Loading...
HomeMy WebLinkAbout20070805 Ver 1_Site Plan_20070509 / / ~ 3 9 1 cy ~ .J J8l. i ~ ~~:'~1~;; ~ ~ - ~~J i ~ R5PNA4T i TBM ~~--37.95 ~ L iC3f iC3P C~ 5E _ . w.~7~,i5 FLANGE v rN~li')-574 ~ ~ ~ ~ ; Lp ~'ET; ~ _ - ~ INN} .i74 ~S -C EI~V-37~., 7 1~iv ~N ~)~:~7 ~4 ~ il'~jYr ~,it. 1~r1~9 t iR~~' x~} ~z;, . 5 ~ f 115LF18 CP ~ ~ sMH . j for ? , k A Pv~N~ FERRY R~ ~i LIMITS TO BE REM O~/ED = OF DI TURBANCE pp i ~i i ~ ' ~ Ci^JPAH ..,Y~ ~ . ~~r ~ ~ ~.a ; r i -r 6 ~ U . 5 .~-r 7 r~ . t f i z _ ; nY ~ i~~C' ; ~ VS~R' ~n ~S s ~~y t~ 9 4~ a° - j . ~°e 3 ~ i . MP~N ~p,MP m ~ ~ ~ N ~ ~ lEftIINE OF Z ~ U T BRNK 081k=-M-W 2 ejw" G ~ ~ ~ + 3 q ,h I ~ i_. PARTNERS WAY r 4"NPS Sha i.s•cao ~ OVAL DR. ~ ew 1"HPC D 12 DI (I ~0 Shaping the Environment ~ 7 x Realizing the Possibilities OPOSED P ~ ~ - MAN OLE rn p~ ~ ~ _ _ y tan ~ -C + ~ ~ _ _ SITE Ban / ~ Land Planning E ~ FLA ED PROPOS Landscape Architecture SECTION WI ~ . END - ~RON RIP RAP AR _ ~ - . ~ c~~~ ~ - ~ ! ''375` nspffnt + Civil Engineering r ~ . p _ ~ ~ . ~ _ ENGINE ~ ~ ~ BUILDING if ~ ~ u'b ~ Urban Design G ~4. ~ . ~ + ! ! ?V ~ . ~ , I~ ~ 121 dy ~ . ti I f ~ a , 1, w9 121 Fayetteville Street Suite 112 Raleigh, NC 27601 P+ 919 7191800 f+ 919 719 1819 urL+ www.coiejeneststone.com ~=r 37 a_ = z ~ ~ n + ~ I!~ ~ ~a ~ ~ ~ a ~ ~ / =~.~a. ~~~v ~ VICINITY MAP N.T.s. y~ • 6 tr} ~ ~~,14 ~ ~ ~ ~ ~ ~ ~ E , . 3 D ; ~ ~ C ~NC STATE UNIVERSITY~ r~ ~ + ~ . ~ ~ ~ g';.~ ~ - ~ ,4~ ` 4 4~ r i' 'paa;~K I ~ ~ ~ ! i EXISTING SITE INFORMATION OBTAINED FROM "TOPOGRAPHIC ~ ~ z fe i~`io ~ ~ - '4 ~d,. ~ , ~x~ ~ i . ~ ! ~ t ~ ' ~ ~ItlU i~ . 1 . . 1 IJ'SE`~~6 ~ i ~ ~ ~ ~ COMPOSITE MAP OF CENT NNIAL CAMPUS" BY ARCADIS G & M 41 a ~ ~ st ! e ~ f P t, V N S~! ~ ~ ~ ~ .0.N ~ v ~ ~ ~ ~ ~ ~ ~ i ~ r 59. , . , ~v N sw ?~7 ; ~ ~ ? , r i~N~ h~ 5 ~ ~ 3 ~ ~ ~ ~ OF NORTH CAROLINA, INC., 801 CORPORATE CENTER DRIVE, P E R K I N .S i~ y e EE PROTECTION ~ ~ TR t , . ~ f' ~'~C. ~ ~n ` ~ '~Y"^'-~ ~ ~ ~ ~ ~ ~ ~ i SUITE 300 RALEIGH, NC 2 607, (919) 8540-1282, DATED ~ ~3~~~S~'~ ? t 11 /15/04. SEALED BY GO DON S. STROUT (L-2984). E TYP. ~ FENC ~ rte- ~ , _ iv z=ass.o' ~c a~~ ~.~x I Ol ~ ~ [1R N o ~ & W 1 L L 4 0 _ i„. STAIRS :r~ F ..L~~USiY V / ~ ~ ~ ~FE:= 3v6.8~~ a5~.arT qc?C~ s~~ ~ ~ ~ ~ ~ ..nr ~ ,,~.__,.....,.~.o._~..„ ~ ~ ~ 36~.~ 4.,~ I~ \ ~ ~ : ~j ~ ~ ecc ~ Architecture . Interiors . Planning ~ - ( _ ~Hl'1!N a~P~l, 1 A + ~ , ~ ~~b.