SW4240906_Plansheet - Proposed Conditions/Site Plan_20240924

SITE PLAN NOTES:
ZONING PARKING CALCULATIONS
REVIEW INFORMATION SPECIAL USE AREA p m
1. ALL PARCEL AND BOUNDARY LINEWORK SHOWN IS BASED ON SITE SIZE AND COVERAGES
DB.3740 PG.962,AND HAS BEEN ROTATED TO MATCH REQUIRED PARKING: 1 SPACE PER 225 SF GFA
EX.ZONING: RS20 TOTAL ACREAGE: 18.25 ACRE S
TYPE OF REVIEW: M > N
COUNTY GIS RIGHT OF WAY. ( )
5,605 SF GFA/225=25 SPACES N (/1 Z
X SPECIAL USE PERMIT DEDICATED RIGHT-OF-WAY: 0 SF y
2. THIS MAP DOES NOT MEET G.S 47-30 STANDARDS AND IS NOT PROPOSED ZONING: RS20 PARKING PROVIDED: 38 SPACES(2 ADA SPACES) SITE COVERAGES: O
�1 JURISDICTION: X
FOR RECORDING OR CONVEYANCE. 4U4
�PS 2 X FORSYTH COUNTY BUILDING TO LAND 0.22 AC=1.21% m1E t� �_ p
1 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, Q J O v
112"I 3 AGREEMENTS,AND RIGHTS-OF-WAY OF RECORD PRIOR TO THE PURPOSE OF THIS REQUEST IS FOR APPROVAL OF A PROPOSED USES: SPECIAL EVENTS CENTER,(WEDDING VENUE) INFRASTRUCTURE aR��GjoNRD U O
A.B.C. THE DATE OF THIS MAP,WHICH WERE NOT VISIBLE OR SPECIAL EVENT CENTER FOR WEDDINGS AND CORPORATE PAVEMENT TO LAND 1.24 AC=6.80% ` m +�-, cD
X APPARENT AT THE TIME OF INSPECTION.
MP 1 DITCH EVENTS. PUBLIC PRIVATE (STREET,SIDEWALKS AND DRIVEWAYS) L ` � � V
SANITARY WATER
3 I SEWER 4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE BUFFERYARDS WATER: X
I OPEN SPACE 16.79 AC=91.99% m pV N Z
J1 INVESTIGATION;THEREFORE,THIS MAP IS SUBJECT TO ANY TRANSPORTATION NOTES SEWER: X TOTAL 100% i Ln
2 MINIMUM DESIGN O AND ALL FACTS AN ACCURATE TITLE INVESTIGATION MAY ADJOINING ZONING: RS9 u 00 N
1"S9.5B DISCLOSE. 1. PRELIMINARY TRAFFIC ANALYSIS RESULTED IN AN STREETS: X TOTAL IMPERVIOUS SURFACE 7.20 % w 00 � C-O
APPROXIMATE PEAK OF 40 VEHICLES PER HOUR. N
2"S9.5C TYPE REQUIRED: TYPE III > Ln � M v
7"ABC I 5. EX.TOPOGRAPHICAL INFORMATION PROVIDED BY NC SPATIAL V oo
DATA DOWNLOAD. 2. MAX PARKING PROVIDED WILL BE 66 SPACES WITH Ro J
EVENTS ANTICIPATED AT A RATE OF 1-2 TIMES PER WIDTH PROVIDED: 20' LINEAR FEET OF PRIVATE STREETS: 1413 FT GNJRGN
50'PRIVATE ACCESS 6. STREAMS SHOWN ON PLAN ARE NOT VERIFIED AND ARE WEEK. LINEAR FEET OF PUBLIC SEWER: 901 FT NopE���`��
&PUBLIC UTILITY ESMT APPROXIMATE IN LOCATION. LANDSCAPE NOTES LINEAR FEET OF PUBLIC WATER: 1,535 FT Lu
NOTES: BUILDING SETBACKS
1.SUBGRADE COMPACTED TO A MINIMUM 98%STANDARD 7. THIS PROPERTY IS LOCATED WITHIN A FLOOD HAZARD ZONE 1. ALL BUFFERYARD DECIDUOUS TREES MUST BE 8'IN
PROCTOR MAXIMUM DRY DENSITY(ASTM D 698);REFER TO PROPOSED OVERALL LOT AREA AS INDICATED ON THE FLOOD INSURANCE RATE MAP FIRM HEIGHT AND 2"IN DIAMETER,PRIMARY EVERGREENS FRONT: 30'
SOILS REPORT IF AVAILABLE. MAP NUMBER:3710683200J, REVISED 1/02/2009. SHALL BE 6'IN HEIGHT AND SUPPLEMENTAL SHRUBS SIDE: TONE SIDE(20'COMBINED)
PROPOSED SQUARE SHALL BE 18"IN HEIGHT. SS LILM
VICINITY MAP
TYPICAL SECTION LOT FOOTAGE AC SIDE STREET: 20' _ S$--
8. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST SS 1"=2000'
NTS FORSYTH COUNTY/WINSTON SALEM, NCDEQ&NCDOT 2. DECIDUOUS LARGE VARIETY TREES TO BE SPACED REAR: 30' • . ' . • . ' . - sS
1 794,970 18.25 __ �SS-•--��' �• : :
STANDARDS AND SPECIFICATIONS, LATEST EDITION. 30'-60'APART,PRIMARY EVERGREENS TO BE SPACED A SPECIAL USE: 40'FROM ADJACENT RESIDENTIAL PROPERTIES SS r .
