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HomeMy WebLinkAboutzD-2014SetNEW MH a NEW ELEC. VAULT SEE SHEET C8 MODIFY EXIST. GATES SO THEY SWING IN-T EROSION CONTROL NOTES I. SEE CID FOR GENERAL NOTES A 2. PROVIDE SILT FENCE AT EXISTING FENCE LOCATION PER Ca CIO 3. PROVIDE INTERIM STORM DRAINAGE EQUIPMENT TO BE RELOCATED PROTECTION PER DETAILS TO OLD SUBSTATION 2 SEE SHT C5 AT ALL STRUCTURES WITHIN Ca CID Ca c10 100' OF CONSTRUCTION 4. EXISTING GRAVEL MAY BE USED FOR CONSTRUCTION ENTRANCE Ca CIO — NEW AL ` )----- - - - - -- T 21 SEE SHT C8T ASPHALT, TYP. NEW CB _/ G.,_ R EARTH COLUMN NORTH i EXISTING EXIStING _ / GALLERY GALLERY TO REMAIN TO BE REMOVED / c BANK 4 BANK A SWITCHGEAR G mR REMOVE EXIST DUCT BANK BETWEEN NEW 0 �1 ELEC VAULL AND GALLERY. 100 22 NEW CMU _ _ _ 21 < SLS� NEW DUCT AFTER 'IN REPLACE WITH WALL SEE 6 t/ E REPLACE SHT C9 3 3 STOCKPILE COPPER SEE SHT C6 FOR DETAILS — — f r NOT PROJECT ENGINEER TO LOCATION . j G'DIRECj p `CUT U BANK "B SWITCHGEAR ttt L TO DgMgGE EOUIPMENL RCISE CARE LINE 10 - NEW / �' _. - 10 _.. _ -= Ci = __ -B o __ ABANDON EXIST 36' ',578 (SD) y I -' �""' - 36" RCP STORM SE o O ° SEE SHT C8 -- Y � Tr_ T I -- - -- 14 21 LEGEND 6 '411 y�Gji; s / SYMBOLS DESCRIPTION ` T L 6 DUCT BANK TO 10-58 BLDG - - - G GROUND WIRE >. #6 22 LL TO REMAIN (DO NOT DISTURB) EXISTING EXOTHERMIC WELD. X10 P P/ • NEW EXOTHERMIC WELD R,' 21 SPARE EXIST I4 o EXISTING GROUND ROD (3/4" X ID ) T TRANSFORMER CUT LINE. SEE C5A FOR RELOCATION e5 o EXISTING. FENCE POST 2 13�� / Io o 0 o EXISTING FENCE POST 000 a 0ooa a'. 1 �T- DETAI L 'R T T T [CG 49... __..`l. REFERENCE DESCRIPTION - .- Ut A CONNECTION TO STEEL COLUMNS T B CONNECTION TO STEEL COLUMNS AND 21 / EXIST FENCE LIGHTING ARRESTER 23 G•. - -/ /. TOREMAIN- C TRANSFORMER CONNECTION EXISTING EXIST. GATE / EXIST GATE .SECURITY FENCE TOREMAIN .;�. TO REMAIN D SWITCHGEAR CONNECTION TO REMAIN. - CONSTRUCTION I E FENCE DETAIL ENTRANCE SEE..ca CIO P FENCE CONNECTION p. PP SPECIAL FENCE CONNECTION DEMOL I TI.ON PLAN — SUBSTATION I R GROUND ROD CONNECTION 1" - 10 -0' T TEE CONNECTION X CROSS CONNECTION S CABLE .TO STRUCTURE '. RECOMMENDED FOR APPROVAL BY'D a �I,yq�yrffm N-3-a1 s— ioKMWAT6R rjKL-Y COLUMN7 EXIST. FENCE TO REMAIN R P ash \J 22 \\ G T REMOVE FENCE TO PROVIDE ` EX�SIN SDI FOR 20' SLIDING GATE S 48�5� (,50 R p SEE SHT C9 �W S C6 21 SEE J 4 RCP Si OP �E� STORM SEWER MANHOLE / CUT J I LINE R - g 21 ---- -IF i T SEE SHT C8 FO �p RELOCATION PL EXIST FENCE TO REMAIN aE 2 SSS 0y y Cort}S'i'RUdeJ --A. A5- $Legit Available, �mm�= CITY' OF RENTON DEPARTMENT OF PUBLIC WORKS SUBSTATION 1 - DEMOLITION PLAN RENTON 115 KV CONVERSION p T.ROSLING .