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HomeMy WebLinkAbout20061376 Ver 1_Site Plan_20060926l ~ l i NOTES 1, SEE DWG 00-C-30-99-00 FOR SURVEY/MONUMENTS, 0 2, SEE DWG 00-C10-00-01 FOR LEGEND, w w /nom N v Z ~ > 6'-0" MIN, Q 0 J ~ Z Z~ io o: MIRAMESH FACE WRAP 0 ~ / ~ Q h W O W ~ Z ~ O WELDED WIRE BASKET ~0 n J Q ~ QZ ~ Q W ~ Z~ ~ 9 WRAP FACE BASKET DETAIL Q~ o SCALE; N.T.S. mN W N ~ W W ~ 2~ ~X Qw w~ 2 ~ w o t~ w ~ WIRE MESH BAS WIRE MESH BASKET w ~ FACING SEE B~ ~ o FACING (SEE BASKET DETAIL) w ~ o ~ w o VEGETATION - VEGETATION U ~ cn x o ~ ~ 3'-0" w 1 w ~ o 3'-0" MIRAMESH GR REINFORCEMENT c~i> U o FACE WRAP r~ cn p 00 z~ a Q N 0 w ~ ~ ~ ; ~ ~,,A'~ . U z ° _Q / ~ o ~ wz o Op ,w o ~ ~ NOTE; ZQ 1, REFER TO FROEHLING & ROBERTSON, INC SOILS BORING REPORT DATED w~ 0 WRAPPE ~ w o WRAPPED FACE REINFORCED STEEPENED 09-21-06, FIGURE 10, FOR CONSTRUCTION SEQUENCING DETAILS. ~ ~ 2.1 SL( 2;1 SLOPE FACE CROSS SECTION No U ° 2, EXISTING GRADE SECTION SHOWN PER "LIMITED" BNK TOPOGRAPHY IN AREA ? Z o DATED 09-05-06. w~ ~O ~ ~ o = w o A SECT ON ~N ~ ~ ~ W ~ SCALE; NONE Z m 0 ~ 0 F- O ~ Z ~ 0 ZU 0 " o Up wZ =Q f- 0'- ~Q U~ wZ - ~ ~ ~ ~0 J W r1 W 03 ~ wz I ° ~ o~ zp QU RTH RE NFOR E OP P NO SL E EN~AR N GED ~A ~o Qo > w 2 ' 40, , 0 U 0 0 60 Z ~ = 20'-0„ 0 O NOTE Z ~ 1, TOPOGRAPHY IN AREA, PER TOHS AERIAL, IS NOT G~, 0 ~ CORRECT AREA IS IN PROCESS OF NEW SURVEY Qw ~m 00 ~z zm r ~w ~U wZ ~w X24 PLANT Ow ~Z wp ~U zz • Q- 1880 Waycross Road zw 0? Cincinnati, Ohio 45240 UQ Zw w~ ~m UQ 0 0 NOVARTIS VACCINES & DIAGNOSTICS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA PROJECT; U FC DES, DES, REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION HK. HK. NAME DATE TITLE; GAB A 09-22-06 DESIGN STATUS MTB CIV ORIGINATOR L DRAWN NRTHRIF P EN R CED S~ E ~ DISC, LEAD PROD. ENG. P N T IN DEPT. MGR. QUALITY SCALE PROJECT NUMBER DRAWING NUMBER REV O~Pv NONE 2X01 1-XX 00-C-60-99-01 A CADD FILE No. 00-C-60-99-01.DWG 0 ~ ~ OUTLET RISER, SEE w TYPICAL POND RISER DETAILS '1' DWG, 00-C-30-99-21 ~ 20'-0" ZQ I TYP, 0 - - r- ~ T------ T----~ T---- J - T - - - - ~ 330,00 ~ Z i SPILLWAY ® 7,1 z I I SEE DETAIL 1 (THIS DWG, I ( I I 1 Z~ 1 I ~ 3 ~ T/DIKE I ( I I I I I I iE0 GRADE T/DIKE ~ ~ EL, 322.0 EXIST, GRADE FUTURE PEAK ATTENTUATION PROPOSED GRADE Q Z I I I I T SPILLWAYI I STORAGE EL316,75 TO EL 320 / I I EL 3220 ~w ~ ~ 320 r- - - - ~ - - - - - - F- + - EL. 320,0 0 w ~ - - - - - - - - I- - ~ - - - _ ~ _ _ 3 (TYP,) ~ w P - - - - - - - ~ - - -I 320.00 1 Z ~ 12 EMERGY, DRAIN ~ 1 11 I ~ ~ ~ _ i ~ - I - i - - - - ~ - ~ - - - I I I I - ~ 0 WITH SLIDE GATE VALVE ~ ~ Q ANTI-SEEP COLLAR, SEE ~ I I I I I I ~ PERMAN NT P Q ~ - - - - - - w I INV, EL 308,0 I DETAIL 2 THIS DWG, i I ~ p ~ ~ E OOL EL. 314,0 Z ~ B/POND 310 ~ - - ~ 128 SLF_~0__RCP I I Qo! - _ _ - ---F---- -----I--- - ~ r ~ EL. 308,0 I, FUTURE WATER ~ - - -r - - ~ 1310,00 B~POND I l QUALITY STORAGE I w v> I EL, 308,0 ~ w 30" RCP PRECAST ~ EL 314 TO w ~ I EL 31 75 I = w ~ CONC, FLARED END ~ 6, ~ x i F TURE GABION BAFFLE ;FUTURE FOREBAY , p w ~ ' S E DETAIL THIS DW(~ ~ CUT OPf TRENCH ® ~ ~ w 300 - - - - - - - - - - - _ _ - - 1 - - - - - - OUTLET PROTECTIO - - ~ - - - - ~ Z N _ ~ DIKE 5'-0" WIDE, 4'-0" DEEP ------~----J300.00 2.1 SLOPES w p 0,00 50,00 100,00 150,00 200,00 250.00 300,00 350,00 cn Z GUTO~F TRENCH ~ 350,00 400,00 450,00 ~ ~ 0114E 5'-0" WIDE, EXIST, t;RADE w ~ 4'-0" DEEP - 2:1 SLOPES w SECTION B-B U ~ ~ w 290 - - - - - - - - - - - - - - HORIZONTAL SCALE; 1 = 40 -0 w ~ INV. EL. 296,0 VERTICAL SCALE: 1" = 10'-0" nU ~ ~ ~ BENCH AND KEY IN FILL ~ p TO EXISTING (TYP,) p0 z~ Q~ N'~ - - - - w Z 2so - - _UQ >Z w - SECTION A-A p ~ HORIZONTAL SCALE: 1" = 40'-0" ~w ~ Q VERTICAL SCALE; 1 " = 10'-0" Z~ w0 ~0 U ZZ w- 2~ HQ p Qw = v~ cn W Zm O 9'-0" 0 o? II zU 0 8," THICK 3000 PSI U p I CbNCRETE COLLAR wZ I 2Q < / I ~ i 0~ ~ ~ ~ ~ Q ~ 130' RCP 21 IN. THICK GROUTED CLASS B RIPRAP U~ < ~i IN ACCORDANCE WITH NCDOT SPEC. 1042-1 w Z ~ ~ " m ~ o ~ #5 ® 12 EW ~O ~ ~ I ~ I N W ~ ~ OI Z I p~ ~ - w0 / N i / < . , ~ J w2 L z , ~ ~ ~ ~ ~ ~ p~ ~ ~ G A ~ i i i i Z 1 x \ \ wZ i ~ ~ ~ ~ ~ ~ ~ 1 ~p ~ L ~ ~ - - - - - - 3 - w ~ NI I p ~ N t~UM 10 OZ./S.Y, " Z O NONWOVEN GEOTEXTILE 15 -0 QU ~0 Qp >w OU Z ~ 2 DETAIL 1 p DETAIL 0 O SCALE: 1" = 4'-O" ~ SCALE; i" = 4'-0" ~ Z~ I Ow Qw ~m 00 u. Z i Zm L ~ ui ~U wZ ~w 0" ~z n. O U zz a- Zw 0? 1880 Waycross Rood UQ w Cincinnoti, Ohio 45240 Z~ ww ~m UQ 0 p NOVARTIS VACCINES & DIAGNOSTI CS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA PROJECTS F DES, DES, REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION ~ HK. NAME DATE TITLE; A 09/20/06 DESIGN STATUS ORIGINATOR lU - I L DRAWN ~ m W r r` T NI N IM N P T N ~ DISC, LEAD vi PROD, ENG. N o ` DEPT. MGR. ~ QUALITY CC7 Q) SCALE PROJECT NUMBER DRAWING NUMBER REV P O~ NOTED 2X01 1-XX 00-G-30-99-21 A / / i NOTES i, SEE DWG 00-C-30-99-00 FOR SURVEY/MONUMENTS. 2. SEE DWG 00-C10-00-01 FOR LEGEND, O q w w 00-C-99 0 _ , ~ - O z Q - Q JO ~ W Z tY ' Z~ 03 ~ + - 6~-O'~ MIN, CQz < W ~g ~ a MIRAMESH FACE WRAP O w ~w ~ Z~ J ~X" J Q Q Z 0 0 0 0 0 0 0 0 0 0 0 0 pw Z~ Q ~ ~l' WELDED WIRE BASKET m W N ~ (Y N W_ w WRAP FACE BASKET DETAIL ~ I ~ X I SCALE; N,T,S, pW ~ i ! ~ w~ 1 ~ ~w O wp i wZ = I W ~ ~ ~ ~ I ~ I ~W ~ I U ~ ~X ~w w~ ~ ~ i ~ ~ 2 cn U . ! r~ 1 D WIRE MESH BASKET cn p I I FACING (SEE BASKET DETAIL) po ~ z~ VEGETATION Q~ ~ wZ U_Q 3'-p.. >z MIRAMESH GR REINFORCEMENT FACE WRAP w- p p ~w Q Z~ wo ~w ~ . ~ ~ _ ~0 Z U l~ - I' -z ~ r w- ~ ~ NT ~Q 1, REFER TO FROEHLING & ROBERTSON, INC SOILS BORING REPORT DATED Qp WRAPPED FACE REINFORCED STEEPENED 09-21-06, FIGURE 10, FOR CONSTRUCTION SEQUENCING DETAILS, 2N ~ ' 2:1 SLOPE FACE CROSS SECTION Zm ~ 0~ ~O pZ ZU O A Up wZ SET N 0 =Q SCALE; NONE 0~ ~ ~ ~ U ~ l r wZ ~ ~ / - m~ ~ ~ pw / w~ w2 WZ_ H cn p , ; I - w r' i p~ ~ i 1i i Z~ Q ~ i i U % ~ ~ i ~ - ~ I i- I ~0 Q ~ ~ / % OU ~ z~ ~ ~p / ~ ~ I / ~ i ~i 00 ~ z~ GF Ow F R OPE - EN R P R IN 0 CED SL LA ED LAN E w SOUTH Qm N ~ O 0 20' 40' 60' O z „ 1 = 20'-0 Z_m ~w QU 02¢ wz ~w d~ PLANT 0" ~Z ~0 ~U zz e Q- z° 1880 Waycross Road 0? Cincinnati, Ohio 45240 UQ Z~ ww ~m UQ 0 p NOVART~S VACCINES & DIAGNOSTICS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA PROJECT: U S F OES. DES, REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION HK HK, NAME DATE TITLE; RI I T R IVIL 0 G NA 0 A 09 20/06 DESIGN STATUS cAe DRAWN S UTH R I F P 0 E N OR CED SLO E B 09/22/06 DESIGN STATUS DISC. LEAD PROJ, ENG. P N LA & S TI N DEPT. MGR. U V ALI I Y SCALE PROJECT NUMBER DRAWING NUMBER REV ~P NOTED 2X01 1-XX 00-C-60-99-02 B O CADD FILE No. 00-C-60-99-02.DWG ~ v ~ p 0 k N A N L T r~, / ~ 1, SEE DWG 00-C-30-99-00 fQR SURVEY/MONUMENTS 2. SEE DWG 00-C-30-99-01 fOR LEGEND 0 ~ I- r g1 ~ ~ / ~ 3, SEE ~tAWING OO-C-30-99-22 FOR POND RISER SECTIONS, ELEVATIONS, do DETAILS, W St 4, SEE DWG 00-C-30-99-12 fOR BASELINE A CROSS SECTIONS THROUGH WET DETENTION POND (TO _ / ~ N SS ~ , BE FURNISHED AT A LATER DATE), U ~ ! ~ A~ 5 PLANTINGS MdSTALI.EO FRAM THE EDGE OF THE LITTORAL ZONE UPF~II T4 THE TOP OF THE POND Z ~ s~ ~ Q C~ ~ STRUCTURE, (PLANT DENSITY 1000 STEMS/AC), Q ~ C s' JO W Z ~ ~tk ~ _ ~ rN 1 Z H ~ 51 03 1 Qz ~ / ~w ,..i 3 I ~w Z~ ~ J Q Q Z p W Z Q ~ CD N W N ~ W W ~ ~X pw w ~ w wp ~z ti 51 w~ k w l~ ~ w ` NX ~ ~W W~ r / ~ vU N = i ~ ENERGY, SPILLWAY p GROUTED RIP-RAP p0 ~ z~ L _ Q ~I L ~ ; FUTURE w z O GABIONS UQ i k >z ~i ~ w- 1 pp ,w Z w~ / f ~0 ~ 6 / ~ ~ ~ C-30-99-0 0 U zz w_ ~ / ~ I,E. 32 ~o / i Qp = W ~ ~ / ~ cn w zm ~ ~ ~ 0 ~ 0 / ~ oz P z~ ' D N i 0 " ~ SEE TE 3 Up ~ / ~ wZ 0 ~ J i / 0~ ~ ~ ~Q ~ ~ / ~ / ~ wZ / ~ / m~ 0 ~0 / i pJ ~ O W = p3 i ~ ~ i Wz ~ ~ ~p ~ - W ~ p~ / z0 ~ / QU ~ ~ ~ ~ OUTLET ~ ~ ~ ~ 0 RISER / / Qp >w ~ a U / / / ~ / Z~ wp 00 ~ ~ z~ ~ ~ r ~ F Ow ~ . Qw a m ~ ~ ~Q ~ Oz m LL i ~ ~ ~ Zm ` / / ~ . . D 50' 1OG' 150' ~ ~ / ~ ~ QU / wZ / ' N- / ~ ,Z ~w ~ / ~ / ~ I ~ ~ 05 OZ / ~ PLANT ~0 / v, U ~ / / ~ ~ zz ` / Q- / / ~ ~ p / ~ Zw ~ 0 ~ ' ~ ~ 1880 Wa cross Road ~ ~ Y 0 ? ~ ~ PRO CTION ~ ~ Cincinnati Ohio 45240 i UQ ~ / ZW i / i W ~ ~ / ' i ~ . ~m ~ N 7 / . ~ / UQ / 0 ~ / f~ . p ~ / s~ ~ / / ~ _ / / i is ~ / / i . , NOVARTIS VACCINES & DIAGNOSTICS / / . i~. . / 475 GREEN OAKS PARKWAY ~ / / ! , HOLLY SPRINGS, NORTH CAROLINA x~ ~A Mp: i!'T'1 I PROJECT: F ~ DES, DES, REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION CHK, CHK, NAME DATE TITLE: ~ >e n ORIGINATOR (U~ A 09/20/06 DESIGN STATUS L DRAWN ` T x ~ DISC, LEAD PROJ. ENG. N - LAR PA N L TN TI P N N IICDT A/(`D QL/ L- I I IV UALITY V SCALE PROJECT NUMBER DRAWING NUMBER REV ~P NOTED 22C01 1-XX 00-C-30-99-20 A O 6'-4" 1'-4" 8" 5'-0" 8" B 0 1 /4" 2'-3 1 /2" 1 /4" 00-C-30-99-22 F w ~ A s ~ N W NJ ~ N 00-C-30-99-2 ~ _ _ _ - _ ~ ~ _ "B" SEE TABLE 9 Z ' _a Qo W ~z ri'~ /~%i ~ ri z~ , ~ , r~,(~r ~~i ~ ~ ~ ~ ~#r~ ` ~~yC~~ 0- i _3 ~ FLARED END SECTION Q z D END SECTION r,~,~, r, r ~i, r~~,~~ ~~,i~ r~~,i, r~ ~ w ~ Q. ~ 00 2.. ~ r~ ~ ~ ~ RIP RAP ((SEE TABLE J~1 ri v ~ ' Ti Ti~?~ /i 1 11 ~ , ~ ~ n#C ~ y PER N„DOT SECTION 1042 O W - - - - - - 2 ~ w - 6 ~ 12" E.W. ~ SIDE INLET ~ ~ r 7/ ri ~/~7/~~/~ri~,/~l/y~~ W ~ ~ri~~/~r~~~~7ijr,i,~" 4r/~7~V~ ~ i Z FLOW LINE ~ w - _ - - J Q ~ J a J Q #6 ®6 E,W, m a ri / r'r Ti 1r,/~ ri,~;,/~ Ti~,/~ Ti m ri ri ri i rr~ ' ' y- ~ I f.' ~ _ QZ Q ~ w I GRATE - ~ ~ - , i Q , ~ ~ ` ~ ~ ~ d ~ ~ k ~ ~u'u Z~ w - Sri~r,~~ri~`',/~~`ri~~ilTi ~/~ri~, a f- Sri,~;~/~Ti~,/~r-,1!;,/~,i,~~/,Ti~~i l~~/,Yi,, ~ h~~ ~ i~ a ~ JtT ~ n~ ~ _ ~ ~ ~ W Q~ PR AT - - - w EC S Tiy~/~r'~~.~~ri~-~ T~~~~/~r~~/~Ti fn r ~ ~ ~ }3 ~ o RISER _ _ a - m WN I I i ' ~ ~ W W to s ~ i < , PIPE 6 GRAVEL x Q w N W ~ I ~ ~ ` ~ Yt#~ ~ ~ COMPACTED SUBGRADE Ti Ti~ ii~,/~ Ti,~,/~ Ti~, Z w ~ ~ M KOR-N-SEAL PIPE ~ , I T MANHOLE CONNECTOR ~r~ ~ ~ ~r~ ~ ~ 7 1 \ cn Z ~ O ti W ~ N 1 ~ . ~ ~ _ - CONCRETE < ~ W ~ INV.EL, 308,00 s ~ w 2% RIP RAP SECTION B w _ _ rs,. cn U 2 -3 1 /2 t , ~ ~ . T/CONCRETE SCALE; 3/4" = 11-0" ? ~ < • I • O 1, • , ' . . . . rt.' EL, 30733 OUTLET PROTECTION PLAN TABLE #1 Q r n •.c , r.t '.i, OUTLET A B C D CLASS OF RIP RAP 01 6' 181 201 12" B ' ~ , k' c ~ < _UQ • 02 3' 8' 9' 9" A 03 31 8' 9' 9" A r ~ .t ~ ~ is <~<• .a.• w CAST-IN-PLACE < i s,•.• , ~ . , 04 12' 23' 26,5' 18" 1 05 101 181 91 12" B Z Q W ~ PLAN ~o ~ ~ SCALE; 1/2" = 1'-0" ~0 U ~ ZZ 9-0 TAIL 1 DE w- SCALE; 3/4" = 1'-01/ ? 2~ Fp o TYPICAL POND RISER DETAIL Q W _ z m SECTION A 0 ~ SCALE; 1/2" = 1'-0" N ~0 oz Z U „ " 0 SEE TYPICAL POND RISER DETAIL 11 4 6 11 1'-8" 31-011 11_811 Up wZ ' z I Q T/BASIN T/BASIN 0 ~ ~ T/BASIN EL, 320,67 EL. 320,67 ~ Q El, 320,67 w U T WIER w Z EL. 320,00 EL. 320,0 EL, 320,00 m ~ B/WIER ~ 0 WIER B/WIER ~ w EL, 319,2 EL, 319,2 W w = r ~ - - ~ 0 - ~ ~ -1 I~' - z ~Z ~ ~o -w o~ Z 0 INV. EL 316,75 a~ ~o Qo > w 12"0 ORIFICE OU Z ~ INV, EL. 314,00 00 Z w 4"0 PVC PIPE FOR 0~ E= FUTURE SKIMMER Qw m PERMANENT POND, ~ ~ ~ ~ - r- ~ 0 SEE DETAIL 0 z - ~r--- - 30"~ RCP OUTLET zm r ~w ~U w w 4"0 PVC PIPE FOR SEDIMENT BASIN ~ ~ SKIMMER, SEE DETAIL ? OW ~z INV, EL. 308,00 a 0 INV, EL. 308,00 ~n U • ? Z T/CONCRETE Q T/CONCRETE T/CONCRETE 1880 Waycross Road ~ ~ EL, 307,33 EL. 307,33 Zw EL. 307,33 Cincinnati, Ohio 45240 0? UQ w Z~ wW ~m UQ 0 0 J _J _J _ ,J Q Q Q ~ !Q- J~ J~ J o NOVARTIS VACCINES & DIAGNOSTICS U~ U d~ a ~ a w E TYPICAL POND RISER OETAIL ~ vWi w SEE TYPICAL POND RISER DETAIL ~ N SE _ ~ w TYPICAL POND RISER DETAIL _ SEE 475 GREEN OAKS PARKWAY - w~ w~ ~ ~ HOLLY SPRINGS, NORTH CAROLINA ~o W~ N~ Z Z ELEVATION B& C o Z ELEVATION D a ELEVATION A o a _ ~ a SCALE; 1 /2 = 1 -0 O /1 1 " ~ a E; 1 2 = 1 -o PROJECT: F scAL / ~ ;;y SCALE; i /2 - 1 -0 DES, DES, APPROVED REV DATE REVISION DESCRIPTION NAME DATE TITLE: g . q REV DATE REVISION DESCRIPTION HK. HK . L ORIGINATOR ~ A 09 20 06 DESIGN STATUS DRAWN ° r: DISC, LEAD a ~ - P ~ AI N I TIN L PROJ. ENG. Q nrn-r ~ inn i uLri. rvivrt. QunurY I ~I SCALE PROJECT NUMBER DRAWING NUMBER REV i ~P NOTED 2X01 1-XX 00-C-30-99-22 A O 8„ 5,-0„ 8.. B 1 /4" 2'-3 1 /2" 1 /4" 0 F 00-C-30-99-22 ~ A s ~ N W N J _ 00-C-30-99-2 ~ - - - - "B" SEE TABLE 1 F- r . , Z _Q i- > Q ~0 wZ n J' n~ i~r~~,i~ ri I z~ ri ~ riY' Ti r~,~~/~ 1i , - I 0 ~ I FLARED END SECTION i / ~i / 1' ~~i ~ i "'i ND SECTION r,~~i~ r~~-i, %~?