 30075 DB 61795, PG 149 ZONING CLASSIFICATION JURISDICTION: CITY OF MILTON Be CITY OF ROSWELL ZONING: AGA (CITY OF MILTON) I- AG -43 (CITY OF ROSWELL) PROPOSED USE: SINGLE FAMILY RESIDENTIAL PROPOSED LOTS: 32 LOTS PROPOSED DENSITY: 0.72 LOTS PER ACRE PROPOSED LOT SIZE 1.00 ACRE MINIMUM PROPOSED LOT WIDTH: 100' (CITY OF MILTON) 120' (CITY OF ROSWELL) BUILDING SETBACKS CITY OF MILTON FRONT 60' REAR 50' SIDE 25' CITY OF ROSWELL FRONT 50' REAR 40 SIDE 15 SURVEY NOTES TOPOGRAPHIC INFORMATION BASED FULTON COUNTY GIS INFORMATION WITH SPOT CHECKS BY SURVEY BY CENTERUNE SURVEYING. EXISTING STRUCTURES, STREAMS, SPECIMEN TREES AND LAKES HAVE BEEN FIELD LOCATED BY CENTERLINE SURVEYING & LAND PLANNING, INC. TOED IS BASED ON MEAN SEA LEVEL DATUM (NAVD 88). TRAVERSE CLOSURE 1:15,799 TOTAL ANGULAR ERROR: 64 SEC's ADJUSTMENT: COMPASS RULE EQUIPMENT: TOPCON 303 TOTAL STATION PLAT CLOSURE 1:756,450 DATE OF FIELD WORK DECEMBER Z 2020 05.07.2021 1Q CITY COMMENTS 7/26/21 e CITY COMMENTS 8/25/21 REVISIONS GSWCC No.: 21547 0 60' 120' SCALE: DRAWN BY: PB CHECKED BY: BVW PROJECT MANAGER: BK JOB #. 200042B3 FILE CODE: SHEET NO. P100 r J a VI W Z J cc Q lip a I- 05.07.2021 1Q CITY COMMENTS 7/26/21 e CITY COMMENTS 8/25/21 REVISIONS GSWCC No.: 21547 0 60' 120' SCALE: DRAWN BY: PB CHECKED BY: BVW PROJECT MANAGER: BK JOB #. 200042B3 FILE CODE: SHEET NO. P100 \9 \\ \ J S \ 1 ) \ k r L5LSX 'PAVED ROADWAY �\ J i '.. R/W '9iQ is ',OP. R(W SO, �4p 2jqi hr � 'Qo PH0`DFly��0 PROP. 14' WIDE PAVED DECELERATION LANE ' FACS AY 100' TAPER 200' STORAGE EX. Fvs(u2edJ �XAj7jT PER GDOT STANDARDS - �' IXC\ - j 3 STOP SIGN & 24" STOP BAR ADA HC RAMP ��\ _✓- -. I 0 PROP. WW \�ADA \CRAMP IX PAVED ROADWAY 30"CURB &GUTTER 41 RUA \ 4FIE 6 12' RIBBON CURB (TVP) 06 AC223 RES \ i �\ (� �aff 4. \ \ \ F` \ / \ 9'GRASS/UTWTY STRIP _ 9'GRASS/UTILITY STRIPQ / \ I EK FH nR7 • I `\ I TREE SAVE AREAS 1aa'"�� \ /B�� \` 0� _ _ 'X y6 LAND LOT L INF O _ \ 48,439 SQ FT MAIL KIOSK 1.11 ACRES R(, / I \ \ / ,..� Now aFarmerry LETIPAQUIROZPER17 (\\ \ l S, PRO FH pp DO WN PG 68 es• 9 v, ZONEDAGI 0) m I �\ \ \ Ao \ \ 54,426 SO FT% / 1.25 ACRES m I I � J / a Now or Fomrerly 1 �S /� / 5 0/ eJ/ 7 PHILLIPIAMESLACKEY MICHAEL TIMOTHYLACKY&! BARRY MARSH ALLLACKY OB 56781, PG 588 I 2s' B/i Q.LK E) 57,884 SQ Fi PROP.. GRA55 CHANNEL / /�0f O y�/ O�/ ZONED AG -43 \7 1.33 ACRES (SEE ROAD SECTION) _- // -�� (, ?S �2d/ �// Qc„ S/4 or m : PROP. S' CONC SIDEWALK UYP) NO VARIANCES / /9hj / �1P / / 4/ \ \ _b REQUESTED 25. BIL o / � % 44/ / 1 i /2� 2q g/L -its y'P,II.4 1L _ m `/ " APPROXIMATE HOUSE SIZE & LOCATION SHOWN 1 i A 7 53250 SO FTI i FOR GRAPHICAL PURPOSES ONLY. ACTUAL HOUSE / i' D G 3,250 S F I MAY DIFFER IN SIZE AND LOCATION, BUT WILL122 / REMAIN WITHIN BUILDING SETBACKS. / Ci rn PROP. FH � � / / / / Lam ` - --75YMPERVIOUS SETBACK / / G I CI ^� / TREE SAVE AREAS 60,578 SQ FT , I (r^,Ir/� _-- \ OSTRFAM BUFFER 1.39 ACRES (O - �_ � f/ / - - To EEC FER WI / - _ - i / l l / / _ )-- •- ~ STREAM BUF _. K' l - - - - 25 STATET UMDSNRk�� CF BPO 24" CURB &GUTTER ) 1 - - - - IIF - 1p25 �. -. I IOUBSEI EFTA ��i --- �.aURBE 5'(BfA\E�¢OFFER\ 4j. / / i J/' �_.. I ... j ISNRBEO STREAM BUFFER - �-/ �_-----_--- - JNP; UR 51RFA i _ I 2'STATE U_ �0 9ED _-�- / rPFBUFFER 50,COUNTY UNDISTURBEDSTREAM_- .._ /i aoREQ N. OFFER I 26'BC-BC i' / E ----- , f✓' Q � y � /� i 20 0' I _ 75' IMPERVIOUS SEi84CK_ J tp0/D�A ffER .. �� sj' /�-_----7 