Loading...
HomeMy WebLinkAbout20030576 Ver 2_Site Plan_20110606A _ r-- i i r, a ~ ~ ~ ~ t . , ~ I_ O£ P fir.-': ~ , ~ i - , S H ~ ~ ) f~ I C, - - - - ~ i' ~ . ~ ~ M ~ ~ ~ ~ ~ ~ I i 8 I ~ R r! ~ I.: ~'I Y s i, i ~ ~ ,;r j i G 2zea ~._a _ 0 LE D ~r rs-~ ~ ~ ~n1~ ~ 1 ~1~ ~ r, ~ i ' _ I i ~~I f1, F~ it ~ ~ ' c^ ~ ~ ~ i -i II ~'i ~ ;t ~I~ II it 1 1 _ I ~ - ~ { ~ , ~ ~ R/W RIGHT-OF-WAY ~t'9 2146 C&G CURB AND GUTTER 2(~MOP1t rT ~ ~ Triad 3 ~ , , 1 ~ ~ ~ , , , ~sr9 R ~ F I t ~ ~ ~ ~ r ~ ~ ; ESP EDGE OF PAVEMENT Internation ~ ~ ~ Airport _ 1 L~~v ~ ~I~ it i~ :;.9 ~ f~i ~ ~ BW BRICK WALL Se e 145 ~ ~ :r LA LANDSCAPED AREA uilfor Coile a ~ _ i,, ,~r ~ I ~ ~ G g ~ ~ ~ ~ f, ~ I ~ I; I I( ~ ~ `l Z ll ~1 ~ a , ~ 4 I u, ® POINT 4 , W FRIENDLY AV ~ POWER POLE AND GUY WIRE ~ i 9 i I c~ ~ i ~ LIGHT POLE i y QS ~ SANITARY MANHOLE 2492 AND CLEAN OUT ~ '.y~ARKET TREE QD DRAIN MANHOLE ti QV VAULT MANHOLE ~0 8 PREPARED FORo © WATER MANHOLE 16 8 ~ Q UTILITY MANHOLE it ® DROP INLET ® CATCH BA51N ® WATER VALVE ' e ® WATER METER IT AP vII Y m TRANSFORMER ~ ~ 9 ® GAS VALVE NOT TO SCALE - GENE L D NORTH GENERAL DING SITE NOTES. L DING SITE NOTES ~CN'D} CONSTTIC 0 CNT L SEQUENCE: -SS- SANITARY SEWER LINE 1. THE UTILITIES AND THE LOCATIONS THEREOF, SHOWN ON THE PLANS, REPRESENT THE DESIGNER'S 11. CONTRACTOR TO VTRACTOR TO SEED OR MULCH WITHIN LIMITS 1.OBTAIN GRADING(EI PLAN PERMIT FROM NORTH CAROLINA ,r-v.`,, CROSS SECTION LINE ET N . ITLE UNDERSTANDING OF EXISTING UTILITIES IN THE CONSTRUCTION AREA, THE CONTRACTOR SHALL OF DISTURBANCE. CC TURBANCE. CONTRACTOR TO SEED AND DEPARTMENT OF ENV NATURAL RESOURCES (NCDENR), DIVISION VERIFY THCw LOCATION, DEPTH AND EXISTENCE OF ALL UTILITIES (ELECTRICAL, MECHANICAL, WATER, MULCH ALL DISTURBE I ALL DISTURBED AREAS. OF LAND RESOURCES SECTION - WINSTON -SALEM (PH. (336) o0o BASE FLOOD ELEVATION 771-460D). R V EY TELEPHONE, GAS, ETC.) WITHIN THE GONSTRUCTION AREA WITH THE OWNER AND/OR THE APPROPRIATE UTILITY COMPANY PRIOR TO BEGINNING ANY EXCAVATION. THE OMISSION OF, OR THE 12. GRADING MORE T[ DING MORE THAN ONEACRE WITHOUTAN 2, CONTACT NCDENR,.._....... ECTION, WINSTON-SALEM REGIONAL m°°~ 30' TEMPORARY EASEMENT INCLUSION OF UTILITY LOCATIONS ON PLANS IS NOT TO BE CONSIDERED AS THE NONEXISTENCE OF, OR APPROVED EROSION i 'VED EROSION CONTROL PLAN IS A pFFICE AT (336) 771-5~ -BEM OF CONSTRUCTION START DATE AND /LIMI T5 OF DISTU RBANCE1 - E T TAKI PLAN LITI LAY L , L2,6 2 A DEFINITE LOCATION OF EXISTING UNDERGROUND UTILITIES. ANY DAMAGE TO EXISTING UTILITIES VIOLATION OF SEDIME 'ION OF SEDIMENT POLLUTION CONTROL ACT TO SET UP AN ON-SITE - -T'ION CONFERENCE IF REQUIRED BY ` } SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. CONTACT U-LOCO (PH. BOO.632.4949), AND MAY BE SUBJECT - N T L PLANS RA I ERO I CO D L , L.6 3 AY BE SUBJECT TO A FINE. NCDENR. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION TAKEN FROM PLANS PREPARED BY SACKS SURVEYING 13. ADDITIONAL MEASI A TAIL 20' PERMANENT EASEMENT _ E L. L. G PC. CONTRACTOR SHALL FIELD VERIFY EXISTING COND?TIONS PRIOR TO STARTING AND MAPPIN ' AND SEDIMENT MAY 8 lITiONAL MEASURES TO CONTROL EROSION 3. INSTALL TEMPORAF N ENTRANCE(S), TEMPORARY SILT FENCE DIMENT MAY $E REQUIRED BY THE OWNER'S ---a~--~n-o- WORK.. REPRESENTATIVE AN[ SENTATIVE AND/OR NCDENR. 4. INSTALL SILT FENCE "ION, SEDIMENT TRAPS, DIVERSION - DE T A BALK TAIL EE D 1 3. THIS SITE IS LOCATED IN THE GREENSBORO WATERSHED WSIII, GWA, DITCHES, TREE PROTE v ER MEASURES AS SHOWN ON PLANS, ~°"~0--0' TREE PROTECTION FENCE ~ ~ T~ 14. ALL GRADED SLOP'. GRADED SLOPES MUST BE SEEDED AND CLEARING ONLY AS NE _-:.:~sTALI THESE DEVICES. FORCE MAIN MULCHED WITHIN 21 C q 4. APPROVAL OF PLANS DOES NOT AUTHORIZE GRADING OR ANY OTHER DISTURBANCE TO ADJACENT IED WITHIN 21 DAYS OF COMPLETED GRADING. 