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Home My WebLink About20070106 Ver 3_Site Plan_20070702 THE BUSINESS OF PROJECT DELIV~Y N 3000 RDU Center Dnve Suite 200 MoMsville, NC'~~bb10 Tel: 919.840.9500 -Fax: 919.840.9522 www.onealinc.com THIS DRAWING IS THE PROPERTY OF O'NEAL, INC., AND IS NOT TO BE ~ REPRODUCED, COPIED OR USED FOR ANY b Z I PURPOSE OTHER THAN CONSTRUCTION OF i THIS PROJECT WITHOUT THE WRITTEN bd n CONSENT OF O'NEAL, INC. O O GZ i ~ 1 ~ b SEAL• wZ Wa 'v e ~ 1 , ~ ~ / ~~WETLANDS (TYP) - 1 ~•1 • ~ , il.'~ ~ ~ • 1 / 1 ~ ~ / ~ SEAL• Ili ~ ~ 1 ICI, ~ ~ 1•~~ i I ~~I 1~, ~ ~ ~ / 1,1 ~ II ~.II' ~ . ~ ~ 1 ~ ~ II i 1 ~ I ~ ~ 1 ~ ~ ~ 1 ~ ~ i ~ 1 1/~1 i • ~ ~ ~ I ~ I I 1 ~ ~ ~ I/ / . ~~~I' 1 ~ ~ I' ~ ~I I' ? ~ / 1 ~ i i 1 T T ~ DAlE: N0: APPR: REVISION T , ~~~,1 ~ , ~ ~ ~ fi~,~1~~~Q7 A RE ISSUED FQR MINQR VARIANCE. I l iI T ~ ~ i~~~l~ i 1 ',~,,~'~1 T ~ . i ~ . i i ~ i i ~ ~ l 1 ~ ' T ~ ~ ' ~ ii r t I i I I ~ . I I 1, = \ ~ ~ i ~ ~ 1 ~ _ . ~ i '~1 ~ ~ ~ ~I ~ ~ 1 i • ~ i~' " ~ J~~ ~ ~ ~ h. ' I I ~ ~ I, ~ ~~i ~ . /M , ~ • \ I ~ ~.I~ I, ~ _ I 1 ? . ~ ~ ~ • 0 0 • • ~ • V" - • • O r / , . ~ I , I• ~ O _ ~ ~ LEGEND - , ~I ~ . ' I'1 ~ ~ I. O _ • • EXISTING NEW DESCRIPTION ~ ~ I ~ , , 1 4 .d ~ ?I, G 0 .I 1',. ~ . 1 I ' ~ • o GRAVEL PAVEMENT • ' ••r~• ASPHALT PAVEbIENT •a ' . ~ G • _ _ - - . ~ COMCREIE PAVEwIENT ~ ~ BUILDING OR STRUCTURE - • ~ ~ ~ ~ . . . N . . ,4 FFE=318.43 X X . _ I ~ ~ ; , a, ~ ~ Q Z x 100.0 x 100.0 RANDOM GRADE ELEVA?lON x INV. 95.0 INVERT ELEVAl10N ~ f - t~ . . - ~ •-lpp ~"1pp ~ GRADE CONTOUR . . EDGE OF TREES FFE= 318.49 TO BEN REMOVED RE OR U~IUTY . . _ w~R (w~) oR c~a~ iN~T (a) U~ U~ - T ~ ~----~-~-1, MANHOLE (MH) • l~. HYDRANT (HYD) . . T--~-~ POST INDICATOR VALVE (PI1n DITCH • , , SWALE - - ~ _ _ ~r, 4.- - - --1, PROPERTY LJNE , ~ , / ~ DISTURBED UNITS ~ -SD= ~ ~SD~ STORM DRAINAGE LJNE S,.-_ Fp Fp -i FlRE PROTEC110N UNE i ~ =PW= ~ ~ W~ POTABLE WATER I ~ ~ i 4 ¦ ~ ~---RD-~ ~---RD-~ ROOF DRAIN 0 S~- UP 4-- UP POWER LJNE -UNDERGROUND D ~ i NG ---1, 5-- NG NATURAL GAS IJNE G7 ~ ~ ~-SF SILT FENCE CLIENT: EXISTIN INDUSTRI BUILDIN F.F.E. = 31 i Tp -i TREE PROTEC110N FENCE i ~ PROPOSED LJGHTING i ,,.te ni 1 r w -'w 1 ,y~ .tiv ROOF=353.4 X ASPHALT 4~ ~ FFE=318.51 @t~"'" ~S NOTES: DRAWING 1111.E 1) SEE DRAWING C1-06 FOR GENERAL NOTES. 2) ALL DIMENSIONS ARE FROM FACE OF WALL ORGANON TEKNIKA UNLESS NOTED OTHERWISE. 3) INTERMITTENT STREAM IS TO BE PIPED. PERMITTING FOR PIPING OF SITE PLAN SUBMITTAL INTERMITTENT STREAM TO BE HANDLED VIA A SEPERATE PRE-CONSTRUC110N NOTIFICATION (PCN)/NAl10N WIDE PERMIT X39 LAYOUT & PAVING NIERMITTENT STREAM ANSION OF A CULVERT WITHIN A JURISDICTiONA PLAN ROOF=338.4 X 'HALT PROJECT LEADER: R. E1ZI(ORN CONC. ROOF=349.5 X DRAWN BY: J. JOHNSON DSGN. BY: J. JOHNSON CHECKED BY: J. ROGERS O'NEAL JOB: 200600396 SCALE: 1" = 20' DATE: 11 /8/06 GRAPHIC SCALE i f 2~ ~ ,0 20 ~ eo CAD FlLE: 20060039601-03 SHEET: (IN FEET } 1 inch = 2~ ft. THE BUSINESS OF PROJECT DELIVERY N INV. • 298.9 i • 3000 RDU Center Drive Suite 200 Morrisville, NC 27560 Tel: 919.840.9500 -Fax: 919.840.9522 VJ www.onealinc.oom v W Y • THIS DRAWING IS THE PROPERTY OF b O'NEAL. INC., AND IS NOT TO BE ~ REPRODUCED, COPIED OR USED FOR ANY b x PURPOSE OTHER THAN CONSTRUCTION OF THIS PROJECT WfTHOUT THE WRITTEN O ~ n CONSENT OF O'NEAL, INC. O GZ • • f wb • w~ Wa bb i ~W r N N ~ ~ ~ n a ~ . . . 'O • . . • ~ , ~ ' ~ • 1 • T i i -~9 • • .I ~ SEAL• I iI f . ~A~ I~ M ~I~~ I 1. •.i~ ~ h • . A ~ / / ~ ~~~I~~ ~ . . • . ~ / ~ ~ . ~ •1. ~ I . ~ • • • ~ I ~ I ~ ~ one: No: nP~: r~n~ori ? ~ I • ' z~ ~ ~n I INV. ` 6~19~ 7 0 RE 1~5UED FOR MINOR VARIANCE 6 27 07 1 RE ISSUED FOR MINOR VARIANCE / . INV. ~ 307.55 ~ \ ~ . a ~O ~ • i~l••~/ice 11\~~ f ~,~li • • 'I ~ • ~ 1 . f • • ••f i •1.1 1. ~ I 1•.