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HomeMy WebLinkAboutLarge FormatREPLACEMENT, . '' CONNECTION TO .--51 EXISTING 16" VALVE 11 EXISTING WATER MAIN.- i' TO BE ABANDONED ·.• (PHASE 2) L \\l;. ~ PHASE 2 PROPOSED f 24" TRANSMISSION -,.!1· MAIN (WEST OF NE 1 SUNSET BLVD) DESIGN CONSIDERATIONS UTILITY COORDINATION THE PROPOSED WATER MAIN ALIGNMENT WILL BE DESIGNED IN CONJUNCTION WITH THE EXISTING UTILITIES AND TO MINIMIZE POTENTIAL CONFLICTS. NE 12TH ST IS CONGESTED WITH EXISTING UTILITIES INCLUDING WATER, SEWER, AND STORM SYSTEMS. IN ADDITION, IS IT ASSUMED THAT ALL OF THE TYPICAL DRY UTILITIES ARE PRESENT. TEMPORARY BYPASS DURING CONSTRUCTION THE EXISTING 12" AND 16" HLD 435 ZONE TRANSMISSION MAINS ARE TO REMAIN FULLY OPERATIONAL FOR THE DURATION OF CONSTRUCTION IN ORDER TO MAINTAIN SERVICE FOR DOMESTIC AND FIRE FLOW DEMANDS. IT IS ANTICIPATED THAT TEMPORARY BYPASS PIPING MAY BE NECESSARY IN ORDER TO MAINTAIN UNINTERRUPTED SERVICE. ROADWAY AND TRAFFIC CONTROL THE LOCATION OF THE PROPOSED WATER TRANSMISSION MAIN IS BASED ON THE LOCATION OF EXISTING UTILITIES. IT IS LIKELY THAT THE PROPOSED MAIN WILL BE INSTALLED IN SOME VARIATION OF THE CENTER TURN LANE AND TRAVEL LANES. THEREFORE, THE TRAFFIC CONTROL AND RESTORATION EFFORTS ARE ANTICIPATED TO BE SIGNIFICANT. LEGEND ----HLD435 -EXISTING WATER MAIN ·"'"'""""""" EXISTING PIPE TO BE ABANDONED --·----HLD565 -EXISTING WATER MAIN ---w ---PROPOSED HLD 435 WATER MAIN ----ss -EXISTING SEWER MAIN --sr rn --PROPOSED STORMWATER FORCEMAIN I 1';, -@ ~ ii ----sr -EXISTING STORM PIPE I ----FD -EXISTING FIBER I ~t~t~~.t~~~l~~~\~~{ia"ffel'' ,.--~,._:~~i%,~il~~Jf'~~~~~~~~:~~~~~~~~~~l~~~~~~tt~~~· -~~+~i'st~~~-[f~! FIGURE 2-14: NE 12TH ST. TRANSMISSION MAIN REPLACEMENT AND OFF-SITE UTILITIES 1'' = 50' EXISTING UTILITIES NOTE: EXISTING UTILITIES ARE SHOWN BASED ON CITY GIS DATA AND FIGURE IS INTENDED FOR PLANNING PURPOSES ONLY. A SURVEY WILL BE REQUIRED PRIOR TO FINAL DESIGN. \ ~.:..~. .~ C, U-1 cS "' ~ -s "' "' D -0 '% ci t " C) Q w O'. => -"' \fl U:: z <( ::,; O'. 0 w ~ en ~ 0.. z ± 0 "' z :E -w en ~, O'. " > " :,, " z iii ~ w '3 a: -~ "' "' :l 0 0 .,: N N 0 "' --~ !h 0 0 5 "' "' Cl Cl :[l i! ~ cl D,. !!a h 0 ol 1C ~ ;§ u.. 0.. I :a <( " I I g ~ al cc SCALE: SHOWN I l''"'k,"'"'1 I ".',~j,~:l;i,l,j~~ti~M4&Wti!'~ O" 1" 2" DRAWING IS FULL SCALE WHEN BM MEASURES 2" DWGNO.: SHEET NO.: C11 13 ~ 450.00' TOP OF RESERVOIR FINISHED GRADE ~ 425.00' RESERVOIR NOM. FF r EXISTING RESERVOIR ABOVE-GRADE CONCRETE WALLS TO BE CAST WITH FORMLINER. PATTERN SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY. RESERVOIR ACCESS ROAD I 3'-0"TYP. 14'x7' DECORATIVE TRELLIS, TYP. RESERVOIR WEST ELEVATION 3/32" = 1'-0" RESERVOIR EAST ELEVATION 3 /32" = 1'-0" 3/32' = 1'-0" ACCESS STAIRS 3 /32' = 1'-0" 14'x7' DECORATIVE TRELLIS, TYP. 14'x12' DECORATIVE TRELLIS, TYP. HIGH SECURITY FENCE EXISTING RESERVOIR PROPOSED ARBORVITAE PER LANDSCAPING PLAN PROPOSED GRADE, TYP. \ CHAINLINK FENCE, TYP. u, L.) LLl Cl "" ~ e', ~ ~ d " Sj t9 5 q :c ~ 0 o:'. >-<J/ C\-:r: t9 z S: w o:'. "' ,c I 2 "s ~ <J "' "' 0 ~ = N N ~ ~ u u "' "' 0 0 le le cl cl ~ 5 1' '" LI. 0 :,: ::a "" ~ ffi @ at ~ "' 15 /Ji "' "' z 0 -"' > w a: % C, - "' z 0 -~ w ..J w a: -0 > a: w u, w a: fil 0 ~ .et. '%, -~ ':j ~ Cl,. SCALE: SHOWN ;;; "' 0 "' ~ !1l ~ cl ~ I "~""ml I j~,;.m!§.~~\~J,:~;~~l$PJk'i< ~ r r DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWGND.: SHEET NO.: A01 14 r'Ci 1 /-. LJL.\., .... - Highlands Reservoir and Emergency Generator Replacement ·- 1, I,: Feet 200100 0 200 400 600 800 1,000 1,200 1,400 Project Site 1 inch = 200 feet II """""I PROPOSED 435/445 CONCRETE RESERVOIR CAPACITY: 6.3 MG@ 445.5' O.E. (HLD 445) CAPACITY: 4.7 MG@ 439.8' O.E. (HLD 435) OVERFLOW ELEV. 439.8'/445.5' ROOF ELEV. 450.0' (NOM.) FLOOR ELEV. 425.0' (NOM.) DIMENSIONS. 174' x 259' en = ('-.J (._j LU Cl -----------_ -. <£,!],,,,,,!,,ir::;""==, I 1 N 12TH STREET J PROPOSED TREES, TYP. NORTH, EAST AND WEST SIDES. HEIGHT OF TREE AT PLANTING APPROX. 6' ----------------------j--- ~~~~~~~======I' J --_ _;::-___ -c\~ ·~ ·~· "\.:!i'ir~u~; r ·~ ~ I ~ \. rr CLEV -42;6· · · ~ ··· ~ · j PROPOSED FRONTAGE IMPROVEMENTS, INCLUDING BIKE LANE, PLANTER STRIP AND SIDEWALK, TYP. EACH CROSS SECTION SEE DETAIL THIS SHEET FOR ADDITIONAL INFORMATION. --10" ss \ ~ :,PN~J~CTION EXISTING 2.0 MG PARTIALLY / -------\----------------------"'l}NHGUR-A-'flGN ---------------• ---" ---------------- '-8" Cl DRAIN IJ~JKN0\1\/N BURIED CONCRETE RESERVOIR 6+00 5+00 4+00 3+00 SITE CROSS SECTION A PROFILE H: 1" = 30', V: 1" = 15' EX!STING 2·0 MG J TOP OF CURB WALL 2+00 PROPOSED 15' WIDE ACCESS ROAD FULL PERIMETER 1+00 , P,<-\RTIAI_L Y BURIED ~/1 ELEV= 441 .3, / COf~CRETE RESERVOIR ~ , [-fj------";---------,------------,---------------------/'----------'c-tj;ji'--L__±--1 -------,-------------,----------------nl160' TOP OF COL 1JMN ;:~ j~ EXISTING TREES ~i-, ' , ·:.;.:tl 1,, .•. ,, ... --------·-----------------~-., :·;;. ·%,o. < ' ELEV = 439.8' OVEF~FLOV1J /-EL~\/= 444.3' ~~ ~ 1' TO BE REMOVED _;J~f-~..: ~..._Y.;c: / -., ---_-_---_-____ --\\-=~' ~/'.._" ___ -_-_-_ __;_--~ i~,~~I ---------l'ef-""'"'"""''"'*"""'"'l'\""'''Zfil'"'""''·'"'"'"'"""'"""'"'"""'""""""""''""'i-'1¥"-''"'' ·-EC---,aE--E· ""''"'i'i"-;:,a--,a;-,:aa---SE·"""i'"'i"'""""'""''""·''""-"'i"E'l'"""'"'''""·-E·"-"'-'i4''"'""""""=1j =1~===11==-~/ =;;=l-"~--c:,~ I . ···~···· .. .... . ~= o ' •. ··~ ~ :'-"·l+c~<------_,L--, .. , -----~--•--~~-~---• ---~----~·,i-,-~-=·f ;------ · FX1°·r1,1G C' "-'" "t"" v·,,0 c: r".~ _ ,) I 'ih,i,-1_1 m . !:i,e,L . I ------t _:__Jr::;---+----------- -------·----------------j---------"--------------------------------·--·-------L------/ ----_./ -- : d" Cl INLETiOUTLET -. 1 l INLET/OUTLET IE= 425.3' -/ I ' FF ELEV= 425.0' _/ -------r ': ·-· ·· " --'>;---r---1-1----H---+::;-----;cll,'.._ / EXISTlr"G Gf~ADE i -I PROPOSED GRADE --- I l'ez--,,c,-,,-.,ac ... EC,·i"''°"'-,.aa,--,!ll .. -·----__ , --c------: ---·--·---------c_c __ .~ _ --- ---------------!---------·-~---1----·~-----.--... -, ... ----------, ______ ------------------------}-_-- ' ' ! l l FF ELEV~ 425.7' _J ' PROPOSED STORM DRAIN PIPE (IN FOREGROUND) PROPOSED , INLET/OUTLET PIPING · I I , i i-1--·---= ----:::·.,!-.ct -1=.:a 50' 40' 30' PROPOSED METER AND L--------SEISMIC VAULTS (IN B/G) 20' 10' llft----+--+--+--+----+------+---1--t----+-----+------+---t--+----+-----+------+---1--+---+--+----+----+---1--+--+----+------+--tl------lAOO' 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 (l!] EXISTING SOUTHEAST SITE ENTRANCE EXISTING BUS STOP EXISTING FRONTAGE SITE CROSS SECTION B PROFILE PROPOSED 288,000 GAL STORMWATER AND RESERVOIR OVERFLOW DETENTION VAULT AND PUMP STATIONS CONNECT TO EXISTING STORM LEAVING SITE, APPROX. IE = 417' H: 1" = 30', V: 1" = 15' ~ EXISTING SOUTHWEST SITE ENTRANCE ROOF ELEV. 429.0' (NOM.) FLOOR ELEV. 418.0' (NOM.) DIMENSIONS. 