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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/23/2022STORMWATER TREATMENT NOTE z D z STORMWATER RUNOFF OF NEW BUILDING TO BE TREATED VIA EXISTING VEGETATED BUFFER d F Q � :3U m o Z __j w CONSTRUCTION NOTES z Q J a � � �o 1O CONNECT TO EXISTING UTILITY. POTHOLE AND VERIFY EXISTING ELEVATION AND LOCATION PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY FOUND DISCREPANCIES. < O p- t Y (n m i o O2 INSTALL 4" WASTEWATER LINE, CLASS 'A"BACKFILL 3 O O3 INSTALL V WATER LATERAL, CLASS "A" BACKFILL m O4 INSTALL BACKFLOWASSEMBLY PER W2.00 U a O5 INSTALL 8' DUCTILE IRON WATER LINE, CLASS "B' BACKFILL © INSTALL PUBLIC FIRE HYDRANT O7 INSTALL CONCRETE 4 -THICK O OB INSTALL 4' LEVEL 2,1/2' DENSE ACP r7 M o O N � O Q � x Q O N N N ¢ a D D 0 w o w 0 z w a U U a N w a w x 0 U a O Z 1 1 w o W d'Li Ya o o GRAPHIC SCALE m ( IN FEET) 1 inch = 20 R. 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EXPLAY�ROUND I TL 11200 (ZONED PL) ��� I � I EX WW END 1 / 481.371E EX IRR BOX 27 TO PL EX PP \ PROP SPLASH \U_ BLOCK \ `PROP "WW PROP BLDG a \ FF�64.20 \ PROPS LASH BLOCK o —_ 4fidp O O � m n nsoo - TL 11500 as a a EX SCHOOL a_ 4 TO REMAIN \ \ \ 8 TL 11300 \ \ \ (ZONED R-1) 18' EX IJNLVAULT EX ADA STALL A EX HPS LIGHT OAti CST K� a 5 EX 8'W ses� SITE SringFsk 5 F VICINITY MAP Nusuir ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(1): 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 SITE PLAN & UTILITY PLAN LEGEND — —490— EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EX.12" S.D._ _ EXISTING STORM DRAIN AND SIZE EX' 8W.W— EXISTING WASTE WATER AND SIZE EX. r W EXISTING WATER LINE AND SIZE 10-YEARTT --- EXISTING TIME OF TRAVEL LINES EXISTING FENCE 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. OMIT 7. OMIT 8. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS. 9. DEVELOPMENT AREA = 3,200 SQUARE FEET. 10. PROPOSED RIGHT OF WAY = 0.0 ACRES 11. PROPOSED IMPERVIOUS AREA = 3,200 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: 45,000 SQUARE FEET 15. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: PUBLIC LAND AND OPEN SPACEILOW DENSITY RESIDENTIAL 16. BENCHMARK: BRASS DISC IN S TC, W EDGE HCR Q SE COR INTX "12TWI 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. SOIL TYPES. #76 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. GRAPHIC SCALE 20 0 10 20 M ( IN FEET ) I inch = 20 ft. 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 UTILRIES 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. 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. a v a FO_ Z R Ld K Cn �W o W d' 0 Z Z a � o L.0 >v a � J w s z� O1 m 2_j C) c J z U)Z Q w W Q Q L N z V/ � W z W Q Q cl O Fcoc n Y m G O 3 U m 0] U a a v a FO_ Z R Ld K Cn �W o W d' SHEET 1 OF 2 N N K L N Lu L.0 >v }m � o s z� O1 m c J UO o W Q w iy w � N z � W SHEET 1 OF 2