HomeMy WebLinkAboutMiscellaneous Plans 2003-6-9 (2)
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GUARDRAIl. PER OWNER -----W
TO MEET LOCAL CODES
A"ID CITY REQUIREMENTS
TOP OF WALL
ELEV VARIES
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WHERE OCCURS
SEE PLAN
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NOTE
DO NOT BACKFILL
BEHIND WALL UNTIL
CONCRETE STRENGTH
REACHES 2500 PSI
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JOINT FILLER
#4 HORIZ @ 16" O/C-
#4 VERTS @ 16" O/C___------
W/ 18" LAP, TYP 1
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WHERE OCCURS~EY FORM 2X~
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PERFORA TED
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MA TERIALS
& 1 CONCRETE = 2500 PSI
Ll~ ~ OPTIONAL CMU, NORMAL
C\'J\\).. WEIGHT, F'm = 1500 PSI
g 1\0,J 2 REINFORCING - GRADE 60
NOTES
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. 4' < 6' [ 2'-D" I 4'-0'
.6' < 8' I 3'-0" I ;'-0"
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20"
, 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 APPLY CONTINUOUSLY AND NOT LIMITED TO
NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR AND
HIS SUBCONTRACTORS FURTHER AGREE TO DEFEND, INDEMNIFY,
AND HOLD Qe:SIGN PR()F~S.$IONAL HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNEC1l0N 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 MIN,MUM 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 SECTION
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NO SCALE
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, 112 WIDE BREAK BOND ~ JOINT SEALER
CONTINUOUS WITH CURING '...
FORMED KEY) COMPOUND :-
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'/2"~x18" 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 AND #2 UNLESS SPECIFICALLY INDICATED ON PLANS
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NEW CONCRETE
RETAINING WALL
WITH GUARDRAIL
SEE RETAINING
WALL SECTION \
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^ () ,\'0 /', () '}/- REMOV[ EXISTING -- - - - - U__ L - - - - -- - n - - STORM DRAIN J
/ '\ '/ DRIVEWAY APPROACH EXISTING CURB & SIDEWALK
WEST CENTENNIAL REPLACE SIDEWALK & CURB
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TRANSFORMER
JOINTS IN SLAB-ON-GRADE
NO SCALE
PROJECT INFORMATION
Tre use of thiS plan IS subject to local code requlren1ents 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 regulotlons ond reference
stondards of these plans ond speCifications, the more stnngent prOVISions shall govern
The Contractor shall venfy all dimenSions and conditions prior to beginning
ony 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 controct documents
Contractor shall be responSible for any vanatlons or deviations from
the plans without wntten confirmation from owner
995
Construction contractor and hiS subcontractors agree that In accordance with generally
accepted construction proctlces, construction controctor and hiS subcontractors will be
reqUired sole and complete resposlblllty for Job site conditions dunng the course of
construction of the proJect, including sofety of all persons and property, that thiS
requirement shall be made to apply continuously and not limited to normal working
hours. and construction contractor and hiS subcontractors further agree to defend,
Idemnlfy, and hold deSign professional harmless from any and all liability, real or
olleged In connection with the peformance of work on thiS proJect, except liability
from the sole negligence of the deSign professional
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EXISTING RESIDENCE
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DATUM REFERENCE 0 0'
(RESIDENCE GARAGF SLAB)
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DRILL & DRIVE
DOWELS TO
EXISTING FTG
AS REQD
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A T STAIR FOR
FUTURE STAIR
STRINGER CONN
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SEE JOINTS IN SLAB
ON GRADE DETAIL
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COORDINA TI:: RELOCATION
OF STREET SIGN WITH
CITY PLANNER AS REQD
-----------------------------------
CITY OF SPRINGFIELD
ELEV A TI ON
NOTES
THE GRADES SHOWN ON THESE PLANS AND RELA TED 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
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VICINITY PLAN
NO SCALE
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87 65 FT
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EXISING STAIR TO
BE DEMOLISHED
DECK
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NEW CONCRETE
RETAINiNG WALL
WITH GUARDRAIL
SEE RETAINING
WALL SECTION
VALLEY GUTTER
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SANITARY SEWER
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-NEW CONCRETE
- DRIVEWA Y APPROACH
METERJ
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ATTENTION Oregon law requires you to
.. 'follow rults adopted by the Ofegon Utlhty
NotificatiOn Center Those rules are set forth I
in OAR 952-OO1-Oo113-thr!>ugh OAR 952-001. I
0090. You may obtain copl11sot,the rules by
calling the center (Note: thetele~ 1
number for the Oregon Utiltty Nob1JCatiOO--.
Center is 1-800.332-2344)
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THE (.O'">J-( .,. '~f 1-, ,~ :-'" F-E _,\~_C ^,l~.-j
A!-TEP,..,-Ic)"\,_ ~L." F _ ,::[ "Ie.. L ':'-1 \"ICl:..S
OR~.t~_r:'...'" i I ~ " "-r~\rJQI~,,"I"~"- 0R
pqo_ E(..l ..., 'l-- tI " _:...>: ~.T?~':~\ _:1 ~v
THE 8UILG,'-l ~':-I- -
CITY or ':.F',<I~,G,,',tUJ
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NOTICE ;
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THIS PERilll SHALL E:XPIRE IF THE WORK
AUTHORIZE' UNDER THIS PERMIT IS NOT
COMMENC' D OR IS ABANDONED FOR
~NY180 AYPERIOD
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SITE
DATA
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 COUNTY, OREGON
TAX LOT NO 17-03-34-11 06202 00
ZONING DESIGNATION
RESIDENTIAL
,
7'0 INDICATES RELATIVE
/' ELEVA TION FROM
TOP OF GARAGE
SLAB ELEVATION
c -y LIGHT POLE
LSTORM DRAIN
STORM SEWER
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
SITE
PLAN
1/4"=::1'-0"
PLAN
GUARDRAILS
NOTES
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
COORDINA TES AND DIMENSIONS AND TAX LOT INFORMATION
HAVE BEEN TAKEN FROM COUNTY PARCEL MAPS
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
=
5/9/03
03057.01
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