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HomeMy WebLinkAboutPlan, Tentative APPLICANT 5/5/2005SITE PLAN NOTES 3 -PORT FIRE HYDRANT —O— (D LEASE LINE - LIMIT OF YVCORK PEDESTRIAN ENTRY LONG TERM BICYCLE PARKING - ELECTRICAL LINE Standards: Springfield POINT TO BUILDING LOCKING DEVICE ® WALL OVER}{ LEASED AREA NOT IN SCOPE OF MANHOLE ............. DEMO LINE WORK PROPOSED AG PAYING SHORT -TERM BICYCLE PARKING 3 FENCE 4 LANDSCAPING TO PROPOSED SI 5NALKS 4 FRONT YARD BUILDING SETBACK CATCH BASIN ISOLATE MOOKIES PARKING CONCRETE SLABS FROM BRANCH ACCE=SS EXISTING IMPROVEMENTS PARKING ORIVEWAY 4 OUTDOOR .� () CURB GUT PERVIOUS PAYING STORAGE SETBACK 0 RELOCATED (E) CURB GUT SIMINALK ACCESS RAMP C ONLY Planner tee.... LAYOUT POINT PROPOSED ROOF OVERHANG ♦ ,.. • .e 0 OUTLINE C H.G. 51CPNAC-E ACCESS A5ILE 4 PAVEMENT MUGS PER P.U.E. � ] O.O.O.T. STANDARDS 8 (E} TREE TO BE REMOVED 2' -0" RAMP WIDTH WARNING- STRIP WV 0.09" (P X 0.2" HIGH q 5'x5 CONCRETE GUT 4 REMOULD RAISED TRUNCATED DOMES FOR STREET TREES 2.35" O.G. TO MATCH CITY OF ` U SPRINGFIELD STANDARD 10 VISION TRIANGLE DRAWING 3-30 - PLACE IN to > > HANDICAP ACCESSIBLE RAW 1:12 w BICYCLE C tO99WALK CONTROL SLOPE MAX 12 WATER VLAVE 31 MAfGH SPRINGFIELD SIDE )SIALK' i3 CA)RB GUT TO BE ABANDONED A4GES5 RAMP TO COMPLY WITH SPRINGFIELD STANDARD 1q. E () SINGAL LIGHT POLE . DI NG 3 - 23 SIGNAL BOX MODIFY (E) GUIDE ARE TO 15 CLEAR SIDEWALK 16 POLE SIGN BY OWNER MATCH SPRINGFIELD SIDE WALK ACCE55 RAMP TO COMPLY WITH 11 WATER METER SPRINGFIELD STANDARD DRAWING 3 - 25 18 (w PoyeR POLE W/ (E) LIGHT BUS STOP LOCATED ON 50VTH 1q SIGN BY omER DIRECTING TO SIDE OF THIS INTERSEGTIC�IN ATM 4 DRIVE UP BUS STOP LOCATED 0 MID LIGHT POLE BLOCK YIEST OF MARKET 21 4'-b" X 9'-4" SLAB ENCLOSED BY BUS STOP LOCATED 0 MID GHAINLINK FENCE W/ 100% BLOCK NORTH OF CENTENNIAL OPA2JE SLATS SCREENING 6-0" HIGH BUS STOP 4 5HELTF 2 LOCATED Q NORTH END OF THIS CITY BLOCK DIRECTIONAL 516NAGE BY OWNER MONUMENT 516NAGE BY OWNER - SEE ELEVATIONS FOR SiGNAGE ON BUILDING PARKING MATRIX SPACE SQUARE VEHICLE BCYCLE VEHICLE BICYCLE PARKER STREET SITE PLAN LEGEND ' 3 -PORT FIRE HYDRANT —O— PROPOSED FENCE ING IN=<..�, 1 1A� ION PEDESTRIAN ENTRY _ ELECTRICAL LINE Standards: Springfield POINT TO BUILDING 65% OVER}{ Q MANHOLE ............. DEMO LINE zoning: PROPOSED AG PAYING 55- (E) SANITARY SEPNIER 18,010 Major Retail Commerclal (MRC) C.atagories/Uses: PROPOSED SI 5NALKS 4 ® CATCH BASIN 15,020 (3)(1) Banks, Credit Unions 4 Savings and Loans CONCRETE SLABS DEVELOPMENT ISSUES MEETING A Development EXISTING IMPROVEMENTS C H.G. PARKING ACCESS Issues Meeting was Held at the City of Springfield on January 21, PERVIOUS PAYING .� STOP 516N - RIGHT TURN 2045 Gity Log# Zon 1, Major Parties Present Included: Sarah Summers ONLY 25' LIGHT POLE W/ LIGHT LEVEL. CUTOFFS SHOWN (INTERIOR CUTOFF= 2FC) (PREMETER CUTOFF= 1FG} / Q / 1 / / i A R C H I T E C T S 304 WAITE ST.. EUGENE, OR 97404 ph:(541) 688 5594•k:(541) 688 0530 www. erichaI larch itects. com ERIC HALL `1fr/3 IEE�: �i EUGENE, OREGON 0 F 0%A '> . 0 0 m 0 CODE REVIEN A55UMPTIONS EMERGENCY CONTACT Owners Representative: Bob Harris (wk) (541) 343 -6238 BUILDING INFORMATION ACTUAL BUILDING AREA ggi{ee Occupy Type: STbtal Area r Group B 4,132 Building Type: 'yae,V -B ALLOWABLE BUILDING AREA (1) Storu Group F3 q,000 SQUARE FOOTAGE covERA&F- PERCENT P eovm;l :U 00VOk ►.&E PERCENT REQUIRED ING IN=<..�, 1 1A� ION 5,066 of 20% �v Standards: Springfield 11,203 of 65% Development Gode as amended through July 6, 2004 4,132 sf 1596 zoning: 26,400 of 18,010 Major Retail Commerclal (MRC) C.atagories/Uses: 15,020 (3)(1) Banks, Credit Unions 4 Savings and Loans DEVELOPMENT ISSUES MEETING A Development "' C o" Issues Meeting was Held at the City of Springfield on January 21, .