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J } J ♦ Y •♦ . J J . ♦ 'r ;�'� ! i a •� •` ♦ ! M ♦ ♦ JV t Y J J t V Y • ♦ J r a a 6 4 ♦ Y •• ♦ ♦ ♦ J Y s r r r ♦ . Y Y r ♦ Y • a r Y v Y . ♦ w r ♦ ♦ .t q, • r-• • Y a a ♦ e Y . Y • ♦ r ♦ . ♦ a r : ♦ . . . r ♦ N J.'• ♦ • ! . T r ♦ ♦ a r • � • of � n.�,y.y� ..y,�-......y .r s SPRINGFIELD PUBLIC SCHOOLS LANE COUNTY SCHOOL DISTRICT #19 525 MILL STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 744-6375 CONTACT.- JOHN SARACENO BRANCH ENGINEERING, INC. CONTACT: LANE BRANCH 310 5th STREET SPRINGFIELD, OREGON 97477 OFFICE: (541) 746-0637 EMAIL: lone@branchengineering.com CAMERON McCARTHY CONTACT JUSTIN LANPHEAR 160 EAST BROADWAY EUGENE, OREGON 97401 OFFICE: (541) 485-7385 EMAIL: justin@cameronmecorthy.com f01 f T PRO&ff DESCRL ON THE SCOPE OF THE PROJECT CONSISTS OF THE RECONSTRUCTION OF ?TIE EXISTING PARKING LOT TO EASE CONGESTION, ADD PARKING, AND IMPROVE CIRCULAIION. LOCATION ELIZABETH PAGE ELEMENTARY SCHOOL 1300 HAYDEN BRIDGE ROAD SPRINGFIELD, (REGION 97477 TAX MAP: 17-03-25-22 TAX LOT. 800 E) STING USE ELEMENTARY SCHOOL ZONING LOW DENSITY RESIDENTIAL WATERCOURSE ACCORDING TO TRE WATER QUALITY LIMITED WATERCOURSE MAP THE SITE IS OUTSIDE OF THE LIMITED WETLAND INVENTORY, THE FLOODWAY, AND FLOOD PLAIN ZONE A AREAS IT IS ALSO OUTSIDE OF THE RIPARIAN CORRIDORS FLOODPLAIN ACCORDING TO FEMA FIRM 14103901134F THE SITE IS OUTSIDE OF THE 500 YEAR FLOOD PLAIN. TIME OF TIUVEL ZONES ACCORDING TO WELLHEAD PROTECTION AREAS MAP THE SITE IS WITHIN THE 10-20 YEAR TIME OF TRAVEL ZONE STANDARDS. SOIL T " Es ACCORDING TO THE NATIONAL CONSERVATION SERVICE VoEBSITE MAPPING SERVICES, THE EXISTING SOILS ARE MALABON—URBAN LAND COMPLEX (MRCS SOIL #76,) AND SALEM—URBAN LAND COMPLEX (MRCS SOIL #119) 1 N VICINITY MAP SCALE.- N.T.S. TABULATION OFCOVERA"G TABULATION OF COVERAGE ONLY INCLUDES THE LIMITS OF DISTURBANCE. DEVELOPMENT SITE TAX LOT 800 EXISTING CONDITIONS AREA (S.F.) PARKING AND SIDEWALKS 69,400 Sq Ft PERVIOUS AREA 52,000 Sq Ft PROPOSED CONDITIONS AREA (S. F.) IMPERVIOUS AREA PARKING AND SIDEWALKS 100, 800 Sq Ft PERVIOUS AREA 20,600 Sq Ft Vftkl a • ar f SDC 4.6--125. 2 SPACESICLASSROOM + 1 SPACE FOR EACH 100 SF OF 6 OR MORE STUDENT'S PUBLIC ASSEMBLY AREA. SDC 4.6-135 LOADING AREAS: A SCHOOL HAVING A CAPACITY GREATER THAN 25 STUDENTS SHAL HAVE A DRIVEWAY DESIGNED FOR THE CONTINUOUS FLOW OF PASSENGER VEHICLES FOR LOADING AND UNLOADING CHILDREN. SDC 4.6-155 BICYCLE PARKING. -1 BICYCLE PARKING SPACE REQUIRED FOR EVERY 8 STUDENTS. 25% OF BICYCLE PARKING LONG TERM, 75X SHORT TERM ?"MG T'ABULAT'ION 3EACHING STATIONS 22 INDOOR ASSEMBLY AREA 4,275 SO Ft MINIMUM REQUIRED PARKING 87 SPACES COMPACT 0 SPACES STANDARD 55 SPACES ADA 5 SPACES TOTAL 60 SPACES PROPOSED COMPACT 5 SPACES STANDARD 70 SPACES ADA 6 SPACES TOTAL 81 SPACES NOTE: IF NECESSARY, A SNARED PARKING AGREEMENT WILL BE OBTAINED FOR 6 PARKING SPACES BETWEEN THE SCHOOL DISTRICT AND THE NORTHWOOD CHRISTIAN CHURCH (LOCATED ACROSS THE STREET) TO ALLOW