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HomeMy WebLinkAboutPlans Applicant 7/13/20230 0 C 6 WEST ELEVATION 114" = 1'-0" 5 EAST ELEVATI 114" = 1'-0" Lev I DOWNSPOUTS BIKE RACKS, TVP. 4 SOUTH ELEVATION 114" = 1'-0" 3 NORTH ELEVATION 114" = 1'-0" _ o" Level 1 CHANLNK FENCE W/ VINYL SLATS BIKE RACKS Y171i�� MEASUREMENTS AND MATERIALS TYP. FOR ALL ELEVATIONS 4 A10 2 ROOF PLAN 114" = 1'-0" zz-v �-u- A104 DOWNSPOUT 3 Cl o �- - - BIKE RACKS 1 FLOOR PLAN 114" = 1'-0" 4 A10 5 le ICoPOu 6191111 n 5A104 0' z 4' 8' N N GRAPHIC SCALE O >00 ARCHITECTURE ■ SHEET TITLE: TRASH ENCLOSURE REVISIONS: # DESCRP. DATE ISSUE DATE: 07/12/23 A104 I � I PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME SIZE REMARKS ACC 2 Acer ciroinatum Vine Maple 6' ht. Multi -stem, B&B ACRR 2 Acer rubrum'Red Sunset' Red Sunset Maple 2" cal Matching, limbed up to approx. 6 ft. CG 2 Quercus garryana Oregon White Oak 2" cal. Single stem, full, well branched ZSGV 3 Zelkova semata'Green Vase Green Vase Zelkova 2" cal, Matching, limbed up to approx. 6 ft. SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS EUAC 14 Euonymus slatus'Compactus Compact Burning Bush 5 gal Matching, full MAA 10 Mahonia aquifolium Oregon Grape 5 gal Matching, full POM 14 Polystichum munitum Western Sword Fern 3 gal Matching, full PLO 11 Prunus lauroceresus'Otto Luyken Otto Luyken English Laurel 5 gal Matching, full RIS 10 Ribes sanguineum Red Flowering Currant 5 gal Matching, full VID 29 Viburnum davidii David Viburnum 3 gal Matching, full SMALL SHRUBS QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AU 64 Arctostaphylos uva-urs! Kinnikinnick 1 gal Matching, full, 24" o.c. COSK 23Cornus sericea'Kelseyr Dwarf Redtwig Dogwood 2 gal Matching, full SPB 36 Spiraea betulifolia Bimhleaf Spirea 3 gal Matching, full mi ► ajam. A. SOIL PREPARATION LAWN AREAS 1. FINISHED ELEVATION OF SUB -BASE TO BE 8" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF 8• MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 8' MINIMUM OF SANDY LOAM OVER TILLED SUBGRADE. ADD 15-5-10-10 FERTILIZER TO TOPSOIL AT A RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8-10' MINIMUM. NOTE: NATIVE SOIL MAY BE USED AS SANDY LOAM PROVIDED THAT IT HAS LOOSE, CRUMBLY COMPOSITION AND IS NOT COMPACTED. SUB -BASE AND TOPSOIL SHOULD BE DRY DURING INSTALLATION AND GRADING TO PREVENT COMPACTION AND FUTURE POOR DRAINAGE CONDITIONS. IF NATIVE SOIL CHARACTERISTICS ARE UNSATISFACTORY, AN APPROVED SANDY LOAM SHOULD BE IMPORTED TO THE SITE. PLANT BEDS 1. FINISHED ELEVATION OF SUB -BASE TO BE 18" MINIMUM BELOW FINISHED GRADE. 2. TILL SUBGRADE THOROUGHLY TO A DEPTH OF B'MINIMUM PRIOR TO PLACEMENT OF TOPSOIL. 