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HomeMy WebLinkAboutPermit Building 2016-09-23t s 5 LANE TRANSIT DISTRICT LTD GLENWOOD SITE IMPROVEMENTS 3500 EAST 17TH AVENUE, EUGENE, OREGON 091- )f,oa No CCCU FAP C - CU TITH f DATE Z HITECTURAL SYMBOLS �p ■ 3 BUILDING ELEVATION 1 A301 BUILDING SECTION TYP 1 DETAIL CALLOUT A511 TYP 1 DETAIL SECTION A511 VERTICAL ELEVATION XX XX X WALLASSEMBLIES 05 5000-A SPECIFICATION KEYNOTE ® KEYNOTE ATTENTION: Oregon law requires you to follow rules adopted by the Oregon Utility Notification Center. Those rules are set forth In OAR 952-001-0010 through OAR 952-001- 0090. You may obtain copies of the rules by calling the center. (Note: the telephone number for the Oregon Utility Notification Center is 1-800-332-2344). `"dg Ae US J4. N,4 E mios� VICINI ly;l �l l -14w vto,a.,r- PROJECT TEAM OWNER LANE TRANSIT DISTRICT 3500 EAST 17TH AVENUE EUGENE, OR 97403 PHONE: (541) 682-6184 FAX: (541) 682-6111 CONTACT: ALLIE CAMP ARCHITECT PIVOT ARCHITECTURE PC 44 WEST BROADWAY, SUITE 300 EUGENE, OR 97401 PHONE: (541) 342-7291 FAX: (541) 342-1535 CONTACT: KARI TURNER SURVEYOR BHE GROUP 940 WILLAMETTE STREET, SUITE 310 EUGENE, OR 97201 PHONE: (541) 686-8478 CONTACT: JAMEY MONTOYA ELECTRICAL ENGINEER SYSTEMS WEST ENGINEERS 411 HIGH STREET EUGENE, OR 97401 PHONE: (541) 342-7210 CONTACT: JOSE GUERRERO y C c V 4 H H w `a 8 o :E �1P U SHEET INDs.x GENERAL TITLE TITLE SHEET A001 SITE PLAN S1 TOPOGRAPHICAL SURVEY - FOR REFERENCE ONLY S2 TOPOGRAPHICAL SURVEY - FOR REFERENCE ONLY DEMOLITION D101 DEMO SITE PLAN - WEST FLEET ENTRY D102 DEMO SITE PLAN - ADMIN PARKING TO FLEET STORAGE DRIVE D103 DEMO SITE PLAN - TEMPORARY TRAILER ARCHITECTURAL A101 ENLARGED SITE PLAN - WEST FLEET ENTRY Al 02 ENLARGED SITE PLAN - ADMIN PARKING TO FLEET STORAGE DRIVE A103 ENLARGED SITE PLAN - TEMPORARY TRAILER A104 SITE DETAILS A105 SITE DETAILS Al 06 SITE DETAILS ELECTRICAL E001 LEGEND, SITE PLAN E101 WEST FLEET ENTRY - DEMO E102 WEST FLEET ENTRY, TEMPORARY TRAILER - ELECTRICAL E103 DETAILS ARCHITECTURAL ABBREVIATIONS Wqk @ AT AS ANCHOR BOLT AC ASPHALTIC CONCRETE ALUM ALUMINUM BLDG BUILDING BO BOTTOM OF CB CATCH BASIN CFCI CONTRACTOR FURNISHED/CONTRACNK Ii\tiSTALLED CL CENTER LINE CLR CLEAR CONC CONCRETE CONT CONTINUOUS DEMO DEMOLITION/DEMOLISH DBL DOUBLE DIA DIAMETER gs DTL DETAIL �d DWG DRAWING EA EACH 4p E4p KARL G IT R-NER EL, ELEV ELEVATION ELEC ELECTRICAL EQ EQUAL ® EW EACH WAY EUGENE, OREGON EXT EXTERIOR ��4 4552 ®� FO FACE OF FTG GA GAUUGEG OF 0 GL GRID LINE HGT HEIGHT U) HORIZ HORIZONTAL. '�—U E; z INT INTERIOR THIS PERMIT SHALL EXPIRE IF THE WORK W JT JOINT AUTHORIZED UNDER THIS PERMIT IS NOT W LOC LOCATION 0 MAX MAXIMUM CC[14iVIENCED OR 1S ABANDONED FOR W MFR MANUFACTUR SO DAY PERIDD. a_ MIN MINIMUM MISC MISCELLANEOUS W MTL METAL U) NTS NOT TO SCALE 0 OC ON CENTER O No OD OUTSIDE DIMENSION s � OFCI OWNER FURNISHED CONTRACTOR INSTALLED Z OFOI OWNER FURNISHED OWNER INSTALLED OPP OPPOSITE R RADIUS c 3 0 ROW RIGHT OF WAY SD STORM DRAIN o SECT SECTION r SHT SHEET /eSIM SIMILARSPECS SPECIFICATIONS SOFT, SF SQUAREFOOT S STL STAINLESS STEELPIT � STD STANDARD STL STEEL STRUC STRUCTURAL w T&B TOP & BOTTOM a TO TOP O RED, TEMPORAfFdb VI,IV IE® C r ' z F YYlt �, r w TOC TOP OF CONCRETE TYP TYPICAL ^ s,-r'o UNO UNLESS NOTED O6qE#RW1SE` VFY VERIFY W/ WITH TITLE M - � T XISTING .z ANDSCAPE,,, 4 SITE PLAN 1 1" = 80'-0" EXISTIN IB t t Rt t t t t I I I t Itfififififi EXISTING BUS PARKING ADMIN PARKING AND FLEET — STORAGE CONNECTION w AREA OF WORK I I I I EXISTING LANDSCAPE I I ISTING BIKE PARKING I L � 11 c� - .....fir EXISTING