The URL can be used to link to this page

Home My WebLink AboutPlan, Tentative APPLICANT 11/28/2011PROJECT OPqNERp PROJECT ENGINEER: GENERAL CONTRACTOR: 5F'RINC I LD, OR 87477 -- --- - ----- COVER SHEET o EX15TINC T4RD D141N 3ANIFAC INC. SSW ENGINEERS INC. GOD CIVIL NOTES P O Box I0G28 2350 OAKMONT WRY, SUITE 105 DDRE55 _- 500 Eugene, OR 97440 EUGENE, OR 67401 - ---- --- - -- EX15TINO FIRE HYDRANT (541) 736 -3600 (541) 485 -8383 -- -= PHONE____ SCOTT JOHN50N CONTACT: MICHAEL A COX, P.E. scottj@wasteconnections.com michaelcsswengineers.com FMAIL___ _ ___ ___ _ EX15TINO CATCH BASIN METAL BUILDING PROV112ER: ELEC ICAL CONTRACTOR: PLUMBING CONTRACTOR: MECHANICAL CONTRACTOR: c0 1 EX15TINO CURB INLET ________________--__-__________ ___----- ____---- ____- __________ - - - - - -" - - -- - -- - -- GOMPANY:-------- - - - - -- – – – COMPANY: -- – – - - -- – – – – COMPANY: - - -- – – - - - -- - - - -- GOMP,4NY: - - - -- – ---- - - - - -- – ADDE55:–—--- - - - - -- ADDRESS:---------- - - - - -- ADDRESS:----- - - - - -— ADDRESS:---------- - - - - -- PHONE:- - - - - -— PHONE:--- - - - - -- PHONE:– – - - - –– PHONE:----------- - - - - -- GONTAGT:_ BUILDING 5EGT10N5 a EXI5TINC7 GLBANOUT EMAIL:------- - - - - -– EMAIL–-- - - - - -- EMAIL– - - - - -- EMAIL:----- - - - - -- PWO......ECT DATA I. LEGAL DESCRIPTION } -{T I NDX LEOENE? --------------------------------------------------------------- - - - - -- S - -- A00RE55: 1650 GLENXOOD BLVD 5F'RINC I LD, OR 87477 CO.O COVER SHEET o EX15TINC T4RD D141N ___ TAX MAP: 17- 03 -34 -33 GOD CIVIL NOTES owm EX15TINO PqATER METER --- TAX LOT-5: 500 61.0 SITE $ UTILITY PLAN _&FH EX15TINO FIRE HYDRANT Q EX15TINO 5TORMXATER MANHOLE URL NOTES AN 5FBGI IGATlON50.D 5TRUGT EX15TINO CATCH BASIN 2. AREAS 51.0 FOUNDATION PLAN c0 1 EX15TINO CURB INLET ________________--__-__________ ___----- ____---- ____- __________ - - - - - -" 51.1 FLOOR PLAN o Qs EX15TI NC D0XN5P0UT DEVELOPMENT 51TE: 2561550 50. PT. 52.0 BUILDING ELEVATIONS O EX15TINO kqA3TEMTER MANHOLE - -- EX15TINO 3TRUGTURE5: x 53.0 BUILDING 5EGT10N5 a EXI5TINC7 GLBANOUT VEHICLE MAINTENANCE 10,522 SQ, FT. DUEL ISLAND 2,345 SQ.PT. -0-pp EX15T1NC PCLI POLE A OMINI5TRATION --o BXISTINC F'JIR POLE XITH LIGHT BUILOI NO q,17O 50. FT. EXI STING 317-E L I &HT EXI5TINC ELECTRIC METER TOTAL 221337 50. FT DEFERR,.D 5UBMI TTAL.S Ev EXISTING ELECTRIC VAULT ___ PROPOSED STRUCTURE: TRUCK RASH 21230 50. ET. D ET EXI5TI NC TRANSFORMER - -- LANDSCAPED AREA: 5q,712 50. FT. THE 1= OLLOXINC ITEM5 ARE TO BE DE5IGNIBUILD D 11e BXI5TIN67 JUNCTION BOX -- ASPHAL T $ CONCRET AREA: 202,5111-30. ET AND 14ILL REQUIRE A DEFERRED SUBMITTAL: I& HANDICAP PARKING 5PAGE AC A5PHALTIC CONCRETE METAL BUILDING ohw EX15Tl NC OVERHEAD PDXER LINE 3. U5E5 OF ADJACENT LAND X X x EX15TINO FENCE LINE ______________________________________ _______________________________ ELECTRICAL EXISTING CURBING - -- NORTH: LIG -IT-MEDIUM IN005TRIAL —ST EX13TINO 5TORMXATER PIPE (SIZE AS NOTED) - -- SOUTH: 17TH AVENUE PLUMBI NC *W EXI5TINC XA5TEXA TER PIPE (SIZE AS NOTED) - -- XEST. L 1 GHT— MEDIUM INDUSTRIAL G EXI5TING NATURAL GA5 LINE (SIZE AS NOTED) - -- EAST. GLENP10012 BLVD MECHANICAL W EXI5TINCC MTER LINE (SIZE AS NOTED) E EXISTING UNDERGROUND ELECTRIC LINE T EX15Tl NC UNDERGROUND TELEPHONE LINE 4. ALLOXABLE AREA N EX15TINO UNDERGROUND GABLE TV LINE ______________________________________ __________ _____________ ___ _____ - EX15TINO OITCH15TREAN - -- ALLOMBLE BUILDING AREA, u EXISTING UNDERGROUND GOMMUNICATION5 LINE PER 2010 0550 TABLE 503: 5,500 50. FT. ----- ST PROP05E0 5TORMXATER PIPE (51ZE AS NOTED) --- ow ---- PROP05EO XA5TEkgA7ER PIPE (SIZE AS NOTED) - -- PROP05ED BUILDING ---- -- e ---- PROP05EP NATURAL CA5 LINE (SIZE AS NOTED) TOTAL AREA: 2,230 50. ET. --- w--- FROF05BD IgTER LINE (SIZE AS NOTED) (NOT 5PR1 NKLEL?) --- E---- PROF05ED UNDERGROUND ELECTRIC LINE VACINI TY MAP 5. BUI LOI NC INFORMATION EX15Tl NG GONGRET E 6O.O NOT TO 5GALE IN$ ___ GRO55 5QUARE FOOTAGE: 2,230 50. ET - -- BUl LOI NG HEIGHT: ± 22 -O" @ LOXER EAV s T w _ EX15TINO VEGETATION -_ OGGUPANGY: U - -- 6ON5TR06TION TYPE II.IB PROP05EO CONCRETE RLttR TD 1"INAL. !711f: MWIYALMT MAN t-CiR 5AWAGI OATtU 11123111 FOR ADOTIONAL. INFORMATION. Viled SHEET 200, 0 c5ENERAL CIVIL NOTES 1. OREGON LAW REQUI RE5 THE CONTRACTOR TO FOLLOW RULES A00PTE0 BY THE OREGON UTILITY NOTIFICATION CENTER. TH05E RULES ARE SET FORTH IN OAR q52 -001 -0010 THROUGH OAR q52- 001 -OOg0- COPIES OF THE RULES MAY BE OBTAI NEO BY" CALL I NC THE CENTER AT 503- 232 -1 q8 7 OR I -800. 332 -2344. 2. THE CONTRACTOR SHALL PERFORM ALL WORK NECESSARY TO COMPLETE THE PROJECT IN ACCOROANCE WITH THE APPROVED CONSTRUCTION 00CUMENT5 I NCLU01 NG 5UCH I NCIOENTALS AS MAYBE NECE55ARY TO MEET APPLICABLE AGENCY REQUIREMENTS ANO PROVIDE A COMPLETE PROJECT. 3. ANY INSPECTION BY THE CITY OR OTHER ACENCIE5 5HAL.L NOT, IN ANY WAY, RELIEVE THE CONTRACTOR FROM ANY OBLIGATION TO PERFORM THE WORK IN STRICT COMPLIANCE WITH THE CONTRACT DOCUMENT5, APPLICABLE C00E5, AN0 AGENCY REQUIREMENTS. 4. CONTTRACTOR SHALL MAINTAIN ONE COMPLETE SET OF AFPROVEP ORAWINCS ON THE CONSTRUCTION 51TE AT ALL TIMES WHEREON HE MILL RECORO ALL AFFROVEO OEV1AT10N5 IN CONSTRUCTION FROM THE APFROVEO ORAWINC, AS WELL AS THE STATION LOCATION5 ANO OEPTH5 OF ALL EXI5TINC UTILITIES ENCOUNTERED. THESE FI EL0 RECORO ORAWI NG5 SHALL BE KEPT TO GATE AT ALL TIMES ANO SHALL BE AVAILABLE FOR INSPECTION BY THE CITY OR OWNER'S REPRESENTATIVE UPON REQUEST 5. UPON COMPLETION OF 6ONB7-RUCTION OF ALL NEW FACILITIE5, THE CONTRACTOR SHALL SUBMIT A CLEAN SET OF FIELD RECORD ORAWINC5 CONTAI NINC ALL AB -BUILT INFORMATION TO THE ENGINEER. ALL 1 NFORMA TION 5HOWN ON THE CONTRACTOR5 FIELO RECORD ORAWINC5 SHALL BE SUBJECT TO VERIFICATION. IF 5167N1FICANT ERROR5 OR OEVIATiON5 ARE NOTEO, AN A5 -BUILT 5URVEY PREPARED AND 5TAMPEO BY A RE615TERE12 PROFE-55IONAL LANE? SURVEYOR 5HALL BE COMPLETEO AT THE 6ONTFRACTOR5 EXPENSE. b. THE CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE THAT ALL REQUIRED OR NECEBBARY INSPECTIONS ARE COMPLETED BY AUTHORIZED IN5PECTOR5 PRIOR TO FROCEE01 NC WITH 5UB5EQUENT WORK WHICH COVERS OR THAT 15 OEPENOENT ON THE WORK TO BE IN5PECTEO. 