3. PLACE 18" MINIMUM OF TOPSOIL OVER TILLED SUBGRADE. ADD 4'OF ORGANIC MATERIAL AND 15.5-10-10 FERTILIZER TO TOPSOIL AT THE RATE OF 20 LBS. PER 1000 SF. ROTO -TILL AMENDMENTS AND TOPSOIL TO A DEPTH OF 8' MINIMUM. 4. PROVIDE 3" OF SHREDDED FIR BARK MULCH OVERALL PLANT BEDS. 5. PROVIDED "SPADED EDGE" TO SEPARATE LAWNS AND PLANT BEDS. 1 ,i DOUGHERTY LANDSCAPE ARCHITECTS 474 Willamette Street Suite 305 Eugene, Oregon 97401 P 541.683.5803 F 541.683.8183 WWW. esign.00rn 279 279 •• ["� Devid T. Dougherty Me OREGON c` PE AgC`�` Client / Consultant Name Address Address 2 City, State Zip Phone B. PLANTMATERIAL 1. PROVIDE ONLY HEALTHY, FULL PLANT MATERIAL AT SIZES INDICATED. 2. PLANT SUBSTITUTIONS TO BE APPROVED BY LANDSCAPE ARCHITECT. 3. PLANT LAYOUT TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. Z IRRIGATION SYSTEM DESCRIPTION p 1. AUTOMATIC, UNDERGROUND IRRIGATION SYSTEM WILL BE J PROVIDED FOR ALL LANDSCAPE AREAS. Z) O 2. SYSTEM WILL PROVIDE HEAD TO HEAD COVERAGE. M 3. SYSTEM WILL PROVIDE SEPARATE ZONES FOR DIFFERENT W SOLAR ORIENTATIONS. n/ w 4. HEAD LAYOUT WILL MINIMIZE OVERSPRAY ONTO PAVED LL SURFACES. Q L_L Z O PLANTING LEGEND D 0- T0 REES U w W Z_ + EXISTING TREE Q Cl) _O NEW LAWN m It EXISTING LAWN TO BE RESTORED Data: 05.24.23 Drawn By: EH LARGE SHRUBS Checked By: DJD Submission: ®n0 SMALL SHRUBS SITE REVIEW Revisions PLANTING PLAN l ZNI l 0 4 8 16 32 64 SCALE: 1/16" = V-0" NORTH LA 1 DLA INC. COPYRIGHT 2020 '. I 1 1111 Ral_!_I_II I � 1�1 III—III SITFME SringFsk 5 =esu VICINITY MAP ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(,)(i): DIRECTION ZONING & METRO PLAN DESIGNATION NORTH LOW DENSITY RESIDENTIAL SOUTH LOW DENSITY RESIDENTIAL EAST LOW DENSITY RESIDENTIAL WEST LOW DENSITY RESIDENTIAL SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SURROUNDING PROPERTIES MAP 3 SITE PLAN & UTILITY PLAN I L!%CNII'1 — —490— EXISTING MAJOR CONTOUR AND ELEVATION U EXISTING MINOR CONTOUR _ EX. 12" S.D._ _ EXISTING STORM DRAIN AND SIZE EX. 8' W.W_ () — EXISTING WASTE WATER AND SIZE EX. r W EXISTING WATER LINE AND SIZE Z Z ----10-YEARTT --- EXISTING TIME OF TRAVEL LINES a EXISTING FENCE Q DQ EXISTING WATER VALVE 0 EXISTING WASTEWATER MANHOLE NOTES: 1. APPLICANTIOWNER: SPRINGFIELD SCHOOL DISTRICT 19 2. APPLICANT'S REPRESENTATIVE: FAVREAU ENGINEERING. 2206 COUNTRY HAVEN DR, EUGENE, OR 97408, 541-5564425. 3.17-03-35-14 TAX LOTS 11100,11200,11300 4. WATER, POWER, GAS, TELEPHONE AND CABLE WILL BE PRIVATE AND LOCATED ON PRIVATE PROPERTY 6. EXISTING BIKE PARKING = 36 STALLS (170 STUDENTS) =1 STALL PER 4.7 STUDENTS 7. POST -DEVELOPMENT NET LANDSCAPING =1.47 ACRES (54% OF TOTAL SITE) 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA =4,500 SQUARE FEET. 