PARKING Ij s r I w 4 swu F TEXISTING LANDSCAPE` --? - 4 ", EXISTING TREE,TYP 01,TC 'Rl G. TTr SERA � cm EUGENE, OREGON 4552 OF 00 T U1111 EXISTING PARKING EXISTING PARKING O O EXISTING PARKING i >L III 4 EXISTING LANDSCAPE C7 - EAST 17TH AVENUE 4 SITE PLAN 1 1" = 80'-0" EXISTIN IB t t Rt t t t t I I I t Itfififififi EXISTING BUS PARKING ADMIN PARKING AND FLEET — STORAGE CONNECTION w AREA OF WORK I I I I EXISTING LANDSCAPE I I ISTING BIKE PARKING I L � 11 c� - .....fir EXISTING PARKING Ij s r I w 4 swu F TEXISTING LANDSCAPE` --? - 4 ", EXISTING TREE,TYP 01,TC 'Rl G. TTr SERA � cm EUGENE, OREGON 4552 OF 00 T U1111 MATCHI LEGEND - RECOEV=43139 GALE s0GEL LPNGSCPPE LANOSCAM SURVEY NEiAGGTA. TOPOGRAPHIC SURVEY MR PIVOT ARCHITECTURE OF THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY LYING IN SW 1/4 SECTION 34, TOWNSHIP 17 S, RANGE 3 W, W.M. CITY OF EUGENE, LANE COUNTY, OREGON JULVSs.zmG HATCH GENCIES BUILDING GROUND RR 0 �.. wn RIM 1 FIEMATCNS SXGWN ON THIS SURVEY ME ADDED ORE CF PREVIOUS MLZHISFA6 x- AICA fLEV <35 At WASH EMBLEM° �y °r®W FIkL SUILGING ° a S WATER ANSIGASV0.VE m ID NEL$iONAG��- SHOW HUBBARD CONTROL DN AN ANSWER DAVM, NEVATKENG ARE FOR BEHAENCE ONLY. A➢ONALCF LINEAR UNI: INIEIWN GEODETIC CARD. NORTXAMEHICANDANMCFl GED GERREPORD IU Pmmx�. nuu[VGxoFAGAOUND ---------------- R£H [LLV BLOWOWV4IVEB IAAINIENANCEMER ® IRRIGATDN VALVE . < BGINING 1s MOxrt99NGV✓F<45IFFRORD " VAULT W/z °ro 13N 5 WSEEAL ,.. UNGERAGADIMDFU STORAGE CNIFERCUDTRifrS�PO LABELO) DESIGN ENE EURNEW SURVEY NEiAGGTA. TOPOGRAPHIC SURVEY MR PIVOT ARCHITECTURE OF THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY LYING IN SW 1/4 SECTION 34, TOWNSHIP 17 S, RANGE 3 W, W.M. CITY OF EUGENE, LANE COUNTY, OREGON JULVSs.zmG HATCH GENCIES BUILDING GROUND RR 0 hIEPHCNENGEA wn RIM 1 FIEMATCNS SXGWN ON THIS SURVEY ME ADDED ORE CF PREVIOUS MLZHISFA6 x- AICA fLEV <35 At � � .:.• m � {. ' i '' ® u:dry S WATER ANSIGASV0.VE m ID NEL$iONAG��- SHOW HUBBARD CONTROL DN AN ANSWER DAVM, NEVATKENG ARE FOR BEHAENCE ONLY. A➢ONALCF LINEAR UNI: INIEIWN GEODETIC CARD. NORTXAMEHICANDANMCFl GED GERREPORD IU Pmmx�. nuu[VGxoFAGAOUND ---------------- HATCH DMCTMAGPHALTPPVHOENT ® IRRIGATDN VALVE . < GAS MEIEA 1s MOxrt99NGV✓F<45IFFRORD L }E FIVELES:434'.., 5 CNIFERCUDTRifrS�PO LABELO) DESIGN ENE EURNEW HATCH DENEMA CONCRETE , SEE RESONANT ® M/AG FDUIFMEM EMI —�.1- 411 % m FSI .i } •'Y �: EAE DEPARTMENT CONNECTION ou ARM xEA SIGN BRCACTFAP TREE" CE AS VARLET) 3. ELEMENTAL DATWA IS TOE OREGON COORDINATE REFERENCE SYSTEM GC .SEE ( ITST - I — METADATA OMT swv NPNDEC F CHIC DRIVEN .15. R HATCH DENOTES SPICK PAVERS ® STREET CATCH BASIN • BOLLARD . . eulLOlxcavfRxexG CFNIRPLMFAICIPN: llTC'OPw CUPS ORCURBBGUTTEi ® �®i FlAG P01£ t Fw.-ieF FPISENONPING: C.000m FALSE M. SCOL... IVAGLI CIWNLIN%TRICE ® STORMGPAM MPXNDLE O S1EEI.PCLE za0onv SHOWN HEREON THAT COULD AFFECT DESIGN, CAMRALMERCWJSCAM iWW15 IXAC9 — —,d— — —IW— — 9 0 CLEANOUT MUV= FI 5. MERTES SHOWN ARE MOM ABOVE SPEND VISIBLE APPLUMMANC IS ONLY, WITH UND/G'CA�PE TOEMORWGRACEBREMLINE ® VCMRH 0 HAG POLE MGH6IXNRE THE EXCEPTION OF ELECTRIC LINED& 1RPFRC LOOP CENTERS SHPMi GN SHER z. ALLDISTANLESANCTIONGEFOUNNBEAMM NIREi®NARE6RIO VALUES EASED ON IXF PflOCEECING PROJECTION CE1W110N. 1 —[ UNDERGROUND EIFCIRICALUNE ------------- HENRY POLE O GATE%EWM BO% -- APRIVATE DECADE SERVICE WP5USE FD T0IDENTIFY THREE ONES. ��.' —D—H— UNDERGROUND FIRM GPM ONE m /"'� r �.. d —L=am -m -1_'--'n L ..1.