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10001074
7 8 9
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1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
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GRADING NOTES
THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF lHE EXISTING CONDITIONS. THE PLAN
DOES NOT REPRESENT A DETAILED FIELD SURVEY. lHE EXISTING CONDITIONS SHOWN ON "!HIS PLAN SHEET
ARE BASED UPON THE SURVEY PREPARED BY BUSH, ROED & HITCHINGS, SIGNED 12-01-2009. lHE
CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK
IMPROVEMENTS. If CONFLICTS ARE DISCOVERED, THE CONTRACTOR SttALL N011FY THE OWNER PRIOR TO
INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT
ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL
HA'v!: MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SUR'v!:YOR AND SUBMIT
IT TO THE OWNER FOR REVIEW.
CAUTION -NOTICE TO CONTRACTOR
Tf!E CONTRACTOR IS SPECIFICALLY CAUTIONED AT Tf!E LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS
SHOWN ON THESE PLANS IS BASED ON RECORDS OF lHE VARIOUS UTILITY COMPANIES ANO, WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. lHE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE.
THE CONlRACTOR MUST CALL lHE APPROPRIATE UTILITY COMP ANY AT LEAST 72 HOURS BEFORE ANY
EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS
SHOWN ON lHESE PLANS.
ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION.
All CUT AND FILL SLOPES SHALL BE 3: 1 OR FLATTER UNLESS OTHERI\ISE NOTED.
EXISTING GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1 FOOT.
I
THE CONlRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN Tf!E EPA OR APPLICABLE
STATE GENERAL N.P.E.D.S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTIONiACTIVITIES
AND THE WALMART SPECIAL CONDITIONS, SECTION I, ENVIRONMENTAL COMPLIANCE AND STORMWA TER POLLUTION
PRE'v!:NTION.
CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND
CONTINUOUS GRADE.
CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL ANO PAVED AREAS
AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER.
CONSlRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME.
12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY.
13. THE SPOT ELEVATIONS INDICATED ON "!HIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESJ,,
. OTHERI\ISE NOTED. , i
14. ALL POLLUTANTS OTHER "!HAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND(rnSPOSED
OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SH~LL ADHERE
TO ALL TERMS AND CONDITIONS AS OUTLINED IN lHE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE
ASSOCIATED 111TH CONSTRUCTION ACTIVITIES. 1
15. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION OU£ TO
INCREASES IN Tf!E VOLUME, VELOCITY AND PEAK FLOW RA TE OF STORM WATER RUNOFF FROM PROJECT SITE.
16. CONSTRUCTION SHALL COMPLY 'MTH ALL APPLICABLE GOVERNING CODES AND BE CONSlRUCTED TO SAME.
17, CONTRACTOR TO REMO'v!: UNSUITABLE SOILS LOCATED WITHIN lHE BUILDINGS SPLAY LINE OF lHE FOOTINGS.
1 O. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEl'v!: 4 INCHES OF TOPSOIL, MIN., OR
AS NOTED IN LANDSCAPE PLANS. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR
STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE Wlltt LOC.~L
SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED.
STORM DRAINAGE NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION.
ALL ON-SITE STORM DRAINAGE PIPE SHALL BE SMOOlH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF
MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS.
ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT SlRUCTURE IS
WATERTIGHT.
ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH 111TH PAVEMENT, AND SHALL HAVE TRAFFIC
BEARING RING AND COVERS. MANHOLES IN UNPA'v1:D AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL
BE LABELED "STORM SEWER'.
ALL STORM STRUCTURES SHALL HAVE A SMOOTtt UNIFORM POURED MORTAR INVERT FROM INVERT IN TO
INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL
All CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME
IS AT TOE OF CURB OR FLOWUNE OF GUTTER (WHERE APPLICABLE).
CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS AND AT EXISTING
CB'S TO REMAIN.
CONlRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN.
STORM DRAINAGE PIPE 111TH LESS THAN 2'-0' COVER SHALL BE DUCTILE IRON PIPE, OR APPROVED EQUAL TO
SUSTAIN H-20 LOADING.
10. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED, REPAIRED, AND BROUGHT UP TO GRADE AS NEEDED, AND
EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS.
11. IF ANY EXISTING SlRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE lHE EXISTING STRUCTURE AS NECESSARY TO
RETURN IT TO EXISTING CONDITIONS OR BEID.
-· DEWA TERING NOTE:
WHEN PERFORMING GRADING OPERATIONS
DURING PERIODS OF WET WEA lHER, PROVIDE
ADEQUATE DEWATERING, DRAINAGE AND
GROUNDWATER MANAGEMENT TO CONlROI..
MOISTURE OF SOILS.
ALERT TO CONlRACTOR:
ALL WALMART GENERAL CONTRACTOR WORK
TO BE COMPLETED {EARTHWORK, FINAL
UTILITIES, AND FINAL GRADING) BY Tf!E
MILESTONE DA TE IN PROJECT DOCUMENTS.
GRAPHIC SCALE
JO 60 120 2.., l_i i I
( IN FEET )
1 inch = 80 ft.
Walmart,:~
17 18 19 20
FOUNDATION SUBSURFACE PREPARATION NOTES
UNLESS SPECIFICALLY INDICATED OTHERWISE IN Tf!E DRAI\INGS AND/OR SPECIFICATIONS, THE LIMITS OF THIS
SUBSURFACE PREPARATION ARE CONSIDERED TO BE "!HAT PORTION OF THE SITE DIRECTLY BENEATtt AND 5 FEET
BEYOND TttE BUILDING AND APPURTENANCES. APPURTENANCES ARE THOSE ITEMS ATTACHED TO THE BUILDING
PROPER (REFER TO DRA'MNG SHEET SPl) TYPICALLY INCLUDING, BUT NOTE UMITED TO, THE BUILDING SIDEWALKS,
GARDEN CENTER, PORCHES, RAMPS, STOOPS lRUCK WELLS/DOCKS, CONCRETE APRONS AT THE AUTOMOTIVE CENTER,
COMPACTOR PAD, ETC. THE BASE AND THE VAPOR BARRIER, WHERE REQUIRED, DOES NOT EXTEND BEYOND Tf!E
LIMITS OF lHE ACTUAL BUILDING AND THE APPURTENANCES.
ESTABLISH THE FINAL SUBGRADE ELEVATION TO ALLOW FOR THE CONCRETE SLAB, CHOKER COURSE ANO BASE.
REFERENCE ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR REQUIRED SLAB THICKNESS. THE ---INCH TttlCK
BASE MATERIAL SHALL CONFORM TO ----. Tf!E CONlRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ACCURATE
MEASUREMEt-lTS FOR ALL CUT AND FILL DEPTHS REQUIRED. ANY PROPOSED ALTERNATIVE BASE MATERIAL MUST BE
SUBMITTED FOR APPROVAL I\ITttlN 30 DAYS AFTER AWARD OF CONlRACT. ANY EQUIVALENT Al TERNA TIVE SHALL
ONLY BE USED IF APPRO'v1:D IN WlllllNG BY lHE CEC ANO AOR.
EXISTING FOUNDATIONS, SLABS, PAVEMENTS, AND BELOW GRADE STRUCTURES SHALL BE REMO'v!:D FROM lHE
BUILDING AREA. REMO'v!: SURFACE VEGETATION, TOPSOIL, ROOT SYSTEMS, ORGANIC MATERIAL, EXISTING FILL AND
SOFT OR OTHERWISE UNSUITABLE MATERIAL FROM Tf!E BUILDING AREA. PROOFROLL EXPOSED SUBGRADE. REMOVE
AND REPLACE UNSUITABLE AREAS Wl1H SUITABLE MATERIAL. SUBGRAOE MATERIAL SHALL BE FREE OF ORGANIC AND
OTHER DELETERIOUS MATERIALS AND SHALL MEET lHE FOLLOWING REQUIREMENTS:
LOCATION WITH RESPECT TO FINAL GRADE P.I. LL
BUILDING AREA, BELOW UPPER 4 FEET 10 MAX. 40 MAX.
BUILDING AREA. UPPER 4 FEET O MAX. 30 MAX.
SUBGRADE MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT EXCEEDING 10 INCHES IN THICKNESS AND COMPACTED
AT LEASE 95 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557) AT A MOISTURE CONTENT
WITHIN 2 PERCENT BELOW TO 2 PERCENT ABO'v!: THE OPTIMUM.
THE FOUNDATION SYSTEM SHALL BE AUGERCAST PILES AND GRADE BEAMS.
THIS FOUNDATION SUBSURFACE PREPARATION DOES NOT CONSTITUTE A COMPLETE SITE WORK SPECIFICATION. IN
CASE OF CONFLICT, INFORMATION COVERED IN THIS PREPARATION SHALL TAKE PRECEDENCE OVER lHE WALMART
SPECIFICATIONS. REFER TO THE SPECIFICATIONS FOR SPECIFIC INFORMATION NOT COVERED IN THIS PREPARATION.
THIS INFORMATION WAS TAKEN FROM A GEOTECHN!CAL REPORT PREPARED BY TERRACON DATED 11-30-09.
(GEOTECHNICAL REPORT IS FOR INFORMATION ONLY AND IS NOT A CONSTRUCTION SPECIFICATION).
