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Home My WebLink AboutPlan, Tentative APPLICANT 11/12/2009 ~ I L- --~--~,: I I 1 I I 1 I I I I I 1 - o o . N ex> I I l# "4 - - 29'-0" O_YV::>CS LIMIT OF AREA OF WORK \ ~~ -\ ) - - 1 " I I l# ~ . ~--- - - -- w - - I'- LO 1 /' " o I I @ / o o L 1 &/890 51,~ CD ..r~. 165.63' CTh":\'. '~.' --riev ~ ~ ~- - -- . \ /9~ - / / ....._.__..._,.~.._,..~g / I I I --I I I 1 I I ,---"'->"~-~-'--< ;2. . - - CD , i ! 1 I I 1 I I 1 ---I- I 1 S /i~ _I- . ~$ \ -. ; - -\ .. - - - - - / .~. --- if'\\..-~' .. ", 8 ~5 '2z.)/ , r I , i _ f.. .'t,.. } "\~/ yr--~ PUBLIC UTILITY EASEMENT 8'-6" t. = ~ 0 I ex, ~ Gi) ~t -"'\\, ". -., \. CD \\ --. iL . \. .... . I DO NOT IMPACT NEIGHBORING PROPERTY WITH CONSTRUCTION ACTIVITIES en _I ~ C\I PUBLIC UTILITY EASEMENT I ~l -- o I (:) ~ PLOTTED: 9/14/20093:17:28 PM CD ..r_~_ ;;,. ~ ~ ::>_A '.J @ \ I \ ~ I . , 5'-0" i - 81-6" t. ~ ,. '. ....:A - ..;. , ...... , /. ::, :,. .:'. .> < .'.:.. ...:.-: :><~ <: ":'. :" ': . .~:<~\'\.~. >; ..:' ': :"::.:">'~'. .::':.';\ A /" 4 '. .. 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'r-~;0 ,CD ~ j GAS METER BY NW NATURAL @ .. .. . / ~ /~ 5'-0" t.o '6 CD~ # ~ o , N ~ CD CD - 8'-6" to . -~ ~,-"'~,~ " I J I 8'-6" .... 10'-0'" * ~- ~, to . * , * . o , Co ~ ~ 1) ..! .. . , "- .. ~ ~ ~ =- <li~ 48'-0" 51'-0" 5'-0" , ~ ~. . 20'-0" 7'-0" 17'-0" 10'.4" I I * # # 1 @ 2'-6" : ~ ~. , ~ , . , ~. t . PUBLIC UTILITY EASEMENT (0 I ex, ~ CD .J .. DO NOT IMPACT NEIGHBORING PROPERTY WITH CONSTRUCTION ACTIVITIES ~; _----_16 ~ 8 ' /.<'" .,~ ............. 24 ",' '..... ~~ . ~\ ~ /.- \. ,: I " f ' II' "\,., I - 8'-6" ~ y .< \, -" \ CD \ ~ iL ~ L- 20'-0" .....j'\ CL ..1_ 't. . /' ]- ,']6 o 4' , ex, ~ ~, .... c ~ /-r- ,>..". 'I.-~ /"1 _ CD ....d b , CD iL '.J 890 51'W ~ 75.62' ~ a: o z . 1" = 1 0' NO. REVISION ~ .. / / (4) 112" <l> BOLT, EPOXY SET Ll . - '. ~'. ,; - --7 A A. <:10 08:;;? ~8:;;?0 0~8C' 08[2 cJ:8:;;?0000A,,? , 0 '-Jo 0 0 0 w/:: c:>. r--. '-J r--. 0 0 'o-Jo OC><\JD . <\JDDD D '00 D D <\JDDD D 0 <\J( ':? D<\J,-, D <\J,-, DD D D <\JD D 00 DO <:) D ~ DDOaOroo <:) DOo'OD oOaOroo <:) vDDe oa!X'() 0 2 - . L 8 9 o , (:) ('t') 4 ~~ ~ ~ , N EXTERIOR BICYCLE RACK 5" 1/2" PLATE 2'-0" * ~- 7( 3 <= ~C< SEC ION .J . . ... ( ADA PARKING SIGN WI ODOT STANDARD TEXT 1" = 1'-0" 1/4" STEEL CAP, WELD & GRIND FLUSH ATTACH SIGN TO POST WI GALVANIZED FASTENERS o , j'.... x~ /x / 2" DIA. GALVANIZED STEEL PIPE - PAINT ADA VAN-ACCESSIBLE SIGN PER ODOT STANDARDS .. . 5"0 PLATE './ ~ / (4)1/2"0B~LTiEPOXTSET r.~:~~~(E)CONC.WALKWAY /' F . ~ ~ r\ 4" GALVANIZED STL. PIPE. PROVIDE ROUNDED STL. ...... CAP WELDED TO PIPE. GRIND WELD SMOOTH & (0 I Co PAINT 10" 1/2" '" PLATE (4) 1/2" BOLT, EPOXY SET (E) CONC. WAUWVAY ~ 30 _ _A ~D PIVOT 72 West Brl)~.dway 1.t.:.54.....La...42..72.....9....i... 'Eugene, OR 97401 . ~rchitectore.com fi541.34U~35,: :. .K M D :KMD A.:R:C'HITJt"CT'S A:-t;rD. 'P'L.ANNE:RS~ :P.C. AR :0. H t I.E. C: t .UR E- 4,21sv;(S:.f:X lH' .AVEN U:E 'P;:6.RTLAN D: (5"O:3.J 22 J '- f 4'T4 P:;LA N N: r ~G SU "t.f 13'00 O,REGON :9.'12.64 fAX. {5tl$) 2:2'1-01-62 DATE 1" = 1'-0" ~ '" ~ 1" = 1'-0" . SII E PLAN KEYNOTES CD CD CD CD CD CD CD (iQ) CiD @ @ @ <ID @ @ @ @ @ @ <ID @ @) <ID @ @ SI . (E)AC PAVING (E) CONCRETE SIDEWALK (E) LANDSCAPE BED BICYCLE PARKING SPACES (EXTERIOR BICYCLE RACKS), SEE DETAIL2IA001 (E) CANOPY STRUCTURE & CONCRETE SLAB REMOVED IN PACKAGE #1. (E) STRE~T TREE (E) ELECTRICAL BOX (E) LIGHT POLE, CLEAN & REFINISH AS REQUIRED, (E) CHAIN LINK FENCE (E) BIKE RACKS (2) (E) TRANSFORMER AND CONCRETE PAD (E) STREET LIGHT POLE (E) WATER SERVICE METER (E) SIGNAGE TO BE REMOVED (E) FIRE HYDRANT (E) TELEPHONE UTILITY BOX REPAIR (E) BROKEN CURB, SEE CIVIL. (E) CURB CUTS ASPHALT PAVEMENT TO PROVIDE RAMP ACCESSIBLE AISLES UP TO TOP OF (E) CURB, SEE CIVIL. NEW CONCRETE SLAB, SEE CIVIL. (E) POLE MOUNTED SIGN WHEEL STOP (TYP.) BOLLARDS, SEE DETAIL 4/A001 ACCESSIBLE PARKING SIGN, SEE DETAIL 3/A001 SPEED BUMP, SEE CIVIL E PLA'.J GENERAL NO I ES A REMOVE (E) PARKING STRIPES AND APPLY NEW STRIPING. CODE INFORMATION ADDRESS: 2073 OLYMPIC STREET, SPRINGFIELD, OR 97477 TAX LOT: 17032542 TL 01100 ZONE - CITY OF SPRINGFIELD: COMMERCIAL ZONING DISTRICT - GENERAL OFFICE DISTRICT (GO) (SPRINGFIELD DEVELOPMENT CODE 3.2-310) BUILDING AREA 6,830 SF 6,944 SF ~.