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HomeMy WebLinkAbout20010745 Ver 1_Site Plan_20010518 E WATER QUALITY TY POND 1 BUTNER, NORTH PROJECT NO. VV SITE OWNER' CAROLINA WKS-98000 DRAWING LISP G 1-WA1ER QUALITY POND 1 C-2- WATER QUALITY 1 DETAILS .P j eu N~/ NWIXXLP / s 782 MELROSE AVE o~ o NASFIVII.LE, TENNESSE w !~VEDiLJE SSEE 37211 0 w 1' v P ~ 1ti ~ ~5 15 oa~M~•E THE JOHN R. McADAMS VICINPIY MAP COMPANY, INC. ~s NT'S ~~0.~~~ CN!_iAiFFAC /PT~NNG`FC /CLiRVFVl1RC ~~~/d'..~.. 'i\~~? Z H L' 1\U11\LL1'6 AJ/ 1 iLCS1IIILJL'Wki i.1 VaV / L 1 W.JLVk! JtfiL LL 25337 c O O O m m cn RESEARCH TRIANGLE PARK NC cIt Y 2 B VT. MI~~~o• _4 27709 14005 ZIP , „ (919) 361-5000 Cr) Y 3 D C co J FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION X j r ~ ? Y ~ ~ 1 1 1 t r ~ j E ! f f ~ 1 ~ ~ w 1 I ~ ~ y j ~ U ti. ~ ~ ~ o coa ~ ~ M-1 z ~ \ j ~ \ r ~ o 4~ ~ ' I x .a ~ x ~ ~ ~ ti` \ ~ ~ ~ ~ va , 1,, ~ ~ ~ i f ~ ~ a Q a W ~ aN . 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R ~ i 1 / t ~ { ~ ~ M ~ l ) ~ ~ j ~ m'"f ~ Z W W ~ ~ f M. wy / W Fi ~ ~ ~ z ~ , \ ~ ~ ( ti ~ 'p ~ 4 ~ H , ~ I ~ 'a i ~ ~ 1 ! t ~ f {@ ~ 1 [ ~ 1 ~ ~ ~ ~ ~ / ~ ~ I ~ ~ i ~ . t ~ 7 1 ! a • w ~ ~ ~ 1 ~ ~ o . ~ l % ~ ` 1 ~ ~ % ' ~ 7 ~ ~ ~ ~ ~ I I ~ _ 1 ~ I t ~ / r~ i ~ f •~1 !r ~ t -w Uti ~ 1, J' FOREBAY 1~ATER uA~iTY POND 1 ~ 6' ~ RISER (SEE DETAIL) = 348.00 ` CREST ELEV. = 349.90 ~ ` ~ ))1 11II ~ ~ ~ ~ f ~ ~ F J+Z k. ~ti f ) 344 ( ~ 1 ~ ELF 0 6:1 12' WIDE AQUATIC SH ~ .w ~ ~ ~ 80 LF 36 0-RING RCP ( 1 0 0.94x t . ~ , ~ ~ I ~ 1 ~ PROPOSED 10' y~pE MIN.) ~ 0 H PUMP ( ERM = 354. ( ~ ~ STATION TOp OF B ~ ` ~ i f ~ `f 350 F~ I ~ f ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 o a s ~ ~ z ~ ! u t ~ ~ ~ ~ ~ 30 S.S. o Y ~ ~ EASEMENT m - FES , ~ f - - - - - - - - INV. = 341.25 ~ - - - - - . , , x ~ c- . M~ . ~ ` . ~ R N _ ~ - ..r---- _ - ~ ~ - - ter„ . 'ti ~ . ~ ~ N ~ .r .r • ~ i ti ' ~ ~ ~ . ~ ~ v ~ N OT C• B RP-RAP o r ~ - + ( ! T ~ r • { / i ' ~ ~ (XTENR VELOCI f C' D}SSIPAT •BEY ND ' r"° ~ • ~ I. L f 'u"^'.w ~ ry( . ' . ~ ~ ! - ~ pBdJBCi' xo. WKS•~98000 s~ ~ i• ~ ~ • . ~ rn~na~: WK PND.DWG • . ' ANDS . I ~ ~ 1 S98 ~ m ~ ~ ~ Y ~ . . ~ DIES • ~ ~ 1~ j ~ ~ J ~ . _ H .r .