8. THE CONTRACTOR SHALL BE RE5FON518L:E FOR LOCATING AND MARKINO ALL EXJSTINC ,SURVEY MONUMENT5 OF RECORD (INCLU01 NG BUT NOT LI MI TED TO PROPERTY AND STREET MONUMENTS) PRIOR TO CONSTRUCTION. IF ANY 5URVEY MONUMENT5 ARE REMOVED.?, DISTURBED OR DESTROYED OURING CONSTRUCTION OF THE PROJECT, THE CONTRACTOR SHALL RETAIN AND PAY FOR THE 5ERVICE5 OF A RECISTEREO PROFE55IONAL SURVEYOR LICENSED IN THE STATE OF ORE67ON TO REFERENCE AND REPLACE ALL SUCH MONUMENT- PRIOR TO FINAL PAYMENT, THE MONUMENTS SHALL BE REFLACEO W I TH1 N A MAXIMUM OF qO OAY5, AND THE COUNTY 5URVEYOR SHALL BE NOTIFIED IN WRI TIN& AS REQUJREO PER OR5 20q.150. q. ALL FACILITIES SHALL BE MAINTAINED IN -PLACE BY THE CONTRACTOR UNLE55 OTHEI`'.n115E SHOWN OR OIREGTEP. CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECE55ARY TO SUPPORT MAINTAIN, OR OTHERH15E PROTECT EX15TINO UTILITIES ANO OTHER FACILITIES AT ALL TIMES OURINC CONSTRUCTION. CONTRACTOR TO LEAVE EX15TINO FACILITIES IN AN EQUAL OR BETTER THAN ORIGINAL CONDITION AND TO THE 5AT15FACTION CAE THE CITY AND OWNER'S REPRESENTATIVE. 10. UNLE55 OTHERH15E NOTED, HATER SERVICE PIPE 3 INCHES AND SMALLER ON THE PRIVATE 510E OF THE METER SHALL BE 5CHE12ULE 40 PVC, WATER SERVICE PIPE 4 INCHES AND LARGER ON THE PRIVATE 5IOE OF THE METER 5HALL BE A5TM 02241 OR 21 (200 P51), HI TH RUBBER CA5KET5 CONFORMI NC TO ASTM F477. PRIVATE DATER SERVICE PIPING SHALL BE HYDROSTATIC PRESSURE TESTED TO A MINIMUM OF 150% OF THE MAXIMUM STATIC PRE53URE AT THE 51 TE. II. CONTRACTOR SHALL PROVIDE ALL NECE55ARY EQUIPMENT ANI? MATERIAL5 (INCLUPINC PLUGS, BLOW0FF5, VALVES, SERVICE TAP'S, ETC) REQUIREO TO FLUSH, TEST, AND 015INFECT MATER LINES PER PUBLIC AGENCY REQUIREMENT-5. 12. THE WORK SHALL BE PERFORMEO IN A MANNER OESIGNATEO TO MAINTAIN MATER SERVICE TO BUILOINC SUPPLIEI? FROM THE EXISTING WATER LINES. IN NO CASE SHALL 5ERVICE TO ANY MAIN LINE OR BUILDING BE INTERRUPTED FOR MORE THAN 4 HOURS IN ANY ONE DAY. CONTRACTOR SHALL NOTIFY THE CITY AND ALL AFFECTED RE5IDENT5 ANO BU51NE55E5 A MINIMUM OF 24 BU51 NE55 HOURS BEFORE ANY INTERRUPTION OF SERVICE 13. WHERE 5ANI TARP 5EWER L I NEB CRO55 ABOVE OR WITHIN 0 INCHES VERTICAL SEPARATION BELOW A WATER LINE, SEWER MAIN5 AND /OR SERVICE LATERALS 5HALL BE REFLACEO WITH A 12 FOOT LENGTH OF C -qOO PVC PIPE (OR 18) CENTERED AT THE GRO551NC IN AC60ROANCE WITH OAR 333 -061. CONNECT TO EX15TI NO 5EWER L 1 NEB WITH APFROV EO RUBBER GOUPL I NG5. 14. SANITARY 3EHER PIPES SHALL BE 5000 WALL PVC IN CONFORMANCE P1JTH A5TM 0 -3034, 5OR 35. MINIMUM STIFFNESS SHALL BE 46 P51 PER A5TM 0 -2412 AND JOINT TYPE SHALL BE ELASTOMERIG GA5KET5 CONFORMING TO A5TM 0 -3212. ALL OTHER APPURTENANCE5 AND INSTALLATION TO CONFORM TO THE CITY 5FECIFICATION5. 15. CONTRACTOR SHALL PROVIDE ALL NECE55ARY MATERIALS, EQUIPMENT, AND FACILITIES TO TEST SANITARY 5EWER PIPE ANO APPURTENANCES FOR LEAKAGE IN ACCORDANCE WITH TEBTNC 5CHEOULE. 16. STORM 5EWER PIPE TO CONFORM TO THE CONSTRUCTION ORAL I NC5 AND 61 TY REQUIREMENTS. UNLE55 OTHERH15E NOTED, STORM 5EWER PIPE MATERIAL WITH WATERTIGHT JOINTS SHALL CONFORM TO THE ATTACHEO " 5TORM PIPE TABLE ". 17. UNLE33 OTHERH15E NOTED, INSTALL STORM 5EWER PIPE IN ACCORDANCE WITH MANUFACTURER INSTALLATION OUIDELINES. UTILITY NOTE5 1. UTILITY LOCATIONS SHOWN ARE BA5E0 ON ORIGINAL OE516N ORAWINC5 t3Y BRANCH ENCINEERI NG PROJECT # q7 -12q, OAT TEO 6130 M ANO &1101Q8, AND ARE SUBJECT TO VERIFICATION. 2. ALL UTILITY LOCATIONS MUST BE FIELO VERI FI EO BY THE CONTRACTOR. THE ENOJNEER SHALL BE CON5ULTEO WHEN FIELD VERIFICATION 015COVER5 51 GNIFI CANT OI FFERENCE FROM PLANS. 3. A 14 GAUGE I N5ULATEO TONI NO WIRE SHALL BE FLACEO OVER ALL NONMETALLIC PIPE. MECHANI CALL Y" CLAMP AND SHRINK WRAF INSULATE ALL CONNECTIONS. LOCATION TAPE SHALL BE LAID OVER ALL NONMETALLIC PIPES CLEARLY l0ENT1 FYINC THE SPECIFIC UTILITY LYING BENEATH TAPE. TONING MIRE 15 TO BE ACCESSIBLE AT ALL VALVES, RISER5, MANHOLES AN0 5ERVICE BOXES. 4. ALL FLUMBINC PIPING 5HALL COMPLY WITH THE FOLLOWING 5TAN12AR05: A) OREGON PLUMBI NC SPECIALTY C00E ANO REQUI REMENT5 OF THE LOCAL JURI5OICTION. B) OREGON STATE DEPARTMENT OF ENVIRONMENTAL QUALITY. C) OREGON HEALTH 010510N. 5. ALL PIPE BEPOI NG ANO BACKFILL MATERIAL SHALL BE 314"-0 CRU5HEO ROCK OR 5AN0 IF REQUI REO BY THE INTERNATIONAL PLUMBING COl7E, COMPACT TO A MINIMUM OF q5% OF THE MAXIMUM RELATIVE OEN5JTY, U51 N& A577v10 --bq8. SEE DETAIL 1100.0. 6. CONTRACTOR TO COORDINATE CONSTRUCTION OF NEW UTILITIES WITH THE FOLLOWI NO: WATER AND 5El^lER 5FRINGFIELO UTILITY BOARD (S.0 -3 ) ELECTRICAL 5.lU.13. GA5 NORTHWE5T NATURAL TELEPHONE CENT`URYLINKI STORM PIPE TABLE 11 COVE 08:11 LE-55 MAN 30 "0 LE53 THAN 2'-b" COVER PVC PIPE CONFORMING TO AWIIA C -qOO OR I8 (UP MORE 57'RINOENT TO 12'9 OR AkiL A G -q05 (14" -18'9 WITH BALL AND HYDROSTATIC FRE550RE TEST, WITNE55ED BY 5FI60T JOINT5 AND RUBBER CA5KET. GREATER THAN PVC PIPE CONFORMING TO A57M 0 -3034, 5OR 35 (UP 2' -b" COVER TO 15'1 OR A5TM F b7q, 50R 35 (I8" TO 309 WITH BALL AND 5P1O0T JOINT AN12 RUBBER GA5KET, COVER 06:17W T 6 A I ER THAN 30V 12" MINIMUM COVER ADS N -12 PIPE REQUIRED TESTING AND INSPECTION 11 PIPED UTILITIES, ALL TRENCH BAGKFILL 1 test per 200 feet of trench per lift. AATER PtZE55URE TEST WITNE55ED BY ,4PPROYING AGFNGY. SANITARY 5 k4E R AIR TEST PER CITY OR APH A REQUIREMENT, WHICHEVER 15 ENCINEEREO FILL MORE 57'RINOENT PRE53URE TEST HYDROSTATIC FRE550RE TEST, WITNE55ED BY ASPHALT APPROVING AGENCY. 5TORH 56 ER AIR TEST PER C1 7Y OR APHA (REQUIREMENT, WHICHEVER 15 ENCINEEREO FILL MORE 5T R1 NOENT PRESSURE TEST HYDRO5TATIC PRE35URE TEST, WITNE55E12 BY ASPHALT AFFIROVI NG AGENCY. 5TREET, PARKIN& LOT, FA D5, FILL5, ,FTC. 5UB6RAOE I TEST PER 4,000 50.FT. PER LIFT. 12 ENCINEEREO FILL 1 TEST PER 4,000 5Q.FT, PER LIFT.' BABE ROCK 1 TEST PER 4,000 50.FT , PER LIFT. 12 ASPHALT I TEST PER 6,000 SQ.FT. PER LIFT. 1. TE5Tl NC MU5T BE PERFORMEO BY AN APPROVED 1 NOEPENOENT TE5Tl NO LABORATORY. 2. IN A001 TON TO IN -PLACE OEN51 TY TE5TINC, THE 5UB6RAOE AND BASE ROCK SMALL BE PROOFROLL.ED WITH A LOADED 10 YARD DUMP TRUCK PROVIOE0 BY THE CONTRACTOR, BASE CROCK PROOFROLL SHALL TAKE PLACE IMMEDIATELY PRIOR TO (WITHIN 24 HOURS OF) WAVING, ANO SHALL BE WITNE55ED BY THE APPROVING AGENCY, MULTIPLE IN5TALLATION5 (All 5hape5) A0 .Q \ (,p DIAMETER MIN. SPACE BETPqEEN PIPE Up to. 48" 24" 48" to 72" One half (112) dia. of pipe 72" to 180" 3b" GENERAL NOTES FOR ALL OETAIL5: 1. 