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HomeMy WebLinkAboutzS-3245Set�* m 0 r O i N � 0 0 to ao CL � I F- L,j O 0 3:z = L1 (n (V L1J w cj _ 0 c; as co tnfsl 1 ocs� 0 -w a$' _E ~'i g o C e �g M 0 m s r Of i f~-- 0 it) o to ao CL � o� L,j O 0 3:z = L1 (n 0 L1J w cj _ 0 0 LLI w Q LEI O N LLJ 'Q . °8 -i (� < _ 4J W 0 CL w m z 0 41 W 0 `> \001 a- 0 cii v I'__ c; as co tnfsl 1 ocs� 0 -w a$' _E ~'i g o C e �g M 0 s r i 0 ac Z z Z o � z w w > Ir z 0 0 Ir L Q_ 0 Q Q U IY m i a LL_ w Z V) 0 > ir Of ,I z 12'* -I 12( EX. CATCH BA RIM-117 INV= 115.63 (12 "ADS- 11C K* 90 DATUr I "V 8000 cr r PORTION OF THE N.W. 1/4, OF SEC. 32, TWN 24 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON PVI STA = 0 +33.46 PVI ELEV = 118.29 A.D. _ -13.00 K = 1.54 s 3 zv V%� it) o to ao O q* Q N 0 o 0 ui l Lj O N �V 'Q . (� l J (%I 4J W + n. 5 CL m m in 41 ` 'j `> w 0 ac Z z Z o � z w w > Ir z 0 0 Ir L Q_ 0 Q Q U IY m i a LL_ w Z V) 0 > ir Of ,I z 12'* -I 12( EX. CATCH BA RIM-117 INV= 115.63 (12 "ADS- 11C K* 90 DATUr I "V 8000 cr r PORTION OF THE N.W. 1/4, OF SEC. 32, TWN 24 N., RGE 5 E., W.M. CITY OF RENTON, WASHINGTON PVI STA = 0 +33.46 PVI ELEV = 118.29 A.D. _ -13.00 K = 1.54 0+00 1+00 2 +00 vN `.PLO F SPLIT RAIL FENCE 6 op AT EDGE OF BUFFER -68 47'x96" �� 0 50 1 BUFFER INFILTRATION TANK 7 a1_ -SEE DETAIL 2 - - - - - -- SYMBOL LEGEND ® SURVEY MONUMENT 61 SURVEY MONUMENT FOUND 0 SURVEY MARKER FOUND EXISTING CB# 5, TYPE II -60" rWI LOCKING GRATE ® GAS METER RIM =91.00 o MAILBOX INV =81.50 (36 ") UTILITY POLE r TREES TO BE SAVED THE D CATCH BASIN oI 0 SITE """ SEEK .�� aetH ST. � N sr. KENNYDAL o N 31 7H ST. d N J07N S N 27"M ST. „c a , REMAINDER WILL BE @ STORM MANHOLE c6 4, TYPE II -72 1a CEO ,�� REMOVED VICINITY MAP STA. 1+82, 6'LT W/ LOCKING GRATE -` ) ��o / (D SEWER MANHOLE NTS wB# 3, TYPE II -72 - RIM »93.90 A� o,� ® WATER METER / LOCKING GRATE INV -81.50 (12 &36 )- RIM =96.00 8s a„� {, .,, �� PRIVATE . N WATER VALVE INV =92650 co �T _ ,,� DRAINAGE STA. 1 +49, 5 RT W/ 6.4' SUMP 15'^'12" SD N:' 2'cEDAR EASEMENT END 4" WATERLINE FIRE HYDRANT -SEE DETAIL 0 73.33% ° ! "FIR °° 1 -2" BLOWOFF PER C.O.R. -..Lz 'FI - � STD DETAIL NO. 8105 � WATER MANHOLE 12' GRAVEL ACCESS --- �� \ 8 °FIR � `� W/ THRUST BLOCKING {`• DECIDUOUS TREE As NOTED ROAD 0 15% MAX. '`• 12" FIR �-�` w ,r 4 � 2 F R �- .. ---- SURVEY NOTES 10 "MAPLE'` -6 °C R �0 MAPLE TREE STA. 1 +47, 7'LT 'r'' = AR # 3?