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HomeMy WebLinkAboutPlan, Tentative APPLICANT 4/20/20230 C A 0 2 1 3 1 1 5 0]Nmelel0011NO] 901"M10Rill 111111=knIMI I TO G STREET ------------------- I ------------------ I [E-1] ❑❑ i� EXISTING ROOF CANOPY EXISTING MAIN ENTRY J I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I :x11]1]11[• SITE REVIEW FLOOR PLAN Vv =I -0 E 3 III II L --------J NORTH • I St Willamalane Park© Horseshoe Pits malane Park Swim Center PROJECT TEAM OWNER OREGON UROLOGY INSTITUTE 2400 HARTMAN LANE SPRINGFIELD OR 97477 PHONE: (541) 334-3350 CONTACT: PATRICK ALDINGER CONTACT EMAIL: PATRICK@OREGONUROLOGY.COM ;4;i] I p91:i1L91 [•J � X41: h.1 JI I:] �:t.'I•I•) � 691:tg411 [•] MANAGER/ LAND USE CODE ANALYSIS BASED ON THE CITY OF SPRINGFIELD DEVELOPMENT CODE GENERAL SHEET INDEX CONTRACTOR PHONE: (541) 687-9445 CONTACT: TIM CABBLE 01 -GENERAL CONTACT EMAIL: TCABBLE@CHAMBERS-GC.COM TAX MAP: 17033622 LOTS 6600 AND 7000 132 EAST BROADWAY, SUITE 540 EUGENE, OR 97401 G100 PROJECT INFORMATION ZONING: GO- GENERAL OFFICE WITH HOSPITAL SUPPORT OVERLAY ZONE G200 EXTERIOR ELEVATIONS MINIMUM LOT AREA 6,000 SF (41j 12 SF EXISTING) 02-GIVIL PLANNING 160 E BROADWAY C100 CIVIL STORMNATER MANAGEMENT PLAN MINIMUM FRONTAGE 50-0" (21(Y-5 SW EXISTING) CONTACT: JUSTIN LANPHEAR SETBACKS: 5FOOT PAVING 03 -LANDSCAPE CAPITAL ENGINEERING & CONSULTING LLC 10 FOOT BUILDING L000 EXISTING CONDITIONS PLAN PHONE: (541) 510-4225 L100 SITE PLAN MAXIMUM BUILDING CONTACT EMAIL: IRIS@CAPITALENGINEERING.COM L200 GRADING PLAN HEIGHT: 35-0"MAXIMUM (25-61/2 EXISTING) L300 IRRIGATION PLAN VEHICLE PARKING: 34 REQUIRED (38 EXISTING) L400 LANDSCAPE PLAN L500 DETAILS BICYCLE PARKING: 2 REQUIRED (18 EXISTING) REFERENCE DRAWINGS 03.0 SITE UTILITY PLAN -FOR REFERENCE I St Willamalane Park© Horseshoe Pits malane Park Swim Center PROJECT TEAM OWNER OREGON UROLOGY INSTITUTE 2400 HARTMAN LANE SPRINGFIELD OR 97477 PHONE: (541) 334-3350 CONTACT: PATRICK ALDINGER CONTACT EMAIL: PATRICK@OREGONUROLOGY.COM ;4;i] I p91:i1L91 [•J � X41: h.1 JI I:] �:t.'I•I•) � 691:tg411 [•] MANAGER/ 3028 JUDKINS RD #1 GENERAL EUGENE, OR 97403 CONTRACTOR PHONE: (541) 687-9445 CONTACT: TIM CABBLE CONTACT EMAIL: TCABBLE@CHAMBERS-GC.COM ARCHITECT ROBE RTSONISHE RWOODIARCH ITECTS PC 132 EAST BROADWAY, SUITE 540 EUGENE, OR 97401 PHONE: (541) 342-8077 CONTACT: LANA SADLER CONTACT EMAIL: LSADLER@ROBERTSONSHERWOOD.COM LANDSCAPE CAMERON MCCARTHY LANDSCAPE ARCHITECTURE AND ARCHITECT PLANNING 160 E BROADWAY EUGENE OR 97401 PHONE: (541) 485-7385 CONTACT: JUSTIN LANPHEAR CONTACT EMAIL: JLANPHEAR@CAMERONMCCARTHY.COM CIVIL ENGINEER CAPITAL ENGINEERING & CONSULTING LLC 1430 WILLAMETTE ST, SUITE 325 EUGENE OR 97401 PHONE: (541) 510-4225 CONTACT: IRIS LEA LORELLE, P.E. CONTACT EMAIL: IRIS@CAPITALENGINEERING.COM VICINITY MAP B Oregon Vein Center Oregon Vein Center-© Doctor fn Springfe... ©Skate park and Basketball courts McKenzie -Willamette 45 a Medical Ctr O r G Gt c St Oregon Urology Institute 1457 G Street Springfield, OR 97477 F St F St 9 Looking Glass Counseling Program... J T E St O E St G St St. Alice Catholic Church 9 F St h,Sy Oakmont Family Denial - Springfeid v 9 Willamette Valley Dermatology F St E St 5 H Sr Mixon © Marylhurst F St E 9 Life Adv NORTH K E 0 Roberkson Sher wood I Architects n 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 ,eDSCOTT C7 STOLA CZYK 4578 y 4g OF ORS W Z H O � � Z � � O Q Wa) J O~W a O W W Q U LU Z W W W ZEL OO N(') LV Vr Q 0 Z W W 0 ti W O W cn cn MARK DATE DESCRIPTION ISSUE DATE: 17 MARCH 2023 ISSUE: SITE REVIEW APPLICATION PROJECTNO: 2235 DRAWN BY: MM CHECKED BY: SS ©RNERTSCN I SHR'.W000IARCHMCR PC MM CPX3NAL5 MSM2" PROJECT INFORMATION G100 0 C F1 AI NEW DOWNSPOI NORTH ELEVATION 1 12 3 14 15 �, IXISTINGTRASH J V�VV� V•� EMSTING BUILDING V•V NEWADDITION IXISTING BUILDING ' ENCLOSURE f a EAST ELEVATION /r_,,.(r tKULUJUKt IXISTING BUILDING SOUTH ELEVATION ,/Ir IXISTING BUILDING WEST ELEVATION 2 3 4 5 �' AV Robeftm I Sherwood I Architects a 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 ,eD mac' SCOTT C7 STOLA CZYK 4578 y eg OF ORS P:o O U) p ti z Q U LU rn -j O ~W 0- Ow W O Q U p Z �j w DO N� LJ Vr Q U' Z �' W p ti W O c/) cn MARK DATE DESCRIPTION ISSUE DATE: 17 MARCH 2023 ISSUE: SITE REVIEW APPLICATION PROJECTNO: 2235 DRAVM BY: MM CHECKED BY: SS ©RCB911 l3 MWOCOIARCHMMPCMM C GALS MUM2" EXTERIOR ELEVATIONS G200 E a 5 m CIVIL STORMWATER MANAGEMENT PLAN SCALE: 1" = 20' EXISTING DUAL CATCH BASIN DISCHARGE PIPES DAYLIGHTS THROUGH EXISTING CURB (2) 3" SO FL=459.26' 2 3 G STREET EXISTING BUBBLER AREA DRAIN RIM=460.40' 6" SO FL=459.00' PLAN SCALE 20 0 10 20 40 1 INCH = 20 FT. I EX PROPERTY LINE, TYP. N9954.50, E10215.69 CONNECT TO EXISTING 6" STORM DRAIN EX 6" FL =459.26'± INSTALL 6" WYE EXISTING AREA DRAIN AND STORM DRAIN TO REMAIN AND BE PROTECTED IN PLACE RIM= 460.95' N9942.89, E10235.39 RG Ml OVERFLOW STRUCTURE RIM=461.50' 6" FL=459.49' CONST 6" SO 22.9 LF S=0.0100 FT/FT PROPOSED 289 SF STORMWATER FILTRATION RAIN GARDEN (RGMl)Q2 TOP OF RAIN GARDEN= 461.67' TOP OF GROWING MEDIUM = 461.00' N9928.67, E10239.15 INSTALL 4" WYE 4" SO FL= 461.12' CONST 4"SD 12.4 LF S=0.0100 FT/FT OUTFALLTO RGM1=461.00'ti N9926.05, E10241.02 ROOF DS CONNECTION�1 4" SO FL= 461.16' CONST 4"SD 3.7 LF S=0.0100 FT/FT N9926.05, E10238.62 FOUNDATION DRAIN CONNECTION WITH BACKFLOW VALVE 4" SO FL= 461.13' CONST 4"SD 2.8 LF S=0.0050 FT/FT NI N n SHEET NOTES 1. PROPOSED ON-SITE STORMWATER IMPROVEMENTS WILL BE PRIVATELY MAINTAINED PER CITY OF SPRINGFIELD STANDARDS. 2. REFER TO TOPOGRAPHIC SURVEY FOR EXISTING CONDITIONS AND LEGEND. 3. USE BUILDING APPROVED MATERIALS FOR ANY AND ALL ELEMENTS OF STORM DRAIN SYSTEM INSTALLED WITHIN 2 -FEET OF BUILDINGS OR OTHER STRUCTURES. 4. ROOF DRAINAGE FROM THE PROPOSED ROOF AREA WILL BE CONVEYED THROUGH DOWNSPOUTS AND INTO THE STORM DRAIN PIPING, AS SHOWN. 5. CONTRACTOR SHALL VERIFY EXISTING PIPE ELEVATIONS, SIZES, ORIENTATION AND PIPE CONDITIONS PRIOR TO STARTING CONSTRUCTION. NOTIFY ENGINEER OF DISCREPANCIES. CONSTRUCTION NOTES 1. ROOF DOWNSPOUT CONNECTION. SEE ARCHITECTURAL AND PLUMBING DRAWINGS FOR CONTINUATION. 2. CONSTRUCT STORMWATER FILTRATION RAIN GARDEN. REFER TO DETAIL 2/CI00. SEE LANDSCAPE DRAWINGS FOR PLANTING PLAN. 3. CONSTRUCT STORMWATER RAIN GARDEN OUTFALL PER DETAIL 3/CII0. 4. INSTALL CLEAN OUT PER DETAIL 2/CII0. 5 FILTRATION RAIN GARDEN NOT TO SCALE ri 5 Robertsons Shervri Architects RE 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 CAPITAL ENGINEERING d CONSULTING, LLC 1430 Willamette Street#325 Eugene, Oregon 97401 www_cepilalengineerini 541-5104225 PED PROFFQ� O��NG INl;F ` \v �0 P�G�\O EXPIRATION DATE: 06/30/23 LU Z c O o C 3:1 MAY. 2 IT MIN ' SIDE SLOPES Mi 1801-01 . TOP) MBiRON p ON N OVERFLOW ti 461.50' Z Q LL ELEV 461.00' � ELEV 461.00' W NM ELEV 460.00' O H O Y_ LU ,r w MIN ROOK LU ELEV 459.00' Rim Fnarlc O DrEAROW TO PPPAOYED LULU 06CHWif£ PqM ELEV 459.49' 1. Provide protection from all vehicle traffic, equipment staging, 6. Drain rock: Z W and foot traffic in proposed infiltration areas prior to, during, a. Size: 3/4"-2-1/2" washed Z and after construction. It. Depth. 