~r~~,~, r~,i, ~ i QZ ~ ,~p~~~ ~ ~ r h#~ RIP RAP T ~ w ~ r~ yi, rayy i, r~ r~~ i~ r~~,i (SEE ABLE #1) ~i~~ii'_ ~~i~~i ~r~~r ~ ~ r ~ PER NCOOT SECTION 1042 - - - - - 2 2 r~ r~ r~ ~ w IDE INLET - ~6 ~ 12" E,W. S FLOW LINE ~ w w - _ - z~ 7i Ti~ i~ri ,/~riJyr~,/~ri W ~ ~riV~/~r'V'-/~Ti~V; r~, °1 i Jp ~ a 6 6" E,W, m a ~Q ~ a 1 V \ y~ m ri ri Ti,f i iii / Til'',/ t~ / ~ ~>,~i r~~,i r~. r~ ~i '1 ~ a¢ _ I'F~¢ _ H ~ Q , I~~f~ , ,RAF ~ ~ , ~ _ it~ ~ ~ r , ~ Q Z GRATE ~ - - - - - - - ri Ti~ ri~-i ~ ri~Y',/~ rid- o F- ~ ri~y/~ Til!~-/, 7i~ / i~./, T ~ i ; riV',/~ Ti~~ , i~ pw f w Z~ w r~~,i r~~ i r%~~i~, r~~`' r~ to N Q~ " PRECAST ~ r 3 ~ o RISER - - a m ~ ~ ~N I ~ < W W ~ i < ~ • _ ~ PIPE t~-, ~ ~ ~ r~,(~ 6 GRAVEL ~ X i ~ - N Q W ~ ~#f~ F r#~~ ~ r F ~ n r~~,~, r~~,~, r~~,~~r~~,,~~ r~~,~~ r~ w~ F- w ~ I - _ - - KOR-N-SEAL PIPE H ` ~ ,t#~~ ~ n#~~ ~ COMPACTED SUBGRADE i ~/~Tij /~Ti,~'/~~,Ti,~-/~Ti w ~ ~ TO MANHOLE CONNECTOR ` r~ y r~ ~z ( N w ~ ~ CONCRETE [ n#~~ - - - w w INV•EL, 308,00 ~U m ~ c,. ~w 2% s RIP RAP SECTION B ~ ~ ~ - - - - - - < <; [ T CONCRETE SCALE; 3/4" = 1'-O" ? ~ . . EL. 301,33 F , OUTLET PROTECTION PLAN TABLE #1 OUTLET A 8 C D CLASS OF ~ 1 Q ~ ` ~L .at ,1.•„ 1. o:'.a <[; •1: ~ G ` RIP RAP 01 6' 18' 20' 12" B Z 02 3' 8' 9' 9" A 03 3' 8' 9' 9" A ~ w CAST-IN-PLACE • 04 12' 23' 26,5' 18" 1 ~Q 05 10' 18' 9' 12" B W~ P N LA ~ p " ~ SCALE; 1 /2 = 1 -0 ~0 Z U 9'-0" DETAIL ~ -Z w~ SCALE; 3/4" = 1'-0" ~0 TYPICAL POND RISER DETAIL QQ =w ~N Nw SECTION A m Q i-- SCALE; 1/2" = 1'-0" N 0 oz Z U 11" 4'-6" 11" 0 SEE TYPICAL POND RISER DETAIL Up wZ 2 ~ Q ~ I T/BASIN T/BASIN EL 320,67 0 ~ i T/BASIN EL 320.67 Q EL, 320,67 U ~ T/WIER W Z EL. 320,00 EL, 320,0 EL 320.00 m~ ~ 0 ' - WIER B/WIER B/WIER cn w i EL. 319,2 El, 319,2 ~ ~ ~ 0 - - w= ~ Q ~ ~ - ~ _ _ w ? ~I ~ ~o Q~ Z p INV. EL. 316,75 QU ~0 QO > w 12"~ ORIFICE 0 U INV, EL 314,00 Z~ 00 Z w 4°0 PVC PIPE FOR 0~ f- FUTURE SKIMMER Q w ~ m (PERMANENT POND), _ _ - - - ~ AIL ? - - ~ ~ ~ 0 SEE DET 'fir---- 0 _ ~i 30"0 RCP OUTLET Zm ~ ~w ~U w w 4"~ PVC PIPE FOR SEDIMENI• BASIN ~ ~ SKIMMER, SEE DETAIL ? 0'~ ~z INV. EL. 308,00 • a.0 INV, EL. 308,00 ~n U Z Z N R E T/CUNCRETE T/CONCRETE 1880 Waycross Road EL. 307,33 Cincinnati, Ohio 45240 Q T/CO C ET EL. 307,33 Z 0 EL. 307,33 0? U~ z~ W w ~m UQ 0 0 J J _ ~ _ a ~ a a w ~t ao Jril U0 U NOVARTIS VACCINES & DIAGNOSTICS U~ p,~ aw ~ SEE TYPICAL POND RISER DETAIL 475 GREEN OAKS PARKWAY a ~ w SEE TYPICAL POND RISER DETAIL ~ w w SEE TYPICAL POND RISER 'DETAIL ~ N ~cn ~ w~ w~ wo HOLLY SPRINGS, NORTH CAROLINA Z ELEVATION B & C o E EVATION D Z ELEVATION A o " " a ° ~ SCALE; 1 /2 = 1 -0 " ~ " PROJECT; F SCALE: 1 /2 1 0 SCALE; 1 /2 = 1 -0 0 AT TITLE; DES, DES, APPROVED REV DATE REVISION DESCRIPTION NAME D E , o ~ REV DATE REVISION DESCRIPTION HK. HK. IVI L ORIGINATOR ~D ti ~1 A 09 20 06 DESIGN STATUS DRAWN a DISC, LEAD ~ - T~I L P IN N PROD. ENG. t1F'PT AAf:R QUALITY w i SCALE PROJECT NUMBER DRAWING NUMBER REV F`P NOTED 2X01 1-XX 00-C-30-99-22 A O r 41., t+r . Z^ i o w OUTLET RISER, SEE ~ TYPICAL POND RISER DETAILS _ ! DWG, 00-C-30-99-21 ZQ f=- > 20,_0» TYP, ~0 330~_~-_ - - r-----T- - - - - - ~ 330.00 w Z ' SPILLWAY ®7 1% T ~ ~ r ~ - ~ ~ ~ ' Z z ~ ~ ~ SEE DETAIL 1 ~fHIS DWG, I I I f I f-- I ~ ~ 3 ~ ~ T DIKE I I I ~ / I I I FUTURE PEAK ATTENTUATION PROPO I PO I I Q Z 1 I fil. 322,0 ~ EXIST, GRADE SED GRADE - I I I T/SPILLWAYI I STORAGE EL 1316.75 TO EL 320 1 ~w SED GRADE T/DIKE I EL, 322 0 ~ 320' - - - - ~ = - - - - - _ El, 320.0 ~ ~ ~ ~ ~ -----------L-- ~ - - - 3 (TYP,) 0~ ~ I - - - -I 320.00 1 Z ~ 12" EMERGY, DRAIN I ~ 1 I ~ ~ - - - - - - - - ~ ~-~-~-L-~-~! = I ~ 0 WITH SLIDE GATE VALVE - - _ ~ I I _ ~ Q ~ ~ ANTI-SEEP COLLAR, SEE ~ I I l 1, Q Z ~ DETAIL 2 THIS DWG, - - - - - - p u,, INV, EL 308,0 ~ I 1 ~ I PERMANENT POOL EL. 314,0 Z ~ I I I B/POND 3101- - - 128 SLF~O.-JiCP- - - ~ Q~ EL 308,0 ' - - I I I ~ ~ FUTURE WATER ~ - - + - - - 310,00 8/POND w v, 1 I I QUALITY STORAGE I I EL. 308,0 ~ w I ~ 30" RCP PRECAST ~ ~ EL. 314 TO s ~ ~ ~ ~ ` EL. 316.75 ' I I I CONC, FLARED EryD ~ X ~ F TURE GABION BAFFLE fUTURE FOREBAY ~ w ~ I S E DETAIL THIS DW I I 300---- - - I CUT OFF TRENCH ® ~ - - - - - - ~ - - 1- - - Z OUTLET PROTECTION - - - - ~ _ DIKE 5'-0" WIDE, 4'-0° DEEP - - - - - - - J 300,00 2;1 SLOPES w ~ ~ 0,00 50.00 100,00 150,00 200.00 250.00 300,00 350,00 cn Z CUTO F TRENCH 350,00 400,00 450,00 ~ ~ ~ DIIgE 5'-0" WIDE, EXIST, GFtAADE w ~ 4'-0" DEEP - 2.1 SLOPES ~ SECTION B-B N w 290 - - - - - - - - - - - - - - - HORIZONTAL SCALE; 1" = 40'-0" ~ ~ INV. El. 296.0 VERTICAL SCALE; 1" = 10'-0" ~U ~ ~ BENCH AND KEY IN FILL ~ 1 TO EXISTING (TYP,) 00 z~ Q~ w Z 280 - - - - _ _UQ >z w - SECTION A-A ~ ~ HORIZONTAL SCALE, 1 ° = 4 " Nw 0 0 Z Q VERTICAL SCALE; 1" = 10'-0'~ w~ ~0 ~ ~0 U zz w~ ~0 ~o Qw _ vi ~ ~ v> w Z m 0 ~ 9'-0" ~0 i _z o ~I zU 0 8`' THICK 3000 PSI U ~ ~ ; CbNCRETE COLLAR =Z < ~ ~ ~Q it 0~ ~ ~ L ~ ~ << ~ r ' 30" RCP 21 IN. THICK GROUTED CLASS B RIPRAP w Z IN ACCORDANCE WITH NCDOT SPEC, 1042-1 ~ ~ 1" m - o ,~5 0 2 EW i ~ 0 < I w ; ° z o~ / - W O N ~ ~ < 1 ~ / / w= L z ~ J 03 ~ ~ ~ ~ z 1 ~ ; ~ ~ ~ wz i ~ ~ ~ ~ ~ ~ %J1 ~o ~ < ~ - - N w ~ ; - - - - 3 TYP. MINIMUM 10 OZ./S,Y, ~ ~ u Z 0 NONWOVEN GEOTEXTILE 15 -0 QU ~0 Q OU 1 z ~ DETAIL 2 ~ DETAIL 1 ~o 0 0 SCALE; 1" = 4'-0" ? SCALE; 1" = 4'-0" ~ Z~ ~ ~ Ow Qw i ~ m ~ ~ 00 wZ Zm " ~w ~U wZ ~w d~ 0" ~z a. 0 ~n U ZZ Q- Zw • 0? UQ 1880 Waycross Road Cincinnati Ohio 45240 z~ ww ~m UQ 0 0 NOVARTIS VACCINES & DIA GNOSTICS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA REV DAT DES, DES, E REVISION DESCRIPTION APPROVED REV DATE REVISI N PROJECT; F U r..~-~ HK 0 DESCRIPTION HK r r., ~ NAME DATE TITLE; ~ m A 09/20 06 DESIGN STATUS / ORIGINATOR _ ( vl L IT DRAWN ~z T W NI N IM N P N ~ DISC, LEAD a: 0 PROJ, ENG. ~ ~ N O ~ DEPT. MGR. QUALITY SCALE PROJECT NUMBER DRAWING NUMBER REV OAP NOTED 2X01 1-XX 00-C-30-99-21 A ~ J~ ~ a o ~ x N RA N L T r~ ~ v 1, SEE DWG 00-C-30-99-00 FOR SURVE`f/MONUMENTS 0 ~ I- ~ gt 2, SEE DWG 00-C-30-99-01 FOR LEGEND 3, SEE DRAWING 00-C-30-99-22 FOR POND RISER SECTIONS, ELEVATIONS, do DETAilS~ ~ ~ r~ 4 / SEE DWG 00-C-30-99-12 FOR BASELINE A CROSS SECTIONS THROUGH WET DETENTION POND (TO W SS / ~ BE FURNISHED AT A LATER DATE), F" fn ~ ~ 4 0 ~ t ~ A~ 5 PLANTINGS ~ISTALLED FRAM THE EDGE OF THE LITTORAL IONS UPI~LL TO THE TOP OF THE POND s Z . Q STRUCTURE, (PLANT DENSRY 1000 STEMS/AC)~ ~ ) ~r Q 0 SS J t / A ~ Z Y 51 K Z= 'I ~ V 1 ~ 5 0~ H ~ <Q< Z ~ <W ~ C OW LLW \ Z ~ ~,n J Q Q Z pw Z~ Q ~ CD W N V7 W W 2~ F- d X pw w ~w W p z bl w~ Q k ~ a- 1~ wW cn X / ~w w~ vU / ~ ~ I EEidIERGY, SPILLWAY an p ~ P- uN p Eo ~ ~ R 0 R z~ ~ Q~ - l _ ~ ~ ~ FuruRE w Z 0 caAaloNs UQ k / ~ >z I ~ W _ i ~ pp .w zQ w~ ~ / / ~0 ~ ~ ~ ~ ~ G-3~-99-0 ~0 ~ / U zz / ~ w I,E. 32 0 / ~ Qp =w ~ ~ ~ / / ~N / / ~ W zm ~ ~ ~ ~ 0~ ~ / / ~0 pz p z~ ' o ~ ~ ~ 0 " ~ SEE TE 3 Up ~ / ~ wZ 0 / ~ ~Q J / ~ i 0~ ~ ~ ~Q ~ ~ / wZ - ~ / ~ ` p / i ~0 pJ ~0 ~ W = i ~ p3 i Wz ~ ~ ~ 0 N° ~ / p~ z0 QU ~ ~ / / i s~ / ~ ~ ~ ~ OUTLET ~ b / F~,~, ~ 0 RISER Qp / , ~Y ~qa , >w ~ OU ~ ~ps9TF / rRQ~ z~ / ~ q ~'ir ~~ry / ~'s wp 0 0 \ z~ ~ a ~ F OW . Q w ~m ~ i ~ w~ i i ~ 00 m z i zm ~ i ~ . . ~ ~ o ~o' ~ oo' I so~ ~ ~ ~w ~ ~ ~U / ~ ~ ~o' wW ~ / ~ / ~ ~ '24 ~ ~ i Y ~ . ~ 0 05 ~ PLANT 0'~ / ~z / / ~0 ~ / ~U ~ ~ ~ zz Q- ~ ~ ~ • ~p / ~ ~ ~ ~ 1880 Wa cross Road ~ p y zW ~ ~ o ? ~ ~ PRO cTIaN ~ Cincinnati Ohio 45240 ~ , UQ ~ / W , i W~ ~ ~ ~ ~m ` N ~ ~ . ~ ~ ~ UQ / 0 ~ / . p ~ ~ s~ ~ ~ / _ / i i ~ ~ ~ / ~ , / / ~ NOVARTIS VACCINES & DIAGNOSTICS / / . / / i i~.. 475 GREEN OAKS PARKWAY ~ / . . HOLLY SPRINGS, NORTH CAROLINA I ~ ! i ~ PROJECT: F ' DES, DES, REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION CHK, CHK, NAME DATE TITLE; A 09 20 06 DESIGN STATUS ~ ~ i ORIGINATOR IVI L DRAWN IT ~ DISC. LEAD PROJ. ENG. N AR P - L LAN T NTI N P N nrn~r ~ inn vtri. nnUrc. QUALITY SCALE PROJECT NUMBER DRAWING NUMBER REV p~Pv NOTED 22C01 1-XX 00-C-30--99-20 A i CONTROL MONUMENT ~ ALFORD-33 ~ z ~ Pant North East Pomt North East CIJNTROL POINT 427 691078,94 2038410:47 538 691377.56 20396A3:41 (7 N 693,650.750 F 428 691067.36 2038409,62 539 691347_08_ 2038571.05 N 693338, 16 ua ~ 429 691853.62 2030412.78 549 691329.x2 2038555.62 O E 2,041,575.850 , , ~ ~ 430 691046.53 2090419.3A 541_ 691331.17- 2838535.13 E 2,039, 137.8 J q 431 691034.61 2038989.96 542 691344.9A 2038518.81 NAD E33 NAD 83 ~ ~ F - - z ~ 20 uu 432 691822.30 2030997.43 543 69134.98 2038502,40 IL l ~ I l - ~i 4 ~ C pOI IND~ ~ a,,, 433 690997.41 2038393.78 544 691353.39 2038501.01- p (GIB D) UIIS CERTIFIES TIIAT THIS COPY OF 11115 PLAT IDENTIFIES 0 e ~u nS WATERS AND WETLANDS ALL AREAS OF WATERS AND WETI_ANOS ~ Nnmz 434 690976.88 2038408?.IB 545 691379_.55 2898493,86 ~ ~ I~'`' ' ~a, 10 _ I ~ - - - i ° 2r~ 691402, ~l~f 72 2038490.20 p 546 I~ E 435 698912.51 2830400.42 (G ) REGULATED PURSllAN1 10 SECTION 4U4 OF TIIE CLEAN WATER d ~ 954.81 2038427.56 541 691423.68 2038480.33 g2^q 136 g5~•ag 436 698 _ N ~ '3~, E 2, _ g9884g2 - 437 690930.26 2838423.22 548 691451.33 2038474.98 100 101_ a2 Q I - CTOR-Oo9 q42~ ~ ACT AS DETERMINED BY THE UNDERSIGNED ON TNIS DATE. m N~ua~W UNLESS THERE IS A CHANGE IN T[IE I.AW, OR OUR Rl16LISHED W ~i~~a G 438 698931.39 2030409.68 549 691478.18 2038465,91 $A6 $A7 N 9 9 2038410.80 550 691481.31 2938458.80 SCALI- FA 439 6 8913. 2 p f~EGULATIUNS, THIS DETERMINATION MAY BE RELIED ON FOH A W M NNE w+ ~ 140 698865.67 2038404.38 551 691458.73 2038458.18 107 1@3 COMU~NED ~ ~ 441 690080.14 2038381.91 552 691426.66 2038466.93 $A13 ' f ERIOU NOT TO EXCEED FIVE YEARS FROM TNIS DATE. THIS Z oo~°~~ i 1)ETERMINATIDN WAS MADE l1TILIZING 7HE 198~f CUHRS Of n m~mm3 412 690862.54 2038382.56 553 691390.55 2038472.30 $A9 i ~ 443 690836.92 2038488.60 554 691378.92 2038489.48 ~ ¢ a ~ 441 690836.91 2938423.81 555 691365.22 2938498.4A 109 SAl4 '~02 ENGINEERS WEILAND DELINEAIIUN MANUAL. Z oa~~,3 - t a un D 445 690789.44 2038475.31 556 691344.32 2038494.26 $AB 9 75 .28 2038519.73 557 691333.05 2838497.96 SA15 118_/ 104 W a ~....3 SITE ,46 6 B_ 3 ~ Harr os 447 690735.72 2038514.20 558 691318.20 2038502.51 SAl6 1Q5 SA10 ~ 448 698708.06 2038507.74 559 691304.52 2038505.41 ]11 r~ SA11 AARDVARK CORRIDOR ~ I IIDOR US. ARMY CORPS OF ENGINEERS REPRESENTATIVE 449 690691.59 2838503.49 560 692083.51 2041132.01 450 698673.58 2838503.48 561 692064A9 2941109.24 SA17 112 106 s 451 698648.26 2838504,90 562 692012.35 2041112.51 $A16 SA12 152 690586.78 2838502.42 563 691983.77 264110L22 11.4 - 113 ~ 453 698564.97 2938582.56 564 691964.99 2041075.42 $A20 7 2038500.95 565 691929.33 2041972.14 5 ~ SAl9 Q 454 6904 4.22 TITLE uu 455 690432.34 2038513.12 566 691908.22 2041876.94 - ~ ~ $A21~ 116 uu 456 691741.00 2041131.58 567 691891.32 2041A85.89 457 691751.59 204112_5.07 568 691859.28 2041087.79 117_ / $A22 _ .90 569 69!848.19 2041083.43 ~ ~ ~ 458 691763.33 2041112 $A23 DATE 459 691776.58 2041990.99 510 69186746 2841086.19 118 w 468 691780.84 2041W6.Bq 511 691884.83 2841869.57 461 691799.63 2041069.81 572 691912.14 2041046.22 119_ 1SA24 4 462 691813.51 2041871.68 573 691994.34 2041047.62 ~ _ 463 691822.88 2841078.52 574 691972.78 2041057.90 SA25 120 464 691843.88 2941076.74 575 691988.52 2041080.66 SA26122 465 691898.48 2041078.24 576 692823.97 2041079.24 PERENNIAL STREAM 466 691849.95 2041080.60 577 992663.76 2041993.86 121 SA28 J: ,~:,.i~, ~Ii ':If:,.,~ ~p ~g n 467 691911.)5 2041073.31 570 692892.0A 2041083.66 123 ~0~~~04~ ~W~ 468 691920.42 2041055.19 519 692126.10 2041868.25 $A27 !:i 469 691953.95 20jIB42.69 580 692282.22 2040169.31 SA29 WAT TO >3CAL~ 470 691973.90 2041819.68 581 692306.71 2090147.10 124 471 692018.10 2041988.48 582 692310.63 2040131.82 7 $A30 125 472 692956.40 2041093.86 583 692316.11 2040107,22 12 $A31 473 692995.94 2041091.37 584 692288.55 2840102.89 139 $A33 126 Point North Eost Pant North East 474 692091.65 2041110.81 585 692277.35 284AI08.72 140 100 693340.80 2039124.55 287 690757.30 2039784.49 475 692118.67 2941130.16 586 692247.46 2649122.65 SAq A45 $A32 10! 