'I~H p ALL REMAINING DISTU RIB PROPERTIES. WHEN FIELD CONpIT10NS WARRANT OFF-SITE GRADING OF DISTURBANCE, CONTRACTOR ;MAIMING DISTURBED AREAS ARE TO BE 5, NO LAND DISTURBA .INSTALLATION OF EROSION CONTROL DED WITHIN 30 DAYS. DEVICES SHALL OCCU SST 30' FROM TOP QF BANK LANDWARD - ~ , MUST HAVE WRITTEN PERMISSION FROM OWNER{S) BEFORE PROCEEDING. RESEEDED WITHIN 30 CONTRACTORSHALL I - THE 30' UNDISTURBED BUFFERPRIORTO 100 YEAR FLOODPLAIN Q ~ SFpF 5. ALL CONSTRUCTION AND CONSTRUCTION MATERIALS SHALL CONFORM TO STATE AND LOCAL CODES. 15. SLOPES SHALL BE 1PES SHALL BE GRADED NO GREATER THAN 2:1. ANY LAND DISTURBAN DNTACT THE OWNER`S REPRESENTATIVE ~ ~ OR ALL 2:1 SLOPES SHALT f~ SLOPES SHALL BE STABILIZED WITH STRAW SHOULD ANY DISCREf N WHAT iS SHOWN ON THE PLANS AND 6, CONTRACTOR TO SUBMIT ALL SITE CONSTRUCTION SHOP DRAWINGS TO OWNER'S REPRESENTATIVE MATTING AFTER SEEC v FOR APPROVAL. ANY SUBSTITUTIONS OR REVISfON5 TO MATERIALS OR CONSTRUCTION SHAH BE HAVE BEEN APPLIED. JG AFTER SEEDING AND SOIL ADMENDMENTS WHAT IS ESTABLISHEC ~°CUR. ri ' i , _ w APPROVED BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. SEEN APPLIED. ' ~ ~ I ~ STREA6d BUFFER 6. CALL NCDENR LANG .;TOR FOR ON-SITE INSPECTION OF A ~ 16. ALL CHANNELS SH CHANNELS SHALL BE LINED WITH EXCELSIER EROSION CONTROL MI .APPROVED, BEGIN CLEARING AND 0 7, CONTRACTOR SHALL REFER TO STAKING PLANS FOR THE LOCATION AND DIMENSIONS OF PROJECT. MATTING AFTER SEEC JG AFTER SEEDING AND SOIL ADMENDMENTS GRUBBING AS SHOWN PREPARED BY. z ~ ~ CONTRACTOR SHALL STAKE TRAIL ALIGNMENT AND FLAG LIMITS OF DISTURBANCE FOR APPROVAL HAVE BEEN APPLIED. FROM OWNER'S REPRESENTATIVE. TEEN APPLIED. a 7. BEGIN GRADING OP ~ ~ ~ ~ ~_Jrt` p 17. CONTRACTOR RES ~ 0 8. CONTRACTOR TO PROVIDE ALL EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL CONTROL DURING CO TRACTOR RESPONSIBLE FOR ALL TRAFFIC 8. INSTALL STORM DRr ET PROTECTION AFTER PIPE IS tOL DURING CONSTRUCTION TO ENSURE INSTALLED. planning ~ a AllTHORlTIE5. ~ SAFETY OF ALL CONS' Y OF ALL CONSTRUCTION WORKERS, urban design x ~ 9, ALL LANDSCAPE AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO THEIR PEDESTRIANS, AND VE TRIANS, AND VEHICULAR USERS. landscapearchi~cture 9. STABILIZE SITE AS P _ GHT TO FINISH GRADE. ClVlienglllee(Ing ORIGINAL CONDITION AT THE CONTRACTOR'S EXPENSE. 0 10, AS FINAL GRADES ~ _ D, SEED AND MULCH ALL DISTURBED en~ironmentaigraphics 10, ANY GRADING BEYOND WHAT IS DEPICTED IN THE APPROVED AND PERMITTED PLANS IS A VIOLATfON GENERAL Ci,-A :L CLA IN NOTES: AREAS AS SPECIFIED, WITH EXCELSIOR MATTING AND COVER SLOPES 2:10R STEEP MATTING. 4~ Nr~~~ FLEMING R OF THE STATE'S EROSION CONTROL AND GRADING PERMIT AND MAY BE SUBJECT TO A FINE. OAD 1. CLEAR AND GRUB TC ~R AND GRUB TO 7' EITHER SIDE OF TRAIL ~~2~3t Ch~lotle,NCi ww~lnsh~iBlt~orw CENTERLINE, REMOVE REQUIREMENTS FOR NPDES SELF-MONITORING (CONTRACTOR RESPONSIBILITY) TREES INCLUDING MAJ RUNE, REMOVE GROUNDCOVER, SHRUBS AND 11. PAVE PATHWAY;INI ~,K. INCLUDING MAJOR ROOT SYSTEMS. a PROJECTS DISTURBING OVER 1 ACRE WILL BE ISSUED A NPDES PERMIT. THE CONTRACTOR SHALL =l°--~ ' ~ 2. SELECTIVE CLEARINi 12. SEED AND MULCH , AREAS AS PER SEEDING SPECIFICATIONS, 1Vl eS, P°A° tCTIVE CLEARING AS DETERMINED BY OWNER'S conauipnyctvr~and@nwmnmentaltfigmearing OBTAIN A COPY OF THE ISSUED NPDES PERMIT FROM THE OWNER AND SHALL BECOME FAMILIAR WITH REPRESENTATIVE SHA ALL REQUIREMENTS FOR SELF-MONITORING RECORD KEEPING AND INSPECTIONS REQUIRED BY THE CONSTRUCTION AS FO' SENTATIVE SHALL OCCURWITHIN THE LIMITS OF 13, AFTER SITE HAS BE ___._._a_~: p, REMOVE ALL