12" Minimum Cl) 2. Dimensions: 7. Drain rock later shall be separated form the growing medium 00 a. Depth of rain garden: 6' minimum and 12' maximum and the surround soils by a gectexlile filter fabric. b. Flat bottom width: 2' min. 0Z G Side slopes of Rain Garden: 3:1 maximum. 8. Growing medium'. a LU a. 12' minimum ti 3. Setbacks: b. Imported topsoil or amended native topsoil. a. Infiltration rain gardens must be 10' from foundations and 5from property, lines. Vegetation: Follow landscape plans otherwise refer to plant list in Filtration Rain Garden do not require a setback with SWMM Appendix F. Number of plantings per 100sf of facility area: Cl) an approved waterproof liner. a.IDO Ground Covers, OR If. 80 Ground Covers, 2 Large Shrubs 4 Small Shrubs 4. Overflow: and 1 tress (deciduous or evergreen) a. Overflows are required unless sized to fully infiltrate the flood control design stout. 10. Install washed pea gravel or river rock to transition from b. Inlet elevation must allow for 2"offreebozrd, inlets and splash pad to growing medium. minimum. 5. Piping. Minimum 3" pipe required for up to 1,500 sq ft of Impervious area, otherwise 4" min. Piping material, slopes and installation shall fallow the Uniform Plumbing Code. CITY OF FILTRATION RAIN GARDEN FATE 102014 SGLE INTOEUGENE, OREGON oRAwN er srvG gen DEPARTMENT OF PUBLIC WORKS TYPICAL DETAILS ENGINEERING DIVISION FILTRATION RAIN GARDEN NOT TO SCALE ri 5 Robertsons Shervri Architects RE 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 CAPITAL ENGINEERING d CONSULTING, LLC 1430 Willamette Street#325 Eugene, Oregon 97401 www_cepilalengineerini 541-5104225 PED PROFFQ� O��NG INl;F ` \v �0 P�G�\O EXPIRATION DATE: 06/30/23 LU Z O H p N p ti Z Q � LU O H Y_ LU LU O 0 LULU Lup Z W LU Z Cl) 00 0Q 0Z a LU p ti LU O Cl) Cl) ISSUE DATE: 29 MARCH 2023 ISSUE: SITE REVIEW APPLICATION PROJECT NO: 2035 DRAWN BY: AWS CHECKED BY: ILL QROBEMSON ISHERWOOD DROHITECES PG 231 ORGINKSHEETSRE 2ndix CIVIL STORMWATER MANAGEMENT PLAN C100 FBI W A I 1 I 2 M L 20' Existing M 3 q r-� M EXISTING BACKFLOW PREVENTOR To Remain EXISTING RIBBON RACK r BIKE PARKING Q (18) covered spaces FV I To Remain I II NIA N ` off\ I �iA �ION \I I yv I-- �P I a4' -log" EASEMENTS: (D 10' UTILITY EASEMENT RECORDED 2/10/1948 BK 366 PG 303, RECEPTION NO. 59236 EASEMENTS LANE COUNTY RECORDS To Remain ® 8.0' UTILITY EASEMENT RECORDED 6/23/1955 RECEPTION NO. 61828 LANE COUNTY RECORDS ® 10' UNDERGROUND COMMUNICATION EASEMENT, RECORDED 8/17/1990 RECEPTION NO. 90-39590 LANE COUNTY RECORDS EXISTING CONDITIONS PLAN EXISTING 'STOP HERE --] FOR CROSSWALK' SIG To Remain 24' Existing curb cut EXISTING TRASH ENCLOSURE : J Trash receptacle with steel framing and sloped metal roof cover. 6 -ft wood fence and gate. 10 EXISTING CONCRETE SIDEWALK EXISTING EASEMENT h777 ' To Remain @I T 4 6• PORTION OF EASEMENT I } 65'-911, TYP. 1 0 1 o II f I IPS � i I an I I i I J I I ) In z EXISTING CONCRETE M SIDEWALK 6 Existing curb cut 59' -lig" ❑' I DHL EXISTING LED STREET LIGHT To Remain LANDSCAPE REPAIR Remove existing plants and mulch Existing soil to remain. EXISTING AREA DRAIN Protect to Remain :zelxlru� I1run� I11.1aaM:l l9x•11N7►1911►N1►15� EXISTING IRRIGATION AND IRRIGATION VALVES Protect to Remain. Field locate existing irrigation mainline, laterals and valves. Determine if locations will be impacted by work of this project. Salvage existing irrigation equipment for reuse. See Irrigation Plan. EXISTING ARBORVITAE HEDGE Protect to Remain Evergreen continuous; approximately 10 -ft height I EXISTING AREA DRAIN To Be Removed EXISTING IRRIGATION AND IRRIGATION VALVES Protect to Remain. Field locate existing irrigation mainline, laterals and valves. Determine if locations will be impacted by work of this project. Salvage existing irrigation equipment for reuse. See Irrigation Plan. SCALE 1" = 20'-0" 0' 10' 20' 40' NORTH 1 Hdv- 0 3 LEGEND o a + EXISTING TREE Protect to remain EXISTING STREET TREE Protect to remain EXISTING TREE To Be Removed �--�� TREE PROTECTION FENCING 00000 EXISTING VEGETATIVE SCREEN Protect to remain EXISTING ROCK FLOW SPREADER To Remain ® EXISTING IRRIGATION VALVE Protect to remain EXISTING CATCH BASIN Protect to remain EXISTING AREA DRAIN Protect to remain EXISTING LIGHTPOLE To Remain RFP BACKFLOW PREVENTION VAULT To Remain OVERHEAD POWER LINE To Remain NOTES 1. Survey information from survey developed, by: Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T: 541-686-8478 F: 541-345-5303 Contact: Clell Goodwin Survey dated: December 6, 2006 2. All easements to remain unless otherwise noted on drawing. 3. Protect trunks, limbs, roots, and root zones of existing trees to remain. 4. According to National Flood Insurance Program Flood Insurance Rate Map (FIRM) Map number 41039C1142F Panel 1142, dated June 2, 1999, this property is within Zone X (areas determined to be outside the 500 -yr floodplain). 5. The property falls between the 10 year and 20 year Time of Travel Zones, as delineated on the Wellhead Protection Area Maps. 6. Watering - Water trees if required by the Owner's Representative. Watering will be required if it isjudged that root removal is necessary for construction and threatens the survival of the tree. Use a slow drip or soaker hose to provide one inch water per week until completion of construction. 7. Tree Protection Fence -Install fence during initial mobilization at the site and maintain until substantial completion. Fence is 4 -foot orange construction fencing and secured with rigid metal, plastic, or wood posts 6' min. length and adequate strength to support fencing and resist wind and moderate live loads. 8. Protection Zone - Boundaries as indicated and directed by the Owner's Representative. Enclose areas with 4 -foot orange construction fencing. Obtain advance written authorization from the Owner's Representative for removal or modification of fencing. There shall be no work conducted in the enclosed area, no storage, no traffic nor other activity not previously approved. 9. Verify existing elevations where new work abuts existing to remain. notify owner's representative of any discrepancies. 10. Existing irrigation on site, outside of project limit, to remain in working condition throughout construction. Refer to irrigation plans for additional information. 1 1 2 1 3 1 4 1 5 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 CAMERON MCCARTHY 160 E emadway, Eugene, OR 97401 133 SW Intl Ave. Ste. 410, Portland, OR 97204 541-485-7385 www.cameronmccarthy.com 71 K V !13! O RE ON 1.441 �c4 PE SIX LLl PROPERTY LINE -- PROJECT LIMIT LINE — - — - — - EXISTING SETBACKS O 5 -ft parking setback 10 -ft building setback EXISTING PLANT BED ® Protect to Remain LANDSCAPE REPAIR Remove existing plants and mulch Existing soil to remain. O EXISTING PLANT BED To Be Removed o a + EXISTING TREE Protect to remain EXISTING STREET TREE Protect to remain EXISTING TREE To Be Removed �--�� TREE PROTECTION FENCING 00000 EXISTING VEGETATIVE SCREEN Protect to remain EXISTING ROCK FLOW SPREADER To Remain ® EXISTING IRRIGATION VALVE Protect to remain EXISTING CATCH BASIN Protect to remain EXISTING AREA DRAIN Protect to remain EXISTING LIGHTPOLE To Remain RFP BACKFLOW PREVENTION VAULT To Remain OVERHEAD POWER LINE To Remain NOTES 1. Survey information from survey developed, by: Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T: 541-686-8478 F: 541-345-5303 Contact: Clell Goodwin Survey dated: December 6, 2006 2. All easements to remain unless otherwise noted on drawing. 