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HomeMy WebLinkAboutPlans Applicant 12/13/2024SSWLWWWWSD SD SD SD SD SD SD SD SD SD SD SD WWWWWW 10+0011+0012+0013+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+0029+22WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SD SS 4 + 9 0 5 + 0 0 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS C65' TYP PVT 2"PRESSUREPVT 2" PRESSURE PROP 8" DI W PROP 8" DI W PROP 8" DI W PROP 8" DI W PROP 8" DI W PROP 8" DI W PROP 8" DI W PVT 1" WWL PROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREA PROP BLDG AREA PROP BLDG AREA C C CCCCCPROP 14' PUBLICSEWER EASEMENTPROP 14' PUBLICSEWER EASEMENTPROP 14' PUBLICSEWER EASEMENTPROP 14' PUBLICSEWER EASEMENTSPRINGFIELD, OR 97477SYCAN-B PROPERTYSITE OVERVIEWNO.APPROVED:DESCRIPTIONREVISIONSBYDATETL 17-03-22-13-20801 & 02100 TOTAL SIZE: 2.56 ACRES SOIL TYPES: MALABON-URBAN LAND COMPLEX (#76) HYDROLOGIC SOIL GROUP: C APPLICANT: MIKE GANSEN LAND USE PLANNER: SATRE GROUP 375 W 4TH AVE #201 EUGENE, OR 97401 (541) 686-4540 CIVIL ENGINEER: FAVREAU ENGINEERING 2206 COUNTRY HAVEN DR EUGENE, OR 97408 (541) 556-4425 PROPERTY INFO EXISTING WASTE WATER AND SIZE EXISTING WATER LINE AND SIZE PROPOSED MINOR CONTOUR AND ELEVATION SS WL 400 LEGEND PROPOSED MAJOR CONTOUR AND ELEVATION PROPOSED WASTEWATER LINE SD PROPOSED STORM LINE 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. 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, LLC 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. SS GENERAL NOTES 1. SEE ARCHITECTURAL DRAWINGS FOR BUILDING DETAILS. 2. SEE LANDSCAPE ARCHITECT DRAWINGS FOR FURTHER SITE DETAILS AND LANDSCAPING PLANS THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE C100 - SITE OVERVIEW C101 - UTILITY PLAN C102 - UTILITY PLAN C103 - CIVIL DETAILS HYD-1 - BASIN PLAN HYD-2 - BASIN PLAN SHEET INDEX WL PROPOSED WATER LINE EXISTING MINOR CONTOUR EXISTING MAJOR CONTOUR AND ELEVATION 399 SHEET C100 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 60 SITE NO SCALE VICINITY MAP EXISTING STORM DRAIN AND SIZESD C WWSD EXISTING MANHOLE PROPOSED MANHOLE PROPOSED CLEANOUT SSSSSSWLWLWLWWSD SD SD SD SD SD SD SD SD SD SDSDSSSSSSSSSSSSSSSSSSSS 10+0011+0012+0013+00 14+00 15+00 16+00 17+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SDSDSD SSSSSS SS MH 5 STA 13+00.00, 7.50' L RIM=438.99 IE OUT 8"(SE)=435.58 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS448 LF 8" S=0.40% SW PLANTER PER DETAIL ±100 SF SW PLANTER PER DETAIL ±275 SF C SOAKAGE TRENCH PER DETAIL 110 SF MIN SOAKAGE TRENCH PER DETAIL 500 SF MIN SW PLANTER PER DETAIL ±150 SF SOAKAGE TRENCH PER