-1 --r- r r r-- t. r .r r. -- SURVEY NEiAGGTA. TOPOGRAPHIC SURVEY MR PIVOT ARCHITECTURE OF THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY LYING IN SW 1/4 SECTION 34, TOWNSHIP 17 S, RANGE 3 W, W.M. CITY OF EUGENE, LANE COUNTY, OREGON JULVSs.zmG SCALE 1"=30' HATCH GENCIES BUILDING GROUND RR WARAVALVE 0 hIEPHCNENGEA ® UNNNOWNVAULT 1 FIEMATCNS SXGWN ON THIS SURVEY ME ADDED ORE CF PREVIOUS MLZHISFA6 HATCH VENOMS BURNING OVERHEAD ® WATER ANSIGASV0.VE SHOW HUBBARD CONTROL DN AN ANSWER DAVM, NEVATKENG ARE FOR BEHAENCE ONLY. A➢ONALCF LINEAR UNI: INIEIWN GEODETIC CARD. NORTXAMEHICANDANMCFl GED GERREPORD IU "= HATCH DMCTMAGPHALTPPVHOENT ® IRRIGATDN VALVE AN GAS MEIEA P FHIS SURVEY COPS CONE FOR PLANNING MURDER ONLY AND IS NOT INDEED MR RACEM; OREGON COORDINATE AMEAENCE 5`5791 CNIFERCUDTRifrS�PO LABELO) DESIGN ENE EURNEW HATCH DENEMA CONCRETE , SEE RESONANT ® M/AG FDUIFMEM PROJENON: TRANSVERSE MERCA70R 0 HATCH O@ICRS NWNAREAS .•. EAE DEPARTMENT CONNECTION .� SIGN BRCACTFAP TREE" CE AS VARLET) 3. ELEMENTAL DATWA IS TOE OREGON COORDINATE REFERENCE SYSTEM GC .SEE ( ITST METADATA OMT NPNDEC F CHIC DRIVEN .15. R HATCH DENOTES SPICK PAVERS ® STREET CATCH BASIN • BOLLARD 4 NO BOUNDARY SDRVTY WAS COMPLETED AG A PARTOFTXIS ARTERY PND NG ERIE CFNIRPLMFAICIPN: llTC'OPw CUPS ORCURBBGUTTEi ® AREA DRAIN (SNIPRE) < FlAG P01£ REPORT WAG REDUCED ADDS OWNER. THERE MAY BE TREATMENT$ OF RECORD NOT FPISENONPING: C.000m FALSE M. SCOL... CIWNLIN%TRICE ® STORMGPAM MPXNDLE O S1EEI.PCLE SHOWN HEREON THAT COULD AFFECT DESIGN, CAMRALMERCWJSCAM iWW15 IXAC9 — —,d— — —IW— — FOR CF GA. GRACE IS. ENE 0 CLEANOUT ® MAILB@ 5. MERTES SHOWN ARE MOM ABOVE SPEND VISIBLE APPLUMMANC IS ONLY, WITH — —to— — I— TOEMORWGRACEBREMLINE ® SANIARYSEWER MANHOLE 0 HAG POLE MGH6IXNRE THE EXCEPTION OF ELECTRIC LINED& 1RPFRC LOOP CENTERS SHPMi GN SHER z. ALLDISTANLESANCTIONGEFOUNNBEAMM NIREi®NARE6RIO VALUES EASED ON IXF PflOCEECING PROJECTION CE1W110N. 1 —[ UNDERGROUND EIFCIRICALUNE -t HENRY POLE O GATE%EWM BO% APRIVATE DECADE SERVICE WP5USE FD T0IDENTIFY THREE ONES. —D—H— UNDERGROUND FIRM GPM ONE GItt ANCHOR O` MEL TARN WH IE 6 THISSURVEYWAS EDGED AND CADMIUM ON JULY 39, 2016 NINLWOS ALL DR FIRE TITS LASES 0FSERVING IS GEODEM NORTH, NOTE THAT THE GRID BEARINGS SHOWN -------------------- PAVEMENT PART WE LIGHT ® VKTAW AREAS MOM HERON itEEi BY COORDINATES CO NOT EDUPLGE00ETC BFPAIN65 D0 HEREON SER TOMNINUS CONVERGENCE, PAVEMENT PRIM STRIPE OR MPAWNG C'r0 MHUMLE UGM PoLEWITI PAM ® PROPANE TANK DATEDDECEEYCNLYCDMAINFD1HE MAIN1£NANCEARGNiD WAS DAZED DECEMBER 2SIR 5. NROD WAS 'I — MIAMI AMI LOOP DEMER IN MEETING LASER A,ED Q MONROAINGWfLL BE MOSTRICTRANSWRMER 0 FROM "NO. SCALE 1"=30' .ff urm(JscA�PE�� MATCHLME '' �' g- � ®. - � � 1--- ' - MATCHLINE 1 eLE, i t7 I u. � ". �rnre ~. xwvu wamu ra ,,T,, '1. F -ter i r'k#1 n.oa; _ o ® urvos------------------µµr T — urvosLAPF ® — y ^�1�—TTT�T t f�l1�TTTTI TTTT'+1 J i _. v P�, ' - i .d i +rte—rk-, -. t�NON ° ,LANDSCAPE 'Ch a E o z �. a ®k o NEr i 1 + $` — —mi Se Ax f -F m, .-;P tNv g yd ya - - - - LANDSCAPE LANDSCAPE >� r 6 [- ` r GALE PAST _ 1 d d L Is L _ 1- 41 l Je 'NI StAMAY 50 + I. P I 'ANtlfV-dAoo.. 9 A �`T T.T"r �! ...•' �,T T� r>r:r •. Wn9tu ayvT — � LANp6LAPE sm � °NLK, wN�fAPF _ IAWN lto& NWN YOF LAXGSGAPE PALK$ AM[uv.