— 03.01.91 1 — L.V%LWRMV5E 8.0UNLAP 011101114 V 00.22.8 1/12.20 D E M O L I T I O N N O T E S No, D E S C R I P T 1 0 N STOCKPILE TO LOCATION AS DIRECTED BY PROJECT ENGINEER EXERCISE O CARE NOT TO DAMAGE EXISTING STEEL STRUCTURE, FUSES, DISCONNECT SWITCHES, BREAKERS, INSULATORS, WIRE, AND MISCELLANEOUS HARDWARE STOCKPILE TO LOCATION AS DIRECTED BY PROJECT ENGINEER, EXERCISE O CARE NOT TO DAMAGE EXISTING TRANSFORMERS, ASSOCIATED WIRING AND INSULATORS STOCKPILE TO LOCATION AS DIRECTED BY PROJECT ENGINEER, EXERCISE 0 CARE NOT TO DAMAGE EXISTING SWITCHGEAR AND ASSOCIATED CABINETS, 3 WIRING AND HARDWARE PULL WIRES AND ABANDON CONDUIT 18 INCHES BELOW GRADE. PLUG CONDUIT WITH 12" NON - SHRINK GROUT. © REMOVE AND DISPOSE OF CONCRETE FOUNDATION 10 BACKFILL IN 8 LIFTS WITH STRUCTURAL FILL TO 95% COMPACTION PER ASTM D1557. 13 ABANDON EXISTING STORM SEWER PIPE IN PLACE, PLUG EXPOSED PIPE SECTIONS W1 NON- SHRINK GROUT, REMOVE AND DISPOSE OF EXISTING STORM SEWER LINE, PLUG REMAINING 14 PIPE W/ NON- SHRINK GROUT.. I5 REMOVE AND DISPOSE OF EXISTING STORM MANHOLE. RELOCATE EXISTING CAST IRON FRAME 3 GRATE, GRID GROUND SYSTEM TO REMAIN. WHERE NECESSARY TO CUT GROUND STRAP 21 FOR REMOVAL OF FOUNDATIONS OR EQUIPMENT, RECONNECT WITH APPROVED EXOTHERMIC WELDING TO MAINTAIN CONTINUITY OF GROUND SYSTEM, 22 MAINTAIN EXISTING LIGHT STANDARDS, FOUNDATION, AND GROUNDING SYSTEM: 23 SEPARATE'AND ELECTRICALLY ISOLATE SUBSTATION FENCE FROM THE REST OF THE FENCING. SEE DWG. 11.0 -109 -2100 E9. Cort}S'i'RUdeJ --A. A5- $Legit Available, �mm�= CITY' OF RENTON DEPARTMENT OF PUBLIC WORKS SUBSTATION 1 - DEMOLITION PLAN RENTON 115 KV CONVERSION p T.ROSLING .— 03.01.91 1 — L.V%LWRMV5E 8.0UNLAP 011101114 V 00.22.8 1/12.20 LEGEND EXISTING NEW SURFACE FEATURES CONNECT 2° PVC STS (SD) DUMP Aso b ti DRAIN TO NEW 42° RCP STS (SD) ,i,— ASPHALT CURB \ J s + + \ NEW 2 -4x2 DB C eP a. CONCRETE SEE PROFILE Ce C17 EXIST NN . +\ ss\ /-ee_/ CONTOUR 1 "i la o � PROVIDE SUMP & PUMP + STA 0 +85 D 84 -a5 ELEVATIONS x1.75 \, �\ �� INSTALL UV 712 -LA C8 C17 EXIST. ON \ FOR MANHOLE °IJ' ELECT VAULT NEW CB 3 MONUMENT $ \� - SEE SHT C2 FOR ADD 'L T 3 D - - - -- PAINT STRIPING \ rop n 74-\ \ REQUIREMENTS \ INV z4 w ti T P II- 96 "0 CITY OF STS (so) — \ \ + +,yb� `b ±b ?° R NT ON ST .PLAN 3.2.3 STRUCTURES y \tib- RI z6.r cl CATCH BASIN ■ 16.01 .0-0.