~ 6,944 SF 1,380 SF 22,098 SF 30,232 SF GROUND FLOOR: SECOND FLOOR: THIRD FLOOR: FOURTH FLOOR: SITE AREA: TOTAL AREA: LOT COVERAGE BUILDING COVERAGE: LANDSCAPE COVERAGE: IMPERVIOUS SERVICE: 6,830/30,232 = 23% 3,824/30,232 = 13% 19,578/30,232 = 64% VEf-IlCLE PARKING ANALYSIS SPACES PROVIDED: TO BE DETERMINED IN FUTURE BICYCLE PARKING ANALYSIS REQUIRED BICYCLE PARKING PER SPRINGFIELD CITY CODE SECTION 4,6-155: 1 SPACE PER 3000 SF BUILDING AREA FOR OFFICE OR MEDICAL USE, 25% LONG TERM, 75% SHORT TERM, NET BUILDING AREA BASED ON "OCCUPIED AREA" (INSIDE EXTERNAL WALLS LESS CORRIDORS, STAIRS, TOILETS AND MECHANICALlELECTRICAL. NET BUILDING AREAS: GROUND LEVEL: SECOND LEVEL: THIRD LEVEL: FOURTH LEVEL: 5,416 SF 5,465 SF 5,340 SF (NOT OCCUPIED) 16,221 SF TOTAL NET AREA: REQUIRED SPACES: 16,221 SF /3000 SF = 6,2 LONG TERM & 4 SHORT TERM SPACES PROVIDED: 2 LONG TERM & 4 SHORT TERM .. NOT FOR CONSTRUCTION PACKAGE #2 - INTERIOR REMODEL - 90% - GMP CONSTRUCTION DOCUMENTS 145-103 AD CHKD,BY BS 11/06/09 G z o ..J :J m PROJECT NO. DRAWN BY DATE ~ SCALE ~ TITLE o Lane County r\ ~ Cvptj ~ t DATE 1113 1" = 1 0'-0" SITE PLAN w w c=: - C/) o 3 ACC =SSIBLE PARKING S GN N Riverstone Clinic - Olympic Building Remodel 2073 Olympic Street Springfield, OR 97477 It. )(ZG200Q !-. - ~ ~~ .. . .- \J . ~\N\M.U~ \ ~COPYRIGHT NUMBER AOO 1 o-f ~~.~ . , 2009 BY KAPLAN MCLAUGHLIN DIAZ. ALL RIGHTS RESERVED, w I 4J J..... 0, !j G- w w ST Lt.J J..... 0, 1/ EX ELECTRICAL TO REMAIN CP SHEET NO I t:S 1. t<1:.tt.K TO SHEET. C200 FOR LEGEND AND GENERAL NOTES. . 2. BACKFLOW PREVENlER DEVlCE(S) AND ENCLOSURE'INSTAllATlON SHALL MEET ALL SUB' WA I tJ( INSTALLATION CRII t.ldA. .3. REMOVE AND REPLACE FULL' SIDEWALK PANELS AS NEEDED FOR UTlUTY CONSTRUCTION.,' >CONSTRUCTION NOTES. 1.. SUB WATER TO PROVIDE AND INSTALL ALL TAPS. CONNECTIONS. PIPE.. FIRE HYDRANT, AND VALVES ". . FOR"EACH"PUBUC 'WATER--MAIN CONNECTlON.- SUB.WA,tJ( '-TO . PROVIDE... AND ..INSrALL:Dt.It.CTOR.Mt.ltR......__...:-. ON.4"F BFP. CONTRACTOR TO INll1AlE'SUB WATER WORK AND'SCHEDULE. OWNER TO PAY FOR' SUB WA I t.t< . COSTS DIRECTLY. . N ~ .' I '. /. '. ? '. /.' 'YI/~.'... .' - (I) -f '. ..... I ~W w. 'a: . .... I en ti .... 1 N .. .....PLAN..SCALE. o 20' 40' I.,. .~.",....,... .. ....~..,."r.v.''<{'':...,..~'''"..,,''''''''-l 'SCAlE: In= 20.. . . . .' 0 . . . , . < . . . . . . 2. . PROVIDE AND INSTALL 6" 'FlRE DOUBLE Dt.It.CTOR CHECK BACKFLOWPREVENTER IN HEATED ABOVE GROUND. ENCLOSURE WITH THE RELOCA1:ED 2" REDUCED PRESSURE BACKFLOW PREVEN It.t< PER SUB DRAWING NO. FF1DE62 (MODIFY DETAIL'TO INCLUDE.EX RELOCATED 2" REDUCED PRESSURE BACKFLOW PREVEN.It.K). SlTEWORK CONTRACTOR TO PROVIDE AND INSTALL POWER AND CONTROL : CONDUITS. WIRING,' AND', ROUTING. COORDINATE WITH ELECTRICAL DRAWlNGSAND CM/GC. PREVENiER DEVlCE(S). AND ENCLOSI)RE INSTALLATION SHALL MEET ALL SUB WAlt.t( INSTALLATION ~I~~ . . . 3. CONTRACTOR TO PROVIDE OPEN TRENCH FOR GAS MAIN AND SERVICE INSTAllATIONS. OPEN TRENCH MUST BE EXTENDED FROM EASEMENT UNE TO. BLDG Mt.It.K RI~t.K' LOCATIONS. TRENCH MUST BE 12" MINIMUM WIDTH BY 24" MINIMUM DEPTH. TRENCH BOlTOM MUST BE FREE OF ROCK AND DEBRIS. . TRENCH TO HAVE SAND PADDING ON BOlTOM. NATURAL GAS SERVICE PIPING TO BE SAND PADDED MINIMUM 6". COMPA~It.lJ *"-0 CRUSHED ROCK TO COMPLt.It. IKt.NCH BACKFILL At It.t< SAND PADDING PIPING. GAS SERVICE PIPING MUST MAINTAIN MINIMUM 12" SEPARATION FROM OTHER DRY UTlUTlES. AND 3' SEPARATION FROM WA I t.t< SERVICE. CONTRACTOR MUST COMPu:'1 t. AND FAX IN GAS SERVICE APPUCATlON TO NW NAlURAL PRIOR TO SERVICE INSTAlLATION (AS SOON' AS . POSSIBlE, 6 WEEKS MINIMUM). CONTRACTOR TO '. NOTIFY NW NA lURAL AT LEAST 7 DAYS BEFORE OPEN lRENCH IS AVAILABLE FOR SERVICE UNE INSTAlLATION. CONTRACTOR TO NOlltY NW NATURAL AT LEAST 3 DAYS BEFORE Mt.lt.t< INSTAllATlON'S REQUIRED.. CUSTOMER . HOUSEUNE MUST BE PERMlllw, INSTALLED, AND GREEN TAGGED WllH AT LEAST ONE APPUANCE INSTALLED Willi. POWER AND CONTROLS READY FOR ACTIVATION. 