I -- MATCH LINE 1/C1.4
|
|
- Piers Dawson
- 5 years ago
- Views:
Transcription
1
2
3
4 CONCRETE PAVEMENT SDEWALK PAVEMENT, SDEWALK PAVERS FRE LANE STRPNG, ==,_ FELD LOCATE EX UNDERGROUND ELECTRC PROR TO DRT WORK & TRENCHNG OPERATONS & :f d CURB & GUTTER 39 LF THS VEW RE: DETAL 82 5 CURB NLET TOP= HOPE FL N (E)= HOPE FL OUT (NW)375 j, c,: r:, ;:, <:>,v d 5( () =, ) HANORA=uGUARORAL;;23lF (RE: ARCH PLAN) ;:;: &::;, _,fl _, ]:,p l 3 C9 PVC DOMESTC LNE22 LF THS VEW ; 6 C9 PVC FRE LNE 3 LFTHSVlEW MAKE 6 CONNECTON TO TOP OF 8 USNG NSERT ATEE (TYP) a FL= FL=377 MAKE B CONNECTON TO TOP, OF 8 USNG NSERT ATEE (TYP) TOE WALL 9 LF RE: DETAL )(2 8 FL, FL=3743 ;s < : tt:;:;,; 55 RSE 2 TREAD MONOLTHC CURB 88 LF THS VE:N RE: DETAL CONCRETE PAVEMENT622 SY THS VEW RE: DETAL s 3 STEPS 6 RSE STREAD, + <, < c,,_, :,, :, RE C6 FOR SANTARY SEWER PLAN & PROFLE CONNECT DOWNSPOUT TO STORM SEWER N 6 HOPE 4 LF@ % MN (TYP) :;_ :;:r; 6 HOPE STORM SEWER 73 LF TUS VEW@ 5% MATCH LNE C 4 3x3 JUNCTON BOX TOP=3266B (FLUSH W PVMT) 6 HOPE Fl N (NW)=32 6 HOPE FL N (SE)=32 6 HOPE FL N (NEf HOPE FL OUT ()3833 CONNECT DOWNS PO TT TO STORM SEWER W 6 HDPE LF@ % MN (TYP) CONCRETE SDEWALK PAVEMENT 522 SY THS VEW RE: DETAL f CONNECT DOWNSPOUT TO STORM SEWER W 8 HOPE 58 LF@ % MN (TYP) g o + TERMNATE UTLTES WTHN 5 OF BULDNG FACE RE: MEP PLANS FOR UTLllY TENS 6 HOPE STORM SEWER FL=325 TJ(,c RALtlPACEvENTLATON (RE: 7C FOR STORM SEVR CONNECTON DETAL) A (;RE354FORBOX;;;&GRA;;;,;TEDETAL) CONNECT DOWNSPOUT TO STORM SEWER W 6 HOPE 38 o MN (TYP) :;::::: h RE: ARCH PLANS ; :;::::: ;:: FOR CANOPY, =::;=::;:::::=:::======= CONNECT DOWNSPOUT TO STORM SEWER W 6 HOPE 2 MN (TYP) 3X3 JUNCTON BOX TOP=32672 (FLUSH W PVMT) 6 HOPE FL N (NW)=32 6 HOPE FL N (SE)32 6 HOPE FL N (NE)= HOPE FL OUT ()=383 CONNECT DOWNSPOUT TO STORM SEWER W 6 HOPE B % MN (TYP) J c::d 2x2 NLET TOP= HOPE FL OUT ()=367, PROPOSED CHLDRENS BULDNG FF=o327 == 6 HOPE STORM SEWER 47 LF THS VEW@5% VAN ACCESSBLE HANDCAP SGN CONNECT DOWNSPOUT TO STORtl SEWER W 6 HOPE 27 LF@ % MN (TYP) WHEEL STOP 2 LOG THS VEV RE: DETAL STANDARD HANDCAP SGN LOC nus VEW 6 ADA RAMP HANDCAP STALL 2 LOC THS VEW RE: DETAL CONNECT DOT2 ;:fo:(; 2 HDPE STORM SEWER ao LF THS & _ J CONNECT ==================================== _ 2x2 G 6 HOPE FL OUT ()=3945 A3 3x;S NLET TOP= HOPE FL N ()= HOPE FL N (SE)= HOPE FL OUT (NW)=3975 CONNECT DOWNSPOUT TO STORM SEWER W 6 HOPE 26 o MN (TYP) CRAWLSPACE VENTLATON (RE: 7lC FOR STORM SEWER CONNECTON DETAL} (RE: 384 FORBOX&DETAL); DOWNSPOLJT TO STORM SEWER W 6 HDPE 25 LF@ % MN (TYP) _ 6 HOPE STORM SEWER : 96 TERMNATE UTLTES WTHN 5 OF BULDNG FACE PFOR 84 2x2 NOS NLET : CONNECT DOWNSPOLJT TO STORM SEWER TOP= HOPE FL N (NE)=az 4 W6 HDPE37 LF@ % MN (lyp) B HOPE FL OUT()=324 8 HOPE STORM SEWER 2LF@% _ Co;:;,o 44,Ds:,:: 9 BRCK PAVERS 99 SY THS VEW CAUTON: UNDERGROUND ELECTRC LNE, 85 2x2 NOS NLET, l TOP HOPE FL N (NE]= HOPE FL OUT ()=324_34 B6 2x2 NOS NLET TOP= HOPE FL OUT ()= x2 NOS NLET TOP= HOPE FL OUT (SE)= HDPE STORM SEWER 3LF@%MN 2 HOPE STORM SEWER 95 LF@ 5 k REMOVABLE PPE BOLLARD5 LOC SPACED EVENLY ACROSS RAMP RE: ARCH PLANS 2x2 NOS NLET TOP= PVC Fl OUT (SE)=3275 CONSTRUCT PROP NLET ON EX STORM SEWER LNE (FELD VERFY LOCATON & DEPTH PROR TO CONSTRUCTON) l,]: CONNECT PROP 8 HOPE USNG NSERT ATEE FL,3273 (FELD VERFY DEPTH & LOCATON PROR TO CONSTRUCnON) ADVANCED BULDNO TECHNOLOOES, NC POLY DRAN SYSTEM W PERFORATED HEELPROOF PART#24 OR APPROVED EQUAL CONNECT POLY DRAN SYSTEM TO EX STORM SEWER USNG NSERT A TEE EXSTNG WORSHP AND EDUCATON BULDNG FF=327 Pont Table Pont Table CJ CONNECT PROP STORM SEWER LNE TO EX STORM SEWER LNE (Fl ELD VERFY SZE & FLNL NE PROR TO CONSTRUCTON) :: 8,, : : ::,:;; 83 6 SOR 26 PVC SAN SEWER LNE6 MN NSTALLEO BY SORE Pont Table : FELD VERFY LOCATON & : TF cs CONNECT PROP 6 SAN SEVER LNE TO EX MANHOLE GROUT SEAL WALL PENETRATON (Fl E:LD VERFY FLOWL NE PROR TO CONSTRUlTON) Pont# Ra Descrpton Northng Eastng Pont# Ra Descrpton Northng Eastng Pont# Ra Desclpton Northng Eastng RADUS RADUS WNG SSMH NLET SS NSERTATEE (lyp) CONNECT EX STORM SENER TO PROP STORM SEWER W 8 HDPE27 LF@ MN CONNECT EX STORM SEWER TO PROP : STORM SEWER Wl 8 HOPE 27 LF@ % MN _,7 : : 26LFTHSVC:N@% HDPE,SToRMSEVERl 6 HOPE STORM SE:NER, FL=325 _,, : ::: :) :,,::,, 68 r:; ::_ : :,_,;:,_,_ : ;_ 2 HOPE STORM SEVER 44LF@5%,, 5x5 RECEVNG PT CONCRETE PAVEMENT REPAR 3 SY, ;ss M# SCf, HM=}C e = vc f < n,=32s4 PROP6 PVC FL N (NW)=328, :> C :JUT S::):JL:tl 7;, fj, ;;, EXSTNG FAMLY LFE CENTER BULDNG FF=32748 CJ DO OJ c WW er rr rr DO > T z < oo co T o c o c 2l ALL RGHTS RESERVED 8Y COOOWNLASTER, NC UNAUTl ORZEO USE OR REPROlJUCllON S PROHBTEO WTHou WRTTEN CONSENT FROM G D W N L A S T E R N C TBPE FRt REGSTRATON: #43 lbpls FRM REGSTRA TlON: #9 KEY PLAN B u aj co ro co OJ co SSUE FOR PERMT BD & CONSTRUCTON :::c et:: () =>z :::c o9 en CLZ <C ca et:: c :::c zo <Xl LO Cl === t 3 RAMP NLET g RAMP RAMP RAMP WNG RADUS RADUS ) , RADUS RADUS RADUS RADUS RADUS RADUS RADUS , l,, 6276 ADDENDUM # No Date Revson DKE Dran,:::?? ftc :, * :fj,, *,; JOHN RUSK : JR f : r : Checked <), :«:& lf; C E N5 G;3 v;,: John Rusk, PE son;:t: Approved,h 56 :,::>&: S STORM BOX STORM BOX STORM BOX STORM BOX RADUS RADUS CLEAN OUT SSMH BACK OF CURB SDEWALK SAN SEVER MANHOLE 7»J NOTES: FRE LANE DESGNATON PANTED RED W WHTE LETTERS NO PARKNG FRE LANE ON CURB OR PANTED RED STRPE Wl WHTE LETTERS NO PARKNG FRE LANE WHERE THERE S NOT A CURB (TYP) 2 ESTMATED QUANTTES ARE PROVDED AS A COURTESY CONTRACTOR SHALL MAKE HS OWN DETERMNATON OF QUANTTES ADDTONAL PAYMENT WLL NOT BE MADE FOR AMOUNT OVER THOSE NOTED N CONSTRUCTON PLANS 3 RE: C5 FOR STORM SEWER PROFLES Scale: =2 TRUE NORTH Ste and Utlty Plan Ste & Utlty Plan Project No Date 56 Last Revson 6276 C3
