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Home My WebLink AboutS-324502� o O N o 0 � I ry go n (n (Z' W O 3 z LLJ v J W W (Y > W W ch Q W 0 3 LLJ -1 > °-d Q z ry W O Y 11 O I- C o$ W ��s 12'3 - ® N 12C E W z 8 EX. CATCH BA m w - RIM =117 INV = 115.63 (12 "ADS- S $a 1u i O 10( III DATUM ELEV 80.00 PORTION OF THE N.W. 1/4, OF SEC. 32, TWN 24 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON PIA STA = 0 +33.46 PA ELEV = 118.29 A.D. = -13.00 K = 1.54 zo' vc + o N < n II m a J .. a .o 0 +00 z 0 to SYMBOL LEGEND -2.007 u II I I � (D SURVEY MONUMENT MONUMENT FOUND IN 3 G GRpv a a 0 S SURVEY ms's o 9 + a 0 SURVEY MARKER FOUND ga� PQ OFF EXISTING 6 6 e pE CB# 5, TYPE 11 -60" ° ® GAS METER SPLIT RAIL FENCE AT EDGE OF BUFFER -68 W/ LOCKING GRATE RIM =91.00 $ 50' BUFFER o MAILBOX 47'x96" , INFILTRATION TANK INV =81.50 ( 36" ) STA. 1 +47, 71T. ¢ S 72 -SEE DETAIL � -- - - - - -_ - � aa- TREES TO BE SAVED THE W/ CB j 2, TYPE II -72" LOCKING VANED GRATE RIM - 109,8%• 1pi5 ''8° 86 REMAINDER WILL BE ® STORM MANHOLE CB# 4, TYPE II -72" 1$ 1 61T LOCKING GRATE W/ 6.4' SUMP 9V'O QS SEWER MANHOLE STA. +82, W/ CB# 3, TYPE 11 -72" RIM= 93.49g4 W/ LOCKING GRATE INV =81.58 (12"&36" _ 9 Sts ;� - °� O / PRIVATE TA. 1+82, 6'LT ® X WATER METER WATER VALVE ROAD A 1 " =30' HORIZ. 1 " =5' VERT. W/ L OCKING GRATE ! RIM= 9fr.B&q7�3 w/ III V_ �i 0 m� �� EASEMENT Nm 0 +00 z 0 to o� �\C9 Sl TG' MA C Y CREEK �P� r I 40 5T. z N 38TH ST. �P o N ST. g z 3 KENNYDAL < O $ N 31TH ST. n N VICIN" MAP NTS SURVEY NOTES BASIS OF BEARING THE SOUTHWEST SECTION LINE OF SEC.32 -24 -5 BEARING S 89'03'55" E DATUM NAVD 88 BENCHMARK CITY OF RENTON NO. 526 TOP OF. HARD NAIL 2 FEET EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NOR TH AND NORTH 33RD: PLACE ELEVATI ON= 18209 INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY .CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE. WITH WAC 332- 130 -090. LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 36 "CEDAR. ^t°�'r M 32. TOWNSHIP 24 NORTH. RANGE 5 EAST, W.M., IN f7 :u, f4 'WOOD FENCE 2 "C� '24" KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID ALI °A - -- GOVERNMENT LOT;. ss- s FOUND MORN THENCE_ ALONG THE EAST LINE- THEREOF, ss EX.8'SEVeR �s C SOUTH 1'42'13" WEST 674.35 FEET; N \ GE OF ASPHALT SEWER MANHOLE THENCE NORTH 88.48.58" WEST 955.66 