GEOTECHNICAL ENGINEERS EMAIL ADDRESS: TAJONES@TERRACON.COM
DRAINAGE SCHEDULE PROPOSED
PIPE SCHEDULE STRUCTURE SCHEDULE
PIPE# IJlAMElER 1£11Glli SLOPE
(FT,) (FT./FT.) S1RUCTURE # TIPE RIM IN\tRT
[Il 12· 24.0 0.050 ___ ,_.;.;_ CD I 24.7' 20.7'
l1J 12' 42.7 0.009 (2) II 24.6' 18.3'
·-
[II 12· 96.2 0.005 @ II 25.5' 18.8'
, ·-------------
GJ 8" 21.9 0.050 @) II-CS 25.4' 19.9' (OUT)
, ,----
[fil a• 15.9 0.005 ® I 24.8' 22.2' .. _ ·-
00 12' 62.1 0.005
~
(§) I 24.8' 21.9'
II] 12' 31.9 0.005 (i) I 25.2' 21.7'
,
[ru 12· 19.5 0.005 ® I 24.8' 21.8' -· . --·-
[[I 12· 45.7 O.OOg ____ -
® I 25.8' 21.6' --
[Q] 12· 14.5 0.005 ® I 24.7' 22.2' ----· -----·-·-
[j] 8' 67.4 0.005 -
·-------------------,. -·---------------------
LEGEND (SEE PROJECT SURVEY FOR EX. LEGEND)
EX. CONTOUR ~'"· .... --"' --_v,
PROPOSED CONTOUR ~
SPOT £LEVA TION 26.9 .,---
TYPE I CATCH BASIN II
TYPE II CATCH BASIN ~
CLEANOUT TO GRADE
(C.O.T.G.) •
STORM DRAIN PIPE
GENERAL NOTES
AREA OF EN'ORE PROPERTY ; 676,795 SF (15.54 AC)
AREA OF WORK ; APPROXIMATELY 595,000 SF (13.6 AC)
VOLUME OF CUT; APPROXIMATELY 9,500 CY (11,500 TONS)
VOLUME OF FILL; APPROXIMATELY 9,500 CY (11,500 TONS)
FINISHED FLOOR ELEVA 110N FFE
TOP OF CURB TC
TOP OF PAVEMENT 1P
HIGH POINT HP
LOW POINT LP
BORING LOCATIONS S'
FOOTING DRAIN FD
RIDGE/VALLEY -RIBBE'--/ --¥Al±£¥-
Know what's below.
Call before you dig.
City of Renton
Picinning Division
DEC 3 0 2009
STORE #2516-05 EXPANSION
RENTON, WA
GRADING AND DRAINAGE PLAN C-2.0
T (206) 522-9510
F (206) 522-8344
www.PAclAND.COM .
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12-30-09
SHORT PLAT REVIEW
10001074
7 8 9 10
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
11 12 13
GRAPHIC SCALE
·~.;.-:. r--i __ r 120
I ___ _
( IN FEET )
1 inch = 60 ft .
14 15 .16 17 18 19 20
PLANTING NOTES=
240
I
1. ALL PLANTS MUST BE HEAL THY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE.
2. ALL PLANTS MUST BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE PLANT LIST.
3. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED.
4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE LANDSCAPE ARCHITECT BEFORE, DURING, AND AFTER INSTALLATION.
5. ALL TREES MUST BE GUYED OR STAKED AS SHOWN IN THE DETAILS.
6. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED.
7. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL
UTILITIES DURING THE COURSE OF THE WORK. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY AND ALL DAMAGE TO UTILITIES, STRUCTURES, SITE
APPURTENANCES, ETC. WHICH OCCURS AS A RESULT OF THE LANDSCAPE CONSTRUCTION.
8. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES SHOWN ON THESE PLANS BEFORE PRICING THE WORK.
9. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZING,
MOWING, ETC.) OF THE PLANTING AND LAWN AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE OWNER.
10. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE (1) YEAR BEGINNING ON THE DATE OF TOTAL ACCEPTANCE.
THE CONTRACTOR SHALL PROMPTLY MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD.
11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO
INSTALLATION. .
12. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE
SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL PLANT LIST SPECIFICATIONS.
13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK" REPRESENT GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM
QUALITY REQUIREMENTS FOR PLANT MATERIAL.
14. ALL SHRUB, GROUND COVER AND SEASONAL COLOR ANNUAL PLANTING BEDS ARE TO BE COMPLETELY COVERED WITH BARK MULCH TO A MINIMUM DEPTH
OF TWO INCHES.
15. LOCATIONS OF EXISTING BURIED UTILITY LINES SHOWN ON THE PLANS ARE BASED UPON BEST AVAILABLE INFORMATION AND ARE TO BE CONSIDERED
APPROXIMATE. IT SHALL BE THE RESPONSIBILITY OF' THE CONTRACTOR TO VERIFY THE LOCATIONS OF UTILITY LINES AND ADJACENT TO THE WORK AREA. THE
CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY LINES DURING THE CONSTRUCTION PERIOD.
16. SAFE, CLEARLY MARKED PEDESTRIAN AND VEHICULAR ACCESS TO ALL ADJACENT PROPERTIES MUST BE MAINTAINED THROUGHOUT THE CONSTRUCTION
PROCESS.
17. DURING THE GROWING SEASON ALL ANNUALS SHALL REMAIN IN A HEALTHY, VITAL CONDITION THROUGHOUT THE CONSTRUCTION PERIOD.
18. ALL PLANT MATERIALS QUANTITIES SHOWN ARE \APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT
SPACING SHOWN GRAPHICALLY. ,
19. ALL LAWN AREAS ARE TO RECEIVE 4• OF TOPSplL. ALL LANDSCAPE BED AREAS ARE TO RECEIVE 6" OF TOPSOIL.
20. REFER TO SPECIFICATIONS FOR ALL INFORMATIO,N ~.EEDED FOR IMPLEMENTATION OF PLANTING PLANS.
21. ALL LANDSCAPED AREAS ARE TO BE WATERED ')VIA AUTOMATIC IRRIGATION SYSTEM.
22. INSTALL A WEED BARRIER IN ALL LANDSCAPE aED AREAS (SEE SPECIFICATIONS).
23. A 4"X6" WOOD HEADERBOARD (SEE LANDSCAPE & IRRIGATION DETAIL SHEET) SHALL BE INSTALLED BETWEEN ALL GRASSED AREAS (SOD OR HYDROSEED)
AND LANDSCAPE PLANTING BEDS. ALSO, A WOOD HEADERBOARD SHALL BE INSTALLED BETWEEN GRAVELED OR ROCKED AREAS AND LANDSCAPE AREAS (BED OR
GRASSED).
24. PARKING LOT PLANTERS SHALL BE BERMEO AT A 5: 1 SLOPE. THERE SHALL BE A 1.5" CURB REVEAL ALONG THE BACK EDGE OF CURB TO PREVENT MULCH
FROM SLUFFING ONTO PAVEMENT.
PLANT SCHEDULE
SYMBOL BOTANICAL/COMMON NAME
TREES
LIQUIDAMBAR STYRACIFLUA 'PALO AL TO'/
'PALO ALTO' SWEETGUM
PRUNUS X YEDOENSIS 'CASCADE SNOW'/
'CASCADE SNOW' FLOWERING CHERRY
SHRUBS
EUONYMUS ALATA 'COMPACTA'/
DWARF WINGED EUONYMUS
RHODODENDRON 'PJM' /
'PJM' RHODODENDRON
ROSA 'RU GOSA'/
'RUGOSA' SHRUB ROSE
SPIRAEA TRILOBAT A 'FAIRY QUEEN'/
FAIRY QUEEN SPIRAEA
TAXUS X MEDIA 'DENSIFORMIS' /
DENSE SPREADING YEW
GROUNDCOVER
EXISTING VEGETATION
LOW TO MEDIUM HEIGHT
ORNAMENTAL GRASSES
MAHONIA REPENS/
CREEPING MAHONIA
MEDIUM TO TALL HEIGHT t . , ..
ORNAMENTAL GRASSE~
ORNAMENTAL GRASSES
SOD LAWN AREA
EXISTING TREE SCHEDULE
SYMBOL BOTANICAL/COMMON NAME
v EXISTING AUSTRIAN PINE ( 4-1 o• CAL.)
0 EXISTING CRABAPPLE (2-4" CAL.)
I ,~ EXISTING DOUGLAS FIR ( 4-12" CAL.) ~;t-t
0 EXISTING PIN OAK ( 4-9" iCAL.)
I
EXISTING SUMAC (2-3" QAL.) CD I () ,,
EXISTING SWEETGUM ( 4-l" CAL.)
SIZE/COMMENTS
2" CAL. MATCHED S~T. B&B, 10' MIN.
HT., BRANCHED @ 5, SPECIMEN QUALITY
2" CAL., MATCHED SET, B&B, 10' MIN.
HT., BRANCHED @ 5', SPECIMEN QUALITY
" B 18-24 HT., B& ,
FULL & BUSHY
18-21" MIN. SPREAD, B&B,
SPECIMEN QUALITY
5 GAL. CONT., 18" MIN. Hl,
FULL & BUSHY
1 GAL., CONT., 12" MIN. SPRD.,
FULL & BUSHY
5 GAL. CONT., 18" MIN. HT.,
FULL & BUSHY
PRESERVE AND PROTECT, LOCATION
AS SHOWN ON PLAN
1 GAL. CONT., PLANT @ 30" O.C.
1 GAL. CONT., PLANT @ 24" 0.C.
1 GAL._CONT., PLANT @ 36" O.C ...
1 GAL. CONT., PLANT @ 24" O.C.
OBTAIN FROM LOCAL SUPPLIER,
USE FESCUE/RYE/BLUEGRASS BLEND
SIZE/COMMENTS
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
TO REMAIN, LOCATION AS SHOWN ON PLAN,
PRESERVE AND PROTECT
STATE OF
WASHINGTON
REG/STEREO
LANDSCAPE ARCHITECT
T. Shawn Parsons
Certificate No. 307
City of Renton
Plannina Division
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T (206) 522-9510
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STORE =1+2516-05 EXPANSION
RENTON, WA
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12-30-09
SHORT PLAT REVIEW
10001074
7 8 9
-------
10
-~· ., .
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
11 13 14 ·1 " ,) 16 1 7
NOTES
t ALL 1REE DATA REFERS TO 1REES OF 6" CALIPER AND GREATER Yt1THIN THE PROPOSED LOT 1 LINES.