5 Pont Table Pont# Ra Descrpton Northng Eastng RADUS RADUS NLET NLET PAD PAD RADUS WALL RADUS RADUS RADUS RADUS Pont# Ra Descrpton PAD 227 PAD RADUS 236 NLET 237 NLET WALL 24 WALL ; RADUS 249 RADUS Pont Table Northng Eastng Pont# Ra Descrpton Northng Eastng Pont# Ra Descrpton Pont Table Pont Table Pont Table Pont Table Pont Table Northng Eastng Pont# Ra Descrpton Northng Eastng Pont ft Ra Descrpton RADUS RADUS RADUS RADUS RADUS RADUS RADUS RADUS RADUS FH RADUS NLET NLET RADUS RADUS RADUS NLET RADUS RADUS s3225s2 3 RADUS RADUS RADUS RADUS RADUS RADUS RADUS 33 RADUS RADUS 336 RADUS RADUS 342 RADUS RADUS 348 RADUS 349 Northng Eastng Pont# Ra Descrpton Northng RADUS RADUS RADUS RADUS RADUS l l sa : : Eastng Pont# Pont Table Pont Table Ra Descrpton Northng Eastng Pont# Ra Descrpton Northng Eastng RADUS RADUS RADUS RADUS RADUS RADUS RADUS RADUS SET SET FH SET BACK OF CURB SDEWALK FRE HYDRANT SAFETY END TREATMENT (j z > o : () D : D We _z () <( _J rue oc ru W f Ul u: rr DO f rr z <( f O u rr u u o 26 ALL RlGHS RESERVED BY GOODNNLASlcER, NC UNAUTHORZED USE OR REP<:OOJCTGN S ::>RCCBlEJ WTHOUT WRTTEN CONSENT FROM GO OD WN LASlER, NC TBPE F:RM REGSAllON: 3 TBPLS FRM REGSTRATON:lf9 VJ N KEY PLAN A CONCRETE PAVEMENT SDEWALK PAVEMENT SDEVVALK PAVERS > FRE LANE STRPNG SSUE FOR PERMT BD & CONSTRUCTON :: () ::: C> ::> z :: () 9 (), MONOLTHC CURB 337 LF THS VEV{ RE: DETAL ; co LO A85 CURB NLET TOP= RCP FL N (NE)= RCP FL N (NW)= RCP FL OUT ()=366 ======>T CONCRETE PAVEMENT REPAR 26 LF RE: DETAL CONCRETE PAVEMENT 84 SY THS VEW RE: DETAL f, ;, a z <C cc ::: J c :: zo () CONCRETE CURB & : GUTTERREPAlR,_;, 24 RCP STORM SEWER 85 LF@5% LMTS OF PROP PAVNG OUTFALL SAFETY END TREATMENT TOP= RCP Fl N (NE)=3563, FLOUT()=3557,?;: #:: 4 ;:r NTERCONNECT PROP 6 WATERLNE TO EX WATERLNE W 6 TEE & 26 GV&B (COORDNATE W NCKSON SUD) WV ;:;;TR;;;E=N::=C;:;HU;;cN,;;D;;;ERE;;;X; CURB & GUTTER _ r:: <, r, CURB & GUTTER47 LF t: =: _, CONNECT PROP 24 HOPE TO EX 24 HDPE MATCH EX FLOW llre & SLOPE <,_v Fl=o3598 : 2og Wn :,6 ;;?, J 24 HOPE STORM SEWER 9 LF@ 33%: MAKE 8 CONNECTON TO TOP OF 8 USNG NSERTATEE (TYP) 8 HDPE STORM SEWER 54 LF THS VEW@ 5% 3 C9 PVC DOMESTC LNE 2 LF BS VEW 6 C9 PVC FRE LNE 2 LF THS VEW,,,,, ;, ; _::_ :, : : BEGN RETANNG NALL CO;;cNNECTDOWNSPOUTTO;o:;STO RM, SEWER W 8 HDPE6 LF@% MN (TYP) c CONNECT DOWNSPOUT TO STORM SEWER W 6 HDPE 48 lf@ % MN (TYP} : CONNECT DOWNSPOUT TO STORM SEWER j V: LF@ oo MN (TYP), (,, 222, ;,,,,, RE C 6 FOR SANTARY r, HOPE STQRMSEWER SEWER PLAN & PROFLE 2 LF THS VEW@5%,_ :, ; RE: ARCH PLANS FOR CANOPY 23 ( 2lo:2 NLET TOP=322 6 HOPE FL OUT ()=369, :, :, _ : ;, : ;,:, : PROPOSED CHLDRENS BULDNG FF=327 END RETANNG WALL ==== 6 HDPE STORM SEWER 47 CONCRETE SDEWALK PAVEMENT 84 SY THS VEW RE: DETAL 2x2 NLET TOP=323B 6 HDPE Fl OUT ()ee3963 RE: ARCH PLANS FOR CANOPY t NEW WHEEL STOPS 7 LOG FOR HANDCAP RE; DETAL HADCAP STALL 7 LOC THS VEW RE: DETJlL GENERATOR PAD 4 SY (RE: MEP PLANS FOR DETAL) 6 ADA RAMP CONNECT DOVNSPOUT TO STORM SEtER l 6 HOPE 27 t % MN (TYP) STANDARD HANDCAP SGN 7 LOC THS VEW P_ < _, _ MATCHLNE C3 _,,?, f{,,, EXSTNG SDEWALK TO REMAN UNDSTURBED,,, NTERCONNECT PROP 6 laterune TO EX 6 WATERLNE Wl 6 TEE & 26 GV&B (COORDNATE W WCKSON SUD) EXSTNG FAMLY LFE CENTER BULDNG FF=32746 NOTES: FRE LANE DESGNATON PANTED RED W WHTE LETTERS NO PARKNG FRE LANE ON CURB OR PANTED RED STRPE W WHTE LETERS NO PARKNG FRE LANE WHERE THERE S NOT A CURB (TYP) 2 WHEEL STOPS SALVAGED FROM EXSTNG PARKNG LOT ARE TO BE USED N NEW PARKNG LOT 3 ESTMATED QUANTTES ARE PROVDED AS A COURTESY CONTRACTOR SHALL MAKE HS OWN DETERMNATON OF QUANTTES ADDTONAL PAYMENT WLL NOT BE MADE FOR AMOUNT OVER THOSE NOTED N CONSTRUCTON PLANS 4 RE: C 5 FOR STORM SEWER PROFLES Ste and Utlty Plan Scale: =2 TRUE NORTH 6276 ADDENDUM # No Date Revson DKE Dran _,j *, OFtft,:,_,r,,; _, f,* : ::: 4 JOHN RUSK JR Checked t ;, : :t: t,qj; John Rusk, PE ; CeNs? c,_: Approved (ONA: 42 5fa: Ste & Utlty Plan Project No Date 56 Last Revson 6276 C4
6
7 , ; ; : ;: <, :;,<, :_;,&;<t:); :: ;s;: u :; ; ::;]T ; ; PROPOSED CHLDRENS BULDNG FF=327 : : d %, : EXSTNG VORSHP AND EDUCATON BULDNG FF=327 EX STORM SEVJER (FELD VERFY LOCATON & DEPTH PROR TO CONSTRUCTON) SSMH# STA: 4+27 TOP=326SQ 6 PVC FL N (NW)= PVC FL OUT (E)=3222 X:: Yoo5593 ) EX STORM SEWER (FELD VERFY LOCATON & DEPTH PROR TO CONSTRUCTON) TRENCH UNDER EX SDEWALK ll, Lt 6 SOR 26 PVC SEWERLNE 253 ; :, 2 Santary Seer Plan Scale: 2 (, 4+,, EX WATERLNE (FELD VERFY LOCATON & DEPTH PROR TO CONSTRUCTON) ; r V CONCRETE PAVEMETT {), REPAR 97 LF RE: OE:TAL },, _; ;>,, ;,,y CONNECT PROP 6 SEWER TO EX MANHOLE GROLJT SEAL WALL PENETRATON _Exs;;;JH r; sra T :;,::; PROP 6 PVC FL N (W)=3276 c vc L v 3&a 6 vc >L c r d EJ2sC> ASPHALT PAVEMENT REPAR LF RE: DETAL CONCRETE PAVEMENT REPAR2 LF RE: DETAL EX VATERLNE (FELD