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Home My WebLink AboutS-335103PORTION OF THE SW 1/4 OF THE NW 1/4 OF SEC 4, TWN 23 N, R 5 E, W.M. CITY OF RENTON, WASHINGTON CITY OF RENTON MON #1837 FND 2 1/2" FLAT BRASS DISC W /PUNCH ON CONC MON IN C (2/06) NE 25th STREET] GRAPHIC SCALE Y 20 0 10 20 40 80 EX CB ( IN FEET ) RIM EL = 326.01' 1 inch = 20 ft. INV EL = 323.50 EX �W COMPLIES WITH CITYS STANDARDS. 4" Vi Vi f S SS W SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CITY;; ° G 2 !e I REC NO. 200009270001 7;; s ..< STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE y ROCKERY AS NECESSARY TO CONSTRUCT. NEW SIDEWALKS. i�cu W s' .a pa ewa'z11, Q ZSTA 0 +36, 14' RT TO STA 3 +10, 14' RT, CONSTRUCT: ; ;; z Lyn .STANDARD CURS,. GUTTERS AND SIDEWALKS AND - - EX CB 'eg TERMINATE SIDEWALKS WITH CONCRETE RAMP (REFER TO RIM. EL = 326.20 ; W '; ' t•. Q N DETAIL SHEET) INV EL = 320.90' ;; i ;; EX. WATER n_n N CONSTRUCT 6" ROOF DRAIN TO EXISTING CATCH BASIN AT " " SERVICE TO STA 0 +30, 17' RT TO SERVE ALL LOTS. ;"�i o , �� LOT 1 STA 0 +89, 30' RT AND STA 1 +62, 30' RT, CONSTRUCT A.D.A. CURB RAMP I /L 27.00 NEW SANITARY SEWER STUB FOR LOTS 1 AND 3, AT MIN SEE DETAILS FF= 327.00 SLOPE OF 2.0% I' �� - /OC) STA 0 +94,.2.5'R z " EX 6" SS STUB EXTENDS EXISTING SANITARY SEWER STUBS TO WITHIN ,; d INV = 316.18 FIVE FEET INSIDED FRONT LOT LINE AT STA 0 +94 AND ®�r Cn -�.!� " W - n Q- y cs n z STA 2 +20. a CJ B 'I . I- $ o ,m Z Y O ;STA 0 +97.5, J STA 1 +55, 21' RT INSTALL NEW WATER SERVICE FOR LOT F-r �..... ' 2.5'RT 3. EXTEND EXISTING SERVICES, IF NECESSARY, BEHIND THE I; ® NEW 6" SS STUB NEW SIDEWALKS. ;� m W 1 n8 Q 9NV = 316.20 327_. - STA 3 +07, 21' RT REFURBISH EXISTING FIRE HYDRANT AS �� I REQUIRED BY CITY OF RENTON UTILITY DIVISION ; ;; lop 1 a 64.00, ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY Cn OF RENTON TRENCH RESTORATION AND STREET OVERLAY ; i Q ii 4 DETAIL. i n z DO q-. ( F — EX ° 30.00 1 .30 .00 I HOUSE Z (,!l 81, q 340 336 332 328 324 320 DATUM EL,0n 315.00 N M - - -- 100.00 VC -' METHOD USED: FIELD TRAVERSE WITH ACTUAL > FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -.090 HIGH POINT ELEV = 330.67 DATE OF SURVEY: FEBRUARY 2006 . LEGEND BASIS OF BEARING: WEST LINE OF THE NE 1/W OF ROP T C PROFILE HIGH POINT STA = 1 +82.04 a, k ❑0 CB (TYPE 1) ° TELEPHONE CABINET `v ¢ o O STMH (TYPE 11) n SIGN v °1. n A.D. _ -4.83 O SANITARY SEWER MH IINV EL = 324.53' STA 4 +25, 13.5' LT N WATER VALVE K = 20.72 ~Q _: _ COD