693338.11 2039137.63 288 698752.70 2039671.65 476 698741.36 2839555.74 587 692246.63 2948126.98 139 128 DATES 102 693306.91 2039136.48 289 691041.47 2041212.36 477 698765.13 2839549.82 588 692233.98 2848122.30 $A34 103 693319.75 2039125.49 299 691841.63 2941181.11 q7B 690775.27 2839555.20 589 692244.5E 2040113.85 $A44 129 ISOLATED WETLAND 104 693306.87 2039107.58 291 691817.52 2041164.78 q7q 698789.31 2039564.88 599 692263.38 2048094.28 141 137 $A35 105 693303.89 2039083.13 292 691808.67 2041152.80 480 690794.62 2839575.62 591 692287,19 2049885.33 $A4 $A43 106 693303.51 2039058.75 293 691809.77 2041148.04 q8l 698833.48 2039591.84 592 692285.47 2040077.89 143 130 (NON qOq) DRAWN BYE CRD 107 693310.89 2039056,00 294 691010.30 2041136.56 182 699847.38 2039590.21 593 692320.64 2040884.03 136 $A36 108 693299.69 2039042.15 295 691792.75 2041141.79 483 699854.22 2039596.33 594 692335.85 2040056.07 144 SA49 SA42 / 131 - [IWG. CIIECKEfI BYE Rl_N 109 693292.54 2839039.76 296 691771.93 2041139.69 484 690874.73 2039587.67 595 692360.65 2040055.49 SASQ $A37 lI0 693279,22 2839040.88 297 691765.31 2041136.24 405 696878.81 2039581.61 596 692395.00 2040039.33 DESIGNE1l BY: 605 606 i III 693246.36 2939035,85 298 691760,44 2041140.33 qg6 690880.68 2039587.45 597 692404.05 2040036.70 147 142 - 132 112 693231.24 2039035.08 299 691742.16 284113/.40 487 690060.41 2039606.44 598 692433.30 2040027.22 SA5~ 133 SA38 WD19 WD20 607 ; DGN. CHECKED BYE 604 WD2l 113 693184.79 2939054.30 308 691734,93 2841128.81 qgg 690851.95 2039610.03 599 692472.72 2040035.79 148 SA48 114 693181.80 2839834.92 301 691729.40 2941114.70 489 690831.66 2039596.03 689 69240G.12 2040037,46 $A51 145 35 134 SA39 WD18 606 115 693132.59 2039826.08 392 691710.89 2841193.02 498 690798.88 2839585.63 601 99251E.42 2040036.59 116 693!30.69 2039035.34 393 691131.80 2041080.58 491 690770.99 2039584.78 602 692542.37 2040043.59 150 !49 SA51 SA41 SA40 603 WD22 SCALE= lIN=150FT WD17 609 9 0 70 2039020.85 304 691711,32 2041078.57 492 690753.67 2039597.52 603 692571.88 2090068.84 SA56 ~ SA55 u7 s 31 I_ 146 IIB 693968.75 2039826.04 395 691508.94 2040217.29 493 690749.21 2039630.80 604 692596.53 2840088.45 602 610 WD23 ~ PROJECT ND. 2006192.00 119 693026.81 2039832.27 306 691522.17 2040214.16 494 690159.58 2039647.55 605 692622.89 2940186.94 1 A~ 77 - 152 SA52 120 692992.54 2039019.47 307 691529.54 2040225.29 495 698764.68 2039664.97 606 692653.34 2048134.85 $ 5 161 ~SA58 WDl6 WD24 sal _)1 sit 121 692947.78 2039051.80 3BB 691541.50 2040229.57 496 698772.14 2039702.62 607 692633.95 2648142.71 163 A67 153 122 692962.13 2039074.55 309 691557.25 2040229.39 497 690770.16 2039729.57 698 692612.16 2048120.44 $A69 WD15 WD25 WD26 123 692955.23 2039076.23 318 691577,28 2040227,68 498 690774.81 2039769.45 689 692598.82 2040103.32 164 160 124 692938.29 2939073.81 311 691586.83 2048231.73 499 699788.75 2039716.23 618 692568.85 2049090.65 SA66 600 613 617 WD14 WD27 618WD31 125 692921.17 2939075.97 312 691592.51 2040226.72 500 698787.76 2039790.68 611 692541.76 2948959.65 $A70 1 154 9 126 692496.12 2839069.61 313 691689.86 2040232.83 -501 690767.48 2039810.24 612 692509.89 2040856.43 /SA6Q 1 ' ~ ~ 59- 9 47 95 314 691622.30 2040218.92 502 690768.21 2039829.25 613 692471.26 2040049.16 / ~ I° i WQl`. 599 6l4 WD32622 WD13598 WD28 619 D35 I 127 692804.28 283 0 - 162 120 692876.64 2839040.33 315 691622.86 2840219.75 503 690786.81 2039855.37 614 692445.36 2040050.62 155 129 6_92856.35 2039034.49 316 691621.35 2840202.85 504 690820.34 2039853.92 615 692420.92 2040061.84 SA68 f - 615 99089.17 317 691623.37 2840191,95 505 690855.70 2039834.79 616 692385.39 2040073.76 ~A61 597 130 692816.10 z 159 131 692780.55 2039024,93 318 691630.83 2840184,93 586 690878.98 2839828.79 617 692378.53 2640182.68 156 WQII 597 WD12 WD39 WD33 623 WDII 16 621 D37 ~ i ~i;~,~ ~ ~ , ~ ~ 132 692758.82 2038997.42 319 691640.22 2648203.37 507 691300.08 2038525.91 618 692379.58 2949118.70 SA65 $A62 133 692720,92 2038966.03 328 691661.79 2048179.16 500 691311.4! 2830534.45 619 692355.43 2840131.46 158 ' 596 D3 WD35 624 i (n Y 134 692721.96 2038918.31 321 691671.60 2049185.26 509 691332.29 2938556.91 _ 628 692315.42 2640147.47 157 135 692712.03 2838889,24 322 691682.98 2049186.50 510 691333.15 2038575.38 621 692305,80 2840177.14 SA64 SA63 595 WD10 Dag I , ~ Z a 595 620 625 626 i 136 692725.75 2038803.57 323 691679.92 2940180,65 511 691358.06 2938620.94 622 692285.03 2040187.33 WQ9 137 692750.28 2038878.19 324 691690.05 2840161.98 512 691314.84 2838648.51 623 692265.19 2940281.32 WD9 O E 594 D34 D39 WD40 ~ ~ ' 138 692167.91 2038854.77 325 691781.37 2040166,64 513 691387.76 2938673.49 624 69225'1.21 2040214.75 59~ 139 692167.19 2038838.47 326 6917A8,83 2040178.45 .514 691387.69 2038696.20 625 692269_70 2840241.68 WQ I 593 WD8 627 W07 I H 639 638 WD41 140 692764.83 2038804.88 327 691728,89 2040101.94 515 691413.64 2038734,21 626 692287.47 2048274.73 63_9_ 141 692752.37 2838781.90 328 691736.76 2040185.32 516 691420.54 2938757.65 627 79229G.3I 2048296,29 WQ6C wo6c WD66 E ~ H 6zg JURISDICTIONAL w 142 692733.51 2038199.A3 329 691768.38 2040!91.74 511 691435,68 2038781.39 628 692289.09 2848293,60 63~ ~ 143 692715.71 2938773.75 330 691767.98 2040197.51 ~i18 691468.59 2038826.36 629 692261.18 2849271.98 637 591 0 ' WD42 ~ WEB LAND ~ WD6A 592 WD5G 1B ~ 629 144 692707.36 2938767.54 331 691789.09 2040194.47 ~ii9 691x80.66 2038839.45 638 692235.21 2048229.35 WD6A 5~ 145 692690.68 2838769.36 332 691792.70 2840193.92 !,70 691510.91 2038870.81 631 69292)81 2849219.25 W[ WD6 590 K i ND 368 WD43 I 146 692686.45 2838140.93 333 691812.21 2040191.60 ~?I 691546.07 2038897.04 632 692229.76 2048204.73 147 692693.31 2838710.44 331 691819.11 2998188.97 !127 691572.02 2038918.82 633 692244.65 2048189,53 WDSF 589 579 473 q74 475 367 SD62 A 588 WD5D - 140 692651.78 2838685.87 335 691819.10 2840197.17 523 691594.07 2038932,89 634 690990.81 2039914.38 149 692635.32 2038668.25 336 691835.62 2840206.11 521 691612.32 20389-09.59 635 690929.92 2039882.79 ISOLATED S T R E ~ WDSE~.-~ 366 Sl)61 B 58~ wDSC I WC2 SG18 SG19 SG20 C 586 W05B .ATED STREAM~5 64 SD60. 363_ D 565 WDSA ~ 158 692625.79 2038657.63 337 691837.92 2040193.06 !125 691644.03 2038960.44 636 690793.49 2039863.04 151 692599.24 2038667.42 338 691858.09 2940200.86 '126 691658.06 2038949.94 637 692299.49 2040071.66 I (NON qp4~ 578 560 (NON 404) 361SD59 SD58 ~ 362_ SD57 E 584 W05 I WC19 WCI a 152 692592.29 2036687.70 339 691877.98 2040193.02 527 691627.66 2038940.20 638 692311.63 2090033,27 153 692556.75 2038696.53 348 691899.39 2048178.19 y28 691587.15 2038917.17 639 692323.22 2948938.18 F 583 W04 SD55 36~ SD56 35q c 58z uD3 577 ° 154 692491.24 2038711.22 341 691914.06 2048171.03 529 691558.98 2838894.47 155 692459.89 2038691.26 342 691929.93 2048169.90 570 691523.82 2038874.83 SD54 358 356 SD53 n 5BI WDZ i WC18 ~561- SD52 SD50 354 i 5Be uDl ~ 575 576 WC2 u Iv I~, v ul ~ r o0 156 692444.63 2938674.67 393 691935.45 2049175.68 531 691503.00 2838859.76 157 692429.68 2038661.29 344 691939.82 2048'173.86 532 691473,42 2838810.24 357 - SD48 ~ s33 way WC16 ~47- 562 z SD51 355 35_3_ K s3z uo+6 ~ WC1 SG17 WC3 - 150 692449,29 2038622.69 345 691960.20 2048178.71 533 691459.85 2838780.06 i ~yl-,iq j;~11~ Pfl~p; , 159 692493.47 2038635.18 396 691968.27 2040190.35 534 691439.93 2838749.57 ~ ~,5D47 L 370 SD64 410 471 SD49~~ -352 w s31 uo+5 I SG15 ~G16 467 35J N 369 5063 ~ 160 692518,83 2038622,22 347 691975.48 26462A9.29 535 691420.55 2030720.14 ' 161 692519.75 2038613.70 348 691997.76 2040220.82 536 691482.77 2038675.08 T TR RMITT N S E ~TENT STREAM SD46 34~ ~50 SD46A o 630 WD++ ~ 5J4 iSG12 162 692499.97 203860A.75 349 692012.01 2040223.71 537 691387.62 2038639.30 INTE E 163 692513.41 2938586.85 (IMPORTANT ~ SD44 SD45 P 30+ sas I 46y WCl5 564 56_6 ORTANT) ~46 348 D 303 SCI5 ~ ~ SD41 ``47 SD43 R 302 SCN i, SGl4 573 565 WC5 567 WC7 164 692506.13 2838568.82 165 166_ 165 691927.89 2037917.92 SA70 SA73 166 691903.74 2037951.38 344 ~ _ WCB SD39A ~45_ SD42 s 3BI ssl3 ~ 'C 5_0 342 SD40 r +5s s61 468 WC14 ~ WC11 167 9x!478.41 2937951.91 16] 168 691b6tl.13 2837965.23 SA74 5038 343 u 3BB saz ~ SG13 572- / ~bg 294 341 _ 340 SD39 v z99 snl / ~ 57 Wf13 - SL6 293 169 691838.85 2837915.25 170 691823.67 2037897.55 168 W 457 SG2 i ~ W(,9 SD37 339" SD36 338 x 458 sD3 WC12 569 X90 S~.5 337 v 297 sc9 466 WC10 %SL'2 '"9 171 691797.04 2037881.92 170 y/$A75 172 691766,78 2037079.26 $A77 / SD35 SD34 ~ / ~d_ SD33 ~ 336_ z 298 scle ~ 465 Sf 11~' 463 ~ , - - sr.l INTERMITTENT STREAM 173 691750.58 2937867.21 / X69_ 114 691723.69 2037862.23 172 333 SD30 335SD32 33l SG10 q64 /SGB~ 29~ sD31 sD27 INTERMITTENT STREAM ---t Sc9 46 - sc3 292 (IMPURI ANT) 175 691686.99 2037887.74 $A76 176 691653.01 2037817,07 SA79 171 SD29 332 3m- (UNIMPORTAN~f) 462 329 SD26 - SG6 295 SC4 I-~ SD28 327 SG746~ ~ 177 691627.26 29781)42 $A78 178 - 691628.31 2837795.44 174 SD24 328 SD23 i 203 SG5 296 SC7199_ ryry 313 - 459 ~ SC8 V 179 691597.27 2037762.86 $A81 ~ 173 180 691590.95 2037769.83 SD24 32, 26 321 SD9 ~ 204 SB_15 -G4 D 198 SB11 324 SD22 SD17 312 ; 206 SB16 1, 181 691505.91 2031757.22 175 SA80 5213 527 182 691561156 2837712.20 $Ar~.~ PERENNIAL STREAM JURISDICTIONAL W83ST WB3R PERENNIAL STREAM SD20 SD2I 319_ 205 P \ ~S810 32~ 32 SDB ~ S618 ~B17 197 JIAL STREAM sD15 IB3 IBI 691565.89 2837124.81 176_ WETLAND 529 526(] 309 S019 32 _ SD18 316 all 40 238 i 217 R S69 l96 U IBS 691552.87 2837783.78 SA83 WB3U WB3 les x9153+.6e 2e9767ss1 178 ~ 530_ 308 SD 516 SD12 SD7 ? 850 236 212 SB19 SB8 - 318 15 310 243 24l S852 2395 S848 21'q SB24 _193 ~ SD4 30 SD14 317 SDIi SB5 5653 S851 235 SQ26 215-T 2Q@ SB5 191 187 691521.59 2637652.58 179 SA8`, 1 WB3V 525_ 190 691513.66 2937622.87 SA86 1 548_ 540 531 SD3 5013 SD6 SB47 ' S62Z~ S812 SB3 306 252 245 1216 ~ ~ 9 109 sv9n.ze 2041294.11 549 W89C - WB3P 190 691601.58 2041229.44 1133_ 177 WB9D 547 B4 WB3W 314 - ._201 1$_ SD2 305 - 664 SB5 ~ 220 I SB28 194 SBl a - SD10 SB3 SB13 91 a O i9i 691628.t0 2041188.48 l8q SA90 180 SA84 5.32 524 j9z 691648.68 2841175.11 SA91 SA87 550 WB9B 539_ 4lB3X WN30 SD1 250 / 221 2l3_ SB6 ]90 2_60 - 5633 , 5625 20Z 9 SB4 S62 193 691656.56 2041163.61 WB9 546 83AE 194 691641,54 2041149.48 188 182 181 551 WB9A 53s 523_ 261 S862 SB14 5 SB86 SB87 ~ 237 230_ 22~~` 217 208 S67 rI-~~ 195 691651.71 2041138.74 SA9 SA88 552 WB3 _ WB9 q 538 22 W83N ws sv604.29 ze41i5e.e3 SA89 WB9 5 5 g3AD 534 ~ WB3M 197 691696.01 2041143.81 196_ 185 244 642 - S829 1~ 262 / 4? S649 SB34 5620 PERENNIAL STREAM 198 691688.88 2041125.93 553 WB9 535 W83Z 521 199 691697.85 2041119.83 SA93 SA92 554 WB9H 544 WB3AA 520 WA3) INTERMITTENT STREAM SB88 247 SB56 SB54 23 218 209 w 246 ~ 264 ~ SB59 S858 ~ SH35 SB30 SB21 O Zee 691679.89 2041101.21 187 B8 536 WB3K 2e1 691670.31 204-ieie-,e - W810 55_5_ 543 W83A 519 (IMPORTAN O SB90 253 49 248 234 19 - 32 ~ ~'24 SB31 210 282 691688.60 2041876.19 SA94 _ 203 691693.15 2041919.26 WB11 B7 537 518 WB3J 256 5865 5661 5660 5646 229 ~B3g SB22 267 263 S682 254 25l SB44 SB41 ze4 691709.58 2941062.21 542 W83A 517 W63I zes 69169s.6z z64i9a777 557 55 gg W83H 5866 SB63 233 226 ~,5 2<<_ p ~ O ~ SB93 SB89 257 255 SB45 231. 