FEET, 100 SEWER MANHOLE CATCH BASIN C RIM= 122.81 THENCE SOUTH 12.49'30' WEST 264.57 FEET, N d RIM-116.13 RIM =117.93 ' `� "0TH ST. INV= 109.61,8 "CONC S THENCE SOUTH 53.55'46" EAST 416.57 FEET TO INV= 102.43,8'CONG E INV =115.63,12 "ADS S NEW WATER METER INV= 109.56,8'CONC W THE TRUE POINT OF BEGINNING. ,$Q -I-- THENCE SOUTH 1'11'02" WEST 162.58 FEET TO THE INV = 102.38,8 "CONC W FOR LOT 2 v STORM MANHOLE SOUTH LINE OF SAID GOVERNMENT LOT; STORM MANHOLE. RIM= 122.91 THENCE ALONG SAID LOT. LINE NORTH 88.48.58" -12" SO RIM -118 69 INV =117.91,18 "ADS S WEST 160 FEET•, 1- 12 "x8" TAPPING TEE (FL) THENCE NORTH 111'02' EAST TO 7335! c INV 11444 8 CONC E INV= 117.91,18'ADS W IN 39 18'CONC E CATCH BASIN W/ TAPPING .GATE VALVE (FLxMJ) A PM T WHICH BEARS NORTH BEGINNING; wesT W/ THRUST BLOCKING Z FROM THE TRUE POINT OF BEGINNING; -`2. INV= 113.39,18 "CONC W RIM= 11$,66 THENCE SOUTH 535546 EAST TO THE INV= 113.59,12'ADS N INV= 115.66,8 "CONC W APPROXIMATE I TRUE POINT OF BEGINNING; EXCEPT THAT PORTION 90 LOCATION OF w THEREOF WITHIN SOUTHEAST 84TH STREET. EXISTING > 0 510 20 30 12 "WATER Q SCALE 1" = 30' I R i mrlij 0 STA. 1 +96, 21T 26' PRIVATE I 0 CBR 4, TYPE ?AT4 ACCESS/UTILITY E EMENT Q W/ LOCKING Gjt 4 3' EASEMENT RIM =93d� qa,T_j il' z'D' r I-L.I RECOMMENDED INV =BU80 (A!%3s') �Q.•`� 3' THICKENED EDGE I OWNER /DEVELOPER: FOR APPROVAL r1V $i,ict ti1RJ t0' BASIC VENTURES y 18211 240TH AVE. SE � i 'ter' l MAPLE VALLEY, WA 98038. BY U v `% @ego WASH" K4, ENGINEER %SURVEYOR: By 3 r� G BAIMA & HOLMBERG, INC. 2� 100 FRONT STREET CHECKED FOR COMPLIANCE s ISSAQUAH, WA. 98027 TO CITY STANDARDS 0 4" COMPACTED DEPTH CLASS 'B' "S R 1 11332 �ep DATE ASPHALT CONCRETE "Sjr '�'AL LAND 6" COMPACTED DEPTH CRUSHED ROCK C��lUPE DATE EXPIRE4 �) D �_`� OF:. WA 3� AVOID CUTTING UNDERGROUND u DATE �LTI oS FIRM. SUBGRADE, ADDITIONAL GRAVEL l•' UTIUTY UNES. ITS COSTLY BASE MAY BE REQUIRED DEPENDING ON 'THESE PLANS ARE "AS BUILT' N SOIL CONDITIONS AND THE INFI_ 'TN SHOWN �\ NOTE: ACCURATELY REFL � TS EXISTING �' �y; V a�I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY ROAD A FIELD COND T/IONS AS OF THIS 11832 before you IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE PRIVATE ACCESS /UTILfFY EASEMENT SECTION DAI. �� Vi �ISCYS� Di �� EXACT VERTICAL AND HORIZONTAL COMMENCING OF ALL EXISTING UNDER- PRIVATE - GROUND UTILITIES PRIOR RI COMMENCING CONSTRUCTION IN NO N.T.S. W. 