HomeMy WebLinkAboutMiscellaneous Plans 2003-6-20
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TOP OF GUARDRAIL
3'-0" MIN ABOVE DRIVEWAY . n rr
GUARDRAIL PER OWNE~ -----u \.V tJ "" .
TO MEET LOCAL CODES I 32 ::l: ,",'
AND CITY REQUIREMENTS ;;: '.". -', "- EXIS~ING SLOPE CUT
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BEHIND WALL lJ"<TIL ~
CONCRETE ST"(ENGTH . ) WHERE OCCURS
REACHES 2500 PSI SEE PLAN
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1 CONCRETE = 2500 PSI
OPTIONAL CMU, NORMAL
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2 REINFORCING - GRADE 60
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5'-0" 20"
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NOTES
1 CONST",UCTION L'ABILlTY
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 APPLY CONTINUOUSLY AND NOT LIMITED TO
NORMAL WORKING HOURS CONSTRUCTION CONTRACTOR AND
HIS SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY,
AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL
LIABILITY,' REAL OR ALLEGED, IN CONNE6TION- WITH-, THE
PERFORMANCE 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
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RETAINING WALL "-
WITH GUARDRAIL 0 "-
SEE RETAINING 8:... '"
WALL SECTION C:j " \
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VAllEY GUTTER _ ":; \ " /
- /_ _ _ _ _ _ _ _ _ _"S '_ I~~ 0, I : / // ''--'"'' RE -PLA T OF THE RE -PLA T OF BLOCK 32
, EMERALD HEIGHTS ADDITION
NE1 /4 NE1 /4, SECTION 34 T17S, R3W, W M
- - - - - - - - 1 -+ LANE COUNTY, OREGON
TAX LOT NO 17-03-34-11 06202 00
ZONING DESIGNATION
CITY PLANN[R__ AS_ R_E_Q~ __.~___ __. 1 '{/ 1,j '~" '//1" ',- )0 ~ / l /~(\: cr ~ RESID~NTIAL
-f5 /' - - - Noo20'E f1.. 'l"y 8'0- FT: l~ ~ 0 '\ I " - -ro~ / ",Y~1~I$t~~~ ~~~MTIVE
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REMOVE EXISTING WEEP PIPE THRU CURB - _ __,
DRIVEWAY APPROACH EXISTING CURB & SIDEWALK STORM DRAIN ____ _ _ _
REPLACE SIDEWALK & CURB - r~. n,.l~-c-es
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AS REQD TO PROVl[lE
MINIMAL DROP AT SL B
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1/2"ltx18" DOWEL MATCH SLAB REINF
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 A"<D #2 UNLESS SPECIFICALLY INDICATED ON PLANS
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WEST CENTENNIAL
PROJECT INFORMATION
The use of thiS pion IS subject to locol code requirements ond Interpretotlons
It,s the responsibility of the user to evaluote these pions for conformity to
local code requirements
In event of a conflict between applicable codes and regulations and reference
standards of these plans and speCifications, the more stringent provlslO~s shall govern
The Contractor shall venfy all dimenSions and conditions pnor to beg,nnlng
any work and notify Owner of any discrepanCies
STORM SEWER
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CITY OF SPRINGFIELD
ELEVA TION
NOTES
Wntten dimenSions shall take precedence over scaled dimenSions
PLAN
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
,
1/4"=1'-0"
Contractor shall be responSible for any variations or deViations from
the plans Without written confirmation from owner
995
THE GRADES SHOWN ON THESE PLANS AND RELA TED ELEVATIONS
ARE APPROXIMA TE 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 SPECJlJED WITHIN THESE .PLANS SHALL BE REEVALUATED
WITH THE ENGINEER OF RECORD, GENERAL CONTRACTOR,
THE OWNER(S) AND/OR THEIR AGENTS
ARTISAN ENGlNEERING, 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
UTILITIES SHOWN ARE FROM DRAWINGS PROVIOED 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 INFOR\AATION
HAVE BEEN TAKEN FROM COUNTY PARCEL MAPS
DO NOT SCALE DRAWINGS
SITE
SpeCifications and draWings indicate finished site Builder shall be responSible
for construction methods, procedures and CO~dltlons except as speCifically indicated
otherWise In contract documents
PLAN
NOTES
GUARDRAILS
Construction contractor and hiS subcontractors agree tnat In accordance With generally
accepted construction practices, construction contractor and hiS subcontractors Will be
reqUired sole and complete resposlbillty for Job site conditions dUring the course of
construction of the proJect, including safety of all persons ond property; thot thiS
requirement shall be mode to apply continuously and not limited to normal working
hours, and construction contractor and hiS subcontractors further ogree to defend,
Idemnlfy, and hold deSign profeSSional harmless from any and all liability, real or
alleged In connection With the peformance of work on thiS proJect, except liability
from the sole negligence of tne deSign profeSSional
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" 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
VICINITY PLAN
NO SCALE
'''........Ir.-
5/9/03
0305701
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