5URFACINC OF PAVED AREA-5 SHALL COMFLY WITH 5TREET GUT 5TD. OR 6. R0302. 2. FOR PIPE INSTALLATION IN EMBANKMENT AREAS WHERE THE TRENCH METHOD WILL NOT BE U5E0 ANO THE PIPE 15 36 " DIAMETER, INCREASE D1 MEN5ION "E3 " TO NOMINAL PIPE 01AMETER. CO.O; PIPE TRENCH DETAIL NOT TO SCALE TABLE A FIN15H 6RApE 1V PIPE BWL?IN& DBvrH 5MON oumim of mm B€i4 E TABLE A CAST IRON FRAME cAsr IRON COVER tZ15E(2 O.D. PLUS 1/2" MIN. _\ I 17 / .o PROVIDE 114" CLEARANCE _. BETWEEN CONCRETE PAD ,, , ANO R15ER PIPE MIN. 4 TRACER WIRE (SEE NOTE 3) MECHANICAL PLUG AG OR CONCRETE PAVING OR OTHER SUiZFAGIN6 V/z VARIES 4" #4 HOOP CENTERED IN COMMERCIAL GFZADE GONG. PAD PROVIDE 114" CLEARANCE NOTES: FOR? CONCRETE FA0 ANO CAST JJZQN FRAME RISER PIPE I. CASTING SHALL .MEET H2O LOAD Q CLEANOUT NOT TO 5GALE REQUIREMENT. `= PIPE ZONE °= ANO MATERIAL TO _ MATCH CARRIER PIPE p p MATERIAL - ' •- 3. SEE 5TO. ORG. RO 336 FOR TRACER WIRE ° OETAIL5. :. .o:. a .o: 4. ALL CONCRETE TRACER WIRE (SEE CC GRA?E CONCRETE NOTE 3) .0. o Q CLEANOUT NOT TO 5GALE MECHANICAL PLUG BEPOI NO S REQUIREMENT. `= 2. PROVIDE RI5ER 51ZE °= ANO MATERIAL TO MATCH CARRIER PIPE - ' •- 3. SEE 5TO. ORG. RO 336 FOR TRACER WIRE ° OETAIL5. :. .o:. a .o: 4. ALL CONCRETE SHALL BE COMMERCIAL CC GRA?E CONCRETE MECHANICAL PLUG BEPOI NO S 1 w w w w w w w w w • w w w w w z w w w w a w w w w w a w w w w w www w Vi w3m w w w w w w ww w w w SOUTH 4.03' S 89'56'00" W 7.2' EvC- - --o, w w w a w i w w s1 w w w w w . w w w w w w w w.- w_. - i4-- '`- iF'- k''o`"'.. ' ii.'- w""'' iFw --r' :fr"1..T'.A'1'. w w w w w w W w w w 4 w w w W a w w w w W w w w w w w w w w w w w w w w +•`9 .= w w w b w W w'^4 = w w w w a w w w a w w W w w W w w w w w *'''( w w t a w w w w b w .@ w w a w w w w w w w V W O w w w w w w w w w w w w W w w w_W w w w W Iw- w V w"'V w W w w w w W w w w a w a i w w w W v 2 GTL1D 3U 56 a• a a w w w w w w w w r w w w .a w w v w w a w w w r w w w w w r .. w w w w v v b w w`v'+.'L71' w W w * w'^+ae w w w g. w w w W v w v w w s _ d W w w w w w a w w W w w w w W w w w w w w w w ° a w W w a tr a a w w w w w a w w w w w w W w_`i w w w w a W W"`1a., w w w w w v w .r w a o w w Aff w !w w w a q. „ L+" .... -•-"" w w w W W a w a r a w ,+ __+.. -_ . -. -. . -.. +(- .•.- . - -._ -. w w E - '- '- ^"5'E .,_ a w w w° w w w w w w w + w w w w a 1' i" ]rf 7 aw w w w w w w a ' 2 J . w w w w s' w t o w r w w s w w w w w w a w a w w w w ° w .r r. W w w w w a w a w a w w w w ° v w w a w w w w w w w a • LV w ,s,o a w w^ lw a a w w w w w a a w - w w w w w w w w w w w w r w° w w ' ii w w w w w s I w w t a w w -a a a { w\. W a w w w w w w w _ "" "'- -- w w w a w w t w w w w w- ` FL =429.80 a W w a a w ,r w w t /i W w \Y w w w w w w _,,, a a w a w W O w w l w a w W w w a W w w w : , , '" w w w . _y:....)b""' -•r w w o- w w w a o w I ,r w w w w o w W w \ w a w a w . w a w a /.^^''' [/ w q. w w w w w,tv- O7V"w" r w W w v -r w w a w w w FL= 429.50 W w w w a w w W w w v w w w a w w / S , y W •lv w W d w w W w w W w w w a w w w w w w w w w a •M••, + +e w w w w w w b w 6/ w w W w I W w w w a w w w w a w w w w w a w Qw w i w • , w w w w w i{ w w w w w w w w W w .•.w a w w i .•. w w w w w w w w W w •f w t w w w w w a w a w a +4 w w 'a \ ,y +- w w w lc tl' t W V > w w w w a w w w w w w a w w w a w .w ---: w a w w w w w w w w w w w w w w ° w w w w I 1 w w w w y 10 UTILITY EASEMENT w w w w Pty . .. w w w w w w w w ,--- 'w w w w w a W w w W W w w w w mac. w w . w w w I (E) CATCH BASIN _ w a w w w . ,. w w w w w ,... =' w w w w w w w w w tr w w w w a w w w w w w W FL= 431.50 1 TRIM- 434.00 l© 1TLID w a w a w RECORDED APRIL 25 2000 w w w w w w w w wY w w { %E w w w w w w w w a w w w w a w w w w W w w o w w w w w w a w a w a w w w w w w w w w w + ' a w a w w w w w f f w w a' w. a w w w w w 'Y w a w w w w w w, w w w w w w a w a 1 FL= 432.50 w w w w w w m w w w w w w a w w w w a W w w w w a w w w w w W w 1 w w a w w / w w a w w w a w w w w w w a w w w a w w W w w a w w w w w w w S.Tf3GK w i w w a w INST. NO, 2000 - 023124 LANE w"ti w w w w ., £ E w a w Y}.. . ,p' w. w w w w. w w w w w w a w w w w w w w w w w w w a w w a w I . w w w a COUNTY DEEDS AND RECORDS. w w w Lr ~ w w w w w w w w w w w a w w w w w w W w w w w w w w w w w w w w w 20' ROADWAY EASEMENT 1 w a w a a w w w w w w w w w b a a w w w w a w w w w a a ° w w w w w • w w w w w w w w w w w a w w wwww w. w w W °. w a w w www RESERVED IN DEED 1 ( \ Ir,,,_. --- w w w w w waw r w w w w W ' w w w w w w w w w irjpr w a w w a w w w w w w a w w w w w w w \ w w w w W w a w w w w w a °ww w w w w (y ,11f /. IL Jt'1 RECORDED SEPT. 1 I ( ,. /`' y „r w w w w ... w a w w w w W tr w w w w w w w a w w w w w w W w , W w 6 w w w w w w w e w a w t w w w w w a w tr w a t w w w w w w w w a w a w w. w a w w w w w 1 w w w . w w w w w w w w w w w w w v w w w w w w w w w w w w a w 1950, REC, N0, 8940, w w w -` w w w w w w w w W w w w a w w W w w w # w w w w w w W w a w w w w w W w w w w w w w w w w w t a w a ' w w w w w w w w a LANE LINTY OFFICIAL I ,_,...E w +.}w) w w w w w w w w w w @ w w w w w w w w w 4 w w w w w i w w w w w w w w w w. w w w w °8 w- I W w i a +4t w w a w w w w w W / + W w w ° ` w w w w q, w w w w w w wa w w w w w w a w w w w w w w w w v w w w w w w w w w W t w w a w W w w w w w w a w w w REG S. wwwww www I w W w w w w w w a w w w w W w W w rj jNL,'P w a w .r w -w J w w w w w w . w w w w w w w w w w w w w w w w w a @ a w w w w t w w w w w W w w w a w w W w w w 1 wwww ° Y w w w a a a w t •C w w w w w w w pw j ppj[[w[/w w w w w t 4 w f w .wt ww°'www w'+'.w ww '/'°wItiTI [- 'fZ/'1i"w "T -1't w.a °w w ww w awwwwwwa wwwww. I w w w _ +.j.(gJrr 1 PRECAST CONC. w w w w w trww w aw rYww wwwwFL- 7"tJMY/w ww waw ww wwViww Va+b w/w W.k wwww ww w I I @Vwwv Www w w w w w w w / -/, J w w w w w a g w w° .r w w w w w w w w a w w a w w w w w w w w W'" w w w a 1 VEH GLE BARRIERS ° w w w w w w w w w w w a w w t w w w w W w w w w w M w w w w w a r w 1 w w w w w w w w w w w w w w w`w w w. w tr a w w W w wY w E STORM MANHOLE :, - w w w w w , w a w a w a w w a W w w w w a w w w a w a w w +„/w W w w w w w r a w I w a ,, w a w w w w w w w w w w w w w w w w w w a W w w w ,/' a t w w w w e w w w w w w w w W w w w w w w w w w w w w w 4 w w w' w w w i w w w w 1 _ . r w a w w w w w w a w w w w w w w a w w w w w w w w w w w w J ^ 11 p w a w w w w w w w w w w w w w w e a w w w w a r. w w w w v w w w w a (' 1 1 FL IN= 420.26 w r w w w w a w w w r w a w w w w w w w a w a w w w w w w w w w w w w tr w w a' w w q /j W w _b_ a w w w ST FL OUT- 428.17 w w w a w w w w w w w t w w w w w w• w W w w w W w w a w w a w w w w w b w w a w w w a W w w w w w w w w w ,/" W ` 1 1 14' SANITARY SEWER EASEMENT w w w w w w w w w a w a a w ^ w w w (E) SAN MANHOLE W w b w w w a a w w w w w w a w w w w w a w w w w w w 3 w w w w w w w w tr w .. w w w w w w w w w w w w w w w RECORDED AUGUST 2 1972 REEL w w w a w w w w w w w a w a ( w w w w a V w w. w w w w d w w w w w w w w w w w w w w w m w w wwwaww wwwwww www .. w r w a w w w w w w w . tr w w .. 