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HomeMy WebLinkAboutS-219601mg)V [9Qo I I , �Q \Ao a I I o0 L-A IL E�T3 oa I - o,' \� �aG I I zi 7 �4 - SCALE. V = 100' 6 100 200 300 MERIDIAN CITY OF P.ENTON SURVEY CONTROL NETWORK - HAD 1983/1991, WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, CONTROLLING MONUMENTS: No. 60 N 1/4 CORNER SECTION 19 T23N EDE WM No. 659 CASED PIPE AT INT. OF S PUGET DR. & BENSON DR. S No, 1898 RR SPIKE AT INT, OF SHATTUCK AVE. S. & S. 6th ST. DATUM: CITY OF RENTON SURVEY CONTROL NETWORK - HAVE 1988 AS ESTABLISHED BY TRIAD ASSOC. FOR THE CITY OF RENTON. CONTROLLING BENCHMARKS- NATIONAL GEODETIC SURVEY (NGS) BENCH MARK BRASS DISC, NOS ARCHIVE N0. SY0624 STAMPED 462 1973° SET VERTICALLY IN THE SOUTHERLY FA OF 0 CE THE EI ?IrK WALL OF THE US_ POST OFFICE MAIL HANDLING BUILDING, APPROXIMATELY 1.5' EASTERLY OF THE SOUTHWEST CORNER OF THE BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND. No_ 673 TOP OF CASED MON. 12N. OF INT. OF MORRIS AVE. S & S. 2nd ST. ELEV. = 9.943 M. OR 32621 FL Engineering r A Planning Surveying Penhallegon_ Associates Consulting Engineers, Inc. '!50 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827 -2014 P. A. C.E. JOB NO = 96403.00 Nwp_s7 -,®96 5 LINE SE1 N LINE NE1 - � SHEET 4i '4 SEC. 18 T23N ESE WM 7 / 14 590 19 T23N R97 E WM UNDERGROUND UTILITIES NOTE: THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY EXISTING DESIGN AND ASBUI LT MAPPING PROVIDED BY THE CITY OF P.ENTON AND OTHER PRIVATE UTILITY COMPANIES. BECAUSE OF THE INCOMPLETE MAPPING AVAILABLE PENHALLEGON ASSOC. HIGHLY RECOMMENDS THAT THE CITY AND ANY PRIVATE UTILITY COMPANY WITH UTILITIES IN THE AREA CHECK AND VERIFY UNDERGROUND LOCATIONS SHOWN ON THIS MAP BEFORE ANY DESIGN WORK BEGINS. PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:15,000. THIS IS A COMPUTER AIDED DRAWING - SPOT ELEVATIONS, DESCRIPTIONS & COORDINATES CAN BE FOUND ON SEPARATE LAYERS. QQOOG°�QD[QLQ�� K OOo V1;=JOL L W N0. NORTHING EASTING I DESCRIPTION (FB/PG) 612 I Q � I RIGHT -OF -WAY LINES RENTON CPS 612 III �I� mg)V [9Qo I I , �Q \Ao a I I o0 L-A IL E�T3 oa I - o,' \� �aG I I zi 7 �4 - SCALE. V = 100' 6 100 200 300 MERIDIAN CITY OF P.ENTON SURVEY CONTROL NETWORK - HAD 1983/1991, WASHINGTON COORDINATE SYSTEM OF 1983/1991, NORTH ZONE, CONTROLLING MONUMENTS: No. 60 N 1/4 CORNER SECTION 19 T23N EDE WM No. 659 CASED PIPE AT INT. OF S PUGET DR. & BENSON DR. S No, 1898 RR SPIKE AT INT, OF SHATTUCK AVE. S. & S. 6th ST. DATUM: CITY OF RENTON SURVEY CONTROL NETWORK - HAVE 1988 AS ESTABLISHED BY TRIAD ASSOC. FOR THE CITY OF RENTON. CONTROLLING BENCHMARKS- NATIONAL GEODETIC SURVEY (NGS) BENCH MARK BRASS DISC, NOS ARCHIVE N0. SY0624 STAMPED 462 1973° SET VERTICALLY IN THE SOUTHERLY FA OF 0 CE THE EI ?IrK WALL OF THE US_ POST OFFICE MAIL HANDLING BUILDING, APPROXIMATELY 1.5' EASTERLY OF THE SOUTHWEST CORNER OF THE BUILDING, LOCATED AT THE NORTHEASTERLY CORNER OF HOUSER WAY & WILLIAMS AVENUE S, APPROXIMATELY 4.0' ABOVE THE GROUND. No_ 673 TOP OF CASED MON. 12N. OF INT. OF MORRIS AVE. S & S. 2nd ST. ELEV. = 9.943 M. OR 32621 FL Engineering r A Planning Surveying Penhallegon_ Associates Consulting Engineers, Inc. '!50 SIXTH STREET SOUTH SUITE 200 KIRKLAND, WA 98033 (206) 827 -2014 P. A. C.E. JOB NO = 96403.00 Nwp_s7 -,®96 5 LINE SE1 N LINE NE1 - � SHEET 4i '4 SEC. 18 T23N ESE WM 7 / 14 590 19 T23N R97 E WM UNDERGROUND UTILITIES NOTE: THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. ANY UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY EXISTING DESIGN AND ASBUI LT MAPPING PROVIDED BY THE CITY OF P.ENTON AND OTHER PRIVATE UTILITY COMPANIES. BECAUSE OF THE INCOMPLETE MAPPING AVAILABLE PENHALLEGON ASSOC. HIGHLY RECOMMENDS THAT THE CITY AND ANY PRIVATE UTILITY COMPANY WITH UTILITIES IN THE AREA CHECK AND VERIFY UNDERGROUND LOCATIONS SHOWN ON THIS MAP BEFORE ANY DESIGN WORK BEGINS. PENHALLEGON ASSOC., INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT AND THEREFORE DOES NOT PURPORT TO SHOW ALL EASEMENTS OF RECORD ALL MONUMENTS INDICATED AS FOUND WERE RECOVERED DURING THE COURSE OF THIS SURVEY AT THE DATE SHOWN IN THE SURVEYORS CERTIFICATE, UNLESS OTHERWISE NOTED. A 2" GEODIMETER 400 SERIES INSTRUMENT WAS UTILIZED TO PERFORM ANGULAR AND LINEAR MEASUREMENTS, UNLESS OTHERWISE NOTED. TRAVERSE CLOSURES WERE BETTER THAN 1:15,000. THIS IS A COMPUTER AIDED DRAWING - SPOT ELEVATIONS, DESCRIPTIONS & COORDINATES CAN BE FOUND ON SEPARATE LAYERS. QQOOG°�QD[QLQ�� K OOo V1;=JOL L W N0. NORTHING EASTING ELEV_ DESCRIPTION (FB/PG) 612 181145.64 1306096.11 RIGHT -OF -WAY LINES RENTON CPS 612 1333 181190.68 1295717.13 W RENTON CPS 1333 50 175890.99 1298012.66 GUY ANCHOR RENTON CPS 60 1 /4MON 1898 176367.50 1299156.69 GAS LINE UNDERGROUND POWER LINES RENTON CPS 1898 ® SHATTUCK AVE S & S 6TH ST UGT UNDERGROUND TELEPHONE LINES ❑ TELEPHONE /TV RISER 34 175877.32 1300674.52 --¢- STREET LIGHT 619 54A SE CORNER SEC 18 -23 -5 35 173221.28 1300640.30 619.54.2 S- 1 /4MON SEC 19 -23 -5 o MAILBOX 45 '176905.64 1300117.25 DECID. TREE INT. S 5th ST & SMITHERS AVE S 1 36 'I 7691,180 7299801.29 619A -09.1 MON 4 S 5th ST & MORRIS AVE S 46 176899.:10 1300428.19 ANGLE PT ® S 5th ST & BURNETT AVE S (W) 37 176893.41 1300505.84 619A.09.2 MON ® S 5th ST & BURNETT AVE S (E) 2 175885.10 1299146.04 619.04 .2 MON @ S 7th ST & SHATTUCK AVE S 22 175881.82 1299778.10 619.15.4 CASED HUB ® S 7th ST & MORRIS AVE S 12 175880.19 1300094.17 619.14 ,3 CASED HUB (ii, S 7th ST & SMITHERS AVE S 39 176346.62 1300104.40 619.111 MON @) S 6th ST & SMITHERS AVE S 4 176353.89 1299788.60 27.71 619.04.4 MON @ S 6th ST & MORRIS AVE S 61 176363.19 1299356.64 102 +00.00 S. 6TH ST. - SET P.K. NAIL W/ WASHER 62 176358.89 1299556.59 104 +00.00 S. 6TH ST. 63 176354.58 1299756.55 106 +00.00 S. 6TH ST. 64 176350.03 1299956.50 108 +00.00 S. 6TH ST. 65 300156.44 106 +00.00 S. 6TH ST. 66 w 00356.39 110 +00.00 S. 6TH ST. - 67 00400 -53 112 +44.16 S. 6TH ST. - A WATER VALVE CENTER LINES b- HYDRANT REVIEW FOR COMPLIANCE TO CITY'S STANDARDS / :� - 7 9G PROPERTY LINES ® WATER METER - - - - - -- RIGHT -OF -WAY LINES ® Q MANHOLES (SS /SD) - - -- -- DITCH LINES/ FLOW El CB W WATER LINE + O POWER /UTILITY POLE SS SANITARY SEWER LINE GUY ANCHOR SD STORM DRAIN LINE © POWER TRANSFORMER G UGP GAS LINE UNDERGROUND POWER LINES LEI M POWER TELEPHONE VAULT / UGT UNDERGROUND TELEPHONE LINES ❑ TELEPHONE /TV RISER tD GAS VALVE --¢- STREET LIGHT SPOT ELEVATION a SIGN o MAILBOX ROCKERY DECID. TREE ® FOUND CASED MONUMENT x SET PK NAIL UNLESS OTHERWISE NOTED RECOMMENDED FOR APPROVAL WASTEWATER UTILITY DATE REVIEW FOR COMPLIANCE TO CITY'S STANDARDS / :� - 7 9G oNU TY MS DIRECTOR 'DATE MAI ENANC SERVICES DIRECTOR DATE ROLL'149 357 � 4t �s I i - P.r ,S-2ICl (Do/ CITY OF RENTON SOUTH 6TH STREET SANITARY SEWER REPLACEMENT PROJECT ( SHATTUCK AVE. S. TO BURNETT AVE. S ) DESIGNED: DAIS: Di 18!96 FILE IIAFIF. : 5E111- -SRV DOA WN: FW GNECKED SCALE: I" 0 FIELD BK.: 582 P,.. A1.1- DATE APPROVED: SHEE, I I ?F: 11