21 O' x 30' EXISTING UTILITIES WITHIN FRONTAGE AREA >------------32.0" PROPOSED R.O.W ------------i >------------30.0" EXISTING R.0.W-----------1 ~ ~ :::::''~···J:3'.==:r:===:::r'~ r 5 l.-a.o -EX:NG!::7 -->-----12.0' ---~--'---5.0' TYPICAL SECTION OF PROPOSED FRONTAGE IMPROVEMENTS SCALE: 1" = 5' "' "' 0 w _J U: 0 EC ~· 0 EC "-"--± "' I ~ " ,;I "' "' ;; ;; N N --u u "' "' 0 0 ~ le 1§ 1§ "' ~ ;;\ ;;i lL "- I '.2 <( "' ~ ~ a; w (0 " 15 :l' "' z 0 -"' > w cc e: !U:: r- '.W \J ,fl Uz ~: =·z z u\z :: Z\-l \J w\ .. J, 'Z C) - en z 0 -l-o w en en en 0 a: 0 w 1--en C w en 0 a. 0 a: a. ~ 0 ~ 4 'Z -~ :i '& 0.. SCALE: SHOWN ~ en 6 "' ea '3 t:J Cl le' cl l f ""'"l<ili" ! I ,e~:wtl#:r~.h'*"''i}"ffl,/h >mt~~- ~ r r DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWGNO.: SHEET NO.: C05 07 I MONROE AVE. NE 60 • ROW :\ ', ·~,--> ~------------------,---------------------------------~---------------------------------------------------;fl ) n '--._ ,XO' ,,,.-,--' --.. ----4:/J --. -1· // rir·-,,:---------r·-----L.-___ T ______ r _____ T _______ l _______ T _______ T _______ r---------+r~-~--,~--.-:.)~~~\J. -,/ '-, ' ,) '1 ,1\\ I t' I ',.,/ I ' I I I ', -,\/ ,_ / ,,_ / T-" PROPOSED STREET I I I I ,, < '-., _, ISi ' ,, "' r -~---FRONTAGE / / / / ' r ' /1 "' / • 6"F IMPROVEMENTS W/ 8' I l;'J '1)~ 8230 \ PROPOSED 15' WIDE ) I , , . ( / c:' 14"0 WIDE PLANTING STRIP \ p GRASS PARTIALLY SIGHT-I I / /J-~?~31 / WITH J J J OBSTRUCTING \ ) ,+--f' ---~ (_ I /·-'-PROPOSED STREET I EXISTING 0. 75 MG 565 ZONE I I I LANDSCAPING BUFFER, ( \ ) 1, "'r --TREE, HEIGHT AT / D 8• TALL ELEVATED sTEEL REsERvo1R / TYP. EAST AND wEsT '> ____ / /-~ II ~,,1 ;3 I J 1 ~B11~RTC-~H~~;gu!~~~-rn :~~6~~~AE AT 3, o.c. I f:~;F;i~ ELEV. 569.1' I I SIDES OF RESERVOIR j ( k l FOR SCREENING, TYP. ROOF ELEV, 576' (APPROX.} 11 AT GENERATOR AREA I' BASE ELEV. 434' (APPROX,} J _1---_, ---/' ---I---, I ---./ ,.--,_ .f"J;, --~ --..,. / \ I ,_ ,,-----.,·J DIMENSIONS: 66.5' DIA. ./ / J. I ··,, / J ·-,\ --I " a \,---, --,,, J" """ \ J '-\ ""' ' (APPROX.} ! J · ./--'v ( L -·'-,1 's ~, \ ~ ~ ( I 'V \ ,r' 24''F 34"F 12''f ho"r ,, ,, 1--, 38''F ( J I 11 , 11 ii 78,98Jvt_ 24"F ""! -'\.{_ 22''F --",,1 " 1o"r. /, • 7748 7747 7746 LJ !77,[5 17s74F, 2770,.F_3 24','icoT 7741 '\ \ ~ ----,-. •:U._I' ---'------1,1 1311 l'=-. ----_ =c!J /_~\1_6_S_K~-;'r--~----'··l_"'iE"' f-2; .. '_· ,:_,,·----+1-"-'8=0' !'_'i'il,__[ ~~)K,7810 20"F l~j .... ~.,,.1~"--+--· 774'ic. -,, .. * {} i::f-·~ * ~ -i} 77 20 it 'ft\ \. -=--==-==--=~-__ )~='-=== -} \__ - II "-·'" /. -_ -CJ _f/ <>/'-------8;1____ --.r--. --, , -----/ /I~-·--"" __ '_. /'f!h,'1 ·· / .. ~"1'1 -!~'=!... m • ~ s"(;,(l'l,_ , "i --·--==--=----oo '------,,w "tf!; , . ~-· .. _,. ,_-----~_wt__ ~-fli!f_"':a~ --~---f'.'l'l, ~ £'~_---c e!/1/!J:; ~-~ J,t/ttt,~;; A"'14"F '---, ~ / -·-·-· -· EXISTING TREES AND SHRUBS ALONG STREET FRONTAGE TO REMAIN --------__ "' ----)->'.<'JI' _ -%W--'<'.,\!i'_ -"'4W-----.., ~ \f,!,W "r,l.W "?,,!;li---%W\,, ';m, ~ -'-., _ __/ ------J : I" , 0 El D ( / ' o:::,,,, ~~~=~--~~ --~~ ,,., ___..;._ I / .... ,/ D lf>. /) ,--------~--_-_-__ -_ ·=------~-1J~---.. _~~', ---~ \ I 07732 I /, .. ¢' ;j;i ·-ISi • , CT"-',\\__ 0)/ ;;//_,......,/___________ ------------'""o "--.. ', '-.. , (,.,;; :,;:~:\'l \ //1_' ~~ 011s7"3M_3 I I 'r!~' ,, -, ~(-=~~\ ---I // ',\ \\ -.. ,i/· __ -Ill 'rc.le,m, c'J ,}>, r~;lj ; ~ --,fY -<"'-,V \ 1....., "< ,) I I ' \\, I,~, ~-f _ih --~-~. :_,I 14"C --, ," j 1 1"'"''--.. ~" ,_ . _,.A-____ <;JJ 1 __:1 ___ ____:i_/ 1 \, ( II •• ~,g _ ~Tl'\.. - I / }\ , . o/', . ~ /,-I /-/--I j : ~ / i l_r;<,l{~c{)) ) ( -. \ ~ 22]-1 ~v. . o ______________ / ... _. ;,I PROPosED2ss.oooGALsToRMWATERANDRESERvo1R ·~, ,f-. , < ,If;,-_-_ 76x! .,, ;:, ",-,;; ,. ~ 1 : I , OVERFLOW DETENTION VAULT AND PUMP STATIONS if; _ V I ' '!I/JP .L.-1 · . 1 " ' · SEE DWG NO. S05 FOR ADDITIONALINFORMATION cc r". 1 .JI \1_ . 8° f 1 6 ~. PROPOSED PAD-MOUNTED GENERATOR I : • ~~g;RE~~~v:!~;?~\~iiJ.i i II 2 '---,; 1~-\,, _ , _ _\. ,, •_· I .. :lfril,;iJ-. ~tr ._1 FUEL CELL AND LOAD BANK , , DIMENSIONS. 210· x 30· I it, ~. '-, _,. /1 IV'l ::;J~ \, 'er ;8_ ... ·1 ? ;'.Jti~~---i ~%69 ~~g;~~~~V~:~ip~~~G4~~~~TORANDSHELTER ~~~;~~~lo MG 435 ZONE CONCRETE \ ·:, _. /11: 11,.-_~~~~i PROPOSED 10' WIDE FULLY SIGHT-OBSTRUCTING LANDSCAPING BUFFER -----i I I ' I ' I ' I . _,_,_,_,/ OLYMPIA -, AVE.NE 50-..., R. O, W. ..,__ ·-, --••. D ""' ()\If ----Ff,;'-,.; · ·-\ I fi"F OVERFLOW ELEV. 439.8' (HLO 435) '1 .,-~ , I •-1: -,;; .-1ft_ < --7610 ROOF ELEV.: APPROX. ,449.~' ROOF ELEV. 448.5' (NOM.) , • , ,·\ I I ; !/ ' / '~ ~ .. , ~ t1x1s-11NG Boo~~: DIMENSIONS. 1:x1~~~G 1.5 MG 435 ZONE ~~i~isi~~t :J}\ f3~~-)' \ -----------·---------------·-. I 1 ( , "-1 c , ~ : I '2f,lf / PlfMP STATION CONCRETE RESERVOIR i 11- ,-t ~ -, \ "' .. ROOF ELEV. 444.2' (NOM.) OVERFLOW ELEV. 439.8' (HLD 435) / !,'\ ) FLOOR ELEV. 430.6' (NOM.) ROOF ELEV. 448.9' (NOM.) _/ I 1 : _.,_ • /' DIMENSIONS: 22'x16' FLOOR ELEV. 425.9' (NOM.)' 1 9 < _ _ DIMENSIONS: 151' x 155· ,-·- / \o . EXISTING CHLORINATION BUILDING l __ j J \ / ROOF ELEV. 446.3' (NOM.) I . I I . ;~i:,::;; :;.:;t (,O<.) I : I / _ --. ' PROPOSED 10' WIDE STREET FRONTAGE i ! I r \ LANDSCAPING BUFFER WITH MIX OF I / ( f -l't~S -s;I'~ \_ DECIDUOUS AND EVERGREEN TREES, ( I \ \ '"r f'{~ "c SHRUBS, AND GROUNDCOVER. i!,.~f \, ( 1-u I '. 1159 K"y-.f':/ -l\j ) .,, -\ 1 a"~-,__ -, f --\f_ I -1 1,-'tl' '• -5" ' ( '!~~: 18:F· ·t"ft2-;;-F---=~------------------------------'--.., / , /;J:Jp --.f ' '•.]456 74·5 " ' -_;' r, 1 ------·---::, • -----------~-'"'-----/ ! :.•, · --.-, ../ ---~ ---1 E ='-.., ~''l1c . ._:-----·- cc ,, .. -"'------'-------------440----------. ..-/''-..,, >()-' / ---...._ ---=:.. ---4 ~·~---,___,.,/ >t't / HYDROSEED ALL DISTURBED AREAS i ._.·---------------~--·, ---i---{Z~------------~--_ .. --([_L ---------.::_::_~-::;,---._ --// / { Li ----. --------;-,,, ----------:::".'___ -.., ,,. .----"-Js, /--//i Ii. , ~--~::.~-:::..\----J~ ___ "' _________ ___,_ \ --------===---=----==~~=--.-:-~-------___, ,-----'\ --~-,==-,,,-~ I I ; 11 I T/ .. __ --=( • ~67 ,_ 4---L __,_~--:;--:--------:..--:·---;----~---. --. ·---;_/ ~ ---( -=--L------:-----~~-0__;__4i~~~ i'j':.., :___:_,~..,;lw~--=:;~i, ___ -=-::~;;::~------=~::~---~-="'-: __ ---=_-ffi;::\, '(rn' \ ;;., j i, 3-tf--24'r iglo'tf-48"F*_J=-Jd.12:;\~ ri1":~·r-r·--,,· ~ ii ~o~T~ ~----\.-:·---·/ ' -------_-("-,.---;·-~---.,--.;---::.:,._....,..._ -_ -\ 9033 1 9056 _:038 90 43 ' 0, 9047 ( 9053 1 y , ---, ( ·-) ( -,---.,_,-/ " 1 ----,: !____ \ V ---, --< ; :; i '·--, '-----/ " '-, __/ '-.., / / ~ -/ 1----'r j \ -\ -~ -.-/ /-A. /-:-= ',,__ \ 1--,;-::,---) • PROPOSED I -----I" -I EXISTING GRASS I '--) \, I ! I -( I I , ' TREE DRIP ., To REMAIN • , --r i , 1 -------_____.,.. ) I 4_? . ·--() '7 ') '1 / / ·' / I '-..J/1 ____ / ·--; ~89 /_o.w. I I I _,, I PROPOSED LANDSCAPING PLAN 1" = 30' 4 PROPOSED 435/445 CONCRETE RESERVOIR CAPACITY: 6.3 MG @ 445.5' O.E. (HLD 445) CAPACITY: 4.7 MG@ 439.8' O.E. (HLD 435) SEE DWG NO. S01 FOR ADDITIONAL INFORMATION OVERFLOW ELEV. 439.8'/445.5' ROOF ELEV. 450.0' (NOM.) FLOOR ELEV. 425.0' (NOM.) DIMENSIONS. 