- FENCE - ° — °- \ UP 2, . . y '- \ \ `d FIRE HYDRANT W /POSTS \ PROVIDE ELECTRICALLY SPENRC nzca \�J�LO { + 1NSULATTED FENCE SECTION MANHOLE O -- -- — +ti __ TO ISOLATE SUBSTATION +tib\ N IN q -- -- - - -_ / FENCE FROM SURROUNDING LIT 1h RCP V")(5D. - -_ - - %� FENCE, SEE DRAWING. E UTILITIES E 110 -109 -2100 E9 _ E __ E ELEC. U.G. PLUG - - _ \ + \ \,, sAN SAN —SAN -- . ��` - itib FIRE - - -F --- / FXI Cf NEW MH Q4 z ` Top zs.. ( \ \, \ x�x %= tib' �4,ti F,\ LUMINAIRE Y, rY + \ \\�`, STA 3 +00 ca c 1 s 7r \NV 23.71 \\ x �`, / f \ is STS (50)- _- STORM — sTS so IN = .18682 ±36 "W )�) +o° v SAWCUT (SEE eti \ +� \`` \ Ts -- - -- TELEPHONE INV 16.32 42'NE / /tib ti50 NOTES & 3) o ` la Iao ti tib + / PLUG nunolNC +� , \ / \ry; \ x � 090 tib \N" D STA. 0 +00 +' CONNECT TO WCUT SEE NEW CB 2' \ + i\ v \ EXIST GALLEY SA NOTES 2 &3) \ + \?f \ XXXx 3, PROVIDE ELECTRICALLY INSULATED \ \S `, - - - -- \ -T HE II - 96 "m CITY OF FENCE SECTION TO ISOLATE SUBSTATION -I J�, \ b\\ RNTON ST PLAN 3.2.3 FENCE FROM SURROUNDING FENCE �� \+ SEE DWG. 110 -109 2100 E9 + co\ INV = I7.ao �* GJ`lS, \ SEE _A N rxf rr x L , \ EYx' a"S c b NEW 12' PVC SEE C9 PROFILE CB Cn b \ s Is -- bb 61} a rids _ ti 'ABANDON 42" tib x. PLUG SUBSTAT fON I / STS (SD) - �k \ PLUG SEE $ PLUG i .,� / _F PROF.I LE CB cn tib LN.n':. l)1 \\ \ \\e SAWCUT (SE\ NEW \ \ SEE NOTE 9..- C NOTES 2 &3) \ CON N TO L1- NEW MH 6 \ °ti 48" STS tiy6' �'� �x� +`vb \4g'sl lye \ ce cIe STA 2 +13 b SAWCUT (SEE S �Exrer a+ RIM 26.0 + —tih._ ,yh tiy: tih NOTES 283) PLUG NEW MH 3 \ app za ai INV = 17.8+ 42.'sW - -- �. Di- \ _ _ -4 / ; STA 0 +00 CB c" 18 \ u4V "a.4I INV = .17.31 48 "NE -- NEW 48 STS,S RIM = _ —' >+ h\ ) INV = 17.10 42"NW $ TBM tib. „h L-- h _ ,ALT ---- -- IV INV = 16 60 _ tih3� h.� \ INV= 16.6 ±46 °E RIGHT-OF-WAY p BENCHMARK: USC &GS L384 - MONUMENT @ NE CORNER NEW CB 5 �FT"is 8TH & PARK, RENTON, WA. �\ 9 T 3 D fk7st j °e• \ ELEV 26.26 `\ atib T P 96 "0 CITY OF E <E,`pp �srs TEMP BM: BOLT IN NW FACE PP NE OF 10-100 BLDG, \ R N S . LAN 3.2.3 EX1ST5 VII , cr /'s. APPROXIMATELY APPROXIMATELY: 50 SOUTH OF SUBSTATION 1 7z. Top 2 63 \� ELEV - 27.67 ..INV = 165 s ���ISD) INV Ie 73 \ y\ \\ SUBSTATION I STORM RELOCATION PLAN = 20' -0" \ RECOMMENDED FOR APPROVAL BY t4 )IM ii.-- -I' 3 -'YI 5T0 WA7¢K aNLy GENERAL NOTES I. ALL WORK SHALL CONFORM TO APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND REGULATIONS, INCLUDING NECESSARY PERMITS AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. 2. THE CONTRACTOR SHALL REPLACE, AT No EXPENSE TO BOEING, ANY STRUCTURES, PAVEMENT, CURBS, OR OTHER ITEMS DESIGNATED TO REMAIN, THAT ARE DAMAGED DURING REMOVAL OPERATIONS 3. A SAWCUT SHALL BE MADE BETWEEN ANY EXISTING PAVEMENT, SIDEWALK, OR CURB, THAT IS DESIGNATED TO REMAIN, AND THE PORTION TO BE REMOVED, 4. ALL WASTE SHALL BE HAULED, AND DISPOSED OF, AT A DESIGNATED ON -SITE DISPOSAL AREA. 5. THE ABBREVIATION WSDOT REFERS TO THE STANDARD PLANS OR STANDARD SPECIFICATIONS OF THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION, (1988 EDITION). 