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HomeMy WebLinkAboutzW-0489SetCONTACT PERSONNEL MECHANICAL JOINT AGENCY NAME NUMBER CITY OF RENTON ENGINEERING RON OLSEN 235 -2631 RH2 ENGINEERING RICK HARBERT 453 -0241 CONCRETE IN SECTION RANDY ASPLUND LANDSCAPE DETAILS - RENTON BUILDING DEPARTMENT FOUNDATION PLAN 235 -2540 RENTON FIRE DEPARTMENT 235 -2643 FIRST AID RESERVOIR STRUCTURAL DETAILS 811 SEATTLE CITY LIGHT 11 625 -3000 PACIFIC NORTHWEST BELL TELEMETRY AND ELECTRICAL DETAILS 345-8972 W.rK- Z�- - 0489 GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 2. A PRECONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE RE- QUIRED PRIOR TO STARTING NEW CONSTRUCTION 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AW WA DIOO.79 INCLUDING APPENDICES A AND C, AND A.W.S. D5.2 -79. 5. INSPECTION: CONCRETE CONSTRUCTION AND STRUCTURALSTEEL ERECTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIG- NATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. 6. SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICAMON OFTHESE ITEMS. 7. CONCRETE PROTECTION( COVER) FOR REINFORCING STEELSHALL BEAS FOLLOWS: FOOTINGS AND OTHER UNIFORMED SURFACES, EARTH FACE .... 3- FORMED SURFACES EXPOSED TO EARTH (LE. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) .... 2' ( #5 BARS OR SMALLER) ....1 -1'h' MECHANICAL JOINT 1 �6 2 FLANGE COUPLING 3 .w 4 GATE VALVE LAKE WASHINGTON CONCRETE IN SECTION 6 LANDSCAPE DETAILS REINFORCING STEEL FOUNDATION PLAN PROJECT LOCATION 12" INLET /OUTLET, 12" OVERFLOW m � a 9 RESERVOIR STRUCTURAL DETAILS 10 RESERVOIR STRUCTURAL DETAILS 11 LADDER, STAIR AND LANDING DETAILS 12 TELEMETRY AND ELECTRICAL DETAILS cq VA LEY RENTON ix SOUTH 9 a TENTER £ 4 U 0 4 e < 5 Y m A VICINITY MAP W.rK- Z�- - 0489 GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE APWA STANDARDS AND SPECIFICATIONS. 2. A PRECONSTRUCTION CONFERENCE AND TWENTY -FOUR HOUR NOTICE WILL BE RE- QUIRED PRIOR TO STARTING NEW CONSTRUCTION 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, SPECIFICATIONS, AW WA DIOO.79 INCLUDING APPENDICES A AND C, AND A.W.S. D5.2 -79. 5. INSPECTION: CONCRETE CONSTRUCTION AND STRUCTURALSTEEL ERECTION SHALL BE SUPERVISED IN ACCORDANCE WITH SECTION 306 OF THE UNIFORM BUILDING CODE AND THE PROJECT SPECIFICATIONS BY A QUALIFIED TESTING AGENCY DESIG- NATED BY THE ENGINEER. THE ENGINEER SHALL BE FURNISHED WITH COPIES OF ALL TEST RESULTS. 6. SHOP DRAWINGS FOR REINFORCING STEEL AND STRUCTURAL STEEL SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICAMON OFTHESE ITEMS. 7. CONCRETE PROTECTION( COVER) FOR REINFORCING STEELSHALL BEAS FOLLOWS: FOOTINGS AND OTHER UNIFORMED SURFACES, EARTH FACE .... 3- FORMED SURFACES EXPOSED TO EARTH (LE. WALLS BELOW GROUND) OR WEATHER (#6 BARS OR LARGER) .... 2' ( #5 BARS OR SMALLER) ....1 -1'h' STANDARD SYMBOLS S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 11. DESIGN CRITERIA: ... ROOF LIVE LOAD .. ............................... 25 PSF ... WIND ....................................... 100 MPH ...EARTHQUAKE ................................... ZONE 3 ... x ALLOWABLE SOIL PRESSURE ............ 