174' x 259' \ / \ .( \ ! l / NOTE: 1. THIS IS A CONCEPTUAL PLAN WHICH IS INTENDED TO SHOW APPROXIMATE AREAS OF PROPOSED LANDSCAPING. A DETAILED LANDSCAPING PLAN WILL BE DEVELOPED DURING DESIGN . 1--'; (__) LJ.J 0 2, ALL PROPOSED LANDSCAPING, WITH THE EXCEPTION OF THE LANDSCAPING AROUND THE GENERATOR AREA, WILL BE INSTALLED AS PART OF THE RESERVOIR CONSTRUCTION. PROPOSED LANDSCAPING NEAR GENERATOR WILL BE INSTALLED AS PART OF THAT PROJECT AND IN ADVANCE OF THE RESERVOIR CONSTRUCTION. 3 ~ J, ~ ~ ~ ~ -D Q z . ':i 0. 0 z ~ u (,f) D z ':i ci. ± CJ ct} I i I ,0 ,0 0 0 N N ~ -u u "' "' D D ~ ~ 11 11 ~ h 0 .a a' LL 0. I 2 s( "' i ~ ~ ~ ct "' en z 0 -en > w cc tt:Q'.'. t-- !.1.1\.:.; ({J t:_! -/_ :-~:z z :J'< ~ z!....1 '.J w'::, i/J z (!) - z :3 Q. C, z -Q. <C 0 en C z :3 C w en 0 Q. 0 a: Q. fil 0 ~ 4. '% -~ :J ~ 0.. ~ "' a " I Q ~ 6 SCALE: SHOWN l·ibifuMi¢t'L~&%1'~1k-1tffi%:kl o·' 1· 2· DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWGNO.; C10 SHEET NO.: lli _ • 12 ; 22 I ' R. ~ -~ Q) u, Q) a:: C 0 u ~ C <lJ -a:: C "' a. C 0 :-e 0 E <lJ 0 "O C "' "" C ·;:: "' <lJ u "O C: "' -' 0.0 C B ::, u -s'' DI w -----c.'' 0 1 ''f,/ ----,3" DI 'N ---- :)6~, ZOhE 8" DI W ---------8" DI W ---_:,··1..::1'i'v----d 01 W ____ __J TREE CUTTING, LAND CLEARING AND DEMOLITION PLAN 1" ; 30' I • ~ 7 ~ G'. / I I I / ~ 5 / . - ' 0 ' I ' ' ' "' 0 -"' -- ci ~ ~ ~ (9 s: 0 z <( _J ~ w "' '7 0.. ± (9 z 'i' w "' uj "' a! ~ § a: EXISTING MONITORING WELL, TO BE ABANDONED PROPOSED CONTOURS. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. ----- l(~Ct;.\\ft.O Dt.C. 14 lll\'i LL 0.. {l,;tnO\ i~ ~ C\'f'( 0:,G ;.\/\S\Ol'I ~ i n\ b_t,\'Nh" (5 £t 15 "' THIS PLAN WAS DRAFTED BY RH2 ENGINEERING AND REVIEWED BY GREENFOREST, INC. Digitally signed by Favero Greenfores.t (/) z 0 -(/) > w a: w w ({\ !,.i.z ~ ~,z :z 7.;-lu w ,c .... ,_r, z C) -fil 0 ~ ~ '% -~ ~ 1£ Q.. SCALE: SHOWN ~ "' 6 "' ~ ~ i'c' ;§ Favero Greenforest mrncfa,eroG,eeofmest,o,oo, ernail=greenforestinc@mindspring.com, c""US Date: 2015.12.01 16:39:19-08'00' O" 1" 2" BY FAVERO GREENFOREST, M.S. 12/01/2015 !SA CERTIFIED ARBORIST # PN -0143A ASCA REGISTERED CONSULTING ARBORIST #379 !SA TREE RISK ASSESSMENT QUALIFIED DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWGNO.: SHEET NO.: C03 05 I I " I " I I _,_,_,_J Ill(,; zj II iii i "' cfi /:.I! e I ; t ~ .. ---'°" ---s "" --0 "" -- NJONROE AVE. NE 60' ROW --a·• D: W ---------Ef' G1 W ---------8" DI W --------8" Ui 'N ------EJ" D' W ~1G5 ZONF ___ --· o" [:! w -------8" D1 ·w --~J ;tlri, L~G) I } If ,] I -~ r I~ -G---1 ,-r \-· -----s~ ss ui 1 .u / \_ ----::, ----· -----ss ----ss ---------c-s --·-----s ...... -. -----ss -_ _ sc--.-G Ii ~] ~i, , ' 56" ZONF " " . -" --·----...,. ---: -ss -------ss -----ss ------ss -·-----ss -_,..___ -ss -------ss -----ss --------ss --------l ~ ·, , , ' , , +,,4'1 -. "'·'-'"-' " _ c'\m '-'-''' \ ~ = "' ""'" _, u l.L} CJ (~---------so ---E;l:.r· PROPOSED DRAINAGE PLAN .==r~ r = 30· • • J • • ()"' 'f;' J.-,;; z~ -"> f.!:iX r ·o ::e w\J ir, I.!)~ "' Zo ~ ' --c 's W,z ,"" O'. "' "' z;7 z w- <t ~ w -~ .. -~ ~ 3 .~ O"< -0E.JC Z,..J v z 8 ...1 ,s !;J .s.. 1/i !.JJ(',j L!.l ~ N-E ;tc-J :r ~ 5 ~ n:: i: ca ~ ~ ~ ~. ~ z ~ :3 ~ Vj ~ ~ ~ a. ~ ~ ~ w ~ ~ C, ~ ~ ~ <( ~ z ~ "" -<( C !"t"~ ~ ~ a: ~ ~ c,, C ~ ~ u ~ C ~ ~ w ~ en ~ 0 ~ a. 0 ~ a: a. t~ ~ .. IE 0.~ ~ ct cc ~ "' z C) -fil 0 en ~ z 0 iii 4 > w z cc -~ :i 5 " '& ~ ff] "' Q.. "' "' 0 ~ "' -- ~ ~ u u "' "' a 0 ~ ~ 1\ 1\ ~ h 0 ;;\ ~ le'! d LL CL :c :a, <C "' I ~ ~ ~ ~ SCALE: SHOWN l:~~~~,ik~~1l~'i4~~b#,$~~1 w r r DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWG NO.: SHEET NO.; C08 1--------------------------------255'-0" ---------------------- 128'-6" ...,1-1------------, 19'-3" ~r--22·-a .. 1 22·-o" ~ ~ I 22'-0" --r-22'-0" --·.,..1-· -19'-3" '£Ji zi '"" 6'-0"x6'-0" COLUMN I FOOTING (TYP.) 1 -Tlif---_i © ]1 ~ '.?1t 24" THICK REINFORCED CONCRETE WALL, TYP 170'-0" 24" THICK REINFORCED J._,___. CONCRETE FLOOR ~ , ... , .~ :c~. "$ ~ ,iq @; ~ I 'tj ~ ~ EL 425.0' TYP 1 AT WALLS 4'-0" SQ OUTLET SUMP WI GRATING, TYP. I I I I I I I I I I I I 4ll=b--_L-:::w,. I I I I I W i I L!1J 11 I I I I I I I I I I I I GJ : : rt;l / :: LFJEL419.5' / /A i,ii I / /)/ r . ~ EL423.5' / // I " w, //Q, --r::-1 LX /;/ L!J L!J / /:/ / L-// L Ji,'----=:::/==-··;::/ / / ~--~ /:::"~\ [!] i [!] -'./\~-/ /:: / / OUTLINE OF DRAIN PIPE .... · /: / / CONCRETE ENCASEMENT BELOW r 20'-0" PROPOSED INLET AND OUTLET r-' PIPING PER DWG NO. M01 PROPOSED DETENTION VAULT 12" THICK REINFORCED CONCRETE WALL ----t I I @- OVERFLOW PIPING PER DWG NO. M01 ) / ~ /f-----45'-0" -----i------------100'-0" -------'---~-t--------65'-0" ______ _, 12" THICK REINFORCED CONCRETE FLOOR !-------------------------210'-0" ------------------------ CATASTROPHIC OVERFLOW AND DECHLORINATION CHAMBER RESERVOIR FLOOR PLAN y,.. 1· o" 16 = - 17'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 22'-6" 17'-6" I '-RESERVOIR DRAIN, TYP. OF 2, SEE PROPOSED SITE PLAN FOR ADDITIONAL INFORMATION 30'-0" l ,n C.) "" '"'" "'"' C. .) Ll.! Cl , ., RESERVOIR OBLIQUE NO SCALE ~ ~ ~ ~ • {f;:c.i 1, a::!r,. r- 1'" ltl!>..:J lfl \J!z :- :!z; ,.a'.r u Ji C -• z!~J u w:s :JJ [s ~ z ~ ~ i <( ~ ~ ..J ~ ~ a. ~ tB a: ~ 0 ~ ~ 0 I.I') ..J ~ ~ u. ~ (') a: ~ ~ A -~ < ~ 0 u ;s A > < a: ~ ~ w en ~ w a: " 0 -' = -- ci " ~ "' 5 0 I '\- 0 "' (/) f-- "? z t D. ± 0 (!) z :E -UJ (/) "' "' > " " cl' § 5! w cJ a: "' "' --0 0 N N --'-' g " 0 0 !!! le! c'i c'i ~ ~ 0 :a <[ "' u "' ::;; u ~ ~ 63 " ~ w s :J! SCALE: SHOWN I l!!l"-1 I .@kW%f,,'t:WfW:';i\f,!:k.''¥l@~ O" 1" 2' DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWGNO.: SHEET NO.: ~ S01 1~ 15 )\¥' 22 V / / 0 ~------er ~f f1 (]':-=~s::=·,-=,.---=~~=!=:=:==:~~==~-=-::c-=~~~==4----L _ _J_ _______ _ :. L__ I ;: C) -) 8" DL W 8'' Jr X -·s,, DJ W 8" DI W j _.._ Jf' Di W 2" [~·i W ---/<" ,",I '.,\' ~,, -' -----C ,)f }/ ---c!'' r. _J :. I / I ;. /' / ,,.. I ,-t·"I ..,,, 1l'JONROE AVE. NE 60' ROW / ;:r~/.-' ;'. I ~ / r-·1'0 ;: (,,r\-i..=~=======:::::=::· :· :'·":::!::·:·:·~··:· :· :"::::::,=-;i""=-=-."===--~,===================M,='il==""""===f,="-"=·=====m,;.e-"J'1·=,~=-·-"·-====i'::":+-=-'::'~"'_'~-==-=-~C, / I , ,,. ".,___., ,1.•.,1.1, \ 1._1._, 1.. __ ,._. _,. 1 ---1 ""; • _ , . ,,,. j :::: [) --_____ ,,_____ ,._,. ,._,._ • "1,1 ,-• ... .... ..\-1. -_,.,.,'I.. --. \ ',\-\--\ ,._ ,.\ ,...,.___ ·..:\ !t,i.. . "'\-",._,_.\ . L(' -. ' J ,. 4 \1 X · •,AA.\-.\.\a-.\.\.\ \t\'\!~!\ \1.\ .\-"I. \ -\ \·' , / _ _ , I I ... --\~ f"i\!'lf -\-\-\\·\-\\:\.\s\·\-o\'J..~· \W\ . \ I .,,,..,..\-\->,,\-+· ,• \"' ~Ii:\-\-'\ -.\-'\>.-1_-1,,-,.__c.;_ .... ·'\~..:,·,.,_,.Ji.-, .. .1_,.__,._ 1.\'.1.~, ,1~.~. ~ tJV->.