~r _ scei E: 1 401 LL. o A r f 05-03-O1 co f rn r Y 711 SHEET NO. C-1 D - `f aMcADAMS FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION X N H ULE SEEDBED PREPARATION TEMPORARY SEEDI G SC ED AN NT SEEDING SCHEDULE PERM E S ~q~ DAB ,gam 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOiI 3 INCHES DEEP OVER ADVERSE SOIL CONDfTIONS, IF AVAILABLE. AUG 25 - OCT. (BEST) TALL FESCUE 200 LBS/AC JAN 1 -MAY 1 RYE (GRAIN) t2o LBS/AC 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. FEB. -APR 1S (POSSIBLE) KOBE LESPEq:IA 50 LBS/AC 3.} REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS MAY 1 - AUG 15 GERMAN MILLET 40 Les/AC LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. GROUND AGRK;ULTURAL UEMESTONERAND 1000 LB/ACRE' 10R 10 P 0 FERTIUZER~~ AUG is -DEC 30 RYE (GRAIN) t2o LBS/AC 4.) APPLY AGRICULTURAL LIME, FERTILIZER, AND }SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW IrltiCtl ~IL.ayIEN~QS 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED, FIRM OUTLET STRUCTURE • 10' {MIN.) APPLY 4000 LB/AC STRAW. ANCNOR STRAW BY TACKING WRH ASPHALT, NETTING, SEE DETAIL UJ ~ O OR A MULCH ANCHORING TOOL A qSK WrtH BLADES SET NEARLY STRAIGHT CAN FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. TOP OF BERM EL. 354.00 (MIN) BE USED AS A MULCH ANCHORING TOOL. AGRICULTURE LIMESTONE AND 150 LB/AC 10-10-10 FERTILIZER (FROM AUG is - oEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC). 6.) SEED ON A FRESHLY PREPARED SEEDBED AND COVER ' O O HANDWHEEL y, C' e)t Ldt~tlEtlCd; EL. 352.40 12'W AQUATIC SHELF AT M..1 W Z 1 ~ p 6:1 SLOPE EL. 346.00 INSPECT AND REPAIR MULCH FREQUENTLY. REFERBUZE IN LATE MINTER OF THE 1r~1Ctl AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, 7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/ACRE 10-10-10. MOW APPIr 4000 TO 348.00 SECTION ~ x, p REGULARLY TO A HEIGHT OF 2-4 INCHES. OR A MULCH ANCHORING TOOL. A qSK WITH BLADES SEf NEARLY STRAIGHT CAN 8. INSPECT All SEEDED AREAS AND MAKE NECESSARY REPAIRS OR BE USED AS A MULCH ANCHOR~lG TOOL } TOP OF RISER EL. 349.90 .1 ~ 18165E.gd~S RESEEDINGS WITHIN THE PLANTING SEASON, IF P05SIBLE• IF BETWEEN MAY 1 AND AUG. 15, AOD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE 11~l88GE STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ~ ~ ' ~ p+ U7 Oa GERMAN MILLET. BEFORE MAY 