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NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411310' SLOPE EASEMENTDOC. NO. 2003-1141147' UTILITY EASEMENTDOC. NO. 2003-11411314' UTILITY EASEMENTDOC. NO. 2001-0445417' UTILITY EASEMENTDOC. NO. 1975-055845LOT 32LOT 33LOT 34LOT 35LOT 1LOT 2LOT 3LOT 4LOT 5LOT 6LOT 7LOT 8LOT 9LOT 1LOT 16LOT 17LOT 105LOT 104LOT 1037' UTILITY EASEMENTDOC. NO. 1975-055845N 41°32'39" W 410.17'N 48°27'21" E 55.00'N 41°32'39" W 81.72'N 00°05'38" E 389.60'S 89°35'50" E 641.71'S 00°02'00" E 325.12'S 05°16'11" E 104.98'S 18°56'40" E 168.76'S 35°43'55" E 168.86'S 68°12'07" E 233.91'S 63°15'20" E 272.85'S 54°55'41" E 85.09'S 02°55'28" E 146.08'N 89°13'25" W 145.07'S 76°32'44" W 38.06'N 67°01'58" W 167.47'N 89°00'45" W 203.98'N 21°21'56" W 25.19'N 89°53'09" W12.30'N 63°26'08" W16.65'25'VARIES25'VARIES27.5' 27.5'EEEEEEEEEEEEEEEEEEEEEEEE30'CDCDCDGATEGATEGATEGUARDRAIL TRANJBEVLTVENTVENTVENTVENTEVLTEVLTTRANEVLT EVLTEVLTEVLTJBJBJBTRTRTRTRTRTRTELVLTTELVLTETRTRTRTRWICVICVICVICV(2)ICV(3)WICV(2)WICV(2)SSSDSDDDDDDDDDDSSSSSSDDECKGARDENGATEWOOD PILESDRDRDSDSDECKTRWSSSBBD1234567810111213141516D/WHCRHCRHCRHCRD/W SSSSS179EGRAVEL PATHGRAVEL PATH GRAVEL PATH VARIESLOT 3LOT 5840 LOT 1LOT 6LOT 5LOT 12LOT 28LOT 7LOT 2LOT 3LOT 31LOT 22LOT 29LOT 33LOT 18LOT 24LOT 17LOT 34LOT 21LOT 35LOT 25LOT 3212,864 sf12,735 sf12,958 sf12,820 sf12,875 sf12,622 sf14,844 sf11,427 sf32,840 sf10,421 sf14,940 sf10,965 sf12,423 sf12,700 sf16,324 sf15,628 sf14,166 sf17,782 sf18,192 sf99.4297.7986.92147.16108.92 100.4485.00 165.32 91.80 143.9042.19109.96LOT B24,307 sfVIDERA PARKLOT 3741,929 sfEXISTING WASTE WATEREXISTING·PUBLIC WASTE WATER LINE·14' PUEEXISTING STORM WATEREXISTING STORMWATER APPROVED TO BEDISCHARGED TO PRIVATE PROPERTYGOAL 5 RESOURCE and SETBACKSETBACK: 40' AS REQUIRED BY GOAL 5RESOURCE CLASSIFICATIONLOT 413,077 sfLOT 2012,584 sfLOT 3613,715 sfLOT 27LOT 3029,19011, 022 sf463' to intersection of Randy Lane TOP OF BANKLOT 1012,777 sf13,485 sf12,460 sfLOT 15LOT 11LOT 1410,874 sfLOT 1614,594 sf13,277 sf11,915 sfLOT 19LOT 2311,518 sfLOT 2613,482 sf128.00128.00130.00100.58236.66116.52110.66155.5390.85153.23133.4086.6711,402 sfLOT 1373,334 sfLOT 38128.00129.09126.84127.6099.84 85.00 73.13154.0247.22106.80122.3975.3955.50128.0028.97(31.0% WR)(23.7% WR)(30.5% WR)(29.3% WR)(29.5 % WR)(31.39% WR)17.7746.19 151.73 128.5572.6486.35 121.73LOT 9LOT 811,184 sf10,598 sf131.39 LOT CPROPOSED SIGN90.06129.64126.0899.4799.52103.6199.7896.2422.05 21.9310.1330.0810.13100.58100.58 4.1948.6742.97108.6625.561.0335.7615.9935.2323.7576.00150.02127.023.08 35.8215.2931.4478.6016.6512.3026.508.2821.7837.0164.7550.5037.223.5172.72146.10274.38128.2839.8476.07 76.9911.44102.23 14.13130.60275.90165.3042.0951.6544.2859.608.967.3080.8098.2992.4931.41101.2653.00.11104.0842.1742.153.2953.0089.3250.402.2738.17 28.91 40.6495.0875.86139.9695.2432.8958.9097.7354.04111.9583.10193.10110.00134.75 167.4281.0021.75 21.75 19.7019. 