'Y70NAL REPRESENTATION IS MADE. THAT ALL EXISTING UTILITIES ARE SHOWN W' SHUPF �MBERGVLS_114332 CCCC HEREON. THE ENGINEER ASSUMES NO. RESPONSIBILITY FOR UTILITIES EXPDiE4 ',11/30/OB 1- 800_424 -5555 NOT SHOWN LL UTILREES NOT SHO1-800-424-5555 IN THEIR PROPER LOCATION. D : UNDERGROUN SERVICE(USA) Cs °�Jo2''t-J�o�•• � � 1-- •'n,rsr�•T ca' -kD- RCANNED OCT 2 72006 ae' ROLL 03 2` . SYMBOL LEGEND .�S (D SURVEY MONUMENT MONUMENT FOUND S SURVEY 0 SURVEY MARKER FOUND ga� PQ OFF EXISTING 6 6 e pE CB# 5, TYPE 11 -60" ° ® GAS METER SPLIT RAIL FENCE AT EDGE OF BUFFER -68 W/ LOCKING GRATE RIM =91.00 $ 50' BUFFER o MAILBOX 47'x96" , INFILTRATION TANK INV =81.50 ( 36" ) ¢ UTILITY POLE 72 -SEE DETAIL � -- - - - - -_ - � aa- TREES TO BE SAVED THE ❑ CATCH BASIN STA. 1 +96, 2'LT A- ''8° 86 REMAINDER WILL BE ® STORM MANHOLE CB# 4, TYPE II -72" 1$ 1 61T LOCKING GRATE - •ULU 18 D tB` rS •�6°'/ REMOVED QS SEWER MANHOLE STA. +82, W/ CB# 3, TYPE 11 -72" RIM= 93.49g4 W/ LOCKING GRATE INV =81.58 (12"&36" _ 9 Sts ;� - °� O / PRIVATE ® X WATER METER WATER VALVE g5,13 Rim --%.68 ;�111di�L� �B 8s '. �_ _ eb -: DRAINAGE STA. 1 +49, 5'RT �i FIRE HYDRANT 6 INV =92.50 3p 4L' 15^12" SD �� EASEMENT END 4" WATERLINE W 6.4' SUMP CV ;'CEDAR �, 00 / ® ,�g O -, 8' "FIR -SEE DETAIL � - ,lz"FI �f' 1 -2" BLOWOFF PER C.O.R. STD DETAIL N0: B105 ® WATER MANHOLE Gi p 12' GRAVEL ACCESS �s 8 FIR Y(� ;' �� „ T iz 4 FIR W/ THRUST BLOCKING O DECIDUOUS TREE AS NOTED ROAD ® 15% MAX. c ate- 10 "MAPLE -6 °C Q MAPLE TREE STA. 1 +47; 7'LT K AR # 3240 6 cF 10 " ®� `` I CEDAR TREE CB# 2, TYPE II -72" mss -^ 1 " - -Q2 °FIRt\ - % FIR TREE W/ LOCKING VANED GRATE RIM= 100.!3? s" C RO AIN ®p, 12.63'I 106 - 12 "CEDAR .x. PINE TREE INV =98.9@ _ 159.99' - _- 10 "CEDAR -- 110 -- ALDER TREE W/ 6.4' SUMP 1 1/2" HDPE SEWER PRESSURE �toz0 _ _ _ _._ L .. ER- ' _ r i.1 5' PR 6 °AP E ' _� 16"F R z- 1 -FIRE HYDRANT ASSEMBLY PROPOSED LINE FOR LOT 4 w 20'- PAVED ACCESS J D I E EASF�yIEN -T - - -- - Y? -- - - PER C.O.R. STD: DETAIL 8102 I 14- 1 -8 "x6" TEE (FL) IM PROPOSED WATER METER 120' -4" D.I. CL52 WATERLINES z IR -: o � to 1 -8" ADAPTER (FLxMJ) 116- 1 GATE VALVE: (FLxMJ): ■ PROPOSED CATCH BASIN 26' PRIVATE ACCESS /UTILITY EASEMEN �' �° -- " WA -6" 1 -4't 6" D.I. CL52 / z 120 PARCEL # 3224059041 0 = �18"FIR T S FOR SHED 0 ` LO 3 & 4 09118- 1 -8 "x 4" REDUCER FLxMJ NOTES STA. 0+75 GRAVITY SEWER SERVICE r 18'FIR 2 AR 6'c �, N W/ THRUST BLOCKING 1p 1. ALL BUILDINGS TO BE -END 6" PVC -BEGIN 1 1/2" PVC HOPE PRESSURE LINE ,° B pV P ILDING � 3� 09. w _ PARCEL # 3224059081' REMOVED. 