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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/23/2022STORMWATER TREATMENT NOTE STORMWATER RUNOFF OF NEW BUILDING TO BE TREATED NA EXISTING VEGETATION SURROUNDING BUILDING tlol ']IY.xi7171Y[171■►[171Y ( CONNECT TO EXISTING UTILITY. POTHOLE AND VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY FOUND DISCREPANCIES. Q2 INSTALL 6" WASTEWATER LINE, CLASS "B" BACKFILL Q3 INSTALL 2" WATER LATERAL, CLASS "B" 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 "B" BACKFILL Q7 INSTALL PUBLIC FIRE HYDRANT Q8 REMOVE ABANDONED WATER LINE AND INSTALL 8" DUCTILE IRON WATER LINE, CLASS "B" BACKFILL \\ SILKE FIELD \ f 1 RIM: 460.52 \�• IE OUT: 457.19 \ 457.49 IE 5 2 EX8"W EX SCHOOL BUILDING Q ROOF RUNOFF TO SURFACE DISCHARGE TO EXISTING VEGETATT( GRAPHIC SCALE IO 0 20 40 00 ISO ( IN FEET ) I inch = 40 ft 124' PRDP06ED BUILDING PFR MMUM& DRAWINGS W= FF460.90.95 EXISTING SOFTBALL FIELD EX LED STREET LIGHT EX. SOFTBALL FIELD ADA ACCESSIBLE ROUTES ADA ACCESSIBLE ROUTE 1.9' TO PL EX. PLAYGROUND EX. SCHOOL BUILDING COVERED STRUCTURE 86.9' TO PL 20"TREE 1 ' DRIP LINE, a 0 G STREET 35' I ST ^� GATE INSTALL "NO PARKING FIRE LANE" SIGNS J N N O IJ N O 2 Lu z U J LLj . > } ao 0 a = Q Zo F Ur LL = Z o p FIRE P0 L`' w 0 J U) a Q W Z_ � W o cD z U� D w 0 a 3 O a �m � U a I O r> 0 � o� I � O J d Q x a �a x Q H N N N W PROPOSED L PROP 8" W HYDRANT 36'i 7 EX GRAVEL ROAD TL 3401 0 'v 1 IL SAY � lAY EX HYDRANT 3d DWY ml INSTALL "NO PARKING FIRE LANE" SIGNS =SS GATE a O Z rLO U) �W o W d' EX LED STREET LIGHT SHEET 2 OF 2 N N IJ N Lu LLj . > } ao 0 Zo s INSTALL "NO PARKING o p FIRE LANE" SIGNS wLLT c w z iy w N D w a EX LED STREET LIGHT SHEET 2 OF 2 M ST. 12" S } U < _EX. . - EXISTING STORM DRAIN AND SIZE EX. 8" W.W_ L N L ST, EX.. 8" W ENGINEER'S NOTE o EXISTING WATER LINE AND SIZE ----10-YEAR TT--- THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES O N w TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY EXISTING WATER VALVE T CENTENNIAL EXISTING WASTEWATER MANHOLE 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 o PARKER Z REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF O S T. 1 CONSTRUCTION OF THE PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT J ST. J SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION cD SILK E MODOC Co CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONALS HARMLESS FROM ANY SITE cn z AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, I S . STAID IM I ST EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. SPRINGFI LD ILLAMALANE 1000 o HIGH SCHOOL O a PARK G ST. NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE j ~ SCHOOL . OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES Co 1 Cf)n F S T EXCEPT THOSE SHOWN ON THIS PLAN. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO SAINT 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 E ST ALI E SG OOL 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 500 QUANTITY TAKEOFF BEFORE SUBMITTING A BID FOR ANY PORTION OF THE IMPROVEMENTS COVERED BY THESE PLANS. D ST 500 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. 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 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 SITE PLAN & UTILITY PLAN LEGEND �:16911Re13k1lld:zd�7�[Q11:7:1TI�7gIx�F.\I[�P 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 ® SE 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. EX LED STREET LIGHT I I I I I d I I 9 EXISTING SOFTBALL FIELD / EX. SCHOOL BUILDING GRAPHIC SCALE 40 0 20 40 w 160 / ( IN FEET) / 1 inch = 40 ft. / / / a / o / 16 / G STREET EX. SOFTBALL FIELD COVERED STRUCTURE EX. PLAYGROUND III 86.9' TO PL 20" TREE DRIP LINE 35' AVE m 60' RO 02 EX 6 EXISTING MINOR CONTOUR 12" S } U < _EX. . - EXISTING STORM DRAIN AND SIZE EX. 8" W.W_ L N I ST M EXISTING WASTE WATER AND SIZE EX.. 8" W Z o EXISTING WATER LINE AND SIZE ----10-YEAR TT--- EXISTING TIME OF TRAVEL LINES o EXISTING FENCE w 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 ® SE 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. EX LED STREET LIGHT I I I I I d I I 9 EXISTING SOFTBALL FIELD / EX. SCHOOL BUILDING GRAPHIC SCALE 40 0 20 40 w 160 / ( IN FEET) / 1 inch = 40 ft. / / / a / o / 16 / G STREET EX. SOFTBALL FIELD COVERED STRUCTURE EX. PLAYGROUND III 86.9' TO PL 20" TREE DRIP LINE 35' AVE m 60' RO 02 EX 6 Z a z J O U U = } U < L N I ST M Eu — Z o rn o O w >v W J }m � o w w Z a m U) 1 U c J Lu cD z Co W cn z O ` 3 U o D W a m C U a GATE TL 3401 Z,{ 6D'f AC ESS ROAD I I I I I EX HYDRANT N DWY PAVE LED STREET LIGHT N 0 N a o Z EU) w W o � 9 0 SHEET 1 OF 2 N N K L N Lu L.0 >v }m � o s Z r m w c J UO o Q W w N D W SHEET 1 OF 2