\-\-\\-\1---:-121, O! W ~-·-----~ ---~ 12'' Di ', ---~; 4J0 '>f".l O -1 -· ······ r :~~14~1 1 ~ 1 ·. t ;~~rH~~~:E~~:~~~~F ~~~;~~t~Ji~~IES SHOWN. SEE EXISTING AND PROPOSED SITE PLANS ( -,) ~ ! f l,Y! f I --AREA OF WORK: 110,000 SF FOR UTILITIES. I I ( \; ) I J ~.1455 j,/; . 6'/,-,·-~~~~~~~~~~:32~~~o~yc~I3~~0~~\N) ~x7~~J~~0~~~~t::i:~i~T~:rt:i~l~~::TWEENPROPOSEDAND I I \1 ( I c :i'! / f ~~ 82.30 \ IMPORT SOURCE: TO BE DETERMINED BY CONTRACTOR, 3. ALL FINAL SLOPES IN LANDSCAPED AREAS SHALL BE A MAXIMUM OF 2H:1V. · / I :;:i i "' J (;) 14"D LIKELY NEAREST QUARRY f1 I I i '__Lf 8231 ) \;' ) ,af 4 ~1(:"'!. /·,, I I EXISTING 0.75 MG 565 ZONE : : I I ) , .}:;.'. " ~-0 I / I I ELEVATED STEEL RESERVOIR I I I \, ) \ ( ·~~ ii I ~y gr";~ . . I (:c;F;~; ELEV. 569.1' I I ! [; i ~ I 1 T '-' . ._cJci=c=--I ROOF ELEV. 576: ((APPROX.)) I I'\ !·. l · / , / f -•--BASE ELEV. 434 APPROX. I . ,, :.1 l,'i ::: , I DIMENSIONS: 66.5' DIA. 1/1 -1-"v' ---// 1-·-.., 1 / / '"/ /'',' --1~ -., \ ---,w-:.i-r-----:-"'j . . • / I "' / ' ' . , , .... . > ( / -... -=-=.=r=-----,.i}1 .. 11}_.11 ~_jfi-'-J,-----L l1=.~: -~--=11f l (APPROX.) I f 24''F;,J-J//22:F v~ i .. ,,\ i.~J,;:,~ .. F-34"F 1~::F\.-;' '-, .. ;R~,RJ'~>,~,'-~ .. ;---,,~ \\,°'"" ' / / / "",__ ~--~-,! ~---~-J:!!.:1~2,3 os· 1 780 ,R R7s,o 20 .. F ~ 2~ F 1o"c ~ • 7748 7747 7746 LJ 5~,f5 hf4 2 24"COT 7H1 \ ~ ,, \ I ( I \ , .. !,..) ~___:j j jl /,:}I/ . f ... -~··-~--// ;;\.;lf';=;c;-.1.t-f,~ -----------·----\, _:_ ____ -__ -.:~.-"18 'IA7 ~o-12..,._.,...__,~ 7749\"tt t'f-ff. if·~ lf i'.:c-77~ 77420__!~ '#-\\ l _) ······""-- ----f -J,;; ,>;/2=-"p--... ··p-·· '°'"-·rr·_ .... _e_ ~;,',w\'~~ ~-~p~~,p/~; =~42-;~~::_~i -. ---1 ~-~''-~: = -------J'\_' ,• --~;~-'1*:H:~.---<2' DI w --"~ -/;~ v("____ -- J i, I I I i ·, ' 14·; ~' \ D ,D D D n J ( //''" --~/ \ ~/ .• : / .;· ;•; ,. ,_ / ("/'~ \~ ~.. ~ \ -"'~·=~'· c·, ___ c::cr ' ~ ' ~ m, "' .0 J I - ~· -·-· 1 g---r--f, \ -< 1 -'X!Y c_ I /;;./ C) ::: r --· .)' ,;,, ' Cl,--f--./ :.i ~U\ ~ I t . ),'I " 1 1 l~ t-i:_) :; l CP ' 12"c G) II§ I I I ~ j 826:l:~ ---<'x< I ' \ ' I ~Fl=~~-1 f L ~f, (,l,~:J:'. -'.J•-J·-f 'T --p~-"'--"-iP ; ---~/ ;;;;;~ \ \fl I I " r~ f (L , ,; /. ====~ PROPOSED MODULAR l 1 , -,, g I . . BLOCK WALL -" .,_ i;;i ;:r ,. PROPOSED 288,000 GAL STORMWATERAND RESERVOIR ···I ( ti I FREE GRAVEL PATH. :I' 1 . . . ,,.,_.. 6 1 OVERFLOW DETENTION VAULT AND PUMP STATIONS . , \ ,'f' 1 SLOPE AT 2% AWAY Ii g ./ \ :;t SEE DWG NO. S05 FOR ADDITIONAL INFORMATION 1· -,·111 ( FROM RESERVOIR /a;) f ...,. PROPOSED PAO-MOUNTED GEMERATOR ROOF ELEV. 429.0' (NOM.) _ ,I ~ ' .,, I s:; I FUEL CELL ANO LOAD BANK FLOOR ELEV. 418.0' (NOM.) ,1 ° 1(/ ;j I I::::: DIMENSIONS. 210' X 30' 11 Iii 3 / / I EXISTING 2.0 MG 435 ZONE CONCRETE \ / ' j' / ! j 1 ~ I RESERVOIR \ j I' ' l PROPOSED 435/445 CONCRETE RESERVOIR ! I :;; / ~ ,' 7610 OVERFLOW ELEV. ~3(9.8' )(HLD 435) , 1 !I 1-L. CAPACITY: 6.3 MG @ 445.5' O.E. (HLD 445) I !, 1 " ~ ROOF ELEV. 448.5 NOM. i' . / I' "'· CAPACITY: 4.7 MG@ 439.8' O.E. (HLD 435) '1 \ ~ gi 0 ) EXISTING BOOSTER EXISTING 1.5 MG 435 ZONE FLOOR ELEV. 42 1.5' (NOM.)' . --__ _ 1,'11 : :-,.1{J SEE DWG NO. S01 FOR ADDITIONAL INFORMATION , 1 a '"-,j _ _ a. , PUMP: STATION CONCRETE RESERVOIR DIMENSIONS: 12 2' x 230 • I -------· ·--------.. --· ---------1 1 ovERFLow ELEV. 439.8'/445.5' "".:;, i,i , 1 f=--=::::f=:~H/+L ROOF ELEV. 444.2' (NOM.) OVERFLOW ELEV. 439.8' (HLD 435) ' )f4;~'t ~~;s> ROOF ELEV. 450.0' (NOM.) _, o j :i / ' ) FLOOR ELEV. 430.6' (NOM.) ROOF ELEV. 448.9' (NOM.) "-0 :i,{ 1r.c FLOOR ELEV. 425.0' (NOM.) i '.' 1,1,. l9 DIMENSIONS: 22'x16' FLOOR ELEV. 425.9' (NOM.)' \ litq9393 DIMENSIONS. 174' x 259' -----t I I I I DIMENSIONS: 151' x 155' ii}.{ , i ) I 1 1 Ex1sT1NG cHLORINA T10N su1LDING [ -~ (> 1r1~fg'· ~ --J.-/ . 1 1.,, ·.,i 1 ,-, ROOF ELEV. 446.3' (NOM.) / rn \ \ " FLOOR ELEV. 436.8' (NOM.) \ , ,~, I DIMENSIONS: 18'x12' , 1}·c 1 , 1 1 r 9 322 ; '" 1 FRONTAGE AREA TO BE REGRADED AS NECESSARY \ I " I . I I ~'I l ,.-1 TO EXPAND R.O.W.WIDTH. MAXIMUM SLOPE IN I I • I I / PLANTING STRIP SHALL BE 3H:1V. MAXIMUM SLOPE ~ ,( I ! Ii I I 7459~ , LfiO,R TYPICAL SECTION DETAIL _\,,{ PROPOSED 18" WIDE FREE DRAINING GRAVEL DITCH. ROADWAY ADJACENT TO DITCH SHALL HAVE FREE-DRAINING BASE COURSE. 11 lk-8"C I . -= r· I'~ --. , , 9318 1 ~1;,,1 , · 7457 *..)de----':'\, , / r fl"1 ~--lN-<-t----APPROX.33' I ; I ·fr'\ ----1 / " 7 7456 7455 8"'Y _/ . I " I i ( f· (/ "· ~ / -~ ,, ~ 0i I I ( 931s \ J I' l ';;/ :::.~ "" ~ 1 --440 11 1 \ " ·-·-·-·'"=-~ . . -.. ---------W , I / I ! \-------------...."J ,,,,,\ / --._.. -------~ ..... , __..,.. -::_-135~ _ ____..........--...._440 / /i '111111, '',,, T .. ___ ·~-~~·=·,--,-·-=·-:-, A ;\I j OLYilfPIA ! 1' ~ r I -/ " '\ ~~ , ; ----. ~---=--==--------=-:4 35 -----~·.. ,..~' 111 11/11 , /( jo1}~c1;~ '1 L, I t 36F ,.,...,~.._~\\\\\\\\\\\\\\\' ..... \ 111, ~ ~~_)! -• AVE, NE rs en~ 411 I -:--.~;_,----=-'/ l 7167~=-\ L -,~, -------'-~"'~~<\\\\\\~"""',;;)''*"''·\~"'"'"""""'""'"'""~"" """ y,~\\\\\\\ \\\\\\\"':t( l' \ ' -~:::---~~~----~~ _......::. R~;--1_----. __________ -~/:,L~ i, 1 ~· V f:./~;~3 \ *?: ...,-r -3;.f 2~f . -~&:~ if ' = ~8"F ~~ . -=.-;--=1 _;,/ 127_\_ ---:--· r~;~rr1; _?--;;.,:_-==:;;;-:-::::=,,--~ -,.7"'~,/ ,~ ~-~ ~"Z::.' ~~"'" "'""-'""""""'::.'c'C~\\\~· ( 1,1::~3l4 \ ,~.r, , , _ -\ 9033 / \ 9036 9038 9043 • xs. 90 , .• 7 / !I 1o"cY;sJCY ) ~-v / , ' i 1-... i I ·-·-·--s.·~ / ~ --. _ __ 9053 z v 1 -"' -1 J ~ f -i¥_o, 1 . ......_ _.. __ /,,_--'-l / ,,_- 1 _ .. / . -"""-..: . 1 -_ \: _,, APPROX. 34' V -~f ( c:·( I _,_,_,_]. PROPOSED 3:1 SLOPE - z w "' "' 0 N ~ u "' D ~ 1'i ~ ;a u_ I (9 ;::: D z <( ..... q. (9 z 0 <( "' Cl) (9 1 z (9 0 :i: -Cl) ,;; > ,, ,; ~ w a: "' ;; N ~ u w D "' 1'i h ~ 0.. ~ '%, e, - z :3 a. C, z -C <( a: C, .c w en 0 a. 0 a: a. fil 0 ~ ct z -2 ':j l Q. >-"' "' 0 "' Sh ~ "' u., C, ~ 6 'tt I : Di 1 -", 1 rn,;,e~J -/ \ -/ /,:) ( I :;/,fo!:]~J:£i --,/--" / -'-"' --r--,r--'I !) T:f' I I Ii I 1UNE(;Y~~OPY I 11 ,_ 1 / I /) I "---__/ { \ g r--1.'-"-l ~i! ~~ r· ! I / I I I 1 --I / ; j 1--~~1=t....1 <( ffi a ~ a'! ~ §g ~ ~ PROPOSED GRADING PLAN :·-• • 1'' ; 30' r--,-, -------------------------Jo· 1· 2· NqTE: DRAW/NG IS FULL SCALE WHEN CQNTOURS OBTAINED VIA SURVEY, MAINLY WITHIN THE PROPOSED SITE AND ALONG BARMEASURESZ' N !12TH ST, ARE SHOWN AND LABELED IN 1' INCREMENTS. ALL OTHER CONTOURS DWGNO.: SHEETNO.: W~RE OBTAINED FROM CITY GIS DATA AND ARE SHOWN IN 2' INCREMENTS. cog 11 I ~ I I I PROPOSED 24" ii I; ~ ~' I TRANsM1ss10N MAIN v 11 / a\ "j' - TO REPLACE EXISllNG -'/ ;;; Q II \ifir' -----------:::~~===~~t~~~~~~~~~--------------;~:~~~:~::~:~~;;;;:~~:T:J~~~rns11SiG _____ -MOP<lSEioi.