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Prelim. Storm Plan--ROYAL LN .......... . .... -' STA 0+30 ~ LAT C-ll STA 0+30 ~ LAT C-lO INSTALLs INSTALL= 1-I0' CURB INLET 1-I0' CURB INLET STA 0+30 ~ LAT C-12 ENO PROP. 24' PCP ' "'~ FL 24'=514.5 FL 24'=514.5 INSTALL= x TOP INLET=518.5 TOP INLET=518.5 1-10' CURB NLET FL 24'=514.2 \ ~.. ~ .... -4'0~ ~NLET~ 8.~ 52'2 ,- : -,..._ ......... ~=..- ....... :-.-.-..,- ,:':." ' .... '-- s~. sO / ~o ..... : ....... :" .... ' '" :: ....... : I ' -~ ': ..................... · : ..~ ...... L ....... : i ............... : ............. '- '; .................. .. ..'., I~ ......... ::::": ....... , .............. ENO PROP, ]6" PCP LI~E C x ENO PROP, ~8~ PCP LINE C , .>:'..,. ----..: BEGIN PROP, Z4' PCP ~AT C-1Z '"' BEGIN PROP, S6" PCP LINE C.: - , ...... ::: FL ~4~=51~,70 BEGIN PROP, ~4" PCP LAT C;11 ' FL ~6~=51~,20 '~ FL ~--..' .... " :< FL 36'=5t2,90 FL 48'=512,90 :': .... EX/STING BUILDING ... : BUILDING -=:.-. ':': 600,000 SO. 350,000 ...... ..:=. F.F. ELEV. = 524.2 F.F. ELEV ~:'. :_:: ...... < ~.,jSTA-5+30 :'~ LINE B STA 3+55 ~ LINE B ~' '-~"' = STA 0+00 LAT .... .... "= '~BEGIN PROP, 24'PCP ~ ~O PROP, 60' PCP LINE B "" ?' BEGIN PROP, 46' PCP LINE ~ ....... '-'- .... ,~='-:-:-- FL Z4'=51t,82 ._ ':~ .... t_::. FL 48'=510,82 BEGIN PROP, Z4' ~CP LAT . _ ,.~?c ....~ -~ - ~ :"-:: ~ .--.. -. _--.: ...................... :: ......................... -- STA 7+43 - tINE ~ .......... ~-~0' CUR8 iN[iT'-T? ,t ...... ........ ._ : :- :":.- . ::- -." :-. "::'"- ............. ._ ' ..... ~0 P8OP, 36' PCP "~ FL ~4'=513,~ ' · ..... i -q~ ....... : · -..-' ..-.- ................,- - - '-' -- / ~' INLET=517,7 :- ,..,_. , : . INSTALL 1-6 GRATE NL~T,.~Tj 1-I0' CURB INLET ........................... ......... .2 %,-: :5-' . -- -~ ..... :-L...~ ~.'~ ~. .. , ...... ...., :-..._ :.:: ................. :..._.:_..-,:::....:._.:...::.::=_:_. ...... ,. ....... =====================================':~..-/ ~ . ~x.5~ ::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::'::::::;:::::~:~:':~L ~Y;~ ~° ::: ~':'::-':':'-7:;" :"~'~ 'g' " .... ' ..... : ..... ... _':: .- . ..... , : :.:- ....:.: :: L -.:.: ' :..: .... =:' "--- :::: ' '" :'::'::' :" '" : .'~"~: ." ;~ ' ....................~'.- ............ ~ ' ~ CONNECT TO EXIST. 2%0 PCP ':""'~ ~ . STORM FL 2-60 =508,20 FL 2-5'x5' BC=508.20 ""~ ~.,~ : · :'""i' '. ,% % STA 7+43 - ~INE A _ ~J~ = STA 0+00 LINE O ~,~:~ ~ BEGIN PROP. 60'PCP LINE D . ~i~ ~ FL 60'~507B ..... - ~ : ~ FL 2-5 x5 BC=508.18-." ',~ ~ STUB 5 LF 60' PCP FOR . ,:' : ~' . ~ : FUTURE ~TORM DRAIN (NW) I, .= STA ¢00 LAT A-~ FL 24'=509.54 FL 2-5'x5' BC=508.04 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (SW) 0+00 LAT A-3 : ~IN PROP, 24' PCP FL 24'=508.96 FL 2-5'X5' BC=507.46 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (SW) STA 2+43 ~ LINE A ~ STA 0+00 LAT A-2 BEGIN PROP. 24' PCP ~FL 24'=508.43 FL 2-5'X5' BC=506.93 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (SW) STA 0+00 ~ LINE A INSTALL I-STANDARD HEADWALL · PER ~TY STANDARDS FL Z~5' BC=506J2 ............ --- ~r .... .f~. ........... ,,.j ....... : ....... .... :: STA ....... ENO PROP. 48' PCP LANE B ':-' ........ BEGIN PROP. ~6.'-PCP LINE B INSTALL~ ~ ' ' . . BEGIN PROP, 24' PCP LAT~ B-8 1-10' CURB: INLET ........................ FL;" 24'=511.83 FL 24'=513~1 / -" :: FL 36'=510,83 TOP INLET=517,1 / : FL 4B'=510,83 STUB 5 LF 24,' PCP FOR FUTURE STORM DRAIN (E)/ / - / ........... STA 0+35 ~ LAT INSTALL= 1-0 CURB INLET ......... FL Z4'=51S.1 : TOP INLET=517.1 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (E) STA 1+65 ~ LINE A = STA 0+00 LAT A-1 '~! BEGIN ,P, ROP. 24' RCP ~ FL 24 =50,8.23 FL 2-5'x5 8?506.73 STUB 5 LF 24 RCP FOR ,. FUTURE STORM DRAIN CNW) -LOT pROPOSED' AUGUST 2 RE-PLA T 2003 STA 0+30 ~ LAT C-9 INSTALL= 1-10' CURB iNLET FL 24'=514.5 TOP INLET=518.5 = STA 0+00 LAT C-I0 BEG~ PROP, 24' PCP FU24'=513.46 FL 48'=512.46 STA 20+08 ~ LINE C = STA 0+00 LAT C-9 BEGIN PROP, 24' PCP FL 24'=513.02 FL 4B'=512.02 / STA 0+70~ LAT C-8 ENO: PROP. 24' PCP INSTALL~ I-4 GRATE INLET FL 24'=518.5 I EXPANSION SQ. FT. ="- 524.2 STA 2+02 ~ LINE B BEGIN PROP, 24'RCP/ FL 24'=511,50 FL 48'=510.00 F'~:'~' t A qSTALL~ ............. =~ .......... 1-10' CURB tNLF. T FL-24'=513, T INLET=517,T TA 3+62 LINE B STA 18+37 ~ LINE; C /= STA 0+00 LAT C-8 /ENO PROP. 54' PCP LiNE C /BEGIN PROP. 48' RCP LINE C /BEGIN PROP. 24' RCP LAT / FL 24'=512.59 ~ FL 48'=511.59 / FL 54'=511,59 STA 18+20 ~ LINE C BEGIN PROP. 24' FL 24';511.40 FL 48'=510.40 INSTALL= 1-54'XgO'BEND FL 54'=511.55 INSTALL~ 1-5'CURB INLET FL 24'=517.5 TOP INLET=521,5 STA 0+35 LAT B-4 1-10'CURB INLET FL 24'=513,1 " TOP INLET=517.1 STUB 5 LF 24'RCP FOR ~UTURE STORM DRAIN (E) STA 2+10 ~ LINE B = STA 0+00 LAT B-4 BEGIN PROP, 24' PCP FL 24'=511.52 FL 48'=510.02 STA 17+62 ~ LINE C ~ END PROP, 60' RCP LINE C BEGIN PROP. 54' PCP LINE C BEGIN PROP. 24' PCP LAT C'7 FL 24'=5t2.66 FL 54'=511.41 FL G0'=511.41 g e' STA 0 40 LAT C-6. .... ~ ~"" i , ~ENO PROP, 24' RCP ............ ' ' = STA 0+00 LAT C-6 .. ~ ......' FL 60'=510.60 ~ENo PROP. 24' PCP BEGIN PROP. 24' RCP ,,~_L; . r ..... /INSTALL~ FL 24'=511,~6 Ek-~,~8'=509,6( ~ ...... ~ 1-5' CUR8 iNLET [-]' L ', ~ FL 24'=518.~ ~ .... ~:-.~ ~ TOP INLET=521.3 s~C/' ~ ~ INSTALL~ FL ~ :'~ ~ ~ I-5' CURB INLET TOP INLETs521.4 -'L~P'{ FL 24'=51T.3 ~ ~' TOP INLET=521.3 ' ' "' ~ ~ ,"' L' BEGIN PROP, 24' RCP STA 0+35 ~ LAT B-1 "~ ' ~TA 9+95 ~ LINE C. INSTALL~ j J,~ = STA 0+00 LINE B , !-10' CURB INLET ~ ,~ FL 60'=509.49 LINE C FL 24'=51~.6 J TOP iNLET=51T.6 STA 0+58 ~ LINE B ~STA STA 0+00 LATB-1 ~ BEGIN PROP. 24' PCP FL 60'=509,64 ~ ~ ~A 8+11~ LINE C  . = STA 0+00 'LA~C'4 ~ BEGIN PROP. 60' PCP LINE C STA 4+78 ~ LINE; ~:-3 = STA 0+00 LAT BEGIN PROP. 24' RCP FL 24'=509,70 FL T'X6' BC=507.70 ,. STUB 5 LF 24' RCP FOR zmj.xuJ FUTURE STORM DRAIN (NW) STA 1+80 ~ LiNE C BEG~N ,P, ROP, 24' RCP '~ FL 2,4. =5,08.95 FL 7 x6 BC~506,95 -STUB 5 LF 24' PCP FOR :: FUTURE S:ORM DRAIN (SW) STA 1 +68 LINE C ~-' ~ :"' BEGIN ~ROP, 24' PCP ~ '% .o"' FL 24 =508.92 FL 7'x6' BC=506.92 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (NW) STA 0+49 ~ LINE C DEFLECT 45'LEFT FL 7'x6'BC=50~62 ENO PROP. 7'x6' BOX CULVERT LINE C BEGIN PROP. 24' PCP LAT C-4 FL 24'=510.53 FL 60'=509.03 FL 7'x6' BC=508.53 STUB 5 LF 24' PCP FOR FUTURE STORM DRAIN (NW) : SEP 17 200 il~ SCALE: 1' = 100' 0 25 50 75 100 200 300 SCALE ~1 FEET · ~ Halff Associates, Inc. Halff Associates, Inc. CMl Engineer RGA Architects Architect Landscape Architect Structural Engineer Plumbing Engineer Mechanical Engineer Ele.ctrical Engineer III H I LLWOOD CONSTRUCTION SERVICES A PE~OT COMPANY 0 TRADEPOINT BLDG. 1 EXP. Halff Associates Project No: 21446 Revisions No, Descr{ptJon Date Z "~ Coppetl Prelimir~ary Submittal 9 A5 /03 /\ Sheet Title PRELIMINARY STORM PLAN