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DATUMS (GPS DERIVED)
HORIZONTAL: OREGON COORDINATE REFERENCE SYSTEM - EUGENE PROJECTION 2011 (EPOCH2O10)
STM MHVERTICAL: NAVD 88 (GEOID 12A)
RIM.-490.09SITE ASSESSMENT OF EXISTING CONDITIONS
1. PREPARED BY AN OREGON LICENSED ARCHITECT, LANDSCAPE ARCHITECT, CIVIL ENGINEER OR SURVEYOR
• PLAN PREPARED BY LICENSED LANDSCAPE ARCHITECT.
• SURVEY PREPARED BY LICENSED PROFESSIONAL LAND SURVEYOR.
Cl RIM:490.22 2. VICINITY MAP
• SEE SHEET L1.0 FOR VICINITY MAP.
- STM MH 3. THE NAME, LOCATION AND DIMENSIONS OF ALL EXISTING SITE FEATURES INCLUDING BUILDINGS, CURB CUTS, TREES, AND IMPERVIOUS
RIM:490.08 SURFACE AREAS, CLEARLY INDICATING WHAT IS REMAINING AND WHAT IS BEING REMOVED. FOR EXISTING STRUCTURES TO REMAIN,
ALSO INDICATE PRESENT USE, SIZE, SETBACKS FROM PROPERTY LINES, AND DISTANCE BETWEEN BUILDINGS.
• SEE PLAN THIS SHEET.
4. THE NAME, LOCATION, DIMENSIONS, DIRECTION OF FLOW AND TOP OF BANK OF ALL WATERCOURSES AND REQUIRED RIPARIAN
SETBACK THAT ARE SHOWN ON THE WATER QUALITY LIMITED WATERCOURSE MAP ON FILE IN THE DEVELOPMENTS SERVICES
DEPARTMENT.
• PER THE WATER QUALITY LIMITED WATERCOURSE MAP THE SITE CONTAINS NO WATERCOURSES.
5. THE 100 -YEAR FLOODPLAIN AND FLOODWAY BOUNDARIES ON THE SITE, AS SPECIFIED IN THE LATEST ADOPTED FEMA FLOOD
INSURANCE RATE MAPS OR FEMA APPROVED LETTER OF MAP AMENDMENT OR LETTER OF MAP REVISION.
• PROJECT SITE IS LOCATED IN ZONE X: AREAS DETERMINED TO BE OUTSIDE 500 -YEAR FLOODPLAIN.
6. THE TIME OF TRAVEL ZONES, AS SPECIFIED IN SDC 3.3-200 AND DELINEATED ON THE WELLHEAD PROTECTION AREAS MAP ON FILE IN
THE DEVELOPMENT SERVICES DEPARTMENT.
PROJECT SITE IS LOCATED OUTSIDE ON THE EDGE OF THE 99 YEAR TIME OF TRAVEL ZONE OF CONCENTRATION FOR THE 16TH AND Q
WELLFIELD
7. PHYSICAL FEATURES INCLUDING, BUT NOT LIMITED TO TREES 5" 1N DIAMETER OR GREATER WHEN MEASURED 41/2 FEET ABOVE THE
GROUND (STANDS OF MORE THAN FIVE (5) TREES MAY BE SHOWN AS A CLUSTER WITH MIX OF TREES SPECIES NOTED), RIPARIAN
AREAS, WETLANDS AND ROCK OUTCROPPINGS.
• SEE PLAN FOR LOCATION OF ALL TREES 5" OR LARGER. SITE CONTAINS NO RIPARIAN AREAS, WETLANDS OR ROCK
OUTCROPPINGS.
STM MH SOILS
RIM:489.73
SOILS ON SITE ARE AS FOLLOWS:
• CHAPMAN-URBAN LAND COMPLEX (88%)
• CLOQUATO SILT LOAM (12%)
CI RIM: 489.72 _ WELLHEAD PROTECT
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ate Received
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LAND USE
REVIEW SET
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FIRE TURNING RADIUS
30' INNER RADIUS
50' OUTER RADIUS
DIRECTION OF TRAVEL
BOLLARD - 8" DIAMETER
KEY PAD
WHEEL STOPS (TYP.)