27g8„E L i CONSERVATION AREA TO // /,JNDISU REP�BU j�i� 1R BE USED ON STREAM i IP 051 / i \ _ WITHIN THE 50'COUNTY / "''� Ig1URBE UNDISTURBED BUFFER �� TMUND _ KDE - �OE%� IPF ��� N �� U555 �,r I O 7/4 CT / �50RV10� 20' DE 46,471 SQ R 1.07 ACRESRZ \IIm 25' B/L PROP. 2 NO 25' B/L r 1 m Z"I 45,28250 FT " `' 1.04 ACRES C PROPOSED MICROPOOL EMENDED DETENTION NPOND1 N 25 -YR VOL 14254 CF m L 25' B/L 1 2S YR OR 1015.14 I I 100 -YR VOL 18,978 OF PF 1 100X0. ELEV 1016.01161. - 26 __ O N I" OT NB i (14.1' EJ °'- I ' 1..I 51.4525QFT h \,9 �' T .1.18 ACRES `� � I Nm OrFamelC y L15- B/L I O I RUTH LANDRUM PROPOSED PAVED ROAD W 45,291 SO FT m ZONE9AG-1 WITH 12" WIDE CONCRETE _- -- -_ -- I RIBBON CURB(TYP) 1.04 ACRES b W 1 L25 B/L J / 25B/L J/4 -CT 9'GRASSNTIUTYSTRIP ` 9- GRASS/UTILITY STRIP TREE SAVE AREAS 0 % zs Bn CITY OF MILTON LOT FRONTAGE CHART MINIMUM FRONTAGE: 100' LOT# FRONTAGE (ft) 1 423.5 2 252.5 3 148.6 4 142.0 J 142.1 r 142.0 7 158.6 26 ( 27 Nm orFo( ady 28 , IEEPr`TER5D4IVF0RT& 204.3 30 MARY, W. DAVENPORT 31 155.6 DB 2B356, PG 123 191.7 �) ZONEDAG-1 k 16* 133.6 VI C17 17 122. 15.81 s NoworFomlwly 73.46 c _ AVBER3LLC C18 236.67 rte.; 0659997 P3436'1 150.00 - J ZONEDA6-1 NO' 57'28.72-E m TREE SAVE AREAS C19 35.11 LL� 100.00 L56 51.77 _ - ~ 5 88`11'07" E \ 20.11 82.20' L57 399.82 NO' 57'28.72-E C21 36.36 10.42 200.00 POB 308.38 N9" 2T 30.50"W LU C22 42.41 24.30 100.00 C23 83.87 r4'or l'E) / C24 252.74 1 z I 69.70 N48' 2T 54.60"E k r L5LSX 'PAVED ROADWAY �\ J i '.. R/W '9iQ is ',OP. R(W SO, �4p 2jqi hr � 'Qo PH0`DFly��0 PROP. 14' WIDE PAVED DECELERATION LANE ' FACS AY 100' TAPER 200' STORAGE EX. Fvs(u2edJ �XAj7jT PER GDOT STANDARDS - �' IXC\ - j 3 STOP SIGN & 24" STOP BAR ADA HC RAMP ��\ _✓- -. I 0 PROP. WW \�ADA \CRAMP IX PAVED ROADWAY 30"CURB &GUTTER 41 RUA \ 4FIE 6 12' RIBBON CURB (TVP) 06 AC223 RES \ i �\ (� �aff 4. \ \ \ F` \ / \ 9'GRASS/UTWTY STRIP _ 9'GRASS/UTILITY STRIPQ / \ I EK FH nR7 • I `\ I TREE SAVE AREAS 1aa'"�� \ /B�� \` 0� _ _ 'X y6 LAND LOT L INF O _ \ 48,439 SQ FT MAIL KIOSK 1.11 ACRES R(, / I \ \ / ,..� Now aFarmerry LETIPAQUIROZPER17 (\\ \ l S, PRO FH pp DO WN PG 68 es• 9 v, ZONEDAGI 0) m I �\ \ \ Ao \ \ 54,426 SO FT% / 1.25 ACRES m I I � J / a Now or Fomrerly 1 �S /� / 5 0/ eJ/ 7 PHILLIPIAMESLACKEY MICHAEL TIMOTHYLACKY&! BARRY MARSH ALLLACKY OB 56781, PG 588 I 2s' B/i Q.LK E) 57,884 SQ Fi PROP.. GRA55 CHANNEL / /�0f O y�/ O�/ ZONED AG -43 \7 1.33 ACRES (SEE ROAD SECTION) _- // -�� (, ?S �2d/ �// Qc„ S/4 or m : PROP. S' CONC SIDEWALK UYP) NO VARIANCES / /9hj / �1P / / 4/ \ \ _b REQUESTED 25. BIL o / � % 44/ / 1 i /2� 2q g/L -its y'P,II.4 1L _ m `/ " APPROXIMATE HOUSE SIZE & LOCATION SHOWN 1 i A 7 53250 SO FTI i FOR GRAPHICAL PURPOSES ONLY. ACTUAL HOUSE / i' D G 3,250 S F I MAY DIFFER IN SIZE AND LOCATION, BUT WILL122 / REMAIN WITHIN BUILDING SETBACKS. / Ci rn PROP. FH � � / / / / Lam ` - --75YMPERVIOUS SETBACK / / G I CI ^� / TREE SAVE AREAS 60,578 SQ FT , I (r^,Ir/� _-- \ OSTRFAM BUFFER 1.39 ACRES (O - �_ � f/ / - - To EEC FER WI / - _ - i / l l / / _ )-- •- ~ STREAM BUF _. K' l - - - - 25 STATET UMDSNRk�� CF BPO 24" CURB &GUTTER ) 1 - - - - IIF - 1p25 �. -. I IOUBSEI EFTA ��i --- �.aURBE 5'(BfA\E�¢OFFER\ 4j. / / i J/' �_.. I ... j ISNRBEO STREAM BUFFER - �-/ �_-----_--- - JNP; UR 51RFA i _ I 2'STATE U_ �0 9ED _-�- / rPFBUFFER 50,COUNTY UNDISTURBEDSTREAM_- .._ /i aoREQ N. OFFER I 26'BC-BC i' / E ----- , f✓' Q � y � /� i 20 0' I _ 75' IMPERVIOUS SEi84CK_ J tp0/D�A ffER .. �� sj' /�-_----7 27g8„E L i CONSERVATION AREA TO // /,JNDISU REP�BU j�i� 1R BE USED ON STREAM i IP 051 / i \ _ WITHIN THE 50'COUNTY / "''� Ig1URBE UNDISTURBED BUFFER �� TMUND _ KDE - �OE%� IPF ��� N �� U555 �,r I O 7/4 CT / �50RV10� 20' DE 46,471 SQ R 1.07 ACRESRZ \IIm 25' B/L PROP. 2 NO 25' B/L r 1 m Z"I 45,28250 FT " `' 1.04 ACRES C PROPOSED MICROPOOL EMENDED DETENTION NPOND1 N 25 -YR VOL 14254 CF m L 25' B/L 1 2S YR OR 1015.14 I I 100 -YR VOL 18,978 OF PF 1 100X0. ELEV 1016.01161. - 26 __ O N I" OT NB i (14.1' EJ °'- I ' 1..I 51.4525QFT h \,9 �' T .1.18 ACRES `� � I Nm OrFamelC y L15- B/L I O I RUTH LANDRUM PROPOSED PAVED ROAD W 45,291 SO FT m ZONE9AG-1 WITH 12" WIDE CONCRETE _- -- -_ -- I RIBBON CURB(TYP) 1.04 ACRES b W 1 L25 B/L J / 25B/L J/4 -CT 9'GRASSNTIUTYSTRIP ` 9- GRASS/UTILITY STRIP TREE SAVE AREAS 0 % zs Bn CITY OF MILTON LOT FRONTAGE CHART MINIMUM FRONTAGE: 100' LOT# FRONTAGE (ft) 1 423.5 2 252.5 3 148.6 4 142.0 5 142.1 6 142.0 7 158.6 26 173.1 27 169.2 28 283.3 29 204.3 30 156.2 31 155.6 32 191.7 22* 388.2 Q 23* 64.2 2 24* 62.0 25* 371.8 ROAD CENTERLINE LINE AND CURVE TABLE CITY OF ROSWELL LOT FRONTAGE CHART MINIMUM FRONTAGE: 120'/ 60' *CUL-DE-SAC ~ y LOT# FRONTAGE (ft) J C14 8 429.3 11.88 200.00 9 237.8 95.29 N77" 33'36.34W 10 120D L51 425.19 11 120D 3 C15 1 .7 11.79 200.00 13* 132.5 73.44 S78' 46' 12.54"W 14* 61.5 C16 47.80 15* 62.2 100.00 L53 51.56 16* 133.6 VI C17 17 122. 15.81 100.00 18 120.0 73.46 N89' 26'29.86'W 19 120.0 C18 236.67 20 120.1 150.00 L55 244.75 NO' 57'28.72-E 22* 388.2 Q 23* 64.2 2 24* 62.0 25* 371.8 CITY OF ROSWELL STORMWATER NOTES: RUNOFF REDUCTION FOR FIRST 1.0 OR WATER QUALITY TREATMENT FOR 1.2 WILL BE PROVIDED USING LOW IMPACT DEVELOPMENT/GREEN INFRASTRUCTURE PRACTICES (LID/GI) PER GSMM 2016 TO TREAT ALL RUNOFF FROM NEWLY ADDED OR REPLACED IMPERVIOUS AREA PRIOR TO ROUTING THE STORMWATER TO THE STORMWATER DETENTION AREA. GRADING IS TO BE COMPLETED IN A MANNER TO ENSURE THAT STORMWATER RUNOFF UNDER POST -DEVELOPED CONDITIONS DOES NOT ADVERSELY IMPACT THE ADJACENT PARCELS OR LOTS AND ALL STORMWATER GENERATED FROM THE DEVELOPED SITE OR ANY OFFSITE DRAINAGE INTO THE SITE NEED TO BE ROUTED INTO THE PROPOSED DETENTION POND(S) TO CONTROL ALL STORM EVENTS PRIOR TO DISCHARGE TO THE DOWNSTREAM. THE DOWNSTREAM ASSESSMENT AND INSPECTION ON THE EXISTING DOWNSTREAM AREA AND STORMWATER CONVEYANCE SYSTEM, INCLUDING ONSITE, OFFSTTE AREA, AND ANY SW SYSTEMS THAT WILL BE AFFECTED BY THIS DEVELOPMENT SHALL BE CONDUCTED AND PROVIDED TO THE CITY OF ROSWELL AT LDP PHASE. IF THE INSPECTIONS CALL FOR ANY MAINTENANCE ISSUES THAT NEED ATTENTION, THE MAINTENANCE WILL NEED TO BE PERFORMED PRIOR TO ISSUANCE OF CO. CITY OF ROSWELL GIS DMSION NOTES 1. ALL PARCELS WITHIN ZIP CODE ROSWELL 30075 2. STREET NAMES MUST BE APPROVED THRU ROSWELL GIS DIVISION AT TIME OF FINAL PLAT 123 PARCELADDRESS UTILTIY NOTE PROPERTY WILL BE SERVED BY FULTON COUNTY PUBLIC WATER AND INDIVIDUAL ON-SITE SEPTIC SYSTEMS. FIRE DEPARTMENT NOTES 1. APPROVAL IS REQUIRED FROM BOTH ROSWELL & MILTON FIRE DEPARTMENTS. 2. BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET AT HIGHEST EAVE 3. ROADS SHALL NOT EXCEED 10% IN GRADE 4. ALL ROAD GATES SHALL HAVE A KNOX SNITCH WITH DOUBLE CYLINDER KNOX ACCESS SWITCH KEYED FOR BOTH ROSWELL AND MILTON, 5. EMERGENCY ACCESS ROAD, GATE AND KNOX SWITCH SHALL BE CONTINUOUSLY MAINTAINED BY THE HOA 6. FLOW TEST WILL BE REQUIRED AT TIME OF LDP. 7. APPROXIMATE SQUARE FOOTAGE OF HOUSES WILL BE 3,600 - 6,200 SQ. FT. 8. FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH IFC APPENDICES B & C 0 •• Know what's b@IOW. Cull before you dig. TIFL TIONS OF FXISTNG UNDE%RdINO IRILITIESARE SHMN IN ANAPPRIXIMAR WAY ONLY AND HAVE NOT BEEN SITE LEGEND ROAD CENTERLINE LINE AND CURVE TABLE a J z O u Z ~ y wORX,a J C14 41.47 11.88 200.00 L50 95.29 N77" 33'36.34W SIGN L51 425.19 N89' 26'29.86W 3 C15 41.15 11.79 200.00 L52 73.44 S78' 46' 12.54"W SAFFYYOE C16 47.80 27.39 100.00 L53 51.56 N73' 50'30.88"W VI C17 27.59 15.81 100.00 L54 73.46 N89' 26'29.86'W Q C18 236.67 90.40 150.00 L55 244.75 NO' 57'28.72-E C19 35.11 20.11 100.00 L56 51.77 N19' 09' 21.55"W C20 35.11 20.11 100.00 L57 399.82 NO' 57'28.72-E C21 36.36 10.42 200.00 L58 308.38 N9" 2T 30.50"W LU C22 42.41 24.30 100.00 C23 83.87 48.05 100.00 C24 252.74 57.92 250.00 L59 69.70 N48' 2T 54.60"E L60 51.18 NO' 24'38.62-E L61 41.64 N24' 42' 42.20"E ® CITY COMMENTS 8/2521 CITY OF ROSWELL STORMWATER NOTES: RUNOFF REDUCTION FOR FIRST 1.0 OR WATER QUALITY TREATMENT FOR 1.2 WILL BE PROVIDED USING LOW IMPACT DEVELOPMENT/GREEN INFRASTRUCTURE PRACTICES (LID/GI) PER GSMM 2016 TO TREAT ALL RUNOFF FROM NEWLY ADDED OR REPLACED IMPERVIOUS AREA PRIOR TO ROUTING THE STORMWATER TO THE STORMWATER DETENTION AREA. GRADING IS TO BE COMPLETED IN A MANNER TO ENSURE THAT STORMWATER RUNOFF UNDER POST -DEVELOPED CONDITIONS DOES NOT ADVERSELY IMPACT THE ADJACENT PARCELS OR LOTS AND ALL STORMWATER GENERATED FROM THE DEVELOPED SITE OR ANY OFFSITE DRAINAGE INTO THE SITE NEED TO BE ROUTED INTO THE PROPOSED DETENTION POND(S) TO CONTROL ALL STORM EVENTS PRIOR TO DISCHARGE TO THE DOWNSTREAM. THE DOWNSTREAM ASSESSMENT AND INSPECTION ON THE EXISTING DOWNSTREAM AREA AND STORMWATER CONVEYANCE SYSTEM, INCLUDING ONSITE, OFFSTTE AREA, AND ANY SW SYSTEMS THAT WILL BE AFFECTED BY THIS DEVELOPMENT SHALL BE CONDUCTED AND PROVIDED TO THE CITY OF ROSWELL AT LDP PHASE. IF THE INSPECTIONS CALL FOR ANY MAINTENANCE ISSUES THAT NEED ATTENTION, THE MAINTENANCE WILL NEED TO BE PERFORMED PRIOR TO ISSUANCE OF CO. CITY OF ROSWELL GIS DMSION NOTES 1. ALL PARCELS WITHIN ZIP CODE ROSWELL 30075 2. STREET NAMES MUST BE APPROVED THRU ROSWELL GIS DIVISION AT TIME OF FINAL PLAT 123 PARCELADDRESS UTILTIY NOTE PROPERTY WILL BE SERVED BY FULTON COUNTY PUBLIC WATER AND INDIVIDUAL ON-SITE SEPTIC SYSTEMS. FIRE DEPARTMENT NOTES 1. APPROVAL IS REQUIRED FROM BOTH ROSWELL & MILTON FIRE DEPARTMENTS. 2. BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET AT HIGHEST EAVE 3. ROADS SHALL NOT EXCEED 10% IN GRADE 4. ALL ROAD GATES SHALL HAVE A KNOX SNITCH WITH DOUBLE CYLINDER KNOX ACCESS SWITCH KEYED FOR BOTH ROSWELL AND MILTON, 5. EMERGENCY ACCESS ROAD, GATE AND KNOX SWITCH SHALL BE CONTINUOUSLY MAINTAINED BY THE HOA 6. FLOW TEST WILL BE REQUIRED AT TIME OF LDP. 7. APPROXIMATE SQUARE FOOTAGE OF HOUSES WILL BE 3,600 - 6,200 SQ. FT. 8. FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH IFC APPENDICES B & C 0 •• Know what's b@IOW. Cull before you dig. TIFL TIONS OF FXISTNG UNDE%RdINO IRILITIESARE SHMN IN ANAPPRIXIMAR WAY ONLY AND HAVE NOT BEEN SITE LEGEND 24' CURB AND GUTTER f a J z O u Z ~ y wORX,a J (YI EORANY _n 8 F -- EXISTING PROPERTY LINE 41p$N SIGN EXISTING RIGHT-OF-WAY D.E. Cow 3 AE. R THEM LS.E LANDSCAPE EASEMENT - EXISTING