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HomeMy WebLinkAboutS-324501�* 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