GROUNDWATER PROTECTION
DURING CONSTRUCTION
1. THE FOLLOWING REGULATIONS MUST BE OBSERVED DURING CONSTRUCTION:
• ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND CLEAN-UP
MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ
REQUIREMENTS. IN EVERY CASE, CARE SHALL BE TAKEN TO PREVENT GROUNDWATER
CONTAMINATION.
• CHEMICAL HANDLING, STORAGE, AND USE: CONTRATORS/DEVELOPERS SHALL BE
RESPONSIBLE FOR SAFE HANDLING AND STORAGE OF CHEMICALS, PETROLEUM
PRODUCTS, AND FERTILIZERS AND THE PREVENTION OF GROUNDWATER AND STORM
WATER RUNOFF CONTAMINATION. CHEMICALS USED DURING CONSTRUCTION,
INCLUDING PAINT AND CLEANING MATERIALSIWASTES, MUST NOT ENTER THE SOIL OR
BE WASHED INTO THE STORM WATER SYSTEM. ALL CHEMICALS SHOULD BE STORED IN
ADEQUATE SECONDARY CONTAINMENT.
• EQUIPMENT MAINTENANCE AND FUELING: PRECAUTIONS SHALL BE TAKEN TO PREVENT
FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE FROM LEAKING, INCLUDING
PROVIDING A DEDICATED AREA FOR FUELING AND MAINTENANCE OF EQUIPMENT. THIS
AREA SHALL BE PREPARED AND MAINTAINED IN A WAY THAT PREVENTS SPILLS OR
LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE SYSTEM.
• NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
2. WELLHEAD PROTECTION SIGNS SHALL BE PLACED AT THE SITE TEMPORARILY DURING
CONSTRUCTION AND PERMANENTLY AT TRASH/RECYCLING ENCLOSURE AND ADJACENT TO
THE SWALE(S). THE SIGNS ARE INTENDED TO ALERT CONTRACTORS, SUBCONTRACTORS,
EMPLOYEES, TENANTS, AND OTHERS TO THE IMPORTANCE OF REPORTING AND CLEANING
UP ANY SPILLS (SIGN STANDARD AVAILABLE). PLEASE CONTACT AMY CHINITZ
(541-7443745) TO PURCHASE SIGNS DIRECTLY FROM SUB.
Date Received
13
i
Odginal Submittal
LAND USE
REVIE ♦ 1 SET
THIS DRAWING IS
NOT FOR
CONSTRUCTION
3.27.2018
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WHERE SHOWN) ON COMPACTED SUBGRADE IN (2) 2" LIFTS. WHERE SHOWN)
HORACE STREET TYPICAL STREET CROSS SECTION
SCALE: 1'65'
50' R/W
I o
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"--''
I
1
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6" MIN. LOAM 4" MIN. PCC OVER MIN. 2"
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UU 4" LEVEL 3, 1 2"
3/4" MINUS COMPACTED CRUSHED ROCK DENSE GRADED HMAC 6" MIN. LOAM
OVER GEOTD(RLE FABRIC IN (2) 2" LIFTS OVER SUBGR40E
ON COMPACTED SUBGRADE
N/S STREET TYPICAL STREET CROSS SECTION
SCALE. 1`_-5'
LEGEND
EXISTING PROPOSED
SITE PROPERTY LINE ><1 WATER VALVE CURB
CURB 4(!)+ WATER HYDRANTSTORMWATER DRAIN
EDGE OF AC PAVING ® SIGNAL BOXES -" - - '"- - - - SAW CUT
wW WATER LINE STORMWATER MANHOLE