7,0W PSF NATURAL SOILS ...... ............................... OR COMPACTED FILL) xREFER TO "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING DESIGN STUDY, PROPOSED WEST HILL RESERVOIR AND BOOSTER STATION, RENTON, WASHINGTON" DATED AUGUST 24, 1983 AND PREPARED BY HART CROWSER & ASSOCIATES, INC. REVISED TO C)DNFQRM TO STRUCMN RECORDS �s ATE i I DIMMITT MIDDLE W SCHOOL < > a z m CHURCH :o RESERVOIR S. 126TH ST. EASEMENT FRqM \) RENTON SCHOOL D RICT� I I L CATIO MAP DETAIL OR SECTION REFERENCE TAKEN FROM SHOWN ON SHEET SHEET DETAIL SHT. NO. MECHANICAL JOINT 1 FLANGE JOINT 2 FLANGE COUPLING 3 ADAPTER 4 GATE VALVE 5 CONCRETE IN SECTION 6 LANDSCAPE DETAILS REINFORCING STEEL FOUNDATION PLAN IN CONCRETE STANDARD SYMBOLS S. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. 9. CONTRACTOR - INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 10. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. 11. DESIGN CRITERIA: ... ROOF LIVE LOAD .. ............................... 25 PSF ... WIND ....................................... 100 MPH ...EARTHQUAKE ................................... ZONE 3 ... x ALLOWABLE SOIL PRESSURE ............ 7,0W PSF NATURAL SOILS ...... ............................... OR COMPACTED FILL) xREFER TO "SUBSURFACE EXPLORATION AND GEOTECHNICAL ENGINEERING DESIGN STUDY, PROPOSED WEST HILL RESERVOIR AND BOOSTER STATION, RENTON, WASHINGTON" DATED AUGUST 24, 1983 AND PREPARED BY HART CROWSER & ASSOCIATES, INC. REVISED TO C)DNFQRM TO STRUCMN RECORDS �s ATE i I DIMMITT MIDDLE W SCHOOL < > a z m CHURCH :o RESERVOIR S. 126TH ST. EASEMENT FRqM \) RENTON SCHOOL D RICT� I I L CATIO MAP DETAIL OR SECTION REFERENCE TAKEN FROM SHOWN ON SHEET SHEET DETAIL SHT. NO. TITLE 1 COVER SHEET 2 INFORMATION SHEET 3 GRADING AND SITE PLAN 4 UTILITIES PLAN 5 LANDSCAPE PLAN 6 LANDSCAPE DETAILS 7 FOUNDATION PLAN 8 12" INLET /OUTLET, 12" OVERFLOW AND DRAIN DETAILS 9 RESERVOIR STRUCTURAL DETAILS 10 RESERVOIR STRUCTURAL DETAILS 11 LADDER, STAIR AND LANDING DETAILS 12 TELEMETRY AND ELECTRICAL DETAILS RK,— AWEENDED "COhwEsL,_-o REC PS�d t D FOR APPROVAL F;Aq APPROVAL FOR APPROVA_ Fok. AFIM VAL W- 489 2�ra ✓ear 4y 7,�iyecynraf}- uoi°c/�yfs ATE INDEX TO SHEETS y CINDER RUNNING TRACK. IF DISTURBED, x °> CONTRACTOR TO REPAIRIREPLACE TO \ ORIGINAL CONDITION. LIMITS OF CONSTRUCTION \ N ° �m 1� x u A n - - - - - -- �iOSTiitOTRACK -- ` - - -- ------- - - - - -- it \ N87'3422'W / STAIRWAY \ B ns 04 . EXISTI TREES/ , a I ADO N DLSTU B) B J ApG 404 404 \ �A' 40? \ \ 402 /POIVER \\ 1 ENCLOSURE INSTA R Y _ 40 SEE DET I \ • INSTALL CHAI KFENClNG 20 'GATE 3 ` EXISTING CONCRETE PPE 398 3 5 I . OPENING \ 1 EXISTING SHOT -PUT PAD I 400 ED 39 ` IEXISTING INLET cb I I FINISH CONTOURS EX STING CONTOURS o a N \ N M \ \ Ape 394 390— A EASEMENT \ \ \ a z 392 % e x `o I 3 >8 SITE PLAN 1" = 20' NOTE: *CONTRACTOR TO INSTALL AND MAINTAIN TEMPORARY CHAIN -LINK FENCE AROUND CONSTRUCTION SITE AT ALL TIMES. WTR- 2 = -0489 Ig I I I I I AI I I I T I I INSTALL NI NI w� 0 Z m I/-MON. ELEVATION 400.7 CHAIN -LINK FENCE- 4 4 4 4 FENCE - 4! WEST ELEVATION SECTION A - A 1 380- SOUTH