TREE DATA
EXISTING MATURE 1REES TO REMAIN
EXISTING MATURE 1REES TO BE REMOl/£0
TOTAL MA TUR£ 1REES ON-SIT£
% OF MA TUR£ TREES RETAINED
LEGEND
EXISTING MATURE TREE TO REMAIN
EXISTING MATURE TREE TO BE REMOl/£0
PROPOSED LOT 1 LEASE AREA
EXISTING CONTOUR LINE
PROPOSED CONTOUR LINE
= 84
= 15
= 99
= 85%
----
-
SEE LANDSCAPE PLAN FOR LOCATION
AND TYPE OF PROPOSED TREES.
18 19
GRAPHIC SCALE
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TREE INVENTORY PLAN
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SHORT PLAT REVIEW
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10001074
7 8 9
. ~-------------~
t ALERT TO CONTRACTOR:
ALL WALMART GENERAL CONTRACTOR WORK TO
BE COMPL£TED (EARTHWORK, FINAL UTILITIES
AND FINAL GRADING) BY THE MILESTONE DA TE IN
THE PROJECT DOCUMENTS.
1505 Westlake Ave. N.
Suite 305
Seattle, WA 98109
12
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13 14 15
WATER NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
ALL CONSffiUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE,
NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTIUTY
PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND
OTHER STA TE REGULA TING AGENCIES MUST BE MET.
WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON OR PVC PIPE
MEETING LOCAL REQUIREMENTS. POLYETHYLENE WRAP IS REQUIRED ON ALL
METALS.
AN 18-INCH MINIMUM SEPARATION IS REQUIRED ON SERVICE TAPS ON A MAIN
UNE.
CLASS 52 DUCTIL£ IRON MAY BE DIRECT TAPPED FOR 3/4 INCH AND 1-INCH
SIZE SER'ACES. SADDLES SHALL BE USED ON ALL TAPS 1-1/4" -2" DIAMETER
IN ANY PUBUC MAIN.
ALL ELBOWS/BENDS ON WATER MAINS SHALL HAVE THRUST BLOCKS.
A DEPTH OF 42" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS
REQUIRED. 36" MINIMUM ANO 48" MAXIMUM COVER REQUIRED.
ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND
CHLORINATED BY THE CONffiACTOR, AND INSPECTED BY UTILITY PROVIDER ANO
GOVERNMENTAL AGENCIES 111TH JURISDICTION.
ALL BACKFLOW PREVENTION OE'ACES (DOUBL£ CHECK BACKFLOW PREVENTORS,
REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE ANO A lMOSPHERIC
VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTIUTY PROVIDER ANO
GOVERNMENTAL AGENCIES 'MTH JURISDICTION.
ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A
PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL
AGENCIES 111TH JURISDICTION PRIOR TO BACKflWNG.
10. BACKFLOW PREVENTION DEVICES SHALL BE CONSffiUCTED OF CORROSION
RESISTANT MA lERIALS.
11. ALL WORK ON PUBLIC WATER SYSTEM TO BE PERFORMED BY THE CITY OF
RENTON WATER DISTRICT. CONffiACTOR TO COORDINATE l'llTH CITY.
GRAPHIC SCALE
60 0 30
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T (206) 522-9510
F (206) 522·8344
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STORE i2516-05 EXPANSION
RENTON, WA
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17 18 19
EXPANSION SITE UTILITY NOTES
1. CONffiACTOR IS RESP0NS1Bl£ FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING
CONSTRUCTION AT NO COST TO THE OWNER.
2. SEE SPECIRCATIONS FOR BACKRWNG ANO COMPACTION REQUIREMENTS ON UTILllY 'TRENCHES.
3. ALL FILL MA TE RIAL IS TO BE IN PLACE, AND COMPAClEO BEFORE INSTALLATION OF PROPOSED
UTILITIES.
20
4. CONffiACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO
ANY EXISTING LINE.
5. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS 111TH THRUST BLOCKING AS CALLED OUT IN
SPECIFICATIONS.
6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARAillL) OR WHEN CROSSING 18" VERTICAL
CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE.)
7. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENffiANCES TO SANITARY SEWER MANHOLES 111TH
NON-SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT.
8. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATER LINES, SANITARY UNES,STORM LINES ANO
GAS LINES (EXISTING ANO PROPOSED), THE SANITARY LINE SHALL BE DUCTIL£ IRON PIPE WITH
MECHANICAL JONTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE
MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF
18" CLEARANCE MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA C-151) (CLASS 50).
9, LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED ANO APPROVED BEFORE BACKFIWNG.
10. TOPS OF EXISTING MANHOLES SHALL BE RAISED AS NECESSARY TO BE FLUSH WITH PROPOSED
PAVEMENT El£VA TIONS 111TH WATER TIGHT LIDS.
11. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION SmENGTH AT 3000
P.S.I.
12. ORA\\INGS 00 NOT PURPORT TO SHOW ALL EXISTING UTIUllES.
13. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
14. REFER TO ARCHITECTURAL PLANS FOR TIE-IN OF ALL UTILITIES.
15. CONffiACTOR IS RESP0NS1Bl£ FOR COMPLYING TO THE SPECIRCATIONS OF THE LOCAL AUTHORITIES
(ANY CITY) 111TH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SE\\ER LINES.
16. CAUTION -NOTICE m CONffiACTOR
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANO /OR El£VA TION OF EXISTING
UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,
AND WHERE POSSIBL£, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED
ON AS BEING EXACT OR COMPL£1E. THE CONffiACTOR MUST CALL THE APPROPRIATE UTILITY
COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF
UTILITIES. IT SHALL BE THE R£SP0NSIBIUTY OF THE CONffiACTOR TO RELOCATE ALL EXISTING
UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHO\\N ON THE PLANS.
17. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SER'ACE
COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND 11-IE FINAL
CONNECTION OF SERI/IC£.
18. CONffiACTOR SHALL COORDINAlE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
SPECIFICATIONS.
19. CONffiACTOR SHALL REFER TO ARCHllECTURAL PLANS ANO SPECIFICATIONS FOR ACTUAL LOCATION OF
ALL UTILITY ENffiANCES TO INCLUDE SANITARY SEWl:R LATERALS, DOMESTIC AND FIRE PROTECTION
WATER SERI/ICE, ELECTRICAL, TELEPHONE, AND GAS SERI/IC£. CONTRACTOR SHALL COOROINA 1E
INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO A VOID CONFUC'fS AND ASSURE PROPER
DEPTHS ARE ACHIEVED AS \\ELL AS COORDINATING 111TH CITY UTILITY REQUIREMENTS AS TO LOCATION
ANO SCHEDULING FOR TIE-INS/CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES.
20. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SA TISf ACTION OF THE RESPECTIVE
UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES.
21. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA
DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICTION FOR EXCAVATION AND TRENCHING
PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, AND OTHER
MEANS OF PROlECTION. THIS TO INCLUDE BUT NOT LIMITED FOR ACCESS AND EGRESS FROM ALL
EXCAVATION AND TRENCHING. CONffiACTOR IS RESPONSIBLE TO COMPLY l'llTH PERFORMANCE CRITERIA
FOR OSHA.
22. THE INSTALLATION OR REPAIR Of ANY UNDERGROUND FACILITIES OR PIPING WHICH CONNECTS TO OR
FURNISHES WATER FOR THE FIRE PROTECTION SPRINKL£R SYSTEM SHALL BE PERFORMED ONLY BY A
LICENSED UTILITY CONffiACTOR, FIRE PROTECTION SPRINKL£R CONffiACTOR, OR LICENSED PLUMBER.
SEE O.C.G.A. TITLE 25-11-7-(a). A COPY OF THE LICENSE OR CERTIFICATE OF COMPETENCY SHALL BE
PROVIDED TO THE INSPECTOR AT THE FINAL INSPECTION.
23. UTILITY WORK TO BE DONE IN FRONT OF STORE TO BE COCROINA TED 111TH WALMART CONSffiUCTION
MANAGER. FRONT UTILITY WORK \\ILL BE DONE AT NIGHT IF NOT LOCATED BEHIND CONSffiUCTION
FENCE.
24. CONffiACTOR TO RELOCATE LIGHT POLE AND REPLACE WMINA!RES AS INDICATED. CONffiACTOR TO
BUILD NEW POLE BASE AND STUB \\IRE AS NEEDED.
25. REFER TO BUILDING PLANS FOR SITE UGHTING El£CffilCAL PLAN.
1 _ ...... LEGEND .
WATERMAIN
FIRE HYDRANT
THRUST BLOCK
REDUCER
DOUBL£ CHECK
BACKFLOW PREVENTOR
WATER METER
SANITARY SE\11:R MAIN
I EXISTING 40' LIGHT
I
\ PROPOSED 40' LIGHT
\
12" W ....
•
•
Im! ..
25 LF SS
~·
+
SS MANHOLE •
SS CLEANOUT TO GRADE •
GAS LINE --·--G----
GAS METER <ID
TEL£PHONE -----T---~ .. --
SAWCUT _,,_,,_
LEASE LINE ••
PROPOSED 12'-14'
OE CORA TIVE PEOESffilAN LIGHT •
Know what's below.
City of Rento 1
Planning Division
Call before you dig. DEC 3 0 1009
UTILITY PLAN C-3.0
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f\J N.T.S.
LEGEND:
ZONING: C-A (COMMERCIAL ARTERIAL), 1-M (INDUSTRIAL MEDIUM)
CRITICAL AREA: NONE
CRITICAL AREA BUFFERS: NONE
DEDICATED STREET AREA: NONE
PRIVATE ACCESS EASEMENT AREA: PARCEL 1 = 3,576 SQ. FT.
PARCEL 2 = 30,544 SQ. FT.
DENSITY PROPOSED: NO PROPOSED CHANGE IN DENSITY
DENSITY PERMITTED: NO PROPOSED CHANGE IN DENSITY
EXISTING UNDEVELOPED AREA: 16,990 SQ. FT. OF GRAVEL
BUILDING SE1BACKS FOR
COMMERCIAL ARTERIAL ZONE (CA)
MINIMUM FRONT YARD 10 FT.
MINIMUM FREEWAY 10 FT.