226 'SB38 SB37 S823 2es 691683.06 2641037.62 Wgl~B12 541 514 5116 371 372 ze7 691666.67 z6alega.ls 558 WB5 WB3E WD3F W63G SE9A SE10 5gg~ - SB43 SB40 1227 b ~u~E U I 269 5 SB67 ~ p~ O I - 265 2 639 `i_ 208 691649.25 2641059.80 WB l4 511_ 51 ~ 209 691635.60 2941044,97 55 - 51~- WB3D 377 sB95 ~ Sgyl sgs PERENNIAL STREAM lrt E-+ 210 691638.19 2941034.88 350 692025.31 2040225.11 qll WB3B 510 41B3C 373 314 $E15 211 691641.33 2841011.46 351 692040.62 2040220.38 WB15 259 NR . ~,nren ~~1E~~cr 266 SBB~ ~pStOR?~N 212 691650.65 2949997.74 352 692052.24 2040220.88 SF1 5~- 509 W83A 375 $E11 $1-12 237t3_ 412 - W82 1--- 213 691643.38 2A40994.42 353 692063.52 2040219.27 $F-~, x,507 WB3 $E13 SE16 383 SB92 268 214 691650.32 2040972.14 354 692066.34 2048218.66 414 413 WBl $E21 215 691629.19 2048968.88 355 692867_74 2048193.89 SF4 416 415 SF3 382 85 S894 GENERAL NOTES: 216 691628.59 2040970,45 356 692869.78 2048188.69 418 - - 376 7 91 83.34 204894974 357 692878.10 zeg9i7574 SF6 SF5 SE14 379 SE20 SE23 2_71 21 6 6 218 691511.47 2040930.15 358 692093.98 201AI70.34 SF8420 ~ 417 380 SE17 ~ 387 SB98 271 - l S 98 270 I. Horizontal Datum is derived from Nolly Springs I 219 691537.02 2040897.81 359 692121.29 2949166.68 INTERMITTENT STREAM SF9A 419 SF7 SE25 390 220 691537.09 2040884.61 360 692133.68 2940160.38 422 $E18 381 5696 "Alford-33' NAD-83. Geodetic Survey Monument , 221 691535.30 2090869.19 361 692137.75 2040158.64 (UNIMPORTANT) \a $F9 a8 $E28 222 691535.54 2040862.10 362 692111.67 2040169.20 421~~-, 424 $F11 $E19 384 ~ $E26 95 223 691515.74 2640851.60 363 692160.61 2040110.41 4231F1a SF13 ~ ~ ; 386 SE22 SE33 274 224 691492.35 2040871.02 364 692172.12 2040162.41 SF12 425 ~ 396 z7a 2. Field ties to the streams and wetland boundaries ~ sB101 272 225 691477.67 2640825.54 365 692183.18 2ea91n:e7 SE24 - 405 $8101 zz6 691469.78 2040795.18 366 692196.83 2040163.65 426 SF14 427 393 3897 SE34 SE43 se99 shown hereon were made by differentially SF16 SE2 00 227 691470.01 2040774.93 367 692215.54 2040176.14 228 691466.25 2640752.57 368 692213.49 2818198.18 SF1> 5~' 428 392 $E333~~~-' SE38 406 275 CORRIDOR corrected GPS measurements using a Trimble 275 273 AARDVARK 229 691178.55 2040738.18 369 692230.12 2010216.91 429 E44 9 7 7 010213.05 SF18 SF17 430 SE330 3394 401 87 SB103 230 691485.95 2048116.89 379 6 223 .3 2 SB103 S8100 'GEO XT" GIS grade receiver. I '7 276 634 ` 231 691487.55 2010707.25 371 691349.18 2039411.52 43-~ - $F19 397 $E32 E39 A13 277 276 z3z 691484.12 2010691.57 3n 691343,71 2039445.73 SF20 432 435 SE35 398 _ q0q 488 SBiI SBII 31l 5611 SB104 ~ 3. This survey does not constitute a boundary survey. z33 691490.67 2010660.71 373 691326.58 2039417.82 433 SF21 SF24 40_2 SE36 3_99 E42 2_7_8 234 691497.94 2840637.27 371 691296.99 2039119.88 AARDVARK CORRIDOR 436 ~ A14SB113 8 3113 Boundary lines shown on this plat were taken from 235 691549.77 2840659.38 375 691268.13 2839171.08 $F22 $F25 485 $E40 486 489 236 691551.51 2040650.31 376 691268.96 20391]5.64 434 ~ _ - 2_7_9 ,9 s35 Wake County GIS data. 237 691567.34 2840618.70 317 691255.11 2039182.41 , 691585.85 2840626.24 378 691246.11 2839182.84 438 SF23 437 WAllg84 WA12 40 1 $8114 236 _ 3114 S8110 239 691596.39 2840618.84 379 691221.35 2839505.15 $F27 '--$F26 WA~10 83 1 498 506 248 691584.50 2840551.81 300 691204.22 2039502.18 439 - \ A16 WA3 ~ 241 691568.05 2940535.29 381 691191.17 2939501.27 440 '~6 ~ 28~ 4. No utilities above or under round, have been dA3 281 SB115 ~ 9 5a5 SBll6 located on this plat. SF29 WA948_2 ~ 491_ 504 5x5 242 691573.34 2840517.28 302 691183.21 2839519.85 .~F29 243 691587.26 2810490.64 383 691175.21 2039534.98 44~~~ 445 WA8 4 A17 WA3 WA31 ~ 282 WA31 'SB117 244 691562.49 2048442.24 304 691163.13 20]9526.53 SF30 442 SF34 4_08 499 500 245 691533.15 20x8425.72 385 691N9.13 2839532.81 6F31 SE46 A7 40~~ WA2 WA2 5e0 5. All features are Jurisdictional except where noted. 246 691521.82 2018401.62 386 691131.79 2039525.77 480 45 247 691501.72 2048366.71 387 691118.24 2039538.28 479 WA6~~E 497 498 501 ~A2 636 B 501 SBll8 248 691498.35 2049362.75 388 691109.16 2039553.36 443 446 496WA23 A2 WA2 249 691490.55 2040722.68 389 691098.05 2079519.49 SF32 SF35 409 WA5 WA22 ~ 2 WA2 ~ I 250 691501.72 2040312.18 398 691895.37 2039556.15 444 $E47 q]8~/ 251 691517.37 2840390.07 391 691987.35 2039571.12 SF33 503 I WA29 I, Ronald L. Nesary, PLS hereby certify that this 252 691538.21 2040289.05 392 691061.55 2039551.85 WA4 \ 253 691516.65 2040259.83 393 691873.93 2039549.77 447 477476 _88_ 86 f 3s a3 5a2 map was prepared under my supervision and that 254 691491.83 2040241.30 394 691038.60 2039544,53 SF36 255 691495.72 2010210.01 395 691835.85 2039519.65 X46_ WA3 'r?A2 SB125 S 123 28_5 64 $E wale 123 z85 g4 sB120 1 he streams and wei land boundaries shown hereon I 256 691465_18 2646176.84 396 991930.89 2839565.13 4 4 9 $F 37 4141 4 y5 _287 257 691469.88 2910167.46 397 691926.30 2939552.50 - - 1,,IA21 $8122 $8121 SB122 SB121 are based on actual Held ales uslny dlf feren dally 258 691475.18 2040158.82 398 691810.39 2039560.16 SF38 450 $E48 9 SB124 259 691497.19 2010159.81 399 691001.13 2039550.39 4--4 i Q correc I ed GPS measurements using a Trimble ~ '290 691517.88 2010N5.19 400 990962.65 2039553.31 SF39 4 WA20 261 691529.01 2610121.55 40~ 690958.84 2039565.71 451 W'118 493 "Geo XT" GIS grade GPS receiver. ISOLATED WETLANDS tNON 909) Witness my original signa Kure, registration number ~ 262- 991481.09 2949116.39 402 690926.91 2939571.56 263 691466.36 2919906.62 103 690915.84 2039586.89 SF40 WA19 JURISDICTIONAL TISDICTIONAL 111 I ICTIONAL WEiLANDS and seal this _~I__day of t~Q A.D., 2006. 2E4 691423.19 2090070.41 ±BI 690099.83 2039508.56 INTERMITTEIdT STREAM x.952_ WEl LAND 265 691392:15 290012,79 495 690087.77 2039595.96 SF41 WEILAND ® R SD ~ I 266 691369.25 2040066,84 406 699856.91 2639598.61 (IMPORTANT) 45' / 267 691365.80 2019056.51 401 690831.81 2039593.79 $F42=/ BOUNDARY LINES NOT SURVEYED ~,a~""'""'N~ ~ CARO 268 691326.03 2010023.20 498 690800.41 2939578.18 269 691395.37 2010012.11 409 690778.77 2039575.06 CONCRETE PIPE p~, ~ ~ . I 270 691247.45 2939977.96 410___ 690151,49_ 2039574.48 inn inn ~n n inn 3~~ PGRG~IAIIAI CTR~AttA ..OA ~ leli~1 ~ fob ya~~ s 271 691138.02 2039945.91 411 691293.45 2838492.21 455 272 691114.13 2039933.80 412 691280.96 2838488.28 454 SF44I'I a 273 691064.09 2039921.89 413 691271.61 2038463.25 SF43 274 691076.70 2039908.98 414 691269.32 2038482.63 INTERMITTENT STREAM (IMPORTANT) Ronald L. Nesary, Pl- ~ SEAL 275 691022.30 2039697.97 415 691264.47 2038477.66 272 69095932 2039839.81 416 691244.51 2038477.00 - - INTERMITTENT STREAM (UNIMPORTANT) NC L-4535 LAS35 oA. 277 690950.26 2039813.00 417 691232.95 2038463.72 275 690954.52 2039801.63 418 691205.56 2038447.54 GRAPHIC SCALE - - - ISOLATED STREAM (NON 404) SUN N (y~ 275 690930.53 2039789.93 419 691165.27 2038445.72 280 690905_49 2039805.25 420 691161.93 2838136.04 1N, - 150 F 'r. STREAM CLASSIFICATION BREAK N o LEE N \ o 201 690896.75 2039826.56 421 691156.00 2038428.93 282 690856.18 2039848.44 422 691134.58 2038436.28 DRAWING NO. 2B3 690750.60 2839840.15 422 691121.03 2038439.32 264 69015.82 2839887.88 426 691122.19 2038439.63 265 690758.09 2039784.57 425 691095.30 2038424.91 286 690747.32 2039732.34 426 691060.27 203815.65 o WET-1 0 s a _ . _ _ _ . _ r_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i CONTROL MONUMENT q' Point North Ee;t Pomt North Eost CONTROL POINT H ALFORD-33 ~ 427 691WB.94 2038418.97 538 691377.56 20386A3.41 7 0 C ~ ~ ~ 428 691067.36_ 2038409.62 539 691347.88 2038571.05 N 693,338. I6 0 0 z N 693,65 .75 a 429 691053.62 20.38412.]0 540 691329.02_ 2038555.62 uu - 430 691996_53 2038410.30 541 691331.41 2038535.13 E 2 ~ 0 3 9 ~ ~ 3 ~ , 8 9 4 431 691634.61 2030909.96 542 691394.98 2038518_.81 NAD 83 E 2,041,575.850 , NAD 83 , E~~,` ' F 432 691622.38 2038397.43 543 69134L90 2038502.40 ~ i I ; ! ~ ~i - Z X20 s" P+ ~ 433 690997.41 2038393.18_ 544 691353.39 2038501.01_ ~ OLINp) e 43~ 690976.88 2038962.16_ 545_ 691379,55_ 2038493:86_ •;~~r~ A ~ (G ) 11 f- TIIIS CERTIFIES THAT THIS COPY OF THIS PLAT IDENTIFIES 0 ~ 4~ AS WATERS AND WE~fLAiJDS ALL AREAS OF WATERS AND WETLANDS n ..p 435 690972.51 2038409.12 546 691482.72 2038490.20 II `t5~' J6 690954.81 2038427.56 541 691423.6A 2038480.33 ^ 136 ~ 2t 7 ~~~Ip~ REGULATED Pl1RSlJANT i0 SECTIUN 404 OF 111E CLEAN WATER ~NNm? 42~ ACT AS DETERMINED BY THE l1NDERSIGNED ON THIS DATE. m N •a~W 437 690930.26 2038423.22 548 691451.33 2038474.98 N ~ I i -u ZrgS?~ QQ2~ 438 690931.39 2038409.60 549 691478.18 2038465.91 100 1~1- nq ~ 3b ~ 0.99988 ~ sA6 sA7 tJ 82 p FACTOR- UNLESS THERE 15 A CHANGE IN TIDE LAW, OR UUR Pl1Bl_ISIIED ~ "~;'Y aa 439 690913.92 2038410.80 550 691481.31 2038458.80 CHLE I 0 44A 690885.67 2038404.36 551 691458.73 2038458.18 1@7 1e3 MB~NEp S ~ 441 690880.14 2038381.91 552 691426.66 2038466.93 SA13 5A9 ' REGULATIONS TIIIS DETERMINATION MAY BE RELIED ON FORA W mz'~~ PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS W xrmmF ~ 442 698862.54 2038382.56 553 691390.55 2038472.3A_ uo 443 690836.92 2038408.60 554 691378.92 2038489.48 I DETERMINATION WAS MADE l1Tll_IZING 7HE 1987 CUHPS OF ? oa„~ ~ m~o~m3 uu ~ ~ 444 690836_91 2038423.81 555 691365.22 2038488.4A 109 SA14 ~-X1.02_ ? a" ~ 445 690789.44 2838475.31 556 691344.32 2838494.26 SA8 ENGINEERS WETLAND DELINEA I TUN MANUAL Z ; S I ~ E - 446 690753.28 2938519.73 557 691333.05_ 2038497.96 SA15 ] 10 104 a t10LlYw~ 447 690735.72 2038514.28 558 691318.2A 2A38502.51 SA16 ID5 SAl0 W n~°'0'3 ~ 448 690708.06 2A3850774 559 691304.52 2A38505.41 111 SAII AARDVARK CORRIDOR - 449 690691.59 2038503.49 560 692083.51 2041132.01 1 I DOR U.S. ARMY CORPS OF ENGINEERS REPRESENTATIVE ~ 450 693673.58 2A38503.48 561 692864.49_ 284119A.24 SA17 11~\ 106 S9 451 69A648.26 2A38504.90 562 692012.35 2941112.51 SA12 452 690586.78 2A38502.42 563 691983.77 2041101.22 114 SA19 ~ 453 69A564.91 2A3B502.56 564 691964.99 2041075.42 113 Q 454 698474.22 2036508.95 565 69192933 2041072.14 SA2D SAl9 ~ 455 698432.34 2038513.12 566 6919AB.22 2041076.94 - _ 115 TITLE 456 691741.80 2041131.50 567 691891.32 2041085.89 SA21 116 457 691751.5'9 2041125.A7 568 691859.20 2041087.79 - 117 SA22 ua ~ 458 691763.33 2041112.90 569 691848.19 2041083.43 ~ 459 691776.58 2041090.99 570 691867.46 2041086.19 SA23 118 DATE 460 691780.84 2041076.84 571 691884.83 2041069.5) 461 691799.63 2041069.0] 572 691912.14 2041096.22 119 SA24 ~ 462 691813.51 2041011.68 573 691944.34 2041047.62 - 463 691822.88 2041076.52 574 691972.78 2041'057.90 SA25 120 E 464 691843.80 2041076.)4 575 691988.52 2041080.66 SA26 465 691848.48 2041878.24 576 692A23_97 2041079.24 122 ass 691649.95 2041'060.68 571 692A63.76_ 2041083.86 PERENNIAL STREAM SA26 pB~/f~~20~VM 1161nf61 467 691911.75 2041873.31 578 692092.00 2841083.66 )21 11!! ~VV'' IINN 08 I0l U~7UG411r 468 691920.42 204!055.18 579 692126.18 2041068.25 SA27 123 469 691953.95 2041842.69 580 692282.22 2940169.31 SA29 !,i i'~ MOY TO SCALD 470 691973,98 2041979.68 581 6923A6.T1 2040147.70 124_ 471 692018.10 2041088.48 582 692310.63_ 2040!31.82 SA30 125 472 692056.4A 2041A93.86 583 692316.11 2040107.22 127 SA31 473 692095.94 20416191.31 584 692288.55 2040182.09 SA33 Point North Eoat Point North East q)4 692091.65 2041110.81 585 692277.35 2040188.72 14e 139 ~ 126 10A 693340.88 2039124.55 287 690757,30 2839704.49 975 692118.67 2041138.46 586 69224).46 2040122.65 Aq5 SA32 101 693338.11 2039137.63 288 690752.70 2839677.65 976 690741.36 2039555.74 587 692246.63 2040126.00 SA4 128 102 693306.94 2A39136.4A 289 691841.47 2041212.36 977 690765.13 2039549.82 588 692233.9A 2040122.38 138 103 693919.75 2039125.49 290 691841.63 2041181_11 q7g 690775.27 2039555.20 589 692244.56 2040113.85 A44 / 129 SA34 DATE= 104 6933A6.87 2039107.58 291 691817.52 2041164.78 q7q 690789.31 2039564.68 590 692263.38 2040094.28 141 137 SA35 195 693303.89 2039883.13 292 691808.67 2041152.88 48A 690794.62 2039575.62 591 692287.19 _ 2040085.33 SA4 SA43 ISOLATED WETLAND (NON 4Oq) _ DRAWN BY= CRD 106 6933A3.5t 