2. A SEWER GRINDER PUMP 6" PVC GRAVITY HOUSE C CRETE 0 APPROXIMATE LOCATION OF SEWER SERVICE LINE /, o °FI FF =119.5 3 ¢ 3o "FI 1 EX. SS STUB TO BE USED SYSTEM SHALL BE C RpORT o Z -,2° FOR LOT 2 (REPLACE TO CONSTRUCTED FOR LOT Ld v z W ze"c DAR 1- o I R LINE 4, TO BE DESIGNED AND APPROVED WITH q� I � 30 dEDAR NEW 6'PVC LOT 4 BUILDING o 110 0o � CONCRETE R A W� OVERH G o SS STUB O 2% MIN. PERMIT. 3 tO 81 PINE p GRAVEL o 09. 9 50.00' EX. WATER METER ,. c..cc•nn c� r "cn nn _ 1 � -TO BE USED FOR LOT 1 o� �\C9 Sl TG' MA C Y CREEK �P� r I 40 5T. z N 38TH ST. �P o N ST. g z 3 KENNYDAL < O $ N 31TH ST. n N VICIN" MAP NTS SURVEY NOTES BASIS OF BEARING THE SOUTHWEST SECTION LINE OF SEC.32 -24 -5 BEARING S 89'03'55" E DATUM NAVD 88 BENCHMARK CITY OF RENTON NO. 526 TOP OF. HARD NAIL 2 FEET EAST OF CENTERLINE INTERSECTION OF PARK AVENUE NOR TH AND NORTH 33RD: PLACE ELEVATI ON= 18209 INSTRUMENTATION INSTRUMENT USED: 5 SECOND ELECTRONIC DISTANCE MEASURING UNIT. FIELD SURVEY CONTROL WAS BY .CLOSED TRAVERSE LOOPS, MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN ACCORDANCE. WITH WAC 332- 130 -090. LEGAL DESCRIPTION THAT PORTION OF GOVERNMENT LOT 1, SECTION 36 "CEDAR. ^t°�'r M 32. TOWNSHIP 24 NORTH. RANGE 5 EAST, W.M., IN f7 :u, f4 'WOOD FENCE 2 "C� '24" KING COUNTY, WASHINGTON. DESCRIBED AS FOLLOWS: BEGINNING AT THE NE CORNER OF SAID ALI °A - -- GOVERNMENT LOT;. ss- s FOUND MORN THENCE_ ALONG THE EAST LINE- THEREOF, ss EX.8'SEVeR �s C SOUTH 1'42'13" WEST 674.35 FEET; N \ GE OF ASPHALT SEWER MANHOLE THENCE NORTH 88.48.58" WEST 955.66 FEET, 100 SEWER MANHOLE CATCH BASIN C RIM= 122.81 THENCE SOUTH 12.49'30' WEST 264.57 FEET, N d RIM-116.13 RIM =117.93 ' `� "0TH ST. INV= 109.61,8 "CONC S THENCE SOUTH 53.55'46" EAST 416.57 FEET TO INV= 102.43,8'CONG E INV =115.63,12 "ADS S NEW WATER METER INV= 109.56,8'CONC W THE TRUE POINT OF BEGINNING. ,$Q -I-- THENCE SOUTH 1'11'02" WEST 162.58 FEET TO THE INV = 102.38,8 "CONC W FOR LOT 2 v STORM MANHOLE SOUTH LINE OF SAID GOVERNMENT LOT; STORM MANHOLE. RIM= 