DETAIL 250 SF MIN SW PLANTER PER DETAIL ±270 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN 65' TYP WL WL PVT 2"PRESSUREPVT 2" PRESSURE PROP 8" DI W PROP 8" DI W PVT 1" WSS SS WL WL WL PROP BLDG AREA PROP BLDG AREA PROP BLDG AREA 440439 438 C C C1,298 SF LOT 28 1,005 SF LOT 27 1,361 SF LOT 26 4,890 SF LOT 29 1,964 SF LOT 25 2,060 SF LOT 24 1,591 SF LOT 23 1,005 SF LOT 22 1,440 SF LOT 21SS SSPROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS SDPROP 14' PUBLICSEWER EASEMENTWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLSD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWW 17+00 18+00 19+00 20+00 21+00 22+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SS MH 3 STA 21+47.67, 7.50' L RIM=442.46 IE IN 8"(NW)=432.09 IE OUT 8"(SE)=431.99 SS MH 4 STA 17+47.67, 7.50' L RIM=440.82 IE IN 8"(NW)=433.79 IE OUT 8"(SE)=433.69 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 400 LF 8" S=0.40% SW PLANTER PER DETAIL ±270 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN SW PLANTER PER DETAIL ±276 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN SOAKAGE TRENCH PER DETAIL 400 SF MIN PROP 8" DI W PROP 8" DI W PROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREA 442441 CCLOT 10 2,010 SF LOT 11 1,541 SF LOT 12 1,005 SF LOT 13 1,541 SF LOT 14 1,541 SF LOT 15 1,005 SF LOT 16 1,541 SF LOT 17 1,005 SF LOT 22 1,440 SF LOT 21 1,440 SF LOT 20 1,005 SF LOT 19 1,541 SF LOT 18 65,316 SF LOT A SDPROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS PROP 14' PUBLICSEWER EASEMENTWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLSDWLWLSPRINGFIELD, OR 97477SYCAN-B PROPERTYUTILITY PLANNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET C101 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 20 UTILITY MAP 1 SEE UTILITY MAP 2MATCHLINESEE UTILITY MAP 1MATCHLINEUTILITY MAP 2 SEE UTILITY MAP 3MATCHLINESTA 10+00 TO 16+00 STA 16+00 TO 22+40 SD SD SD SDSSSSSSSSSSSSSSSS22+00 23+00 24+00 25+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS400 LF 8" S=0.40% SW PLANTER PER DETAIL ±240 SF SOAKAGE TRENCH PER DETAIL 400 SF MIN SOAKAGE TRENCH PER DETAIL 450 SF MIN PROP 8" DI W PROP BLDG AREAPROP BLDG AREA 443 CC1,541 SF LOT 9 1,273 SF LOT 8 1,541 SF LOT 7 2,010 SF LOT 10 2,010 SF LOT 11 PROP 4" SSPROP 4" SSPROP 4" SS PROP 4" SSPROP 4" SSPROP 4" SS PROP 14' PUBLICSEWER EASEMENTWLWLWLWLWLWLWLWLWWSD SD SD SD SD SD SD SDSSSSSSSSWW 25+00 26+00 27+00 28+00 29+0029+22WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLSSSS 4 + 9 0 5 + 0 0 5 + 6 3 EX SS MH STA 5+53.23, 0.00' RIM=446.13 IE IN 8"(N)=428.38 IE IN 8" (S)=428.43 IE IN 8" (W)=428.77 IE OUT 8" (E)=427.98 SS MH 1 STA 29+22.02, 54.80' R RIM=446.08 IE IN 8"(NW)=428.69 IE OUT 8"(S)=428.59 SS MH 2 STA 25+47.67, 7.50' L RIM=444.11 IE IN 8"(NW)=430.39 IE OUT 8"(SE)=430.29 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S 5 3 L F 8 " S = 0 . 