°ds@ V Yo W tvpEC fY0 W: m e —� LANIASSAPE wNGSCAPE — GATE wNG6CAPF ® _ -. GRADING 1 MIR �T` j p'RL52 MEDAL — GPA➢NG I twd — :WIG6cAPE ° NiO, 'j PIANIEA � :: wWN BNIGN 'j L2W p i IANOSCAPE _ "(D °• o m ANp LAPD TOPOGRAPHIC SURVEY ¢ wW LHIUFF �' wrvosGPE MR wlu6scAPE. > GPIZ .1id PIVOT ARCHITECTURE 71 OF °.O FLEc1RIc vENmIE AIME - wnii ® �_RKsi THE LANE TRANSIT DISTRICT MAINTENANCE FACILITY GRASS. .1M.fUGPGLE - 1 _ RI y1 LYNN IN SW 1/4 SECTION 34, TOWNSHIP 17 S, RANGE 3 W, W.M. wwN uLVN RAOIS IANWGAPE - Rncxs uvm I \ CITY OF EUGENE, LANE COUNTY, OREGON LANcscALx uwN wWN T J IM IDV *'i JULY2912016 ° 16O IELEIAEINY' ANTENNA wN0.NGAPE _ jj 11-D s,wn --� � _ wrvnsLAPE rNwO °AMI Nev .uMN_ GAR KEmAp . siAM --smM -- - `wrv6scAPE a. sox wTEmLTOR Ax.azv - SCALE 1 "=30' 0 1X -._ IAWN UWN LAWN LAWN - wWN -. IAWN ..... •: ,�LAlEM0i0P 6AlE 6AlE • ® ':_- wNGRGAPE IANWCAPE -NNG66APE IANOSCAPE LSLAIE ow YYEf to o[v 1PNF e t A o[c taoWEo xo[c Li061GN Erol IAIA6CAPE}, u'I. -ANDSLAPE ' nm' E°ox .: � •.• • .. •� � .. ®.. P CSICEWAN{. ® � .. - : RI9LICSIDEW,LLK .. •� GME KfVPFO'. Lm EMPANLF '' _..__..."..a. .. ..:. N. SIGN ° ,LANDSCAPE 'Ch a E o z �. a ®k o ® LANDSCAPE LANDSCAPE` + $` — —mi Se Ax f -F m, .-;P tNv g yd ya LANDSCAPE LANDSCAPE >� — 1 BERM GRADING DETAIL SwL,: T•=2,,, NISCELLNNEOUS NOTES: 1. FEDER TO SHEET I EOR LEGEND, MIEGHlANEMS NMES. AND METAGATA. 2. MNGR SWRNM PANELS SHIMS REI ARE AS MEASURED IN THE TIELO. PANELS VARY IN SVT AND 9900W4D EXPANSION JOIMS VARY IN WI ON. 0 1 i 17 10 TYP I L�v f1 I I t -N TYP 5�-� i ; I I LI I o II II II ° iso 2 5�TYP j — ✓ (D I coEc --- rote GI II II 10 II I s� 47 II 6— DEMO SITE PLAN - WEST FLEET ENTRY 1/16" = V-0" f EL — DATA nvvm L --_—J ADMIN BUILDING GENERAL NOTES - DEMOLITION A. REMOVE AND CLEAN SLURRY IMMEDIATEL" FOLLOWING CONCRETE CUTTING B. PROVIDE EROSION CONTROL MEASURES PER CITY OF SPRINGFIELD REQUIREMENTS #44 DAPI C. PUT ;-NE& (� EUGENE, OREGON �s 4552 OF 010 KEYNOTE LEGEND 2 (E) UNDERGROUND LOOP DETECTOR TO REMAIN 3 (E) UNDERGROUND LOOP DETECTOR -ABANDON IN PLACE 5 (E) PLASTIC BOLLARD TO BE REMOVED 6 (E) CHAINLINK FENCE TO REMAIN 7 REMOVE (E) CHAINLINK FENCE, FENCE POSTS AND FOOTINGS 8 (E) CONCRETE PAD, ELEC VAULT AND ELEC TRANSFORMER TO REMAIN 9 (E) WATER VALVE TO REMAIN 10 (E) LIGHT POLE TO REMAIN 17 REMOVE EXISTING ELEC GATE BOX AND CONCRETE PAD 27 REMOVE (E) PAVEMENT STRIPING 33 REMOVE FULL CONCRETE PAVING PANELS FOR CONDUIT & GATE HOUSE FOUNDATION INSTALLATION 35 REMOVE (E) CONCRETE GATEPOST & BOLLARD & ASSOCIATED ELECTRICAL ELEMENTS. SEE ELECTRICAL DRAWINGS FOR RELOCATION OF CONDUITS 40 (E) SIGN POST TO BE REMOVED 46 (E) PAVEMENT STRIPE TO REMAIN 47 CONDUIT TRENCH - REPAIR LANDSCAPE TO MATCH EXISTING CONDITION m T w w U W 6 D101 V V 1 DEMO SITE PLAN - ADMIN PARKING TO FLEET STORAGE DRIVE 1/16" = V-0" • KEYNOTE LEGEND 6 (E) CHAINLINK FENCE TO REMAIN rum REMOVE (E) CHAINLINK FENCE, FENCE POSTS AND m z FOOTINGS w 18 APPROXIMATE EXTENT OF RE -GRADING IMPACT 0 3 - REMOVE EXISTING TREE p 39 REMOVE (E) CURB & GUTTER AND SIDEWALK a 43 REMOVE (E) CURB & GUTTER 48 EVENLY DISTRIBUTE SOIL REMOVED FOR NEW V V 1 DEMO SITE PLAN - ADMIN PARKING TO FLEET STORAGE DRIVE 1/16" = V-0" • KEYNOTE LEGEND 6 (E) CHAINLINK FENCE TO REMAIN 7 REMOVE (E) CHAINLINK FENCE, FENCE POSTS AND z FOOTINGS w 18 APPROXIMATE EXTENT OF RE -GRADING IMPACT 2 Lu 25 REMOVE EXISTING TREE p 39 REMOVE (E) CURB & GUTTER AND SIDEWALK a 43 REMOVE (E) CURB & GUTTER 48 EVENLY DISTRIBUTE SOIL REMOVED FOR NEW w ACCESS DRIVE IN THIS AREA U) v ❑ �O O z w w Q J N W ❑ Z O � J r-' flrl D102 d m EXISTING PARKING SPACE STRIPING TO REMAIN, TYP 27 � EXISTING STRIPING TO REMAIN t,9:TING:STRIPING TO REMAIN f1 _-___ - - GENERAL NOTES - DEMOLITION A. REMOVE AND CLEAN SLURRY IMMEDIATELY FOLLOWING CONCRETE CUTTING; B. PROVIDE EROSION CONTROL MEASURES PER CITY OF SPRINGFIELD REQUIREMENTS D KKPI G. TB,, -QEF (1 FUGET�F, OREGON �i 4552 OF 00 KEYNOTE LEGEND 10 (E) LIGHT POLE TO REMAIN 27 REMOVE (E) PAVEMENT STRIPING ENLARGED DEMO SITE PLAN — TEMPORARY 0 = w TRAILER a 