2039A5B.75 293 691809.77 2041148.04 481 690833.48 2039591.84 592 692285:47 2040077.89 130_ 107 693310.89 2039056.08 294 691818.30 2041136.56 -482 690847.38 2039598.21 593 692320.64 2040084.03 143 136 SA36 108 69329§.69 2039A42.15 295 691792.75 2041141.79 483 690854.22 2839596.33 594 692335.95 2040056.A7 144 SA49 SA42 131- 109 693292.54 2039839.76 296 691771.93 2041139.69 484 690874.73 2A39597.67 595 692360.65 2840855.49 SA37 DWG. CHECKED BY= RLN tlA 693279.22 203984A.00 297 691765.31 2041136.24 485 690878.01 2039587.61 596 692395.00 2040039.33 SA50 III 693246.36 2039035.85 298 691768.44 2041140.33 486 698888.68 2039587.45 597 69240A.05 2040036.70 147 - 132 DESIGNED BY: 605 606 I 112 693231.24 2839035.08 299 691742.16 2041134.40 487 690860.41 2039606.44 598 692433.3A 2040A27.22 SA53 142 SA38 113 693184.79 2039854.30 300 691731.93 2041128.81 488 690851.95 2039610.03 599 692472.72 2040035.79 ~ SAgB 133 WD19 WD20 607 604 WD2l ~ DGN. CHECKED BY= 114 693181.00 2039034.92 301 691720.40 2041114.78 989 690831.66 2039596.A3 68A 692486.12 2040037.46 148- ~ 35 SA39 115 693132.59 2039026.08 302 691710.89 2041103.02 490 690798.88 2039585.63 601 692516.42 2048036.59 SA5`i 145 134_ 116 693130.69 2039035.34 303 691731.8A 2041088.58 qqj 690770.99 2039584.78 602 692542.37 2040043.5A 150 ~ ~149 SA51 SA41 SA40 WDTS 608 603 W 22 ~ SCALE: liN=150FT II7 693101.50 2039020.85 304 691711.32 2041078.57 qqp 690753.67 2039597.52 603 692571.88 2040068.84 SA56 ~ SASb 118 693068.75 2939026.04 305 691508.94 2040217.29 qq3 690749.21 2839630.80 604 692596,53 2840088.45 \146 W D l7 609 119 693026.41 ;A39032.27 306 691522.17 2040214.16 qqq 690759.58 2039647.55 605 692622.89 2A401B6.94 151 ~ 152 SA52 120 692992.54 _839019.47 307 691529.54 2040225.29 qq5 69A764.68 2939664.97 606 692653.34 2840134.65 SA5 161 ~'SA58 602 610 WD23 i OJ-C~ 0 WD1B PR E 1 N 20D6192.00 121 692947.70 2939051.80 300 691541.50 2040229.57 qq6 69A172.14 2039702.62 601 692633.95 2A40142.71 122 692962.13 2839074.55 309 69557.25 2040229.39 qqj 69A770.16 2A39729.57 608 692612.16 2A4012B.44 163 A67 X53 60l 11_WD24612 123 692955.23 2A39076.23 310 691577.28 2040227;68 qq8 69A77~4.81 2A39764.45 609 692594.82 2A40103.32 SA69 1 SA59 124 692938.29 2A39073.BI 311 691586.83 2090231.73 a99 69A78B.75 2039776.23 610 692568.85 2840090.65 164 160 WOlS W02~D26 6l3 617 I 125 692921.17 2839075.97 312 691592.57 2040226.72 SA66 6 500 690)8776 2639198.68 fill 692541.76 2948059.65 SA70 154 126 692896.12 2939069.61 313 691609.86 2040232.83 501 69W67.48 2839810.24 612 692509.89 2A99056.47 /~SA60 ~ I i l'~"~~ ! ~ 599 W 600 WD27 WD31 ~ 599 WDl4 614 61d_ 127 692684.28 2A39041.95 314 691622.3A 2040218.92 502 690768.21 2939829.25 613 692471.26 2048049.16 128 692676.64 2A39040.33 315 691622.86 2090219.75 503 690786.81 2039855,37 614 692445.36 2A40050.62 16~ ~ ~ ~ { WD13 F WD13 ~WD28 WD32622 j 129 692856.35 2A39034.49 316 691621.35 2040202.85 509 690A20.34 2639853.92 615 692420.92 2040061.A4 SA68 1155 -130 692816.10 2039009.17 317 691627.37 2949191.95 505 698855.70 203983479 616 692385.39 2048073.76 SA61 H 598 615 6)y_ 035 ' 131 692788.55 2039024.93 318 691630.83 2890184.93 506 698878.98 2039820.70 617 692378.53 2A4B102.68 159 156 597` 132 692150.82 203898).42 319 691648.22 2B4A203.37 507 691300.88 2038525.91 618 692379.58 204A118.70 SA65 SA62 WDll 597 WD12 WD39 WD33 623_ WD11 616 621 D37 D3 i r~ cn 133 69272A.92 2038966.03 320 691661.19 2A4AI79.16 508 691311.41 2038531.45 619 692355.43 2049131.46 5~ 134 692721.96 2038918.31 321 691671.60 2A40185.26 509 691332.29 2038556.91 620 692315.42 264AI47.47 158 , 157_ WI 596 WD35 624 ; (n ~ 135 692712.A3 2038889.24 322 691682.98 2A40186.50 510 691333.15 2038575.38 621 692305.80 204AI77.14 SA64 595 136 692725.75 2038883.57 323 691679.92 2A4010A.65 511 691358.86 2038620.94 622 fi92285.03 204AI87.33 SA63 WD9 595 WD10 D38 ~ ~ a WD9 594 620 625 626 I O i~ 137 69275A.28 2038878.79 324 691690.85 2A40161.96 512 691374.84 2038648.51 623 692265.19 2048201.32 138 692767.91 2038859.77 325 691701.33 2A40166.64 513 691381.76 2038673.49 624 69225'1.21 264A214.75 593 D34 D39 WD40 H ~ 593 WD8 627 139 692767_19 2838830.47 326 691708.83 2Aj0178,45 514 691387.69 2038696.20 625 692269_78 2048241.68 14A 692764.83 203880/.88 327 691728.89 2840167,94 515 691413.64 2038734.21 626 69228fA7 284A274.73 639 WD7 ~ (n 638 WD41 639 141 692)52.37 203878/98 328 691736.76 2840185.32 516 691420.54 2038757.65 627 692296.31 2048296.29 142 692733.51 2038)90.03 329 691768.38 2840191.74 517 691435.68 2038761.39 628 692289.89 2648293.60 WD6C WD6C WD66 E ~i > 143 692715.71 2038773.75 338 691767.98 2A40197.51 516 691468.59 2038626.36 629 692261.18 2049271.98 637 , 144 692707.36 2038767.54 331 691789.89 2040194.47 519 691480.66 2038039.45 630 692239.21 2040229.35 WD6A592 s37 -D ~ sze JURISDICTIONAL l.~ WD6A59 591 WD42 I WEl LAND ~ --2 WD5G e J o 629_ 145 69269A.68 2038769.36 X32 691792.70 2040193.82 5~P _ 691510.97 2038A70.61 631 692221.81 2040219.25 WD6 146 692686.45 2038740.93 393 69181221 2040191.60 521 691546.01 2038897,09 632 69222976 2040284.73 WD6 590 a K e 368 WD43 I 147 692693.31 2038710.44 334 691619.11 2040188.97 52?; _ 691572.02 2038918.82 633 692248.65 2840189.53 148 692657.70 2A38685.07 335 691819.18 2048197.17 52; 691594.07 2038932.89 634 69A990.01 2039914.38 W05F 589 367 SD62 A See wDSO 579 473 474 475_ WD5E 366 SD61 s 5e7 wDSC ~ WC2 SGIB SG19 SG20 149 692635.32 2038668.25 336 691835.62 284020641 524 691612.32 2038949.50 635 69A929.92 2039882.79 ISO A T E D S T R A h 150 692625.79 2038657.63 337 691837,92 2040193.86 525 _ 691644.03 2038960.44 636 69W93.49 2039863.04 L E 151 692599.24 2038667.42 338 691858.00 2048200.86 521, 691650.06 2038949.94 637 692299.49 204AA71.66 I ,TED STREAM 65 SD60 363 C 5e6 wD59 - D 565 N05A I 5/8 152 692592.29 2038681.70 339 691877.98 2048193.02 52j 691627.68 20389gA.20 638 692311.63 ze4ee33.z7 (NON 404) 153 692556.75 2038696.53 348 691899.39 204AI78.19 5?N 691587.15 2038917.77 639 692323.22 284BA3B.10 JON 404) 361 SD59 SD58 l~ 362 SD57 e 5s+ wD5 I WC19 56@ F_ 154 692491.24 2038711.22 341 691914.06 204017/03 5p1 691558.98 2038094.47 155 692459.89 2038691.26 342 691929.93 2040169.00 53y1 691523.02 2038814.83 SD55 36~ x SD56 359 F 5e3 wD+ CI Q 0 SD54 358 356 SD53 n 5ei w 2 ~i 577 561 156 692444.63 2A30674.67 343 691935.45 2040175.60 571 691503.80 2038059.76 157 692429.68 2038661.20 344 691939.82 2049173.06 572 691473.42 2038818.29 SD52 S 50 354 i 5se wD~ 575 WC18 ~WC2 357 ----SD48 J s33 woa7 WC16 5l6 47 562 ~ N co ~ u~ ~o r~ ro 158 692449.29 2038622.69 345 691960.28 2048178.71 533 691459.05 203878A.B6 ! ~,:;i,,v , i 159 692493.41 2038635.18 346 691968.27 2018190.35 534 691439.93 2838749.57 r'I~i'I I~~P, ~ ~ _ SD51 353_ K s3z uD+s i WC1 ~SGl7 ~C3 ~ 355_/ ~ SD47 ~ 37e sDS+ 410 411 160 69251A.B3 2038622.22 347 691915.48 2048209.29 535 69142A.55 2038720.14 ~ 161 692519,75 2838613.78 348 - 691997.76 204A220.82 536 691492.77 2038675.08 351 SD49 n s3i wD+S i SG15 ~SG16 467 N 369 SU63 _ 162 692499.97 20386A0.75 349 692012.01 204A223.71 537 691387.62 2A3B639.38 INTERMITTENT STREAfu 163 692513.41 2038586.05 ENT STREAM SD46 34~~350_SD46A o s3a wD++ ~ 514. ~G12 164 692506.13 2038568.82 165 (IMPORT ANT) 165 691923.89 2037947.92 SA70 166 )R1 ANT) ~ 3q6 SD44 '~`D45 P aa+ sns I 469 WC15 56q 566 `48 D 3e3 SCI5 i SG14 ~WCS 56 W7 C7 - SD41 ~~347 SD43 R 3e2 6CI+ 56 / , 344 573 _5 WC8 166 6919A3.34 2037957.30 SA73 167 69;478.47 2037954.93 167 _ 345 SD42 s aei sns r WC6i''~_~ ~n2 Sf139A SD40 ~ +5s scr ~ ;;;'3 1sC14 ~ - i,~ F IE8 691968.43 283)%5.23_! 169 691038.85 c 15.25 j SA74 343 u aae sci2 ~ ~ ~ ~'IJfai 29,1 I SD38341 "~SD39 ~ 299 sai SG13 57~ -66 SC6 ~9 178 691823.67 2837897.55 169 111 691797.04 203)881.02 1_70 ~ /SA75 SD37 _ 340 W +57 SD2 i 57~ WC13 ~ "WC9 337. 339 S 36 338 z +5e s6s WC12 ~i;9 X90 SC5 Y 297 SC9 ~ 466 _ uz 691766.70 2037879,26 SA77 j 173 69175A.50 203786221 ~ ' SD33 SD35 336 SD34 9 i SGi~', / WC10~ i SC2 28`i 33 sD32 ~ ~ e 6"e 465-- 463 ~ -~Sci INTERMITTENT STREAM 174 691723.69 2037862.23 172 ~69 175 691686.99 2037887.77 SA76 ns s91s53.e1 ze37ev.w SA79 171 333 SD30 335 331 SGi0 q64 /SGS 291 (IMPORT ANTI sozz9 - sD31 30 soz7 INTERMITTENT STREA~4 ~ sc9 ~ sc3 i)7 691627.26 2A3781L42 178 691628.31 2837795.44 174 SA)B 329 332 - (U MPORTANT) 462 461 SD28 - SD26 N) SG6 ____295SC4 ?-7 SD24 327 SG746~ ~ 179 691597.21 283)762.86 ~A91 173 180 691590.95 2037769.03 32g\_ - - 296 SC7 ~SD23 203 SG5 z 199 rr rr~~ o SD24 .'"326 313 - 459 SCS - V -IBI 691585.91 2037757.22 175 $A80 528 527 1e2 691871.13 2A3n4247 SA82 WB3ST W83R 321 SD9 ! 204 SB15 a -Y 19/8 SB11 324 SD22 ~ SG4 / 183 691564.56 2837742.20 / PERENNIAL STREAM JURISDICTIONAL PERENNIAL STREAM - IB4 691565.89 2037124.81 52`1 526 SD20 SD21 322 319 SDl7 312 206 S616 205 p~§ /SB10 ~L STREAM 32 SD18 316 SD15 SD8 I 56180817 R .197 185 691552.87 20377A378 176 WETLAND WB3U 3 i6s s91539sB ze3767ss1 7_78 SA83 309 SDl9 32 -D 311 240 238 ! S619 S89 196 U 308 SD 3l8 SO1F 15 S 12 SD7 SB52 5650 236 212 _ SEB 187 691521.59 2037652.58 1.79 SA85~ 530 16e 691513ss z637szz.B7 SA86 548 wB3V 525 SD4 30 SDI- 4~ SUiT 310 243 24l 239 S648 2C4 5624 193 ~ ~ _ 317 SD6 S85 5853 S851 235_ SQ26 2;;, ~ 200 SB5 191 189 691617.28 2041244.11 540 531 i9e 69!601.58 2041229.44 183 177 549 W89C B4 - WB3P 306 SD3 SD13 252 245 S847 j 216 SI3~ 5612 ~ S63 ~I 191 691628.60 2041188.48 184 SA90 ]g0 SA84 w89D 547 WB3W ` 532 .124 192 691648.68 2041115.11 SA91 SA87 550 WB9B SD2 314 201 X89 F~%~I 305 664 S85 ~ 220 I SB28 a SDl SD10 SB32 SB13 194 y2 SB] 193 691656.56 2041163.61 546 539_ WB3X WN'30 194 691641.54 2041149.48 _ B3AE 250 / 221 213 - 190 ~ o 260 S862 5633 SB25 202 SB6 S84 SB2 261 5686 Sglq L 195 o z 195 691657.-77 2041138.74 188 182 181 551 WB9 WB9A 533 522 523 i9s 691684.29 2041150.03 SA9 SA89 SABB 552 Wgq 545 538 534 WB3Y W83M WB3N S887 ~ 237 230 22 ~ 217 SB7 ?~I 197 691696.01 2041143.81 186 185 WB9G Wgq B3AD WB3Z 198 691688.88 2041125.93 SA93 244 42 SB49 B42 SB29 -208 262 ~ S656 S654 SB 4 SB20 PERENNIAL STREAM SB88~J 247. 246 ~ 223_ 218 209 w 199 s9lsv.e5 2equw.A3 SA92 559 599 535 520 521 200 691679.64 2041101.21 187 554 WB H BB 536Wg3AA wa3K wB3~ INTERMITTENT `:TREAM 264 ~ SB59 SB58 SB35 SB30 SB21 W zel 691670.31 2041078.48 W Bg 10 zOZ 691680.60 2041076.19 SA94 555 543 Wg3A 519 (IMPOR A } SB90 49 - 19 0 253 56 SB65 SB61 248 234 232 9 ~ 224 SB31 210. 203 691693.15 2041010.26 WBII B7 537 518 WB3J 204 69170A.58 2841062.24 542 WB3AC 517 Wg3I 205 691696.62 2041047.77 557 556 B6 WB3H 2__ SB60 SB46 _ 22_ SB22 267 263 S882 254 251 S644 S641 SB36 206 691683.06 2041837.62 WB12 \516 371 207 691666.61 2041044.13 W813 558 541 514 515 372 WB30 SE9A S893 SB89 257 B66 SB63 233 23l 228 ,_226 X25_ 211_ o SB83 255 SB45 SB43 SB40 S638 .637 SB23 2BB s91649.z5 ze41A33.eA Wg5 W83E 513 WB3F SE10 2E 209 691635.68 2041044.97 WB14 511 667 1[27 U i 269 265 258 639 o I 218 69163A.19 2041034.88 350 692025.34 284822541 55 WB36 51 WB3D .7 377 SE 211 691641.33 2041011.46 351 692040.62 2040220.38 41-~B15 50 --51.0 wg3C 373 3 4 SE15 5695 SB91 SB84 PERENNIAL STREAM 259 p - 499774 SFl SL12 212 691650.65 20 B 352 692052.24 2A40220.80 509 Wg3A SE11 378 213 691643.38 204A994.42 353 692063.52 2A46219.27 qh' WB~07 WQ3 375 ~E16 383 266 SB85 ' 214 691650.32 204A972.14 354 692866.34 2040218.66 SF2 SEl3 215 69162949 204A968.88 355 692067.74 2040193.89 414 413 Wgl SE21 5692 _ . . 268 S P zUU6 216 691620.59 204A970.45 356 692069.78 2A49188.69 418 SF4 416 415 SF3 376 392 g5 2n svse3.3q zegA94974 357 s92e7s.le ze4Bii779 SF6 SF5 SE14 379 E20 SE23 271 SB94 ~F 271 GENERAL NOTES: war enuu~tilTY' 218 691577.47 204A93B.45 358 692093.98 204AI7A.34 SF8420 417 387 219 691537.02 204AB97.01 359 692121.29 2040166.68 ~ AM SF7 380 SE17 ~ SB98 / ppNh VJ SB98 270 I I. Horizontal Datum is derived from IiotlylR~ 220 691537.09 2040881.67 360 692133.68 2048160.38 INTERMITTENT STRE SF9A 419 SE19 SE25 398 221 691535.3A 204A869.19 361 692137.75 2040158.64 (UNIMPORTANT) sF9 422 381 ~ 99 SE28 - ~ SB96 _ " Geodetic Survey Monumen f AI ford-33 ,NAD-83. 