� 2045 Gity Log# Zon 1, Major Parties Present Included: Sarah Summers Ce Planner tee.... 460 Gilbert Gordon Deputy Fire Marshall ♦ ,.. • .e 0 C r � ] W ci � C. U LOW SITE C )V ERAGE RATIOS -LJL to > > W w AREA VESCAWMON SQUARE FOOTAGE covERA&F- PERCENT P eovm;l :U 00VOk ►.&E PERCENT REQUIRED LANDSCAPING 5,066 of 20% �v PAVING / WALKS 11,203 of 65% PROPOSED BUILDING 4,132 sf 1596 TOTAL SITE 26,400 of c''p --a o 4NIe V m �v � Us 0 RELISH ►' TE: MAR/02/0 DRAWN: ca ca m im FIRST FLOOR PLAN j00000 ARCHIT.EC';S 304 WAVE ST.. EUGENE, OR 97404 ph:(541) 688 5594•fx:(541) 6880530 www. erichaIIarchitects. c o m ARC ERIC HALL EUGENE, OREGON' OF 0 :, Pub E« ,i tt �t Y,- k. r ty !° S lily �6 DATE: RENAEW PUBLISH ► ;, DRAWN: ►. 77 7- L) Cie 0 cu C C 7 b boo s♦ • 0 .• 12 t to 0 0\ V� NOON DOCUMENT TYPE- SITE PUBLISH ► ;, DRAWN: ►. 77 7- 22' -8" qv RIDGE V4000 KNEE ' BRAoGING BUILDING '� SIGNAGE T.O.W. my RIDGE MEGHANIGAL UNITS ENTRY AL CANOPY T.O.W. 0--a- T.O.S.' CONCRETE .J STONE 1/ENEER - 2' W! PILASTER BASE WALL BASE FINISH TRIM D.S. MECHANICAL UNIT a ENTRY CANOPY N ORTH EXTERIOR ELEVATION GONC*tm PILASTER BASE SOUTH EXTERIOR ELEVATION .,L 22' -8" Y T.O.S. jk RIDGE Imp, • • I. 1/8" = 1' -0" WALL BASE WALL BASE kNE!BT EXTERIOR ELEVATION V,f momm DOCUMENT TYPE: SITE REVIEW 1/a° = 1' -0" PUBLISH DATE: MAR102 /05 DRAWN: MB /RN /SC I L03 '� FIRE HYDRANT GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) i inch = 24 it. WOOD POLE *96124 ST ST Sr Sr Sr ST Sr ST Sr _ z ST ST ST Sr Sr ST Sr ST ST ST ST ST Sr Si ST Sr ST -- .'_"MH ° C° _ __ _. - - 2 STORM SEWS 77 7 EXISTl7�iG o S T T CB B TO REMAIN r r .� EXISTING DRIVEWAY _ _ TO BE REMOVED CROSSWALK CONTROL t' ' � _ OS'SV�A ON BUS STOP` l sT <P; _ r W 1 T~ `lit r' 111/ �__ w W W. w— W w j d t ANTE f t 7 ? ` +r � ° I ( r Lw,r•a .ri►rr.ir •.r • rr— rr...r..rs..r_.a.. rr .�,I .w b•M�i•rr...riir y.y w•r �•Ya, ' } O � <•,w. . -_, !f wr • 4rr.Yw•r ♦Yr.nr.rrarrrrr+wr••.r a•Y .•r r•.••••r err .• a� t �7 j r j `# e: RAXMP ITa DECK ' `C s _ I 4 5 , REMAIN 1 ? n EXISTINGT REMAINai EXIS�'ING AC U PPAf1 b , l TO BE RE'MO D r " IR01 f�{1tit,.' r # >! ,�,, . .._.----- ----CB C f WITH FORDINESS/ 1 # AC RK NG FAS85EN'DER PLASTIC LOT TO REMAIF �' i . CAPs ELEV: 459.53' 1 , 2 n + I t o r Iz r • , 1 tXIStfNG .GR'ASSYI }' / rn ' GRAVEL SURFACE 44 TO BE REMOVED ! A�, /. EXISTING BUILD {NG # � i 9 � � f 44 z G TO REMAIN O t 1 / 7 l� # , I # } f ! , PROPOSED DRIVEWAY 1\ 1 1 I t� J 2 0IT 0 O - • • ♦ • • • • • • ♦ i • r • • • • r • • • s • • Al �ryyt r # - t1f"�Y`°, /"iLJ �Tl a • t•i, ,,•.• a •• • • • f • • • • • • • i • i ♦ f f ". /; d` 0r + i • • a • a _` y `-` — C?H S WW o, N io 1 ,' t , • Nr♦••• sf••.• i•rsar'v••••.{i,f•rw•••i #••.•a a..i..y ..."" -.'^ , -,.,r- ,'.< ,. . !. ' ". - (( J -*' T••if•••••f.•i.i•• ♦•••,.,,s ♦f•••••.aiis5•f ••. •.• •i•f•s•••'•i• W WW , MH ° B" ti r r t 1 % f r • • • • • i i • • • • • • • • A f • f • w • .» • MH A r © # , f e ., { 0 PUE 3 01 PROPOSE ✓ +4 / e DRIVEWAY >\ / _ 8G: „� ' 126.9' # - i. # 41 z 1'� 4 � XISiii 6 AC' MrA e a StJ ' TO 8E REMOVED ., J(. 1 I ,f 1 2! r as z � I 1 , E'XISI -ING -.AC . SUREA C : ° # TO SE REMOVED GRAVEL SURF:ACIE z r TO BE REI OVER - , .I ,y - • . l 1 4 l 14 z Q z Q _=:=__jl TRANSFORMER POLE *93008 t r" j EXISTING l i = _ -Q�r✓ top o. » RAMP TO REMAIN I N� it l t _ 21 or T*_ Low , s 1 L0 / ! 