~~. • ~I /GQ • f J~~ `L~ ~ f.lf1• f 1\~. f /~1 f a ~ 1/~ 1 ~1 f 1 I • 1'f ~f / • ~ 1 ~f ~1 f i I~ '~~f • •I IMPERVIOUS AREA ZONE 1= o O 1.1~ 0 i '1 s"oi.so \ , 491.43 S. F. g0 0 O O ~ YARD INLET =0.011 ACRES APPROXIMATE 1 • • I,, \I • ~ • LOCATION I 1 I ~ f ~ ~ f ~ 1 ' LEGEND 1 11~ ,1\. /.1 411. • ~ 1~ . ' ; ~ ~ a I \~~o - f ~ 1 . ' ~ 1 ~ 1, . _ / . f ~ 1 , DOSIING NEW DESCRIP110N ' `\I ~ 1 GRAVEL PAVEMENT \o~' ••Y ~ ASPHALT PAVE111QdT \G `N (~I~) \ - • - CONCRETE PAVEIdIENT • ~ ~ • / d. ~ N ~N IMPERVIOUS AREA ZONE 2 = BUN.DING OR S1RUCIURE • • ~r x 100.0 x 100.0 RANDOwI GRADE ELEVATION ~ 1,398.71 S. F. x INV. 95.0 INVERT QEVAl10N FFE=318.43 X FFE=318 49 ~-ADO ~"1Q0 ~ GRADE OONTOUR ~ =0.032 ACRES EDGE OF 1REES ~ ~ ~~CNRE OR U11UTY ~ ~ CHILLER 5--~---~ YYEIR (WI) OR GRATE INLET (q) ~O--S I~ANHOLE (MH) 1 s-~--~ HYDRANT (HYD) 4 * POST INDICATOR VALVE (PIV) 1 1 \ / a~ _ • ~ \ I 1 1 ' S s- - - ~ ~ - - ~ tnr uNE s--• CLEAR AND GRUB UNITS ~-x-; S---at-S FENCE ~ -SS= ~ ~SS~ SAMTIIRY SEWER UNE ~ -Sp= ~ ~SD~ STORMI DRANU~E LIE 0 s--- FP FP FlRE PROTECTION UNE ~ =1W = ~ ~~W ~ INDUS'iRIAL WAS1E SEWER UNE EXISTING P P-; POWER 11NE -AERIAL ~ UP UP POWER LJNE -UNDERGROUND (~p~T; INDUSTRIAL BUILDING SF SILT FENCE F.F.E. = 318.50 ~-1P 7REE PRO?EC~ION FENCE .~i FFE=315.51 YARD INLET i TOP 316.75 INV 315.25 12~ S~ INV. S~ 313.50 DRAWING 111LE YARD INLET \J TOP 309.35 INV. NOT ACCESSIBILE ORGANON TEKNIKA ?~j w ~ SITE PLAN SUBMITTAL ~ ~ N LAYOUT & PAVING ROOF=338.4 X PLAN i~'~t~ ROOF=353.4 X ASPHALT .T ROOF=349.5 X CONC. PROJECT LEADER: R. ETD(ORN DRAWN BY: J. JOHNSON DSGN. BY: J. JOHNSON CHEgCED BY: J. ROGERS O'NEAL JOB: 200600396 SCALE: 1' = 100' GRAPHIC SCALE DATE: 11/8/06 o ,o ~ CAD FlLE: 20060039601-03 SHEET: (n~ ~~r 1 inch = 20 it W: \01-RAL~Projects~OrganonTeknika\Durham\Drawinga~Civil\Minor Var Req ATTACHMENT 2.dwg THE BUSINESS OF PROJECT DELIVERY N 3000 RDU Center Drive Suite 200 Morrisville, NC 27560 Tel: 919.840.9500 -Fax: 919.840.9522 www.onealinc.com THIS DRAWING IS THE PROPERTY OF ~j O'NEAL, INC., AND IS NOT TO BE t~1 REPRODUCED, COPIED OR USED FOR ANY b ~ PURPOSE OTHER THAN CONSTRUCTION OF ~ n THIS PROJECT WITHOUT THE WRITTEN CONSENT OF O'NEAL, INC. VIA ~ NET I to b w ~ SEAL• a VIES WETLANDS (TYp) bb 1 . a~ ~w '~1;; ~ ~ ~ M~ 1' ~ ~ 1 ~ 1' ~Irl+l~l~ _rr ~l • • " I • ~ • ~i 1 . ~ ~ 1; i~ a~• it 1~~ 1 SEAL II . ~ • 1• ( 1 ~ 1 ~ I • ~ • .1 ~ ~ ~ ~ ~ ~ ,1 ~1 i N 855069.25 E 2051665.46 SEE NOTEtN3 STREAM + ~ ~ ~44w ~ i HEAVY DUN t , / ASPHALT PAVEMENT ~ CONTROL ~ JOINTS ~ HEAVY DUN ~ ~ DAlE: N0: APPR: REVISION ~6" GRAVEL + -ASPHALT _ ~o 'PAVEMENT / ` ~2/28/O6 0 RE ISSUED FOR CONSTRUCTION PAVEMENT J ~~~I~~ 1 RE ISSUED FOR PRICING ~ 50' TAPER 28~ ~ EXISTING \ ~s. 14'26'56" ' ~ I , 2/20/07 2 RE DRB COMMENTS 3/02/07 3 RE UPDATED SITE PLAN 's• 4/16/07 4 RE FOR APPROVAL 5/31/07 5 RE FOR CONSTRUCTION J~ GRAVEL N 855028.34f GUARD POSTS i~ 1Q. 6/19/07 6 RE REVISED EQUIPMENT PAD DRIVE E 2051586.191 (TYP.) ~ ~~0 x10 1 iTS of coNS-r~ucnoN AND STREAM BUFFERS o _ RAMP ~ ~PAMPSTER ,`~j ~y \ 855000.28 2051725.89 N 854986.31 t~,~''~ ~ ~ \ E 2051852.94 P ~ r ~ O r~' I , ~ ~ Q. N 854982.01 E 2051732.51 1 ENTRANCE v . ~2/ . ~ '~~j ~ a ~ ~ ENTRANCE ' ; ss' DG~ENED o C - SI V ? ? LOADING DOCK CONCRETE ROLL UP DOOR SIDEWALK ISOLATION - ' _ o p 5 uA OF 30STS o ~ c LEGEND ~ JOINT O BLDG. & DUMPSTER' • ' E DWG. C1 6 - ~ ~ 1~ CTRICAL EXISTING NEW DESCRIPTION ' . ~ PROPOSED ADDITION PA~~ ~ ~ ° 10' 10'x10' TR NSFORME PAD G 70 F.F.E. = 318.50 ~3TRANCE ' • • U ~ A / GRAVEL PAVEMENT ADPS~R N '962.04 - t~ E 2 51692.95 ~ 1$ r ' ASPHALT PAVEMENT FFE=318.43 X FFE=318.55 N 854963.9 I Q CONC. • ' % - • ' CONCRETE PAVEMENT I FFE= 318.49 18 49 E 2051668.54 PAD ANC. PERENNIAL N r' • 0 1 'AD 1 ~ N 854932.03 SEAM BUILDING OR STRUCNRE ~ / N 854952.94 E 051711.15 ~ x 100.0 x 100.0 RANDOMI GRADE ELEVATION I E 2051684.03 I I EQUIP. RM. c FFE: 314.50 I 0 -~40 _ ~INV 95.0 INVERT ELEVATION - 1 1 ~ 1q0 ~ GRADE CONTOUR ED(~ OF TREES i ~ _ 4 ~~~c DOSIING STRUCTURE OR UTILITY 1 = ~ FOR EQUIPMENT LOCATION. LAYOUT A D TO BE REwIOVED DIMENSIONS SEE.MECHANICAL DRAWIN 3 MIEIR (WI) OR GRATE INLET (q) FFE= 