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'" /( ~ ~ ~ "'\.. ~<( ~ ~. ~ ~-------------' , ,----~~================;~~~-~-~~~~~~-~~~~--- IF ~~ ~ ~ = - =1) MONITORINGo ",/ II I 0- Ul:LL II I TO IEMAIN \I I ~I : if = = = = = =~ = -T-==--=-..:=---=---=-..:=----=-=--=--=-..:=-..:=--=--=--=---=-..:=---~..,.,. II (I " .~ \I wI ~ I ~ il ~: l. 0EM0l-1~ ~T:===T~~=; [=-=I~T=n.~' I lb-.'-=== CONe. Ct.R5 t I I \ I or~, r-~ I f-----r--... --uP\-- J I!) 'II : - i" ~ i · ~ ~~ =_=_=-==-==.1 :: I I ..==== _=..Ji I a -' I ~ . 'wl r-------------~r--r----~ ,I' 'i! I EXl&TING 1(\1 I ';! u..- I I' n I c:oNCIETE ~~:: :: : JA\lIt::.S CONEY ~ ~ f Ole ~r: : ~~~ON : : \ISL/-\ND : ~ ~\ . I I /' 1\ ' " I I ~ U ~ I =:~ ~ = ~ = I t m n: ' " I \ 'i ~ : I 1 ~ UW4', t L I So ~ . I fjL'___O---r,--~-------J- 1-----' 1:;1 ; I, "0 ;:::.. -9"'-..J \...J "1--______-J I 1 I a f!=r=-=- 'I lJ I ~. I DEI1OLI61-1 EXI&T. ". = = = = "': :' : I I DEI1OLI6H 1[\ =~ i~===~~L____===~==~~~;;;:-;,~) \ \~,F~ I Fo..NDATION& r_---C======J-..." I \V) EX/&TINGI~' I'lEI1OYE EXt&T_ I--- NO ~ L~1llGo AND I I I .-EJ"EMT Fo..NDATION I I I I MONITOR~ I I I "" --- I I '7 ~ ~f:'~ - - - - _11~ ffi9!iUlYll.~Uir.'.J.!ljL _I- - - - - - - - - - - - - - - - - .}f ,: \\ I I MONITORINCs-€) I: I !l , ,I uELL !' t (I I I TO Fe1AIN !, b ~~'~r8L~"~~~~~~=~~~~~ ==~~$r7'~~- . 00 '\ 7't7..J . . I I _ -r- _ -- -' - - -- -Aj,- .;s ~g ~ # - - - - - - - - - ~ - ~~- _~~~-~t=~~~=~===~=~!~=~~~~~J~~~~==- ~,~ ~, -;L~"_"____:-=-~Tr~ _ - - ~ISt2:.6AS-,,--1NE fO!EMOVE EXIST \ / EXIST ~ €". ~~.EXle,T 12' WATER LINE .y 5TO ~j.) ~~ CONC. CURe SEWER '.J ~..." ~ AND PAY1NG MAN'-lOLE . E><I&T J FltreE ~T I!T. (.&16" ACfrE&) let ' !T" ~' REVlStONS GENEfUL. flEVI&tON feleelE ENTlfE &l-EET 4Z>>'-1&-~1 It .... 6F. ~ epACE It.... &1=. .' ~ ;. ! " .. J2 'Me J2 .y -9 -9 -9 .y 6.-. .. ' " .4-' . - "; k~.~~~81~ , ,0:51& ;{ACFe6 '(22}'41& Sr. ~' L-AND I OUT :C?F THE J.E.' & :, L.EAGUE; ABSTRACT NO. . COL.L.EGE STATIoN, TE)(, ,UNIVERSITY DRIve AT C , STFeET ~ W JJ.I OEMOL-I~ OC EXI&T. L-aJIII8FOR .- ACCI!&& d) "J: ~ ::J 'J: U ~ ~ ~ ~ I? ~ ~ (Q) c::::I I? ~ \}=' WJi @ ~: ~ ~: \}=' ~. >- ~ d ~d LlJi8 ~.I'. Org{~ IY6 ~ a @f IYb (Q ~ I}= c:= qfh @f nru ~ c= ~ 2 . :I (0' ~ I!XI&TNi W , NOe~fIt ~ >: ~,. (i it- ~i ~~ \Q ~ X W 1:XI&tING c:::oNCN!TE ' Cl.RS . ~. ~ .," .: :-.