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HomeMy WebLinkAboutPlan, Tentative APPLICANT 1/31/2023110 KAITLIN'S HOUSE 1600 H STREET AND 1601 1 STREET Tax Map: 17-03-36-21 Lots: 4700, 4800, 5700, 5800 �1 1 a a a � a a , a a a a a a a a Lu PROJECT SITE Lua MCKENZIE a a WILLAMETTE a MEDICAL CENTER a � s a a � a VICINITY MAP NISI SCHEDULE OF DRAWINGS L1.0 COVER SHEET L2.0 SITE PLAN WITH EXISTING CONDITIONS L3.0 SITE PLAN WITH IMPROVEMENTS L4.0 PLANTING PLAN DESIGN TEAM MEMBERS OWNER/APPLICANT G STREET INTEGRATED HEALTH 1435 G STREET SPRINGFIELD, OR 97477 (541)735-9421 CONTACT: JENNIFEROCKER jocker@gstih.org PLANNER/LANDSCAPE ARCHITECT THE SATRE GROUP LAND USE PLANNERS, LANDSCAPE ARCHITECTS & ENVIRONMENTAL SPECIALISTS 375 WEST 4TH, SUITE 201 EUGENE, OREGON 97401 (541) 686-4540 CONTACT: JOHN SCHMIDT JOHN@SATREGROUP.COM ARCHITECT CAMPFIRE COLLABORATIVE 341 MAIN STREET SPRINGFIELD, OR 97477 (541) 914-0334 CONTACT: JENNA L. FRIBLEY jenna@campfirelab.com LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-23-2023 + LARID58AP€ARCHITECTS + O E000�p 12. =oW of aooWos uo X ozww H o0 n W LL 06' EC 60w 0 w V U yoian U)d o F3 s� WFS� Q zCRm W $ 33w Z S TES, w� 873 r+ F'lyCi-i"NC SC�HMI^^D�T OREGON w d 10/18/2015 H W w W Lu w O s Z N LL o fn < w 0 W Z w o \ J w ' LL U = Z o a � 0 Remm. # Dale D crptim 3 s Z m a V V S C N Y q L q O a L L1.0 + 4AUDSCAP€ARCHITECTS + H WELLHEAD PROTECTION AREAS MAP EXCERPT MAP AND TAXLOT _way= o I STREET r—UD 12 QD of o0 M. QD " N.T.S. PROJECT SITE MAP W. 17-03-36-21 OVERLAY ZONE =HOSPITAL SUPPORT TAXLOT: 04700 (0.16 ACRES) OVERLAY DISTRICT 6'WATER(EXISTNG) �;oWos 0 m ozw W LL Q: 6�w odic W V u yoiaa 04800 (0.15 ACRES) EX STING STREET CURBv INLET AND STORM PIPE Q a s c=o W $ W pF=oo ^ r T 05700 (0.14 ACRES) 05800 (0.15 ACRES) ZONING' LD (LOW DENSITY RESIDENTIAL) fMaFH mMY. S TES' wG EXISTING RE 873 YSTORM(EXSITIN • Ip ` Il Cl • 30 SC�HMIDJT OREGON w HYDRANT qPE A1� Z O • 5 �O F w w ZV M UP O Z JZ = o " (L U) S O z w o W V/ � w J w F— U LL Z X = EE LU F50 o a m to Rev,siens # Date — ^ __�� NOTES o In o �, , BVIGMA ARCHITECTUS SHEET SHOWS RE. UIP ATES TO CNG URRENT EN CONDIIS OF THE TIONS CREATED BY LANDSCAPE ENT SITE. ORIGINAL PLANS OVIDED s Z m a V V S C N Y q q O n M o U` u in � lky "'i� (3 L21 �SItlJO O O O O O O O O ®SIGN O O O O O O O O O O O + Q + - 5'-0" REPLACEMENT SIDEWALK 1 • T ARCHITECT VERIFICATION IN THE FlELD. o + PER CITY OF SPRINGFIELD 1 STANDARDS(TYP.) 2. GIS SOURCE: ESRA. 3 + O) "+ B'_3" -m Pie z�fhws _ _ aY 3. ALL DISTANCES SHOWN ARE IN FEET. Iti + + Q � u + 1 rk.. / �• ST 4. VICINITY MAP PROVIDED ON SHEET LI.O. o — — — — — — — — — — — ----- —----------------- + + 8" STORM � ' TRANSIT FACILITIES �O LN405CAPEOISLMO 2D' -D" + \ f/ O� EXISTING STREET s0 + 1 1 F] EXISTING TRANSIT FACILITIES CURB AND GUTTER + THENEAREST PUBLIC TRANSIT SERVICE IS AN LTD BUS STOP A QUARTER MILE WEST ON MOHAWK lit O + O y O a + I EXISTING PARKING r BOULEVARD. 17'-0" 17'-0" o LIGHT TYP. y + AUTOMOBILE PARKING BIKE PARKING i® a VEHICLE PARKING: BIKE PARKING: REQUIRED 2 o + V d + 16'-0" 24'-0" y 24'-0" 16'-0" is 1 1 `r0 X COMPACT B PROPOSED 2 + Q O F U REGULAR 22 ADA 2 + SLOPE 20,-0„ y y i SLOPE E X ' TOTAL 32 s + y ° X I • SOILS 00 U 1 + i / 3 n LEGEND EX LANDDRAINED + Q y Q 4" PANTED LINES, TYP. rn rn Contaminant Source Inventory (Exrennp) • (Porensep <; WELL SITES ® + DROP IN CATCH BASIN + 1 1 + Super(und Sites MODERATELY WELL DRAINED (02Q0.571N PER HOUR) MODERATELY 0 (0-70-0.57 DEPTH TO WATER TABLE 18-30 INCHES + FILTER HAS BEEN INSTALLED + I t Environmental Cleanup Sites Time of Travel Zones 6'HIGH EXTRUDED ° o + + 1 1 0 Discharge Facilities ♦ Petroleum Releases 1 -year TOT SITE ASSESSMENT OF EXISTING CONDITIONS CONCRETE CURB, TYP. + I- o + I • Toxic Releases � 2 years 1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCARCHITECT. ARCHITECT. PLAN REVIEWED BY A LICENSED LANDSCAPE ARCHITECT. 