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Home My WebLink AboutzS-3043SetE"- 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 � 8 doe ^I LL Q W J 0A VJ I.L LLcr Q r ' Z n 0 m a C ® o E_ WN d I m rn a 4 I o a_ o I= z N 203 m m m HIGHPOINTE 11 ° A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T.23N, R.5E, W.M., ICING COUNTY, WASHINGTON a O = � W N m EXISTING AT NEW 1 I I I o 0 0 2 O to 0 0 > z z 4 ° 41►i/Q °2�°p1 �1� 0+00 REDMOND A VE. N.E AND 26', PR1VVA� �7E,RR�OAD AND ACCESS EASEMENT S +Da HORIZONTAL �(7OFLC VE VER77CAL SCALP 1 -5' WA TERMA /N EX7ENSiON R?CV=LG 'vices HORIZONTAL SCALE: 1 ° =40' FOR APPROVAL VERTICAL SCALE: 1 "=5' ate. ��71 ate: " By: Date 44 440 2' SLONDFF 435 430 SSMH A3 TYPE B STA.-2+25.M $ RIM-43&05 LEwt- 431.69 SEE DETAIL ON 440 435 430 425 420 N 425 420 y ? II 3 O O ti 3 O y uj vi j N u c+y I� PROPO�ED GRADE p p I o a W j D C/L RROAD > n v y 0 ° EXIST. GRADE o a o II o f °+ ® C/ ROAD 4' GATE VALVE TEE Z 11///1 BEND 0% (1X.52) WA7t,N (CL52) WA 191 8' PYC(SDR35 O 050$ T 12" STCRM (CRO DRAIN CROS SES WATER ONLY) 1, 5 T EET 12 FIRE HYDRANT 7EE j SSMH 1 TYPE 8 STa .u5B $00 ' RBI= LEw 28 430.7" (81NE SEE 16 AR ON 97" PETROLEUM 12. PI ELINE ° 0 a y 0 U U YJ h .t c +il ' W �W 14" PVC WATER ENCASEMENT 0.91% 67LF 8' PVC(SDR35) O 0.507[ /-90' LEND 4' S'SAIN W ROP STRUCTURE STA 0; 31.2$ 25.48 ,T RAW-434.23 IF_=426.90 (8 SE) LEN =430.30 (8 511 LE.wt=426.80 (8'NW) SEE DETAILS ON SHEET 7. 20" PETROLEUM PIPELINE 2 +00 1+00 0 +00 26' PRIVVA 7 O C VE R�OAD ON HORIZ, ��"SCAL �' VER77CAL SCALE: 1 " =5' } $ a 0 EXIST. GRADE ® C/' PIPE SCALE: ; " =40' - - - -' � I W I L 84.40 LEwt -421L TIM i I I I O M h SS UH #4 TO SSCO #1 �1 Ql"iLC �►"i' HOR770NTAt cCp� c: 1' =an' VER77CAL SCALE: 1 "=5' 0 20 40 80 i i j I � VERTICAL DATUM CITY OF RENTON NAVD 1988 BASE 43&1 KING COUNTY SURVEY CONTROL POINT ,R2ENT1843. 2$83 BRASS DISK SET IN TIP OF A CONCRETE MONUMENT SET 7.1" BELOW TOP OF IRON MONUMENT CASE AND COVER. ELEVATION: 42115' SITE SET PK NAIL 20' + NORTHEAST OF BRICK WALL 2.5'S OF TBC V.TH STREET), 11' W OF GAS METER. ELEVATION: 4.17.56' OiTY OF RENTON �I'^Frr�It11 =NT OP PUBLIC WORKS APPLICANT: s Centre 33639 9TH A%0VUE ,Duna r 53) WAY, WA 9840.4 SANITARY SEWER AND Kss 1//, L.L.C. P®Inte (283) 869 7909 WATER PROFILES 12505 UE, RED ROAD J/212 P1 tr�,Acl rl p� TWB SELLEVUE, WA 98005 NE v . v 7 ■■ ■ y oAIF 08 /D2/D2 RP NO. PHONE: (206) 623 -7000 /gyp �® DPATM PJP JOB NO. ��+ � DKB 9cALE 1 " =40' FED BOOK__PACE APPFKNM owEC+m �r w °r ums >9{EEf 9 aF IZ 0x 00 b„ N m IRLi tz �r N r � .9 �y W W b t w V 1 CL m GREENFIELD IL A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T-23N, R.5E, Wsmo, KING C WASHINGTON NE 9TH ST. Z +42.9 &; W Q h o 1+74. W CQ 0+85• 57 8 u 0+87.33 c' 2+47-601723.2 IaJ 2f 4-5.7,7; !. 