THE SCHOOL TO USE THE CHURCH FACILITY FOR OVERFLOW PARKING, 1:104*400 EXISTING BICYCLE PARKING IS LOCATED IN THE REAR OF THE BUILDING. THERE ARE APPROXIMATELY 180 EXISTING BICYCLE PARKING SPACES THAT WILL REMAIN TO SERVE STUDENTS COMING FROM THE BICYCLE PATH TO THE SOUTH FOUR NEW SHORT TERM SPACES ARE PROPOSED AT THE FRONT OF THE BUILDING. L"DSCAPEW ALL EXISTING LANDSCAPING OUTSJDE UAd(TS OF PROPOSED IMPROVEMENTS _0 WILL 8E PRESERVED. -t-, I Ir I - VVV ��f�t fw'n P-0-0-1 CO COVER SHEET ' Rc$� a C1 EXISTING CONDITIONS/DEMO C2 SITE PLAN FEB 5 C3 GRADING/PAVING,/STORIVIWATER PLAN 1-1.0 LANDSCAPE PLAN OI aaj-!�2mt 1-1.1 LANDSCAPE GENERAL NOTES E1 PROPOSED LIGHTING NOT FOR CONSTRUCTION :31I 117wMCi7�iT�C�1L:7��11x+A1 1 Si= 1977 civil - transportation structural - geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.745.0537 f. 541.745.0389 www. B ranch Eng! n e e ri ng. cam Springfield OR I Salem OR D PR #52996 3 OREGON 45 fief GARY SA o AN1 EXPIRES: DEMMER 3/, 2015 project title: sheet: I gA >i 0 0 U U UJ Lu >- i > LIJ Z 0 W ,. 0 LU U.JU0 Cd LLJ r CL LLJ • �► ai UJ .� .i CL (A J rno i l i FEB. 15drawn by: MD designer:D .t • - . -002 sheet: I gA STM MH —G --RIM.454.18 24" FL NW=449.60 12" FL SE=450.36 "` — ---- 18" FL S=450.68 7454 6' CHAIN LINK FENCE AND IVY HEDGE d 0 in N C4 to C O c� N 0 0 r a i - N TAX MAP 17--03--25--22, TAX LOT 800 r e4 coovriaht @ 2014 Branch Enaineerina. Inc. NOTES Q PROTECT EXISTING CONCRETE. �2 PROTECT EXISTING TREES. O3 EXISTING 116MT POLE; GUY WIRE, AND OVERHEAD WIRES TO BE RELOCATED Q EXISTING BLOCK WALL/CONCRETE PAD TO BE REMOVED. LEAVE A CONCRETE PAD AROUND EXISTING WELL. O5 REMOVE EXISTING TREES. O6 EXISTING ACCESS 70 BE REMOVED ww# 4- fi- 3 fa z wt � A- &I 1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT SURVEY MAY DISCLOSE. 2. LOCATIONS OF UNDERGROUND UTILITIES SHOWN ARE BASED ON A COMBINATION OF VISIBLE FACILITIES LOCATED ABOVE GROUND AND UTILITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION OF UNDERGROUND UTILITIES. 3. TAX LOTS SHOWN ARE APPROXIMATE. F')NOV If, -$;T0- 0 4 CITY OF SPRINGFIELD BENCHMARK 1242: FOUND CHISELED SQUARE IN TOP BACK OF CURB AT EAST END OF CATCH BASIN AT NORTHEAST CORNER OF INTERSECTION ELEVATION = 451.04 FEET (NAVD88) WN -DO -01 CI RM:452.35 12" FL N=446.72 �,12 �FL S=446.87 —..b .. �. r.....M-ft . '--42' STST sypn5 e000� john Sauac�h� GRAPHIC SCALE 0 15 30 Since IW7 civil - transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch En g i n eeri ng. com Springfield OR I Salem OR INS #52996 11lo-2.... �OREGONo � �?%ARY t, AN EXPIRiAS: DECEMBER 31, 2015 project title: CENTERLINE EXISTING FENCE 0617NG EDGE OF PAVEMENT G DOS17NG GAS UNE W--- D(ISIM WATER LIRE .-- , — ST --. —.