VERFY LOCATON & DEPTH PROR TO CONSTRUCTON) NOTES: ESTMATED QUANTTES ARE PROVDED AS A COURTESY CONTRACTOR SHALL MAKE HS OWN DETERMNATON OF QUANTTES ADDTONAL PAYMENT WLL NOT BE MADE FOR AMOUNT OVER THOSE NOTED N CONSTRUCTON PLANS ru o DO ru c uj rr [ rr z rn oo () o u rr u u o rn o c 26 AL R:GHTS RESERVED 3Y GOODWN LASTER, NC UNAUTHORZED USE OR REPRODUCTON S PROHBTED WTHOUT WRTTEN CONSENT FROM GOCO N LASTO:R, C ff;>e FRM REGSTRATON:#43 8PlS C:RM REGSlRATlON:#9 KEY PLAN B A c z, ll > f F :: VJ N u n r OJ SSUE FOR PERMT BD & CONSTRUCTON :c a C> ::::> z :co l, l t : t, +t +, L j +, PROPOSED GRADE EXSTNG GRADE SOR 26 PVC SEWERLNE 48 LF@ 5% SLOPE ++ +j +j +,_ EX 2 STORM,ROSSNG +, r++ r ++r+ t;=:::t==::::::t+ ( PROP 8 STORM,_ PROP 8 SToRM l PROP 8 STORM SEWER CROSSNG FL32 r PROP 6 STORM rrrrp;;;ro;o;;:p:;;8,;:;, s::;t;:::or;;;m7,++,rr f EX_ 8 STORM SEWER CROSSNG FL3954 l : SEVER CROSSNG SENER CROSSNG SEWER CROSSNG SEWER CROSSNG EX 8 STORM :FL=3848 FL=392 FL=398 Fl=396 SEWERCROSSNG FL=386 SEWER CROSSNG SEWER CROSSNG Fo L L PROP 6 STORM PROP 8 STORM [ : r + + +trr :, EX2 STORM SEWER CROSSNG FL=329 l =:t===== l+=+=====+,t + ff+ _ r, t + +,_L, + +,, ++ +t j : r 6 SDR 26 PVC SEWERLNE 253 LF@ 5% SLOPE + r +, cl,; ;t_l(; <C,l,cc::6t r= SEAL WALL PENETRATON + 36 r;; :g:g ;;; O N u Nu N N NN N n n n x n t<) l n x n x, ) t<) n x_ t K o ;x,lo XLJ WU Wo_ 5_+Lo_c,6+ oo :,:+l: 2= oo3+_j_:o4+lo_o : : _, ( ; : :> l Q_ CL J; CD No n o x 6+65: CJ) a z <C a J c ::: :c zo ADDENDUM # No Date Revson t *,;?t DKE,? j * * Dran JR Checked John Rusk, Approved, : * z ::: lll LC) (j) (j) ;:: : JOHN RUSK t v ::;,6 (; O ;: p, 9,fNS,,sQNAl 2::, 4 L,?FL,_ 5( & Santary Seer Profle Scale: Horzontal 2, Vertcal 2 Santary Seer Plan & Profle THS SHEET WAS RESUBMTTED TO REFLECT BACKGROUND CHANGES (PAVER$, FENCES, ETC) ONLY Project No, Date 56 Last Revson 6276 C6
8 P, *( (, 32O p 3222, T 3285 p 3237, c, ) T 3256 p QRE[ NSETAj, T 3236 p p 3226 p T p 3228, :, J : } : : : :,, ; =F _;:,p ====== === T 3257 p 3252 T 3264 p 3259 ; = = = T p l,a n & T p p tl lj_e_q]ft T 326, P szsso T 3254 p T32485 p 32435, t T P32575,;== p 32656,,,, ) ;, ; : ; : : :, ;:,, P32659, p c;o LANDNG S TO BE 2%, MAX N ALL DRECTONS : :;_;; =: {h, ::J::; _,;l J, }>;c,, jf, p p 327 p f=, REMOVE EX & POUR NEW CONC TOP (FLUSH W PAVEMENT), TOP=:3267 p p 3267 T 3263 p 3258 T p p STEPS 6 RSE 5 MN LANDNG AFTER EACH STEP,,, r : L_ (, :,J FELD LOCATE EX UNDERGROUND: ELECTRC PROR TO DRT WORK & TNNERATONS : r ll P322,c,33 : : J P322c5 l n JP32257 (]MATCEX, + _ Dcr P y p 3238 P32358 p 3248 CHLDRENS BULDNG FF,327 MATCHLNE C8, RE: CRAWL SPACE GRADNG PLAN ON C B _; ; _ EXSTNG WORSHP AND EDUCATON BULDNG FF=327 7 : p p 3258 > p N T32565 p 3255 _, D (, _ t,, r l, : ;,, 6STEPS :: 55RSE; : 2TREAD K:: 6STEPS 6 RSE,_, ll 2 TREAD P3243 p p p 3233 p 3253 r, T32654 rtp32252 P32253 r rps2553_ p32s4 :::::::::: ;::::::::tj;:t:;=?;l( G 32263µ v,g l T 3254B P32276,; (,rp=, cc;rr,7t,t ( E ) U E : :: ( : :,l, P32322 ) P3255 t ) : _, +++ co,, r : _=,: ;:3:; :,p324_5, P,22: ; ;_ ;_ :,,Jbr,P, JT325 tmatchex : l P32546 llf32488 PGJ P3264: p (J) (J) p % p 3284 p p ,, P 32 37, P;:; t ( = == ; =: 7 CURB ===, ; F==T ADA RAMP NfS P 3268 p P32675, p GRA DELAN=osCAPED AREA TO DRAN TO NLET p 3267 r, p 3266,, : : : ::,;; :, ::): T326; T32677 T32734 p ] p p 32684,, :, : : c,,, ao% p 3266 p t, j : fl, p 3265 =, : : == f:; rp32=9d p p 326s, TG : ====,,,:<: (,_,JC <::_, < 4: ;, ;,; p 3275,, EXSTNG FAMLY LFE CENTER BULDNG FF=32748,, r p 3267 p 32667, GRADE LANDSCAPED AREA TO DRAN TO NLET, v l, # ;; O p MATCH ;:x p _ 6 o p 3266 p TG p p p o : p ;,_,r + l p > ;,_ p P32663 f_,, p GRADE LANDSCAPED AREA TO DRAN TO NLET _ p p L FELD LOCATE EX UNDERGROUND ELECTRC PROR TO DRT WORK & TRENCHNG OPERATONS ) CHLDRENS BULDNG FF=327, { TG p p GRADE LANDSCAPED AREA TO DRAN TO NLET p : p p GRADE LANDSCAPED AREA TO DRAN TO NLET EXSTNG WORSHP AND EDUCATON BULDNG FF=327 p p p = : p GRADE LANDSCAPED AREA TO DRAN TO NLET p TG 3265 J _ : _ L :> Z? p p p j 9 p p 327 poo 8oo p r,_,,; p _,l5j l J _ J L _ NSET A SCALE 5 NSET g SCALE ft=5 J P 327 ao p 327 > p = p 327, > p ,, _J ruo De ru oo a: c DO, 24 r uo T u b 2C6 ALL RGHTS ESERYCJ 3Y GOODWllLAS TER, C UAUTHCRLJ us Of< REPRODUCTON S PROHEl E:) WTHOUT WRTTEN CONSENT FROM GOODWN ASTER, NC TBPE FRM REGSTRAN ffe3 TBPlS FR REGSTRA TON: # 9 KEY PLAN B u n c o ro n c o ro ll co ll SSUE FOR PERMT BD & CONSTRUCTON ::c () :r () :::> z ::c uc J () ::> en <(Z W J :r ::c zu () 6276 ADDENDUM # No Date Revson DKE Dran JR Checked John Rusk, Approved : lo ) OF t t: * U, : * * :?: : JOHN RUSK : t ; f o ( fl P Elt;<; (9EHS: v,: ::: Gradng Plan C THS SHEET WAS RESUBMTTED TO REFLECT BACKGROUND CHANGES (PAVERS, FENCES, ETC) ONLY Gradng Plan Scale: 2 TRUE NORTH Project No Date 56 Last Revson 6276 C7