4' o 0) v CL A opA �O H a Q 0 W cr x SCAT •E T •= an' 0 20 40 80 FF J VERTICAL DA TUM Cl TY OF REN TON NA VD 1988 KIDNG�•COUNTY SURVEY CONTROL POINT IRENT1843. BRASS DISK SET IN TIP OF A CONCRETE MONUMENT SET 1.1' BELOW TOP OF IRON MONUMENT CASE AND COVER. EL EVATM.- 425.15' SITE: SET PK NAIL 20' t NORTHEAST OF BRICK WALL - 2 5'S OF TBC (12TH STREET), 11' W OF GAS METER_ ELEVA 110111: 437.56' SANITARY SEWER STUB TABLE cc z 'LOCATION W Q I.E. 3: U W 0. - EXIST. STREET LIGHT cf) Z W 10 STA:2 +97.5; 80.31T cr. cl) 4"P44 Z 2 �• W ,2+2' 21, Z ' 2.0% 3 STA.,%%*4 w* -06-40L T w m GREENFIELD IL A PORTION OF THE S.E. 1/4 OF THE S.E. 1/4 SEC. 4, T-23N, R.5E, Wsmo, KING C WASHINGTON NE 9TH ST. Z +42.9 &; W Q h o 1+74. W CQ 0+85• 57 8 u 0+87.33 c' 2+47-601723.2 IaJ 2f 4-5.7,7; !. 4' o 0) v CL A opA �O H a Q 0 W cr x SCAT •E T •= an' 0 20 40 80 FF J VERTICAL DA TUM Cl TY OF REN TON NA VD 1988 KIDNG�•COUNTY SURVEY CONTROL POINT IRENT1843. BRASS DISK SET IN TIP OF A CONCRETE MONUMENT SET 1.1' BELOW TOP OF IRON MONUMENT CASE AND COVER. EL EVATM.- 425.15' SITE: SET PK NAIL 20' t NORTHEAST OF BRICK WALL - 2 5'S OF TBC (12TH STREET), 11' W OF GAS METER_ ELEVA 110111: 437.56' SANITARY SEWER STUB TABLE LOT 'LOCATION LENGTH I.E. SLOPE (=n REDMOND AVE NE_ - EXIST. STREET LIGHT W 1 STA:2 +97.5; 80.31T 17' 4"P44 2.0% 2 STA: '.4-4%4 l@&-0@;L 7 ,2+2' 21, 444 !40 ' 2.0% 3 STA.,%%*4 w* -06-40L T 4,? 27 4Q-- , 2.0% 4 STA: : 6"'L r Qli� 30 4w 2.0% 5 STA :44*A"l- 43 -'L T •FP 31 4, 2.0% o PRI VA TE ROAD h 6 STA_•$w"m* 67.4RT SO' 444 2.0% 7 STA: I+ J5. 0; 20.5RT 13' S) EXIST. SEWER MANHOLE 2.0% •444wA9 8 STA: 1+ 15.0; 18.51 T 27' 444 2.0X 9 STA: 2+13- 0, 21.01T 29' 44163 2.0% 10 STA : 6"'L T x40 444.4& 2.076 11 STA: Qp@'P. T qog 23 44gvii- • 2.076 112 STA: " + 10.0: 20.5'R T 13' - 44&4-6• 2.07. LEGEND i E 5 0� ii i 4 27. 93 4-27-76 e-2 7. G4 SHF" 427.49 -' -S; 421.39 4 TAeu 431.87 4-31-35 431.54 432. 06, 432-33 431.94 - - -- - --� 43/.71 (SIR PIU W ROAN I � ;• / '�, EXIST SsAbf Ov - 3447.27725 E- 6602.74359 R'IM n 47". 48 _ -mss, ,�* - CON7RACTUR TO FIELD MOIFY SS MH DATA PRIM TO MOSTAL:LAnpll W $! OF IOW SAII/TARY SEVIER MAAV T A C6 #4 l I I I� t� 10' PRIVATE STORM DRAINAGE EASEMENT 1 i I i I ICI ce 11 o SSMN #2� W (6 8 Aw �l 31 C6 #2 o I I M i rOQO 2 CB 13 115' PUBLIC SANITARY E ISEWER EASEMENT- -�.i I I I �' I I I I ,fit• RW -- I EX/�ST _EP (? L'tX SOUTH 114 CORNER SECTION 4, TOWW SHIP 23N, RANGE 5E, FOUND MONUMENT, INCASED 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 REN TON TRENCH RESTORATION AND STREET OVERLAY DETAIL. EXIS T. SS'MH N. 29 71.95956 E: 6454.89235 STA. 2+42.37. 