1, OR AFTER AUG. 15, ADO 40 LB/ACRE RYE (GRNN). JAN 1 - AUC 15: REFERTILRE IF GROWTH IS NOT FULLY ADEQUATE. ORIGINAL LIME, FERTILIZER AND SEEDING RATES. RESEED, REFERTILIZE. AND MULCH IMMEDIATELY O a, FoLLOwINC EROSION oR OTHER DAMAGE. SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. NON-WOVEN GEOTEXTILE FABRIC J•~ 36" FES L>:1 a N SHALL BE PLACED AROUND EACH ~ ~y ~ (3 9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT NORMAL POOL EL. 348,00 Q Auc t5 -DEC 30: REPAR ANO REFERfIUZE DAMAGED AREAS IMMEOUTELr• AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. W, O JOINT OF RCP BARREL IN 2' WIDE - ~ ~ p TOP DRESS WITH 50 LB/AC OF NRROGEN IN MARCH. - IF R IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND UPPER INV. PVC SIPHONS - 1 STRIPS CENTERED ON JOINT. BARREL INV. OUT 341.25 r~~ ~ p p 6 M~+~i ~ O Q JUNE 15, OVERSEER N1TH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH. • $ee Seasonoi opplicotion schedule Q`~~'~~' BARREL INV. Ul- l 4 LF 4" DIA. INVERTED ~ IN=342.00 VELOCITY DISSIPATOR ~ x' "'1 PVC SIPHON N T A " "RIP-RAP ~ U ~ ~ ' CDO CL SS B , W O M 35'L x 2TW x 22"1HK, ~ W POND INV. EL. 342.00 80 LF 36" 0-RING RCP @ 0.94 CL. III RCP ~ (n ( ) ' Z WO 0 0 0 0 o r w )o~Qo~oQp`o,~~p'o,~~}p0 0 0~q~~ DRAIN TRASH GUARD 1 1 )0~0~4~ono(1o ¢~en~ ~~{Illlll3pt (SEE DETAIL) 1 1 VA ~~r6 Rp o p~' E~1 'y 8" DIP DRAIN A Tl- P ARS X3 : ~ OF' p~ '9 4 N SEE COLL ( ) ~ Q- SEEP COLLARS TO BE SPACED ~ Q ~ B' DUl PLUG VALVE (SEE OUTLET STRUCTURE AT 20,0' O.C. (SEE OETAII) SEAL w 4J4~7~ 9.37 Fi 0 REPAR RING IAATER4U. SPECIFlCATIONS) ~ F ` 8 FT 4 REBAR RING FES 6 Fi 4 REBAR RING KEY TRENCH r ~ NE (SEE BERM SOIL AND 5' FT. MIN. CONCRETE ANTI-FLOTATION BLOCK .OCK COMPACTION SPECIFICATIONS) ~ AIL fl3l / CDOT CLASS "B" RIP-RAP 2 FT (SEE OUTLET STRUCTURE DETAIL) 35'Lx27'Wx22" THK. 36" 0-RING RCP EL. 349.90 (TOP OF RISER) t WATERTIGHT SEAL TO BE PROVIDED A A 1 Ff. AT RISER/BARREL INTERFACE ~4 REBAR (TYP.) 4 REBAR ~ a - N 1.1 FT ' ° (N.T.S.) (TYP J 0 5 s' wI~E POND OUTLET STRUCTURE NOTES: w ES: x ELEVATION VIEW NOTES: FES NTS 1. 36" RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL 35 FT. CONFINED 0-RING RUBBER GASKET JOINTS MEETING ASTM C-443 AN[ CP, MODIFIED BELL AND SPIGOT, ASTM C76. THE JOINTS SHALL BE ASTM C-443 AND ASTM C-361. 