�2405906 - �F 1a CEDAR TREE ASIS OF BEARING CB# 2, TYPE 11 -72" `�-gs --- -'"�33'N1 " 017 ` EE G W/ LOCKING VANED GRATE " `•.`? FIR FIR TREE THE SOUTHWEST SECTION LINE OF RIM = 100.82 9 ,� C R� AIN •1 • 2 °CEDAR SEC.32 -24 -5 INV =98.OQ 0. •' 159.99 10 CEDAR � PINE TREE BEARING S 89'03'55" E 110 W/ 6.4' SUMP EI4-- + � - � � • r ALDER TREE _ , s"FIR DATUM NAVD 88 1 1/2- HDPE SEWER PRESSURE - -102 U ''' ` 5 P ♦ 6"APPUE 112__ 1 --FIRE HYDRANT ASSEMBLY PROPOSED LINE FOR LOT 4 PER C.0 R STD DETAIL B102 20' PAVED ACCESS EASIENT O _ IN PROPOSED WATER METER BENCH MARK 120 o-e D.I. CL52 WATERLINE � '' z - � 14 1-8"x6* TEE (FL) . �� • '��I: T" 1 -$" ADAPTER (FLXMJ) ■ PROPOSED CATCH BASIN CITY of RENTON NO. 526 26 PRIVATE ACCESS /UTILITY EASEMENT° 0 115- 1 -6" GATE VALVE FLxMJ TOP OF HARD NAIL 2 FEET EAST OF / z WA � ) 1 -4'f 6" D.I. CL52 CENTERLINE INTERSECTION OF PARK AVENUE 12^ PARCEL # 3224059041 0$ 18'FIR S FOR SHED I1 » NORTH AND NORTH 33RD PLACE " STA 0 +75 '` 18"FIR LO 3 dt 4 $ 8TMR REDUCER (FLxMJ) NOTES ELEVATION - 182.09 -END fi PVC GRAVITY SEWER SERVICE, 2 AR s"cE (,\I / US BLOCKING - -BEGIN 1 1/2" PVC HOPE PRESSURE LINE P B ILDING 10 1. ALL BUILDINGS TO BE INSTRUMENTATION » w ELECTRONIC w 3Q.. 111 r PARCEL # 3224059081 REMOVED. 6 PVC GRAVITY 09• INSTRUMENT USED: 5 SECOND ELECTRO SEWER SERVICE LINE HOUSE C CRETE APPROXIMATE LOCATION OF 2. A SEWER GRINDER PUMP DISTANCE MEASURING UNIT. FIELD SURVEY 0 "FIR FF =119.5 U 3o °FI o EX. SS STUB TO BE USED SYSTEM SHALL BE CONTROL WAS BY CLOSED TRAVERSE LOOPS, w "l 28"c DAR C RP ORT '� FOR LOT 2 (REPLACE TO CONSTRUCTED FOR LOT MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN Z .4 I R/W LINE) 49 TO BE DESIGNED ACCORDANCE WITH WAC 332- 130 -090. --1 14 I �¢ AND APPROVED WITH 110 0 , � R CONCRETE ca w� 30 °CEDAR NEW 6 "PVC LOT 4 BUILDING :1 - VER A SS STUB 0 2X MIN. PERMIT. O 8"PINE p GRAVEL O, FI 109. 9' 50.00 v � .� Ex. WATER METER �16 S 8804955 E 159.99 � TO BE USED FOR LOT 1 LEGAL DESCRIPTION Ob kr r 36 "CEDAR ;n 6"F1 M THAT PORTION OF GOVERNMENT LOT 1, SECTION 4" C : 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN M 'WOOD FENCE !- 2"C` 24" KING COUNTY, WASHINGTON, DESCRIBED AS � 0 2 FOLLOWS: -- - � _ .