~~~~1====~==---============:::::::::: 12" AND 16" MAINS, _/!, ; _"_ -~-f:--ii I SEE DWG NO. C11 FOR "" r~0 f1 / [ v-r/ , TRANSFER ALL SERVICES FROM EXISTING 4" WATER MAIN (565 ZONE1 TO ~XISTING ,.. , . / CONTINUATION I TI /I vi 1-r::. J:l I F 1110NROE AVE. NE 60' ROW G----_. ss { 8" WATER MAl~I !565 ZONE). ABANDON EXISTING 4" 1/\/All:R MAIN IN PLN'E PROPOSED CONNr:CTION ro _/ i.JJ-1';'; I'-'~ . J' SS ----SS --T -SS --_I------'-SS -----55 ______ SS ______ SS _ v__ _ _ _ E{ISTl~IG 8" WATER MAl~J (565 ZONE} PR$:iLtEiNt '~~~L ~~ _,,, I/ /11 : : I ,;t< -~ ;f 'i·_'.:\fr'·=·-: '= ,-~-·=== ··== -·:··=· ·=· ~:-~-· :· ·:· ·:· :· :· :· · :· ~-·:·:--·: .. :· ·: ,-·: .. :· ·:· ==r=:·:· ·~--~-. '* .,"' . ......,___...,,__.,.. --..... '-'-"-'~-"'-''-'.-"'-''-'-'"'-'--'--'--' ''-'-'' '>..U."W."-'c"U' ,-"-';., '-'-"'-'-''---'-'-'--"'-''-'-''-"·.>.. ,,,.__,_,((,:,,,-'-''U'.li.· '--'-'-'''--'' ''-'-' ''-''--'--'---' '--'--'---'--'--'---'-'--'--'--'-'-'l"--'-'-'--'--'---'"'"-'--'--'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---'--'--'---',.1.-ll.,_ti.1-'.'. ~,_,_--'lls-'.'s ci--"c· '--'-'-''--'-'-''--'--"-':ss~-'-'-U-~~-'-'s:s~-'-'-:-~·~:s:s ~~~--'-'. :~ss~~=~~SS~·:· ~~..:~s:·s,,__,_-£· ~~-k~s~s -=--=--=--=-~,~-=-=-=-= ,, ,.-/ -~ -..... ''\· \ .\'\\-!\.\~\J,\"i\\ . .\.\,',''\\\.\''\\'\'-~ .. , ., ' • ' '\· \ \\-.\\\\\\\\,\\";.\\•:\\'-.:\.\\\\\!,_\~J,\.''\.\1,,\".'''\ -~• ,('\>,.\\\\\ DEEP24,'WATERMAIN /~I V)-n. '' ·i' ,11~ -,·-·, ···11'('-\ tH---1:IEL-=..---Br~, \.\_,.i,_,.-.\ •• ,.,..\,.\.\,.,. .. ,, ............. ,~ ..... ".\"~"~'I;"\ .~ .~ .~ .• -..... ~ ',,'---i::,il,~I : 1'lfo •. ' '" ""' ',,, .. ,,,,,, .. ,,,, ''" ,.f ,---- ' Hff · /-~·--rL 1 ,.,,, PROPOSED STORM SYSTEM . , / \ ---• ~ ~; 1 :~rr~~r-(~ -I~ E // ~~~;~~~~~N:io~~i:G ' , , , I ,!/( 1l, ' J ABANDON EXISTING _//111 R;. 14:ii.l~ ri I ri' • ,/ INFORr-iATION I I I I I I I ' Jiqi \-.._ / 10"112" cL To NE/ / '.!: 11;-1 cc e1-r1 i-'---s-~-·-/ / ' , \1 ; '--_/ ---- suNsET BLVD., SEE _ 1: 1:-1 3 1111 l-;;Jt 1.· ' I I I 1 ( I 1 ,. DWG NO. C11 FOR f,' !}' ., f, jl I, f1:/ \ ) , ADDITIONAL I' i t'.l. 4 • f _ "is(p ) INFORMATION 1/ 11:8 e;, f:1'·0 tV[--....., / I I I I I \ ,; 'I I ·;{ ' ,, "\,I IJ: i/ "-, I I I I \ ) ' ) I /1 :3!(t' ~ "'J"\,IA ~~ _ -/--..._, RELOCATE I EXISTING 0.75 MG 565 ZONE I I J I PROPOSED r~ESEFNOIR I ( ' 1...---t( ,Sf ,, ~ Yi Al I ! TELEPHONE I RELOCATE EXISTING CITY I ~~~~~r~~ ~~~~L ~~;~~VOIR I I r OVERFLOW ,t\ND STORlvlVVATER 1' I I \ i ~---eI Ip· ·1 " . ·_11 ',I_ f ·, PEDESTAL TO RADIO ANTENNA TO 565 J (HLD 565 ) -PUMP STATIONS AND > J / '1 I. I· 1°' . II PLANTER, TYP. ELEVATED TANK, SEE DWG -• -ROOF ELEV. 576' (APPROX.) / FORCEMJ\INS. SEE DWG NO. C10 ( I \:_ l :.'o_-[1·~·---, ll/t~ : 1 h~"f[~; · _/ [I NO.E03FORADD1T10NAL /1 BASE ELEV. 434' (APPROX.) I ____ ~---,--,, _ ./' FOR ADDITIONAL INFORMi\TIO~I J _ if." , --ro J .. L /' INFORMATION. --., DIMENSIONS: 66.5' DIA. f J--,-~-' / ./ J I --/ ~, _ /"I" ·,,--~ / '<'.:----. i ~~ ·: · F I; 11 1 :--:J ~ j 1 ,---'. (APPROX.) I / I • ·,, V I '\ 1 /;:f' 1 ~ _,. -r ",-r" 1[ -,,_.._ --~ , ------.. \. \ 1 \_ ""', ---===-:;__::· ::ilz;;~j~-/u:: k~~j I' i >-~; 1lC~ 1·x -131 lb . ~ II -· "'"_:_~ --;cl --~ __ .I \4 ::___/-~Tc_ ---:,;~~{,o~ ______ _'_ (_c _It-{ ~-. . -~ --_)./ __ ?~-.. • (_~!,t_·i_ ,"t{~, *-* u._,/lt.,,11-. ~--. ~{_ ,___or ~ "¥ :~\ \ : 1' -~-.~.·-·_-.'_,c_:_-~---- I,,/ /•'1. r~1l1 __ n-~_J-:::tr:~----P-----------D--------::...fc'~~-:--'------~--.., -i_L -------,r ,4---7rEL ·z r[_L --,r ----------~EL-------~} n,_ v~ ----Y\\ L I -J' <--~9/- 111; f-... 0 . ,/ 1:1 I . ~ ---Lf-'\--F-~ P--TU =---~---[I --· ~-;ff _....-'~ -..__ , ":_ P · ~ c>~ P =-cc;, __ I'. /, s>~!~F~~:..-.. _;fp~ --428 '~ :t; ''-"'-, ~ -= -:• } J----, 'v--.-.._J'--:~-:_,r-';,-o.-...-:._ ""--..7 Lif ',,;-:) =--,.-=,=-=:--==-=-'·, "-... ./ ..____ / / ,-;) J\_. -- ., ---: . -, '\ ·-------' . --------~( \._ -~ -,-,--,-11,ij'-...:;\! It :.;'-li~I! ~111.J!i 11 l[J/ / . ~ / ,.. _!? _____ "Jo"'_ '/ ___ ~]--_r_{~_--___ .-. --,-,. --.. 7 _-; \.'-)©3--------';o-@(// -- ii:_~)!-.. J ,._ ;, I, ---!</ 'i I ' ' ~ _c-----\ /P-"' 'o/ -----·,;" --~--..__ ·1i ~~/ ~ / ( I --·-1----..i' : ': f--1-'"119' ._ r° a. \. \ I -"''' / )/ :R ____ -'"s " fi[A ' ' , '" 0 ( 16'' VALVE VAULT_ I_LJ;,6 : s'' l'-s~_ ; ~--,/ · K / , :; ~\,, J/1.;, ~---------------------5( ,_"\ ', ~~~-J _ ~' -"~,-.'--~ { AND CONNECTION ~r '" f '-.) h [;_, • · · i ....-::.·::...-' / '---/ _....-/ /j // "o~ \ --..._ " --a I ' }l]I J \ 0 l TO EXISTING 16" ---~:t -~ ~ F ~r~ ln-~"Q ~ ~~-~::.c 0,..0 I l..___"-0_'-' \ r ,;,~// / \ \, / : :_' I ~~;~~EAi~:~~~ ~-/ i::~~--:,.:·~. ':;'o"'~-1~~'~":~fo~'f:fw;.;0:::__~~~~J-tc;;£~~1; \ ) f ! i : I 1 ·-~ [lb_, "" , ~ I J..-,;.-,·~ 16 c w ...c:C" · , rnr ci, _ _ _ _ ~ .. 3 , ,. I / / 11 • PROPOSED : • 1--: ~--, 7 . \'\ .-' tr:;. . ,.-""--._ .--;::;\ 'lil_ -,. , ,,, __ 7 ,. " ·7 \ j g J · .·:,'-•-I i'J ~: · 1 ••.4"-\. I , ,-~-, )', \1 \'\ / / ' "'" -' CONNECTION TO l/lk9. / ; i'.?1 "-\ ) ,~ . • /v'\ r:..;;,t ---, . __________-/ ,,,,0 , ;cc • .. . 1 ' ? ~ i ~ ,:~ '7'" '.:". _ i ! PROPOSED 288,000 GAL STORMWATERAND RESERVOIR EXl~~I~~ ~~5~~TJ~/J /11 ' l I\ / J\: a ~~'i,_~!_:f. " . : " _ _ __ , _ i . ''"':ii"'"', i,-'{!fJ·•,, .~ ~~:~~~~g~O~N;~~NA~~~~~~~~ iN~~~~:~~~NS ; -. ,-/_ / Ii : :J ' J ri "DI O ( 1/111' I ! ROOF ELEV. 429.0' (NOM.) : , J I I c=i FLooR ELEV. 41s.o· (NoM.) I l',! l ' .-- } '-" ) J~ r-' ,.__/ r ~ I -> <;' . )-{_ ) \r~ !1~ 11 --c ._______ NI !' / -~ f -, DIMENSIONS. 210' x 30' i ~ ' " i I ~ \I I .. , _.--_ / ; .. ,~1111 ~j 1 ~ CELL AND LOAD BANK TO BE INSTALLED EXISTING 2.0 MG 435 ZONE CONCRETE \,, , '. I l£l ---? , I . ' ~ 1 ltf . _ / . I -t · .' UNDER A SEPARATE CONTRACT. RESERVOIR / : RESERVOIR , i;;: ~ PROPOSED 435/445 CONCRETE RESERVOIR 12" VALVE VAULT i ii :~ 1 ~ 1 1 • ( r · , 1 J,~a. J_ , ___ • , " OVERFLOW ELEV. 439.8' (HLD 435) 1 i L PARTITION WALL ; / ·1;;-1 1 CAPACITY: 6.3 MG @445.5' O.E. (HLD 445) AND CONNECTION i 111 .;:r ,, ~ ,,: ~ 1; t,/ ~ " -,},. ·--CB#/9 4 ,• ROOF ELEV. 448.5' (NOM.) ! I ; ' i:f / ,---c. \ CAPACITY: 4.7 MG@439.8' O.E. (HLD 435) TO EXISTING 12" l)l_r ':~1 ·~ j' ."' ~ I (,1,~ i1 .. _--'1 -?:: ( • EXISTING BOOSTER EXISTING 1.5 MG 435 ZONE 6~i~~S1~~E:,-ii~:5~ ~N3~~-r I ,~ ----------------------------. ' I • I . ~ SEE DWG NO. S01 FOR ADDITIONAL INFORMATION WATER MAIN FROM cc/ /!1'. •. ~ ""-l 0 ?t, Y!: .., , a., / PUMP STATION , CONCRETE RESERVOIR \ ,, < OVERFLOWELEV.439.8'/445.5' 1.5 MG RESERVOIR 0 > <) '-: / !' -·• .. /, __ : n • I ROOF ELEV. 444.2 (NOM,) OVERFLOW ELEV. 439.8' (HLD 435) I ; ; I /1 ~~(_ 1 ROOF ELEV. 450.0' (NOM.) i~ ;---"1 ·f~ _ _L cl . 5 ·b ~~' · ,_ IE _ l / FLOOR ELEV. 430.6' (NOM.) ROOF ELEV. 448.9' (NOM.) ·, _ /I J ' ; I \ .1',i(_ / FLOOR ELEV. 425.0' (NOM.) l----s--. ' --.. , .. 12·1 . _ -·, F • '1'· :.-DIMENSIONS: 22'x16' FLOOR ELEV. 425.9' (NOM.)' /o-. 1v \ DIMENSIONS 174' 259' --II . J'r--1)' 1· ;-fl ~-cl!i 11 I ~ ,""":. [. -DIMENSIONS: 151' X 155' c;;, 2. _, ··'!I'. ._·.: I f, t~ j . X ~ 1 1, ... lj : 1.f :r----__J ,,,., --..::"' r---EXISTING CHLORINATION BUILDING "<)_ _ -'~ ... , .