FENCE ® WATER METER /SERVICE ° MAIL BOX _L UJ - - -- -__- -_- -- 103LF- 8 "CMP. s, FIRE HYDRANT PK NAIL C P:: W -o- UTILITY POLE ® MON IN CASE/ ~ Q E-- GUY WIRE ® EX REBAR /PIPE N ® POWER JUNCTION BOX AS NOTED 0 z N Z] POWER PEDESTAL O C) O O N Q Z EX SSMH C W RIM EL = 327.01' W INV EL = 315.70' (� V CN FND 3" FLAT BRONZE DISC Q N W/ CROSS ON CONC MON > IN CASE (2/06) EX STMH ,I z RIM EL = 327.01 INV EL R PORTION OF THE SW 1/4 OF THE NW 1/4 OF SEC 4, TWN 23 N, R 5 E, W.M. CITY OF RENTON, WASHINGTON CITY OF RENTON MON #1837 FND 2 1/2" FLAT BRASS DISC W /PUNCH ON CONC MON IN C (2/06) NE 25th STREET] GRAPHIC SCALE Y 20 0 10 20 40 80 EX CB ( IN FEET ) RIM EL = 326.01' 1 inch = 20 ft. INV EL = 323.50 EX �W COMPLIES WITH CITYS STANDARDS. 4" Vi Vi f S SS W SPECIAL CONSTRUCTION NOTES AREA DEDICATED TO CITY;; ° G 2 !e I REC NO. 200009270001 7;; s ..< STA 0 +37. 30' RT TO STA 1 +56, 20' RT, REMOVE y ROCKERY AS NECESSARY TO CONSTRUCT. NEW SIDEWALKS. i�cu W s' .a pa ewa'z11, Q ZSTA 0 +36, 14' RT TO STA 3 +10, 14' RT, CONSTRUCT: ; ;; z Lyn .STANDARD CURS,. GUTTERS AND SIDEWALKS AND - - EX CB 'eg TERMINATE SIDEWALKS WITH CONCRETE RAMP (REFER TO RIM. EL = 326.20 ; W '; ' t•. Q N DETAIL SHEET) INV EL = 320.90' ;; i ;; EX. WATER n_n N CONSTRUCT 6" ROOF DRAIN TO EXISTING CATCH BASIN AT " " SERVICE TO STA 0 +30, 17' RT TO SERVE ALL LOTS. ;"�i o , �� LOT 1 STA 0 +89, 30' RT AND STA 1 +62, 30' RT, CONSTRUCT A.D.A. CURB RAMP I /L 27.00 NEW SANITARY SEWER STUB FOR LOTS 1 AND 3, AT MIN SEE DETAILS FF= 327.00 SLOPE OF 2.0% I' �� - /OC) STA 0 +94,.2.5'R z " EX 6" SS STUB EXTENDS EXISTING SANITARY SEWER STUBS TO WITHIN ,; d INV = 316.18 FIVE FEET INSIDED FRONT LOT LINE AT STA 0 +94 AND ®�r Cn -�.!� " W - n Q- y cs n z STA 2 +20. a CJ B 'I . I- $ o ,m Z Y O ;STA 0 +97.5, J STA 1 +55, 21' RT INSTALL NEW WATER SERVICE FOR LOT F-r �..... ' 2.5'RT 3. EXTEND EXISTING SERVICES, IF NECESSARY, BEHIND THE I; ® NEW 6" SS STUB NEW SIDEWALKS. ;� m W 1 n8 Q 9NV = 316.20 327_. - STA 3 +07, 21' RT REFURBISH EXISTING FIRE HYDRANT AS �� I REQUIRED BY CITY OF RENTON UTILITY DIVISION ; ;; lop 1 a 64.00, ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY Cn OF RENTON TRENCH RESTORATION AND STREET OVERLAY ; i Q ii 4 DETAIL. i n z DO q-. ( F — EX ° 30.00 1 .30 .00 I HOUSE Z (,!l 81, q 340 336 332 328 324 320 DATUM EL,0n 315.00 N M 0 +00 1 +00 2 +00 3 +00 SURVEY NOTES - - -- 100.00 VC -' METHOD USED: FIELD TRAVERSE WITH ACTUAL > FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -.090 