4 IN 2 CB • A° __ EXISTING SIDEWAL I , N TO REMAIN 'D- RIVEWA Y 12" FD LEAD AND TACK FmA;R<rmR SIMErmor f EXISTING UTILITY INVERTS: MH"A" GAS (NW NA TURAL) CB "A" SAN MH ELECTRICITY (SUB) CA TCH BASIN RIM= 459.00 TELEPHONE (OWEST) RIM= 458.65 12" IE E (IN)= 450.54 8" IE (OUT)= 456.90 12" IE W (OUT)= 450.80 WASTEWATER MH"8" (541) 726 -3615 CB "B" SAN MH (541) 726 -2240 CATCH BASIN RIM= 457.98 (541) 726 -2293 RIM= 45Z 42 12" IE E (IN)= 449.78 10" IE NW = 455.64 12" IE W (OUT)= 449.88 MH "C" W C8 "C" STORM MH RIM= 458.67 RIM = 459.13 .. TOP WATER= 456.96 24" IE S (OUT) = 454.51 TOP 10" DRAIN PIPE= 457.02 10" IE W (IN) = 454.48 iii .tr DEPTH: 4.6 "�✓✓ MH "D" V ,� � l f ! STORM MH RIM = 459.03 V 24" IE N (IN) = 454.15 EXISTING CONDITIONS /DEMOLITION scare r - zo' i 0 HIGHWAY 126 I; OL"v c M STREET U �Q PROJECT SITE CENTENNIAL BL VD. CENTS IAL BLVC. PARKER STREET WLLAMALANE PARK LEGEND EXISPING PY1PROVEMENTS PROPERTY LINES ® CATCH BASIN • • - • • • • • - PUBLIC UTILITY EASEMENT C,} MANHOLE EDGE ASPHAL T FENCE Q TELEPHONE MANHOLE ---= w WA TER -�- POWER POLD OVERHEAD POWER STREET LIGHT GAS t GUY WIRE WW SANITARY SEWER S T STORM SEWER POWER PDLE FOG LINE -�° SIGN STORM WATER FLOW D4 WATER VALVE - <E - -- STORM WATER FLOW DIRECTION rw WATER METER conlTOURs 4(;Il- FIRE HYDRANT NON- UNIFORM IMPERVIOUS SURFACE Q GAS METER a ° •; CONCRETE SURFACE pGq GAS VAL YE i FOUND LEAD d TACK DECIDUOUS TREE SIGNAL LJGNT POST FIR TREE ® SIGNAL CONTROLS ENCLOSURE BUS STOP CONCRETE CURB BUILDING BENCH MARK PROPOSED IMPROVEMENTS --- -- - --- PROPERTY LINE SAWCUT ASHAL T OR CONCRETE SURFACE SURFACE TO BE REMOVED CONSTRUCTION NOTES 0 SAWCUT EXISTING AC OR CONCRETE SURFACE. 0 REMOVE EXISTING CONCRETE SURFACE. 0 EXIS?'I "'-' oU`.' WIP , TO x317 REL OCA TE BY SUB. G REMOVE EXISTING VELETA TION. REMOVE EXISTING CONCRETE CURB. SAWCUT AT EXISTING SIDEWALK QEXISTING DRIVEWAY TO REMAIN. NOT USED FOR SITE INGRESSIEGRESS. 0 EXISTING DRIVEWAY AREA UTILIZED AS LANDSCAPE AREA 'PER PROPOSED PLAN. O PROPOSED LOCA TION. Q EXISTING SURFACE CONSISTS OF A MIXTURE OF GRASS, SOIL, AND BROKEN ASPHALT CHUNKS. 1O REMOVE EXISTING CONCRETE SLAB. ASSESSMENT INFOR11iATlON SUMMARY 1) THIS PROPERTY IS OUTSIDE OF THE 100 -YEAR FLOOD PLAIN. 2) TIME OF TRAVEL (PER WELLHEAD PROTECTION MAP)l PROPERTY OCCURS BETWEEM THE 2 -YEAR AND 5 -YEAR TIME OF TRAVEL ZONES (4- YEAR * /- INTERPOLATED). CLOSEST EXISTING WELL OCCURS NEAR THE INTERSECTION OF 16TH d Q STREETS. 3) SOIL T YPEt COBURG -URBAN LAND COMPLEX ( T YPE 32 PER SCS MANUAL). 4) HIGH WA TER TABLE: 1.5' TO 2.5' FROM NOVEMBER THROUGH • MA Y. looMilts 1 1 11141*i _jju fri If 9 SURVEY PROVIDED BY: FORD & ASSOCIATES .LAND SURVEYORS ARCHITECTS .M WAffE ST, • EUGENE, OR 577402 ph:(541) 6188 5594• &:(541) 688 0530 vvww. crichaIIarchI tccts,• com Dr wfnp on this page were not prepared ty ERIC Hal• AI RCIHIT'ECT The above aeeunsee ro repave: My for God* compliance, t. Oath eWflittj, Or performonce Of eyetemes represented here. ilk 1� o Z Q y `yam# ©��'.-'� GAS (NW NA TURAL) DAVE THOMPSON (541) 342 -3661 ELECTRICITY (SUB) ED HEAD (541) 744 -3707 TELEPHONE (OWEST) BILL FOX (541) 482 -8507 WATER (SUB) BART McKEE (541) 726 -2396 WASTEWATER RON SA THER (541) 726 -3615 STORMWATER RON SATHER (541) 726 -2240 FIRE GILBERT CORDON (541) 726 -2293 SURVEY PROVIDED BY: FORD & ASSOCIATES .LAND SURVEYORS ARCHITECTS .M WAffE ST, • EUGENE, OR 577402 ph:(541) 6188 5594• &:(541) 688 0530 vvww. crichaIIarchI tccts,• com Dr wfnp on this page were not prepared ty ERIC Hal• AI RCIHIT'ECT The above aeeunsee ro repave: My for God* compliance, t. Oath eWflittj, Or performonce Of eyetemes represented here. ilk 1� o Z Q y `yam# ©��'.-'� in 0 0 m CCCJMENT TYPE: SCHEMATIC DESIGN IUBLISH DATE: MAY 02 05 DRAWN.- 0 a C 0 o � e � o o o a°o 0Z a a • W '"' `� • ea .. �• � �"�- C.) r-t � f rGM f '}�•��{/ iii .tr V "�✓✓ � V ,� � l f ! i1 W Q V in 0 0 m CCCJMENT TYPE: SCHEMATIC DESIGN IUBLISH DATE: MAY 02 05 DRAWN.- a C 0 • ti *` f ♦z ..0 i1 0 IL .. Ila• • in 0 0 m CCCJMENT TYPE: SCHEMATIC DESIGN IUBLISH DATE: MAY 02 05 DRAWN.