1 597R, REC. NO. r ' * . $ ` RIM = 433.70 , .s w w a w w . w w w w 11769 LANE COUNTY wwaww " w w 7 7 w a w w w w w $ FL W= 426,95 w w w w w + w w w w. w w (E) SAN MANHOLE __.. ( OFFICIAL RECORDS. -wwwww Www a w . w #: w w w w w a W w w"w w a° ` a 10" FL N= 427.19 a. W w w w ww w w w w w .. w w w R1M- -434.07 „,2 , yyyyy w a w w y, wwwww www + w w w w v w a w w a w. w w w w w w 10" FL S- 427x04 74_'x---- ^ ----- w w w w w w W w 1 " 252.7 I - .- .- ._ - ,. w w a W a ° - - - __ - _..- __ - a w wir a w w a I I - a w w w w wY w - - --_._ _. -- -- w w .. ._.._- ..--- .__- _.._.._- 24" FL W= 425.72 a w w w .. w w w w w w 1 w w w w t w W ... _ w w } I w w a w w a w w. w w_ !/ p» ( w w w w w w w 8 SEWER -'wwww 24" SEWER 24" SEWER w w w y'(y a w . w w r 1 _ e - - - - w w ,y . .....--- .II ( _ w w w w a . ww wv ww ww wwa ` w ww svw ww ww ww ww ww S ww , _..._ - - - _ - - - - - - - _.._ - - - - w r w w w W w w r w w w -- -- ._ - ._ -. - .._ - _.._ .._ - w w w w W w v w wT w V' __----- - - - -- --w w -- 1 w w w w w w w w 1 }SAN MANH w w w w w w w w w w W w w a w w w w w w w w {E} CATCH BAST ( www ° w waw RIM FL 3E =426. I w w a w w w w 4 w w w w t w w a a w w w w w w w w w w w w RIM = 432..80 I 1 (E .CATCH BASIN w w w 12" FL N= 427.01 w w w 1w a w w % w w 1 {C F,,, a w w w w w M w w w w w ° w wwwa FL =431.4fl R1M= 432.90 ' ww w w w yw w° E} CATCH BASf'--- ,-' - 4 FL S =42 I w w a w a w ( w w I FL= 430.40 wwwww ww. RIM- 431.50 24" FL W= 426.24 wwww wwwwwww ww EXISTING FE1GE - / w w w w W w w w w 1 u~i w w w w w www ..L =430.00 . w w . a I . w w w wS w W W 4 S w w 1 w W w 4 a w w W w Y b a tr w t w wQ w w w w E STORM MANHOLE v~i 1I _ / ST C° w a w w w 7 7 1 { } r ' t w w w W a w RIM= 433.50 -' 2q. ° r( w w w w w w w w w a w w a w W w w w w w w w w W W w w w w w w - T w w w a w w a w W w w w w w w w w - b w w www ° FL IN- 429.75 co ' - (E) CATCH BA IN ° '' FL OUT= 429.62 ,/' RIM= 432.90 v~i 14' SANITARY SEWER EASEMENT RECORDED -- --r--I • --' -- cn # 1 FL= 431.40 i AUGUST 2, 1972, REEL 597R, REC. NO. w I GO 11769, LANE COUNTY OFFICIAL RECORDS. 1 N I w sr 8" ST sr sr 10 ST sr sr sr sr sr sr 12" ST sr sr 10" ST sr I 6 ST -- E CATCH BASIN I a° { } E w ' t t RIMS433.68 1 {E} STORM MANHOLE RIM = 432.50 1 Y FL =431.00 ! w ° .O FL= 429.50 RIM= 432.80 w ., • w '-- -'' {E} STORM MNHOLE FL IN =42 -- ' y r w t w w w w a w w c. w a w w w a a w w t w w. r F w ""' - 1RIM:= 433.:00 I FL OUT- -429.5 I . w w r w w w a w w W w w w w a w w w a v _'" DS FL IN= 428.601 w a w yjp w a i W a 'P a W ''I ° L OUT =428.5 co wwww www ( ww w a`wwww w - `. •. . w w w w a w V w W w I i w a w w w w w i -- PRECAST GONG. --`wwwwww 1 ww wwww awww ww w 3 1 VEHICLE BARRIERS a w W w a w w w w w I w /'') L raj a E CATCH ASIN w a a iV w w w a w a w w w a a a a w w a w . RIM =4 2.50 `- w w w E) CATCH BASIN w w W w w r1./ y. w a w w w w w W W a w •T - w o w w w w w w w w • - w , 1 `` . =4 1.00 w w w W w RIM = 43'1.50 1 b I w w w a w w w w a w N ( w W W w FL= 430.00 w w w w w a w a w w w w PR w tr r 1 w w w w W b . ' E TC A N w a w a w w w w wj 4 ( w w w w w a __..._._s.i CA H B SI w w w a a a w w w w w w w w w v w w a .: ` 1 RIM = 432.40 w ®, ww wwww .wwwa ww w w I C9 s w w w a w ..... YJ1 ... 1 FL =430.90 w w w ° , ° 3 Y ( w w w w w a w w" w w w W a (j l"r 1 PRECAST CONC, . w , iw w 7 % I a w w w a 4 j y ( VEHICLE BARRIERS vn v w w w (/.} w w w w w w w w w w w w w a W a W w w 9 t w w w 1 t w w w w w w w a a w " w w' a w w w i9 w w w - w w w a ,p. w w w w w ' i w w w w (. w w w w w ** . 1 j. w w t Y 1 w W x° w w (o- e w w w a a a @ w w w ° w w w w w w w w w ..,. ; I -- w j • ,d w w w I w w a W a W a .- f'. ,W w w w 'w. w w W w . .. 1 r w w w w (Q I V w r w a w r w a ( FUEL .TANKS wwa °wwww i W w w w w w . a V a w tr ° w w a a a w w w 1 w a w w i• w w -• -1 w w w w w w w w w w a w w. a w - w a w VISITOR w 1 w w w w w w e w w w w w w b a w w w w w _ T. w " w w w PARKING SIGN w w w/l w w w w w w a I o , . .._ _ w w w w a w w w w w w w w w a a w w w t. w • ' w w w w w w a w t t C9 a s W w (E) CATCH BASIN 1 w w w w a w w w w wYw w = I w w w a w w , ` 1 -„ - • ;, . - - • • ,wwwwwww RIM = 433.55 °w w wwwwww ww -_ w w w w` . <. FL= 432.05 w w w w w w w a S '• ©Jf^'.: ; . .5• - •... `~p - i w w a w w w w w w w w w w as w EX STI ICI G - 1 .. - :. FL= 432.60 j {j{ . `, s w w w a w w a w yl w w w w w w .{ w .. 1 . w w w w w w w w w a w w w w w J{""IV E M1 .. „...,,. w a w a w a a `w w W w w CD w V tL'.'.w W w w w w w w v( w a w w w w . . . :.. ' . (E) ASIN w w w 7 w w w W w w w w w w w E CATCH BASIN - - -, -z - .. CATCH B gww•ww www „ •:- wwwwwwww ww w wwww ° I w {) MAINTENAfCE . , .. RIM-- 432.80 y .. . w w W w w w W w w w w t W w i RIM= 431.90 - - FL= 431.30 ,+i . w w w w v w w +1 a w w w w w w . ., w w FL= 430.40 8 U I LD I I G . .._.. - .. . w w w w. w w a w w w w w a w w w a w w ` .. w w w w . .. ., a w w w ;w w a w w t w '• . • w w w w w w , w a w w w w w w a +t w w .. ... EXISTING :, •. .. .. m w w w w /e -.-c T' 9ii"P't:T`PxA'^V'i:T"'t': w w w a v w $% w w w .. w e w t w a w a w a w w w w w w a w w w w w w t w w • w• w w Yw try w_...,. ; . .. ... ,. ;. , . '.. , •' w a w w w W a w w w w w w t a W W w w w w w w w w w w w w a w w w a ° w FU E w w w w w w a w w w W w e w w W w a w s w w a w w w w w w aa w w w w w ,- .; . -` w w . ..... S ^` * `" - w w w W w w +9 w qr w y • '. 6i/ ST . ` , .w a a w w w w w W w w w w w w w w a a w w ° ° E CATCH... BASIN w w - W w w j 1 ,,, w w a a w w () w w w w a { CA CH ASI w w /w w jjjj w w t a 4 w a 6 w W M w w I v . ; .. RIM= 432.90 .. : , , '' I Jr w w w w w s, w RI =4 3.55 1 # ;. f = w w ' sr ST 57 _ FL =431.40 w :> w a a w w w w N _ w w w a w FL =43 .05 1 a .. -. * .. , ... , w w w VISITORS /ADMIN I ..4:' _ a w a »' • :... ... , : PARKING 1 `' w •'. U • .. ww (E} AREA ORA1N w (E} STORM MANHOLE w , - w - a ,- • S fl .. 