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Home My WebLink About20080162 Ver 1_Site Plan_20080313• U 1160 1160: N �► NCGS BILBO " NAD 83 I - c r a 413635.71 . n . i F ct 0.9999303. •• . Comb bins v or= :..., ._ . ;,. .:�.. :�.: �.: _ t _ • 1155 1155 . ' r i- r r / _.- .....+ ✓rte. 4 CM P ,r /Man We 2 ti { S �. 1150 1150, 6 3 : ,- 41.4 - r < ...... , lr rlJwr 4.r . ry .,.t,. -Jp . , •rJw 1 X .-• � \ • S is a • ,. - . T . � 6 .. y 2 . /v/1) s�� _-.� �- � _ - � 1145 - � � 1145 ' • ,./ . / -mow .-._ .,. / tS / ! f-. f i � ..'y ; i s i +''.,r•!r"'+ �, } 4 � EXISTING J ... a�, a9 ,.•.�• ./, ' . •rr` .. , ,�- � GRADE CO , , O SPECIES PLANTING .PATTERN PLANTING DATES � .. -•--, .a' � ' �7 , ,,,,:.rte. , _.,.- f. <... _ ..• ..,_._...... .,y, .. , ....._ , . 7_. . . -fr .� ,,�' ^ ,� � ,„.. •. :. . March-June J � . � SPRING BOX H y , ,.' .,. .;� i- •' .� I.r .-'r ..,,~ .,. ,. ,• _ ;r .'' . 2 q • ate .,� f} . a,_,• . , . ;� � .� . 5 _ _: � � Acres) Leeraia oryzoid ea 24 O .0 . 140.- O.C. , SE Juncua a ffu sus 24 March June STD. 840.41 -June e Ju n cua coriaceu a 24 O.C. Marc h � .. .�.: ..� March Jun' une Sci us validua 24 O . . C 2.8 4 • _ - • � � • r � f /J /r /red. 1 / ^ {S +• r ? _ A °' ✓ r• J i � - . �rr,r!' .r. - .+." \ \ � ,j ` ° ..' ' , - ✓.• _ ? r ' 'r S _ _ _'r, a t t ? '. _ � •f.yi ,,rr / •...- :. .• J.�- .M `�. � PANT SPACING FOR SPECIES LISTED IS TO BE RANDOM .- ,- , . • 1 , ,.,� - � j � g ,.f ,.,r •.,- � � �. . �, �� . � i i ' --•-1 �. � ' . � , • -• \ ,4\ � ti � \ � , . . \. ` _. , - r � C EN TE C N TU R LIS TIC AND I N A R E G REGULAR G RI D PA TTER N 0 N NG IS TO BE AN AVERAGE SPACING DIMENSION. t _ ... i ..... . :..... t,.. ,. ��•+ � . . _ ....'•- 1135 SPACI 1135 0 Fence cOPTsf Ex. NCOOT R Disk ..•i; � 's •. O QJ r' < ' . , � .,• , - ,- ; - .. - _. ,. _.. =:Jw.. EXISTING , . ::..... �. � SHELF. P ANTING NOTES : TI VE L VEGETA � - ,.. 18 CMP � '�� SUBGRADE f • 1''" � � ti \ ` r � { r . fir--- : y t ; 9 ` i 2 ' � tit . t ` O OF 8 C 0 420 l.F .. .... :. -, DIN - } TO B INSTALLED � -� ;• 1130 a - 1130 , to '� n • =., '�. XISTING STREAM BED C � � � � � � .[ _ �s a►� SCALE. NOT TO SCALE . � .0 t � s . r Q tt \` t3 , - / , - .� t - • // : �� 1 t�- � MIN 6" OF � '.. INSTALL I L �� w _ • - - -..• ., � ••. •, 4: / N0.57 STONE ':Y. .:{ t IN V. 0.3 BELOW h � � � t ; ♦ .,. = . ,_ � . '•� '. " <v EXPANDED METAL ALUMINUM OR . is .�.. ,S: �.: •. •, : -A .: � 1125 EXISTING GRADE r.r _ HOT GIPPED GALVA IZED) G G � i. r 1125 NCD T Property !� � ; � � =: � � ♦•� -.. �, •- � \ .- : - EXTEND 1 -0 BELOW TOP OF SPILLWAY 722 588 � � � �. � \ , l . � r CONNECT WITH STAINLESS STEEL = � \ � ♦ '� �t .1.�'' '�� `.� : ' HAR WAR OR APPROVED EQUAL . ` -r• i , � � , • ` }ti � j - \ Vii- fr • / »•V 0'. `�� ` �, \\ ' •♦ � 1, ` � , � l � � � l�� r` j , • O HORIZONTAL SCr4LE n sa 1,- • - .r � VERTICAL SCALE. 