— EXISTING STORMWA7ER LINE — --WW— — DXIS W WASTEWATER LINE ._.._ —T — — EXISTING TELEPHONE LINE E EX/STWG ELECTRIC LIN£ -- --0HW---- — - OVERHEAD Wff D017NG LIGHT POLE Wj ARM, C EXISTING GUY WIRE �--- �. (II1RNOWN U77LffY LOCATION ® E1rISTlNG ELECTRIC VAULT ETtlSTING JUNC77ON BOX o 0617NG SIGIitAt BOX a EX67wo UUTNM Bax p EXISTING TELEPHONE RISER ® DtIS'W WA7ER METER pq LY67WG WATER VALVE EXISTING WATER VAULT vb-�l Ex hNG EIRE CONNECTION 4& DUSTING FIRE HYDRANT ® D=NG CURB INLET EXISTING AREA DRAIN } EXIS77MG STORM AMWOLE - EXIS77NG SIGN f+�+ ANG MAIL BOX >- £xIS77NG LTD BUS STOP EXISTING D010YOUS TREE 06ANG EWRGREEN 7REE 777 D67ING BUILDING DUS77NG CONCRETE w D(IS77NG LANDSCAPE P Z 6`� SPOT ELEVATION x EXISTING CONTOUR Lu0i2 CONTOUR INTERVAL = 1 FOOT Z DISTANCES SHOWN IN FEET ADA PARKING STALL CI RM:452.35 12" FL N=446.72 �,12 �FL S=446.87 —..b .. �. r.....M-ft . '--42' STST sypn5 e000� john Sauac�h� GRAPHIC SCALE 0 15 30 Since IW7 civil - transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Branch En g i n eeri ng. com Springfield OR I Salem OR INS #52996 11lo-2.... �OREGONo � �?%ARY t, AN EXPIRiAS: DECEMBER 31, 2015 project title: revisions: i 61 to] 6311 1 ; N S to] U Mo a 0 L" 110A W, TJ I date: FEB. 131 2015 drawn by: MD designer: DAN project no: 14-002 sheet OVA, 4 R41 I • i 1 0 'i LL1 La >- a rl LLJ Z 0 A Lu0i2 UL1 Z U.J .J U C) 0 U LLJ L.0 rl LU• Co 0 CL W i UJ LLJ as LL < Z •� �� i j en CL revisions: i 61 to] 6311 1 ; N S to] U Mo a 0 L" 110A W, TJ I date: FEB. 131 2015 drawn by: MD designer: DAN project no: 14-002 sheet OVA, 4 R41 I • i 1 N TAX MAP 17-03-25-22, R"410211MOM HAYDEN BRIDG-vE, ROAD PROTECT EXISTING CURB. O2 PROTECT EXISTING FLAG POLE. O3 INSTALL SPEED BUMP. 4O FULLY LOWERED SIDEWALK DRIVEWAY O5 RAMP SIDEWALK 6" OVER 10 O6 EMERGENCY FIRE ACCESS O7 EMERGENCY BOLLARD W1 PUBLIC WORKS LOCK. 8O ENCLOSE EXISTING WELL O9 PROPOSED RAW GARDENISWALE. @ BICYCLE PARKING — 4 SPACES @ EXISTING SIGN TO REMAIN. Wf" 13 LOCA770N OF PROPOSED LIGHT RXTURES PROPOSED GR4SSCRUE OR APPROVED ALO NATE PROPOSED CONCRETE to Received - FEB 1 2015 Original Submit I tal--5f� GRAPHIC SCALE 0 15 30 NOT FOR CONSTRUCTION SUBJECT TO AGENCY REVIEW Rianch .IGINEERING- SinCe 1977 civil - transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Bran chEngi n eeri ng. com Springfield OR I Salem OR #52996 OREGON 'JARY t, AN EXPIRE' Dffcffgffl .31, 2015 project title: PROPERTY LINE CEIMUNE E1161ING FENCE DOTING OGE OF PA"Off G DOW0 G45 LINE W--- 06157= WATER UNE —ST— D(SflAfG STOAWWAZER LINE —W— D65nNG WASTEWATER LAVE —T DOTING TEUPHOAF LINE E D(SThVG ELECTRIC LINE —OHW— OVERHE40 WIRES DZIM LIGHT POLE W1 ARM, 067ING GUY WIRE UNKNOWN U17U7Y LOC4WN D677NG ELECTRIC VAULT ni DOTING JUNCTION BOX EXISTING Sim BOX (A DMAW tflXff Y BOX EK677NO TELEPHONE RISER D67ING WATER MEIV? DOnNG WATER VALVE EXISTING WATER VAULT 0 D61SM FIRE" CONNECWN 0 00$TW FIRE HYDROT EXISTING CURB INLET DOSHNO AREA DRAIN DMA10 STORM 94NHOLE UJ D=AfG SIGN MRS VOTING MAIL BOX M DOTING LTD BUS STOP 0 DffnAfG DECIDUOUS TREE DOING EVERGRffN 7Rff DOTING BUILDING z DOTING CONCRETE 13 LOCA770N OF PROPOSED LIGHT RXTURES PROPOSED GR4SSCRUE OR APPROVED ALO NATE PROPOSED CONCRETE to Received - FEB 1 2015 Original Submit I tal--5f� GRAPHIC SCALE 0 15 30 NOT FOR