~ -~- if Q l~Q~ 8 ':i EX1ST~ PRivATE EN~CE ROAD NO UJORJ< NOTEa eeE CIVIL - . ,f;) ~ - , ,)0- .. n ~ X w 2i ~ ~ ~ OEMOl-I66-4 EXI&TING &IGN eA&E AND FOl,HDATION EXI&TINCi 6A& HETER EXI&TINGI WATE~ METER IN PIT ',' ... .;; ~;l 1i'LJ"-~_,.,.!'" -. .-- -----.- c z cC ....I UJ EXIST. (2) \eo SlM 6EUE~ :'1., EXI&TINGt WA TEfl! vALve ~ a.ne eeE &/A2 EXI&T. &TOFiM SEUER MAN~L EXIST. -42" ReP 5TH SE ------------ ext&TING IOATER vALve EXIST\NGI ,-&T~-"-..- EXI&TINCi 6A6 METER EXI&TINGI UJ.A TElIit METE~ IN PIT .; EXIST. G.T E MANHOLE no BE REUJORKE D t31' . 6t~ ~~!~~n1inooo (p)~fAOO UNlVER5lTY DRIve (ft1 6(2)) ',~NU: url~:"r 4.1..1 EXISTINGI "-aT~'- U--Cl 0UIIt .-...,..w - I .~ ..."., 'lllJ ..,. U --' U '~ ~. fl....... ....... . ....... ....,.............. EXI5TI~ 0J.t POUE LINES ~ ...... ... .... N" 45-40'00. ..... LNC<<''' ..... .. IP. ~,"" ~ r W ~ r <D I ~ =:J ~ o wi 01 ail ....1 r-I I I I~&& ,l:A&EHENT 2!;')(22.1' JAMES CONEY ISLAND ~ IAGK ... AI&''' IP_ eoLI) eT. ......,.. 100 In" -. ~ ~ -~~' _._"i./ I I I I I I , ...>.~'" I I I wi ~I ...J, 21 01 dl ~I wI 01 ~I - I ~I I I 1 I 1 I 1 I I I I I I I .. , ..... . . .-.A. . ' - \.. ARC~lf!:CTURAL SITE PLAN NOTE~ UJ LIJ ..=t .c .., DEMOLITION SITE PLAN NOTES l CON&Tf'1ICTlON OF ALL ~vEUlAY& IN &1lEET fIt~T-OP-UJAY 6AALL eE IN ~ WlT14 ne TEXA& DIf"~ OF ..eAt... ~ ANt> flUBL.IC &AFETY 6fDEClFlcATION& ~ CITY OF COLLEGE 6TATION &T ANC>AtleD6 ,6/J AflPLIC.Ael.J~, 2. &fDECIAL CAIE ewA'->-L ee TAKEN UJt1l.l NEW cael1llJCTlQN ALClNGI AC>JACENT .-.-, E.cn LINE&. ADJACENT fDIlI-. _ttTt &H~ BE AL TePEP ONL. y ,6/J 6fDECFICAU.. Y tEQlIIlIIED IN TJ.E&e ~ ANt:> efII!CFlCATIClN&t AND et-IAU ee fE&TOIED TO 0IltIG1NAL CQNI:)ITION ey ne CON11ItACTOfIl F ~ PAI'WiE oc::cuf'A >'- 3. Il&EIIl TO CIVIL. ~ ~"ELEC'f1IitICAL ~ FOIIt ALL UTlLITl" 8EftVICE& TO AND QN ne &lTE. -4. ~ AND IfIIIltlGATION 6Y&'1'EH& AlE PART OF TI4I& CONTRACT. &EE L.AND6CAJ'=IE PLAN AND ne 6flII!CFlCATlON& FOfIt AL..L 1IIEQJI~ &. CON11ItACTOIIt 6I4ALL NOT fE&,..;T ACCEe6 TO AC>JACENT ew.olN&&. . ' 6. f.4AtI)lCNI P~ &PACE& NJ &WOlIN QN ne &rtE PLAN ~ BE pe&ICiN.ATED.eY.AeOVE~ 6ICiN AT EAC4-4 rACE fIIEl't 6TATE AM:> AfIPIL.lCAeI F CODE-6TAtO~ UITW ~ &PACE eeTUEel EAOo4. v.rrw .. uoe PAINTeD UI-IITE &TfltIP& AT 12' ot:.. fII'OVIC>E cCNC:MTE. lUMP AT 6IC>E\UAl..K6 NJ C>E&lCiNATED..6COIE AT .' .oc. . &LOPEC> AT 12. ~ MAXt'U"t (&EE FL~ .-LAW .