ELEVATION SECTION B - B 1410 MARKET ST. P.O. BOX 1180 KIRKLAND, WASH. 98033 neennQ PH.827 -6400 Z I Z I M O RECORDS iz 8 DATE —500 —480 —460 — 440 420 —400 —460 —440 420 n Ii —400 - -- --fit 380 W48� CITY OF RENTON WEST HILL RESERVOIR GRADING AND SITE PLAN APPROVED SCALE DATE SHe €Y RHH 1" = 20' JULY 84 3 OF 12 �• � 5109,.. ROUND SOLID LOCKING LID / iGROUND ELEVATION = 392.0' STANDARD GALV. C.B. LADDER STEPS �. ; . , OVERFLOW ELEVATION = 390.5' CHAIN 200 LB. CAPACITY, + , �- SLACK WHEN GATE IS DOWN. fI WELD CHAIN TO C.B. FRAME CLEANOUT G:-:TE LIFT TYPE, SELF - LOCKING CASCADE CULVERT INC. { f - GROUT #C /C /1 -LG OR EQUAL 12"CMP OUT I.E. 03865, I 1 �` I.E. = 386.5 NOTE: SEE PLAN VIEW FOR PROPER I" .� I, -_____--13A" ORIFICE DIA. ORIENTATION OF 18" DETENTION PIPES 12" CUP (OUT) DAYLIGHT PIPE AT PROPERTY LINE FOR -- DISCHARGE INTO NATURAL DRAINAGE CHANNEL ELEVATION PLAN PIPE (IN) IOVIDE SOLID LOCKING LID :R KING COUNTY STANDARDS ,DDER 18" CMP DETENTION PIPE(IN) CONTROL MANHOLE NTS 4 WTK- 24- 0.89 gm Engineedno NO. I REVISIONS I BY I APPR. I DATE I PC I RLA I RHH I NTS I 11/15/84 1 4A r �` EROSION /SEDIMENTATION CONTROL NOTES 1. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRE- 10. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, SERVATION AS PRESCRIBED ON THE PLAN SHALL BE WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING TO A DEPTH OF ONE FOOT. ROCK AGGREGATE TO BE AS CONSTRUCTION. FOLLOWS: 2. ALL REQUIRED SEDIMENTATIONIEROSION CONTROL 'h'- 2"- 10% - 20% FACILITIES MUST BE CONSTRUCTED AND IN OPERATION 2"- 4"- 201/6 - 401/6 PRIOR TO LAND CLEARING AND /OR OTHER CONSTRUCTION 4" - 8"- 40% - 701/6 TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER 11. STRUCTURES SHALL NOT BE PERMrTTED WITHIN 10' OF THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND THE SPRING LINE OF ANY STORM DRAINAGE PIPE(S), OR SEDIMENT FACILITIES SHALL BE MAINTAINED INA SATISFAC- 15' FROM THE TOP OF ANY CHANNEL BANK. TORY CONDITION UNTIL SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND POTENTIAL FOR ON- 92. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAIN- ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE TENANCE, REPLACEMENT AND ADDITIONS TO EROSION IN THE DEPARTMENT OF PUBLIC WORKS CENTRAL RE- SEDIMENTATION CONTROL SYSTEMS SHALL BE THE CORDS. ANY DEVIATION FROM THE APPROVED PLANS WILL RESPONSIBILITY OF THE PERMITTEE. REQUIRE WRITTEN APPROVAL FROM THE PROPER 3. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS AGENCY, CURRENTLY THE KING COUNTY DEPARTMENT OF DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM PUBLIC WORKS. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. 13. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SITE WHENEVER CONSTRUCTION IS IN PROGRESS. SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHOULD 14. PRIOR TO ANY CONSTRUCTION/DEVELOPMENT ACTIVITY ANTICIPATE THAT MORE EROSION AND SEDIMENTATION THE KING COUNTY DEPARTMENT OF PUBLIC WORKS CONTROL FACILITIES WILL BE NECESSARY TO INSURE COM- DEVELOPMENT INSPECTION SECTION MUST BE CON - P'ZETE SILTATION CONTROL ON THE PROPOSED SITE. TACT (PHONE NO. 255 -2531) FOR A PRE -CONSTRUCTION DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO MEETING. ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED 15. IN ADDITION TO FULL INSTALLATION OF TEMPORARY ERO- BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, SION AND SEDIMENTATION CONTROL FACILITIES, ALL R/D OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE FACILITIES , ALL R/D FACILITIES WILL BE INSTALLED AND NEEDED TO PROTECT ADJACENT PROPERTIES AND WATER IN OPERATION PRIORTOOR IN CONJUCTION WITHALLCON- QUALITY OF THE RECEIVING DRAINAGE SYSTEM. STRUCTION ACTIVITY WHENEVER THAT ACTIVITY EXCEEDS 4. APPROVAL OF THIS PLAN IS FOR EROSION /SEDIMENTATION THE CAPACITY AND INTENT OF THE ERATION/SEDIMENTA- CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL TION CONTROL FACILITIES UNLESS OTHERWISE OF STORM DRAINAGE DESIGN, SIZE OR LOCATION OF PIPES, APPROVED BY THE SURFACE WATER MANAGEMENT DIVI- RESTRICTORS, CHANNELS OR RETENTION FACILITIES. SION. S. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION 16. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A FEET BELOW PAVEMENT LEVEL. PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST 17. PER KING COUNTY CODE 20.50.100 SECTION D., THE PER - BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS SON REQUIRED TO CONSTRUCT THE FACILITY PURSUANT PLANTING OR OTHER APPROVED EROSION CONTROL TO SECTION 20.50.050 SHALL MAINTAIN A LIABILITY POLICY TREATMENT APPLICABLE TO THE TIME OF YEAR IN DUES- IN THE AMOUNT OF ONE HUNDRED THOUSAND DOLLARS TION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY ($100,000) PER INDIVIDUAL, THREE HUNDRED THOUSAND DURING THE MONTHS OF APRIL THROUGH SEPTEMBER IN- DOLLARS ($300,000) PER OCCURRENCE AND FIFTY CLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER THOUSAND DOLLARS ($50,000) PROPERTY DAMAGE, WHICH IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE SHALL NAME KING COUNTY AS AN ADDITIONAL INSURED, AUGMENTED WITH MULCHING, NETTING, OR OTHER TREAT- AND WHICH SHALL PROTECT KING COUNTY FROM ANY LIA- MENT APPROVED BY KING COUNTY SURFACE WATER BILITY UP TO THOSE AMOUNTS FOR ANY ACCIDENT, NEGLI- MANAGEMENT, OUTSIDE THE SPECIFIED TIME PERIOD. GENCE, FAILURE OF THE FACILITY, OR ANY OTHER LIABIL- 6. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS ITY WHATSOEVER, RELATING TO THE CONSTRUCTION OR WHERE THE DEAD STORAGE DEPTH EXCEEDS 6INCHES, A MAINTENANCE OF THE FACILITY. PROOF OF SAID LIABILITY FENCE, A MINIMUM OF 3 FEET HIGH, IS REQUIRED. POLICY SHALL BE .PROVIDED TO THE DEVELOPMENT INSPECTION SECTION, 155 MONROE AVE H.E., RENTON, WA 98055 (206 - 255 -2531, OR OPERATOR ASSISTED, ZENITH 5050, TOLL FREE NUMBER) PRIOR TO SETTING UP A PRE -CON- TORMWATER DRAINAGE PLAN NOTES STRUCT10N MEETING, PROVIDED, THAT IN THE CASE OF FACILITIES ASSUMED BY KING COUNTY FOR MAINTENANCE 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH KING PURSUANT TO SECTION 20.50.110, SAID LIABILITY POLICY COUNTY SPECIFICATIONS. SHALL BE TERMINATED WHEN SAID COUNTY MAINTE- 2. DATUM SHALL BE K.C.A.S. UNLESS OTHERWISE APPROVED NANCE RESPONSIBILITY COMMENCES. BY KING COUNTY DEPARTMENT OF PUBLIC WORKS. 