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HomeMy WebLinkAboutS-354801LU 0 O J I -L. z O N z W Z W W LLJ O W x U7 o- L� U7 D_ W L m W J c A PORTION OF THE SE 1/4 SEC. 4, TWP. 23N., RGE. 5 E, W.M. S 88 °1701 "E ]00.1' SOU'F,y LINE OF N 112 NE 114 NE 114, BE 114 SEC. 4, TWO. 23N., RGE. 5 E I 3 PARALLEL 6' PVC SIDE SEWERS s 82 l n 434.83 6] i. SEPARATION BETWEEN PIPES. IF m r T ) SEWER MAIN O�V 43334 -- - - - - -- n Q� ASPHALT PAVING SURVEYLEGEND: Z y .1 POWER POLE W /UNDERGROUND O � a " U) . 0 POWER POLE W1 TRANSFORMER w A AND LIGHT b -d- POWER POLE W/ TRANSFORMER O SANITARY SEWER MANHOLE m CATCH BASIN O SD STORM DRAIN CLEANOUT ( CULVERT R FIRE HYDRANT IB .433.28 6 611434.00 WATERVALVE GRAPHIC SCALE - ROCKERY sx SIGN 2L0�I0�10 20 POST 43359 _.: Rk + SET BENCHMARK D SET HUB AND TACK ® FOUND MONUMENT IN CASE \ bd 434,40 I SET REBAR AND CAP "AXIS 3BOI I" p� O� 1" = 20' O FOUND REBAR AND CAP AS NOTED A3�ss FEE FINISHED FLOOR ELEVATION SHED WA GATE m 2 SEWER SERVICE y� sne 434' \ 1 DITCH LINE m SS SANITARY SEWER LINE —SD —SD— STORM DRAIN LINE P P POWER LINE — UP -UT O.H. POWER AND TELECOMM. W W 44 3.23 —G— GAS LINE — X— J(------- X— K— X—C+LE CHAIN LINK FENCE LINE O B WOOD FENCE LINE --- - -- --- bd --------- - - - - -- SAWCUT LINE S 7J 43 ;i CONCRETE PAVING ASPHALT PAVING t BUILDINGS 1355 B> 8433 4 •�::. P 433.45 N88 °17'01 "W 1001 ''l, its e0 iltl s ILI dw 14a 991 Do o �� o Q /yy ssc0 (TYP) ... I 3 PARALLEL 6' PVC SIDE SEWERS (k AT 1.00°0 (MIN.). PROVIDE V i. SEPARATION BETWEEN PIPES. IF m r T ) N STORM) t (STORM) SEWER)OAM/ CKING PIPES PER WqDARDS 2O` P INS ALL 10-67 N 26 ,,9 HYDRANT TO FIRE 16 HYDRANT TO WITHIN 300' OF FARTHEST 9° i LOT PER CITY OF 'I RENTON STANDARDS PER ATTACHED 1 DETAIL . .. JOHN THE SEWER GUYS MEASURMENTS SSCO (TYP.) REQUIRED EVERY 100' REVISION �zn SEWER SERVICE w SANITARY SEWER MANHOLE SEWER MAIN SEWER SERVICE -- - - - - -- n ASPHALT PAVING SURVEYLEGEND: .1 POWER POLE W /UNDERGROUND j a " -Q- POWER POLE W1 TRANSFORMER REVISION 0 Amommm CONTACT LIST: OWNERIDEVELOPER: DOUG LEADBETTER 1919 SHELTON AVE NE RENTON, WASHINGTON 98056 (425) 306 -4140 ENGINEER: KEITH A. LITCHFIELD, PE LITCHFIELD ENGINEERING 12840 81ST AVE NE KIRKLAND, WASHINGTON 98033 (425) 821 -5038 SURVEYOR: BUILDERS CONSULTING & SURVEYING 43108 BE 134TH CT. NORTH BEND, WA 98045 (425) 831 -7555 CONTACT: WILLIAM J. SHIPLEY, PLS Call 2 Working Days Before You Dig 1- 800 - 424 -5555 Utilities Underground Location Center ID,MT,ND,OR,WA CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY HOT BE ACCURATE ORALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBIUTYTO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. SURVEY NOTE: EXISTING SURVEY FEATURES. BOUNDARY AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS WFORMATION IS BELIEVED TO BE RELIABLE, LITCHFIELD ENGINEERING CANNOT ENSURE THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR MY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE ORAWMOS AS A RESULT. 