HomeMy WebLinkAboutPlans Applicant 12/9/2024 (3)12-31-2024
SHEET
JOB #1159
1B OF 9CITY SITE PLANSCALE @ 1/8" = 1'- 0"THESE DRAWINGS ARE THE
PROPERTY OF: "LUKE DESIGNS"
AND ARE NOT TO BE USED OR
REPRODUCED IN ANY MANNER
EXCEPT WITH THE PROPER
WRITTEN PERMISSION OF LUKE
DESIGNS, INC.
DATE:
REVISED:
DESIGNED BY:
ENGINEERED BY:
MONTY LUKE
DECEMBER 2, 2024
FINAL PLAN287 DEADMOND FERRY RD.SPRINGFIELD, OREGON 97477DESIGN: 541-746-7757 / ENGINEERING: 541-357-3031DesignsAND ENGINEERINGPAPER SIZE @ 36" X 24"PROPOSED 6-PLEX TOWNHOME DESIGN FOR:GS ENTERPRISES OREGON, LLCLOCATED AT: 503 17TH STREETSPRINGFIELD, OREGON 97477BUILDER: GEREMIAH ROBERTS #541-852-2312AMMON LUKE
SITE PLAN
1/8" = 1'-0"NORTH17TH STREET54.36'16'-0" EXISTINGDRIVEWAY102'-0" WIDE FOR (6) 17' WIDE UNITS (SHOWN)18'-0" (MIN)24'-0" (MIN)12'-0"8'-0" (+-)
188.70'
188.70'
(1) CAR GARAGE
19/0 X 16/0
UNIT #A
(1) CAR GARAGE
19/0 X 16/0
UNIT #B
(1) CAR GARAGE
19/0 X 16/0
UNIT #C
(1) CAR GARAGE
19/0 X 16/0
UNIT #D
(1) CAR GARAGE
19/0 X 16/0
UNIT #E
(1) CAR GARAGE
19/0 X 16/0
UNIT #F
5'-0"(6) 9/0 X 18/0 PARKING
TOTAL IMPERVEOIS DRIVEWAY/PARKING
AREA (4,781 SQ. FT) WATER RUN OFF
WILL DRAN TO FRONT WATER GARDEN
23'-0" (MAX)
132'-0" (MAX)5'-0" x 29'-0" (144 SQ. FT.) WATER GARDEN4'-0"5'-0"54'-0"
63'-0"
DRIVEWAY24"7'-0" P.U.E.S.U.B. POWER
BOX HERE
(7) S.U.B. WATER
METERS HERE
EXISTING S.U.B.
POWER POLE HERE
CONCRETE/ASPHALT FLAT WORK TO BE DETERMINED
AND CONFIRMED AT THE SITE BY CONTRACTOR (TYP)
ALL UTILITY HOOK-UPS TO BE DETERMINED AND
CONFIRMED AT THE SITE BY GENERAL CONTRACTOR
PER ALL LOCAL BUILDING CODES (TYP)
ALL BUILDING ROOF WATER RUN-OFF WILL DRAN TO
10' X 32' X 6' DEEP (320 SQ. FT.) UNDERGROUND SOAKING
TRENCH TO BE LOCATED HERE - SEE ALL ENGINEERING
SPECS PROVIDED BY ERIC FAVREAU P.E.
ALL PARKING LOT WATER RUN-OFF WILL DRAN FROM THE
REAR PROPERTY TO THE FRONT, AND INTO A 5' X 29' X 30"
DEEP (144 SQ. FT.) WATER GARDEN PLANTER AS SHOWN
SEE ENGINEERING SPECS PROVIDED BY ERIC FAVREAU P.E.
IF MINI-SPLIT DUCTLESS HEAT PUMP SYSTEMS ARE USED,
THE OUTIDE A.C. UNITS WILL BE LOCATED HERE. GENERAL
CONTRACTOR TO CONFIRM AT THE SITE
NEW MAIL BOX FOR EACH TOWNHOME TO BE LOCATED ON
EXTERIOR WALL AS MARKED HERE
TELECOMMUNICATION UTILITY CABINET TO BE LOCATED AT
THIS LOCATION - TO BE CONFIRMED BY CONTRACTOR
PROPOSED SEWER EASEMENT LINE HERE TO BE CONFIRMED
NOTE:
NOTE:
A
B
A
B 18'-0" DRIVEWAY1'-4"10'-0"(CONT)5'-0"30'-0"17'-0"17'-0"17'-0"17'-0"17'-0"17'-0"
C
C C C C C C
ALL ASPHALT PAVING TO HAVE 1/8" PER FOOT MIN.
SLOPE TO FRONT WATER GARDEN (TYP)
E
D
D D D D D D
7'-0" PUE 6'-0"10'-0" (MIN)
7'-0" P.U.E.
