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HomeMy WebLinkAbout20150234 Ver 1_Site Plan_20150302 (3)TOP OF DAM -284 WET POND #2 BOTTOM EL- 276.00 NORMAL POOL- 280.50 � TOP OF DAM- 284.00 F� 8 -� EMERGENCY SPILLWAY CROSS- SECTION TREATMENT VOLUME ELEVATION - - - - - - - - - 10 YR. STORM ELEV- 283.00 u?. 10' NORMAL POOL- 280.50 PLACE 4" OF TOPSOIL FOREBAY ~ FOREBAY DIVIDER ON PLANTED SHELF 1' SEDIMENT STORAGE- 275.00 1 CLAY LI 1' FREEBOARD A `#57 STONE TOPPED BY CLASS B RIP -RAP RETENTION POND CR06S- SECTION NOT TO SCALE I I I I X96 I S n \ \� 2 \ , F\ EBAY \ V A `v ri d ,X = \ \ 276 \ OS4 ti\ `ti cm M =� 277 \ 00 277 \ ti CO - / CU 0 \ 279 k -� 279 " °ry .Y` k co x k -� Cu k k k ;f k k k k k k k k k k k k k k k k k k k k k k k rl 282 20 GO 284 E �11E,,��G NCY 284 SPILL AY /� \ 282 283 28 27 280 9 'ONES' N TOP DAM - 284.00 ,z--EMERGENCY OVERFLOW- 282.50 1 TOP SHELF 0.5' ABOVE N.P.- 281.00 BOTTOM SHELF 0.5' BELOW N.P.- 260.00 PLACE 4" OF TOPSOIL ON PLANTED SHELF BOTTOM OF POND- 276.00 GATE VALV AND POND VELOCfTY REDUCTION PADS DRAIN, SIZE OUTLET # PIPE SIZE (IN.) ROCK SIZE (IN.) ZONE ROCK CLASS LENGTH L (FT.) WIDTH W (FT.) DEPTH (IN.) VELOCITY V10 OS2 30 8 2 B 15 7.5 24 7.50 33 1 30 1 17 1 2 1 B 1 15 7.5 24 10.90 OUTLET STRUCTURE GENERAL NOTES 1. OUTLET STRUCTURE ELEVATIONS SHOWN ON THE DETAILS ON THIS SHEET ARE CRITICAL AND MUST BE WITHIN 0.02' OF THAT SHOWN. IF OUTLET STRUCTURES ARE PRE -CAST OFF -SITE, THE HOLE FOR THE OUTLET PIPE SHALL BE ENLARGED TO ALLOW UP TO 0.3' OF VERTICAL MOVEMENT. WHEN INSTALLED, THE EXCESS OPENING SHALL BE FILLED WITH GROUT. 2. THE OUTLET STRUCTURE SHALL HAVE A TRASH RACK COVERING THE OPENINGS. SUCH TRASH RACK SHALL BE 6" OUT FROM THE OPENING AND SHALL HAVE A MAXIMUM OPENING OF 6 "x6 ". IT SHALL BE SECURELY FASTENED TO THE STRUCTURE BUT REMOVEABLE FOR MAINTENANCE. 3. OUTLET PIPES SHALL HAVE AN ANTI -SEEP COLLAR OF CONCRETE LOCATED APPROXIMATELY UNDER THE MIDDLE OF THE DAM IN WHICH IT IS LOCATED. IT SHALL CONSIST OF CONCRETE POURED AROUND THE PIPE IN A VERTICAL DIRECTION. THE COLLAR SHALL BE A SQUARE B" THICK AND SHALL EXTEND 18" BEYOND THE OUTSIDE OF THE PIPE IN EACH DIRECTION. 4. TREATMENT OUTLET PIPE SHALL NOT BE PVC BUT OTHER MATERIAL SUCH AS GSP WHICH IS NOT SUBJECT TO DETERIORATION IN SUNLIGHT. POND NOTES 1. 5EE 5HEE1 4 FOR BMP CONVERSION SEQUENCE. 2. FOREBAY DIVIDERS ARE TO BE INSTALLED WHILE CONVERTING FROM SEDIMENT BASIN TO WET POND. 3. GROUNDWATER NOT ENCOUNTERED. nO A %AIM/I1A1AI ^IPE 'E- 30" RCP PLAN VIEW OS2 PRIMARY OUTLET STRUCTURE N.T.S. HAND WHEEL (ABOVE TRASH RACK) POND DRAIN - ELEV.- 276.00 POND BOTTOM THICKNESS 33.25" (MIN. FOR ANTI - FLOATATION) TOP ELEV. 282.00 NOTE: rlI V l l JLLI COLLAR. (SHOULD BE PLACED APPROX. IN THE MIDDLE OF EARTH DAM) WALL THICKNESS AND REINFORCEMENT DESIGN TO BE DETERMINED BY PRECAST CONCRETE MANUFACTURER DRAWDOWN PIPE 2" DIAM. INV.