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HomeMy WebLinkAboutS-365304ti o� z � C?. N v I` M 1' J �O h/ �O �ry Cv QCi Q�- EX SSMH RIM EL — 469.51' EL = 453.40' -10" 460 PORTION OF NE 1/4 OF SE PAD FF SYA , 'RIM, EL; 469 -6f� 462.01.' 'EL ,= 9.85' 45,6 .12' =8 "OUT nn 37LF_ 6" L IE= 464.40 - PAD 2 FF = 481.50 / Gr PAD, '3 FF - 462.00 IE =45�.53,'37LF -6" SS c� FF,= 463.@ E =2% 55.38 �P OR { 37.00' / 8440'4 E} E SSMH #1 STA 2+ O, 5,0' LT - RIM EL = 467.57' 467.15' INV EL = 453:8r 454.64' -10 "6X I INV EL = 493:97' 454.14' -8 "(JEW 17 P N84' ' I 20.0( s V � ! Ir I � o I. a °I 0 I z I. h o�l I yy { ® �I d > II I a I I III I I I o I 0 M — I I w I o- � �I MI I II I, �I I I Y. Ill I I II I I I 162 T 23 N, R 5 E., W.M. I I I I nW XI STING LIGHT POLE TO BE R STING AND PLACED I i - ON WEST SIDE OF IMPROVEMTS P o° AS DIED ON THIS PLAN A60 STA 4+ 5 - - - - -- _ N84� 4 45.16' ° I ° m ° I o ° N z I tiA °0 10.00' 70 I SO I I ST 4 +10 I 30' IE= 55.67 I II 15' SANITARY SEWER EASELEN T I F- z STA 3 +21.� uj IE= 454.79 I W 0 05 1n , z /STA 3 +06.5 I- IE- 454.64 0 / I, Q / E Lu o \ AE S L 470 x S II qT w � 9 EX 10' DI W 681 D W W / a SITE 254 rq ❑ s ,�° Q °x s EX SSMH RIM EL = 468.50'I INV EL = 461.20'7 -8" o In / a 4— W_ EX 10"DI 681 5T I I EX SSMH RIM EL = 468.46' _ -- INV EL = 454.76' -10" I I I EXISTING LIGHT POLE I TO BE REMOVED AND PLACED ON WEST SIDE OF IMPROVEMT AS NOTED ON THIS � I 00 A5h� I^lb �v �G IQP P � I137.50' I w GRAPHIC SCALE 20 0 10 20 40 90 ( IN FEET ) 1 inch = 20 It SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: MAY 2012 BASIS OF BEARING: RECORD OF SURVEY UNDER KING COUNTY REC# 8409149001 $. BENCHMARK: CITY OF RENTON 1503 NE CORNER OF SECTION 16 -23 -05 VERT EL = 401.02 NAVD 1988 N= 181067.883 - E= 1,311,966.675 LEGEND 00 CB (TYPE 1) TELEPHONE VAULT O STMH (TYPE 11) o TELEPHONE CABINET QS SANITARY SEWER MH ® MONITORING WELL WATER VALVE + PK NAIL IB WATER METER /SERVICE ED SINN IN CASE/ -6- FIRE HYDRANT 0 EX REBAR / PIPE -o- UTILITY POLE AS NOTED E-- GUY WIRE (} —� ) PROPOSED STEET LIGHT ® SIGNAL CABINET ® POWER JUNCTION BOX PROPOSED JUNCTION BOX 0 LIGHT POLE PROPOSED SSMH ID GAS VALVE © POWER VAULT 0 PROPOSED SS CLEAMN OUT ❑� POWER PEDESTAL ■ PROPOSED TYPE 1 CB PAVEMENT NOTES ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE RESORATION AND STREET OFVERLATY DEATIL SEE SHEET C6 OF 11. 5- 365304 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE A& S cr In 0 O C g W 0 a H o m O A r b h y0 cc o� 9 Z� W w g <� A v o� z � C?. N v I` M 1' J �O h/ �O �ry Cv QCi Q�- EX SSMH RIM EL — 469.51' EL = 453.40' -10" 460 PORTION OF NE 1/4 OF SE PAD FF SYA , 'RIM, EL; 469 -6f� 462.01.' 