--- --WW - WASEWATER SEWER AIL SIGN ® TYPE 2 1/24 CURB INLET
---- -----STM ----- STORM WATER C WASTEWATER MANHOLE EM CATCH BASIN
-OHW- OVERHEAD WIRES so STORMWATER MANHOLE =111 STREET LIGHT
E ELECTRIC LINE CURB INLET STOP SIGN
- c G c - GAS UNE ;•;':'�';•:�;' POWER POLE RAIN GARDEN
Fo -FO- ro FIBER OP17C UNE a CONCRETE SIDEWALK
ELEVA77ON CONTOUR STREET LIGHT D AC PAVING
CONCRETE
SITE MAP ---
SCALE. 1`_60'
7' PUE
MATCH EX AT
4:1 MAX SLOPE
7' PUE
MATCH IX AT
4.1 MAX SLOPE
JASPER JUNC ION
SPRINGFIELD, OREGON
UTILITY REPRESENTATIVES
ELECTRICITY (SUB)
DRAWING INDEX
SHEET
TITLE
CO.0
COVER SHEET
C1.0
HORACE STREET, PLAN & PROFILE, STA. 1+40-5+00
C1.1
HORACE STREET, PLAN & PROFILE, STA. 5+00-7+80
C2.0
NIS STREET, PLAN & PROFILE, STA. 1+00-4+40
C3.0
STANDARD DETAILS
C3.1
STANDARD DETAILS
C3.2
STANDARD DETAILS
C3.3
STANDARD DETAILS
T1.0
LIGHT7NG, SIGNING & STRIPING PLAN
UTILITY REPRESENTATIVES
ELECTRICITY (SUB)
TONY TALBOT
(541) 746-8451
WATER (SUB)
BART McKEE
(541) 726-2396
WASTEWATER (CITY)
CLAYTON McEACHERN
(541) 736-1036
STORMWATER (CITY)
CLAYTON McEACHERN
(541) 736-1036
FIRE (CITY)
GILBERT GORDON
(541) 726-2293
TELEPHONE (CENTURY LINK)
CHRISTOPHER SILVA
(541) 484-8887
NATURAL GAS (NW N47ML GAS)
MONTE BROWN
(503) 220-2427
COMMUNIC4770N (COMCAST)
RYAN HANSEN
(541) 230-0079
GROUND WATER PROTECTION NOTES
1. CARE SHALL BE TAKEN TO PREVENT GROUNDWATER CONTAMINATION DURING INITIAL S17E PREPARATION
AND FINAL CONSTRUCTION. ANY CHEMICAL SPILLS OR LEAKS MUST BE CLEANED UP IMMEDIATELY AND
CLEAN-UP MATERIALS DISPOSED OFF-SITE AND IN ACCORDANCE WITH LANE COUNTY AND DEQ
REQUIREMENTS.
2. CONTRACTORS/DEVELOPERS SHALL BE RESPONSIBLE FOR THE SAFE HANDLING AND STORAGE OF
CHEMICALS, PETROLEUM PRODUCTS, AND FERTILIZERS AND THE PREVEN77ON OF GROUNDWATER AND
STORM WATER RUNOFF CONTAMINA77ON.
I 11 3. PRECAUTIONS MUST BE TAKEN TO PREVENT FLUID-CONTAINING EQUIPMENT LOCATED OUTSIDE (SUCH AS
t t CONSTRUC77ON EQUIPMENT AND MACHINERY) FROM LEAKING, INCLUDING PROVIDING A DEDICATED AREA
.; FOR FUELING AND MAINTENANCE OF EQUIPMENT THIS AREA SHOULD BE PREPARED AND MAINTAINED IN
A WAY THAT PREVENTS SPILL OR LEAKS FROM MIGRATING TO THE SOIL OR STORM WATER DRAINAGE
SYSTEM.
4. NO FILL MATERIALS CONTAINING HAZARDOUS MATERIALS SHALL BE USED ON THIS SITE.
I
DUST CONTROL NOTES
1. DUST IS TO BE CONTROLLED ON-SITE
2. WATER TRUCK TO CONTROL DUST ON DIRT/GRADED AREAS ONLY.
3. WATER TRUCK WILL ONLY DROP ENOUGH WATER TO CONTROL THE DUST OR REACH THE OPTIMUM
I MOISTURE CONTENT FOR PROPER SOIL COMPACTION. NO RUN-OFF IS TO BE GENERATED.