FRONTAGE SElBACK
MINIMUM REAR YARD NONE
MINIMUM SIDE YARD NONE
PARCEL 1 PARCEL 2
GROSS PARCEL AREA 431,667 SQ. FT. 245,128 SQ. FT.
ACCESS EASEMENT AREA 3,576 SQ. FT. 30,544 SQ, FT.
NET PARCEL AREA 428,091 SQ, FT. 214,584 SQ. FT.
BLDG. FOOTPRINT AREA 134,352* SQ. FT. N/A (PER ARCHITECT)
BLDG. FOOTPRINT AREA
133399 SQ. FT. 17,324 SQ. FT. (AS MEASURED)
UNDEVELOPED AREA 0 SQ. FT. 16,990 SQ. FT.
(EXISTING)
% BUILDING COVER 31.1% 7.1%
TOTAL LANDSCAPE AREA 21,670 SQ. FT. 42,221 SQ. FT. (EXISTING)
PAVEMENT AREA 275,645 SQ. FT. 168,593 SQ. FT.
(EXISTING)
TOTAL IMPERVIOUS AREA 409,997 SQ. FT. 185,917 SQ. FT.
PARKING SPACES 617 INCL 24 H/C 285 INCL 10 H/C
*BUILDING AREA USED FOR CALCULATIONS (INCLUDES VESTIBULE)
SEE SHEET 2
FOR PROPOSED LOT
INFORMATION
lfl
GO
D~Q!,ARATION:
KNOW ALL MEN BY THESE PRESENTS THAT WE, THE UNDERSIGNED, OWNERS IN FEE
SIMPLE OF THE LAND HEREBY PLA TIED, HEREBY DECLARE THIS SHORT PLAT TO BE
THE GRAPHIC REPRESENTATION OF SAME, AND THAT SAID SHORT PLAT IS MADE WlTH
THE FREE CONSENT OF AND IN ACCORDANCE WITH THE DESIRES OF THE OWNERS.
BQNNEB~ rAM~/d~
1Ts: JVMl;w /Jc/h!J._Lo tv ~
I
ACKNOWLEDGMENT:
STATE OF WASHINGTON
ss
COUNTY OF KIN~
ON THIS o{£ tr , DAY OF f)..,. ¢ efll~ , 2009 BEFORE ME, THE
UNDERSIGNED, A NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, DULY
CO IS IONED SWORN, ERSONALL Y APPEARED
' . b .. n.e , TO ME KNOWN TO BE THE AGENT OF
-l....lc'.Ll-1...p:.;..r.,....L;.;;.la~"u· :l,,/.,.t.:.,,j,µ,~~--• THE COMPANY THAT EXECUTED THE FOREGOING
INSTRUMENT, AND AC OWLEDGED THE SAID INSTRUMENT TO BE THE FREE AND
VOLUNTARY ACT AND DEED OF SAID COMPANY, FOR THE USES AND PURPOSES
THEREIN MENTIONED, AND ON OATH STATED THAT HE IS AUTHORIZED TO EXECUTE THE
SAID INSTRUMENT.
WlTNESS MY HAND AND OFFICIAL SEAL THERETO AFFIXED THE DAY AND YEAR FIRST
ABOVE WRITTEN.
_,._~&.d,."1..,.~1:,-1-~~~y::~::c.:;..(,_1..,2.__
0 ARY PUBL
---"-"-<-4-4-..LS--4-f-i.--..~k._,__Y-_
PRINTED NAME OF NOTARY
Nota.ry P!iblfo
State of Washington
RUTH A SCHAFER
MY COMMISSION EXPIRES
January 06, 2011
~).P,e~ .&.~1 /2.00C/ 6ATED
_f?..}~_Q~_:.2¢_l{ __ --
MY APPOINTMENT EXPIRES
APPROVALS
KING COUNTY ASSESSOR
EXAMINED AND APPROVED THIS ---DAY OF ------~ 2009 A.D.
KING COUNTY ASSESSOR DEPUTY
QITY OF RENTON
EXAMINED AND APPROVED THIS ----DAY OF --------· 2009 A.D.
ADMINISTRATOR OF PLANNING / BUILDING / PUBLIC WORKS
SITE NOTES
SITE ADDRESS:
743 RAINIER AVE S.
RENTON, WASHINGTON
TAX ACCOUNT NOS.:
PARCEL 1 192305-9048-02
PARCEL 2 192305-9072-01
FLOOD ZONE:
ZONING AGENCY:
CITY OF RENTON
DEVELOPMENT SERVICES
1055 SOUTH GRADY WAY
RENTON, WA 98055
( 425) 430-7200
THIS SITE APPEARS ON NATIONAL FLOOD INSURANCE RATE MAP, DATED MAY 16, 1995,
COMMUNITY PANEL NO. 53033C0976F, AND IS SITUATED IN ZONE "X", AREA DETERMINED TO
BE OUTSIDE 500 YEAR FLOODPLAIN.
HORIZONTAL DATUM:
BEARINGS ARE BASED ON CITY OF RENTON DATUM USING GPS STATION "60" AND GPS STATION
"754." (NORTH 89 °10'29" WEST)
VERTICAL DATUM:
ELEVATIONS ARE BASED ON CITY OF RENTON CONTROL STATION "1920" 3-INCH BRASS DISC IN
CONCRETE WALK, NORTH SIDE OF THE SOUTHERLY DRIVEWAY AND ALL ON THE EAST SIDE OF
RAINIER AVENUE SOUTHWEST.
ELEVATION = 27.87 FEET (8.494 METERS)
AREA:
PARCEL 1 SITE AS SHOWN CONTAINS 431,667 SQUARE FEET OR 9.9097 ACRES, MORE OR
LESS.
PARCEL 2 SITE AS SHOWN CONTAINS 245,128 SQUARE FEET OR 5.6274 ACRES, MORE OR
LESS. /2,,i 2"''2,,; '&9
BRH
PARKING SPACE COUNT:
PARCEL 1 PARKING SPACES 617 STANDARD INCLUDING 24 HANDICAP ACCESSIBLE SPACES.
PARCEL 2 PARKING SPACES 285 STANDARD INCLUDING 10 HANDICAP ACCESSIBLE SPACES.
EXISTING LEGAL DESCRIPTION:
PARCEL 1:
THAT PORTION OF GOVERNMENT LOT 1 IN THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP
23 NORTH, RANGE 5 EAST, WlLLAMETTE MERIDIAN, IN KING COUNTY, WASHINGTON, DESCRIBED
AS FOLLOWS:
COMMENCING AT THE NORTHEAST CORNER OF SAID SUBDIVISION:
THENCE SOUTH 01 °23'12" WEST A DISTANCE OF 873.45 FEET ALONG THE EAST LINE THEREOF
TO THE NORTHWESTERLY LINE OF THE FORMER NORTHERN PACIFIC RAILROAD RIGHT-OF-WAY;
THENCE SOUTH 77 °27'29" WEST A DISTANCE OF 51.51 FEET ALONG SAID NORTHWESTERLY LINE
TO THE WEST MARGIN OF RAINIER AVENUE SOUTH;
THENCE CONTINUING SOUTH 77 °27'29" WEST A DISTANCE OF 89.66 FEET;
THENCE NORTH 01 °23'12" EAST A DISTANCE OF 61.00 FEET;
THENCE NORTH 88 °36'48" WEST A DISTANCE OF 50.00 FEET;
THENCE NORTH 01 °23'12" EAST A DISTANCE OF 99.21 FEET TO THE TRUE POINT OF
BEGINNING;
THENCE NORTH 88 °36'08" WEST A DISTANCE OF 239.73 FEET;
THENCE SOUTH 00 °56137" WEST A DISTANCE OF 105.27 FEET;
THENCE NORTH 89 °05'57" WEST A DISTANCE OF 7.82 FEET;
THENCE NORTH 88 °58'31" WEST A DISTANCE OF 519.05 FEET;
THENCE NORTH 01 °14'37" EAST A DISTANCE OF 517.57 FEET;
THENCE SOUTH 88 °45'24" EAST A DISTANCE OF 401.02 FEET;
THENCE NORTH 01 °15'54" EAST A DISTANCE OF 46.11 FEET;
THENCE SOUTH 88 °49'24" EAST A DISTANCE OF 151.74 FEET;
THENCE NORTH 01 °13'53" EAST A DISTANCE OF 30.04 FEET;
THENCE SOUTH 88 °38'23" EAST A DISTANCE OF 207.32 FEET;
THENCE SOUTH 01 °14'36" WEST A DISTANCE OF 114.44 FEET;
THENCE SOUTH 88 °45'24" EAST A DISTANCE OF 163.91 FEET TO THE WEST LINE OF THE EAST
30.00 FEET OF SAID GOVERNMENT LOT 1; .
THENCE SOUTH 01 °23'12" WEST A DISTANCE OF 245.98 FEET ALONG SAID LAST WEST LINE TO
A POINT WHICH BEARS NORTH 01 °23'12" EAST, A DISTANCE OF 126.79 FEET AND SOUTH
88 °36'48" EAST A DISTANCE OF 157.02 FEET FROM THE TRUE POINT OF BEGINNING;
THENCE NORTH 88 °36'48" WEST A DISTANCE OF 157.02 FEET;
THENCE SOUTH 01 °23'12" WEST A DISTANCE OF 126.79 FEET TO THE TRUE POINT OF
BEGINNING.
(ALSO KNOWN AS PARCEL B OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO.
LUA-95-173-LLA, RECORDED UNDER RECORDING NO. 9603139005.)