CONSTRUCTION SUBJECT TO AGENCY REVIEW Rianch .IGINEERING- SinCe 1977 civil - transportation structural * geotechnical SURVEYING 310 5th Street Springfield, OR 97477 p: 541.746.0637 f: 541.746.0389 www. Bran chEngi n eeri ng. com Springfield OR I Salem OR #52996 OREGON 'JARY t, AN EXPIRE' Dffcffgffl .31, 2015 project title: revisions: A A %1k 5AW MAv date. FEB. 131 2015 drawn by: MD designer: DG/MLB project no: 14-002 sheet. C2 (A 0 0 0 U ,or U UJ Lu >- UIJ z 0 Cy. 0., UJ 2 LLJ Z UJ J U 0 0 U z UJ — W UJ C)e < UJ U CO 0 Z UJ LJJ LL u C) z o Cy. CL(A J U.1 CL V) revisions: A A %1k 5AW MAv date. FEB. 131 2015 drawn by: MD designer: DG/MLB project no: 14-002 sheet. C2 GEOTEXTILE FILTER FABRIC INSTALL. GRASS PLANTINGS PER LANDSCAPE DRAWINGS 3" PEA GRAVEL _.i 12" GROWING MEDIUM 18" OF 2 1/2" - 3/4" DIA. OPEN GRADED AGGREGATE STORAGE, WRAPPED IN FILTER FABRIC VEGETATED RAIN GARDEN SECTION SCALE: N.T.S. EXCAVATIONAND FLU ROUGH GRADING WILL BE NECESSARY TO ACHIEVE PROPOSED GRADES. ANY SUITABLE EXCAVATION MATERIAL WILL BE USED AS FILL IN LOW AREAS. UNADJUSTED PRELIMINARY CUT AND FILL VOLUME ESTIMATE.- CUT STIMATE:CUT = 1,000 CY FILL = 300 CY tZI a� G G G a ... ,.. ,,.,...,,�.. ,A„ • � `mow a ..r �� .r �+.ar� ... •i'T-TAIV EJ J "" 42" ST --» j �~ - 454 < ... _ " • TOP. 454.E.- '. •' • 453 B lTC1J4l: 452.80 taaa �, - d, b d' q • rJ i )aaa f na. c w W W w• .,' d a Q d.� i NOTES U1 FURNISH AND INSTALL NEW DUAL COMPARTMENT CATCH BASIN IN/ FOSSIL FILTER INSERT. U2 FURNISH AND INSTALL 8" S70RMWA7ER PIPE WITH TRACER WIRE. O3 CONNECT TO EXISTING STORMWATfR PIPE CONFIRM FLOW UNE AND NOTIFY ENG/NEER IF DIFFERENT. O4 RAIN GARDEN PER DETAIL THIS SHEET. O5 FURNISH AND INSTALL CURB CUT SPILL WAY. O6 INSTALL, VERTICAL CURB. O7 CONSTRUCT STANDARD CONCRETE CURB AND GUTTERS. U8 PROTECT EXISTING SIDEWALK. Q9 CONSTRUCT NEW ASPHALT PAVING AND CRUSHED ROCK BASE 10 INSTALL GRASSCREfE OR APPROVED ALTERNATE 1 T INSTALL CONCRETE WALK. 12 INSTALL TYPE D' D1TCH INLET. 1* rf t *"Lana- �G I aI G G i RnAD I ( i w �°fa : •'• • s:�: w W W .,. !v- �♦w w w w w .). 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LAWN REPAIR M STEPPING STONE 2x2 square precast concrete VISION CLEARANCE o SITE LIGHTING See Electrical LANDSCAPE PLAN NOTES 1. All survey information provided by: Branch Engineering, Inc. y 310 5th Street -�_— Springfield, OR 97477 P: 541.746.0637 F: 541.746.0389 Dated; February 10, 2015 1. Verify existing conditions in the field. Notify Owner's Representative of any discrepancies. 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. I 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 drip -line 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 owner's Representative. Notify Owners Representative prior to performing any excavation within protection areas. 4. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. 5. 