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Home My WebLink About02-00500130- 00073775~r.r.r... ` ~a a~ ; W. ~ . ~ fi.. ~ _ _ r,.,r 1 i i - p P h t 9 t - `4~67~liItTISCUt:' LJOP _ _ _ _ . _ _ ,i, _ _ i. TC :306.52 STA .r..__ - l rti ~ ~ . 3+00.1 18BISCUS ll 0/$ 14.40 LL NMET BOX 9 _ ~ 8~F'.~ _ _ 5-~ ! ~ , ti . ; . 5TA 3+011NB15Ct15 C/C ! TC .302.64 C ' 300 ' % . 'j~c ,1~ tAY CURB 7 iPE. ~2 ,1, 0 14.00 CT. N LLmICfV M IMAM _ - ~ ~ a ~ . ~ / " . - 42' ~ ~ _ _ o . . 1" ' 4 1 ud . STA ~ ~ , T<. ~ : d , d ° ~ ~i. ` , , , . , . i 0+04 _ ~ ~a$~~ ~ ~.x ~ 1 .1 . - ~ . • r . ~ 1 . w + . Y . k inn ~.~+4r . r ~ ~ ~ ~ f . ~ ~ i; Lays : ~ ~ C S 14.DOr.CT: ' , fi ~ ~ + ~~yy _ r~~ ~ ~ .4~ r~ ~ JIn YT37.~ 771P~1{.{/.7 ..r ~ r. t a. ~ t~'y~ ,.-M~~. ~ , Y~;f. ~rtt~, j i _ ~ 1 ' ~ 'i. ypr w.c "--:r. _T'"~'~ nT" M+ Sb" i ~ ~F ~ ~r,.,°. C •30&23 ~ , ~ ~ ~ ~ ; i 3 'tr ds~ ~ ~ i ~ ~ 0 1400 LT. ~ u~ r F ;ti v d 7 .,a,, F_ r BEGMI taY D01M1 ` L -TYPE 2 . k ~ . ~ 4~ ~~a ~s~ _ - t ~ _ k~~~ 'A~Sr }~y~"Had STA 0+18.1 HIBISCUS 100P ~ ~ ~ ~,-,t ~ d . C/l at TC 308.34 Tr s ; ` , r OOP " STA 3+00,2 HIBISCUS C ~,,~r ~ STA J+~ ,.<i HIBISCUS COOP ~ 0/S 1400 LT. C/L ~ TC •302.04 ~ C/L & - 305.84 . ~ ~Y a, 0/S 14. ~ r;) R T. OAS 14.00 RT. ~ a r~ ; SIDEWALK F ;a~,F <a: n ~ w TYPE 1 , ~ ~ r R' M ~ n ~ A STA 0+00 HIB13CLiS LOOP , ~ , , , , . , ' `J R26' ~ r ~ ~~a C ~ , ~r:' R2S /L ~ TC J00.41 ~ d, b , ; .v - STA 0+19.0 0/$ 1J.84 CT. ~ ~ ~ ~ t'~ ~ ~ H~ISCUS LOOP ~ < , ~ ~ 1 ~ C/L do TC ~ 306.33 STMT '0 RAISED CLUB f ~ ~ , 0/S 14.00 RT. ' ~4 y'~ 4 t - - STA 3+70.9 HIBISCUS COOP ~ ~ BEGIN 0' RAISED CURB i ~ CONNECT TO EXISTING ~IDi rV.nLK C ~ TC ~ 303.18 ~ i -tea 0/S 14.01' RT. SAW CUT EXI311NG ASPHALT. MATCH EXISTN46 ELEVATION KITH NEW ASPHALT, j STA 0+00 HIBISCUS 100P N ~ ~ ~ C~L do TC ~ J00.41 S Sn . --4J'1 1411 RT. ~ , START 6' T RAIS7`b OVA S MT IXtIVEEAY VALLEY GUTTER TRANSI110N AT ORI4ENUIY Lo DRAINAGE FLOW ARROW 1. SfE PACES 64 - 54 Fpt b0 t's~IS1i1~G11~I~~StANDARDOETAN„S ipt TYPICAL DI_~AILS. ~ ~ PAI~f 3 fdt : Nei„ #IAtB( N'~'ORMAIION .AND LEGEND. • ,r ~ ~ WE8' 'IJ: LAY-001 ~MIB T1~E 2 i~~~@CUS LOOP T S A. 0+00 Td 3~~2 t 348 _ _ _ _ - i ~ _ _ _ 3sz - _ - . - - - rtCC .39z 3OV .-_..