222 691535.54 2A4A862.1A 362 692147.67 2040169.20 421 SF11 SE19 3_8_4 SE26 95 223 691515.74 204A851.68 363 692160.64 284017A.47 423 SF1_ 0 424 224 691492.35 2040831.A2 364 692172.12 2046162.41 SE22 SE33 279 SFl2 SF13 ~ 386 90_5__ S8101 225 691471.67 2040825.54 365 692183.48 2840171.01 425 SE24 396 274 Field ties to the streams and wetland boundaries sBlel z7z ~ 226 691469.78 2A4B795.10 366 692196.03 2946163.65 SF14 427 9 3_8_9__ SE34 SE43 227 6914)0.01 2A4B774.93 367 692215.54 2A40176.14 42_6 SF1 3 3 228 691466.25 264A752.57 368 692213.49 2A40198.18 SF15~_.~ 6 --~27 400 406 S899 shown hereon were made by differentially 229 691478.55 2A4B738.10 369 692230.12 2A40216.91 429 429 392 SE31 SE38 SE44 2_75 230 691485.95 2040116.89 370 692237.37 2A40213.05 431 SF18 SF17 430 SE30 gqq 901 87 58103 275 273 AARDVARK CORRIDOR corrected GPS measurements using a Trimble 58103 634 SB100 "GEO XT" GIS grade receiver. 231 691487.55 2A40707.25 371 691349.48 2839441.52 SF19 397 SE SE39 A13 277 2_76 232 691484.12 2840691.57 372 691343.74 2A39495.73 SF20 432 435 5811 Sgll 276 s6104 233 691498.67 2840660.74 373 691326.58 2039447.82 SF21 5F24 SE35 3_9_8 404 488 234 691497.94 2840637.27 314 691296.99 2039449.80 433 40_2 SE36 399 E42 2_7_8 - sett 3. This surve does not constitute a boundar surve . Y Y Y 235 691549.77 2A40659.38 375 691268.43 2A3947i.08 AARDVARK CORRIDOR SE22 436 SE40 SE3j A14S6113 ' 236 691551.54 2040650.31 376 691260.96 2039475.64 SF25 985 486 ~ 489 3 635 Boundary lines shown on this plat were taken from 237 691567.39 2A4061870 377 691255.41 2039482.44 434 ~ _ _ ~ 279 238 691505.85 2A90626.24 378 691246.11 2039482.04 439 SF23 437 WA11484 WAl 403 A15 S6114 ssu0 Wake County GIS da l a. 239 691596.39 2040618.04 379 691224.35 2039595.15 $F27 •~--SE26 WA19 SE41 990 506 ~ 240 691504.58 2040551.81 380 6912A4.22 20395A2.18 939 98~ A16 ~ zae SF29 440_ WA9 ~ 49 WA32 281 241 691568.05 2040535.29 381 691191.17 2039581.27 q$ l 504 505 242 691577.34 2040517.28 382 691183.21 2A39519.85 •~F29 SBI ' 281 6115 q. No utilities, above or underground, have been 32 X05 SBlt6 located on this plat. I 243 691587.26 2040490.64 383 6911)5.21 2039534.98 441_/'• qq5 WA8 48 ~ A17 WA3 WA3l 299 691562.49 2040442.24 384 691163.43 2039526.53 SF30 442 409 ~ iA3l 282 i 245 691533.15 2910425.72 385 691149.43 2039532.81 - SF34 ~AWA7 4[~~7\ 499 500 246 691524.82 2010401.62 386 691131.79 2039525.7) SF3! SE4 480 _ WA2 WA2 0 16117 i 2 636 `,i. All features are Jurisdictional except where noted. C 247 6915AL72 2A40366.11 387 691118.24 2039538.28 -~\45 497 498 501 _ 248 691498.35 2040362.75 388 691109.16 2039553.36 4_43 979 wA6 5el sBlie WA2~ ~ I 249 69149A.55 2040722.68 389 691098.05 2839549.49 SF32 446 q WA5 ~ 496wA23 A2 WA2 250 69(504.72 204A312.18 398 691095.37 2039556.15 444 SE35 9@_ ~ WA22 c 503 251 691517.37 20403AA.07 391 691AB7.35 2039571.12 - SE47 q7g~ 252 691538.21 2040289.05 392 691064.55 2079551.85 SE33 WAq ~ 1 WA29 I I, Ronald L. Newry, PLS hereby certify that this j 253 691516.65 2040259.83 393 691073.43 2039549.77 447 \ 254 691491.83 2040241.30 394 691038.6A 2839549,53 SE36 97.976 _$8 86 83 255 691495_72 2040210.81 395 691035.85 2079519.65 qq8 WA3 WA2 SB125 5 ~ SB12 63 Saz map was prepared under my supervision and that "256 691465.18 2940176.84 396 691830.09 293956513 c~ _285 9_4_ 257 691469.68 2040167.46 397 691926.3A 2079552.58 449 SF37 41~ qyJ _2$7 68122 SBI21 SB120 WA28 _ 285 84 the streams and wetland boundaries shown hereon ~ 258 691475_10 2049158.82 390 691010.39 2039569.16 SE39 ~ 6E48 WA21 SB124 259 691497:99 2848159.81 399 691001.13 2039550.39 \y5@_ qqq selzz se121 ~ are based on actual field ties using di_f• feren Jlally 260 691517.48_ 2040115.49 40N 698962.65 2039553.31 SE39 492 WA20 261 691526,01 294AI2L55 401 698958.84 2979565.71 951 WA10 993 rr I G , l ~ ~ using a Trimble Q ~o ec ed PS measL I amen J s ~ 262 691461.A9 _ 2948116.39 402 69A926.91 2039571.56 SF40 WA 9 263 691466.36 294AN86.62 483 690915.84 2939566.89 1 JURISDICTIONAL ~ "Geo XT" GIS grade GPS receiver. ISOLATED WETLANDS (NON 404) WI t Hess my original signa Kure, registration number 26a 691{23.19 2940070.41 qda 690899.83 ze5v56a,5s_ INTERMITTENT STREAM \952 265 691392:15 ?040072.39 4A5 69088_7.77 2A39595,96 ~ SF41 WE1 LAN[) ~DICTIONAL _ ! 266 691369,25 2A4B966:B4 406 69A856.91 2A39598.fi1 (EMI ORTANT) 453 26) 691365.BF1 2840056.51 481 690631.81 2939593.19 1 LAND ® JURISDICTIONAL WETLANDS and seal I-his _II__day o f IAQ A.D., 2006. ~ r BOUNDARY LINES NOT SURVEYED ~~~'"""'~a 268 691326.03 2840023.28_ 408 696690.41 2939578.18 SF42 269 691395.37 2040012.71 409 690778.77 2979575.06 ~ ! ~H CARS _ 279- 691243.45 2039977.96 410 690151.49 2039574.48 I O 110 50 O 150 300 271 691138.02 2039945.91 411 691293.45 2038492.21 455 5 I CONCRETE PIPE ~ ~ ~ . . ! I 300 PERENNIAL STREAM ~Q~. - ~ 1P,1~1 orb ya".:~ 777 ~Qlild I~ 7P iQOn'i PG dl~ cai~on oe `n~n.n-n n ~ . \SF44 276 691084.89 2039921.89 413 691271.61 2068463.25 SF 4 - a 74 691976_10_ 2039980.98 414 691271.61 2068482 66 275 691922.30 2039897.97 915 691264.4) 2038477.66 216 690959.72 2639839.87 116 691244.51 2038477,00 2~M- " INTERMITTENT STREAM (IMPORTANT) Ronald L. Nesary, PL SEAL 277 690950.26 2639013.80 417 691232.95 2038463.72 278 690954.52 2039801.63 418 69120566 2038447.64 35 - - INTERMITTENT STREAM (UNIMPORTANT) NC L-1535 r 1-45 279 690930.53 2099789.9 49 691165.27 2038445.72 GRAPHIC SCALE 280 696905.40 2039805.25 420 691161.93 2038436.04 N. - ~5~ F 0 - - - ISOLATED STREAM (NON qO9) SNR 261 690896.75 2039826.56 421 691156.00 2039428.93 282 690@56.68 2639848.44 -422 691134.58 2038436.28 --j-- STREAM CLASSIFICATION BREAK 0 N~ Cu LEE 0 283 690750.60 2@39840.15 423 691121.03 2038433.32 284 690745.62 2039807.80 424 691122.19 2038439.63 DRAWING NO. 285 690758.09 2039784.57 425 691095.30 2038424.91 266 690747.32 2039732.34 1426 691080.27 2838415.65 WET-1 a I a 8 7 6 5 4 3 1 2 „ ~ ~ ~ - -c _ ~ ~ - _ f ~ I ~ i ~ \ / , - ~l i , _ i~ ~ ~~rl~lf' - ~ , _ ~ - J ~ i i ~ _ - , ~ ~ _ _ / >r ~ i j / / ~.u~A.~V A i ~ i \ 1 ~ ~ A \ ~ \ i ~ ~ J ~ ~ ~ - i ice- ~ ~i ~ A ~ ~ ~ / ~ ~ ~ri~~ i ,~i / ~ ~ / l ~ / y f ; - - - , t - _ - i ~ - _ _ - / it ~ \ ~ ~ / ~ ~ ~ V~ _ - ~ - ~ ~ ~ - - ~ _ i _ i i i t I ~ _ _ , _ ~ > / - 1 i a ~ ~ ~ ~ ~ ~ - ~ ~ ~ ~ ~ f ~ \ ~ _ \ 1. EXISTING LAND USE DESIGNATION IS WOODED (GOOD COVER) ACCORDING TO DRAWING C-0 (VEGETATIVE i O ~ ~ ~ ~ ~ ~ - A - ~ ' ~ L. ~V ~ ~ ~n-_ ANALYSIS MAP REV. 1 DATED 12-17-02 PREPARED BY SPAULDINGS & MORRIS PA DESIGN CONSULTANTS. _ __~1 _ ~ ~ ~ ~ ~ ~ ~ / , r, .3r~t1 - _ _ ~ _ ~ _ ~ i ~ I l i ~ ~ _ ~ V ~ ~ ~ ~ ; ~ ~ ~ ~ 2 SOIL 15 MAYOOAN ACCORDING TO DRAWING C2 0 (SOIL ANALYSIS MAP REV 1 DATED 12-U-02 PREPARED BY _ ~ I ~ ~ x ~ ~ I / 1 / / _ _ - ~ r l ~ ~ ~ ` ' ~ ~ ~ ~ ~ ~ ~ - ~ _ ~ ~ ~ ~ SPAULDINGS & MORRIS PA DESIGN CONSULTANTS. THIS SOIL CLASSIFIES AS A SOIL GROUP B PER "URBAN I f ` ~ ~ _ ~ _ ' tom- / / . ~ - - ~ / % ~ y _ . _ - - - . i ~ ~ _ ~_i I ~ ~ ~ , , 1 _ - .I, - x ~ , _..w-.-.~._.~___~ ~ ~ HYDROLOGY FOR SMAI1 WATERSHEDS", 2ND EDITION (TECHNICAL RELEASE NUMBER 55), JUNE 1986, BY U.S. SOIL ~ i ~ ~ - _ ~ i ~ ~ ~ / _ _ _ I _ ~ ~ ~ GoNS~RVATION sERVIGF. ~ ~ ~ V i i ~ ~ ~ ~ ~ _ I / ~ ~ ~ _ _ ~ ~ ~ ' ~ _ ~ _ 3. THESE SITE DRAINAGE AREAS WILL HAVE POST DEVELOPED DISCHARGE LESS OR-E4UAL T©-PREDEVELOPED ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - ~ I ~ ~ ~ i / / DISCHARGE (NO CHANGE IN LAND USE, REDUC110N IN DRAINAGE AREA}. ~ ~ ~ I i ~ ~ ~ ~ ~ _ ~ ; ~ ~ I ~ I i , ~ ! i ~ ~ ~ ~ ~ ~ ~ ~ 4 OFF-SITE DISCHARGES TO PERENNIAL STREAM WAS NOT MODELED DUE TO LARGE OFF SITE AREA I I I ',i~l~ TRUE ~ i ~ ~ ~ ~ i ! 1 ~ I ~ ' ! ~ ' ~ ' ~ i ; j ~ ~ ~ ~ ~ ~ ~ ~ THAT IS PENDING DEVELOPMENT). ~ A ~ 1 ~ ~ ~ ~ ~ ~ .T i i l~ i 1 ~ , ~ ~ ~ J I ~ ~ ; , i _ , ~ ~ ~ ~ , , . A V ~ i/ / ~ i i ~ i ~ ~ ~ ~ ' ~ A ~ , , i i ~ i i \ ~ ~ ~ ~ ' I,. 1 ~ ~ \ _ A ~ ~ i V' i / _ ~ 1 ~ A ~ i ~ ~ i ~ ~ I i / A i I i I / / ~ ~ ~ ~ - l ~ ~ ~ 1 ~ i \ \ I ~ I \ V A ~ ~ ~ _ ~ V ~ ~ ~ ' I 1 ' i I \ \ ,i V~ V ~ 'i ~ ~ 1 I ~ ~ ~ , ~ ~ ~ - ~ ~ ` V 'i; ~ / ~ ~ I ~ ~ 1 A 1 I I ~ ~ I1 ~ A ~ ~ ~ ~ ~ IE~. _ _ ~ II ~I j I \ \ I I \ \ ~I , ~ ~ ~ ~ v v - ~ I i ~ ~ j i i .-'iii / /'i'/i-~ . ~ I ~ - ~ i ~ ~ A ~ ~ ~ ~ ~ i ~ i ~ ~ ~ ~ ~ I ~ ~ 1 ~ i~~ i / 7~' ~ l - _ / ~ ~ ~//i/ ~ w ~ / ` I ~ ~ ~ I t ii ~ i~~i ~ I ~ ( ~ I ~ ' i I ~ ~ j ~ ~ ~ . _ ~ ~ ~1 ~ i~ il~; ~ I ~ ~ I ~ i~ i i i ~ - G - ~ ~ ~ i ~ 1 I ~ ~ ~ ~ z - - ~ ~ i - ~ ~ T ~ ~ _ - i , . _ i ~ - ~ `V ~~i \ ~ ~ ~ ~ ~ . A , ~ , ~ ~ , 1 ~ ~0 - - . , w ~.3tiu ~ ~ - - ~ Z / _ _ , ~ ~ _ ii _ _ ~ - ~ 3 - ~ ~ ~ ~ i : i~A_;- , ~ _ - _ - t ~ ~ / - Q ~ _ , _ ~ ~ / ~ z t, - ~ i ~ ; ~l ~ _ ~ w - ~ . ~ -,3 - ~ _ / w w I ~ ~ , ~ v ~ ~ ~ i ~ i ~ - - _ ~ \ % - ~ ~ ~ p ~ i ~ i Q ~ - - ;Ow \ ~ ~ \ \ ~ ~ \ \ ~ ~ ~ \ ~ ~ ~ ~ ~ ~ A, ~ ~ ~ _ L~ Q ~ ~ \ \ \ \ ~ \ \ ' ~ ~ ~ , , _ ~ ~ ~ c i i w ~ ~ _ _ A ~ ~ ~ )I~ i I ~ W ~ ~ ~ ~ \ W ~ r ~ ~ x ~ ~ y ~ ~ ~ ~ ~ ~ o w \ .A ~ F w _ _ ~ ~ ~ ~ _ , ~ ~ ~ ~ ~ ~ - ~ w - - ~ ~ ~ . _ - - - ~ ~ ~ ~ I I I I ~ ~ I ~ 1_ w ~ ~ , ~ _ , _ , \ ~ ~ 1 1 ww r~ ~ 1 ~ A ;n ~ ~ ~ ~ ~ ~ ~ i i I i ~ ~ I ~ ~ a.j i I ~ 1 1 ~ O - ~ ~ i i w j; I I w ~ ~ ~ ~ ~ i F-- ~ I ~ - - ~ ~ V i - i i 00 ~ ~ _ ~I ~ i Z ~ ~ , ~ ~,1 ~ ~ / i I ~ ~ ~ ~ 1 / i ~ ~ ~ / / I U Q f - ) I ~ -F t~ - i / ~ ~ - ~ Z ~ w - i 1- } + / Op _ ~ t ~ LEGEND ~ / l- ~ ~ ~ ~ / ~ i , ~ - POINT ,r / ~ _ OUTfALL ! _ 0 ~ ~ N U ; 4_ ~ ~ E ?z ~ ~ ~ I ~ / w- ~ ~ ~ ~ _ ~ ~ / ~ I i I ~ ~ ~y,(1 EXISTING CONTOUR Q w <n / r t ~ I~ . ~ i ~ ~ ~ ~ W ~ ~ ~ ~I ~ ~ ' / / \ ~ ~ ~ ~ ~ ' ~ ~ - ' ' - ' - - APPROXIMATE PROPERTY LINE PARCEL 1 85 ACR / 1 i r Z CO ~ I ~ ~ ~ ~ ~ ' 1 ~ I I i / ~ ~ i I/ / i~ ~ ~ ~ ~ ~ I ~~-0 ~ ~ j ~ ~ ~ ~ i ~ ~ i ~ ~ ~ / Ii - Z. ~ ~ ~ / ~ ¦ ~ i / / / ~ I ~ , , i ~ ~ ~ / ~ ~ ~ ~ ~ AVERAGI LONGEST TRAVEL PATH FOR Tr ~ i ~ ~ s / ~ ~ i ~ ~ ~ ~ l i / ~ ~ ~ ~ / ~ ~ / ~ ~ i~ ~r ~ ~ - ~ i I~ ~ i j i % / ~ A V ~ w Z, ~ ~ ~ ~ i ~ j ~ - a ~ 1 / % ~ I DRAINAG ~ _ ~ E AREA BOUNDARY I Q / ~ , - . ~ ~ ~ ~ i ~ ~ ~ ~ - / ~ 1 I ~ ~ I / ~ ~ 1 i ~ _ ~ i , _ _ ~ _ , ~ ~ ~ i ~ , ~ ~ ~ ~ ~ - / Q / \ ~ ~i / ~ ~ --~1 ~ i I ~ i - ~w i ~ ~ ~ / / Z t ~ ~ ~ ~ - - ~ ~ ~ ~ ~ I _ - ~ , , ~ ~ ~ ~ i / ~ ~ / I , ~ / ; ~ OTHER SITE DRAINAGE AREAS (SEE NOTE 3 m 1 ~ ~ ~ ~ I I ~ ~ ~ ~ i I I iii ~ ~ ~ w ~i , ~ I ~ i o I~ i _ ~ J , ~ ~ ~ . A / ~ ~ W i / ~ ~ ~ ~ ~ ~ ~ ~ i ~ e~ ~ ~ - ~ , Y 0 i ~ ~ ~ !I ~wz i l l ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ / , ~ I ~ ~ I 0 ~ ~ i ~ z I _ i ~ D - PERENNIAL STREAMS ~ _ A i ~ - , I ~ ~ i j ~Z ~ UNIM PORTANT INTERMITTENT STREAMS ~ ~ I ~ ~ QU - / / + ~ / ' ~ / ~ INTERMITTENT IMPORTANT STREAMS Q~ ~ + >w o~ ~ i' I + ISOLATED STREAMS iZ~ ~ ~p r ~ ~ + ~ ~ ~ T Z~ ~ ~ i O w / / ~ - - _ + + ~ ~ ~ WETLANDS ~ + ~ ~ ~ ~ T f-- , , ~ ~ _ - f Et - ~ + L ~ ~ ~ ISOLATED W T -I- + , ELANDS 0 ~ ~ _ ~ ~ 1 t ~ ~ ~ ~ ~ ~ ~ ~~z 1 1 _m j + + + + + + + + + + ~ / I ~ w ~ i ~ I ~ s -f- + ~ ~ - rt + 4 ~ ~ , - -r _--~--~1--~ -IT + T - _ f~ - - ~ i LL - i _ + ~ ~ / ~ ~ / Sp Sq ~ O + _ ` _ _ + + + ~ I iZZ J - ~ e E- ~ ~ i \ ~ ~ ~ I ~ ~ ~ ~ - i a ~ °Zw ~ ~ ~ ~ Q Z / / ~ ~ ~ ~ U Q ~ ~~---_1''--__ %j ~ - ~ + ~ + + ~ ~ ~ I w ~ ~ ~ ----r--- ~ ; - - w ~ , ~ ~ ~ ~ ~ i -i- + i ~ m ~ ~ / ~ - / ~ / ~ ~ i Q ~ ~ . ~ ~ ~ - - _ _ - ~ _ f- - T + 200 300 O ~ r + ~ i - ~ ~ 1„_ 100' ~ ~ T - l+ ` t- ~ ~ ~ ~ ~ ~ - ~ i l ~ i ~ ~ / i / ~ / , _ ~ ,1 ~ - ~ ~ ~ _ ~J - ~ ~ i N - SA~ - o e ~ ~ + - ~ - - ~ _ ~ i A s \ _ _ - - ~ ~ ~ ~ l i ~ _ e, i ~ i v ~ _ _ - - ~ I \ - - ~ ~ ~ ~ ~ -F o~ ~ _ ~ _ ~ ~ \ - S pd ~ 7) 77 ~ ~ _ - ~ B \ / ~ / V _ ~ O _ _ ~ \ \ ~ ~ _ n~~ , ...