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. SCALE I " =- 30'-0" f .f LIJ CAMERON MC'CARTHY LANDSWE ARCN1MM & PiAiMG 180 East Bmadway - Eugene Oregon 97491 v 541-485.7385 f 541.485.7389 www.cameronmccarthy.com STAMP 285 .r: [.A Y if 1L t OREGON 14 Checked: Drawn Sr. JKL Checked: JKL Project1k. 1506A Dare: 02/13/201S Rev. #: Date= # ddlmmlyy TYPE SITE REVIEW SHEET TITLE Lan 9C V1` LANDSCAPE 501-aaAAC) ALAN P� 5of `7 Date d SHEE t` ## FEB2015 nqn a i INTERIOR PARKING LOT PLANTING `may INTERIOR PARKING LOT PLANTING SDC 4.4-105(F)(2) SDC 4.4-1 o5(FX2) --- 5 -FT INTERIOR YARD SETBACK PARKING LOT AREA 15,185 SF 10 -FT FRONT YARD SETBACK PARKING LOT AREA 27,990 SF SDG 3.2-215 SDC 3.2-215 190 LF {950 SF} REQUIRED 760 SF 470 LF {4700 SFS5! S% REQUIRED 19400 SF 5 -FT STREET LANDSCAPE STRIP - PROPOSED LANDSCAPE 6,400 SF i �' PROPOSED LANDSCAPE 2,350 SF SDC 5.15-120 (A } ---= - 380 LF (1800 SF) EUI': i a EN ALS 5 -FT STREET LANDSCAPE STRIP J_ _ .-..». _ , --- - ---_ - - ___.___ _ ..- _� _. - ' i.•', SDC SDC 5.15-120 (A) { .__ � d ) 34 _-. -_..._ i --- _L. --'-' --•� -- - -.-....---- ` • -..__ __._ . �_ � 1 � - -•---'�f•--'-".. - � � � °' a - 5 ` { .. •• •� 1 '� •�n . jp .. yrl -,y .Y '�, . i ,..n'•fi i 1 y x. '.� •. � '^' '`�t�.i. :rUy.� s .• i r- �: •, aY' Y. . a.- w .. .ti.� _.?�" ; + 11 - 4 `` .•y: - / • . •' j �• -! ,� �. i• .. t ••-t,., +. 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' �.�*���♦��� �}Zi►�!!t MC Ap qP t ++i+!*i+i'++i+i+i°+°+♦+++ii+i+�".+i+i+0+'+�i'++a+i+++i'++i+!` "_ .`- 'fib' t ♦ ♦ ► t► • s+iii+i+i++♦i+#♦i+e+i+i + # +#i ! � ++! + ♦ ...rY °++++ +#+i+i+++i#i+i+i+i+i+i'i! ♦' •' T •. �+�+*++++++++l++�l+*++++++++++++++�++'+#+++�+++��+#°+++;*�++i+i+��i+i+i°*!�°i+i+i+i+ice +iii+Ali'a+i+i+i+i+i'++i°il++i+i+i+i+i it+i��♦� � ►�i!♦�'�♦�' • ! +was f� � / �.�. .+++�+♦+++++++�►,fit �♦ ♦�� a ft m d r 5 -FT STREET LANDSCAPE STRIP SDC 5.15-120 (A) 10 LF (50 SF) 111 1 SC i : ' 5 -FT INTERIOR YARD SETBACK SDC 3.2-215 240 LF (1,200 SF) I NaLl:411mg -- PROPERTY LINE LANDSCAPE SETBACKS ..• — Code -required g EXISTING TREES To Remain PROPOSED STREET TREE Minimum 2 -inch caliper; SDC 4.4-105 and 4.2-140 ♦ PROPOSED DECIDUOUS TREE Minimum 2 -inch caliper for all code -required trees PROPOSED EVERGREEN TREE PLANT BED LAWN AREA := .:�•� : ,i; REINFORCED LAWN AT FIRE LANE ttiRt++. LAWN REPAIR M STEPPING STONE 2x2 square precast concrete VISION CLEARANCE o SITE LIGHTING See Electrical LANDSCAPE PLAN NOTES 1. All survey information provided by: Branch Engineering, Inc. y 310 5th Street -�_— Springfield, OR 97477 P: 541.746.0637 F: 541.746.0389 Dated; February 10, 2015 1. Verify existing conditions in the field. Notify Owner's Representative of any discrepancies. 2. Verify exact locations and routing of existing underground utilities prior to starting excavation. I 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 drip -line 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 owner's Representative. Notify Owners Representative prior to performing any excavation within protection areas. 4. Protect all existing trees and plant materials to remain including limbs, trunks, roots and root zones. 