SETBACK LINE BTL SAFFYYOE aa ~ THEN PROPOSED RIGHT -OF -WAV I CDP REPBODURION SHALL MADE WI1HOl?THE PRIOR WMTEN CONSENT OE AWL LLC - - PROPOSED SETBACK LINE 24 HOUR ----- too YEAR FLOOD PLAIN DOUG CONTACT DOUG PATTEN 7711294 1974 SUBDIVIDEAPPLICANT DAVID PEARSON COMMUNITIES 2000 FIRST DRIVE, SUITE 400 MARIETTA, GA 30062 770-321-5032 24' CURB AND GUTTER mi a J z O u Z ~ y TRAFFIC FLOW ARROW (PAVEMENT MARKING) J (YI DIRECTIONAL ARROWS(PAVEMENT MARKING) _n 8 HANDICAP STALL g 41p$N SIGN U pp D.E. DRAINAGE EASEMENT 3 AE. ACCESS EASEMENT LS.E LANDSCAPE EASEMENT BTL BUILDING SETBACK LINE aa SUBDIVIDEAPPLICANT DAVID PEARSON COMMUNITIES 2000 FIRST DRIVE, SUITE 400 MARIETTA, GA 30062 770-321-5032 L-� ao o � O OZ ~ V V o N mi a J z O u Z J o J SLR CA O _n WAN ani g 41p$N IOU U pp `twaa 3 C W 8x�np U Q LU aa ~ p Q mm VI J a a ODOD � L-� ao o � O OZ ~ V V o N 0 O Y = a J z O u Z C_ J SLR CA O 0 O Q ^ J J w O g IOU o C W C] REVISIONS GSWCC No.: 21547 0 30' 60' SCALE: WN BY: PB 'KED BY: BVW IECT MANAGER: BK x.20004283 CODE: viol W J CL o. C W C] LU ~ Q VI J a a � � Q � aa Vl Z z LU a a � LU H )ATE 08.20.2021 0 CIN COMMENTS 7/2621 ® CITY COMMENTS 8/2521 REVISIONS GSWCC No.: 21547 0 30' 60' SCALE: WN BY: PB 'KED BY: BVW IECT MANAGER: BK x.20004283 CODE: viol 1 \ 10'AEE 1 15B/L J 25 BA J/4' CT v (0.55' Bi n a SZ373 SQ FT TREE SAVE AREAS -----, REAS 120 ACRES / �I i 25' B/L i 25'B/L I I55.720 SQ FT L 128 ACRES - \ / CITY OF MILTON 1/2" or CITY OF ROSWELL _______Z -_WB/L _ __INFlLTRAnON TRENa/- 0 100'GEORGIA PoWER 7RANSMISSlON EASEMENT ENHANCID swot N ° - I P'RR GSMM U25]/ N O � 0.R.S.3K091CAD / mI R � -_� 100'GEOjAPO POWER TRF ISSIONEASEMENT THE ONSITE WQ BMPS WILL BE PROVIDED ON EACH LOT & 22 - 25 THEN ROUTE OVERFLOW TO THE S)TORMWATER POND. /// 25 1 SO y ` 73,852 5Q FT FLOW WELLS TO BE PROVIDED LOT522 \p. 1.70 ACRES SEER IL - 25 TO CATCH pLL IMPERVIOUS BYPASS B/\ (PER GSMM 4.12.53 / 4.B.5.31(TYPICAQ \ \ PROP. 5' CONC. SIDEWALK MP) 410 /'l \ SUBDIVIDER/APPLICANT CITY OF ROSWELL GIS DMSION NOTES AV 19E� 1. ALL PARCELS WITHIN ZIP CODE ROSWELL30075 CITY OF MILTON DAVID PEARSON COMM UNITIES 2. STREET NAMES MUST BE APPROVED THRU ROSWELL GIS LOT FRONTAGE CHART 2000 FIRST DRIVE, SUITE 400 DIVISION AT TIME OF FINAL PLAT MARIETTA GA 30062 123 PARCEL ADDRESS MINIMUM FRONTAGE: 100' 770-321-5032 UTILITY NOTE LOT# FRONTAGE PROPERTY WILL BE SERVED By FULTON COUNTY PUBLIC WATER (ft) AND INDIVIDUAL ON-SITE SEPTIC SYSTEMS. 1 423.5 9' GRASSNTIUTY STRIP TREE SAVE AREAS FIRE DEPARTMENT NOTES 2 252.5 / / / _ / / 1 APPROVAL IS REQUIRED FROM BOTH ROSWELL &MILTON 3 148.6 -25' B/L ♦ � � / FIRE DEPARTMENTS, (\ NOW -or Formerly 2. BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET AT HIGHEST 4 142.0 t GEORGIA TRANSA1(S,516N CORP. EAVE. © 5 142.1 1 DB 1339 PG 82 3. ROADS SHALL NOT EXCEED 10% IN GRADE 4. ALL ROAD GATES SHALL HAVE A KNOX SWITCH WITH DOUBLE 6 142.0 m CYLINDER KNOX ACCESS SWITCH KEYED FOR BOTH ROSWELL m 45,282 SQ FT t "oN AND MILTON. 