HomeMy WebLinkAboutPlan, Tentative APPLICANT 7/31/20177
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110 43rd PLACE
SPRINGFIELD, OR
TAX LOT: 11-02-32-31-- 024.01
ZONING: GC COMMUNITY COMMERCIAL
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GENERAL:
i. DO NOT SCALE DRAWINGS, USE DIMENSIONS. VERIFY ALL DIMEN51ON5 PRIOR t0 BEGINNING CONSTRUCTION. CONTRACTOR SHALL
NOTIFY ENGINEER WiTHIN 24 HOURS OF FINDING ANY DISCREPANCIES BETWEEN PLANS AND EXISTING CONDITIONS.
2. REFERENCES t0 "ENGINEER" CONTAINED ON CIVIL PLANS HEREIN REFER TO GEOMAX, INC. BUILDING PLANS REFER t0 GEOMAX, INC.
GEOMAX, INC. IS THE OF RECORD.
51 TE:
1. ALL CONSTRUCTION AND MATERIALS SHALL CONFORM t0 THESE PLANS AND THE LATEST CiTY OF SPRINGFIELD -AMENDED OREGON
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. THE LATEST UNIFORM PLUMBING CODE, THE LATEST OREGON
STRUCTURAL SPECIALTY CODE, AND OTHER APPLICABLE STANDARDS.
2. CONTRACTOR SHALL CONFIRM ALL ITEMS OF WORK NOT SHOWN ON THE PLAN AND ALL THOSE NECESSARY FOR SUCCESSFUL, SAFE
COMPLETION OF THIS PROJECT AS REQUIRED BY THE CiTY OF SPRINGFIELD DEVELOPMENT CODE AND PUB IC WORKS OR APWA
STANDARDS.
3. THE CONTRACTOR SHALL NOT PERFORM WORK WITHOUT CiTY INSPECTIONS WHERE INSPECTIONS ARE REQUIRED.
4. REQUESTS BY THE CONTRACTOR FOR CHANGES t0 THE PLANS MUST BE APPROVED BY THE ENGINEER AND THE GENERAL
CONTRACTOR BEFORE ANY CHANGES ARE IMPLEMENTED.
5. ATTENTION- OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER
THOSE RULES ARE SET FORTH IN OAR 952-001-0010 THRU OAR 952-001-0090. YOU MAY OBTAIN COPIES OF THE RULES BY CALLING
THE CENTER (NOTE: THE PHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 15 503-232-1981 OR 800-332-3244.)
5FR I NGF i EL2 GENERAL CON5TRUCT I ON NOTE5=
A. ALL MATERIALS AND WORKMANSHIP WITHIN THE PUBLIC RiGHT-OF-WAY OR PUBLIC EASEMENTS SHALL MEET CITY OF SPRINGFIELD
DEPARTMENT OF PUBLIC WORKS "STANDARD CONSTRUCTION SPECIFICATIONS, 1994" AS AMENDED IN 1998 COR CURRENT ADDITION), IN
ADDITION TO THESE PLANS.
B. OREGON LAW REQUIRES THE CONTRACTOR TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION CENTER THOSE RULES
ARE SET FORTH IN OAR 952-001-0010 THROUGH OAR 952-001-0100. THE CONTRACTOR MAY OBTAIN COPIES OF THE RULES BY
CALLING THE CENTER NOTE- THE TELEPHONE NUMBER FOR THE OREGON UTILITY NOTIFICATION CENTER 15 (800) 332-2344.
G. LOCATION AND/OR DEPTH OF EXISTING UTILITIES SHOWN ON PLANS ARE APPROXIMATE. It 15 THE CONTRACTOR'S RESPONSIBILITY t0
CONTACT ALL UTILITY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES A t LEAST 48 HOURS PRIOR TO EXCAVATING OR
"POTHOLING". THE "ONE -CALL" NUMBER (800) 332-2344
D. CONTRACTOR SHALL BE .RESPONSIBLE FOR COORDINATION WITH UTILITY COMPANIES ON THE TiMING OF INSTALLATION OF THEIR
FACILITIES.
