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Home My WebLink AboutS-340301Horizontal Control :a 14, ai N:: NOT TO SCALE Civil Sheet Index Basis of Bearing A Portion of the SE 1/4 of the SE 1/4 of Section 18, Township 23 N, Range 5 E W.M. TBM N. 178,048.990 s syy B TOP SE FLANGE E. 1,299,198.120 y _ °. N FOUND TACK IN W 1.0 WATER & SEWER PLAN & PROFILE RECORD OF SURVEY, RECORDING N0. FOUND BRASS CAP WITH P . ............. . .... - - ... - - .............. _ ...... ........ ° ® .... PI I W 1.1 WATER & SEWER DETAILS &NOTES RECORDS OF THE KING Blakey Townhomes - COUNTY AUDITOR COUNTY IJ j \/ Y Y `J ►7 °ax m Civil Engineer nd Specifications x W o W m o o W o o W N a LPD ENGINEERING, PLLC 7936 SEWARD PARK AVE S FOUND 3' BRASS DISK STAMPED 'KING COUNTY SURVEY ON THE WEST 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS ° h SEATTLE. WA 98118 MONUMENT EN -61 1973' IN SIDEWALK SIDE OF RAINIER AVE SOUTH. LOCATED NORTH SIDE OF AND SPECIFICATIONS. w ° �' ,� " o `� �' `� `� " dN'" F ", m N PH. (206) 725 -1211 FAX. (206) 973 -5344 SOUTHERLY DRIVEWAY TO BUILDING AT 604 RAINIER 'STANDARD W : - o a : o w ° ± w _ + CD O~Z N ONZ ONZ < < <`" < CONTACT: STEVE HATZENBELER AVENUE SOUTH. ELEV= 27.867 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION' PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS � � W � -30 3 w 3 0 _ F w ,� �,q 3 0 ¢ m w - " - ..� moo• . .. - N _ Surveyor ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. LL°a F m " �" "` mom"'° `" �' `" m �' `° `" m `"i° `" '" "�" "' m �' �°- m N . -- 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S _ _ - SADL ER/ BARNARD & ASSOCIATES, INC. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR _ 3717 W. STEWART DISTURBANCE. 25 - - 25 PUYALLUP, WA 98371 PH. 253 848 -5170 ((253) c 4. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING - ,53.E @'POLYWRAPPED Df W : " ROPOSED GRADE w O FAX. 848 -5246 CONTACT: ERIC ISAACSON NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE - - (-�C� : AT STATION EXISTING GRADE LINE 'c OF THE CITY OF RENTON.) R SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC AT STATION LINE 124 L F8° PVC SDR35 SS 0 1.07 it 0 WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 20 20 n Description 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION - -- 0 10 20 - 40 r �e al AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. _ >' LOTS 2 AND 3, BLOCK 1, OF GUNN'S ADDITION TO RENTON. ACCORDING TO THE PLAT THEREOF _Y RECORDED IN VOLUME 17 OF PLATS, PAGE 76, IN KING COUNTY . WASHINGTON. TO OBTAIN STREET USE AND ANY OTHER N Scale 1'=20' H 1 "=5'V: m 113 Fn Vicinity Map 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR RELATED PERMITS PRIOR TO ANY CONSTRUCTION. _ _ 15 _ NOT TO SCALE 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE 10+00 10+50 11+00 11+50 Water and Sewer Profile Horizontal Control :a 14, ai N:: NOT TO SCALE CITY OF RENTON SURVEY T TBM N. 178,048.990 s syy B TOP SE FLANGE E. 1,299,198.120 y y N N FOUND TACK IN _ m N 00'16'27' W Sy P FOUND BRASS CAP WITH P PUNCH I PI I MARK IN CASTING (12/06/06) I I I I (BASIS OF BEARINGS ROS 20050606900003) Call 3 Working Days Before You DIGI Di. D 1 -800- 424 -5555 • Checked for Compliance to City Standards • NC700at, 606411/ j I tvl o� OVER ALL OTHER PLANS. ; ,l -,.- - 7 U &t B. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS INJ� PROGRESS. 9. 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. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE='"° I 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. - ;�' * rthk {r 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFlLLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT f3 tdR9 SHALL BE NEATUNE CLIFF 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. 12, DATUM SHALL P'E CITY OF RENTON, 1988 NAVD UNLESS OTHERWISE SHOWN. 13. 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. Ex-Fm- 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE 3 WITH SECTION 7 -17.3 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE N TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING m o MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALI BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. o 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SOR 35, U OR DUCTILE IRON CLASS 50 UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE 9 +75 FINISHED GRADE. IN PAVED AREA COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LPD ENGINEERING, PLLC STA 10 +00 N 9908.83 E 4684.53 SSiIM-I 54 a STA 10 +10.20, 1 RT r INSTALL SSMH ON EX SS MAIN PER CDR STD DWG 8072 RIM 27.20 IE 21.87 (EX 8° SS) EX WATER METER TO BE ABANDONED. REFER TO DEMO PLAN 185 UTILITY EASEMENT FOR SEWER AND WATER Awl ...._. ; pxr zc >1 rt 1_l d,i f t > t tl "rk% IW 6 ,t F.K 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 PH: 206.725.1211 FAX: 206.973.5344 NO. REVISION ROLL i - - 13 z Ala SZ�� nw�oQ �oj+"i 1 o3l�oz z�s i I � wow m ; �I 13 LF II POLY PED 4WI�- 00 fROV TA.W hV .fit [0 s�T t f P c.�. ✓; 87' c 20 0 10 20 40 Scale 1' =20' _ h o °m m Fn.- 2ZC° -i1Z iY0 mN z ¢ [VN OW -¢°x Dl � t w ¢30 ±y Q,s NO ±� �>00 +Nbi�n 1 -iimin I-n cim Qm zjdfJl�oow a3 ¢mw ZZ F3o�mw X30 ¢mz "'m / f. iZ' aoa STA 11 +49.96 1I y v n N m ___1 N 9909.38 - - - g''- - 1�19A'6' v - E 4834.49 _. AM ess _MIN R 'OR - 76 -1 (TYP TIE 23.0 (4' E 23.5 (4 °) TIE 2 5 (4� 23.0 (4' Unit 1 Unit 2 Unit 3 Ul FF- 27.67 _ FF27.67 FF- 27.67 FF -- - �N89'47 9 E1 SAVE & PROTECT EX WATER METER TO REMAIN NotPS IE 24.0 (4� Viii 26 LF 4' SS 0 2% M11 I OW OF 3) 4 Unit 5 .67 F 2 I F i... fllliG = -� i 1. SIZE OF WATER METER & SERVICE LINE TO BE DETERMINED BY SPRINKLER CONTRACTOR SINCE EACH UNIT WILL REQUIRE A FIRE SPRINKLER SYSTEM t r 2. COORDINATE EXACT LOCATION OF EACH 4° SIDE E rI 103 Ir = 2 .4s SEWER CONNECTION W/ BUILDING PLUMBING DESIGN. IE AS NOTED. INSTALL 6 °x4' REDUCER AT SOUTH EDGE OF SS ESMT - I I STA 10 +30.57, 1' RT PER CDR STD 1 DWG NO 8072 RIM 27.1 IE 23.11 ro 7.5 LF 6° SS 0 2.0% MIN PER CDR 8078 W/ 4 "x6" i REDUCER AT END OF SS STUB (TYP OF 5) 2' WATER SERVICE CONTRACTOR TO COORDINATE EXACT LOCATION WITH PLUMBER (TYP) SEE NOTE 1 i 18 LF 4" SS 0 2% MIN 4" SIDE SEWER CONNECTION CONTRACTOR TO COORDINATE LOCATION WITH PLUMBER (TYP) SEE NOTE 2 I I I So(Ah nth Street AXth`ll sw_,3 :fi? 997f : JAY•Y>" CITY OF Blakey Townhomes 08 -02 -07 o SEH /WP "°°a°°"' RENTON 604 Morris Avenue S .JL ED Renton, WA 98055 °"ENp1 DATUM �" "� Lip ` ,A' 1 •O Planning/Building/Public Works Dept. Water & Sewer Y9 I APPR P Plan &Profile s `6 X05 -!40301 OFID1)3? 