318.51 X MANHOLE (MH) - - - _ _ _ ENTRANCE Z ._r- - - - -/~1 BOI •CONCRETE LANDIN HYDRANT H I 4 ~ L t POST INDICATOR VALVE (PI1~ , BOILER ; , BOILER I DITCH SWALE SEE STRUCTURAL LANDING AND STAIRS N X97.70 - - -1, S- - - -i PROPERTY UNE TURAL DRAWI g E 1705.81 / 6 '-i •-i DISTURBED UYIT'S FOR PROPOSED ADDITION LOCATION, LAY DIMENSIONS SEE ARCHITECTURAL DRAWIN EXISTING ~ ~ ` J. LAYOUT AND \ / ~ =SD- ~ ~gp~ STORM DRAINAGE UNE EXiSTI INDUSTR iRAWINGS. FP S"-- FlRE PROTEC110N UNE JDUSTRIAL ~ =PW= ~ ~pyy~ POTABLE WATER BUILDIN 3UILDING ~--RD-~ S--RD-S ROOF DRAIN F.F.E. 3 318.50 S--UP -S S-- UP POWER UNE -UNDERGROUND LIMITS OF DISTURBE` NFj.~ NG S-- NG NATURAL GAS LJNE AREA (TYPICAL) SF --i SILT FENCE Q ~ '--S TREE PROTECTION FEN( CUENT ~ PROPOSED LIGHTING O. r~rra~r:~ ~jar,~!'~.e ni FFE=318.51 s ~v~' n a;~- ~ ~ 1~ y ~,A N',/`i I ~~~A, f BASE POINT No. 1 `~a~ ~,i N 854797.68 NOTES: E 2051555.59 1) SEE DRAWING C1-06 FOR GENERAL NOTES. DRAWING 111LE BASE POINT No. 2 N 854769.41 2) ALL DIMENSIONS ARE FROM FACE OF WALL E 2051738.45 UNLESS NOTED OTHERWISE. 3) INTERMITTENT STREAM IS TO BE PIPED. PERMITTING FOR PIPING OF ORGANON TEKNIKA ROOF=338.4 X INTERMITTENT STREAM TO BE HANDLED VIA A SEPERATE SITE PLAN SUBMITTAL PRE-CONSTRUCTION NOTIFlCATION (PCN)/NAl10N WIDE PERMIT X39 (NWP39) FOR THE EXPANSION OF A CULVERT WITHIN A JURISDIC110NA LAYOUT & PAVING ~ ROOF=353.4 X INTERMITTENT STREAM. PLAN ASPHALT ALT ROOF=349.5 X CONC. PROJECT LEADER; R. ETZKpRN DRAWN BY: J. JOHNSON DSgV. BY• J. JOHNSON 1~~ {i. GRAPHIC SCALE CHECKED BY Rp~g o ,o O'NEAL JOB: 2ppgpp3gg eo SCALE: 1" = 20' DATE: ~~~g~~ ( nor ~~r 1 inch = 20 f~. CAD FlLE: 20060039601-03 a SHEET: n 7 THE BUSINESS OF PROJECT DELIVERY N IN 2 \ > ; \ INV.' 298:90 3000 RDU Center Drive Suite 200 Morrisville, NC 27560 Tel: 919.840.9500 -Fax: 919.840.9522 ow www.onealinc.com rn THIS DRAWING IS THE PROPERTY OF b O'NEAL, INC., AND IS NOT TO BE i N ~ REPRODUCED, COPIED OR USED FOR ANY \ 1 1 b Z PURPOSE OTHER THAN CONSTRUCTION OF m ~ M ~n GRATED INL T THIS PROJECT WITHOUT THE WRITTEN p ~ CONSENT OF O'NEAL, INC. M ~ 1 - - ° TOP 309.60 O G~ • ~ . INV W (S) 04.70 INV OUT (N) 298.75 23LF.-12" RCP b SEAL• ~ - 9 3~9~ MATCH EX. SLOPE wx Wa i ~ . / j j~ / 348. i i ~ ~ c ~ ~ ~ ~ ~ ~ ( ~ J ~ OUTLET MODIFlCAl10N ~ ~ ~ ~ INV. + -307.5 ~b _ i / \ \ ~ ~ N 3 ~ N ~ ~ 3~1~ ~ ` ~ ~ ~ .rte / ~ ) ~ ~ ~ - - - - - - - WE~ANDS (TD, E~Tj IL (SEE DWG. C1-06) \ ~ ~ ` ~ \ \ \ \ \ M I_ ~ l ~ \ \ ~ EXITSTRUC110N / / ~ / / ~ WEIR ~ ~ \ \ IN NOT / TOP 309.35 SO 313 INV. 304.50 ~ ~ \ ~ ~ l ~ ~ l ~~06- ~ ~ ~ ~ / / ~ ~ / ~ ~ ~54~ 1 SEAL• \ ~ / / FE CE / 314 M / ( ~1/ ~ ~~I 1 ~ ~ 30~~~ ice/ I.E. 306.4 C~~, \ ~ / ~ ~ ~ ~ I ~ \ ~ ~ ~ /~~a ~ ~ x314.20 ~2•. / co i 1 r M ~ ~ Hw / ~ / SoR~A C ~ l I M I ~ ` ~ ~N~ ~ ~ x314.40 ~ / 2' SHOULDER 307.23 i ~ / I ~ ~ ~ / \ \ i ~ 3~9 ~1~ X14.00 / ~ / 30g~~1 HW~4 4 1 / ~ / ~ ~ ~ / ~ / ~ / / / 6" UNDERDRAIN ~ ~ ~ 3 9.38 ~ / / S ~ SEE RAIN GARDEN DETAIL ~ - ADD 1 C.Y.-57 STONE - ~ ~ 312 ~ ~ 313 f9~ I ~ ~ ~ / AT ROOF DRAIN OUTLET ~ ~ ~ / 311 ~ ~ ~ ~ ~ ~M~• ~ _ ~ / 8'X12' RAIN GARDEN ~ ~O~'~n~ ~ / X313.60 / ~ / DATE: N0: APPR: REVISION I ~ li I i I / / . ~ INV. ~ ~ 312.40, 10.65 ~ ~ ' / SEE DWG C1-06 ~ ^~p IL L8 UO V Kt IJJUtU rVK IGVIVJIKUI.IIVIV 1 i~ ~ ~ ~ 1/29/07 1 RE ISSUED FOR PRICING ~ / --~~G- /i~ INV~~~ ~ ADD 2 L.F.-24'RCP / - - ~ ~ ~ . ` 307. T%~ISTING PIPE / \ I / \ 2/20%7 2 RE DRB COMMENTS / 3/02/07 3 RE UPDATED SITE PLAN ~ ~ , 2 RG _I.E. 311.5 \ / 4/16/07 4 RE FOR APPROVAL ~ ~ ~ i ~ ~ ~ _ - - - - 313 STONE RING-57 STONE \ \ ~ 5/31/07 5 RE FOR CONSTRUCTION AT ROOF DRAIN OUTLET ~ l~ - - X314_5 13.70 x 314- ~ 312.X9Bo~ / / ~ ~ ~ I~ \ 6/19/07 6 RE REVISED STORM SYSTEM AND ADDED RAIN GARDEN v ~ ~ ~ o - T~P 312.70 . ~ 4' WIDE ~ INV. 309.70 ~ 3'2'°" ~ ~ ~ LIMITS OF ~CONSTRUC710N ~ ~ ~ \ ~ / ~ / I ~ I I\ ~ ~ ~ ~ ~ I I ~ ~ ~ I / r`~Ge APPRO~` IJ~~ `L~ LOC. 8" DIP 4~ ~ ~ . ~ R TRAPEZOIDAL SWALE > 8" DIP ~ -f ' > APPROX. a `~o CLEAN