- UTILITY NO TES CENTENNIAL BLVD, 1. t,,vivi rNmtivrN or7mL_L_ ivv i rcrNrvr%ivi "vrNr\ CROSSWALK CONTROL GE ND WITHOUT INSPECTIONS WHERE INSPECTIONS ARE EXISTING IMPROVEMENTS REQUIRED. PROPERTY LINES Q CATCH BASIN 2. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC PUBLIC UTILITY EASEMENT CONTROL DEVICES NECESSARY TO PROTECT AND V--- LANDSCAPE LANDSCAPE @ MANHOLE SAFEGUARD THE PUBLIC AND WORKERS AGAINST W-W--W W W ....... EDGE ASPHALT @ TELEPHONE MANHOLE INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND FENCE POWER FOLD DEVICES SHALL BE IN PLACE PRIOR TO BEGINNING w- WA TER WORK. ALL TRAFFIC CONTROL SHALL CONFORM TO _7 4.. 4 .7 4 OH STREET LIGHT THE MANUAL ON UNIFORM TRAFFIC CONTROL A. 14 -4 OVERHEAD POWER A 4 ' 41 . . 1 A'- ..A % 'A A • DEVICES FOR STREET AND HIGHWAYS (MUTCD). 'd GAS GUY WIRE CURRENT EDITION. AND SUPPLEMENTED AND 4. *4 Of w AMENDED BY THE OREGON SUPPLEMENTS. w- SANITARY SEWER POWER POLE FLAGGING SHALL BE PERFORMED AS SHOWN IN THE ST STORM SEWER OREGON STATE HIGHWAY DIVISION HANDBOOK, A 4 maw SIGN ' FOG L#VE SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES*. CURRENT EDITION. THE LANDSCAPE STORM WATER FLOW DO< WATER VALVE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 1 2 STORM WATER FL 0 W DIRECTION REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS A. 46 9 Fw_l WATER METER ST ST-ST-ST-ST-ST-ST ------ sT WARRANT. CONTOURS BF v.'' lei < FIRE HYDRANT NON-UNIFORM IMPERVIOUS SURFACE 3. THE LOCATION OF EXISTING UNDERGROUND • GAS METER UTILITIES ARE SHOWN IN AN APPROXIMATE WAY z I AV 4.v .4 CONCRETE SURFACE ONL Y & HAVE NOT BEEN INDEPENDENTLY VERIFIED G 7 GAS VALVE BY THE OWNER OR ITS REPRESENTATIVE. THE 'o CONTRACTOR SHALL DETERMINE THE EXACT 9 FOUND LEAD d TACK LOCATION OF ALL EXISTING UTILITIES BEFORE • DECIDUOUS TREE COMMENCING WORK, AND AGREES TO BE FULLY SIGNAL LIGHT POST "T17 RESPONSIBLE FOR ANY & ALL DAMAGES WHICH 06 SIGNAL CONTROLS ENCLOSURE MIGHT BE OCCASIONED BY THE CONTRACTOR'S FIR TREE FAILURE TO EXACTLY LOCATE AND PRESERVE ANY I i' Bus STOP AND ALL UNDERGROUND UTILITIES. THE A CONTRACTOR SHALL CONTACT UNDERGROUND CONCRETE CURB SERVICE ALERT (USA) AT (800) 227-2600 TO % . INDICATE EXISTING UTILITIES AT LEAST 48 HOURS BUILDING PRIOR TO BEGINNING WORK. THE CONTRACTOR / :'a. SHALL TAKE PRECAUTIONARY MEASURES TO A BENCH MARK PROTECT THESE UTILITIES. THE CONTRACTOR B UILDING A/ SHALL DO NO EXCAVATION UNTIL ALL UTILITY ` f q AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN THE OPPORTUNITY TO MARK LANDSCAPE THEIR FACILITIES IN THE FIELD. PROPOSED IMPROVEMENTS W- WA TER -E- ELETRICAL >-CLEANOUT 4. AT THE START OF CONSTRUCTION. THE CONTRACTOR SHALL VERIFY THE LOCATION, ww WASTEWATER -JUT- JOWT UTILITY TRENCH CONTAhVN61 ELEVATION d MATERIAL TYPE FOR ALL EXISTING GAS CABLE UNDERGROUND UTILITIES ON SITE, ACROSS THE SITE A. -ST- STORM SEWER ELECTRIC TELEPHONE d AT THE INDICATED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS DIFFER FROM THAT SHOWN ON THE PLAN, THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC IMMEDIATELY. THE A .4 A CONTRACTOR SHALL VERIFY THAT THE NEW UTILITY 4. SERVICE WILL MEET THE INDICATED PIPE SLOPES. 8 A*. .6 5. SITE PLUMBING SHALL CONFORM TO THE UNIFORM PLUMBING CODE AND MANUFACTURER'S 4 A CB a Ce C SURFA EXISTING 24* STORM SEWER 6. ADJUST EXIVING MANHOLE RIMS, CLEANOUT 4'v CE7 ACCESS LIDS O*-GAXCHPAARjNGR^467 WITtik --A 0 I I . - 1% . I . I A 'k 4v I IMPROVED SURFACELWPEW RWPlq/6H Ahb - CLEANOUT 4/ ---------------------------------- o CA %NL3jlNV, 454.90 5 A�L ----------- TCH 4 4_ A. GRAPHIC SCALE A CA TC 5 kC3j BASIN A 4.1.1 • %moor BASIN C3 10 0 5 10 20 H # BN 0/_/ WV: 450.30 1+/- 7 /Ol w ST 4 ....... ... ST ....... .. ST - --1 -"-ST----sTST 10 6 ................. """' - -' 017__' 0 10 ............ .................. JUT. 4_� JUT -JUT$.-.. ST IT'07177F-. ••"`ST--­ST 454.40 ...... :4 IN FEET 0 - \.