REMAINING TEMPORARY aetac~a~ndatacd~ NPDESPERMIT AND SHALL COMPLY WITH THOSE REQUIREMENTS DURING THE ENTIRE s RUCTION AS FOLLOWS: CUT TO GROUND ALL EROSION CONTROL DI ODE AND STABILIZE THOSE AREAS. h~on'e~'(ss'6jzc82b54~z CONSTRUCTION PERIOD, ANY FINES ISSUED BY THE STATE FOR FAILURE TO PERFORM INSPECTIONS OR TREES 4" CAL. OR LESS 4" CAL. OR LESS AND SHRUBS GREATERTHAN 24" Fax ta~s)aaz~asea MAINTAIN RECORDS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, IN HEIGHT, I:i ""T~ EROSION CON' _ : X3.05 7 (o U 2 rs 1, ALL EROSION CONl SHALL BE INSTALLED IN ACCORDANCE FO REQUIREMENTS FOR SELF-INSPECTIONS (OWNER RESPONSIBILITY) X CHASE ROq 0 WITH THE DETAILS INC PLANS, AND THE NORTH CAROLINA TEMPO Y SEEDING SCHEDULE: THE PROPERTY OWNER, OR A DESIGNATED AGENT, SHALL BE RESPONSIBLE FOR PERFORMING F ER051ON ANb SEDIME OL PLANNING AND DESIGN MANUAL. SELF-INSPECTIONS OF THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN AND PREPARING A REPORT OF THE 2, THE CONTRACTOR - __~NSIBLE FOR MAINTAINING ALL ERDSION SEEDING PREPARATION - INSPECTION, THE INSPECTIONS SHALL BE CONDUCTED AFTER EACH PHASE OF THE PROJECTAND CONTROL DEVICES, RI NICE WWICH FAILS TO PERFORM AS AREAS TO BE SEEDED SHALL BE THOROUGHLY CONTINUED UNTIL PERMANENT GROUND COVER IS ESTABLISHED. ANY FINES INTENDED AND FOR AI _ ,ES REQUIRED BY REGULATORY LOOSENED AND WORKED TO A MINIMUM DEPTH OF AT ~ ISSUED BY THE STATE FOR FAILURE TO PERFORM INSPECTIONS OR MAINTAIN RECORDS SHALL BE THE AGENCIES DURING TH. N PERIOD. PROJECTS DISTURBING OVER 1 LEAST 5 INCHES, ACRE WILL BEISSUED --__f'. THE CONTRACTOR SHALL BECOME RESPONSIBILITY OF THE OWNER, AT A MINIMUM, A REPORT SHALL BE PREPARED FOR THE FOLLOWING Ilo PHASES, FAMILIAR WITH ALL RE ~ ' R RECORD KEEPING AND INSPECTIONS THE AREA SHALL THEN BE RAKED OR OTHERWISE ypR ~ -INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL DEVICES REQUIRED BY THE NPf SHALL COMPLY WITH TH05E CLEARED OF ROCKS, LARGER THAN 2 INCHES IN sF,o -CLEARING AND GRUBBING OF EXISTING GROUND COVER ~4, ~o -COMPLETION OF ANY PHASE OF GRADING REQUIREMENTS DURII ` QNSTRUCTIQN PERIOD, DIAMETER, STICKS OR OTHER DEBRIS 3. THE CONTRACTOR TEMPORARY GROUNDCOVER (i,e,SEEDING SEEDING P~ -INSTALLATION OF STORM DRAINAGE FACILITIES ~r 0 0 -INSTALLATION OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION AND MULCHING) ON AI _ :EAS WITHIN 21 CALENDAR DAYS - COMPLETION OF CONSTRUCTION OR DEVELOPMENT FOLLOWING ANY PHAE =PERMANENT GROUNDCOVER (i.e. SEEDING $0 #1 AC, TALL FESCUE AND MULCHING) SHAL 7N ALL DISTURBED AREAS WITHIN 21 4000 AC. AGRICULTURAL LIME J ~D ? CALENDAR DAYS FQLt PION OF GONSTRUCTION OF THE 1000 #IAC. 10-10-10 FERTILIZER DEVELOPMENT, SEEDI _ _ _ ITS SHALL INCLUDE SOIL PREPARATION, 500 #l AC. 0-20-0 SUPER PHOSPHATE. WNR - ATEk AL ,;r~- SEED MIXTURES AND I - ECIFIED, 1-112 TNI AC. STRAW MULCH ~ 6r~r° ~l 4. IF FILL MATERIALS A ;3HT ONTO THIS PROPERTY OR IF WASTE 225 GALE AC. ASPHALT TIE-DOWN FRIENDWAY ROAD MATERIALS ARE TAKEI ~ PERTY, THE CONTRACTOR SHALL BE 30 #IAC. RYE GRAIN (NOVEMBER THROUGH FEBRUARY) RESPONSIBLE FOR DID = =IFORMATION AND SHOWING ANY BORROW WORK LIME AND FERTILIZER INTO SOIL Q' ~ ~'fl OR DUMP SITES ON Ah LION CONTROL PLAN, BORROW AREAS ,19~ ~ , AND DUMP SITES ARE - -'ART OF THIS PROJECT, AREAS THAT WILL NOT BE WELL MAINTAINED, ALSO ,l ~ ~ - ~ ~ ~ I>{ WESTERN GUILFORD - LEONARD _ ~ ~ - STERN GUILFORD ~ ADD 50#1 AC. UNSCARIFIED SERICEA LESPEDEZA HIGH SCHOOL (AUGUST THROUGH NOVEMBER) OR 40 #IAC, SCARIFIED 'RECREATION ~ ~ ~-~--a ~ ~ ~ I HIGH SCHOOL ~ L~_~ CENTER ~ ~ /.,s ~ - ~ SERICEA LESPEDEZA (DECEMBER THROUGH JULY). w a , ~~°~z, A < ~ GROSSING E ~ ' LN 1 ~ I T NQ. r ~ ~ 5-t _ (ice ,s v]ki~,~:" 41~'}.1'1!