'EL ,= 9.85' 45,6 .12' =8 "OUT nn 37LF_ 6" L IE= 464.40 - PAD 2 FF = 481.50 / Gr PAD, '3 FF - 462.00 IE =45�.53,'37LF -6" SS c� FF,= 463.@ E =2% 55.38 �P OR { 37.00' / 8440'4 E} E SSMH #1 STA 2+ O, 5,0' LT - RIM EL = 467.57' 467.15' INV EL = 453:8r 454.64' -10 "6X I INV EL = 493:97' 454.14' -8 "(JEW 17 P N84' ' I 20.0( s V � ! Ir I � o I. a °I 0 I z I. h o�l I yy { ® �I d > II I a I I III I I I o I 0 M — I I w I o- � �I MI I II I, �I I I Y. Ill I I II I I I 162 T 23 N, R 5 E., W.M. I I I I nW XI STING LIGHT POLE TO BE R STING AND PLACED I i - ON WEST SIDE OF IMPROVEMTS P o° AS DIED ON THIS PLAN A60 STA 4+ 5 - - - - -- _ N84� 4 45.16' ° I ° m ° I o ° N z I tiA °0 10.00' 70 I SO I I ST 4 +10 I 30' IE= 55.67 I II 15' SANITARY SEWER EASELEN T I F- z STA 3 +21.� uj IE= 454.79 I W 0 05 1n , z /STA 3 +06.5 I- IE- 454.64 0 / I, Q / E Lu o \ AE S L 470 x S II qT w � 9 EX 10' DI W 681 D W W / a SITE 254 rq ❑ s ,�° Q °x s EX SSMH RIM EL = 468.50'I INV EL = 461.20'7 -8" o In / a 4— W_ EX 10"DI 681 5T I I EX SSMH RIM EL = 468.46' _ -- INV EL = 454.76' -10" I I I EXISTING LIGHT POLE I TO BE REMOVED AND PLACED ON WEST SIDE OF IMPROVEMT AS NOTED ON THIS � I 00 A5h� I^lb �v �G IQP P � I137.50' I w GRAPHIC SCALE 20 0 10 20 40 90 ( IN FEET ) 1 inch = 20 It SURVEY NOTES INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: MAY 2012 BASIS OF BEARING: RECORD OF SURVEY UNDER KING COUNTY REC# 8409149001 $. BENCHMARK: CITY OF RENTON 1503 NE CORNER OF SECTION 16 -23 -05 VERT EL = 401.02 NAVD 1988 N= 181067.883 - E= 1,311,966.675 LEGEND 00 CB (TYPE 1) TELEPHONE VAULT O STMH (TYPE 11) o TELEPHONE CABINET QS SANITARY SEWER MH ® MONITORING WELL WATER VALVE + PK NAIL IB WATER METER /SERVICE ED SINN IN CASE/ -6- FIRE HYDRANT 0 EX REBAR / PIPE -o- UTILITY POLE AS NOTED E-- GUY WIRE (} —� ) PROPOSED STEET LIGHT ® SIGNAL CABINET ® POWER JUNCTION BOX PROPOSED JUNCTION BOX 0 LIGHT POLE PROPOSED SSMH ID GAS VALVE © POWER VAULT 0 PROPOSED SS CLEAMN OUT ❑� POWER PEDESTAL ■ PROPOSED TYPE 1 CB PAVEMENT NOTES ALL TRECH RESTORATION SHALL PER THE CURRENT CITY OF RENTON TRENCE RESORATION AND STREET OFVERLATY DEATIL SEE SHEET C6 OF 11. 5- 365304 "AS- BUILT" NOTE: "AS- BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINEERS AND INFORMATION SUPPLIED BY CONTRACTOR. RECOMMENDED FOR APPROVAL BY DATE BY DATE BY DATE BY DATE BY DATE A& S N Q 81 of 1 w g ^� 0- L 7 j W W W (/7 V J W N J m cr In 0 O C g W 0 a H o m O A r b h y0 cc o� 9 Z� W w g <� A N Q 81 of 1 w g ^� 0- L 7 j W W W (/7 V J W N J m In 0 O C o m O A r � ' y0 W o� 9 � w