4.. BUILDING ARE SERVICE CONNECTION. PLUG 'END OF PIPE AND MARK FOR Rt.tt.KENCE. COORDINATE FINAL LOCATION AND ELEVATION WITH CM/GC~kl:.tt.t< TO MECHANICALjPLUMBING PLANS FOR CONl1NUAll0N. 5. BUILDING DOMESTIC WA 1t.K SERVICE CONNECTION. . PLUG . END OF PIPE AND MARK FOR REFERENCE. COORDINATE ANAL LOCATION AND ElEVATION WITH CM/GC. RI:.tt.t< TO MECHANICAL/PLUMBING PLANS FORCONlINUA TlON. 6. . BUILDING GAS' SERVICE CONNECTION.... COORDINATE ANAL LOCATION AND ELEVATION WlTHCM/Ge. REFER TO MECHANICALjPLUMBJNG PLANS FOR CONTINUA liON. 7. PROVIDE 2" ANODELESS RISER ASSEMBLY FOR TRANSITION FROM PE TO SIt.t.L PIPE AT CONNECTION TO GAS Mt.It.K. Rtl-tK TO SPECIFICATIONS ITEM 4 ON SHt.t.1 M101.. IF NECESSARY, THE SITEWORK SUBCONTRACTOR SHAll ENGAGE A LICENSED PLUMBING CONTRACTOR FOR WATER DISTRIBUTION IMPROVEMENTS. UPON WRITTEN NOTIFICATION OF SITEWORK BID AWARD, THE SITEWORK SUBCONTRACTOR SHAlL IMMEDIATELY COMMENCE COORDINATION WITH THE CITY OF SPRINGFIELD ANDIOR SUB UPON WRITTEN NOTIFICATION OF SITEWORK BID AWARD, THE SITEWORK SUBCONTRACTOR SHALL' IMMEDIATELY COMMENCE COORDINATION WITH NW NATURAL. PAVEMENT LEGEND <<~~.~ ~~~~~0 LIGHT VEHICULAR ASPHALT PAVEMENT SECTION /'// 4" UFT .'yt DENSE' AC PAVEMENT OVER 12" MIN DEPTH 1Jf -0 CRUSHED ROCK BASE . . OR MATCH EXISllNG, WHICHEVER IS GREA I t.t< --sc~--sc- PAVEMENT REMOVAL SAWCUT UNE WATER SYSTEM DESIGN DATA FLOW TEST INFORMATION 1. DAlE OF TEST: "9/28i08 2. TEST LOCATION: Olympic Street and 21 st Street 3. STATlCjRESIDUAL PRESSURE AND FLOW: 82/76 psi @2284gpm .. 4. CALCULAIt.1J FLOW AT 20 psi: 8000 gpm . . ..' DOMESTIC SYSTEM . . 1. PEAK DOMESTIC WA I t.t< DEMAND= 87 gpm (DOES NOT INCLUDE IRRIGA 110N DEMAND) 2. . IRRIGATION SHALL BE ZONED FOR A MAXIMUM DEMAND. OF: TO BE DE I t.t<MINED 3. IRRIGATION ASSUMED TO OPERATE DURING NON-PEAK DOMESTIC USE. FIRE SYSTEM 1. LARGEST' BUILDING AREA: 22,090 sq. ft. 2. BUILDING CON:>IKUClION TYPE: TYPE II 3. BUILDING TO BE FULLY SPRINKLERED. 4. MINIMUM REQUIRED FIRE FLOW: .1500 gpm 5. NUMBER OF' HYDRANTS: 1 (PER TABLE B1 05..1, AND APPENDICES BAND C, 2007 OREGON FIRE CODE) 6. fiRE MARSHAL'S REVIEW. A. FIRE SYSTEM DESIGN REVIEWED WITH FIRE MARSHAL'S OffiCE: YES B. DAlE OF REVIEW: 10/6/09 C. NAME OF CONTACT: GILBERT GORDON A ~ ARE DEPT CONNECllON , t: o tt) CONCRt.It. VAULT SET TO ANISHED GRADE FINISHED GRADE I · 111:.1 ..~~t I , ~~-I=III l;~:' Y~~I :" ~~:., . YAY)' / ^,"0' ~- TRENCH BACKFILL ~ > MATERIAL .~ ~~ . ,<,/ A' ~~ ~" ~ /. >5Y/>'0~'iY/~ l " "<~,,,</,~~ BALL DRIP TAP /:~ ON BOTTOM OF >?( SUPPLY UNE . 5)0', BALL DRIP - EXlEND LINE OUT FROM BENEATH SUPPLY UNE o II II I! II II II II II II . II II II II II II II II r " h " h ~=============================~~-====--===~ , ~ ~- EX PUBUC FH OLYMPIC STREET TO REMAIN '" / ~ ~.'......-1-, ----- ~ r8-._._._,"._.~._.~\;=_~_;J._.~_.J!--~.~._.QtL_-:-__~-~_._:_] ~~ ~ U 3 CONST CONCRt.Il: :: . V \) 'l: 2 EX CATCH BASIN Cl00 lRUCK WASH ~ I >\ INLET PROTECl1ON, TYP - II . - II JT EX PRI~:1E ST / ST . ST t r TO REMAIN, TYP . II (F-:' = = = = = = = = =-- EX fl F'ClRICAL <p:"-- J =;. ~ ""\.. .._ . _ . _ . .. . _ '1J ~ 11 ~ ) 1 0 l============:=:N=== =====~===~~==== :~===J' n I U II II II II II II II II II U II II II II II \J II 1 .!X..2"W TO A ./ L 1'1: ABANDONED /1- : \ :: . ~. I II .~ I ,. ~ I \ d J ; '-~ lAt.J.t:.lt : '-I r=======7=~= ",,===~'-IrM ~t ===~~!/ r--;":Sc~. ~=;':~TOR~AIN . -=--=--=-- ~ _ IRR -, - SC"1R17 ". IR'RI tk' 11- . IHRlj ,I ) . (~_O...:.___-1_~. .,_::",_':"._._, :.,~ ~ 'JI 11- - ~-~-"= ________ _- ~ -iRR 'f- V n:~. . . ~ - IRR. W ~~ ' ~ J ~ ~~ICAL -:I. g ~~A1N. TYP 1 ~ ....-"" ~ ~g,:1~, TYP ? i A. ~s . ~s /]~ :E ! I I ~ EX ELEClRlCAL - /~' REMOV ~ EX CO~C PAD (1\ ~ ~ l~ -/?"" / TO BE ABANDONED ,,- +..$ , - _____ FOUNDATION; 12" B~OW GRADE~ I I If n~....:: ~ Rtrl:.K TO ELEClRlCAL DWGS ( . : ~ND R100F STRlJClURE "....::~ ~ (~ II ~~~ . -,-os-- :;:::.-::;::.~) . II I. ~~ . ~-::;::. · I _._._-=--=--=-_-_""':-.-..:-_""': :--=-_-JI LJ . . -...;:~~_---------_-------__::::~-::;::.:i""\ .r. . I ~~~-----~-~-------~~ ~ . '---""" ' ~ \1' \1' .\J ~I . '" IY1 , EX BLDG TO REMAIN EX FFE464.0 o:E ( -\~ 0. S A . . - . . E',UIILIIVAND PAV NG ::)LAN o SCAlE: 1 n = 20' 118.0' . 6.0' .. . 74.6' .... .....: ~/ .'i II ~; I ~1 ~t - ~r - 47'2'34._~_t _17_~4_' _=_ e;) . . ~.L..J-~ '-I [=;========T=-~=~~~~=,~1~=;:-t;.;=vcll~:3-:;~-l~:i ., p.-=-==-=-==t r II T m }-6 F. . ~ - ..16 F - t4 t6:?;::;===d..