__. _ _ _ -_ _ � BEGINNING AT THEN CORNER OF SAID - - -- ---ss -- -- ; ti g ti �_ r.. ,� _ __- _ w _ GOVERNMENT LOT; E X. 8 SE WAR - s _ yy._ __ _Ss FOUND M ON -` THENCE ALONG THE EAST LINE THEREOF, GE OF ASPHALT 100 SOUTH 1'42'13' WEST 674.35 FEET; SEWER MANHOLE CATCH BASIN SEWER MANHOLE - ow THENCE NORTH 8848'58" WEST 955." FEET. RIM= 116.13 RIM= 117.93 -N 40TH ST. RIM= 122.81 THENCE SOUTH 12.49'30` WEST 264.57 FEET, INV = 102.43,8 CONC E INV = 115.63,12 ADS S INV- 109.61,8 N CONC S THENCE SOUTH 53"55'46 EAST 416.57 FEET TO NEW WATER METER �-•� INV' = 109.56, 8'CON C W THE TRUE POINT OF BEGINNING. INV =102.38,8 "CONC W + FOR LOT 2 I `" STORM MANHOLE THENCE SOUTH 171'02' WEST 162.58 FEET TO THE STORM MANHOLE RIM= 122.91 SOUTH LINE OF SAID GOVERNMENT LOT; )', -12" SD RIM= 1 18.69 THENCE ALONG SAID LOT LINE NORTH A8'4a'S8" 73.33% 8 CONC E 1-- 12 "x8" TAPPING TEE (FL) INV =117.91,18 "ADS S WEST 160 FEET; IN V= 114.44, 1 -8" TAPPING GATE VALVE FLxMJ INV =117.91,18'ADS W THENCE NORTH 111'02" EAST TO INV= 113.39,18 CONK E CATCH BASIN � � W/ THRUST BLOCKING INV =113.39,18 "CONC W RIM =118.66 Z FROM POINT TH TRUE BEARS OINT OF BEGINNING; s sT INV =113.59,12'ADS N " APPROXIMATE THENCE SOUTH 5355'46' EAST TO THE INV =115.66.8 CONK W I TRUE POINT OF BEGINNING; EXCEPT THAT PORTION EXISTING 90 LOCATION OF � W THEREOF WITHIN SOUTHEAST 84TH STREET. I > o s 10 20 30 12 WATER SCALE 1" 30' R Ic I S . 0 ,r► STA. 1+96. 2 LT 26 PRIVATE CB# 4, TYPE II -72" ACCESS /UTILITY W/ LOCKING GRATE 3' EASEMENT Q RIM -93.90 INV -81.50 (12 -&M-) 3' THICKENED EDGE OWNER /DEVELOPER. • RECOMMENDED 7' 10' BASIC VENTURES FOR APPROVAL 18211 240TH AVE. SE / ,�j -- % MAPLE VALLEY, WA 98038w.' -y ENGINEER /SURVEYOR: r BAIMA & HOLMBERG, INC. 100 FRONT STREET CHECKED FOR COMPLIANCE ISSAQUAH, WA. 98027 TO CITY sTANa�ROs 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE: om _ 6" COMPACTED DEPTH CRUSHED ROCK �UPE y✓ OIK![ 24t1n< FIRM SUBGRADE ADDITIONAL A $ Y AVOID CUTTING UNDERGROUND GRAVEL p 4`�' UTILITY LINES. ,T•s cosnY OIA7E �- BASE MAY BE R IR EQU ED DEPENDING ON SOIL CONDITIONS Call NOTE: ROAD A for. you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY PF�1/ATE ACC:E8S /�� EASEMENT �CT�N I 11332 � ,+ EXACTLVERCALE AND HORIZON.TALELOCATIONIoF ALL DEXISTING UNDER - N.T.S. f� Dige GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCT. No SAL CONSTRUCT". IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPON91NUTY FOR UTILITIES m"m 11 30 06 1400424=5M NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROP'IEIt LOCATION. CALL BEFORE YOU DIG: 1 -ADO- 424 -5555 ROLL 2 0.2 FR320 SCANNED MAY 0 12006 ®�?