HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/3/2022ses2
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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
�9� 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. ELECTRICAL TRANSFORMER LOCATIONS SHALL BE DETERMINED DURING THE DESIGN PHASES.
B. SEE VEGETATION PLAN FOR STREET TREES AND ADDITIONAL PLANTINGS.
9. DEVELOPMENT AREA = 3,000 SQUARE FEET.
10. PROPOSED RIGHT OF WAY = 0.0 ACRES
11. PROPOSED IMPERVIOUS AREA = 3,000 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: 31,250 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 9ZTLUI 250" ELEV. = 459.05 (NAVD 1988).
17. THE NEAREST 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 40
( IN FEET )
1 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 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.
DST
CST
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.
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STORMWATER TREATMENT NOTE
STORMWATER RUNOFF OF NEW BUILDING TO BE TREATED VIA NEW SOAKAGE TRENCH
GRAPHIC SCALE
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( IN FEET )
1 inch = 20 ft.
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