OUT a~ LOC. 8" DIP I.E. 31 .5 00 316.60 RAMP t Ik 312.5 ~s 314 ~ i - 0 316.50~T~~ R 10 PVC R \ w / c~0 0 o v . ~ 314. S 18.E YARD INLET ,(G \ ~ ~ t~ L APPROXIMATE .E. 2.5 •S~ n I I I w~~ ~ ~ ~ ~ ~ ~ LOCATION . ~ j • • _ ao ~ _ REMOVE 8" DIP AND ~ `~jA I.E. ~R I I ~ ~ ~ I\ ~ I M M REPLACE WITH 8 DIP (t80) ~ ~`SO • 36' LF TlkEN~CHI ° I o ~ ~ 1 ` ~ I I ~ ~ ~ II M DRAfN O QSX \ I I \ \ \ ~ ~ I / I / \ 1~ ~ ~ ` _ \ \3 _ \ U ~ ~ / _ U jkE~7CH BOTTOM ~ ~ ~ ~ ~ I ~ ~ MATCH TOP C FFE=318.43 X FFE=318.49 MATCH TOP OF ~ 3 ~ TOP CONC. PROPOSED ADDITION ~ ~ 4.1 I.E. EE 311.75 ~ ~ ~ I~ ~ ~ ~ ~ \ ~ 1 F.F.E. = 318.50 13.50 318.50 X - _ _ _ ~ I Q 314.10 4.00 \\III \ \ \ \ FFE=318.55 ~ 314.20 ~ \ X 314.1 II \ \ 13.8 ~ 1 ~~1 1I ~ ~ / / , \ \ \ ~ w ~ i ~ ~ ~ J~ M o ~ ~LF yitENCH ~ ~ ~ ~ \ ~ \ - ~ \ \ ~ rn 1 EQUIP. RM. x vw ~ a ~ DRAIN b 0.5R ~ ~ ~ ~ ~ ~ I FFE: 314.50 g ~ ~ ~ I M FFE 318.51 X \ L------- _ 3~ .40 14.X?56 ILER 314.4 I ~ ~ 1 ~ ` / / - - - ~ - ILER B01 R 3}2.5 ~ I I 1 - _ _ ~ ~ _ - \ ~ ~2D 317 I.E. 312.5 3 4. 0 c~~ I `~A TERLE3CN~ 13 I a 317.5 cn ~ co `r . . ~1 ~ ~ /31 ~ \ \308- ` 1 ~ ~ ~ ~ \ ~ - 8" PV \ ~ ~ ~ I ~ ~ ~ EXISTING STING I.E. 317.0 ' INDUSTRIAL STRIAE 1 ~ CIJENT: BUILDING F.F.E. = 318. =DI3 8.50 ~ LIMITS OF DISTUR~ED ~ AREA (TYPICAL) ` \ M / ~ / / / ~ / i i .E. 311 ~ \ \ \ ~ ~ ~ \ to ni ~ ~ ~ ~ ~ ~ / ~ K°~S: ~ / ~ 1) SEE DRAWING C1-06 FOR GENERAL CONSTRUCTION NOTES. i ~ / i ~ ~ \ ~ ~ ~ \ \ 2) SEE DRAWING C1-06 FOR SEDIMENT AND EROSION CONTROL FFE=318.51 , ~ ~ , / , / / ~ \ ~ ~ NOTES. YARD INLET ~ ~ ~ ~ ~ ~ \ \ \ \ \ ~ ~ TOP 316.75 ~ ~ 3) STORMWATER CONTROL CONSTRUC110N DRAWINGS APPROVAL I I N V 315.25 12 CMP SD ~ ~ ~ FROM COUNTY ENGINEERING ARE REQUIRED PRIOR TO LAND-DISTURBING PERMIT ISSUANCE. INV. g~7 ~ S~ / ~ 313.50 4) A STORMWATER PERMIT IS REQUIRED PRIOR TO ISSUANCE OF CERIIFlCATE OF OCCUPANCY. ~ ~ \ \ L ~ ~ 3 I DRAWING TITLE YgRD INLET \ \ ~ 1 \ ~ TO~a 309.35 ~ 1 ~ ` I'i~^~\3~2-~` ~ INV. ~N10T ACCESS BILE _ / r 3~8~ ~ I / ~ ~ - ' \ 313.-- _ - ORGANON TEKNIKA ~ ~ ~ ~ , ~ 314 - - _ SITE PLAN SUBMITTAL / ~ I / ~ ~ ,~o~ / ri r i GRADING, STORM DRAINAGE ROOF=338.4 X - ~ i & EROSION CONTROL i ROOF=353.4 X \ \ ~ / ASPHALT PLAN ALT ROOF=349.5 X CONC. PROJECT LEADER: R. ETZKORN \3~ DRANM BY: J. JOHNSON 4~ DSGN. BY: J. JOHNSON CHECKED BY: J. ROGERS O'NEAL JOB: 200600396 ,~'r.1 SCALE: 1" = 20' ~r ' ~ ~.~i. fin, GRAPHIC SCALE o ,o ~ DATE: 11/8/06 ~ ~ 4~. /r ~ , CAD FlLE: 20060039601-04 ~ i~,. o-~~y ~ ~ t . a ( W FEET ) SHEET: ~n 1 inch = 20 ft. f,! LANDSCAPING NOTES GENERAL CONSTRUCTION NOTES: 3" DIA. WOOD POST 3" DIA. WOOD POST 1. AREAS TO BE GRASSED SHALL BE DEFINED AS ALL AREAS OF THE OR METAL PICKET WIRE FABRIC OR METAL PICKET SITE WITHIN THE GRADING LIMITS AND NOT OCCUPIED BY PAVING. 1. PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL VERIFY 11. PAVEMENT SECTIONS SHALL C0 THAT ALL UNDERGROUND PIPES AND UTILITIES HAVE BEEN SHOWN AND CONCRETE SURFACE COURSE P THEIR LOCATION AND ELEVATIONS ARE INDICATED CORRECTLY. IF CONCRETE BINDER COURSE OR 4LL CONSIST OF A HOT LAID ASPHALTIC CRUSHED STONE SURFACING. OR STRUCTURES. GRASSING SHALL MIRAFl 100X OR APPROVED iRSE PLACED ON A HOT LAID ASPHALTIC INCLUDE FlNAL SHAPING. LIMING, FERTILIZING. SEEDING. AND GEOTEXTILE FABRIC UNCHARTED OR INCORRECTLY SHOWN PIPES OR UTILITIES ARE FOUND, COURSE, AS SHOWN ON THE D THE OWNER'S REPRESENTATIVE SHALL BE NOIIFlED BEFORE STARLING WITH A PRIME COAT OF CUT-B CONSTRUC110N. RATE OF 0.30 GALLON PER SQ 2. THE CREST AND TOE OF ALL SLOPES SHALL BE ROUND AND SMOOTH TO BALL BE TOPPED WITH A TAC PERMIT EASY OPERATION OF GRASS MOWING MACHINES. GALLON PER SQUARE YARD. T COURSE SHALL BE TYPE I-1 A 3. THE SLOPE RAT10 OF FILL AND CUT SLOPES SHALL BE 3:1 UNLESS W~TM TME "NORTH CAROLINA NOTED OTHERWISE. STANDARD SPECIFlCATIONS FOR 5E OR ON A STABILIZED AGGREGATE BASE MULCHING. FABRIC AND WIRE FABRIC SHOULD THE DRAWINGS. THE BASE SHALL BE TOPPED 2, FERTiUZE TOPSOIL FOR PLANTING GRASS WITH