1. CONCRETE FOR COLLARS SHALL BE 3000 PSI (MIN.) 28 DAY NOTE: ALL REPAR TO BE ~4 REBAR 2. THE MANHOLE OUTLET RISERS SHALL BE 6' LD., MEETING ASTM G STRENGTH MEETING ASTM C-478R dc, AASHTO M-199 MONOLITHIC BASE. THE MANHOLE PLAN GALVANIZED WITH A BITUMINOUS COATING JOINTS SHALL BE ASTM C-343 RUBBER CASKET JOINTS. MANHOLE J~ PREVENT SEPARATION. )INTS. MANHOLE JOINTS SHALL BE SECURELY ANCHORED TOGETHER TO 2. COLLARS SHALL BE CONNECTED TO 36" RCP WITH A WATER TIGHT 6 FT. DWJETER 3. OUTLET STRUCTURES SHALL 8E PROVIDED WITH STEPS i'-2' ON CI JOINT. STEPS i'-2" ON CENTER, STEPS MANHOLE RISER SHALL BE IN ACCORDANCE WITH NCDOT STD. 840.66. 36" 0-RING 36. 3. COLLARS SHALL BE SPACED ALONG BARREL AT 20.0' O.C. RCP 4. CONCRETE ANTI-FLOTATION BLOCK SHALL BE INTEGRALLY ATTACHE P2: TEGRALLY ATTACHED TO RISER BASE TO PREVENT RISER/BLOCK W SEPERAl10N, OR PRECAST AS THE EXTENDED BASE OF THE MANHOLE OF THE MANHOLE DURING FABRICATION. M 2.00' MIN PROJECTION ~ III zz» LAYER OF CLA55 °e" OUTLET STRUCTURE MATERIAL SPECIFICATI~ - I I I I I I -I I~ RIP-RAP TIN ~ w SPECIFICA 0 S. 6• G~ w ;w _ 1. POND DRAWDOWN IS VIA AN 8" PLUG VALVE. THE VALVE SHALL E - 4 FILTER BLANKET ~I - fHE VALVE SHALL BEAM&H SME 820 X-CENTRIC VALVE - - - OR APPR A . I IN DANCE WITH AWWA C OVER EQU L THIS VALVES ACCOR ~ I I ~ , ~ TOP OF OUTLET STRUCTURE 'AA A HANOWHEEL (5EE DETAIL). WCE WITH AWWA C-504 SEC. 5.5, AND SHALL BE OPERABLE FROM ~ W w DETAIL). ~ 4 SECTION A-A 10~ (iYP.) 2. ALL POURED CONCRETE ".•.4A11. BE YNWUM 3000 PSI (28 DAY) UN aH ~0 PSI 28 DAY UNLESS OTHERWISE NOTED. ~ W ( ) : a Filter blanket 3. THE INVERTED SIPHON(S) xIALL BE 4 LF-4 NCH OIAl1ETER SCH. ~ DIAMETER SCH. 40 PYC PIPE, ASTM D 1185, - - W (SEE NOTE) 4. GEOTEXTILE FABRIC FOR TlIE 36 INCH OUTLET BARREL JOINTS AND ~4 REPAR 4553 POLYPROPYIJ:NIE NON-WOVEN NEDLE PUNCHED OR APPROVED E fARREI JOINTS AND SEEPAGE DIAPHRAGM SHALL BE AMOCO S1YLE 36"0 0-RING 36"4 :D OR APPROVED EQUAL (NON-WOVEN FABRIC) n RCP 0-RING O.D. ~ 45.5' ~ WELDED (TYP.) ~ RCP ~ it 1. A FILTER BLANKET IS TO BE INSTALLED (SEE NOTE) BETWEEN THE RIPRAP AND SOIL BERM SOIL AND COMPACTION SPECIFICATI{ ATI N - - ~PECIFIC 0 S: ~ FOUNDATION. THE FILTER BLANKET WILL z 6 FT I REBAR RING 1. ALL FILL SOILS