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HomeMy WebLinkAbout3.0 C2.1 Site Grading and Drainage Plan 2020.08.19 I - g' gW eW . 9 g W g'W . gW g g gw-g Sg g..gs g'Sg g.gg g sg cn e'Sg — --g'� 8•SS 8'SS e'Sg g'S5 g..Ss LOXLEY DRIVE g'gg - g I Sheet 4 of 5 E —k11 o,S� o, I m W 55.1 x ----- y —�— — -------- — -- ---- 3 ' y� t m o j 3 159 cF O� ti�F y1 c Mp J NP Fy��J s.. —,sl s o v Iv F F cF wcF I; C m H Scale In Feet 20 0 20 C PHASE 5 DUPLEX PHASE 4 DUPLEX m 5 F.F. =4736.45 6 0 6 F.F.=4736.86 PHASE 3 DUPLEX PHASE 2 DUPLEX a F.F.=4736.09 F.F.=4734.95 PHASE 1 DUPLEX - W Scale In Meters F.F. =4734.03 Contour Intervals: f Foot I o 55.4 cm ^_� 'n 6a v� .36)SW ^ n n� �a '4a 55.43) 6)SW 7 c I N T g s A 'w a w ''• 55.6 , m ss..nS — — K — — 8,w w — INSTALL 12"X 6"STORM g• I 5ss.ro TBC/ e'ss—�—gsg 1 a�i g..ss e'ss g•ss g..s F3,i r� �E PER DETAIL 7/C3 � O ss z NC/^/ O I GARAG e � I v' PHASE 9 DUPLEX " W F.F. =4737.21 i -� S - T I o I 0 (56.42 y, " � Ly ��D ° ly mJ F� Z�'J�\ " GARAG '.L (5 49 TB Siy y JJ yy. l 7 TBC m . Z 55.8 J I I m I Mom, 37' s37' rvrvoo 3�4'o J I 0.3 / PHASE 8 DUPLEX PHASE 7 DUPLEX F.F. =4736.18 PHASE 6 DUPLEX / 56.0 Ilk, JJs a"g� F.F. =4735.09 F.F.=4734.02 _ PROPOSED REfENT10N POND 1 1 TOP ELEE �473473 w R QUIR ELEV.=4730.52 REQUIRED VOL= 1,227 CF _ PHASE 8 DUPLEX 6 L `y,�4 L L PROVIDED VOL= 1,346 CF F.F. = 4737.68 4, %� % F / / 4H:iV MAX SIDE SLOPES �- (56.89 ' GARAG G DE BREA (55.59)S 9) _--- 54.56.3 I O F— —�, 5541)S �� � — —�l Cn g..w 0 w g w 1rTt 11 AWl 0 8'W /off b " g'•W B..w B W r l n e"W 0"W -SS B..W, g..w g•W� e"W .. g..W 8" g..W B•.W 8 W dcs—8-55S Q� r-1 O K U �—" W n LAUREL PARKWAY � —rt- NJ w� N w� = w� IIII}— w� �j U m C wA — wi W W VIAWd Wi W3 Wj 15"S ,s"sEr—�s"eFr-15••s 1s"s W� � \ — FM FM _ I / 1 SITE GRADING AND DRAINAGE PLAN C2.1 SCALE:1"=20' Issue Date: 081012020 C2ml #190065