7 A- NNHNAA F! R 4 &10 4 LPD ENGINEERING, PLLC STA 10 +00 N 9908.83 E 4684.53 SSiIM-I 54 a STA 10 +10.20, 1 RT r INSTALL SSMH ON EX SS MAIN PER CDR STD DWG 8072 RIM 27.20 IE 21.87 (EX 8° SS) EX WATER METER TO BE ABANDONED. REFER TO DEMO PLAN 185 UTILITY EASEMENT FOR SEWER AND WATER Awl ...._. ; pxr zc >1 rt 1_l d,i f t > t tl "rk% IW 6 ,t F.K 7936 SEWARD PARK AVENUE S. SEATTLE, WASHINGTON 98118 PH: 206.725.1211 FAX: 206.973.5344 NO. REVISION ROLL i - - 13 z Ala SZ�� nw�oQ �oj+"i 1 o3l�oz z�s i I � wow m ; �I 13 LF II POLY PED 4WI�- 00 fROV TA.W hV .fit [0 s�T t f P c.�. ✓; 87' c 20 0 10 20 40 Scale 1' =20' _ h o °m m Fn.- 2ZC° -i1Z iY0 mN z ¢ [VN OW -¢°x Dl � t w ¢30 ±y Q,s NO ±� �>00 +Nbi�n 1 -iimin I-n cim Qm zjdfJl�oow a3 ¢mw ZZ F3o�mw X30 ¢mz "'m / f. iZ' aoa STA 11 +49.96 1I y v n N m ___1 N 9909.38 - - - g''- - 1�19A'6' v - E 4834.49 _. AM ess _MIN R 'OR - 76 -1 (TYP TIE 23.0 (4' E 23.5 (4 °) TIE 2 5 (4� 23.0 (4' Unit 1 Unit 2 Unit 3 Ul FF- 27.67 _ FF27.67 FF- 27.67 FF -- - �N89'47 9 E1 SAVE & PROTECT EX WATER METER TO REMAIN NotPS IE 24.0 (4� Viii 26 LF 4' SS 0 2% M11 I OW OF 3) 4 Unit 5 .67 F 2 I F i... fllliG = -� i 1. SIZE OF WATER METER & SERVICE LINE TO BE DETERMINED BY SPRINKLER CONTRACTOR SINCE EACH UNIT WILL REQUIRE A FIRE SPRINKLER SYSTEM t r 2. COORDINATE EXACT LOCATION OF EACH 4° SIDE E rI 103 Ir = 2 .4s SEWER CONNECTION W/ BUILDING PLUMBING DESIGN. IE AS NOTED. INSTALL 6 °x4' REDUCER AT SOUTH EDGE OF SS ESMT - I I STA 10 +30.57, 1' RT PER CDR STD 1 DWG NO 8072 RIM 27.1 IE 23.11 ro 7.5 LF 6° SS 0 2.0% MIN PER CDR 8078 W/ 4 "x6" i REDUCER AT END OF SS STUB (TYP OF 5) 2' WATER SERVICE CONTRACTOR TO COORDINATE EXACT LOCATION WITH PLUMBER (TYP) SEE NOTE 1 i 18 LF 4" SS 0 2% MIN 4" SIDE SEWER CONNECTION CONTRACTOR TO COORDINATE LOCATION WITH PLUMBER (TYP) SEE NOTE 2 I I I So(Ah nth Street AXth`ll sw_,3 :fi? 997f : JAY•Y>" CITY OF Blakey Townhomes 08 -02 -07 o SEH /WP "°°a°°"' RENTON 604 Morris Avenue S .JL ED Renton, WA 98055 °"ENp1 DATUM �" "� Lip ` ,A' 1 •O Planning/Building/Public Works Dept. Water & Sewer Y9 I APPR P Plan &Profile s `6 X05 -!40301 OFID1)3? 7 A- NNHNAA F! R 4 &10 4 AM ess _MIN R 'OR - 76 -1 (TYP TIE 23.0 (4' E 23.5 (4 °) TIE 2 5 (4� 23.0 (4' Unit 1 Unit 2 Unit 3 Ul FF- 27.67 _ FF27.67 FF- 27.67 FF -- - �N89'47 9 E1 SAVE & PROTECT EX WATER METER TO REMAIN NotPS IE 24.0 (4� Viii 26 LF 4' SS 0 2% M11 I OW OF 3) 4 Unit 5 .67 F 2 I F i... fllliG = -� i 1. SIZE OF WATER METER & SERVICE LINE TO BE DETERMINED BY SPRINKLER CONTRACTOR SINCE EACH UNIT WILL REQUIRE A FIRE SPRINKLER SYSTEM t r 2. COORDINATE EXACT LOCATION OF EACH 4° SIDE E rI 103 Ir = 2 .4s SEWER CONNECTION W/ BUILDING PLUMBING DESIGN. IE AS NOTED. INSTALL 6 °x4' REDUCER AT SOUTH EDGE OF SS ESMT - I I STA 10 +30.57, 1' RT PER CDR STD 1 DWG NO 8072 RIM 27.1 IE 23.11 ro 7.5 LF 6° SS 0 2.0% MIN PER CDR 8078 W/ 4 "x6" i REDUCER AT END OF SS STUB (TYP OF 5) 2' WATER SERVICE CONTRACTOR TO COORDINATE EXACT LOCATION WITH PLUMBER (TYP) SEE NOTE 1 i 18 LF 4" SS 0 2% MIN 4" SIDE SEWER CONNECTION CONTRACTOR TO COORDINATE LOCATION WITH PLUMBER (TYP) SEE NOTE 2 I I I So(Ah nth Street AXth`ll sw_,3 :fi? 997f : JAY•Y>" CITY OF Blakey Townhomes 08 -02 -07 o SEH /WP "°°a°°"' RENTON 604 Morris Avenue S .JL ED Renton, WA 98055 °"ENp1 DATUM �" "� Lip ` ,A' 1 •O Planning/Building/Public Works Dept. Water & Sewer Y9 I APPR P Plan &Profile s `6 X05 -!40301 OFID1)3? 7 A- NNHNAA F! R 4 &10 4