2.81 'R T RIM = 441.88 431.90 1 E. 0- 44444- (8 "W) 431.90 1 E. in 1644.4& %R "E ) I.E.00=431 70 lid. ►.��, , r : EY' Dote• Date: Date Date _uj i N o ,p 25672 FC 0HA L EN EXPIRES: 9 -23 -03 lk f i I ° c TA ` j�, 5:5 fwa -,4L t� NiE Okit (2+6' POVA TE ROAD EASME NT) Vol - -s-- -- W -.-- ``.: - PRE C ss NtL�- Cp8 PP' � ,No, oZA, j E� c P K • P- Pot Is NoN C v 6 L i -3 y i v EXIST TRACT 'A' e"?3 1 t STOF�11� PCa11D I CE)N I O%CIL APPLICANT. KBS ///, L.L.C. 12505 BEL - RED ROAD #212 BELLE VUE, WA 98005 PHONE: (206) 623-7000 - i -112 eo t f 10 , PRIVATE STORM QRAINAGE EASEMENT 1 o � o , i ^O i o • 46 1.4 �4 4 �F SSLb BUILDING Nf t1N 1/4 CQI NM OF SEC:IQN 4, TONNSNIP EXIST. POWER POLE (=n FOUAV TACK AV LEAD 33 - EXIST. STREET LIGHT W + ® EXIST. TV RISER SEC>rir'�N 4. TCHWSHrP 2311E RANGE SE. 4 2300 W' 261209' 4 3 -�- EXIST. STREET SIGN p EXIST. MAIL BOX . ss WTH 5 1,306.05' t�p6 a,,�• 40 © EXIST. GAS VALVE z a o o _ffiL EXIS T. GAS POST h 23N. RANGE 5E. . S) EXIST. SEWER MANHOLE FOUND MONUMENT. 4 v /INCASED M EXIS T. GA TE VALVE ip 4 a N 4j 83 EXIS T. WATER METER i41 � O :N h Z Q O N tp cv :t g a @ EXIST WATER BLOW OFF Q O 2 2 $ ® EXIST. 3'x4 "x 4" CONC. R. 0. W. POST , N c c &995 EXIST. ROCKERY 4 1312.79' i o N -- 1 00 EXIST. WOOD FENCE ----� EXIST. CHAIN LINK FENCE 9 S69- 00'23T 2625 -58' 9 10 SOUTH 114 CORNER OF SEC TroN 4, rOiMV SHE NORTHEAST 12TH STREET m m 23N, RANGE SE, SEC nav 4, TorNVS�uF FOUND MONUMENT. EXIST. WIRE FENCE 19 PROPOSED MONUMENT 23N, RANGE 5E, FOUND DISK iMTN INCASED PUNCH, INCASED HORIZONTAL ■ PROPOSED CATCH BASIN CONTROL M PROPOSED STORM MANHOLE DIAGRAM rz Z 40 PROPOSED SEWER MANHOLE �, ° ►� PROPOSED GATE VALVE 0 )p PROPOSED FIRE HYDRANT w O (n 0 PROPOSED BLOW OFF it ail PROPOSED WATER METER EXISTING PAVING CL W W gPROPOSED PA WNG -RN' -- RIGHT OF WAY LINE - -EL- - EASEMENT LINE -PL- PROPERTY UNE © 440 EXISTING CONTOUR N ~ z ww�� :�•Joe v) i E 5 0� ii i 4 27. 93 4-27-76 e-2 7. G4 SHF" 427.49 -' -S; 421.39 4 TAeu 431.87 4-31-35 431.54 432. 06, 432-33 431.94 - - -- - --� 43/.71 (SIR PIU W ROAN I � ;• / '�, EXIST SsAbf Ov - 3447.27725 E- 6602.74359 R'IM n 47". 