-=-- .:-'_.- _,_-:..~..JJ oUJ ~ ~ ~ <:>3 ......... 19.3' ".~ Q ~ . . \ 3.0' o o == ....1 :Ew ~w a: ....1 en ...... ~I N o o L'l~ . if ~~ Q . ~~ , I~' 11 I \~~~~ . '. II LU. .....::~~ L- -----.-.-.-.-.- ---...J1 \ / ~~~ ----- ..--- .... ~=IT================= . .,---"",, ~.~i .J~ F..... .. " ~:::;~- .. . ::;::."" . -::;::. ::;:.~ .:e / ~.. G J. ::E :E EX PUBUC WW (. TO REMAIN . (. . I @ . U IILIIV LA~~20' .\J I \1 L. . \1. '<(I . . . '" fV1 EX' BLDG TO REMAIN. EX FFE 464.0 \. \ ..5. ( . ~ PUBUC 12"W <: ~ ~ TO RB4A1N \~. .... I'.. ..... : ~~ .' . . ANCHOR' VlSQUENE . . ,/. W1lH SOIL BERM ..~. DESlGNATEp CONCRa: II: WASH AREA EX 2"W. BFP' TO BE RELOCA lED AS SHOWN EX IRR SFP TO REMAIN - .3ALZHISER &~~UBBARD , ~NG INEE.RS . . . <'. . . . . , . . '. ' .- @).. CONCREEI:RUCK WAS1A~:!E o . .' . PIVOT I I 72 West BroadWay. '. t.54l.342.7291 . . . Eu~ene. OR 97401 . . . . piwtarehitecture.com I f.541.342.i~5 . M. D K MECHANICAL . ELEcrRICAL . . CIVIL . SUR.VEYORS 100 WEST 13TH AVENUE Eq.?Ri~R-~$101 F: 541-345-5303 cl00,dwg KMD ARCHITECTS' AND PLANNERS, P.C, ARCHITECTURE. 421 SW SIXTH AVENUE PORTLAND .' {50S} 221-1474 PLANNING SUITE 1300 o R .E G 0 N 972'04 FAX (503) 2~7-0762 ~. B', .' '.' 'SII E DEMO PLA \J \V SCALE: I" = 20' NO. REVISION . . DATE C . 2009 BY KAPLAN MCLAUGHLIN DIAZ. ALL RIGHTS RESERVED. : ~: ; .......-. .. ...--....- .~ .....:......... ... ~ COMPACTED TRENCH BACKFILL MA lERIAL FIRE SUPPLY UNE CHECK VALVE RISER SECTIONS AS REQUIRED , J :i -J l- ~ I I I I <J( ~ '--"" ' =.~/~ . -: 6" :IN .~'. .f! . CLEAR . ~ - , J; , -, ,,/'; 4" 1 MIN- , , COMPACTED CRUSHED ROCK STRUCTURE BASE DRAIN ROCK UNDISTURBED EARTH NOlES 1. VAULT SHALL BE PRECAST CONCRt.It. VAULT AND TOP WITH GALVANIZED DIAMONDPLATE DOOR AND LOCKING LATCH. UTlUTY VAULT CO. MODEL 233-LA WITH NO. 23-2436P TOP. 2. DRAIN ROCK- 12" SQ. X MINIMUM 12" DEPTH CENTERED UNDER VAULT SUMP DISCHARGE. 3. TRACER WIRE SHALL ENlER VALVE VAULT. PROVIDE ENOUGH FREE. WIRE TO EXTEND 24" ABOVE FINISHED GRADE TO F ACIUTA lE lESTlNG. VERIFY FREE END OF WIRE .IS WITHIN EASY REACH OF .VAULJ OPENING. . FIRE JE:>- CO\JNEC-'O-\ CD W )~A f\-IOLE NO SCALE ~,.~ii!i~![i.V BIO-ALltK BAGS OR I ~ IIIIHlHHlIfffilIfffilHIHIH .. SANDBAGS STAKED IN . .. p:T1:rrl'nr.nl:1:::n:t'I1:r.:rIn:~' . 8EBffi_ . l --EEEB PLACE tH~ ~ .. . ~!!!j:qt!:J TYP.' /\ " '" / --- " ~ DRAIf\AGE \JLE I S ,JC'URE P =l0- =C- 0 \J No Scale Lane County C!) Z '0 ...J ::> co PROJECT NO. DRAWN BY DAII:: ~ SCALE ~ TITLE o 145-103 EMW CHKD.BY JLP DATE 11/02/09 (100% CD'S) AS NOTED SITE UTiliTIES AND DEMOLITION PLAN Riv~rstone Clinic - Olympic' Building Remode. 2073 Olympic Street Springfield, OR 97477 Dat~R(lC9iV'9d: NUMBER C100 . I OriQinal SYbmittal~ ~.~,._~---....._----.....,---." ------------r==============================-~ -----------I--k~, . .' ---- -:- --->--. -~-----o_------. 0='''- "r T= =T~ T-:-r=T T='='=' ~'=I=I==;J 1 1 11' , I " "'" I , II · ~ 0) " ~ 4.7 LF,)"'''' "1 1 '1 I I J I I' I I I t I 1m ::' 0 ~ I I I I I , I , I , I I I In I 1 I I I 1 I .1 I I I I I I L 1_ 91 I " o '11 I 1 II , ': lP,AtE'j'- ,43.0' + 16.5' _' II , " _____ . A ~h~$/~lP/ME :r::: ~ - - - =, - -:;-, : : :q: l.0J:r//~~~~<:s>~ I r I'~ : :' II 0 II 1 I I ~ ,/. / / / ,/ / / ' II I I II II l 1 J' I"~ J I '1' \ ' -lP/MEi " -----i, - \.J J \.J ' "I ' '-lP/MATCH TC ., " II lP/ME lP/MATCH TC '~ :' ~---~ (! ~ II 1 " I- -,- - - -II - EX BLDG TO REMAIN \ 1 ,II W o II, . ',a:: _ _ _ _ -II _ EX FFE 464.0 1 ,I l- II ' ,I ~ -----u \J ' ,I t/) II I , ,I l'i ----~ ~ " ~ -----I, . n IJ '\ f \; ,I II --:- _ _ '...I IF = T = T = T = T = T = =p'-JF = T = -n' rr = T = =; I ~=.==.d ..1r ~ l" II Q I tOe....':1 ,"'- o. = ~ ~ _ _ w_ _ 7 dJ Ll I '" 0 I I: / ' ~I.J; 2.3' I (;) ~ . 1 I ~ / 0 ~t;ttJ< TO PA~~~ 1 I I /" FOR tstt' AND ARE HYDRANT 0 I ,~~ D :: I ~~ I I I ~~, r T (~tf, @I =l=l=l=l=J n\ · ) "',-,,======' _'=' ,~# ?~ 1 '----'" ' . ,I 0 -~----------------------~--------------------~ ~ , II, , N SHEET NOTES 1. Rt.tt.t< TO PACKAGE 1, ~100 AND C200... FOR ADDITIONAL SITE WORK AND EROSION CONTROL MEASURE~ 2. REt-t.t< TO ARCHITECTURAL DRAWINGS FRO SITE LAYOUT. GENERAL NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION: EXISTING INFORMATION FROM RECORD DRAWINGS. NO SURVEY PROVIDED. LOCATIONS, OF EXISTING UTlUTlES ARE ASSUMED .FROM INFORMATION AVAILABLE AND ARE NOT GUARANTEED TO BE COMPLt.It. AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UTlUTlES PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. 