COMMERCIAL CUT-BACK ASPHALT MC-30. APPLIED AT THE FERTILIZER CONTAINING 10 PERCENT NITROGEN, 10 PERCENT o EXTEND TO BOTTOM OF DITCH sO THE BUSINESS OF PROJECT DELIVERY ER SQUARE YARD. THE BINDER COURSE I ie A TACK COAT APPLIED AT THE RATE OF 0.10 PHOSPHOROUS AND 10 PERCENT POTASH AT A RATE OF 25 GRADE UNE M N BACKFILL AND COMPACT DITCH ih I RD. THE HOT LAID ASPHALTIC SURFACE POUNDS PER 1,000 SQUARE FEET. APPLY AGRICULTURAL LIMESTONE GRADE LINE IIII = IIII U 1' MIN. DEPTH uNE N -1 AND SHALL BE CONSTRUCTED IN COMPLIANCE AT A RATE OF 90 POUNDS PER 1.000 SQUARE FEET. LIMESTONE 1LINA STATE DEPARTMENT OF TRANSPORTATION SHALL BE GROUND DOLOMITIC LIMESTONE ACCEPTABLE AS IS FOR ROADS AND STRUCTURES", LATEST AGRICULTURAL LIMESTONE CONTAINING NOT LESS THAN 859L TOTAL 4. THE FlNISHED EARTH SURFACE SHALL BE COVERED WITH TOPSOIL TO EDITION SECTION 645. THE HO A DEPTH OF NOT LESS THAN 4 INCHES IN TURF AREAS AND 18" IN COURSE SHALL BE TYPE H AN PLANTER AREAS USING STOCKPILED TOPSOIL. THE FINAL GRADE 1MTH THE "NORTH CAROLINA S SHALL BE AS SHOWN ON THE DRAWINGS. STANDARD SPECIFlCATIONS FOR HE HOT LAID ASPHALTIC CONCRETE BINDER CARBONATES. LIMESTONE SHALL MEET THE REQUIREMENTS OF THE = I I I I I I I I U 3000 RDU Center Drive H AND SHALL BE CONSTRUCTED IN COMPLIANCE NORTH CAROLINA DEPARTMENT OF AGRICULTURE. Suite 200 Morrisville, NC 27560 JNA STATE DEPARTMENT OF TRANS'PORTAl10N IS FOR ROADS AND STRUCTURES". LATEST 3. GRASS SEED SHALL CONSIST OF A BLEND AS INDICATED BELOW. Tel: 919.840.9500 -Fax: 919.840.9522 EDITION SECTION 640. THE ST 5. GRADING SHALL CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN i;OURSE SHALL BE TYPE B AN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FEET. FINAL GRADED COMPLIANCE WITH THE SAME S SURFACE UNDER BUILDING SLABS SHALL BE WITHIN A TOLERANCE OF HE STABILIZED AGGREGATE BASE THE TOTAL POUNDS OF SEED PER ACRE SHALL BE THE SUM SIDE VIEW 3' DEPTH www.onealinc.com B AND SHALL BE CONSTRUCTED IN TOTAL SHOWN BELOW FOR ALL VARIETIES OF SEED INDICATED. SIDE VIEW THIS DRAWING IS THE PROPERTY OF AME SPECIFICAl10NS~ SEC110N 520. ALL SEED SHALL CONFORM TO STATE SAWS AND. TO ALL ~ ~~-O~ ~ O~-Op O'NEAL, INC., AND IS NOT TO BE 1/4 "WHEN MEASURED WITH A 10' STRAIGHT EDGE. 12. ALL DIMENSIONS SHOWN ARE F CURB. EXCEPT AS NOTED. 3~ DIA. WOOD POST REPRODUCED, COPIED OR USED FOR ANY ARE FROM FACE OF STRUCTURE OR FACE OF REQUIREMENTS AND REGULATIONS OF THE NORTH CAROLINA DEPARTMENT OF AGRICULTURE. OR METAL PICKET PURPOSE OTHER THAN CONSTRUCTION OF 6. ALL EXISTING TOPSOIL SHALL BE STRIPPED FROM AREAS WHERE MIRAFI 100X OR APPROVED 3" DIA. WOOD POST THIS PROJECT WITHOUT THE WRITTEN ORANGE MESH FENCING FABRIC CONSENT OF O'NEAL, INC. GRADING, EXCAVATING. AND FILLING ARE TO BE BONE. STOCKPILE 13. CONCRETE PAVEMENT SHALL BE ALL BE PLACED IN ACCORDANCE WITH THE TEMPORARY SEEDING GEOTEXTILE FABRIC OR METAL PICKET AS MANUFACTURED BY TENAX OR TOPSOIL AT CONVENIENT LOCATIONS APPt20VED BY THE OWNER'S "NORTH CAROLINA Sl`ATE DEPA REPRESENTAl1VE AND AS SHOWN ON THE DRAWINGS. SPECIFICATIONS FOR ROADS AN 7. ALL FILL USED FOR RAISING THE SITE GRADE OR FOR REPLACEMENT AND SHALL HAVE COMPRESSIVE DEPARTMENT OF TRANSPORTAl10N STANDARD SCHEDULE PLANTING APPROVED EQUAL DS AND STRUCTURES", LATEST EDITION. SECTION 700 NUMBER SEED NAME RATE DATES SEAL• ESSIVE STRENGTH, fc~ OF 4500 PSI AT 28 DAYS 0 TRESSPASSING OF MATERIAL THAT IS UNDERCUT SHALL BE UNIFORMLY COMPACTED IN AND FLEXURAL STREN3TH OF 5 8" LIFTS TO AT LEAST 95 PERCENT OF THE STANDARD PROCTOR 14. ELEVATIONS ARE BASED ON EXI MAXIMUM DRY DENSITY (aSTM D 698). UNLESS OTHERWISE NOTED. SUPPLIED BY THE OWNER AND THE UPPER 18 INCHES OF' SUBGRADE FILL BENEATH PAVEMENTS AND I OF 550 PSI AT 14 DAYS. ONA PROTECTORA 1 ANNUAL SUDAN GRASS 40 APRIL 1- ~N EXISTING TOPOGRAPHIC INFORMATION AUGUST 15 ARA LOS ARBOLES AND SHOULD BE VERIFlED IN THE FlELC. ROHI81D0 ENTRAR FLOOR SLABS SHALL BE COMPACTED TO 98 PERCENT OF THE SAME 15. UNLESS OTHERWISE