7 070.9917.29209.5047.75,213 sf4,766 sf4,391 sf5,373 sf6,913 sf5,124 sfNeighborhood CollectorHAWKINS LANELocal StreetRANDY LANELOT A28,652 sf362'-8"81.89'52.17'30' R30' R150' R30' R30' R30' R30' R221' R200' R200' R179' R75' R96' R30' R30' R211' R189' R231.25' R200.25' R3 0 ' R30' R30' R30' R127.5' R100.0' R30' R30' R 5" Black Tupelo8" Red Horse Chestnut8" Red Oak10" Red Oak8" Linden9" White Oak8" White Oak8" Oak10" Pear1,775 sf14' WIDE PRIVATE UTILITYAND ACCESS EASEMENT14' WIDE PRIVATE UTILITY ANDACCESS EASEMENT14'10' WIDE PRIVATEUTILITY EASEMENT10' WIDE PRIVATEUTILITY EASEMENTVARIABLE WIDTH PRIVATE UTILITYAND ACCESS EASEMENT14' WIDE PRIVATE UTILITYAND ACCESS EASEMENTVARIABLE WIDTH PRIVATEUTILITY AND ACCESSEASEMENT14'14'14'35'-0"35'35'-0"35'PROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANTPROPOSED FIRE HYDRANT5' Bike LaneEXISTING 6' CHAIN LINK FENCE TO REMAINEXISTING 6' WOOD FENCE TO REMAINPROPOSED PRIVATE STREETROW:26.5'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'PROPOSED PUBLIC STREETROW:40.0'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'50' ROW28'Pavement55' ROW27'-6"Pavement5'5" Black Tupelo7" Red Horse Chestnut8" Red Oak9" Red Oak5" Red Horse Chestnut6" Red Horse Chestnut5" Black Tupelo1,437 sf(0.0196% WR)272.8493.01121.8428.8363.42Tambour Lane - PrivateTambour Court - Private21'4'21'4'PROPOSED PRIVATE STREETROW:26.5'SIDEWALK ON ONE SIDE:4'PAVING WIDTH:21'10' WIDE PRIVATEUTILITY EASEMENTExisting Street LightExisting Street LightExisting Street Light35'35'38.0662.27141.51OPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 3: 25' BUILDING SETBACK FROMPROPERTY LINE.OPTION 1: 7' WIDE LANDSCAPE BUFFERMEETING L-3 PLANTING STANDARDSOPTION 3: 25'BUILDINGSETBACK FROMPROPERTY LINE.35'35'35'35'10 FOOT WIDE PUE EASEMENT TOACCOMMODATE EWEB WATER LINECREATING LOOPED SYSTEM THATCONNECTS TO HAWKINS LANE.10 FOOT WIDE PUE TOACCOMMODATE EWEB WATER LINECREATING LOOPED SYSTEM THATCONNECTS TO HAWKINS LANE.40' ROW21'96.07116.0775.8795.8774.84139.8142.854.137.2032.8235.0737.19118.00 31.00 44.7827.8139.9352.6327.4285.099.70145.07146.08 PROPOSED ACCESSRESTRICTION STRIP14' 9.00 11.0011.00PROPOSED ACCESSRESTRICTION STRIP18 .9 2 77.54108 . 59 127 . 5164.19110.2565.38 VARIABLE WIDTH PRIVATEUTILITY AND ACCESSEASEMENT900 FOOT CONTOURVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PUEVARIABLE WIDTH PRIVATESTORMWATER EASEMENTVARIABLE WIDTH PRIVATESTORMWATER EASEMENTVARIABLE WIDTH PRIVATESTORMWATER EASEMENT34'21'31'RANDY LANELocal StreetSEE CIVIL PLANS FOR STORMWATER,AND UTILITIESC 2023 SCHIRMER CONSULTING, LLC SHEET NUMBERSHEET TITLEPHASEDRAWN BYDATECHECKED BYPROJECT ADDRESSPROJECT ADDRESSRandy LaneEugene, ORREVISIONSPROJECT NAME:Phone: 541.234.5108PO Box 10424PROJECT NAMEcescesSCHIRMER CONSULTING, LLC., LANDSCAPE ARCHITECTUREAND LAND USE PLANNING EXPRESSLY RESERVE ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESEPLANS. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED, OR COPIED IN ANY FORM OR MANNERWHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRDPARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSIONAND CONSENT OF SCHIRMER CONSULTING, LLC.IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BYA THIRD PARTY, THE THIRD PARTY SHALL HOLD SCHIRMERCONSULTING, LLC. HARMLESS.NSCHIRMER CONSULTING, LLCEugene, Oregon 97440BRAEWOOD HILLS THIRDADDITION PUDPhases 5 and 6L2.0SITE PLAN0 30 60 120Scale: 1" = 60' - 0"#PUD, Final9.5.25MAP:18 04 11 12TAX LOT200ZONINGR-1 / WR / PDAREA15.47 ACRES (13.57 ACRES NET)VICINITY MAPHAWKINS LANERANDY LANEBLACKTAIL DRHERALD LANEEXISTING FIRE HYDRANTPROPOSED FIRE HYDRANTPROPOSED FIRE TURNAROUNDFH·PUBLIC IMPROVEMENTS TO BE CONSTRUCTED PRIVATELY.·ALL NEW ON-SITE UTILITIES WILL BE PLACED UNDERGROUND.·ALL PROPOSED UTILITIES TO BE CONSTRUCTED PRIVATELY.EXISTING TRANSIT FACILITIES:LTD #33: STOP LOCATED 1.5 MILES NORTH OF INTERSECTION OF 28TH ANDCHAMBERS.WETLAND BOUNDARYSTORMWATER TREATMENT FACILITYEXISTING STREET TREEVERTICAL DATUM: CITY OF EUGENE.BENCHMARK: 3 INCH BRASS DISK ON THE WEST SIDE OF HAWKINS LANE, NORTH OFVIDERA DRIVE. BENCHMARK NO. 2046. ELEVATION = 753.57'.Phases 5 and 6Braewood Hills Third Add. PUDEXISTING WETLANDS TO REMAINHYDRANT LOCATIONSPORTION OF LOT COMPRISED OFGOAL 5 RESOURCEEXISTING STREET LIGHTDateDescription1.NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL BE PLACED ORLOCATED ON OR IN A PUBLIC UTILITY EASEMENT, CONSISTENT WITH EC 9.6500(3).2.COMPLIANCE WITH PUBLIC IMPROVEMENT REQUIREMENTS SHALL BEDEMONSTRATED IN ACCORDANCE WITH EC 9.6505 AS PART OF THE PERMITTINGPROCESS FOR DEVELOPMENT WITHIN THE PUD INCLUDING PRIVATELY ENGINEEREDPUBLIC IMPROVEMENT (PEPI) PERMITS, SITE DEVELOPMENT PERMITS AND BUILDINGPERMITS.3.A PRIVATELY ENGINEERED PUBLIC IMPROVEMENT (PEPI) PERMIT SHALL BE ISSUEDFOR CONSTRUCTION OF PUBLIC IMPROVEMENTS PRIOR TO DEVELOPMENT.4.COMPLIANCE WITH ALL APPLICABLE DEVELOPMENT STANDARDS, SPECIAL USELIMITATIONS, AND OTHER GENERAL DEVELOPMENT STANDARDS FOR SINGLE-UNITOR MIDDLE HOUSING RESIDENTIAL DWELLING TYPES SHALL BE DEMONSTRATED ATTHE TIME OF FUTURE BUILDING PERMIT ON EACH INDIVIDUAL LOT.5.NO SITE ALTERATION IS ALLOWED PRIOR TO FINAL PUD APPROVAL. THISPROHIBITION INCLUDES SITE GRADING AND THE REMOVAL OF TREES AND OTHERVEGETATION, AS WELL AS ANY IMPACTS TO WETLANDS AND THE PROTECTEDSTREAM ON THE SUBJECT PROPERTY INCLUDING CHANGES TO THE EXISTINGDRAINAGE PATTERN. ANY SUCH ALTERATIONS SHALL ONLY BE ALLOWED SUBJECTTO PERMIT REVIEW AND APPROVAL, AND EROSION CONTROL MEASURES ASREQUIRED FOR THE PROPOSED WORK.6.THE APPROVED STORMWATER SYSTEM SHALL BE DESIGNED AND SIZE BY A CIVILENGINEER FOR THE FULL BUILD-OUT OF THE PROJECT INCLUDING 20% OF EACH LOTASSUMED