2. THE CONTRACTOR SHALL LOCATE AND MARK ALL EXISTING PROPERTY AND STREET MONUMENTS PRIOR TO CONSTRUCTION. ANY MONUMENTS DIS11JRBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE. THE MONUMENTS SHALL BE REPLACED WITHIN A MAXIMUM OF 90 DAYS, AND THE COUNTY SURVEYOR SHALL BE NOTIFIED IN WRITING AS REQUIRED BY ORS 209.150. 3. CONTRACTOR SHALL NOTIFY EACH UNDERGROUND UTlUTY PRIOR TO EXCA VA TlNG, BORING, OR POTHOUNG. AIIt.NTlON: OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTlUTY NOTIFICATION CENTER. THOSE RULES ARE SET FORTH IN O.A.R. 952-001-0010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENTER. (NOTE: THE TELEPHONE NUMBER FOR THE OREGON UTlUTY NOTIFICATION CENTER IS 1-800-332-2344) 4. CURB QUANTITIES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING CURB TYPES. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES Nt.wED FOR LAYOUT SHOWN. 5. Rt.t- tR TO PACKAGE 1, C100, FOR EROSION SEDIMENT CONTROL MEASURES AND ADDITIONAL CONSTRUCTION REQUIREMENTS. 6. Rtt-t.R TO PACKAGE 1 FOR ADDITIONAL SITE WORK. OLYMPIC STREET - >- CONSTRUCTION NOTES 1. CONSTRUCT EXTRUDED CURB PER DETAIL 1 /~1 01. 2. CONSTRUCT ASPHALT SPEED BUMP PER DETAIL 2/~1 01. 3. CONTRACTOR TO PROVIDE EXISllNG SPOT ELEVATIONS TO ENGlNl:.t.K PRIOR' TO CONSTRUCllON. CONTRACTOR SHALL NOT PROCI:.l:JJ WITH CON~ I KUCTlON UNTIL NOTlAED BY ENGINEER THAT GRADES HAVE BEEN VERIFIED. ENGINt.t.K SHALL HAVE 7 WORKING DAYS TO REVIEW GRADES AND CONARM DESIGN INTENT IN THESES AREAS. PLAN SCALE o 20' 40' ~ t~._"--~-~..~-., SCALE: 1"= 20' CIVIL SYMBOLS AND ABBREVIATIONS LIST SYMBOL ABBR. DESCRIPTION ABBR. DESCRIPTION ~ BFP BACKFlOW PREVENTER & ENCLOSURE AC ASPHALT CON CRt. I t:: [><] GV . GATE VALVE (WITH VALVE BOX) BLDG BUILDING ~ FH FIRE HYDRANT ASSY EX EXISTING I><JQ- FH EXlSllNG ARE HYDRANT ASSY FFE FINISH flOOR ELEVATION i?J FOC FIRE DEPT, CONNECTION (SIAMESE) LF UNEAR t t.t.1 <[ CONSTRUCTION NOTE WITH ME MATCH EXISTING Rtrt.KENCE NUMBER PCC PORTLAND CEMENT CONCRt.lt. TC TOP OF CURB TP TOP OF P A YEMENT TYP TYPICAL . PAVEMENT lEGEND ~~~~~%/': LIGHT VEHICULAR ASPHALT PAVEMENT SECTION :/ // '4" UFT 'J2" DENSE' AC PAVEMENT OVER 12" MIN DEPTH 1J2" -0 CRUSHED ROCK BASE OR MATCH EXISTING, WHICHEVER IS GREA 1t.1'< LIGHT NON-VEHICULAR CONCRETE PAVEMENT SECTION '4" DEPTH 3000 PSI PCC PAVEMENT OVER 1" MIN DEPTH *" -0 CRUSHED ROCK BASE ;~ BEGINNING OR END OF CURB TYPE - sc- -'- sc- - PAVEMENT REMOVAL SAWCUT UNE PAVING PLAN SCALE 1" = 20' ------------~=============================== '~ ------.-----1-..-0..... ...... .' ---- . -.',:- --.----~--.--'-o----. --.-. -0-----... ""\ "r, == ==~=_=== =======~=======;J 1 1 II .' '. . /I . ~ 0 ) I, II I~ 1'10 ~~V1DE SPOT GRADES '),..1-.1~~.~1~.~~p1~~.T1~~.~1,2,8..-r-1,2.bQjll lli ..~ ' , , , , , II I , LC) , ',' , , " I ~ ' , II" t ' , , , ., It I X ' , , ,)( , . , ,x ' , " , x' , , , )(, , , . ~, , , , X I I II ~ =, = -" ~t< ~ ~ ~ ~ : r: 1(" : :: X ' , , ,)( , , , ,x ' , , , x' , , . )(, , , , ~, , "I 1 I, II 0 II iq : : : : : : II I 'I II II N . , , , , , II. I' 'L_. l==.. ===l:.'~==~=-.~==.. 1=~=;p=~==J ,I I -1 ,II II ' Irl' " II 1. J I 1 X:J ' 1 J \. . Jl: ~ - ~ I' II '-J '-J \J I 0' ,I II fY1 ~ ,I II (. ~ ,I II I ,I \I - EX BlDGTO REMAIN \ ' ,I II I II II _ EX FFE 464.0 I ,I II 1 ,I \I Cl ' " II 1 , ,I II ~ II ~ :: LJ _ _ \j IF = = = = = = = = = = = 'l1\jF = = = 11 If" = = = '1 ': ,;= o. ~Q.D~ ldf~ IlO'o~ ~ II II ~:m: l De ....' :' 't- '01 -: - .....\i ~= =iF=J l,j) ~' ~": ..: ': ci ' ~ .J; ...., . , I I - -x ' , , X . ~ ' X ' , , );II' , ,X , I ~ : ,: IE] PTYPROVlDE SPOT GRADES ~ 0 , I ....Lc . , ,ie" , ,ie, , .!), , , ~ ~ 0' I ~T , . . , , 1 I 0' , . ....1' , . ~' , I ~ ~'" ~' . '~'1 C0~ ~ . ~ j~j) @I ci' , 'II ~~ "---j". ?~1 ....,' , , n. ~ , ~. I = = - -X = ~ = -.M::. ~ \ ~ '-n= = = = = = = = = = = _ .;:::::::::::- ? \ lJ I II " ;/ - 110 ----------------------------~-------~--------~ ~ I II '- 6" ... .... 8" r: _ 6" ..... CONTROL JQINT , ./10' MAX SPACING . b> ~ 4.. . '.