2 20,785 0.53 MINIMUM OF T APART,AND A MAXIMUM OF 15'FROM SITE DATA: SS-
4700 FOLLANSBEE RD TOTAL ACREAGE OF COMBINED 9. FINAL LOCATIONS OF ROADS, UTILITIES AND ADDITIONAL ANY DECIDUOUS OR PRIMARY EVERGREEN,ALL SS
3 22,966 0.48 FEATURES PENDING FINAL DESIGN AND CONSTRUCTION SUPPLEMENTAL SHRUBS TO BE SPACES EVENLY OR
CHARLES N GRUBB;SHANNON S GRUBB PARCELS FOR SPECIAL USE: 18.25 AC SS' .
STAGGERED WHERE QUANTITIES ALLOW.
DOCUMENT PERMITTING. SS---�- .
930 MEADOWLANDS DR 4 22,925 1.851-�!5 - SS-- ' SS-- �� /'
WINSTON SALEM,NC 27107 ZONING: -
10. RESIDENTIAL SEWER SERVICES SHALL NOT BE CONNECTED L2
TOWNSHIP:BROADBAY EXISTING ZONING: RS20 5 20,790 0.48 --' SS' �- . FLOODWAY(TYP) 20
TO THE CITY CLEAN OUT STACK IN ANY LOCATION OTHER APPROX.STREAM CL `L
PIN:6832-17 0754 SS /'
6 93,975 2.16 THAN THE STUB FOUND AT THE BASE OF THE STACK. AS LOCATED BY PILOT �'. ZONE 2 �• / • : 'L21' �1
D.B.3740 PG 962 DEVELOPMENT STANDARDS: L20~
TOTAL AREA: 1.82 ACRES FRONT SETBACK: 30' ENVIORNMENTAL(TYP) - / L23. •L26�' ✓�
7 80,757 1.85 11. CONTRACTOR SHALL CONTACT ENGINEERING FIELD OFFICE / /-' �' / 1-19 L2q. L25 . 11 a
SIDE SETBACK: T(ONE-SIDE),20'(COMBINED), / �C
4660 FOLLANSBEE RD 20'(STREET) TOTAL 1,057,168 25.60 AT / �. 30'
[phone] TO SET UP PRE-CONSTRUCTION MEETING AND / ZONE 1 ����T�• / -�� /�
CHARLES N GRUBB;SHANNON S GRUBB REAR SETBACK: 30' /�.
INSPECTIONS 48 HOURS PRIOR TO ANY WORK ON SITE.
930 MEADOWLANDS DR SPECIAL EVENT SETBACK:40' /
WINSTON SALEM,NC 27107 MAXIMUM HEIGHT: 40'
�►L1 - ' 40'SETBACK 'v"
TOWNSHIP:SOUTHFORK L �� :� : 1'12: : L13 L14�' +�5 KNIU0 CREEK PROP 10�VID'ESIGN TYP. }�R
PIN:6832-07-3514 WATERSHED DATA: gQUTH FOR � FW FW -�� � pj_ �-
D.B.3740 PG 962 WATERSHED: NOT LOCATED IN A WATER / -� I i PROP.GREENWAY ES MT 30'• FW FW LIMITS OF 100 YR.
