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Home My WebLink AboutS-072601A B D GENERAL 3 DRAWING NO. DRAWING NO. DESCRIPTION GI INDEX OF DRAWINGS 02 LOCATION AND VICINITY MAPS, KEY PLAN G3 GENERAL SYMBOLS G4 STANDARD ABBREVIATIONS G5 PUMPING STATION SITE PLAN G6 PLAN AND PROFILE, STA 0+00 TO 4 +00 G7 PLAN AND PROFILE, STA 4+00 TO 9 +00 GB PLAN AND PROFILE, STA 9+00 TO 14+00 G9 PLAN AND PROFILE, STA 14+00 TO 19+12.33 4 G10 PLAN AND PROFILE, STA 0+00 TO 4+G0 G11 PLAN AND PROFILE, STA 4+00 TO 8 +03.19 G12 PLAN AND PROFILE 16' IRR, STA 17+81.55 TO 21 +80 G13 PIPELINE DETAILS PROCESS AND INSTRUMENTATION 3 DRAWING NO. DESCRIPTION P1 PROCESS SYMBOLS P2 INSTRUMENTATION SYMBOLS AND IDENTIFICATION SYSTEMS P3 ABBREVIATIONS/IDENTIFICATION SYSTEM P4 EFFLUENT DISTRIBUTION PUMPING STRUCTURAL 2 DRAWINO NO. DESCRIPTION S1 GENERAL STRUCTURAL NOTES S2 'TYPICAL CONCRETE DETAILS S3 PLANS S4 SECTIONS S5 DETAILS AND SECTION S6 PLANS AND SECTIONS S7 SECTIONS AND DETAILS '1 A IF)x Row IIIIIIIIIIIIIII) 0 WIN@ mm OE 6t eG C 0 MECHANICAL DRAWING NO. DESCRIPTION M1 MISCELLANEOUS DETAILS M2 PUMPING STATION SITE PLAN M3 PUMPING STATION PLAN AND SECTIONS M4 PARTIAL PLANS AND SECTIONS ELECTRICAL DRAWING NO. DESCRIPTION E1 SYMBOLS AND ABBREVIATIONS E2 SYMBOLS E3 SINGLE LINE DIAGRAM - 1 E4 SINGLE LINE DIAGRAM - 2 E5 CONTROL DIAGRAM E6 PLC 1/0 RACK DIAGRAM E7 PUMPING STATION ELECTRICAL SITE PLAN E8 ELECTRICAL DETAILS E A F � G _ M GENERAL NOTES: 1. THE LOCATIONS AND ELEVATIONS OF EXISTING WATER LINES SHALL YE VERIFIED BY EXCAVATION BEFORE CONSTRUCTION START. 2. THE PIPE JOINTS SHALL BE LOCATED 10 FT EACH SIDE OF ALL EXISTING WAY" ONES. 3. THE LOCATIONS OF UTILI TIES ARE APPROXMATL THE CONTRACTOR SHALT_ VERIFY THE LOCATION AND ELEVATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE RELOCATION WITH UTILITY OWNER. CALL 46 HOURS BEFORE YOU DIG FOR UTILITY LOCATION: 1 -800- 424 -$M 4. CAUTION- EXTREME- HAZARD- OVERHEAD ELECTRCAL SERVICE LINES ARE NOT SHOWN ON THE DRAMINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SMALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL MEET WITH UTILITY OWNERS AND DETERMINE THE EXTENT OF HAZARD AND REMEDIAL MEASURES AND SHALL TAKE WHATEVER PRECAUTIONS MAY BE REQUIRED. 5. WHERE EKISTNO MPROM"13 ARE TO BE REPLACED. ALL MATERIALS REQUIRED TO COMPLETE THE WORK SHALL BE NEW AND OF SAME SIZE ARID DIMENSION AS THAT OF THE EXISTING IMPROVELEHNTS, UNLESS OTHERWISE NOTED. 6. ALL EXISTING UTILITIES ENCOUNTERED DURING CONSTRUCTION SHALL BE RESTORED. EXCEPT WHEN DIRECTED OTHERWISE BY THE PLANS AND SPECIFICATIONS. INS SHALL APPLY TO BOTH PUBLIC AND PRIVATE U71UTIES AND IMPROVEMENTS AT NO ADDITIONAL COST To THE OWNER. 