1116" = V-0" D103 101 1 - � TYP —III A105 � ca 6'-6" 6 rl — 16 I I 29 IL ESTIMATED L.I PROPERTY LINE • FAE -3T10" PGAOH USEUS I 34 1 !6' 41 6"� 49 r -�27 �42 REPAIR/REPLACE CONCRETE SIDEWALKS NEW PAVEMENT u� STRIPING WITH 4" CONCRETE OVER 4" 3/4"-0 1 !6' 41 6"� 49 ENLARGED SITE PLAN - WEST FLEET ENTRY 1/16" = V-0" ME I o iNE GENERAL NOTES - SITE PLAN r 6 ENLARGED SITE PLAN - WEST FLEET ENTRY 1/16" = V-0" ME I o iNE GENERAL NOTES - SITE PLAN _ A. REPAIR/REPLACE CONCRETE SIDEWALKS WITH 4" CONCRETE OVER 4" 3/4"-0 CRUSHED ROCK B. REPAIR/REPLACE ANY CONCRETElC D A, k - PAVEMENT REMOVED BY PROJECT WITH 'Y 10" PCC PAVING - 4000 PSI OVER 6" 3/4" - C tf CRUSHED ROCK OVER GEOTEXTILE 04 C. REFER TO ELECTRICAL FOR ALL SITE ,p y_kRl G. TT,'T';Ep. D. POWER AND LOW VOLTAGE WORK. REPAIR & REPLACE IRRIGATION LINES IF�(� IMPACTED BY EXCAVATION E. PROVIDE EROSION CONTROL MEASURES EUGENE, OREGON PER CITY OF SPRINGFIELD �� 4SS2 REQUIREMENTS w NEW PAVEMENT STRIPING OF 00 - BLEND STRIPING TO MATCH EXISTING ID oCs ,ffo« 1 -114 ELEC & DATA ROOM ADMIN BUILDING V V 0 KEYNOTE LEGEND 2 (E) UNDERGROUND LOOP DETECTOR TO REMAIN 3 (E) UNDERGROUND LOOP DETECTOR -ABANDON IN PLACE 6 (E) CHAINLINK FENCE TO REMAIN 10 (E) LIGHT POLE TO REMAIN 11 STEEL BOLLARD - SEE 1/A106 12 NEW 8'-0" HIGH VERTICAL PIVOT GATE (TILT -A -WAY MODEL HYBD-B), WITH CHAINLINK FENCE 16 8'-0 HIGH CHAINLINK FENCE, MATCH EXISTING STYLE AND BLACK VINYL FINISH 29 PIVOT GATE OPERATOR - SEE A105 FOR FOUNDATION 32 NEW GATE DETECTION LOOP - SEE ELECTRICAL. SAWCUT APPROX. 5'-0" FROM GATE 34 NEW CONCRETE PAVEMENT DOWELED TO (E) WITH 1-1/4" DIAM. X 18" SMOOTH DOWEL @ 12" O.C. LUBRICATE EXPOSED END AND EPDXY SET INTO (E). PROVIDE SILICONE SEALANT & BACKER ROD AT JOINT 41 CONDUIT TRENCH 42 NEW PAVEMENT SYMBOL - YELLOW ARROW 49 GATE OPERATOR ACCESS CLEARANCE 0 w w i i LU F co U 0 'O o Z Z Nw F (� N W z 0 3 � O n Y o A101 8 3 GENERAL NOTES - SITE PLAN EXISTING FLEET STORAGE A. REPAIR/REPLACE CONCRETE SIDEWALKS 14' - 0" WITH 4" CONCRETE OVER 4" 3/4"-0 I.22 CRUSHED ROCK 37 44 44 B. REPAIR/REPLACE ANY CONCRETE _ - PAVEMENT REMOVED BY PROJECT WI _._ 10" PCC PAVING - 4000 PSI OVER 6":3/4" - I CRUSHED ROCK OVER GEOTEXTILE - - - - — _ C. REFER TO ELECTRICAL FOR ALL SITE A POWER AND LOW VOLTAGE WORK. 4Q KARI G. T7j-S,TF_P, _ 38 D. REPAIR & REPLACE IRRIGATION LINES IF _ , w $ ` IMPACTED BY EXCAVATION em E. PROVIDE EROSION CONTROL MEASURES 3P OF — 1$ ~i ' 2 TYP °r 1$ PER CITY OF SPRINGFIELD EUGENE, OREGON r [ Al _ REQUIREMENTS 4552 — — — r 37 �� OF olo. _ — r — U 0 r _ 1 6 20 19 - _ _ - REGRADE ROAD CUT AT APPROX. 1:1 SLOPE - ' _ <BOTH SIDES OF ROAD TO MATCH EXISTING BERM SLOPE. TOP COAT WITH BARK 20 i — — - _ � Z KEYNOTE LEGEND w row � O 6 (E) CHAINLINK FENCE TO REMAINIL II 16 8'-0 HIGH CHAINLINK FENCE, MATCH W EXISTING STYLE AND BLACK VINYL FINISH H 18 APPROXIMATE EXTENT OF RE -GRADING r p U IMPACT O w 19 8'-0" HIGH PAIRED MANUAL SWINGING � ® I GATES WITH PADLOCK- MATCH EXISTING � w EXISTING PARKING m CHAINLINK FENCE STYLE AND BLACK VINYL z w f FINISH N w o - _ 20 NEW GATE MOUNTING POST WITH c g FOUNDATION, LOCATE PER GATE MANUFACTURER o m O N Y 22 6" CONCRETE PAVEMENT OVER 6" 3/4"-0 o CRUSHED ROCK OVER GEOTEXTILE - #4 BARS @ 24" O.C. EACH WAY. DOWEL TO (E) CONCRETE ON FLEET SIDE W/ 1" SMOOTH w _ DOWEL, 18" LONG @ 4'-0" O.C. w 28 6" CONCRETE CURB AND GUTTER - SEE CITY OF SPRINGFIELD STANDARD DRAWING I G 3-5 FOR STANDARD CURB & GUTTER DETAIL w a 36 2 4" SLEEVES @ 36" BELOW FINISH GRADE < 37 (E) IRRIGATION VAULT - APPROXIMATE Z LOCATION FOR REFERENCE ONLY ENLARGED SITE PLAN - ADMIN PARKING TO FLEET STORAGE 0 38 CONCRETE CONTROL JOINT @10'-0" o +/-SPACING, TYP K y 1 DRIVE 44 CURB RAMP - SIM TO CITY OF SPRINGFIELD a STANDARD 3-26 1/16" = 1'-0" A102 10, I WATER CONNECTION TO TEMP TRAILER EXISTING LIGHT POLE TO REMAIN STAIR — LANDING RAMP - LENGTH AS NEEDEDTOALLOW '.. 