48 _ -mss, ,�* - CON7RACTUR TO FIELD MOIFY SS MH DATA PRIM TO MOSTAL:LAnpll W $! OF IOW SAII/TARY SEVIER MAAV T A C6 #4 l I I I� t� 10' PRIVATE STORM DRAINAGE EASEMENT 1 i I i I ICI ce 11 o SSMN #2� W (6 8 Aw �l 31 C6 #2 o I I M i rOQO 2 CB 13 115' PUBLIC SANITARY E ISEWER EASEMENT- -�.i I I I �' I I I I ,fit• RW -- I EX/�ST _EP (? L'tX SOUTH 114 CORNER SECTION 4, TOWW SHIP 23N, RANGE 5E, FOUND MONUMENT, INCASED 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 REN TON TRENCH RESTORATION AND STREET OVERLAY DETAIL. EXIS T. SS'MH N. 29 71.95956 E: 6454.89235 STA. 2+42.37. 2.81 'R T RIM = 441.88 431.90 1 E. 0- 44444- (8 "W) 431.90 1 E. in 1644.4& %R "E ) I.E.00=431 70 lid. ►.��, , r : EY' Dote• Date: Date Date _uj i N o ,p 25672 FC 0HA L EN EXPIRES: 9 -23 -03 lk f i I ° c TA ` j�, 5:5 fwa -,4L t� NiE Okit (2+6' POVA TE ROAD EASME NT) Vol - -s-- -- W -.-- ``.: - PRE C ss NtL�- Cp8 PP' � ,No, oZA, j E� c P K • P- Pot Is NoN C v 6 L i -3 y i v EXIST TRACT 'A' e"?3 1 t STOF�11� PCa11D I CE)N I O%CIL APPLICANT. KBS ///, L.L.C. 12505 BEL - RED ROAD #212 BELLE VUE, WA 98005 PHONE: (206) 623-7000 - i -112 eo t f 10 , PRIVATE STORM QRAINAGE EASEMENT 1 o � o , i ^O i o • 46 1.4 �4 4 �F SSLb BUILDING Nf t1N 1/4 CQI NM OF SEC:IQN 4, TONNSNIP SCALE: I" = 1000' 6' MN. , r6' MIN. 6' MN. 6' MN. �! __T 1/2 WIND FLANGE AS DIM 1/2 PLUG AS DAM DIP. TEE CL50 ONE LENGTH OF DUCTILE IRON PPE (CLASS 50) TO SOLID TYPICAL TEE 2" MN. BEARING WHEN SPAN ONE LENGTH CMS DUCTILE IRON MORE THAN 4'. MANHOLE 1 PIPE (CLASS 50) TO SOLID 1 6" MN. BEARING WHEN SPAN 1 IS MORE THAN 4'. .IOM I I �� F1 EXIBLE JOINT ►" y,.- BACKFILL MA TH COMPACTED MATERIAL x BACKFILL MATH AS DIRECTED BY a COMPACTED MATERIAL EtV(WNEER- ! ( I -: 6" MINTED BY O D.I.P. C1.50 I") MATH MN. 4 s MIN. SHACKLE RODS �, I CEMENT CONCRETE CLASS C POURED IN PLACE CCryLASEMMENT OONCRETE '�,` S C BLOCK �T, , i .� �' f .7V Kw POURED IN PLACE (ION U-651) ., � '. , _ v_•. i': mil!.. y.. D.I.P. 90' BEND TYPICAL MANHOLE -� •` CL5O(MJ X PE) FOLIATION CONCRETE E14CASED DucTl� IRON CONSTRUCTION DROP CONNECTION DROP CONNECTION PROP CONNECTM FOR SAWARY SEWERS 1 u Z W 'lo O I �lj O ZIR 001 Z I -.�-- RW KIST. EP I ,f,�� LINE � j 842.73 g 1n m N: 2954.4 7501 E: 7625.18725 N.T.S. SOUTHEAST CORNER ( SECTION 4, TOW VSHIP 23N, RANGE 5E, FOUND DISK WITH PUNCH, INCASED CURVE T ABL E NO. _ DEL TA RAD I US� LENGTH C1 28'57'18" 100.00 50.54 NOTES, 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 3. RELINER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL. SHALL BE INSTALLED MATHIN 6' OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED MATH A MINIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILI23NG STAINLESS STEEL EXPANSION BOLTS, MN. 2 EACH AT CONNECTION POINTS. 