<;;r1r -------. !J.I "' ~ I I< '• · ~ ROOF ELEV. 446.3' (NOM.) ) "· • i I > -==UJ, I' p I . I -' ' ( ) 0-. •,'----I ! L \ { \ PROPOSED c.ik,~ -O;, · TEI. -/-. 1 C I °c FLOOR ELEV. 436.8 NOM. I I ' PROPOSED RESERVOIR DRAIN/ OVERFLOW , · ~ I 17<1 EXIS;~ii~f:::r~g f: / N ,~:/I ''-': )! ~ \\ _ ' DIMENSIONS: 18'x12' r 0 so • / r-o _ J ! "-,._ ~;~~~Ot~~~T~g~;;:61g~;A~~fgEE;~,~~l~~JR ,~ r (I ~ ~~g~~1~~~%~ELT:i~;~~:;:~~G, SEE DWG NO. M01 MAINS (435ZONE)I '"',, ._ I c /(} f,, ~> ,, , ·, J I L.. ' 0\/ERFLOVV, DRAJN, AND VAULT PIPING. ; I;: 1 . i~ I :~: /~;( \ .1 \ \._ < -. ~ '! ! ·_ I ' ?~_ -· ~ /... \_ PROPOSEDINLET/OUTLETMETERVAULT 1 "'' \ l1l , '" \ l ~ ,_ ,, ,.,rn,,,, AND REROUTE , 1 -, __ , r \, -PROPOSED SEISMIC VAL VE VAUL, • / ·00~ \ '.,---f EXISTING STORM ' I I M ----------, ' f _ 1 1: 1 ~ I 1 ,~ ~~ 11. ·, ,1'1.s,_/t, K . ~' ~ '· ·-. ·c n if-..\_ 8 ,",/ -1"' _d/i[l r f~ESERVOIR PERIMETER DR!-\IN AND UNDERDRAIN -~-· U . I !:J / l~~d\ii .. '--------....___ \~ ~-;;_/fel..." o/"'c,01. /'PJr,;',, '-: I~",... ' 1J" ./ I " -t'\ I C . . . 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Y{,£,U,/!J((GI!&~ ·r·i!<.-~ V--\-\\1'())\&~N~\SN\~:1~, -,, ..... ,_;\-\,-H~1~--;i'<~\~-'&'J\\'r,\-\c' -'". --------_ •• -_ Ci ___,., -! --ss~~~-h-+ ? ~ / -y \ '1f)..f l *' 0f ~ ~ l ~ ~ _V _1· ~ -=, , =\~ ' ' =..--,,_,-,.......-·~= , . ''. / .. -· -.----,. . / '-, -!f-rr\(li)j:t!\\:::_\'._,\,rp\·'.\"\-\~~,,~\\'~,i(-\~',',;-",',\ . I\, \ R.o.w. --.___ :g ,. J,j_J:'. -\ / \ 0 , T-r:-, . .1 111-;;, c.;·-. /","' -_.,,· /' · -er-1 \ ,~ -1 -• ,. • • _ ~ _ _ , • ,,...... __ .,g• Is/~ 1 b~l \'-=-"rfl IEL-\F. --\ . "t.r--,1 . I _1 \ \,-i -,... / " \ -~ // .J ·-,,__/ '" ; -------------------- -------- ) A / /-·' '~ / / 1 -i 1-+1 9 J r ,! : . ·~ 1 1 ~ . !I ·1f,,_ . '-..__, ,_ { / I BEGINNING OF DEEP PORTION OF / \ PROPOSED~2~·;T:lv~;;: T~~-;,:;Rs;;: 311 _/ ::r-11 I I I (i i _q I ' PROPOSED 24" WATER MAIN, PIPE / \__ STORM SYSTEM. SEE D\11/G NO. C10 FOR .. . '' 60' R.O.W. ! I I , -MATERIALS TO BE BOLTLESS / ADDITiONi\L INFORMATION. . / 1, b ; "..j:J 1 ! /I / • 1 I RESTRAINED JOINT DIP OR EQUAL / ""; , _ PROPOSED UTILITY PLAN ... 1" = 30' • • ;' _) . ' ,._51 - 3 -,;, -- d "' t'l ('.) :;;: 0 z ::i 0.. i'= :J i= "? 0.. ± "' z 'i: w rr CJ "' ! !lj '3 "' "' --= = N N . --" 0 ., "' 0 0 ~ ~ 1§ 1§ 'l! ~ 0 ;:\ ~ ~ u. a. :r: :.,, <( "' :£ ci I i "' (,/J z 0 -(,/J > w a: ct !er: !- :.!J \,., '.f, W,z :-- : z z lJ < ~= Zj-l U !!.I:!:...,,, 'Z C, - -...J -I-::, C w u, 0 a. 0 a: a. <£ 0 ~ 4'. z -~ "j Vi 0,. SCALE: SHOWN I "' ~ Q] ., 2 ~ :!.l ~ cl ~ I r~ei!,ill;ll I :~~Bifa'@-'Jj,™-iffi"-''6<'.,~~L~ fJ' 1" 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWGNO.: SHEET NO.: C07 09 -~-· 95·· 22 R. -·-·-· L 0 2: <l! V, <l! o:'. V, "O C: .!!! _c: -~ I C: 0 u t: C: <l! -o:'. --· C: .!!! a. C: 0 :-E 0 E <l! Cl "O C: "' bl) C: ·c: "' <l! 0 "O C: ~ bO C: £: ::, u s·· DI W ----8 .. rnw -------1:.f·o1w-- \ ' ._J I / EXISTING STORM TO BE INTERCEPJ:g)-- AND REROUTED TO PROPOSED-STORM SYSTEM. SEE PROPOSED UTILITY PLANS FOR ADDITIONAL INFORMATION. TREE CUTTING, LAND CLEARING AND DEMOLITION PLAN • •• 7 # • 1" ~ 30' r-- ,I / I c ,c ' \ \ i ./ 'I ( I / ' i \ EXISTING SHEDS AND ANTENNAE, TO BE REMOVED EXISTING MONITORING WELL, TO BE ABANDONED ----. PROPOSED CONTOURS. SEE GRADING PLAN FOR ADDITIONAL INFORMATION. "7'""'---, © ·: • • • SD • • • ·~ -----2 ; . r5' ·1 . I / j' I THIS PLAN WAS DRAFTED BY RH2 ENGINEERING AND REVIEWED BY GREENFOREST, INC. Digitally signed by Favero Greenforest F G f r St DN:cn=FaveroGreenforest,o,ou, avero reen O e email=greenforestinc@mindspring.com,c=U5 Date: 2015.12.0 I 16:39:19-08'00' BY FAVERO GREENFOREST, M.S. 12/01/2015 !SA CERTIFIED ARBORIST # PN ·0143A ASCA REGISTERED CONSUL TING ARBORIST #379 !SA TREE RISK ASSESSMENT QUALIFIED ... 0 -0 - d " ~ "' s: 0 z <( -' ~ w 0:: "' CL ± (9 z 'i' w a'. "' "' I !1i Cl "' "' 0 0 N N --u u " "' 0 0 fe' fe' e's ~ C, '!i ~ 0 "' u: LL CL :c ~ <( ffi @ ~ 15 a; "' ii; fi5 QC u, z 0 -u, > w a: a: ,tc i- '.l.l \; ,j' u·z ~ ~.z z :J < ,.., C z <C CJ z -a: z ~ :3 ~ a. cZ zQ z :3 5 "'0 c.:, :E ~w I= C :::::, 0 w w a: I- C, -fil 0 ~ 4. z -~ ':j ~ 0,. SCALE: SHOWN ~ aj "' ~ "' "' 0 "' "" 5 :1l I!! 1'i ~ I r''"·-1 I '.m:~11gst.ofj~1i~m: :~aL·i~ifij'. o· 1' 2" DRAWING IS FULL SCALE WHEN BAR MEASURES 2'' DWGNO.: SHEETNO.: C03 05 '1' ;l·--~~~~~~~~~~l_-{' ~-----------8" '.)i 'N · ,3" Cl '.\' ,'::3'' -JI vV I /a _ -~ J __ 2~----_________ _________ ________ _ ___ 0 _ .. _c:~·,-~------_8 _ ~v --------c:,"_J_, 1 ~----~ -~ -__ 2_·_:):-w ---------~--s· .::' ___ ~~s~· ~c~1 ~w=~::~0::-.. Sc;--, ;..,,,,-===S_1L ______________ J ________ J _____________________________ _ C OJ: i:c/ 0 1l10NROE A VE. NE 60' ROW 0 i i -, tr· .....--B,. -i --. ----t, I 1' I ·1' ------""==f'c~c~l'j-: ~J'<, ~I . ! ··-: C) ()·1 _r ; ·1..;-1i/ 1 / I . I I r--1 I EXISTING 0. 75 MG 565 ZONE ''.,' : I . . I I ELEVATED STEEL RESERVOIR I -I OVERFLOW ELEV. 569.1' I . Zr.:~. j (HLD 565) -·'---- 1 i ~ 1 • j • ROOF ELEV. 576' (APPROX.) ·1 ' i' ,., L ==---,I. ..: 1' l' BASE ELEV. 434' (APPROX.) I -----, w --1-----~ , :I DIMENSIONS: 66.5' DIA. • j i I / I JL' ' (APPROX.) ~ --i . i -~:-·-c, .-· IL ' ; ~ 1 ,,, -__ ---~·4·1s·, 621~:,. --~-·--------,_,..,....\ /'--- ,. I I I -' ----, ----· =cl I =cl ?'!' z " I " " (A I " ~ (A "' 0 0 0 0 0 en 0 0 ... "' I I -I I 'U ?'!' " I " (A I ~ 0 0 0 ... u, I I I I __ J, . I I I I I I I I I I I j I i ""---'----, __ Jj __ _ --=-·-----_·-~.I :tt __ i'f_f!I",' > ,1,11-. ---.lf/r'--:Jj_' . ---...._ __ --;s---~-,-~;_jj~,· ==-Sc . ::....J -~-----~~-. ·--- r ! ; fl J ! I 0 1 1 1 11 t / 1 t?\[J/i\J\\/>; ," ---=-r\ J ... __,____.__. . -. '2. ii: 'N ---/ ---12'' lJ; W ------------------··-----·-----_____ , __ ~:§) ,----- / ,·. -" ---·····-·•" -,-~) ,--~---1 I '\/· . I ___ J ~_j [ __ J i __ J L__J 1··-~ ··;:)'1//, . I ' I . / ! ' ·t: \ ,,-1/~ //..___ --___ ·-'II~/_~ ',' ,1 i ' l i . . ,, LJ \ {§~ \ .<i:f< . // (frJ5J I . r'' I . l . . \ -.• 'T ;--,.---, . 1 l I I I r~ _/ -------------------------..... "_ ·--_ <. ·,0 :,. __ ·-{,,~~-11. \/~>,. .J ;;/ .. ~._,)=--- / I / I I ''"" <'~>:'-/\ I, ~i~·--1-7-.-~-w· \ r r ---..[1/ ~ / /,.c:.~~~1\ --____ , / /,/X./ ~ '<1 / ,__..... __..... i ir'/ ;n:-: l-_ : -,., , 1i4--.,,__ ~7-. ..---".~ l /"~------______ __/ I ,1 >-<<----~.;::., -....; c~ ~I ~v -~--,:lf:_i---~------_ ·--.:.-:·::_ 16",.C 1.v --·~---------------/ · ~ l '..: i\ n --:1_ I I i~. I. . /-I ~ -/ I I I , ----....______ • •• ·". / j ' . -, ______ --I /'' 'r-----------";--... ----../ -·----_/./ i,' r ·/ \ / -. . I/ . r:/fl ~= 1i ,r~)~··. ~~~ -·-------,--=-~:~-::._~/ ,.,, I ! , Jf -· '//".· . !; /1 I-, 'r-r 7; / ,; , , . ,. I :'l!