~.., _ .~~. . . ~ ,.... ~ . 41> .... . I> '. ., '..1>" . 1?:;;~ 3/ 6" 1" EX ASPHALT 74 RAD 4... ____ TYP '\. PAVEMENT ~t .. '. / /// '7' 'l/ / /// .. '- " \. \. \. \. ..... '\. \. \. " ..... ..... ..... " " " ..... " ..... ..... " " ..... ..... ..... \. j I " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " " ~ """"""""""""""""""""""""""""""""""""~ , """"""""""""""""""""""~""""""""""""""""""" """"""""""""""""""""""""#"""""""""""""""""""""" ~/ / / / / / / /. / / / / / / / / /. / /lA / / / / /j3 / / / / / / / / / / / / // /~ //////////////////~//////4/////////////// / / / / // / / / / // /// / / // / (/ / / / / / ,/ '/ / / / / / / / / / / / // / / EX AC PAVEMENT/ AC PAVEMENT/ .TACK COAT / SPEED BUMP o ti w II: l- t/) tii .... N NOlES. 1. PAVEMENT PREPARATION SHALL BE COMPLETED IMMEDIATELY PRIOR TO CONSTRUCTION. ANY ORGANIC MATERIALS IN CRACKS OR JOINTS SHALL BE REMOVED' AS PART OF THE P A YEMENT PREP ARA TlON. 2. A TACK COAT ASPHALT SHALL BE APPUED TO COMPLETELY COVER ALL PREPARED EXISTING SURFACES TO RECEIVE NEW ASPHALT. 3, ASPHALT CON CRt. I t. AND TACK COAT SHALL BE PLACED ON A DRY SURFACE WHEN THE SURFACE TEMPERATURE IS NOT LESS THAN 40 DEGREES FAHRENHEIT. 4. ASPHALT CON CRt. I t. P A YEMENT SHALL BE COMPACTED TO AT LEAST 92 PERCENT OF THE THEORETICAL DENSITY. 6" . .. CON CRt. I t. EPOXY BOND - TYP r:'\1" EX I RUDED BO\lDED CL =t.3 \V NO SCALE C\., S::>=ED 3_\11::> )= A_ ~ . NO SCALE CH~CIK SET TH8 DRAWIG 18 PRELMNARY MID INCOMPLc Ie II' _ NOT TO IE USED FOR CON81IIJV.....d 11-04-09 - 3ALZHISER &~~~UBBARD ~NGINEERS PiVOT I- J2..west Broadway t.54L34. 2.7, 29.1 .. Z Eugene, OR 91401 . W ~piuotarc~~tecture.com ...~.541.342.1535 c3 Lane County C) Z C -I ::l m PROJECT NO. DRAWN BY DATE ~ SCALE ~ TITLE c PACKAGE #2 - INTERIOR REMODEL - 90%-GMP CONSTRUCTION DOCUMENTS 145-103 . K M D I- o w .., ~ a.. Riverstone Clinic -Olympic Building Remodel 2073 Olympic Street Springfield, OR 97477 EMW CHKD.BY JLS 11/6/09 AS NOTED GRADING AND PAVING PLAN DATE SCALE 1- = 20' MECHANICAL . ELECTRICAL . CIVIL . SURVEYORS 100 WEST 13TH AVENUE Eq.?m~6R~l~f1 F: 541-345-5303 c101.dwg KMD ARCHITECTS AND ARCHITECTURE 421 SW SIXTH AVENUE PORTLAND {503} 221-1474 P LAN N E R S , P. C . PLANNING SUITE 1300 ORE G 0 N 9 7204 FAX (503) 227-0762 NUMBER C101 GRADI \lG PLAN NO. REVISION DATE )\ \ Date Received: COPYRIGHT C. BY KAPLAN MCLAUGHLIN DIAZ. ALL RIGHTS RESERVED. PLOTTED: 9/14/2009 3:17:28 PM ~. GENERAL NOTES: 1. EXISTING TOPOGRAPHIC INFORMATION: EXlSllNG INFORMATION FROM RECORD DRAWINGS. NO SURVEY PROVIDED. LOCAll0NS OF EXlSllNG UllUllES . ARE ASSUMED FROM INFORMATION AVAILABLE AND ARE NOT GUARANIttJ.) TO BE COMPLETE AND ACCURATE. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE LOCATION OF EXISTING UllUllES PRIOR TO CONSTRUCTION.. NOllFY ENGINtt.K OF ANY DISCREPANCIES. 2 THE CONTRACTOR SHAlL LOCATE AND MARK ALL EXlSllNG PROPERTY AND :'.KEET MONUMENTS PRIOR TO CON~IKUCTlON~' ANY MONUMENTS DISTURBED DURING CONSTRUCTION OF THE PROJECT SHALL BE REPLACED BY A REGIS ItJ<ED' LAND SURVEYOR AT THE' CONTRACTOR'S EXPENSE.' THE MONUMENTS SHALL BE REPLACED WITHIN .A MAXIMUM OF 90 DAYS. AND THE COUNTY SURVEYOR SHALL BE NOllF1ED IN WRlllNG AS REQUIRED BY ORS 209.150. " .. ' ' 3. CONTRACTOR SHAlL NOTIFY EACH UNDERGROUND UTlUTY PRIOR TO EXCAVATING. BORING. OR POTHOUNG. A II t.NTlON: OREGON LAW REQUIRES _u""'''lHE P CONTRACTOR'PTO' FOLLOW' RULES':-ApOP ItlJ BY' THE OREGON UTlUTY" NOllF1CA 110NCEhn:.t<; .....THOSE. RULES :ARE SET' FORTH: IN O~A.R.,":: ,.. 952-001':"'0010 - 952-001-0090. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY CAWNG THE CENu:.t<. (NOTE: ,THE TELEPHONE NUMBER FOR THE OREGON UTlUTY NOTIFICATION CEN It.t< IS 1-800-332-2344) 4. PRIOR TO CONSTRUCTION, POTHOLE AND VERIFY LOCAllON AND ElEVATION OF ANY KNOWN ON-SITE UTlUTlES FOR UllUllES TO REMAIN. .' 5. PRIOR TO CONSTRUCll0N, POTHOLE AND VERIFY LOCAllON AND ElEVATION 'OF EXISTING WAIt.t< UTlUTlES AT CONNECTION POINT(S) SHOWN ON PLANS. 'NOllFY ENGlNI:.t.t< OF ANY DISCREPANCIES BE'TYft.t.rJ PLANS AND FIELD CONDlll0N5. 6. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS AND COMPLY WITH REQUIREMENTS AND SPECIFlCA 110NS OF ANY RESPECllVE UllUTY COMPANY FOR UllUTlES TO BE CUT.. MOVED. RB.OCAIt.U, OR RE-CONNECIt.U TO AN EXISllNG FACIUTY. ' 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ANY SERVING UTlUTY COMPANY INSTAlliNG UTlUTlES ON SllE. CONSTRUCll0N OF OTHER UllUllES MAY OCCUR AT SAME llME ON.. SITE. . 8. QUANllT1ES SHOWN ARE FOR THE PURPOSE OF IDENTIFYING lENGTHS. ACTUAL QUANTITIES MAY VARY. CONTRACTOR TO PROVIDE QUANTITIES Ntf.uED FOR' LAYOUT OF SYSTEM. 9. CONTRACTOR SHALL PRO\1DE AND INSTALL FITTINGS AS .REQUIRED TO COMPLt.It. PIPE CONNECTIONS AND TRANSITIONS ....t.K PLAN. AND -TO CONFORM TO TRENCHING REQUIREMENTS AND SITE GRADES. . , 10. TRACER WIRE SHALL ENIt.t< ALL VALVE BOX ~1t<UCTURES. EXTEND TRACER WIRE INTO STRUCTURE FAR ENOUGH TO PROVIDE ADEQUATE FREE WIRE TO EXIt..ND END OF WIRE 24" ABOVE/OUTSIDE OF SlRUCTURE TO FACIUTATE TESTING. COIL' AND SECURE TRACER WIRE WITHIN EASY REACH OF STRUCruRE OPENING. VERIFY WIRE. IS CLEAR OF AlL FILL MAlt.tdAL IN ,VALVE. BOX STRUCruRES. 11. CAP AND MARK ALL DOMESTIC WATER,' ARE ~VlCE, AND/OR IRRIGATION SERVICE PIPE ENDS WITH A 2"x4" BOARD STUCK IN GROUND. END OF BOARD SHAlL BE PAlNIt:.lJ BLUE AND D.ltJ~D MINIMUM 18" ABOVE GROUND SURFACE. 12 PROVIDE THRUST BLOCKING ON FIRE SERVICE UNES. PER DETAIL 2/C200" AS DIRE~ltU IN SPECIFICATIONS. 13. WATER PIPES CROSSING SANITARY SEWER AND/OR STORM DRAINAGE PIPING; WATER PIPES CROSSING SEWER OR" DRAINAGE PIPING CONSTRUCTION OF CLAY OR MA.tJdALS THAT ARE NOT APPROVED' FOR USE WITHIN A BUILDING SHAlL 'BE LAID. A MINIMUM OR 12" ABOVE THE SEWER OR DRAIN PIPE. WHERE MINIMUM SEPARATION CANNOT BE MET. SANITARY SEWER AND/OR STORM DRAIN UNE SHAlL BE CON~It(U~It.U OF MAII:.rdAL APPROVED FOR USE UNDER BUILDINGS, WITH A FULL lENGTH OF PIPE CEN II:,KED AT THE CROSSING POINT, AND EXTENDING 10' MIN EACH SIDE OF CROSSING. 14. ALL DOMESTIC WAu:.t<AND/OR ARE SERVICE BOLltU JOINT ASSEMBUES SHALL BE THOROUGHLY COVERED IN ASPHALTIC COATING FOR CORi~oSION ' PROTECTION. 15. PRIOR TO COMMENCING ANY VERTICAL., COMBUSTIBLE CON~IKUCTlON, FIRE SERVICE UNE (INCLUDING All ARE HYDRANTS) SHALL BE CONSTRU\"ltlJ. INSPEC II:.U. It.:> II:.U. AND IN FULL OPERATION. 16. FIRE UNE TESTING: A. FLUSHING - AlL UNDERGROUND PIPING. FROM THE WA 1t:.K SUPPLY TO THE. SYSTEM RISER. SHALL BE FLUSHED PER NFPA 24, SECnON 10.10.2.1. B. HYDROSTATIC 'TESllNG - ALL PIPING 'AND ATTACHED APPURTENANCES SUBJEClw TO SY~It:.M WORKING PRESSURE SHAlL BE HYDROSTA llCALL Y TES 1t:.U PER NFPA 24, SECTION 10.10.2.2. SECTION 10.10.2.6. C. CONDUCT A PRE-PRESSURE 1t.~1 TO VERIFY JOINT llGHlNESS BEFORE CAlliNG FOR A FIRE INSPECll0N. D. COMPLETE INSTALLA1l0N CERTlFlCA1l0N FORM AND HAVE FORM AVAILABLE ON-SITE PRIOR TO FIRE INSPECTION. E. BACKFLOW PREVENTER ASSEMBUES SHALL BE FORWARD 1t.~It:.lJ PER NFPA 10.10.2.5. 17. CONTRACTOR SHALL INCLUDE DEMOUllON OF EXISTING PRIVATE ELECTRICAL AND WAIt:.t< UTlUTlES AS NOlw ON SHt:.t:." 0100. REMOVE EXISTING SlRUCruRES WHERE ENCOUN'It.Kw. CUT AND CAP EXPOSED ENDS OF EXlSllNG PIPES ENCOUNIt.t<ED. (ABANDON EXISllNG PIPE IN PLACE IN ALL AREAS EXCEPT. UNDER NEW BUILDINGS. REMOVE. EXISTING PIPES BENEATH NEW BUILDINGS.) CIVIL SYMBOLS' AND ABBREVIATIONS LIST SYMBOL ABBR. DESCRIPTION' 3"W .W . DOMESTIC WATER WITH SIZE 4"F F. FIRE ~t:.KVlCE. WITH SIZE .. ." ~. ..,.... ... .. ~ . ... ~.. ~ ..... '". , . ,...- .~- . . . ~ ..,. . . ., .~ , . . ,... ..... ,.. . G G NATURAL GAS SERVICE E E EXISTING FlI='CTRICAL, UNE , IRR ' IRR EXISTING IRRIGATION UNE w W EXISTING WAlER - WW . WW EXISTING SANITARY SEWER .- ST ST . EXISTING STORM DRAIN --SC---SC---SC-- SC. PAVEMENT REMOVAL SAWCUT UNE SYMBOL " ABBR. DESCRIPTION ABBR. DESCRIPTION ~ CONSTRUCTION NOTE WITH REttKENCE NUMBER , AC ASPHALT CONeRl:.l1:. ASSY ASSEMBLY BLDG BUILDING CM/GC CON~ I KUCll0N MANAGER/GENERAL CONTRACTOR CONC CON CRt. II:. CONST CONSTRUCT DWG ' DRAWINGS EX EXISTING LF UNEAR ~ t.t. .. SUB. SPRINGFIELD UTlUTY BOARD TYP TYPICAL BFP BACKFLOW PREVENTER & ENCLOSURE 1><]' ",tx+." (X]Q- ~ .. GV FH. FH FOC GA ~ VALVE (WITH VALVE BOX) FIRE HYDRANT ASSY EXISTING ARE HYDRANT' ASSY . FIRE, DEPT CONNECTION (SIAMESE) , PIPE TERMINATION (PLUG &. MARK) I t.t. FlTIlNG . .