11NER STAINLESS STEEL IJUSTABLE CLAMPING 'ACKETS OR APPROVED EQUAL ' BEND '4 THE DIAMETER OF IE DOWNSTREAM PPE M" DROP COMFC7M TO 60' MAMCCE N.T.S. 5- 304303 e Centre 3W39 9n+ AWWuE sounN FEDERAL WAY, WA 98003 Pointe (2w) wl-lwl � Surveying JOB NO• 1059 SCANNt., NOV - 72003 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0'5956.822" 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 AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 186406.967 / 1308734.228 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. CfTY OF RENTON C>EPARTMENT OF PUBLIC W<>RKS SANITARY SEWER EXTENSION FLAN Deisvlm TVs DMwN PJP DAIR 08/02102 ME NO. CHONM DKB._ scALE 1 " =40' rdD WAGE AFMWM Mcm OF 7 , 12 L7 "' --: �► :► / SCANNED MAR 2 8 2603 a °z� a� � n N zr C -1 1 w 4 0 23N. RANGE 5E. FOUAV TACK AV LEAD 33 HEST 1/t caft m OF S'8979 "27"x' 5190.24' SEC>rir'�N 4. TCHWSHrP 2311E RANGE SE. 4 2300 W' 261209' 4 3 . ss WTH 5 1,306.05' t�p6 a,,�• 40 EAST 114 CORNM OF SECIM 4, IONNSHP h 23N. RANGE 5E. . FOUND MONUMENT. 4 v /INCASED ip 4 a N 4j i41 � O :N h Z Q O N tp cv :t =W p O 2 2 $ O SITE 4 1312.79' 7312.79' 4 3 9 S69- 00'23T 2625 -58' 9 10 SOUTH 114 CORNER OF SEC TroN 4, rOiMV SHE NORTHEAST 12TH STREET -- SOUTHEAST OORNER OF 23N, RANGE SE, SEC nav 4, TorNVS�uF FOUND MONUMENT. 23N, RANGE 5E, FOUND DISK iMTN INCASED PUNCH, INCASED HORIZONTAL CONTROL DIAGRAM SCALE: I" = 1000' 6' MN. , r6' MIN. 6' MN. 6' MN. �! __T 1/2 WIND FLANGE AS DIM 1/2 PLUG AS DAM DIP. TEE CL50 ONE LENGTH OF DUCTILE IRON PPE (CLASS 50) TO SOLID TYPICAL TEE 2" MN. BEARING WHEN SPAN ONE LENGTH CMS DUCTILE IRON MORE THAN 4'. MANHOLE 1 PIPE (CLASS 50) TO SOLID 1 6" MN. BEARING WHEN SPAN 1 IS MORE THAN 4'. .IOM I I �� F1 EXIBLE JOINT ►" y,.- BACKFILL MA TH COMPACTED MATERIAL x BACKFILL MATH AS DIRECTED BY a COMPACTED MATERIAL EtV(WNEER- ! ( I -: 6" MINTED BY O D.I.P. C1.50 I") MATH MN. 4 s MIN. SHACKLE RODS �, I CEMENT CONCRETE CLASS C POURED IN PLACE CCryLASEMMENT OONCRETE '�,` S C BLOCK �T, , i .� �' f .7V Kw POURED IN PLACE (ION U-651) ., � '. , _ v_•. i': mil!.. y.. D.I.P. 90' BEND TYPICAL MANHOLE -� •` CL5O(MJ X PE) FOLIATION CONCRETE E14CASED DucTl� IRON CONSTRUCTION DROP CONNECTION DROP CONNECTION PROP CONNECTM FOR SAWARY SEWERS 1 u Z W 'lo O I �lj O ZIR 001 Z I -.�-- RW KIST. EP I ,f,�� LINE � j 842.73 g 1n m N: 2954.4 7501 E: 7625.18725 N.T.S. SOUTHEAST CORNER ( SECTION 4, TOW VSHIP 23N, RANGE 5E, FOUND DISK WITH PUNCH, INCASED CURVE T ABL E NO. _ DEL TA RAD I US� LENGTH C1 28'57'18" 100.00 50.54 NOTES, 1. INSIDE DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION. 2. ALL PIPE SHALL BE SIMILAR MATERIAL AS MAINLINE. 