4. CONTROLLING DUST ON PAVED ROADWAYS WILL BE DONE BY USE OF SWEEPER WITH WATER -JET
SPRAYERS. ONLY ENOUGH WATER SHOULD BE APPLIED TO CONTROL DUST WHILE SWEEPING, WHILE NOT
GENERATING RUN-OFF FROM SPRAYERS THAT RUN.
5. THE CONTRACTOR SHALL CONDUCT THE WORK IN ACCORDANCE WITH LOCAL LAWS AND ORDINANCES, WITH
�4VTF THE APPLICABLE SEC77ONS OF ORS449 AND 468, WITH ALL REGULATIONS OF THE DEPARTMENT OF
_-
C=� ENVIRONMENTAL QUALITY AND OTHER AGENCIES OF THE STATE, AND WITH ALL LAWS AND REGULA77ONS
77
,, (® OF THE FEDERAL GOVERNMENT
:•
' EROSION CONTROL NOTES
A. USE PROTECTIVE MEASURES TO PREVENT DEBRIS FROM ENTERING STORM SYSTEM. PROTECT DOWNSTREAM
(,F► 5 - - - - - - - - - CATCH BASINS OR ANY OTHER STORM WATER INLET WITH 810 -BAGS DURING CONSTRUCTION.
�_ •: ' ( 8. ALL WASTE MATERIAL ASSOCIATED WITH THIS PROJECT SHALL BE PICKED UP AND DISPOSED OF ACCORDING
TO APPLICABLE STATE, FEDERAL AND LOCAL REGULATIONS.
C. SCHEDULE STREET CLEANING AND END OF PROJECT OR AS DIRECTED BY THE CITY OF VENETA.
.................. I f
W ( RESTORATION NOTES
A. RESTORE OR REPLACE ANY DISTURBED LANDSCAPING OF ADJACENT PROPERTIES TO NEW OR BETTER
c CONDITIONS.
b B. DAMAGE TO PROPERTY BOTH PUBLIC AND PRIVATE DUE TO CONSTRUCTION ACTIVITIES SHALL BE REPAIRED
q OR REPLACED AT CONTRACTOR'S EXPENSE
Cq
d+)
UTILITY NOTES
ATTENTION: OREGON LAW REQUIRES YOU TO FOLLOW RULES ADOPTED BY THE OREGON UTILITY NOTIFICATION
CENTER. THOSE RULES ARE SET FORTH IN OAR 952-001-0001 THROUGH 952-001-0090. YOU MAY OBTAIN
I COPIES OF THE RULES BY CALLING THE CENTER AT (503) 232-1987 OR VISITING THEIR WEBS SITE AT
�T WWW.DIGS4FELYOREGON.COM
1 �t CALL THE TOLL FREE "ONE -CALL" NUMBER AT 800-332-2344 OR 811 FOR LOCATES AT LEAST TWO DAYS IN
ADVANCE OF EXCAVATION.
SURVEY NOTES
1. THIS DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES A SUBSEQUENT
SURVEY MAY DISCLOSE
............ 8 2. LOCATIONS OF UNDERGROUND U71LMES SHOWN ARE BASED ON A COMBINA77ON OF VISIBLE FACILITIES
LOCATED ABOVE GROUND AND U77LITY LOCATE MARKS. NO CERTIFICATION IS MADE TO ACTUAL LOCATION
i OF UNDERGROUND UTILITIES.
cqi-
g 1 GRAPHIC SCALE
EASEMENT NOTES
® 60 0 30 60 120
60 1. ALL NECESSARY SLOPE, ACCESS, PATHWAY AND DRAINAGE EASEMENTS WILL BE DEDICATED WITH THE
FINAL SUBDIVISION PLAT.
( IN FEET )
MAIN ST U
MAIN ST
A ST
J,WA r-� r--, r. . ,..r-7 l�
VICINITY MAP
OWNER:
JAMES CHALLIS CONSTRUCTION, INC.
64390 AIRPORT LANE
LA GRADE, OR 97850
541-786-0353
GEOTECHNICAL. ENGINEER.-
BRANCH
NGINEER:
BRANCH ENGINEERING, INC.
310 5TH STREET
SPRINGFIELD, OR 97477
CONTACT: RONALD DERRICK, PE, GE
PHONE. 541-746-0637
GENERAL CONSTRUCTION NOTES
EWffiffR.-
BRANCH ENGINEERING, INC.