TO BE IMPERVIOUS SURFACE AREA. IF A LOT IS PROPOSED TO BEDEVELOPED WITH MORE THAN 20% IMPERVIOUS SURFACE AREA, THEN ADDITIONALON-SITE DETENTION IS REQUIRED. STORMWATER RUNOFF FROM PRIVATEFACILITIES MAY ALSO BE COMBINED WITH RUNOFF FROM THE PUBLIC STREET(RANDY LANE), AS LONG AS THE PUBLIC DETENTION SYSTEM IS SIZED ANDDESIGNED IN ACCORDANCE WITH APPLICABLE PUBLIC IMPROVEMENT DESIGNSTANDARDS.7.IN ADDITION TO THE ON-SITE DETENTION REQUIREMENTS NOTED ABOVE, ALLSUBSEQUENT SITE DEVELOPMENT PERMITS, BUILDING PERMITS, AND PRIVATELYENGINEERED PUBLIC IMPROVEMENT (PEPI) PERMITS FOR DEVELOPMENT OF THEPUD SHALL DEMONSTRATE COMPLIANCE WITH APPLICABLE STORMWATERSTANDARDS AT EC 9.6791 THROUGH EC 9.6797 AND REQUIREMENTS OF THESTORMWATER MANAGEMENT MANUAL.8.ALL FUTURE BUILDING PERMITS FOR LOTS 30 THROUGH 35 SHALL DEPICT THE GOAL5 RESOURCE AND ITS 40-FOOT SETBACK FROM TOP OF BANK AND SHALL INCLUDESITE PLANS SHOWING THE LOCATION OF PROTECTIVE FENCING SUBJECT TO THEAPPLICABLE STANDARDS AT EC 9.4920 - 9.4930.9.COMPLIANCE WITH ALL APPLICABLE DEVELOPMENT STANDARDS, SPECIAL USELIMITATIONS, AND OTHER GENERAL DEVELOPMENT STANDARDS FOR SINGLE-UNITOR MIDDLE HOUSING RESIDENTIAL DWELLING TYPES SHALL BE DEMONSTRATED ATTHE TIME OF FUTURE BUILDING PERMIT ON EACH INDIVIDUAL LOT.10.NO DEVELOPMENT OF MIDDLE HOUSING, SINGLE-UNIT DWELLINGS, OR ANY OTHERDEVELOPMENT, INCLUDING BUT NOT LIMITED TO LAND DIVISIONS, MAY OCCUR ONANY LAND ABOVE 901-FEET IN ELEVATION.11.NO SITE ALTERATION IS ALLOWED PRIOR TO FINAL PUD APPROVAL. THISPROHIBITION INCLUDES SITE GRADING AND THE REMOVAL OF TREES AND OTHERVEGETATION, AS WELL AS ANY IMPACTS TO WETLANDS AND THE PROTECTEDSTREAM ON THE SUBJECT PROPERTY INCLUDING CHANGES TO THE EXISTINGDRAINAGE PATTERN. ANY SUCH ALTERATIONS SHALL ONLY BE ALLOWED SUBJECTTO PERMIT REVIEW AND APPROVAL, AND EROSION CONTROL MEASURES ASREQUIRED FOR THE PROPOSED WORK.12.THE APPROVED STORMWATER SYSTEM SHALL BE DESIGNED AND SIZED BY A CIVILENGINEER FOR THE FULL BUILD-OUT OF THE PROJECT INCLUDING 20% OF EACH LOTASSUMED TO BE IMPERVIOUS SURFACE AREA. IF A LOT IS PROPOSED TO BEDEVELOPED WITH M ORE THAN 20% IMPERVIOUS SURFACE AREA, THEN ADDITIONALON-SITE DETENTION IS REQUIRED. STORMWATER RUNOFF FROM PRIVATEFACILITIES MAY ALSO BE COMBINED WITH RUNOFF FROM THE PUBLIC STREET(RANDY LANE), AS LONG AS THE PUBLIC DETENTION SYSTEM IS SIZED ANDDESIGNED IN ACCORDANCE WITH APPLICABLE PUBLIC IMPROVEMENT DESIGNSTANDARDS.NOTETRANSIT FACILITIESBENCHMARKRECORDED SUBDIVISIONS CONTIGUOUSPROJECT INFORMATIONPUD NOTESLEGENDTABULATION OF IMPERVIOUS SURFACESSEE STORM DRAINAGE MEMORANDUM.Landscape Architecture + Land Use PlanningSTORMWATER TREATMENT FACILITY8" DIEXISTING WASTE WATER LINEEXISTING STORM SEWER LINEEXISTING DEIONIZED WATER LINEPROPOSED WASTE WATER LINEPROPOSED STORM SEWER LINEPROPOSED WATER LINEPROPOSED EASEMENTPROPOSED PROPERTY LINEVISION CLEARANCE TRIANGLES