3 N + + Spills 5 years Hazardous Materials Incidents 10 years 3 o + + I • Underground StorageTanks • Leaking Undergrod Storage Tanks 20 years 2. VICINITY MAP • SEE SHEET LI.O FOR VICINITY MAP. V + 9'-0" 8'-0" 9'-0" + Underground Slomge Tank Cleanups 0 Zone of Concentration (99 -yr TOT) • Registered Hazardous Waste Generators i 5-99 combined ZOC 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING BUILDINGS, CURB CUTS, PLANTING, AND IMPERVIOUS SURFACE AREAS, ARE CLEARLY INDICATED. ® + 00 O O X 1 • Hazardous Materials Handlers • Solid Waste Facilities I� 10-99 combined ZOC 4. THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE WELLHEAD LU w "g = o + + H - q ^ `/fit /\' 1 120-99 combined ZOC PROTECTION AREAS MAP ON FILE IN THE DEVELOPMENT SERVICES DEPARTMENT. • PROJECT SITE IS LOCATED IN THE 2-5 YEAR TIME OF TRAVEL ZONE. HOSPITAL OVERLAY MAP U] 9 O EXISTING BIKE ® + RACK EXISTI G POSTS h ® ' REQUIRED LANDSCAPE AREA r V o e + + + + 1_j ELECTRICAL IN TRENCH SIB POLE dim ET H'+iH-F-{-.'T-^_~IM L-7 LLLWLdJJ1111 REQUIRED LANDSCAPE AREA=25%(8,534 S.F.) PROPOSED LANDSCAPE AREA=33%(8,728 S.F.) . I,'-MH-IN54 - - -- -- �,WV! --- - -- - - MW �,'r -- -7:%,L 0 -TO ---- EXISTNG POWER POLE L,••u-L-ti a+w TT1Yt7y� -u-111/ � � LANDSCAPE AREA EXISTING POWER POLE '" OHfi..-- OH O O O}lU HU E O + jj' '{ 7''��'t''���� SKiN ® iy Vy IR + '... _. 3 /n + ( + ' O j`/i. + O O O O ` ® GRS�GAS + ❑O�❑ Gi5' - - --yy - - O O ( O + I 10'-D"UTILi EASEMENT 1 - TAXLOT MAP + O ROSE GARDEN ° O GAS V + METER L❑O+'O O + + + , 1 <- ~ A _ •rl. . t + EXISTING OUTSDE MECHANICAL UNITS O+i IXISTNG HEDGE+ .-u.u--ul-L1J + oil + IXISTNG • E ° w MAILBOX .. t J + I UL / W N 6BGAS 'EXISTNGLAWN + / ' N.T.S. PROJECT SITE _ •.-' ° LEGEND lit 20 0 1 PROPERTY LINE EXISTING BUILDING w r ® 0 IW I o --------------- � • 1 --------- BUILDING SETBACK }�. \ \ O\ I ELECTRICAL EASEMENT �- h ' •1,1.. \ I+ J�.1 SD EXISTING STORM DRAIN -� -. ^f'_. _. ___ �E O_ _ _ _ _ _ \� • � / \ '. 22'-3"CHP _ I GAS EXISTING GAS LINE ■ 3 0 +� A� RAMP / ® /- A ..1 ,.� EXISTING OVERHEAD POWER LINE W EXISTING WATER LINE- ') - - �. •• ►y 3 ® - - - `L��L + +/+�-+ -- �/ I __ - + EXISTING IRRIGATION J BACKFLOW DEVICE ;1 �I E EXISTING ELECTRIC LINE WW EXISTING SEWER LINE EXISTING POWER POLE 0 + _ -' f_+_ O + i_ "' C}O EXISTING PARKING LIGHTING TO REMAIN ! x sr EXISTING CATCH BASIN —� + + + + + - - + + SETBACK Jr I MONUMENTSIGN + + /+��/+�) OI `l • EXISTING TREES AND SHRUBS TO REMAIN MILD SLOPE 3 3 o t h EXISTING CAWIJ L EXISTING SHRUBS IN DEAD OR POOR O CONDITION TO BE REMOVED/ REPLACED J q "r "'. L - - .'•moi I b 3 ' 0LAND USE EXISTING LAWN AREA a EXISTING WATER REVIEW SET _ _ r Y ' ® METER THIS DRAVVING IS NOT FOR ■ ® ® IXISTNG WATER METER SCALE 3/3Z'= T - o^ CONSTRUCTION 01-23-2023 ® N.T.S. 0' 19 21' 3Z + 4AUDSCAP€ARCHITECTS + H �000� _way= r—UD 12 QD of o0 M. QD ao� �;oWos 0 m ozw W LL Q: 6�w odic W V u yoiaa CR Q a c=o W $ W pF=oo fMaFH mMY. S TES' wG 873 • Ip ` Il Cl • r-, /�p-1"N"C SC�HMIDJT OREGON w d 10/18/2015 qPE A1� Z O F_ _ Z �O F w w ZV M UP O Z JZ = o " (L U) S O z w o W V/ � w J w F— U LL Z X = EE LU F50 o a m to Rev,siens # Date Desaptian s Z m a V V S C N Y q q O n M o U` u in L a L21 9) + LANDSCAPE ARCHITECTS + SATRE GROUPHill z z� =�p�Epo �000� TRASH ENCLOSURE DETAIL _way= NOTES o 12 of I STREET ao�;oWos �i In w W LL R ¢owo uj K um) Ic Ei `u_N2 = rc Hz ICD o �t��p5=o W S N Ww 8' WATER (EXISTNG) T,4 wG �^� 873 • • _ r -I N C SCHNHDT f-+ OREGON w 10/18/201$ �`�PE ARG i HDING LANK SIDING 1. THIS SHEET SHOWS EXISTING CONDITIONS OF THE CURRENT SITE. ORIGINAL PLANS PROVIDED w W CC W O _ � z o W a O �' < LY O z W o HARDIEPLANK ARCHITECTURE. UPDATES TO CURRENT CONDITIONS CREATED BY LANDSCAPE (L _j z = = Q0 o K 3 W Re�isims # Dale D crptim TRIM ABY RCHITECT ARCHITECT VERIFICATIIXJ IN THE FIELD. EX STING STREET CURB 10'-0" w 4 INLET AND STORM PIPE 50 z 12 2. GIS SOURCE: ESRA. EXISTING IRE 5"STORM(EXSITNG)�/� m HYDRANT e u a m o` o 0 L3.0 8� 3. ALL DISTANCES SHOWN ARE IN FEET. 50 Y O 4. VICINITY MAP PROVIDED ON SHEET LI.O. o o '-°• AUTOMOBILE PARKING PROPOSED SIGN IC�IOQ ®�S ® o/o�/� O®®®O O�° �VVO O O O O O O O O O O O + =_ + I 5'-0" REPLACEMENT SIDEWALK PER CITY OFSTANDARDS SPRINGFIELD HARDISIDING PLANK VEHICLE PARKING: 0 1 STANDARDS (TYP.) � SIDING + - - c + a COMPACT 8 rn 8•-3" REGULAR 21 + O + 1 ADA 2 TOTAL 31 _________________ + STORM 1 o 1 LEGEND + LNJDSC APED ISLAND OO + 20'-0" v + 00 + + EXISTING STREET sa + 1--�--� 1 PROPERTY LINE CURB AND GUTTER + O F LLJ LLJJ 3 o O a u + g.-0. BUILDING SETBACK + v EXISTING PARKING 17'-0" 17'-0" LIGHT TVP. ELEVATION -EAST HARDIEPLANK - - ELECTRICAL EASEMENT + O F + SIDING 10'-0" HARDIEPLANK SD EXISTING STORM DRAIN + O v \ U y I TRIM GAS EXISTING GAS LINE p + 16'-0" 24•_0•• n y s0 U 24•_0•• 16•_0•• 12 g� OHP EXISTING OVERHEAD POWER LINE + 00 U I b W EXISTING WATER LINE + SLOPE 20'-0" y i SLOPE E E EXISTING ELECTRIC LINE y DOUBLE GATES S + I FAGATE TM WW EXISTING SEWER LINE O U 1 HARDIEPLANK PAINTED WHITE o -O EXISTING PARKING LIGHTING TO REMAIN + y 4"PANTED LINES, TYP. GATE TRIM + < < BLOCK( o • + DROP IN CATCH BASIN FILTER HAS BEEN INSTALLED 1 HINGE + EXISTING TREES AND SHRUBS TO REMAIN + + I + o + 6'HIGH EXTRUDED CONCRETE CURB, NP. - o + PROPOSEDTRASH c ® REPLACEMENT PLANTING (SEE SHEET L4.0 FOR PLANTING PLAN) -1 I �1ING ASPHALT AREA L3A + r r L�J L�J \/ 1 3TAB ASPHALT OVER LL LUJ FELT OVER 7/18"OSB EXISTING LAWN AREA C [ LE] /\ L J I -11 g-0- SHEATHING SME AND COLOR TO � ,I + 1 DING ELEVATION - WEST + 0O T I 12-0- HARDIEPLANK TRIM S c + ° w ((� `�`n /(/�� `V� `� I F. n F LL'^ �� 3 • RACK NG BIKE NEW OD FENCE40" ALL ATTAC ED TO EXISTN POSTS O + i° • 1 4 I. -0.W U) EXISTI G POSTS \ '! / HARDIEPLANK e yy + + 1 SIDING o + + TRENCH TO SUTRICAL B POLEN r + + • WW ww WW EXISTING POWER POLE E + EXISTING POWER POLE '" 7�DHfi..-- SIGN OH O O • O + ° O}lU �E HU RU + • E+ E O O 3 ++ ❑O�❑ -L__ O + O O O O O O O 1 10'-0"UTILIIY EASEMENT - ___ T ROSE GARDEN + o O GAS METER O O O O �, + 1 1 `CONCRETE LUJ LUJ LUIJ FOOTING MIN. 30" ' L-- �- - 00 I BELOWGRADE. LLL OPTIONAL O r T •. EXISTIOUTSIDE MECHANICAL UNITS MECHANICAL O+ • EXISTING HEDGE IMPSON STRONG- + ELEVATIONS -NORTH/ SOUTH cssae(Nor C S46 (NOT EXISTNG A I SHOWN) 3 MAILBOX + - - - - TRASH 4X8 P.T. POSTS III - III 1 CONTAINER TRADE AS SWING OPTICNS BY SHOWN W/ + " \�� Ate/ • GATES CLIENT FOOTING, SAW 1 CUT ASPHALT Bf'GAS ... EXISTING LAWN-%� + / -DOUBLE r __ _________ ________ OR FOOTING `. P00 / �OVVERHANG 3 rL/ , HARDIEPLANK .. EXISTING BUILDING r II`�j� ll'"�l I MINI \ / SIDING IIS— III L v-A/c-eavll \ / // .. w ® 0 moils TINT I o� / �— ----- --- ---------------- — 1 1 § SEE SITE PLAN V — rr— A W • \ `l ,.