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