---IN.V:- 4-54.80 1 inch 10 ft. WVW-,4 .\iw* 1w _ww Vow ww ww ww INV: 454.50 0 A.' J6' W_ vvW WW----- WW- ww-- WW_ ww'_ WW_ Ww_WW- WW- WW- WW- WW -w WW____ WW 4: A ................ ............ ........ .............. ...... CONSTRIbUCTION NOTES ............. ........... 7 -A 4 '4 • ,':� MH A* CONSTRUCT WATER SERVICE LINE. SCHEDULE 40 PVC OR APPROVED IN s 450.301- 0 14, ..A EQUAL. VERIFY SERVICE DIAMETER REQUIREMENTS WITH MECHANICAL I.- - ZAC SURFA ♦ ENGINEER. PLANTER ,4 • 6 PLANTER 4 .4 PROVIDE DOUBLE-CHECK BACKFLOW PREVENTER. INSTALL WITHIN 1 4 STORM FILTER OVA INSULATED ENCLOSURE LOCATE DOWNSTREAM FROM WATER 16 41 INV: 455.20 • . �3 CATCH BASIN WV- 455.55' 3 ZAC SURFAC METER. NOT SHOWN. 6 ST ST- CONSTRUCT PVC STORM DRAIN PER SIZE SHOWN. ASTM D 3034, 4 ST_sT_v_v_ ST ST-ST sf A, 4.. r SDR 35 OR APPROVED EQUAL. 4 1001 A, W. de -v A .4 .. ' ­ . .. / . tv . 4 - or- 4 04 4. -A .4. O'd • . ' * - - 4 PROVIDE 6' PVC END CAP. A A A A A -A ... 8 (D CONNECT STORM DRAIN LINE TO RAW DRAIN. PROVIDE REQUIRED .4, FITTINGS. IPT LLJ 'WA 4 CA TC/­ ST ST 6* ST-ST Q CONSTRUCT 4' PVC SANITARY SEWER LINE. SCHEDULE 40 PVC OR ° it ZZ) cc 23 BAS! COCO 14 3 APPROVED EQUAL. PROVIDE 114" PER FOOT MINIMUM SLOPE, co E-" A av Q 1'5\ CATCH -A-TEE CONNECTION AT EXISTING UTILITY MAIN. �34 PLANTER \Z3.1 BA SIN 0 PROVIDE INSERT Uzi 4�/ llql 4- 4.: Q CONSTRUCT AREA DRAIN. JR SMITH 2470. 4 _0 CONSTRUCT BACKFLOW PREVENTER PER SUB STANDARD. 4 A.. A # 4 -4 A ZAC SURFACr_ W0 455.6 Ak �° ' ♦ ; A MCI. /0;,"*N CATCH A* MUSTING UTI= INUR10; �3 BASIN MH "A" C8 "A SAN MH CATCH BASIN A' 4, RIM= 459.00 RIM= 458.65 12" IE E (IN)= 450.54 8* IE (OUT)= 456.90 UTILIff REPRESENTAT•T�':ES 12" 1E W (OUT)= 450.80 DAVE THOMPSON (541) 342-3661 ELECTRICITY (SUB) 60 C��� Q BILL FOX Z LANDSCAPE BART McKEE (541) 726-2396 WASTE WA TER RON SATHER (541) 726-3615 S TORMWA TER RON SATHER (541) 726-2240 FIRE J# 1(541) 726-2293 1 % % LANDSCAPE A. A 4 69.0 jl c1l) A 4 w I . leg A 4d A A 14 A- 4 77' �7 P A A C3LRKER S " Cg A 4- All CB a Ce C SURFA EXISTING 24* STORM SEWER 6. ADJUST EXIVING MANHOLE RIMS, CLEANOUT 4'v CE7 ACCESS LIDS O*-GAXCHPAARjNGR^467 WITtik --A 0 I I . - 1% . I . I A 'k 4v I IMPROVED SURFACELWPEW RWPlq/6H Ahb - CLEANOUT 4/ ---------------------------------- o CA %NL3jlNV, 454.90 5 A�L ----------- TCH 4 4_ A. GRAPHIC SCALE A CA TC 5 kC3j BASIN A 4.1.1 • %moor BASIN C3 10 0 5 10 20 H # BN 0/_/ WV: 450.30 1+/- 7 /Ol w ST 4 ....... ... ST ....... .. ST - --1 -"-ST----sTST 10 6 ................. """' - -' 017__' 0 10 ............ .................. JUT. 4_� JUT -JUT$.-.. ST IT'07177F-. ••"`ST--­ST 454.40 ...... :4 IN FEET 0 - \.---IN.V:- 4-54.80 1 inch 10 ft. WVW-,4 .\iw* 1w _ww Vow ww ww ww INV: 454.50 0 A.' J6' W_ vvW WW----- WW- ww-- WW_ ww'_ WW_ Ww_WW- WW- WW- WW- WW -w WW____ WW 4: A ................ ............ ........ .............. ...... CONSTRIbUCTION NOTES ............. ........... 7 -A 4 '4 • ,':� MH A* CONSTRUCT WATER SERVICE LINE. SCHEDULE 40 PVC OR APPROVED IN s 450.301- 0 14, ..A EQUAL. VERIFY SERVICE DIAMETER REQUIREMENTS WITH MECHANICAL I.- - ZAC SURFA ♦ ENGINEER. PLANTER ,4 • 6 PLANTER 4 .4 PROVIDE DOUBLE-CHECK BACKFLOW PREVENTER. INSTALL WITHIN 1 4 STORM FILTER OVA INSULATED ENCLOSURE LOCATE DOWNSTREAM FROM WATER 16 41 INV: 455.20 • . �3 CATCH BASIN WV- 455.55' 3 ZAC SURFAC METER. NOT SHOWN. 6 ST ST- CONSTRUCT PVC STORM DRAIN PER SIZE SHOWN. ASTM D 3034, 4 ST_sT_v_v_ ST ST-ST sf A, 4.. r SDR 35 OR APPROVED EQUAL. 4 1001 A, W. de -v A .4 .. ' ­ . .. / . tv . 4 - or- 4 04 4. -A .4. O'd • . ' * - - 4 PROVIDE 6' PVC END CAP. A A A A A -A ... 