5. 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. SCALE I " =- 30'-0" f .f LIJ CAMERON MC'CARTHY LANDSWE ARCN1MM & PiAiMG 180 East Bmadway - Eugene Oregon 97491 v 541-485.7385 f 541.485.7389 www.cameronmccarthy.com STAMP 285 .r: [.A Y if 1L t OREGON 14 Checked: Drawn Sr. JKL Checked: JKL Project1k. 1506A Dare: 02/13/201S Rev. #: Date= # ddlmmlyy TYPE SITE REVIEW SHEET TITLE Lan 9C V1` LANDSCAPE 501-aaAAC) ALAN P� 5of `7 Date d SHEE t` ## FEB2015 nqn a i rs CD co T_ f LU X IL Z 5 Z H W 3 CL u -3 T- J tti W (P 0 M C d �a C ca Ji Elk E 0 0 LANDSCAPE QUANTITIES 1. GENERAL LANDSCAPE AREA REQUIREMENTS: General Landscape (per Low Density Residential Development Standards SDC; 3.2-215, and Minimum Development Standard SDC 5.15-120(A)): Front Yard Setback: 10 FT 4,700 SF* Interior Side Yard Setback: 5 FT 2,150 SF Street Planter Strip: 5 FT 2,400 SF* * Actual Front Yard Setback (4700 SF) landscape will include 2,400 SF of the required Street Planter Strip (required by SDC 5.15-120(A)). Street Planter Strip landscape square footage is not included in Total General Landscape amount SUB -TOTAL REQUIRED GENERAL LANDSCAPE (lawn or shrub) 60850 SF* ll. PARKING LCAT LANDSCAPE AREA REQUIREMENTS: MINIMUM INTERIOR PARKING LOT LANDSCAPE REQUIREMENTS 5% of Interior Parking Lot Landscape (per SDG 4.4-105 (F)(2)) 2,160 SF SUB -TOTAL REQUIRED PARKING LOT LANDSCAPE 29160 SF 111. STORMINATER TREATMENT FACILITY LANDSCAPE REQUIREMENTS Total Stormwater Treatment Facility Area: 41585 SF SUB -TOTAL REQUIRED STQRMINATER FACILITY LANDSCAPE 41585 SF TOTAL REQUIRED LANDSCAPE AREA Q. - Ill. Subtotals) Includes general Landscape, Parking Lot Landscape, and Stormwater Facility Landscape Sub -totals X13,595 SF TOTAL OVERALL PROPOSED LANDSCAPE AREA includes required landscapes and additional landscape 349830 SF Plant Bed: 20,345 SF Lawns: 5,205 SF Vegetated Stormwater Facilities: 5,280 SF ROCK FLOW SPREADER CURBSTOP ca ASPHALT PAVING ZONE B ZONE A Side Total Facility Slopes Bottom Width Varies Total Facility Width Varies zpolllffs ZONE B Side slopes BASIN BOTTOM PLANTS (ZONE A, Groundcovers) - I gat GROUNDCOVERS (ZONE B) - I gal or equal ROCK MULCH - 3" depth 0011 W I F11 VEGETATED RAINGARDEN { SWALE The facility area is equivalent to the total area of the basin, including bottom and side slopes, as developed in the sizing calculations.. Minimum plant material quantities ere as follows: FACILITY SIDE SLOPES (ZONE B) (80) Groundcover. Per 100 sq ft of area. Size: I gallon or equal. Spacing 18" an center. FACILITY BOTTOM (ZONE A) (80) Groundcover: Per 100 sq ft of area. Size: I gallon or equal. Spacing: Won on center. PLANTING SECTION NTS REQUIRED PLANTING: General Landscape Areas: 6,850 SF - (2) Min. 2 -inch caliper16-ft tall trees per 1000 SF 14 - (10) 5 -gal shrubs per 1000 SF 69 Parking Lot Landscape Area: 21160 SF - (1) Min. 2 -inch caliper tree, per 100 SF 22 - (4) 5 gal. large shrubs, per 100 SF 85 PROPOSED PLANTING: Parking Lot