__~-~U ~ I ~ / ` \ \ _ ~i ~ ~ i ~ ~ ~ _ ~ ~ ~ ~ 1 ~ \ ~ % ~ ~ ~ ~ ~ ~ ! NOVARTIS VACCINES & DI AGNOSTICS - STREET NAME / i ~ \ ~V~\ ~ i _ CITY, STATE - ~ ~ ~ i ~ \ ~ REV DATE REVISION DESCRIPTION DES. DES. PROJECT: U S FC C APPROVED REV DATE REVISION DESCRIPTION APPROVED DRAWING N . CHK. CHK. ~ RE REFERENCE DRAWINGS A ISSUED FOR REVIEW NAME DATE TITLE: 7 ORIGINATOR TMH STOR MWATER ~ f~A~IAG EME~1T_ DRAWN t„ - :-0 PR E DE1/ ESOP MENT P ~A~l r Isc. ~E>no ~t - FROJ. EN(~. ~ A a DEPT. MGR. C?UALITY SCALE PROJECT NUMRi_R DRAWING NUMBER REV 1 XX - _ 00 C 40 99 11 A 8 ~ ~ 5 4 3 2 1 ~nnn Gii ~ ni„ ~a~_nw~i np~~~~iT pi nni n~~i~ g 7 6 S 4 3 2 1 ~ V i - ~ ~ ~ ~ - ; ~ ~ , ~ /i i ~ \ / ~ ~ ~ ~ ~ ~A _ _ _ - I ~ _ i C^ , % ~ ~ / ' ~ \ ~ 1 ~ ~ i ~ ~ i _ - / i ~ _ ~ ~ _ _ ~ A - A / - ~ ~ ~ A _ _ _ ~ - - ~ ~ ~ ~ ~ ~ ~ - RAWING C-0 VEGETATIVE --~~~T i , . ~A,~~ ~ ~ ~ \ ~ 1. E>ISTING LAND USE DESIGNATION IS WOODED (GOOD COVER) ACCORDING TO D • " . 1 ~ / , / / ~ ~ , ~ _ _ V. ~ ~ ~ ~ ~ \ . _ _ ~ -~~i ~ ~ ~ ~ _ _ ~ ~ ~ ~ ~ ANALYSIS MAP) REV, 1 DATED 12-17-02 PREPARED BY SPAULDINGS & MORRIS, PA DE51GN h~ - ' ' " J i ~ i - - _ _ ~ ~ - ~ , i - /i ~ - - ~ ~ ~ i ~ l ~ I j ~ A ~V T ~i - _ ~ ~ ~ - ~ CONSULTANTS. _ i / ~ _ - - / i / ~ l I i ! l i / / / % / ~ ~ \~~L~~ = - ~ " ~ ` 2 501E 1S MAYODAN ACCORDING TO DRAWING C2.0 (SOIL ANALYSIS MAP) REV 1 DATED 12-17 02 ~ ~ / ~ - _ - ~ ~ H _ _ ~ I ~ ~ ~ \ ~ ~ PREPARED BY SPAULDINGS & MORRIS, PA DESIGN CONSULTANTS. THIS SOIL CLASSIFIES AS A SOIL ~ - l._L .L...._ - .,L` . A i ~ ~ ~ ~ ~ ND EDITION TECH~N+GA~-~REL-EASE. ~ i ~ ~ \ ~ j _ - - ~ ' 1 ~I'~ I _ ~ ~ , ~ ; ~ _ _ _ ~ ~ rGR9UP B PER URBAN HY~RO~OG ~ FARMALL WATERSHEDS , 2 i _ _ , ~ ~ ~ ~I~UMBER 55), ,JUNE 1988, BY U.S SOIL CONSER~ATIONSERVIGE _ ~ ~ - - 1 ~ ~ I ~ 1 - _ I ~ _ ~ - A t ~ 3. THESE SITE DRAINAGE AREAS WILL HAVE POST DEVELOPED DISCHARGE LESS OR EQUAL TO _ ~ ~ ~ _ - _ f . _ - _ . _ ~ ~ ~ - _ ~ _ ~ ~ PREDEVELOPED DISCHARGE (NO CHANGE IN LAND USE DR REDUCTION IN DRAINAGE AREA). I - ~ y r.._. _ ~ ~ ~ ~ ~ ~ d ~ J i 4. OFF-SITE DISCHARGES TO PERENNIAL STREAM WAS NOT MODELED DUE TO LARGE AREA THAT r , ~ i i - i=~ ~ ~ 1 ` 1 ~ ~ ' f' ~ V ~ ~ ~ ~ ~ iS PENDING DEVELOPMENT. , ~ - ~ - y,~A ,i~ ~ , - / ; . ' ~ \ / / _ _ ~ i I ~ i \ ~ ~ ~ V~~ ~ - ~ ~ ~ \ \ . ~ , ~ 1 ~ ~ / ~ - ~ ' ~ A \ / i F` _ , ~ - < ~ J ~ i ,A ~ 1j!II~I~ ~ ~ ~i~Vl ~ N a~~,~'~a42~. Fr. ~ ~ , ; , _ _ ~ ~ I i - ~ _ r ~ , , _ ~ - + ~ ~ ~ ~ ~ ~ LAND USE DESIGNATION / ' ; 1. ~ ~ ~ ~ I ~ A ~ ; . ~i~ } ~ ~ ~ ~ ,J GRASS GOOD ~ ~`i ~J~ _ _ 1 yi ~ _ . i. A \ PLANI ~ - _ ~ ~ ~ K . ~ ~ I ' I I ~ , ~ _ A I ~ ~ ~ ~ ~ - A i i ~ - - ~ ~ , GN OI A~ ' i i . . _ _ ~ ~ . ~ ; ~~f ~ ~ I ~ _ . , ~ { ~ li I _ ~ ~ _ / / / _ ~ ~ - .ice ~ ; _ _ ~ ~ ~ _ ~ ~ I I ~ ~ ~ ~ ~ ~ y ~ - / - -r - _ ~ ~ ~ _ ~ - NT U LNG ~ T ~I ~ ~ PAVEME ~B LLD _ , ~ ; ~ B ~ / ~`C ~ ~ , ~ _ , ~ ~ G - - ~ ~ ~ ~ - - ~ _ ~ ~ - - - y~ - u ~ ~ ~ ~ ~ ~ i ~ - _ ~ ~ I ! ~ ~ ~ i - _ _ ~ ~ , ~ ~ ~ , i ~ ~ ~i / ~ _ _ ~ / 1 _ l , . ~ _ , ` L _ ~ Z \ i I ~ l ~ . ~ j(! N ~ ~ , ~ ~ ~ - ~ , ' - y ~ , ~ . - - ~ = T ~ ~ \ ~ , , / ~ _ ~ WOODS 'GOOD„ ~ ~ ~ ~ V A ~ ~ ~ If i /j ~ _ i / _ - I ~ ~ ~ T ~ r A ~ ~ , Q ~ ~ ~ / a. - /-7-' ~ / _ ~ ` ~ d ~ - - ~ ~ - i--~-~~ - ~ i ~ - ~ ~ , I , > _ . ~ . ~ ti ~ ~ ~ ~ ~ ~ ~ _ --~~(n - - ~ ~ - ~ ~ / % _ ~ ~ ~ _ Z \ i, ~ ~ _ ~ - I ~ ~ ~ ~ I , - - - - i ~ , ~~-;g ~ ~ / _ ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ ~ - , ~ j ~ ~ , ~ - / / / , , - ~ ~ i 1 Q ~ - i ~ ~ ~ z ~ _ _ _ T ~ J i ~ ~ ~ - _ ~ ~,i A _ -i ~ 3 - , _ ~ _ Z l~ ~ - ~ - 'W ~ i~~ ~ ~Sl _ _ - ' _ - - t _~,~j ~ ~ ~ I ~ ~ ` ~ ~ 1 X ~ ~ ~ \ 1 ~ ~ ~ :?w ~ ~ - w / ~ ~ - - _ i V ~ ~ ~ ~ i ~I ~ ~ ~ ~ i ~ ~ , -T \ - _ ~ . ~ , / ~~y ~ ~ ~ ~ ~ i ~a;r ~ ~ ~ Q ~ _ / i 7 ~ ~ , ' _ _ - ~ ~ i i ,4. i ~ _ ~ ~ ~ ~ ~ I 1 i 1 ~ ~ ~ ~ ~ V ~ ~ ~ w , / ~ ~ ~ _ - _ _ - ~ r,_ ~ ~ ~ t i ~ _ i~ % ~ ~ ~ ~ ~ .r i i _ - I I I ~ ~ ~ i ~ ~ i ~ L ~ ~ ~ ~ I , ' ~ i ~ - ~ / ~ ~ ~ ~ ~ I ~ ~ ~ ~ ~ l ~ ~ I A I I ~ v ~ ~ ~ ~ ~ ~ f - i \ \ ~ _ K G; 1 ~i~ ~ ~ ~ ~ ~ ~ ~ ~ I ~ ~ ~ ~ - i i 1 w ~ f ~ ~ ~ ~ _ _ \ ~ ~ ~ ~ i' ~ ~ ~ - ~ f ~ ~ y V ~ ~ ` ~ ~ ~ ~ ~ w ~ ~ _ ~ ~ - FILL FI IS 1 -r u ~ ~ - i'~ ~ ~ _ ! ~ i ~ I I I ~ \ ~ ~ I ~ ~ A-- ~ I ~ , , i 0 ~ ~ Z ~ / i ~ I ~ ~ ~ w / ~ H , i , 1 J ~ I \ 00 U Iii _ 7 - ~ ~ ~ - ~ i, x I ~ w ~ - A - ~ ~ ~ 451' / i~ / ~ ~ _ . p 3~ ~ ~ ~ E P i~ ~ / ~ ~ . A 1 ~ ~ ~ ~ ~ ~ z ~ ~ % - ~ / ~ ~ - c , ~ ~ 1 ~ ~ 0 ~ ~ g ~ ~ 1 ~ i i - , } _ a z ~ ~ _ . J Q I / ~ - -I - A C i C I' ~ Z / _ J - ~ II - I_ ~ ~ _ EEG Ell D ^ ~ w -i i ~ ~ - ~ ~ lj Q'' _ ~~_F__~~iJ ~ ~ ~ DRAINAGE AREA OUTFACE POINT ~ ~ ~ ~ ~i I ~ I U ~R 1 A _ ~ ~ - E p ~ _ ~ _ . - _ _ A ~ ; - = EXISTING CONTOUR ~ ,y5~ U ~ i ~ ~ i~ - ~ _ i, ~ ~ l Z % i ~ - ~ ~ / - ~ ~ ~ ~ ~ I ~ - - L~ ~ ~ FLU ~ ~ I ~ ~ / ~ ' ~ i i / p - ~ ~ ~ ~ ~ - I CKa iNC~~~~ i - \ ~ ~ ~ ~ - - - - - - - APPROXIMATE PROPERTY LINE i i ~ ill) ~ ( i _ - to l I ~ ~ i a ~ V ~ ~ / i~ i I / ~ i V / ~ ! ~ I ' ~ ~ I ~ ~ \ ~ - / I ~ ~ / / ~i i;l \ SA I ~ i i ~ I ~ ~ I1, i ; ~ i ~ , ~ ; ~ , ~ ~ , ~ ~ i ~i ~ ; , ~ ~ ~ ~ ~ i ~ AVERAGE LONGEST TRAVEL PATH ~ ~ I', 1v ~ I - ~ ~ -r , ~ I - s ~ ~ ~ ~ ~ I Z ~ / ~ ~ ~ \ ~ a - - X336-- ~ i I V~ ~ ~ ~ ~ I ~,I i I~; Ii ~ ~ ~ iii j / ~ ,~,~I ~1~, ~ , Z i ~ -7 ~ ~ ,i~ i i / ~ ~ ' ' I ~ ~ ~ ~ ~ ~ - ' % ~ / / ~ ~ / i u, ~ i ~ I ~ l ~ i ~ ~ ~ ~ I I , / ~ _ ~ ~ ~ I U ~ ~ i~ ~ ~ i ~ i i i I ~ I ~ i / ~ ~ ~ ~ i ~ ~ ~ ~ I DRAINAGE AREA BOUNDARY i / \ % / \ ~ r' ..111!11 ~~,!il i i l v~, I ~ ~ ~ i i I I _ , ~n ~ 'J L ~ I - ~ - t ~ D ~ ; / ~ / ; Ij I ~ .1!11 % ~ ' ! - ~ / ~ ~ ICI I~ % ~ ~ ~ ~ ~ / ~ i ~,I ~ ~ ~ ~ i / , j i ~ ~ i Q % / _ ~ ~ I / / - I-1~ i ll~r i ~ ~ ' ~ - / ~ ~ ~ ~ ~ / ~ ~ / ~ ~ ~ ~ I,, i I ~ ~ ~ ~ ~ , ~ 1 PROPOSED MAJOR CONTOUR ~ ~ - / / / / i I / / 1 ~ ~ ~ I~~ ~ i ~ w I ~ i ~ i, ~ / i ~ ' ~ ( - / ~ ~ ~ ~ ~ PROPOSED MINOR CONTOUR ~ ~ / i ~ ~ / ~ ~ ~Lf~ ~ ~2 ~ ~ k ~ ~ / ~ i i i~ ~ , i I ' ' ~ ~ ~ ~ ~ u- ~ ~ Q _ ~ ~ ~ ~ ~ o L ~ ~ F X37 ~ ~ _ ~ ~ 1 - / ~ ~ ! / D ~ ~ ~ - _ - ~ ~ I u 3 i _ ~ - - - _ . _ _ j i ~ , o ~ ~ 1 i - - ~ ~ ; , /l ~ / ' ' Q / i _ ~U ~ / - - - i ,n ~ , ~ ~ ~O - ~ % - - Qo - - - _ > w I ~U ~ z ~ o - ~ I I ~ _ C C ~ I Q m Jz i ~ - , , ' / V O i. z _ _ ~ -l ~ ~ s ~ ~ ~ ~ I ,mow / / ~ ~ c _ , , ~ z age-____----- _ ~ - w - ~ oNP - a- - i o/ ~ \ ~ ~ - ' O ~ SP SA ~ Z ~ I ~ a ~ ~ ~ I \ \ ` ~nU P ~ ~ ~ I ZZ , o~~ - ~ ~ o~ ~ ~ i ~ ~ ~ ~ / Z ~ _ ~ e O Z -J- v ~ ~ / U Q , _ ~ ~ / ~ ~ i - _ ~ ~ z ~ ~ ~ / , _ 0 100 X00 300 - v AN - ~ ~ ~ ~ ~ i' i ~ ~ ~ ~ ~ ~ ~ - ~ ~ ~ i ~ ~ o - 0,----~ \ ~ _ ~ ~ ~ I- / ~ P / ~ s\ ~ ~ ti ~ ~ / ~ V~ ~ i ~ ad ~ ~ A~V ,A ~ ~ _ - \ ~ ~8~_~~ s e / ~1~~ - N CA N A ~ ~ / ~ ~ V/ - '~l - p / P ~ _ _ - B ~ i oyq ~ s l \ ~ ~ - . \ \ ~ ~ / ~ ~ ~ _ ~ ~ f~' ~ - ~ ~ ~ \ ~ i I / - V - ~ `SAN. _ ~ r' _ ~ _i / , N~VARTIS VACCINES & DIAGNOSTICS ~ ~ \ ~~J- . i I ~ I \ i ~ ~ I i ~ S NAME ~ ~ \ ~ ~ / s-~ ~ ~ i ~ ~ ~ ~ ~ ~ _ ~ ~ - , ~ C ITY, STATE _ ~ ~ \ ~V ~ ~ : ~ _ j ~ a l ~ PROJECT: ~ S EC C DES. DES. REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION APPROVED DRAWING NO. RE CHK. CHK. REFERENCE DRAWINGS NAME DATE TITLE: ~ - ~ I STORMWATE~ MAMA M oRG~NATOR GE E~1T A ISSUED FOR REVIEW DRAWN ~ - ~ ' ~ ~ 1 PosT ~~EV~ ~_c,~ ~ ~ , r ~ ~~A~ PROJ. ENG. DEPT. MGR. (~iUALIW J ~.E ROJECT NUMBER DRAWING NUMBER REV P 22001 1--XX 00-C-40-- - 99 12 A 4 3 2 ] 8 7 6 5 rAnn iii ~ ~i~ nn~T-nnv~i np~~~~iT Pi a~i ni~ir. 4 3 2 1 8 7 6 5 - ~ ~ I I ~ ~f _ _ / / ~ V ~ I ~ ~ t i ~ ~ I i I ~ ~ / ' _ ~ _ - A ~ ~ ~ ~ .I I r ~ ~ ~ ~ ~ ~ ~ y v ~ COTES i - ~ ~ _ _ . - ~ i / i ~ ~ ~ ~ ~ ~ ~ ~ ~ i _ A ~ , , ~ ~ ~ \ ~ ~ 1. EXISTING LAND USE DESIGNATION 15 WOODED (GOOD COVER) ACCORDING TO DRAWING C-0 (VEGETATIVE a ~%i ~ ~ ~ ~ ~ \ ~ ~ ~ \ ANALYSIS MAP REV. 1 DATED 12-U-02 PREPARED BY SPAULDINGS & MORRIS, PA DESIGN . ' ~ ~ _ ~ ~ / ~ i ~ ~ ~ ~ . ~ ~ CONSULTANTS. ~ - - ~ ~ ~ ~ I V \ / / _I ~ ~ \ _ ~ ~ ~ - - - ~ ~ ~ ! i ~ ` ~ ~ 2. SOIL IS MAYODAN ACCORDING TD DRAWING C2.0 (SOIL ANALYSIS MAP) REV 1 DATED 12 17 02 ~ _S, ~ ~ 1 i ~ ~ ~ ~ ~ ~ ~ / r - ~ l l , ~ ~ ~`v~i H ~ _ / _ ~ PREPARED BY SPAULDINGS & MORRIS, PA DESIGN CONSULTANTS. TNIS SOIL CLASSIFIES AS A SOIL ~ ~ - - ~ - = ( _ _ i ~ ~ , r ~ _ i i i r ~ ~ ~ - ~ ~ _ ~ ~ ~ j - - r _ / ~M'---- .i_~ ~ ~ ~ B PER 'URBAN HYDROLOGY FOR SMALL--WATERSHEDS' 2ND EDITION TECHNIC-A~--RELEASE i i 1 - , : _ ~ ~ ~ . ~ ~ - _ _ ---~G-~- , ~ ~ 'V i ~ _ _ ~ ~ --N-UMBER 55), JUNE 1986, BY U.S. SOIL CONSERVATION- SERVICE. - ~ ~ \ I ~ ~ ~ ~ _ ~ ~ ~ ~ i ~ 3. THESE SITE DRAINAGE AREAS WILL HAVE POST DEVELOPED DISCHARGE LESS OR EQUAL TO - ~ ~ ~ - ~ ~ ~ ~ ~ ' ~ r \ Y - / _ 1 ~ ~ ~ ~ I ~ - - ~ _ ~ ~ ~ ~ ~ PREDEVELOPED DISCHARGE (NO CHANGE IN LAND USE OR REDUCTION IN DRAINAGE AREA). _ 1 ~ - _ _ ~ / ~ , ~i _ _ ~ ~ , ~ _ 1 ~ - ~ ~ ~ ~ ~ , ~ i ~ ~ ~ ~ ~ ~ ~ ~ ~ T ~ ~ ~ ~ ~ 4. OFF-SITE DISCHARGES TO PERENNIAL STREAM WAS NOT MODELED (DUE TO LARGE AREA TNAT _ ~ ~ l. i / ¦ - ~ i _ / `5. _ _ ~ ~ _ IS PENDING DEVELOPMENT). r,- - - ~ ~ ~ ' ,~i; ~ T ~ _ ~ ~ _ .T - i ~i - - _ - ~ ~ TRUE _ . ~ ~ / / r- ~~i -f - ' ~ ~ _ ~ 'f ~ , , _ ~ ~ , t i`. .A ~ ~ ~ ~ ~I~ AVM i~l,~~~, ~ i A\,t~ 1~; I~~i - _ ~ ~ - / . ~ ~ ~ a \ ~ ~ I , ~ - I i ~ ~ ,d~~~i - 1 ~ N i / 1 I ~ ~ ~ C ~ - ~ / ~ i i ~ ~ ~ ~i'~ N a~ ~ 42~ F1`. i _ A ~ p y i ~ _ - ~ ~ ~ ~ , ~ I ~~v ~ i ~I ~o T_ ~ i,~I~ 1 ~ ~ ; = LAND USE DESIGNATION , / ~ / ~ _ \ ~ ~ / _ - h ~ ~ ~ ~ _ ~ ~ ~ 3f~ ~ - , l~ ~ T_ I I I ~ ~ __7~,~~,_ ~ 4~ ~ - ~ GRASS "GOOD„ ~ _ I _ I~ 1 1 +.i A i . ~ _ _ ~ ~ ~ ~ A _ - ~ _ %i/~ i / / - ~ , ,s - _ -A~ r, - ~ i ~ ~ = - ~ - _ G / - - ~ _ ~ ~ ~ _ ~ _ - ~ ~ ti. i I I ~ ~ ti ; ~ i ~ i u ; ~ ~ v ~ ~ ~ ~ ~ ~ ~ ~ - ~ - - _ ~ PAVEMENT BUILDING ~ ~ V ~ / i i j i 6 ji I~ ~ i b , ~ ' ~ - - _ I ~ v ~ ~ / I ~ - _ - z ~ / ~ ~ r - - - _ i / ~ ' ~ ~ i _ ~ ~ ~ ~ ~ ~ \ ~ ~ ~ ~ ~ _ / _ WOODS GOOD ~ ~ i ~ --,..ter., ~ ~j i f . _ ~ ~ i~ ~ _ _ I = ~ ~ ~ ~ ~ ~ \ i ~ - ~ i - , / - ~ ~ z Q ~ ~ - , ; ~ - - - - - = , ~ _ ~ ~ , i - . ~ - yam,. I ~ o ~ ~ - - - - ,L Z - l _ > / L,- ~ ~ , ~ Z i- ~i //i / - ~ / ~ / ~ _ ~ -I ~ ~ ~ _ _ _ ~ % i ~ ~ - - - ~ / iil I. I I I ~ ~ i Q 3 ~ ~ _-=k-- = _ _i 1 ~ ~ - I i ~ ~ ~ ~ A i ~ A A V ~ f-~- ~ _ _ - ~ Q ~ i \ _ALj ~ ~ I ~ ~ - ~ ~e _ ~A EXP ~ A 1 \ \ ~ ~ ~ _ ~ 0w ~ ~ _ / ~ ~ ~ ~ w ~ - ~ A A y ~ III ~ A, I a ~ ~ ~ " / i ~ / I ~3, `V ~ i n { ~ ~ ~ ~ ~ ~ ~ / I i ~ ~ - ? i , ~ LJ W ~ ~ ~ ~ ~ ~ ,.....1-~ _ - _ ~ i ~ I I . 