• 32��0 s �t•I✓�v ,' ,c,- .1rt.�s'o� 1 N zv V%� it) o to ao O q* N N N oD Fa- l Lj O ~ (� l J (%I 4J W + n. 5 CL m m o 41 cii v W W --2.0 If If 11 III `, F�1'i N G pu 3 z .Q a 0 •, W 0 In \ N Ilk s � STA. 1+47. 71T. COO 2. TYPE II -72" W/ LOCKING VANED GRATE RIM- 100.82 W/ 6.4' SUMP TA. 1+8Z 6'LT ROAD A W/ LOCKING GRATE 1 " =30' HORIZ. RIM -86.00 INV -92.27 1 " =5' VERT. W/ 6.4' SUMP © 00 M (V ap ai u'i V. w° a0 00 ci cb 0+00 1+00 2 +00 vN `.PLO F SPLIT RAIL FENCE 6 op AT EDGE OF BUFFER -68 47'x96" �� 0 50 1 BUFFER INFILTRATION TANK 7 a1_ -SEE DETAIL 2 - - - - - -- SYMBOL LEGEND ® SURVEY MONUMENT 61 SURVEY MONUMENT FOUND 0 SURVEY MARKER FOUND EXISTING CB# 5, TYPE II -60" rWI LOCKING GRATE ® GAS METER RIM =91.00 o MAILBOX INV =81.50 (36 ") UTILITY POLE r TREES TO BE SAVED THE D CATCH BASIN oI 0 SITE """ SEEK .�� aetH ST. � N sr. KENNYDAL o N 31 7H ST. d N J07N S N 27"M ST. „c a , REMAINDER WILL BE @ STORM MANHOLE c6 4, TYPE II -72 1a CEO ,�� REMOVED VICINITY MAP STA. 1+82, 6'LT W/ LOCKING GRATE -` ) ��o / (D SEWER MANHOLE NTS wB# 3, TYPE II -72 - RIM »93.90 A� o,� ® WATER METER / LOCKING GRATE INV -81.50 (12 &36 )- RIM =96.00 8s a„� {, .,, �� PRIVATE . N WATER VALVE INV =92650 co �T _ ,,� DRAINAGE STA. 1 +49, 5 RT W/ 6.4' SUMP 15'^'12" SD N:' 2'cEDAR EASEMENT END 4" WATERLINE FIRE HYDRANT -SEE DETAIL 0 73.33% ° ! "FIR °° 1 -2" BLOWOFF PER C.O.R. -..Lz 'FI - � STD DETAIL NO. 8105 � WATER MANHOLE 12' GRAVEL ACCESS --- �� \ 8 °FIR � `� W/ THRUST BLOCKING {`• DECIDUOUS TREE As NOTED ROAD 0 15% MAX. '`• 12" FIR �-�` w ,r 4 � 2 F R �- .. ---- SURVEY NOTES 10 "MAPLE'` -6 °C R �0 MAPLE TREE STA. 1 +47, 7'LT 'r'' = AR # 3?�2405906 - �F 1a CEDAR TREE ASIS OF BEARING CB# 2, TYPE 11 -72" `�-gs --- -'"�33'N1 " 017 ` EE G W/ LOCKING VANED GRATE " `•.