8 (D CONNECT STORM DRAIN LINE TO RAW DRAIN. PROVIDE REQUIRED .4, FITTINGS. IPT LLJ 'WA 4 CA TC/­ ST ST 6* ST-ST Q CONSTRUCT 4' PVC SANITARY SEWER LINE. SCHEDULE 40 PVC OR ° it ZZ) cc 23 BAS! COCO 14 3 APPROVED EQUAL. PROVIDE 114" PER FOOT MINIMUM SLOPE, co E-" A av Q 1'5\ CATCH -A-TEE CONNECTION AT EXISTING UTILITY MAIN. �34 PLANTER \Z3.1 BA SIN 0 PROVIDE INSERT Uzi 4�/ llql 4- 4.: Q CONSTRUCT AREA DRAIN. JR SMITH 2470. 4 _0 CONSTRUCT BACKFLOW PREVENTER PER SUB STANDARD. 4 A.. A # 4 -4 A ZAC SURFACr_ W0 455.6 Ak �° ' ♦ ; A MCI. /0;,"*N CATCH A* MUSTING UTI= INUR10; �3 BASIN MH "A" C8 "A SAN MH CATCH BASIN A' 4, RIM= 459.00 RIM= 458.65 12" IE E (IN)= 450.54 8* IE (OUT)= 456.90 UTILIff REPRESENTAT•T�':ES 12" 1E W (OUT)= 450.80 GAS (NW NATURAL) DAVE THOMPSON (541) 342-3661 ELECTRICITY (SUB) ED HEAD C��� Q BILL FOX Z LANDSCAPE BART McKEE (541) 726-2396 WASTE WA TER RON SATHER (541) 726-3615 S TORMWA TER RON SATHER (541) 726-2240 FIRE J# 1(541) 726-2293 1 % % LANDSCAPE A. A 4 69.0 jl A 4 w I . leg A 4d A A 14 A- 4 77' �7 P A A C3LRKER S " Cg A GAS (NW NATURAL) DAVE THOMPSON (541) 342-3661 ELECTRICITY (SUB) ED HEAD (541) 744-3707 TELEPHONE QWEST) BILL FOX (541) 482-8507 WATER (SUB) BART McKEE (541) 726-2396 WASTE WA TER RON SATHER (541) 726-3615 S TORMWA TER RON SATHER (541) 726-2240 FIRE GILBERT GORDON 1(541) 726-2293 1 UTILITY PLAN- SCALE: I # . /0 . MH "13 CB "B" SAN MH CA TCH BASIN RIM= 457.98 RIM= 457.42 12" 1E E ON)= 449.78 10" IE NW = 455.64 12- IE W (OUT)= 449.88 MH "C" C8 "C" STORM MH RIM= 458.67 RIM = 459.13 TOP WATER= 456.96 24" IE S (OUT) = 454.51 TOP 10" DRAIN PIPE= 457.02 10" IF W (IN) = 454.48 SITE PLAN PREPARED BY: ERIC HALL ARCHITECTS A R C H I T E C 7 S 302 WAIT ST. • ELIGEt F, OR 97402 pN(541) 689 SS94 - bc(54-1) 688 OS30 www.trichallarchitects.com VrmuAngs on Pub page were not prepared N ERIC, H� AFZHTF_CeT The sL ow woumes no reasponsON Ifty for •.ode complimme, c-omtruawafty, or perfommme of eWterre repreeented here. NONE 1�2 m m m 0 DOCUMENT TYPE: SCHEMATIC DESIGN PUBLISH DAT E.- MAY02 05 DRAY N: 4" CLASS C — AC PAVING PROVIDE 1 112" DEEP CONTRACTION i JOINT AS PER 6 "THICK P. C. ARCHITECT DETAIL THIS SHEET CONCRETE SIDEWALK 6" X 6" EXTRUDED WITH BROOM FINISH CONCRETE CURBING .SECTION OVER A.C. 302 WNTE 5T.. EUGENE, OR 97402 ph:(541) 688 S594.bc(S41) 688 OS30 PAVING www. t r I c h a I I a r c hIttct:. c o m o ` `:` _ • s,• •" , ''' ' • °: " 4 •; ia,. :' 4 , . • •. • :` .•4 SITE PAVING (SLOPE TO s DRAIN PER GRADING d PAVING PLAN) Drauifrtgo on this page were not prepared '"•t- %/ \% %� ` `- ---- 6„ MIM TOP SOIL BRIG H�1..1.. RGHIT GT fi 0" LIFT COMPACTED CRUSHED ROCK COMPACTION, 9 RELATIVE 2 E % ;, '� �r !!/ :,' { ' rf r � ....� � .,. \,, � ��� � \ ` �` , �, �\ �f .� , r,`�,: ' i • \ % '` XJ/v� \/ \% \�`�. COMPACTED \ /\ /\ � CRUSHED ROCK \/ \ / \/ The aaoYe aeeumee no reepowbility for Gone COMPACTION, MODIFIED PROCOTOR f � �� .� `� ` ROCK BA � /\ /, compl(anae, c-m*tructability, \\ \� or perforrume of eyeteame COMPACTED SUBGRADE f ! repreaenteea here. AT 93X RELATIVE COMPACTION MODIFIED PROCTOR „ 3 314"—(0) MIN, CRUSHED ROCK, COMPACTED AT 91X \\ \\ \\ \\ \\ \\ \\ \\ \\ \ RELATIVE COMPACTION SUBGRADE MODIFIED PROCTOR COMPACTED SUBGRADE AT 91X RELATIVE COMPACTION p v•� MODIFIED PROCTOR. w w OG # 0 I SECTION: AC PA �G (MGHT HEA V) 2 SECTION: CONCRETE SIDEWAM 3 TOP _SET CURB C4 SCALE$ NONE C4 SCALE$ NONE C4 SCALE, NONE A B 11-INLET GRA TE o U H �o •� 4i T 1 CO to 00 • BICYCLE -PROOF LASER WITH FILTER BICYCLE -PROOF LASER WITH FILTER LOCKABLE COVER N i ACCESS COVE N m r- d+ �- �- •.. � �^ 0 • o •�r• •• .e` •'� r . ' °' r ., • �: , • , • . .:. '''i •. • �. .a : �, ;,, ;, • . • ' N , ' 2'- 2 -1/2” 2'- 2 -112" INSIDE RIM INSIDE RIM .� a � g Ok o 6" PIPE, SEE NOTES 6" PIPE, SEE NOTES /// /// OUTSIDE RIM, i , • , 4'o OPENING A PLAN B LIFTING EY • • � �S � • ' 4 � "FERNCO" �/ �f �f N • . �/ HUBBLESS \\ \\ \\ +� = .. .. ''. \\ \ 'tFERNCO" / / / 24 :. ` ` ' / HUBBLESS PERMANENT CTYP OF 4) POOL ELEVATION o O •".. c a H-Q ,. \ \�\\ .