18. CATCH BASIN GRATES INSTALLED ON COUNTY RIGHT -0F - 3. ALL SEDIMENTATION/EROSION FACILITIES MUST BE W WAY SHALL CONFORM TO STANDARD DRAWING NO. 39 OR AIORTOC SARI OPERATION PRIOR CLEARING AND BUILDING NO. 44 WHICH INCLUDES THE STAMPING "OUTFALL TO U MAINTAINED TION, AND THEY MUST BE SATISFACTORILY MAINTAINED STREAM, DUMP NO POLLUTANTS" AND "PROF ERTY OF UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL KING COUNTY." FOR ONSITE EROSION HAS PASSED. 19. OPEN CUT ROAD CROSSING FOR UTILITY TRENCHES ON 4. GALVANIZED STEEL PIPE UTILIZED AS DETENTION EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED FACILITIES SHALL HAVE ASPHALT TREATMENT M1 OR ONLY WITH PEA GRAVEL OR sib" MINUS CRUSHED ROCK BETTER INSIDE AND OUTSIDE. AND MECHANICALLY COMPACTED. CUTS INTO THE EXIST - 5. ALL DISTURBED AREAS SHALL BE SEEDED OR STABILIZED ING ASPHALT SHALL BE NEAT LINE CUT WITH SAW OR JACKHAMMER IN A CONTINUOUS LINE. A TEMPORARY BY OTHER SURFACE WATER MANAGEMENT METHODS FOR COLD MIX PATCH MUST BE PLACED IMMEDIATELY AFTER THE PREVENTION OF ONSITE EROSION AFTER THE COMPLE- BACKFILL AND COMPACTION. A PERMANENT HOT MIX TION OF CONSTRUCTION. PATCH SHALL BE PLACED WITHIN 30 DAYS AND SHALL BE 6. GRASS SEEDING WILL BE DONE USING AN APPROVED TYPE THE THICKNESS OF THE ORIGINAL ASPHALT OR TWO HYDRO - SEEDER, OR AS OTHERWISE APPROVED BY KING INCHES, WHICHEVER IS GREATER. COUNTY DEPARTMENT OF PUBLIC WORKS. THE PERFOR- 20. ALL METAL DRIVEWAY CULVERTS WITHIN COUNTY RIGHT - MANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS OF -WAY MUST. HAVE CONCRETE OR MASONRY HEADWALLS HAS BEEN ESTABLISHED, UNLESS OTHERWISE AF PROVED OF ACCEPTABLE DESIGN. BY THE KING COUNTY DEPARTMENT OF PUBLIC WORKS. 7. ALL PIPE SHALL BE LAID ON A PROPERLY PRE- 21. UTILITY INSTALLATION PLANS: PLANS SHOWING ALL UN- PARED FOUNDATION ACCORDING TO WASHINGTON STATE DERGROUND UTILVES MUST BE PROVIDED TO THE KING SPEC. 7 -02.3(1). THIS SHALL INCLUDE NECESSARY LEVELING COUNTY DEPARTMENT OF PUBLIC WORKS DEVELOPMENT OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION INSPECTION SECTION, 155 MONROE AVE. N,E., RENTON, WA MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF 98055 (206 - 255 -2531, OR OPERATOR ASSISTED, TOLL FREE REQUIRED BEDDING MATERIAL TO UNIFORM ', RADE SO NUMBER - ZENITH 5050). PLANS FOR WATER AND SANI- THATTHE ENTIRE LENGTH OFTHE PIPE WILL BESUPPORTED TARY SEWERS MUST BE PROVIDED PRIOR TO THE PRE - ON A UNIFORMLY DENSE UNYIELDING BASE. IF THE NATIVE CONSTRUCTION MEETING. PLANS FOR ALL OTHER MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE RE- UTILITIES MUST BE PROVIDED PRIORTOTHE INSTALLATION QUIREMENTS FOR "GRAVEL BACKFILL FOR PIPE BEDDING" OF ROAD BASE COURSE MATERIALS. SAID PLANS SHALL THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PRO- SHOW THE LOCATION OF THE MEASURES THAT WILL BE VIDED THE MATERIAL IN THE BOTTOM OF THE TRENCH IS TAKEN TO PREVENT SOIL EROSION AND SEDIMENTATION. LOOSENED, REGRADED AND COMPACTED TO °ORM A 22. CONSTRUCTION OF DEWATERING SYSTEM SHALL BE IN DENSE UNYIELDING BASE. ACCORDANCE WITH SECTION 61.9.02 OF THE APWA STAN - REVISEC TO CONFORM 8. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL DARD SPECIFICATIONS. TO C NSTRU ION RECORDS BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED THE THE DEPARTMENT OF PUBLIC 1Z 6- S WORKS. 9. ALL DRAINAGE STRUCTURES NOT ON PUBLIC RIGHT -0F - WAYS SHALL HAVE ROUND, SOLID LOCKING LIDS, UNLESS DATE OTHERWISE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS. CITY OF RENTO`:V WEST HILL RESERV SIR I I DETAILS gm Engineedno NO. I REVISIONS I BY I APPR. I DATE I PC I RLA I RHH I NTS I 11/15/84 1 4A r �` AUTOMATIC SPRINKLING SYSTEM AND WATER SERVICE SEE DETAIL 11 FOR HANDHOLE 7 8 330 LF -1" PVC SPRINKLER PIPE, COMPLETE WITH FITTINGS AND RISERS EXTENDING 18" ABOVE FINISHED GRADE SHRUB SPRAY SPRINKLER HEADS RAINBIRD #2400 6 - NOZZLE F (FULL CIRCLE) SEE � g;1'' 7 - NOZZLE TO (3/4 CIRCLE) SEE - C 3 - NOZZLE H ('/z CIRCLE) SEE FOR LISTING AND DESCRIPTION OF PLANTS USED IN LANDSCAPING PLAN SEE TYP 2 EACH 1" PVC SPRINKLER PIPES 5 6 FROM HANDHOLE SHOWN ON DETAIL FOR SITE PIPING, §IEE � 11 DETAIL gym' °��•,,,, FOR SITE PIPING, - -- -- -- T14 ------OEE DETAIL/—T 7 8 I 7 � I t 1 j 1 1 1 l � � 1 1 1 1 1 I � � I I ! i � ALL PLANT MATERIAL MUST BE GUARANTEED AGAINST ALL DEFECTS OF MATERIALS AND WORKMANSHIP. PLANTS AND SOD AREAS, NOT IN NORMAL HEALTHY GROWING CONDITION, MUST BE REPLACED PRIOR TO THE END OF GUARANTEE PERIOD. REPLACE WITH PLANTS OR SOD OF IDENTICAL SPECIES AND SIZE. THIS GUARANTEE ALSO INCLUDES, ANY PLANTS OR SOD REPLACED. STAKING MUST ALSO BE MAINTAINED AND ADJUSTED DURING THE GUARANTEE PERIOD AS REQUIRED, ACCORDING TO PLANT GROWTH. K� Z41 - 04$9 I I A I I LANDSCAPE PLAN 1" = 20' I A I I I A I t - �. -.✓..1 o j S i 1 I N Ld Q Z N m I EXISTING EDGE OF PAVEMENT 12" MIN. THICKNESS OF CLASS B BACKFILL 3AVEL -'y/ll 5' ROCKERY DETAIL NTs 3 5 1. ROCKERIES HIGHER THAN 5' SHALL BE CONSTRUCTED OF ROCKS OF GRADUATED SIZES FROM 6 -MAN TO 2 -MAN FROM BOTTOM TO TOP. ROCKERIES OF 5' OR LOWER SHALL BE CONSTRUCTED OF 3- MAN TO 2 -MAN FROM BOTTOM TO TOP. 2. THE FACE OF THE ROCKERY WALL SHALL BE INSTALLED WITH A SMOOTH FACE. 3. THE LONG DIMENSION OF THE ROCKS SHALL EX,.,-ND INTO THE EARTH TO PROVIDE MAXIMUM STABILITY. 4. THE ROCK SHALL BE PLACED SO AS TO LOCK INTO TWO ROCKS IN THE LOWER TIER. r 1410 MARKET ST. - P.O. BOX 1180 �{���..p KIRKLAND, WASH. 98033 Engine wing PH. 827 -6400 NO. T 1 = t 1 REVISIONS ( BY I APPR. I DATE jMM/Kj RI AS BUILT NOTE: CONTOURS SHOWN THIS SHEET ARE NOT ACCURATE. SEE REVISED SITE PLAN FOR CONTOUR INFORMATION. REVISED TO CONFORM TO NSTRIlON RECORDS DATE �I CITY OF RENTON WEST HILL RESERVOIR LANDSCAPE PLAN PPROVED acw" E DATE _LSHEE' RHH 1" = 20' I JULY 84 5 01 0362 (1) #1I EACH FACE CIRCUMFERENTIAL #4 @ 18" O.C. TRANSVERSE (TYPICAL) N87° 34' 22" W _ #4 (a) 18" O.C. CIRCUMFERENTIAL (TYP) 6o- 3" DIA. A36 TREADED STEEL RODS, SPACE RODS TO AVOID INLET /OUTLETPIPING. SEE DETAIL 5 7 10 TANK SHELL TOP AND BOTTOM REINF. PER PLAN #5 RISER BAR AT 24" O.C. VERT. TYP. AT INSIDE AND OUTSIDE PERIMETER (2) #6 CONT. AT INSIDE AND OUTSIDE PERIMETER (TYP.) N Q e Q z z WTPb,— Z7 0489 m 