6 SEWER RIM- 433.55 - ° w :.: ' w w RIM =433.90 ' I {E} SAN MANHOLE , a - : - w w FL IN= 430.50 . ( RIM =433.45 w w FL= 430.75 FL- 432.05 w-" w w w w FL OUT =430.30 » a :, ` w - . ; (E) STORM MH ' (TYP. t FUEL ISLAND) w ...L_ w w °wwwa 1 r 8» FL NE =430.55 w - ` .. .. w w Jr,, w Jr 1 ;,' w w 8 FL S= 427.93 ' RIM = 433.45 . }- .. w w w w w ° .- 3 : , 6.. {E} CATCH BASIN w .. w w w a w :sr' ` w w w 15" FL E= 427.38 w . ° FL 1N= 430.20 Sr RIM= 432.80 w " •` °wwwwww w w { ° W w = w 15 FL W= 427.85 ° w - FL OUT = 430.00 w w R. CURVE DATA a w rt- cf-- co . FL =431.30 a www ` _ . • . - , . . -. , .. .. .. .. . . - w ` E '` e E E £ E FL= 429.15 w `," w ` - .. .t a . :. a w Fa w OIL WATER w w` .. ,- :: -., . • " :: :. , _ • w w v.w wa w w w a a w w w w + + ,fit ©» wJ ' w w'a ° w w w ,. :. - '• w w w a w w W w w l .? w. w w CURVE w :' SEPARATOR ... .. - :.....: . .. ,- . .. .... ... - . .. g w w SEW ' •-.' w w w a a a w a w yi"' w: w w w w w yy .,. ; w 15" ER ' .S ..:.' • '. '. .'` '`' -` :- '- ';f' .'•. `• a w w w w a w tw w w a w w a w w. .a ,a; y, % w - :. . . J- w ,+, i ,, .. .,. w w r w w w w ,• (j) +` E w w w w w w w w,, w w 3a r w w • ' yw w w w w w w w w w w w w e w W w w w , ^,. - _ ,. w w w w w t w w a w w w w w w a a 1f /+ _.. Ld w a Ac+ + R f"\ j"' w w ,.( w w w w w w yep wT^• w v .r w w w a .' w w w„ a w w w w w w - w d` w wwa r{ v w w w w w iL! V! j`f { ' '` w a a , E... w w w w w w '• w w s w w w w w w • • w FL= 430.40 - `° w w w 6' . w w w :` w w w j$ .. .: r .. . -. r w w w a w w w w w 1 -= 45' 48' 34" w° w t N W w wwww w . . wi w w w w . a w w w w (yJ(y d' w w w w w w w .:..... ` w -z. ,. . w w w w ps w a w i( w w w tr - ' - ' ' ` . ` wwwwww ° w w ' w w w w} a w w Ic -- 3.8,92 w s =o.006 .. ,: ! . LL .s a a a w a w a w w w w w w w w w a a a w w w : w irir w w w w w a w w w w w w w a a w w w w w w w w • w w w w w w w a 4 3% OrJ 3 w G G 6 c c c------ ---- -c 2 W w w www w W w w a w a W w w w w w w a w w (( \1 i n (/, (E} SAN MANHOLE w w v w w a w Y w. y w w E E E E G wwwww °www w °www °w °waw °w °w °w °wwwww °wwwww °www EXISTING RIM= 434.43 w .I w w w ° w w 3 8w mww w w w tr w w a w w. w w w w w a w a w w w w w ADMINISTRATION " w °Iwwww www w w www (E} CATCH BASIN w w w w w w rr++------ y }- a( a w a w w w w w w 10 FL W= 427.65 _„ i.7YWGw `E.iffhAl4fRw w a w a e w w w a w r w w w w .w y w (R w (E) CATCH BASIN RIM= 432.80 w w w 15" FL E= 427.47 /y' j w w w w w w w w w w w w w w w w t o w a w w w a a w EL.EC, TRANSFORMER w w w w w KEYPAD. w w w w w w W w w w w w w g U ( I N ( w a ! ; w w w W •- a a w RIM =432.50 FL= 431.3{? w w w w w a a w w w w w w w w w w w w w w 18" FL S= 427.32 w a w w w a a a ON CONC, PAD J{ w w w FL= 431.00 w w a w w .. w w w w w w w a a w w w w w w y '" wrvlwww wawwOA.wQPE,..aww wwatrwwwwwwwwa 24 FL N= 427.03 w w w w t w w w w w a w w w a w w w www w t a w w a w d w w: a w (( ([ }' w w s w w w "" •.00 ww w w t w .. r w w W w w•a i(O' eF Jr" w w w w w .r w w a a W 3v w w w w w w a w w a a w a w w -~ `` TRASH w w e w w a w w w w w w a w w w w w w w a i w w a w w e w } e y w a _ _` + i /}1 i a a w w t w. \ //' w ww.. a w w w w w a ° w i s a w w a w w w w w w w w w w w w w .. w w w w a w a w W f w(4y /y7c w w w w w w 4 w w W w . w W w a © _ ] _ ] a w w w w W L w .• "^'+r w W w w w V a w w w w W w w a w w w W a w V w w w w w 6 a fl w w w a w w w w w V/ w w wY} w V W w w w a W Di b 'i w w w w a W w r/ F V V / r / .,...o.yx....,,..,,yx T.••.• ---iC w "'i((r..-- J(, v Ti s` wv o v( •r w w w w w w a t t w 4 w w w w w w w w w w ' ( 'y.y w...,..__ •... w w w w w w w w w a a i 4 w w a w w w. i w w w a W i w w w a w w jJ (w.. w w w w w w a w w w w w y w W w w w w flsw w w a w w w w w 4 w a w ^IDQ w w w W w w t C/ / /V't V) t° i' T w w w w w w w w W w a w w w w w W w w w w w /. y "w w w t w w a w t w w w a w w w w a w w w w w w w W a L__ w w w a w w w w w w w a w w a a w °' , a w w w w w W wv t w w w w w w w w w 6, a . w w a a w w g, w w w o a`w w w a w w w w w W w w w w w w w w E s s! V w w a w i' -+ w ('-' w w /. • ' E -- +..i„IF W w w / t W w W W /w w +trw w/w w w ty/w{ a w a w w w w w t W w w w w w w / w w w w w w w w w w w w w w w / ) / / iaf w w w w a w w w w w w w a w w w w w w w w a 'Y !` w w W w }). b V w W a V "" v a--r -T-SR $'^ "'lyr w w W w w w w w w w w a y . w w w w w b w w w w w •O i t w ' ' " _ w a a w w w ww w a w w a w i W a w W w w w _ -_- w w w w w w rw- w b w w w w w 2 w •Y w ` ., w w t w w w w w w w w b w W a w w a W a W a w a 4 a w w w G w w w w w w r--e. -v- r- r-w -s^ r .v-v -a+- -r- a-+r t -Y- a- -a'-v -"- . -q -c-- -s. -w -' ':- ' -w - i-'w• s S- w"-.3 - Y^'i "T Y- w -i. '.'' w --7. 'T a -"i. -' w -w i '-i-"` w a T .Z -w V': "- w w w w .i wi. T +e w w w w a 1 w v w w w w w w w w w a w w w w w w w w w tr w w w w w w w w .( w w w w a w w a wF w a w w w w w w w w w a s w a • F w w w a w w a w a w w a w a w w W w d'' w ° w w a w a a a w a w w w 1 w w w o w a w w w w a w a w w w w w w w w w w i w w a w w w w w s / w w tr w r w w w w w w t a - - .- w{-.w- .,.,.ter -E ,.. -£Em. w w w w g w w w w a, w a w w,ry w w w a v1.a w AiM1 w i.w . w w w w w www w w w w t a : '...: y.:j w w.. V w w w , % a w W w W w a w w a w w w w, w t.. w w w w w r w t a w w w W a a a w w Yy w w w t w w w w a w w t w w w 4 w w W w w w a w w w t w w 'Y w w ° W t w _ w w w N a < ,'r( .w w w w e w w I a w w w a jI a e•- a-- :- j -•.• -- ..G.- ,..8» W_a- W-.-w- R...,....,. v w a w a w w w a w w i w a w w w w a w t w w w a w a w w w w w w w w w w a a w. w W w w a w w w w w w w w v w w w w w w w w w w w w w w w w w a w a w w w w w w a a w w a w w 6' HIGH MOTOR OPERATED CMU WALL GATE OPERATOR TRASH KEYPAD CANTILEVERED _ -- ...EXISTING WEEP 7' P.U,E. RECORDED SEPTEMBER 24, ENCLOSURE SLIDING GATE HOLES 1998, REEL 24fi7R, REC. NO. 98 ?5573, . _... ._.._ ..,_.. sr .21 " ST . . _ ____ LANE COUNTY OFFICIAL RECORDS. _ ___. - r _... . ._ _. .._ w__._I I 1 T iT1r.1 T 't..1 _ UTILITY AND BUILDING LOCATION NOTE: f:XlSTINC BUILDINC Np UTtLfT15 f3 C.lt TiN CLLUtlN+ 21C1ItL ilCN Dl'WliES: I T' !'LAN Y ZGfI TV 'FJ2 NL? 'L41N11, 4C7 514N1 Ti41?Y aTM `N ?