NOTED SEE SPECIFICATIONS. IN ACCORDANCE WITH THE "NO 8. ALL FlLL MATERIAL SHALL 8E FREE OF ROOTS AND ORGANICS AND TRANSPORTATION STANDARD SP D. SEEDING AND MULCHING SHALL BE PERFORMED 2 BROWN TOP MILLET 50 APRIL 1- I E "NORTH CAROLINA STATE DEPARTMENT OF AUGUST 15 1RD SPECIFlCATIONS FOR ROADS AND STRUCTURES", 3 RYE GRAIN 55 AUGUST 16 - EARTH AREAS DISTURBED BY CONSTRUCTION ANNUAL RYEGRASS 15 MARCH 14 JG OR PAVEMENT. Q II U I - -I IIIII-IIIi GRADEUNE l I-IIII-IIII APPROVED BY THE GEOTECHNICAL ENGINEER. ROCKS LARGER THAN 6 LATEST EDI110N~ ON ALL EARTH - I I = I I I GRADE LINE - I I I I U - I I I- - I I I I u- = I I I I SEE PROTECTION SIG = I I ~ ~ u - I I I I= INCHES IN DIAMETER SHALL NOT BE PLACED IN THE UPPER PART OF NOT COVERED BY BUILDING OR FlLL. 4 FRONT VIEW FRONT VIEW 9. THE SURFACES OF STRUCTURE AND PAVEMENT SUBGRADES THAT HAVE PERMANENT SEEDING DETERIORATED OR SOFTENED FROM OVER EXPOSURE TO ENVIRONMENTAL DETAIL OF SILT FENCE ETAI AIL OF TREE PROTECTION FENCING SEAL• CHANGES OR CONSTRUC110N ACTIVITY SHALL BE PROOFROLLED. 17. ALL ROADS AND PARKING LOTS LOTS SHALL HAVE A MINIMUM 5'-0" WIDE ~ COMMON BERMUDA (HULLED) 20 MARCH 15 - SCARIFlED AND RECOMPACTED (AND ADDITIONAL FlLL PLACED. IF GRASSED SHOULDER. KENTUCKY 31 FESCUE AUGUST 14 60 NOTES: N.T.S. NO1ES: NO1ES: N.T.S. NECESSARY) IMMEDIATELY PRIOR TO CONSTRUC110N OF THE FLOOR OR 1. INSTALL SILT FENCE BEFORE CONSTRUCTION IS STARTED. 1. INS 2. CONSTRUCT SILT FENCE AS ABOVE OR USE PREFABRICATED MAI SILT FENCE (MIRAFl 100X) OR APPROVED EQUAL. 2. INS / SIG 1. INSTALL FENCING WHERE SHOWN ON DRAWING AND PAVEMENT. 18. A SUBSURFACE EXPLORATION O QORE PROPERTY SCIENCES. THEI ZION OF THIS SITE HAS BEEN PERFORMED BY 2 KENTUCKY 31 FESCUE 80 AUGUST 15 - MAINTAIN UNT1L COMPLETION OF GRADING. 10. EXCAVATIONS THROUGH FLOOR SLAB AND PAVEMENT SUBGRADE SOILS FOR INFORMATION ONLY AND IS S. THEIR REPORT IS AVAILABLE UPON REQUEST COMMON BERMUDA (UNHULLED) 30 MARCH 14 \ND IS NOT A WARRANTY OF SUBSURFACE 2. INSTALL SIGNS AT 50'-70' INTERVALS. DO NOT NAIL (SUCH AS UTILITY TRENCHES) SHALL BE PROPERLY BACKFlLLED IN CONDITIONS NOR IS IT A PART PART OF THESE SPECIFlCATIONS. RESEEDING CRIMSON CLOVER 20 SIGNS TO TREES. COMPACTED LIFTS. (RURAL AREAS) RYE GRAIN (RURAL AREAS) 20 CONCRETE CAP 4. ALL REQUIRED LIME AND FERTILIZER SHALL BE THOROUGHLY AND EVENLY INCORPORATED WITH THE SOIL TO A MINIMUM DEPTH OF 6" DIA. SCH. 40 STEEL PIPE (FlLL W/ CONCRETE) 4" BY DISCING OR OTHER APPROVED METHODS. IN AREAS S'~l~G/ SURFACE TO BE PREPARED IN ACCORDANCE INACCESSIBLE TO POWER EQUIPMENT. IT SHALL BE INCORPORATED WITH SSPC-SP3 AND PRIMED WITH 2 MILS one: N0: APPR: REVISION DFT OF ALKYD ENAMEL PRIMER THEN PAINTED ~Z~Ze/os o rse ISSUED FOR CONSTRUCPON SEDIMENT AND EROSION COI TR OL N O 1. LAND DISTURBING ACTIVITIES SHALL BE ACCOMPLISHED IN A MANNER 8. SILT REMOVED FROM AROUN AND SEQUENCE THAT CAUSES THE LEAST PRACTICAL DISTURBANCE TO BEHIND SILT FENCES SHALL TE S ~ ~TM TME SOIL BY USE OF HAND TOOLS AND ROLLED. SOIL SHALL BE LEVELED OFF. RAKED SMOOTH. AND ROLLED FOR RECEPTION ~ WIiH 3 MILS DRY FlLM THICKNESS OF SAFETY i~Z9~o~ i rse ISSUED FOR PRICING OF SEED. ~ YELLOW ALKYD ENAMEL PAINT z/zo/m z Re DRB COMMENTS ~o ~~y~G 3/02/07 3 RE UPDATED SITE PLAN 4ROUND INLETS. OUT OF SILT BASINS AND/OR 5. SEED SHALL BE APPLIED BY AN ACCEPTED METHOD U1IUZING A 3• 4/16/07 4 RE FOR APPROVAL THE SITE AND SURROUNDING PROPERTY. AND MIXED WITH THE TOPS0 2. PRIOR TO BEGINNING ANY CLEARING/LAND DISTURBING ACTIVITIES, OPERATIONS OR SPREAD ON MAIL BE PLACED ON THE TOPSOIL STOCKPILE MINIMUM OF 2 PASSES AT RIGHT ANGLES. RAKE SEED LIGHTLY TOPSOIL FOR LATER USE IN THE LANDSCAPING INTO THE TOP 1/8" OF SEED BED. PROTECT SEEDED AREAS ~1i 5/31/07 5 RE FOR CONSTRUCTION AD ON Tl-IE PROPERTY AS DIRECTED BY THE GLINT'S 6/79/07 6 RE FOR CONSTRUCTION THE CONTRACTOR SHALL INSTALL PERIMETER SILT FENCES AND THE CONSTRUCTION REPRESENTA INLET PROTECTION. ~ 9. ANY GRADED AREAS LEFT E 3. ON SITE EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED AS ~TMOUT CONSTRUCTION SH REQUIRED BY LOCAL AND STATE AUTHORITIES AND AS SHOWN ON THE SEED MIX. SENTATIVE. AGAINST EROSION BY SPREADING STRAW AT A UNIFORM RATE ~ - ~ .EFT EXPOSED FOR A PERIOD OF SEVEN DAYS OF 2 TONS PER ACRE. TACK STRAW WITH ASPHALT TACK COAT. )N SHALL BE SEEDED WITH TEMPORARY MANUFACTURED EROSION CONTROL MATS MAY BE USED IN PLACE OF STRAW MULCH. 