HIGH POINT ELEV = 330.67 DATE OF SURVEY: FEBRUARY 2006 . BASIS OF BEARING: WEST LINE OF THE NE 1/W OF ROP T C PROFILE HIGH POINT STA = 1 +82.04 a, TOP 3" BRASS DISK W/ 'Y' PUNCH IN CONCRETE MON 1N CASE AT THE WEST PVI STA = 1 +50.29 `v ¢ o ° PVI ELEV = 331.03 ° M v °1. n A.D. _ -4.83 N M. IINV EL = 324.53' STA 4 +25, 13.5' LT z. K = 20.72 EX. PROFILE _: _ 0 +00 1 +00 2 +00 3 +00 SURVEY NOTES Gi > m METHOD USED: FIELD TRAVERSE WITH ACTUAL > FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -.090 DATE OF SURVEY: FEBRUARY 2006 . BASIS OF BEARING: WEST LINE OF THE NE 1/W OF ROP T C PROFILE o TOP 3" BRASS DISK W/ 'Y' PUNCH IN CONCRETE MON 1N CASE AT THE WEST i 1/4 OF SECTION; 4-23-05 ¢ 1988 CONTRACTOR /OWNER SHALL CONTACT PSE TO REMOVE EX. POLE AND GUY WIRE, tTA 3 +22, 13.51T CONVERT OVERHEAD LINE V X CB - .TYP I _ IINV EL = 324.53' STA 4 +25, 13.5' LT 920250 -0040 % EX CB -TYP I --- EX. PROFILE _: _ COD FENCE INV EL 327.73' -- --.- -- - - -- - -- -- -- - - -- -__- -_- -- 103LF- 8 "CMP. s, W3078 �' WI .. 8 m-B9- W` W o C N h N rn N O C) O O N O 0 +00 1 +00 2 +00 3 +00 SURVEY NOTES INSTRUMENT: TOPCON GPT 300OW TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 -130 -.090 DATE OF SURVEY: FEBRUARY 2006 . BASIS OF BEARING: WEST LINE OF THE NE 1/W OF SECTION 4- -23 -05 BENCHMARK: CITY OF RENTON MON #369 TOP 3" BRASS DISK W/ 'Y' PUNCH IN CONCRETE MON 1N CASE AT THE WEST 1/4 OF SECTION; 4-23-05 ELEVATION = 3312.57' (101.398m) NAVD 1988 CONTRACTOR /OWNER SHALL CONTACT PSE TO REMOVE EX. POLE AND GUY WIRE, tTA 3 +22, 13.51T CONVERT OVERHEAD LINE V X CB - .TYP I TO UNDERGROUND RIM EL = 329.43' IINV EL = 324.53' STA 4 +25, 13.5' LT 920250 -0040 % EX CB -TYP I RIM EL = 329.43' _: _ COD FENCE INV EL 327.73' - = ` --- - - -- -__- -_- -- 103LF- 8 "CMP. s, W3078 �' WI .. 8 m-B9- W` W o C CONTACTOR TO RAMP END OF $IDEWA'._K TO MATCH EX.� SURFACE -STA 3+03.5, 2.5'RT EX 6" SS STUB STA 4 +25, 12.0 RT \NWV= 317,2? EX CB -TYP I RIM EL = 329.36' INV EL = 327,76' FND 3" FLAT BRONZE DISC W / CROSS ON CONC MON IN CASE (2/06) EX COMPLIES COMPLIES WITH CITYS STANDARDS 4 PUA PER CONNECTION CITY OF SEATTLE THREADS WITI;� A STORTZ ADAPTOR, 4" SEATRE THREAD x p 5" 117TORTZ, ATTACHED WITH 1/8" STAINLESS STEEL 00 W o "AS- BI�ILT" NOTE: 'AS- BUILT' IS BASED ON A ACTUAL FIELD SURVEY BY TOUMAI ENGINEERS AND INFORMATION SUPPLIED BY CONDE,,ICTOR: RECOMMENDED S=335 103 E ROVAL OR APP BY DATE BY DATIL BY DATj= BY DATI__ BY -DATE UITI I ILI IITYI- 0161 /J- 3351x3 S-