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Home My WebLink AboutSW4240906_Plansheet - Grading/Drainage Plan_20240924 L- O m � 7 ,� /_ /y� � \,� \� ��I-i•� �, , /-- % /r'<` ��- �' J1iI J' l , /\ /' \v/ / 1u, I �\� M > N - -�` ,SS----� SS--- - SS--- ��, �- r\ IT � \ ' l'✓ / �� \; _, �, /, / 000 Z V / T+-�•f� \ \ \' - y / ��r-`��r _ _.-12_� j _ \\ \ / i \ �o V _ o \OG-20, / - BR ZONE 2 0 \' \\ ' \' ram, ,_� 'd, y' /T /` , \ _�,p,, �' ,-- -� \-• -/ `' ,/ .,� ``' •�•-� / ` I �\I / -\\ ,'' / f -,.`_ ^� ^./ �-- / / ` / _/ '� I \� /17 M Ln U CV Z Ln 00 3 s= 7 ,�,74 CLASS 1 RIP-RAP APRON U H For", I \ P, /� y/CLASS 1 RIP-RAP APRON �,ni'- F` _ \,� T \ �� / / J 1 I \ I ` \/ '0" 12'Lx9'Wx15"D / SO / ti 21'Lx9'Wx24"D FW \'Fw �� / \� �� 7 - �- ( I / I ( I n �N� 0 r / /' /J1 / F W - F W F �/ flay �' ✓ �✓ !,�- , , I F\N (� /�, It I I J \ N°e / 2 � HW 200 i F �' �..; �'�:l•=� �f- + y / I \ W -� _ I W HW 300 r / NCDOT 838.80 I ��. G l l / RIM=724.40 �� / F INV.OUT=721.21' SE �� r / 1 i / / / \ E1 FW ( )' �I CLASS 1 RIP-RAP APRON INV.OUT=721.41' S I / ( ) ZONE :�'FV�J FW / - \ 1 ' W - FW = 12'x13.25'x24"D / \ / I J i / I // LL / Y�" F - .� `� -/ /� 1 I l l // I / l VICINITY MAP F ' F 20 f -�-�' - / \ r 1"=2000' 64.8 L.F. 15„RCP @2.41% ZONE ' \ SITE DATA: ��_ _� \ FES-100 I I \ \ \\ 4700 FOLLANSBEE RD TOTAL ACREAGE OF COMBINED _ SERENITY HILLS LANE S\ �� -i _� \\ / \ 1 , INV.OUT=728.60'(SE) I / I I �/ CHARLES N GRUBB;SHANNON S GRUBB PARCELS FOR SPECIAL USE: 18.25 AC - - - �� - J \ PROP. PRIVATE DRIVE - - - _ I / i/ I/ I ( \v� 1 \ 930 MEADOWLANDS DR 26'EP-EP - - - \ \ \ S I/ I I �/ \ WINSTON SALEM, NC 27107 ZONING: - TOWNSHIP:BROADBAY EXISTING ZONING: RS20 50'PRIVATE ACCESS \ do � -- � / � r \ &PUBLIC UTILITY ESMT `30 �� W � W - ^ - - � - - �'� \ �17.3 L.F. \ \ PIN:6832-17-0754 \ W _ G__ _ <<---=-- _� - W _ - - -- \ \ 24"RCP / \ D.B.3740 PG 962 DEVELOPMENT STANDARDS: _ \ _<-- --rc_-_ W \ \ I / @ 3.53% l i \ TOTAL AREA: 1.82 ACRES FRONT SETBACK: 30' W �\ / X/ / �' \ SIDE SETBACK: 7'(ONE-SIDE),20'(COMBINED), 4660 FOLLANSBEE RD 20'(STREET) CHARLES N GRUBB;SHANNON S GRUBB REAR SETBACK: 30' 7 0 W W > __->�-- , �64.55 L.F.36"RCP 2.78% / / // / J 1 - \ \ // / 930 MEADOWLANDS DR SPECIAL EVENT SETBACK:40' / b / ( 30-- I v _ SWALE 1 / / _ -!v - // , WINSTON SALEM, NC 27107 MAXIMUM HEIGHT: 40' o 0 0 0 0 0 0 0 0 0 0 