1:12 MAX SLOPE - APROX 30' PROPOSED STRIPING HVAC & TRAILER TONGUE (6) NEW PARKING SPACES WITH T CONCRETE WHEELSHOPS, TYP EXISTING STRIPING EXISTING STRIPING EXISTING LIGHT POLE TO REMAIN GENERAL NOTES - SITE PLAN A. REPAIR/REPLACE CONCRETE SIDEWALKS g WITH 4" CONCRETE OVER 4" 3/4"-0 CRUSHED ROCK B. REPAIR/REPLACE ANY CONCRETE kqKA 1?I G. T' 2-''aER PAVEMENT REMOVED BY PROJECT WITH � 10" PCC PAVING - 4000 PSI OVER 6" 3/4" - 0 CRUSHED ROCK OVER GEOTEXTILE c C. REFER TO ELECTRICAL FOR ALL SITE EUGENE, OkEEE 'ON POWER AND LOW VOLTAGE WORK. 4552 D. REPAIR & REPLACE IRRIGATION LINES IF �� ®�s� IMPACTED BY EXCAVATION E. PROVIDE EROSION CONTROL MEASURES PER CITY OF SPRINGFIELD REQUIREMENTS M s a a L v z w O w� 'o a 1 ENLARGED SITE PLAN — TEMPORARY TRAILER a N 1/16" = l' -O" ■ A103 K ml NEW 8'-0" HIGH VERTICAL PIVOT GATE (TILT -A -WAY MODEL HYBD-B), WITH CHAINLINK FENCE STEEL BOLLARD - SEE 1/A106 IIII 30'-0" 14'-4 8'-0" HIGH CHAINLINK FENCE, MATCH EXISTING STYLE AND BLACK VINYL FINISH 12'-0" 1'-1 NEW PAVEMENT STRIPING O-- STEEL BOLLARD- SEE 1/A106 -O 0 - O STEEL BOLLARD- SEE OLLARD-SEE 1/A106 20 PRE -FAB GATE HOUSE NEW 8'-0" HIGH VERTICAL — 2 PIVOT GATE (TILT -A -WAY MODEL HYBD-B), WITH Lj A104 0 CHAINLINK • FENCE 0 3 (V STEEL BOLLARD -SEE 1/A106 1'-10 J'-5' 10'-0" 6'-0" 30'- 0" ENLARGED PLAN AT PREFABRICATED GATEHOUSE 1 3/16" = 1'-0" LEVEL SLAB @ GATEHOUSE 7/8" DIAM THREADED ROD SET IN HILTI HIT -RE 50OSD EPDXY W/ 8" EMB. TYP EACH CORNER (4 LOCATIONS) (E) CONCRETE PAVING PANEL 1-1/4" DIAM X 18" SMOOTH DOWEL @ 12" O.C. - J - LUBRICATE EXPOSED END AND EPDXY SET INTO (E) - PROVIDE SILICONE SEALANT & BACKER ROD @ JOINT 41/ CONCRETE P 2 GATEHOUSE 3/8" = 1'-0" STEEL BOLLARD - SEE 1/A106 1 - 10" STEEL BOLLARD WITH CARD READER, INTERCOM AND KEYPAD - SEE ELECTRICAL � KARI G. T?r ,T � �� EUGENE, OREGON 4552 . OF SITE INSTALLED OFCI BRICK UP TO APPROX. 3'-2" ABOVE GRADE, TYP. PROVIDE 1"AIRSPACE AND TWO-PIECE GALVANIZED BRICK VENEER ANCHORS SIMILAR TO HOHMANN & BARNARD HB -213. PLACE ANCHORS @ 16" O.C. EACH WAY. PLACE ADDITIONAL ANCHORS AT ENDS OF PANELS SO MAXIMUM SPACING OF ANCHORS IS 8" O.C. a CONTROL JOINT - ALIGN - - - - WITH (E) CONCRETE JOINTS IN #4 @ 1z^ o.c. r&B 4 1/2" MIN AVING AT PREFABRICATED — NEW CONCRETE PAVING (E) CONCRETE PAVING PANEL TOP OF PAVEMENT 1-1/4" DIAM X 18" SMOOTH DOWEL @ 12" O.C. - LUBRICATE EXPOSED END AND EPDXY SET INTO (E) - PROVIDE SILICONE SEALANT & BACKER ROD @ JOINT J: w a A104 PREFABRICATED GATEHOUSE 1-1/4" DIAM X 18" SMOOTH DOWEL @ 12" O.C. - J - LUBRICATE EXPOSED END AND EPDXY SET INTO (E) - PROVIDE SILICONE SEALANT & BACKER ROD @ JOINT 41/ CONCRETE P 2 GATEHOUSE 3/8" = 1'-0" STEEL BOLLARD - SEE 1/A106 1 - 10" STEEL BOLLARD WITH CARD READER, INTERCOM AND KEYPAD - SEE ELECTRICAL � KARI G. T?r ,T � �� EUGENE, OREGON 4552 . OF SITE INSTALLED OFCI BRICK UP TO APPROX. 