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LITHIA HYUNDAI - RENTON
PORTION OF NE 1/4, NE 1/4 OF SECTION 19,11NP. 23 N, RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WAShYNCaTON
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� � i / / COORDWAIE IM1H VAULT SUPPLIER �.a��
� / TO SPECIFY 1' DROP BEiYEEII _ ..c1' N S. nil
THE CONTRACTOR SHALL BE RESP0IISIBLE FOR VERIFYING THE LOCATION, AND
DEPTH OF ALL DOM UlLITIES VEM NO ON TyI' .1 PLANS OR NOT BY POT
HOLING THE U71UM AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR T
CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1- 800 - 424 -5555 AND
THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERFY IMNETHER OR NOT CONFLICTS EAST. LOCATIONS OF SAID UTILITIES AS StiOM�l ON
THESE PLANS ARE BASED UPON THE UNVENFIED PUBLIC INFORMATION AND ARE S19 CT
Tn VARIATION. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AH11L INC
o NO. 60 TO RESOLVE ALL PROBLEMS PRIOR M PR WITH CONSTRUCTION.
NORTHING: 175890.972
FASTING: 1298016.470
Z NO. 63
NORTHING: 175977.250
EASTING: 1300794.412
V ENCHM6M
PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920
DESCRIBED AS A 3' BRASS DISK STA APED "KING COUNTY SURVEY
MONUMENT EN -61 1973" LOCATED It'.' SIDEWALK ON THE WEST SIDE
i OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING
AT 604 RAINIER AVE, SOUTH (KENTUCKY FRIED CHICKEN).
BASIS OE BEARINGS
NORTH 89'42'36" WEST FOR NORTH LINE OF
THE NORTHE4.73 QUARTER OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
PER SHOER PLAT FILE WITH KING COUNTY
RECORDER UNDER NO. 9309219015.
mom INLET AND OUTLET ELEVATION. o�'�, �� '''�►C�`
I. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS
FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING.
2. SEE DETAIL 2/C12 FOR BEDDING AND BACK U PIPE IN TRENCHES FOR F<I'JUBLE PAVEMENT D o
RESTORATION. SEE DETAIL 1 /Cll FOR BEDDING AND BAOCFIII DETAIL �Fss�`ssB�� �` o
10NAL
0 3. SEE CIVIL SHEET C3.1 -C3.3 FOR NOTES AND DETAILS. w� EXPIRES 8/27/M
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES, NOTIFY
ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN.
5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS,
6. SEE SHEET C13 FOR FIRE SPRINKLER AND FIRE PROTECTION NOTE.
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9. SEE SHEET C13 FOR FIRE SYSTEM AND DOUBLE DETECTOR CHEq( INSTALLATION. BY -DATE �� UTILITY PLAN
. � DATE Wink
10. SEPARATE PLAN AND UTILITY PERMIT FOR OOCVA INSTALLATION FOR FIRE SPRNA(LFR SY$iEN
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WILL BE REOlAREO. °t�ONxOi D8 oATi� os -2o -2003 t
2 NENSIONS PER � OOIIME�fT'S 0118 10 103 in MCC 203046c3;
11. All PLUMBING AND MATERIAL WITHIN THE NEW BUILDING FOOTPRINT SHALL CONFORM TO UBC 1 REVISIONS PER wy r"re !� 12/03 0 osc ,• = 20� .mow_ •AM- LO
AND UPC CODES. No. IAxv�ow •Y DATE APPNW4M &UTs 7 m �Q =
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LITHIA HYUNDAI - RENTON
PORTION OF NE 1/4, NE 1/4 OF SECTION 19,11NP. 23 N, RGE. 5 E., W.M.
CITY OF RENTON, KING COUNTY, WAShYNCaTON
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'4'� / /WATER METE / / // �
D �:::�:��::::::::;`::'-...: � � � � ' � � � � � 1.0, SANITARY SEWER KEY NOTES .0.0'
PROMM 6@x 4V UN.