~ .J:I @.' <[ " DET BEND ~IIIING (90.) DETAIL REtt.KENCE- DETAIL # OVER SHEET # . DET DETAIL REFERENCE - DETAIL # OVER SHt:.t.l # . '\ . '\ ..... /.,..... ~ ~~ v:~ /~.. ~'0/ -.:r-( . (I) a:: < ~~ 0< z~ <-1 o~ ~w <e a.. (I) APPLY FULL DEPTH TACK COAT ALONG CUT UNE PRIOR TO PLACEMENT OF NEW PAVEMENT. SEAL JOINT EXISllNG AC PAVEMENT BEARING AREA OF lHRUST BLOCKS IN SQ. FT. ruunG ~WYE STRADDLE PW~~OSS ~rn 22". 11](. SIZE HmRANT BLOCK fEE PWGGED ON RUN ~ BEND BEND ... 1.3 1.6 1.8 1.0 6 2.8 3.7 4.0 2.2 1.1 8 5,0 6,5 7.1 3.8 2.0 1.0 10 7.9 1Q.2 11.1 6.0 3.1 1.5 12 11.3 14.7 16.0 8.7 4.4 2.2 16 20.1 26.1 28.4 15.4 7.8 3.9 20 31.4 40.8 44.4 24.0 12.3 6.2 24 45.2 58;.8 64,0 34.8 17.7 8.9 YAWES BASED ON 200 PSI WAlER r~ AND 2.000 PSF'SCXL BEARWG CAPAalY' :-;:. << ".i'A: , /,( //.'.... ~ ~A y>.> '//.'/ ~; ') i ..:,.a. , :f3f:i:~) .", <. '~. '1' . . ':.....Y..'\:-":>>'i~' 'y/.///.:{/ <'" c>>'" <"'" <"" <'" ~,. \~- A... :~ ~V . ~ "l'> //~; ; ~-+:~"""'<~" L ... . .........\',4A........-:- ;;.;.~:......,...~i}..:;;.. . ",'<~Y.....' y,~~" /"........., t"~' HORIZONTAL TEE ~ TABLE No.1 HORIZONTAL BLOCKING A~ \, '~ ,~ ~]--I~;:.{' Y.A <'*' ..hf~\~ ~ L",J:\ ':.' y~ ' Ft~!: .....,.,. ' << ;>....... Y/\..~~ Y)' . <'0(~'" 0(' ",>::y/'-./,/v// ~' , / /..,j/',//... / .HORIZONT AL CROSS J\, HORIZONTAL WYE REMOVE EXISTING AC PAVEMENT TO CUT UNE. >> ~A'-; A:< /A' / .;i!'f . ~,'~, ~-i J ~ '" '~b, .... ~~,::~~.:~' Ji ;0.,.%' '~,~:;:~i <X--< 7~ c.. '/ .,., v).,...... ." /<(/ lHRUST BLOa<VOLUMES (cu.yos.) . rt I liNG 45.22~. 11". ,SIZE SEND BEND BN> 4 1.1 0.4 0.2 6 2.7 1.0 0.4 8 4.0 1.5 0.6 10 6.0 2.3 0.9 12 as 3.2 1.3 14 11.5 4,3 1.8 16 14,8 5.6 2.3 .VERTICAL TEE. VERTICAL CROSS VERTICAL BEND, \ A q~ ~~~ ~ I-,-f ~. II( ~ ~ /. ;// ~~,. .:-....-"<-: I ~ . -: ~ ",,:,,,: .,. ~~.,~t:~~ ).~ ~,:.- >,"'<-~~,>)-.... , ",'/// // BEND ....... . l' .... MINIMUM FE I- o..=> UJ~ 0< =1(1) ~~ TABLE No.2 VERTICAL BLOCKING. ..q- ~J:!:! ::Eo ~ z Ow "'LaJ V) 1 Sl co PIPE !. t 00 Sl . co . w a.. 0 . 0::0 " a ..q- f (.) < ~ z wF C>~ ex UJ w COMP AC I t.O ROCK BASE COMPAClED.l APPROVED SUB GRADE fll'lING ~ ROD SIZE EMBEDMENT 1~ At lESS 16 30~ 14- - 16- e :F TABLE No.3 REINFORCING ~ -<,~>'<<'Y<<Y/, /,~,' ~\,<< ~ 11" ','.' '1 "" --"" "'.Ii. ~ ~~i}f~ ~/'/. .'!;)::' ~\'l" . ",,<>> ~~/.<. '//,Y/ STRADDLE BLOCK FIRE HYDRANT AND VALVE CD SAWCL I SEC 0\1 o 'HRUS 3LOCKS NO SCALE NO SCALE NOTES. 1. ,WATER UNES'THAT PARA II f:1. SANITARY SEWER UNES SHALL BE LOCATED A MINIMUM OF'12" ABOVE SEWER UNES. WHERE SERVICES ARE NOT HORIZONTALLY SEPARAlw BY 10'. 2. WllHlN 5' OF A BUILDING STRUCTURE, BUILDING. CODE APPROVED PIPE MAIt.KIAL AND *"-0 CRUSHED ROCK BACKALL SHALL BE USED.- ' .. 3. SAWCUT, REMOVE AND REPAIR EXISTING SURFACES TO MATCH EXlSllNGASPHAL T. CONCRt.It.. OR '.lANDSCAPING IN AREAS WHICH DO' NOT RECEIVE NEW IMPROVEMENTS. PROVIDE 4" . MIN DEPTH ASPHALT PAVEMENT. 4" MIN DEPlH CONCRt.It. . PAVEMENT. OR MATCH EXISTING PAVEMENT DEPTH. WHICHEVER IS GREATER. 4. 36" MINIMUM FOR ARE SERVICE PIPES .UNDER AR~S TRAFFICKED BY VEHICLES. (NFPA ,24. 10-4) , 5.. . INSTALL TRACER WIRE ON ANY PIPELlNE(S) CONSlRUCltU OF NON-METAWC PIPE MATERIAL 6. FOR TYPICAL PAVEMENT SAW CUTS, t<t:.tt.K TO DETAIL 1/C200. . JOIN'I WATER/FIRE SERVICE G\A.. ....TRENCHING & BACKFILL SEC-ION ~ NO SCAlE -.- .~~ '3ALZHISER ' ,& ~-=UBBARD ~NG INEERS . P.. .~=~ V'.O" T. . :g~::~:~~~;= Illj4f~Ul9I.. . ' ::: ~rchitectul1!.COm' 1.54l.342.15$5 . .. I I' Lane County (!) z '0 ;..J - ::> CD PROJECT NO. DRAWN BY DATE SCALE K M 'D, (!) Riverstone Clinic - Olympic, Z Building Remodel ~ 2073 Olympic Street C Springfield, OR 9747'6;..,.-.. n-A~;\fed: TITLE 145-103 EMW CHKD.BY JLP DATE 11/02/09 (100% CD'S) AS, NOTED CIVIL GENERAL NOTES, LEGEND, 'AND Di:: I AILS MECHANICAL . ELECTRICAL . CIVIL . SURVEYORS 100 WEST 13TH AVENUE E~~m%R~~101 F: 541-345-5303 c200.dwg NO. KMD ARCHITECTS AND PLANNERS, p.e, ARC HIT E C T U R E '421 SW SIXTH AVENUE' PORTLAND { 503} 221 -.1 474 P l AN'tilING SUITE1S00 OREGON 972'04 ,FAX (503) 2~7-0762 NUMBER ' C200 REVISION DAII=. I tqpP"~it3 . 2009 ~Y KAPLAN MCLAUGHLIN DIAZ. ALL RIGHTS RESERVED. "'~'fmA SubmittaL_~_(;,~r=- .~... - "'h -....- ."*' . , . _"'~_"_._.., _'_." ....~ .~_.~ ""~,,.'_'C:__"" __...__' . . ....... .. . ~ ".-'" ._~,.'\- '.# . .--:... ... --.....---.. .., ........':'..~......_~........_~~.....<..". __~ ..;....l........ ;.: ...,.:..--.....:.-.,.'..