1 .5 31d r' r ,_ . � � � i c� -� � , . � , � •, , - y�t� � � TOP OF RISER :�T o 0 8002 $ *52012"W , � 1. • •. , ,� 3 1 tit ,y •l , ' t � � ,4 t � ` ,* , r. _ N VALVE STEM SHALL BE Q ti, , _ , STANDARD N T TR TORE CON ECTED 0 S UC , 11 32.34 � A CONSTRUCTED TO A LOW r ,r r�`� O� `� � �• � '` � � � i � � , ` f ' MANHOLE STEPS I ' A TRASH RACK SH LL BE l " WITH ST INLESS STEEL A AN MAN PASSAGE TO � LOCKABLE HINGED ACCESS D 16 MAX. SPACING I � i.,..�.- � ; ; t �, BRACKETS MIN. OF 6 � � l �� '� � �' � � OPERATE INSPECT VALVES y �, 5 ,y - � �� \ '� • << ,� � -• I AND HARDWARE ' � ---� Nancy York Property NE SHALL ;� � - O� � 1 ., � � � t � � . Na y P Y PROPERTY LINE � r - ` � \ .� � ., -' � r' 2" WATER i 633-276 SERVE AS THE .. QUALITY ORIFICE 70-67. a DELINEATED DRAINAGE S� l � �` rr V. = 1131.00 \ \ \ ro , <v ELEV. �.,.. ASI N TYP. I V �. f � � I FLEXIBLE CONNECTION w fr � � 4 � BOOT TYPE USE STAINLESS STEEL HARDWARE - , 8 GATE VALVE SERIES 2500,. ,y0 AND COMPLY WITH ASTM C923 _ •'_'•� Z rvl P OPO - _ � CLASS 1 RIP RAP � o� 250 PSI RESILIENT WEDGE GATE : ~• / f_fT f -r (4..86. Acres) o ,. � -- ,.� t DRAINAGE' � \, � OUTLET PROTECTION VALVE- OR APPROVED EQUAL) \ C EASEMENT � � \ � ,,s ►� _ _ .- - � �, < - -- • �`�, , W =6.5 � o #5 DOWEL BAR MIN. OF 12 VALVE SHALL BE CONNECTED TO � ~:. - o ,r;. � , ..-- -� �:--- f�,. ..� - •�• � B • ND �� •� ` � : �s `'. _ Q EVENLY SPACED TO INSURE � I - R WITH STAINLESS l 12 STRUCTU E '' � Q � >. _ .. . _ <v CONNECTION TO I T -26 � - _ STEEL HARDWARE - , i • f � AN T- FLOTATION FOUNDATION I i f (OR APPROVED EQUAL) � I � - • I 1 - r r �. • • • 1 � � : '� � SEE DETAIL 3/C..0 EMERGENC�' . � , - � N -. . _... ,__ __. _...... - ,>� - • • SPILLWAY � � � _..... _.. _.. .._ r` � � ••• CLASS A, .. _ •• r � '� UNNAMED STORMWATER POND .• � ., •. RIPR P � �. r • � •. I � � � 1 TRIBUTARY OF //; _ � r - SEE DETAIL 2/C.10 �' ,� •\ •�; OUTLET STRUCTURE ALL 6 .� ANCHORED TO CONCRETE IL • j , // r'' / •.. r' , � � '• � � 'j � .. \ �. . - / " ANTI- FLOTATION FOUNDATION � ".. v` BAY TO BE 2.5 � i / � �; � � ; ` � 5/8 SQUARE ALUMINUM BAR Q FORE � • WITH .•�' .••'• � � � - ,, � ! � �oc is I � � MIN. 6 7 WASHED TONE ON MAX. 6 SPACING BETWEEN BARS �-- ..� FT IN DEPTH i , f � � � / f �5 S :1 SIDE SLOPES � •'' / � � � � . � � � � 1 c� 30 MAX 2 ,� � ; � ''•.• .. � � \ � � N WOVEN STABILIZATION FABRIC C� fr � � •r�r •• / / / % f \ ~•••.•.3.• •• •� j � VEGETATIVE 6 -0 - _ .. - _ . '•'f.,' •••• / , 1•' ` r • :::� �;�: :.� - ,1..__ � . � ,` TRIP _ ° . ;.. , ;- � •''•.• �, :_ �` � FILTER S COMPACTED SUBGRADE SHALL BE ALUMINUM SHOP FABRICATED TRASH RACK (OR ,r< �,� . • - � :. SIDE MINIMUM O APPROVED EQUAL CONNECT TO CONCRETE F 959 STANDARD PROCTOR STRUCTURE WITH STAINLESS STEEL HARDWARE ' f LASS RIP -RAP MAXIMUM DRY DENSITY ASTM D -698 2 � •' � _ -''• '�� • � � B � � _ `-\ � '• � � - � I OUTLET PROTECTION a ' / w r rj W =4 �• :=• �• � �� .• � ' � <� � � � r � TRASH RACK 11b LF -�', � '•� � � � o '- it FOREBAY � � - � 1 5 RCP T =18 ER RIS BERM o Q EL. 1032 ,, � ,� � � �_ r; : •. � �'` � �.1�2� '-�. � ��`'.