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 11. PROPOSED IMPERVIOUS AREA =4,300 SQUARE FEET. 12. THE PROPOSED DEVELOPMENT IS RECREATIONAL SPACE. 13. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS APPLICATION. 14. PROPOSED OPEN SPACE: 64,000 SQUARE FEET (54% OF TOTAL SITE) 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACE/LOW DENSITY RESIDENTIAL 16. BENCHMARK: BRASS DISC IN S TC, W EDGE HCR Q BE COR INTX "1ZTHII 250" ELEV. =459.05 (NAVD 1988). 17. THE NEAREST EXISTING FIRE HYDRANT IS LOCATED APPROXIMATELY 420' SW OF THE PROPOSED BUILDING. 18. THE PROPOSED FACILITY WILL BE LOCKED WHEN SCHOOL IS NOT IN SESSION. 19. POST -DEVELOPMENT TOTAL SITE IMPERVIOUS AREA = 54,500 SF (46% OF SITE) 20. POST -DEVELOPMENT TOTAL SITE OPEN SPACE = 64,000 SF (54% OF SITE) SOIL TYPES. R76 MALABON-URBAN LAND COMPLEX, SOIL GROUP C, WELL DRAINED FEMA THE SITE IS ZONE W AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1 142F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 20 YEAR TIME OF TRAVEL ZONE. zo 0 o GRAPHIC SCALE ao w 40 ( IN FEET I inch = 20 4t. CST EXSCHOOL TO REMAIN NOTICE TO CONTRACTOR ENGINEER'S NOTE U N LY Ll THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR () i SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF Z Z a THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY Q >v OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE d c 0 K o \ THESE LINES OR STRUCTURES. ANY ESTIMATEDQ UANTRIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF G H ' PERMITS AND FAVREAU ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATEDUANTITIES. THE CONTRACTOR ALL PERSONS AND PROPERTY THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO Q Q Z Q � m (ZONED R-1) SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN W U m _J J THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 2 Z z TO BE REMOVE UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. ,n W w AND REPLACED $" wag e U EX HPS LIGHT N z a Q 0 � w Fc�c U) Y m G 3 O a DST 3o a F- m U a x p �_ O O 7 �o _ /\ O N — x'4625— El a— O a- O Q i — v In X F Q O M N EXPLA YGROUND TL 11100 � (ZONED R -i) � v a a EX BARK PATH 0 o w w a z U U a a rn w w x 0 U a JEXAC EX WW END TL 11200 461.371E EX IRR BOX (ZONED PL) O EX PP L _ E Tn L W 1�1mY 0 zo 0 o GRAPHIC SCALE ao w 40 ( IN FEET I inch = 20 4t. CST EXSCHOOL TO REMAIN m w 11500 N LY Ll �N i �_ EX SHED Lu TO BE REMOVED L >v K o \ Z TL 11300 M m (ZONED R-1) IX CONIC J ULL o W TO BE REMOVE EX UTIL VAULT w AND REPLACED $" iy w � EX HPS LIGHT N z � w 2T EX DWY a m w 11500 SHEET 1 OF 3 N LY �N �_ Lu L >v K o Z M m c J ULL o W Q w iy w � N z � w SHEET 1 OF 3 W U F Z Lu Q 0- :2 J_ O Q U m o Z w Z w Z Q Q c� o J z a z W D Q C) O Y 00 03 V) U m I 0] U a n umo numo nano O I i O O O N 1 