7. ALL EXISIINO UTILITIES NOT SHOWN ON THE DRAWINGS WINCH ARE ENCOUNTERED DURING CONSTRUCTION SHALL BE RESTORED. EXCEPT WHEN DIRECTED OTHERWISE BY THE CONSTRUCTION MANAGER THIS SHALL APPLY TO BOTH PUBLIC AND PRIVATE UTILITIES AND IMPROVEMENT'S AT NO ADDITIONAL COST To INE OWNER. 6 ALL PROPERTY COI N[n RIGHT OF WAY MARKERS, SURVEY MONILVANTS AND FENCES TO BE REMOVED OR DISTURBED BY CONSTRUCTION SHALL IKE FIRST LOCATED AND REFERENCED BY A SURVEY, THEN RESTORED IN THEIR ORIGINAL LOCATION (SEE SPECIFICATIONS). 9. STA X+X)U THIS INFORMATION IS STREET CENTERLINE STATIONING AND LT OR RT XUf OFFSETS FOR THE CITY OF RENTON USE ONLY. TEMPORARY EROSION CONTROL NOTES: I. APPROVAL OF A TEMPORARY EROSION/SEDRENTATIGN CONTROL PLAN (TESCP) DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ELL.). 2. THE TESCP FACILITIES SHALL BE INSPECTS DALY BY THE APPLICANT /CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEXR CONTINUED FUNCTIONING (KCC 9.04.050 92). 1 STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSIRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT (RCW 46.51.655). 1. ANY PERMANENT REIEI,ED t0MXTENTLON FACUTY USED AS A TEMPORARY SEITLIN0 BASIN SHALL BE MODIFIED PWIATTHH THE HE EROSION CONTROL MEASURES AND SHALT. PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILTY SHALL NOT BE USED AS A TEMPORARY SEI IMO BASH. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED AS A TEMPORARY SETTLING BASIN. S. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REOUIREO. FAST GERMINATING GRASSES SMALL BE APPLIED AT AN APPROPRIATE RATE. 6. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THMESS OF TOD (2) NOES 7. THE APPLICANT /CONTRACTOR SHALL DESIGN AND CONSTRUCT SEDIMENT TRAPS AS REQUIRED BY AND IN ACCORDANCE LATH SECTION 5.4.4. OF THE KCAWDM. As UQ—h Dnvdms �I ftbd p wbl�l Bp�( clip rd ��01 PeoteeeisRUl BBdEw i Al 1111 IV TI I'AIF LKM/MP* # m t T A O 1[udelt�LRf CIF MNrepLlAn OrttL FEB ,993 N,N. 'TAIL 1'4�1� •III' t Brown IIIIIm CIIImwel f. ,.� 4AMI. M'1lf1 •.'N/ 111( !,F Consultants 41•W, . n CAD TEAM MVO BOEING CHILLER CDOLING WATER SUPPLY SYSTEM 69560001.DWG ,UIL II A,. ., VIVI Mt0 .nwnnrl" Seattle, Washington CITY OF` BENIGN c� � A WARBURTON No SCALE INDEX OF ORANANGS Y 1.,,I A>kAl A. f 1 ,• , G1 yvMr, Ir. C""T"UNT or PUBLIC waft" otFM s j 3 W/M 15-93 B C 0 E F C H 6 4 3 2 - n - I 1 •'- 1 4 ( ' 1 ' 1 1 - I - T - I - N - I - 1 - I • I • 1-4 -1 . 1 , I ! I ! -1 5 6 7 1 9 l- I- l-I-r-I-1�I-L'I'L'�'1'I•F•�•1•I 10 11 1«BBNNwwm 12. NMI -- -- _ `� fi !fi iierifili%%ieiNtlIs -1onn elonr then tlrin i "tito6 it in inn to the 4muty, of the OtfaiYI NenmMt, 9Z 23 111`3 CZ ZL IIIIIII�IIIIIIIII�IIIIIIIII) tL 0z a r t 61 91 1.1 91 41 1t Ct at It 01 S • A 9 IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIIIIIIII�IIII� s 4 E Z 1 INW10