1 ~ ~ . i ~ ~ ~ ~ ~ - _ I ~ ~ I I ~ i 3 ~ l a~ ~ ~ ~ ~ I, I i~ ~ ~ ~ _ ' I - ~ ~ ' ~ 1 ~ ~ i ~ ~ ~ i I~ ~ ~ ~ ~ ~ \ ~ w ~ ~ A I ~ ~ _ i ~ ~ 3~ ~ ~ FILL Fl {S ~ ' _ ~ _ \ ~ _ _ ~ - ~I - I ~ _ 'v ~~'I _ A ~ I ~ I,, - zw / _ - - - - _ i_ o ~ ~ ~ i \ ~ _ - - - ~ w ~ _ { fi- - I ~z / \ I ~ _ _ _ -JI - ~ ~ I ~ ~ _ _ I I, I, A y ~ 1 o-'' i ~ X ~ ; 1 ~ ~ - - - / w ~ I - ~ ~ _ _ _ I Q \ ~ _ ~ o ~ ~ I x ~ I ~ ~ w _ _ _ - N ti,~ w ~ - ~ sw ~ I E i ' ~ I nU ~ 'll ~ ~ ~ - ~ ~ _ , ~ ~ / /j ~ I _T _T _T C O ~ , i ~ ' i I ~ I \ _ ~ Q ~ ~ ~ ~ ~ z~ / ~ ~ i ~ ~ ~ ~ i ..USE ~r _ i ~ i~ w Z , ~ - _ UQ i I - ~ i t ~ Z I ~ _ j~ ~EGEI~D w - I r~ D p ~ ~ ~ ~ 1 I I •W ~ ~ - i ~ - ;I', N~ ~ _ - ~ ~ i i - Q - r ~ ~ i ~ ~ I ~ ~ VV E ~ ~ DRAINAGE AREA OUTFACE POINT ~ / ~ ~ I ~ - ~ - ~ / O i ~ I A ~ ~ ~ ~ E \ i ~ ~ , ~ ~ - _ i - o ~ ~ - _ _ ~ i _ ~ / ~ / - EXISTING CONTOUR / ~ ~ I - w ~ v I I A ~ ~ - - ~ - - - - ~ ~ - _ ~ , ~l i~ ~ A ~ ~ ~ ~ ~ - - ~ ' ~ I D ' I~ I ~ ~ n o l ~ ~ _ _ , ~ i ~ ~ C4~~~~~N~ _ ~i _J I i Q 1/ I I I ~ ~ ~ \ ~ ~ ~ ~ - _ . _ Y/ ~ j , ~ APPROXIMATE PROPERTY LINE i ~ ~ A ~ ~ I Z ~ i _ . ~ ~ i ' ~ - - - - r ~ ~ / ~ i ~ - ~ / / ~ A - y , ~ ~ i ~ ~ ~ I ~ ~ ~ / i ~ I , ~ ~ , ~ Z m ~ ~ ~ ~ / I l i 'y S 5 ~ ' ' ~ I i ~ ~ ~ ~ . ~ ~ ~ ! '~Rf ~ ~ i, ~ , ~ ~ , ~ , ~ ~ ~ ~ , , , ~ , ~ ~ ; ~ ~ ~ ~ ~ ~ ~ AVERAGE LONGEST TRAVEL PATH .1 ~ ~ i / i / / ~ ~ L' I i / _ ~ ~ I ~ _ A - W. ~ ill r"~il~-I i ~ ~ ~ i ~ r ~ ~ I~ ~~i/%" ~ ~ ~ / / i i ~ ~ / f ~ i ~ ~ l~ lid/-L/C~~' VI-~ ~2j { i I~ i ,i ~ ~ ~ / / ~ ~ ~ DRAINAGC AREA BOUNDARY / ~ ~ I ~ /(i / ~ ~ / r ~ H I L.III?TI ,~n. ~ I .f ~r 1{ ~ ~ is/) , _ J,,U'`~) J _ F_ ~ r f i ~I % ~ 1 i ~ ! ~ ~ I ~ ~ / ~ / / / ~ ~ , ~ i v p ~ ~ ~ / / / J ~ / ~ %'I ~i i I I I!ll I~ 'S I ~ / ~ ~ / ~ _ ~ r ~ I 1 r I I Z Q i ~ ~ / / ~ i ~ / - i--~ I ~ ~ li ~ ~ ~ i ~ _ ~ r ~ , ~ ~ ~ I ~ ~ ~ ~ - ~ _ „k1" ~ ~ I I ~ ~ ~ ~ 1 ~ I ~ I i i ~ ~ / ~ ~ ~ ~ ' ~ i PROPOSED MAJOR CONTOUR l ~ ~ ~ - ~ l ~ i / I ~ ' ~ ~ / j l ~ / I i ~ i I. - / ~ ~ ~ I~ ~ ~ / i ? l i I ~ ~ , i I I~~~ i ~ / / / ~ ~ I~~; ~ ~ ~ ~ ~ ~ ~ ~I I~ - ~ i ~ ~ " PROPOSED MINOR CONTOUR i'I'~ ~ _ i / ~ ~ T i I~ ~ / / Q ~ ~ / w ~ / ! ~ ~ / I ~ ~ ~ - - - ~ -v / ~ ~ ~ ~ ~ ~ ~ o . r ~ 337 ,y ~ r - ~ I / ~ ~ Yo ~ ~ ~ z - _ ~ ~ U1URE~ I ~ I / / , _ - ~ ~ _ ~ A ~ ~ - - - I l -w / i ~ __J I ~ i - ~ 1 zp ~ ~ ~ \ / j / v ~ ~ ~ ~ Q U - - - - - - i i~ ~ r~ \ ~0 ~ i _ ~ i. ~ ~ w 1 ~ ~U / /i 1 Z:~ ~ D ~ ~ ~ V- I w i _ ,O _ ~ I - o~ ~ d' ~ , ~ i ~ Q m ~ ~ ~ O ~ ~ ~ - s a / ~ x ui ~ _ - ~ \ Q U ~ - ~ C w w , ~ _ . _ _ o ~ 3~ - ~~p - ~ o ~P - i . A i ~ ~ - _ P~ O S SA \ i ~ U ~ ~ ~ ~ e ~ / ~ I ~ - ~ i \ i Z Z - ~ ~ i / ~,u - ~ \ ~ / Z ~ _ ~ ~ ~ ~ , a p z ~ ~ P _ ~ ~ / U Q ~ ~ / ~ i - ~ ~ J , ~ / w - \ \ ~ _ A ~ ~ 10 0 _ ~ ~ 0 X00 300 s ~ _ Aa ~ i ~ • ~ \ - - _ ~ - ~ ~ ; , 1 1_ C ~ ~ \ - ~ i ~ ~ - rry _ / ~ - ~ ~ ~e ice- j - _ i _ I i ~ ~ _ , - - ~ / ~ ~ ~ ~ / ~ i ~ ~ / ~ ! ~ J ~ V ~ _ - - ~ A \ ~ _ _ snN c. / \ p / - sA ~ ~ ~ ~ ~ ~ ~ i ~ 9 A ~ ti ~ / A ~ ~ ~ _ ~ ~ - ~P ~ ~ ~ sn - ~ \ ~ N~ ~ ~ B ~ ~ ~ - P ~ ~ ~ ~ _ _ - / ~ ~ ~ s ~-se`. __d~ ~ - O~q _ / - ~ ~ / ~ ~ , . - ~ _ ~ san ~ i- ~ ~ l ~ ~ \ ~ n. 1 ~ ~ ~ i I ~ - ~ ~ ~ ~ i ~ ~ , . ~ ~ ~ ~ i i ~ ~ NOVARTIS VACCINES & DIAGNOSTICS - _ / \ _ STREET NAME \ _ ~ ~ ~ ~ h \ _ / ~ A ~ _ , \ ~ , . ~ ~ ~ _ A CITY, STATE ~i ~ A i ~ ~ \ ~ ~ ~ ~ - ~ ~ ;k ~ ~ \ PROJECT: U S FCC DES. DES. REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION APPROVED DRAWING NO. RE CHK. CHK. REFERENCE DRAWINGS NAME DATE TITLE: 11~A G~ r A ISSUED FOR REUIEW STORMWATER MANAGEMENT ORIGINATOR t~ D'~AWN x ~ ~ - o PO_T DE1IE~_OPMENT PLAN ~ _ ~ A ~i ~ D~SC LE D _ - A PROD. ENG. ~ l!~! DhPT. MGR. C~UALITY J - SCALE PROJECT NUMBEi~ DRAWING NUMBER REV P 2X01 1---XX 00-C-40-99-12 A 8 7 6 5 4 3 2 1 rann nii ~ Pn~r_nnvni nP~~~~iT pi Q~i rn~ir. ' 8 7 6 5 4 3 2 1 ~ i ~ i, I I ~ ~ ` ~ - - ~ r, ~i ~ ~ ti J r i ~J _ ~ i ~ i / ~ ~ , ~ ~ ~ I ~ ~ ~ i ~ ~ ~ _ ~ - 1\ ~ A ~ ~ I I ~ I , ~ ~ ~ ~ ~ , ~ , ~ ~ _-y~ ,vim v ~ ~ ~ ~ ~ ~ ~ [COTES i - i ~ ) t ' 1 ~ i ~ ~ ' I i _ ~ ~ ~ r / ~ / i ~ i / k / / ~ ~ % ~ l ~ ~,,,A~, A A ~ _ ; ~ ~ ~ ~ ~ L EXISTING LAND USE DESIGNATION IS WOODED (GOOD COVER) ACCORDING TO DRAWING C-0 (VEGETATIVE . , r ~ ~ 1 ~ 1 ~ ~ , ~ ~ ~ V ~ s ~ ~ ~ ~ ~ - ~ ` , _ _ - . -J ~ ~ - 1 \ ~ ~ i i _ ~ j l - - _ ~ ~ / ~ _ ~ ~ ~ ~~o--, - ANALYSIS MAP) REV. 1 DATED 12-17-02 PREPARED BY SPAULDINGS & MORRIS, PA DESIGN CONSULTANTS. ~ ~ ~ Jf ~ ~ - - ~ ,L 1 ~ ~ ; ~ - ~ ~ ~ l ~ i ~ ~ ~ , , ~ ~ ~ ~ 2 SOIL IS MAYODAN ACCORDING TO DkAWING C2.0 (SOIL ANALYSIS MAP) REU ]DATED 12-U-02 PREPARED BY - ~ ; I / i - ~ ~ ; A\ / _ ~ - - _ ~ ~ SPAULDINGS & MORRIS, PA DESIGN CONSULTANTS. THIS SOIL CLASSIFIES AS A SOIL GROUP B PER "URBAN / ' _ ~ ~ , _ ~ / ~ ~ ~ ~ ~ ! , ~ ~ - _ A ~ , ~ ~ ~ L~ V ~ HYDROLOGY FOR SMALL WATERSHEDS", 2ND EDITION (TECHNICAL RELEASE NUMBER 55), JUNE 1986, BY U.S SOIL _ f ~ A\~ , d ~ ~ - ~ , ~ ~ CONSERVATION SERVICE. - ~ / _ A ~ ~ ~ ~ - - - ' : ~ r ~ ~ ~ ' ! ~ ~ ~ ~ ~ ~ ~ 3. iHf`~I '~Ifl DRAINAGE AREAL WII I hIAVE POTT DEVEI OPLD UISCHAR~;f I \ ~ OR LOUAI \ PPI I~f Vl i i)I'I D 1 ~ ~ ~ _ - - ~ ~ ~ ~ I ' , - / ~ ~ ~ / ~ ~ y~ ~ ~ _ - _ / ~ ~ 1, ~ ~ ~ i ~ ~ ~ - ~ ~ ; / - - ~ ~ _ f ~ j ~ DISCHARGE: (NU CHANGE: IN LAND USE , REDUCTION IN DRAINAGE AREA). ~ i ~ ~ ~ ,r ~ / ~ I ~ _ _ ~ ~ I ~ ~ i i ~ ~ ~ I ~ ~ / ~ 4. - VIAL STREAM WAS NOT MODELED (UE TO LARGE OFF SITE AREA i A ~ ~ ~ V ~ ~ ! OFF SITE DISCHARGES TO PEREN D y~~_, 1 / ~ l ~ ' c L ~ i ~ ; ' ' ` ~ ~ ~A ~ ~ ~ ~ THAT IS PENDING DEVELOPMENT). - _ ~ i 1 ~ / 1 A ~ 1 A ~ TRUE / ' ~ \ i ~ ~ ~ ~ i / / ~ i/ _ ~ ~ ~ ! A ~ A ~ ~ i - ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ V A ~ i ~ ~ j ~ i~ ~ ~ \ lip w ~ AV'V`\ ~~/~i ~ ~ ` ; I / + ~ ~i ~ ~ r < i ~ ~ 1 i / - \ i ~ V\ i I ~ ll ~,~~il~ A ~ ~ ~ i ~ ~ ~ I ~ , ~ I \ V ~ i ~ ~ A A ~ ~ / ; A - ~ - ~ /i _ i ~ ~ / 1 - - / ' ~ i~ V A i I I ~ ~ ~ I i _ _ ~ A \ \ ~ ~I ~ I I I 'i ~ f ~ ~ PLANT ; ~ ~ / % / ~ ~ i - i ~ , V ~ ~ AV ~ , - - ~ A~ ~ l ~ U ~ ~ ~ 1 ~ ~ ~t V _ . ~ I, ~ ~ \ ~ I - - y ~ % _ ~ - ~ ~ I - ~ ~ ~ y , I I ~ I~ I i ~ II r I ~ ~ ~ d~ ~ 1~~" \ ~ ~ ~ ~ ~ ~ ~ ~ _ W - _ ~ _ ~ ~ i ~ _ _ ~ ~ % ~ . i A , ~ - ~ tri ~ _f ~ ~ _ ~ ~ _ ~ - _ ~ ~ / / ~ r-- _ _ ~ ~ - , ~ / / ~ V ~I 1, ~ ~ ~ / i ~ _ ~ - - ~ - ~ ~ i / ~ ~ / ~ - - ~ j _ - / ~ - v I ~ i ~ ~ _ , ~ / ~ - ---T- / i ~ z ~ _ % i : ~ ~ ~ ~ ~ , , , - 7 ~_J ~ A z _ _ A _ , ~ ~ i ~ w / - ~ ~ -~~e~, ~ ~ i ~ ! i : - Ai - v ~ ~w ~ ~ , ~ ~ _ w ~ - - - ~ \ ~ ~ ~ Z ~ ~ i ~ / i ~ \ , / / ~ ~ A V A ~ ~ i ~ \ ~ ~ - ~ ~ ~ _ d i ~ / / / ~ ; _ ~ ~ ~ ~ ~ A \ \ ~ _ _ , ~ ~ ~ w ~ ~ / - ~ ~ 0 1 \ z ~ / ~ ~ , ' J \ \ ~ ~ V ~ ~ 1, ~ \ \ \ ~ Q ~ ~ ~ i - , - ~ i ~ ~ ~ ~ r ~ \ ~ ~ - _ ~ ~ ( i I ~ ~ ~ ~ \ j w w _ \ , i ~ ~ z / ~ + ~ ~ ~ ~ ~ \ ~ ~ ~ F ~~~X i''_ _ \ _ p w - i ~ -f- , -f - ~ ~ 1 _ ~ , LU ~ ~ ~ ~ ~ i 1 ~ ~ - ~ Z w ~ i i ~ A ~ ~ ~ ~ ~ ~ \ ~ - w Z ~ ~ \ _ ~ ~ ~ ~ ~ ~ w ~ i _ ~ ~ ~ ~ ~1 ~ _ fY / ~ x , / ~ ~ ~ ~ i i , ~ ~ ~ ~ ~ ~ ~Q ~ I ~ ~ ~ d ~ i T ~ -i- ~ I~ z ~ ~ Q , _ _ -I- rt + ; - ~ ~ - lr. \ > ~ Z ~ ~ ~ . t fi ~ ~ T I ~EGEf~D ~ ~ - w ~ ~ ~ ~ ~ I ~ ~ ~ E- ~ / ~ ~ i / z ~ i + ~ ~ ~ w i - ~ POINT OUTEAEL ~ ~ ~ A ~ f + i i ~ ~ j ~ ~ 0 ~ / - - _ \ E ____a ~ z \ / ~ -z ~ ~ l - EXISTING CONTOUR - ~ . , ~ , I ~ ~ I j . ~ ~ ~ ~ ~ ~ I ~ ~ I ~ ~ ~ ~ I I - ti~ / ~ i ~ ~ ~ ~ - _ i ~ ~ / i I w 1 , , - ; - , ~ ; ~ ~ \ \ ~ ~ ~ ~ ~ , ~ - ~ ~ APPROXIMATE PROPERTY LINE (PARCEL ~ 1 85 ACRES) _ y / , \ i~ z ~ ~ _ l I ~ , , ~ , i il~, / _ _ , . , ~ ~ ~ ~ I ~ ~ ~ 'I ~w I ~ 1 j ~ , ~ Zoo i ~ ~ ~ i~. i ~ i ~ , ~ ~ ~ i~ ~ ~ ~ ~ ~ \ ~ / ~ ~ ~ ' ~ ~ , ~ ~ ~ ~ ~ I ~ AVERAGE LONGEST TRAVEL PATH FOR Tc > > i ~ / ~ ~ ~ ~ 1~i- i i ~ I / i / ~ 1 O ~ I ~ _ l ~ i ~ ~ ~ / t ~ ~ I \ ~ ~ ~ I ~ , ' ~ ! / / / ~ ~ / i~ I I ~ ~ / i i ~~~I z ~ ~ ! ~ ~ ~ ~ / ( Ci I I ~ ~ i i ~ ~ % l ~ ~ , / , ~ i ~ ~i I ~ ~ i 1 1 l'i ~ ~ ~ ~ ~ ~ r / ~ ~ i ~ DRAINAGE. AREA BOUNDARY / / ~ ~ 1 , ~ ~ ~ , L ~ . , ~ I i ~ ~ / / ~ ! ~ i , ~ / i ~ ~ i i ~i i - / I ~ w ~ ~ / ~ , , I Q - ~ ~ - F= ~ i ~ V ~ ~ ~ i ~ I ! ~ ~ / ~ i ~ / - I/ ~ ~ ~ / ~ ~ i ~ ~ ~ - ~ V I ~ / ~ ~ I / ~ ~ i ~ ~ 1 ~ i ~ ~i~~ ~ ~ ,I ~ ~ ~ i ~ ~ OTHER SITE DRAINAGE AREAS (SEE NOTE 3~ ~ / . / ~ - / o_ ~ / - ; U i - ~ ~ 1 ~ ~ i ~ ~ I ~ ~ 1 ~ ~ i / ~ ~ I~ co o! ~ ~ I ~ i ~ ~ / / o I I I~ ~ ~ I w ~ ~ ~ / ~ ~ - - p ~ i i i I I ~ ~ i / / / ~ ~~I / ~ i ~ w ~ ~ ~ ~ o' O ~ ~ ~ ~ ~ ~ i / D i ill 2 ~ PERENNIAL STREAMS ~ 3 ~ ~ / v' ~ l ~ \ ~ ! / ~ ~ I i~° UNIMPORTANT INTERMITTENT STREAMS o~ + ~ 'i ~Z~ ' ~ Q ~ ~ ~ ~ INTERMITTENT IMPORTANT STREAMS U / ~ v, ~ ~ _ ~ ~ ~ ) ~ 'moo / + ~ ISOLATED STREAMS ~ o ~ ' ~ ; ~ Z ~ ~ - . ~ ~ ~ ~ , i i ~ ~ T ~ I ~ - - _ ~ - ~ / ~ ~ ~ i ~ _ / j _ _ ~ % i ~ ~ i ~ WETLANDS I I ~ o ~ _ , ~ , - ~ ISOLATED WETLANDS I, Q w ~ _ - ~ ~ ~ , ~ ~ - ~ ~ m , _ _ - i ~ - r i + ~i I I t I ~ + + + ~ ~ + ' ~ o ~ ~ ~ Z - _ - ~ - _ f I ~ ~ - ~ . - / ~ '~i; ~ ~ ~ I I I I ~ ~ I ~ ~ I _ _ ~ s / _ i- I I I -f ~ rt ~ I Q i ~ Z ~ l ~ A _ ;~w _ _ - T , ~ o _ ~ i ~ ~ LL ~ P~ ~ ~ ~ ~ , o ~ i ~ s a A, ~z L ~ i = ~ r ~ , - o ~ i / , _ _ . ~ I z z _ / ~ Q i ~ - ~ ~ , ~ ~ ~ ? / / a Z w / ' - i _ ~ / 'J / ~ ( ~ / r w ; , ~ ~ 7 i i - / 100 - ~ ~ 0 ~ 00 _ 300 / ~ - ~ ~ - ~ - ~ _ ~ ~ - ~ A _ ~ ~ ' ~r' 1 - 1~0 o , _ ~ - ~ ~ ~ _ ~ - ~ i , e ~ _ ~ ~ ~ A ~ ~ - - ~ ' ~ ~ ~ i ~ ~ ~ - .J - V ~ \ T - I _ ~r~ - ~ ore - / \ _ ~ ~ ~.~5 J ' am--- o ~ / ~ ~ _ ~ ~ - Y ~--Sa ~ ~ ~ 9 ~ , ~ ~ ~ B ~ o i ~ ~ / ~ / n ~ ~ / / l./ ~ \ \ ~ ~J`_ ~ ~ ~ ~ _ ~ _ ~ _ , , , _ ~ _ _ - _ a~~ ,~A _ l , N _ / - _ \ _ _ f-- i \ _ _ L ~ ~f, - _ ~ ~ NOVARTI VA rI E DIA - S C~, N S & GNOSTICS ! , ~ ~ _ - % ~ i / %/l~~ j 'vim i- ~ ~ i ~ 'I \ - j % ~ I l ~ I I ~ ~ TREET NAME _ . ~ ~ ~ , ~ ~ _ , , = ~ ' _ _ < ~ ~ ~ ITY TAT ~ ~ i I ~ ~ / - ~ \ ~ A_ ~ / _ PROJECT. ~SECC DES. DES. REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION APPROVED DRAWING N0. REFERENC ~ CHK. CHK. REFERENCE DRAWINGS P~IAME DATE TITLE: o T STORMWATER MANAGEMENT C ~'~IGINATOR , MH ~ A ISSUED FOR REVIEW RAWN G PRE--DWE~OPMENI P n . _ EA ~ ~i~~ ~~~C,. LEAD ~ A PROJ. ENG. ~ n - ~r D i DEFT. MGR. ~ i C ~>>1~_ITY SCALE PROJECT NUMBER DRAWING ~'~IUMBER REV i 2X01 1-XX OCR-C---~-0-99-1 1 A i g 7 ~ 6 5 4 3 2 1 a NOTES 1. SEE DWG 00-C-34-99-00 FOR SURVEY/MONUMENTS, 2. SEE DWG 00-C10-00-01 FOR LEGEND, 0 q w w 00-C-99 0 O ?Q ~ e Q> l JO ~ ~z ' = I z~ ~3 - ~ 6~-0'~ MIN, Qz ~w 0w ~ a MIRAMESH FACE WRAP ~w ~ z~ ~O ~Q k - - Q Z o 0 0 0 0 0 0 0 0 0 0 0 p w Z~ Q~ r3 WELDED WIRE BASKET mN wN w w ~ ,l WRAP FACE BASKET DETAIL ~x SCALE: N.T.S. w ~ p l w~ w 0 w ~ i ~ cn Z ` w~ ~ ~ ww ~w ~U ~ ~ ~ I ~w 2 w~ 1 D ~U WIRE MESH BASKET v~ p p~ FACING (SEE BASKET DETAIL) v z~ VEGETATION Q~ wZ _UQ 3'-p.. MIRAMESH GR REINFORCEMENT >z FACE WRAP w- pp ; w ~ ZQ w ~ ~ ~O r ~ G ~ ~ r _ ~ , i ~ 0 ' ~ - i, zU 2 _z I ~ r w - ~ ' Q ~ 1, REFER TO FROEHLING & ROBERTSON, INC SOILS BORING REPORT DATED Qp WRAPPED FACE REINFORCED STEEPENED 09-21-06, FIGURE 10, FOR CONSTRUCTION SEQUENCING DETAILS. =N 2:1 SLOPE FACE CROSS SECTION ~w Z m o r / ~ 0 pZ ~ Z " 0~ A SECT ON Up wZ SCALE; NONE ~rQ 0~ ~ Q I U~ I w Z m~ ~ ~ / p J r w W= p3 wz o p~ z0 QU ~0 Qp >w OU zo ~ I 00 T~ G~, z~ Ow PE - N RED PLAN ~0 E LA G F R E D S R IN 0 C TH E SOU Qw ~m ~ 0 0 20' 40' 6C' 0 z 1 = 20 -0 Z_m ~w QU 0~4 wz ~w ~o 0'~ PLANT ~z ~O cn U • zz Q- 1$80 Waycross Road zw Cincinnati, Ohio 45240 0? UQ z~ ww ~ o0 UQ 0 p NOVARTIS VACCINES & DIAGNOSTICS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA PROJECT: F DES, DES, NAME DATE TITLE: REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION HK. HK. ~ ~ A 09/20/06 DESIGN STATUS IVI L ORIGINATOR ~ DRAWN GAB TH R INF R L PE U B 09/22 06 DESIGN STATUS MTB DISC, LEAD P N TI N P N LA ROJ. E G. ~ ~ DEPT. MGR. QUALITY SCALE PROJECT NUMBER DRAWING NUMBER REV Q'P NOTED 22C01 1-XX 00-C-60-99-02 B O CADD FILE No. 00-C-60-99-02.DWG ~ ~i NOTES 1. SEE DWG 00-C-30-99-00 FOR SURVEY/MONUMENTS 2. SEE DWG 00-C10-00-01 FOR LEGEND, 0 H w W Vj V ~ ZQ 6'-0" MIN, Q > ~0 ~z ~ a MIRAMESH FACE WRAP z~ ~ 03 Q~ ~w ~w o Z~ WELDED WIRE BASKET J ~ ~ J Q ~ Z ~ p F' 9 WRAP FACE BASKET DETAIL Z~ ~ Q~ O SCALE; N,T,S, m~ wN ~N ww ~ ~ pw ~ w o 2 1 D WIRE MESH BASKET w p WIRE MESH w ~ FACING (SEE FACING (SEE BASKET DETAIL) ~ / o w ~ ° VEGETATION ~ w o ~ VEGETATION N X ° ~ ~ t~ 3 3'-0" w ° MIRAMESH GR REINFORCEMENT v~i U ° r~ FACE WRAP cn p p0 Z ~ o Q a. ° 0 W Z ° UQ ° ~ , D i >z _ ° pp o NOTE, ~w zQ W ~ 1, REFER TO FROEHLING & ROBERTSON, INC SOILS BORING REPORT DATED WRAPPED FACE REINFORCED STEEPENED 09-21-06, FIGURE 10, FOR CONSTRUCTION SEQUENCING DETAILS, ~0 ° 2.1 ~ ° ~o ° 2:1 SLOPE FACE CROSS SECTION 2, EXISTING GRADE SECTION SHOWN PER "LIMITED" BNK TOPOGRAPHY IN AREA DATED 09-05-06, Z U o -Z w~ 0 ~ ° k A SE TION Qp ~ w o ~ ~ o C ~ w ° SCALE; NONE Zm ~ ~ o rO ° - Z o © o ZU 0 o Up wZ 2Q 0~ ~ k ~Q U wZ m ~ ~ ~ i N pJ W O W = p3 ~ Wz I N° ~ w p~ z0 QU PE - N R P AN H R INFOR ED S~0 E ~A GED ~ E C NORT ~o Qp ~ 0 20' 40' 60' OU „ z ~ 1 = 20'-0 p p O NOTE; T~ Z ~ 1. TOPOGRAPHY IN AREA, PER TOHS AERIAL, IS NOT GF O w CORRECT, AREA IS IN PROCESS OF NEW SURVEY, Qw ~m 00 Z Z_m ~w QU 024 wZ ~w d~ PLANT 0" ~z ~0 ~U zz • Q- r- p Zw 1880 Waycross Road 0? Cincinnati, Ohio 45240 UQ w Z~ ww ~m UQ 0 p NOVARTIS VACCINES & DIAGNOSTICS 475 GREEN OAKS PARKWAY HOLLY SPRINGS, NORTH CAROLINA PROJECT; ~ F ~e~:" DES. DES, fi ~T .f~- NAME DATE TITLE, ~ ~~;;s REV DATE REVISION DESCRIPTION APPROVED REV DATE REVISION DESCRIPTION HK. HK, GAB IVIL ORIGINATOR A 09-22-06 DESIGN STATUS Mr6 DRAWN ~ NRTHR NF P R E L ~ DISC, LEAD - PR J. EN P ~ o c N TI N DEPT. MGR. ~ ~N wvnui ~SCALE PROJECT NUMBER DRAWING NUMBER REV Q'P NONE 2X01 1-XX 00-C-60-99-01 A O CADD FILE No. 00-C-60-99-01.DWG