4a 1" ='20' I ONE xpl :.I R FULL SCNE IF NOF ME NCH s KCNINNXY Y wMU New I YpB Au Rw 1=0 1"I I(! ) DATUM CITY OF RENTON inning /Building /Public Works Dept. 9 WAY NE 27TH ST N. NE 25TH PL 2 �.. N 21STST Qm NE 18TH 0 SITE W - °w y N NE 12TH Si W R NEPA�D w O Z W � O VICINITY MAP (NOT TO SCALE) TABLE OF CONTENTS: 1 COVER SHEET 2 SANITARY SEWER EXTENSION PL/IN & PROFILE, FIRE HYDRANT, & CONSTRUCTION DETAILS 3 NOTES & DETAILS LEGAL DESCRIPTION: THE NORTH 224 FEET OF THE WEST 100 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION A TOWNSHIP23 NORTH, RANGE 5 EAST, WILLAMETE MERIDIAN, INKING COUNTY, WASHINGTON,' EXCEPT THE SOUTH 90 FEET THEREOF. BASIS OF BEARING: MONUMENTS FOUND IN THE CENTERLINE OF NE 19th STREET. CITY OF RENTON SHORT PLATEY CRAMER NORTHWEST INC. VOL, 193, PG. 147 REFERENCES: REF. 1 CITY OF RENTON SHORT PLAT BYKENNETH J. OLYER, VOL. 111, PG. 209 REF CITY OF RENTON BOUNDARYL INEADJUSTMENT VOL. 110, PG. 179 BENCHMARK AND DATUM: DATUM NGVD29 IS FOR FLOOD CONTROL DATUM NAV088 IS FOR NON FLOOD CONTROL KING COUNTY SURVEY CONTROL DATABASE POIN7ID NO. 6230, POINT NAME DESIGNATION RENT716. CONCRETE MONUMENT IN THE INTERSECTION OFNE 191h ST. AND UNION AVE. ELEVATION 43728 NAVD 88 SURVEY NOTES: THIS IS A TOPOGRAPHIC SURVEY Oft Y NO PROPERTY CORNERS HAVE BEEN SET AND LINES SHOWN FOR PROPERTYARE FOR GRAPHIC PURPOSE ONLY A BOUNDARYSURVEYMUST BE DONE TO CONSIDER THESE LINES ACCURATE FOR LEGAL PURPOSE. =I RECOMMENDED FOR APPROVAL LITO BY rDATE: W q BY a GII br/ DArE: 24 to BY DATE: BY DATE: STAMP NOT VALID UNLESS SIGNED AND DATED 1/2010 LLEMBETIER SFR SEWER DMINSION P/EE COVER SHEET 1 V PROPOSEDLEGEND: SEWER SERVICE ® SANITARY SEWER MANHOLE SEWER MAIN SEWER SERVICE -- - - - - -- SAWCUT LINE ASPHALT PAVING SURVEYLEGEND: -4!5L POWER POLE W /UNDERGROUND CONDUIT AND TRANSFORMER -Q- POWER POLE W1 TRANSFORMER AND LIGHT -d- POWER POLE W/ TRANSFORMER O SANITARY SEWER MANHOLE ❑ CATCH BASIN O SD STORM DRAIN CLEANOUT ( CULVERT R FIRE HYDRANT IB WATER METER WATERVALVE _A � ROCKERY b SIGN POST + SET BENCHMARK Y( SET HUB AND TACK ® FOUND MONUMENT IN CASE SET REBAR AND CAP "AXIS 3BOI I" O FOUND REBAR AND CAP AS NOTED FEE FINISHED FLOOR ELEVATION GT GATE 4 SEWER SERVICE - - -D DITCH LINE SS SS SANITARY SEWER LINE —SD —SD— STORM DRAIN LINE P P POWER LINE — UP -UT O.H. POWER AND TELECOMM. W W WATERLINE _G —G— GAS LINE — X— J(------- X— K— X—C+LE CHAIN LINK FENCE LINE O 0 WIDE WOOD FENCE LINE --- - -- --- SEWER FORCE MAIN --------- - - - - -- SAWCUT LINE