310 57H STREET
SPRINGFIELD, OR 97477
CONTACT: NATHAN PATTERSON, PE
PHONE: 541-746-0637
SURVEYOR.-
BRANCH
URVEYOR:BRANCH ENGINEERING, INC.
310 5TH STREET
SPRINGFIELD, OR 97477
CONTACT. DANIEL A. NELSON, PLS
PHONE: 541-746-0637
SCALE: 1 =1000'
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," CURRENT EDITION IN ADD17ION 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 NOTInC4770N
CENTER IS (800) 332-2344 OR 811.
C. LOC477ON AND/OR DEPTH OF EXISTING U77LMES SHOWN ON PLANS ARE APPROXIMATE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO CONTACT ALL U77UTY COMPANIES FOR UNDERGROUND LOCATION OF FACILITIES AT LEAST 48 HOURS
PRIOR TO EXCAV47ING OR 'POTHOLING- THE -ONE-CALL" NUMBER IS (800) 332-2344 OR 811.
D. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINA77ON WITH UTILITY COMPANIES ON THE 77MING OF INSTALLATION OF
THEIR FACILITIES.
E. 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 BE IN PLACE PRIOR TO BEGINNING WORK ALL TRAFFIC CONTROL SHALL CONFORM TO 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, "SIGNING AND FLAGGING STANDARDS FOR SHORT-TERM WORK ZONES" CURRENT EDITION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REQUIRED TRAFFIC CONTROL AS FIELD 6OND1770NS WARRANT. THE
CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN AT THE PRE -CONSTRUCTION CONFERENCE FOR CITY REVIEW AND
APPROVAL.
F. ALL SANITARY AND STORM SEWER CONNEC77ONS TO EXIS77NG CITY -OWNED FACIL177ES (PIPE, CATCH BASINS, MANHOLES, ETC.)
SHALL BE INSPECTED BY THE CONTRACTOR AND THE CITY'S PUBLIC WORKS MAINTENANCE DEPARTMENT PRIOR TO HOOKING
UP TO THEM. CONTACT CITY STAFF AT (541)726-3761 NO LESS THAN 48 HOURS PRIOR TO DESIRED INSPEC77ON TIME
G. BEFORE BACK -FILLING THE END OF A MAINLINE PIPE NOT ENDING AT A MANHOLE OR A CLEAN OUT, THE CONTRACTOR
SHALL PERFORM THE 7V INSPEC77ON AS REQUIRED BY THE STANDARD SPECIFICA71ONS AND ALLOW THE CONSUL77NG
ENGINEER TO DETERMINE THE EXACT LOCA17ON AND ELEVATION OF THE END OF THE PIPE.
H. WHERE CONNEC77NG TO AN EXISTING PIPE. THE CONTRACTOR SHALL EXPOSE THE END OF THE EXISTING PIPE AND ALLOW
THE ENGINEER TO VERIFY EXACT LOCATION AND ELEVATION, CONDITION AND POSITIVE FLOW BEFORE LAYING ANY NEW PIPE
ON THAT SYSTEM.
L THE SEWER GRADE SHALL BE PER THE PLANS SPECIFICATIONS AND WITH THE MINIMUM COVER AS SHOWN ON THE PLANS.
J. 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.
K. CONTRACTOR TO SCHEDULE A PRE -PAVING CONFERENCE 24 HOURS PRIOR TO PAVING. CONTACT CITY STAFF AT
(541)726-3761.
L. ALL JOINTS BETWEEN EXISTING AND NEW ASPHALT PAVING SHALL BE SEALED WITH POLYMERIZED ASPHALT AND SANDED TO
PREVENT PICK UP.
