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HomeMy WebLinkAboutS-355703w a z w J T 0 10' 20' 40' J I 22° J 1 2' RI!,!- 42 0 S19) =2 67 UTIUTY i ,� NE ) =2� 2 TRANSFORMER VAULTS � _ � A }° 8 C, ( '1 =21.30 1V \ I 3 / i , �A i� - -=� �- - - - - - � •� 2 /III I N: 186837.45 \ 15' E: 1302354.42 l 0 � $5- ilo / \ ❑II 5 � / � a / n'1 a E 8 C F N N I 18.33 1- 20" C / 1n0 C �I \ 72" J / 22� CF# 4 635C -31.4 M /W1 VRN / N -1867 6.15 / E- 13020.25 T / ELEV.-27.. 0 0 5' / , r FLAGPoLF. , CONCRET, / 1H" / r DRIAICI,A6 - f I =o nrlay j i Gi \ I C6 / / 20.05 J LE. a PL sIl�TLFx( 7)- -24.25 _. 8 1 C`: P(Q -2185 ASV HAC' 19k RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS THIS DRAWING WAS PREPARED ONLY FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED C HEREON AND IS NOT TO BE USED ELSEWHERE Date Z18 /20I2 By J� z A x \ SSMH\ RIM = 27.92 �Z I.E. 8*(W) =16.58 \ BOTTOM-11.93 \ ,.2 PIPES ON BOTTOM FEEDING UFT STATION \\ "Ys 8' I —POWER / SWITCH \ CABINE ncr.lm� j I N: 186777.20 j 1302371.55 di N: 186712.59 E: 1302368.04 o RI. = 26.72' E. 8 P( %.)= 23.22k LE 8 C P(Q-23.17 i 08,. 0 LIMITS OF CONTRACTOR OPERATIONS \,1\ DIA. CONC. PAD L STATION ATSFT -LIFT 3.4' DIA. PLASTIC UD � w i t U I I I Q I I I I I I i h jl 7r - - -- l1 4' SSFI 1 l\ ii i I \ N: 186701.491 i _TE : 1302402.94 _— 0 , 6. Ii 1`1 7CdP 17 8 III 2,.0 .. 16.78 r I 'fI LE 72",-,"'P-17.85 72 P 17.B5 15'CED j�� I. I \i RSPr�AL i m i i \ i 0 sere / I irl a� A EXISTING SITE PLAN FILE: 8453- SRV.dwg GENERAL NOTES: A. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. PROTECT UNDERGROUND UTILITIES UNLESS OTHERWISE INDICATED. B. CONTRACTOR SHALL MAINTAIN OPERATIONS WITHIN THE LIMITS OF CONTRACTOR OPERATIONS SHOWN ON THE PLANS. C. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING CONDITIONS AT THE CONCLUSION OF THE PROJECT. D. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMITS AND IMPLEMENTING EROSION CONTROL MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY STANDARDS AND THESE PLANS AND SPECIFICATIONS. E. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL AREAS OF THE SITE FOR CITY PERSONNEL AT ALL TIMES. F. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING, GATES, AND LOCKS AS REQUIRED TO MAINTAIN SITE SECURITY AND SAFETY AT ALL TIMES. G. LIMITS OF CONTRACTOR OPERATIONS TO TOP BACK OF CURB UNLESS OTHERWISE INDICATED. H. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG 1.800.424.5555. KEY NOTES: OLOCATION OF EXISTING FORCE MAIN IS APPROXIMATE. CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH AT START OF PROJECT. 2 PROTECT CATCH BASIN PER CITY STD PLAN 216.20. 3 PROTECT CATCH BASIN PER CITY STD PLAN 216.30. 4 FIRE HYDRANT. SEE SPEC SUB - SECTION 10.01500 FOR TEMPORARY WATER REQUIREMENTS. OJOHN'S CREEK SHOWN FOR REFERENCE. TOPOGRAPHY IS APPROXIMATE, DEVELOPED FROM AERIAL PHOTOGRAPHY BY CITY. ODEWATERING DISCHARGE LOCATION. SEE SPEC SUBSECTION 10.02240 FOR ADDITIONAL REQS. , \I RC AYB�E \T PEP 2E0_ NO 6101855 5 ilR UI.NVII i I I / \ \ CONSTRUCTION ACCESS GENE COULON MEMORIAL o V / BEACH PARK ENTRANCE all i , I \ / I A6, 5-3ss70 2 5- 355103 a •H m oa ti °z= m° tazf O N' 3y y x rW