~ r $t? G T 36.7 CQNCR£'fE ~ i TEMPORARY~~ SILT a~ ~ i E~T ~ i ~ ~ R~ ~1 ~r f ~ l ( LEGEND (EROSION CONTROL) ~+-T ~ ( PAD i e A 2iCK " °e ' TYP. ~ ~ M FENCE ,r==te` ~ ~ ~'1 ~ ~ 1 ~ ~ a ~ ~ t1 7NF~ ~fALK. I f IJ I. `ALH RACK ~ a~f q IV IV 3 ~ SYMBOL DETAIL NORTH CAROLINA ~~a r ~ G £T RACK p} J~ f ,~(J I L~~ RAIN I ( <1~- ` ~ n ~ ,r . ~ GARDEN 3 ~ ~ ~ I i Q SEDIMENT BASIN ~h..~ Tyo:~.74 STATE UNIVERSITY ~ 3 ~ ~ ~ ~ ~ , f ,l ~ t ~ T U 3a~.e~Tw Sni ' ,~nt~ SN ~°,rt~' ' I ~ `PROPOSED a ~ l ~ ~ a ~ ~ ~ ~ ~ ~ ~ Si ~~!V ~N N x-355, -~-fi. ~ ~ CONCRETE N 358 7t' ~ PLUG ENGINEERING TREE :LINE /I 4 r n o ~ ) 358.91 y~ ,,v r. ~ J! i V.14 ~k v"L.W, 7 a;+'' S~ 3r j ~ ~ V~T,.~., ~ ^'S c y ` i . i t i --9 a. N)~~5a.9~ ~ x SILT FENCE AND t 1 f , ; ~ fit. ~ 0 ,,r ~ ; . ~ ~ ~ t 3N.2~ST1~' .r'' ? / ,f% L,. f°,s Iii 5 ~.zem ~ ~ ~ _ ~ % TREE PROTECTION t 4 ~ ~f BUILDING III f 1 ,1 ,r~' ~ r 1 f ~ ~ ~ ~ ~ ~ ~ ~ ~4 f i I ~ i~. J ~ -r - LIMITS OF ~ Y ` ~ r r .r DISTURBANCE ~ } f ~F ~364.9_J~F~ SLAG F 7.fi5 A~C. ~ ~ ~ ~ , 4~ 1 i '.r' ij .~F.a 1 i \~.1. ~ ~ ~ ~ ~ ? ~ ~ _ .7,, ~ = ' ~ ~ ~,I + ;~ss.eeac M ~ XX TREE PROTECTION FENCING J~ d' ~ ~ ,:r t: ~ ~ 36.4 8l~1, t8~.20~G - 364.BtjFL S.SB€'i. ~ ~ ~+Y 3SSS?$C TQ»a~ - ' ~ r,~ r i,, s'` r C p ~ ~ 1 a ~ ~ • 1 `3~'J.726C N ,r; . ?Cp=354.28-~ / ~ ~ ~ ~,.q , , J i~+! N w3~~r~75 { 3BS.23FL ~~^C~a w r l . . _ _ . 3~6Q6. Al DI A2 ~l, iNV « ~ , D . _ _ _ I ~ \ BRicK LP ~ 4 SILT FENCE STORM INLET SEDIMENT TRAP GRADING,-, P 24 RC . . ~ . . . ~ ~ ~0. GRAVEL AC SS F C _ ~RAWAGE C D RAI NA-.,GE SWALE ` ~ . ~ . (SEE , C.f~OSS-SEC-'~ ~ _ ~ ~ ~ ' ~ . RETAIL ~L@VII~~ . ff ~ . ~ . ~ • ~ UMITS OF DISTURBANCE _ ~ / r ~ DRAINAGE SWALE . . I. ~ + i. ~ I ~ ~ BOUT 3~t.Z5. ~ 'I,T~ r.~.~.. _ _ ..a ~ ~ ~ i EROIS"ION CO'N-TROL PLAN f'/ i~ ~ ,p 7 ~ ° ( p RlFRAP !i ~ H ; " ' ~ ' ' H ~ ~ i ' ~R ~ ROCK CHECK DAM l - I ~ _ y, TREE F P r Q)e- 1 \ ~ _ ~ 1 M 504,39-1 F j! iNV 355.g5 ~ f f TEMPORARY SEDIMENT 8 DRAINAGE ~~R EL~VA~ION=360 X T~ X. , _ '.~~~n. j ' ' I . ~ 3S2I6 INV=355.23 . _ _ a issued 360T BASIN ~i , / x x x - . _ - ~ ~ a FENGE, ~ o ~ ~ DRAINAGE AREA o ~3~ - SWAB BTM ELEVAl10N=356 356 ~ X x X - ~ o~_-.