M. COMPACTION REQUIREMENTS.
LAYER RATE TEST
SUBGRADE 95% T99
CRUSHED ROCK 95% T180
ASPHALT (LOCAL) 90% RICE
ASPHALT 927* RICE
(COLLECTOR/ARTERAL)
N. CONCRETE COMPRESSIVE STRENGTH REQUIREMENTS (PSI)
CONCRETE USE FIELD LABORATORY
SIDEWALK/ADA RAMPS 3000 3450
CURBS/GUTTERS 3500 4025
DRIVEWAYS 3500 4025
PAVEMENT 4000 4600
0. THIS PROJECT SHALL COMPLY WITH THE AMERICAN DISABILITIES ACT REQUIREMENTS SUCH AS INCORPORA71ON OF DESIGN
CRITERIA FOR HANDICAP RAMPS, MAXIMUM PROFILE AND CROSS SEC77ON SLOPES FOR SIDEWALKS, UPGRADING EXISTING
HANDICAP FACILITIES WHERE MAJOR CONSTRUCTION IS OCCURRING, AND BUILDING WARNING FOR OBJECTS IN SIDEWALK SUCH
AS CURBING OR LANDSCAPING AROUND MAILBOXES.
P. CONTRACTOR IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER AGENCIES WITH JURISDIC77ONS SUCH AS LANE
COUNTY, OREGON DEPARTMENT OF TRANSPORTATION, OREGON DIVISION OF STATE LANDS, THE ARMY CORPS OF ENGINEERS,
OR THE DEPARTMENT OF ENVIRONMENTAL QUALITY.
Q. 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 IS RESPONSIBLE TO OBTAIN APPLICABLE PERMITS FROM OTHER CITY DEPARTMENT
PRIOR TO DOING PRIVATE WORK.
R. EARTHWORK OUTSIDE THE RIGHT-OF-WAY AND PUBLIC EASEMENTS IN EXCESS OF 50 CUBIC YARDS REQUIRES A LAND AND
DRAINAGE ALTER477ON PERMIT (LDAP).
S. STREET TREES SHALL BE SELECTED FROM THE APPROVED UST OF STREET TREES IN THE SPRINGFIELD DEVELOPMENT CODE.
ONLY STREET TREES WITH A MINIMUM TRUCK CALIPER OF 2 IN. MEASURED 6" ABOVE THE ROOT STEM SHALL BE SELECTED
FOR PLANTING.
T A PRE -CONSTRUCTION CONFERENCE IS 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
U. THE ENGINEER AND/OR CITY HAVE THE RIGHT TO REQUIRE ADDITIONAL WORK NOT SHOWN HEREIN BUT NECESSARY FOR THE
SUCCESSFUL COMPLETION OF THE PROJECT.
V. REQUESTS BY THE CONTRACTOR FOR CHANGES SHALL BE APPROVED BY THE ENGINEER AND THE CITY PRIOR TO
IMPLEMENTA77ON.
W. CONTRACTOR SHALL SUBMIT EVIDENCE OF INSURANCE IN ACCORDANCE WITH THE STANDARD SPECIFICA770N TO THE CITY FOR
APPROVAL PRIOR TO BEGINNING WORK.
X. CONTRACTOR SHALL BE AWARE 1F PAVING IS NOT SCHEDULED OR DOES NOT OCCUR PRIOR TO OCTOBER 15711, WET
WEATHER PROVISIONS INCLUDED ADDITIONAL ROCK SUBSTRUCTURE AND GE07EXTILE FABRIC SHALL BE USED. REFER TO
STANDARD SPECIFICA77ONS SECTION 301.1.01 AND THE TYPICAL CROSS SECTIONS CONTAINED HEREIN FOR DETAILS.
M' I N E E R I N G. -
C
civil • transportation
structural • geotechnical
SURVEYING
310 5th Street
Springfield, OR 97477
p: 541.746.0637
www. Branch Eng ineering.com
Springfield OR I Salem OR
PROFFssi
INV o�
#52996
FOREG Ot \�
���� eR�ARY ' � T �P\
LANA
EXPIRES: DECEMBER 31, 2019
project title:
CITY PROS #
APPROVALAGENCY
• FOR
CONSTRUCTION
SUBJECT TO
AGENCY REVIEJ,
revisions:
date: APR. 5, 2018
drawn by: ARS
designer: {QIP
project no: 18-035
Sam
sheet:
Como
Date Received �1 V (�
13 �s$
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original Submittal IS IS P9��