3. RELINER STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL. SHALL BE INSTALLED MATHIN 6' OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE. IF DROP PPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED MATH A MINIMUM SPACING OF 4 FEET ON CENTER. BRACKETS SHALL BE ATTACHED UTILI23NG STAINLESS STEEL EXPANSION BOLTS, MN. 2 EACH AT CONNECTION POINTS. 11NER STAINLESS STEEL IJUSTABLE CLAMPING 'ACKETS OR APPROVED EQUAL ' BEND '4 THE DIAMETER OF IE DOWNSTREAM PPE M" DROP COMFC7M TO 60' MAMCCE N.T.S. 5- 304303 e Centre 3W39 9n+ AWWuE sounN FEDERAL WAY, WA 98003 Pointe (2w) wl-lwl � Surveying JOB NO• 1059 SCANNt., NOV - 72003 BASIS OF BEARING TRUE NORTH. BASED UPON GLOBAL POSITIONING SYSTEM (GPS) LAMBERT GRID WASHINGTON STATE NORTH ZONE COORDINATES. A CONVERGENCE ANGLE OF 0'5956.822" 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 AMERICAN DATUM OF 198311991 (NAD 83191) GRID COORDINATES WERE FOUND TO BE 186406.967 / 1308734.228 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. CfTY OF RENTON C>EPARTMENT OF PUBLIC W<>RKS SANITARY SEWER EXTENSION FLAN Deisvlm TVs DMwN PJP DAIR 08/02102 ME NO. CHONM DKB._ scALE 1 " =40' rdD WAGE AFMWM Mcm OF 7 , 12 L7 "' --: �► :► / SCANNED MAR 2 8 2603 a °z� a� � n N zr C -1 1 w 4 0 r H H H crf CLi U � a 0 W a Y a O z �w rn =v W m o � a C CL a A_ W �\ O n a ~ N J O Q Z m 3 a 0- Iw m 0 J o v W LL e/i 3:: 0 445 W N cl) 10 M lw p� CC W O 2 b� 11m 7 F- a are Z w Y i + a U � a 0 W a Y a O z �w rn =v W m o � a C CL a A_ W �\ O n a ~ N J O Q Alm Z Z w ac `0 OE ac cr W � UK mENFIELD ]I 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 PVI STA = - 0+12.50 W Z m 3 a 0- m 0 m 0 PW ELEV = 435.40 e/i 0 445 A.D. _ -300 N cli 10 M lw p� K = 16.67 rA� b� m� O�00 are o w Y i + a h 50.00• VC e} n V. z y 3 �� W ©.t n a- Q. a Z . 4 t o W 4 O CIL M N d O o ci p o © H C4 +� h ho,`to� n fA 5a +Q + Q x _ N ID r0 � a i + + r cr 2 p .- + + + + �- �, Q� , m + W �`' PRO OSED GRADE Q ; W v W m �`' N °p EXIST. GRADE 0 ROAD O Ctf L ROAD v~i 4, N cn cn Alm Z Z w ac `0 OE ac cr W � UK mENFIELD ]I 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 PVI STA = - 0+12.50 O �iri Of 1 O Y PW ELEV = 435.40 e/i 0 445 A.D. _ -300 N cli 10 M lw p� K = 16.67 rA� b� m� O�00 are o w Y i + a h 50.00• VC e} n V. z y 3 �� W ©.t n Q. a Z . v' t o W 4 O CIL v y ci Q ci d O o ci p - W n� + C4 +� h ho,`to� n fA 5a +Q + p+� o .r a! • a _ N ID r0 � a i + + r cr 2 O C + + + + �- �, Q� , m + W �`' PRO OSED GRADE Q ; W v W m �`' N °p EXIST. GRADE 0 ROAD O Ctf L ROAD v~i 4, N cn cn C/1. ca I - �`- . � jw J j t 1 - - -- --- "• z I IN 0. 