� L L L HARDIEPLANK TRIM (� �� --J �-� J /L--1tJ CORNERS O \� • / \ -- - 22- L_ 3 c \ A RAMP • \ ____________ EO. O. `L + --- GO - - +-H - - - + EXISTING IRRIGATION V BACKFLOW DEVICE "_i Y 10'-0.W 'C EXISTING POWER POLE V + + + PLAN EXISTING CATCH BASH } + _�+1 + J + + SETBACK ' MONUMENT SIGN + �} +-4' _ NOTES: •t;I HARDWARE GATE - HINGE WITH LATCH, POWDER COATED BLACK, MILD SLOPE {' OWNER PROVIDED LOCK E HARDWARE - GALVANIZED !I POSTS - 4 X 8 P.T. #2 OR BETTER FIR SET IN CONCRETE OR EXISTING IANAJ ' OPTIONAL POST BASE • POST FOOTING - CONCRETE WITH 6" MIN. ALL SIDES, 30" MIN. BELOW GRADE. OPTIONAL BASE - SIMPSON STRONG -TIE CBS46 COLUMNBASES- GALVANIZED • TRIM- 5.5"HARDIEPLANK, SMOOTH,WHITE LAND USE 6 • SIDING-8.25"HARDIEPLANKSMOOTH PLANK, GRAVTOMATCH REVIEW SET BUILDING EXISTING WATER METER • ROOFING FRAMING- 2 X 6#2 OR BETTER FIR THIS DRAWING IS • ROOFING -3TAB ASPHALT OVER FELT OVER 7/18"OSB SHEATHING � NOT FOR STYLE AND COLOR TO MATCH BUILDING • scALE 3/32'• = r o - CONSTRUCTION EXISTNG WATER METER ,� TRASH ENCLOSURE01-23-2023 H H 21 32 9) + LANDSCAPE ARCHITECTS + SATRE GROUPHill z z� =�p�Epo �000� _way= �M= 12 of ao�;oWos �i In w W LL R ¢owo uj K um) Ic Ei `u_N2 = rc Hz ICD o �t��p5=o W S N Ww Z S T,4 wG �^� 873 • • _ r -I N C SCHNHDT f-+ OREGON w 10/18/201$ �`�PE ARG i ZF w W CC W O _ � z o W a O �' < LY O z W o W^W (L _j z = = Q0 o K m Ya W Re�isims # Dale D crptim w 4 z � R z m � e u m o` o L3.0 INLET AND STORM PIPE 5" STORM (EXSITNG) — O 50 (1) ACE CAM EXISTING STREET CURB AND GUTTER (1)ACE CAM 3 (1) ACE CAM 6'HIGH EXTRUDED CONCRETECURB,TYP. (1) ACE CAM Lu Lu ryLL U) I (1)ACE CAM CD r EXISTING POWER POLE— (1) ACE CAM (1) ACE CAM (1) ACE CAM EXISTING POWEF EXISTING CATCH I 0 3 EXISTING (1) ACE CAM ISTREET ACE CAM ,,sIm0 ®�� SIGN - O O O O O O O O O O + + (28) ILE CRE (11) CUR KLS _(1 1) ELIO ALA + +------- (4)EUO ALA + ° O _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,�, 8" STORM (8) ABE + \ + + 00 LANDSCAPED ISLAND + + + r0 c O SLOPE COMMON NAME 1) CER a \1009 � �I 9 S y U +I EXISTING RACK ACER a 3 \ u v a JAPANESEMAPLE -A O U CERCIDIPHYLLUM KATSURA 3 COR FLO K < e. v D FRA y U 1 LIQ STY UQUIRAMBAR STYRACIFWA 3111 c O SLOPE SLOPE i DROP IN CATCH BASIN FILTER HAS BEEN INSTALLED L- II COMMON NAME 1) CER a \1009 � y 9 TREES y U +I EXISTING RACK ACER a 3 \ u v a JAPANESEMAPLE -A O U CERCIDIPHYLLUM KATSURA 3 COR FLO K < e. v D FRA y U 1 LIQ STY UQUIRAMBAR STYRACIFWA AMERICAN SWEETGUM v u a BLUESPRUCE 3 PAR PER y U SLOPE i DROP IN CATCH BASIN FILTER HAS BEEN INSTALLED L- II :5 (1) TO iT O N ALL POSTS 3 POSTS r O O OUO O O W O ROSH ROSE GARDEN (1)COR FLO OO i\ OW EXISTING (1) ACE PAL • MAILBOX 64Y' REPLACEMENT SIDEWALK 1 PER CITY OF SPRINGFIELD 1 STANDARDS (TYP) I 1 EXISTING PARKING LIGHT TYP. (10) THU SMA PANTED LINES, TYP. PROPOSEDTRASH 1 ENCLOSUREWFIN L3.0 --_� 1 EXISTING ASPHALT AREA r 1 (24) THU OCC Divi OIL y 1 (8) BER OI (1)CER I 1 + 1 + ELECTRICAL IN TRENCH TO SUB POLE + + EXISTING POWER POLE E + O O CORD I ACE PAL MONUMENTSIGN b MILD SLOPE EXISTING LAM 3 10'-0"UTILffV EASEMENT (3) CUP ACE LIQ STY PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWN ERS REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWIJ ER'S REPRESENTATIVE. 8. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN! SPACING. IRRIGATION NOTES 1. EXISTING IRRIGATION SYSTEM IN ALL PLANT BED AREAS AND LAWIJ AREAS. 2. IRRIGATION SYSTEM IS AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. 3. THE IRRIGATION SYSTEM IS MAINTAINED AND OPERATED INA MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 4. IRRIGATION SYSTEM IS CONNECTED TO MUNICIPAL WATER SOURCE WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE. S. ALL VALVES ARE LOCATED IN UNDERGROUND VALVE BOX. EXISTING PLANT SCHEDULE INCLUDEEXISTING PLANT SCHEDULE DOES NOT REMOVED. PLANT SCHEDULE EXISTING STREETTREES BOTANICALNAME COMMON NAME 1) CER +O + (8) BER + TREES BOTANICALNAME + +I EXISTING RACK :5 (1) TO iT O N ALL POSTS 3 POSTS r O O OUO O O W O ROSH ROSE GARDEN (1)COR FLO OO i\ OW EXISTING (1) ACE PAL • MAILBOX 64Y' REPLACEMENT SIDEWALK 1 PER CITY OF SPRINGFIELD 1 STANDARDS (TYP) I 1 EXISTING PARKING LIGHT TYP. (10) THU SMA PANTED LINES, TYP. PROPOSEDTRASH 1 ENCLOSUREWFIN L3.0 --_� 1 EXISTING ASPHALT AREA r 1 (24) THU OCC Divi OIL y 1 (8) BER OI (1)CER I 1 + 1 + ELECTRICAL IN TRENCH TO SUB POLE + + EXISTING POWER POLE E + O O CORD I ACE PAL MONUMENTSIGN b MILD SLOPE EXISTING LAM 3 10'-0"UTILffV EASEMENT (3) CUP ACE LIQ STY PLANTING NOTES 1. NO SUBSTITUTIONS ALLOWED WITHOUT PRIOR APPROVAL FROM OWN ERS REPRESENTATIVE. 2. MAKE MINOR ADJUSTMENTS IN THE PLANTING AS NECESSARY TO ACCOMMODATE THE IRRIGATION SYSTEM AS INSTALLED. 3. NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES IN THE LAYOUT OF WORK PRIOR TO THE EXECUTION OF THE WORK. 4. VERIFY LOCATIONS OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXECUTION OF WORK. REPAIR ANY DAMAGE TO EXISTING UTILITIES, PIPES OR RELATED FACILITIES AT CONTRACTOR'S EXPENSE AND IN A MANNER APPROVED BY THE GENERAL CONTRACTOR. S. PROTECT TRUNKS, LIMBS AND ROOT ZONES OF EXISTING TREES TO REMAIN FROM ABRASION AND COMPACTION. DO NOT CUT LIMBS OR ROOTS LARGER THAN 3" IN DIAMETER WITHOUT PRIOR APPROVAL OF OWIJ ER'S REPRESENTATIVE. 8. CLEANLY SAW CUT TREE ROOTS 1 FOOT FROM FACE OF NEW IMPROVEMENT, WHERE TREES OR PLANT MATERIAL ABUT NEW BUILDINGS, STRUCTURES, CURBS, WALKS OR PAVEMENT. 7. PLAN IS TO SCALE, INSTALL PLANTS IN SHOWN QUANTITIES AT SHOWN! SPACING. IRRIGATION NOTES 1. EXISTING IRRIGATION SYSTEM IN ALL PLANT BED AREAS AND LAWIJ AREAS. 2. IRRIGATION SYSTEM IS AUTOMATIC ELECTRIC SOLENOID CONTROLLED UNDERGROUND SYSTEM. 3. THE IRRIGATION SYSTEM IS MAINTAINED AND OPERATED INA MANNER THAT PROMOTES THE HEALTH AND APPEARANCE OF THE PLANTS WHILE MINIMIZING WATER USE AND AVOIDING EXCESSIVE WATER RUN-OFF. 4. IRRIGATION SYSTEM IS CONNECTED TO MUNICIPAL WATER SOURCE WITH MAIN SHUT-OFF VALVE, BACKFLOW PREVENTION DEVICE. S. ALL VALVES ARE LOCATED IN UNDERGROUND VALVE BOX. EXISTING PLANT SCHEDULE INCLUDEEXISTING PLANT SCHEDULE DOES NOT REMOVED. PLANT SCHEDULE EXISTING STREETTREES BOTANICALNAME COMMON NAME QTY ACE CAM ACERCAMPESTRE FIELD MAPLE 10 TREES BOTANICALNAME COMMON NAME QTY ACE ACER MAPLE 1 ACE PAL ACER PALMAIUM JAPANESEMAPLE 2 CER CERCIDIPHYLLUM KATSURA 3 COR FLO CORNUS FLORIDA FLOWERING DOGN.00D 2 FRA FRAXINUS SP ASH 1 LIQ STY UQUIRAMBAR STYRACIFWA AMERICAN SWEETGUM 1 PIC PUN RCEAPUNGENS BLUESPRUCE 3 PAR PER PARROTIA PERSICA PERSIAN IRONW D 1 SHRUBS BOTANICALNAME COMMONNAME QTY ABE MELIA MELIA 8 BER BERBERIS BARBERRY 25 BX)ALA UJONYMUS AIANS WINGEDBURNINGBUSH 15 HYD MAC HYDRANGESMACROPHYLLA HYDRANGEA 1 ILECRE ILEXCRENATA'CONVEkV CONVEX JAPANESE HOLLY 28 NAN DOM NANDINA DOMESTICA SACRED BAMBOO 18 PRU TAU PRU NUS IAUROCERASUS CHERRY LAUREL 4 RHO RHODODENDRON AZALEA B ROSA ROSA ROSE 25 SPI JAP SPIRMA JAPONICA SPIREA 5 TJOCC THUJAOCCIDENTALIS ARBORVITAE 24 Z DWARF SPRUCE 4 LO LLIQ 'I� v' Q W 0 r Z SUPPLEMENTAL PLANT SCHEDULE J D LL M (D z PLANT SCHEDULE SUPPLEMENTAL SHRUBS CODE BOTANICAL NAME COMu1ONNAME SIZE QTY COR RUG COMUSSERICEA'KELSEYF KELSEY'S DWARF RED TWIG DOGWOOD 5GAL. 11 TNSMA TUUAOCCIDENTAUS'SMARAGD' EMERALD GREEN ARBORVITAE 5HT. 10 LEGEND —�--� PROPERTY LINE --------- BUILDING SETBACK ELECTRICAL EASEMENT SD EXISTING STORM DRAIN GAS EXISTING GAS LINE OHP EXISTING OVERHEAD POWER LINE W EXISTING WATER LINE E EXISTING ELECTRIC LINE WIN EXISTING SEWER LINE o—O EXISTING PARKING LIGHTING TO REMAIN • + EXISTING TREES AND SHRUBS TO REMAIN + ®REPLACEMENT PLANTING ° (SEE SHEET L4.0) t. c EXISTING LAWN! AREA EXISTING WATER ----. - METER � ` N ' SC= EXISEXISTINGISTG WATER ALE 3132" T-0" METER