� " ;.: \ \\ CONNECTOR % \� / / \/\ \ \ \ \/ • \/ -11 CONNECTOR / / a 4- ( u \ \'\ �e /� % %,/X'/' 6 SQ, GREASE \ \ \ \ \\ �•. d ' ' . ° ... < , ,.. •' \ \ l -. \ �� �/ �� �� //� /�/ CARTRIDGE `y SUPPORT C.3 O v \ \�f,/\, \ \ \�/ \ \��/ \ �\f \ \/ �/\ \� � � � �N TRAP WITH HINGED �. CLEANOUT '�� / 6 SQ. GREASE \ j� \f \ \� \ \\ \ \\ \\\ \ \\ \ \\ \\\ \ \` \ \\ \\ \ \\ \ \\ \ \�` \ \\ \ \\ \ TRAP WITH HINGED / / �/ ��,� //i/ /i f/• /i, % /,.�/ :� /� CLEANOUT LID 0 L C3 IF, \410r . � .LID `" GIBBON STEEL" OR "LYNCH'' /�� /// • /�� • \ \�\ / t � ,� _ " "LYNCH" UNDISTURBED SOIL OR GIBBON STEEL OR LYNCH INLET ST VERIFY ELEV 8 "o OUTLET STUB REQUIREMENT fSE A411 TE 51 ■ ■� MANUFACTURED 10 go. STEEL CATCH BASIN 24 "x24 "x36 "D ENGINEERED FILL MANUFACTURED 10 ga. STEEL CATCH BASIN 24 "x24 "x36 "D PRIOR TO ORDER 2 "o OUTLET 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING 3" MINIMUM COMPACTED CRUSHED ROCK BEDDING UNDE FROM SECTION �• � UNDISTURBED SOIL OR ENGINEERED FILL NOTES: NOTES: 2 —2 -1 /2 B —B 0 VERIFY OUTLET INVERT REQUIREMENTS PRIOR TO ORDER. VERIFY OUTLET INVERT REQUIREMENTS PRIOR TO ORDER, SECTION A--A "ago � 0 4 SINGLE C'O.M�PART1�lE.� CAT H BASIN DUAL CN"BER CATCH BA SIN 6 -- H F ER CARTRIDGE CATC BASIN C4 SCALE$ O c4 SCALE, NONE' C4 SCALE$ NOW ,_ C) . CAST IRON FRAM AND COVER —� PAVING WITHIN OUTSIDE UNDISTURBED PAV E MENT SE ON SECTION _ _.... � PA VED AREA I PAVED AREA SOIL FINISHED GRADE '�'"' 0 m , `• Rk fi / / / / /r • • ZitW 5f @ *t!te We4 -5 i 1'1 \\ \Y \\ `• \ \ \ \ STREET • �' / /� // `// \ STRUCTURE ;4 i , £e_h :". : \ f •. \ \ \ •, ,• . :`.• , i ' ;:, \ �`/ , '• • `" f C LEANOUT U C ..0 N4.. .'..: ...,: t. {.. nt ,i t a f_ °.Y .t.f. ,` . a °° ' ' �?.;', °.. : ":=�f: NATIVE BACKFILL . ; % l • •. • f` r` • • ,\,� '' ' '`'' " ' ' ':; :.,� " \ . , .. _ SIZE AS SPECIFIED 6" PVC SLEEVE � 0 :V >,.;: 0;:: :';,...;. y .. 30" MIN. • • . ••� •' r MP ` '� "'. : {'" i ORTED COMPACTED RISER SIZE AS ' r= ..' c :' ; :., :,.::�t ",.: IMPORTED COMPACTS ,�: "i. •n :.•.A r ! r` l` :.• Y: ., \'` GRANULAR MATERIAL 'r COMPACT SP EC D t C1� . , ... .:.` . . GRANULAR BACKFILL ° °` ':: f' ;;. ;:.::�. :; ,. �;,. Oo r,.. b` <'';. , ;•n .,.. 6x MIN : a. .', 0 000 o � ,j ...:, • . • 1. . ' . .., TO 95X ;r •, .. • 3•... ' DENSITY T r`�` . •� ,' r EN (STD. PROCTOR) :�.., , rl ' •� CONC. BEDDING fir% r: `"" 0 O 00 0 116 THE as 94 r o OUTSIDE DIA 0 0 0 O.D. OF PIPE 0 PIPE i i ,f . , f, \ ,: , ,` ,, , f ` f r ; % ,. ; ; t t DCQ.INIeNT TAE: SCHEMATIC 00 0° o VARIES \ i �1'i' DESIGN r • .• tfl) , ; ,. •.. - ` SITE PIPING _ 314' - 0 CRUSHED TELEPHONE LIN ROCK PIPE GAS LINE SLOPE FILL BELOW PIPE BEDDING , NOTE-' TRENCH WIDTH TO BE WATER LIN .., r JJjj 17 �. i . ,�. �.'..:.." 0 �.... , ..�. a PIPE fl1A, PLUS 12" - o- :g' •. �.. : t> � . - . � � '� . � .. ; R JBLISH DATE: MAY 02 fly TYP. 24" MIN. NOTE: WYE PER PLAN DIAMETE , PROVIDE FITTINGS TO MAKE 6" BEDDING DRA ": - GAS LINE SHALL MAINTAIN AT LEAST 3 FEET TRANSITION TO RISER SEPARATION FROM WATER SUPPLY. 032511 ? TYPICAL TRENCH C4 SCALE$ AKME C4 7TPICAL 177T UTY TRENCH SCALE$ NONE 9 C OTl'T C4 SCALE$ NONE 0 I I TRF-E IN FLANT BED TREE IN LAAN TYPIGAL. TREE PLANTING SECTION INA ♦ ,� .= 11=It= 11=11= / — 11- 11-- 11- 11 -11: i� • ADJACENT BUILDING --\ OR EDGE OF PLANT BED Q N 5PACING "D" ROW "A" SPACING "D" ROW "A" 9" O.G. 7.5" 30" O.G. 26.0" 12" O.G. 10.4" 36" O.G. 30.0" 15,10.0. 13.0" 45" O.C. 41.5" GROUNDC.