992 _ - - - - - ___ _ - - -- --------- - - - - -- - --- r eLOI�a�T - __ -_ SST-- WAT__ -- 18`0 8" SANITARY SEWER CROSSING . 72F 8- DJ. (C L52) WATER 4 GATE VALVE "�. EXIS 1NG SLOMOFF i i `�?J - -- - - -- t +0.4�•/( AT NEW CoNNECTM W BEND 25OLF 8- PVC1(SDR35) 0 40"0 -09!F 8- P VR35 O'Od 8" GATE VALVE --�� 4 29% Q •, SS-W4- - -- - - - - -- STR'UCTlJRE _. CAE-1- STA. 0+81 la 21.007-T fw=d1w 434.02, I EXIST. SSMH LEin -4wWpQ ►(r S1E) 42&.&9 STA. - 0 +05.{ 0; 3.43 �L 435. �$ , Eout=4�510, 8 w��- RiM= 435.00 AD�JST TO _ _ 4�r 43 LEin=•NPfi e1K► (8-s,� q- 2G.o2 SEE DETA&S ON 9*1 T 7. LE.out= 425.81 (8 N) CONTRACTOR TO FIELD VERIFY SSUH DATA PRIOR TO INSTALLAT1QN f OF NEW SANITARY SEINER MAIN EXIST __}_ 007MG IXOW OFT AT NEW CONNECTN N r z V* :R 6 ■ PM STA - 3+60 PN ELEV .- 436.30 A.D. - 4.65 K = 10.76 vwi Q 50.00' VC � V a � � � �W n V � v W o� 0 STA. 2 +01.40; 164.401 -T3 1.Eout- 40640 •8� 4+55.10 i - 442.20 �N 111_� REDMOND A l E N E. AND 26' FRI VA 7 E ROAD AND ACCESS EASEMENT FRCHLE KEW HORIZONTAL SCALE: 1"=40' VER77CAL SCALE. 1"=5' 0 WA /ERjVA /N EXTENSION f "of E VIEW HORIZONTAL SCALE: 1 " =40' VERTICAL SCALE: 17=5' a; ,..i• By: By- Date IM IMMEZ Dote "AS BUILT" SITE 7 -9 -03 Ft M q r a � 19A d A y� O� All N � � 25672 .ssF��STE��G\��, O#A L E� rEXPIPES: 9 -23 -03 0. 445 440 435 430 425 420 415 O �iri Of 3 O Y vi e/i z� c 445 o� i .., N cli 10 M 00 N� p� �� a rA� b� m� O�00 are o z r., ry i + a h e} n V. Ui n n '* �� v ©.t n a u . t 4 O CIL 0+00 1+00 2+ 00 3+00 4+00 5+00 REDMOND A l E N E. AND 26' FRI VA 7 E ROAD AND ACCESS EASEMENT FRCHLE KEW HORIZONTAL SCALE: 1"=40' VER77CAL SCALE. 1"=5' 0 WA /ERjVA /N EXTENSION f "of E VIEW HORIZONTAL SCALE: 1 " =40' VERTICAL SCALE: 17=5' a; ,..i• By: By- Date IM IMMEZ Dote "AS BUILT" SITE 7 -9 -03 Ft M q r a � 19A d A y� O� All N � � 25672 .ssF��STE��G\��, O#A L E� rEXPIPES: 9 -23 -03 0. 445 440 435 430 425 420 415 EXIST. GRADE a O CIL PIPE r_ En 440 Q w - -- -------- - -- - --- - - -- - - 435 -- 430 _- .ipi1.F 8' 425 R/M- 'YIiOM 7 '93 LE I.Eout -4� 4(e 4214 420 APPLICANT K88 l . L.L.C. 12505 BEL. -- RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 FR 07'I N Rl�r =tt438 t LE��4� 428.4$ SSUH 1 4 rO SSCO #1 PROFLE VIEW HORIZONTAL SCALE: ?"=40' VERTICAL SCALE: 1 " =5' 4;3 f w ..70 (t.7) SCALE: 1"=40' 0 20 40 80 VER PCAL DA TUM CITY OF REN TON NA VD 1988 K BASE.