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HomeMy WebLinkAboutPlans Applicant 8/3/2023ZONING 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 -490- - EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR _-EX. . 12° SD -. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX 8" W EXISTING WATER LINE AND SIZE --S-YEAR TT-- EXISTING TIME OF TRAVEL LINES <0 EXISTING POWER POLE EXISTING STREET LIGHT FIRE HYDRANT V EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT EASEMENTS TPED o TELEPHONE PEDESTAL �- "STOP" Q EXISTING 5' PUBLIC UTILITY EASEMENT EXISTING SIGN z EXISTING MAIL BOXES 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 NORWCH 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. B. 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 1353 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 #=A AWBRI AKIN LVID DOWPIE% SOIL GROUP D WELLHEAD PROTECTION SITE IS LOCATED WITHIN 10 -YEAR TIME OF TRAVEL ZONE 7 ��X 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 ( IN FEET ) 1 inch = 20 ft. u U wZ W L,¢ Z a C- o 0- (n y O 3 J m U a It EXPIRES DEC. 31, 2023 SHEET 1 OF 3 LEGEND -490- - EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR 9L IOC _EX. 12° S. _ EXISTING STORM DRAIN AND SIZE EX. 8" W.W. EXISTING WASTE WATER AND SIZE EX._8" W POSTING WATER LINE AND SIZE <H Q _j w - -5-YEAR TT- - EXISTING TIME OF TRAVEL LINES (o a ¢ Cob EXISTING POWER POLE ; Fr o EXISTING STREET LIGHT W 0- FIRE HYDRANT b p U EXISTING WASTEWATER MANHOLE z Z O 3 U EXISTING STORM DRAIN MANHOLE m P.U.E. PUBLIC UTILITY EASEMENT oQon U a TPED o TELEPHONE PEDESTAL v� EXISTING MAIL BOXES TL 11508 TL 2300 � g o� NIDA COURT SUBD S MAL TL 11506 a LOT 6 LOT 5 a N 279.30' S89.11'26"W TL 2400 e 96.04' 88.17' 95.09' >oAv mCy�F-- "A" —_——NOTE:— — — — — — — --C BUILDING ON PARCEL 3TO BE SPRINKLED.25' 25' ETE pWy GARAGE w A z o 1 9.96' 1 D 7,067 S.F. d o6,563 S.F. na L.� S 14' 7,036 S.F. q TL 2500 z HOUSE EIISTING EXISTING C? COVER B TO REMAIN REMOVE 5 D 27.3' D --- — — — — — — — A ----- 95.09 — — — — — 94.99' z 89.27 N89°11'26°E O g 279.30' e I � � LOT 1 LOT 2 ROSE S P R �I C S LOT 3 EASEMENTS TL 12700 TL 12800 J v TL 12900 TL 2600 QA EXISTING 5' PUBLIC UTILITY EASEMENT BQ PROPOSED 7' PUBLIC UTILITY EASEMENT © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT QD PROPOSED PRIVATE DRAINAGE EASEMENT m ® z%G d TL 2700 F �Z zo z W W HRogss GRAPHIC SCALE 81xE by9 10 0 10 20 b w 0 C J arc. 31.Y%f' (VQ' ( IN FEET) y�NY J. FPS 1 inch = 20 ft EXPIRES DEC. 31, 2023 SHEET 2 OF 3 LEGEND - -490- - EXISTING MAJOR CONTOUR AND ELEVATION EXISTING MINOR CONTOUR EXISTING STORM DRAIN AND SIZE EX. 8" W.W_ EXISTING WASTE WATER AND SIZE EX. -8" W EXISTING WATER LINE AND SIZE - -S-YEAR TT- - EXISTING TIME OF TRAVEL LINES CONSTRUCTION NOTES 1O CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON �2 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' 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. 