122.91 THENCE ALONG SAID LOT. LINE NORTH 88.48.58" -12" SO RIM -118 69 INV =117.91,18 "ADS S WEST 160 FEET•, 1- 12 "x8" TAPPING TEE (FL) THENCE NORTH 111'02' EAST TO 7335! c INV 11444 8 CONC E INV= 117.91,18'ADS W IN 39 18'CONC E CATCH BASIN W/ TAPPING .GATE VALVE (FLxMJ) A PM T WHICH BEARS NORTH BEGINNING; wesT W/ THRUST BLOCKING Z FROM THE TRUE POINT OF BEGINNING; -`2. INV= 113.39,18 "CONC W RIM= 11$,66 THENCE SOUTH 535546 EAST TO THE INV= 113.59,12'ADS N INV= 115.66,8 "CONC W APPROXIMATE I TRUE POINT OF BEGINNING; EXCEPT THAT PORTION 90 LOCATION OF w THEREOF WITHIN SOUTHEAST 84TH STREET. EXISTING > 0 510 20 30 12 "WATER Q SCALE 1" = 30' I R i mrlij 0 STA. 1 +96, 21T 26' PRIVATE I 0 CBR 4, TYPE ?AT4 ACCESS/UTILITY E EMENT Q W/ LOCKING Gjt 4 3' EASEMENT RIM =93d� qa,T_j il' z'D' r I-L.I RECOMMENDED INV =BU80 (A!%3s') �Q.•`� 3' THICKENED EDGE I OWNER /DEVELOPER: FOR APPROVAL r1V $i,ict ti1RJ t0' BASIC VENTURES y 18211 240TH AVE. SE � i 'ter' l MAPLE VALLEY, WA 98038. BY U v `% @ego WASH" K4, ENGINEER %SURVEYOR: By 3 r� G BAIMA & HOLMBERG, INC. 2� 100 FRONT STREET CHECKED FOR COMPLIANCE s ISSAQUAH, WA. 98027 TO CITY STANDARDS 0 4" COMPACTED DEPTH CLASS 'B' "S R 1 11332 �ep DATE ASPHALT CONCRETE "Sjr '�'AL LAND 6" COMPACTED DEPTH CRUSHED ROCK C��lUPE DATE EXPIRE4 �) D �_`� OF:. WA 3� AVOID CUTTING UNDERGROUND u DATE �LTI oS FIRM. SUBGRADE, ADDITIONAL GRAVEL l•' UTIUTY UNES. ITS COSTLY BASE MAY BE REQUIRED DEPENDING ON 'THESE PLANS ARE "AS BUILT' N SOIL CONDITIONS AND THE INFI_ 'TN SHOWN �\ NOTE: ACCURATELY REFL � TS EXISTING �' �y; V a�I EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY ROAD A FIELD COND T/IONS AS OF THIS 11832 before you IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE PRIVATE ACCESS /UTILfFY EASEMENT SECTION DAI. �� Vi �ISCYS� Di �� EXACT VERTICAL AND HORIZONTAL COMMENCING OF ALL EXISTING UNDER- PRIVATE - GROUND UTILITIES PRIOR RI COMMENCING CONSTRUCTION IN NO N.T.S. W. 'Y70NAL REPRESENTATION IS MADE. THAT ALL EXISTING UTILITIES ARE SHOWN W' SHUPF �MBERGVLS_114332 CCCC HEREON. THE ENGINEER ASSUMES NO. RESPONSIBILITY FOR UTILITIES EXPDiE4 ',11/30/OB 1- 800_424 -5555 NOT SHOWN LL UTILREES NOT SHO1-800-424-5555 IN THEIR PROPER LOCATION. D : UNDERGROUN SERVICE(USA) Cs °�Jo2''t-J�o�•• � � 1-- •'n,rsr�•T ca' -kD- RCANNED OCT 2 72006 ae' ROLL 03 2` .