`? FIR FIR TREE THE SOUTHWEST SECTION LINE OF RIM = 100.82 9 ,� C R� AIN •1 • 2 °CEDAR SEC.32 -24 -5 INV =98.OQ 0. •' 159.99 10 CEDAR � PINE TREE BEARING S 89'03'55" E 110 W/ 6.4' SUMP EI4-- + � - � � • r ALDER TREE _ , s"FIR DATUM NAVD 88 1 1/2- HDPE SEWER PRESSURE - -102 U ''' ` 5 P ♦ 6"APPUE 112__ 1 --FIRE HYDRANT ASSEMBLY PROPOSED LINE FOR LOT 4 PER C.0 R STD DETAIL B102 20' PAVED ACCESS EASIENT O _ IN PROPOSED WATER METER BENCH MARK 120 o-e D.I. CL52 WATERLINE � '' z - � 14 1-8"x6* TEE (FL) . �� • '��I: T" 1 -$" ADAPTER (FLXMJ) ■ PROPOSED CATCH BASIN CITY of RENTON NO. 526 26 PRIVATE ACCESS /UTILITY EASEMENT° 0 115- 1 -6" GATE VALVE FLxMJ TOP OF HARD NAIL 2 FEET EAST OF / z WA � ) 1 -4'f 6" D.I. CL52 CENTERLINE INTERSECTION OF PARK AVENUE 12^ PARCEL # 3224059041 0$ 18'FIR S FOR SHED I1 » NORTH AND NORTH 33RD PLACE " STA 0 +75 '` 18"FIR LO 3 dt 4 $ 8TMR REDUCER (FLxMJ) NOTES ELEVATION - 182.09 -END fi PVC GRAVITY SEWER SERVICE, 2 AR s"cE (,\I / US BLOCKING - -BEGIN 1 1/2" PVC HOPE PRESSURE LINE P B ILDING 10 1. ALL BUILDINGS TO BE INSTRUMENTATION » w ELECTRONIC w 3Q.. 111 r PARCEL # 3224059081 REMOVED. 6 PVC GRAVITY 09• INSTRUMENT USED: 5 SECOND ELECTRO SEWER SERVICE LINE HOUSE C CRETE APPROXIMATE LOCATION OF 2. A SEWER GRINDER PUMP DISTANCE MEASURING UNIT. FIELD SURVEY 0 "FIR FF =119.5 U 3o °FI o EX. SS STUB TO BE USED SYSTEM SHALL BE CONTROL WAS BY CLOSED TRAVERSE LOOPS, w "l 28"c DAR C RP ORT '� FOR LOT 2 (REPLACE TO CONSTRUCTED FOR LOT MINIMUM CLOSURE OF LOOPS WAS 1:22,000, IN Z .4 I R/W LINE) 49 TO BE DESIGNED ACCORDANCE WITH WAC 332- 130 -090. --1 14 I �¢ AND APPROVED WITH 110 0 , � R CONCRETE ca w� 30 °CEDAR NEW 6 "PVC LOT 4 BUILDING :1 - VER A SS STUB 0 2X MIN. PERMIT. O 8"PINE p GRAVEL O, FI 109. 9' 50.00 v � .� Ex. WATER METER �16 S 8804955 E 159.99 � TO BE USED FOR LOT 1 LEGAL DESCRIPTION Ob kr r 36 "CEDAR ;n 6"F1 M THAT PORTION OF GOVERNMENT LOT 1, SECTION 4" C : 32, TOWNSHIP 24 NORTH, RANGE 5 EAST, W.M., IN M 'WOOD FENCE !- 2"C` 24" KING COUNTY, WASHINGTON, DESCRIBED AS � 0 2 FOLLOWS: -- - � _ .__. _ _ _ -_ _ � BEGINNING AT THEN CORNER OF SAID - - -- ---ss -- -- ; ti g ti �_ r.. ,� _ __- _ w _ GOVERNMENT LOT; E X. 8 SE WAR - s _ yy._ __ _Ss FOUND M ON -` THENCE ALONG THE EAST LINE THEREOF, GE OF ASPHALT 100 SOUTH 1'42'13' WEST 674.35 FEET; SEWER MANHOLE CATCH BASIN SEWER MANHOLE - ow THENCE NORTH 8848'58" WEST 955." FEET. RIM= 116.13 RIM= 117.93 -N 40TH ST. RIM= 122.81 THENCE SOUTH 12.49'30` WEST 264.57 FEET, INV = 