HomeMy WebLinkAboutMiscellaneous Plans 2003-6-9
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TOP OF GUARDRAIL
3'-0" MIN ABOVE DRIVEWAY n
GUARDRAIL PER OWNER --bJ
TO MEET LOCAL CODES l
AND CITY REQUIREMENTS
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SEE PLAN
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DO NOT BACKFILL
BEHIND WALL UNTIL
CONCRETE STRENGTH
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JOI"<T FILLER
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DRjVE,~AY \ - - RETAINING WALL
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MA TERIALS
1 CONCRETE = 2500 PSI
CMV',---'> OPTIONAL CMU, NORMAL
~ WEIGHT, F'm = 1500 PSI
D 2 REINFORCING - GRADE 60
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0' < 4'11'-3" 3'-C"
4' < 6' I 2'-0' I 4'-0" 12"
6' < 8' 13 '-0" I 5'-0"
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NOTES
1 CONSTRUCTION LIABILITY
CONSTRUCTION CONTRACTOR AND HIS SUBCONTRACTORS ARE
RESPONSIBLE FOR JOB SITE CONDITIONS DURING THE
COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY
OF ALL PERSONS AND PROPERTY THIS REQUIREMENT
SHALL BE MADE TO APPL Y CONTINUOUSLY AND NOT LIMITED TO
NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR AND
HIS SUBCONTRACTORS FURTHER AGREE TO DEFEND. INDEMNIFY,
_ .. AND 1:I.QLll: QE?lGN....eWf~&SJON"L HARMLESS FR9M ANY AND_ ,A,L~_
"-~.- .. --"'liABILITY. REAL OR ACCEGE"15; IN CONNECTION WITH THE
PERFORMAN9.E ,OF WORK ON THIS PROJECT. EXCEPT LIABILITY
FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL
2 BACKFILLING
BACKFILL SHOULD NOT BE PLACED BEHIND THE WALL UNTIL THE
CONCRETE HAS ATTAINED A MINIMUM STRENGTH OF 2500 PSI
3 THE CONTRACTOR SHALL VERIFY ALL CONTROLLING FIELD
DIMENSIONS AND CONDITIONS BEFORE ORDERING OR FABRICATING
ANY MATERIALS
SLOPE
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SEE' JOINTS IN SLAB
ON GRADE DETAIL
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TOP OF GARAGE
SLAB ELEVATION
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NEW CONCRETE
RETAINING WALL
WITH GUARDRAIL
SEE RETAINING
WALL SECTION
RETAINING WALL SECTION
NO SCALE
,J /8"PREMOLDED I.J /8" SAW-
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, Z " STRIP FILL w/ ~ CUT
1 1/2' WIDE BREAK BOND ~ JOINT SEALER :::;;
CONTINUOUS WITH CURING ~ ~
F,ORME~ KEY '\ I COMtPOUND, } I I} I
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~ ~ WRAP & LUBRICATE ONE END TO PREVENT BOND
CONSTRUCTION JOINT FORMED JOINT SAW-CUT JOINT
NOTES
1 CONTROL JOINTS TO BE LOCATED AT COLUMN CENTER LINES
AND AT 20'-0" OC MAX AND EVERY 400 SQUARE FEET
2 IF SAW-CUT CONTROL JOINT TO BE USED, SAW-CUT
WITHIN 24 HOURS OF POUR
3 CONSTRUCTION JOINT TO BE LOCATED AS PER NOTES
#1 AND #2 UNLESS SPECIFICALLY INDICATED ON PLANS
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DATA
COORDINA TE RELOCATION
OF STREET SIGN WITH
CITY PLANNER AS REQD
VALLEY GUTTER
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SITE
lOT DESCRIPTION
RE-PLAT OF THE RE-PLAT OF BLOCK 32
EMERALD HEIGHTS ADDITION
NE1/4 NE1/4, SECTION 34 T17S. R3W, W M
LANE COUNT~ OREGON
TAX lOT NO 17-03-34-11 06202 00
ZONING DESIGNATION
RESIDENTIAL
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LSTORM DRAIN
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~~~~~NF~R~EY ..