6" MINIMUM DRAWINGS. 10. PRIOR TO PAVING AND PRIO 4. ALL INLETS SHALL RECEIVE INLET PROTECTION DURING CONSTRUCTION. SHALL CLEAN AN~D~OR FLUS 5. SILT FENCES SHALL BE INSPECTED. CLEANED AND REPAIRED AFTER SILT SHALL BE CL ANED FR EACH RAINFALL OR A MINIMUM OF ONCE PER WEEK. REACHES A DEPTH EQUAL T 6. MAINTENANCE OF EROSION CONTROL MEASURES IS OF PARAMOUNT PRIOR TO FINAL INSPECTION, THE CONTRACTOR 6. MAINTAIN GRASSING AS REQUIRED TO ESTABLISH A SATISFACTORY FLUSH SILT FROM ALL STORM DRAIN PIPES. STAND OF GRASS. FOR PURPOSE OF GRASSING. A SATISFACTORY CONCRETE ED FROM STORM DRAIN PIPES WHEN THE SILT STAND OF GRASS IS DEFINED AS A FULL COVER. OVER AREAS TO N.S.A. R-2 (1.5" - 3.5") lUAL TO ONE-QUARTER THE PIPE DIAMETER. BE SEEDED. ALIVE AND GROWING. AND LEAVING NO BARE SPOTS COARSE AGGREGATE LARGER THAN 3/4 SQUARE YARDS WITHIN A RADIUS OF 10 FEET. IMPORTANCE TO CLIENT AND THE CONTRACTOR IS RESPONSIBLE FOR '-0" GEOTEXTiLE UNDERLINER TO BE COMPLYING WITH ALL ERASION CONTROL MEASURES SHOWN ON THE 1 MIRAFl 600X OR APPROVED ~ _ PLANS. ADDITIONAL EROSION CONTROL MEASURES SHALL BE INSTALLED MAX. EQUAL IF DEEMED NECESSARY ~Y ON-SITE INSPECTIONS. UNDERGROUND UTILITY NOTES 7. THE CONTRACTOR SHALL MAINTAIN THE EXISTING PAVEMENT ON THE ANTI-VORT PROPERTY IN A CLEAN CONDI110N AT ALL 11MES. ANY MATERIAL PLATE -VORTEX CMP RISER 1. UNDERGROUND PIPING TO HAVE MINIMUM 3'-0' COVER. 3• 6• 3• E TRASH RACK 2 ALL FlRE PROlEC110N PIPING TO BE PROTECTED AGAINST DAMAGE TO FOLLOW SPILLED ON THE EXISTING PAVEMENT SHALL BE IMMEDIATELY A q NPFA A248-3 CRUSHED STONE CONSTRUCTION EXIT REMOVED. A 3. ALL DIMENSIONS SHOWN ARE FROM CENTER LINE OF FlRE PR01EC110N LINE, N.T.S. D(CEPT AS NOTED. GUARD POST D CONSTRUCTION SEQUENCE 4. CONCRETE 1HRUST BLOgCS OR 11E RODS TO BE INSTALLED WHERE REQUIRED N.T.S. AS PER Flrl GLOBAL DATA SHEET 3-10. 5. 11E RODS TO BE STEEL VYITH A MIN. ALLOWABLE WiORKING STRESS OF 40 K.S.I. iD BOTTOM OF SIGN R7-6 PROVIDE ON SITE EROSION AND SEDIMENT CONTROL AS SHOWN #4 BARS AS REQ~D. AND A MIN. YIELD STRESS OF 70 K.S.I. RODS SHALL BE COATED WITH ASPHALTIC ~ RESERVED SIGN R7-8 ON THE DRAWINGS, AND AS REQUIRED BY STATE AND LOCAL BASE MASTIC TO PREVENT CORROSION. 11E RODS TO BE SAME DIA AS FLANGE AUTHORITIES. PROCEED IN THE ORDER LISTED BELOW. BOLTS. PARKING 1. INSTALL PERIMETER SILT CONTROL FENCE AND PLAN 6. FLUSH ALL FlRE PROiEC110N PIPING ACCORDING TO NFPA 24, SECT. 8-8 TO REMOVE ~ ~ SIGN R7-8D SILT FENCE AT STORM DRAIN INLETS FOR PROTECTION FOREIGN YATIER FROM PIPING. m UNTIL PERMANENT STABILIZATION IS ACHEIVED. 1 ~4"STEEL 7. UNDERGROUND FlRE PROlEC110N AND DOMESTIC WATER PIPE SHALL BE AWWA 0151, STEEL ANTI-VORTEX CLASS 51 DUCTILE IRON PIPE WI1H AWWA 0110 FlTTINGS~ AWWA 0104 CEwIENT MORTAR. MAXIMUM o 2. CLEAR AND GRADE SITE. OF DIMENSI 3. INSTALL BIORETENTION SWALE. TO TRASH iIMENSIONS TO CONFORM ~ COATED UNING~ AND AWWA 0111 GASKETS. INSTALLED IN ACCORDANCE WI 24. RASH RACK SECTION. PENALTY o E TO BE CONTINUOUSLY $250 FlNISH 4. SEED AND MULCH SLOPES WITHIN TEN DAYS OF COMPLE110N OF PLATE TO THAT PHASE OF WORK. SEED AND MULCH ALL OTHER DENUDED WELDED TO QED TO TRASH RACK. A-A 9. ALL FlRE PROlEC110N EQUIPMENT AND MATERIALS WHERE APPLICABLE. SHALL BE Fbl AREAS WITHIN 14 DAYS AFTER FlNISHED GRADES ARE ESTABLISHED. APPROVED AND 1HE INSTALLAl10N SHOULD BE IN ACCORDANCE WI1H ec~o-ni GRADE •p" ~ 2p I~ANUFACIURERS RECOIrIMENDAl10NS AND FM GLOBAL RECOI~IYENDED (SOD ,2• 5. REMOVE SILT FENCE AND ACCUMULATED SILT PRACTICES. 