3'-2" ABOVE GRADE, TYP. PROVIDE 1"AIRSPACE AND TWO-PIECE GALVANIZED BRICK VENEER ANCHORS SIMILAR TO HOHMANN & BARNARD HB -213. PLACE ANCHORS @ 16" O.C. EACH WAY. PLACE ADDITIONAL ANCHORS AT ENDS OF PANELS SO MAXIMUM SPACING OF ANCHORS IS 8" O.C. a CONTROL JOINT - ALIGN - - - - WITH (E) CONCRETE JOINTS IN #4 @ 1z^ o.c. r&B 4 1/2" MIN AVING AT PREFABRICATED — NEW CONCRETE PAVING (E) CONCRETE PAVING PANEL TOP OF PAVEMENT 1-1/4" DIAM X 18" SMOOTH DOWEL @ 12" O.C. - LUBRICATE EXPOSED END AND EPDXY SET INTO (E) - PROVIDE SILICONE SEALANT & BACKER ROD @ JOINT J: w a A104 0 [H_V=9/-1olP7.Ilork I i 23'- 7" - FIELD VERIFY N.0 L N �0741 imi VERIFY IN FIELD L CONCRETE FOOTING L— 6" EXTENSION BELOW GATE EXISTING 10" EXISTING SIDEWALK PIVOT GATE FOR STANCHION CONCRETE PAVEMENT 1 SECTION AT PIVOT GATE 1/4" = 1'-0" ^ ^ 4" - 8" - COORD. W/ GATE OPERATOR REQUIREMENTS PIVOT GATE —1 I # Z O_ am U Z Q U) 0 N GATE STANCHION CONCRETE FOOTING FOR STANCHION - ALIGN TOP WITH TOP OF OPERATOR PEDESTAL (E) CONCRTE SIDEWALK TOP OF PAVEMENT — CORE DRILL THROUGH (E) PAVEMENT FOR PLACEMENT OF STANCHION FOOTING 3 GATE STANCHION FOOTING 1/2" = 1'-0" PIVOT GATE OPERATOR CONCRETE OPERATOR PEDESTAL #4 REBAR AT 6" EA. WAY GATE FABRIC - CHAIN LINK WITH BLACK VINYL COATING TO MATCH (E) FENCE PIVOT GATE OPERATOR �\ NOTE: CONTRACTOR TO PROVIDE GATE AND OPERATOR SHOP nRAWINGS AND CALCULATIONS SUFFICIENT FOR SUBMITTAL TO THE CITY OF SPRINGFIELD FOR PLAN REVIEW AND APPROVAL TOP OF PAVEMENT*/ EUGENE, OREGON � 4552 OF 00, OPERATOR PEDESTAL CHAINLINK FENCE POST cc 8111 : ^I r; i I< 4' 0" 1' 6" }/ CHAINLINK FENCE TOP OF PAVEMENT FENCE POST FOUNDATION PER FENCE INSTALLER - INTEGRATE INTO CONCRETE OPERATOR PEDESTAL AT LOCATION OF FENCE POST CROSS SECTION AT PIVOT GATE OPERATOR 7 PEDESTAL L 1/2° = 1'-0" w I— co U ❑ O o z w Z Nw Q J ry W ❑ z o < � m � N Y 0 A105 CHAIN LINK FENCE 4'-0"DEEP X 3'=0" DIAM POST FOOTING - TOP LEVEL WITH TOP OF CURB / •\ / 6" DIAM GATEPOST / 1 1 (8) #4 1 1 #3 TIES @ 8" O.C. ALTERNATE � 1I O �\ D N 1 CURB & GUTTER \ \ • C7 m q o• / / ♦` O Z - CHAIN LINK SWING GATE EACH LEAFAPPROXIMATELY - - - 6'-6" WIDE X 8'-0" HIGH - " - - - VERIFY IN FIELD FILL BOLLARD WITH CONCRETE AND DOME TOP SURFACE 6" SCH. 40 PIPE, GALVANIZED, PAINTED SAFETY YELLOW �a 7 f I i M I ) CONCRETE ROAD SURFACE N '111 U--- 14" DIAM. CONCRETE FOUNDATION m 2 GATE POST PLAN DETAIL 1 BOLLARD DETAIL 3/4" = 1'-0" 1/2" = 1'-0" n� KA£I 01. TTT- ;TFC?, t? EUGENE, OREGON 4552 ®,F 0��� n u 7 A106 ELECTRICAL LEGEND LOW -VOLTAGE ELECTRICAL CONDUCTORS & CABLES NEW CONCEALED RACEWAY AND WIRE. NUMBER OF SLASHES INDICATES NUMBER OF CONDUCTORS IF MORE THAN TWO. SIZE OTHER THAN #12 AS NOTED. (APPLIES TO ALL WIRING SYMBOLS) — — — — — — — UNDERGROUND OR UNDERFLOOR RACEWAY ELECTRICAL CABINETS & ENCLOSURES TERMINAL CABINET ELECTRICAL EQUIPMENT AS INDICATED ON DRAWINGS GENERAL NOTES: 1. NEW WIRING SHALL BE COPPER, 98 PERCENT CONDUCTIVITY, 600V 6. PROVIDE SCHEDULE 40 PVC CONDUIT WITH RIGID ELBOWS FOR ALL INSULATION, STRANDED TYPE THWN OR XHHW. UNDERGROUND CONDUIT RUNS, PROVIDE GRC WITH WATER TiGI i7 CONNECTORS FOR CONDUITS. CONDUIT STUB UPS SHALL BE RIGID 2. COUPLINGS AND CONDUIT CONNECTORS SHALL HAVE PRE- STEEL. INSULATED BUSHINGS IN PLACE BEFORE PULLING. 3. COPPER CONDUCTORS SHALL BE TERMINATED IN ANY APPROVED COMPRESSION OR MECHANICAL CONNECTOR, 4. SLACK SHALL BE LEFT AT EQUIPMENT PULLBOXES, TO ALLOW FOR NEAT TERMINATION. 5. INSTALL GROUNDING BUSHINGS, STUDS AND JUMPERS AT PULLBOXES AND JUNCTION BOXES. GROUND ALL METALLIC CONDUIT SYSTEMS. BOND GROUNDING WIRE TO ECAH PULLBOX, JUNCTION BOX AND OTHER ENCLOSURES. PROVIDE LUG IN EACH BOX AND ENCLOSURE OR GROUND WIRE TERMINATION, 1 tLtC; � 1/64" = 1' 0" 7. FASTEN CONDUIT USING GALVANIZED STRAPS, LAY IN ADJUSTABLE HANGERS, CLEVIS HANGERS OR BOLTED SPLIT STAMPED GALVANIZED HANGERS. DO NO FASTEN CONDUIT WITH WIRE OR PERFORATED PIPE STRAPS. - 8. SEAL CONDUIT PENETRATIONS THROUGH FIRE -RATED WALLS \"PTY UL LISTED FOAMED SILICONE COMPOUND. NON -FIRE RATED ,._ WALLS USE SILICONE RTV FOAM MEMBRANE PERMITTED. ��No 9 NAT