%4N f3Y f3f,4[Gt 1>1%Cc 1.4? b13O18 ,x41 811018 'fF'TtV'ELY, 1 T To V11tG,TIDN r Tifi Gt?NT1GT. 80UNDARY NOTE: /' /a /(% + +r'''r" %'''' (11p41Y l %11ij* ` /}'` M`T+'N/ .i• •/' J 7! 1 • 'L 'i.r! • t rC LI , sJ.n iM /rw / i 7 I StlRa C1G G,5 1=1L IU11 X288, 1iL1N UT IS S a t. TffS NDT GO'ITIT(J7 14 3CtlY r T ra IY 14Cti1G15 Tf-f,T tlBaGJ= 7/CT ii"i4'7' 1rY ltY I1 aGLY V. ERSEMENT NOTE: N fNol.'NITION Gf.lGT TO !lG4TIDN. Oif' 4il7TS M4Y L:C1T TfiT 4 N ©T NO''ltht l -iON, l'421IIC LT4: TOT4L 5'G.: 242 51'GS I?ICT1'? MPLDY' GU5T01 f'GS. I4Jr' 'GS all Ti2Y Tf2UGK LT STf )off tiI.'?: CJct %J' GON5T2UGTIDN NOTES Oj GONSTRUGT NEW 4 " STORMWATER LINE, 5 = 0.0120 MIN. O2 GON5TRUGT NEW 6 " SEWER LI1F 5 = 0.0104 MIN. O3 GONSTRUGT NEW GLEANOUT, 5E DETAIL 2 /GO.O O GONNEGT NEW 6 "D SEWER LINE TO TRENGH DRAIN5 AT XISTIN6 1/EHIGLE MAINTENANCE BUILDING Gc'11TIGT N;Et 1 "d tT LINE, XTNI X1T1N fIGL lfi4lNT'l4NG /LDIIC GONSTr(JGT NI LGTIGL LIIV, CTND '.C.M .X'15TI1 1#IGL MI1'`TiNG UIL1311C GON5T1t2tGT N " C L /N, XTND I-= 120%f XISTIN YHI GL Mr4I NTNNG 3UIL11 >tC r 11 + :c - . , REVISIONS SfTE P A job dt"Q W C1 dafie checked #fled ICJ 11 -957 .MAC 11 !23/11 C1.0 t . o • r t , REVISIONS SfTE P A job dt"Q W C1 dafie checked #fled ICJ 11 -957 .MAC 11 !23/11 C1.0 GENERAL STRUCTURAL NOTES 57RUCTURAL ORAWINCS ARE A PORTION OF THE CONTRACT 00CUMENT5 ANO ARE I NTENOED TO BE U5E0 WITH ARCHI TEGTURAL, MECHANICAL, ANO ELECTRICAL ORAWINCS. THE CONTRACTOR I5 RESPONSIBLE FOR COOROINATINC THE REQUIREMENTS FROM THESE O?RAkqlNC5 INTO THEIR SHOP ORAWING5 ANO WORK. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATION FOR A001 TIONAL REQUIREMENTS. NOTES ANO OETAIL5 ON THE STRUCTURAL PRAWINC5 SHALL TAKE PRECEDENCE OVER THE GENERAL NOTE5 ANO 7YPICAL OETAIL5 WHERE NO OETAIL5 ARE 671VEN, CONSTRUCTION SHALL BE AS SHOWN FOR 51 MI LAR WORK. GORE REQUIREMENTS: 6ONFORM5 TO THE 2010 OREGON 5TR06TURAL SPECIALTY CODE (0550), BA5EP ON THE 200q INTERNATIONAL BUILDING 600E (IBC). TEMPORARY GONDI TION5: THE STRUCTURE 15 DE516NE0 TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR 15 RE5PON51 BLE FOR FURN13HI NO ALL TEMPORARY BRAG I NG ANPIOR SUPPORT THAT MAY BE REQUIREO AS THE RESULT OF THE CONTRACTOR'S GON5TRUGTION METHO05 ANPIOR SEQUENCES. CONTRAC TOR `5 CONSTRUCTION ANPIOR ERECTION 5EOUENCE3 SHALL RECOGNIZE ANO CON510ER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS OURI NO THE CONSTRUCTION PERIOD. EXI5TINO CONOITIONS: ALL EXI5TIN6 60NOITION5, 01MEN51ON5 ANO ELEVATIONS SHALL BE FIELD VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ENO INFER OF ANY 51 GNI FI CANT DISCREPANCIES FROM CONOI TION5 `5HOWN ON THE ORAKN65. 0E.51 ON CRITERIA: OE-5/&N IS BA5E0 ON THE ALLOWABLE 5TRE53 ANO OEFLECTION CRITERIA OF THE 2010 0550. IN A001 TION TO THE 0EA0 LOA05, THE FOLLOR NO LOA05 ANO ALLOWABLE-5 k4ERE U5E0 FOR OE31ON, 111TH THE L 1 VE LOA05 REOUCEO PER 2010 0550: ROOF 25 P5F ALLOPqABLE 301L BEARING 11000 P5F LATERAL 501L BEARING 100 P5F WINO? q5 I MPH EXPOSURE B EARTHQUAKE DE51ON IS BASED UPON THE FOLLOWING: EQUIVALENT ANALYSIS PROCEOURE OCCUPANCY CATEGORY II 5E15MI G OE-51 ON CATEOORY 0 51 TE CLASS 0 SS 0.656. 51 0.315 . BA31C SEISMIC FORGE RE515TING 5Y5TEM SPECIAL STEEL MOMENT FRAMES STRUCTURAL OBSERVATION PROGRI- M ITEM COWENT5 PRIOR TO FIRST CONCRETE POUR REF. NOTE5 I, 2, 31 4 OUR1 NG INITIAL STEEL ERECTION REF NOTES 1, 2, 3 AS REQUIREO TO AOORE55 STRUCTURAL 155UE REF. NOTES 1, 21 3 PROGRAM FOOTNOTE5: I. CONTRACTOR 15 RE5PON51 BLE FOR NOTI FYI NC THE ENOINEER OF RECORD 24 HOURS IN ADVANCE. 2. A FIELO REPORT WILL BE SUBMI TTEP TO THE BUILOI NC OEPARTMENT FOLLOWING EACH 31TE VISIT. , . STRUCTRRAL OBSERVATION 1S FOR THE GENERAL CONFORMANCE OF THE STRUCTURAL ORAWING, SPECIAL INSPECTION IS STILL REQUIRED. 4. AFTER REINFORCING STEEL 15 IN5TALLEP. STRUGTURtL NOTES ANV- SGIFIGtTlONS: rrc.ft inrcc. i lulu rr<vcry -ri C>1CJCJU .`J 1 1 W U K K UzUUU G 0 NG K A T E %i A R K E5TA8U514ED PER 2007 0556 SECTION 106, 109 d CHAPTER 17 ITEM CONTINt1dU5 PERIODIC COMHENT5 SOILS GRADING, EXCAVATION $ FILL x BY A O.EOTECHNICAL ENG /NEER FINAL FOUNDATION PREPARATION X 3r A OEOTECHNICAL ENGINEER CONCRETE TABLE 1704.4 REINFORCING PLACEMENT X REINFORCING WELDING X REF. NOTE b REINFORCING COUPLING x ANCHOR BOLT5 t IN5ERT5 x PREPARATION OF TEST 5PECIMEN5 x CONCRETE PLACEMENT X EPDXY ANCHOR PLACEMENT X EXPANSION ANCHOR PLACEMENT X 5 ZEE& 5TEEL TABLE 1704.5 HIGH 5TREN9TH BOLTING X TURN -OF -THE -NUT METHOD WELDING OF ANCHOR5 ANO 57UD5 X METAL DECK WELDING X EMBEDDED PLATES X WELDING RE. NOTE 2 51NOLE PA55 FILLET WEL 125 t %6" X REF. NOTE 4 FILLET k4EL05 > $1b" X REF NOTE 4 PARTIAUCOMPLETE PENETRATION x REF. NOTE 5 LIGHT GAS METAL FRAMING WELDING x PROGRAM FOOTNOTES: t. THE ITEMS CHECKED WITH AN "X" SHALL BE INSPECTED IN ACCORDANCE WITH 0550 CHAPTER 17 BY A GERTI FI EO SPECIAL I NSPEC TOR FROM AN E5TABL15HEO TE5TINC AGENCY: FOR MATERIAL 5AMPLINC ANO TE5TINC REQUIREMENT5, REFER TO THE MATERIAL 5AMPLING ANO TE5TIN0 5ECTION, THE PROJECT 5PECIFICATION5 ANO THE SPECIFIC GENERAL NOTES SECTIONS. THE TE5TINC AGENCY SHALL SEND COPIES OF ALL STRUCTURAL TE5TINO ANO INSPECTION REPORTS DIRECTLY TO THE ARCHITECT, ENGINEER, CONTRACTOR ANO BUILDING OFFICIAL. ANY MATERIALS WHICH FAIL TO MEET THE PROJECT 5PECIFICATION5 SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE ARCH17"EC7. SPECIAL INSPECTION TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDOER OE5I6NEO COMPONENT5. 2. 5PECIAL INSPECTION IS NOT REQUIRED FOR WORK PERFORMED BY AN APPROVED FABRICATOR PER 2010 0550 SECTION 1702.1. 3. CONTIN0005 SPECIAL INSPECTIONS 15 THE FULL -TIME OBSERVATION OF WORK REQUIREINC SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO 15 PRESENT IN THE AREA WHERE THE WORK 15 BEI NC PERFORMED. PER1001C INSPECTION IS THE PART- -TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR 15 BEING PERFORMED ANO AT THE COMPLETION OF THE WORK. 4. ALL WEL05 SHALL BE V15UALL Y I N5PECTEO. 5. ALL COMPLETE PENETRATION WEL05 SHALL BE TE5TE0 ULTRASONICALLY OR BY USE OF A COMPARABLE APPROVEO METHOO. 