/!Jt/1 ) I '· :<: I~ ! I' ! ~ l~r I! I f / I I . r ) c,, (;"J ~ i:'>j '"-l i I ! · -t! I' ! . / ! . I i: . :~-;' I I i , ii rH1' II , ti / ,/ I LL-~;a~)-~t\ i ' IJ I / I 1 ; r:..c:r--'---1 I 11 I EXISTING BOOSTER PUMP STATION EXISTING 1.5 MG 435 ZONE CONCRETE RESERVOIR EXISTING 2.0 MG 435 ZONE CONCRETE RESERVOIR OVERFLOW ELEV. 439.8' (HLD 435) ROOF ELEV. 448.5' (NOM.) FLOOR ELEV. 421.5' (NOM.)' DIMENSIONS: 122' x 230' I I I I I I J f I I I I I ' ' i . ' i I I I I I I ! i IC• ')'.): ) Q -0.,/ / "' , r Ii bf . , 1· ~ ~ / 1 11_ i'° (J I ·-r""'"'"1 .. 1 / 1 1~ ,~ ~---crru 11 ROOF ELEV. 444.2' (NOM.) FLOOR ELEV. 430.6' (NOM.) DIMENSIONS: 22'x16' OVERFLOW ELEV. 439.8' (HLD 435)1 ROOF ELEV. 448. 9' (NOM.) / FLOOR ELEV. 425.9' (NOM.)' DIMENSIONS: 151' x 155' ------l ! I . a -· ii I I / I EXISTING CHLORINATION BUILDING 11 r / ( RooF ELEv. 446.3' (NoM.J I; i FLOOR ELEV. 436.8' (NOM.) \i ~ I DIMENSIONS: 18'x12' !r /r 11 , 1 ' ~ \ I • i ,, // I \ \ -._ I ' I', ·-\ ·~J'·-!1 , D ~ \"' // ' I i \~ ..... c // / 1~)/ I ---/_i . · _ . ~,~-,:µ:::, =======rr----------. . . -----==dJ '[: ___________ -~. . ) I l.'.j;: , --\, -------____..-....._ __ :::,"'-\ I I ~ l---', ./ ---------'-"::::, \ ,/ __ / ~ .------1 ---~ '-'::-, \ w_r{Jo .. -,. ,, .) r ==-.:-~-/_---=~---:-: ~--,~r~=c. ~ _y~!j /1 i -------------· . . .. ---438 __ 440 . fu ! ::;5 ~ <c~--=~-~~tt-~ __ --:: .... · ~ -.. __ · __ ;:-·, -------------- OLYA1PIA -~=-=--. = -...., =----~-=~ ---=' r I --------~·----- · 2" ~), 'rv ---------____ _ --· 1 C ------------------- =cl ?'!' " " ,_,, "'2 0 0 0 (A u, Ji 'N --- r-·---i (/) ' ' :r: I • fT' I o ! , ____ ; 'I I I I I s I I I I I .i --------- -I 'U ?'!' " I " (A I "'2 0 :;:: 0 0 F; "' C> ---------- ·--~ ------- (._) w Cl ·---------------_-_·2_" _·_w -------i2" Di W ----------~/ J- --1 'U ?'!' ----0 _,. N "' 0 u, <.D 0 .p. N EVERGREEN RETIREMENT RESIDENCE I --'------. ·-·= -=. j ·~~ ·==~ . -.,,...~ TPN: 04230~~;7;4~ ,,Cc ·---~ -I ----·------·---~ ---~-------·---------------------------·--------4---- i I -- ,, ' i'. I) i II~ , I i '. --1 'U z 0 "" u, 0 g 0 0 I I I I I . I . "" I 'U =cl z ·I z ! 0 ;I "" 0 '5'. en I 0 en 0 0 0 0 <.D 0 "' <.D 0 // , I I ; I ' -I 'U i? 0 '5'. u, 0 0 0 Co "' -----I "" \ -I '"O '"O z i? 0 0 '5'. 0 --1 I .p. <.O 'U N ~~ (.,; . u, 0 0 u, u, 0 // 0 <D 0 0 0 -..J 0 I -..J 0 a, _,.. en a i I <D • i I I TOPOGRAPHY MAP 1" ~ 30' z w "' "' 0 N ~ C> "' 0 ~ c'i ~ '" LL :r: <( I '" '" ('.) s: 0 a. <C I:\' >-:r: a. <C "' ('.) 0 a. 0 rn :;,: z :± 0 ('.) I rn "' > :la <C w ':j "' a: "' 0 N ~ C> "' 0 le! ;a; ~ a. :;, "' @ /6 c1i ~ % C) - a. <( ~ > J: a. <( a: C, 0 a. 0 ... fil 0 ~ 4 % -2 :j Ul It. 0.. ~ <o "' 0 "" "' ~ ~ ~ d SCALE: SHOWN 1~~:f'.·~.M,,.~r@h~!.,.<Tui~I ~ r r DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWGNO.: CO2 SHEETNO.: _ __,, 04 ~' ,;• 22 ------------------- ~IONROEAVE. NE 60' ROW ~ I I -i ~~-------------C----,-----------------------------------------------------------___ J1i _____________________ _ t "'' I 9 0 ' f•· -· ---_ ___::.i""'"i"4 ---/.4)0 ···,s.. 1 //0f~--------1, _ _;_ ___ ..l......~---r-------r------T---------T--------1---------r--------T------------::?-'~-i--;~·~/~-~/-~---.~\..L_ "-C' . i ) 0 ( 4 I C PROPOSED STREET J : I I -<;~ I .. , ' ·)1..t I -------H f----1 I ,? -·-·-·· EXISTING TREES AND SHRUBS ALONG STREET FRONTAGE TO REMAIN -----1 I . I . I I . I . _,_,_,_.! 0 I I ' . ,. ., I <:, i I I \~ \ I I I I I I I,, I I;, --z.-, -· ·-FRONTAGE I I I -1,· 5"F IMPROVEMENTS W/ 8' r 8230 \ WIDE PLANTING STRIP r: 14"0 / -~~3: j WITH GRASS J i ·;;." PROPOSED STREET I TREE, HEIGHT AT I / MATURITY IS 30'-50', ·1 SIM. TO JAQUEMONTII BIRCH I ~ lj I D D I ! PROPOSED 8' TALL ARBORVITAE AT 3' O.C. FOR SCREENING, TYP. AT GENERATOR AREA PROPOSED LANDSCAPING PLAN 1" ~ 30' I I I / ~ /'- PROPOSED 1 O' WIDE FULLY SIGHT-OBSTRUCTING LANDSCAPING BUFFER PROPOSED 435/445 CONCRETE RESERVOIR CAPACITY: 6.3 MG@ 445.5' O.E. (HLD 445) CAPACITY: 4.7 MG @ 439.8' O.E. (HLD 435) SEE DWG NO. S01 FOR ADDITIONAL INFORMATION OVERFLOW ELEV. 439.8'/445.5' ROOF ELEV. 450.0' (NOM.) FLOOR ELEV. 425.0' (NOM.) DIMENSIONS. 174' x 259' NOTE: "" -- J 1. THIS IS A CONCEPTUAL PLAN WHICH IS INTENDED TO SHOW APPROXIMATE AREAS OF PROPOSED LANDSCAPING. A DETAILED LANDSCAPING PLAN WILL BE DEVELOPED DURING DESIGN. 2. ALL PROPOSED LANDSCAPING, WITH THE EXCEPTION OF THE LANDSCAPING AROUND THE GENERATOR AREA, WILL BE INSTALLED AS PART OF THE RESERVOIR CONSTRUCTION. PROPOSED LANDSCAPING NEAR GENERATOR WILL BE INSTALLED AS PART OF THAT PROJECT AND IN ADVANCE OF THE RESERVOIR CONSTRUCTION. UN .;1 J: ~r z:g -~ rr:o:: ,... • <Ci ;2 tit.J Jl I.?~ N z <Ci .~ '.:J',l :·· -c 0 [!'.., Z:z Z w- ,:(~ . w i.,{<: z :?: ~ --"' ·.;: z:-1 u 0 E _j a 28.J,s l,.U: ... I}) w e-,j w 0) -E l'. C'\,I N .. C'\J :c~O~ [k'. -[I~ ~ ~ z ~ ~ ~ ~ ?: ~ ~ a. ~ C, z ~ ~ ~ - ~ ~. a. ~ C c.:, <C ~ ~ 0 ~ .,., ~ u, ~ N C ~ (') c.:, z ~ ~ ~ <C ~ _. u ~ ~ C ~ < w ~ en c.:, 0 ~ a. 0 a: a. ~ CJ z (!) -fil 0 en ~ z 0 -en ~ > w 'Z a: -~ !l 5 i " ,); " ~ 0 Q.. ,0 ,0 0 0 N N -- ~ ~ u ,., <l> "' CJ CJ ~ ~ ~ cl Q ~ ~ 0 o\ '" ~ c'i u. 0.. I :a. <( "' I Q !j/ ~ a; "' <c SCALE: SHOWN l1{&£?'ii&h!$i~~·l'~f1[1~~1 O' 1' 2' DRAWING IS FULL SCALE WHEN BAR MEASURES l' DWGNO.: SHEET NO.: C10 12 Ci'?~ ·r ·,:iu ::i.L..., V ....,.::i II v. "' -• I j "\ l §c,8 -~ --~~' ~--------------------t-----------------------------------------------------------------------~-------------~---------- F ~ -:/ 1l10NROEAVE. NE ill ".' ,;l I \: : ;'.)} , 1B" \·--=~----UH~E!.c~-~~_: ,J'n4:~. -~:-·.: -~,' . ' ,, ' • /' ,,--- \ -, -ti if/ t(l ~ . d ' \r,i, ... ,. -i~ j 40 iJ1,1f;0r· ,-.. --------i------1-.---T------,-----T·-------,------,-------~,------,---'---------+r~+---~~--_l_- "'u "'~f1. .:;: 111 l!i r ( 11 'f,! ,,:, . f' r.. fc t., ' ) \ \ I .\ r[JJ / ---_ _:,~· =,t;1I :-/t:, f ~( C \1 / · i,)J ~:! ii i"' (' I '"' z i--'µ".'' n '" rf ; I -Z:::-'PROPOSED PROPERTY LINE, ,) ~ 1 i~1'*·: r. t rlt} \ ~:~~N~i:~~0::;~ TO ~:i:i::iEt~~~~EE DWG l i/ I~ 4· £ " !~(v RIGHT-OF-WAY DEDICATION I NO. C09 FOR ADDITIONAL (, ,, 1-8 \ii . ~t · ,. I INFORMATION I I ·-::r l ;' r '"/I ·,, 1: I :~ _,,, ' i 111 I /"' EXISTING FIRE HYDRANTS, "> ) ,I i'ilv "'-/0 't'\ --TELECOM PEDESTALS AND il.:'V-t,i .,;l 1 -1 I ROAD SIGNS TO BE ( .,./,; C,. (); " ;,:i 11 ei I • RELOCATED TO WITHIN I ___ _. "'' IP: c5; -i I! \ PLANTER STRIP, TYP. I 11" ~ ~ ,f i_::i'. CONSOLIDATE EXISTING POWER ii PROPOSED 5' 1 11 ·~~ · · 6 f I ~-__ , METERS INTO SINGLE MUL Tl ,.---.. , "I BIKE LANE 1 #/ '.~ '. i ·/ I II r ~ METER CONFIGURATION . 'IYf.1 . I I lb =11t PROPOSED CURB -._, =+~~\'T \· •, f'_.1 • • ··o~ ~lib' .S ---:--, AND GUTTER -~ 1 ,i,i I 1 -- PROPOSED 8' PLANTER j , ® • I PROPOSED 5' SIDEWALK ! "' / y_ ' \, \ i -~ i 0 v " I ( " i I~ _, _J, -~' I : I i I : PROPOSED ROPS/STPS VALVE AND METER VAULT _L ., j, • PROPOSED 28 s,ooo GAL STORMWATER ANDsTRAETs10ERNVSOIR .. · . , OVERFLOW DETENTION VAULT AND PUMP Tl : SEE DWG NO. S05 FOR ADDITIONAL INFORMATION ( z 0 0 C i / I I I \ ,,. ' ;-J ---~ PROPOSED MODULAR BLOCK WALL PROPOSED PAD-MOUNTED GENERATOR FUEL CELL AND LOAD BANK EXISTING 2.0 MG 435 ZONE CONCRETE RESERVOIR -, J ·.:.