1100*0
- • a
-
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1000" � 1000, i AND PROVIDE AoatauL s-�.vc.
S• / PIPYrG AS NECESSARY
1.000 / �
� , 11-00' .0000P TO YK CONEC1N
/ / / FIELD VERIFY' Eb11NG
ELEVATION
.0000'
/ � OVER -BUILD EXISTING SIDE SEMER. e
� , � PROVIDE OL/MUIER SEPARATOR
UTILITY VAULT 660-SA OR EQUIVALENT.
0000, � , � � � / � / � FIELD 1�Y EbS11UG INVERT ELEVAiIOM.
� � i / / COORDWAIE IM1H VAULT SUPPLIER �.a��
� / TO SPECIFY 1' DROP BEiYEEII _ ..c1' N S. nil
THE CONTRACTOR SHALL BE RESP0IISIBLE FOR VERIFYING THE LOCATION, AND
DEPTH OF ALL DOM UlLITIES VEM NO ON TyI' .1 PLANS OR NOT BY POT
HOLING THE U71UM AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR T
CONSTRUCTION. THIS SHALL INCLUDE, CALLING UTILITY LOCATE AT 1- 800 - 424 -5555 AND
THEN POT HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY
VERFY IMNETHER OR NOT CONFLICTS EAST. LOCATIONS OF SAID UTILITIES AS StiOM�l ON
THESE PLANS ARE BASED UPON THE UNVENFIED PUBLIC INFORMATION AND ARE S19 CT
Tn VARIATION. F CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AH11L INC
o NO. 60 TO RESOLVE ALL PROBLEMS PRIOR M PR WITH CONSTRUCTION.
NORTHING: 175890.972
FASTING: 1298016.470
Z NO. 63
NORTHING: 175977.250
EASTING: 1300794.412
V ENCHM6M
PER CITY OF RENTON SURVEY CONTROL NETWORK BENCH NO. 1920
DESCRIBED AS A 3' BRASS DISK STA APED "KING COUNTY SURVEY
MONUMENT EN -61 1973" LOCATED It'.' SIDEWALK ON THE WEST SIDE
i OF RAINIER AVE. AT NORTH SIDE OF SOUTHERLY DRIVE TO BUILDING
AT 604 RAINIER AVE, SOUTH (KENTUCKY FRIED CHICKEN).
BASIS OE BEARINGS
NORTH 89'42'36" WEST FOR NORTH LINE OF
THE NORTHE4.73 QUARTER OF SECTION 19,
TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.,
PER SHOER PLAT FILE WITH KING COUNTY
RECORDER UNDER NO. 9309219015.
mom INLET AND OUTLET ELEVATION. o�'�, �� '''�►C�`
I. TERMINATE PIPING 5' FROM BUILDING UNLESS OTHERWISE NOTED. SEE MECHANICAL PLANS
FOR HORIZONTAL AND VERTICAL STUB LOCATIONS AND CONTINUATION AT BUILDING.
2. SEE DETAIL 2/C12 FOR BEDDING AND BACK U PIPE IN TRENCHES FOR F<I'JUBLE PAVEMENT D o
RESTORATION. SEE DETAIL 1 /Cll FOR BEDDING AND BAOCFIII DETAIL �Fss�`ssB�� �` o
10NAL
0 3. SEE CIVIL SHEET C3.1 -C3.3 FOR NOTES AND DETAILS. w� EXPIRES 8/27/M
4. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES, NOTIFY
ENGINEER IF ANY LOCATION DIFFERS FROM THAT SHOWN ON THE PLAN.