3. Protect trunks, limbs, roots, and root zones of existing trees to remain. 4. According to National Flood Insurance Program Flood Insurance Rate Map (FIRM) Map number 41039C1142F Panel 1142, dated June 2, 1999, this property is within Zone X (areas determined to be outside the 500 -yr floodplain). 5. The property falls between the 10 year and 20 year Time of Travel Zones, as delineated on the Wellhead Protection Area Maps. 6. Watering - Water trees if required by the Owner's Representative. Watering will be required if it isjudged that root removal is necessary for construction and threatens the survival of the tree. Use a slow drip or soaker hose to provide one inch water per week until completion of construction. 7. Tree Protection Fence -Install fence during initial mobilization at the site and maintain until substantial completion. Fence is 4 -foot orange construction fencing and secured with rigid metal, plastic, or wood posts 6' min. length and adequate strength to support fencing and resist wind and moderate live loads. 8. Protection Zone - Boundaries as indicated and directed by the Owner's Representative. Enclose areas with 4 -foot orange construction fencing. Obtain advance written authorization from the Owner's Representative for removal or modification of fencing. There shall be no work conducted in the enclosed area, no storage, no traffic nor other activity not previously approved. 9. Verify existing elevations where new work abuts existing to remain. notify owner's representative of any discrepancies. 10. Existing irrigation on site, outside of project limit, to remain in working condition throughout construction. Refer to irrigation plans for additional information. 1 1 2 1 3 1 4 1 5 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 CAMERON MCCARTHY 160 E emadway, Eugene, OR 97401 133 SW Intl Ave. Ste. 410, Portland, OR 97204 541-485-7385 www.cameronmccarthy.com 71 K V !13! O RE ON 1.441 �c4 PE SIX LLl Z DRAWN BY: NL CHECKED BY: H O ORtl1Y51FET5 Mar H Q � LU ti cn 0 W Lu W O O V W W � LU _ J W Z 1.1_ LU Z � Cl) 00 _J 0Q 0Z 111 - LU LU p ti H O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL C).CE'cnsox CRENcoo MWREC3 KHILI ORtl1Y51FET5 Mar EXISTING CONDITIONS PLAN L000 FBI W A I A A I Z I I I I H I I I I I I I I I I E, I H I J Q I z I < LU I I � a I O I W LU I I LU O I O ® I LU I � o v I LU a W i LULD Z N 00 EASEMENTS To Remain SITE PLAN 20' 2 G STREET 210'-8g" ----------------�---- L 84'-108" EXISTING'STOP HERE FOR CROSSWALK' SIG To Remain 24' Existing curb cut 09 (11) PARKING STALLS EXISTING BACKFLOW PREVENTOR To Remain EXISTING RIBBON RACK BIKE PARKING (18) covered spaces To Remain q_ II II I I t� V _y I EASEMENTS: Q 10' UTILITY EASEMENT RECORDED 2/10/1948 RK 366 PG 303, RECEPTION NO. 59236 LANE COUNTY RECORDS ® 8.0' UTILITY EASEMENT RECORDED 6/23/1955 RECEPTION NO. 61828 LANE COUNTY RECORDS ® 10' UNDERGROUND COMMUNICATION EASEMENT, RECORDED 8/17/1990 RECEPTION NO, 90-39590 LANE COUNTY RECORDS 3 —EXISTING CONCRETE SIDEWALK I BUILDING EXISTING BUILDING ADDITION TOTAL GROSS LOT AREA = 41, 112.11 SI- + r CONCRETE I SIDEWALK LyI I ' I I a I a 24'-Og" Existing curb cut 59'-118" + 0 OHL EXISTING LED STREET LIGHT To Remain LANDSCAPE REPAIR PROJECT LIMIT LINE — CONCRETE CURB AND SIDEWALK 1 2 1500 Ls00 — AREA DRAIN VEGETATED RAIN GARDEN 7 STORMWATER FACILITY soo EXISTING ARBORVITAE HEDGE Protect to Remain SCALE 1" = 20'-0" 0' 10' 20' 40' NORTH 11 N 4 1 5 1 1 2 1 3 1 4 LEGEND — — PROPERTY LINE ®� PROJECT LIMIT LINE ----------- EXISTING SETBACKS 5 -ft parking setback 10 -ft building setback o ' + EXISTING TREE Protect to remain EXISTING STREET TREE Protect to remain EXISTING VEGETATIVE SCREEN Protect to remain PROPOSED TRE ELs`'oo� EXISTING IRRIGATION VALVE Protect to remain EXISTING AREA DRAIN Protect to remain EXISTING LIGHTPOLE To Remain ° OVERHEAD POWER LINE To Remain ® LANDSCAPE REPAIR 5 Irrigated Lsoo 1,590 sf O STORMWATER RAINGARDEN FACILITY 7 Irrigated ksL50O 289 sf CONCRETE PAVING Z 4 Lsoo AREA DRAIN PROJECT INFORMATION TOTAL LOT AREA: 41,112 SF BUILDING AREA QNCLUDING ADDITION): 10,252 SF (25%) PARKING AREA 17,861 SF (43%) SIDEWALK AREA 2,901 SF (7%) LANDSCAPE AREA 10,098 SF (25%) NOTES 1. Survey information from survey developed, by: Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T: 541-686-8478 F: 541-345-5303 Contact: Clell Goodwin Survey dated: December 6, 2006 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. Repair any damage to existing pipes, utilities or related facilities at Contractor's expense in a manner approved by Owner's Representative. 3. Barricade and protect trunks, limbs, roots and root zones beyond dripline of existing trees and plant materials to remain as directed by Owner's Representative. Cut no limbs or roots larger than 2" in diameter without approval of Landscape Architect. Notify Owner's Representative prior to performing any excavation within protection areas. 4. All accessible components including, but not limited to signs, ramps, tactile warning, markings, etc. shall conform to all Oregon State Standards for parking and access for the disabled, and the City of Springfield Development Code. Obtain Owner's Representative approval prior to installing any related work. 5. Verify existing elevations where new work abuts existing to remain. Notify Owner's Representative of any discrepancies. 6. Match existing paving pattern to new concrete paving pattern at limit of work. 7. Cease layout work and notify Owner's Representative of any discrepancies in Project Benchmarks, Control Points, coordinates, dimensions, degrees, locations, stakes, etc. Obtain approval prior to executing any layout work different from that shown or specified. 8. All concrete paving joints not specifically dimensioned shall be equally spaced between shown or noted limits. 9. All coordinates and dimensions are at face of element (curb, walk, building, or wall) unless noted otherwise. 