-OVER 5PAGIN& DIA &RAM 5ECTION GUY WIRE STAKES AS SPECIFIED - EVENLY SPADED (2) EACH ORNAMENTAL/CONiFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) MULCH RING WITH SPADED EDGE AT LAWN5 (SIZE AS SPECIFIED) PLANTING SOIL SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) 1/2„ = 11-0" GUY WIRE STAKES AS SPECIFIED - EVENLY SPACED (2) EACH ORNAMENTAL./CONIFER TREE (3) EACH SHADE TREE REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH AS SPECIFIED (2" CLEAR AT TRUNK) CONCRETE WALK OR CURB PLANTING 501L SUB GRADE COMPACTED TOPSOIL (BELOW ROOT BALLS ONLY) 1/211 11 -011 N.T.S. KEY QTY. I BOTANICAL NAME COMMON NAME MIN. SIZE I COMMENTS TREES AGM - Acer macrophyllum Bla Leaf Maple 2" cal. Matching, limbed up to approx. 6 ft. ARKS - Acer rubrum 'Red Sunset' Red Maple 2" Gala Matching, limbed up to approx. 6 ft. GEG - Cercis canadensi5 Eastern Redbud 8' ht. single stem, B+lB, matching, full FAJ - Fraxinus americans 'Jun in er' Autumn Purple Ash 2" cal. Matching, full, BdB FPP U Fraxinus pennsylvanica ratmore' Patmore Green Ash 2" cal. Matching, limbed up to approx 6 ft. Z5V(5 - Zeikova 5errata Village Green' Village Green Zelkova 2" cal. matching, limbed up to approx. 6 ft. VIP - Viburnum davidii David Viburnum 5 gal. matchin , full BETC - Berberis thunber ii 'Crimson Pygmy' Dwarf Japanese Barberry 1 gal. matching, full FAG - Euon mug alsta'Compac ta' Burninel Bush 5 aal matching, full E5N - Escallonla Newport Dwarf' Newport Dwarf ESCailonia 2 gal matching, full IC.G - Illex Grenata 'Dom acts' anese Holly 5 gal. matching, full OB U 05manthus x burkwoodli Burkwood 05manthusi S gal. matchin , full PLO - Prunus laurocerasus 'Otto ken' Otto Luyken English Laurel 5 gal. matching, full VIP - Viburnum davidii David Viburnum 5 gal. matchin , full VIT - IViburnum tins Spring Bouquet, Spring Bouquet Viburnum 5 gal matching, full VIP - Viburnum plicatum tomentosum Double File Viburnum 5' ht. matchln , full to UMM 0 0 i/ 5 BETO r ` s • IOUNDCOVERS AND PERENNIALS AU 24" o.c. ArctoS h log uva -ursi Kinnikinnick 1 gal. matchin , full HEW - Hemoracalii5 Stella D' Oro' Stella P' Oro Vagilly 1 gal. matching, full LP 24" ox— Lonicera pileata Privet Honeysuckle 1 gal. matching, full RUGS 12" D.G. Rubus ca! inoides 'Emerald Carpet' Emerald Carpet Rubus 1 gal. matching, full C U ,ti \ UA. i_ 4 HE50 VOTE: = IN15HED GRADE, UNLE55 NDIGATED OTHERWISE, 15 .',OMPRI5ED OF A HORIZONTAL °LANE 3" ABOVE THE -f IGHEST ADJACENT EDGE. / ,"It 3" MULCH (TAPERS TO 1" AT SIDEYVALK) FINISHED GRADE PLANTING SOIL (SEE SPECIFICATIONS FOR DEPTH) ADJACENT PAVING PLANT BED EVOE AT PAVEMENT 5EGTION 1" = 11-011 :3f IT 305 1 EAG RUGS W/ BUDS A LNG LEGEND • SHADE TREES ORNAMENTAL TREES CONIFEROUS TREES :3- SHRUBS 4 ► BULEM PERENNIALS OR ► VINES r GROUNDCOVER (LP UNLESS NOTED OTHEFMt, s � LAWN PROPOSED PLANT BED arm." 0 2 5 10 SCALE: 1' = 19 -V e-m f, A R C H I T E C T S 302 WAITE ST.. EUGENE, OR 97402 x1,:1541) 1588 5594•6:(541) 688 4530 www.eric6allarchitects. com Drawinep on this page were not prepared by ERIC HALL ARCHITECT The above assumes no responsibility for Cade compliaru,e, wmtructability, or performance of system represented here_ i C: a -/ i� RULE Nit C ! S/ BUL 55 Cie 0 %/ C U ,ti \ UA. i_ 4 HE50 0'6 � rs to UMM 0 0 i/ 5 BETO r ` s • 1 EAG RUGS W/ BUDS A LNG LEGEND • SHADE TREES ORNAMENTAL TREES CONIFEROUS TREES :3- SHRUBS 4 ► BULEM PERENNIALS OR ► VINES r GROUNDCOVER (LP UNLESS NOTED OTHEFMt, s � LAWN PROPOSED PLANT BED arm." 0 2 5 10 SCALE: 1' = 19 -V e-m f, A R C H I T E C T S 302 WAITE ST.. EUGENE, OR 97402 x1,:1541) 1588 5594•6:(541) 688 4530 www.eric6allarchitects. com Drawinep on this page were not prepared by ERIC HALL ARCHITECT The above assumes no responsibility for Cade compliaru,e, wmtructability, or performance of system represented here_ E 0 N N DOCUMENT TYPE: SCHEMATIC DESIGN PUBLISH M 02 • DRAWN- C: a 0 i� Nit C Cie 0 C U ,ti \ UA. i_ Q. 0'6 � rs to UMM 0 0 s • E 0 N N DOCUMENT TYPE: SCHEMATIC DESIGN PUBLISH M 02 • DRAWN-