~DI! NGlN-&K1P FlNl5l ' 1.. CClNCfIIETE ~ fItAt'IP& ANt> DEL.I~ fItAl'1P - &COle AT .' ot:.. UlTH NGlN-eKIt) FINI&I-I. &EE &fIEcIP1CATION&. e. eee e.EET A2 ANt:> CML ~ FOFt W-Avt:t"ENT DETA\L6. ~ eee GJ!QTEQNCAL NvE6TIGATION FOIIt ne fECOII eoeo, P..V\NCIf TWIQlOE&6 ANt> eA&E fE~6. ',' "'. &~ 6WA!-L ee Htl -4' 11-IICK WI...... .X6xtA11A u.ELOI!O WIfE , p:~c TY'fDICAI- .' lL AM'1 tAL. T PAYMi TO ee 1 112- 11-ItCK 0YEfIt .' CRJII ED (;Q'PACTEO L.1I"E6TONE eA&E. &EE cIVIL. ~ 12.I!X1&r.- MONlT~ UELL& LOCATED IN p~ ,AJeA /tIE NOT TO ee c>1&'1'LR5EP. ~ CON11ItACTOft.~-,L.. CXlNTACTs KEJ. CON6UL TANfe INC. ATT'N. t1R I'1IQoI.AEL 6TAFFu..ENO, pJ:. (&12) 68tD-,16' IEF. fIIIlfOJECT NO. Me' L.-&T IC> NO. 4!332& l CON11ItACTOR &I4ALL OBTAIN AND PAY ~ ALL pefCMlTS HECE&&APn" TO ~ 1 DEMOlITION WOIlIK wm.UN T~ .-...oF'EJItt'T" LINE .tND IN nE &TfiEET ~-OF-WAY. 2. CQIlTRACTOR &IoW-l COOR'INATE lIITI-I TIE LOCAL UTILITY CClt'P,4HIE& POflt -ne OI6COt'lECTION ANP P\..UGGIHCi OF ALL flUeLlC utlLITIE6 ~ 6~& UA-41~ AlE TO ee DEMOLNMt!D. 3. OEt1OL.lTlON OF eTN!ET cue& ... ~ ON 11-416 PLAN AlE TO eE nE MJoIt'U'1 fEQU\1Et1INT FOIIt NEW CON6TPIJCTION. nE CONl'flACTotlt 61 W-l ee fE6PON6lBLE FOfIt fEfDL.ACINGt ANC>/OIlt 1'EP~ AN"( OTI4ER QIIIIIS'& IEGUuet'i PEHOLITION IN OfIIIDEfIt TO Pe~ 1eLI CON&1l'LICT1ON. . . -4. ~OR 54......l ~ ANC> W-AY POflt ..aOCATlON OF ~ ..~NO~""'''' ...~ DEMOLmQN N ~ TO,~ 1 NEW CON6T1115JC'1'tON. &. ne CGJN'11IUCTOR &I4AU. PAOVIDE AND MAINTAIN ALL &1GN AND ~& ANt:> ~IC CGJNTIltOl M flEGUI1lE> ey ALL ~lNCi AIJ'1'I4ORITIE& TO "*IE MAXIM.I'1 &,AFETY TO ALL fIEC>E&~ v&I1CLE& AM) ~lNGI I!5UlLDlNCiI AtO unut'E& ~ AU. fIW,ME& CfI' nE CON&TIlIUCTION. 6. >>rr p.AI'1A6E TO EXI&TING &118 ~ OR ~ING , ~&, f\II!SLlC OR ~ATE.!5Y nE ~OR 6IotAll ee fE,.AnreP OR ~ AT 1lE ~0flt'6 EXf'EN&E. 1.. OPEN ~& AT 1"'Ew. ..IEfIt 0IIt EXI&TING W-AVINCi OR ~ NEW CClN&TfII1JCTION ~l ee fIV'FEP FflEE OF &TANDING UJ.ATEfIt AT AU. Tt'E&. .. eee CIVIL p~ fOIIt ~ 6I4OfItlNG ANt:> Ff'O TECT\ON ~6. 51TE AREA MET~OD: 22,-41& &QL1A1E FEET AfI>(!)(t) X 34Z) - .1& POINTS 1/2 TO 6E CANOPY TREE&- 338 poINTS OTHER LAND8CAPINGI · 331 POINTS 314- BLACK ~ NO. 12 CirA!1lUt geL. .~ CitALv. URN: ,_ 21c2" &QIC) ~ 6TAI<E& v= ~ ~ - "'~ ".Ll, '.b'J4:.~~.:~ ",---""',',.... .~'_. 1'" -- 3" 141Ci14 ~ um& 2' LAYER CP I"II..CIoI a-te ~ ru.c:w d It) - SOL MIX /16 6flECFIED 02- 25-91 DATE A1 ~ ~ 0) Ip :~ :en I I I I HOOge S1 JOB NUMBER WOP / KWB DRAWN BY ~. 