10. Within 112 mile of the Project Site, there are two existing LTD transit facilities. There are no future planned LTD facilities within 112 mile of Project Site at this time. Existing facilities: Willamalane Swim Park off G Street (1276 G Street), roughly.2 miles from the site. McKenzie Willamette Medical Center, off Mohawk, also .2 miles from the site. 5 Q1 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 CAMERON MCCARTHY 160 E Emadway, Eugene, OR 97401 133 SW 2ntl Nve. S[e.4t o, Portlantl, Ok 9]204 W-485-7385 www.cameronmccarthy.com 4✓�y1ST$4�' 4 71 e:6 K113! RE ON tif-�w s 1 PE XVc LU Z H O H Q LU ti cn O W LU LU O O V LU LU � LU _J W LULD Z N 00 0Q 0Z a LU p LU r O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL Qro[ammxlsxuvaao lexan[crsxtmi ONM& EETE MV SITE PLAN L100 1 12 13 14 15 L3 BC 461.25 l460.35 - - - - -- -- -- I 460 -- - - - -- -- - TC 460.95 - - 459.60 460.10 462.17 460.50 � BC 460.45 ITC VMTC 459.65 ilv.RX VM TC 461.50 BC 460.95 TC 459.70 HPXXX.XX TC 459.75 G STREET -460- -2 I xXX.xx C SAME STORM TOP XXX.XX BC SAME 460- -� 460.15 ---\-VMTC VM 461.55/ 461- VMTC 459.45 MATCH EXISTING 459.50 _ MATCH EXISTING 460.00 461.30 VM 459.63 1 LU TC 461.55 TC 461.70 VM 459.75 - SAME BC SAME W BC 461.05 BC 461.20 1 W VMTC 460.05 I O 462.15 -TC 460.20 - W TC 460.0 I I TC 460.45 MTC460.00 VM 460.15 Z M M ,1+ BC 459.95 M M M D AD 460.30 - --------t VM 460.10 _ -J TC 460.40 BC 459.90 •� -46� i / r ,AD 460.40 TC 460.80 �• 460.15 OHL 111 - LU W p ti BC 460.30 H - - - - 462.10 - � - 459.95 - - - - 6 Cl) t e A 1 TC 460.15 I 460.65 L3 BC 461.25 l460.35 I I VM VM TC 461 BC 46( FULL HT. TC 460.95 AD 460.10 462.17 460.50 BC 460.45 TC 461.45 BC 460.45 ITC VMTC 462.10 ilv.RX VM TC 461.50 BC 460.95 461125 HPXXX.XX VM BC 461.00 T STORM AREA DRAIN xXX.xx / BC460.75 TC 461.30 / BC 460.80 / TC 461.75 BC 460.25 0 L TC 461.55 BC SAME I \/ IG I BC 462.17 462.15 461.65 TC 462.05 BC 461.55 11i 1. 1.,. / BC 460.75 TC 461.80- BC= TC ` BC 460.35 I t CURBNOT� I I I VM VM TC 461 BC 46( FULL HT. \ 1 462.17 460.50 VM 461.25 , VMTC 462.10 ilv.RX VM TC 461.50 } VERIFY MATCH ELEVATION HPXXX.XX VM BC 461.00 T STORM AREA DRAIN xXX.xx i STORM TOP XXX.XX 462.15 STORM BOTTOMXXX.XX VM 461.55/ 461- - 461.90 TC 460.60 �, HP 461.30 '. BC/4�61.4 I�! TC 462.05 v VM 461.85 + BCSAME 46215 I BUILDING I ADDITION I FFE 462.20 EASEMENTS: 6' PORTION OF EASEMENT Q 10' UTILITY EASEMENT VM 460.00 RECORDED 2/10/1948 RK 366 PG 303, RECEPTION NO. 59236 LANE COUNTY RECORDS ® 8.0' UTILITY EASEMENT RECORDED 6/23/1955 RECEPTION NO. 61828 LANE COUNTY RECORDS ® 10' UNDERGROUND COMMUNICATION EASEMENT, RECORDED 8/17/1990 RECEPTION NO. 90-39590 LANE COUNTY RECORDS GRADING PLAN TC 461.60 /'r4 m- I I BC 461.05 i I I � I CB RIM 460.40 TC 461.10 BC 460.60 461.20 2 TC 461.05 BC 460.55 461.05 I STORM TOP 461.67 STORM BOTTOM 4 ITotal facility: 289sf I p� I I I 469 15 ;462/0 ' I VM 461.75 - I/ TP 462.00 TP 461.85 W@[18C4 TC 462.00 '461.75 BC 461.50 46T -2S I TC 461.95 I BC 461.45 II TC 461.50 BC 461.00 ITC 461.45 BCNG 46( J 6` 4l 12U BC 460.90 PROJECT LIMIT LINE FFE: 462.20 TREE CENTERS O �I 462.17 460.50 \ TC 460.95 XXXXX SPOT ELEVATION VMTC 462.10 ilv.RX VERIFY MATCH BOTTOM OF CURB ELEVATION VMXXXXX VERIFY MATCH ELEVATION HPXXX.XX -VM 460.05 STORM AD STORM AREA DRAIN xXX.xx S7TC 460.55 STORM TOP XXX.XX 462.15 STORM BOTTOMXXX.XX VMBC 460.05 461- - 461.90 TC 460.60 �, EXISTING LIGHTPOLE To Remain 1 LU TC 461.55 TC 461.70 0 W BC 461.05 BC 461.20 1 W O O 462.15 462.17 W TC 460.0 I I Z BC 460.440 ,1+ Z E 1 Cl) AD 460.30 - --------t I -L-_ -J 0Q 0Z 111 - LU W p ti H 462.10 f_ O EASEMENTS: 6' PORTION OF EASEMENT Q 10' UTILITY EASEMENT VM 460.00 RECORDED 2/10/1948 RK 366 PG 303, RECEPTION NO. 59236 LANE COUNTY RECORDS ® 8.0' UTILITY EASEMENT RECORDED 6/23/1955 RECEPTION NO. 61828 LANE COUNTY RECORDS ® 10' UNDERGROUND COMMUNICATION EASEMENT, RECORDED 8/17/1990 RECEPTION NO. 90-39590 LANE COUNTY RECORDS GRADING PLAN TC 461.60 /'r4 m- I I BC 461.05 i I I � I CB RIM 460.40 TC 461.10 BC 460.60 461.20 2 TC 461.05 BC 460.55 461.05 I STORM TOP 461.67 STORM BOTTOM 4 ITotal facility: 289sf I p� I I I 469 15 ;462/0 ' I VM 461.75 - I/ TP 462.00 TP 461.85 W@[18C4 TC 462.00 '461.75 BC 461.50 46T -2S I TC 461.95 I BC 461.45 II TC 461.50 BC 461.00 ITC 461.45 BCNG 46( J 460- SCALE 1" = 20'-0" 0' 10' 20' 40' NORTH LEGEND - - - - PROPERTY LINE BC 460.90 PROJECT LIMIT LINE + TREE CENTERS O �I VM 460.50 \ TC 460.95 XXXXX SPOT ELEVATION VMTC - BC 460.45 ilv.RX VERIFY MATCH BOTTOM OF CURB ELEVATION VMXXXXX VERIFY MATCH ELEVATION HPXXX.XX -VM 460.05 STORM AD STORM AREA DRAIN xXX.xx S7TC 460.55 STORM TOP XXX.XX { STORM BOTTOMXXX.XX VMBC 460.05 Z AREA DRAIN TC 460.60 460- SCALE 1" = 20'-0" 0' 10' 20' 40' NORTH LEGEND - - - - PROPERTY LINE PROJECT LIMIT LINE + TREE CENTERS O - - 462- - - EXISTING CONTOUR 462- PROPOSED CONTOUR XXXXX SPOT ELEVATION VMTC VERIFY MATCH TOP OF CURB ELEVATION ilv.RX VERIFY MATCH BOTTOM OF CURB ELEVATION VMXXXXX VERIFY MATCH ELEVATION HPXXX.XX HIGH POINT ELEVATION STORM AD STORM AREA DRAIN xXX.xx RIM ELEVATION STORM TOP XXX.XX TOP OF STORM FACILITY ELEVATION STORM BOTTOMXXX.XX BOTTOM OF STORM FACILITY ELEVATION Z AREA DRAIN See Grading and Civil Plans �, EXISTING LIGHTPOLE To Remain GRADING NOTES 1. Survey information from survey developed, by: Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T: 541-686-8478 F: 541-345-5303 Contact: Clell Goodwin Survey dated: December 6, 2006 1. All accessible components including, but not limited to signs, ramps, tactile warning, markings, etc. shall conform to all Oregon State Standards for parking and access for the disabled. Obtain Owner's Representative approval prior to installing any related work. 2. Install new utilities so that rim elevations are flush with finish grades at pavement, lawn and plant beds. Adjust rim elevations of existing utilities accordingly. 3. Adjust rim elevations of existing utilities so that rims are flush with finish grade at new paving and lawns. 4. Blend all new elevations back to existing grade to create a uniform slope. Maximum slope, 4:1. 5. Construct smooth transitions between new paving improvements and existing paving to remain. 1 12 1 3 1 4 1 5 Robertson Sherwood IArchitects a 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 CAMERON MCCARTHY LANDSCAPE ARCHITECTURE & PLANNING 160 E Bmadway, Eugene, OR 97401 133 SW 2nd Ave. Ste. 410, Portland, OR 97204 W-485-7385 www.cameronmccarthy.com e W Z O U) ti Z Q LU ti cn 0 W w W O O W W Z WLU Z � Cl) 00 -J 0Q 0Z 111 - LU W p ti H Itif'> O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL q)Pe N1VENcoo IM01RErn K Sol ORtl1Y51FE15 mr GRADING PLAN [Kill] FBI C L3 2 3 --- -- -- -- -- -- -- --- -- -- -- -- -- EXISTING IRRIGATION Existing irrigation equipment and layout shown G STREET is considered as built from previous project and for reference only. Field locate irrigation mainline, existing valves, irrigation heads, laterals and control wires. Protect to remain all existing irrigation not within project limit line. - - ---- B BTILA ,3 I BFP I II ,L EXISTING IRRIGATION MAINLINE e I I I Protectto Remain. Field locate irrigation mainline, existing valves ' I and control wires. moi II --- II II �q- EXISTING ZONE #16 E 7__ + / I I Zone to be removed. F Salvage and return valve to Owner. II 6 EXISTING ZONE #17 C I I Zone at existing hedge has no change in layout or equipment. Repair as necessary BUILDING I I if damage occurs during construction. I II ADDITION 6 EXISTING ZONE #18 Existing irrigation heads that can be salvaged �I and are operable can be reused when ® I ` . . . . . re -installing. Changes may have occurred ®I I�' that require nozzle types to change. 