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Plan, Final APPLICANT 5/1/2023
~ O ~ � o o J S T. J ST. SILKE I S . SITE STADUIN SPRINGFI LD L; Dl SCHOOL ST. ST, CENTENNIAL PARKER I ST LLAMALANE 1000 PARK O C/) Co N N SCHOOL F ST � SAINT E ST ALICE SC OOL 500 D ST 500 VICINITY MAP NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION ZONING & METRO PLAN DESIGNATION NORTH LOW AND HIGH DENSITY RESIDENTIAL SOUTH LOW DENSITY RESIDENTIAL EAST MIXED USE COMMERCIAL WEST PUBLIC LAND AND OPEN SPACE SHEET INDEX J O O U Cl) = 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE PLAN & UTILITY PLAN � N LEGEND 490 EXISTING MAJOR CONTOUR AND ELEVATION z O EXISTING MINOR CONTOUR 12" S i _EX. . - EXISTING STORM DRAIN AND SIZE EX. 8" W.W_ W Inwu) EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE ----10-YEAR TT--- EXISTING TIME OF TRAVEL LINES 1 EXISTING FENCE x EXISTING WATER VALVE 0 EXISTING WASTEWATER MANHOLE NOTES: 1. APPLICANT/OWNER: SPRINGFIELD SCHOOL DISTRICT 19 2. APPLICANT'S REPRESENTATIVE: FAVREAU ENGINEERING. 2206 COUNTRY HAVEN DR, EUGENE, OR 97408, 541-556-4425. 3. 17-03-35-11 TAX LOT 3400 4. WATER, POWER, GAS, TELEPHONE AND CABLE WILL BE PRIVATE AND LOCATED ON PRIVATE PROPERTY 6. OMIT 7. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES. 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 4,712 SQUARE FEET. 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 11. PROPOSED IMPERVIOUS AREA = 4,712 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. OPEN SPACE: 870,000 SQUARE FEET 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACE 16. BENCHMARK: BRASS DISC IN S TO, W EDGE HCR ® BE COR INTX "12TH/I 250" ELEV. = 459.05 (NAVD 1988). 17. THE NEAREST FIRE HYDRANT IS LOCATED APPROXIMATELY 300' SW OF THE PROPOSED BUILDING. 18. THE PROPOSED FACILITY WILL BE LOCKED WHEN THE ADJACENT FIELDS ARE NOT BEING USED. DURING EVENTS, THE PROPOSED RESTROOMS INCLUDED IN THE PROPOSAL WILL BE AVAILABLE FOR PARTICIPANTS AND SPECTATORS. FOR LARGER EVENTS, PORTABLE RESTROOMS WILL BE UTILIZED IN ADDITION TO THE PROPOSED FACILITIES IN ORDER TO ACCOMMODATE ADDITIONAL USERS. SOIL TYPES. #76 MALABON-URBAN LAND COMPLEX, SOIL GROUP C, WELL DRAINED #2226A AWBRIG-URBAN LAND COMPLEX, SOIL GROUP D, POORLY DRAINED FEMA THE SITE IS ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1142F, DATED 2 JUNE 1999. NO BASE FLOOD ELEVATION DETERMINED WELLHEAD PROTECTION SITE IS LOCATED WITHIN THE 10 YEAR AND 20 YEAR TIME OF TRAVEL ZONE. ENGINEER'S NOTE THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS AND THE CITY OF SPRINGFIELD. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. ANY ESTIMATED QUANTITIES HEREON ARE ONLY FOR THE PURPOSE OF OBTAINING THE NECESSARY PERMITS, AND FAVREAU ENGINEERING DOES NOT GUARANTEE THE ACCURACY OF THE ESTIMATED QUANTITIES. THE CONTRACTOR SHALL PERFORM HIS OWN QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS INCLUDING POTHOLING AND LOCATING EXISTING UNDERGROUND UTILITIES AND SHALL REPORT DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. EX LED STREET LIGHT I J O O U Cl) = U Q LL � N W z O w Lu i o U) 0 T W Inwu) RIM: 4DU.DL IS OUT: 457.19 19, ' ' GRAPHIC SCALE 40 0 20 40 w 160 / / ( IN FEET) / 1 in0h = 40 ft. / / / / / EX. SOFTBALL FIELD EX. PLAYGROUND 35' E- m m GATE IST I EX. SCHOOL BUILDING COVERED _- STRUCTURE _4 86.9' TO PL 20" TREE 1 ' DRIP LINE TL 3401 „" 6D'f AC ESS ROAD " L e G STREET EX HYDRANT- 30' DWY / - 3 ' PAVE 60' OW E Ix LED STREET LIGHT Z a Z J O O U Cl) = U Q LL � N W z O w Lu V o U) W Inwu) J Z a 1 w U ILLI cD z U� Q cn z O ` 3 LIZN U o W a m U a a O Z EO 8 U) �W o W fi 9 0 SHEET 1 OF 2 N K � N Lu L.0 >v }m � o 9 Z r O1 m c J UO o Q W w iy w LIZN W SHEET 1 OF 2 STORMWATER TREATMENT NOTE STORMWATER RUNOFF OF NEW BUILDING TO BE TREATED NA EXISTING VEGETATION SURROUNDING BUILDING CONSTRUCTION NOTES U POTHOLE AND VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY FOUND DISCREPANCIES. Q2 INSTALL 4" WASTEWATER LINE, CLASS "A" BACKFILL Q3 INSTALL 2" WATER LATERAL, CLASS "A" BACKFILL ® EXISTING ABANDONED B" WATER LINE TO BE USED AS A CONDUIT FOR NEW WATER SERVICE QS INSTALL EJECTOR PUMP PER PLUMBING PLANS © INSTALL 2" PRESSURIZED WASTEWATER LINE, CLASS "A" BACKFILL, MAINTAIN A MIN 2' OF COVER Q7 INSTALL PUBLIC FIRE HYDRANT. MAINTAIN 3' SEPARATION FROM GATES/FENCES ( REMOVE ABANDONED WATER LINE AND INSTALL B" DUCTILE IRON WATER LINE, CLASS "B" BACKFILL Q9 INSTALL 4" DUCTILE IRON WATER LINE, CLASS "A" BACKFILL 10 INSTALL BACKFLOW PREVENTER PER SUB STD DWG W2.02 11 CONNECT TO EXISTING WATER 12 CONNECT TO EXISTING MANHOLE. AN ENCROACHMENT PERMIT FROM THE CITY OF SPRINGFIELD IS REQUIRED FOR THIS CONNECTION TO BE OBTAINED BY THE CONTRACTOR PRIOR TO ANY EXCAVATION IN OR AROUND THIS MANHOLE. EX \I SILKE FIELD EX SCHOOL BUILDING RIM: 460.52 IE OUT: 457.19 ROOF RUNOFF TO SURFACE D17ARGE TO EXISTING7 TATIOI 460.20 EG-\ ' ' ' 459.90EG 2 124' 1 TAEUNWA 5 m Ek GRAGEI. PER ARCHITEMURAL MAMINGS 460 00 EG' TO REMAIN `oJ\ 460.37 EG EXISTING SOFTBALL FIELD _ _ \ ABANDONED S" W GRAPHIC SCALE a0 0 20 40 eo ie0 ( IN