12' AFTER PERMANENT STABILIZATION IS ACCOMPLISHED. #4 BAR 10. HYDROSTATICALLY TEST PIPING AT 200 PSI FOR 2 HOURS PER NFPA 24 SECT 8-9.3. TESTING PRESSURE FOR 1HE FlRE PROTEC110N SYSTEM SHALL NOT SIGN R7-8 SIGN R7-8D IX(~ED ALLOWABLE PRESSURE AS PER MANUFACTURERS RECOMYENDAl10N AND o NFPA 24, SEC110N 8-9.3.. SIGNS AP UNDER GENER H s° 4' M JS APPROVED FOR USE ~GEND AND BORDER -GREEN 11. PROVIDE WARNING TAPE ABOVE ALL PRESSURIZED U1ILITY LJNES. GENERAL STATUTE 20-37.6 SITE SYMBOL ON BLUE BACKGROUND q~prT; BACKGROUND -WHITE A A TAPE SHALL BE SOLID BLUE, 6' WIDE POLYETHYLENE, 4 MILS THIgC WITH METALLIC CORE. TAPE SHALL BE PRINTED 'CAUTION-U11UTY o BURIED BELOVY'. HANDICAP PARKING SIGN N.T.S. ~ ~~,,,te ni EXTEND VERTICAL #4'S 1'-0" INTO TOP OF RISER ~ I I 310.90 6° PONDING ~p~ 310.40 4° MULCH RISER _ 310.07 THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCAl10N, iz' SIZE AND/OR THE ELEVATION OF THE EXISTING UTILITIES AS SHOWN IIJI IILII IIIII IIIII illll QN THESE PLANS IS BASED ON EXISTING RECORDS AND WHERE POSSIBLE CONSULT HORTIWLTURIST FOR I_I I I I I_I I I I 1=1 I I I 1=1 I I I 1=1 I I MEASUREMENTS TAKEN IN THE FlELD. THIS INFORMATION IS NOT TO BE U STONE RING - 57 STONE SELECTION OF NA71VE GRASSES 11=1 I I I 1=1 I I I 1=1 I I I 1=1 I I f~EUED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT PVC 2' FILL S01 'ILL SOIL MEDIA II=IIIII=IIIII=IIIII=IIIII=III ~FiE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS PRIOR TO ANY SECTION INV. 311.00 EL 310.90 EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF UTILITIES. IT SHALL ~3E THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING i l I I 1=L=1 I I I 1=1 I I I 1=1 G11LIT1ES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN B A S I N EL. 310.40 ~ = = II _ ON THESE PLANS. 51N RISER RASH RACK =11111=11111=11111= =11111=III _ AN i~ A O EX. 5' DIA RISER ANTI-VORTEX ASSEMBLY 1=11111=11111= II~IIII II- N.rs. 11111-11111=1111 11111= 11111= ` ~ 11=11111-11111-11111-11111=III 3oe.o~ ORGANON TEKNIKA - - II-1111 II-11111-1 i - I _ _ _ - _ = = I I ~ ICI ~s oR ~ ~ SITE PLAN SUBMITTAL DER VII I- VII I Q TOP EL. 309.60 -I = ~ - I I J I I- - - _ _ - =VIII IIII=~~~~I WASHED MISCELLANEOUS DETAILS EX. 5' DIA RISER INV. IN 304.70 f1L FlLTER ~ ~ AND NOTES TOP EL. 309.35 INV. OUT X98.75 75 IIIII~II IIIIII- STONE INV. EL. 304.50 2' FlLL SOIL MEDIA =I IL EX ~EXISi1NG ROADWAY III II=1 ~.o~ -VIII III= GE07ECHNICAL I ~I NOTES: ILI ~ ~=11T11- FlLTER FABRIC 7, RAIN GARDEN TO BE INSPECTED YEARLY BY ~ PROJECT LEADER: R. ETD(ORN 1= I I I I I_I I I I I~ I I I =1 I I I I== - - = I I I~ I I I I- I I I I III=I REGIS,~RED PRO~SSI«~AL EN~N~R. f BY - - DRAWN BY: J. JOHNSON I~IIII~IIIII~I~~I1L-VIII-II-I I~IIIII_I I-I I-I - - -IJ1I RAIN GARDEN TO BE MAINTAINED AS RE~,IR =VIII= BY YEARLY INSPECTION RENEW AND GOVERNIN 6• DSGN. BY: J. JOHNSON EX. DETENTION n~ ~ POND E I I I I~I I I I=- I EX. 58 LF.-36' cep IJL= I~ I-1 - - NERNRNG ERFORATED PE ~EgCED BY: - d ROGQtS 1-1ll.~I I I I I-I I I I II I V I I I=I I I I I-I I I I I=I I I I ~ILI I I=III REGU~T«~Y BAY. FlLTER FABRIC CORRUGATED UN RAIN PIPE o'NEAL JOB: 200600396 -I III I-I III I_ I I I I=I III I=I III I~ III I-I I I I - 3. RAIN GARDEN DE~GNm TO ,SEAT 7~ SOU ~ EQUIPMENT PADS. SQUARE FEET BY AMERICAN SEE PLANS FOR AMElER ~p~; AS NOTED HOECHST CORP. onh: tt/s/a ~ ~ REPLACE 24 RCP OR ;P OR II = _ _ =III -I~ 4. FlLL-SOIL MEDIA TO CONSIST OF: - - 85-88X SAND. A WASHED MEDIUM SAND IS ND IS SUFFlgENT. CAD FlLE: 200600396Ct-O6 ~ ~ 1 CMP WITH LIKE MATERI Z~~Bj ~ REMOVE 6' DIA. RISER SEE PIPE BEDDING DET ~-~s~~~~~v~ ry STRUCTURE. INSTALL TRASH SEE DWG. C1-07. MATERIAL. - - 8-12R FlNES. FlNES INCLUDE 80TH CLAY AN AY AND SILT. IG DETAIL 6' UNDERDRAIN (TYP) 3-57G ORGANIC MATTER. PEAT MOSS IS REC SEE PLAN DRANANG FOR UNDERDRAIN LOCATIONS 5. MULCH TO BE DOUBLE SHREDED HARDWOOD. S RECOMMENDED. TYPICAL SEC710N p~ SHEE~ '4~1~~ RACK AT END OF 24" PIPE. y SEE TRASH RACK DETAIL. RAIN GARDEN DETAIL OUTLET STRUCTURE MODIFICA CATION DETAIL N.T.S. N.T.S.