5. SEE DETAIL 6/C2.1 FOR SEWER CLEAN OUTS,
6. SEE SHEET C13 FOR FIRE SPRINKLER AND FIRE PROTECTION NOTE.
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7. ALL ununEs � a�vA� u�u.Ess oTMERw�sE Hokin. ����"�� _I TO CITY STANDARDS
II I �'I
9 D�PA�T�NT OF PUBLIC WOitILY
8 SFF SHEET C2 A FAR STORM INVERT FI FVu?W�IC �... J
9. SEE SHEET C13 FOR FIRE SYSTEM AND DOUBLE DETECTOR CHEq( INSTALLATION. BY -DATE �� UTILITY PLAN
. � DATE Wink
10. SEPARATE PLAN AND UTILITY PERMIT FOR OOCVA INSTALLATION FOR FIRE SPRNA(LFR SY$iEN
O
C3.0 Z
m
WILL BE REOlAREO. °t�ONxOi D8 oATi� os -2o -2003 t
2 NENSIONS PER � OOIIME�fT'S 0118 10 103 in MCC 203046c3;
11. All PLUMBING AND MATERIAL WITHIN THE NEW BUILDING FOOTPRINT SHALL CONFORM TO UBC 1 REVISIONS PER wy r"re !� 12/03 0 osc ,• = 20� .mow_ •AM- LO
AND UPC CODES. No. IAxv�ow •Y DATE APPNW4M &UTs 7 m �Q =
SCANNED NOV C �,,,,� w cc' Cw/7 0 7 zoo3
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LITHIA HYUNDAI - RENTON
P09T10N OF W 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M.
CRY OF RENTON, KING COUNTY, WASHINGTON
SANITARY SEWER NOTES & SPEC FICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF
THE CI?Y OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
30 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON,, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS,
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR,
9. BACKFILL SHALL. 'BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER
TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL. BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL
BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING
ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH
SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHAILL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID LIN A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TREN ^,H BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE Aj'D BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
30349 SDR 35, OR DUCTILE IRON CLASS 50,
15. IN UNIMPROVED AREAS, MANHOLE TO EXPEND MINIMUM 6 INCHES AND MAXIMUM 12 INCA ES
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
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DIRFARTURNT OF PUBLIC WORKS
UTILITY NOTES & DETAILS Mal
09090M D8 DATEI 06 -20 -2003 FEE � ' 203046c31
Ott 10 MCC
DirlO 9/12/03
Of1E0Kta DSG EGALE' NTS � Boom _ PA46 _
SY A'M. DATE APPROVER w YETI 8 I 10
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LITHIA HYUNDAI - RENTON
P09T10N OF W 1/4, NE 1/4 OF SECTION 19, TWP. 23 N., RGE. 5 E., W.M.
CRY OF RENTON, KING COUNTY, WASHINGTON
SANITARY SEWER NOTES & SPEC FICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF
THE CI?Y OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS.
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD SPECIFICATIONS FOR MUNICIPAL
PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS.
30 ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID
DAMAGE OR DISTURBANCE.
4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER
RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
6. PLANS APPROVED BY THE CITY OF RENTON,, PUBLIC WORKS DEPARTMENT SHALL TAKE
PRECEDENCE OVER ALL OTHER PLANS.
7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS
IN PROGRESS,
8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS —BUILT DRAWING OF THE
SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL
ENGINEER OR LICENSED PROFESSIONAL SURVEYOR,
9. BACKFILL SHALL. 'BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER
TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE
DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
THE FILL OVER PIPE SHALL. BE THE SAME AS DESCRIBED.
10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL
BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING
ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH
MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH
SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS.
11. DATUM SHAILL BE CITY OF RENTON, 1988 NAVD.
12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE
COMPLETION OF CONSTRUCTION.
13. ALL PIPE AND APPURTENANCES SHALL BE LAID LIN A PROPERLY PREPARED FOUNDATION IN
ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE
TREN ^,H BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND
COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH
OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING
SHALL BE PEA GRAVEL 6 INCHES ABOVE Aj'D BELOW THE PIPE.
14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D
30349 SDR 35, OR DUCTILE IRON CLASS 50,
15. IN UNIMPROVED AREAS, MANHOLE TO EXPEND MINIMUM 6 INCHES AND MAXIMUM 12 INCA ES
ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH
PAVING.
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