PARCEL 2:
PARCEL A OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA-95-172-LLA, RECORDED
UNDER RECORDING NO. 9603139005, RECORDS OF KING COUNTY, WASHINGTON;
EXCEPT THAT PORTION DESCRIBED AS FOLLOWS:
BEGINNING AT THE MOST EASTERLY NORTHEAST CORNER OF SAID PARCEL A, lrfENCE NORTH
89 °10'29" WEST 140.01 FEET ALONG THE NORTH LINE OF SAID PARCEL A TO AN ANGLE POINT
THEREIN AND THE WEST LINE OF THE EAST 170.00 FEET OF GOVERNMENT LOT 1 IN THE
NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.;
THENCE SOUTH 01 °23'12" WEST 73.12 FEET ALONG SAID WEST LINE TO THE SOUTH LINE OF
SAID PARCEL A;
THENCE SOUTH 88 °45'24" EAST 140.00 FEET ALONG SAID SOUTH LINE TO THE EAST LINE OF
SAID PARCEL A;
THENCE NORTH 01 °23'12" EAST 74.14 FEET ALONG SAID EAST LINE TO THE POINT OF
BEGINNING. I
(BEING KNOWN AS LOT 1 OF BILLY MCHALE'S (CITY OF RENTON) SHORT PLAT NO.
LUA-04-027-SHPL, RECORDED UNDER RECORDING NO. 20040503900002.)
PARCEL EZ:
AN EASEMENT FOR ROADWAY AS CREATED UNDER RECORDING NO. 7712300984; AND FOR
INGRESS AND EGRESS FOR PEDESTRIAN AND VEHICULAR TRAFFIC AS DESCRIBED IN
DECLARATION OF EASEMENT RECORDED UNDER RECORDING NO. 9602010476; AND
AN EASEMENT FOR ROADWAY AS CREATED UNDER RECORDING NO. 9203271611; AND FOR
INGRESS AND EGRESS FOR PEDESTRIAN AND VEHICULAR TRAFFIC AS DESCRIBED IN EASEMENT
AGREEMENT RECORDED UNDER RECORDING NO. 9207202037;
ALSO;
A NON-EXCLUSIVE EASEMENT FOR VEHICULAR AND PEDESTRIAN ACCESS AS GRANTED~)'
RECORDING NUMBER 9602201491; · l(y Of
AND ALSO; PJ., If er,
AN EASEMENT FOR LIMITED COMMERCIAL DELIVERY ACCESS AS GRANTED BY RECORDINGa/Jriing O· . 1fOJ
NUMBER 20040421000319. II/Jsion
DF.t
' 3 () 20(}9
lr'il ---
WALMART SHORT PL: -C}f!:;)~{tlft))
RENTON, KING COUNTY, WASHINGTON
BUSH, ROED & HITCHINGS, INC. DRAWN BY JBK DATE: 11 /02/09 JOB# 2009108.01
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST (206) 323-4144 CHECKED BY JMH SCALE: 1"=40' SHEET 1 OF SEATTLE, Washington 1-800-935-0508 9 FAX# (206) 323-7135 98102-3513
llTLE REPORT REFERENCE:
THIS SURVEY WAS CONDUCTED ACCORDING TO THE DESCRIPTION SHOWN, FURNISHED BY
STEWART TITLE INSURANCE COMPANY, SECOND COMMITMENT NO. 964881, DATED NOVEMBER 12,
2009. THE EASEMENTS SHOWN OR NOTED HEREON RELATE TO THIS COMMITMENT.
NOTE: EASEMENTS CREATED OR RESCINDED AFTER THIS DATE ARE NOT SHOWN OR NOTED
HEREON.
TITLE REPORT SCHEDULE B EXCEPTIONS:
ITEMS CIRCLED ARE SHOWN ON MAP.
21. IT IS OUR UNDERSTANDING TrlAT A LOT LINE ADJUSTMENT INVOLVING ONE OR MORE
COMMON PROPERTY LINES WITHIN THE PROPERTIES HEREIN DESCRIBED MAY BE
FORTHCOMING. UPON COMPLETION OF SAID ADJUSTMENT AND THE APPROVAL OF THE SAME
BY THE PROPER MUNICIPAL AND COUNTY AUTHORlllES, INCLUDING THE RECORDING OF SAID
ADJUSTMENT, THIS REPORT WILL BE AMENDED TO REFLECT CHANGES THEREIN.
22. IT IS OUR UNDERSTAND1NG THAT, SUBSEQUENT TO THE ADJUSTMENT OF ONE OR MORE
COMMON PROPERTY LINES WITHIN THE PROPERTIES HEREIN DESCRIBED. THAT AMENDMENTS
TO A LEASE OR LEASES OF SAID PREMISES MAY BE FORTHCOMING. A PROPER LEASE MUST
BE EXECUTED AND RECORDED, OR IF A MEMORANDUM THEREOF IS TO BE RECORDED, A
CONFORMED COPY OF THE LEASE MUST BE SUBMITTED AND THE POLICY TO ISSUE WILL BE
SUBJECT TO THE FOLLOWING:
@
~THE TERMS, COVENANTS, CONDITIONS AND PROVISIONS OF THE LEASE REFERRED TO IN
SCHEDULE A AND THE EFFECT OF ANY FAILURE TO COMPLY WITH THE SAME:
RECORDED:
RECORDING NO.:
IN FAVOR OF:
FOR:
EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
NOVEMBER 25, 1966
6111601
CITY OF RENTON
SEWAGE PIPE LINES AND ANY OTHER PUBLIC UTILITIES AND
SERVICES
AFFECTS: PARCELS 1 AND OTHER PROPERTY
@EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDED: OCTOBER 16, 1980
RECORDING NO.: 8010160469
IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON
FOR:
AFFECTS:
CORPORATION
ELECTRIC TRANSMISSION AND/OR DISllRIBUTION SYSTEM
THE CENTERLINE OF FACILITIES AS CONSTRUCTED OR TO BE
CONSTRUCTED, EXTENDED OR RELOCATED ON PARCELS 1, 2, AND
OTHER PROPERTY
26. A RECORD OF SURVEY RECORDED OCTOBER 24, 1986 UNDER RECORDING NO. 8610249001,
SAID SURVEY DISCLOSES THE FOLLOWING MATTERS:
PERIMETER BOUNDARIES AND PARKING FACILITIES ON THE PROPERTY
HEREIN DESCRIBED AND ADJACENT PARCELS. (AFFECTS: PARCELS 1.
2, AND OTHER PROPERTY)
(.;":;\ TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN AN EASEMENT 'a SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT: .
RECORDED: MARCH 27, 1992
RECORDING NO.: 9203271611
(AFFECTS: PORTION OF PARCEL EZ)
~ NOTICE OF EXTENSION OF MAPLE STREET EASEMENT AGREEMENT AND THE TERMS AND
V CONDITIONS THEREOF:
BETWEEN: ROBERT F. GREENWELL COMPANY LP., A DELAWARE LIMITED
PARTNERSHIP, EUGENE HORBACH AND JOYCE HORBACH,
AND: BONNELL FAMILY PARTNERSHIP, A WASHINGTON GENERAL
PARTNERSHIP, BARBARA JOAN (HOLT) BONNELL, AND LANPHERE
ENTERPRISES OF WASHINGTON, INC., A WASHINGTON CORPORA llON
RECORDED: JULY 20, 1992
RECORDING NUMBER: 9207202037
ha\ NOTICE OF HAZARDOUS WASTE AND REMOVAL OF TANKS AGREEMENT AND THE TERMS AND
V CONDITIONS THEREOF:
BETWEEN: EUGENE HORBACH AND JOYCE HORBACH, HUSBAND ANO WIFE
AND: BONNELL FAMILY PARTNERSHIP, A WASHINGTON GENERAL
PARTNERSHIP AND BARBARA JOAN (HOLT) BONNELL
RECORDED: JULY 20, 1992
RECORDING NUMBER: 9207202029
('.;;;\ TERMS, COVENANTS, CONDITIONS AND/OR PROVISIONS CONTAINED IN AN EASEMENT
V SERVING SAID PREMISES, AS CONTAINED IN INSTRUMENT:
RECORDED: FEBRUARY 1, 1996
RECORDING NUMBER: 9602010476
(AFFECTS: PORTION OF PARCEL EZ)
@EASEMENT, INCLUDING TERMS ANO PROVISIONS CONTAINED THEREIN:
RECORDED: FEBRUARY 20, 1996
RECORDING NUMBER: 9602201491
FOR: VEHICULAR AND PEOESllRIAN ACCESS AND UTILITIES
AFFECTS: PARCELS 1 AND OTHER PROPERTY
32. TERMS, COVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN LOT LINE
ADJUSTMENT:
NO.: LUA-95-173-LLA
RECORDED: MARCH 13, 1996
RECORDING NO.: 9603139005
(AFFECTS: PARCELS 1, 2. AND OTHER PROPERTY)
@covENANTS, CONDITIONS, RESTRICTIONS AND/OR EASEMENTS THEREIN:
RECORDED: MAY 7, 1996
RECORDING NUMBER(S): 9605071277
AMENDMENT(S) AND/OR MOOIFICAllON(S) OF SAID COVENANTS:
RECORDED: APRIL 25, 1997
RECORDING NUMBER(S): 9704250174
(AFFECTS: PARCELS 1, 2, EZ, AND OTHER PROPERTY) ® EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDED: APRIL 1, 1997
RECORDING NO.: 9704011446
IN FAVOR OF: CITY OF RENTON
FOR: PUBLIC UTILITIES INCLUDING WATER, WASTEWATER, AND SURFACE
WATER
AFFECTS: VARIOUS 15 FOOT STRIPS AS DELINEATED ON PARCELS 1, 2, AND
OTHER PROPERTY
GO T. LOT 1, NE ~ NW ~ SEC 19, TWP 23N, RGE SE, W.M.
35. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDED: SEPTEMBER 29, 1961
RECORDING NO.: 5335384
IN FAVOR OF: CITY OF RENTON
FOR: WATER MAINS
AFFECTS: SOUTHERLY PANHANDLE PORTION OF PARCEL 2
@EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED lHEREIN;
' RECORDED: DECEMBER 11, 1972
RECORDING NO.: 7212110331
FOR: CONSTRUCTION AND MAINTENANCE OF FOOTINGS FOR A BUILDING ON
AND 18 INCHES UNDERNEATH THE SURFACE OF THAT PART OF THE
LAND LYING WITHIN 3 FEET OF THE WEST LINE OF PARCEL 2
37. RESERVATIONS AND EXCEPTIONS, INCLUDING THE TERMS AND CONDITIONS THEREOF:
RESERVING: MINERALS
RESERVED BY: BURLINGTON NORTHERN RAILROAD COMPANY
RECORDED: DECEMBER 22, 1987
RECORDING NO.: 8712220298
(AFFECTS: PORTION OF THE WEST 48 FEET OF PARCELS 2 AND OTHER
PROPERTY)
38. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN:
RECORDED: NOVEMBER 4, 1991
RECORDING NO.: 9111040440
IN FAVOR OF: PUGET SOUND POWER AND LIGHT COMPANY, A WASHINGTON
CORPORATION
FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM
AFFECTS: THE NORTH 10 FEET OF THE WEST 25 FEET OF THE EAST 295 FEET
OF PARCEL 2
39. RESTRICTIONS, CONDlllONS, DEDICATIONS, NOTES, EASEMENTS AND PROVISIONS CONTAINED
AND/OR DELINEATED ON THE FACE OF THE SHORT PLAT RECORDED UNDER KING COUNTY
RECORDING NO. 20040503900002. (AFFECTS: PARCEL 2 AND OTHER PROPERTY)
e EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
PURPOSE: BUILDING FOOTINGS
AFFECTS: PARCEL 2
RECORDED: APRIL 10, 1968
RECORDING NO.: 6331019
SURVEYOR'S ADDRESS:
ENGINEER'S ADDRESS:
OWNER'S ADDRESS:
BUSH, ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEA ffiE, WA 98102-3513
(206) 323-4144
PACLAND
1505 WESTLAKE A VE. N •• SUITE 305
SEA mE, WA 98109
(206) 522-9510
BONNELL FAMILY, LLC
10047 MAIN ST., #509
BELLEVUE, WA 98004
NEW LOT 1:
PAR'CEL B OF CITY OF RENTON BOUNDARY LINE ADJUSTMENT NO. LUA-95-173-LLA, RECORDED
UNDER RECORDING NO. 9603139005;
TOGETHER WITH LOT 1 OF BILLY MCHALE'$ (CITY OF RENTON) SHORT PLAT NO.
LUA-04-027-SHPL, RECORDED UNDER RECORDING NO. 20040503900002;
EXCEPT THAT PORTION DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1, THENCE SOUTH 89 °10'29" EAST
ALONG THE NORTH LINE OF SAID LOT 1 A DISTANCE OF 99.04 FEET TO THE POINT OF
BEGINNING;
THENCE CONTINUING SOUTH 89 °10'29" EAST A DISTANCE OF 305.67 FEE1;
THENCE DEPARTING SAID NORTH LJNE SOUTH 01 °15'24" WEST 139.22 FEET;
THENCE NORTH 88 ° 44'35• WEST 305.67 FEET;
THENCE NORTH 01 °15'24" EAST 136.91 FEET TO THE POINT OF BEGINNING;
ALSO EXCEPT THAT PORTION DESCRIBED AS FOLLOWS
COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 1,
THENCE SOUTH 89 °10'29n EAST ALONG THE NORTH LINE OF SAID LOT 1 A DISTANCE OF
660. 78 FEET TO THE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89 °10'29" EAST A DISTANCE OF 171.37 FEET;
THENCE DEPARTING SAID NORTH LINE SOUTH 01 °23'12" WEST 333.13 FEET;
THENCE NORTH 88 °45'24" WEST 23.91 FEET;
THENCE NORTH 01 °14'36" EAST 114.44 FEET;
THENCE NORTH 88 °38'23" WEST 146.62 FEET;
THENCE NORTH 01 ° 14'37" EAST 217.14 FEET TO THE POINT OF BEGINNING;
NEW LOT 2:
COMMENCING AT THE NORTHWEST CORNER OF LOT 1 OF BILLY MCHALE'S (CITY OF RENTON)
SHORT PLAT NO. LUA-04-027-SHPL. RECORDED UNDER RECORDING NO. 20040503900002;
THENCE SOUTH 89 °10'29" EAST ALONG THE NORTH LINE OF SAID LOT 1 A DISTANCE OF 99.04
FEET TO THE llRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89 °10'29" EAST A DISTANCE OF 305.67 FEET;
THENCE DEPARTING SAID NORTH LINE SOUTH 01 °15'24" WEST 139.22 FEET;
THENCE NORTH 88 °44'36" WEST 305.67 FEET;
THENCE NORTH 01 °15'24" EAST 136.91 FEET TO THE TRUE POINT OF BEGINNING;
NEW LOT 3:
COMMENCING AT THE NORTHWEST CORNER OF LOT 1 OF BILLY MCHALE'S (CITY OF RENTON)
SHORT PLAT NO. LUA-04-027-SHPL, RECORDED UNDER RECORDING NO. 20040503900002;
THENCE SOUTH 89 °10'29" EAST ALONG THE NORTH LINE OF SAID LOT 1 A DISTANCE OF
660. 78 FEET TO THE llRUE POINT OF BEGINNING;
THENCE CONTINUING SOUTH 89 °10'29" EAST A DISTANCE OF 171.37 FEET;
THENCE DEPARTING SAID NORTH LINE SOUTH 01 ° 23'12" WEST 333.13 FEET;
THENCE NORTH 88 °45'24" WEST 23.91 FEET;
THENCE NORTH 01 °14'36" EAST 114.44 FEET;
THENCE NORTH 88 °38'23" WEST 146.62 FEET;
THENCE NORTH 01 °14'37" EAST 217.14 FEET TO THE TRUE POINT OF BEGINNING;
LEGEND
LOT 1 LOT 2 LOT 3
GROSS LOT AREA 594,553 SQ. FT. 42,201 SQ. FT. 40,041 SQ. FT.
ACCESS EASEMENT AREA 19,171 SQ. FT. 5,206 SQ. FT. 9,743 SQ. FT.
·-
NET LOT AREA 575,382 SQ. FT. 36,995 SQ. FT. 30,298 SQ. FT.
EXISTING IMPERVIOUS 527,017 SQ. FT. 31,989 SQ. FT. 36,908 SQ. FT. SURFACE
EXISTING UNDEVELOPED 16,990 SQ. FT. 0 SQ. FT. 0 SQ. FT. AREA
EXISTING BLDG. AREA 140,899 SQ. FT. 5,555 SQ. FT. 5,222 SQ. FT.
% BLDG. COVER
(EXISTING) 23.70% 13.16% '13.04%
EXISTING PAVEMENT 386,118 SQ. FT. 26,434 SQ. FT. 31,686 SQ. FT.
EXISTING LANDSCAPE 50,546 SQ. FT. 10,212 SQ. FT. 3, 133 SQ. FT. AREA
REQUIRED 738 28 53 PARKING STALLS
PROVIDED
810 PARKING STALLS
BUILDING AREA TO BE DEMOLISHED:
37 55
6,547 SQ. FT. (LOT 1)
15,892 SQ. FT. (LOT 1)
City of R
Planning D~~ton
1v1sion
BUILDING EXPANSION AREA:
AREA OF PROPOSED PAVEMENT: APPROX. 20,000 SQ, FT, (LOT 1) DEC 3 0 2009
IR]~·
WALMART SHORT PLA
RENTON, KING COUNTY, WASHINGTON
BRH ------------BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
DRAWN BY JBK
CHECKED BY JMH
DATE: 11 /02/09 JOB # 2009108. 01
SCALE: 1'' =40' SHEET 2 OF 9
I
GRAPHIC SCALE
40 0 1-----·· 40
I
1 in. = 40 ft.
) __ ....,_ ___ _
80
;;J
8
4'x 336' FOOTING EASEMENT
PER REC. NO. 6331019
EXISTING
BUILDING
@ .
PARKING EASEMENT FOR 50
STALLS PER REC. NOS.
9605071277 & 9704250174
I
I
I
I
------------=--=--=--=-=--~-----,.__,__ ____________ _____i._I ,J.,,..,.cjw l_ ________________ _
, + ---1
-.
5.0' _j 5.0' J
S. W. 7th STREET
832.16'
_J
(OVERALL) " --r 5
.s· S -89-.-10-.-2-9-.. -E-----~-
6
.-1·-,--+-=-:c.__ ____ _ --305.67' ·----~=-"<..!....-_.;,_, '··--····------~-'-----+-.
I~ I")
CORNER TO BE SET
T-
35.1'
D
u
.--5.9'
EXISTl~JG
BUILDING
6547 SQ. FT.
(TO BE REMOVED
~ 10'x25' ELECTRICAL
\ ~\EASEMENT PER REC.
\:::'.;) NO. 9111040440
I
I
"<;j--
1-w w
I ® -· --t--+--f--+--1--(J)
PARCEL 2
N 01 ·13'53,. E
30. 4 1
S 88"49'24" E 151.74'
I I I U I I I I
1
60.70'
w w
(J)
11111111 , . ..--N 01 •15•54" E 46.11'
EXISTING
BUILDING
133,399 SQ. FT.
111111111 110
PARCEL 1
LOT1 LJ-+tl-
,-,
I l
I
l i
I
SEE SHEET 5
WALMART SHORT PLA· '/J~lltlt)
RENTON, KING COUNTY, WASHINGTON
BRH-----~------~--~---BUSH, ROED & HITCHINGS, INC. DRAWN BY
CIVIL ENGINEERS & LAND SURVEYORS
JBK DATE: 11 /02/09 JOB # 2009108.01
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-,3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135 CHECKED BY JMH SCALE: 1 "= 40' SHEET 3 OF 9
t I
--~~-~-CW
-5.0' ;r-----~-------------r-""7~----'~ --"-J
CORNER TO BE SET
CORNER TO BE SET ---
832.16'
(OVERALL)
EXISTING
BUILDING
6547 SQ. FT.
(TO BE REMOVED
®
PARCEL 2
GO T. LOT 1, NE
C l_ _ _,__\ --
s. Wo 7th STREET
S 89"10'29' E
~------,----[. __ 5._9· __ -_--==------=--=---------
CW
I
I
i -
CORNER TO BE SET l 21 . 7' ,-,-----,.------,----,-~-!