<YC.rT~"~-~+}'.....;r -_~,,W RECOMMENDED FDR CONSTRUCTION y Z W - - ~ ~ - +~ecei~c GUILFORD COUNTY PHA E ENT LETED SCHOOL N,C~ deot, pf c 4VR asA.. a wirnnr IV~I.iL~LI~ I ~ MAY J 1 2011 INDEX MAP "~1o~'sa em N.C. GRADING SCALE= 1"= 800' NORTH - i ~ si,. i .,1 ~ ~ 1®0 00® URN ~ F~ D S _ { ~ ~U ~ , --e , d ~ y ~ d t ~ ,,.p R F1 _ .~.r., I d ~ i + PE Y~; ~ f . TEMPORARY r. ° = -•r OUTLET, {TYP• 1 ~ r r, ~ ~ SEE B r ~ ~ SHEET L3.0 t I - ~a ~ ; J TIP EL~11C ~ ~ , r r i ~ ~ ~ ~ ~ i .F,. L-4.3 ~ ra _ ~,~~a ;r':~ l ~ ~,~f=_'~~~:`-~ 50 STREAM BUFFER 2. ~f~ nLr- ~ GREENSBORO , ' TEMPORARY ~ --YP.) r. 3. ~ , : 1~~ ~ ~ SEE ' . ~ - l~?~~ ~'~~x ~r SEE F ~ ~ GUILFORD C®UNTY, NC ~ ~ t L-4.2 _r t a ~ W G~ ~ ~ , i , - _ .»wM""1 {~iJS~'a' r ~GI~'j~a~ ~ ~ ~yqD ,..w r~''~j ~ rs (C ~ ~ , .J t-,~tl l n r.r! Qg ~ , . ~ ~ ~ 1 ~ ~ lt~ ~ m... r u~ ~1 t~ ~ ~ ~ ~ ~ , i i ~ ~ t L , C? . s ~ a ~1, _ - C , r~ _ ~ SFO 3 %i °a~~,~ I ~ r~~ ' ~av ' ' 4: . - p } 1 ,n i . , w / ~ n ~ 2-PERMANEN' Bp ~ S 4' ~ - q , ~ ~ ~ edmont OER ,<<~ i - I t, _ ~ , ~ , ~ ~i , Triad e B l DATA) ~ ."~!f - ~ ~ Alrparttlon ~~@ , P CREEK (PER GIS P ~~E j. ~ . „ y J ~ ® fAIENOIYA a, Q ' 1 S E FLOODWAY N .v, - / ~ . x IELD SUR ) ~ EK BANK (PER F ~ ; _ r~~~ _ MID BLOCK OF _ : .y^~ 7 ' TOP r . _ R M ~ N a E V STING GATE ~ ~ ~ ~ ~ . ~ ; ti,, _ ~ w. T E , x , . : EN E TO E r, ~ , _ NG F C R BY GDO s~~~ i EXISTING THE _ ~ ~ t1 ~ ~ _ _ - ; ~ - ~ _ , - ! ; , 10' WIDE ASPHALT-TRAIL SEAL' ~ L ~ _ i y _ P I r M ~ - - ~ r~.. . . ~ ~~,Af - +M. i ~ ,r ; ~ ` - . ~ ~ r~,~~ L~,~ ' s Une~Chord Direction A Volue j ~ ~ S m li 1 ~ a i p . 1 ~ A ~ _ F ~ . r - - Y _ ~7:~, I w, ~ ~ ; ~ ~ ~ ~ , : ~ , ~ = : FLOODWAY NOTE: 411 ~ I ~ i ~ ~ a , iD0.oD4 NOT 25' 27.35°E ® ' 24°' GRADED SH ULDE I ~ r ....a )TE: i BOT ES OF TRAIL N56. 41' 1ss4°E i ~~,~GIP!~~~~~~,C9~~ ~,"~l 1 ..W - w~ ~ _ ~ . ° I i ~ _ ' ~ WITHIN THE LIMITS OF THE F SITS OF THE FLOODWAY, NO FILL 0 too.ooo N45. 15' 3x.13"E I k a~~~~~~~~~~®~ ~ CREASE IN GROUND L ~~®4~t9~~~~®~~~~~~ { ; ~ . CT~= ELEVATION IS ALLOWED. ALL 4LLOWED. ALL GRADING AND NSTRUCTION SHALL MAINTAIN Nis' 4s' S3.3z°e _ _ CLIENT; ,r r~~ e _ , L , r r E VATIC ~ s. ~ r ~ i ~ r ~ ~ _ - _ _ - > ~ ~e ~ . , ~`1, ~ ~ DRAINAGE PROBLEMS .THE UND ELEVATIONS (ORS TLY LOWER, WITHOUT CREATING soo.ooo NzT 33' 15.sa°E i . ~ _ i _ . r . ~ ~ ~ ~ ~ - , , y ~ _ , ~ ~ ; r FINISHED TOP OF THE T )BLEMS)• THE DESIGN INTENT WITHIN THESE LIMITS IS FOR THE N2r 2z 36.53°E Guilford County P9anning and i ~ 1 ~ - ~~;,.-~,-M. ,ter » ~ , ~r _ r~'r~ ~ l u ~ t~ `4~.. ~a ~ _ .t~- ~ ~a..__ ~;IA!!~ h., , - . ~ ~ ~ EXISTING ADJOINING pp~ OF THE T BE AT THE SAME GROUND ELEVATION AS _ _ _ _?oo.ooo N2s' 46' za.33"E DeVe~Opment Dept. )INING UND. IF, DURING"~ON~C1"I'ON WITHIN THESE zao.ooo N2T o1' 3s.67"E r i',~ ~ f's` f~E[I~ BOLA ~ ?S~7,O~S~ - Governmental Center o. N INTENT CONFLICTS W1TId,OTHER DESIGN PARAMETERS, THE Nz4• oo' ssaz"e ` i ~ ~ ~ r'__ i,,l~~ ~ ~ • „ LIMITS, THIS DE N INTENT , CONTRAC SHALL NOTIFI~ SHALL NOTIFY THE OWNER,~~$tOR TO CONSTRUCTION OF THE ?oo,ooo Nzr 3s' 1z.7s"E P., SOX 3427' ~ ~36'~..~ ~ ~ , , , , w~ ~ ~ ~ ~ 1~'1.~. DISTURBED AREA LIMITS, (TYP.) T H L IS C TIE CONTRACTOR SHALL HAVE AN ~ N1s• n' 30.31"E Greensboro, N 27402 I I , ~ ~ p - ~ AS-BUILT SURVEY PERFORM ~ J , t ~ CLEARING LIMIT. (TYP.) EY PERFORM®D OF HETSD ~10NS,LOCATED WITHIN THE zoo.ooo Nzs° 41' z1.s6`E FLOODWAY LIMITS BY A LICE G.l ~ , s ~ ~ s ~ r' i 41TS BY A LICENSED SURV~` ANA THE AS-BUILT SURVEY - N28' 05' 13.66"E ! e~ I + ~ ~ ' 'TEMPORARY CONSTRUCTION _ ~ ~ DATA PROVIDED IN DIGITAL f: :DIN DIGITAL FORMAT TO TIME OWNER. ioo.ooD N16° 11' 41.fis"E CONSULTANTS: i `s_. I ~ J ~ ~ ~ ~ ~ ENTRANCE SEE ~C ~ v ~ . , I~Ir - .