T 19 21' 32' LAND USE REVIEW SET THIS DRAWING IS NOT FOR CONSTRUCTION 01-23-2023 po + LANDSCAPE ARCHITECTS + 'I z z� goo°gip _way 12 u.oW of ml.w IL .; Wos °iwrcw W LL ` wok ryo W V U pa tz ww O } z rc F� tz In W S hi Z S TES, wG �^� 873 _ r -I N C SCHNHDT f-+ OREGON w 10/18/2015 �`�PE ARG Q J a Wu cn Z V) ON ~Z 0 O O V Q W w 'w'^^ �•. Z O_ Zo m LO LLIQ 'I� v' Q W 0 r Z O z w o a� J D LL M (D z a�= o o a � W Revisim # DAe Desaptim 3 5 4 z � R z m C Y 4S o 1n L4.0 PROJECT DATA: MAPRAX LOTIS): 17-00 -3 214700, 4800, 5700,& 5800 SITE ADDRESS: 1601 1 STREET! 16M H STREET SPRINGFIELD, OR 97477 SITE AREA: 0.62 ACRES (4 TAX LOTS COMBINED) BUILDING AREA: EXISTING LEVEL 1: 3550 S.F. TOTAL 3550 S.F. PROPOSED LEVEL 1: 3550 S.F. TOTAL 3550 S.F. TOTAL NET CHANGE 0S.F. ZONE: LOW DENSITYRESIDENTIAL CONSTRUCTION TYPE: VB SPRINKLERS: EXISTINGTHROIGHOUT EXISTINGMEW USES: CHANGE OF USE: B» R-4 (E) BUSINESS (B): OUTPATIENT CLINIC -FORMERLY "ISLAND PARK CHIROPRACTIC" (N) RESIDENTW L (R4): "KAITLIN'S HOUSE" YOUTH DETOX FACILITY GENERAL NOTES: VICINITY MAP: `,,`I MEN SKATE PARK K`�lia �O �P p.T-P PROJECT SITE 1, ALL WORK SHALL COMPLY WITH LOCAL & STATE CODES, ORDINANCES, AND GOVERNMENT AGENCIES. IN THE EVENT OF A CONFLICT, THE MOST STRINGENT REQUIREMENTS SHALL APPLY ANY DISCREPANCIES SHALL BE DISCUSSED WITH THE DESIGNER/ARCHITECT BEFORE CONSTRUCTION IS COMMENCED. 2. CONTRACTOR SHALL EXAMINE AND VERIFY CONDITIONS OF THE JOB SITE. ANY DISCREPANCY BETWEEN THE DRAWINGS AND EXISTING CONDITIONS SHALL BE RECORDED IN WRITING AND REPORTED TO THE DESIGNER/ARCHITECT FOR RESOLUTION PRIOR TO COMMENCEMENT OF WORK. 3. CONTRACTOR TO PATCH AND REPAIR ALL STRUCTURE, FRAMING, AND FINISHES AFFECTED BY CONSTRUCTION. ALL EXISTING CONDITIONS OF THE SITE (INTERIOR AND EXTERIOR) NOT TO BE REMOVED OR DEMOLISHED SHALL BE PROPERLY PROTECTED AGAINST DAMAGE AND POSSIBILITY OF FIRE AND BODILY HARM. 4, ALL PERMITS SHALL BE PROPERLY DISPLAYED ON SITE. GENERAL CONTRACTOR(S) TO BE BONDED/INSURED TO AN AGREEABLE AMOUNT STATED IN THE CONTRACT BETWEEN OWNER ANDCONTRACTOR. 5. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL TRADES, INCLU DING THOSE ITEMS SUPPLIED BY THE OWNER. 6. DD NOT SCALE DRAWINGS. DIMENSIONS SHALL BE FIELD VERIFIED BY CONTRACTOR. ALL DISCREPANCIES SHALL BE DISCUSSED WITH DESIGNER/ARCHITECT PRIOR TO COMMENCEMENT OF WORK. 7. DIMENSIONS OF NEW CONSTRUCTION ARE TO FACE OF FINISH, UNLESS NOTED OTHERWISE. ALIGN NEW FRAMING WITH EXISTING FRAMING, AND NEW FINISHES WITH EXISTING, TYPICAL. ALL SHEEFROCKaYPSUM WALL BOARD (GNB) SHALL BE 5/8" UNLESS NOTED OTHERWISE. NOT TO NII► \I , ��■ 0\I\\`1 HURST PARK ENIE®D LION �F 6 GST 8. MATERIAL CHOICES, FIXTURES AND FINISHES NOT SPECIFIED SHALL BE PRE - APPROVED BY OWNER AND DESIGNER/ARCHITECT. ALL MATERIALS/FIXTURES TO BE NEW UNLESS SPECIFIED OTHERWISE AND SHALL NOT BE SUBSTITUTED UNLESS APPROVED BY DESIGNER/ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 9. ALL CONSTRUCTION MATERIALS SHALL BE PROPERLY STORED AND PROTECTED FROM DAMAGE, THEFT, AND EXCESSIVE HEAT/COLDNOISTURE. 10. WOOD N CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE TREATED. 11. PROVIDE ACCESS TO CONCEALED VALVES, DAMPERS, CONTROLS, JUNCTION BOXES. ETC. 12. CONTRACTOR SHALL PROVIDE & INSTALL STIFFENERS, BRACING, BLOCKING, BACKING PLATES, & SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, SHELVING, AND FLOOR MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT. 13. ANY CHANGE ORDERS (WRITTEN OR DRAWN) NECESSARY FOR PROJECT SHALL BE SIGNED BY DESIGNER/ARCHITECT PRIOR TO ORDERING MATERIALS OR MAKING NEW CONSTRUCTION. 