- 280.50 UUIVUfIL I L DUI I VIVI CROSS SECTION OS2 OUTLET STRUCTURE N.T.S. 275.10 ANTI -SEEP COLLAR. TO BE 18" AROUND ENTIRE PIPE GRAPHIC SCALE 1 " =20' mog 0 20 40 60 TRASH RACK DETAIL N.T.S. TRASH RACK NOTES I. TRASH RACK SHALL BE 6" CLEAR OF STRUCTURE TOP AND SIDES. THE TRASH RACK NEED NOT COVER THE TREATMENT OUTLET PIPE. 2. TRASH RACK SHALL BE FASTENED TO EACH SIDE OF THE STRUCTURE AT AT LEAST 2 POINTS. IT SHALL BE EASILY REMOVED FOR MAINTENANCE OR ENTRY INTO THE STRUCTURE. 3. TRASH RACK SHALL ACCOMMODATE VALVE SHAFT THOUGH AN OPENING. 4. TRASH RACK SHALL BE MADE OF DURABLE MATERIAL WHICH WILL NOT RUST OR DETERIORATE IN SUNLIGHT AND IS ACCEPTABLE TO THE TOWN OF HOLLY SPRINGS. 5. MAX. OPENING IN TRASH RACK SHALL BE 6 "x6 ". 6. TOP OF TRASH RACK SHALL HAVE A GRID OF BARS (MAX. 6 "x6 ") . PLANT LIST LITTORAL SHELF PLANT SCHEDULE: + + + SHALLOW LAND + + (HERB.) + + + EF EUPATORUIM FISTRULOSUM JOE PYE WEED 4 -6" POT @ 3' SPACING + + HC HIBICUS COCCINEA SCARLET ROSE MALLOW 4 -6" POT @ 3' SPACING DL DICHROMENA LATIFOLIA WHITE STAR GRASS 4 -6" POT @ 3' SPACING HG HIBISCUS GRANDIFLOURS VELVET MALLOW 4 -6" POT @ 3' SPACING CG CHELONE GLABRA WHITE TURTLEHEAD 4 -6" POT @ 3' SPACING LC LOBELIA CARDINALIS CARDINAL FLOWER 4 -6" POT @ 3' SPACING 0 SHALLOW WATER L (HERB.) JE JUNCUS EFFUSES SOFTRUSH 4 -6" POT @ 3' SPACING AS ACORUS SPP SWEET FLAG 4 -6" POT @ 3' SPACING \\ IV IRIS VERSICOLOR BLUE FLAG IRIS 4 -6" POT @ 3' SPACING PC PONTEDERIA CORDATA PECKEREL WEED 4 -6" POT @ 3' SPACING PV PELTANDRA VIRGINICA ARROW ARUM 4 -6" POT @ 3' SPACING SL SAGITTARIA LONGILOBA ARROWHEAD 4 -6" POT @ 3' SPACING LANDSCAPE PLAN: SHALLOW LAND= 2,065 sf (USE 227 PLANTS FROM LIST ABOVE) U SHALLOW WATER= 2,252 sf (USE 248 PLANTS FROM LIST ABOVE) USE EQUAL NUMBER OF PLANTS FROM LIST ABOVE LL a m Q m 3 _0 a 0 X CD Q Q 0 0 0 0 Cj Q 0 w L The signatures affixed below certify that this sheet has been reviewed and approved solely per the certifications signed on the cover sheet of these construction plans. CM - Engineering CM - Transportation CM - Building Inspections Date Date Date Public Works - Water /Sewer Date Public Works - Electric Date Public Works - S & E Date Public Works - Env. Programs Date Planning Date Planning - Transportation Date Fire Date Parks, Recreation & Cultural Res. Date Q LD N L ai Ln 0 m 0 0 ED /,' \\ \\ Hugh J. Gilleece and Associates 875 Walnut Street Suite 360 Cary, NC 27511 BUSINESS LIC. * C -496 Phone: (919)469 -1101 Fax: (919)460 -7637 ii M Ed 1:1 El z 0 LO N I 0 w zo o� UjZ H W w� mu X W a a ■12 z 3 0 wC) 0 0- J Q W z XQ Uj � Uj Q� 0 � z 0 W 0 0 IL mi W J �� N W 0 Y w �3 Q s JOB # 36000.05 DSN /CHK BY: DAS /DAS DWN BY: BAH DATE: 1210112014 HRZ SCALE: ' AS SHOWN VRT SCALE: AS SHOWN SHEET NO C16