~,1, C' i C ~ E 218.77D N25' 06' 21.10"E _ ~ C7 I _ 1 r' FLOOD E) ~~'~,`~'F'~~`-~ t ,~~T } , 8, , s ~ ? , ~ ,./SON C~ ~~~L?,.~E ~ N45' S4' 33,29°E .f ~ , ~ ~ , n ' , ~ ~ 0 ~ ~ L-4.1 ~ OD ~ ) ~ ' ~ 200.D00 N34' 18' 30.00"E , m REMOVE 14+1- LF OF CURB FOR t-~ I f ! ~ pO ~ SUR ry ~ ~ ~ ~ ~an~ ~x~:~. ~ ~ 4 t.~ (1 FIELD ~ ~ planning I ; }q ~ N22' 42' 28,79"E Gr~ande<ilQn - ~ ~ R~4MP CONSTRUCTION PER , ~ " ~ c 200.000 N33' 51' 18.30"E I ' landscape arch?ure NTH ~ ~ civiiengineering emironmentalP graphics 421PxmanBC~t 704.373dffi34 ~ l i~ ( ~ , !~l d ~ 't ~ ~ 'fir, . - ~ FIEt_D SURVEY) cne~o~~,NCSaelos 1s~lu~mm I ~~~J~.~ ~ C'~~ ~,a~ t_.I .a~~ TaP ~F G i ~ F I { M d , ~ ~ 1 1,~ :yf . ; r. _ .w~ ~ n_, ~ ~ ~ 7 ~ .x. ~ ~ 1 ~ ~ . ~ vii esi ~ I _ _ ~ - _ ~ ~:~~y _ a c 1 1 ~ - ~ Qnsu g ivi an nvdronmenfal g g , ~ + f ~ hn C' T dE En Ineerin ' ~e~ ~ u ' A~,.. r 3: ~ ,-,j' c r- - f _ ~ . y a , - ~ p ~ H,_ ~ + r ~ ` ` ~ 3817~C lawndale Drive t , _ - _ ~ 4 ~ ~ ~ . ,:I 1 ~ r , ~ r , ~ ~ ~ r.r ~ ~ , i , Greensbo% NC.27465 ti , , r . ' 7 _t , - phone: (338)282-5542 ~ ~ i i ~ ~ -i ~ ~ ' r ~ , c _ . ~ d Far. (336) 282.5592 j. ~r _ ~ l 1 t { 50'STREAMBUFFER r, T~ ; _ r~~_-~{ ~ ~ ~ y~~ . ~ ~ v ~ r ~ w r.,.y ` 1. ~1 i • , ~ r l n + 1 1 r, - p SEE ~ _ ~ a a ' ~ ~Y' t ,.a.., o- ~ \ - ~ _ y\ -r ~ ~ .1r _ ~ - 1` t`' ` r ti- ~ ice,., ::`n ....~..,.,.y _.._w.,..._... fC uml -a-_l , - t ? t l c.3 ~-e ~ V-# w k t ~ j ~ . - SF~ ~f - ~ ~ _ ~ SFO `7 ~ ~ _ - ; ~ _,._u. -~----~j'~k'~. _..~~1.~... ' ~ - _ ~a.~_ ~ ~_a m .~,.m..._ ~..T,~ ~ ~ _ REVISOONS: ~ _ _ t ~ - ~ _ _ p - ~ CREEK (PER GIS DATA SU -v ~ ~ ~ 'r FI - , _ , - r~ r~ _ ER ~ _ , NK (P _ , _ J ~ ~ \ ~w~ > B , .i.....~ ~ REEK , ~ , ~ , r - - - - - _ _ - r f,.J , _ _ r-I Dp . ~ . ~ ~ _ _ _ _ . r. E . _ _ ` ~ SEE FLOODWAY NOTE x. L ~ . ~ y i_ f 7 .,i..1._ r ~ , , r- ~ ' i~ r ~ ~ , ` _l , ~ ~ - . , ; ` G ~ ~ 1 ` _ ~ , I t ~ r 7 `,~1 ~ ~ ~ s r_,. w~..w _ . , ° 1 ~ ~4 ~ t 1 ~ ~ ~t r.y- i fI ~ t S-2 ` ';1° ~ ; ~~I~ U _ ~ ~ GRAPHIC SCALE ~ 't ' ~ - 1 11 ~ ~ r,ft ` SL 1~~~ : ~,7 I iv `~~~y a.~ ' j ~ j " ° nJ µ ~ ~ ~ - ~ , . _ . ~ i ~ rv , ~ ~ .,r~ . r,,.. , , : , ~ , : : . I - ~ i. r., is , i ~ ~ ' 7 - ~ : f +~.r_, f"'i - - „s ! / _ _ . , ,y , , , - _ ~ ~ ~ a ~ n J r-.... ,_y , _ _ - t , :.fir ~ 7~^~ i i f ~ ; ' J r _ 2~ LF 36 P , ~ QUA - L ,..w r i..,..f ~ .7 . Y1 T I ~ - 1..,. t t.,! ; P ~ l r ~ ~ ~ 1.40% , ~ ~ ~ ~ r n. ~ ~ -~h~ ~ ~ i , w't t ~ W ~ ~ t ~ i 0' 15' 30' 60" t1 \ ~i t v ~ C~ ( .ir 9 . 1 11~~0i ~P , , r~ r,~'' ~ 1 ~,~;~1 .~~'F. ~!W 1 . a may"" i t? - 1 s;~ SCALE. r ~ W ~t , r ~'~t C ~ ~,a ° w r~ N_ . s'"" ~ ~ ~ , ~w , ; - m. ~ , ~ ~ , r,~ DATE: MAY 19, 2011 ~ - ~ - _ 4}11 ~ , ~ ` ~ Z . 1~ / s' ~ / ` / r~~~` ' a PROJECT NUM8ER:05346 ~0 ~ ~ I 4.;~ . x ~ - - TYP. 5 _ , ' z~' ~ ~ SEE FLOODWAY~~~IOTE CLEARING LIMIT. ( ) . ~ • ~ ~ ~ ~ FILE NAME:PH1 AND 2 LAYOUT i. ,1 ~ ~ DI T AR MIT T ~ ~ f { S URBED EA LI S, ~ YP.) I ~ r~~,~ .~2 ~ y h' ~ .w~ .z~ .a; ~ / r 1 ~ w..~- ' ' ~ ~~-1 ( DRAWN SY: ASL FLOODWAY NOTE: . - ~ ` It: ' APPROVED ~Y: JDW TEMPORARY SILT FENCE WITHIN THE LIMITS OF THE FLOODWAY NO FILL OR INCREASE IN GROUND ~ ' ~ OUTLET TYP. ELEVATION IS ALLOWED. ALL GRADING AND CONSTRUCTION SHALL MAINTAIN P 0 ~ ~ ) DEMOLITION SCHEDULE t 1 , i SCHEDULE ~ ~ ~I ~ I TITLE: ~ ti . 0 0 SE EXISTING GROUND ELEVATIONS OR SLIGHTLY LOWER, WITHOUT CREATING ~ o a SFO 4 0 0 ~ B D-1 REMOVE APPROX. ~ ~ D P E D ,r, - F F~ ~ RAINAGE ROBL MS) THE DESIGN INTENT WITHIN THESE LIMITS 1S FOR THE 'E APPROX. 