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NOTE I ED POST e'.10' CREOSOTE ] of e! ;N GROUND FINISY o', P i-MECHANIF~LU' COMPACTED AT 6' LIFTS TO 8311 STANOAW pROCTCR lA$TM M5371 AT MINIMUM 2% OVER OPTIMUM ,~ MOISiuRE (LNU~S SPEgfIED OTHERWISE ON BANS) MANHOLE RISER PIPE. WSTALL PLUMB L B SET BEFORE POURING BASE Q= (HEIGHT DETERMWEO 8Y pAMETER OF Ej SEWER PIPE B NOTCH OUT SIZE ) PIPE AT CENT M OF MANHOLE RISER SET BOT~~j OF PIPE ;~r8. j SEE SPE~IAI NOTE 3 x.3000 PSI CONCRETE (SEE SPECIAL NOTE 2) SPECUM. NOTES` I• ALL :DINTS AT MANHOLE SECTIONS B OTHER OPEN OR COLD JOWYS, JR LIFTWG HOLES SHALL BE THOROUGHLY FILLED w~TN $YNCO•FU:X OR OTHER IiPPROVED MASTIC WATERPROOfIN~ _ MATERI . NAS.P.1.) CMS T~ ~TOMR.AGNG ADdTISONAL S~IONSR MNIMUM OF 24 }POUR BASE ON RRM UNgSTURBEO 901E IF 901E IS WET MUDDY OR SOFT THEN UNDERCUT UNSTABLE MATERIAL B BACKkILI, WITH CpAPAC~ED CRUSHED STONE OR GRAYEL. (NASP.I.) 4 SEE SPECIRCATION 520 DETECTOR TAPE FOR INSTALLAfiION AT MANHOLES. DETAIL= I -A PRECAST MANHOLE (ASTM C478) M d WYE I~ JQNT DUCTILE WON PPE, CLASS S2 W/B MA. ~•,I POLYWRAP vGT oR Pvc RPE T • _ -- Eo ADAPTOR MAN GR ONE AKRC ~AAlAEX1 Jl~1,~~ I ~ MR~N II / pETA~~ ~ PROP CONNECTION :D EARTH rr - 97 IvELm y,~tu w ~ 10~'~~~ ~~(N 1F pppnNAYS c N ~STANDARO MANHOLE RING---~- 3 COVER (SEE DETAIL a~al 3OQp PSI CONCRETE DUOUTHIC POl#I N g 4'•D' I - - - >. . ®` ISEE GEN. N07E 31 ~- (SEE GEN. NOTE I) OMIT FOR WITULL. POURIN, Gf 2'THK.2000 PSI CAP OONCRETE WHEN fI.RST WALL SECTpN IS NOT CONSTRUCTED WITH f00TING. DETAIL= I - B STANDARD CAST•IN•PIACE MANHOLE YELLOW BACKGROUNDBLACK LETTERING WARN G UNDERGROUND SEWER p CONTACT CITY OF COLLEGE STATION BEFORE EXCAVATING 0 14~ , DETA~L'• I-E SEWER WARNING SIGN PECIAL NDTE~ FURNISH AS SNDWN ON PLANS 0 ON ALL MANHOLE SIGN POSTS. POSTS TO BE 4~ TOP pIAMETIE BT IO~d LONG, CREOSOTED, SET ~D• DEEP. (FLAS.P.U SIGNS TO BE OONSTRUCTED FROM 20 GA. STEEL BAKED ON ENAMEL flNISH. FURNISH ONE SIGN ANO POST FOR EACH MANHOLE INSTALLED. FURNISH ONE REPLACEMENT SIGN FOR EACH TYPE SIGN INSTALLED (N.AS.P. L 1 • WHTTE BACKGROUND lLAC% LETTERNlG M HOLE SENSITIVE N0. ~ IIFIEA BESIC 5Ka1 W3 BEEN o PpIN1E0. 10' DE~AI~;;~'F frtE I~~CATION SIGN BADE BRINGS T&~ RTARE BRICK 8 MORTAR A$ G ADE ED TO RaiSE TO DETAIL= I -C TRANSITION DETAIL fOR 5~ 9 6' DIA. CAST•IN•PLACE MANHOLES uc~~~~ ••-.-- PLACE CONCPETE I ~ ALL TYPE MANHOLES, EXCAVATE R TOASFIRMN901 RMAND I B CKFII.L R WITH STANDARD GRADATION CRUSHED `.TONE. 2' ~ g~pSE Ip-Njp fIRSTMSECTIONSOF WALIF;OTING AOORIONA INIwUM FOR2MS ANUO p~Aq G SETTIN.