9 , cs 32 cs 3299 cs 32 p 3266 p P P32646 p p Wp64l l_e 6:ff p 32fl5 E TW 3264 P p 3267 p ) f :fulfl p ; SCALE =5 NSETAft p p J f 75 RETANNG WALL ELEVATONS SECTON AA SCALE NTS u n c o ro c ex; ;s c ;s OCJ, 26 ALL RCrlTS RESERVFD BY GOODW:NASTER, NC UNALJTHORZED USE OR REPROJUCTON S PROHBTED WTHOUT WRTTEN CONSENl from GOCDW NLASTER,NC TBPE rlrm EGSTRATN:f4J TBPLS ;:RM REGSTRATN:#9 J, GRADE AREA TO DRAN TO NLET 75oc OR GREATER ALL DRECTONS CS32 CRJWL SPACE GRADNG PLAN SCALE =4(), r3:ro5 p 324 GRWE TO DRAN 3: MAX Lt,? J ; L,,, le Tl + L p 3253 T 3237 p T p T p 32279, _;;_,, Y _,::, )_ ;:,, T p Ld +, _L L:_,_, T p 325_ T 3264 p 3259 T p T Lp 3265 j, > J T r p P 3275 T 3278 p 3273 T p 3277 T 3273 p T p Q,, T P 3272 : T P 32673,, T 3273 :P ; j KEY PLAN A SSUE FOR PERMT BD & CONSTRUCTON :c () =>z :cog l: (J) <(Z ccw J :c zo CX) L) en en T3235 p T 3232 p 3227 T p T p T 3237 p 3232 Tj263o p 3258 GRADE ALE TO DRAN FROM HEADWALL@ MN ; P 3976 T 3224 p 329 T 328 P323 T p T 3265 p T T 3259 P 32534),=;P325Aa, :j r p _htch EX ; t,,_ G 32672, J>cl: r : J :, Gl J N o, T p T p p T L:op;3;;25; p 326,8 _ :; ( :,;,_, : ;,,_= _ t ; p p 327 p p p 3269 p p p p 32688,, rt:r:: :)_,_,_ : _::, ;, ; _, _, _;,_,, >;, ; : :(, ;_:_ :: _, :f;;}, CHLDRENS BULDNG FF=327 p 327 P a2oo p p fjf, F? y:? RE: CRAWL SPACE GRADNG PLAN THS SHEET _,_ MATCHLNE C7 p p 327,oo T 3267 p 3262 T 3267 p 3267 p SDEWALK FLUSH W PAEMENT ACROSS HANDCAP PARKNG AREA p lf T p p 3269 T327 p 3266 T 3275 p ;,, :,,, p _::_, EXSTNG SDENALK TO REMAN UNDSTURBED EXSTNG FAMLY LFE CENTER BULDNG FF=32748 THS SHEET WAS RESUBMTTED TO REFLECT BACKGROUND CHANGES (PAVERS, FENCES, ETC) ONLY ) Gradng Plan Scale: 2 TRUE NORTH 6276 ADDENDUM # No Date Revson *, : Of te,,? DKE <:, tj Dran r JR Checked John Rusk, Approved,,; J,,, JOHN RUSK,() o:l ( :,J;, P E, t;ets<: <: }_ 56,;;;::: Ss :,_O, ONA, L,;t :L Gradng Plan Project No Date 56 Last Revson 6276 C8
10
11
~---~ ~----~ ~~
t =n :! ::::t C) 7(...; f J t h r==n : t::r,,.! 7 m 7 m {J) :AT rn rn L. "; j i =t :;;;: t.. :, h ). ")?J.. r;..., X h U,< r Q.!. i: :J; :!"")EYJ },_. c ". " :( (;. ). " t? / t e t!r J t j "! t)! (j) N
More information"ll,' I. \~', l LI\) ',,I "~ ~ PROP.OSED -,.J PROJECT'', FIGURE 1 Proposed Project Location and Vicinity Map Tolsona Exploration Project
5 a Vicinity Map Legend \~', l L\) ',, "~ ~ ~ ' ~~," 13. ' o ~ PROP.OSED -,.J PROJECT'', ~ Tolsona Well Pad e Mile Post (MP) -- Tolsona Access Route - Glenn Highay c:j Survey Boundary 1 - _ -_ PLS Section
More informationFree-Standing Office/Retail Newport News, Virginia
Free-Standng Offce/Reta Newport News, Vrgna Locaton: 645 J Cyde Morrs Bvd, Newport News, Vrgna 2361 Descrpton: Stuated at the "Far Rght" corner of the sgnazed ntersecton of Woods Road and J Cyde Morrs
More informationC001 SCALE: 1" = 20'-0"
GV W NORTH BREESE TERRE LTTLE STREET 6 MNERAL PONT ROAD MADSON, W 70-9 79' - " CRAZY LEGS LANE SDE ' - " PROPERTY LNE RALNG ENTRY PLAZA PLAZA RALNG EXSTNG BULDNG FOOTPRNT FOUR-STORY MASONRY BULDNG #0 9,
More information')Q. ~Hl ~~~ ' L-I 3~n1n.:J l'ef S3/\ll"i/N}:l31 l'ef ... A 'ef MIX'i/ 1 Ol31.:l-SSQ}:l8 D.""~ ' ' I j. .r:. t;~t.
SAW212157 Piedont Triad Airport AuthorityPTAA) Phase Northest Site Deveopt and CrossFied Taiay Sheet 1 of 7 i t;t D H
More informationP a g e 5 1 of R e p o r t P B 4 / 0 9
P a g e 5 1 of R e p o r t P B 4 / 0 9 J A R T a l s o c o n c l u d e d t h a t a l t h o u g h t h e i n t e n t o f N e l s o n s r e h a b i l i t a t i o n p l a n i s t o e n h a n c e c o n n e
More informationP a g e 3 6 of R e p o r t P B 4 / 0 9
P a g e 3 6 of R e p o r t P B 4 / 0 9 p r o t e c t h um a n h e a l t h a n d p r o p e r t y fr om t h e d a n g e rs i n h e r e n t i n m i n i n g o p e r a t i o n s s u c h a s a q u a r r y. J
More information'77 lf ?::; -15 (j. FodL -;; )JC( 3-tf 5. -L(o s; -10 2a9 :2~~ L(D 37 <:/ SNOW COVER PROFILE... '... ;: J of /() Cutter Tare (g)
SNOW COVER PROFLE...... '........ ;:.. :;... Date.. Observer J of Location Code (see below): Air Temperature -80 ( Valid 3-character location codes are Saddle grid stakes (001 through 080, 1 OA through
More information12"CMP DIA. ELEV. PVC CI DI CMP VCP RCP RCAP LRCP LCPP STA. LA LB BM-2 ROW PI POT LF TH PVC
PLANS FOR X-REFS: FILE PATH: Z:\WEST BRANCH 3682 MAIN STREET SIDEWALK IMPROVEMENTS - PHASE 3\DRAWINGS\_PRODUCTION DRAWINGS\TITLE & INDEX PLOTTED: Thursday, May 26, 216 4:7:42 PM MAIN STREET SIDEWALK PHASE
More informationA L A BA M A L A W R E V IE W
A L A BA M A L A W R E V IE W Volume 52 Fall 2000 Number 1 B E F O R E D I S A B I L I T Y C I V I L R I G HT S : C I V I L W A R P E N S I O N S A N D TH E P O L I T I C S O F D I S A B I L I T Y I N
More informationAPPENDIX F WATER USE SUMMARY
APPENDX F WATER USE SUMMARY From Past Projects Town of Norman Wells Water Storage Facltes Exstng Storage Requrements and Tank Volume Requred Fre Flow 492.5 m 3 See Feb 27/9 letter MACA to Norman Wells
More informationnecessita d'interrogare il cielo
gigi nei necessia d'inegae i cie cic pe sax span s inuie a dispiegaa fma dea uce < affeandi ves i cen dea uce isnane " sienzi dei padi sie veic dei' anima 5 J i f H 5 f AL J) i ) L '3 J J "' U J J ö'
More informationr 3 > o m > o > z m Z -< Z il r H O O H H i-» 00 a o x3 X M > I- > 1 n 0) l' 1
7J 73 Z -) r a c -< 0-73 - -0 -< C 73 FLE N. UC08-25454S - c X - a 0 TJ 0 TB - ;w - 70 () < r 3 a r w r r r Ō Z c a Z. < 7 C B D - -< a r Z J < r < < 70 TJ "s w 3 0 D < 70 -) 7) 0 TJ!! -( Z X - r 7) 77
More informationR e p u b lic o f th e P h ilip p in e s. R e g io n V II, C e n tra l V isa y a s. C ity o f T a g b ila ran
R e p u b l f th e P h lp p e D e p rt e t f E d u t R e V, e tr l V y D V N F B H L ty f T b l r Ju ly, D V N M E M R A N D U M N. 0,. L T F E N R H G H H L F F E R N G F R 6 M P L E M E N T A T N T :,