SWITCHBOARD WITH CHARGER U R. LABEL SHALABEL EACH CIRCUIT LL EAKER E ENGRA ED THREE LAYER LAMINATED PRS 0� wG� PLASTIC WITH WHITE LETTERS AND BLACK BACKGROUND. LABEL EACH CHARGER WITH SAME ID LABEL MATERIAL. SECURE LABEL ON CHARGER USING SCREWS. PROVIDE 1/4" LETTER HEIGHT. r -O SSR C Ll El 0 __ _E REFERENCE NOTES: 1O PROVIDE (2) 4" CONDUIT SLEEVES ACROSS DRIVEWAY. INSTALL SLEEVES AT 36" BELOW TO TOP OF CONDUIT. NORTH x o � 3 d E E d H z � N �0 U ❑ In Q 0 W U z W z W ¢ p C7af Z i D a 0 5 J 0 0 Y w U -Ui E-001 U REFERENCE NOTES: O DISCONNECT EXISTING CONTROL STATION CIRCUIT, POWER CIRCUIT. BOTH CIRCUITS TO BE EXTENDED TO NEW CONTROLLER STATION. 1 ELECTRICAL DEMO SITE PLAN - WEST FLEET ENTRY 1/16" = 1'-0" REMOVE SAFETY LOOP AND ACCESS CONT -.OL CIRCUITS. REMOVE EXISTING ACCESS CONTROL READER. DISCONNECT EXISTING INTERCOMM STATION. INTERCOMM CIRCUIT TO BE EXTENDED TO NEV`/ GATE - HOUSE. REMOVE EXISTING LIGHT FIXTURE. SAFETY LOOP TO BE DISCONNECTED AT E IS7NG volONTROLLER LOCATION. ALL WIRING AND CONDUIT�{�` O� ABOVE GROUND SHALL BE REMOVED. RR ii''-- EXISTING LIGHT POLE TO REMAIN. N61 f .1 ® o-�g H Z � W L) U p U 0(n O y W 0 U Z w z W � 44C7 Z Z a 0 5 J g O W F U O NORTH oZ a o E-101 J --------------------------------- i i i i i i REFERENCE NOTES: 0 PROVIDE NEW UNDERGROUND PULLBOX AND EXTEND POWER CIRCUIT TO NEW CONTROLLER STATION. ' EXTEND MANUAL CONTROL STATION TO NEW CONTROLLER STATION AND TO GATEHOUSE. - O EXISTING BOX WITH POWER AND MANUAL CONTROL CIRCUITS. EXYEND CIRCUIT TO NEW CONTROLLER. O PROVIDE NEW FEEDER TO GATE -HOUSE (SINGLE POINT CONNECTION) PROVIDE (3) #4 CU, (1) #8 OND IN'T u O PROVIDE 2" CONDUIT WITH FOUR CAT -6 CABLESErivM � EXISTING TELECOM ROOM TO NEW OUTLETS IN 3r E- �s►�1,T" HOUSE. CONNECT NEW GATE -HOUSE FEEDER TO EXISTING P PANEL 2SDB. PROVIDE NEW 50 AMP TWO POLE BREAKER IN PANEL. © PROVIDE NEW CONDUIT AND WIRING FOR SAFETY LOOP. SEE E-103 FOR CONNECTION REQUIREMENTS. SEE ARCH. FOR EXACT LOCATION OF NEW SAFETY --------------- --- -----1 "rTm, LOOP. F O NEW INTERCOM STATION. INTERCEPT INTERCOM STATION SHOWN ON DEMO PLAN AND ROUTE TO NEW SATION. ® NEW FEEDER FOR TEMPORARY TRAILER. CONNECT TO EXISTING PANEL 2SDA. PROVIDE (3) #2 CU, 1 #6 i II I I� i i i 11 i I ______________- �I' p 4 Ir �J (E) TELECOM ROOM (E) ELECTRICAL ROOM OS I WEST FLEET ENTRY AREA, TEMPORARY TRAILER e z w h U ❑ Q O OF- z pz 0 0 �w D z w w Q J Z W w cU J 0 z 'o NORTH a E-102 GND IN 1 1/4" CONDUIT. PROVIDE NEW 100 AMP, 2 - POLE CIRCUIT BREAKER AT PANEL. PROVIDE (1) 2" CONDUIT INTO DATA ROOM. PROVIDE III (20) CAT -6 CABLES AND CONNECT TO DATA OUTLETS IN TRAILER. - I PROVIDE RIGID CONDUIT AND MOUNT ABOVE GROUND. 11 MANUAL CONTROLLER CIRCUIT. EXTEND TO GATE- HOUSE AND CONNECT TO NEW MANUAL CONTROL STATION. i II I I� i i i 11 i I ______________- �I' p 4 Ir �J (E) TELECOM ROOM (E) ELECTRICAL ROOM OS I WEST FLEET ENTRY AREA, TEMPORARY TRAILER e z w h U ❑ Q O OF- z pz 0 0 �w D z w w Q J Z W w cU J 0 z 'o NORTH a E-102 C CONTROLLE1 SEE E-102 1 �SAFL I Y LUUF' J v GATE OPERATOR DIAGRAM NOT TO SCALE REFERENCE NOTES: CONNECTTO EXISTING CONTROL O INSTALLATION SHALL COMPLY WITH APPLICABLE REQUIREMENTS OF UL 35 AND MANUFACTURER'S STATION INSTRUCTIONS. DIAGRAM SHOWS REQUIREMENTS CIRCUIT FOR EACH OPERATOR. ;ESS JTROL TION O NEW CONTROL STATION AT GATE -HOUSE, O3 FOR EXISTING PAVEMENT SAW CUT 1/8" X 1 3/4" D SLOT AND INSTALL 3 LOOP WIRE LAYERS AS REQUIRED BY MANUFACTURER. FILL LOOP CUTS WITH BACKER ROD AND APPROVED SEALENT. p4 PROVIDE SIX TURNS PER FOOT MINIMUM. M z w � F U U) C)0 F K O � W C5 F w ui 0 z W ❑ a O a J 0 � N r O ❑ Y U W_ U 2 E-103