14, SHOP DRAWINGS TO BE SUBMITTED FOR ALL CUSTOM DESIGN ELEMENTS AND MILLWORK/CABINETRY. DESIGNER/ARCHITECT TO SIGN OFF ON SHOP DRAWINGS PRIOR TO CONSTRUCTION COMMENCEMENT. i67<KR11 611 N/LN1IR11&911*U1:1amp 411 1 111 1 I rl1 I - L\E c C I -1-101-1:1 16. ALL WORK, MATERIALS, AND EQUIPMENT TO BE GUARANTEED FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. io ARCHRMURE & DEMOK PC 541.914.0334 M�e®emPR'ddf.wn .eamPM1dab.wn LU O 0 0 a LU O U LU h 7 0 x h Z J F SHEET INDEX: JE Lid cy �'-/�I✓pr1J I-3 ARCHITECTURAL , (� 9,DAtG AO.01 COVER/CODE A0.02 EGRESS PLAN AO.03 EXISTINGiDEMO PLAN `C OPn 6�u A1.01 LEVEL 1 - FLOOR PLAN A2.01 EXTERIOR ELEVATIONS REVISIONS: i n DATE 12.08.2022 JOB 22021 SCALE 1/e"=1b" DRAWN BY BJD VACTUAL CHECKED BY JLF IF THE ABOVE DIMENSIONDOESNOT MEASURE ONE INCH (1') EXACTLY, A0 • 0 THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. PROJECT TEAM: OWNER: G STREET INTEGRATED HEALTH JENNIFER OCKER 1435 G STREET, SPRINGFIELD, OR 97477 PHONE: 541]35.9421 EMAIL: jocks®gsfih. rg ARCHITECT: JENNA L. FRIBLEY, AIA, LEED AP CAMPFIRE COLLABORATIVE: IST ARCHITECTURE & DESIGN, PC 341 MAIN STREET SPRINGFIELD, OR 97477 PHONE: 541.914.0334 EMAIL: jenna®campfirelab.cam LAND USE PLANNER: HST JOHN SCHMIDT, ASLA PRINCIPAL THESATREGROUP 375 WEST 4TH AVENUE, SUITE 201, EUGENE, OREGON 97401 PHONE: 541.315.7228 EMAIL: john®salregr p.cam GST 8. MATERIAL CHOICES, FIXTURES AND FINISHES NOT SPECIFIED SHALL BE PRE - APPROVED BY OWNER AND DESIGNER/ARCHITECT. ALL MATERIALS/FIXTURES TO BE NEW UNLESS SPECIFIED OTHERWISE AND SHALL NOT BE SUBSTITUTED UNLESS APPROVED BY DESIGNER/ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. 9. ALL CONSTRUCTION MATERIALS SHALL BE PROPERLY STORED AND PROTECTED FROM DAMAGE, THEFT, AND EXCESSIVE HEAT/COLDNOISTURE. 10. WOOD N CONTACT WITH CEMENT OR MASONRY SHALL BE PRESSURE TREATED. 11. PROVIDE ACCESS TO CONCEALED VALVES, DAMPERS, CONTROLS, JUNCTION BOXES. ETC. 12. CONTRACTOR SHALL PROVIDE & INSTALL STIFFENERS, BRACING, BLOCKING, BACKING PLATES, & SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF CASEWORK, SHELVING, AND FLOOR MOUNTED OR SUSPENDED MECHANICAL & ELECTRICAL EQUIPMENT. 13. ANY CHANGE ORDERS (WRITTEN OR DRAWN) NECESSARY FOR PROJECT SHALL BE SIGNED BY DESIGNER/ARCHITECT PRIOR TO ORDERING MATERIALS OR MAKING NEW CONSTRUCTION. 14, SHOP DRAWINGS TO BE SUBMITTED FOR ALL CUSTOM DESIGN ELEMENTS AND MILLWORK/CABINETRY. DESIGNER/ARCHITECT TO SIGN OFF ON SHOP DRAWINGS PRIOR TO CONSTRUCTION COMMENCEMENT. i67<KR11 611 N/LN1IR11&911*U1:1amp 411 1 111 1 I rl1 I - L\E c C I -1-101-1:1 16. ALL WORK, MATERIALS, AND EQUIPMENT TO BE GUARANTEED FOR ONE YEAR FROM DATE OF SUBSTANTIAL COMPLETION. io ARCHRMURE & DEMOK PC 541.914.0334 M�e®emPR'ddf.wn .eamPM1dab.wn LU O 0 0 a LU O U LU h 7 0 x h Z J F SHEET INDEX: JE Lid cy �'-/�I✓pr1J I-3 ARCHITECTURAL , (� 9,DAtG AO.01 COVER/CODE A0.02 EGRESS PLAN AO.03 EXISTINGiDEMO PLAN `C OPn 6�u A1.01 LEVEL 1 - FLOOR PLAN A2.01 EXTERIOR ELEVATIONS REVISIONS: i n DATE 12.08.2022 JOB 22021 SCALE 1/e"=1b" DRAWN BY BJD VACTUAL CHECKED BY JLF IF THE ABOVE DIMENSIONDOESNOT MEASURE ONE INCH (1') EXACTLY, A0 • 0 THIS DRAWING WILL HAVE TO BE ENLARGED OR REDUCED AFFECTING ALL LABELED SCALES. OCCUPANCY & EXITING LEGEND I 0 NUMBER OF OCCUPANTS USING 0 180 \ EXIT MAX. NUMBER OF OCCUPANTS ALLOWED THROUGH DOOR PER 1005.3.2; CLEAR DOOR WIDTH 32" CLEAR WIDTH/.2=160 OCC.; SIG" CLEAR WIDTH /.2 = WO OCC. 64" CLEAR WIDTH/.2=320 OCC. a'B COMMON PATH OF EGRESS (1014.3), THE DISTANCE TO POINT WHERE 2 EXIT PATHS ARE AVAILABLE: 75' MAX (NON -SPRINKLED BUILDING) MAXIMUM TRAVEL DISTANCE (1016.2), THE DISTANCE TO THE NEAREST EXTERIOR EGRESS DOOR: 200 MAX (1,1014 -SPRINKLED BUILDING) COMMON PATH OF TRAVEL 48881 • 48881 PATH, TWO EXIT OPTIONS ammo POINT WHERE TWO PATHS OF 1105 EGRESS BEGIN I 305 4IMMI, • 7 DIRECTION OF TRAVEL ..........