More informationn
p l p bl t n t t f Fl r d, D p rt nt f N t r l R r, D v n f nt r r R r, B r f l. n.24 80 T ll h, Fl. : Fl r d D p rt nt f N t r l R r, B r f l, 86. http://hdl.handle.net/2027/mdp.39015007497111 r t v n
More information176 5 t h Fl oo r. 337 P o ly me r Ma te ri al s
A g la di ou s F. L. 462 E l ec tr on ic D ev el op me nt A i ng er A.W.S. 371 C. A. M. A l ex an de r 236 A d mi ni st ra ti on R. H. (M rs ) A n dr ew s P. V. 326 O p ti ca l Tr an sm is si on A p ps
More informationT h e C S E T I P r o j e c t
T h e P r o j e c t T H E P R O J E C T T A B L E O F C O N T E N T S A r t i c l e P a g e C o m p r e h e n s i v e A s s es s m e n t o f t h e U F O / E T I P h e n o m e n o n M a y 1 9 9 1 1 E T
More informationH NT Z N RT L 0 4 n f lt r h v d lt n r n, h p l," "Fl d nd fl d " ( n l d n l tr l t nt r t t n t nt t nt n fr n nl, th t l n r tr t nt. r d n f d rd n t th nd r nt r d t n th t th n r lth h v b n f
More informationMASS HAUL DIAGRAM. Determination of eartworks volumes From all cross-sections (including the typical crosssection)
MASS HAUL DIAGRAM Determnaton of eartworks volumes From all cross-sectons (ncludng the typcal crosssecton) Fnd total area of flls and cuts n each cross-secton usng CAD area functon or by the trapezod method
More informationTOWN OF WESTLAKE GPS CONTROL MONUMENTS 1-10
GPS CONTROL MONUMENTS 1-1 GPS MONUMENT NO. 1 September 22, 1999 NAO 1983 (H.A.R.N. 1993) POSTON Latitude: Longitude: 32 58' 16.59982" N 97 1' 42.52797" W TEXAS GRD COORDNATES - North Central Zone (422)
More informationi;\-'i frz q > R>? >tr E*+ [S I z> N g> F 'x sa :r> >,9 T F >= = = I Y E H H>tr iir- g-i I * s I!,i --' - = a trx - H tnz rqx o >.F g< s Ire tr () -s
5 C /? >9 T > ; '. ; J ' ' J. \ ;\' \.> ). L; c\ u ( (J ) \ 1 ) : C ) (... >\ > 9 e!) T C). '1!\ /_ \ '\ ' > 9 C > 9.' \( T Z > 9 > 5 P + 9 9 ) :> : + (. \ z : ) z cf C : u 9 ( :!z! Z c (! $ f 1 :.1 f.
More information,.*Hffi;;* SONAI, IUERCANTII,N I,IMITDII REGD- 0FFICE: 105/33, VARDHMAN GotD[N PLNLA,R0AD No.44, pitampura, DELHI *ffigfk"
$ S, URCT,,MTD RGD 0C: 10/, VRDM G[ LL,R0D.44, ptmpur, DL114 C: l22ldll98l,c0224gb, eb:.nlmernte.m T, Dte: 17h tber, 201 BS Lmted hre ]eejeebhy Ter Dll Street Mumb 41 The Mnger (Ltng) Delh Stk xhnge /1,
More informationAPPH 4200 Physics of Fluids
APPH 42 Physics of Fluids Problem Solving and Vorticity (Ch. 5) 1.!! Quick Review 2.! Vorticity 3.! Kelvin s Theorem 4.! Examples 1 How to solve fluid problems? (Like those in textbook) Ç"Tt=l I $T1P#(
More informationPR D NT N n TR T F R 6 pr l 8 Th Pr d nt Th h t H h n t n, D D r r. Pr d nt: n J n r f th r d t r v th tr t d rn z t n pr r f th n t d t t. n
R P RT F TH PR D NT N N TR T F R N V R T F NN T V D 0 0 : R PR P R JT..P.. D 2 PR L 8 8 J PR D NT N n TR T F R 6 pr l 8 Th Pr d nt Th h t H h n t n, D.. 20 00 D r r. Pr d nt: n J n r f th r d t r v th
More information'NOTAS"CRITICAS PARA UNA TEDRIA DE M BUROCRACIA ESTATAL * Oscar Oszlak
OVí "^Ox^ OqAÍ"^ Dcument SD-11 \ 'NOTAS"CRTCAS PARA UNA TEDRA DE M BUROCRACA ESTATAL * Oscr Oszlk * El presente dcument que se reprduce pr us exclusv de ls prtcpntes de curss de Prrms de Cpctcón, se h
More information10701 TRAFFIC CONTROL 1.00 LUMP SUM $4, $4, $ $4, $4, %
ACCOUNT NO. 10154-403-172 ACCOUNT NO. 10154-403-174 ACCOUNT NO. 11712-84-174-84600 ACCOUNT NO. 10154-403-172 10701 TRAFFIC CONTROL 1.00 LUMP SUM $4,000.00 $4,000.00 0.00 $0.00 1.00 $4,000.00 1.00 $4,000.00
More information< < or a. * or c w u. "* \, w * r? ««m * * Z * < -4 * if # * « * W * <r? # *» */>* - 2r 2 * j j. # w O <» x <» V X * M <2 * * * *
- W # a a 2T. mj 5 a a s " V l UJ a > M tf U > n &. at M- ~ a f ^ 3 T N - H f Ml fn -> M - M. a w ma a Z a ~ - «2-5 - J «a -J -J Uk. D tm -5. U U # f # -J «vfl \ \ Q f\ \ y; - z «w W ^ z ~ ~ / 5 - - ^
More information'5E _ -- -=:... --!... L og...
F U T U R E O F E M B E D D I N G A N D F A N - O U T T E C H N O L O G I E S R a o T u m m a l a, P h. D ; V e n k y S u n d a r a m, P h. D ; P u l u g u r t h a M. R a j, P h. D ; V a n e s s a S m
More informationLEGEND SITE LOCATION MAP MILL CREEK SEDIMENT BASIN PROJECT. & Associates, Inc. CONSULTING ENGINEERS t =-da~vi~sc=-o-un:- ty
LEGEND STE LOCATON MAP magery: USDANAP 211 & Associates, nc CONSULTNG ENGNEERS t---------=-davisc=-o-un:- ty ---------1 MLL CREEK SEDMENT BASN PROJECT FGURE NO 18 WEST BOUNTFUL [ COT'< BO"NOAAY ---- PRESERVE
More informationfur \ \,,^N/ D7,,)d.s) 7. The champion and Runner up of the previous year shall be allowed to play directly in final Zone.
OUL O GR SODRY DUTO, ODS,RT,SMTUR,USWR.l ntuctin f cnuct f Kbi ( y/gil)tunent f 2L-Lg t. 2.. 4.. 6. Mtche hll be lye e K ule f ene f tie t tie Dutin f ech tch hll be - +0 (Rece)+ = M The ticint f ech Te
More informationNWP /1: Murphy Company (Wetlands Adjacent to Amazon Creek)
NWP-2010-536/1: Murphy Company (Wetlands Adjacent to Amazon Creek) NWP-2010-536/1 Page 1 of 12 ENCL 0 0.25 0.5 1 Miles Scale: 1:24,000 #* t Sources: Esri, DeLorme, NAVTEQ, TomTom, ntermap, increment P
More informationOi ir\ o CM CM ! * - CM T. c *" H - VO - a CM - t - T - j. Vv VO r t- CO on *- t- «- - ** <* - CM CM CM b- f - on on. on CM CVJ t - o.