7 158.6 $ 1.04 ACRES 5. EMERGENCY ACCESS ROAD, GATE AND KNOX SWITCH SHALL BE CONTINUOUSLY MAINTAINED BY THE HOA 26 173.1 6. FLOW TEST WILL BE REQUIRED AT TIME OF LDP. 27 1692 25' B/L 7. APPROXIMATE SQUARE FOOTAGE OF HOUSES WILL BE 3,600 - - - - - - 6,200 SO, FT. 28 2833 i00 2 1 �� 8. FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH 29 2043 IFCAPPENDICESB&C. PROP. FH - 30 15 � RI �� _ -�' 31 1555.2 .6 25' B/L L GEO ' M SS ON 32 191.7 1A� c Ii100' 45,482 SO FT 89'10'25" E _ Q 1.04 ACRESo 120.08' TREE SAVE AREAS lPF CITY OF ROSWELL LOT FRONTAGE CHART MINIMUM FRONTAGE: 120' / 60' *CUL-DE-SAC LOT# FRONTAGE (ft) 8 429.3 9 237.8 Now or Formery 120.0 11 120.0 1 .7 13' 132.5 14` 61.5 15* 62.2 16' 133.6 17 22. RUTH C LANDRUM 120.0 19 120.0 20 120.1 22' PROPOSED PAVED ROAD FT 642 24' 62.0 v ZONEDAG-1 WITH 12'"DAECONCRETE 45,2915Q I RIBBON CURB MP) 1.04 ACRES c an L- 254 B/L J SUBDIVIDER/APPLICANT CITY OF ROSWELL GIS DMSION NOTES AV 19E� 1. ALL PARCELS WITHIN ZIP CODE ROSWELL30075 CITY OF MILTON DAVID PEARSON COMM UNITIES 2. STREET NAMES MUST BE APPROVED THRU ROSWELL GIS LOT FRONTAGE CHART 2000 FIRST DRIVE, SUITE 400 DIVISION AT TIME OF FINAL PLAT MARIETTA GA 30062 123 PARCEL ADDRESS MINIMUM FRONTAGE: 100' 770-321-5032 UTILITY NOTE LOT# FRONTAGE PROPERTY WILL BE SERVED By FULTON COUNTY PUBLIC WATER (ft) AND INDIVIDUAL ON-SITE SEPTIC SYSTEMS. 1 423.5 9' GRASSNTIUTY STRIP TREE SAVE AREAS FIRE DEPARTMENT NOTES 2 252.5 / / / _ / / 1 APPROVAL IS REQUIRED FROM BOTH ROSWELL &MILTON 3 148.6 -25' B/L ♦ � � / FIRE DEPARTMENTS, (\ NOW -or Formerly 2. BUILDING HEIGHTS SHALL NOT EXCEED 30 FEET AT HIGHEST 4 142.0 t GEORGIA TRANSA1(S,516N CORP. EAVE. © 5 142.1 1 DB 1339 PG 82 3. ROADS SHALL NOT EXCEED 10% IN GRADE 4. ALL ROAD GATES SHALL HAVE A KNOX SWITCH WITH DOUBLE 6 142.0 m CYLINDER KNOX ACCESS SWITCH KEYED FOR BOTH ROSWELL m 45,282 SQ FT t "oN AND MILTON. 7 158.6 $ 1.04 ACRES 5. EMERGENCY ACCESS ROAD, GATE AND KNOX SWITCH SHALL BE CONTINUOUSLY MAINTAINED BY THE HOA 26 173.1 6. FLOW TEST WILL BE REQUIRED AT TIME OF LDP. 27 1692 25' B/L 7. APPROXIMATE SQUARE FOOTAGE OF HOUSES WILL BE 3,600 - - - - - - 6,200 SO, FT. 28 2833 i00 2 1 �� 8. FIRE HYDRANTS SHALL BE LOCATED IN ACCORDANCE WITH 29 2043 IFCAPPENDICESB&C. PROP. FH - 30 15 � RI �� _ -�' 31 1555.2 .6 25' B/L L GEO ' M SS ON 32 191.7 1A� c Ii100' 45,482 SO FT 89'10'25" E _ Q 1.04 ACRESo 120.08' TREE SAVE AREAS lPF CITY OF ROSWELL LOT FRONTAGE CHART MINIMUM FRONTAGE: 120' / 60' *CUL-DE-SAC LOT# FRONTAGE (ft) 8 429.3 9 237.8 10 120.0 11 120.0 1 .7 13' 132.5 14` 61.5 15* 62.2 16' 133.6 17 22. 18 120.0 19 120.0 20 120.1 22' 3882 23' 642 24' 62.0 25` 371.8 1/2 -OT LCITY OF ROSWELL STORMWATER NOTES: 25 BVL / \ N 85°0709" E 551.40'���- r/2' IF RUNOFF REDUCTION FOR FIRST 1.0 OR WATER QUALITY TREATMENT FOR 1.2 WILL BE �' IPF / / ( -'-- PROVIDED USING LOW IMPACT DEVELOPMENT/GREEN INFRASTRUCTURE PRACTICES (LID/GI) / \ PER GSMM 2016 TO TREAT ALL RUNOFF FROM NEWLY ADDED OR REPLACED IMPERVIOUS AREA N 89°1704" W H Rebar / / 1--- ao' a/L I ao' B/L 1 CITY OF MILTON ---.�T 1 Vow or Formerly PRIOR TO ROUTING THE STORMWATER TO THE STORM WATER DETENTION AREA. 654.56' JGi i -CITY OF OSWELL I ( / / I 40 B/L I F "yt CAROL YN W. REECE GRADING IS TO BE COMPLETED IN A MANNER TO ENSURE THAT STO RMWATER RUNOFF UNDER / X40' B/LL POST -DEVELOPED CONDITIONS DOES NOT ADVERSELY IMPACT THE ADIACENT PARCELS OR _ OB14441,fG348 ^ 3y LOTS AND ALL STORMWATER GENERATED FROM THE DEVELOPED SITE OR ANY OFFSITE 1050 -M3 _ _. ZQVEDAGI DRAINAGE INTO THE SITE NEED TO M ROUTED INTO THE PROPOSED DETENTION POND(S) TO ...,� i I l / _ '^ O CONTROL ALL STORM EVENTS PRIOR TO DISCHARGE TO THE DOWNSTREAM. 