4 0 % 5 3 L F 8 " S = 0 . 4 0 % 5 3 L F 8 " S = 0 . 4 0 % 400 LF 8" S=0.40% SW PLANTER PER DETAIL ±207 SF SOAKAGE TRENCH PER DETAIL 450 SF MIN SW PLANTER PER DETAIL ±141 SF SOAKAGE TRENCH PER DETAIL 170 SF MIN PROP 4" SSPROP 8" DI W PROP 8" DI W PROP BLDG AREAPROP BLDG AREA 445444 C C 1,541 SF LOT 6 1,005 SF LOT 5 1,541 SF LOT 4 2,010 SF LOT 3 1,005 SF LOT 2 2,010 SF LOT 1 PROP 4" SS PROP 4" SSPROP 4" SS PROP 4" SSPROP 14' PUBLICSEWER EASEMENTWLWLWLWLWLWLWLWLSDWLWLWLWLSPRINGFIELD, OR 97477SYCAN-B PROPERTYUTILITY PLANNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET C102 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 20 UTILITY MAP 3MATCHLINE STA 22+40 TO 25+00 SEE UTILITY MAP 3MATCHLINEUTILITY MAP 4 STA 25+00 TO 29+10SEE UTILITY MAP 2MATCHLINESEE UTILITY MAP 4 GROWING DRAIN ROCK OUTLET TO SOAKAGE TRENCH SEE DETAIL THIS SHEET SUB-GRADE OR EXISTING SOIL PER PLAN STORMWATER PLANTER DETAIL NO SCALE SYCAN B FILTER FABRIC SURROUNDING ROCK LAYER 1'MEDIUM 1'6" ROCK BENCH (TYP) PERFORATED PIPE PLANTER CURB PER RD700(H) (TYP) 1. PROVIDE PROTECTION FROM ALL VEHICLE TRAFFIC, EQUIPMENT STAGING, AND FOOT TRAFFIC IN PROPOSED INFILTRATION AREAS PRIOR TO, DURING, AND AFTER CONSTRUCTION. 2. DIMENSIONS: a. WIDTH: 24" MINIMUM b. DEPTH: 6" MINIMUM 3. SETBACKS (FROM CENTERLINE OF FACILITY): a. INFILTRATION STORMWATER PLANTERS MUST BE 10' FROM FOUNDATIONS AND 5' FROM PROPERTY LINES. FILTRATION STORMWATER PLANTERS DO NOT HAVE SETBACKS WITH AN APPROVED WATERPROOF LINER. 4. OVERFLOW: a. OUTLET TO BE PIPED TO ORENCO CATCH BASIN PER DETAIL. ORENCO CATCH BASIN TO BE PIPED TO SOAKAGE TRENCH PER PLAN AND PER DETAIL THIS SHEET. b. MAINTAIN A MINIMUM OF 1.0% SLOPE FROM OUTFLOW TO SOAKAGE TRENCH. 5. PIPING: a. 4" PERFORATED PIPE RUN THROUGHOUT FACILITY b. 6" SOLID WALL PVC 3034 PIPE FROM OVERFLOW STRUCTURE TO ORENCO CATCH BASIN c. 6" SOLID WALL PVC 3034 PIPE FROM ORENCO CATCH BASIN TO SOAKAGE TRENCH 6. DRAIN ROCK (MINIMUM): 12" OF 3 4" - 2" WASHED OPEN ROCK 7. SEPARATION BETWEEN DRAIN ROCK: DRAIN ROCK SHALL BE SEPARATED FROM GROWING MEDIUM AND SURROUNDING SOIL BY A GEOTEXTILE FILTER FABRIC. 8. GROWING MEDIUM: a. 12" MINIMUM. b. IMPORT TOPSOIL OR AMENDED NATIVE TOPSOIL. 9. VEGETATION: SEE PLANTING PLAN ON LANDSCAPING SHEET. 10. PLANTER WALLS SHALL BE MADE OF CONCRETE AND CONSTRUCTED PER RD700(D)-(H) 11. INSTALL WASHED PEA GRAVEL OR RIVER ROCK TO TRANSITION FROM INLET OR SPLASH PAD TO GROWING MEDIUM. 