TOTAL AREA: 14.9 ACRES SUPPLY WATERSHED �^ Y CREE�� 0 _ FLOOD(TYP) / /F�� I I[ / / ` O
RIVER BASIN:YADIN PEE-DEE ��pR J �_ �� / �- � - W Q 1 \ �/ •r ` U
O FOLLANSBEE RD SOIL TYPES:CoA,SmD&SmF : ` S FW \i w
CHARLES N GRUBB;SHANNON S GRUBB i� ` NQ) ZONE 2�
1 ��
930 MEADOWLANDS DR o O
WINSTON SALEM,NC 27107 /Lf3� 15 URTYPE SERENITY HILLS LANE \ O
TOWNSHIP:BROADBAY �2. L'4 20'LANDSCAPE B TILIZEDED / �'
L1 GETATION Q BE U / ` -_PROP. PRIVATE DRIVE /
rn i O
PIN:6832-07-6693 (EX.VE CABLE) 26'EP-EP _ - N / / w u1
�� PROP.30'PUBLIC �_ I ,/ X , z w w
D.B.3740 PG 692 / WHERE APPL ��� JQ _ / 0 26'EP"EP 4+0 SEWER ESMT ' \ ` ` //�� z E N w
TOTAL AREA:7.52 ACRES // f�/ 40 SE Q' / w _
!' / =4�
/ f� 0.2 G � 5+00 3+p0 ,\� c_ , / � > z SETBACK -^L/ / 8 �71 Q + 0 Qy4i o
+ 0
7+1 50'PRIVATE ACCESS 6 0 > lk LU U
&PUBLIC UTILITY ESMT- i w a �S
co
00 26'EPEP �� wwOUco
►1 ° - ° '_
.fir / G - ILu _
U
> wozm
SIR, / / PROP SIGN(TYP.) I I \ � � w
� zC6
PROP.GRAVEL r , I PROP GATE �+ �/\ LU H rn § M
PARKING AREA I I I I WITH KNOX BOX 00/A Q
26 SPACES I FOR UTILITY AND FIRE X
ACCESS \
F� PROP. DUMPSTER I I� R I. \� � L LJJ
EX.FLOODWAY(TYP): / (�' I W/SCREENING.(COG I I U , w a w U)
1 1 p 1002&COG 1008) I I I CONC ?/ - 2 a z
44i ��� I I 1' / PROP.PRIVATE DRIVEWAY WITH 8' 0O c z O
44i / / I I I Ill i ' CONC. DIVIDER AT R/W J z Lu
= J M LL
PICKUP SEE COWS V 12(SHEET 18) w J U v
PROP.WHEEL °; I I g�// \; Q w � U
42� : j STOP,TYP. DROPOFF I o I O O 4 O , v� w z v cn
41
SHELTER I I I I O I ,// f EX.CONC.CHANNEL. W w z p
0.53 AC
/ : : : . ' / 0.48 AC 0.53 AC I I o �/// / UPSTREAM CONC TO REMAIN I� > z Z w cl) U
�Q ov, // / / / / / / / �`7a� I I I I 5 ' I � V w a LL a
Q• / EX.TREE LINE I O w
�,�c�/ / : : �� i.F� / L I 0.48 AC I m I / Q_IV LLul
�u^a . • . . . . . . , . . / oeo PROP TREE 15 rn /�/ / z O
m ./ \!J FM 7 / o� LINE
� -I � I � �i� l l coU � O � � Q
2
"FIP I / / HZ } U
w AG \I v - � =
EX.LIMITS OF 500 YR. HATCH LEGEND w o a o o
FLOOD(TYP) �J I .�� „I"FIP it /±19' / w U) lii
V FW FW FW EX. LIMITS OF 100 YR. / 0.10'gG, p z
FW FW FW'� / FLOOD(TYP) / O / / E�P-E/ Of O O H
411 18.25 AC I PROP TREE LINE �'� / FLOODWAY a U cn
'2� cu LIMIT OF 100
2 4j � EX TREELINE OPEN PATIO I YEAR FLOOD
(TYP) / o I I. .. `
^� �`�o QQ� / ° / /l' a �N I PAVEMENT
/ U 2�� EX.50/o LIMITS OF 100YR / PROP. EVEN M
N a O� / %/ FLOOD(TYP.) J 'CENTER APPROX. 2�0• _ w
COVERED PATIO 5,605 SF / Z w N� /
/ \ FFE:772.25 V I CL IN Lu ,,�II / uu, /a Q
° �` N 546 SF 108' MAX HEIGHT 40' } =J EX.TREE Ld N SIDEWALK a
o ` J s"FIP \ OPEN WALKWAY U LINE i� lWZ.