12 LF'~ EX. ~6" RC~. ~ ~ ~ ~ I, ;.1 ~ 5 P~ o L-4.3 FINISHED TOP OF THE TRAIL Tb BE AT THE SAME GROUND ELEVATION AS ~ ~ L ~ XI TIN I iNG GR UND, D RIN TR T IT STORM DRAINAGE SCHE ~ F TEMPORARY SILT FENCE, (TYP.) E S G ADJO N 0 IF, U G CONS UC ION W HIN THESE NAGE SCHEDULE SEE SHEET IG SIO o~ ~ h Q~ SE LIMITS, THIS DESIGN INTENT CONFLICTS WITH OTHER DESIGN PARAMETERS, THE ° ° ~ ~ F S-1 36 RCP INV. LU CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO CONSTRUCTION OF THE ,cP iNV. ~~8.20 ~ ~ ~.;~'~~;;•f~~~ ~ ~ CONTROL (L3,0) 1 L 1.4 TRAIL. AFTER THE TRAIL IS CONSTRUCTED, THE CONTRACTOR SHALL HAVE AN 9~ ® AS-BUILT SURVEY PERFORMED OF THE SECTIONS LOCATED WITHIN THE cP iNV. ~~7.90 ~ ` ~ - PLAN S- 36 r. CP INV. ~ t ~ FLOODWAY LIMITS BY A LICENSED SURVEYOR AND THE AS-BUILT SURVEY ~u~;r.~ ~ ~ r~r ~P~ t71~~,~}~i~[1 ~~I,f r !'ICfI ~ I- ~ V 1 , ~ 7 Ivry ~.Fd ~ ~ , I'7~l I ! ~ EE ~ ~ , ,.1 DATA PROVIDED IN DIGITAL FORMAT TO THE OWNER. NW r% r I o / ILA ` rti~ SHEET: L-. u ati S OT _ _ ~ - az _ - ~ i ~ ~ E> 4 ` ' ~ . ~ r ~ r ~ ,r .p~ ~ ~F w , . : d' 5' .r .r.. umH„ P. ; ~ ~ r, ~ ~ ~ z, ' : r ~ rr,~, a ~ u: ~ . t. 4 :f v„ u ~ , 4 r ~ ~ o '1-: ry"e" »y I: v ..kMMilx t"5 S . P '~iw,~.,~ I ~ ~ . 3 M"gy~pp~ ' 'r. ~ t r ~ ~ ~ L r 1 d a 4 8~ r.~ ~ ppp SSW x ~ : ~ v .e~y T4 ti ll ' .v..µ.Kro 'J'1. . . 1 ' n,W. ~ '^'a,u,, ~ 1 f $ ° I'ra w x k. . , . „ r ' ~1~ . _ .R , _ r~=: ~y e ,r ~ t u - w, w ~ } _ S i l _ _ : r ~ ~ » ~ ~ x d-~ 1 ~ ~ _ r W~ ~ ~ ~ „ } ~ „~~y~Mq _ vS i. , I ~ n f : , r ~i r ~ , .r,~. .,p.M,. ' . y'~„~ a : 1 - ' ` e , a~pppp . . - . r11 4~' y a .~,rJ'f;, -tJr' c - - .j' f Fit. d~~r - r o~ ~ f - - y ~ ~ . r~,. ,y~y3 .j IFT.,. ; ? ..-n,.•n•.- :~.~.vr„'. Y~ ^,'i~:.~ ~ ~'`^t..~ ! A I(t 5 , _J I ~ . / ^ Gr.,... i'., ~ - Pox: .y r' 1.~: . ~ ~ - - /irr,.. k,_ a[if :,(rah - y ~ k . a , - . .nrt ~j i::' N..' ',?i: .'~rk.4' i"iri. dr' R 'ham ~ fF ;ra» _ _ - ~ ~ ~ 'i~'e 1 :!fit ~ tlY.. . , . ; + v ~II~ ~ N~ ~y _ ; . f . ' ~ - ,M; rM f - :r ~ at .t ~i..:e. ~ . y twit". l ~ Jar ~1,T yy } i r i 1 ti'M:. ~~k`.., m „v-..v .nwr4r,~ n.. f r'::~ / .i:' .A~' q.~, y.,._. - .1 t $ r yy~~yy 'a r .r ~ ' ~z @ -.y. .ys V", r f ~ ~i::. .r„r1~ .`.n:w, „ice..,... ".io+.vr,~u, .-•.~w~_. 'ti: IC. ^^n. l w 4n... _ ~ i~f~i ~ v ~ 1 / ~ ~ L ~ h . (lp ~f . ,,L. ~ ' S ,w;M,M °.'n 'bA,~+ v i ~ l... : T'I ~jC' ~W.s VY °4 ~Y'. ti j,'~. s ~ ~ ' ~ ,•„n y.,.,.e...- w. rv. "rl" w r i^ ~ l~ 'IY p ro',~, p~qj x , !a~ w ; f ur 4 E. ~ r~ „ . ~ „ ~ V r; . ti: r . , ~ f- .t',j ~ , ` g , „ ~ a , . ; ®~;,m,. M~,,.w~..w,.,~,,, , r'°:,~r F r .j3''~" ~ y,F:r:.~, a+~ t,~: ..C~ ~`~~2,~ 't, ~ ar r-:~~~ r~ I „ ~H.~ . , _ -tai 1 °r e ~ - i rY~"i ~r r 5t ' xw„M;. l': `;r'' ~ 'yt wy,.. ~ by +.a~~ Z~~~ .U~~~~~ + `a `~S r y/'~ rle OY 0 ~Yw~~VT ~ W 1~ ~ V 1 •~F~.v°' ~ 'J'7 fr N _ ~b~YF.Y 1 ilk w `m.w. ...d,ywF~tl .'.d ./,f'. r! .r.'~ i Ira. 'w.:,. i i ~."r' _ . r; .F ,;.P f~ 1 ~ _ ~~a rIt / k - i ~ ~nr a r d y ~ y`r" a-..-.. ~~.«rx' .'a ~ ..~,w ~,7 ~ y. ~ x t~` 4' ~ ,s ~ i o- F i-: r .a ~ ~ 4 ~ ~ ~ r s n pp g~ ~p a ids l" ~°R f°'~' E~ R~ y~ r~ r~31 ~ 9 .5~~~ l ~ba i,NAaP9~; ~ I` 'a ~ f e p., s:. p, ~ s r a S ~ t ~y ~g - ~ ~n ~ ~ . ' ~ ~ ` ~ t r- M ' ~~3 la Y" ~ ; ~ ~ i C i:1:~~ ~ .i t : ping y ~ ~ ~ J ~ ~ ~ ~ m - ~ { i ~~MK~ r, 9 f ` J I fe _ ` w ~ _ ~ f. i ,!f a' t ~ ~ 's. . z r i y sp pq ~ ,I` a I r~~' r 1 ~ h ~ ~ - .r t'i. ~:1 ~ v_ - ,y~ F;Qpr~'~ N~. 'gyp„' . r-. n _ ~ ~ ~;'.N ~q~pq { g¢ upp~~~pp r~ ",y : h r,.~ ,1~ ~ ~t ' r F'' ~ ~ ~ . ~ ,R ~ % a 9r# r ~'d~ ~ ~.~i a ~ . ~ _ ~ a ' ' _ ~ ~ q~ ~ u F ~ _ ~ '1KI ..I~ P t l r ~t~- ' ,.,r. 9 <^J 1 i ' ~ I . , ~ '4 ~ o ~.w 1 k' ` ' ti ''`>9 r'. ~ ~ ~ t. ~ . ~ ' .r_ i~ TC r4 _ w....