E. SPRINGFIELD CODE 10.2.1 REQUIRES NOTIFICATION OF OPEN TRENCHING FOR THE PROJECT TO ALLOW POSSIBLE AT4T CABLE
INSTALLATION.
F. THE CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL DEVICES NECESSARY TO PROTECT AND SAFEGUARD THE PUBLIC AND
WORKERS AGAINST INJURY AND PROTECT THE WORK AGAINST DAMAGE. ALL TEMPORARY TRAFFIC CONTROL SIGNING AND DEVICES
SHALL 8E IN PLACE PRIOR t0 BEGINNING WORK. ALL TRAFFIC CONTROL SHALL CONFORi" I t0 THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS (MUTCD), CURRENT EDITION, AS SUPPLEMENTED AND AMENDED BY THE OREGON
SUPPLEMENTS. FLAGGING SHALL BE PERFORMED AS SHOWN IN THE OREGON STATE HIGHWAY DIVISION HANDBOOK, '51GNiNG AND
FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES", CURRENT EDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
REQUIRED TRAFFIC CONTROL AS FIELD CONDITIONS WARRANT. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN A t THE
PRE -CONSTRUCTION CONFERENCE FOR CiTY REVIEW AND APPROVAL.
G. ALL SANITARY AND STORM SEWER CONNECTIONS TO EXISTING CITY OWNED FACILITIES (PIPE, CATCH BASINS, MANHOLES, ETC.) SHALL
BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRiOR TO Section 11 - DRAFTING
STANDARDS 9 - 4 EDSP 2002 HOOKING UP t0 THEM. CONTACT KEITH MIYATA (126-3615) OR RON SATHER (126-2240) NO I F55 THAN 48
HOURS PRiOR TO DESIRED INSPECTION TIME.
N. BEFORE BACK -FILLING THE END OF A MAINLINE PIPE. NOT ENDING At A MANHOLE OR A CLEAN OUT, THE CONTRACTOR SHALL
PERFORM THE TV INSPECTION AS REQUIRED BY THE STANDARD SPECIFICATIONS AND ALLOW THE CONSULTING ENGINEER t0
DETERMINE THE EXACT LOCATION AND ELEVATION OF THE END OF THE PiPE.
1. WHERE CONNECTING TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW THE
ENGINEER t0 VERIFY EXACT LOCATION AND ELEVATION, CONDITION, AND POSITIVE FLOW BEFORE LAYING ANY NEW PiPE ON THAT
SYSTEM.
J. THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WiTH THE MiNiMUi''1 COVER AS SHOWN ON THE PLANS
K. THE CONTRACTOR SHALL INTERNALLY TELEVISION INSPECT THE SEWER AFTER ALL BACKFILL AND BEFORE THE FiNAL LIFT OF ASPHALT
PAVING. THE CONTRACTOR SHALL SUPPLY THE CITY WITH A WRITTEN T.V. REPORT AND VIDEO TAPE FOR CITY APPROVAL AT LEAST 2
WORKING DAYS BEFORE THE PRE -PAVING MEETING.
L. CONTRACTOR TO SCHEDULE A PRE -PAVING CONFERENCE 24 HOURS PRiOR TO PAVING. CONTACT RON SATHER (126-2240).
M. ALL JOINTS BETWEEN EXISTING and NEW ASPHALT PAVING SHALL BE SEALED WiTH POLYMERIZED ASPHALT AND SANDED t0 PREVENT
PICK UP.