3" MIN. LOVER (TYP) y 12" DIA. INLET /OUTLET o�u5 1 FOUNDATION PLAN 1„ =10, -0" #10 @ 12" O.C. TRANSVERSE (TYPICAL) --#11 @7 "O.C. CIRCUMFERENTIAL 12" DIA. INLET /OUTLET O h @ 12" O.C. CIRCUMFERENTIAL NOTE: RADIAL BARS TO' BE PLACED OVER CIRCUMFERENTIAL BARS CONCRETE BLOCKING' EXISTING PIPELINE LIMITS T= _EMETRY PULLBOX CONCRETE - 6"MIN. THICKNESS INSIDE RINGWALL BLOCKING REMOVE EXISTING PLUG (MJ) AND REMOVE EXISTING PLUG(MJ) AND PROVIDE: 1 -12" GATE VALVE ASSEMBLY 1 - 12" GATE VALVE ASSEMBLY RCP VAULT 76641 OR EQUAL 1 - 12" D.I. NIPPLE (LENGTH TO FIT) 1 12" DI NIPPLE (LENGTH TO FIT) - ° 1 - 12" C.I. LONG BODY SLEEVE NON- SHRINK GROUT, 12" WIDTH SEE DETAIL 11 7 8 ,O 4 REFERENCE ELECTRODE CONDUIT -� AROUND TANK AT PERIMETER nN '/4" G.I. PIPE. PLACE IN PAVEMENT AT 25' RADIUS. STUB OUT AND CAP BELOW VAULT W ELECTRODE TAPS ON OPPOSITE SIDES \ OF TANK AT GROUND LEVEL TERMINATE wo J 14L AT POWER 8 TELEMETRY ENCLOSURE Q SEE DETAIL FOUNDATION � 7 12 4'6" (APPROX.) 7 N87 °34'22_'14 7 7 ;SELL ELL 'Q9 L`'10 12" DIA. INLET AND OUTLET PIPING ® /GS 0 SEE DETAIL 8 / "I (,+ 12-DIA. OVERFLOW AND DRAIN PIPING SEE DETAIL 7a PROVIDE: 12" GATE VALVE (MJ X FL) 12" 90° (FL) WITH CONC. BLOCKING 12 "TEE (MJ X FL) WITH CONC. BLOCKING - POWER AND TELEMETRY ENCLOSURE, SEE SHEET 12 1 " DIA. G.I. CONDUIT FOR TELEMETRY, TRANSDUCER AND SPRINKLER CABLES FROM EXISTING PULL -BOX TO ENCLOSURE. i 201 LF 6" PVC PERF. PIPE SLOPE = 0.015 TOWARD TEE. INVERT EL. AT TEE = 386.0 CAP UPSTREAM ENDS EDGE OF PAVEMENT r- — t __a RESERVOIR WIRING: 6 #12 IN 3/4" G.I. CONDUIT UNDER PAVEMENT, UP LADDER AND ALONG STAIR CHANNEL TO ROOF. / TO POWER TRANSFORMER, 6" PVC UNDERDRAIN OILED SAND CUSHION T= _EMETRY PULLBOX CONCRETE - 6"MIN. THICKNESS INSIDE RINGWALL BLOCKING REMOVE EXISTING PLUG (MJ) AND 1 -12" GATE VALVE ASSEMBLY 11. 4' X 6' X 5'6" VAULT RCP VAULT 76641 OR EQUAL TANK SHELL 1 12" DI NIPPLE (LENGTH TO FIT) - ° _ 1 - 12" C.I. LONG BODY SLEEVE NON- SHRINK GROUT, 12" WIDTH SEE DETAIL 11 7 8 j HANDHOLE FOR AUTOMATIC AROUND TANK AT PERIMETER SPRINKLER SYSTEM VAULT 1 " DIA. G.I. CONDUIT FOR TELEMETRY, TRANSDUCER AND SPRINKLER CABLES FROM EXISTING PULL -BOX TO ENCLOSURE. i 201 LF 6" PVC PERF. PIPE SLOPE = 0.015 TOWARD TEE. INVERT EL. AT TEE = 386.0 CAP UPSTREAM ENDS EDGE OF PAVEMENT r- — t __a RESERVOIR WIRING: 6 #12 IN 3/4" G.I. CONDUIT UNDER PAVEMENT, UP LADDER AND ALONG STAIR CHANNEL TO ROOF. / TO POWER TRANSFORMER, 6" PVC UNDERDRAIN OILED SAND CUSHION - 6"MIN. THICKNESS INSIDE RINGWALL - 1.25" THICKNESS ON RINGWALL TANK SHELL NON- SHRINK GROUT, 12" WIDTH AROUND TANK AT PERIMETER 120:1 SLOPE 1 /8 "/FT. FROM TANK PERIMETER wo Ill- III COMPACTED UNDISTURBED NATIVE SOIL GRANULAR FILL PROVIDE 2' (MIN) WIDTH OF PEA GRAVEL AROUND FOUNDATION OF PERIMETER FOR DRAIN. SECTION r6 PROVIDE MIN. 2" DEPTH OF CLASS B 1 „ =10' -0” 7 7 ASPHALT CONCRETE PAVEMENT 12" CMP STORM PROVIDE 21/2" BASE COURSE OF 11/4 "MINUS CRUSHED ROCK AND 11/2" TOP COURSE OF 5 /e" MINUS CRUSHED ROCK. A FOUI C. r _ f T.