0 - HW 201 / \ \ / - - \\ 1 , l i i TOWNSHIP:SOUTHFORK NCDOT 838,80 I \ 1 /_ J I / - - ;' \ / STMH-101 PIN:6832-07-3514 WATERSHED DATA: / 1 /////////(,//////////////////////////////,//./////// /-/i-/�- - ,• oO \I\�\ n \`r\�� `\-%\%�\ n -\\�\c\� \\_�_o\�°-\_^\-o��00_-0>_0 O/0 --/>---�-o-0'J0>'--0_-/ - \--/- Y\\-I I //^\ II \\ 1\ '/INV. INIIIII=7I23.00'I(NW) Ri IM=7\32\.691 \ J D.B.3740 PG 962 WATERSHED:NOT LOCATED IN A WATER YI-302 INV. IN=729.21'(NW) z > J NzJ TOTAL AREA: O RIM=727.69 SWALE 2 INV.OUT=729.44'(S) RIVER BASIN:YADIN PEE-DEEa . MH 301 INV. IN=723.89'(W), - N _ , O FOLLANSBEE RD SOIL TYPES:CoA,SmD&SmF < RIM=729.74 CHARLES N GRUBB;SHANNON S GRUBB LgUU INV. IN=722.97'( ) 930 MEADOWLANDS DR O INV.OUT=722.97'(E) 58.4 L.F.24"-RCP @ 4.38% WINSTON SALEM, NC 27107 J CD V r - -1-1 J� : wLU 10 PIN:6832-07-6693 O w > U Ill<1 I I Ix D.B.3740 PG 692 z \ROP 10'WID ` w S Y •\ TOTAL AREA:7.52 ACRES > o =33.0/.F/15"R/CP @ 2.79/ FES 102 w W U -QL SITE PLAN NOTES: INV. IN=732.00'(N) 7 w < <n \- / "�-I \ \ \ 1. ALL PARCEL AND BOUNDARY LINEWORK SHOWN IS BASED ON DB. a CD o z / r / �« I / I I I I I �I I l v� �! \ 3740 PG.962,AND HAS BEEN ROTATED TO MATCH COUNTY GIS O ❑ < O C6 o I I I I I I I , /\\ \ \\ RIGHT OF WAY. r , � w o Z / 2. THIS MAP DOES NOT MEET G.S 47-30 STANDARDS AND IS NOT FOR ❑ � °' co l / / / / / / / // // 7 O \` `- / \ \ \ \ \ \\ I I // / / / / I� I O I I ( I ( I I I I�j• / \ l /U y \ \ / \ RECORDING OR CONVEYANCE. z 3. THIS PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, Q Z z AGREEMENTS,AND RIGHTS-OF-WAY OF RECORD PRIOR TO THE z J O DATE OF THIS MAP,WHICH WERE NOT VISIBLE OR APPARENT AT o- J // Q w EX.THE/LIFE ^ THE TIME OF INSPECTION. Z \\ 4. THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE z LL O 0 z O I \ \ \� \\ I \ \ \ \\ \ \ I I I / II I I II I \ I \ I I I:�/ /> i� / / ✓ \- INVESTIGATION;THEREFORE,THIS MAP IS SUBJECT TO ANY AND ALL 0 Z U -i v w 7bp - \ \I \ / LI -ram\ \ \ ( \ / I I I I I \ I I IW l l I �\\ \ FACTS AN ACCURATE TITLE INVESTIGATION MAY DISCLOSE. W w � D `9 g Q w ZvU) / // / 760 ��\ \ \ 1 (\ \ -\I\ ( - \ I \ I I I 1 � �'\ \ �. w o - / O _I I / - I \ I I I / / / 1 5. EX.TOPOGRAPHICAL INFORMATION PROVIDED BY NC SPATIAL DATA w (D ❑ _ _ DOWNLOAD. ♦ ^ w < w < LJ Z Z C) \ \ III% / \ / / \ 6. STREAMS SHOWN ON PLAN ARE NOT VERIFIED AND ARE 1 I APPROXIMATE IN LOCATION. w pl'' I I c>I I \ 7. THIS PROPERTY IS LOCATED WITHIN A FLOOD HAZARD ZONE AS U I z Z ; �� i � J/ //\ I INDICATED ON THE FLOOD INSURANCE RATE MAP FIRM MAP O 0 SWALE 4\ \ I I I 1 I ) / / / / NUMBER:3710683200J, REVISED 1/02/2009. O � _ < Q Z U SWALE 5 \I \ I / I \ I', \, I / I \ „ \ I / I / / \ / I \ 8. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST FORSYTH w U [If I I / / / / / / / / -� \ \ - /(I 1I II // // /, /// / // /- - ` - - \\ �\ \ / \ ; \ \\ I\ (\\/\/\\/ \)\I \I I\\I \J / / �-j-/ 'I \• = a Of WINSTON SALEM, NCDEQ&NCDOT STANDARDS AND 60 SPECIFICATIONS, LATEST EDITION. Z I LLJ LU 770 n 9. FINAL LOCATIONS OF ROADS, UTILITIES AND ADDITIONAL FEATURES O ❑ Q \ I I / / / / / / - \ I \ \ \ \ \ 1 1 I \ I / ' \ ' '•'\ 1 I I / / l v \ l / \ PENDING FINAL DESIGN AND CONSTRUCTION DOCUMENT a O O PERMITTING. ^ \ - 10. RESIDENTIAL SEWER SERVICES SHALL NOT BE CONNECTED TO THE O / \ \ \ i \ \ I \ \ j < \ I I / / I I"' ' \ \- CITY CLEAN OUT STACK IN ANY LOCATION OTHER THAN THE STUB / \ \ FOUND AT THE BASE OF THE STACK. „• ', I I y I l // // / l ,l • / J' '�`J!f )� \ \ \\ \ i \\ \\ �° \I\� \\\� \\ 1 \I\\ \ \\ /I / / I I I I I �j-/ I/ \\I\1 1 ,` i / l/ / I/ \ 11. CONTRACTOR SHALL CONTACT ENGINEERING FIELD OFFICE AT / / / / / I \ 'y' ',yam •• / r _ / \ Z21 \ / \ 1 \ 1 I I I 1 ' I J '� ', I'/ I I I I / I / I ( I / / / \ \ / \\ (336)727-2362 TO SET UP PRE-CONSTRUCTION MEETING AND / / / / / / l \' ' •,Y;, y '•,3! - - ` / \ 1 I / I I / I I \ I' I I I I I ( I I, I J /'\ / / /I ✓_ V \ INSPECTIONS 48 HOURS PRIOR TO ANY WORK ON SITE. / / / / / :; ,' �,:••F>' �63 \ \ \KOP EVENT CENTER I I l l J GENERAL NOTES: I' ^ � � I I I I ( � � / ✓ � _/ �/ / I I I / � / / / I \ C V D ,# / , ': �, , AF'PROSC.5,605 SF v' FIFE:772.25 / 1 I I 1 \ 1 \ I / ` I i I / / --\ \ \ 1. CONTRACTOR TO VERIFY DEPTH AND LOCATION OF ALL UTILITIES / �,'• I r \/ / // / / \ PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE / / / / / %•' /MAX HEI HT 4 I i I I \ I 1 / '• I I ' I I / / / L / \ \ / \ \ PROJECT ENGINEER. 0 \ - \ I I I I I I / /EV.TREE LINE / /• �-/ U� I I/ I / \� \ l I I I I 1 2. ALL PRIVATE STREETS ARE CONSIDERED COMMON ELEMENTS. I / OP VA /Y 3. ALL CONSTRUCTION IS TO BE THE CITY OF WINSTON-SALEM/FORSYTH COUNTY, NCDOT&CCUC STANDARDS& I / / .