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HomeMy WebLinkAbout20161069 Ver 2_C505 12-21-18_20190108M 0 N Q O U 0 J O U E C6 M o� rn 0 N C 0 c Lo 0 U m z W U 0 O Cn 0 0 c� U 1 N.T.S. 822 • 812 • iii 2 N.T.S. ids Wet Pond Easement 1000 1 - N01006'114 E 224.96 2 - N21 26 52 E 97.23'_ °Wet Pond Easement 5 ' 3 - N 14 10 54 W 165.65 r� - \ Q) - 2 7 F \ 6 98 S \ 4 N80 43 02 E 104.44 \ \ 5 - S090 17 04n E 485.38' � \ 6 - S800 42 58n W 129.40' 1 \ 7 N88 53 46 W 51.46 � \ � Emergency Spillway 7Q \ (P\ \ o Access Easement / �� $1$- +++++++++++++ + \ \ \ + + + �+ �+ �+ +y + + + + \ moi' + 1 - S56054'52"E 10.00' - �� - + ++++'++� 2 - N35053'00"W 111.85' t r—� . T + +'++++yam \ \ 3 - N01 006'46"E 52.76' 20 +++++++++++ -�+ + + + + + + + 4S885355E55.22 +++++ +\ \ \ 14 ++ N \ \ 5 - SO °06'14"W 10.00' �1 $ // + + + ,� Cr (o N \ 6 N88 53 46 W 42.76 14 - a + 00 + +� CO CO \ \ 7 S01006'114 W 50.23 ( / // \ + + � Z� g 8 8 - S35053'00"E 109.00' \ �/ / \ \ ` +++++ �+ Oe 6' wide Vegetated _ 5 \ --Shelf (3,200 SF) � 0£g O N\ B44_ 7 c9., 3 10 Access Easement I (Approx. 2,150 SF) 1 � Wet Pond Landscape & Easement Plan Forebay Wet Pond Schematic Cross Section Top Temporary Pool Elev. 819.0 Emergency Spillway Elev. 819.0 6' Aquatic Bench 6:1 Top Permanent Pool Elev. 816.0 1' Bottom Permanent Pool Elev. 810.0 * See C201 and C502 for Outlet Structure and Outlet Pipe information �8_1___� 8 � ,2 $3(o Top of berm elev. = 820.0 3 1 NOTE: 1. La IS THE LENGTH OF THE RIPRAP APRON. 2. D = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". 3. IN A WELL—DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. Weir crest Elev. = 819.0 20' Landscape Notes 1 - The dam structure, including front and back of embankment slopes, of the pond shall be vegetated with non -clumping fescue. Trees and woody shrubs shall not be allowed. 2 - The Vegetated shelf shall be planted with a minimum of three diverse species of herbaceous, native vegetation at a minimum density of 50 plants per 200 SF of shelf area (3,200/200 = 16*50 = 800 plants). Use equal parts Joe-Pye Weed, Swamp Milkweed and White Turtlehead. 3 - Trees and Shrubs may be planted outside of the embankment slopes and can serve to shade the wet pond, along the south, east and west sides. Install North American Green C-350 erosion control blanket from edge of basin spillway to rip -rap at outlet headwall for entire width of spillway as indicated. Follow manufacturers installation _ 2' instructions. Emergency Spillway Topsoil & seed prior to installing erosion control blanket Bury end 1' deep f PIPE D0 3Do L La W D RIPRAP dao SIZE RIPRAP MAX. SIZE OS1 to HW1 18" 4.5' 18' 23' 1.5' 9" 11.5" Plan Section A -A Rip -Rap Outlet Protection APPROVED BY PURCHASER / TENANT APPROVED BY DEVELOPER / SELLER C 0 .Ln 0 a> 0 0 z co 4_0 > U 0 Q0 CNI Q0 M M co U LU U)U) oLu U_ z J z U H zw U J 0c) > N x� 0 1,- Z (Y o 00 o � a Cnco 0 QU) oz -50 >� 0 C: C) J M CARS � SEAL �. 03017 1 9AK5; Drawn By CDB Checked EJB Approved EJB .lob No. 217045 N.T.S. Scale 12-21-18 Date O U) U U O m 0) z .Q � 0 = O VJ N o_ 0 .Ln 0 a> 0 0 z co 4_0 > U 0 Q0 CNI Q0 M M co U LU U)U) oLu U_ z J z U H zw U J 0c) > N x� 0 1,- Z (Y o 00 o � a Cnco 0 QU) oz -50 >� 0 C: C) J M CARS � SEAL �. 03017 1 9AK5; Drawn By CDB Checked EJB Approved EJB .lob No. 217045 N.T.S. Scale 12-21-18 Date DATE DATE C505 Sheet No.