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 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 24 INSTALL 6" X 4" TEE 25 CONNECT TO EXISTING WASTEWATER LATERAL WITH WYE, POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 26 INSTALL MANHOLE SURROUND TO CONFORM TO CITY STANDARD 4-1A. 30 INSTALL 1" DIA. PVC OR REX 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" RPRAP, -OP OF ROCK — BE_OW PIPE INV -.RT. ROCK TO BE A MINIMUM OF 6" THICK CREATE 6" HIGH PERIMETER ROCK CHECK DAM ALONG RIP 5' MIN. RAP APRON POND BOTTOM RIP RAP APRON DETAIL NO SCALE OF WALL EXISTING POWER POLE )' EXISTING STREET LIGHT FIRE HYDRANT NOTE: EXISTING WASTEWATER MANHOLE EXISTING STORM DRAIN MANHOLE P.U.E. PUBLIC UTILITY EASEMENT TPED o TELEPHONE PEDESTAL ® EXISTING MAIL BOXES CONSTRUCTION NOTES 1O CONSTRUCT 6" CONCRETE OVER 8" OF CRUSHED ROCK PER DETAIL HEREON �2 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' 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. 20 INSTALL 6" DIA. PVC SDR35 WASTEWATER PIPE 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 24 INSTALL 6" X 4" TEE 25 CONNECT TO EXISTING WASTEWATER LATERAL WITH WYE, POTHOLE AND VERIFY LOCATION PRIOR TO CONSTRUCTION 26 INSTALL MANHOLE SURROUND TO CONFORM TO CITY STANDARD 4-1A. 30 INSTALL 1" DIA. PVC OR REX 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" RPRAP, -OP OF ROCK — BE_OW PIPE INV -.RT. ROCK TO BE A MINIMUM OF 6" THICK CREATE 6" HIGH PERIMETER ROCK CHECK DAM ALONG RIP 5' MIN. RAP APRON POND BOTTOM RIP RAP APRON DETAIL NO SCALE OF WALL 2. THE BASE OF THE POND SHALL INCLUDE A CONSTRUCTED MEDIUM COMPRISING A MIXTURE OF SAND, NATIVE SOIL, LOAN, AND COMPOST. TH- 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 M'NIMUM =0C 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 4" POTS 60* EA. * BASED ON ONE PLANT PER SQUARE FOOT FILTRATION POND DETAIL NO SCALE PL EASEMENT �6'Z%ONCRETE 2% 8" THICK OF 3/4"-0" 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. DRIVEWAY DETAIL NO SCALE NOTES 1. ALL OVERHEAD SERVICES SHALL BE PLACED UNDERGROUND FOR BOTH NEW HOME LOTS AND THE EXISTING HOME. ( IN FEET ) 1 inch = 20 ft. EASEMENTS QA EXISTING 5' PUBUC UTILITY EASEMENT BQ PROPOSED 7' PUBLIC UTILITY EASEMENT © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT QD PROPOSED PRIVATE DRAINAGE EASEMENT .0 i u z 0 L5 Q paw� VMD L5 oQp� VI/ u 0 1— _j Z LJ w a Z Z IW o d (n y O 0 3 O J m U a d it EXPIRES DEC. 31, 2023 SHEET 3 OF 3 NOTE: 476.9± BOTTOM CONTRACTOR TO PROVIDE DETAIL AND MANUFACTURER'S SPECIFICATIONS FOR THE PON WALL AS A PART OF THE SUBMITTALS PRIOR TI SCHEDULING THE PRECONSTRUCTION MEETING. 12" (3/4" TO 2-1/2" ) 24" OF TOP SOIL MI 'pp WASHED DRAIN ROCK 4" PERFORATED PIPE 4' ON CENTER B gp 1. THE THICKNESS OF THE CONSTRUCTED MEDIUM, INCLUDING OR IN ADDITION TO THE GROWING MEDIUM, AT THE 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, LOAN, AND COMPOST. TH- 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 M'NIMUM =0C 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 4" POTS 60* EA. * BASED ON ONE PLANT PER SQUARE FOOT FILTRATION POND DETAIL NO SCALE PL EASEMENT �6'Z%ONCRETE 2% 8" THICK OF 3/4"-0" 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. DRIVEWAY DETAIL NO SCALE NOTES 1. ALL OVERHEAD SERVICES SHALL BE PLACED UNDERGROUND FOR BOTH NEW HOME LOTS AND THE EXISTING HOME. ( IN FEET ) 1 inch = 20 ft. EASEMENTS QA EXISTING 5' PUBUC UTILITY EASEMENT BQ PROPOSED 7' PUBLIC UTILITY EASEMENT © PROPOSED 20' PRIVATE ACCESS AND UTILITY EASEMENT QD PROPOSED PRIVATE DRAINAGE EASEMENT .0 i u z 0 L5 Q paw� VMD L5 oQp� VI/ u 0 1— _j Z LJ w a Z Z IW o d (n y O 0 3 O J m U a d it EXPIRES DEC. 31, 2023 SHEET 3 OF 3