292 b» CJ «n :T * v j U n n C l * n t l f VL. n n W n V ' n Ln fv C ), C n e. t f *" T V n! * t t T j t Vv V t l / n * t «** n Pk Q * Ph t * b T~! ^ v n f n n N n T n l f P n t. n pn «n =f LPv j t t n
More informationFuture Self-Guides. E,.?, :0-..-.,0 Q., 5...q ',D5', 4,] 1-}., d-'.4.., _. ZoltAn Dbrnyei Introduction. u u rt 5,4) ,-,4, a. a aci,, u 4.
te SelfGi ZltAn Dbnyei Intdtin ; ) Q) 4 t? ) t _ 4 73 y S _ E _ p p 4 t t 4) 1_ ::_ J 1 `i () L VI O I4 " " 1 D 4 L e Q) 1 k) QJ 7 j ZS _Le t 1 ej!2 i1 L 77 7 G (4) 4 6 t (1 ;7 bb F) t f; n (i M Q) 7S
More informationQJ) Zz LI Zz. Dd Jj. Jj Ww J' J Ww. Jj Ww. Jj I\~~ SOUN,DS AND LETTERS
SOUN,DS AND LETTERS.--< Say the name of each picture.llsten to the first sound. Then circle the letters with that"sound..-.. Dd QJ) Jj Ww J' J Ww Zz LI Zz Dd Jj Ww Dd Jj Zz Jj LI Ww Jj LI Ww Jj Ww Zz Dd
More information~,. :'lr. H ~ j. l' ", ...,~l. 0 '" ~ bl '!; 1'1. :<! f'~.., I,," r: t,... r':l G. t r,. 1'1 [<, ."" f'" 1n. t.1 ~- n I'>' 1:1 , I. <1 ~'..
,, 'l t (.) :;,/.I I n ri' ' r l ' rt ( n :' (I : d! n t, :?rj I),.. fl.),. f!..,,., til, ID f-i... j I. 't' r' t II!:t () (l r El,, (fl lj J4 ([) f., () :. -,,.,.I :i l:'!, :I J.A.. t,.. p, - ' I I I
More informationAddendum No: 1 THE FOLLOWING IS BEING ISSUED AS ADDENDUM NO. 1 PLEASE REVIEW THE FOLLOWING PAGES. Firm: Address
CITY OF WACO Purchasing Services Post Office Box 2570 Waco, Texas 76702-2570 254 / 750-6640 Fax: 254 / 750-8063 www.waco-texas.com Date: 11/6/17 RFB No: 2017-066 Commodity: Sidewalk Improvement Plans Closing
More informationECE430 Name 5 () ( '-'1-+/~ Or"- f w.s. Section: (Circle One) 10 MWF 12:30 TuTh (Sauer) (Liu) TOTAL: USEFUL INFORMATION
" ~~~~~,",,_~"",,"cr,~ - r " ECE430 Name 5 () ( '-'1-+/~ Or"- f ws Exam #2 (print Name) Spring 2005 Section: (Circle One) 10 MWF 12:30 TuTh (Sauer) (Liu) Problem 1 Problem 2 Problem 3 Problem 4 TOTAL:
More informationSOUTHWESTERN ELECTRIC POWER COMPANY SCHEDULE H-6.1b NUCLEAR UNIT OUTAGE DATA. For the Test Year Ended March 31, 2009
Schedule H-6.lb SOUTHWSTRN LCTRIC POWR COMPANY SCHDUL H-6.1b NUCLAR UNIT OUTAG DATA For the Test Year nded March 31, 29 This schedule is not applicable to SVvPCO. 5 Schedule H-6.1 c SOUTHWSTRN LCTRIC POWR
More information20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
More informationand Reinforced Soil Structures
Geosynthetcs t and Renforced Sol Structures K. Rajagopal, Professor Department of Cvl Engneerng IIT Madras, Chenna e-mal: gopalkr@tm.ac.n Embankment or Wall? Any slope steeper than 70 s desgned as a retanng
More informationI M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o
I M P O R T A N T S A F E T Y I N S T R U C T I O N S W h e n u s i n g t h i s e l e c t r o n i c d e v i c e, b a s i c p r e c a u t i o n s s h o u l d a l w a y s b e t a k e n, i n c l u d f o l
More informationn r t d n :4 T P bl D n, l d t z d th tr t. r pd l
n r t d n 20 20 :4 T P bl D n, l d t z d http:.h th tr t. r pd l 2 0 x pt n f t v t, f f d, b th n nd th P r n h h, th r h v n t b n p d f r nt r. Th t v v d pr n, h v r, p n th pl v t r, d b p t r b R
More informationSOLUTION SET. Chapter 9 REQUIREMENTS FOR OBTAINING POPULATION INVERSIONS "LASER FUNDAMENTALS" Second Edition. By William T.
SOLUTION SET Chapter 9 REQUIREMENTS FOR OBTAINING POPULATION INVERSIONS "LASER FUNDAMENTALS" Second Edition By William T. Silfvast C.11 q 1. Using the equations (9.8), (9.9), and (9.10) that were developed
More information828.^ 2 F r, Br n, nd t h. n, v n lth h th n l nd h d n r d t n v l l n th f v r x t p th l ft. n ll n n n f lt ll th t p n nt r f d pp nt nt nd, th t
2Â F b. Th h ph rd l nd r. l X. TH H PH RD L ND R. L X. F r, Br n, nd t h. B th ttr h ph rd. n th l f p t r l l nd, t t d t, n n t n, nt r rl r th n th n r l t f th f th th r l, nd d r b t t f nn r r pr
More informationUsing the Rational Root Theorem to Find Real and Imaginary Roots Real roots can be one of two types: ra...-\; 0 or - l (- - ONLl --
Using the Rational Root Theorem to Find Real and Imaginary Roots Real roots can be one of two types: ra...-\; 0 or - l (- - ONLl -- Consider the function h(x) =IJ\ 4-8x 3-12x 2 + 24x {?\whose graph is
More informationLARf,DO INDEPENDENT SCHOOL DISTR 904 Juarez Ave.. Laredo, Texas Ph. 956 Tax Office. s7.76%
T: Shl Br f Truee re nepenen Shl Dr 1702 Hun Sree re, Te 78040 /) rm: Rlb Snhe. RTA.CSTAlW Drer f T Cllen U V De: Deember 17,2014 m ARf,DO DPDT SCHOO DSTR 904 ure Ave.. re, Te 78040. Ph. 95 T Offe CT 273-1800
More informationtrawhmmry ffimmf,f;wnt
r nsr rwry fff,f;wn My 26, $51 Swe, k "Te Srwberry Cp f e Vr,, c) [ re ers 6 (, r " * f rn ff e # s S,r,* )er*,3n*,.\ ) x 8 2 n v c e 6 r D r, } e ;s 1 :n..< Z r : 66 3 X f; 1r_ X r { j r Z r 1r 3r B s
More informationAgenda Rationale for ETG S eek ing I d eas ETG fram ew ork and res u lts 2
Internal Innovation @ C is c o 2 0 0 6 C i s c o S y s t e m s, I n c. A l l r i g h t s r e s e r v e d. C i s c o C o n f i d e n t i a l 1 Agenda Rationale for ETG S eek ing I d eas ETG fram ew ork
More informationVr Vr
F rt l Pr nt t r : xt rn l ppl t n : Pr nt rv nd PD RDT V t : t t : p bl ( ll R lt: 00.00 L n : n L t pd t : 0 6 20 8 :06: 6 pt (p bl Vr.2 8.0 20 8.0. 6 TH N PD PPL T N N RL http : h b. x v t h. p V l
More informationTh n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v
Th n nt T p n n th V ll f x Th r h l l r r h nd xpl r t n rr d nt ff t b Pr f r ll N v n d r n th r 8 l t p t, n z n l n n th n rth t rn p rt n f th v ll f x, h v nd d pr v n t fr tf l t th f nt r n r
More informationARLINGTONCOUNTY, VIRGINI..-\. HISTORICAL AFFAIRS Ai~D LA..'IDl.\ll.<\RK REVIEW BOARD APPliCATION FOR CERTIF1CATE OF APPROPRIATENESS
ARLINGTONCOUNTY, VIRGINI..-\. HISTORICAL AFFAIRS AiD LA..'IDl.\ll.
More informationRoot behavior in fall and spring planted roses...
Rerospecive Theses and Disseraions Iowa Sae Universiy Capsones, Theses and Disseraions 1-1-1949 Roo behavior in fall and spring planed roses... Griffih J. Buck Iowa Sae College Follow his and addiional
More information,. *â â > V>V. â ND * 828.