`CT`----~---._C. _ - _ 3Q'T VPI STA Off. ~ ,0+08.5 ~ ..1.)~', _ _ _ _ - - - _ ~ _ _ . VPI ELEV 306.14 - _ _ _ ; CURVE LEN s 100.00 _ _ _ WATER UNE _ _ j _ _ 3U2 _ _ - .fs _ _ . _ MPI STA' 24 _ _ . _ . VPI EIEV 3( 3OQ _ _ . _ CURVE LEN- ~ 298 - ~~c_ _ _ . ~ - d. - _ L.~7 - N A ~ _ ~ ~ .._.--_~-r-_ _.._~.._..____....__-._~__T~.~_.._.._.._._ ~ M ~ ~ ~ ~ ~ _ T-"----- - _ - W q W W ~ b _ ~ - _ - _ ~ W o a n _ _ _ 294 ~ N . _ _ .4 r as ~ _ Nil > (/I U V1 U _ - _ O i ~ ~ _ _ < _ N U . _ - ~U N - 292 _ _ t 29 Q ~+oo 2+00 0' RAISED CURB TYPE 1 . 6 RAISED CURB TYPE 1 . ,t ~ . ~ BC TO BC w r= w x:l v i v i i "I/Ii d. DALE 9RONNE, JR. j L..., r..y 4' T41C(( BIKEPAiH 10 ago - I SEP 13 20 ; '81 HIBISCUS LOOP 8• ST --I COLLEGE STATIO T r 3'1 M~ 3,ti ENGINEERING x) TYPICAL HIBISCUS S TIO - VARIES SCALE: 3/80 t' V STORW DRAINAGE DITCH I~; ; .Lt►lbOt IMED FOR 8100M AM CATS Jb6Y~A0I , SCAM AIL t•: 1036002-004-54 PAGE 18 OF 54 PAGES n a I~ N W . t, r fA 4 ~a , ~ • ' i i ~ w ~ ~ ~ j , iy ~ s . r~, ~ ~ ~'~`m 1~~ ~ P v ~ . i j to r -i 1 ~ 1 1 . } I P ryl M ~ r, 1~ 0 I E i ~ ~ ~ i TOPSOIL iN OPENINGS 't ~ _ - _ - _ _ ~ a. ~ { ~ _ _ aj ' FILL 1 /2 BELOW SURFACE. ~ _ _ _ b ; , n I ~1 / , i. ` ! _ _ r ~w ~i S00 PLUGS OR GRAS, ; ~ 1 ~ I ~ } Uni-Green by f . ~-E STA 0+15.2 EMERG. ACCESS ~ c c ~ , ~ , CREPE IAYftTLE TREE (TYP.) 4" CONCRETE . ".R C L = 306.44 , ~ / (OR ENGINEER ~ ~ EQUAL) 0 S 6.00 LT. ~ i . / ~ ~ ~ • . 1 - ~ Y (:d~ACT SOIL AT PERIMETER. 1 TO 1 1/2" SAND. ~ - , a , ~ ~ ~ . 6 fAIN. 8 CRUSHf ~ (ONE BASE. R20' 0' i , ~ ~ ,ti ~ ~ i ~ , y~ ~ ~ m - ~ >~1 0 y ~ ~ . 1~ . 1~: ' I ~ ~ CEOTE~ EQUIRED ~ ~'y, ~ , _ '1 ' _ _ - r . i ' TURN U~ ,:~E.S. v ~ ~a~ ~ ~ ~ ~ ~ -111=-11=.1 _ ~ 1- ..111 ~ l~ ~ , ~ , ~ tip. I~ i , ~ ~ ~ ~ 0 0 0 0 0 0 0 0 0 ~ ~ sTA o+37.8 1 t`. ~ =L~ ~ i o 0 0 0 0 0 0 0 0 0 , , Hle~scus Loop ~ _ o 0 0 0 0 k-- ,r o I -11i= 0 0 000 0~ 00 000 ,'i ~ TC =306.23 ~ , ~i1-71 0 0 0 4 0 0 0 0 ~ y I I ~ ~ ~i , , i ~ ~~-1 I I I.--J~_ III ~ I I. 1 1 1 1 :III ~ 1~-1 I I III __I I I I ~ I~~ r~~ ~ I I.. ~Iil: IiI--JII~_ - i i I ~ . _ I I = I -11 _ i r LI I-I I I ~ ~ ~ ~ ~ ~ ~ „ ~ ~ ~ _~,i~ ~ ` . _ ",tau ~ T - - . , , ~ - r ~ ;1 ~ COMPACT SUBG~~. hR 1. ~ 1 YARDS ~iH 1~n Q~lE A1rD ~ 1w ~s~t ~ (y 11 ~ e % i z ~ s~ >H; r ~ rMaAr~cs.i uns, z o- K~~ ~ ~ ~ ~ > ~ " ~ o ! 