(CONT)5'-0"10'-0"
E
F
F
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDEX SD17TH STEX 12'APPROACH28' PAVE
40' ROW
TL 3300
TL 3200
TL 3400
TL 2000
TL 2100
±2.5'OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTREE TO BE
REMOVED SPRINGFIELD, OR 97477503 17TH STSITE ASSESSMENTNO.APPROVED:DESCRIPTIONREVISIONSBYDATE503 17TH ST
SPRINGFIELD, OR 97477
TL 17-03-36-24-03300
SIZE: 0.23 ACRES
APPLICANT:
GS ENTERPRISES OREGON LLC
(541) 852-2312
APPLICANT'S REPRESENTATIVE:
FAVREAU ENGINEERING
2206 COUNTRY HAVEN DR
EUGENE, OR 97408
(541) 556-4425
PROPERTY INFO
SHEET C1 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: 11/26/24
TL: 17-03-36-24
LOT: 03300
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
SITE
NO SCALE
VICINITY MAP
LEGEND
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.
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.
THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND
IS SUBJECT TO ANY INACCURACES THAT A SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE
EXISTING PUBLIC SANITARY SEWERSS
PROPERTY BOUNDARY
ENGINEER'S NOTE
NOTICE TO CONTRACTOR
SOIL TYPE
96 - NEWBERG LOAM, SOIL GROUP A - WELL-DRAINED
FEMA
THE SITE IS LOCATED IN ZONE "X" AS SHOWN ON FIRM
COMMUNITY PANEL NO. 41039C1142F, DATED JUNE 2,
1999. NO BASE FLOOD ELEVATION DETERMINED.
WELLHEAD PROTECTION
THE SUBJECT SITE IS WITHIN THE 20-YEAR TIME OF
TRAVEL ZONE, PER CITY MAPPING.
EXISTING PUBLIC STORM DRAINSD
EXISTING OHVERHEAD WIRE
EXISTING TREE
OHW
C1 - SITE ASSESSMENT
C2 - SANITARY SEWER PLAN
SHEET INDEX
SSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDEX SD17TH STEX 12'APPROACH28' PAVE
40' ROW
TL 3300
TL 3200
TL 3400
TL 2000
TL 2100
±2.5'OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWSS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
INSTALL (6) 4" PVC SEWER LATERALS
2% SLOPE MIN
INSTALL SANITARY SEWER MANHOLE. ENSURE 6" OF
SPACING BETWEEN ENTRIES INTO MANHOLE, WITH NEW
INVERT ELEVATIONS AT A MINIMUM OF 0.1' ABOVE
EXISTING IE OUT ELEVATION, AND A MAXIMUM OF 1'
ABOVE EXISTING IE OUT ELEVATION. POTHOLE EXISTING
SANITARY SEWER LINE PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES.
SS
PROP SSMH
RIM: 466.91
IE OUT EX (N): 459.04
IE IN EX (S): 459.09
IE IN PROP (W): 459.14 - 460.04
EX 8" SS IN
EX 8" SS OUT
6" MIN 6" MIN0.1' MIN1' MAX4" LATERAL (TYP)
MANHOLE CONECTION DETAIL
NO SCALE SPRINGFIELD, OR 97477503 17TH STSEWER PLANNO.APPROVED:DESCRIPTIONREVISIONSBYDATESHEET C2 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: 11/26/24
TL: 17-03-36-24
LOT: 03300
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSDSDSDSDSDSDSDSDSDSDSDSDSDSDEX SD17TH STEX 12'APPROACH28' PAVE
40' ROW
TL 3300
TL 3200
TL 3400
TL 2000
TL 2100
±2.5'OHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWOHWTREE TO BE
REMOVED SPRINGFIELD, OR 97477503 17TH STSITE ASSESSMENTNO.APPROVED:DESCRIPTIONREVISIONSBYDATE503 17TH ST
SPRINGFIELD, OR 97477
TL 17-03-36-24-03300
SIZE: 0.23 ACRES
APPLICANT:
GS ENTERPRISES OREGON LLC
(541) 852-2312
APPLICANT'S REPRESENTATIVE:
FAVREAU ENGINEERING
2206 COUNTRY HAVEN DR
EUGENE, OR 97408
(541) 556-4425
PROPERTY INFO
SHEET C1 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: 10/3/24
TL: 17-03-36-24
LOT: 03300
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
10
SITE
NO SCALE
VICINITY MAP
LEGEND
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.
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.
THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND
IS SUBJECT TO ANY INACCURACES THAT A SUBSEQUENT
BOUNDARY SURVEY MAY DISCLOSE
EXISTING PUBLIC SANITARY SEWERSS
PROPERTY BOUNDARY
ENGINEER'S NOTE
NOTICE TO CONTRACTOR
SOIL TYPE
96 - NEWBERG LOAM, SOIL GROUP A - WELL-DRAINED
FEMA
THE SITE IS LOCATED IN ZONE "X" AS SHOWN ON FIRM
COMMUNITY PANEL NO. 41039C1142F, DATED JUNE 2,
1999. NO BASE FLOOD ELEVATION DETERMINED.
WELLHEAD PROTECTION
THE SUBJECT SITE IS WITHIN THE 20-YEAR TIME OF
TRAVEL ZONE, PER CITY MAPPING.
EXISTING PUBLIC STORM DRAINSD
EXISTING OHVERHEAD WIRE
EXISTING TREE
OHW