-o~._,.. _ ~ ~ p~355422 r ase:se r 02/09/07 . K FEN l~ ~ ~ ~ ~ ~ ItJV OUT~3b2.t2 ~ j .r° ~ - _ ~ 1 //HOLi'S ND BOX T 1 EARLY SITE PLAN PACKAGE ~ era \~EE SINE ~ ~ ` ~ INVa3 222 ~ ~ EXISTING f I ~ \ SPILLWAY ~ ss\ TREEUNE ` V J / / f \ / / \ \ 'NOCDED zSO.ae; sss.aa ]83.38 ~ Nf` i~ ~ 124~RCP ~ i~ ~ 1 ROCK DAM d - _ f / ~ i _ `Nr ~ ~ PROPOSED TREEUNE r fti / Revised i . ,348.7G~ i w W PROPOSED STORM DRAINAGE 2~ 2 STONE INLET SEDIMENT TRAP ~~111111111i/~~~ ' ````,1111111111/f~~' 0" I NOR Ty CARO GRADING AND STORM DRAINAGE NOTES TREE PROTECTION NOTES . 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, ~``i~~; TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROTECTION , ~ : ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR . c!~ ; CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. . ~ i 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (IN CITY OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR LAND DEVELOPMENT '~i,~~ STANDARDS MANUAL 40.04. 1. ON-SITE BURIAL PITS REQUIRE A PERMIT. 40~% 0 z doll o ~`~G~ v~ M T YT pR NF4 cc Z = = SEAL u-i c1) No. 1236 = : D _ 22943 2. ANY GRADING BEYOND THE DENUDEp LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE. 0) 4ft • ~G'~J~~ ~TF~' CO ~O ° O % 1q- ~ ~ Z ~ 9'-0" -0" 15'-0" Z D m 5'-0" 15'-0" '-0" 9'_0" 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS 7 y A VIOLATION AND IS SUBJECT TO A FINE. ,,,f /,,A N M 111?,102/09/07 1110111110 02/09/07 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED 3. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TREE WITH INSPECTOR. 2.5% 2.5~ ~ PROTECTION BARRICADES BY URBAN FORESTER. BEFORB YOU DICt! 2.5% CONTACT ON&~ALL C~@1TBR ~ 5. ALL ROAD IMPROVEMENTS AT MAIN CAMPUS DRIVE SHALL BE COORDINATED WITH 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER 1-800-632-4949 3 1 ~ 3 NCSU PRIOR TO CONSTRUCTION. UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN SCALE: V=40' 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ABC ROADSIDE SWALE 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIRED. DISTURBED/GRADED AREAS. ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. ROADSIDE SWALE 6" ABC (1.5' MIN. DEPTH) STONE BED BED (1.5' MIN. DEPTH) 7. 1N ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM 5. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. CALIPER) MAY I M iii?~ - 9 0 20 40 80 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS OF 0.5% SLOPE ON THE PROPOSED CURB AND GUTTER. BE HAND-CLEARED ONLY CUT FLUSH WITH GROUND SURFACE. EXISTING TREES MAY BE ~ NECESSARY TO INSURE SAFETY TO THE PUBLIC. LIMBED UP 6 FEET (AT LEAST 2/3 OF THE BRANCHES SHOULD BE LEFT) TO IMPROVE VISIBILITY. 