12. STORMWATER PLANTERS MUST MEET THE REQUIREMENTS PER SWMM SECTION 2.3.11 AND FILTRATION STORMWATER PLANTER TYPICAL SECTION PER SWMM APPENDIX C. ROCK SPLASH PAD CURB CUT PER PLAN 6" SOLID PIPE 12" CORRUGATED PVC PIPE 3" MIN FREEBOARD BEEHIVE OVERFLOW ORENCO CATCH BASIN MODEL SCB1236-6L OVERFLOW ELEV PER PLAN2:1 MAX POND LINER, 30 MIL PVC OR EQUIVALENT WHEN WITHIN 5' OF PROPERTY LINE SOAKAGE TRENCH NOTES: 1. SOAKAGE TRENCH SQUARE FOOTAGE PER PLAN. 2. SEE CALCULATIONS FOR TOTAL IMPERVIOUS AREA DRAINED. 3. SEE THE CITY OF EUGENE STORMWATER MANAGEMENT MANUAL FOR ADDITIONAL INFORMATION. 4. FILTER FABRIC MUST BE ONE OF THE FOLLOWING TYPES/BRANDS: LINQ 125EX; LINQ TYPAR3201; TNS E040; TNS R035; TNS R040; TNS R042; AMOCO 4535; MARAFI 140NL OR APPROVED EQUAL. 5. DRAINAGE ROCK SHALL BE A MINIMUM 2 1/2" TO 1 1/2" DRAIN ROCK. 6. THE PIPE WITHIN THE TRENCH SHALL EITHER BE PVC D2729 OR HDPE LEACH FIELD PIPE. 7. THE TRENCH BOTTOM IS TO BE INSTALLED LEVEL IN ALL DIRECTIONS. 8. BAR RUN MATERIAL WAS DISCOVERED APPROXIMATELY 10' DEEP. ENSURE THAT BOTTOM OF SOAKAGE TRENCH IS AT LEAST 6" INTO BAR RUN MATERIAL SOAKAGE TRENCH DETAIL NO SCALE SYCAN B ±3'7'LENGTH PER PLAN WIDTH PER PLAN 6" SOLID PIPE 6" PERFORATED PIPE 6" CLEANOUT WITH TRAFFIC-RATED LID PAVING PER PLANTRAFFIC-RATED LID 6" SOLID PIPEROAD BASE PER TYP SECTION DRAIN ROCK WRAPPED IN FILTER FABRIC, NOT BOTTOMORENCO CATCH BASIN MODEL SCB1236-6L SPRINGFIELD, OR 97477SYCAN-B PROPERTYCIVIL DETAILSNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET C103 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 SSSSSSWLWLWLWWSD SD SD SD SD SD SD SD SD SD SDSDSSSSSSSSSSSSSSSSSSSS 10+0011+0012+0013+00 14+00 15+00 16+00 17+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SDSDSD SSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SW PLANTER PER DETAIL ±100 SF SW PLANTER PER DETAIL ±275 SF C SOAKAGE TRENCH PER DETAIL 110 SF MIN SOAKAGE TRENCH PER DETAIL 500 SF MIN SW PLANTER PER DETAIL ±150 SF SOAKAGE TRENCH PER DETAIL 250 SF MIN SW PLANTER PER DETAIL ±270 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN 65' TYP WL WL PVT 2"PRESSUREPVT 2" PRESSURE PROP 8" DI W PROP 8" DI W PVT 1" WSS SS WL WL WL PROP BLDG AREA PROP BLDG AREA PROP BLDG AREA 440439 438 C C C1,298 SF LOT 28 1,005 SF LOT 27 1,361 SF LOT 26 4,890 SF LOT 29 1,964 SF LOT 25 2,060 SF LOT 24 1,591 SF LOT 23 1,005 SF LOT 22 1,440 SF LOT 21SS SSSDWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLRD-13,100 SFBLD-1 2,100 SF BLD-2 2,300 SF RD-3 9,150 SF BLD-3 2,300 SF RD-2 5,000 SF SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD SD SDSDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSWWWW 17+00 18+00 19+00 20+00 21+00 22+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SW PLANTER PER DETAIL ±270 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN SW PLANTER PER DETAIL ±276 SF SOAKAGE TRENCH PER DETAIL 500 SF MIN SOAKAGE TRENCH PER DETAIL 400 SF MIN PROP 8" DI W PROP 8" DI W PROP BLDG AREAPROP BLDG AREAPROP BLDG AREAPROP BLDG AREA 442441 C CLOT 10 2,010 SF LOT 11 1,541 SF LOT 12 1,005 SF LOT 13 1,541 SF LOT 14 1,541 SF LOT 15 1,005 SF LOT 16 1,541 SF LOT 17 1,005 SF LOT 22 1,440 SF LOT 21 1,440 SF LOT 20 1,005 SF LOT 19 1,541 SF LOT 18 65,316 SF LOT A SDWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLWLSDWLWL2,300 SF RD-4 9,000 SF BLD-4 2,300 SF BLD-5 2,300 SF BLD-6 2,300 SF RD-5 9,200 SF BLD-7 2,300 SF SPRINGFIELD, OR 97477SYCAN-B PROPERTYBASIN PLANNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET HYD-1 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 20 BASIN MAP 1 SEE BASIN MAP 2MATCHLINESEE BASIN MAP 1MATCHLINEBASIN MAP 2 SEE BASIN MAP 3MATCHLINERD-1, RD-2, RD-3 BLD-1, BLD-2, BLD-3 RD-4, RD-5 BLD-4, BLD-5, BLD-6, BLD-7 SD SD SD SDSSSSSSSSSSSSSSSS22+00 23+00 24+00 25+00 WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SW PLANTER PER DETAIL ±240 SF SOAKAGE TRENCH PER DETAIL 400 SF MIN SOAKAGE TRENCH PER DETAIL 450 SF MIN PROP 8" DI W PROP BLDG AREAPROP BLDG AREA 443 CC1,541 SF LOT 9 1,273 SF LOT 8 1,541 SF LOT 7 2,010 SF LOT 10 2,010 SF LOT 11 WLWLWLWLWLWLWLWLBLD-7 2,300 SF RD-6 8,000 SF BLD-8 2,500 SF SD SD SD SD SD SD SD SDSSSSSSSSWW 25+00 26+00 27+00 28+00 29+0029+22WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WLSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SW PLANTER PER DETAIL ±207 SF SOAKAGE TRENCH PER DETAIL 450 SF MIN SW PLANTER PER DETAIL ±141 SF SOAKAGE TRENCH PER DETAIL 170 SF MIN PROP 8" DI W PROP 8" DI W PROP BLDG AREAPROP BLDG AREA 445444 CC1,541 SF LOT 6 1,005 SF LOT 5 1,541 SF LOT 4 2,010 SF LOT 3 1,005 SF LOT 2 2,010 SF LOT 1 WLWLWLWLWLWLWLWLSDWLWLWLWLBLD-9 2,300 SF RD-7 6,900 SF BLD-10 3,000 SF RD-8 4,700 SF SPRINGFIELD, OR 97477SYCAN-B PROPERTYBASIN PLANNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET HYD-2 EUGENE, OR 97408 (541) 556-44252206 COUNTRY HAVEN DRE R IC J. F A V R E A USEP. 12 , 2 0 1 7OREGONREGISTERED PROFES S I ONALE N G I NEER DATE: 12/4/24 TL: 17-03-22-13 LOT: 20801 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 20 BASIN MAP 3MATCHLINE RD-6 BLD-8 SEE BASIN MAP 3MATCHLINEBASIN MAP 4 RD-7, RD-8 BLD-9, BLD-10SEE BASIN MAP 2MATCHLINESEE BASIN MAP 4