4 ~Ip(~ ROT IRON FENC ~,t ~ ~ • _ ~ ~ 1 _ ~ .ICC NDTE~4 ~ \,r 2v c~~ r.:j ~ - i f f a ~p I e y W ~ i'~ ` ~ i A I t " , F~ 'ti 7 1FL A ~ ~ 4 SCALE: N.LS. ~ ~ t ~ ~ ~ ~ i } ;STA O+i5.2 ACCESS at r " ~ = ~ ~ ? - r ~ `.o ~ ' C/l. ~ 308.44 ~ b ~ ~ ~t iv , v~~ ~ ~ Y ~ 4O/'S 8.00 RT. R20'-0' rr. i 2 ~ x ° ~r i , l i i i ~ ~ i `'ti' s } ~i i i tv a 't , l , p ~ a ~ .2 t~IBISCUS L00~' 1 1 TC 308.00 ~ , POINT DESCRlPTII 1 1 c aF 20' RAOtTJS 2 c of ~o. RirDRiS w 3 STA Ot00 E11ER(~1 4 PC OF 38' 5 PT OF 38' RAtaIUS 6 PC OF 100' RADTUS 7 PT OF 100' RADIUS 8 PC OF 100' RADIUS T4 d +~Q~; D STA 1+89.7 EMERG 1. SEE CONSTiMlCTION STANDARD DETAILS FOR SI ABMEMA1~11& c - C0110t a DEWALK AND RAMP D'= Pi - ►11MTT-OF-TANOEtICY; R • 1 5' TO' 1 .5' 25' 2 SEE 9 PLAN fOR r - 3 TE t~31ERAl NOTES, BENCH MARK INFORMAl10N, Ar 3. CURB TYPE = UY-DOYW t~R W8D PLUM STREET. HORIZONTAL SCALE: i' • 10' 4. ~ . E NCY ACCESS STA + M 0+00 T01 89.7 ~ STA ~.aPSe _ _ _ _ . ~r.-3 - _ - t. cAIRYE LEM 3T~DD i' 307 , r . 8' BIKE PATH 306 .r . _ . 1r « RC8 ___.r. _ _ . _ . _ . . _ _ _ _ _ _ - ~:C . F I _3.-. l y M 30~ `f. 1 of - _ - ~ J 303 J ~ _ n 8' DRAINAt'TE DITCH _ _ ~ t . _ _ ~ f31 ~.~~~TAtCS +n >o .3.02 . _ _ _ _J • ~s:r ~ a _ _ _ . WW WW ~x v' Y nm ,a . _ _ ~ ~o m +F + ~ 0a 0~ <Q t y 301. _ _ .inn t f1.... T - REVIEWED FOR `;W _ ~ CfIPLIA 299 SEP 1.3 206 , 299 DRO MA BY: AW COLLEGE STAT10DAM El iPIEERiNC APPMMM J" DM* -MY 98 2 298 scup:;; 0+00 0+50 1+00 1+50 10360102-004-54 PAGE 19 OF 6A PAMS r N NOTE: 1. PULVERIZE ~ WX OLD ROAD. INSTALL 6" TOP SOIL do SEED. 2. SLOPE 81KE PATH TI, OR TO DITCH. SEE DETAIL. 4 ~1 w 3. SEE PROP08ED SI1E PLAN FOR BENCFOIARK tNf'ORMAiION. ~ TIPPED PHOTINIA (TYP.) 4. MIRIGATKIN PLANS TO BE PREPARED BY OTHERS. otinia x fraseri) RED-TIPPED PHOTINIA TYP, SEE NOTE ~1 ( ) ~ ,,:ED 0 10 0 O.C. (Phothia x fraaxi) vu (tYP,) ~ ~ ~ ~ Z SPACED 0 10'-0" O.C. x fry) , ~ 0 a. i - BIKE PATH u, _ _ - --_-~.T ..r,r,--- , r . - - - r . .....:::.::::.::.::~~:.:::.::r.:::...... rr..... .::.::....::::r ~ ~~~~~`t,~ MATCH LINE ~ ' ° ~ CREPEMYRILETREE(IYP.) r..r.r..r......r ~ STA 5 00 Z ~ (LagKetrotxnialndica) ■ ■ . • R~ is a N ~ ~ m ~.......................N..........,........r...r...r............. ......W....................... ~ ~ ~ (Phottnia x ~ , 2O' ~ ~ • C........................r....r...........r... SEE DITCH CROSS n. • , _ _ _ - - .rr. - - - - ' . . . . ~ ~ ~ _ Y 4 _ ~ PROPERTY ~A _ - SEC110N 1HIS PAGE ~ ~ . , ' . , . ; i ! : ~ ~ , t . . , r ~ ' • . , • . ~ ~ ~ ~ I' , - ~ ' Oj.