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HomeMy WebLinkAboutS-304301E"- 8 U) Ln I n IZ it wQ W IL V v+ Z I O J� Z Z H VJ W O m n O E_ U r , NWN (Z W � C 3 m C O a Y= 5 o E 0 0 0 o Z O to 0 0 v v � HIGHPOINTE II A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5E, W.M., KING COUNTY, WASHINGTON N� 14' (SB' PUBLI 'XISTG SSMH N: .."7725 SCALE 1 " =40' E 6602.743.._ STA. 0 +05.00; 6.00'RT 0 20 40 80 ! R4,' = 435.00 ��}--- ���- -- +.E. W6.22 ( ) CONACRM TO FIE lO 1iERIFY SSMH DATA PRIOR TO INSTALLATION t mil\ OF NEW SANITARY SEWER MAIN ( / OPP,I VERTICAL DATUM J - 4 -77' N89W'23" 470.0 " CITY OF RENTON v .. NAVE) 1988 67LF 8' 1 VC(80(735) O 0.50X G 8• (i�0.5G'f SSAIH TYPE�8 54• 1 \ L1 O.SO,S \ °El STA: 33.56: 8.'00 RT KKINGG COUNTY SURVEY CONTROL POINT JRENT1843. _ _ 0 StiE AIL ON SHEET 43 I LEUM BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. QF MfN.F.F, =436.0 2( ENE SET 1.1' BELOW TOP OF IRON MONUMENT CASE AND MIN.FF. =438.0 Mi,N.FF =437.5 pIP�LI COVER. -- - ELEVATION: 425.15' ,� STA. 2-105.85; EN 'aPoi< TE ROAD _z - - - - - - - - �W 10' PRIVATE` SANITARY SITE. 01 SEWER AND WATER SET PK NAIL 20' f NORTHEAST OF BRICK WALL EASEMENT 2.5'S OF TBC (12TH STREET), 11' W OF GAS METER °W Ia3 7 ELEVATION: 437.56' '� I SSMH JU TWEB SANITARY SEWER STUB TABLE LOT LOCATION LENGTH I.E. SLOPE REDMOND _AVE NE 1 STA:2 +97.5; 80.31T 17' 428.31 2.07 2 STA:2 +47.4; 8.5.81T 22" 428.16 2.07 3 STA.1 +81.4; 83.01T 22' 427.90 2.07 4 STA: 1 +02.3; 68.1'LT 29' 427.80 2.07 5 STA:0 +77.5; 63.41T 42' 427.86 2.07 PRIVATE ROAD 6 STA: 0 +97.0; 67.4RT 59' 432.51 207 7 STA: 1 +354 20.5RT 13' 431.79 207 8 STA: 1 +15 0; 18 5'LT 27' 431.97 2-OX 9 STA: 2 +13 0, 21.01T 29' 432.50 2_0Z 10 .STA -2 +39.2, 10.4'LT 23' 432.45 207 11 STA:2 +41.0; 8.0'RT 16' 432.31 207 12 STA:2 +10.0; 20.5RT 1 13' 1 432.16 1 2.07 �70' = R7VA'E STORM-, ORA7'v.Al•� EASEMENT -_ L - - - � �.r- i I -- - - - - -- ------------ I � �IR �\G�QO�� I " PuBI f" .SANI" ` y .cFWrF, EASEME "7-11 II / 0 PROPOSED STORM MANHOLE SECTION 4, TOWNS 23N, RANGE 5E, FOUND MONUMENT, 0 PROPOSED SEWER MANHOLE INCASED i4 PROPOSED GATE VALVE } PROPOSED FIRE HYDRANT . PROPOSED BLOW OFF 23 PROPOSED WATER METER EXISTING PAVING RECOANuMIDED FOR APPROVAL PROPOSED PAVING TRENCHING NOTES ����/� / By: %- Cdi» Date: -RW- RIGHT OF WAY LINE FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE By: Date: u - -EL- - EASEMENT LINE SANITARY SEWER MAIN. -PL- PROPERTY LINE ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. By: Date -440- EXISTING CONTOUR Date - W W T -z %� �0: By: .? W 1 (26' NE T. PRIVATE 14TH ST pPOpB��P,E F I" V0A 1 2� - 5 I i TRACT A° e 1 Cep' STORM F'ONQ POWERI ` TOWER, NORTH 114 CORNER OF SECTION 4, TOWNSHIP 23N, RANGE 5E, FOUND TACK '.': LEAD 3.3 WEST 1/4 CORNEF, OF- q . S89 '79 '27 "E 5790.24' SECTION 4, TOWNSHIP q 2300.52' 2672.09' 4 3 23N, RANGE 5F, - - - 3" BRASS DISC WITH 5 1306.05' 1306.04' "X ", INCASED EAST 114 CORNER OF SEC77ON 4, TOWNSHIP 23N, RANGE 5E, FOUND MONUMENT, INCASED J N `U v v w Z j w o w w � 0 0 o Z Z o z SITE 4 1312.79' 1372.79 4 3 g S89'00'23 "E 2625.58' 9 10 SOUTH 1/4 CORNER OF NORTHEAST 12TH STREET SOUTHEAST CORNER OF SEC17ON 4, TOWNSHIP SECTION 4, TOWNSHIP 23N, RANGE 5E, 23N, RANGE 5E, FOUND MONUMENT, FOUND DISK WITH INCASED INCASED HORIZONTAL CONTROL DIAGRAM 6" MIN. _ F6" MIN. 6* MIN. 6' MIN. 1/2 BLIND FLANGE AS DAM 1/2 PLUG AS DAM D-1-P. TEE CL50 MLENGTH OP DUCTILE. IRON PIPE (GLASS 50) TO SIXJD TOPICAL HE I- 2' MIN. ONE LENGTH OF DUCTILE IRON MARING m1EN SPAN t -- MANHOLE PIPE (CLASS 50) TO SOLID 5 MIXES THAN 4'. 6" MIN. BEARING MHEN SPAN Is MORE THAN FLEXIBLE MNT -10INT E I aNT 3ACKHLL l BACKHLL D M .OMPACTED MATERIAL < COMPACTED MATERIAL \S DIRECTED BY / s 6" MIN- As DIRECTED BY :NGNEER. J// I I o I �� ENGINEER. D.I.P. II.50 6' MIN. -I mW MIN. 4 SHACKLE RODS r CEMENT CONCRETE LlASS C POURED IN PLACE :LAENT SS CCBLOCKM:E90' BEND SOURED IN PLACE (TYTON U -651) DROP CONNECTION FOR SANITARY SEWERS N.T.S. �IW Qls 0 ZI° 1� J I I;a.�ll�cwauc - I 51 EXIST. EP DO// - /F�,1 /.�/ +.0 ,1..... -.,iE 842.73 3 lo EXIST. EP ' RW N: 2954.47501 1 E: 7625.18725 s-3o4301 SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 23N, RANGE 5E, FOUND DISK WITH PUNCH, INCASED CURVE TABLE NO. DELTA RADIUS LENGTH C1 28'57'78' 100.00 50.54 APPLICANT: KBS X, L.L.C. 12505 BEL -RED ROAD 11212 BELLEVUE, WA, 98005 PHONE: (206) 623 -7000 WIML AL rOR APPROVED EQUAIL SAALL BE INSTA_._ "' .,;; . . BO BELL AND SPIGOT ENDS OF EACR IF DROP PIPE LENGTR EXCEEDS 5 FEET 1 bII�I -E SPACING ° STEEL EXPAN- ' � X90' BEND 3/4 THE DIAMETER OF WE DGMNSTREAM PIPE INSIDE DROP CONNECTION TO 60' MANHOLE NTS O Centre 33639 9TH AVENUE SOUna N FEDERAL WAY, WA 98003 Pointe (253) 661 -1901 5 6 v Surveying JOB NO. 1059 F �A19�12 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 059'56.822" COUNTER - CLOCKWISE WAS APPLIED AT AN "X" SET IN A 3" DIAMETER BRASS DISK IN A MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH GRID COORDINATES AMERICAN DAPJM 19831991 WERE FOUND TO BEE 786406.967 % 1308734.226 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. CITY OF RENTON E>EPARTMENT OF PUBLIC. WORKS SANITARY SEWER EXTENSION PLAN DMGNM !