FOR BERM SECTION SHALL BE CLEAN, IMPERMf CONSIST OF A MINIMUM 4 THICK LAYER OF STANDARD PROCTOR MAXIMUM DRY DENSITY, AT OPTIMUM MCdSTI ~E CLEAN, IMPERMEABLE MATERIAL AND COMPACTED TO AT LEAST 95X , • .T OPTIMUM MOISTURE CONTENT. NO BLASTED MATERIALS SHALL BE STONE NCDOT llll57 UNDERLAIN WITH MIRAFI 8 FT 4 REPAR RING USED IN THE EMBANKMENT CONSTRUCTION. SOILS SHALL NOT EXI ( Tf ) CHARACTERISTICS. LS SHALL NOT EXHIBIT SIGNIFICANT SHRINK/SWELL OR DISPERSIVE ~ l ' w FILTER WEAVE 700 OR APPROVED 9.37 FT ~ REBAR RING EQUIVALENT 2. IN ALL FILL AREAS OF THE BERM, A SOILS COMPACTION TEST PER VERTICAL FOOT OF FlLL. COMPAC110N TEST SHALL BE CONDUCTED EACH 2500 SQUARE FEET 0 4.68' TI- P AR CONCRETE AN SEE COLL 2. EXTEND DISSIPATOR BEYOND SANITARY 3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. TRENT FILL AREAS. TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW KEY TRENCH SHALL MEET ALL REQUIREMENTS OF ~It ABOVE. (NTS) SEWER. EXISTING GRADE. SOILS AND COMPACTION FOR KEY TRENCH SHAT PLAN VIEW 4. NO TREES OF ANY TYPE MAY BE LOCATED ON THE BERM SEC ON THE BERM SECTION. NTS 5. IF ROCK THAT WOULD REQUIRE BLASTING FOR REMOVAL IS E KEY TRENCH, CONTACT ENGINEER IMMEDIATELY. 'OR REMOVAL IS ENCOUNTERED DURING EXCAVATION FOR THE A - NDEFINED CHANNEL T TT FAT ARE U PIP OU LE 0 L E z oy NTS a ice= STATEMENT OF RESPONSIBILITY: AS 1ND1G1TED 01 PLANS WJC7l7V 9' ~~Val=Z ~4 REBAR TRASH RACK (A80VE) ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHA THIS FACILITY SHALL BE THE RESPONSIBILITY OF NWI XX LP. A ~ FACE ~ WALL ~uao~ HANDWHEEL EL 352.40 SCHEDULE OF MAINTENANCE ITEMS MAY BE FOUND WITHIN THE MAIN11 WITHIN THE MAINTENANCE ANO INSPECTION PLAN FOR BUTNER BUSINESS ~ S 1-=~ZJ ~~,~o¢ 0 NOTES: ANCHOR TRASH RACK TO MANHOLE WALL WITH FOUR EQUALLY PARK WATER QUALITY POND 1. SPACED HOT-DIPPED GALVANIZED STEEL CLAMPS. EACH CLAMP x ~ ZpyO: 1. MANHOLE STEPS TO BE PROVIDED TRASH RACK ATTACHED TO MANHOLE RISER BY 2-4'x1/4' CONCRETE ANCHOR AT 1'-2" O.C. (SEE DETAIL) BOLTS EACH CLAMP TO BE COATED W/ A BffUMINOUS COATING. S'~ ~E k-BARS d, 1 q 2. STEPS SHALL BE IN ACCORDANCE PRECAST REINFORCED CONCRETE A WRH NCDOT STD. 840.66 a PLAN ~ b >P' ~ MANHOLE SECTION TRASH RACK (SEE DETAIL) f00TING W uF EDxsT. loulT Is usEO~ DOWEL J (n O EL. 349.90 (1'OP OF RISER G x c END ELEVATION HAR 'X' o Z~ 3 t` 0'' W Fa vi W x ~ ~ rn DWELS a ENwAU WITH REIHFORLY:D t[NCIETE PIPE ,Zi 0 j ~ PIPE SWGLF PIPE DWNLE PIPE Q W U C+ 2' 2' I I I ~ I ~ D1A lY If•• N' 3C 3A' 12' 1Y 1Y lB' 21. 