- COUNTY SURVEY CONTROL POINT #4ENT1843. BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. SET 1.1 ' BELOW TOP OF IRON MONUMENT CASE AND COVER. ELEVATION: 42115' SITE. SET PK NAIL 20' _+ NORTHEAST OF BRICK WALL. 2.5'S OF TBC (12TH STREET), 11' W OF GAS METER. ELEVA TION. 437.56' 304304 W� 6i O �iri Of 3 O Y vi e/i z� c 445 o� i .., o w N Q:- ; Ilk - N 91, � are o z r., ry i + h MNr PAR OP O GRADE 9 ©.t n a u . t 4 O CIL ROAD o , EXIST. GRADE n� + Z a V M o �+ + 440 O C ROAD ._ , - to ca Ln - �`- . � jw J r eLOI�a�T - � 9,� ` ` - -_ - -_ . 72F 8- DJ. (C L52) WATER 4 GATE VALVE "�. 435 r Im 2 11 %4 mw 14' PVC NA IER ENCASEMENT 4 0.1 n � -12MLF So D-L .` o- s 11 0. 9iz (cz42) WA (CL -52) NA TM 67LF 6- P SDR35) �� e- PvrXs�or�3s 0.66E , 9W BEND 430 SS WH AG TIPE B 12" 5TQ?M GRAIN CROSSING 4' RT STA: 2 +Z� RAW 43(• 9 7 (CROSSES WATER ONLY) LE (BT)4-31.53 FW FIYDRANT TEE SEE OETAt ON S70ET 12 I - E. = 431 • !.G 6�w t 1 sSWH Of w STRUCTURE) I. E. = 431.59 t'`I ssvN TYPE a 54'' STA. 0+31.2$ 25. T -iii 454 02 .33.ssy m1M 3. ,R 433.99 LF_ ,�,0&* (M42�•G9 LEA 4aer; (-w} 430•!.0 Mout4ri6 e%8'�Ej .45 ' LEin =was (^V 29.49 ,� (8'ivw�42G • 43 SEE SEE DETAIL ON sHEFT 12 )._20" DETAILS ON SHEET 7 16 * PETROLEUM PIpEUNE PETROLEUM PIPELINE q 420 N oD ^ 10 V a0 rj N Cp ry 0+ 00 2+00 1+00 2 6'PRI VA rE ROAD FRORLE VIEW HORIZONTAL SCALE: 1"=40' VERTICAL SCALE. I"=5' EXIST. GRADE a O CIL PIPE r_ En 440 Q w - -- -------- - -- - --- - - -- - - 435 -- 430 _- .ipi1.F 8' 425 R/M- 'YIiOM 7 '93 LE I.Eout -4� 4(e 4214 420 APPLICANT K88 l . L.L.C. 12505 BEL. -- RED ROAD #212 BELLEVUE, WA 98005 PHONE: (206) 623-7000 FR 07'I N Rl�r =tt438 t LE��4� 428.4$ SSUH 1 4 rO SSCO #1 PROFLE VIEW HORIZONTAL SCALE: ?"=40' VERTICAL SCALE: 1 " =5' 4;3 f w ..70 (t.7) SCALE: 1"=40' 0 20 40 80 VER PCAL DA TUM CITY OF REN TON NA VD 1988 K BASE.- COUNTY SURVEY CONTROL POINT #4ENT1843. BRASS DISK SET IN TIP OF A CONCRETE MONUMENT. SET 1.1 ' BELOW TOP OF IRON MONUMENT CASE AND COVER. ELEVATION: 42115' SITE. SET PK NAIL 20' _+ NORTHEAST OF BRICK WALL. 2.5'S OF TBC (12TH STREET), 11' W OF GAS METER. ELEVA TION. 437.56' 304304 W� 6i CITY OF RENTON E>MPARTMENT OF PUBLIC WORKS Centre 33639 9TH AWNUE SOUTH Al WAY, WA 98003 SANITARY SEWER AND -� �- Pointe 1283, em-n0, WATER PROFILES Surveying �B DATE 08,02,02 ME No. p PJP JOB NO. 1059 SCANN t v NQ V . 7 DEB ]$CAW 1 " =40' FKD 9 12 LAI SCANNED MAR 2 8 2003 .' I'�`! JJ r 6 0 z� c az 1 N � N N 91, � z r., ry MNr ya C/) Wa 4 CITY OF RENTON E>MPARTMENT OF PUBLIC WORKS Centre 33639 9TH AWNUE SOUTH Al WAY, WA 98003 SANITARY SEWER AND -� �- Pointe 1283, em-n0, WATER PROFILES Surveying �B DATE 08,02,02 ME No. p PJP JOB NO. 1059 SCANN t v NQ V . 7 DEB ]$CAW 1 " =40' FKD 9 12 LAI SCANNED MAR 2 8 2003 .' I'�`! JJ r 6