-AB DATE 08/02/02 FIE NO. DRAWN PJP CHECKED 1 =40 FE7D BOOK PACE APPROVED 7 _OF 12 CD . - 3e,c731 SCANNED MAR 2'.8 2003 m �I zro ro � O ' �y ro 1I0 ay W W CII Q w g TRENCHING NOTES FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE SANITARY SEWER MAIN. ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF AND STREET OVERLAY DETAIL RENTON TRENCH RESTORATION LEGEND - EXIST. POWER POLE 6­0 EXIST. STREET LIGHT " 1 EXIST TV RISER -'i EXIST. STREET SIGN l7 EXIST. MAIL BOX W LC, EXIST. GAS VALVE �L Z EXIST. GAS POST O EXIST. SEWER MANHOLE IN EXIST GATE VALVE 53 EXIST. WATER METER O EXIST. WATER BLOW OFF 0 EXIST. 3'r.4 "x4" GONG. R.O.W. POST EXIST. ROCKERY ❑--- - EXIST. WOOD FENCE C -O EXIST. CHAIN LINK FENCE LE - -� EXIST WIRE FENCE PROPOSED MONUMENT PROPOSED CATCH BASIN N: 3 E SI SOU, �70' = R7VA'E STORM-, ORA7'v.Al•� EASEMENT -_ L - - - � �.r- i I -- - - - - -- ------------ I � �IR �\G�QO�� I " PuBI f" .SANI" ` y .cFWrF, EASEME "7-11 II / 0 PROPOSED STORM MANHOLE SECTION 4, TOWNS 23N, RANGE 5E, FOUND MONUMENT, 0 PROPOSED SEWER MANHOLE INCASED i4 PROPOSED GATE VALVE } PROPOSED FIRE HYDRANT . PROPOSED BLOW OFF 23 PROPOSED WATER METER EXISTING PAVING RECOANuMIDED FOR APPROVAL PROPOSED PAVING TRENCHING NOTES ����/� / By: %- Cdi» Date: -RW- RIGHT OF WAY LINE FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION FOR THE INSTALLATION OF THE By: Date: u - -EL- - EASEMENT LINE SANITARY SEWER MAIN. -PL- PROPERTY LINE ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. By: Date -440- EXISTING CONTOUR Date - W W T -z %� �0: By: .? W 1 (26' NE T. PRIVATE 14TH ST pPOpB��P,E F I" V0A 1 2� - 5 I i TRACT A° e 1 Cep' STORM F'ONQ POWERI ` TOWER, NORTH 114 CORNER OF SECTION 4, TOWNSHIP 23N, RANGE 5E, FOUND TACK '.': LEAD 3.3 WEST 1/4 CORNEF, OF- q . S89 '79 '27 "E 5790.24' SECTION 4, TOWNSHIP q 2300.52' 2672.09' 4 3 23N, RANGE 5F, - - - 3" BRASS DISC WITH 5 1306.05' 1306.04' "X ", INCASED EAST 114 CORNER OF SEC77ON 4, TOWNSHIP 23N, RANGE 5E, FOUND MONUMENT, INCASED J N `U v v w Z j w o w w � 0 0 o Z Z o z SITE 4 1312.79' 1372.79 4 3 g S89'00'23 "E 2625.58' 9 10 SOUTH 1/4 CORNER OF NORTHEAST 12TH STREET SOUTHEAST CORNER OF SEC17ON 