1. EXCAVATION ANO PILL: EXCAVATE TO ELEVATIONS ANO 91MEN51ON5 5HOWN, ALLOWING AMPLE SPACE FOR CONSTRUCTION, FORM5, ANO INSPECTION OF FOUNOATION5. PATCH EX15TINO ASPHALT AS REQUIRED. MATCH EXI5TIN0 PAVING THICKNE35 IN THE FIELO. THE CONTRACTOR TO PROVIOE A GUARANTEE OF PAVING WORK FOR A PER100 OF ONE -YEAR AFTER ACCEPTANCE. REPAIR ALL 0EPRE551ON5 TO CONFORM TO ORIGINAL SLOPES FOR ORAINACE AT NO COST TO OWNER. OWNER OR OWNER'S REPRESENTATIVE 15 TO PROVIOE SERVICES OF AN APPROVEO 1 NSPEC TOR TO PROVIDE GONT INUOU5 I NSPEC TION5 OURI N& THE UNDER -5LAB FILL OPERATIONS. 2. OEMOL I TION: CONTRACTOR SHALL PROVIOE ALL MATERIALS, WORKMANSHIP, SUPERVISION, AND EQUIPMENT REOUI REO TO COMPLETE THE NECESSARY OEMOL 1 TION ANO REMOVAL OF MATERIALS FROM THE SITE. REMOVE ALL OEMOLI TION MATERIALS FROM THE SITE TO 015POSAL AREAS APPROVED BY PERM1 T ACENCIE5. MAINTAIN BENCHMARKS, MONUMENTS, ANO OTHER REFERENCE POINTS. PROTECT UTIL I TIES ANO REPAIR ALL OAMAOE TO KNOWN UTILITIES AT CONTRACTOR'5 EXPENSE. 3. 317-E UTILITIES: THE ORAW1N05 INDICATE THE LOCATION OF EX13TINC SEWERS, WATER ANO CA5 LINES, TELEPHONE ANO FOks ER CONDUCTORS AN0 POLES, ANO VARIOUS OTHER OBSTRUCTIONS. LOCATIONS 5HOULP BE VERIFIED BY THE CONTRACTOR BY INQUIRIES TO THE UTILITIES. WHERE IT I5 NECESSARY TO GUT, MOTE, RELOCATE OR RECONNECT ANY EX15TINC SERVICE, THE fE CONT RAC TOR SHALL MAKE ALL NECESSARY ARRANGEMENTS ANO COMPLY WITH ALL OTHER REQUIREMENTS ANO SPECIFICATIONS OF THE RESPECTIVE UTIL1 TY OR AGENCY. STORM WATER: INCLUDE ALL WORK NECESSARY FOR INSTALLATION OF THE STORM SEM &E 5Y5T EM ANP APPURTENANCES, AS SHOWN ON THE ORAW 1 NC5. TH15 I NCLUOE5, BUT IS NOT LIMITED TO TRENCH EXCAVATION, DISPOSAL OF EXCE33 EXCAVATEP MATERIALS, FURNI5HI NC ANO INSTALLATION OF STORM 5EWER5, TRENCH BACKFILL MATERIAL ANO CLEAN UP? l , FORM WORK: FORM WORK SHALL CONFORM TO THE FINISH 5HAPE, LINES ANO OI MEN51ON5 CALLED FOR ON THE ORAKN65. FORMS SHALL PRODUCE EVEN LEVEL F1 NI5HEO SURFACE5 WITHOUT FINS OR BOARD MARKS. FORM OE51CN BY CONTRACTOR SHALL PROVIOE AOEQUATE SUPPORT FOR VIBRATION OF CONCRETE. REMOVAL OF VERTICAL FORMS NOT ALLOWEO UNTIL 24 HOURS HAVE ELAP5E0 AFTER POUR. 2. REINFORCEMENT: REI NFORCEMENT SHALL BE DEFORMED BARS CONFORMING TO A5TM A-615, GRAOE 60, FREE OF RUST, DIRT, ANO FOREIGN MATERIALS. PLACEMENT SHALL BE OONE IN AN ACCURATE MANNER 141 TH ALL BARS 5ECUREL Y HELO IN POSITION. 5PL ICE5 NOT SHOWN ON PRAWING5 SHALL BE LAPPED TO OEVELOP THE 5TRENOTH OF BARS BY BONO. 3. CONCRETE: CONCRETE SHALL BE "REAOYMIX" 0ELIVERE0 BY A COMPANY REGULARLY . ENCAGEO IN THE BU51 NE53 TO ASSUME COMPLETE RE5PON5131L I T Y FOR MIX DE51ON ANO PRODUCT PERFORMANCE. PORTLANO CEMENT SHALL BE TYPE I PER A577vl C -1501 OR TYPE 111 IF INOICATEO BY ENVIRONMENTAL CONOITION5. AOMI X TURES MAY BE I NCLUOED IN ACCOROANCE P1 TH MANUFAG T URER'5 RECOMMENOATION5 PER A5TM C -260 FOR AIR ENTRAINMENT, POZZOLAN5, ANO PROPRIETARY CHEMICALS. MINIMUM 2& DA)" COMPRE331 VE 5TRENCTH REQUIREMENTS PER A5TM TE5T CYLINOER5 SHALL BE 3,000 P51 FOR FOOTING5 ANO INTERIOR 5LAB5, WITH TESTS AS REQUIRED BY BUILOINO OFFICIAL. PROVIOE CONCRETE WITH 2& OAY COMPRE551 VE 57 -RENC-7TH OF 3,500 P51 FOR EXTERIOR FLA TNORK. SLUMP FOR VIBRATOR CONCRETE PLACED IN FOOTI NG5 ANO SUBS ON CRAOE: 4—INCH PLUS OR MI NU5 I INCH. FLOOR SLABS SHALL BE FORMEO ON A NON— YIELOINC COMPACTED BASE. INTERIOR FLOOR 5L.AB5 SHALL RECEIVE A MONOLITHIC STEEL TROLqEL FINISH, IMPERVIOUS SURFACE, FREE OF DEFECTS. EXTERIOR SLAB ANO WALK SURFACES SHALL RECEIVE A LIGHTLY BROOMEO FI N15H AFTER 7RO14ELI NO. ALL ORA I NACE PIPE ANO FI TTI NC5 USED SHALL BE EQUAL TO OR EXCEED A577vt 123033 (95000 5TRUC7VRAL AND M15C. M OR A5TM 03034, POLYVINYL CHLORIOE (PVC) MATERIAL; RUBBER CA5KETE0 ENO JOINTS. PVC PIPE SHALL NOT BE U5EP 141 TH1 N A LINE PARALLEL TO ANO 5 FEET FROM THE PROP05EO BUILDING WALL. FITTINGS ARE TO BE 5AME MATERIAL AS PIPE, MOLOEO PRE ENCINEEREO METAL BUILOINO COMPONENTS OR FORMED TO SUIT PIPE 51ZE AND ENO DE51GN, IN REQUIRED "T" BENDS, ELBOWS, ETC. ALL MATERIAL SHALL CONFORM TO 5TANDARO SPECIFICATIONS ANO ORAWINC5 OF THE THE PRE- ENCINEEREO 5TRUCTURE SHALL BE OE516NE0 TO SUPPORT ALL VERTICAL APWA, LATEST EOI TION. LOADS ANO CARRY HORIZONTAL LOA05 1MP03EO ON THE ROOF STRUCTURE TO LATERAL LOAD RE513TI NC MOMENT FRAMES. ALL PIPE ENDS ANO INTERIORS SHALL BE THOROUGHLY CLEANED OF ALL FOREION MATTER ANO SHALL BE KEPT CLEAN OURINC INSTALLATION. THE METAL BUILOINC A55EMBLIE5 SHALL BE OE5ICNEP IN ACCORDANCE WI TH THE REQUIREMENTS OF THE STATE OF 0RE00N 2010 STRUCTURAL SPECIALTY CODE, 51 TE 5AN1 TARY SEWER SYSTEM: ALL PIPE AN12 FI TTINC5 U5E0 SHALL BE EQUAL OR BA5EO ON THE 200q INTERNATIONAL BUILDING COPE. REFER TO SHEET 50.0 FOR EXCEED? A5TM 03033 OR A5TM 03034, POLYVINYL CHLORIOE (PVC) MATERIAL. ALL 5TRUCTURAL OE51ON CRITERIA. OEAO LOA03 REQUIRING SUPPORT BY ROOF SYSTEM MATERIAL SHALL CONFORM TO 5TANOAR125 SPECIFICATIONS ANO ORAWING5 OF THE SHALL INCLUDE PLUMBING ANO MISCELLANEOUS ELECTRICAL EOUIPMENT. APWA, LATE-5T EOI TION. ROOF ANON WALL SYSTEM SHALL BE THOROUGHLY 5EALEO AT ROOF EPOE5 ANO ALL SANITARY 3EPgER5 IN5TALLEP SHALL BE INSPECTED ANO TE5TEP PER THE CURRENT CORNERS. CITY 5TANOAR12 SPECIFICATION. UPON COMPLETION OF WORK OF THI5 SECTION PROMPTL Y REMOVE FROM THE WORK I NC AREA ALL DEBRIS ANO 5URPLU5 MATERIAL OF ROOF ANO WALL COVERT N05 SHALL BE MINIMUM 26 0AU0E PRE -FI N15HEO THIS SECTION. CALVANIZEO STEEL, CONPORMIN& TO A5TM A -525 FOR CALVANIZINC, 1.25 OZ. 6. PER10121C INSPECTION 15 ALLOWED FOR WELOINC OF A5TMA 706 COATING. ROOF PANELS SHALL BE ONE PIECE FROM RIOCE TO EAVE TO 45 FEET IN REINFORCING STEEL NOT GREATER THAN NO. 5 U5EO FOR EMBE19MENT5, SITE KATER SYSTEM: FURNISH ANO INSTALL THE DOMESTIC WATER MAIN INCLUDING LENOTH, ROOF PANELS LONGER THAN 45 FEET SHALL BE LAPPED ANO SEALED TO PIPING VALVES ANO CONNECTIONS AS 5H0WN ON THE DRAW 1 NC5 ANO REQUI REP FOR PROVIDED THE MATERIALS ANO QUALiFtCAr10N5 of i!ELOINC PROCEDURES ANO WATERTIGHT CONOITlONS AS RECOMMENDED BY MANUFACTURER. MLLPANELS k4ELOER3 ARE VERIFIED PRIOR TO THE START OF WORK; THAT PER1001C COMPLETE 5Y5TEM. INCLUDE ALL EXCAVATION ANO BACKFILL REQUIREO FOR SHALL BE ONE PIECE FROM FLOOR TO EAVE TO 45 FEET IN LENGTH. WALLPANEL5 INSPECTIONS ARE MAOE OF WORK IN PROORE55; ANO THAT A VISUAL INSTALLATION. LONGER THAN 45 FEET SHALL BE LAPPED AND SEALED TO WATERTIGHT CONDITIONS INSPECTION OF ALL WELDS 15 MAOE PRIOR TO COMPLETION OR PRIOR TO AS RECOMMENOED BY MANUFACTURER. SHIPMENT OF SHOP WELDED ITEMS. 