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Home My WebLink AboutS-304303V 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