N. COMPACTION REQUIREMENTS-
- LAYER RATE TEST
- 5UBGRADE 9596 T99
- CRUSHED ROCK 95% T180
- ASPHALT (LOCAL) 9096 RiCE
- ASPHALT (COLLECTOR/ARTERIAU 92% RICE
0. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS lPSly
- CONCRETE USE FIELD LABORATORY
- 51DEWALK/ADA RAMPS 3000 3450
- CURBS/GUTTERS 3500 4025
- DRIVEWAYS 3500 4025
- PAVEMENT 4000 4600
P. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORATION OF DESIGN CRITERIA
FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SECTION SLOPES FOR SIDEWALKS, UPGRADING EXISTING HANDICAP FACILITIES
WHERE MAJOR CONSTRUCTION 15 OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH AS CURBING OR
LANDSCAPING AROUND MAILBOXES.
Q. CONTRACTOR 15 RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDICTIONS SUCH AS LANE COUNTY,
OREGON DEPARTMENT of TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS, OR. THE
DEPARTMENT OF ENVIRONMENTAL QUALiTY.
R ALL IMPROVEMENTS THAT WILL BE PRIVATELY OWNED AND MAINTAINED WiLL BE BOUND BY THE CURRENT REQUIREMENTS OF THE
STATE OF OREGON STRUCTURAL SPECIALTY CODE, PLUMBING SPECIALTY CODE, AND/OR CITY OF SPRINGFIELD BUILDING DIVISION
REQUIREMENTS. CONTRACTOR 15 RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CiTY DEPARTMENT PRIOR TO DOING
PRIVATE WORK. Section 11 - DRAFTING STANDARDS 9 - 5 ED5P 2002
S. EARTHWORK OUTSIDE THE RIGHT OF WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND DRAINAGE
ALTERATION PERMIT (LDAP)
T. STREET TREES SHALL BE SELECTED FROM THE APPROVED LIST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT CODE. ONLY
STREET TREES WITH A MINIMUM TRUCK CALIPER OF 2 IN. MEASURED 6" ABOVE THE ROOT 5TEM SHALL BE . SELECTED FOR PLANTING.
U. A PRE -CONSTRUCTION CONFERENCE 15 REQUIRED BEFORE START OF CONSTRUCTION. ALL UTILITIES, CONTRACTORS and CITY
REPRESENTATIVES SHALL HAVE RECEIVED THE FINAL APPROVED PLANS AT LEAST 5 WORKING DAYS PRiOR TO THE PRE
CONSTRUCTION CONFERENCE.
V. THE ENGINEER AND/OR CITY HAVE THE RiGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE
SUCCESSFUL COMPLETION OF THE PROJECT.
W. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRiOR TO IMPLEMENTATION.
X. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICATION TO THE CiTY FOR
APPROVAL PRIOR t0 BEGINNING WORK.
Y. CONTRACTOR SHALL BE AWARE IF PAVING 15 NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15tH, WET WEATHER
PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GEOTE)<TILE FABRIC SHALL USED. REFER TO STANDARD SPECIFICATION
SECTION.
A I B I C I D
CODE ANALY5I5
CODES. 2014 065C, 2015 CiTY OF SPRINGFIELD DEVELOPMENT CODE
51TE ZONING- CC
USE: SELF STORE UMTS AND ANIMAL RESCUE SPACE
LOT SIZE- 13884 SQ. FT.
IMPERVIOUS AREA: BUILDING- 5065 50. FT.
PARKING/SIDEWALKS- 6110 5Q.FT.
TOTAL- 11835 50. FT.
PERCENTAGE OF LANDSCAPED AREA- 1496
2014 0550
CHAPTER 3 OCCUPANCY= B 4 5-1
CHAPTER 4 ALLOWABLE AREA PER BUILDING:- B- 23,000 5Q. FT., 3 STORY
5-1- 11,500 5Q. FT., 2 STORY
ACTUAL AREA- B- 1,200 5Q. FT.
5-1- 3,865 SQ. FT.
CHAPTER 5 BUILDING TYPE. TYPE 11-8
CHAPTER 6 FIRE RESISTANCE BASED ON SETBACK- LE55 THAN 5'- 2 HR
5' TO 10'- i HR., 10' OR GREA'T'ER N.R.