CONCRETE PAVING ASPHALT PAVING BUILDINGS GRAVEL SURFACE 0 Amommm CONTACT LIST: OWNERIDEVELOPER: DOUG LEADBETTER 1919 SHELTON AVE NE RENTON, WASHINGTON 98056 (425) 306 -4140 ENGINEER: KEITH A. LITCHFIELD, PE LITCHFIELD ENGINEERING 12840 81ST AVE NE KIRKLAND, WASHINGTON 98033 (425) 821 -5038 SURVEYOR: BUILDERS CONSULTING & SURVEYING 43108 BE 134TH CT. NORTH BEND, WA 98045 (425) 831 -7555 CONTACT: WILLIAM J. SHIPLEY, PLS Call 2 Working Days Before You Dig 1- 800 - 424 -5555 Utilities Underground Location Center ID,MT,ND,OR,WA CAUTION: LOCATION OF EXISTING UTILITIES SHOWN IS APPROXIMATE AND MAY HOT BE ACCURATE ORALL INCLUSIVE. IT IS THE CONTRACTOR'S RESPONSIBIUTYTO FIELD VERIFY LOCATION AND DEPTH OF UTILITIES PRIOR TO PROCEEDING WITH CONSTRUCTION. SURVEY NOTE: EXISTING SURVEY FEATURES. BOUNDARY AND TOPOGRAPHIC DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS WFORMATION IS BELIEVED TO BE RELIABLE, LITCHFIELD ENGINEERING CANNOT ENSURE THE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THAT INFORMATION OR FOR MY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE ORAWMOS AS A RESULT. 4a 1" ='20' I ONE xpl :.I R FULL SCNE IF NOF ME NCH s KCNINNXY Y wMU New I YpB Au Rw 1=0 1"I I(! ) DATUM CITY OF RENTON inning /Building /Public Works Dept. 9 WAY NE 27TH ST N. NE 25TH PL 2 �.. N 21STST Qm NE 18TH 0 SITE W - °w y N NE 12TH Si W R NEPA�D w O Z W � O VICINITY MAP (NOT TO SCALE) TABLE OF CONTENTS: 1 COVER SHEET 2 SANITARY SEWER EXTENSION PL/IN & PROFILE, FIRE HYDRANT, & CONSTRUCTION DETAILS 3 NOTES & DETAILS LEGAL DESCRIPTION: THE NORTH 224 FEET OF THE WEST 100 FEET OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION A TOWNSHIP23 NORTH, RANGE 5 EAST, WILLAMETE MERIDIAN, INKING COUNTY, WASHINGTON,' EXCEPT THE SOUTH 90 FEET THEREOF. BASIS OF BEARING: MONUMENTS FOUND IN THE CENTERLINE OF NE 19th STREET. CITY OF RENTON SHORT PLATEY CRAMER NORTHWEST INC. VOL, 193, PG. 147 REFERENCES: REF. 1 CITY OF RENTON SHORT PLAT BYKENNETH J. OLYER, VOL. 111, PG. 209 REF CITY OF RENTON BOUNDARYL INEADJUSTMENT VOL. 110, PG. 179 BENCHMARK AND DATUM: DATUM NGVD29 IS FOR FLOOD CONTROL DATUM NAV088 IS FOR NON FLOOD CONTROL KING COUNTY SURVEY CONTROL DATABASE POIN7ID NO. 6230, POINT NAME DESIGNATION RENT716. CONCRETE MONUMENT IN THE INTERSECTION OFNE 191h ST. AND UNION AVE. ELEVATION 43728 NAVD 88 SURVEY NOTES: THIS IS A TOPOGRAPHIC SURVEY Oft Y NO PROPERTY CORNERS HAVE BEEN SET AND LINES SHOWN FOR PROPERTYARE FOR GRAPHIC PURPOSE ONLY A BOUNDARYSURVEYMUST BE DONE TO CONSIDER THESE LINES ACCURATE FOR LEGAL PURPOSE. =I RECOMMENDED FOR APPROVAL LITO BY rDATE: W q BY a GII br/ DArE: 24 to BY DATE: BY DATE: STAMP NOT VALID UNLESS SIGNED AND DATED 1/2010 LLEMBETIER SFR SEWER DMINSION P/EE COVER SHEET 1 V