01000 GENERAL WATER PIPE SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL PLUMBI N0 COPE. TRENCH EXCAVATION ANO BACKFILL SHALL BE AS 5HOWN ON THE ORAWIN65. ALL UNPERCROUNO WATER PIPING SHALL BE ENCA5E0 IN 6" OF 5ANO. CONNECT TO EXI5TIN67 PROVIDE THREE COPIES OF PRE- ENCINEEREO BUILDING STRUCTURAL CAL6ULATION5 ANO SHOP ORAPII N05 CERTI FI EO BY A PROFESSIONAL ENOI NEER RE015T EREO IN THE STATE OF OREGON. VEHICLE MAINTENANCE BUILDING WATER SYSTEM COLD- FORMED METAL STEEL 3TU03 CIVIL ANO STRUCTURAL ORAWINGS ANO SPECIFICATIONS ARE A PORTION OF THE CONTRACT 00CUMENT5 ANO ARE 1NTENPED TO BE U5EP WITH ARCHITECTURAL, PROVIDE HYDRD5TATIC PRESSURE TEST PER REQUIREMENTS OF SERVING UTtLIT' : METAL STOJOS, J015T, ANO ACCE550RIE5: ALL PRODUCTS TO BE MANUFACTUREO BY REPLACE OR REPAIR OEFEC TI VE ELEMENT5 UNTIL PIPELINE W I TH5TAN05 TEST PRESSURE MECHANICAL ANO ELECTRICAL DRAWINGS ANO SPECIFICATIONS. THE THE CURRENT MEMBERS OF THE STEEL 57i!1O MANUFACTURERS A55061AT10N. ALL CONTRACTOR 15 P R OO INA ING T R NTS FROM ANO ALLOWABLE LEAKAGE LIMI T5. AFTER PIPING 15 COMPLETELY INSTALLED AND CALVANIZEO 57U05 ANO J015T5 SHALL BE FORMEO FROM STEEL THAT RESPONSIBLE BLE FO C RO T HE EQUI REME F THESE DRAWINGS INTO THEIR SHOP ORAWIN05 ANO WORK. CONNECTED TO 015TRIBUTION SYSTEM, ANO AFTER TESTING IS COMPLETED ANO SYSTEM CORRESPONDS TO THE MINIMUM REQUIREMENT5 OF 1gg6 A.I.5.1. 5TANOAR05. ACCEPTED, COMPLETELY FLUSH WATER LINES. CLEAN AND 1215INFECT TO REQUIREMENT5 1. COOS REQUIREMENT5: OF SERVING UTILITY ANO STATE DEPARTMENT OF HEALTH. ALL STRUCTURAL MEMBERS SHALL BE OE51ONEO IN. ACCOROANCE WITH THE CONFORMS TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE (0550), BASED CONOUIT PIPE: ALL PIPE AND FITTINC5 U5E0 SHALL BE EQUAL OR EXCEED A5TM ON THE 200q INTERNATIONAL BUILOIN& CODE (10C). 03033 OR ASTM 03034, POLYVINYL CHLORIOE (PVC) MATERIAL. ALL MATERIAL SHALL CONFORM TO 5TAN12AR05 5PEC1 FICATION5 ANO ORANI NGS OF THE APWA, LATEST 2. CONTRACTOR'S RESP'ONSIBIL I TIES AND REQUIRE ? SUBMITTALS: EPl TION. CONTRACTOR SMALL PROTECT FROM DAMAGE ALL MATERIALS DELIVERED TO AND STOREO AT THE SITE. CONTRACTOR SHALL PROVIOE INSURANCE PROTECTING WORKMEN, THE PUBLIC, AND PROJECT UNTIL COMPLETION OF THE WORK. AFTER CONTRACTOR'5 REVIEW ANO 5TANPI NG, 5UBMI T SHOP ORAHI NC5 OR PRO006T DATA TO THE ENGINEER FOR REVIEW. SUBMITTALS REQUIRED INCLUDE REINFORCEMENT, CONCRETE MIX OATA, PRE ENCINEEREO METAL BUILOINC ORA KNC5. PROVIDE THE ENGINEER W1 TH COPIES OF WATER LINE AND SANITARY TEST REPORTS, ANO SPECIAL IN,5PECTION REPORTS THE CODES HAVE BEEN FOLLOWED IN PREPARATION OF THE CONTRACT 00CUMENTS, BUT IF ANY 015CREPANCIE5 HAVE OCCURRED, INFORM THE ENGINEER AT ONCE 30 THAT CORRECTIONS CAN BE MADE. AMERICAN IRON ANO STEEL INSTITUTE (AI51) "5PECIFICATION FOR THE OE510N OF COLD— FORMED STEEL STRUCTURAL MEMBER5I qq6 EOI TION. PROVIPE ALL ACCE55ORIE5 INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB 5T1 FFENER5, ANCHORS, FA5T ENI NC DEVICES, RE51 L I ENT CL I P5, ANO OTHER ACCE55ORIE5 REQUIRED FOR A COMPLETE ANL? PROPER INSTALLATION, ANO AS RECOMMENOEO BY THE MANUFACTURER FOR THE STEEL MEMBERS U5E0. FA5TENI NG OF COMPONENTS SHALL BE WITH 3ELF -0R1 LL I NG 5GREP6 OR WELPI NC. 5CREW5 OR PgEL05 SHALL BE OF SUFFICIENT 51ZE 'TO INSURE THE 5TRENGTH OF THE CONNECTION. ALL WEL05 OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZINC -RICH FAINT. ALL WEL05 OF CARBON SHEET STEEL SHALL BE TOUGHED UP WITH PAINT. WIRE TY1NC OF COMPONENTS SHALL NOT BE FERMI TTEO. filed SHEET 20"0 o 40f8 V9 N A - a FOUNDATION PLAN 5CALE.- 11411 — P—Oil 000"o 41t -O" N NOTE: 6" CURB 15LANO @ 31M. SEE 1/50.0 CONCRETE SLAB Pq1 #4 @ 241, O.C. EACH PqAY -5" CONCRETE APRON I W #4 @ 24" O.C. .EACH MY, OVER 1211 OF 31411-0 COMPACTE0 CRU5HE0 ROCK (YYP.) NOTES.- FOOTINC7 OE516N TO BE RE—EVALUATED WON BUILDIN& REACTION CALCULATION5 FROM 1,--ETAL. BUILDING PROVIDER AW,.,,HOR BOLT MANITY, 51ZE $ LOCATION BY METAL BUILDIN& PROVIDER. 2 5TEEL METAL BUILOIN6, BY OTHER5 1 112" NON-3HRINKINO 5TRUCTURAL GROUT a rj a mm&n!6 "m top, =a mm vmmi OWN mors ti 11; . . . Z-611 4L 5-011 x 5-011 -r-A F DOTING - LDE1 AIL - 115CALE: 314" = V-0" 2'-611 (4) #4 EACH PqA"r 5TEEL METAL BUILOINO, B-r OTHERS 1 112" NON - SHRINKING 5TRUCTVRAL GROUT REBAR HARIPIN 5EE DETAIL 5131.0 3 1.0 END COL" POOTIN6 DETAIL c - CALE: 5141 — 11-011 5Akq CUT Lu A& u M-W re i.• • A 4- G (f3 4\ CONTROL, JOINT DETAIL NCH PqAK 5CALE.- 51410 = 11—Olf .............. #5 BAR ............. .300 PLACE HA RIPIN IN CONTACT PV ANCHOR BOLT p-011 REBA12 HAIRPIN DETAIL 51.0 j %ALE.- 11411 = 11-011 1' —O" 411 P-411 21—Oft TRENCH DETAIL SCALE: 51411 11-0 5TEEL ORATE L 1 112X 1 112 X 3116 PV 112"0 X 4" NEL50N 5TUD5 @ 24" O.G. 19 - . V , . . I — a" v, #4 @ 2411 O.C. (2) #4 CONTINUOU5 III H - .-%I I i— rn r '-r 1 .4— 1 A r3 P-01 (2) #4 CONTINUOUS THICKEN 5LAE3 ED(9E SCALE: 31411 = 11-011 W'. Mm a m 0 U. >- 0 F- Q 4<90 > W D uL 0 U m 0 0 cc > z C13 W c0) LO (0 vo W z I I REVISIONS I data by FOUNDATION PLAN job 11-6957 drawn MAC date 11/23/11 checked A filed SHEET 5 of 8 FLOOR PLAN SCALE: I14•1 _ V-O" BOLLARD DETAIL SCALE: 314" ^ _0 It )ARP PgEl&HT PIPE 9NCTE) 2RIZONTAL (ANGHOR5 NELJED F TOP ANO BOTTOM) r, 12 AST A I rl I & Le-- -61-JTTER --- +221_0„ rik T.O. EAVE INV pl- / NORTH BUILDING ELEVATION 52.Oj 5CALE: 114" 1-01' 12 "31 50UTH BUILDING ELEVATION 52,0 GALE: 114" = P-0" INPU57 RIAL H05E REEL (TYP.) rqEsr euiLVir& ELEVATION 114 (9 CURB 15LANO STEEL FRAME BY OTHERS ri'o" CLEAR I EAST ELEVATION OPP051TE HAND 0 U. F- > CF) Z U. C90 0 0 (D •- 0 W m w 00 < 00 3: CQ 3: w Z= Ne COO LJJ U. (D z C) w Lo CL W z 11 REVISIONS I data by of Z-X-- ts) L 0 o oLL (9 CURB 15LANO STEEL FRAME BY OTHERS ri'o" CLEAR I EAST ELEVATION OPP051TE HAND 0 U. F- > CF) Z U. C90 0 0 (D •- 0 W m w 00 < 00 3: CQ 3: w Z= Ne COO LJJ U. (D z C) w Lo CL W z 11 REVISIONS I data by EX15TI1 EX15T1b rrn 5GAL.E: 114i1 = 11 -0" r- .5CAL E.- 11481 = P-081 CUTTER 6005162 -43 5T 05 @ 161, O.C. 0&7F- 125 -27 HAT CHANNEL @ 3, -O" O.C. 6 °X -70 METAL MAN DOOR 2 BUILVIN& SECTION 53.0 .15C./ALE.- 11211 ' / ! / J, FLA5H1 NC CI}TTER OOIF- 125 -27 HAT CHANNEL @ 3' - -O" O.G. 4-N\ GUTTER d FLASHING -o .7CALE.- 1 11211 _ 11_011 MLTAL 51 D I NC' A00ITIONAL &Its i @ ELEVATION = q'-6 FLA5HIN C-7 METAL ROOF 10005250 -68 1611 O.G. 20 &A SHEET METAL, 5FAN f3ETPgEEN ORI T5 "bl SLASHING DETAIL 53.0 ..J.1i tL l 11211 1 .G 11 = 1 1 - 0 J 1