2 i TREE SAVE ARS / 1 /I I / I - / I / THE DOWNSTREAM ASSESSMENT AND INSPECTION ON THE EXISTING DOWNSTREAM AREA AND MN'T /i,� T / STORMWATER CONVEYANCE SYSTEM, INCLUDING ONSITE, OFFSITE AREA, AND ANY SW wFunAnary TRFxa l \ 7 / SYSTEMS THAT WILL BE AFFECTED BY THIS DEVELOPMENT SHALL BE CONDUCTED AND ( THE STORM WATER POND DOES NOT HgVE / ENHANCED SWAU -- WQ FEATURES INADE.RRv WILL8E / RERGSMM a1z 63/ R� PROVIDED TO THE CITY OF ROSWELL AT LDP PHASE. IF THE INSPECTIONS Cll1 FOR ANY `26'BC- BC T � ��� PROVIDED OUT OF THE POND. / , 4A5.3)MPKAQ MAINTENANCE ISSUES THAT NEED ATTENTION, THE MAINTENANCE WILL NEED TO BE ISSIi F, / �., .6 ..-- / ...Y. r / / / m PERFORMED PRIOR TO ISSUANCE OF CO. oRGIA�°"%T� f 1 1 I (:r �A s( _'. NIV 00 1 /PROPOSED DETENTIONt1 i 1 \ / \ I \ I \ (-(� � 1/2. OT _89'35'08" - TREE SAVE AREAS W' o 1 - -- -- -- -_� POND71 S 89°35 OB" E 33411' I / ( 25 -YR VOL 4,113 CF •F 1 /'�-�- 25 -YR ELEV M13 1 I / J l ) I I / 100-YBVOL6,374CF , I ' / / 1 1 I 99 100 -YR I LEV 611 // // / J 1 1 / 9 10 12 I 40 B/L 7 AXLE ) APPROx LAND LOTLl1v� r om VIVO Know whaPs bellow. Cal before you dig. RMITS1 DRa ■ 24 HOUR EMERGENCY CONTACT DOUG PATTEN 770294.1974 Jo J n W� UO 3< aK <m 3< 8x� < a e ZO / 60,829 SQ FT / / 77.109 SQ FT 45,103 SQ FT 45,383 SQ FT Now 8 FOrm6 O C) TREE SAVE AREAS \{ 24'CURB&GUTTER ]1938' 7.40 ACRES / / /� / / / 7.77 ACRES / 45,4235Q FT 6 / STEVFNBRlAry$Ii PROP. FH 1/ / / . P yyf / 1.04 ACRES / / 1.09 ACRES / 1.04 ACRES / ,13 / & MA/I075.-MEh - Z z 9Gi. _.N // �yoy� //,/ / / / I / i ar �44.B43 s4 FT 15 eh/ "ZGNEOAG-1 8 v c" n d / AS 8/ 1 w LL IL g C] eoE Lr O 1 PROP. FH INDLTMnox TAFO" Z J 44,245 SQ FT �S / F / • r 12' J ` Od 20 / / 50' B/L / SP B L ---J// G' mFn GsraM stu/ CS Q IF NOT FEASIBL£TOGRADE LOTS 22& taz ACRES RS PR\ 01 * I '�' / / �/ • aes 3lMNuu cli Z o 3n o F�- I O -�Y 24' CURB &GUTTER ' / / / // .' 0 P• / PROP ENHANCED SWALE B i N rYt 23 IN SUCH A WAY THAT ALL \ ( d O 3• R o - I PROP. S' CONC SIDEWALK MPI • O '^ ('` i,_ , , /� / / / / (SEE ROAD SECTION) I 24' CURB &GUTTER / \ � OVERFLOW FROM ONSITE ROM TO o3 ' \ 225 F O / 265 275 I 285 B 1m LL N O • Q�. / N 245 2SS O \ W M POND(DTHE P TI ONSITEDE) WE ION YW - I P. FH > O \ Es. - _ . / � � PROP. FH � ... _ .. _ .. O. • Z POND APHICAYPASS7DUE TO 1 �' 14 N TOPOGRAPHICAL E%LSTING / ) (_ \ - ° Ll. __ e�. _ _ _ E�-.--p;-1$ m / -r-..: ... _ 26 • L N 0 CONDITIONS, PROVIDE ALL REQUIRED O \ ')'� N R ,4 ENGINE No DOCUMENTS TO '^ / \ _u.- ..__ _ •._.__ • -P.-"- . I->-._ Aw_ .u--w-s..... "�\L • U / 64 �,/ _ ct ` s PLANNED PRIVATE ROAD 'A' E�m ^�+ m a ��; m • w IPF SUPPORT THAT THE SITE CAN BE N / / 2 Lu �.` F _ _ __ - _ _-. _ _ -_ _ - - m _ _ _- v 0 J b 45,1845Q FT • y 3�4- CT DEVELOPED WITH BETTER WE DESIGN m \ 415 / ��f / _ Lsl 43 A&UE n ¢ C74 "' p6� F w` 1.114 ACRES ! 1 (0.13' E) E _.., .. PRACTICES MR STORMWATER / .01\ - �' 1 MANAGEMENT IN COMPLIANCE WITH w / /� \' / .O •..... ',.. .. X76 LST h _ o o PR, 'n L r `� THE CDY OF ROSWELL UX SE. 12.5 v1 i I / / /... .. . -..--TT-ryn Rq9 • 1 AND IGSMM(2016) AT LDP PHASE+ Irl �\0.Z8 BD • L W Y( / / / i'•,� r 250 Q ....270 - F2_801\ - 75's/ 2 12' RIBBON CURB MP) �> PROP. FH - - 50' B L so. BA 2,414 SQ1.43 ACR FT fEP� / / / SQ ell 1 Otiy IxNLTRAnDN mrrva/ 1 �2jq OF• _� 1A3 ACRES ' / ,f 1( / /// PROPOSED PAVED ROAD 1 ¢! J` "'-"-^N� EEQ-/ / )/� \ �� WITH 12'WIDE CONCRETE \ ryERr .41 A/ 1 it 9.798 SOF d m� / RT" T y� / E/ / 1 / O 1.83 ACRES // --ROfO gS eOpEfp Y �tjJ/ f� /�-// / I RIBBON CURB MP) I aas]IMNul1 I CONCRETE APRON T J/ 1• /' / 1 p / a 46,065 54 FT 7000 8P0� o15N tpcA/ Epj/ �,e�%jam - 1.06 ACRES I J 1 p 1 1 1 NON -IMPERIOUS R 'J BUFFE\SSAOf 0' 0/ JNOj / - Q0�0!