I � o a- O DSTcnX '0 I Q J M N d � rF N o— -- -Al � � a — — i PROP PRIVATE UTILITY EASEMENT UAAYGROUND SEE EASEMENT DOCS o 3 yaEv np I w o 7b00 7700 7500 l I a N w I IXWIXFAM a p U SHEET 3 EmQ IXM IXIIAE MtlY I - FT'PnW Y oo_ Z L O r WW o� 10301 10300 PROP PUB IC UTILITY EASEMEN Ek— ImLllnr SEE EASE ENT DOCS ',�IXHa„nM I TIXAIY CST > � m x Q N 1 in 0 L N LuN i V 10600 10000 15100 15000 14900 14500 14702 14701 14500 14500 14400 14300 Lm Ho Z;! 1 1 153 Q w W N D z W PRO 5 a w ���00 +Fss'ov GRAPHIC SCALE b o 20 W so 160 r O bE 401 ( IN FEET�lF�yefS, 1 inch = 40 ft. SHEET 2 OF 3 �m rso STORMWATER TREATMENT NOTE STORMWATER RUNOFF OF NEW BUILDING TO BE TREATED VIA EXISTING VEGETATED BUFFER CONSTRUCTION NOTES 1O CONNECT TO EXISTING UTILITY. POTHOLE AND VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY O2 INSTALL 6" WASTEWATER LINE, CLASS 'A' BACKFILL O3 INSTALL V WATER LATERAL, CLASS" A" BACKFILL O INSTALL BACKFLOW ASSEMBLY PER W2.00 OS INSTALL 6' DUCTILE IRON WATER LINE, CLASS "B" BACKFILL © INSTALL PUBLIC FIRE HYDRANT O7 INSTALL CONCRETE 4 -THICK O INSTALL 4" LEVEL 2,112" DENSE ACP O INSTALL WASTEWATER CLEANOUT 10 INSTALL 6" AREA DRAIN 1 Fr.Ftin WLK CONCRETE WALK AC ASPHALT CONIC CONCRETE PAD FF ELEVATION OF FINISHED FLOOR GRADE BREAK Q PROPOSED ASPHALT -4"THICK PROPOSED CONCRETE -4'THICK GRAPHIC SCALE 20 0 10 20 w w ( IN FEET ) I inch = 20 R. DST U) 0 N K z C Q N W iV Is F Q 1 :3U Z m o w w 0 Q J U c J r4625— W Q d w H- — p 1n Y (n m L o � w O J m U a EXPLA)"GROUND n 11100 � I (ZONED R-1) I 11000 EX BARK PATH I I INSTALL 5'X5' CONIC LANDING EX AC 7 I EX WW END 1 TL 11200 461.371E EX IRR BOX (ZONED PL) I 34.44'TO PL PROP S"WW EX PP PROP BLDG FF=464.00 461.6 IE 2 / 36' 463.50 RIM B 46 .70 RIM 9 I 461.771E 461.371E PROP SPLASH 464.00 PROP SPLASH j PR( PUG ELEC (S SUBDESIGN) BLOCK 464.00 WLK 10' BLOCK j I _ a PROP6"v 12 Li P; 4 AOC C I... m PROP 6'X6'BIKE PARKING H 463.40 CONIC j PROP SPLASH SEE ARCH PLAN 6 7 BLOCK PROP TRASH ENCLOSURE 7 23' j 11500 11600 SEE ARCH PLAN _a 463.30 RIM a� 463.30 WLK 5' 1U I 2: 462.401E j 463.35 WLK 463.40 ACICONCI EXSCHOOL TO REMAIN46340 ACl mss PROP ELEC VAULT 462.67 WLK /sro oFy j (SEE SUB DESIGN) GRADE TL 11300 L., JS, (ZONED R-1) MAX 6 462.65 WLK m MATCH EX / / 4 .87 / EX UNL VAULT EX 7 Y TO REMAIN TO REN � / /rm 46.7 m SEX HPS LIGHT 1 462.31 WLK LANDSCAPING 2T EX DWY 462.41 AC MATCH EX pAy - REMOVE WEST HALF CSTs w > 6 OF EX DRIVEWAY `v; a .X INSTALL NEW 31 _ DRIVEWAYWING al 0 a 5 1 —--- ___ ___ ___ EX 6'W a 0 d a EZ O K Cn w W o W d' 9 U) 0 N K z Q N W iV Is F Q � o :3U Z m o w w 0 Q J U c J a W Q d w H- 0' p 1n Y (n m L o � w O J m U a a 0 d a EZ O K Cn w W o W d' 9 N K L N N W iV Is � o s z� O1 m c J UO o W Q w � w � N z � w