Landscape Areas: - Min. 2 -inch caliper trees: - 5 gal. large shrubs 23 To meet or exceed Code minimum Remaining Landscape Areas: - Min. 2 -inch caliper/6-ft height conifer trees: 24 - 5 gala large shrubs To meet or exceed Code minimum Mill b Ask "Me] L PLANTING CONCEPT/OUTLINE SPECIFICATIONS AND CODE REQUIREMENTS - Design Concept: The site is located on Hayden Bridge Road near 14th Street, in Springfield. The site is zoned Low Density Residential (LDR). Planting design will include institutional parking lot plantings, building foundation plantings, and stormwater facility plantings. Planted Setbacks and Screening Requirements: Per SDC 3.2-215: Front Yard Setback: 10 -FT Interior Side Yard Setback: 5 -FT There are no LDR parking or driveway setback area requirements. It is the intent to utilize a combination of shrub plantings, stormwater groundcover plantings and lawn areas to comply with planted setback requiremetns as allowed under SDC 4.4-105 (E)(3). Per SDC 4.4-105 (F): 5% of parking lot interior needs to be landscaped. Street Trees: Per SDC 5.15 -12th: 5 -FT wide landscape planter strip, including street trees is required. It is the intent to utilize a combination of shrub plantings, stormwater groundcover plantings and lawn areas to comply with planted setback requiremetns as allowed under SDC 4.4-105 (E)(3). Required Street Trees will be planted within right-of-way, adjacent to existing sidewalk. Required Tree Plantings: All trees required by Springfield Development Code will be minimum 2" caliper deciduous or 6 -ft minimum height coniferous at the time of planting. Stormwater Treatment Facility Plantings: Stormwater facility landscapes will comply with City of Springfield stormwater requirements for the facility types that are selected by Civil Engineer. Material Qualities and Specifiications: Required plants and trees will comply with City of Springfield requirements and will include deciduous street trees, deciduous accent trees, deciduous and evergreen shrubs, grasses, and perennials. Native species as well as nonnative species which are adapted to site growing conditions will be used. Planting Plan: A complete Planting Plan, related details, and technical specifications will be prepared by Cameron McCarthy Landscape Architecture & Planning and submitted to the City of Springfield Development & Public Works for review prior to installation. 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WALL MOUNT & OTHER EXTERIOR BUILDING LIGHT FIXTURES NOT INCLUDED IN CAL CULATION F fm II)i ✓ - 00001 gv\P �0 10f Date RcCoivad' I FEB 17 2015 Orlgmal' SubmtAA atal- LUMINAIRE LOCATIONS STATISTICS Location Alm Description Symbol Avg Max Min Max/Min Avg/Min No. Label x y z MH Orientation Tilt y z Neighbor 0.0 11b 1.1 fc 0.0 110 N/A NIA I A 7927.6 10066.9 20.0 20.0 -90.0 0.0 7926.6 10066.99 0.0 2 A 8(}25.4 10037.8 20.0 20.0 0.0 0.0 8025.4 10039.8 0.0 Property to Property 0.8 fc 3.7 fc 0.0 fc NIA NIA VISUAL 3 A 81,17.6 10034.3 20.0 20.0 0.0 0.0 8117.6 10036.2 0.0 Right-of-way 1.1 fc 5.7 fc 0.1 fc 57.01 11.01 4 A 8217.4 10036.9 20.0 20.0 0.0 0.0 8217.4 10038.8 0.0 NOTE.