^i CONCRETE IN FORMS. 3. PRECAST MANHOLE SECTIONS SHALL CJNFORN TO ASTM C4TB. JOINTS SHAH BE ~0' RWG W C~T~B,DSEWCTION T,ODESIGNNNTHE NIN NUMBED THICKNESS FOR MANHOLE RISERS SHA_l BE A9 USTED UHOER WALL '8' IN THE 'CLASS TABLES' Of ASTM C76, REINFORCED CONCRETE RPE 4. MANHOLE LOVERS WILL BE MARKED 'SANITARY SEWERS PICK BARS/OR L11G5 SHALL ALSC BE CASE N AUWHOLE COVERS. NO OPEN HOLES 0.10WID NI COVER. THE CAST OtON RING AIO COVER ',HALL BE FURNISHED B INSTAL.ED BY CONTRACI'JR. 5. MANHOLE BASE OR FOOTING THICKNESS AS FOLLOWS MANHOLE DEPTH (FT.1 THICKNESS (IN.1 0.8 nl B•I2 G 12 B OVER natt ~' .Y NI z I fa 4 ~ a ;, 6g ~~ a' 0- S'•0~ 8 6'•0' M;k 6 MAN _' ~. ~~' 1', e MIN. >, ~~ CITY OF COLLEGE STATION \/ WATER DEPARTMENT .~ APPURTENANCE SHEETS 1 HOLE DETAILS S.3/l t ! -1`,FOR $ 8 6~ DIA MH ISEE DET4i~4C1 II T ,- ~ & REQUIRED BY CITY STM. SWR. . ) ~. ~~ '" ,/\ t'1" PLACED 'V S SHOWN I 7" . . 9" , lAME [NO ~IECE E ,W, ~ fa ~ ~~ ~ ~ ,~ -- _ .r OllATE .Ul'~OllT ~ 'IIIIIIl ,: , .": ./ .Je"- : ~;[, ., '';','1..' <> E X 1St I n 9 ---' _ .... . '" _' . ..'. ..' TCM t_ - Pavement ..Dl7". :. .0 '.' .~~ :".CM~"Pf. V:, ~ ' 9" C- ,....?~ 'n'A~', .<y'y.j..~/~\...~.,,,:o ., " ~ : -< ' 4,,-;,,", :".:" ,~~ ,i:~;,f . ... l7" L ~ 31/2" 18" 18" o ~~ ~..J" ~ ~ ~/ ~ ~ ,t . ~ ,'''' 7 7l'7 / . 1. MEENAH FOUNDRY "A" ORATE OPENING ERN;t6'e R.- - HEAVY DUTY. 2. "EENAR" Y FRAKE WITH ANCHOR LUGS, TYP "X" F ME 36" LENGTHS WI END RAIlE S OMS. 3. NO 6 DEFORMED STEEL R~INFORCING PARS, CONTlNU 30 DIAIIETER LAPS, CEIl AS SHOWN. 18" 12" 18" ~ , -- N:~RD~, 5 0 3"1 9" "'~ I ~;!) '" '-- ~ 12" 12" 5. 6. NO. 4 6 DEFORMED STEEL REINFORCING BARS, DIMENSIONED AS CUTUS. Dam YAlIES - SO PLAN. PAYING SlCTION - SEI DETAIL. OWN, ON lZ" 7. LlftE STABILIZED SUBGRADE, 6" DEPTH WITH 26 LOS. OF HYDRATED LIME PER SO. YD. AND COftPACTED TO 95\ STANDARD PROCTOR DENSITY. ' ~ - - _ -r- .... .,.....:::: /" ..... RIM El.. 32.61 rc 2""' "-- I j ~ -- --- - - - Tn c..... - N.T.S. :p n-A I N (N Ie) - - -- - - - - ..... ....... .... .:r ~ - PROP. 12- P. V. C. STORM SEWER ~ \"'!'"'I ^ ~.get\ T PROP. MORTAR GROUT I FOR WATERTIGHT SEAL-1 f/~ \ '\ ( 1 EXIST. 148" R.C.P. STM. SWR. I I EXIST. 