LJ ~ EXISTING
BUILDING
5222 SQ. FT.
---·1 I
-·-1
--1
·-1
',,.
'-<--6.7· I
I~
LOT3 1
·+----1~~ c=-----··----·
I I
I I 40' w
N ..-
'h
t
'io
I.()
cw
4.8'
NOT A PART
i-------@
40' INGRESS/EGRESS EASEMENT
PER REC. NO. 9207202029
(PARCEL EZ)
6.0'
..
3: 3::
0
•
5.5' (/)
3::
0 • w > <(
w -0
Ck:
t0 --1
r-w Lu
I
(J)
I
I
I
I
1--t---t--+-I-~ --+----+--+--1----1--1( 1---t--+-l--+-:--l---1-+---l-l ~~i++t-1-J_
CORNER TO BE SET I
f\J ~ II
<(
:c
w w
(J)
@
15' UTILITY EASEMENT PE.R
RE~-NO. 9704011446 ~
----',,'I,-__ __J
-II! 11
s aa·45•24,, E 401.02·
PROPERTY LINE
TO BE REMOVED N 01 ·13•53n £
30.94•
S 88"49'24" E 151.74'
I I I U I t I
N 01°15 1 54 n E 46 .11'
I I I I I I l I I I I lJ~
PARCEL 1
LOT1
I U*i-i
l I
n 1111 n 11111
GRAPHIC SCALE
40 0 40 ~· ---·-.: 80
I
1 in. = 40 ft.
I
I I I l I l
.-60.70'
S 88°38'23" E
l ! J
I I
L I
I I I I I i I I
I I
I
I
146.62'
207.32'
1
-. -
23.91'
,r--.
'-'
NOT A PART
140.00'
S 88°45'24" E 163.91'
I I ! I I I I I ! I I (\ n
SEE SHEET 6
WALMART SHORT P
RENTON, KING COUNTY,
BRH-------~------------BUSH, ROED & HITCHINGS, INC. DRAWN BY
CIVIL ENGINEERS & LAND SURVEYORS
DATE: 11 /02/09 JOB # 2009108.01 JBK
2009 MINOR AVE. EAST
SEATTLE, Woshington
98102-3513
(206) 323--4144
1-800-935-0508
FAX# (206) 323-7135
CHECKED BY JMH SCAL.E: 1''=40' SHEET 4 OF 9
GO T. LOT 1, NE ~ NW ~ SEC 19, TWP 23N, RGE 5E, W.M.
EXISTING
BUiLDING
I ®
1 -------+--,,..PARKING EASEMENT FOR 50
I I STALLS PER REC. NOS.
18'
11---i..~J I 9605071277 & 9704250174
CB
-15' f=-if------+--15' UTILITY EASEMENT PER REC. 1---1---1 I NO. 9704011446
1--+-J I
_JI
GRAPHIC SCALE co ~I t
N ' ,t:: 40
I
1 in. = 40 ft.
80
l 12 I lO
w
t
-'---'---.....l~-L-......l..--->----l-:L.:_.JI J::;
':o;t-
r lw
R
I e
r 1-------------l I 8
------,:-~-,---,--~-,....., l~-I z
®
3'x 240' FOOTINGS EASEMENT -
PER REC. NO_ 72121103.31
EXISTING
BUILDING
ir=---1 I
1.--------1 I
_,I
1---------'---i I I
f I
r 16.8'
\
LOT1
@
ACCESS AND UTILITY EASEMENT
PER REC. NO. 96020104 76
(PARCEL EZ)
SEE SHEET 3
PARCEL 1
EXISTING
BUIUJING
133,399 SQ. FT. V)
20·@
~. SEWER & UTILITY EASEMEN r ~ ~
PER REC. NO. 6111601 V:, /J
PORTION OF EASEMENT TO BE-~~
RELINQUISHED ' V: A
36.0'
519.05'
r:-..\ (PARCEL_ EZ) ·
'-
r" I
'-'
1 I rtt-1r
I I
r'
I
I
'--
20' SEWER & UTIUT':' !::ASEMEN1 I
PER REc_ NO. 6111601
~ I
I I I
1
11 '
'-' I
N 89°05'57'' W
I I r~2 ·1 I )
I
-
~fl
I
!
,.---,
l
'-"
3::
= " ..
!" " N (0 . v> l()
0 0
0 -
(/)
;., \\ I'~
c.o
1-w w
I
U)
w w
U)
NOT A PART J I/
:5' • U)
JI 'st-
-----'
V INGRESS/EGRESS EASEMENT~ \n
PER REC. NO. 20040421000319 \
_____. 0
(J)
---------
SEE SHEET 7
WALMART SHORT Pi.::-!~~/tJJ
RENTON, BRH ___________ _
BUSH, ROED & HITCHINGS, INC. DRAWN BY JBK
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
l-800-935-0508
FAX# (206) 323-7135 CHECKED BY JMH
K1Nc COUNTY, WASHINGTON
DATE: 11 /02/09 JOB # 2009108.01
SCALE: 1"=40' SHEET 5 OF 9
LD
1-w w
I
(/)
w w
(/)
PARCEL 1
Otr/-
I I
I
I j
I I
,,.... I
I
I
'
I
1----4--+-l--II .j.._.j_t I
-
1
j 20' ~
20' SEWER & UTILITY EASEMENT I
PER REC. NO. 6111601
I r I
I 1 I
I
I
[ I
I
I
I
j
!
I
I
I /: ! I
JI I~ ~1 0 I g T""
r'
1-f---
'-'
~
'-'
I
/
"
'-"
---:---+--+--+-
,-1
'-'
GO T. LOT 1, NE ~ NW ~ ·SEC 19, TWP 23N, RGE 5E, W.M.
j
-1
I
SEE SHEET 4
1
,.-...
~ i 1~ ~
23.91'
J i r"
I '-'
,.-... I i
I
'-'
1--
J
3::
~ .. (0-q-
l"")-q-
~'¢ r..-.... ..-
0
Cl)
I
~
NOT A PART
140.00'
S 88.45'24" E
I
,.....
J
i
-
@
20· SEWER & UTILITY EASEMENT l l .Ii
PER REC. NO. 6111601 .
cw
163.91'
-T 1-TOTTllt '~-<---=-~---+=------------·---=1---'./~-
r--:;;,. ROUTE OF ACCESS EASEMENT-~ / \
\::Y PER REC. NO. 9602201494 J ,....._
(PARCEL EZ) ::fi; ,....,
I t ~
157.oo'(o) saa·35•11 "E(D)
157.02'(M) S88"36' 48nE(M)
N
r-
'-'
,.....
!
i
I
PARCEL 1
8 ·3 '08"
~O)IE '"' . I~~
t le w
I )
ti')
('J • .-239.7 ' \ o ---=;;;...;;;.;..;...;::.. ___ --It-~ z
T.P.O.B. PARCEL 1
I i I ,--
I
i I
NOT A PART
EXISTING
BUILDING
LJ
-\ 5.9' -
~
;:
N in ..-
~I I"')
r" ..-N 0
Cl)
I
I
I
I
r-----L 84' --.....J
• en
..
N 89'05'57" W·
__ I .1 _?-~2 ·1 f / 1
Cl) NOT A PART
·1----r--'--'-........!._.....!.-......!~--..2.._-'-----'1.~~---L..-!..............!.../. _1· N 88'36' 48" W \c 50.oo· w
-c-6.5'
3:
0
~
<(
et::: w
N sa·sa'3f' w
519.05'
.,-,---EXISTING
BUILDING ----i~. I. o "'o N.
1~m
BRH_~~~~~~~~~~-
-z -<(
et:::
RENTON,
BUSH, ROED & HITCHINGS, INC. DRAWN BY
CIVIL ENGINEERS & LAND SURVEYORS
I
&;,,
I
GRAPHIC SCALE
40 0 40
~---I
80
i
1 in. = 40 ft.
WALMART SHORT PLAT
KING COUNTY, WASHINGTON
JBK DATE: 11 /02/09 JOB # 2009108. 01
2009 MINOR AVE. EAST
SEATTLE, Woshington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135 CHECKED BY JMH SCALE: 1 "=40' SHEET 6 OF 9
GRAPHIC SCALE
40 -I
1 in. = 40 ft,
EXISTING
BUILDING
\ \ \ \
80
t
EXISTiNG
BUILDING
t±l I I
I 11
j 16.8'
-----
--
LOT1
(
\ ~~@ .
\,/ ACCESS AND UTILITY EASEMENT
\
1
PER REC. NO. 9602010476
(PARCEL EZ)
36'
SEE SHEET 5
20' -
'20' SEWER & UTILITY EASEMENT /1 (i~ ~
PER REC. NO. 6111601 /J
PORTION OF EASEMENT TO BE---k ~
RELINQUISHED \ l/, A
NOT A PART
------,.,. 549.9 ..
----.. 40' WIDE INGRESS/EGRESS EASEMENT G)
PER REC. NO. 9203271611 '2}_/
(PARCEL EZ)
@
36' WIDE INGRESS/EGRESS EASEMENT
PER REC. NO. 9207202037
(PARCEL EZ)
BRH-~-------------------BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
11 11111 L-oo~ ~·tt
f g ~
--
EXISTING
BUILDING
FOOTPRINT
(/)
---
WALMART SHORT PLAT
RENTON, KING COUNTY, WASHINGTON
DRAWN BY JBK DATE: 11/02/09 JOB # 2009108.01
CHECKED BY JMH SCALE: 1 "= 40' SHEET 7 OF 9
FOUND MON. IN C.A.SE (Hi95)-\
PUNCH lN 1 /2" BRASS PLUG
DN. 0.6'
_ g_:ry OF RENTON #754 ·-----
S89"10'36"E
·-691.57'(M)
t ~ '----e,,,,/---'!r--
s i FOUND MON. IN CASE (1995) o
;;:1111o PUNCH IN 3/8" BR/1SS ROD DN. 0.6' ~ sr
N 175 920.42
E 1,295,981.99
1i I
~
~
FOUND MON. IN CASE (1995) f
PUNCH IN 3" BRASS DISKi
IN CONC., DN. 0.4' \.
i
FND TWO %" BRASS -cc--...