4, TOWNSHIP SECTION 4, TOWNSHIP 23N, RANGE 5E, 23N, RANGE 5E, FOUND MONUMENT, FOUND DISK WITH INCASED INCASED HORIZONTAL CONTROL DIAGRAM 6" MIN. _ F6" MIN. 6* MIN. 6' MIN. 1/2 BLIND FLANGE AS DAM 1/2 PLUG AS DAM D-1-P. TEE CL50 MLENGTH OP DUCTILE. IRON PIPE (GLASS 50) TO SIXJD TOPICAL HE I- 2' MIN. ONE LENGTH OF DUCTILE IRON MARING m1EN SPAN t -- MANHOLE PIPE (CLASS 50) TO SOLID 5 MIXES THAN 4'. 6" MIN. BEARING MHEN SPAN Is MORE THAN FLEXIBLE MNT -10INT E I aNT 3ACKHLL l BACKHLL D M .OMPACTED MATERIAL < COMPACTED MATERIAL \S DIRECTED BY / s 6" MIN- As DIRECTED BY :NGNEER. J// I I o I �� ENGINEER. D.I.P. II.50 6' MIN. -I mW MIN. 4 SHACKLE RODS r CEMENT CONCRETE LlASS C POURED IN PLACE :LAENT SS CCBLOCKM:E90' BEND SOURED IN PLACE (TYTON U -651) DROP CONNECTION FOR SANITARY SEWERS N.T.S. �IW Qls 0 ZI° 1� J I I;a.�ll�cwauc - I 51 EXIST. EP DO// - /F�,1 /.�/ +.0 ,1..... -.,iE 842.73 3 lo EXIST. EP ' RW N: 2954.47501 1 E: 7625.18725 s-3o4301 SOUTHEAST CORNER OF SECTION 4, TOWNSHIP 23N, RANGE 5E, FOUND DISK WITH PUNCH, INCASED CURVE TABLE NO. DELTA RADIUS LENGTH C1 28'57'78' 100.00 50.54 APPLICANT: KBS X, L.L.C. 12505 BEL -RED ROAD 11212 BELLEVUE, WA, 98005 PHONE: (206) 623 -7000 WIML AL rOR APPROVED EQUAIL SAALL BE INSTA_._ "' .,;; . . BO BELL AND SPIGOT ENDS OF EACR IF DROP PIPE LENGTR EXCEEDS 5 FEET 1 bII�I -E SPACING ° STEEL EXPAN- ' � X90' BEND 3/4 THE DIAMETER OF WE DGMNSTREAM PIPE INSIDE DROP CONNECTION TO 60' MANHOLE NTS O Centre 33639 9TH AVENUE SOUna N FEDERAL WAY, WA 98003 Pointe (253) 661 -1901 5 6 v Surveying JOB NO. 1059 F �A19�12 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 059'56.822" COUNTER - CLOCKWISE WAS APPLIED AT AN "X" SET IN A 3" DIAMETER BRASS DISK IN A MONUMENT CASE AT THE INTERSECTION OF NORTHEAST 12TH STREET AND MONROE AVENUE NORTHEAST. MONUMENT IS THE SOUTH QUARTER CORNER OF SECTION 4, TOWNSHIP 23 NORTH, RANGE 5 EAST OF THE WILLAMETTE MERIDIAN. THE NORTH GRID COORDINATES AMERICAN DAPJM 19831991 WERE FOUND TO BEE 786406.967 % 1308734.226 AT THAT POINT. THE INVERSE OF BOTH THE SEA LEVEL CORRECTION FACTOR OF 0.999984454 AND THE GRID SCALE FACTOR OF 0.999999424 WAS APPLIED TO THE GRID COORDINATES FOR SHOWN GROUND DISTANCES. CITY OF RENTON E>EPARTMENT OF PUBLIC. WORKS SANITARY SEWER EXTENSION PLAN DMGNM !-AB DATE 08/02/02 FIE NO. DRAWN PJP CHECKED 1 =40 FE7D BOOK PACE APPROVED 7 _OF 12 CD . - 3e,c731 SCANNED MAR 2'.8 2003 m �I zro ro � O ' �y ro 1I0 ay W W CII Q w g