36" I R.C.P. STM. SWR. I I ~It= 27.!S~ ) Il= 27.881 -.i I 8R1CKWASONRf' AND PIPE roBE ....... JOINED INTO ONE :..:... SOLID MASS WITH MORTAr:t C) w z z ~ ~ LI. U. o ~ ~ 6.0 0.0 10.0 I 1 ' *1 . , :i % fI' :t: CI\ . .....J I-~ ~ 0..J 0..J ~ ~~ ~~ ~ ~5 ~5 z ....z t-! ~ )( - )((\1 II) W GO LtJ_ I I I I I I ~ SECTION A- B I - 2. - ~ - .. - 4.9 - .. Sid. ~/4 rMlnl ; Cov.r - -~$""il'!S. ~#G-S '--ll ~ ,~ N C)<C( ~ G:3 -'H2'~ I~ ~ ~~ ~ <<- i a: : I 1 ~ ~~ 40 8-~ !~RETE ~, 8 ~. a en 16 -, "" ~; N ~~ ~ .. ~ .: ' ~ - 0.", 0 W~ ~ R_ ~ J tr::''';~:;ji ~~ eqt~l I , :g ~::; :iw ~ ~ ~ ~ A ~~'~i!.~lT' ~ ~~ t~ ~ ~ ~ I ~':,:...,/:tr;1 ;.i=!I : I ,~ ~ C3 Ii.. ,',"'11." If' 1 ,~ "4..1;, "''' ~ ~ Cc1 ,:..,,<Ii~. : ,,~~ Ii; ::: ~ :.:f~ ! 4' - 0" ~ S~ . 10 ;,.t I 1 ;, ' 0:- _ ;,.l. I I I .. c:.r:~: I ~ '\, -: f Ot- ~ .~)~i I .1' ~ B L&.~ IS" i tIti :I,-~ --1- -1 ~ J~. 1 ~ ~ .....i-..-- J . I,.. - ~ -==-- ~ ~~ ~. -=~. ... ' , "'",, ,'....' PtI"",,,,,tJ/ll-/I!c ,//h """"htJ/~b.lsr t CAST IRON MANHOLE STEP STANDARD DROP "~sTANDARD SAN. SIDE VIEW MAN-iOLE I SEW. MANHOLE P/~c~II1(:.st'st("p.sli1q'Milnhok'.s/8"Cloc. ~~::Jn~';;;fo:/;::n of Syml11"riC4/ dIJovf ( -L~~ r A ~" 1 ELEVA10N /(,fL"SECTION _ ~[l b- A~1j ~EC.A-A ,Il.' ., " ~r-' SY2 4!r- END VIE:wor CAST IRON STEP ~ 0 . :. ~ t') I ETC. I .. ETC. CONTRACTOR WILL BE PAID PRICE BID FOR STANDARD MANHOLE DROP. FOR EliCH DROP CONSTRUCTED AND FOR EXTRA HEIGHT DROP AS NOTED. "'SHOWING SECTION OF . 8" BRICK :. ", ,'.' "0.:':.~...~~ MANHOLE .- ,'. ~, . 's'" '.'" WALL. r ,,, " ,. ," 14-" I ",'''.1,'\,'' ",' 11- " .." .~ ." . ... ~',~~ ' ~~~r- Jd-r . t""~""",,,. ~-. . "....' '. ",,;:- :: 5- , I ., " ...."', ,. ,,- --. ~ TYPE II I" MAN HOLE STANDARD N.T,S. ~~I r~ x 15" I~ .;-. 7 ~ PROP. PVM'T. ..~ 1~r-LONG'TUD'NALI/2" ~ -"'""....... 3"1 1- 24" SEE PLAN FOR L SECTION " WIDTH OF ENTRANCE EXIST. CURB a GUTTER ~ /TOPOF PROP DRIVEWAY t PAVEMENT . CURB 1"'" MATCH EXISr.-J LGUTTER CURB a GUTTER FLOW LINE +, 13" J ,," ", (0' ~' ! I I I , I I ",,'t> I'" \ ./ ,,0. ", (0' ~' " .J , <l' c ~v t> 4-' ;a vO" ~ + l&J;'" C> c a: o .... Ul o z o o -.,. S }~ A GS ALPHA-BETA -STORY BLDG. q," "," '"," I v' ",'" I ~(o \ -..J "':t: ::t: Q.. V)~ "':t::::. w -C\I t EX 1ST. :=::: PVM'T I"- ,} .W,M, -- ::t:Cl::: \.:lC;) ~\ ~, \. "'~ ", GRASS III a: ~ o c..i z o o \, I I I ,,'" , ","" ,," ",or -- ~ 0.. -- PARKI NG B :::E LOAD I NG 00 c a: LARD ,,/RAMP '00, "> (0' ~ + 'o'!