CHAPTER 1 ALLOWABLE AREA UNSPRINKLERED- 12000 SQ. FT. NO FIRE ALARM.
CHAPTER 1 FIRE WALL REQUIREMENTS- PROPERTY LINE WALLS- 2 HR
(PENETRATIONS ALLOWED UNDER 055C 114.3.1 EXCEPTION 2)
FIRE SEPARATION BETWEEN Es 4 5-1 OCCUPANCY- NONE REQUIRED.
CHAPTER 10 OCCUPANT LOAD PER UNIT: B OCCUPANCY f 100 SQ. FT. / OCG -)=12
CHAPTER 10 MEANS OF EGRESS REQ: 1. MAX. TRAVEL DISTANCE= 50'
CHAPTER 11 ACCESSIBILITY- ADA ACCESSIBLE HARDWARE WiLL BE INSTALLED 0 EACH SPACE.
CHAPTER 11 ADA RESTROOM MECHANICAL_ VENT FAN.
CHAPTER 12 HVAC SYSTEM TO BE DESIGN/BUiLD BY OTHERS.
CHAPTER 16 SEE DESIGN CRITERIA.
CHAPTER 11 SEE STATEMENT OF SPECIAL INSPECTIONS.
CHAPTER 29 RESTROOM5 REQUIRED- 1 UNISEX ADA COMPLIANT.
NEC ELECTRICAL SYSTEM- ANIMAL RESCUE 4 EXTERIOR LIGHTING
DESIGN COMCHECK BY ELEC. CONTRACTOR
DE51GN CRITERIA
A. RiSK CATAGORY- II
B. WIND EXPOSURE= B
C. BASK WIND SPEED- 120 (O55C FIGURE 1609A)
D. DE51GN SPECTRAL RESPONSE ACCELERATION PARAMETERS= 5ds=0.544g
E. BA51C FORCE RESISTING SYSTEMS=
- LIGHT FRAMED (COLD -FORMED STEEL) WiTH SHEAR WALLS.
F. DE516N BASE SHEARS= Co x WEIGHT OF DESIGN AREA
- SEE DE51GN CALCULATIONS
G. SEISMIC RESPONSE COEFFICIENTS- Cs=0.0831
H. RESPONSE MODIFICATION COEFFICIENT- R=6.5, R2 (GWB)
1. ANALYSIS PROCEDURE USED: EQUIVALENT LATERAL FORCE PROCEDURE
5TATEMENT OF 5FEC i AL i N5PECT i ON5
1. PERIODIC INSPECTION OF INSTALLATION OF EXPANSION ANCHORS
RED HEAD ANCHORS, ANCHOR BOLTS OR EPDXIED IN PLACE BOLTS.
A. ANCHOR TYPE
B. ANCHOR DIMENSIONS
C. HOLE CLEANING PROCEDURE
D. EMBEDMENT DEPTH
E. CONCRETE TYPE, COMPRE551VE STRENGTH 4 THICKNESS
F. HOLE SIZE
G. ANCHOR SPACING 4 EDGE DISTANCE
H. INSTALLATION TORQUE
1. TYPE OF ADHESIVE 4 EXPIRATION DATE
J. COMPLIANCE WITH MFR INSTALLATION INSTRUCTIONS
H I
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TITLE PAGE
EXISTING CONDITIONS
SIi'E LAYOUT
GRADING PLAN
UtlLltl' PLAN
BUILDINGS A 4 B PLANS
BUILDING G PLANS
GENERAL CONSTRUCTION NOTES
LANDSCAPE PLAN
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2. THREE BICYCLE PARKING SPACES
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3. NO PUBLIC UTILITIES ARE PLANNED.