BL D,. *â â > V>V Z V L. XX. J N R â J N, 828. LL BL D, D NB R H â ND T. D LL, TR ND, L ND N. * 828. n r t d n 20 2 2 0 : 0 T http: hdl.h ndl.n t 202 dp. 0 02802 68 Th N : l nd r.. N > R, L X. Fn r f,
More informationo V fc rt* rh '.L i.p -Z :. -* & , -. \, _ * / r s* / / ' J / X - -
-. ' ' " / ' * * ' w, ~ n I: ».r< A < ' : l? S p f - f ( r ^ < - i r r. : '. M.s H m **.' * U -i\ i 3 -. y$. S 3. -r^ o V fc rt* rh '.L i.p -Z :. -* & --------- c it a- ; '.(Jy 1/ } / ^ I f! _ * ----*>C\
More information2 tel
Us. Timeless, sophisticated wall decor that is classic yet modern. Our style has no limitations; from traditional to contemporar y, with global design inspiration. The attention to detail and hand- craf
More informationl f t n nd bj t nd x f r t l n nd rr n n th b nd p phl t f l br r. D, lv l, 8. h r t,., 8 6. http://hdl.handle.net/2027/miun.aey7382.0001.001 P bl D n http://www.hathitrust.org/access_use#pd Th r n th
More information4 4 N v b r t, 20 xpr n f th ll f th p p l t n p pr d. H ndr d nd th nd f t v L th n n f th pr v n f V ln, r dn nd l r thr n nt pr n, h r th ff r d nd
n r t d n 20 20 0 : 0 T P bl D n, l d t z d http:.h th tr t. r pd l 4 4 N v b r t, 20 xpr n f th ll f th p p l t n p pr d. H ndr d nd th nd f t v L th n n f th pr v n f V ln, r dn nd l r thr n nt pr n,
More informationIntegrated II: Unit 2 Study Guide 2. Find the value of s. (s - 2) 2 = 200. ~ :-!:[Uost. ~-~::~~n. '!JJori. s: ~ &:Ll()J~
Name: 1. Find the value of r., (r + 4) 2 = 48 4_ {1 1:. r l f 11i),_ == :r (t~ : t %J3 (t:; KL\J5 ~ ~ v~~f3] ntegrated : Unit 2 Study Guide 2. Find the value of s. (s 2) 2 = 200 ~ :!:[Uost ~~::~~n '!JJori
More informationC11 EDR - STRONGHOLD BUILDING STORM WATER QUALITY MANAGEMENT PLAN ROBSTOWN, TEXAS, COUNTY ROAD 69 MUNOZ ENGINEERING CIVIL STRUCTURAL MARINE
RMIII 6/3/7 U I U I TENTION POND REV ISSUED FOR CONSTRUCTION PHONE: 36-946-4848 38 ANDREA LN CORPUS CHRISTI, TX, 7844 TBPE FIRM No. F-4 TENTION DITCH LEGEND PROPOSED STORMWATER / DRAINAGE FLOW DIRECTION
More informationN V R T F L F RN P BL T N B ll t n f th D p rt nt f l V l., N., pp NDR. L N, d t r T N P F F L T RTL FR R N. B. P. H. Th t t d n t r n h r d r
n r t d n 20 2 04 2 :0 T http: hdl.h ndl.n t 202 dp. 0 02 000 N V R T F L F RN P BL T N B ll t n f th D p rt nt f l V l., N., pp. 2 24. NDR. L N, d t r T N P F F L T RTL FR R N. B. P. H. Th t t d n t r
More informationExhibit 2-9/30/15 Invoice Filing Page 1841 of Page 3660 Docket No
xhibit 2-9/3/15 Invie Filing Pge 1841 f Pge 366 Dket. 44498 F u v 7? u ' 1 L ffi s xs L. s 91 S'.e q ; t w W yn S. s t = p '1 F? 5! 4 ` p V -', {} f6 3 j v > ; gl. li -. " F LL tfi = g us J 3 y 4 @" V)
More information20217 CLEAR STONE TON $14.20 $5, $ $ $ %
ACCOUNT NO: 10332-84-174-84300: 54250(91223) ACCOUNT NO: 10529-403-172: 54440 (91226) ACCOUNT NO: 10463-51-130: 54250 (91223) ACCOUNT NO: 10332-84-174-84300: 54250 (91223) 20217 CLEAR STONE 375.00 TON
More informationBeechwood Music Department Staff
Beechwood Music Department Staff MRS SARAH KERSHAW - HEAD OF MUSIC S a ra h K e rs h a w t r a i n e d a t t h e R oy a l We ls h C o l le g e of M u s i c a n d D ra m a w h e re s h e ob t a i n e d
More informationADORO TE DEVOTE (Godhead Here in Hiding) te, stus bat mas, la te. in so non mor Je nunc. la in. tis. ne, su a. tum. tas: tur: tas: or: ni, ne, o:
R TE EVTE (dhd H Hdg) L / Mld Kbrd gú s v l m sl c m qu gs v nns V n P P rs l mul m d lud 7 súb Fí cón ví f f dó, cru gs,, j l f c r s m l qum t pr qud ct, us: ns,,,, cs, cut r l sns m / m fí hó sn sí
More informationD t r l f r th n t d t t pr p r d b th t ff f th l t tt n N tr t n nd H n N d, n t d t t n t. n t d t t. h n t n :.. vt. Pr nt. ff.,. http://hdl.handle.net/2027/uiug.30112023368936 P bl D n, l d t z d
More informationAPPH 4200 Physics of Fluids
APPH 4200 Physcs of Fluds A Few More Flud Insables (Ch. 12) Turbulence (Ch. 13) December 1, 2011 1.!! Vscous boundary layer and waves 2.! Sably of Parallel Flows 3.! Inroducon o Turbulence: Lorenz Model
More information46 D b r 4, 20 : p t n f r n b P l h tr p, pl t z r f r n. nd n th t n t d f t n th tr ht r t b f l n t, nd th ff r n b ttl t th r p rf l pp n nt n th
n r t d n 20 0 : T P bl D n, l d t z d http:.h th tr t. r pd l 46 D b r 4, 20 : p t n f r n b P l h tr p, pl t z r f r n. nd n th t n t d f t n th tr ht r t b f l n t, nd th ff r n b ttl t th r p rf l
More informationtrr [.f ABERNATHY STREET City of Bonita Springs - Asphalt_Overlay Width - Length -255LF Material - Tons - Type LF S-Ill riping:
/ A 6U x 3FT 76F x 3FT lilt 2F x 3FT Stop Bar LF 5LF x 3FT Crosswalk 55F 86LF x 3FF Length 255LF 8LF SY Tons Material Type 5OSY 29.5 Width Sll Total 38 x 3,SF, City of Bonita Springs Asphalt_Overlay 22
More information22 t b r 2, 20 h r, th xp t d bl n nd t fr th b rd r t t. f r r z r t l n l th h r t rl T l t n b rd n n l h d, nd n nh rd f pp t t f r n. H v v d n f
n r t d n 20 2 : 6 T P bl D n, l d t z d http:.h th tr t. r pd l 22 t b r 2, 20 h r, th xp t d bl n nd t fr th b rd r t t. f r r z r t l n l th h r t rl T l t n b rd n n l h d, nd n nh rd f pp t t f r
More informationSOLUTION SET. Chapter 8 LASER OSCILLATION ABOVE THRESHOLD "LASER FUNDAMENTALS" Second Edition
SOLUTION SET Chapter 8 LASER OSCILLATION ABOVE THRESHOLD "LASER FUNDAMENTALS" Second Edition By William T. Silfvast - 1. An argon ion laser (as shown in Figure 10-S(b)) operating at 488.0 nm with a gainregion
More informationWALL D*TA PRINT-OUT. 3 nmth ZONE
T A B L E A 4. 3 G L A S S D A T A P R I N T - O U T H T C L».>qth» H e ig h t n u «b»r C L A S S D A T A P R I N T O U T it************************************ 1*q o v»rh # n g recm oi*ion*l orient n
More informationUse precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D
Lesson seven What is a chemical reaction? Science Constructing Explanations, Engaging in Argument and Obtaining, Evaluating, and Communicating Information ENGLISH LANGUAGE ARTS Reading Informational Text,
More informationl [ L&U DOK. SENTER Denne rapport tilhører Returneres etter bruk Dokument: Arkiv: Arkivstykke/Ref: ARKAS OO.S Merknad: CP0205V Plassering:
I Denne rapport thører L&U DOK. SENTER Returneres etter bruk UTLÅN FRA FJERNARKIVET. UTLÅN ID: 02-0752 MASKINVN 4, FORUS - ADRESSE ST-MA LANETAKER ER ANSVARLIG FOR RETUR AV DETTE DOKUMENTET. VENNLIGST
More informationUse precise language and domain-specific vocabulary to inform about or explain the topic. CCSS.ELA-LITERACY.WHST D
Lesson eight What are characteristics of chemical reactions? Science Constructing Explanations, Engaging in Argument and Obtaining, Evaluating, and Communicating Information ENGLISH LANGUAGE ARTS Reading
More informationLesson Ten. What role does energy play in chemical reactions? Grade 8. Science. 90 minutes ENGLISH LANGUAGE ARTS
Lesson Ten What role does energy play in chemical reactions? Science Asking Questions, Developing Models, Investigating, Analyzing Data and Obtaining, Evaluating, and Communicating Information ENGLISH
More information0 t b r 6, 20 t l nf r nt f th l t th t v t f th th lv, ntr t n t th l l l nd d p rt nt th t f ttr t n th p nt t th r f l nd d tr b t n. R v n n th r
n r t d n 20 22 0: T P bl D n, l d t z d http:.h th tr t. r pd l 0 t b r 6, 20 t l nf r nt f th l t th t v t f th th lv, ntr t n t th l l l nd d p rt nt th t f ttr t n th p nt t th r f l nd d tr b t n.
