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HomeMy WebLinkAboutWWP2703557.3m T N N c6 O 0 0 m N N ry co L0 co m C O C N ry 66 LL Lu ry X N O Lu 0 E a v m N O N N N w Q z W U- GENERAL NOTES: ��/ /' \ A. LOCATION OF EXISTING UTILITIES SHOWN IS BASED ON NORTH / \ RECORD DRAWINGS AND FIELD LOCATES. ALL EXISTING / / \ UTILITIES ARE SHOWN APPROXIMATE. CONTRACTOR SHALL UTILITY // \ VERIFY THE LOCATION OF ALL EXISTING UTILITIES TRANSFORMER / \ AFFECTED BY THIS PROJECT PRIOR TO BEGINNING WORK. VAULTS / \ PROTECT UNDERGROUND UTILITIES UNLESS OTHERWISE N: 186873.27 INDICATED. 0 10' 20' 40' E:1302309.15 \ / / \ B. CONTRACTOR SHALL MAINTAIN OPERATIONS WITHIN THE / 2 \ LIMITS OF CONTRACTOR OPERATIONS SHOWN ON THE \ \ PLANS. \ 3 \ C. ALL DISTURBED AREAS SHALL BE RESTORED TO EXISTING \ CONDITIONS AT THE CONCLUSION OF THE PROJECT. \ UTILITY METER AND, \ \ D. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED TRANSFER SWITCH CABINET ON \ PERMITS AND IMPLEMENTING EROSION CONTROL CONCRETE PAD \ LIMITS OF MEASURES IN ACCORDANCE WITH KING COUNTY AND CITY CONTRACTOR STANDARDS AND THESE PLANS AND SPECIFICATIONS. � \ OPERATIONS 5 \ E. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL AREAS OF N: 186854.10 \ \ THE SITE FOR CITY PERSONNEL AT ALL TIMES. E: 1302318.55 \ \ \ \ F. CONTRACTOR SHALL PROVIDE TEMPORARY FENCING, \ 2' DIA. CONC. PAD \ GATES, AND LOCKS AS REQUIRED TO MAINTAIN SITE SSMH\ LIFT STATION \ SECURITY AND SAFETY AT ALL TIMES. RIM=27.92 3.4' DIA. PLASTIC LID G. LIMITS OF CONTRACTOR OPERATIONS TO TOP BACK OF I.E. 8"(W)=16.58 \ CURB UNLESS OTHERWISE INDICATED. BOTTOM=11.93 \ 1 2 PIPES ON BOTTOM \ N: 186837.45 FEEDING LIFT STATION E: 1302354.42 \ H. BURIED UTILITIES IN AREA PLEASE CALL BEFORE YOU DIG \ 1.800.424.5555. 4 \\ POWER I KEY NOTES: SWITCH CABINET I 1O LOCATION OF EXISTING FORCE MAIN IS APPROXIMATE. I I CONTRACTOR TO FIELD VERIFY LOCATION AND DEPTH AT START OF PROJECT. N: 186777.20 I 0PROTECT CATCH BASIN PER CITY STD PLAN 216.20. IllE: 1302371.55 ( 3 PROTECT CATCH BASIN PER CITY STD PLAN 216.30. CP# 4 ( O 4 FIRE HYDRANT. SEE SPEC SUB -SECTION 10.01500 FOR 635C-31.4 M/W VRN ' TEMPORARY WATER REQUIREMENTS. N=186706.15 E=1302360.25 O JOHN'S CREEK SHOWN FOR REFERENCE. TOPOGRAPHY IS ELEV.=27.50 APPROXIMATE, DEVELOPED FROM AERIAL PHOTOGRAPHY BY \ N:186712.59 ` CITY. E:1302368.04 N:186701.49 E: 1302402.94 / O DEWATERING DISCHARGE LOCATION. SEE SPEC SUB -SECTION / 10.02240 FOR ADDITIONAL REQS. N: 186682.96 E: 1302395.70 �J 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 100% HEREON AND IS NOT TO BE USED ELSEWHERE C, Date By, EXISTING SITE PLAN SCALE: 1" = 20' FILE: 8453-SRV.dwg CONSTRUCTION ACCESS GENE COULON MEMORIAL BEACH PARK ENTRANCE S=355703 /� ►3 • S3 s1s 70 3