5I _-- 6 --� IRRIGATION HEAD SCHEDULE SYMBOL BODY AND NOZZLE RADIUS PSI 30 u Rainbird 1800 series * -SAM-PRS-15CST 30 0.61 4'x15' Rainbird 1800 series * -SAM-PRS-15EST 0.20 5' e Rainbird 1800 series * -SAM-PRS-5H 0.10 5' *At Shrubs 1812- o Rainbird 1800 series * -SAM-PRS-5Q 8' 30 30 o Rainbird 1800 series * -SAM-PRS-8F EXISTING PLANT BED 30 0.35 0 Rainbird 1800 series * -SAM-PRS-8H 30 0.26 8' s Rainbird 1800 series * -SAM-PRS-8T 1.58 10' 18.87 0 Rainbird 1800 series * -SAM-PRS-8Q 10' 30 30 0 Rainbird 1800 series * -SAM-PRS-10F EXISTING PLANT BED 30 0.39 e Rainbird 1800 series * -SAM-PRS-10H 30 2.60 12' a Rainbird 1800 series * -SAM-PRS-10T 1.95 12' 29.12 a Rainbird 1800 series * -SAM-PRS-10Q 12' 30 30 ❑ Rainbird 1800 series * -SAM-PRS-12F * At Shrubs 1812- 30 0.87 a Rainbird 1800 series * -SAM-PRS-I2TQ 30 0.65 12' 0 Rainbird 1800 series * -SAM-PRS-I2TT 3.70 15' 19.49 B Rainbird 1800 series * -SAM-PRS-12H 15' - 30 a Rainbird 1800 series * -SAM-PRS-12T East Hedge 30 1.85 0 Rainbird 1800 series * -SAM-PRS-12Q 30 1.23 15' ■ Rainbird 1800 series * -SAM-PRS-15F 0.92 15' Cl) S Rainbird 1800 series * -SAM-PRS-I5TQ o Rainbird 1800 series * -SAM-PRS-I5TT I@ Rainbird 1800 series * -SAM-PRS-15H o Rainbird 1800 series * -SAM-PRS-15T o Rainbird 1800 series * -SAM-PRS-15Q IRRIGATION PLAN PSI GPM RADIUS PSI 30 1.21 4'x30' EXISTING PLANT BED 30 0.61 4'x15' *At Shrubs 1812- 30 0.20 5' 1 1/2" 30 0.10 5' *At Shrubs 1812- 30 1.05 8' 30 30 0.52 8' EXISTING PLANT BED 30 0.35 8' 6 30 0.26 8' * At Shrubs 1812- 30 1.58 10' 18.87 30 0.79 10' 30 30 0.53 10' EXISTING PLANT BED 30 0.39 10' * At Shrubs 1812- 30 2.60 12' 1 1/2" 30 1.95 12' 29.12 30 1.74 12' 30 30 1.30 12' * At Shrubs 1812- 30 0.87 12' 14 30 0.65 12' 11/2" 30 3.70 15' 19.49 30 2.78 15' - 30 2.48 15' East Hedge 30 1.85 15' * At Shrubs 1812- 30 1.23 15' 1" 30 0.92 15' Cl) 2 EXISTING ZONE #1 AND #2 Existing zones have no change in layout or equipment. Repair as necessary if damage occurs during construction. I 6 i EXISTING ZONE #6 Protect to Remain. � SII I � SII EXISTING VALVE SCHEDULE ZONE DESCRIPTION PSI GPM SIZE 1 EXISTING PLANT BED 30 4.30 1" 2 EXISTING PLANT BED 30 28.95 1 1/2" 3 EXISTING PLANT BED 30 21.41 1" 4 EXISTING PLANT BED 30 15.25 1" 5 EXISTING PLANT BED 30 20.02 1" 6 EXISTING PLANT BED 30 35.12 1 1/2" 7 EXISTING PLANT BED 30 18.87 1" 8 EXISTING PLANT BED 30 1 28.65 1 1/2" 9 EXISTING PLANT BED 30 17.38 1" 10 EXISTING PLANT BED 30 25.35 1 1/2" 11 EXISTING PLANT BED 30 29.12 1 1/2" 12 EXISTING PLANT BED 30 18.96 1" 13 EXISTING PLANT BED 30 38.09 1 1/2" 14 North Plant Bed 30 18.39 11/2" 15 East Hedge 30 19.49 1" 16 EXISTING ZONE REMOVED - - - 17 East Hedge 30 24.70 1" 18 Northeast Plant Bed 1 30 22.50 1" 3 * no change to existing layout or GPM * no change to existing layout or GPM * no change to existing layout or GPM SCALE 1" = 20'-0" 0' 10' 20' 40' NORTH 1 Rdv- 4 LEGEND - - - - PROPERTY LINE PROJECT LIMIT LINE + TREE CENTERS - - - - EXISTING IRRIGATION MAINLINE Mainline location shown is approximate. Verify in field. O EXISTING ZONE VALVE Valve location shown is approximate. Verify in field. IRRIGATION NOTES I 1. Survey information from survey developed, by: Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T:541-686-8478 F:541-345-5303 Contact: Clell Goodwin Survey dated: December 6, 2006 2. Irrigation layout is schematic. It is intended that all irrigation lines will be routed through lawns and plant beds except where noted on drawing. Adjust routing of irrigation lines, heads and sleeves as necessary for any existing or proposed utilities. 3. Locate irrigation zone valve assemblies within plant beds where possible. Any irrigation zone valves diagrammatically located in pavement areas are to be installed in plant beds. 4. Install spray heads 3" from adjacent pavement, walls, curbs, and planting edges; 6" from curbs in parking areas unless directed otherwise by Owner's Representative. 5. Adjust radius on spray heads as necessary to minimize overspray while achieving full and even coverage of planted areas. Install screens on 1800 series Rainbird heads to reduce radius and balance precipitation rate where necessary or as directed. 6. Verify static pressure of 52 psi at point of connection. Notify Owner's Representative prior to any construction if pressure is lower than 44 psi. 7. Provide all necessary wiring required to make the irrigation system a fully serviceable and operational controlled installation at the completion of the project. 8. Locate Irrigation mainline, lateral lines, and valve boxes to avoid conflict with tree plantings. 9. Verify location of (E) main lines and lateral lines. Repair any damages and confirm proper operation of (E) irrigation zones impacted by construction. 10. Existing landscapes with existing irrigation prior to construction are not to be without water for longer than 10 days. Coordinate anticipated disruption of existing irrigation with Owner to allow for additional watering in advance of irrigation shutdown. It is critical all irrigation systems interrupted by construction are reconnected as soon as possible. EXISTING IRRIGATION REPAIR NOTES 1. Prior to start of construction work, coordinate irrigation repair with owner's representative following an on-site field review and verification of (E) irrigation operation and extent of (e) irrigation system. Verify location of (E) mainlines and lateral lines. Confirm irrigation to be removed and to be protected to remain. Record existing irrigation zones to be protected or revised due to new construction on contractor as-builts. 2. Contractor is responsible for reconnecting all existing zones. Adjust lateral lines and heads locations to provide a uniform coverage over new/remodeled areas while minimizing overspray. Coordinate all repair work with Owner's Representative. 3. All mainline and control valve demolition to occur prior to any site excavation. Salvage all irrigation equipment to be removed that is in working order. Coordinate with Owner's Representative for items to be returned. Demolish and remove salvaged components and equipment not desired to be returned. Coordinate with general contractor to ensure this work is completed before site demolition. 4. Protect (E) irrigation supply, system and operation during construction. repair any damage to (E) irrigation zones impacted by construction. Repair with like equipment or salvage and re -use (E) equipment in proper operation to greatest extent practical. 5. Notify Owner's Representative prior to installation if existing conditions require modification to proposed design. 