More informationMAC 1147 Final Exam Review
MAC 1147 Final Exam Review nstructions: The final exam will consist of 15 questions plu::; a bonus problem. Some questions will have multiple parts and others will not. Some questions will be multiple
More informationK E L LY T H O M P S O N
K E L LY T H O M P S O N S E A O LO G Y C R E ATO R, F O U N D E R, A N D PA R T N E R K e l l y T h o m p s o n i s t h e c r e a t o r, f o u n d e r, a n d p a r t n e r o f S e a o l o g y, a n e x
More informationGeometric Predicates P r og r a m s need t o t es t r ela t ive p os it ions of p oint s b a s ed on t heir coor d ina t es. S im p le exa m p les ( i
Automatic Generation of SS tag ed Geometric PP red icates Aleksandar Nanevski, G u y B lello c h and R o b ert H arp er PSCICO project h ttp: / / w w w. cs. cm u. ed u / ~ ps ci co Geometric Predicates
More informationPlanning for Reactive Behaviors in Hide and Seek
University of Pennsylvania ScholarlyCommons Center for Human Modeling and Simulation Department of Computer & Information Science May 1995 Planning for Reactive Behaviors in Hide and Seek Michael B. Moore
More informationColby College Catalogue
Colby College Digital Commons @ Colby Colby Catalogues College Archives: Colbiana Collection 1866 Colby College Catalogue 1866-1867 Colby College Follow this and additional works at: http://digitalcommons.colby.edu/catalogs
More information-Z ONGRE::IONAL ACTION ON FY 1987 SUPPLEMENTAL 1/1
-Z-433 6 --OGRE::OA ATO O FY 987 SUPPEMETA / APPR)PRATO RfQUEST PAY AD PROGRAM(U) DE ARTMET OF DEES AS O' D 9J8,:A:SF ED DEFS! WA-H ODM U 7 / A 25 MRGOPf RESOUTO TEST HART / / AD-A 83 96 (~Go w - %A uj
More informationA0A TEXAS UNIV AT AUSTIN DEPT OF CHEMISTRY F/G 7/5 PHOTOASSISTED WATER-GAS SHIFT REACTION ON PLATINIZED T7TANIAI T--ETCIUI
AA113 878 TEXAS UNIV AT AUSTIN DEPT OF CHEMISTRY F/G 7/5 PHOTOASSISTED WATER-GAS SHIFT REACTION ON PLATINIZED T7TANIAI T--ETCIUI APR 82 S FANG. 8 CHEN..J M WHITE N14-75-C-922 UNCLASSIFIED NL OFFICE OF
More informationDepression & Solving Right Triangles
Math 10 3.3 Notes Angles of Elevationl Depression & Solving Right Triangles Part 1- Angles of Elevation and Depression Angle of elevation: is the angle between the line of sight and the horizontal line
More information- Misuses of Statistical Analys s in Climate Research
Msuses of Statstcal Analyss n Clmate Research \ Hans von Storch MaxPancknsttut fr Meteorologe. Hamburg, Germany Talk presented at the 6 MSC, Galway June 1995 See detaled paper n. von Storch and Navarra
More information; Client v\/hdl,.k:ey,' Cknk
l) f ' _n '= '=''7 ' '' ' ''''_'=''''''''''''l Date tl Q ({ r g q r7
More informationFOR TESTING THill POWER PLANT STANLEY STEAM AUTOMOBILE SOME TESTS MADE WITH IT. A Thesis surmitted to the
..' -...,-.....,.; \'
More informationORIGINATOR: CITY OF MADISON STREETS DIVISION REV. DATE: _ PLOT NAME: _ PLOT SCALE: _ SHORELINE TREATMENT SCHEDULE PROJECT NO. 10332/10529 U-10 SHORELINE TREATMENT SCHEDULE MAINLAND CITY OF MADISON MAINLAND
More information4 8 N v btr 20, 20 th r l f ff nt f l t. r t pl n f r th n tr t n f h h v lr d b n r d t, rd n t h h th t b t f l rd n t f th rld ll b n tr t d n R th
n r t d n 20 2 :24 T P bl D n, l d t z d http:.h th tr t. r pd l 4 8 N v btr 20, 20 th r l f ff nt f l t. r t pl n f r th n tr t n f h h v lr d b n r d t, rd n t h h th t b t f l rd n t f th rld ll b n
More informationTHE WORLD BANK GROUP ARCHIVES PUBLIC DISCLOSURE AUTHORIZED
THE WORLD BANK GROUP ARCHIVES PUBLIC DISCLOSURE AUTHORIZED Folder Title: Finland-LN-61 - Photographs - Volume 1 Folder ID: 1721443 Fonds: Records of Office of External Affairs (WB IBRD/IDA EXT) Digitized:
More informationHousing Market Monitor
M O O D Y È S A N A L Y T I C S H o u s i n g M a r k e t M o n i t o r I N C O R P O R A T I N G D A T A A S O F N O V E M B E R İ Ī Ĭ Ĭ E x e c u t i v e S u m m a r y E x e c u t i v e S u m m a r y
More informationL...,,...lllM" l)-""" Si_...,...
> 1 122005 14:8 S BF 0tt n FC DRE RE FOR C YER 2004 80?8 P01/ Rc t > uc s cttm tsus H D11) Rqc(tdk ;) wm1111t 4 (d m D m jud: US
More informationX! O. o ;o : r- O. o ^3 ' U2 l _ O >=- :-i. :^i Ccmpaf- We'! State/Pr/ FLORIDA. o jr "c =,9 'I' I S Q. a) 1?; s I 3. 3D:m
lttj'tllcror ;3 : 'rv 'S '^ ' ;0 W ;-^:_x;_.;cc :"2: " :S T ; -
More informationRosarium Marianum: Salutatio Angelica no. 1-5
University of Dayton ecommons Marian Sheet Music Marian Library Secial Collections January 1916 Rosarium Marianum: Salutatio Angelica no 15 JAS van Schaik Follow this and additional works at: htt://ecommonsudaytonedu/imri_sheetmusic
More informationCeu Approved as to form: Barbara Y. hinpoch, Mayor
CTY OF RENTON, WASHNGTON ORDNANCE NO 4028 AN ORDNANCE OF THE CTY OF RENTON, WASHNGTON, ESTABLSHNG A SPECAL ASSESSMENT DSTRCT FOR SANTARY SEWER SERCE N THE ADAMS STA LD NO 25 SERCE AREA AND ESTABLSHNG THE
More informationOH BOY! Story. N a r r a t iv e a n d o bj e c t s th ea t e r Fo r a l l a g e s, fr o m th e a ge of 9
OH BOY! O h Boy!, was or igin a lly cr eat ed in F r en ch an d was a m a jor s u cc ess on t h e Fr en ch st a ge f or young au di enc es. It h a s b een s een by ap pr ox i ma t ely 175,000 sp ect at
More informationFL/VAL ~RA1::1. Professor INTERVI of. Professor It Fr recru. sor Social,, first of all, was. Sys SDC? Yes, as a. was a. assumee.
B Pror NTERV FL/VAL ~RA1::1 1 21,, 1989 i n or Socil,, fir ll, Pror Fr rcru Sy Ar you lir SDC? Y, om um SM: corr n 'd m vry ummr yr. Now, y n y, f pr my ry for ummr my 1 yr Un So vr ummr cour d rr o l
More information". :'=: "t',.4 :; :::-':7'- --,r. "c:"" --; : I :. \ 1 :;,'I ~,:-._._'.:.:1... ~~ \..,i ... ~.. ~--~ ( L ;...3L-. ' f.':... I. -.1;':'.
= 47 \ \ L 3L f \ / \ L \ \ j \ \ 6! \ j \ / w j / \ \ 4 / N L5 Dm94 O6zq 9 qmn j!!! j 3DLLE N f 3LLE Of ADL!N RALROAD ORAL OR AL AOAON N 5 5 D D 9 94 4 E ROL 2LL RLLAY RL AY 3 ER OLLL 832 876 8 76 L A
More informationIf the solution does not follow a logical thought process, it will be assumed in error.
Group # Please revew the followng statement: I certfy that I have not gven unauthorzed ad nor have I receved ad n the completon of ths exam. Sgnature: INSTRUCTIONS Begn each problem n the space provded
More informationA/P Warrants. June 15, To Approve. To Ratify. Authorize the City Manager to approve such expenditures as are legally due and
T. 7 TY LS ALATS A/P rrnts June 5, 5 Pges: To Approve - 5 89, 54.3 A/P rrnts 6/ 5/ 5 Subtotl $ 89, 54. 3 To Rtify Pges: 6-, 34. 98 Advnce rrnts 5/ 6/ 5-4 3, 659. 94 Advnce rrnts 6/ / 5 4, 7. 69 June Retirees
More information