• ROOF ELEV. 429.0' (NOM.) I FLOOR ELEV. 418.0' (NOM.) I : DIMENSIONS. 210 • x 30 ' I '~ PROPOSED 4351445 CONCRETE RESERVOIR "' " PROPOSED OUTDOOR GENERATOR AND SHELTER FLOOR ELEV.: 'APPROX. 436.5' ROOF ELEV.: APPROX. 449.5' ROOF DIMENSIONS: 18' x 22' OVERFLOW ELEV. 439.8' (HLD 435) ROOF ELEV. 448.5' (NOM.) FLOOR ELEV. 421.5' (NOM.)' DIMENSIONS: 122' x 230' I :.· : ... · I I, i.. CAPACITY: 6.3 MG @445.5' O.EE, ((HHLLDD 444355)) · / p CAPACITY: 4.7 MG @ 439.8' 0. , I : 1ffi1~rti~(~'~,~~\L SEE DWG NO. S01 FOR ADDITIONAL INFORMATION I 1 -----------------------------I I /1Lf <) ~6~~Fi~~-~~~~.1~~:t 5·5' EXISTING BUS SHELTER, DO NOT DISTURB . I ' . ·1 -·-·-·-· EXISTING BOOSTER EXISTING 1.5 MG 435 ZONE < PUMP STATION CONCRETE RESERVOIR z'l~:sb23:rT"14+L__ ROOF ELEV. 444.2' (NOM.) OVERFLOW ELEV. 439.8' (HLD 435) FLOOR ELEV. 430.6' (NOM.) ROOF ELEV. 448.9' (NOM.) ) I I i .. .\ I DIMENSIONS: 22'x16' FLOOR ELEV. 425.9' (NOM.)' DIMENSIONS: 151' x 155' EXISTING CHLORINATION BUILDING ROOF ELEV. 446.3' (NOM.) FLOOR ELEV. 436.8' (NOM.) DIMENSIONS: 18'x12' PROPOSED 10' PLANTING STRIP. SEE DWG NO. C08 FOR ADDITIONAL INFORMATION. PROPOSED 20' TYPE 2 DRIVEWAY APRON AND PROPOSED 20' MANUAL SLIDING GATE -'Q,. / ~ ! 'Q,, I PROPOSED SITE PLAN 1" = 30' I .•. ,.·_·. I ., / FLOOR ELEV. 425.0' (NOM.) · \ ltr-\ DIMENSIONS. 174' x 259' 1 ( ·,( j -4 / ~ A I ) -\--C03 'l~fi-'~1.'----.: ~ t-· PROPOSED INLET PIPING PER DWG NO. M01 I .. .-_/ ', '{ I I \ I \ ' • / \ PROPOSED OUTLET PIPING PER DWG NO. M01 " \ . ./ "--· "' "' 0 -0 N N . --u u QI QI 0 Cl ~ B! <'i <'i ~ h 0 ;:,; a: u. (L :i: :a; <( "' I @ " ~ <O c.i ili ~ fl'.\Q:.'. ,- 1:J ~ :re u 7 '~ Z'z Z LJ.i.\ .. <r, %. C) -- z :3 D. UJ .... -u, 0 UJ u, 0 CL 0 cc a. ~ 0 ti) ~ z 0 en 4 ~ -z. a: -~ ~ Ul ct. D,. SCALE: SHOWN ~ "' "' 0 "' "' 5 ~ Q ~ Cl l{!$ifil.,"iit"c-,.~*;~r~~_M1,~;1f-1:si'J ~ r r DRAWING IS FULL SCALE WHEN BAR MEASURES 2" DWGNO: C04 EXISTING CHLOHINATION PROPOSED 435/445 CCiNCRETE RESERVOIR CAPACITY: 6.3 MG @4-t5.5' O.E. (HLD 445) CAPACITY: 4.7 MG@ 4:Jg,8' O.E. (HLD 435) OVERFLOW ELEV. 439 U'/445.5' ROOF ELEV. 450.0' (NOM.) FLOOR ELEV. 425.0' (NOM.) DIMENSIONS. 17 4' x 259' BUILDING ·-\ EXISTING 1 5 MG PARTIALLY ): U'r------------\t-_-,-____ s_u_R_IE_D_c_o_~Jc_·1_i_1:_.T_E_ri_ES_E_R_v_o_1Rl·_-\-\--------------,--------------~--;;;·~91:e~--;'~; ----------,------+----------,---------------,il60' . ELEV= 4403' . RIDGE ELEV= 448.6' , {~ .~ . • •::, . \ O\/ERF 1 OW -. \ \ ?aS:,v ::::i::: ... --··-__ f.£~~ \-_ _ ·, " \RIDGf E_i:~~-:44~~'-i ___ \ TOP OF CURB WALL \ ;::~~ 1 == \\ ~ '\. ---Ei~E\/~4413; "'\\--····---------'"-------· _-_-...;:-_··-·~;,~ .. ------------. .-----\--'--~"'--'--'-··· -____ -__ r" ___ -..... -L_~-------------· -----~--~-----_,ci=----~ -r--·-------·--_J_r--___ --.J.:--::-~_· -_;;c ___ _ I '~-'~ I I --1 13 o· f--· 43 , N 12T~ s_:r:~~E_'._ _ __ .... -------~~-•-C ----·------· -·-•. ---"'"=,-,... t • --·-.. -----····· ..... -··· ·--·· . ·--";~~=· ' ' .. f i ~-~j---.Ll-----<,, \~o~~s ..... ~~·· \ rrur-- 1~1LET/OUTLET '~--·i \.. ff ELEV -425.6' . ',_ FF ELEV= 42!i.7' ... _________ .. __ ...... ··-·····-·----··----------··-····-+·· -··---···'-.. ·=·-=-=· =-=--~-·=·-~·· ~· ·=····=·=· =-=-·=···=· ·=··-=·· =· .. 4J~. ~~~~=.:. 1 8" Cl DRAIN . ',, CONNECTION -···-------"--G8NFfGHFMT+GN -- ui1KNOWN I I EXISTING 2.0 MG PARTLl\1.L '! I ·-· ----------···-·· .-...... .. .. . ..... -... --·· .. L BURIED CONCRETE f1ESERVOlfl PROPOSED 15' WIDE ACCESS ROAD FULL PERIMETER 50' 40' 20' 10' 40tH'--+---+----+---i---1---t---t--t---+---+---1----t---+---+--+----+---+---1----1---t----+--+----+--+---1---"---t---+---MOO' 7 +00 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 PROPOSED FRONTAGE IMPROVEMENTS, INCLUDING BIKE LANE, PLANTER STRIP AND SIDEWALK, TYP. EACH CROSS SECTION. SEE DETAIL THIS SHEET FOR ADDITIONAL INFORMATION. SITE CROSS SECTION A PROFILE H: 1" = 30', V: 1" = 15' EXISTING 2.0 MG 1-l TOP OF CURB WALL ~· PARTIALLY BURIED r UT--------\-----,--------------=---------------------+/_c_'O_r~_CR_E_T_E_R_ES-;-E_R_VO_I_R~~ ~~;!.-'-E~iL_E 1 _ 1 =_ 4 _ 4 _ 1 ·_3·-----:-------------c---------------r.460' r-TOP OF ~?~;JMN ~~ .~ .. EXIST_ING TRE~S ELEV= <l39.8' 0\/ERFLC\'V 1:v}i / // ELEV= 44" j i~~;, ~ f ro BE REMOVED • ·~i; ,%~~--------·-· -···-··--·· ··-·-' -·-·--··-----------·--------------------, I ./ ---------------------_,_7-2~~'>-··::...~ /·---------------·-"~-""''""·="'"',,;.,.""-' ....... "'""·' .. ., ... '" --~·~"'"'"·., '""'""'""'""~·· ... ·"'-~ '"'"·· -,,_,, .,,." ,,. .• .,,-~ ,, · • ~; EXISTING CHA.IN-LINK FENCE -~-----\'\i-::7/--------t:::]f~~ 1 ; ' > ,._.,,..._,,,.,'°""""'""''="-"""<;.'•ko!C~~•'" -~---~• ·, r-_, ,-cc;==J-;----:=~t:[==-----=~;..::=F~tc?' , ' f~=--1 -12-TI--I S-T-F-/E_E_T--~-r.==~==-!:---+---·-------··· ·-··--+--···----·-·-··-·-·-·-··--··------------··-·L---------- 0 -···-·-~~.. a=; ·--·"··· :, ----··-·----------·- ···-----·-·---·-·--·--·····--.--~---.,-----------------------,----------------.. . . ·7 ----. -----..... '-----·----····-· ~ ·-·----' -·--·--··---···--. ·---·---·----·· ····---···· ' . -...... -· ... --. ·-L . --------~-.. I:;' Cl INLET/OUTLET _/ · '""'"'""~,.,.,.. . . ---·- ..... -·---·---· -·----·····-··----··· ··---~-.. --·· ----··~---···· -......... .. ..•.. )· .. ·. . . --.. .. ' PROPOSED STORM DRAIN PIPE PROPqsED ---- ·---·· (IN FOREGROUND) INLET/OUTLET PIPING 50' 40' 30' 20' 10' llfj-----+--+----+---t---+--+----+---i----t--+----+---+--1--+---+---t---t----+--+-+---+--+----+---+----+--+----t---tl----1..400' 6+00 5+00 4+00 3+00 2+00 1 +00 0+00 SITE CROSS SECTION B PROFILE PROPOSED288,000GALSTORMWATERANDRESERVOIR OVERFLOW DETENTION VAULT AND PUMP STATIONS H: 1'' = 30', V: 1" = 15' ROOF ELEV. 429.0' (NOM.) FLOOR ELEV. 418.0' (NOM.) DIMENSIONS. 210' x 30' CONNECT TO EXISTING STORM LEAVING SITE, APPROX. IE= 417' er c:' ,~ ''<ci; -· C ; LU D PROPOSED TREES, TYP. NORTH, EAST AND WEST SIDES. HEIGHT OF TREE AT PLANTING APPROX. 6' f-----------32.0" PROPOSED R.O.W ----------1 ,-------·--30.0" EXISTING R.O.W -----------< qJ] EXISTING SOUTHEAST SITE ENTRANCE EXISTING BUS STOP EXISTING FRONTAGE af:j EXISTING SOUTHWEST SITE ENTRANCE EXISTING UTILITIES WITHIN FRONTAGE AREA ---• • •• -0 ,-,c,v,,> • .'~$-Css_,,,,.,.,, ~ i-----12.0' ----~-5.0' 1.5'L-8.0' EXISTIN!:-17 ._ TYPICAL SECTION OF PROPOSED FRONTAGE IMPROVEMENTS SCALE: 1" = 5' z w °' "' ;; N ~ u a, 0 ~ cl "' a; lL :r: <( i "' " w 0 5 0 w ..l u:: 0 °' D. I D. 0 °' D. n. ± co :E '" I "' "' ;; N ' ~ u a, 0 ~ ~ Q ~ 0 a: CL ::,. "" a I ~ CJ) z 0 -CJ) > w a: ,f) ;f) lj) rr:'rc:: 1- l.!J-;u .fl u 7 .- z:;; ;J'< ~ Z ... .JV w.c.. Jl z C> - (/) z 0 -l-o w fl) (/) U) 0 a: u w 1--U) C w Cl) 0 a.. 0 a: a.. fil 0 ~ 4 '% -2 ~ uJ tx. ,c.,. SCALE: SHOWN "' ~ ~ ~ <::; ~ ~ "' ~ "' "' 0 "' ! u, "' a le'; d 1¥z:.et~'\£00,i.'2HA'-"';@Jili#i;>r,t;J*zy.w._4,ij'@lli,~*J1 ~ 1• r DRAWING IS FULL SCALE WHEN BAR MEASURES 2' DWGNO.: SHEET NO.: C05 07