4 CLASS 200 PIPE GPM SIZE 0-10 3/4" 10-17 1" 17-27 1 1/4" 27-36 1 1/2" 36-56 2" 56-83 2 1/2" 83-116 3" 9 Robertson Sherwood IArchitects a 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 M E RO N MCC/�RTHY LANDSCAPE ARCHITECTURE & PLANNING 160 E Bmadway, Eugene, OR 97401 133 SW Intl Ave. Ste. 410, Portland, OR 97204 W 485-7385 www.cameronmccarthy.com ST,&4p 4CRE c`9PE W Z H N ti Z Q � LU ti w p W W OW O U W _J W W Z W W Z Cl) p W m ti H W laf'� O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL CCBERISCN ISNERYCW IWWIIECRFC Ml1earl IRRIGATION PLAN L300 n C N A i PLANT SCHEC TREES B( CER EAS C1 H SHRUBS B( CAL BRA C COR KLS C1 PRU LAU PI VIB DAV Vi H GROUND COVERS B( CARTES C JUN PAT JL LIR BIG Li E 3 LANDSCAPE PLAN 2 3 �� SCALE 1" = 20'-0" 0' 10' 20' EM NORTH AN 4 4 3 LEGEND PROPERTY LINE PROJECT LIMIT LINE EXISTING TREE Protect to remain EXISTING STREET TREE Protect to remain PROPOSED TREES EXISTING PLANT BED To Remain LANDSCAPE NOTES Survey information from survey developed, by Balzhiser & Hubbard Engineers P.O. Box 10347 Eugene OR 97440 T:541-686-8478 F:541-345-5303 Contact: Call Goodwin Survey dated: December 6, 2006 2. Do not install any plant materials until Owner's Representative has reviewed and approved irrigation system installation, area coverage balancing, soil preparation and finish grading. Refine the shape and finish grade of plant beds as directed by Owner's Representative. 3. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. 4. Finish grade is top of topsoil. Mulch is in addition. 5. Prune all new plant materials as directed by Owner's Representative. 6. Make minor adjustments in tree spacing as neccessary to accommodate the irrigation system as installed. 7. Where new lawn abuts existing, provide a smooth transition and make repairs as necessary to existing lawn. 8. Plant quantities shown are for Contractor's convenience only. Contractor is responsible to provide 100% coverage of entire area at spacing shown. 9. Triangle space all shrubs and groundcovers, unless otherwise noted. STORMWATER RAIN GARDEN CALCULATIONS GARDEN FACILITY FACILITY SURFACE AREA: 289 SF Y PLANTING ZONES APPLICABLE: ZONE B+A+W dcovers: 289 (4 inch pots, 12 inches o.c - 100 plants per 100 sf of facility) 3 Robertson5herwood Architects Pc 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541)342-8077 F (541) 345-4302 CAMERON MCCARTHY LANDSCAPE ARCHITECTURE & PLANNING 160 E Bmadway, Eugene, OR 97401 133 SW Intl Ave. Ste. 410, Porrand, OR 97204 W-485-7385 www.cameronmccarthy.com �G, ST. 4 , 5.71 e W Z H O H H H � N ti Z Q � LU ti 0H W Ow wO w U Zi W Z WZi Z 2 Cl) � 00 0Q 0Z a W p ti W O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL LANDSCAPE PLAN L400 f% ACTUAL TOP OF ROOT FLARE Remove any extra soil placed on top of buttress roots during nursery digging. ROOT CROWN Install 1" above finish grade MULCH FINISH GRADE AT SOIL CURB See 1/1500 3 x Dia. of Root Ball or 36" Min. C NOTES Whichever is Greater I L] E 2 TREE STAKES (2) stakes for trees 2" caliper and above. (1) stake for trees under 2" caliper. Stake on North and/or South side. Parallel and plumb. Do not pierce root ball. Stain as directed. TREE TIES Staple a separate looped tie to each stake. 3 4 MULCH 8" RADIUS 6 L y' RADIUS See Sheet 1600 for 6:1 BATTER placement schedule FINISH PAVEMENT SURFACE FINISH GRADE OF SOIL Mulch is an addition LAWN OR PAVING -inish Grade H H CRUSHED ROCK PLANTING MEDIUM F3 See Sheet L600 for 3" 8" 3" placement schedule N SUBGRADE ti NOTES NOTES: o 1. Finish grade, unless specifically identified otherwise, is comprised of a horizontal plane 3" FINISH GRADE above highest adjacent edge At lawn or paving \ 1. Trees planted too deeply will not be accepted. 2. Remove tree ties and stakes one year after planting unless directed otherwise. 3. Provide trees planted in lawn with minimum 5 foot diameter bark area. Hold bark away from trunk. 4. Remove burlap from top of root ball. DECIDUOUS TREE PLANTING OVERFLOW See Civil Pla ROCK MULC 2 inch deptt PLANTING � STO RM WAi 12 INCH DEI DRAIN ROCI See Civil Pla SOLID OVEF See Civil Pla PERFORATE. See Civil Plans STORMWATER RAIN GARDEN FACILITY 2 NTS MULCH See Sheet L600 for placement schedule 1LANTING MEDIUM iee Sheet L600 for )lacement schedule FINISH GRADE OF SOIL NTS PLANT BED PROFILE - ABOVE GRADE NTS PLAN Set plant 1 above Finish MULCH See Specific BACKFILL Tamped in FINISH GRA Mulch is in SECTION NOTES R u Distance from edge of paving is z the specified O.C. Spacing plus 6" unless noted otherwise IgeZelxe7��_\VI►[C SHRUB ROOT BALL 1. Allow additional spacing, minimum 6" + O.C. spacing, between plants of a different species. Cluster plants of same species while allowing extra space between plants of a different species. Coordinate with Owner's Representative prior to installation. See Specifications for mock-up requirements. TRIANGULAR SHRUB SPACING DETAIL 3 NTS 4 1. Slope top of curb toward AC at 1.5%. 2. Provide expansion joints @ 200' o.c. max. and @ all points of tangency. 3. Sawcut green concrete control joints @ 15' max. 4. Drop top of curb @ ramp and aprons. CONCRETE CURB NOTES 1. See specifications for concrete finish. 2. Construct 1 inch radius at edge of paving. CK�]\[SIC»��►'11�7��1��G��C� EXPANSION JOINT EXPANSION JOINT AT EXISTING PAVEMENT SCORE JOINT SAWCUT JOINT AS ALTERNATIVE CONSTRUCTION JOINT NOTES NTS CONCRETE PAVING 4000 PSI compressive strength CRUSHED ROCK Compacted SUBGRADE NTS EXPANSION JOINT MATERIAL Hold 1/2" below surface / Clean cut no ragged edges, Sanded caulk atexpansionjoint EXPANSION JOINT MATERIAL Hold 1/2" below surface / Clean cut no ragged edges, Sanded caulk at expansionjoint EXPANSION CAP & DOWEL Provide 18" long #4 smooth bars @ 3' O.C. and @ mid -depth in all slabs and walks. Lubricate one end only. JOINT Depth: 25% of slab, Radius: r/4' -Y2". Obtain Owner Representative approval of tooling method prior to installation. REINFORCEMENT @ Vehicle loaded paving only KEYJOINT w /BOND BREAKER Obtain Owner Representative approval of installation prior to pouring concrete REINFORCEMENT @Vehicle loaded paving only 1. Locatejoints where shown on Drawings and as Specified. 2. Provide sample of concretejoint finishing tools for approval ofjoint radius and depth. 3. Provide sanded caulkjoint at all expansion joints. Coordinate color with Owner's Representative. CONCRETE JOINTS 3 NTS Robertson Sherwood Architects 132 East Broadway, Suite 540 Eugene, Oregon 97401 P (541) 342-8077 F (541) 345-4302 CAMERON MCCARTHY i 60 E E madway, Eugene, OR 97401 133 SW 2nd Ave. Ste. 410, Portland, OR 97204 541-485-7385 www.cameronmccarthy.com , ST. 4 , 5.71 e W Z H 0 H H H F3 N ti Z Q qq* LU ti tY) 0 H IW W W OW O 0 W � LJ/ I� Z W LJ Z N((j 00� _J 0Q 0Z a W m ti H W Itif'> O Cl) Cl) MARK DATE DESCRIPTION ISSUE DATE: 10 MARCH 2023 ISSUE: SITE PLAN REVIEW PROJECTNO: 2035 DRAWN BY: NL CHECKED BY: JL DETAILS 191I11 AOR REFERENCE PURPOSES ONLY 1, PAVING AND BASE C-- --- ----- ----- -.---- -------J N W O I z a REFER TO LANDSCAPE PLANS H I I r a -5 a FOR SURFACE TREATMENT ` ___________ e__ __ ____ ROCK SECTIONS AS :o II c SEE NOTE 3. -__, ________ .___ __- ___ ___ ___ . . SPECIFIED �' w z _�__®__.�:..:�. _----®_�._ e.o:.--,_._..-_»_-__�-_-____._._r�..®...®_o®_�-.:v��.-.