% �V1Pj / I 21 1 X - 20 - 8 17 I 1 / 5 8 \ PROPOSED 20 WIDE EMERGENCY -r• \1 --- // 551P6 �r �r/�a 46.zOFr OB ACRES 47.819SF I 45.739 SO �� \ 1 \ ♦.•'�� �� JNO 0 5 / �' S (�NA I I \ \ ACCESS PAVED ROAD BIL W --- 1 / i r// 0/ �// 'ole J 1.06 ACRES n I m 1.10 ACRES LOS ACRES 0 AA1F ti /;'/ _ MINI m m m I m I __ _ -- PPOND 2 N -" ROPOSED DETENTION fps I. / !00'CITY UNDISTURBED STREAM BUFFER ` / / / // /?K 25-YR 500 I 0 - m _ O b** C16 11 ` 100 -YR VOL 25,750 CF \ - LI- - I ^ I / I f 19 1 00- \ 'D I �I _ 5,7 0 50 F CONCRETE APRON I f 1 .n m I 100 -YR ELN 995.85 - -' = sig 4.103 SQ FT I GATE WITH DOUBLE CYLINDER KNOX ACCESS / TIO ACRES •01V SWITCH KEYED FOR BOTH ROSWELL AND MILTON. /_ I �.-- �10'A.E ' \-- - I_ 1 - 2/E. I\ ACCESS ROAD, GATE AND KNOX SWITCH SHALLBE �- " - - - - - CONTINUOUSLY MAINTAINED BY THE HOA \ / ��20'LSE �� �'*.tel. o.f! A'-/MPERNO7]gBCj - c I - : /I \N P\-� DETAILS FOR GATE AND KNOX ACCESS TO BE ( \ 1 / Q \e - - - - / / �. / ---- �!......... r ♦ / ��• R '(39v SHOWN ON LDP PLAN. -� u...l.l....... • _ .F....u..u40...... • \.u• /// / S.dgP� 1 4- $\ ------------ - AREA IDENTIFIED IN STEEP SLOPE � • •••• \ L55 ' _ 100'CIN UNDISTURBED STREgMBUF \ r _ -- =� C`_ THE STORMWATER POND DO ES NOTHAVE STUDY. ADDITIONAL PROTECTIVE _ _ MEASURES ARE REQUIRED. A L$9.-- -_-_ _.� ------ WQFEANRES INSIDE.RM WILL BE 4`- \ _ DOUBLE ROW SILT FENCE WITH 1 v 6 CENTERLINEOF PROVIDED OUT OF THE POND. \N / I \ =� C - --- MULCH IN BETWEEN ANC SLOPE 1( ROADBYPASSTOPIPE INTO \`-CREEK IB PROPE'R�TY��ry� \ a --� STABILIZATION TO BE PROVIDED. SITE LEGEND \ $ 00°41'$5" W AREA IDENTIFIED IN STEEP ++_�'•� \ -' - - - t' INFILTRATION TRENCH / 127.69 SLOPE STUDY ADDITIONAL _ _ - - L4$-_ _ _ ` - - - - - - - - NO DISTURBANCE ALLOWED I \'� \ - PROTECTIVE MEASURES ARE 1 _ �� ice. WITHIN 50' STREAM BUFFER I / EXISTING PROPERTY LINE REQUIRED. NO =� �r L40 �1�_.-- -\ I LLSr DISTURBANCE ALLOWED --- --��.� - _\\`STREAM BUFFER ,_ ENHANCED SWA WITHIN 50'STATE BUFFER -- --- \ ------ T \ ---- - --- ' -�� \ --- - ice- 1 EXISTING RIGHT -0F -WAY J7610_ - ` FUTURE CONDITIONS _ - - - - ------- EXISTING SETBACK LINE FLOOD PLAIN PER L - _ - _ _ _ �� '� ✓ \ �` \\ \\ FULTON GIS ... _ � 1 \ _�I� ------ PROPOSED RIGHT -OF -WAV _1 ---- - _ I - --t 0�- - IPF -\� \`\\-�/ -/ FLOW WELLS TO BE ----- PROPOSED SETBACK LINE y --1025 NRe6� \ \ - _. / PROVIDED MR LOTS 16-21 -\� /]�/ }' i18 -E)- I . - - - - / TO CATCH ALL IMPERVIOUS - -$ 00°36'13° W _. I \ \ \ \ - i / �// BYPASS TREE SAVE AREAS L7 I _ - - _ - - - LIQ �\ / - 100 YEAR FLOOD PLAIN 81.72' - \ _ \ \ \ - / IPERG5MM4.125.3/ _ \ -.. - 111 24" CURB AND GUTTER Now or Formerly w a ..••_ 08.20.2021 0 CITY COMMENTS 7/2621 8 CITY COMMENTS 82521 REVISIONS 5 IPF�ti MF `` \ `. \� \ \\\ \\ \ /� BM R RK \ / / \��` --- .j - __ ._ I \ \ - ('_ / _�`\ y« GOSWCC 00' 216007 N Rab MM. SE) -� \ \ \ - - ` \ - - 7( TRAFFIC FLOW ARROW (PAVEMENT MARKING) ---- ___ DB 59586, PG 662 -\ M yt^ 018 I1 \ _ DIRECTIONAL ARROWS (PAVEMENT MARKING) n LBS \ \ \ _ ._ \ j r e \ - SCALE \ DRAWN BY: PB HANDICAP STALL -' -.-- \ _ CHECKED BY: BM SIGN PROJECT MANAGER BK j \ D.E. DRAINAGE EASEMENT OB i1: 20004283 AE ACCESS EASEMENT FILE CODE: L.S.E. LANDSCAPE EASEMENT SHEET NO. B/L BUILDING SETBACK LINE P102 Page is too large to OCR. Page is too large to OCR. Page is too large to OCR.