> Ped (0"> 0 ~' + ....0, ",'" ,,0 ,,-v' ",'0' (0' PI', 0: ~ (/) ~u-- ELECTRICAL S VICE CONNECTION (SEE ELECTRIC DWGS.) o o o o o o PI' ~ -00 :. Top Enl curb~~ 36,,'-3 ,,: " It., N.G 36~Ped, 0 KP '~~c:, roW,M. '\ .W.M, ~ BOLLAR,~ "CA~c-::;ir -... '" I /~/WI "D. "-. ,0\ 0 W.M, 8 SAN. WR. _ I/<. MH +",'0:....... W,M- ROUGH GRAVEL ,./'f "" -:';'. 0.tcl' DR I VEl /"............ " " 'cl' ,I ,~:. 'b .' "" . v \ I .........RO UGH " '...... I ..........j, "~"~ '......, : C,O:~~H;"\ ~ "-,,- I I I: ':. L.., ';.' ~ ~ . I ~'I J ... J'" i.... 7 ." .: "," ",' ~ '"-' 'J ...... +: 1 , + "> +"'~ ~, ~ ~ "', "'''''~ J I~ ~.~- .,~;,.' I ~ -;; ::.....-.::'.;.~:. ';:.,'.; ." .'.'~., ~, ,~~~ j g . COVERED CONC, SIDEWALK' l&J . e... : :.. ~ .. . ,''', ~ :r . ~ -' '.' ::. ' ..~ ~ ..... 0,0. ~ 0 ",0 ",0.' > + 0'" I LOT I' EXIST. CURB a GUTTER . }", ,'j 'oJ ... '. ,_ 5' CONe. s/w -MATCH EXIST. CURB a GUTTER ~ MODIFIED-CURB a GUTTER , ~.~ r- ::~. I OOO[JOO~ 1f DOO[ '00 x II nnFlr Inn * ODOCJOO J" 000[000 OOOGJDO MOJU;fR I"/LU!D ~L5 mat *,'Jt6.~1!i ) Ar;:H 5/~ Ii. ~.~C~~P~N!~~~S~~:!~ - ~N__~_~U~~E~~I~ I~~L::~ DEPTH PAY MoRTAR -~ j PJl!IveMENt ..ill l_ - "t- I , \:1 !! fII' ~i I I - _8"\ ,..'...,.~.~~ '.:':...,:.1'.'~ -====- - x- ~ ~ Pt..AN PLAN ~ T GR.ATE! FRAME , t'-c.' ~ .. ,/~\ ..d'~' ,'', n ,.... 'r, ~=i= J-- - - -- il~ , secrIONY-Y T c:::::=:::=D I .:' .:J ;.. .. I . _":' ; -'. seCTION x-x. SECI/ON 8," ---- :F Nofe: INLEt MAY BE C4ST -IN-PLACE CONC~ETe,OR A/J APPROVED PIeE.CA6' CONcur€' BOX. ~ TYPE .A. INLET N.T.S. ,-FINISHED GRADE - SEE PLAN ~ ~ .r- BOTTOM ~ liME STABILIZED SUBGRAOE ,.. "..,~ . ., . .' . '. . .. '. ...... ~ , <i ' . . . "'. ~ : .. ~ ~ "T T " JOINT COMPOUNO~\ -;jT" .r ~f1!" PRIMER ON TONGUE--1 AND GROVE FACES ~ 6" 6" ~ MIN.1 r~ MIN. :6' .. . 16":' ~ r~ ~N~. .e' I ,: c ~ ~ . . ~ j,:..:"'; ...:-..~J..','. '. '<,~'. ".', :. ': :..';: ...,,:; :.~. < .. ....... '. , . , A - ,.'...". ~L- ~~~ J', CLASS -AA- PIPE BEDDING ~., CLASS "A" PIPE BEDDING A. CEMENT STABILIZED SAND PLACED PRIOR TO LAYING PIPE, . MINIMUM DEPTH OF 6". CEMENT STABILIZED SAND PLACED AFTER PIPE IS LAID UP TO BOTTOM OF THE LIME STABILIZED SUBGRADE. HAND TAMPED EARTH BACKFILL PLACED SAME DAY PIPE IS LAID UP TO FINISHED GRADE. USE CLASS, "AA" BEDDING UNDER ALL PAVEMENT. B. C. D. ~ PI P E N.15 BEDDIN G I I I / B -I- A '- " l- ............... ~~ '...... j,<?O:......" ~.<.c ><~ "- 0/ (/ ,o~ ........ , l' ........ 0........ "=>S /< ........ ..~ / / ........ , ~ l')- "-. 19', </ ........ P. 19 IS' +~ ........ O>f'IS'4? '...... 4"" ........ o ~ "" ' IS"J " .