__�•__®__•� REFER - SEE NOTE 3 RIe�IR T® 2 ,< -_- FINISHED GRADE 1 N 10015.13, E 07 _ SHEET ryyap FIRE SERVICE CONNECTION -_ DUAL CB .DISCHARGE -LINES G STREET TO EX WATER MAIN EX DOMESTIC WATER SERVICE. PLAN SCALE C�yp� �, % N 9998.83 E1D097.54 8 DAYLIGHT THROUGH EX CURB CONNECTION AND 2" METER -�_2 rWi�"&y �y p /\\\ 3 INSTALL 3"FL= 459.26. - TO BE REUSED 20 0 10 20 40®RIZGN7AL \\ \\ _ �\/\\ CONST 2 3 SD 15.8 Lf EX STREET. LIGHT =III \ 1 tYz" DOMESTIC BFP EX.NATURAL GAS SERNCE 4 8 -2 DUAL CB DISCHARGE INS �1� 4° FIRE BFP 5=0.0215 FT/FT CONNECTION TO BE REUSED CONTROL []g w I \/ - %/ DAYLIGFIT THROUGH EX CURB K VALVE - EX PUBLIC FIRE. V®� 1"�° III / .. (7) FDC WITH 4 CHEC VE CONST tii"1V 79.0 LF AND EXTENDED, HYDRANT .1 INCH = 20 FT. ` Q \/ - \.."-0 CRUSHED ROCK IN PAVED, 3"FL- 458.91 m �/ 1=11I III' SIDEWALK, OR. TRAFFIC AREAS,. j (1) DUAL BFP ABOVEGROUND ww Yi. '-1L l.OR NATIVE MATERIALS INLAND- " V - Y "____- V 111_1 I I- --- -- - _-_ --_- - _ z .SOAPED AREAS. SEE NOTE 2 i z REFER .ppb ®pq._. ppq�E� I,/�_':.. . _+_a' WS--G/S WS -•-CRS C --GPS-WS-GPS. GIS -TPS- S --CRS -CN 6.15 -GriS-uS EFF l TO S EE 9 C5.0 FOR -- ----_= ---- ----- - -- - +- -- ------- -_ ate_. _ CONST 4 YSD 23.7 LFa. -.-_ ._•_._ 22 W .._. c- _. LV4-WALEg•. _. ,•- CI�IIL AN® a7:&J tl G I E..�6a�AV®� '�"-0 CRUSHED ROCK I.' 6=0.0143 FT FT ,(j-'MO$tKALE,®' BUBBLER pEN1o0209.13 - I� , .. _ N 9996.92, E 10097.54 tone \\ �• SEE NOTE 2 I �; I - INSTALL A' APPROX LOCATION Is A IM= 4Ey'0.40 - 1 2 )% .TEE W) _. 02.0 16"FL S. TIN)= 459.00 ri \ TYP ,' • SOF NEW GAS C3.0 TYP SHEET NOTES: _ 3 IN 9988.39,E 10045.59��I I. 11� 2" GV (IRRS TYP SERVICE EXTENSION I N 9962.2 E 59.0060 R THRUST. BLOCKING ON BOTH FIRE SERVICE AND Oh "_ 2 , 1. INSTALL CONCRETE C5:0 'DUAL IS CS Nh, 1 r , CAP FOR IRRIGATION C / 3 ' . • N 9988.39. E 10047.59 CONST 6"SD. 38.8 LF. AD No.., DOMESTIC SERVICE LINES PER DETAIL 4/9-5-.0. O RIM= 459.75 I Y �- SERVICE CONNECTION I RIM= 440.95 - / I2 3'FL= 459.25 li t ;'.'. DUAL DISCHARGE CO No. 2 �n3 S=0.0080 FT FT UNDISTURBED EARTH ® ,O I�� t RIM- 459.75 r N 9996.40 E 10157.51 N. + 6TL W� 459.56 DUAL DISCHARGE CB No. 3 N 9957.99 E 10214.32 o - �.�..j;..•_.. (2) 3"FLN= 459.25 aD I " RIM= 460.10 INSTALL. ' 6 PIP[ OD : 6� ' ,I '.;,•.•. CONST 6°F 36.9 LF (2) 3 -FL .N= 459.60 (7) 6"X6" TEE (SD) ' [: Ci®NSTRUCTlLaN®TE�J: `f I, _ I';`IgI CONST "W 36.9 LF �'2"W NOTES T---' 6.F CONST LO"SD 31.6 LF 1. :'.SUB WATER TO PROVIDE AND INSTALL AL AP CONNECTIONS, PIPE,: 1. WATER LINES THAT PARALLEL SAN SEWER LINES SHALL BE LOCATED A MINIMUM ;; :I ;:' AND VALVES FOR NEW FIRE SERVICE CONNECTION. CONTRACTOR TO OF 12" ABOVE SEWER LINES, WHERE SERVICES ARE Nor HORIZONTALLY SEPARATED BY 10'. i ;; r ` ❑ ❑ 5=0.0060 FT/FT _ COORDINATE AND INITIATE SUB WORK. OWNER TO PAY SUB cows BUILDING STRUCTURE BUILDING CODE APPROVED PIPE MATERIAL AND �' ' �. N 9953.77. E 10095.07 CONS 6"f 115. LF :LL + DIRECTLY. 2. WITHIN 5 OF.A BU INSTALL CONS "W 11 .5 LF <n �' , .'�. CONST �"F. 23.7 LF : "-O. CRUSHED ROCK. BACKFILL SHALL BE USED. i I I tib' 1 6"-90' BEND F 3 MST z'W 23.7 -LF 2 SUB WATER TO PROVIDE .AND INSTALL TAPS, CONNECTIONS, O_ O TO UPGRADE 3. CRETE, , REMOVE AND REPAIR EXISTING WHICH SURFACES RE RECEIVE NEW EXISTING ASPHALT, - II Eli (1) 2Y2" 90' KENO (W) I _ PPE, VALVES, METER, AND METER BOX AS CONTREWIRED ' CONCRETE, OR LANDSCAPING IN AREAS WHICH DO NOT RECEIVE NEW IMPROVEMENTS. � � 1. _ � I .EXISTING DOMESTIC SERVICE CONNECTION.: CONTRACTOR TO COORDINATE PROVIDE 4" MINIMUM DEPTH ASPHALT OR CONCRETE PAVEMENT, OR MATCH EXISTING - 9 +•, 5 N 9936.55 E 10203.19_ + I AND INITIATE SUB WORK. OWNER TO PAY SUB COSTS DIRECTLY. " WHICHEVER IS GREATER. _ _;..ii "h 1•• APPROX. LOCATION OF NEW CONST 8'SD 47.4 LF PAVEMENT THICKNESS, I „ i-, -n•- GAS METER AND BLDG SERVICE 5=0.0080 FT/FT 3. INSTALL 4' FIRE SERVICE. BFP DEVICE AND 1)s' DOMESTIC SERVICE 4, 36" MINIMUM FOR. FIRE SERVICE PIPES UNDER AREAS TRAFFICED BY VEHICLES. (NEPA ( P ,,r, A + ' BFP DEVICE IN ABOVE GROUND ENCLOSURE PER DETAIL 2 C3.0. t�� N 9930.05 E 10208.52 24, J0-4) - I =-, -1-.-. C2.0 I 5 �FIRE & DOMESTIC BUILDING I I CONTRACTOR TO COORDINATE WITH ELECTRICAL CONTRACTOR FOR 5. INSTALL. TRACER WIRE ON ANYPIPELINE(S) CONSTRUCTED OF. NON-METALLIC PIPE ;, I -t-.. L--!"... ' N 9911.01, E 10220.67 4 iY'P ELECTRICAL HEATER POWER. I SERVICE CONNECTIONS a y OF MATERIAL a }•.•. ,r� o -AD No. - • I • FFIE- 462 2® CONST 6"F 2.0 LF C5.0 (2) 4. CONTRACTOR TO COORDINATE EXTENSION OF EXISTING GAS SERVICE }•_,. _. . RIM 4,1.75 L L• CONST 2y2"W 4.0 LF FROM STREET TO BLDG WITH NW NATURAL. NW NATURAL TO PROVIDE T I ICA 6"FL= 459.69 ' � _ AND INSTALL PIPING AND METER. CONTRACTOR TO PROVIDE .TRENCHING ' I I _.I .t...: So 0.0080SFT SFT LF SD9COONo. 1E 10105.50 C5.0 10 I AND BACKFILL ' TRENCHING & BACKFILL SEC�iIORI / (iP RIM= 461.5 (5) i pp ' 5. REFER TO MECHANICAL/PLUMBING PLANS FORBUILDING SEWER NO SCALE. I I, :.; .'r _ryh, • A 6"FL= 458.82 \ ) I CONTINUATION. COORDINATE FINAL LOCATION. AND ELEVATION WITH It ® I. _ t ®I -..I I, •,:- C3.0 ton CONST 6'SD 25.0 LF MANYDL I5 BUILDING PLUMBER AND EXTEND TO BUILDING CONNECTION POINT AS +... B"SD �o. 5=0.0080 FT FT REQUIRED. / RIM = 46127'' " N 9865.34E 10130.46 WV 2' METAL LO 45II.27' ' 6. .CONNECT NEW SEWER BUILDING SERVICE TO. EXISTING PUBLIC SIMI , SD CO No. 2 :.CONST 6 SD BM 31.7 LF I I SANITARY. SEWER MANHOLE.. GROUT. WALL PENETRATION WATER -TIGHT. 4 'N 9880.76 E 10045.70 ' CONST .6 SD 15.4 F.` RIM= 462.2 9 S=0.0080 FT/FT + ADJUST MANHOLE RIM TO NEW FINISHED GRADE. Cl BUBBLER AD No. 1 ", - 5=0.0080 FT/FT -•fl- - - co 6"FL= 459.14 - I . , 'RIM- 460.30 -- CONST 6"SD BM 1 7. CONSTRUCT 4" ROOF DRAIN (RD) CONNECTION. LENGTH= 2.0 LF. TRASH ENCLOSURE WALL TYP. , L r -SEE OF 6"FL E(IN)= 458.34 CONST VSD BM 9.8 Lf - tons tmz ' I SLOPE= 0.0100. FT/F7 MIN. REFER TO MECHANICAL/PLUMBING PLANS PLANS FOR DETAILS L----------^-„-------------'�-__e___,_r ]6.4 LF 5=0.0080 FT/FT IA' FOR. CONTINUATION. COORDINATE FINAL LOCATION AND ELEVATION WITH {2) N 9865.34E 10105.50 tcw tooe N 9848.94, E 10238.51 SS DRAIN. VENT. IXTEND' 4" I INSTALL CONST 6"SD 26.3 LF ' S=0.0080 FT/FT VTyp taos SD CO qo, 5 REQUIREDBUILDING . AND EXTEND TO BUILDING CONNECTION POINT AS (1) 6 90 BEND (SD) taro tooa o ( RIM= 482.1 DECK DRAIN - SET ABOVE TRASH ENCLOSURE 5=0.0080 FT/FT I : tooz o ' 1 LEVEL AND FLUSH MAX 14FEET FROM CONCRETE SLAB. GRADE, ..: + 1 6"FL W�.460.35 AIN TO `LENT ARCHITECTURAL PLANS FOR toot t003 1 j 8. CORE DRILL HOLE IN EXISTING CURB AND ROUTE 3" SD PIPE AS WITH ADJACENT DECK OR , i i � I 9841'15 E10233.1 1 REQUIRED. _ ' CONTINVATON. N: 9839.09,E 10130.46 , TRASH ENCLOSURE SS SURFACE /, I. C3.0 - 9. EXISTING ELECTRICAL AND TELEPHONE SERVICES TO. BE RE -USED TO .� O[L17J000 r .. t:; EASEMENTS: SD CO No. 3 , o 4"S•'` -..- I DRAIN W/80 AP SERVE NEW BUILDING. RRA= 462.1 -,. 