.•`.`-' AG \ l R25'' w © / o>>/�1 ?U
•,EX.WETLANDS TO / { 78 O LLIOa / ^' Z N - BUILDING
REMAIN UNDISTURBED . / ) co 36' �� 2" 16 AC w I /Q 1z m
PROP. HANDICAP �20, � R w z w l 1 a
SIGN,TYP. �20' 1 F Q O w
)'B� �I� / GRAVEL
R1 I' z w 1 / / o
/ vvvvv�,�,vv�,�,vv" W <
TREE SAVE �,�.�"��.. �.. LL,
\"- rF( oo N IIX 34"W 398.31' 0.10'BG , U/ \,vv"v\,vv���,vwvww p � z g
'�- L FGF So9A g0•S s , �l vvv"vvv"vvv"v z z J
N BUF FT6� ®®® m 0 2a�`r it / O � o
c
, qA @ &;,
Ty \ ® R PROP. NCDOT MEDIAN x• . WATERSHED TABLE(EVENT CENTER/LOT 1 ONLY) z w
co 8"x6"CURB NCDOT 846.01 '''. >Lu a
U / g � TOTAL PROPERTY AREA(AC) 18.25 w
Q 1 \ TOTAL SURFACE WATER AREA(AC) 0.440 Ov
/ STREAM AND WETLAND DELINEATION HAS BEEN COMPLETED BY PROP.WHEEL U� ^/ o
Al
/ / /Q W / TOTAL PROJECT AREA(AC) 17.81 0
PILOT ENVIRONMENTAL INC,DAVID BRAME, PWS,ON 9/5/2024. STOP,TYP. \ `� CART STORAGE 700 SF / U N v o
o STREAM AND WETLANDS ARE SHOWN PER DELINEATION AND /� v � TOTAL AREA w CD, o a
ARE NOT IMPACTED ON THIS PROJECT. /� o \ \ , / TYPE BUA(SF) BUA(AC) BUA(%) (AC) F- o
U / SAFE / o I 0 00
rn
/�Q7� ri DISPERSAL . J / / EXISTING BUA
4u AREA
/ TOTAL EXISTING BUA 20,135 0.46 2.60% 17.81 O
1 385 SF \ PROP.2 BIKE RACK AREA
L L LL LL L LL L L / / / / ' / z
� 1.�-�` �-- / o /V \ ' , / w
1. LL LLL LLL LLL LLL LLL LLL LL LL L` ;r 8qo / 1 EXISTING BUA TO REMAIN 11,200 0.26
L1. �L LLL LL LLL LLL LL LLL LLL LL LL ,• N Ss, � i,• l i
R30' n ' 0.10'g R i ' EXISTING BUA TO BE DRAWN BY: F E
1�)-1'� 1,)- �- \�8 G REMOVED 8,935 0.21
)- LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL LLL 1.L L 86) / , / / CHECKED BY: AC
LL � LLL LL LLL LLL LL LLL LLL LL LLL LLL LLL LLL LLL LLL �-�' � ,
�- LLL LL1.�-CELL LLL LLL�-CELL LLL LLL LLL LLL LL LLL LLL LL LLL LLL / / PROPOSED BUA DATE: 9/5/2024
AVE'.L )-�'�- LLLL LLLL LLL LLLL LL_j
ThEE �L1-�- L1.�- L1.�- 1,1-�- L1.�- 1.�- L�- 1�`.�- / BUILDING-COVERED 7,359 0.17 PROJECT NO.: 07035.001
L LL LLL LL LLL LL LLL LL 77,003 SF LLL LLL LLL LLL LLL LLL LL L 1.86 AC /
L 1,�-�'L � )-)-�' 1-1.)-1�`-1.)-1�1�1-L�-�')-1.)-1�1- -1�1'1- - , i REF. NO.:
L L LL LL LLLLL LL1.L LLL1� LLL L1. L1. LLL L1. LL LL LL LL L , ASPHALT 40,228 0.92
LLLL LLLL 111-1-L �)-L�'��-L1,�- �-L)-�)-1.�-��-1�)'�-L�-1.)-�)-1.�- _�-LD_L1-1.)'�)-����-�� L�' �� / /r i SCALE: 1" = 60'