The use of thiS pion IS subject to local code requirements and Interpretations
It IS the responSibility of the user to evaluate these plans for conformity to
local code requirements
In event of a conflict between applicable codes and regulations and refererce
standards of these plans and specifications, the more stnngent prOVIsions shall govern
The Contractor shall venfy all dimenSions and conditions pnor to beginning
any work and notify Owner of any discrepancies
Wntten dimenSions shall take precedence over scaled dimenSions DO NOT SCALE DRAWINGS
SpeCifications and draWings Indicate finished site BUilder shall be responSible
for construction methods, procedures and conditions except as speCifically indicated
otherWise In contract documents
SANITARY SEWER
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JOINTS IN SLAB-ON-GRADE
NO SCALE
METERJ
STORM
PROJECT INFORMATION
STORM SEWER
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CITY OF SPRINGFIELD
NOTES
ELEVA TION
NOTE
IF LANE COUNTY REQUIRES DIFFERENT DESIGN LOADS,
CONTRACTOR SHALL CONSULT WITH THE OWNER,
STRUCTURAL ENGINEER TO DETERMINE THE APPROPRIATE
REVISIONS THE ENGINEER IS NOT RESPONSIBLE FOR
CHANGES MADE TO PLANS DURING CONSTRUCTION
THE GRADES SHOWN ON THESE PLANS AND RELATED ELEVATIONS
ARE APPROXIMATE ONLY AS SUCH, HEIGHTS OF POSTS, PONY
WALLS, FOUNDATION WALLS. RETAINING WALLS AND ALL RELATED
ITEMS ARE APPROXIMATES ONLY AND WILL HAVE TO BE
ADJUSTED AND CONFIRMED AT THE TIME OF EXCAVATION OR
FOUNDATION PLACEMENT ANY HEIGHTS DIFFERENT THAN WHAT
IS SPECIFIED WITHIN THESE PLANS SHALL BE REEVALUATED
WITH THE ENGINEER OF RECORD, GENERAL CONTRACTOR,
THE OWNER(S) AND/OR THEIR AGENTS
ARTISAN ENGINEERING, LLC EXERCISES NO CONTROL AS TO THE
EXCAVATION AND GRADING OF THIS BUILDING SITE AS SUCH,
AND DEPENDING ON THE ABOVE, ALL HEIGHTS, STEPS, JOGS, ETC
ARE APPROXIMATES ONLY AND FINAL DETERMINATION WILL BE
DONE BY THE GENERAL CONTRACTOR, THE OWNER(S) AND/OR
THEIR AGENTS, IN THE FIELD, ONCE EXCAVATION HAS BEEN
COMPLETED,
SITE
PLAN
:
1/4"=1'-0"
Contractor sholl be responSible for any variations or deViations from
the plans Without written confirmation from owner
Construction contractor and hiS subcontractors agree that In accordance With generally
accepted construction practices, construction contractor and hiS subcontractors will be
reqUired sole and complete resposlbillty for Job site conditions dunng the course of
construction of the proJect, Including safety of all persons and property; that thiS
requirement shall ba made to apply continuously and not limited to normal working
~ours, and construction contractor and hiS subcontractors further agree to defend,
Idemnlfy, and hold deSign profeSSional harmless from any and all liability, real or
alleged In connection With the peformonce of work on thiS proJect, except liability
from the sole negl'gence of the deSign profess'onal
995
GUARDRAILS
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NOTES
PLAN
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DECKS OVER 30" ABOVE GRADE SHALL HAVE GUARDRAILS THE TOP OF
GUARDRAILS AT EXTERIOR DECKS SHALL BE NOT LESS THAN 36" IN HEIGHT
THE OPEN SPACE BETWEEN INTERMEDIATE RAILS (OR ORNAMENTAL PATTERN)
OF GUARDRAIL MUST BE SUCH THAT A SPHERE OF 4/1 IN DIAMETER CANNOT PASS
THROUGH OPENINGS THE SPACING BETWEEN VERTICAL MEMBERS IN REQUIRED
GUARDRAIL SHALL BE MAXIMUM OF 4" AT THE NEAREST POINT BETWEEN
THE MEMBERS
UTILITIES SHOWN ARE FROM DRAWINGS PROVIDED BY THE
CITY OF SPRINGFIELD AND VARIOUS UTILITY COMPANIES
SIZE AND lOCATION OF SUBSURFACE LINES HAVE NOT
BEEN VERIFIED
COORDINATES AND DIMENSIONS AND TAX LOT INFORMATION
HAVE BEEN TAKEN FROM COUNTY PARCEL MAPS
VICINITY PLAN
NO SCALE
5/9/03
0305701
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