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO 3O' GRA ' GRAVEL ACCESS ROAD 8. THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED CONDITION AND SHALL REMOVE FROM THESE AREAS ALL DEBRIS, RIS, 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. LOGS, TIMBER, TRASH, JUNK ANp OTHER ACCUMULATIONS. AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO THE AIR. ESP4.0 of 3 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART 9. ANY CONSTRUCTION OR USE WITHIN THE AREAS DELINEATED AS FLOODWAY DISTRICT 7. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION/ CLEARING/ GRADING/ CONSTRUCTION, AND NOT REMOVED UNTIL AFTER FINAL INSPECTION BY URBAN FORESTER. T The drawings, the project manual and the design shown theron P, OR AS AMENDED. FRINGE BOUNDARY LINE OR F~OOOWAY DISTRICT ENCROACHMENT BOUNDARY LINE IS n..n ~r.-.r Tl. T~ ~r r~r~rninT~n~~c~ i~~nncrn ov ~I !~/~f1WAV DCl~I II ATIl1AIC a are instruments of ColeJenest & Stone, P.A.. The reproduction JU[SJCUI IV IMG RGJIRK.IISIIVJ IMrI/JGU 01 FLV VVVvni g. PLEASE SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFUGIS WITH EXISTING AND PROPOSED TREES; I.E.: ELECTRICAL, TELEPHONE, GAS, SEWER, WATER, c or unauthorized use of the documents without consent of AND SITE LIGHTING. ColeJenest & Stone, P.A. is prohibited. 10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AWAY FROM BUILDING(S) AT 2.09 MINIMUM SLOPE. ColeJenest & Stone, P.A. 2006 9. TREE PROTECTION FENCE IS TO BE LOCATED PER PLAN OR AT A MINIMUM OF 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE IN THE SETBACK OR RIGHT-OF-WAY. 11. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION. ,a......~.~ . m . - r'~ ~ ~ I I ~ d ` t ~ ~ ` ~ ~ t DA~ 111 AC. ~ ~ c I f ~ . ~ ~ ~ _....,_.....~.~....~,n..~.ew~~., I " ; ~ ~ ~l ~.a..~,~.~~.,~..~a..~.~... ~ T 4~ ela. ,r` _ ~ M f.. y, ~ 50..' v Y R~' P ~.3i`fi~ i F , - ~ f t i _ ~ ~ / ~ ~o P~N-~ FERR j ~t',~"1 jY _ ~ ~ ~ ~ ~ ~ ~ r ~ ~,f ..a....- r~- ~ ~ ~ ~ ~ 3 . ~ ~ , r'~ i t - 't t OR• ~,1 \N CPMpvs ~ ~~lH ~ i 4 ~ t I MP z . ~ . X: ~ ~ r t i ~ Z ne ~ f w ° 1 . ` ~ PARTNERS WAY r s ~ ~ ~ pVAL DR. ~ R ~ Shaping the Environment y •.t t i ~ ~ , ~ ~ ~ Realizing the Possibilities i ~ t ~ ~ ~ ~ ~ i ~ ~ ~ 7" G ~ ~ 1 ~ ~ ~ ~ ~ ~ S ! _ l i ? e Land Planning ~ ~ . . ~ ~ TION . r - TRUC ONS AREA C~NG STA " \ ~ ~ SITE c ~ / i Landscape Architecture . . . . s•- ~ Civil Engineering ~ ~ , 4 _ . . ~ ~ ~ ~ . L ~ ,b . Urban Design F ~ . i ~ . . . . - E \ / . 