102.43,8 CONC E INV = 115.63,12 ADS S INV- 109.61,8 N CONC S THENCE SOUTH 53"55'46 EAST 416.57 FEET TO NEW WATER METER �-•� INV' = 109.56, 8'CON C W THE TRUE POINT OF BEGINNING. INV =102.38,8 "CONC W + FOR LOT 2 I `" STORM MANHOLE THENCE SOUTH 171'02' WEST 162.58 FEET TO THE STORM MANHOLE RIM= 122.91 SOUTH LINE OF SAID GOVERNMENT LOT; )', -12" SD RIM= 1 18.69 THENCE ALONG SAID LOT LINE NORTH A8'4a'S8" 73.33% 8 CONC E 1-- 12 "x8" TAPPING TEE (FL) INV =117.91,18 "ADS S WEST 160 FEET; IN V= 114.44, 1 -8" TAPPING GATE VALVE FLxMJ INV =117.91,18'ADS W THENCE NORTH 111'02" EAST TO INV= 113.39,18 CONK E CATCH BASIN � � W/ THRUST BLOCKING INV =113.39,18 "CONC W RIM =118.66 Z FROM POINT TH TRUE BEARS OINT OF BEGINNING; s sT INV =113.59,12'ADS N " APPROXIMATE THENCE SOUTH 5355'46' EAST TO THE INV =115.66.8 CONK W I TRUE POINT OF BEGINNING; EXCEPT THAT PORTION EXISTING 90 LOCATION OF � W THEREOF WITHIN SOUTHEAST 84TH STREET. I > o s 10 20 30 12 WATER SCALE 1" 30' R Ic I S . 0 ,r► STA. 1+96. 2 LT 26 PRIVATE CB# 4, TYPE II -72" ACCESS /UTILITY W/ LOCKING GRATE 3' EASEMENT Q RIM -93.90 INV -81.50 (12 -&M-) 3' THICKENED EDGE OWNER /DEVELOPER. • RECOMMENDED 7' 10' BASIC VENTURES FOR APPROVAL 18211 240TH AVE. SE / ,�j -- % MAPLE VALLEY, WA 98038w.' -y ENGINEER /SURVEYOR: r BAIMA & HOLMBERG, INC. 100 FRONT STREET CHECKED FOR COMPLIANCE ISSAQUAH, WA. 98027 TO CITY sTANa�ROs 4" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE: om _ 6" COMPACTED DEPTH CRUSHED ROCK �UPE y✓ OIK![ 24t1n< FIRM SUBGRADE ADDITIONAL A $ Y AVOID CUTTING UNDERGROUND GRAVEL p 4`�' UTILITY LINES. ,T•s cosnY OIA7E �- BASE MAY BE R IR EQU ED DEPENDING ON SOIL CONDITIONS Call NOTE: ROAD A for. you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY PF�1/ATE ACC:E8S /�� EASEMENT �CT�N I 11332 � ,+ EXACTLVERCALE AND HORIZON.TALELOCATIONIoF ALL DEXISTING UNDER - N.T.S. f� Dige GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCT. No SAL CONSTRUCT". IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPON91NUTY FOR UTILITIES m"m 11 30 06 1400424=5M NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROP'IEIt LOCATION. CALL BEFORE YOU DIG: 1 -ADO- 424 -5555 ROLL 2 0.2 FR320 SCANNED MAY 0 12006 ®�?• 32��0 s �t•I✓�v ,' ,c,- .1rt.�s'o� 1 N � 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` .