4. LOT COVERAGE: BUILDINGS, PARKING
4 DRIVEWAYS= 8596
LANDSCAPING 1596
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OWNER. CRAIG JOHN KOCH REVOCABLE TRUST
2118 W. 29th AVE.
EUGENE, OR 91405
51TE ADDRE55- 110 43rd PLACE
SPRINGFIELD, OR
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Date Received
AUG 012017
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EUGENE, OR 91405
51TE ADDRES`5x 110 43rd PLACE
SPRINGFIELD, OR
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WATER METER
W.S.
WATER SERVICE LINE, CORP. STOP,
ANGLE STOP $ M.B.. SEE DETAIL 408
W"x"
WATER MAIN X"* (EXIST.)
W.V.
WATER VALVE
NOTES
1. ESTIMATED CUT/FILL QUANTITIES
EXCAVATION= 400 CU. YD.
FILL. 350 CU. YD.
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OWNER= CRAIG JOHN KOCH REVOCABLE TRUST
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EUGENE, OR 91405
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MAP- 11-02-32-31
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W/M WATER METER
W.S. WATER SERVICE LINE, CORP. STOP,
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Date Received fRo04.
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A I B I C I D I E I F I G I H
I J K
PROFF�fi
LANDSCAPE PLANTIN., s SCHEDULE
LEGENDS
51Z'E
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T PLANT SPACING
TREES
WESTERN RED OAK (Quercm nibra)
2" CALIPER
19403P
30'
SHRUBS
WE5TERN RED OAK (Quercus Rubra)
3
OREGON
JG<Y
OVATUS AUREUS (15"ff us japontcus)
3 GALLON
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3'
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RHODODENDRON (Rhododeri&ona meavphgbuv)
D 0.
1
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3 GALLON
EXP. 12/31/18
4' MIN.
CiROUND COVER
KINNIKINNICK (Arctost.g2NIos uva-urW -T
I GALLON
36
5'
w
2
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DAVE
2/7/16
0t
PURPLE LEAF JAPANESE BARBERRY
R.L.G.
CHECKED BY
R.D.R.
(Berberis thunbergii var.atropurpurea)
FILE NO.
R004GE LDWG
PROJECT NO.
RHODODENDRON (Rhododendron macrophgllt
CREEPING MAHONIA (Mahonia repens)
GRA55ES
#
NEEDLE SPIKE RUSH (eleocheris acicularis)
0
Z
0
FOX RED CURLY SEDGE (Carex buchanann)
GROUND COVERzp
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LANDSCAPE PLANTIN., s SCHEDULE
PLANT NAME
51Z'E
No. OF PLANTS
T PLANT SPACING
TREES
WESTERN RED OAK (Quercm nibra)
2" CALIPER
1
30'
SHRUBS
2" CALIPER
3
30'
OVATUS AUREUS (15"ff us japontcus)
3 GALLON
40
3'
PURPLE LEAP JAPANESE BABY
(berberts thmtwgn ver: atropurpwvW
3 GALLON
8
VARIES
RHODODENDRON (Rhododeri&ona meavphgbuv)
3 GALLON
1
4' MIN.
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3 GALLON
b
4' MIN.
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KINNIKINNICK (Arctost.g2NIos uva-urW -T
I GALLON
36
5'
INFILTRATION BASIN PLANTING SCHEDULE
PLANT NAME
51ZE
No. OP PLANTS
I PLANT SPACING
04
SLE SPIKE RUSH (EkKxh its actailaris)
4" POTS
96
1'
PDX RED CURLY SEDGE (Carex buchawV
4" POTS
96
I'
Q
SCALE= 1"=10'
O 10 20 30
OMM- CRAIG JOHN KOCH REVOCABLE TRU.
2`118 W. 29th AVE.
EUGENE, OR 91405
51TE ADDRE55i 110 43rd PLACE
SPRINGFIELD, OR
MAP, 11-02-32-31
LOT= 02401
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DESIGNER
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FILE NO.
R004GE LDWG
PROJECT NO.
Date Rf=Ceived
AUG 012011
Original Subm*al c,, �
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