121 Fayetteville Street, Suite lie Raleigh, NC 27601 P+ 919 7191800 f+ 919 7191819 uri+ www.colejeneststone.com ~ r ~ t . N ~ ~ . i ~ ~ - " ~ _ ~ . ~ _ . . . a ~ ~ b ~ r , ~ VICINITY MAP N.T.s. . . . . , ~ ~ _ . w ~ r. a NC STATE UNIVERSITY~ . t~ - - ' ~ - 2 ~ ~ • ~ w~. Pte. - e,P,°' \ ~ ~ EXISTING SITE INFORMATION OBTAINED FROM °TOPOGRAPHIC • ~ ~ ~ . • COMPOSITE MAP OF CENTENNIAL CAMPUS" BY ARCADIS G & M r _ 1 • 1~ ~ } ` • ' . ~ V • {{FF P . ' • ~ ~ ' ~ ~ ~ N ~ OF NORTH CAROLINA, INC., 801 CORPORATE CENTER DRIVE, r \ _ ~ ~ SUITE 300 RALEIGH, NC 27607, (919) 8540-1282, DATED R K I N S P E ~ . ~ 'z'~ ~ / 6 ~ ~ ~ . ~w e ~ w . 5, may,.,, ~ ~ ` ~ .1 . ' . f~ 11 /15/04. SEALED BY GORDON S. STROUT (L-2984). & W 1 L L 4 ~ e ~ 4 ' t E 'rte f ' y`. . ~ r RIP-RAP ~ ~t / i 2 ' i ,aF i ~ r` ~ l ~ ~ i i t ADSIDE . ~ APRON, TYP. . Architecture . Interiors . Planning l e a ~ 's,~ J v 4 ~ ~ s RO ~ ALE ~ SW _ € E ~ ~ ~ t ~ t ~ . . - LEGEND (EROSION CONTROL i a~. ~ "YLLf ~ ~ ~ t k ~ ~ ~ i~ ~k Ir ~ ~ ~ ~ SYMBOL DETAIL NORTH CAROLINA . 6 ~:xa: r - ` ^w . ~yO ` • , ~ . . ` ' , ` ~ ~ ~ OE M1TS u ~ ~ ANCE ~ . ~ TURB q~ ~ DIS . . ~ SEDIMENT BASIN STATE UNIVERSITY ZZO ~ r 7.65 A . . ~ SIDE ROAD . , . • , ~ S1 • ~ • . ~ ~ ~ ~ SV~IA s , ...~r • t . ,1• ~ ~ ~ . . . . . . ~ x ~ ' • , ' ENGINEERING { ROCK ; _ ~ - °r ~ ~r E K. _ 4 4 ~ ~ .,s I~ .DA ~ 1 ~ ! ~ / ~ j x TREE PROTECTNION BUILDING III p ~ . ~ ~ ~ . . ~"a "a a, ~ r:... ~ . F • ' ~ ~ ~ ' t ~ ~ / ~ TREE PROTECTION FENCING 7 f T: ~ I ~.f ~l , a . . ~ ~ ~ SS ROAD E~ . { ACCE . ~ A~~L 30 - 6R ~ ~ _ . ~ ~ CTION~ SE CROSS ~ .SEE ~ r Y' ~ ` 1' l ~ l ~ SILT FENCE STORM INLET ~ ~ EL0~11 IL B ~ ~ DETA ~ N . ~ ~ ~ ~ ~ ~ ~ ~ PROP 0 ~ . I . ~ ~ TREE l j `TREE UNE ~ ~ ; ~ ~ SEDIMENT TRAP GRADING fit{ ~ ,.i ar•-• 3 qry R ~\4 ~ ~ , ti 4 ~ ~ f TECTION ~,t~ ~ i q, . i , 1` j ' ,r;-C ~ EE PRO r TR ~ i' E TYP. FENC . ~ ~ ~ , . ..s, ~~2~. .d . . w,,.,.w. l ~ DRA1NAG'E,-"--,,1 r -~fv~~ _ ~ ~r~ 1 / ~ I~ _ ~ ~ ~ LJ~AITS OF DISTURBANCE -I- _ _ A ~ ~ - ti - _ - - O - / , ~ " = / ~ - `ROADSIDE t rtu:~~ iv _ r ~t.._. r' - . (V _ ~ S _ ~ i SWAL~E i ~ _ . ~ _ _ / i j;'' \ ROADSIDE SWALE 04LAN