~ 7~ " , ..............."" ~l-....................... (2) - 2" EL~CTRICAL CONDUITS '- ........ (SEE ELEtTRICAL DWGS.) ........ "-. ............... "-,,- ~ """,- ............... '" "-. ~ ~ "-. '...... /.. ............... p.p '" ............... APPROVED FOR PERMITTINCi: o AS NOTED ON PLANS lET WITH ATTACHMENTS o W)'tt9}J=t; A TT ACHM~~TS By ~/I!JiI.uL Date -11 df./~i ~ fO! ASPHAL-r 'IFAT BURGER" J - S TOR Y B U I L DIN I;' PAR}~JNG F. F - 36.20 0" '"-" +'" q, 0.' +'" ",'" 0.' +'" '" \ ~:~ ASPI-JA LT PAR}<JNG I V ..; , GENERAL PARKING STR IPES 'b ,,'" ",' ", ,,0) 4" + ,,'" ..,. +'" ,,0. .., +'" LoT ).; , ",'0 .,. 0,'" "''l,' "-v,,, . (0' 0." . ..,' 0," v'" ",'l,' A,.. ($' 0.0 ",'" 0,'" A,.~' ",'l- (0 ....,...... ",'" q, v''';I." "-'(0' CONC, CUR B ~I ",",- , h ",'?q,'G ~~ PP..Ped, "- v(o",'l,' '-i: p, 1', PAD MOUNTED TRANS>.RM R (SEE ELECTRICAL DWO' l \ , I ~. EXISTING SJTE .- .....",,,,,,,.... .,...,,, ~ OF 1"... ~ ~~...*~) _.'ilN.N:~"" ....:..... ,-.. ... .............. ~"" ....... .;;~ ~..!Q/STt...~.,F~ ~S,... ...., f.#';LJ ONAL. ~V~ A ( err p.'~" - PLAN FOR P. r :--I~ ~ERVICE (NIC) SCAI~: ," - - ./"" --....., / ,. .' : .:lIlt'. tYPE.' D~ ASPHALT: tONe: .'. '.' .'. .' . ...... ....... . . .' . ..., V '\1V~<7f/~~VV<:1o:tq~ 6 " 7 1. 8 CRUSH LIMESTONE }:) v ~ lL b- 6t:>t>6 t:> /!,A1)AAtjl) A //. ,/"" .I' ,/ )) LIME STABILIZED SUBGRADE {60/o / J / ~; 1- //k'/Ik'//J \'Y/~/M " ; ~ GENERAL REVISION i B 11EISSUE ENTIRE } "'-i SHEET 03/18/91 f' , "'~ "I .'^-.....~,,_. ,-,/-- INS IJNS CONSULT IN G. d. INc. EN GIN E E R S I I N C. 11211 KATY FREEWAY, SUITE 420 H 0 U S TON , T E X AS 77084 (713) 973-9139 CD PAVEM:~T SECTION (1) Cl -1 <.( Z o Cl <.J\ 2: ~ 4~fC '~%~oo( ~ ~~ ~ t ~/! ',.,~ i1 .: 1Il..., II) ~'W)'~..- ~ , .~c.;;--",,~ REVISIONS &. GENERAL REVISION REISSUE ENTIRE SHEET 03/18/91 &,4/29/91 REQUIRE[ BY CITY STM. SWR Q Z CC ....I en en C )C III .... Z o - .... C .... eI) 1&1 " 11.I ::t o .U >- W Z o o III & ~ )l- t- - . II: III > Z ::>> en w :E CC ..., P Ii: ~_ 3 -18- 91 DATE H 0098S I JNS 095-03 JOB NUMBER R.A. DRAWN BY C2 2 OF 35 ~ .. ALTERNATE BID ITEM CONTRACTOR TO PROVIDE PRICE FOR 11/2" TYPE' [:' ASPHALT CONC., 6" CRUSH LIMESTONE AND 6" LIME STABILIZED SUBGRADE (6%) Hermes Reed Hindman Architects 8100 WESTGLEN DRIVE HOUSTON ..'TEXAS 77063 NEMBERS A.I.A. 713/785-364. tL~ 100 SECOND AvtNUE N. NASHVILLE. TENNESSEE 37201 "EMBERS A..I.A. a15/24&-21O,3 ~