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HomeMy WebLinkAboutS-279017~ d o cn u g o � a_ 6 R I�y $Iy 4� SEE SHEET 4 50 SEE SHEET 3 SEE SHEET 2 OR ALL INCLUSII E. IT IS THE CONTRACTORS o� B INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. H 2 I I dOB mm 95-243 62 oc o F o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a ii?1 V 2 o OSED GRADE r , 520 6' PVC SEWER � 29 ° ,- ( 2 �w 28 1 m� 2 2 e�� ci a� I a •--- 11 i, KING L- COUNTY CITY OF REN TON L N — r 1 SCALE: 1" = 50' 0 25 50 100 w H m Z O U) f y • 40 41 42 43 l T'16 +7 B4 PASCD.AVE V i" 40+ NE 5TH ST m a I I 17 30 a 'I 1 29, i �,� '•- rz �11 +19 35 L.F. SSMH 15 NE 5_Tfil. IT INi 20+11.78 °- � — *e.. � NT 16t64.79 ROSARIO r T : NE 14+ 00 NE 5TH / 2 .. _._..,.. _ . .i3. _,,,: , ... _._.14 _.,..J" •3¢• ' *v PC = 16 +9315 - Ij TNT 16 +71.82 Ou SSMH 20 = 12 +18. DB NE Sr SEE SHEET 2 �I %TRACT D I ECREA77 / TRACT E l a N 2 - SSMH 8' O SENSITII/E AREA E SEE SHEET s \ wL�tir�o it .® ®® ®® s� TRIAD ASSOCIATES Project Management Cinl Engineering Land Surveying tl I I f� Land Use Planning EX. SSMH ERI -6i laedscape Architecture I r - Site Desigu l 11914 ulftx m. NE afrrtana,1U 0034 -M Tel 426.9219!49 F. 4MA2LMI Toll Fm 999.419.0769 —clad m•^ ^^'^ 0 0,415 23 `a .9 EY SSMH ERI -60 75 vf O Z bTF+v Q R�7`�F , SEE SHEET 5 SEE SHEET 2 RE TG noN' 3 530 50 A T/ N K 2 �6� 'c Jr30 SEE S HEFT 5 ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS o� RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. H 2 II dOB mm 95-243 62 oc o EX /STING GROUND Q TYP) b 1 o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a V 2 o OSED GRADE b , 520 W Q ,- m� 2 2 ci v Ij i, ey 510 N n ^_ 520 I 510 - - - /,�' ^g as SSMH 20 TOP Et9.6B- 519.69 / 8 IE 3N-P9• ((lN) \\ Cm ',CHANNEL - - - -' 14 8' lE 6+48 (OUT) / = 510.58 22�B' PyC f0 SSMH 15 z -anon® rAtUAU W DUNLAP, J7. P.C. —0.90x : 2 TOP 5F9.00 51292 : DESIGNED: W. GOGG/N, P.E.lu FREDRicK M 500 1r 5QR33 CW9 ' 507.43 (W) _ CARD: D. MERRIAM /f�1 500 - 12' IE 507.43 (E) 12' lE 50 &16 (SE) &67x: wdG 8' IE 715(N} SSMH 26.21x — - DATE: 1115199 SCALE: DOEIZ.: 1• - 50' VEBT.: 1' = 5' NE 5TH STREET TOP -fdBO 51,4.01 8' fE 5B; :711" CAL CHANNEL JE�f 99 (TN) >= 501.60 — 507.67 (E) 10' /E 3Bi+Bi: (QUT) — 497.14 N) SSMH 9 5x502- (E SUBACCESS - DESIGN SPEED 25 MPH 'SBi9.'9� 2 50245 (W} EX/S7/NG -GRADE (T)P) 8 /E 4998. O 8 I£ 497.62 (lN N) CALE: 1"= 50' HORIZ 1 "= 5' VERT. 13 +00 I iiH w 50 A T/ N DATUM: MAD 1983/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 7851 AND 1652) LOCA nON OF EXISTING U77LI nES SHOWN IS CONTOUR INTERVAL 2' SEE S HEFT 5 ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS � RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. > z UNLESS MGM AND DATED � dOB mm 95-243 62 oc o SM NUMBER ® 70F ® o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a W Q Q 2 2 ci v Ij i, ey z0 N n ^_ 520 o + ^g as f0 F z -anon® rAtUAU W DUNLAP, J7. P.C. —0.90x DESIGNED: W. GOGG/N, P.E.lu FREDRicK 1r 5QR33 CW9 ' 507.43 (W) Ex 12- (N)V CARD: D. MERRIAM - 12' IE 507.43 (E) 12' lE 50 &16 (SE) &67x: wdG SSMH 26.21x — - DATE: 1115199 SCALE: DOEIZ.: 1• - 50' VEBT.: 1' = 5' TOP -fdBO 51,4.01 8' fE 5B; :711" CAL CHANNEL JE�f 99 (TN) >= 501.60 — 507.67 (E) 10' /E 3Bi+Bi: (QUT) — 497.14 N) RIN-11w LL 17 3 14 5 r r AS-CONSTRUCTED (SEE SHEET l FOR DISCLAIMER) ,,Rhl. o O N �r y 1 BENC— MARK AND DA TUM A T/ N DATUM: MAD 1983/91 (BASED ON TIES TO CITY OF RENTON MONUMENTS NUMBERS 7851 AND 1652) LOCA nON OF EXISTING U77LI nES SHOWN IS CONTOUR INTERVAL 2' APPROXIMATE AND MAY NOT BE ACCURATE ORIGINATING BENCHMARK �CHMARK1 OR ALL INCLUSII E. IT IS THE CONTRACTORS aTY OF RENTON BENCHMARK 1 1852 - 3- BRASS SURFACE MONUMENT AT THE RESPONSIBILITY TO FIELD VERIFY LOCA 770N INTERSECTION 47H AAuE OF &EE s7H STREET AND OF UTILITIES PRIOR TO PROCEEDING WITH ELEVATION 454.77 FEET CONSTRUCTION. BM 1 1 SOUTHERLY BONNET BOLT ON TOP OF FIRE HYDRANT 18' t WEST OF SW CORNER OF SITE ELEVATION 490.99 RIN-11w LL 17 3 14 5 r r AS-CONSTRUCTED (SEE SHEET l FOR DISCLAIMER) ,,Rhl. o O N �r y 1 �I u M 23 +00 0 8S ONAL E s ) o Checked for Compliance to City Standards EXPIRES- 1/22/03 Z /28/O/ STAMP NOT VALID F m UNLESS MGM AND DATED � dOB mm 95-243 62 SM NUMBER ® 70F ® o � � 01999 TRIAD ASSOCIATES IWNED JUL L'129lb o a �I u