R - ~ _ , J - ~ ~ ~ RIP RAP ROgC`CHECK ~ ~ / ~ DAM I ~ ~ / ~ i~ ~ S i - APRON, TYP. ~ . _ i r i i ' ect No. ~LIMII"S OF . - ~ 1 ~ ~ i TEMPORARY SILT ~f / EXISTING ~ / ; 1 i ROCK CHECK DAM -I- PROPOSED ~ / DISTURBM4EE ~ ~ , ' 7.65 AC. . , _ TREE LINE ~ / FENCE. TYP. ~ ~ ~ TR~EIJNE ~ ~ ~ _ - r / / / / / ~ ~ issued- / 1 j ~ sir ~ t I~ ~6 t DRAINAGE AREA 02/09/07 _ ~ a , ~ / / ~ ~ ~ l / / ~ / FREE PROTECTION / / i ` ~ ~ APRON PTYP. / i ~ ~ ' ~ ; / r EARLY SITE PLAN `PACKAGE ~ i SPiLLWAY ~ _ - FENCE. TYP. ...J ~ f / l / i ~ ~ ^ ~ / ~ / \ _ ~ / ~ ( i / ~ ~ % / / ~ ~ ~ ~ PROPOSED TREEUNE ~ ~ ~ ~ ~ ~i i / ~ _ _ Revised ~ ~ 1 ~ ~ _ _ ~ / ~ ~ ~ ~ ' ~ / / I PROPOSED STORM DRAINAGE ~ / / / ~ l ~ _ ~ , W ~ ~ ~ ~ l ~ , ~ W W 0 / ~ I ~ ~ ~ _ _ _ _ _ r- - ~ STONE INLET SEDIMENT TRAP r j ~ ~ ~ /lam . I ~ T' 2~ f~ J / j ~j 1 r ~ l I / ~ / NOR Ty CAR 0 TREE PROTECTION NOTES 1. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, 0~~ `1` O~: ~S S O'•••%i O f~'• w\DSC GRADING AND STORM DRAINAGE NOTES ? . • i . • . r 45~ 1. ON-SITE BURIAL PITS REQUIRE A PERMIT. TRENCHING OR OTHER LAND DISTURBING ACTIVITY IS ALLOWED IN THE TREE PROTECTION = TION ZONE. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR SEAL -tn'w No. 1236 n'D' ' 22943 ; % 2. ANY GRADING BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION DOCUMENTS IS A VIOLATION ANp IS SUBJECT TO A FINE. CONSTRUCTION BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION. ~`~G~ V~ M T YT pR 2. TREE PROTECTION BARRICADES MUST MEET OR EXCEED TREE ORDINANCE STANDARDS (IN ~L PLAN IS A4 A U~~~~~J~O ° OT~~~~ 3. GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN CITY OF CHARLOTTE TREE ORDINANCE GUIDELINES, APPENDIX 9) OR LAND DEVELOPMENT STANDARDS MANUAL 40.04. 02/09/07 02/09/07 ~ ~ Z ~ S „ A VIOLATION AND IS SUBJECT TO A FINE. DINATEO a o n r'' 9'-0 ~-0 z n 7 y 4. ALL FINAL CURB AND STREET GRADES AT INTERSECTIONS SHALL BE COORDINATED 3. BEFORE GRADING/CLEARING/CONSTRUCTION BEGINS, CALL FOR INSPECTION OF TR WITH WSPECTOR. PROTECTION BARRICADES BY URBAN FORESTER. D WITH 4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LIT SCALE: 191=401 gPPORB YOU DIC3! CONTACT ONF~CALL CBNTBR ~ 2 5% 2 5% ~ S. ALL ROAD IMPROVEMENTS AT MAIN CAMPUS DRIVE SHALL BE COORDINATED WITH NCSU PRIOR TO CONSTRUCTION. UNDISTURBED. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE-SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. 