• OCCUPANCY/INCIDENTAL USE BUSINESS BOUNDARIES FIRE EXTINGUISHERS: 862 /150 KITCHEN ARDS:1(E) 95 F LOADING AREAS: 1 (E) 109 RESTAURANT AREAS: 1(N) FOYER/ENTRY TYPES: /150 WALL MOUNTED, MOUNTING 60 HEIGHT 4 'TO TOP OF STORAGE EXTINGUISHER LOCATIONS: SEE FLOOR PLAN EXIT EXIT SIGNS: o LOCATIONS: SEE FLOOR PLAN B OFFICE 143 SF 09215CE E v w . I* (N) LJ Ri B B EXI (E) KITCHEN HALL MAIN ENTRY 100 SF 95 SF 74 SF B STORAGE \ ES E B B STORAGE RECEPTION 140 SFj 109 SF SF M.L.F. = OCCUPANTS RESIDENTIAL GROSS BEDROOMS 1105 /2110 HALLWAY 305 /200 KITCHEN 100 /200 BUSINESS GROSS OFFICES 862 /150 HALLWAY 95 /150 RECEPTION 109 /150 FOYER/ENTRY 157 /150 W.C. 60 / 150 STORAGE GROSS STORAGE 154 /300 UTILITY 91 /300 ASSEMBLY NET DINING 157 /15 LIVING 151 /15 B ' OFFICE R-4 =51=F� BEDROOM 276 SF 9' �uL=N FI it ? T • 4� • 4� • • � B •m OFFICE B 2]5 SF FFF ILITY 1 SF LIVING ROOM 151SF C B STAFF 101 SF 6 2 1 6 1 1 2 1 1 1 11 11 TOTAL OCCUPANT LOAD = 44 R-4 BEDROOM 2]5 SF Ri (E) HALL 32' • 305 SF • 4MMI` • 4IMIM' • 4MMI` • 4MMIM I R4 Ri BEDROOM BEDROOM 2595E 1 295 SF 1"ACTUAL 'I I IF THE ABOVE DIMENSION WESNOT MEASURE ONE NCH (1'1 EJUCTLY, THIS DRAWING WILL Hh ETOBE ENIARGED OR REWCED AFFECTING ALL LABELED WALES. �J ����]/Qf CO LL4Hp0.���, CAMPFIRE COLLABORATIVE: ARCHITECTURE & DESIGN, PC Ml 8140334 M1d�No�camplvdab.can mnPM1dab.wn CO n.3 DDAf , 7 O OF col REVISIONS: 771 DATE 12.08.2022 JOB 22021 SCALE 1/e"=1'41" 6 DRAWN BY BJD � CHECKED BY JLF >< A0.02 MAIN ENTRY I I 100 OFFICE A2.01 C a 105 103 F HALL (e) 104 0 KITCHEN 10 ECEPTION 102 OFFICE TORAGE I r� A2.D1 107 106 IDINING ROOM COUNSELING 111I F113 L FOYER HALL 109 112 OFFICE 81 SF 108 LIVING ROOM 110 t E I UTILITY EXAM ROOM 4201 114 F115 CVCL I - BEDROOM F- BEDROOM 119 L 118 BEDROOM BEDROOM 116 7 71F7 0 CAMPFIRE COLLABORATIVE: ARCHITECTURE A DESIGN, M 541 8140334 M1tllo�camplvdab.can w.w.mnPM1dab.wn Q J IL a O O w LL LU rc Z (1) x F O w F Z O ww z J LL 20 Z Q~Q z —z U Y z $y 2 A2.01 JE L n .-3 r. D,ORLGk , 0 OF 0oll;6l REVISIONS: 771 DATE 12JI&MM JOB M121 SCALE UBvu. 6 c DRAWN BY BJD 1"ACTUAL CHECKED BY JLF IF HEA MEASURE ONE INC (T) O EXACTLY. A 1.01 MEASURE ONE NCH (1'1 EJUCTLY, THIS DRAWING WILL HAVE TO BE ENIARGED OR REDUCED [ AFFECTING ALL LABELED WALES. I FIXTURE COUNT EXISTING REMOVED NEW TOTAL NECHGN W.C. 5 D D 5 LAVATORY 1 D D 1 SINK 8 D D 6 WATER HEATER 1 D D MOP SINK 1 D 8 BEDROOM F- BEDROOM 119 L 118 BEDROOM BEDROOM 116 7 71F7 0 CAMPFIRE COLLABORATIVE: ARCHITECTURE A DESIGN, M 541 8140334 M1tllo�camplvdab.can w.w.mnPM1dab.wn Q J IL a O O w LL LU rc Z (1) x F O w F Z O ww z J LL 20 Z Q~Q z —z U Y z $y 2 A2.01 JE L n .-3 r. D,ORLGk , 0 OF 0oll;6l REVISIONS: 771 DATE 12JI&MM JOB M121 SCALE UBvu. 6 c DRAWN BY BJD 1"ACTUAL CHECKED BY JLF IF HEA MEASURE ONE INC (T) O EXACTLY. A 1.01 MEASURE ONE NCH (1'1 EJUCTLY, THIS DRAWING WILL HAVE TO BE ENIARGED OR REDUCED [ AFFECTING ALL LABELED WALES. I CAMPFIRE COLLABORATIVE: ARCHITECTURE A DESIGN, PC 541 814 0334 ROOF � nd�o®campnrdab.com ® — — ®. — 8• oV amPM1dab.wn —LEVEL�1 n WEST ELEVATION n EAST ELEVATION U 3/32" = 1'-0" L 3/32 == 1'-0" z O w m Q w p LU "xF OT LU = K $K y WD Z O ww LU J LL 20 ~ ~~Q z -z LU Y w $$ El ® ® ® ® LEVEL 1 ��n - � y 3 NORTH ELEVATION y -0" � OF 0oe REVISIONS: 771 _ _ _ ROOF DATE 12JI&MM JOB 22821 SCALE 3/32"=1'-0" n LEVEL 1 n DRAM BY B.ID `a - � 1"ACTUAL CHECKED BY JLF n SOUTH ELEVATION RMTMFASUR�E ONE NCHS(G EXACTLY.No 3/32 = 1 -0 TIS DR WING WILLHhVETOBE A2.01 w ENIARGED OR REDUCED [ AFFECTING ALL LABELED WALES. C