\ '�;,�•• ''.' /\7� - ,:y, ; , /\ \ / \ II I I I I ► \ I / �' I I / / , / / N / / \ / - - I SPECIFICATIONS, LATEST EDITION. \ \ I I \ I I r \ '"' '•'' `., ,' I `� \ \ I I ( I I I I I I I / I I \ I I I I I / / I I m/ /, I I/ \ 4. PROPERTY IS TO BE SERVED BY PUBLIC WATER AND SEWER ALL \ \ I / d',�. • �`•+' ' '«" \ \ I I I / \�4 / I 1 \ \ EX.LINES ARE BASED ON CITY/COUNTY AS BUILT INFORMATION LLI STANDARDS,SUBJECT TO FIELD VERIFICATION. Q a IV/ 5. RESIDENTIAL SEWER SERVICES SHALL NOT BE CONNECTED TO THE z ' FOUND AT THE BASE STACK. z 2 \\ \ I I .,"' t• I "1 \ \ I I I I I \ / / I I / / \ \ 6. CONTRACTOR SHALL CONTACT ENGINEERING FIELD OFFICE AT(336) O 727-2362 TO SET UP PRE-CONSTRUCTION MEETING AND L w \ \ \ I I \ \ pT I ;Y''•',; \ ( I I ( / I I \ / / / , I \ c� / / / 1 \ \ INSPECTIONS 48 HOURS PRIOR TO ANY WORK ON THE SITE. w \ \ \ (\ \ \ I I, \ •,�;• '�, '" �\ \� 1 /� I I I I I � I I I l I I I I I / � �''\,-r� � I I I �" � I �,�/ \ l / \ � ( rLU a / / \\ \6o INFRASTRUCTURE PUBLIC PRIVATE yl WATER: X o m - - - - / / /� It/ / \ \ \ SEWER: z Q a w SWALE 6 "•"�t;, ' \ I I f I I / / / I I \ I I I I ( \ / / / / / / / , - J J / / / / / //\ \ \ 1 STREETS: X DRAWN BY: FEI - - - _ J \ \ `\ \ \\ \\ \ �\\ \\ ��,` `,,' \ \ I I ► III I/ l I I I I I I I \ / / / / / / / / \ ; \ ✓/ / / \ \ \ I\ CHECKED BY: AC LINEAR FEET OF PRIVATE STREETS: 1413 FT DATE: 7/31/2024 PROJECT NO.: 07035.001 LINEAR FEET OF PUBLIC SEWER: 901 FT /' \ \\ \ \ \ \ \ \ \ \ \I \ c'I\ I 1 III I I I / ,\o, / I I I I / l l l I l l / ( � l/ / / / \ \ I / / y / / � 1 I \ \ LINEAR FEET OF PUBLIC WATER: 1,535 FT REF. NO.: of It / I I \ / / / // l l , ,/ \ l / II \ \ SCALE: 1" =40' �- \ � `� 1 III S 6 / I Storm Sewer = I \ I II II I I \ I I II 2D Length (Center to ; 7 36 0 Start Structure End Str ow recton y p Flow Rate y/ /� / , Center) Down co FES-102 STMH-101 24" RCP 4.39% 732.000 729.435 58.4158 Start to End 732.5664 731.4436 8.3003 "'.,�F "..�Q YI-302 MH 301 15" RCP 2.82°% 723.893 722.965 32.9516 Start to End 724.3959 724.1101 3.6876 MH 301 HW 300 15' RCP 1.54 /0 722.965 721.967 64.7825 Start to End 723.5596 722.5619 3.6790 HW 201 HW 200 36" RCP 2.78% 723.000 721.206 64.4697 Start to End 724.8100 723.6162 61.4936 SHEET // // / "\ -J r- \,�_ J / / / \ I \ I I f I / I I I I I I / / 1 I I STMH-101 FES-100 24" RCP 3.51% 729.209 728.604 17.2754 Start to End 729.8086 729.2031 8.2761 40 0 40 80 120 160 8 OF 22 SCALE: 1" =40'