-...L . , ~ rc I` 1 } J'~, r ,r ',!t C': F', gy e as ~ t L, i ~ ~ ' T ~ ~ r ~ r s ~ ~ , ~ - . ~ L;r,~ t ~r\ ems' ~;'~,'7,~b - - k'. ~f~ *~~g yf .a. ~ ~n '~1~ rm ",'w ~ : ~ ! F z w, ~ n'. r; h" f f f ~p~ m , t y rF , . . / ~ , a t t~~, u \ x^ °~Y C', s ~'ir fit'" ~ ~ ~.y 1" ~ s.. ~,pE ~°u ~ w4, ~ f . I. . ~n`~i , - F. ~ } v~ o' r, ' ~ , h, ' d+ ~'r ~4 ~ 1' e _ _ ~ fr v e i F r ~ _ / ,.r„ .t~. fi'r` I ~ `,ar .ar\~ g, ,~,-~c ~~IY/ i L` b t n.: ~ , ~ AMY eyei~ _ 1 ~;4 ~ ~'r }`~t V~ .y y ~ i _ - t d f' fl ~ _yV ~ ; e t` rte y ,e i 1 . A s ,rR tr~l - t `V' s ~ >r j v. ` ` ' Y ""~.t . i ` ~ i . I r v- ~ },7 t ~ ~p v@11,~ , : .i ' r j'~ i~. r } r YA. +;`lt I~ ..ice 1 ~:3 ,.7~~~+q Ir r ~ ~ , t......~i, ~ b~ ,t ~ e C'6: nT( .t ~ r f•':' `,'t. ~ It. ~ N .i~s.'~l: rr ~ Ia e ,A ~ { f~,r. ,q~ r~ o`... rt I, Ytl r l..-t 4Ut t ~ ~y~, i..1. U1l ~`r K~ 6~`M.~&~ ly; r r .i ~T~', r°r ~ tr f 3. iµ , 1 i ~i 4 r S, , k` r ~ t , JSY a. _ ~ ~ ~ fit' 1 .t;l,t~r1t jS t r,,tr '.'1 Y t ;,t 'w 4~t i ~ 'lei , ir... ` ~ ~ i ; ; °fa xA , t, ~r , r t,. ,i~ v1 I ~'Lr. 'i1"' i'.t' ~a, lb,; 4.: ,~q 1 l ,'f tLIl 7 1 ~ ii r-" . r 1 ~9 ~ ,.t ,t .r , ti Mpg 7e, ~~~v~ r S ~ ~ pe . i"d 6 ~ ~ Y ''e~'gggp ~ ~ ~~MS S i~ ~ at. 1 t y _ , ri~i t,~v .L~ r Ci'1,, ` t ,'r J r.. ~ . -;t A 4f i4P , s ~ i f, Y~i 1'~1tYt'rC,I ;'l:' t s r. { e~ ri `r ~ j -mow '1 w ~ { 8 f.. ri , ili, P r r 1 .V f~.r f d. _ ? t;.~ 1 i ~ ~ r ` 's: ,V F ~ , ~ _ . P- ~ ~ ~ ~ ' . ~/yyf~~qq g ~g ~x 4~.~ , .l v - pit ( Y .,ti~~I'; S~ :.,4. ,r t l r 1. ~ r r},~ r: I~ ~ ~ r g r ,1. 1 ~ M~, Fr ~ ~~i ~ 1 ' ~ ~ ~ c . r ~,t ~'y `r, r.. t 1',' i P b, r ~ s ~ i i l i ~Yr` tit • `<t ! l d;~.. 1, ~ r; CB~i`,,; , , Phi . ry tr ~ R S li ~4'. 1 1 .h a. ~1 4 .,b. i ~ l :.rl : is ~ Y F ~ ~ I ' ,l„t." pit } ~ v ?r ` , cs~t- Jr _ + ~ ~ r ~~vr.,.ve ~ S ,4, ti ~ r r I. t a , _ w- ni: r. _ rr ' 4 : t 1, t.::, t r n } 6 'jr f r . pq ' ' , 1„r. r... t } N i 1 ,tra.. _ i'` 3N.~i?~ s: ~ r}. t r I ~i G ~ ~ , st,, , z r,~ . Gam. ~ Y -~.k ~ Y °iy 1yr . ~ a _,y ~ t s" irr k cur r.r. n , ~t' ;r'y ~ ~ ~;w ~ a 5 ~ t ~r r. I )`r :rF' .r ,r ' . , :.A': ~ ~~,r wrn` rl k ~ m° M?'., ~ . , ~ ~ C ; ~ ! '+,4'...r v ~ rr rt ~ tom"'. r .d ~ i ~ ~ ; ~ ~ r _ r r ~ s ~ • t , " ~ ~ ~ ~ , del f t , t 1, ~ ..."C ~t.4 ~'t h.,Ma „ r. ' 4 ~ 1 _1k? ~.r'~ / ~ (.~P 0 9 ~T .:1 ~ ~ ~ ~ - rte. ' te, - ~iY'~ ~ it y y ~ il, ~ :%1 I i , , g ~ , x v C ~ 1. :.r~ p~ / ~.f' V ~ ` , ~ i ~ ir'~, ter. ~ a f ~ n ~ d~ t~j ~ ~'i %f," rd~ .P,d W~w Y... +p~~pwqq A.k ' : . • , . C.r ~ 1'. 'p ~ J ~ 7 ,r r 0 r'\ , . ~ r y } P Fit ~ ; 1 ~ ~ t , l , JJ . ' rt n , t`.', r7...?~ ~ ~:'~~A~' s x,.41 Y, ,.r \ /p i r, i ' LL o~~ ~i i ~ \ rK~~ ~w ~r...1 I .~'a `F ~ B ~C v~,., WIC: _ f?'u r, _ , ~ . : y g~ ~ r ~ , } ~ ~ ~ ~ u ...w, [ s_ \ ~ ~ l1 t. :~~b.. ~ ~ .tee ..-aa~:;" .'r ~ - P. 4 , _ s ~ 3 ~~`r ''per _ r'" '4,,. ~ a ~ ~ , ti. , 1.; , , ~ . ~ ~ u9, , r ~ , ~ _ ~ y ,.Yti ,t f:'~~ , , s aW , , 4 „ , rt,,l , ~ , fly., r~,' ~ k k a ~ Y. ~~w, L. . w y,,.., . . ,v t~ ,..a . .r .e { .fir:. ~r'"d~~' a~,. `i ~ r', ' v, 'wh. ° _ x irr ~ , t, ail ,~.ra^". ' 1 . r ~ tom. R ' , i s<..' . v'~,,.. _ n r.s ,'nq„. v ~ is r aye ~'rs 1. r. ~ t~, k~t.~ ~ `fie ry, " t%~, t"~ :,a`. ~ V q i ypyp y ~ as t. . t' . j SHEFR k_, r,.._ . r M__ * ` - P -~a - ~ '4' ~ ~ LL~ w, S,. ~ ~ F, ~ ~ - , ~ p i / ~ rte,; _ . 1,u i;;;;~:~.~ F ~ '~i ~b 9' m t "err ~ } t ~ ~ Y; k rn tl ff!! " Mir, .,~~ER s. N t, ~ ' . 5 'w-~ ^ ' Y } m ¢ e, ppg f' ^ \ .w v. *"3 ~s e pYlWw~~~ . ~ % c~ u ~y M. k ~ w„ ; M . t ~ r ~arq~ ~ ~ ~a w ~ ? P t w ' ; ti,~ w r ry.. r r ~ h?~ t r f °w;. .b ~ ~ r:-- - rv s 1 _ _ ~d, ~ r ~ . ~ ~ _ t~. ~ . w _ ~ :a t y- r . _ , r: gyp . ,rte _ : Y µ6L y~ [L~ ~ ~ _ Y - 1. ~ .y r . ' i ,m a, ~ s,, r. z~ ~ „ , ,;v', ~ _ -n ~ ° ` ; . ~y,,""". r+ a ft i~ 1" . ~ 'w'pb ~ ~ k~ { ~ . ~ l .r^a "y"e~t~ . ~ ,!~~a ~ kt~d ~ ~ r' ~ a ~ Irrk~rrsaYl _ _ ,w ' . _ , , r. ~ ~ , i,: u~ ' ~ ~ e. 6, ~ aep+ w~ ` a. ~hµ . ~ ~ ~m r <;a, a 1. _ p_,;, r , ,rya) ~ - ro f / y ~ u..y g' '~I,. M.' 