�� ° � EE DETAIL /C.1.0 r , .:. S w (CLASS BRIP -RAP) ' - � OUTLET STRUCTURE `- r r ' � � � ET L 3 w � ,, r SEE DETAIL 1/0.1.0 f' �-� �;.t. -t ;- ��f��' � 1 � 10 F? VEGETATED LF � h'-�. ' ^,�`,:' � col . � - - --• .- / � � SCALE: NOT TO SCALE .O � ? ON ALL SIDES OF MAIN � r�'r � ••., : • .••' POND (10.1 SLOPE) � � � ac M cMP � ♦ TAI C .0 f � - , � . ••..%•.. SEE; DE / , , ,� i� � �� V - • DEPRESS BERM L. , � �r`� �;� ff EMBANKMENT , •_ r, f•.;. t +, �/ TOP DAM ELEV: 1134.50 PLACE RIP -RAP AROUND Donna Huffman Property •��, �' TO 1031. FOR FLOW :J t - - _ 'ENTRANCE ; rf f�J �`f �' .. • • PIPE AS DIRECTED BY .722 315 ENTRA CE � .{, j, f r . EM SPILLWAY ELEV: 1133.50 � • . • 1.14' FREEBOARD 100 YR FLOOD ELEV: 1133.36 THE ENGINEER •. • - .. TOP OF DAM , - � I • sp. '• � ' �� TRASH RACK +�► S>> .................. III- ado � _ 1 . 1=1 SEE DETAIL 3:1 SIDE _____II I I. 4 C ) .,. 1133.00 NOTES SLOPE MAX - RISER ELEV. • III III I I . " " - - - - - - do 1. L IS LENGTH OF RIP 48 X 48 PROPOSE � III -I I � � CONCRETE RISER 10 YR STORM ELEV:. 1132.84 RAP APRON. W IS THE SHEET N0. - - -" --III I I I�i I h-i 11 -. MAINTANENCE _ (SEE DETAIL) A A WIDTH OF THE RIP RAP ACCE S P NT I C I III III APRON.. WATER QUALITY ELEV. 1131.0 PERMANENT POOL - -- - - w C. 1.0 98 x85 2. SEE PLAN FOR DIMENSIONS AND MATERIALS_ TO BE USED. _ N 11 7. 0 3. FILLER FABRIC SHOULD � 5 PERMANENT SEDIMENT STORAGE 2 0 p Q ... .. BE INSTALLED BETWEEN RIP 0 co � V: 11 0.00 110 LF 15" RCP PRINCIPAL SPILLWAY BARREL ®5.09 • ' • BO•TTOM ELEV:' 1125.•50.' '• RAP AND SOIL FOUNDATION. N OUTLET ELE 2 • Robert E. Ashley Property 4) � o � � 720-537, �. ; . L INV ELEV: 1125.50 , • ^ (�? _ 2 RIP RAP OUTLET 41X49X6" - CONCRETE • PROTECTION � DRAIN DIAPHRAGM STORMWATER N - � DRAIN FILTER 2:1 SLOPE O KI fN T V lv BEFORE YOU DIG! • 1. ACCUMULATED SEDIMENT SHALL BE REMOVED AT THE END OF CONSTRUCTION. NC ONE CALL REMOVED SEDIMENT SHALL BE DEPOSITED IN A SUITABLE AREA. POND MUST BE (TOLL FREE STABILIZED WITHIN 14 DAYS AFTER THE COMPLETION OF CONSTRUCTION. NCGS "ROSCOE" NAD 83 N =261965.935M E =413264.472M Combine Factor =0.99992( SCALE: 1" = 50' 50 O.. 50 SCALE OF MAP MAY BE REDUCED DUE TO.METHODS OF REPRODUCTION. BM E!ay.= 1154.33' SITE PLAN SCALE.- 1 "6•50' 2. THE CUT AND FILL SLOPES SHALL BE 3H: IV OR FLATTER. 3. PROVIDE DRAIN TO COMPLETELY EMPTY BASIN FOR MAINTENANCE. 4. RISER SHALL HAVE TRASH RACK, ANTI - FLOTATION, AND ANTI - VORTEX DEVICES. 5. DRAINAGE PIPE BARREL SHALL BE RCP PIPE ONLY. 6. NO TREES, SHRUBS AND VEGETATIVE PLANTS TO BE PLANTED ON DAM EMBANKMENT. STORMWATER POND DETAIL, SPILLWAY WIDTH SPILLWAY SIDE SLOP SA READ. SA PROVIDED. VOLUME READ. VOLUME PROVIDED 10' 3:1 10.425 SF 10,455 SF 24,100 CF 24,695 CF BASIN DIMENSIONS: FILTER BLANKET MtRAFl 500X FILTER FABRIC OR • TOTAL 110'x150' APPROVED EQUAL FOREBAY 40 x110 Section A - A �&,&BASIN 110 x110 _.•`�� : �•._��'•._