LL LL � �- LLLL LLLL LLL LLL�LL�-� L�-� L�-�-�LL�-� L�-�- L�-�-�LL�-� L�-� L L TREE SAVE AREA SUMMARY CALCULATIONS
i GRAVEL PARKING 10,005 0.23
LL ��� LLL ��� ��� LLL ��� LLL LLL LLL ��� ��� LLL ��k �0- /
LL LL LL LL LLL LLL LLL LLL LLL LLL LLL LLL LLL L LLL , /
LLL LL LLL LLLL L C�-L LL LLL LLL LLLL LLLL LLL LLLL LLV_ LLL LLLL LLL' 1.L
a, LLLL� L1.�L1. LLLL LLLL LLL��L LL1� LL1� LL1� LL1�L LLL LL1� LLLL LLL LLL L�, tl_ % `�'�� / ' o ''N C A
L1. L1. LL LL LLL _ 1. 1. L �' L L L L L L L � CONCRETE 5,995 A . ..0.10'BG 1. LL 1- L AC �'� L L L L L L L / `L , LL LLL L 1 LL LL NEW DEVELOPMENT: / o , \� TOTAL BUA ,.• "" •.,
1. L LLL LL L L L LL LL 40'SETB Lr� L LL LL LL 1. LL LL 1,
LL LLL�LLLLLLL_LL� Lam;LLL�L �-�LLLLL1'LL� �LLL� LLL TOTAL SITE SIZE(IN SQUARE FEET): 794,970 NEW TREES USED FOR TSA CREDIT: ^ ;\ TOTAL PROPOSED BUA 63,587 1.46 8.2% 17.81
L L L L L L L L L� L L L L L �f L � N � TOTAL BUA 74,787 1.72 9.8% 17.81
a I L LL LLL LOLL LLLLL -Cb 1- LLL LLLL L1,1. L CALL 1, LLJ(-L YES X NO , W -
0.10'g G 1' LL LL L�LLLL LLL LL-C�LLL LL1.L LL1.L LLL��C��-
L LL LLLL LLLLLL LLLLLLLLLLLLVLLL ADDITIONS TO EX.DEVELOPMENT: / 1 053670
I LI. LL1.�LLLL LLL�LL L LLL1. LLL LLL y
NUMBER OF LARGE VARIETY TREES PLANTED:
�� LLLLLL��LL�LL�LL�LL TOTAL LIMITS OF LAND DISTURBANCE(IN SQUARE FEET): 211,018 , o / '��••••;Fiy �F':•' co
O GINS.•
/ L1, LL1.�LLLL LL 0 x 750 SF= N/A , co / ,�
C.
TOTAL SITE AREA EXCLUDED FROM TSA:SQUARE FEET OF PROPOSED R.O.W.s 0 +
a FIP SQUARE FEET OF EX.UTILITY EASEMENTS +SQUARE FEET OF EX. '
0.10'
AG WATER BODIES AND STORMWATER PONDS 0 = 0 TOTAL SQUARE FOOTAGE OF NEW TREES PLANTED
TO SATISFY MINIMUM TSA: 0 USE DETAIL STANDARD DETAIL C-23 FOR SEWER SERVICE SHEET
CONNECTIONS(DEEPER THAN 5 FT). \ / /
MINIMUM TREE SAVE AREA REQUIRED: 10% X 12% METER BOXES AND CLEAN OUTS SHALL BE PLACED WITH NO a°FIP /
TOTAL REQUIRED TSA(IN SQUARE FEET): 25,322 4 1 60 0 60 120 180 240
MORE THAN 30"OF LATERAL SEPARATION BETWEEN THEM 183G _ 4 O F 2 3
TOTAL REQUIRED TREE SAVE AREA(IN SQUARE FEET): TOTAL SITE SIZE OR TOTAL (CENTER TO CENTER SPACING).METER BOXES AND CLEAN
LIMITS OF LAND DISTURBANCE-EXCLUDED AREA x MINIMUM TSA /o)= 25,322 TOTAL PROVIDED TSA(IN SQUARE FEET): 77,003 OUTS SHALL NOT BE PLACED WITHIN A DRIVEWAY OR SCALE: 1" - 60'
SIDEWALK.