30' 36' 4E' IB' 1-4' DIA. SCH. 40 ASTM D1785) INV RTED SIPHON I I I I eaRS 'z' ~z' 'z' •N' Y. 'x' r. 'N• 'N' 'x' 'N• •N• Y. x' r. a J w 1 (n I _ _ I G D7Y. 2 2 3 3 1 1 S 2 2 3 3 1 1 S q -1 (Z W " X 4" 6/6 WELDED WIRE FABRIC M YTY. - - 2 - Y 1 I R R E 2 E 3 2 Q 4~ d 4' LONG WATER TIGHT SEAL EACH SIDE & TOP) G QTY. 2 2 3 3 1 1 S 2 2 3 3 4 1 S 3 L DDVEL TOTAL LNS 9 9 U I/ 19 93 63 It 12 19 19 23 77 92 Z A W CO BETWEEN SIPHON AND MANHOLE RISER nDIUL CRSTRUCTmV ,HINT y W JW a a 0 DIMENSIOIS ASNI CpICRETE gIANTIT[ES ~ 6 REBAR P IMETER FRAME ~ 2' x 2' X 2~ ELEVATION ~ P>PE y ~ ~ i Y ~ 45' ELBOW ° CQ901 DDENSR]NS SIIYiE %PE DOUBLE PIPE J W A H B"~ DIP DRNN PIPE (5LF) D H a G T s L rol N L rm J NWSE 348.00 _ - ON SIPHON 7• ) e IY 3'-3' 1'-8' 2'-9' t W f M! S'i' 0.7 2'-2' 7'-B' Ul W U A ~ W 18' 3'-1' '-10' 3'-2' tYt ll' G'-1' lA 2'-7' -il' L3 Z Q Q a 2' 2/' /'-Y Y-1' 4-1' 3' l0' B'-9' 43 3'-S' t'-Y 81 ~ 30' Y-D' it-6' 1'-7' IW IM! 9'-Y 23 r-3' 3'-S' 31 1 36' S'-3' 2'-A' Yi' I W NYl 1'-D' 34 S'-0' G'-D' 1.3 8" 42' G'-2' 3'-t' G'-1' SVY I K -8' 17 '-ID' 8'i' 6A p 1 7' (TYP.) cU 6 FT. DIAMETER ItM G'-9. 3'-S' Y-2' IW 114 1'-r 6A G'-2' '-r 8A 1 ~3 MANHOLE RISER u~ "SEE SLEET 3 838,1 O vZ (PRE-CAST SECTIONS) b ° tri m NOTES oy ALL STEPS SNALL PROTRUDE 4' FRON INSIDE FACE DF STRUCTURE VALL. m m ~ 8" DUl PLUG VALVE 6 FT. DIAMETER 8' II 3000 PSI CI II II 4• STEPS DIFFERING IN OIMCNSIONS, CONFIGURATION DR MATERIALS FRDN TNDSE SHOWN NAY ALSO irE USED PROVIDED THE COIITRACTdt HAS FURNISHED 3000 PSI CONCRETE THE ENGINEER VITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED VRITTEN APPROVAL FROM THE ENG11ffER FOR TILE LASE OF SUCH STEPS Z~=~ LOWER INVERT MANHOLE RISER v 51PHON EL 345.17 ° (SEE OUTLET STRUCTURE a oo°a=z o ~ MATERIAL SPECIFlCATIONS) (PRE-CAST SECTIONS) 7- t' ~ W~Z 2 I 1-U~p,~.,-, m 3' ] F=F W 3' ~ N~o°~ ~ GASKET WALL ° SLEEVE ° 5LF 8"Q DIP ~ L ~ 36" DIA. ° ; 0-RING RCP aA PLAN ~ W O~ ° 3 CONCRETE ANTI-FLOTATION BLOCK PAN SIDE ~ ~ SIDE (SEE CROSS SECTION) ~ ELEVATION - ELEVATION Vj 'PROJBC'f N0.. 