1 _1 2" SS. DRAIN VENT 6"FL= 459.35_- ^'----®'- "-�- ' 4'FL 457.94 (D 10' UTILITY EASEMENT ^4 LOCATE WITHIN 6" - - n ri rs-. -- 10. UNKNOWN UNDERGROUND STRUCTURE 'CONTRACTOR SHALL RECORDED 2/70/7848 _ ! INVESTIGATE AND DETERMINE, USING NON-DESTRUCTIVE MEANS, PREVIOUS OF EDGE OF WALL BK 366 PG 303, _ CUT & CAP EX SS BLDG EX PUBLIC USE OF STRUCTURE AND NOTIFY ENGINEER OF FINDINGS. w` LOPE` FOOTING RECERTroN NO. 592J6 SERVICE AT PROPERTY " SEWER r " I c '[ANE COUNTY RECORDS 6 - , CONST 4 SS 36.5 L, 111. ALL PIPE MATERIALS LOCATED IN SHADED AREAS (Vlll0l) 4' SCH 40 IN LINE ABANDON LINE' : ' _ ' LINE :AND FITTINGS h 5-0.0500 FT/FT: 1 ®8.0' UTILITY EASEMENT INSIDE 'OF PROPERTY LINE CONST 4'SS 9.5 LF I - I ' i .SHALL BE OF BUILDING APPROVED MATERIAL _.I. REFER TO PLANS AND RECORDED 6/23/1955 S=0.0211 FT/FT.. i it - -- !I PROJECTED FLOWUNES SPECIFICATIONS FOR RECEPTION NO. 61828 ; -'12. INSTALL BACKWATER VALVE IN BELOW GRADE BOX PER DETAIL ® r -r - - •- • - - N 9826.65,E 10197.92 AS INDICA"fFD ON PLAN - - - - - - LANE COUNTY RECORDS ( II� 2/L2-0. . REFER TO ARCHITECTURAL PLANS FOR BUILDING PIPE MATERIAL AND `r - ®®® + 6 CONNECT NEW BUILDING + - ' SLOPE INFORMATION + .SERVICE TO EX PUBLIC V ! _ FOUNDATION/FOOTING DRAIN CONTINUATION. COORDINATE FINAL (}� 10 UNDERGROUND - + I LOCATION AND ELEVATION WITH BUILDING PLUMBER AND EXTEND TO NOTES' i-- - G COMMUNICATION EASEMENT, SANITARY SEWER IAANHOLEI / I I .CONNECTION POINT AS REQUIRED. 1. REFER TO ARCHITECTURAL DRAWINGS FOR TRASH ID + RECORDED 8/17/193 EX RIM= 460,54 E / I ENCLOSURE DECK, ROOF, WALL AND FOOTING DETAILS .� ® RECEP TION NO. 90-39590: I NEW 4 -FL N (IN)= 456.00 � . ...,.. LANE COUNTY RECORDS I { EX 6" FL E= 454.19 + �' l �) TRASH ENCLOSURE SS DRAIN , EX 6" FL w= 453.99 NO SCALE _ + I r- --- _� O`d I I i 17 II. f 0' I_ 0 -{ - + - 6' PORTION + ''I, N 9712.07 E 10217.15 2 + OF EASEMENT I - I I - , 1 DUAL DISCHARGE CB. No. 4 C5.0 , J -2n e__T L-----_------ -----:._,-------._... ,------®-®.3 i 1 (DOUBLE CHAMBERED) `------------- ----- _' �/ �+7 p��a UTILITY -p'q� /E �t p�y°ga 'RIM=.FLLQ.40 _BFP ASSEMBLY FIRE EXIS 1 ITVG UTILI 1 I EAS N 1 o-7 - I ``. (2) 3°FLS 459.90 "'• -ABOVE GROUND MANUFACTURED PIPE... INSULATED, HEATED EX CB._.- SUPPORIS PER UFP I ENCLOSURE. "HOT BOX EX RIM= 458.62 MANUFACTURER'S PT No N E - NOTE I 4 - SIZE PER BFP DEVICE REQUIREMENTS ��I��1IEt1r'S � i F - 7 i 9839.94 10179.81 TYR 7. 1003 9839.94 10195.21 RD CONNECT 7 1004 9836.09 10197.92 1 • I 1 I• ■ I _ 6". DEPTH CONCRETE --_--_.�___..o®__�-e_..__-_-� 1005 .9839.94 10206.63 CHECK VAL BUILDING TO BE FULLY SPRINKLERED. MINIMUM REQUIRED FIRE FLOW: 1500 9pm ., RIM=. 462.1 - - 6"FL= 459.96 'PAD 4" LARGER 1006 9848.94 10206.84 C 90' BEND - + AND ENCLOSURE WITH FDC ` 6"FL= 460.04 DRAIN PORT_ THAN ENCLOSURE RD CONNECT 7 1008 1t RD.CONNECT _ - ' 9998.83 10157.51 2$" 90' BEND (W) FYP LENGTH & WIDTH 9874:14 10097.54 ND (W7 101Y9874.14 10106.93 YATE 'BACKWATER VA 13A 12 . 1012 1 9850.08 10243.14 - CLEARANCE PER 12 - - _ RER'S MANUFACTURER'S AND REQUIREMENTS , F :4 x• Y ' COMPACTED SUB WATER DEPT. CRUSHED ROCK RECOMMENDATIONS '. BASE BALL DRIP. FILL SPA VWTH INSTALLED ON - FROM WATERPROOF CHECK VALVE TO BUILDING _ ` PUBLIC. MAIN` MASTIC, TYP - SERVICE \ l " /.1 - / 1,1 UNDISTURBED EARTH ELEVATION . EX I N (IN)= 457.54 EX 6TL S (OUT)= 455.97. t EX SUMP= 455.22 _ t T 2 3"SD 29.7 LF CONS , t I S=00212 FT/FT O CONNECTION TABLE PT No N E ! NOTE I 4 RD CONNECT 0 ®LNa�l,j ��I��1IEt1r'S � i RD CONNECT 7 i 9839.94 10179.81 RD CONNECT 7. 1003 9839.94 10195.21 RD CONNECT 7 1004 9836.09 10197.92 1 • I 1 I• ■ I _ eFL= 456.20 --_--_.�___..o®__�-e_..__-_-� 1005 .9839.94 10206.63 CHECK VAL BUILDING TO BE FULLY SPRINKLERED. MINIMUM REQUIRED FIRE FLOW: 1500 9pm ., RIM=. 462.1 - - 6"FL= 459.96 1006 9848.94 10206.84 C 90' BEND - + AND ENCLOSURE WITH FDC ` 6"FL= 460.04 1007 9849.65 " 10211.20 - RD CONNECT 7 . EX I N (IN)= 457.54 EX 6TL S (OUT)= 455.97. t EX SUMP= 455.22 _ t T 2 3"SD 29.7 LF CONS , t I S=00212 FT/FT O CONNECTION TABLE PT No N E DESCRIPT NOTE 1000 _ 9839.94 10145.66 RD CONNECT I 1001 9839.94 10164.33 RD CONNECT 7 1002 9839.94 10179.81 RD CONNECT 7. 1003 9839.94 10195.21 RD CONNECT 7 1004 9836.09 10197.92 BLDG SS SERVICE 5 BUILDING CONSTRUCTTIONION TYPE: TYPEIIB _ eFL= 456.20 --_--_.�___..o®__�-e_..__-_-� 1005 .9839.94 10206.63 SD CO No. 4 BUILDING TO BE FULLY SPRINKLERED. MINIMUM REQUIRED FIRE FLOW: 1500 9pm ., RIM=. 462.1 - - 6"FL= 459.96 1006 9848.94 10206.84 C 90' BEND - a AND ENCLOSURE WITH FDC ` 6"FL= 460.04 1007 9849.65 " 10211.20 - RD CONNECT 7 1008 9849.97 10236.51 RD.CONNECT 7 1009 ' 9998.83 10157.51 2$" 90' BEND (W) 1010 9874:14 10097.54 ND (W7 101Y9874.14 10106.93 YATE 'BACKWATER VA 13A 12 . 1012 1 9850.08 10243.14 1 BACKWATER VALVE 12 1 r_--- _ _ ®®_ -------- WATER SYSTEM DESIGN DATA LOW TES F INFORMATION t 1.. A. DATE' OF .TEST: 12/06/06 DUAL -CB DISCHARGE LINES 'R B.TEST LOCATION: 7457 G Street 8 DAYLIGHT THROUGH EX CURB I VWTW 3"FL= 459.27.. C. STATIC/RESIDUAL PRESSURE AND FLOW: 52/44 psi p 1782 qpm -p I 'i' D. CALCULATED FLOW AT 20 psi: 3520 qpm _ 280.8' i DOMESTIC SYSTEM : .. 2. PEAK DOMESTIC. WATER DEMAND- 63 gpm P STREET III -,: (DOES NOT INCLUDE_ IRRIGATION DEMAND) 3. IRRIGATION SHALL BE ZONED FOR A MAXIMUM DEMAND OF: 35 9Pm ���0 I 0F-194F; vg GlVPa RE ON e d a AB N 83� EXHRE812/31107 BALZHISER �HUBBARD r ENGINEERS MIUTIGL EIeCEWGE Clog d i TMNSPOATATION ® IOD -WEST llTH A`![NUE EUGENL OR9I4D3 e M h 511- 54t 6968479 4 F346-1303 p W .Ur®1® Y Healthcare, PIC New IMRT facility 1457 G Street Springfield, Oregon 97477 © SA Partnership, LLP and Young& iteprecht. All Ril Reserved. This drawing and its reproductions are the properly of SA Partnership, DP and Young,. & weprecht aad may not be roprada6ed, paWlsheQ or used in any Way without the written permission. JOB NO: 2100-071-06 DRAWN BY: Rill ISSUE RECORD NO. I DATE I DESCRIPTION 01 02/08/07 City Review Set REVISION RECORD NO.I DATE (DESCRIPTION SHEET TITLE SITE UTILITY PLAN SHEET NO. 4 OF 6 NOTES ENCLOSURE ACCESS 4. IRRIGATION ASSUMED TO OPERATE DURING NON -PEAK .DOMESTIC USE. INCREASE ENCLOSURE SIZE, AS REQUIRED, TO ACCOMMODATE (2) BACKFLOW PREVENTERS IN PARALLEL " FIRE DEPARTMENT PLAN- CONNECTION - C� ' FIRE SYSTEM 2. TRACER WIRE SHALL EXTEND INTO BOX AND TERMINATE. PROVIDE ADEQUATE FREE .WIRE TO EXTEND 24" ---- I 5. LARGEST BUILDING 9,965 k, (INCLUDES FUTURE BLDG ADDITION) . . COIL WIRE AND SECURE VWTH NON -CORROSIVE FASTENER ABOVE PIPE INSIDE OFPAD PENETRATION - � B. BUILDING CONSTRUCTTIONION TYPE: TYPEIIB _ PENETRATION. % 1�{ ] `' �+ D AL A�!KROYV PREVENTERS ENTERS --_--_.�___..o®__�-e_..__-_-� ' 7. 8.. BUILDING TO BE FULLY SPRINKLERED. MINIMUM REQUIRED FIRE FLOW: 1500 9pm ., NUMBER OF HYDRANTS: 1 a AND ENCLOSURE WITH FDC ` (PER TABLE B105,1, AND. APPENDICES B AND C, 2003 INTL FIRE,CODE) NO SCALE - ���0 I 0F-194F; vg GlVPa RE ON e d a AB N 83� EXHRE812/31107 BALZHISER �HUBBARD r ENGINEERS MIUTIGL EIeCEWGE Clog d i TMNSPOATATION ® IOD -WEST llTH A`![NUE EUGENL OR9I4D3 e M h 511- 54t 6968479 4 F346-1303 p W .Ur®1® Y Healthcare, PIC New IMRT facility 1457 G Street Springfield, Oregon 97477 © SA Partnership, LLP and Young& iteprecht. All Ril Reserved. This drawing and its reproductions are the properly of SA Partnership, DP and Young,. & weprecht aad may not be roprada6ed, paWlsheQ or used in any Way without the written permission. JOB NO: 2100-071-06 DRAWN BY: Rill ISSUE RECORD NO. I DATE I DESCRIPTION 01 02/08/07 City Review Set REVISION RECORD NO.I DATE (DESCRIPTION SHEET TITLE SITE UTILITY PLAN SHEET NO. 4 OF 6