6. ALL DIMENSIONS USED TO LOCATE CURB ARE MEASURED FROM THE CURB FACE, . AT PAVEMENT LEVEL, ON THE TRAFFIC SIDE. 7. PROTECT AND MAINTAIN UTILITIES AND STRUCTURES CROSSED BY, OR ADJACENT T 0, THE WORK AREA. DAMAGE SHALL BE REPAIRED TO LIKE NEW CONDITION. E W D 8. UTILITIES ARE SHOWN FROM THE BEST AVAILABLE RECORD. THE CONTRACTOR SHALL FIELD VERIFY FOR CONFLICTING UTILITIES AND EXISTING PIPE INVERT ELEVATIONS AT ALL POINTS OF CONNECTION BEFORE BEGINNING ANY NEW CONSTRUCTION. NOTIFY BOEING CONSTRUCTION MANAGER OF ANY DISCREPANCIES. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND FLUSHING ALL STORM DRAINS PRIOR TO ACCEPTANCE BY THE OWNER AND APPROVAL BY THE CITY OF RENTON 10. CONSTRUCTION SHALL BEGIN Al THE DOWNSTREAM END OF THE PROJECT THE EXISTING SYSTEM SHALL BE KEPT OPERABLE UNTIL THE NEW DOWNSTREAM SYSTEM IS FUNCTIONING, AT WHICH TIME IT SHALL BE CUT AND PLUGGED AT THE MANHOLES AND ABANDONED, FILL ABANDONED PIPES WITH CONTROLLED DENSITY FILL, II. THE CONTRACTOR MAY REMOVE AND REPLACE SECURITY FENCE AS NECESSARY TO COMPLETE CONSTRUCTION AS LONG AS SECURITY IS MAINTAINED. THE CONTRACTOR SHALL CONTACT BOEING SECURITY PRIOR TO BEGINNING CONSTRUCTION. 12, SEE SHEET C4 FOR DEMOLITION OF STORM SYSTEM ABBREVIATIONS ASTM AMERICAN SOCIETY FOR NGVD NATIONAL GEODETIC VERTICAL TESTING AND MATERIALS DATUM (1929 DATUM) CB CATCH BASIN N.I.C. NOT IN CONTRACT C.O. CLEAN OUT CC ON CENTER DIA OR 0 DIAMETER OH OVERHEAD E ELECTRIC OD OUTSIDE DIAMETER EA EACH R RADIUS EF EACH FACE SHT SHEET EJ EXPANSION JOINT SIM SIMILAR EL ELEVATION SPEC SPECIFICATIONS EQUIP EQUIPMENT STS (SD) STORM SEWER ES EACH SIDE STD STANDARD EXP EXPANSION T/C TOP OF CURB EXIST OR EX EXISTING TYP TYPICAL EW EACH WAY T THICKNESS F FIRE UG UNDERGROUND ID INSIDE DIAMETER UN WITHSS NOTED OTHERWISE INV OR IE INVERT ELEVATION JT JOINMUM W/0 WITHOUT MAX MIN MINIMUM WSDOT WASHINGTON STATE DEPARTMENT OF MH MANHOLE TRANSPORTATION (STD. SPEC. 1986) N NORTH SWIF WELDED WIRE FABRIC @ AT C I T Y OF R E N T O N DEPARTMENT OF PUBLIC WORKS SUBSTATION 1 STORM RELOCATION PLAN CDNS{'RUR.i'erl:- Ylolis -3aL(t Roailgblc. - RENTON 115 KV CONVERSION C WAIEfl, ARp 12• PVC, .EV MNS W 00 Y NN / "/' 01.09.91 PPMY® N.YILLEA >< 03.04.91 RAAMN L.wLLYEANAVEE 8 App SUR d F.N., AEV NOTES 6 pELD ® DD EW NN 05,!0.91 pw I• � 20' -0• pEq® B.OUNLAP — pA.21.91 I A AEV. LINE A, ELECT DUCT, GEN. NOTE W 00 KY BA 03 .15,91 odn Aa. B.waW �x Aooa oA,. � ..................... ® M CUM LV/08,22.91/14.25 Ree.;.y C=..