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SW4240502_Plansheet - Grading/Drainage Plan_20240820
SITE DATA OWNER/ 653 HARTMAN ROAD, LLC s�� o DEVELOPER: 3411 HEALY DRIVE, SUITE A �0 U WINSTON SALEM, NC 27103 Z N PHONE:(336)345-1214 ��FF W Z TODDISENHOUR toddisenhour@isenhourhomes.com m 0 ENGINEER: ALLIED DESIGN, INC. < N p U 4720 KESTER MILL ROAD HART"l Ro GUMTREE RE) Q p = 0 WINSTON-SALEM, N.C.27103 PHONE:(336)765-2377 •;• O FAX:(336)760-8886 Z N co 0 STEVE M.CAUSEY, P.E. .(n scausey@allied-engsurv.com Q w 2 W co oo -6 w � Q 'D _ o Z WCOcor— � ' M i-. 2 W W D Co co a SITE J CD U) . N Q z 0 X Q .U � � 0—LL VICINITY MAP 4 NOT TO SCALE FIRM LICENSE C-1891 \ � ♦ \ \ \ I / \ \ \ _ ; o, � - \ � E KEY NOTES - - - - - fM<< A�' '''�� I ♦ \ \ \ \ \ I \ \ \ AO NEW BRICK OR CONCRETE GRATED DROP INLET I ♦ d'cQ� \ \ \ \ \ \ I \ \\\ \ \ WITH CONCRETE COLLAR. NCDOT STANDARD \ \ \ \ \\\ \ \ \ \ WITH NCDOT 840.29 GRATE. 840.27, OR 840.28 I I \ \ \ \ \ \ \ \ \ \\ \ \ \ O NEW CONCRETE FLARED END SECTION. NCDOT C \ \ 38 \ \ \ \ \ \ \ \ STANDARD 310.01. ♦ \ 39,163 SF \ \ \ \ \ \\\ \ \ — / I ♦ I \ 37 \ \ \ 36 \ \\ \ \ — \ \ / \ ® 39,464 SF \ 39,363 SF 39,264 SF I \ II \ \ \ l 46,87 SF 39,0�4 SF \ \ 1 \39,6�4 SF \ \\ \\ \ — \ STORM SYSTEM 100 SHALL BE Q I z z \ \ \ I I o / I \ \ CLASS III RCP. STORM SYSTEM 500 J FH M \ I �`D / / l I I I I \ \ _ \ SHALL BE CLASS IV RCP. 0 O ♦ \ \ \ \ \ / 35 — (n U � \ \ I— 42 874 SF I — J Q \ PP — \ \ \ I \ \moo B 3 /- -- - o ¢O I � � \ \ \ \ \ \ o 2, �I \ 47,s054 SF ��/©- — Z) � z Z \ \ I \ \ \ \ \ \ \ \ I \ �Cn \ \ \ / / / 51,�?l38 S j U� z 884 — — 'UTILI \ A 103\ D \ \ a Q I\ \ C \ MT DRI �► \ \ \ \ \\ Q O I — aso — — — — - - - - - - (50' PUBLICR/ � — 2 Co U a — 870 — �\ \ \\ — — — C7 Cfl Z \ — CD (n — - - — %101 C V � \ Q 88� a06 — TL — — _ I � TP PPV A 104 � 860 _ 10 1 70, \ o Q — �o T\/<�T a' N _ - CO 107 q \ \ O m / O I 1 ♦ Z 1 / J 25,564 SF 10,s\ m w w Y bi 22,474 SF 25,791 SF ' O \ l �T/��T o Q w ♦ - / 21,454 SF 21I240 SF gO yFs N p T p I X _ MT 24,339 SF ME x � � � W w � I - / / I I \ U I PIPE OUTLET o I I I I QC10 STABILIZATION w W (OUTLET 100) w a / ■ ■ / I I C0 Cq PIPE DIAMETER=18" � zo ■ ■ ■ ■ W \ LENGTH APRON=10' Z w Z o / ■ ■ w I I I WIDTH APRON=11.5' 0 o 0 _� I m`° I dmax=0.5' Q o APRON THICKNESS=07 z O z o 0 co I I \ NCDOT RIPRAP CLASS=Ao w o z i U W I 1 I 1 Q \ ui PIPE OUTLET a z o STABILIZATION az o a- w I / /5 a am J f ` i30,274 F (OUTLET 500) 0 w o PIPE DIAMETER=18" L LuLup LENGTH APRON=10' CO \ \ 0 0 ,� I SWIDTH APRON=11.5' \21,812 SF 23,335 SF _Z i dmax=0.6' rn 0 0 2y,594 SF \ (n 1 I I 27,081 SF \ APRON THICKNESS=0.9' 0 0 0 o \ I / I I �\ NCDOT RIPRAP CLASS=B o ,N ,N 00 C1400 24,989 S� \ / \ ! o I \ \ If \ I Co I \ SITE FINAL �„/V T- ■ \ \ GRADING PLAN 6"W/L W W W (NORTH) _ 501 B \ / � FH R/� ( Midpl_DriveW W W W �— W — W , W B 500 O PP ■ ■ \ \ l �� W GRAPHIC SCALE SHEET / I I S R\1560 — I I (60' Pu lic R/W) / / X — \ 50 0 25 50 100 200 C3 . 1 / Ink/ J / � � � J � / / r�d�-D� � > —�o. 60' 1562 � / � 9oc, 1 inch IN FEET 50 ) ft. ublic R/W