1-800-632-4949 3 1. CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND 3 6. SIGHT TRIANGLES INDICATED ARE THE MINIMUM REQUIR 0 20 40 80 A MINIMUM 5. BRUSH, VINES AND SMALL TREES (<8 IN. DIAMETER, OR AS SMALL AS 2 IN. CALIPER) MAY ASSURING THAT EXISTING UTILITIES ARE LOCATED PRIOR TO CONSTRUCTION. ROADSIDE SWALE ST NECESSARY TO INSURE SAFETY TO THE PUBLIC. 6" ABC ROADSIDE SWALE 7. IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIM STONE BED (1.5~ MIN. DEPTH) OF 0.5% SLOPE ON THE PROPOSED CURB AND GUTTER. B MBEDN UPC6EFEET~ (AT LEAST 2/3 OFWTHE BRANCHES SHOULD BE LEF) rnT0 EM ROVEBE 2. CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES USING FLAG MEN, ETC. AS (1.5~ MIN. DEPTH) VISIBILITY. CHANNEL ESP4.1 of 3 8 NH ANOUNOBSTRUC ED CONOITIONNANDCSHALL REMO EFROMT E SE AREAS ALL D S ALL DEBRIS, 6. EXPOSED TREE ROOTS MUST BE CLEANLY CUT WITH A SHARP PRUNING TOOL; BACKFILL 3. ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE REPLACED ACCORDING TO 3O' GRAVEL ACCESS ROAD LOGS, TIMBER, TRASH, JUNK ANp OTHER ACCUMULATIONS. AS SOON AS POSSIBLE TO MINIMIZE EXPOSURE TO THE AIR. STANDARDS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION AND ,Y DISTRICT 7 CONS RUCTIONDEANDUNOTBREMOVEDLUNTIBLEAFTER FNALEMNSPE~CTION BY UIRBANGFORESTER. The drawings, the project manual and the design shown theron CHARLOTTE-MECKLENBURG UTILITIES SPECIFICATIONS. ~Y LINE IS are instruments of ColeJenest & Stone, P.A.. The reproduction or unauthorized use of the documents without consent of 4. SHORING WILL BE ACCORDING TO OSHA TRENCHING STANDARDS PART 1926 SUBPART 9 FRINGE BOU DAR~YNLINE OREF OODWAY DISTRICT ENCROACHMENT BOU~NDARYDLNE ,~,.T T., Tyr orcTpirrinn~C ~?,APC1~Fn BY FLOODWAY REGULATIONS. st PI FASF SUBMIT UTILITY PLANS SO THAT THEY CAN BE REVIEWED FOR UTILITY CONFLICTS m~ ~r,~~r..ir n~c cC~uCG WATF rmjx1anpct P. Stone. P.A. is prohibited. P, OR AS AMENDED. v WITH EXISTING AND PROPOSED TREES; I.E.: ELt(:IKII:AL, ItLCt'nvrvL, • . MV Irv r• • .OPE AWAY AND SITE LIGHTING. ColeJenest & Stone, P.A. 2006 10. ALL SIDEWALKS, STOOPS, TERRACES AND OTHER PAVED AREAS SHALL SLOPE AW FROM BUILDING(S) AT 2.0% MINIMUM SLOPE. FOOT PER 10N. TREE DIAMETER NCH AWAY FROM ETHLOCATED N PER THE PLAN SETBACK T OR RIGHTMINIMUM -WAY. 11. CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.