`~_ a _ _ ~ ~ A' DlIIC DIM _ . r ~ . _ _ _ ~ ,:a ~ - ' n ~ , N ~ _ . _ _ _ _ _ 1 _ n - _ _ _ _ "I ~1.._. i ~ _ _ -1 ~ r ~ _.-.,.r-_._..- ~ ,.J~, ~J 1.~,/ c 1, { i" _ _ ~ . i .r r . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - + - - _ iv i ~ i STA 3+0o IT ~ , D CH STA 1+00 DITCH i I F/L = 297.61 ' - F/L = 296.11 _STA 2+0) DITCH I i EXISTING DITCH TO BE F~ . rlg,~ i i ~ i ~ RE-GRADED 0 0.7596' i C 10' 20' 35' S0' Y i HaMZONTU SCALE: 1' • 20' BN(E R TH STA. + + A O 00 to 5 00 k _ _ L 3os _ _ ~ 1~ Y• 304 _ _ I ~~,.o . 3ti _ _ _ _ Y. 340 `i 298 - M - _ _ ~ A O r N N ~ fV O _ _ _ _O 296 M M _ _ _ _ _ _ ~ ~ ~ _ W W 294 . _ _ o 8 8 8 ~ _ _ - - - S _ 8 292 < a < < IA !A N Ul 0+00 ~+00 2+00 l~~ ~ . M 'I I ~I ~l I) ~L Ii ~ ;I ii r . ~I "►,~3~ ~~f I~ ;:w x~~~ t w. _,t _ ~ 1 ' FSri L ~ v t ,f . ,I '~a ~ ~ TO DRaN a sEEo BIKE PATH ~ MATCH 81KE PA1H TO EMERGENCY , ; ' EXISTING CULVERT TO BE REMOVED MATCH LINE ACCESS ELEVATION do GRADE , , , , FlLL 0 GRADE To DRAIN J . Rw~ ~ • .............r....... t ~ e i %i... Paz=- . 8 SIDEY~IALK ~ . r ; a . ~ ~ f s , . . t ..r i y r ~r~~ ~ ~ . r . . t . r . . . t .fly.. Y,• _ t 'S. i `r _ h 2 ~ Y' t ~ h ~ " .r ~ L . ~ • h ..r . , ~ . - . . - ' MYRTLE-IIRFE ~TYP.j I _...,r 00.75 (Lage►atroanidridfcoj _.~._ti._ _ _ _ j ; r . . _ ~ STA 7+11 DITCH A 0 10' 20' 35' S0' - - ' F/L =300.70 STA 6+00 DI ~ _ STA 5+00 DITCH , _ J • F . _ f/L +299 r - HORIZONTAL SCALE: 1 = 20' ~ , /t Z9S.1 _ _ _ - _ . , _ .5~. $+OOiB t+~09•_t_ _ - _ _ 1' 308 308 3' 307 307 3( 3Q~__ 306 3( 305 305 3( ~ F.~ _ C~ VPI STA 6+74.96 304 304 3( VPI ELEV.3D6.22 _ CURVE LEN =50.00 03 3 303 3( 302 m 00 302 3( o SFO 1 2 (n z 304 is•~;TE ~ h cU p 304 s ` ONAL J M N M ~ 301 W W 301 3( W t~OLLEGE STATIQ g i/-t.EC ~ccc. 303 o ~ 303 W fro ar W W CO 0) N W (0 t Ag O ENG N a d ° O ~t +rM 0)i +Mf O N ° d 8 DMMI BY: im 300 o 6 300 3( 9} _ t + Q> n t a 302 n 302 DATE: JULYMM _ N nd