'W 9 . ,r A' ~ . . ~ .r'~' w.^. w. d ~T' r•' " !('Sy ' n. y .v ~ ~ ~ ~ t. „ i'. ...'rte' . M . ~ . 4.,~"M yi ~ ' . ' ~ r^ rL r, 7 ~ " J. ~ . .q:. ~ w•"'~`v.+^.. ,.v""', . l ~ f ~ ~ F 'P Y' _ N .y.a ~ - rl) ~ q 4 N~"y~ ~h~ti. ~ euM v ~ m,...r,. ~.:':4 d,. SIT "nx."'G~ '~'ir I.` - r ~ r 1 . ?~A a.A wwvwwma.r .:f y} w',. x~.ti rv,..' ~ ._..a. .'.r/. ~ ~ ,Fri,. 1. ~ IDY F~ ,,m` ~ M~. ~,n - ~ f ~ y n ~ ~ d _1 } i". - ` ~ Y r v . a, ~ _ i ~ .A, .m,orv ..«.».o:...' e4+ /r ~ ./f ,,1 i, p ~ . ~ 0. el~:~ rf.: R~.~l r i / ' . w s r ~ ~ ~ i ~~o a~ r ~ . _ ~ i is r ac ~ 4. m,. r~ 4 ~ a3". . ~w r r f-~ ~ ~ ~ : ~S~ 4 r ~ : G ,6 A ~ Q F f ~a i g, e ^ ~ - `a ° .~:f ~ ~ d: y. pia _ d"~6 i E~f < R'. ' ,;:~~a~ ~ A r. _ t~ e tX ,4 ' n ~ ~ s r ^ r,.m ~ f. 6 ,y, .,.a ~ to o a ~ i £ e .r pppppp yp{y ~[y (y~~ pg~ry {p~${yp~pyp}~@µ' ,~~na p~pp ,3 m^ ~t7. ~ 1~ ~~1 P S 1 qM~ M ~'M'0tl A'~An PNyC V]®'..q. ? ~ _ n n K~+ :,M'gr' y. aM 4 1 c~,,-. 1 ~ . ~ "n \ .a ~ ~ L~>e ~ nw, u.. .n ~ pM ~ 1.~ ~ 2 m r i., i ,el ~ ti'A;: ~ a _ ~ .F. Y 4 i }pyyqA gy~y¢~pf 'W 4, f rr.eM g~ Y +ai73 ,^tt )w, ~ ~ ~ ~ ~ . ~ t ~ ~ ''.l, v°'' r ~ ,"le t° ~ ~ ~ i~ L1 A a~ ~ ~ ~ ~ >'::I~ ; ~ . ~ , c~ II 1~r' ~ ~ i ~'1 e 'L-:q M.~ ~ ~ . ~ , f ~ , ~ ;r 4 t ~ ',:I a H ~ ~a J A' e'- ~ ~ / p~y_ .d d a i ~ _.d f~ ~ ~ii~~~ l rb~ y~:,&~w l t k 1'y v _ ~ a 4' e ~ ~ ~r ae . -fi , r ~~a a F~ ~d . . nvr ~ ~ 1~ ~ ~ ~ ~ .c ~ r c c -rVGA3Vw+{1:.: =~.~-«--+a~u .,w .-Y.~w. -w~tw- ~ ^ , i' I r... .:k i4. L:;~..:.~ .k 4 ~1 .'1S "^r' .a. 'Y ','q~ d0 i~', ~ !r, } ""T Fmk ~ "C` N'r, f su sL.n~mJS t '..+r . n~' yT k. '!!oY ~ . r. , ~ ~ 1 ` y f ~ k - f' ~ y a y~ ~~(lfd ~ ji /J S I Y XY F ~ ~ . ~ FO ~ 1 J ~ d F .Y~ ~ pmt r ti ~ w a. .-mss"i ~ w I r r., r ~ i' f. r d . i~ ~ F:` e.. ~ 1 i r 'I ~k ~ ~ ~ i! r < y t`. i + ar ~ . ~ ~ ~ l . ~ i n ~ ~ ro ~ ~ c, ;1 i, v ^ k „ ~ .wa sr~. 1 ,t t r ~ i ~i~, _ i~^ 'w . ~ 1'_ ~i ~ ~ v~' ~ ~ i~ ~ ~ ~ ~ 'a ` t ' ~ ~ c° ~ . ~ J % { J g~ d A41 ' r' , ~ r' ~ ' ~ r ` ~ ~ ~ ~ ~ v t ~r 3 ' y~ a' ~ ~ ~ f s t g ~4~ e a. , ` p~ r r._~• ~ r, - ~ v i ,sue ~ ~r Y.;; F i 1 ~ r , ~ p r ~ a r ~ i;n, t _ v- p~ 14';Yli ~1\ t 'li p '`i}',.'~,k ~ .'6.°' ~ ~ ,i;y I . ~ ~ ~ ~ 1 ~ 1.~ `S e~ X11\ t _~l i~ j c'~ i S4 ^y~ 1 ~L ~ ~ d~ l~ ~6 ~LL ~ r I ^ ~ S .yF~i ~ ~ «,~.»w.....»...» v l'~ v ti' K / ~ r t ~ rte, ~ i ~ ~ l y{ ~ ~.t ~ ~ ~ - "r ~ r I';. r j ~;1:. t 1$ J iii LINE N L ' ~ f ~ is 'w ~ ~ ,i >~r` A :F)~ ~ ~1~ v?2rl t i4 !y'., ~r r d t. i x i \ [ fir r<r ~ i y ~ ~,.~M, t r~B . 1 p j, - ~ i ~ 14 T v .il r4 41~A ~ r l ^ , ~ y i t ~ ~ l ° ~lJ~ \ 1 + '~1 ~ ~ , . f ~ e r v11 r ~a ' 4'.11tr\rlti~a,., ~ ~t 1: y_ ti f^.' ^-"1 1 B S l a, ~ 1ra~. t / ~,Y # ' ` ~ $o't it J I`E' I,' ~ f. 1 ~ a c' ~~~..~;:.;r C,1 ~1l ~ -'wa_.~.r ~ a t'' t r~~ 94. ; ~r. Pr+ : ~ lt..ir _ - -Jf `L - i (J,. ~v a',"-". '~3 '''t l -s'3. k~ ) ~ t. } t'' ~ . d ~ r o ~ V _ r. . r ~ r. - ' _ ~l F ~ k c ~r- 8 i1r. t ~ :Y ily 1 -r r ,n ° r'~+F` i 4 ~,`..,i` ~ ,~3 a ~ .1 Tr: ~,Th~S' rr g ~ , i , v__ ice, Ax , ' , ~ 5 ~'r: r..: w' - r`s t ~ ~ a s , , ,~1 !i : ,i:. Z . r - ~ / :~s V'.^~ { ~ ,v `./r' \ Y is f: 1~ ~ " } ~ Jam, w r n y~, ~ K \ n, ^ "~.';a t '.1' v ' ~ ~ ^ r k. ~ a6` ~ ,1~- ~ t~. l ~1 1 ,a _ j ~ 7rt - ~~o s s ~ ~ : ~~.04,~. \ i; ~ r r ,r. 4, d1 ~ _ ~ . s° ~T ..l i r ,u, . r r- 1 ~ :M t ` - ~ r ~ , r_ 1~;ti ~ ~ r t r r . _ . t. C~ a . n / 3 ~(rr g~,g~ V ~ .r m . - ~ . : it ~ r, ~ yv. 'd ' ` " "U"'t, 11 . ~ ! ~ ~ _ ~ ~ fr~° d .`~e. ray ~ ~ v"e l r ~ s h rr , y ~ a: , ~ yr ~ g r ~ ~ „s~~ ~N .s i., ~ r .,i r ~ . , } ` r,, .a. ~E , k' { ~ r. a x r. t .ti.. ~ IW'"r S ~ ~ : ti W. :."1' ~ .ash Y , t ~ r . ~ ~ ~ ~i.1,:~~.s'~ s L 50 ORS Rt id, ',a HE m