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HomeMy WebLinkAboutPlans Applicant 8/2/2024NO SCALE ZONING AND METRO PLAN DESIGNATION OF PROPERTIES WITHIN 100 FEET OF THE SITE PER SDC 35.040(1)(i): DIRECTION USE ZONING METRO PLAN NORTH RESIDENTIAL LDR LDR SOUTH RESIDENTIAL LDR LDR EAST RESIDENTIAL LDR LDR WEST RESIDENTIAL LDR LDR LEGEND —490— — EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR — EX. 12" S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX. 8" W EXISTING WATER LINE AND SIZE — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES cQ� EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED O TELEPHONE PEDESTAL EXISTING "STOP" SIGN EXISTING MAIL BOXES EASEMENTS (D EXISTING 5' PUBLIC UTILITY EASEMENT SHEET INDEX 1 SITE ASSESSMENT OF EXISTING CONDITIONS 2 TENTATIVE SUBDIVISION PLAN 3 CONCEPTUAL GRADING PLAN NOTES: 1. APPLICANT/OWNER: CHAD SAUNDERS. 2. APPLICANT'S REPRESENTATIVE: THE FAVREAU GROUP. 3750 NORWICH AVE., EUGENE, OR 97408, 541-683-7048. 3. 17-02-31-24 TAX LOT 11800 4. WATER, POWER, GAS, TELEPHONE AND CABLE SHALL BE LOCATED IN UTILITY EASEMENTS. 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 = 0.53 ACRES. 10. PROPOSED RIGHT OF WAY = 0 ACRES 11. PROPOSED IMPERVIOUS AREA = 0.4 ACRES. 12. THE PROPOSED DEVELOPMENT IS LOW DENSITY RESIDENTIAL. 13. NO PERMANENT EMPLOYEES ARE ANTICIPATED IN THE RESIDENTIAL DEVELOPMENT. 14. GROSS FLOOR AREA, PARKING AND LANDSCAPE AREA CALCULATIONS ARE NOT APPLICABLE TO THIS APPLICATION. 15. OPEN SPACE: 0.0 ACRES 16. THE AVERAGE LOT SIZE = 5,936 SQUARE FEET. 17. ZONING AND COMPREHENSIVE PLAN LAND USE DESIGNATION: LOW DENSITY RESIDENTIAL. 18. THE NEAREST FIRE HYDRANT IS 135'± NORTH OF THE NORTHWEST CORNER OF THE SITE ON THE WEST SIDE OF 35TH STREET. FEMA THE SITE IS SITUATED IN ZONE 'X' AS SHOWN ON FIRM COMMUNITY PANEL NO. 41039C1162 F, DATED JUNE 2, 1999. SOIL TYPES #2226A AWBRIG-URBAN LAND COMPLEX SOIL GROUP D WELLHEAD PROTECTION SITE IS LOCATED WITHIN 10 -YEAR TIME OF TRAVEL ZONE. E BENCHMARK: CITY BENCHMARK 394. SQUARE IN FACE OF 2' S/W/ 1/2 CR NW COR E DRIVE TO MH PARK. NAVD88, ELEV. = 441.92 NAVD88 ROBERTS SURVEYING, INC. P.O. BOX 7155 SPRINGFIELD , OR 97475 541-345-1112 OWNER: CHAD SAUNDERS PO BOX 1553 EUGENE, OR 97440 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. Q J I W 2 W Q Lu m 0 w 0 a a z Fy W w fz V z W J u z O ry �N Q D o W z U) W w VJ 0 z_ a_ Lj W Dr -1, O Cn Cn Z 0 W o O 3: U m vJ U n (� o o O 00 q - N Q I N X 0 Q Lu H- 0 CD 0 00 I N O N C N D w� Q� U 00 CD O 6' zC� CD O Lu Lu iz w C� Lu O_ Z U a — cl� U) U) i 0 w Co Lu Q 0 00 � G 07N J 31,1995 V��P EXPIRES DEC. 31, 2025 SHEET 1 OF 3 LEGEND z z —490— — EXISTING MAJOR CONTOUR AND ELEVATION Q O J EXISTING MINOR CONTOUR _EX. 12 z S.D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE U EX.-8"- W O z EXISTING WATER LINE AND SIZE oC� m Q W w 5-YEAR TT— — EXISTING TIME OF TRAVEL LINES Q cQ, EXISTING POWER POLE ; I Fr F -NI F) —490— — EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR _EX. 12" S. D. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX. -8" W EXISTING WATER LINE AND SIZE — —5 -YEAR TT— — EXISTING TIME OF TRAVEL LINES cQ, EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT 0 EXISTING WASTEWATER MANHOLE 1 EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED = TELEPHONE PEDESTAL z EXISTING MAIL BOXES 10 CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON 2O CONSTRUCT 20' WIDE FULLY DEPRESSED DRIVEWAY APRON PER CITY STD. 3-20 DRIVEWAY THICKNESS TO BE 8" WITH #4 REBAR 12" O.C. BOTH WAYS 2" ABOVE BOTTOM OF SLAB OVER 2" OF 3/4" MINUS COMPACTED CRUSHED ROCK O3 ADD TWO MAIL BOXES TO EXISTING MAIL BOX STAND. PROVIDED 4' CLEAR SIDEWALK AROUND MAIL BOXES. 10 INSTALL 8" DIA. PVC SDR35 DRAIN PIPE, 11 INSTALL 2' X 2' OIL/WATER SEPARATOR CATCH BASIN 12 CONNECT TO EXISTING STORM DRAIN POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 13 CONSTRUCT PLANTER OUTLET PER DETAIL HEREON 14 CONSTRUCT 5' X 5' RIP RAP APRON 6" THICK MIN. 21 INSTALL 4" DIA. PVC SDR35 WASTEWATER PIPE 22 PLUG END OF PIPE AND MARK WITH 2 X 4 23 INSTALL 6" DIA. CLEANOUT PER CITY STANDARD 4-4A 25 CONNECT TO EXISTING WASTEWATER LATERAL WITH "INSERTA-TEE" POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 26 INSTALL MANHOLE SURROUND TO CONFORM TO CITY STANDARD 4-1A. 30 INSTALL 1" DIA. PVC OR PEX PIPE WATER LINE 31 INSTALL 5/8" WATER METER R7-1 INSTALL "NO PARKING - FIRE LANE" SIGN PER CITY STD. SB INSTALL SIGN BASE & POLE PER CITY STD. 5-18 LOCATION TO BE CHECKED BY ENGINEER AND CITY STAFF PRIOR TO INSTALLATION. 4" RIPRAP, TOP OF ROCK — BELOW PIPE INVERT. ROCK TO BE A MINIMUM OF 6" THICK CREATE 6" HIGH PERIMETER - ROCK CHECK DAM ALONG RIP RAP APRON 479.5 TOP OF WALL POND BOTTOM 479.5 TOP OF WALL 5' MIN. BLOCK WALL RIP RAP APRON DETAIL NO SCALE RIM 479.5 TOP OF WALL <C O Y III NOTE: 476.9± BOTTOM m III CONTRACTOR TO PROVIDE DETAIL AND MANUFACTURER'S SPECIFICATIONS FOR THE POND IIS WALL AS A PART OF THE SUBMITTALS PRIOR TO III II SCHEDULING THE PRECONSTRUCTION MEETING. 12" (3/4" TO 2-112") 24" OF TOP SOIL MIN00 WASHED DRAIN ROCK /4� PERFORATED PIPE 4' ON CENTER 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE q BASE OF THE POND SHALL BE A MINIMUM OF 24 INCHES THICK. O 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAM, AND COMPOST. THE FRACTION OF ORGANIC CARBON (FOC) IN THE CONSTRUCTED MEDIUM SHALL BE A MINIMUM OF 0.20 (I.E., 40-50%) ORGANIC MATTER. IF THE GROWING MEDIUM DOES NOT CONFORM TO THIS MINIMUM FOC REQUIREMENT, THEN THE CONSTRUCTED MEDIUM WOULD BE PLACED IN ADDITION TO THE REQUIRED GROWING MEDIUM. 180 SQUARE FEET EQUAL NUMBER OF PLANTS FOR EACH ZONE SPACED ONE FOOT ON CENTER OVER THE ENTIRE FACILITY ZONE A CAREX OBNUPTA 4" POTS 60* EA JUNCUS PATENS 4" POTS 60* EA. JUNCUS EFFESUS PACIFICUS 4" POTS 60* EA. * BASED ON ONE PLANT PER SQUARE FOOT SIL TA TION PLANTER DPTM NO SCALE E z Q O J ry 0 n Q U) CD ry Z_ w 0 0 z PE EASEMENT 1' 9 9' 1' I _ ( IN FEET ) 1 inch = 20 ft. 0 THICK 01 T CRUSHED ROCK 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, SHALL BE A MINIMUM OF 24 INCHES THICK. DRIVEWA Y DETAIL NO SCALE NOTES: 1. ALL OVERHEAD SERVICES SHALL BE PLACED UNDERGROUND FOR BOTH NEW HOME LOTS AND THE EXISTING HOME. 2. BUILDINGS ON PARCEL 2 AND PARCEL 3 ARE TO BE SPRINKLED. z w K z w J A, LJ LP -1 Lu 0 D � � z W_ w F7 0 m z p CLI,o Cn v1 of LL_o O 3: U m U m w� Q� U co CD O 6' z ry CD O Lu iz Lu C� W a Q o Z a O 0� U) U)> Lu LLJ 0 w Co Lu Q 0 EASEMENTS QED PROF �A EXISTING 5' PUBLIC UTILITY EASEMENT © PROPOSED 7' PUBLIC UTILITY EASEMENT 18 P © T PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT DO PROPOSED PRIVATE DRAINAGE EASEMENT y o Go J 31,�99� ANY J F P� EXPIRES DEC. 31, 2025 SHEET 3 OF 3