- WALL MOUNT & OTHER EXISTING BUILDING LIGHTING FIXTURES NOT INCLUDED IN CALCULATION. 5 A 8302.5 10082.7 20.0 20.0 180.0 0.0 8302.5 10080.7 0.0 6 A 8404.8 10077.6 20.0 20.0-90.0 0.0 8402.9 10077.6 0.0 0 0 7 A 8304.1 9981.7 20.0 20.0 180.0 0.0 8304,1 9979.7 0.0 LUMINAIRE SCHEDULE z 3: 0 8 A W1.6 9979.3 20.0 20.0 -90.0 0.0 8399.7 9979.3 0.0 IM Symbol Label City Catalog Number Description Lamp File Lumens LLF watts 9 A 8248.7 9918.2 20.0 20.0 90.0 0.0 8250.7 9918.2 0.0 13 MRT1 LED I MRTI LED WITH HLM ONE 108.6 -WATT LED, z 10 A 8402.6 9917.9 20.0 20-0 -90.0 0.0 8400.6 9917.9 0.0 A 10 638530/40KSR3 MODULE, 63LEUs, AIMED DOWN POS, MRT1-LED -1- Absolute 1.00 108.6 J W 53OmA DRIVER, 4000K 63853 0 40K -,Le 0 2 W 11 C 8239.6 10123.1 30.0 30.0 0.0 0.0 8239.5 10131.1 0.0 COLOR TEMPERATURE, S R 3 s J TYPE 3 LENS UJ 12 C W6.2 10114.3 30.0 30.0 0.0 0.0 8456.2 10122.3 0.0 EXISTING STREET 125 SERIES, 200W HPS ONE 200 WATT CLEAR co UJ 0 < 13 C 8017.0 10132.6 30.0 30.0 0.0 0.0 8017.0 10140.6 0.0 C 4 LIGHTS TYPE 3 MED CUTOFF E18 HIGH PRESSURE 12!�_20$�_WL 22000 1.00 230 0. CL SODIUM, HORIZONTAL DG.Ies 0 x 14 C 7861.6 10138.7 30.0 30.0 0.0 0.0 7861.6 10146.7 0.0 POS. W %J SURVEYING NOT FOR CONSTRUCTION SUBJECT TO AGENCY REVIEW 310 5th Street Springfield, OR 97477 p: 541.746.0637 f., 541.746.0389 tW"GINEERING- Springfield OR I Salem OR #52996 C OREGON o--_ All EXPIRM DECEMSM JI, 2015 Si9.ce IW7 civil -, transportation structural !geotechnical project title: Inn LA J 0 0 0 3: U U V) UJ LLJ >- o UJ z W ce. m w z U.J U 0 LLJ . III ame" W 0r.0 cl� U M 0 < z ' C:L U.J >- LU M LU L J C.0 < z N .J LU revisions: A date: FEB. 137 2015 drawn by: MD designer: DH project no: 14-002 PROPOSED LIGHTING www.BranchEngineering.com sheet: �I SURVEYING NOT FOR CONSTRUCTION SUBJECT TO AGENCY REVIEW 310 5th Street Springfield, OR 97477 p: 541.746.0637 f., 541.746.0389 tW"GINEERING- Springfield OR I Salem OR #52996 C OREGON o--_ All EXPIRM DECEMSM JI, 2015 Si9.ce IW7 civil -, transportation structural !geotechnical project title: Inn LA J 0 0 0 3: U U V) UJ LLJ >- o UJ z W ce. m w z U.J U 0 LLJ . III ame" W 0r.0 cl� U M 0 < z ' C:L U.J >- LU M LU L J C.0 < z N .J LU revisions: A date: FEB. 137 2015 drawn by: MD designer: DH project no: 14-002 PROPOSED LIGHTING www.BranchEngineering.com sheet: �I NOT FOR CONSTRUCTION SUBJECT TO AGENCY REVIEW 310 5th Street Springfield, OR 97477 p: 541.746.0637 f., 541.746.0389 tW"GINEERING- Springfield OR I Salem OR #52996 C OREGON o--_ All EXPIRM DECEMSM JI, 2015 Si9.ce IW7 civil -, transportation structural !geotechnical project title: Inn LA J 0 0 0 3: U U V) UJ LLJ >- o UJ z W ce. m w z U.J U 0 LLJ . III ame" W 0r.0 cl� U M 0 < z ' C:L U.J >- LU M LU L J C.0 < z N .J LU revisions: A date: FEB. 137 2015 drawn by: MD designer: DH project no: 14-002 PROPOSED LIGHTING www.BranchEngineering.com sheet: �I