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HomeMy WebLinkAbout98-09, rev. 11-14-07 Oversized Plans6.82 1 RELEASE FOR PERMITS 2 NCDENR COMMENTS 3 NCDENR COMMENTS NO. DESCRIPTION JKA 1/15/07 JKA 8122107 JKA 11/14/07 BY DATE i 1`���e�cutttt»ts \ 16LF 18' RCP 0 � \ (1) FES ENLARGED VIEW - STORMWATER RETENTION POND 2 SCALE 1 "=30' C TO AI7 C` nA00 / / nn- �DRED IL-------------------------� I I - I I I I I o I I I I I I I L------- I I I I I I I I I I ---J I I I � ------------------------- BASIN BENCHMARK = 6.50' TOP OF STRUCTURE TOP OF RISER/CREST = A / TOP OF WEIR = B 30" CMP RISE INVERT ORIFICE = C (PERMENANT POOL ELEV) TnD nF r'nNnRFTF = n / .p 'U IA ` d d n d d d A 4 a da d .da o_0 a a vd a o PROVIDE FIRM AND STABLE SUPPORTING AREA FOR RISER AND CONCRETE ANCHORAGE 5' SQUARE IS7M.n1 TRASH SCREEN #5 REBAR @ 4" O.C. E.W. 3" WIDE x 1/4" THICK METAL STRAPS 24" O.C. ANCHORED IN CONCRETE 12" MIN. 1' (TYPICAL OF 4) 6" DIA. INLET PIPE CONTINUOUSLY WELDED TO RISER . INLET PIPE = E HARDWARE CLOTH AND - STAINLESS STEEL STRAP 11 ANCHOR 30" CMP RISER IN CONCRETE SLAB. PLACE CONCRETE INSIDE OF RISER TO ELEVATION D 1 OUTLET STRUCTURE C9 C9 NOT TO SCALE 3 1 F- a t p p p a p � Q p - 24" CMP OUTLET PIPE LF 24" CMP OUTLET PIPE l' o PORTABLE PUMP TO BE USED, TO EMPTY POND FOR MAINTENANCE ACTIVITIES / i PROVIDE PLANTINGS SPECIFIED AROUND FULL POND PERIMETER (10 FOOT STRIP) LEGEND S SEWER LINE W WATER LINE RCP REINFORCED CONCRETE PIPE D RCP +27 O PROPOSED SPOT ELEVATION (GRADE EVENLY BETWEEN SPOT ELEVATIONS) SILT FENCE 0 SEDIMENT TRAP L 0 C9 C16 `� j DROP INLET C9 Cl6 C9 C16 OUTLET PROTECTION H N VALVE & VALVE BOX A C9 C16 C9 C17 SCOUR HOLE I O PERMANENT 2' BLOWOFGC91 C9 C1 CHECK DAM 1" WATER SERVICE C C9 C17 C9 C16 NOTES: 1. SEE DETAILS A, B & E, SHEET C16 FOR TYPICAL ROAD DETAILS. 2. SEE DETAIL C, SHEET C16 FOR NEW PAVEMENT SECTION. 3. SEE DETAIL D, SHEET C16 FOR SIDEWALK CONSTRUCTION. 4. REVEGETATE ALL DISTURBED AREAS IN ACCORDANCE WITH THE PROJECT VEGETATION PLAN, SEE DETAIL M, SHEET C16. 5. SEE DETAIL H, SHEET C17 FOR TYPICAL TRENCH SECTION. h'Y� FIRE HYDRANT D C9 C17 1" SEWER SERVICE F C9 C17 THRUST BLOCK E \ PRECAST MANHOLE C C9 C17 C9 C17 DRAINAGE STRUCTURE SUMMARY ' jSj STATION RIM INVERT REMARKS 1 2+00 13.5 11.4 CURB INLET I 2 2+00 13.5 11.2 CURB INLET 3 0+53.61 12.9 10.7 CURB INLET 4 0+53.61 12.9 10.5 CURB INLET 5 7+80.75 13.0 10.0 CURB INLET 6 7+80.75 13.0 9.8 CURB INLET 7 5+50 14.0 11.2 CURB INLET 8 5+50 14.0 11.0 CURB INLET 9 - 14.5 9.1 DROP INLET 10 - 14.5 8.2 DROP INLET 11 - 14.0 9.6 DROP INLET 12 - 14.0 8.4 DROP INLET 13 4+81.91 8.6 5.3 CURB INLET 14 4+81.91 8.6 5.1 CURB INLET 15 8+30 5.8 5.0 CURB INLET 16 8+30 5.8 6.0 6.0 4.8 1 CURB INLET 17 1+53.70 4.3 CURB INLET 18 1+53.70 4.1 CURB INLET revisions SURFACE AREA @ PERMANENT POOL = 21,031 SF � ELEVATION=4.5' SURFACE AREA @TEMPORARY POOL = 25,203 SF SAFETY LEDGE SAFETY LEDGE ELEVATION=4.5' TEMPORARY POOL ELEVATION = 5.1' ELEVATION=3.5' S �\ _ _ ELEVATION=3_5' _ _ 1 1 - - - - - -ELEVATION=3.0' - - - PERMANENT POOL ELEVATION = 4.0 - 3 0 J 3 1 � FOREBAY ELEVATION= -4.0' 1 1 10 10' 2 2 � POND BOTTOM ELEVATION= -4.0' � 1 2 2 To' - PROVIDE 4.5' DIA. ANTI -SEEP COLLARS CONTINUOUSLY WELDED TO BARREL @ 20' O.C. If 3' WIDE x 18" THICK CONCRETE ANCHORAGE FOR PIPE SECTION OUTLET STRUCTURE ELEVATION CHART A B C D E E ORIFICE (0) POND 2 6. 5' 5.1 ' 4. 0' ` . 0' 3. 0' 1. 0' 2. 5" PERIMETER SHELF PLANTING LIST SCIENTIFIC NAME COMMON NAME SIZE IRIS VIRGINICA BLUE FLAG IRIS LARGE PLUG PELTANDRA VIRGINICA ARROW ARUM LARGE PLUG SAGITTARIA LANCIFOLIA BULLTONGUE LARGE PLUG SAGITTARIA LATIFOLIA DUCK POTATO LARGE PLUG SPARGANIUM AMERICANUM BUR-REOD LARGE PLUG ZIZANIOPSIS MILIACEA WATER MILLET LARGE PLUG PROVIDE A MINIMUM OF 3 OF THE ABOVE LISTED SPECIES IN EQUAL NUMBERS. INSTALL PLANTS AT 18" OC IN ALL DIRECTIONS. DISTRIBUTE SPECIES EVENLY REFERENCE: COASTAL PLAIN CONSERVATION NURSERY, INC. 3067 COMMERCE DRIVE EDENTON, NC 27932 (252) 482-5707 STORMWATER DETENTION POND CROSS-SECTION NOT TO SCALE wN F y4 p n cc � Q CD E, O Q 0 Ew i 12, C ( u Q Ln co ® 00 O Q0 Q I J O Q0 � N O Ln LiJ _ rT, � k O X rT� z Q E Z 00 0 W LLJ O m O � W r�) r , W Z t0 C (-D N L N ow z m o o � n C\? O 0 O W 06033.DWG