FEET ) I inch = 40 ft ADA ACCESSIBLE ROUTE EX. SCHOOL BUILDING G STREET EX. SOFTBALL FIELD �— ADA ACCESSIBLE ROUTE COVERED STRUCTURE u �rcnvW EX GATE 9 w a 36't 1.9' TO PL EX. PLAYGROUND 86.9' TO PL 20" TREE DRIP LINE, 0 11 ml I: EX GRAVEL ROAD I I TL 3401 �t2I EX HYDRANT I 30' DWY INSTALL "NO PARKING FIRE LANE" SIGNS INSTALL "NO PARKING FIRE LANE" SIGNS =SS GATE INSTALL "NO PARKING FIRE LANE" SIGN LED STREET LIGHT a O Z EO E U) �W o W CC 35' AVE J L N �60'RO O Lu LLj . } > v F } ao 0 zM z U J c a C U Q 1EX 6 w < iy w } LL N D w ° IST M a 2 z0 o w LJJ U)c`D EX LED STREET LIGHT U ZCL o IZ /� Of U) F— t% z L) Y 3 O I, O a EX. SOFTBALL FIELD �— ADA ACCESSIBLE ROUTE COVERED STRUCTURE u �rcnvW EX GATE 9 w a 36't 1.9' TO PL EX. PLAYGROUND 86.9' TO PL 20" TREE DRIP LINE, 0 11 ml I: EX GRAVEL ROAD I I TL 3401 �t2I EX HYDRANT I 30' DWY INSTALL "NO PARKING FIRE LANE" SIGNS INSTALL "NO PARKING FIRE LANE" SIGNS =SS GATE INSTALL "NO PARKING FIRE LANE" SIGN LED STREET LIGHT a O Z EO E U) �W o W CC SHEET 2 OF 2 N N L N Lu LLj . > v } ao 0 zM m c J UO o Q w w iy w N D w a SHEET 2 OF 2 PLAN NOTES 1. NEW 480Y/277 VOLT 3 PHASE PAD MOUNT TRANSFORMER TO BE INSTALLED UNDER A SEPARATE CONTRACT. 2. NEW METER BASE FOR SOFTBALL FACILITY AND SERVICE LATERAL TO TRANSFORMER TO BE INSTALLED UNDER A SEPARATE CONTRACT. Paradigm 3. RUN NEW CONDUIT UNDERGRAOUND BETWEEN PULL BOXES. PULL SERVICE Engineering CONDUCTORS BETWEEN METER BASE AND SERVICE PANEL PER ONE LINE F.E. 111D DIAGRAM. J�85193AV LSer�Dnve Ergine, Oc 97405 4. RUN SERVICE CONDUIT IN COMMON TRENCH WITH WATER LINE. 541 2851680 jkmmsidc@ouflook.com 5. PROVIDE NEW PULL BOX AT CORNER OF BUILDING. EXTEND SERVICE CONDUIT TO SERVICE PANEL - SEE POWER PLAN FOR PANEL LOCATION. PULL SERVICE CONDUCTORS PER ONE LINE DIAGRAM. 6. THIS PULL BOX AND CONDUIT BETWEEN PULL BOX AND METER BASE WILL BE INSTALLED UNDER A SEPARATE CONTRACT. n 124' - REMAIN PROPOSED BUILDING PER ARCHIECIURAL DRAWINGS °° EX GRAVFI, EX GRAVEL FF=460.95 /O " i0 REIdAIN EX 5 ^< / - ¢ Ems, \ a 4} ✓' SILKE FIELD EXISTING SOFTBALL FIELD \ 4 ,a U -----� PROP. 4' w _�L ABANDONED EX 8" W '___ ___ __ _ _ — 0C 7 EX SCHOOL BUILDING U z o U130EX. SOFTBALL FIELD I � O °I Q p -I w 156.9' TO PL Z EX. PLAYGROUND FLL+i Cn 1 1 hal EX. SCHOOL BUILDING COVERED O STRUCTURE 86.9' TO PL i 20" TREE 11' DRIP LINE M� GRAPHIC SCALE ; PFS JE T L- D p 40 SO sD ELECTRICAL I ( IN FEET ) I inch = 40 ft SITE PLAN CHECNm N. JK DRAWN W. DAIS: PMECT M. 4/1/2023 MIX NVAE DRAWING SCVE PLDT SCVF. AS NOTED 1-1 SHM N0: REV. E001