u~i + u~iw r- f -I v~i N N - APPWOVED BY. JOB < F vv < F 299 ini~ Q,; Q; i~ 299 31 301 301 "M JMYno1 ISCAM "NOM 5+00 6+00 7+00 7+00 8+00 9+00 1036002-004-54 PAGE 48 OF 54 PATES C COPYRIGHT 2001. ASH dt BROMINE ENGINEERING, INC. 4 N NOTE: 1. OfJAOIISH OLO ARNOLD ROAD. NiSTAII 4' TOP SOIL AND S®. PROPOSED BIKE PATfI MMG PHASE 2 PA1H TO DRAIN TO q SEE DETAIL ~ ( ) 2. SLOPE B1lE TCH, SHALL NOT BE CONSTRUCTED. N ,~M 3. SEE PROPOSED SIZE PLAN fOR MARK INFORMATKIN. ~(ISiING RCP CULVERTS ~ ~ ~ ~ ~ ~ . i- - - EbSiNG ARNOI.D RD. TO BE DO NOT DISTURB Q •a ~ h _ PIN.VERIZED, TOP. wI1H 4' OF TOP-SqL . ~ ' _ GRADE TO GRAIN TO ADJACENT DITCH. SOIL ~ ~ ~ ~ ~ • I • _ _ - n r.r - ; _ _ . ~I r e . , _ _ . ~ ; j 1 ~ - ~ ~ 4 ~ ~ ! . ~ . ' _ . _ . . , ~ l . ~ Rg, f ~ • ~ ~_4. ~ , ~ • • L _ ~i~~T4 ~ ° `1", < _ _ (r~ . _ _ _ _ _ _ M, v _ i, F l 7 MATCH TOP OF CREPE MYRTLE TREE (TYP.) I r ~ r ~ P11VEIi11ENT ELEVATIONS Lagerstroania k►dica s; ; ~ i r ~ jr j S" it I ~ 6' I' SIDEI r i I i i i 2 1 r i f EXISTING ARNOLD RD. TO BE ~T t PUlVER12TU, TOP ~1H 4' OF TOP-SOE. GRADE TO DRAIN TO ADJACENT gTCH. 1 Y BIKE PATH TCH LINE _ _ _ _ _ MA x- wl"}~- ~ I 8: R15 F ~ ~ , ~ j / j ' 00 f . • f , ~ ~ ~ c_ ~ I. ......i 1• R5' L ~ \ , i r 12'-9' L-. _ t_. , _ 1 I is r f SCALE: 1" = 20' i 4 e.. e JONIT SEALANT - SL1, 1 2" EXPANSION JOINT OR APPROVED EQUAL. ~ WOOD FLOAT FINISH MATERIAL AS SPECIFIED 1 t/2' MIN. OEPTH 4 -0 4 -0 8' 0" 2' TOPSgI BACKFlll SLOPE 1 4" PER 1'-0" SLOPE 1 4" PER 1'-0' 1/4" R(TYP.) 4' ~t~ - TYPICAL CONTRACiK~I JOINT, 5' SPACING TYPICAL EXPANSION JOINT, 100' SPACMG, ANO AT ALL O1HER JOINIINGS AND TRANSVERSE SPACING AT 5' CC 't WITH CONCRETE STRUCTURES LONGITUDINAL SPACING AT CENTER OF DATA. _ 2. SAND 0 18" CUSHION ~ CC, EW PREPARED SUBGRADE I ~ I STANDARD SECTION CONCRETE BIKE E!ATH SEC-nON T1 PLANE DO NOT MICLUDE 1ECEEEARY cow" "FOR CONETINICTION "PE"- N.T.S. DMWN BY: NOTE: LOCATNNI OF E)MMO EURM UTElnft VAUM @NOV^ 10 APPROXWAlM ONLY. MEW MAY DATE: NOVEMBER 2061 E1MT UTEJT= VAMCM ARE NOT ENOWR. TM COWRACTOR N WI EE FAMMONSMA VK R LOCATM APMVED BY: JDe. AND PROTECTING ALL EURM UINJ NM DATE: NOVA 2M SCALE: ~s SHONM © COPYRIGHT 2001. ASH do BROYME ENGINEERING, INC. 11036003-002-14 PAGE 8 OF 11 PAGES