RODS W/ PUNCH (1995)
DN. 0.5'
0 z
FOUND HARD NAIL
--
EXISTING
BUILDING
EXISTING
BUILDING
------y -
---PROPERTY LINE TO -
BE REMOVED
NOlE:
EXISTING
BUILDING
EXISTING CONDITIONS
SHOWN HEREON
--
EXISTING
BUILDING
ITI I 1111 LS'f'\_ v"' "
EXISTING
BUILDING
(TO BE Jj
REMOVED){j
-------
BRH_~~~----~~~~--~
BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
__ J
NOT A PART
S88'45'24"E -l
163.91'1
23_~11, 1 I I *
U)
'1-
C',i
--FOUND MON. IN CASE (1995)
NAil_ !N CONCRETE ~ ,..__ __ CITY OF RENTON #60 ~ <'1,, 7> (HOLD FOR ALIGNMENT)
v, I,2 s
I~
<
<9,9 o',9 ·o.,,C!
'2e. 6'
I
----1---S01 '23' 49"W(D) I/ S01'23'12"W(M)
12.51'
• I
I---.,.-., I
------
I e..~ • ::--, • I Uii -J-4~1
.r S01'23'41''W(D) 78.42'(D)
S01 '23'12"W(M) 78.98'(M)
vi
FOUND *» IRON
PIPE W/CAP
LS 8271
'-....__CALCULATED
POSITION
GRAPHIC SCALE
100 O 50 100 200
c~:.-.::•:.-11•::.' •• '. __ '. :
( IN FEET )
1 in ch = 1 00 ft.
RENTON,
WALMART SHORT P[~~)t~JD)
KING COUNTY, WASHINGTON
Df~AWN BY JBK DATE: 11 /02/09 JOB # 2009108.01
CHECKED BY JMH SCALE: 1''=100' SHEET 8 OF 9
FOUND MON. IN CASE (1995)
PUNCH IN 1 /2'' BRASS PLUG
ON. 0.6'
CITY OF RENTON #754
N 175 920.42
E 1,295,981.99
ss9·10'36"E
691.57'(M)
'-----~·---% ·-·---·--
( \ FOUND MON. IN CASE (1995)
PUNCH IN 3/8" BRASS ROD DN. 0.6'
·H I I
(D
{I)
0
(()
I
0 z
I FOUND HARD NAIL
E~STING -----~
BIO-SWALE
EXISTING
BUILDING
\
EXISTING
BUILDING
\ \ )
FOUND REBAR/CAP
LS 28072
~I
81 co
GO
--
r--· r--·
T. LOT 1, NE ~ NW ~ SEC 19, TWP 23N, RGE SE, W.M. __ j
0
-tj-
-·
3: • 'V
('.I
'i.o
i-
0
(/)
S. W. 7th S1REET
S89'10'29"E 1339.26'(M)
J __
S89'10'29"E --·-.. 305.67' -·
3: ;,; ~ ({) N
I") 'i.o .-PROPOSED i-
BIOSWALE 0
S88.44'36"E~
(/)
305.67' O, .... D.""','---1 I I I I I I 1 l t I '\
11111 ltl!lfnj -1-+-t-+-+--l-+-+-1--....
t I I If I I I l I I'
t l I I I I I l I l I l
l I I I I • f JI I t t 3'.
1--LOT3
I I I I ' -!..!-:-!-:..!-!..!-!-!-!-!-!. ..:-~-!-i~ ;:
1 1 1 1 l I t t 1 1 r ~ f , t 1 1 1 1 r , r 1 0 • ,,. tt
0
en I
NOT A PART
FOUND MON. IN CASE (1995)
NAIL IN CONCRETE
_. __ CITY OF RENTON #60 <; 7> (HOLD FOR ALIGNMENT)
'-2 s ,96' o',9. -o 0
~·,9,9
·6'6'
I
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0
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• ,
1 1
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PROPOSED PROPERTY LINE (TYP.)-PROPOSED STORM SYSTEM ' ·-1~.62' -.
~: 0:::::0::::!o:i::fL:· , G:::0;::;;;;:1itr;;o,:•iti:::;i:n ! -~--....... -. +-,... • .... +-+--+-!-• -••,-••.. J ~.: > I I > ' I I I ' I I I I I I I I I I I I I I I I I
: : : : : r : : : : : : : : : 1 1-, 1--r-tr--:-:-~-r~-r~-i-:-r~... -ri-ri-r;-r;-~1-:--;:-
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PROPOSED
BUILDING
150,244 SQ. FT.
LOT1
NOTE:
PROPOSED LOT
AND PARKING
CONFIGURATION
SHOWN HEREON
I') 'V
r I t I f t I I I I I r ' t I I I I -r-0:: ;, : : : : : : ~ :D ti ii; i::::.: Di ii};
i t-'"ttii-r-t-:-r-i -t--i-... ..i~'"' ... -...... -.. ~-.-.. ... --1 ... .,.-1--... oU~
I I l I I I I I t I 1 : : : : : : : : : : : : : : : 1 (/) \. ' ' ' ' ' ' ' ' ' ' ' • • • · • · · • · · • • • , , I ; .-140,00'
'lt-'rl"---
S88"45'24" E
I I I 163.9 '
I I I I 1,1 I I
23.91
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t I I I 1 I
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I I I I JI
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1
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: : : i : : ! : t i : ; : : : : : : : : : 1 : : : ~ ~ : O> ~ I I 12.5r
• ' ' • , • ' •• ' ' '' ' ' '4" -m NOT A PART
[jJ_tlLlD : : : : : ~ : ~ : D : : ! f 1 : : : : 1 : f Q 1 ~ ~ ~ 1' / I ,----... ----f--+-+-+-t--+-t-++ -r.ot-t--1-r. ""-'"'"f-.. -i-t,.'i--f-Z Z ,.....,,.,.-,. : i---: j : : l : : l 1 : : : : : S88'36'Q8u 1 1 • C .:'E Noo·s5'37"1: · · · · · · · · · · · · · -.;...; ..:.... E : : : U I ;;;-~0 1
10"'27' 239.73' w ,:i; ~ "?
FOUND REBAR/CAP
-LS 28072
• ~ I ,r i n i : {}' I I ; I f I r j I I I l n J r l I J I I I ' I I I!. I ~ 1£) ;5!. ,1•1•1111, 111 t1r11t111 11 11i11ttlt~1 N.,. ,-!.::'~
,-:..-=:::-:}=~=,L+-t---t +-1-r++-t+1-~ .... 1-++~-r+1-~+~-~1 --
1
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11
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,111111111111 L
---,.,... N88'36'48"W(M) ~ 1
S01'23'41"W(D) 78.42'(D)
S01'23'12"W(M) 78.98'(M)
FOUND MON. IN CASE (1995) I
PUNCH IN 3" BRASS DISK
IN CONC., DN, 0.4'
FND TWO %" BRASS-=---
RODS W/ PUNCH (1995)
DN. 0.5'
i-0
<O r-:
ID
i
NI
w " . I") N
"st I';
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--
lw
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;! C'l
I 5 <O ,z
N88'58'44"W
47.30'
--
--
--
519.05' ~~~~-~ ~~ I
NOT A PART
EXISTING
BUILDING
----
--
BRH ___________ _
BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
2009 MINOR AVE. EAST
SEATTLE, Washington
98102-3513
(206) 323-4144
1-800-935-0508
FAX# (206) 323-7135
50'
----
--:--FOUND %" IRON
PIPE W/CAP
LS 8271
CALCULATED
POSITION
GRAPHIC SCALE
100 0 50 100 200
: : ff
· I I 9-· ·-·--··-
( IN FEET )
1 inch = 100 ft.
WALMART SHORT PLAT
RENTON, KING COUNTY, WASHINGTON
DRAWN BY JBK DATE: 11/02/09 JOB# 2009108.01
CHECKED BY JMH SCALE: 1''=100' SHEET 9 OF 9
w C·
<(
f .. --
VJ a::
80 D .... ~ I --
'
FOUND MON. IN CASE (1995),
PUNCH iN 1 /2" BRASS PLUG \
DN. 0.6' \
m, oc ernrn, '"' ~;i\-
M 175,920.42 / I <n
E 1,295,981.99 I~
<
~ w
~
~·--
,-
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GRAPHIC SCALE ~ 40 60 160 1--=I= I
( IN FEET )
1 inch = 80 ft.
320
J <
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40'~
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PUNCH IN 3" BRASS DISK
l~J cor,c., DN. OA'
FND TWO %" BRASS ~=--
RODS W/ PUNCH (1995)
DN. 0.5'
n
'° " L()
i
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-
EXISTING
BUILDING
\\\\\\\
EXISTING
BUILDING
FOUND REBAR/CAP
LS 28072
\\\\\\\
EXISTING
BUILDING
GOVT. LOT 1, NE Y4, NW ~ SEC 19, TWP 23N, RGE 5E, W.M.
-I \
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;'.: ------p ROPE RTY LINE
-~ BE REMOVED
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47.30'
EXISTING
BUILDING
LOT1 A;
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BUILDING
1
1. -140.00' -. /
S88'45'24"E -/
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LS 8271
A
-"--·CALCULATED
POSITION
City of Renton
Planning Division
OEl 3 O 1009
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job no.
2009108.01
l;'! 1 1 --~ ::i1---------------------------------------------------------------------------------------------------------------------------------------.....11
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HARDIE AVE
TAX#
192305-9072-01
WALMART
743 RAINIER AVE S
TAX#
192305-9048-02
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GRAPHIC SCALE
0 75 150 300 800
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City of A
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1 A
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