8 DIA PLUG VALVE _ ~ WKS-98DDD L ' °W r, 2.5 FT. (TYP.) (SEE OUTLET STRUCTURE a 36' DIA. MATERIAL SPECIFlCATIONS) 3~ 2.5 FT. (MIN.) I- /vt ~ CAST IRON Pn,~+au>i: y,~~g8PD1.DWG m BARREL 0-RING RCP 2 5 ~ 2' [n P ~ I^-~--'I CAST IRON ELEVATION 6'0 LD. MANHHOLE 3 W ELEVATION ~ ? DBS~GNSD HY: ~ INV. EL 342.00 ° T~'P•) ~~G~ q ~ i 8' DIA. DIP a POND DRAIN PIPE a a yEG ~ ~ ~ DRATRa HY: AL n n 27' ,aA~ 1 ur ~ aim ~ ¢ ~ 4 G i / a 6 1` ~ CiuV'D. Q N SCALE: 0 4 NOT TO SCALE O d Q N NOTE: 6 REBAR ~HALL BE CLASS 50 AND H W = 0 BEDDED 4 INTO CONCRETE BASE T M Q DATE 05-03-01 rn 12.17' d a CIRCULAR CONCRETE Y CIRCULAR CONCRETE a Q EMBEDDED SHALL BE 4QRXE 606LAND SHALL BEN 1/r PLAN SLID SIDE Z INT NCRETE BASE ELEPLAN ELEVATION 'MITE Li < SHEET NO. m ANTI-FLOTATION "SIDE VIEW„ ANTI-FLOTATION 4 12" Z 12. AROUND PERIMETER OF BASE. CDEI m NOTE- REINFORCING STEEL La C-2 (7 BLOCK BLOCK n Y FRONT VIEW 1!1• D SECTION A-A 1_„I Nor TO BE USED TN POND 6 OUTLET STRUCTURE DETAIL POND 6 OUTLET STRUCTURE DETAIL 8 » DRAIN TRASH NTs ' ELEVATION suurMrr sEwl wwlaES. 840,66 ,ASH GUARD DETAI_L__(NTS)- FLFVATinN NlMcADAMS NTS X FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION _ ~ / G. Q ~ ~ ~ _ ~Z~z~ 1 1 / ~I ~ X36 / ~ 3 j ~ _ a o ~j Z~;~x~ - ~ ---J_ L~ ~_J ~ l C / , , ~ ~---1 , - x Z ~ ~ - - - ~ ~ ~ ~ WATERSHED BOUNDARY ~ ~ ~ a z ~N / W. ~j z...d~~. a a o 0 ~ \ F ~ ' ~ ~ x o E r ~ ~ I ~ r , / w a a j -r`~ -f' - ~ 2 ~ ~ SERVICE ROAD ~ ~ z W »GP ~s P / 3 / 7 - ` ~ ~ / / O ~ / 3~ ~ ~ ~ ~R. 1103 f ~ ~ ~ ~ , 1 ~ \ ~ - ~ ~.-~~ATERSHED BOUNDARY / 8 J C / ~ / o~° ~ ~ ~ ~ i ~ X60 h\G i l NNRE PARKING l~REA ~ ~\/r f ~ , \ \ a Q, ~ ~~~~1 ~ ~ ~ ~ ~ ~ J r 33 ~ \ \ / O / ! ~ ~ ~ ~ r TO WATER QUALITY POND 1 \ ~ ~ ~ ~ ` ~ ~ / ArcEA = 39.13 ACRES I „ ~ o f ~ H' ~ ~ ~ ~ ~ - ~ WATERSHE BOUNDARY a 1 ~ ~ ~ I ~ ~ 1 ~ ~ ~ ~ ~ ~i, ~ ~ ~ a ~ / ~ ~ z ~ ~ / z ~ ~ ~ t I ~ s m / , ~ / / / , ~ ~ ~ ~ ~ l I l f - Y ~ ~ ~ ~ \ ~ Tc THE b f ~ / I 6 r \ / ~ ~ , ~ \ I ~ f/ ~ ~ ~ Q Q S ~ z~ ~ 0 ~ Y - T ice- - - I~ f / ~ - ' ~ / ~ ~ f A ` ~ o~ f,.-. ~ ~ Y ~ PRINT DATE P0"'''~et DA MAP.DWG f / J / c / I MAY I~ 2~' ~ D851GN~ BT: DES a / , ~ ~ _ ~ mu,~r ax: JES ma an" K. fACROOM CQ Inc. t SCALE: 100, - C> CD f ? R DATE: 05-04-01 SHEET NO. s W-1 f JjMcADAMs .