• � P4t'� E REVISED TO CONFORMs� TO• CJ^./('NSTRU ION RECORDS f S 1-116199 ATE I I I X I I I X I r PIPING PLAN 3 1" = 10' 4 7 TANK SHELL 1' G.J. TELEMETRY CONDUIT INLET /OUTLET PIPING SEE DETAIL 7 8 ROCKERY TANK BOTTOM e . - 2'-0" -. b. 12" CMP STORM 18" TO (L 3" DIA. PERFORATED PVC DRAIN PIPE OF DRAIN PIPE. SECTION tl7 NTS 7 7 I 1411 Fourth Ave. Bldg. 1410 Market Street Suite 720 P.O. Box 1180 Seattle, WA 98101 �g�ing Kirkland, Washington 98033 �AG� EF (ZOC ) nG2- t -H(N- (206) 827 -6400 NO. REVISIONS BY APPR. I DATE I a I T t I :d, ml CITY OF RENTON WEST HILL RESERVOIR FOUNDATION PLAN APPROVED SCALE DATE SHEET RHH SHOWN JULY 1984 7 OF 12 � • c1o9b. 12" DIA. 12 " -90° 3' -0" TO TANK SHELL 12" INLET /OUTLET DETAIL s I.E. 388.0 COMPACTED GRANULAR FILL CONCRETE FOUNDATION OVERFLOW AND DRAIN DETAIL s 1„ = 2' -0„ 7 s �rR- 2� -o4$9 OILED SAND CUSHION inf � - Ni ,— - �b. -;.. o 1 ° '° CONCRETE FOUNDATION 12" LD. 125# DRILLED FLANGE .o - o � :: ° 12" I.D. 125# UNDRILLED FLANGE "� -12" D.I.P. 12" INLET/ OUTLET DETAIL ,2 NTS. -S 8 15" WELD TANK BOTTOM TO FLANGE N � � D ° �•. ° n , - . OILED SAND UNDRILLED 12" LD. FLANGE _ ` FLANGED 12" D.LP. CONCRETE ° DRAIN DETAIL ,3 NTS S S 5 %" MINUS CRUSHED ROCK �C �� (2' MIN. WIDTH) 12" C.I. LONG BODY SLEEVE LE. 388.0 12"DIA. C.I. LONG BODY SLEEVE �_� WELD TANK BOTTOM TO FLANGE -- :.: °. ° .. FLANGED 12" D.I.P. W/ FLANGE—'o LOCATED 18" BELOW TOP TANK SHELL PRESSURE GAUGE ASSEMBLY SEE DETAIL 15 8 12 AC PAVEMENT 0 v 0 io PROVIDE VAULT 4'-0" X 6'-0" X 5'-6" ' RENTON CONCRETE PRODUCTS VAULT #76641 OR EQUAL REDUCED PRESSURE BACKFLOW PREVENTER, 1'/z ", EQUAL TO NEPTUNE #575 m �` T i °, COVER -RCP 765586 OR EQUAL I - STEEL PL DOOR I : BILCO # 2-JAL H2O LOAD RATED OR EQUAL i l 1" SPACE BETWEEN I I PIPE AND TANK BOTTOM I I II I UNDRILLED FLANGE � I e o �_ � ° NON- SHRINK GROUT �� .. ILED SAND o... CONCRETE 12" OVERFLOW DETAIL is _ ����'��� NTS 8 8 - �'� �'' ,_ '� c - _.s, - ,:_��: i4rr PourrnAve. aidR. 1410 Market Street ' Suire �zo P.O. Box 1180 Searr�e. Wn 9su�i Kirkland, Washington 98033 ASSOC'lA7Z;SPS (2oG) 624 -s68- ���iCN�AQ rxraucnnctscr�xs (206)827 -6400 N• L TRANSDUCER ASSEMBLY SEE DETAIL is e 12 3, -0„ 7, -0„ OVERFLOW SEE DETAIL 14 ' � /s" G.I. CONDUIT AND #12 WIRING RENTON CONCRETE PRODUCTS TO PULLBOX, PULLBOX OMITTED #1728 -12 -24 OR EQUAL 9 s STEEL PL LID H2O LOAD RATED TANK SHELL DRAIN SEE DETAIL 13 as 2 - ELECTRIC REMOTE CONTROL VALVE, RAINBIRD 100 -EFA OR EQUAL SCHEMATIC ONLY 1 '/s" STUB -OUT WITH GV AND CAP a I �- - � A 0 u � � ' � `� 5 - LADDER RUNGS @ 1'-0" SPACINGS - .° ° � o `. I ° •.-o. o.' °� � Q.. . . o �_ a I 1'i4 "STUB -OUT RENTON CONCRETE PRODUCTS 12" DIA. SPOOL ° ° _^p 9 ° ° - STEEL PL LID H2O LOAD RATED � I eo 6' _. .. _ _ : 8 „DIP _ LOCATE ALONG VAULT � � d ° ° � PRESSURE GAUGE ASSEMBLY, SEE DETAIL a tz o - TRANSDUCER ASSEMBLY, SEE DETAIL 15 8 12 2'-9" ° ° � '�° CITY STANDARD DETAIL o . 12”- 90 °BEND (MJ) ..-: o SUBSTITUTE VAULT SHOWN - FOR MANHOLE ° D � _ _ ° ° e .. ° � .° ° .. .. D. ..o �oe o CONCRETE FOUNDATION COMPACTED GRANULAR FILL CONCRETE FOUNDATION OVERFLOW AND DRAIN DETAIL s 1„ = 2' -0„ 7 s �rR- 2� -o4$9 OILED SAND CUSHION inf � - Ni ,— - �b. -;.. o 1 ° '° CONCRETE FOUNDATION 12" LD. 125# DRILLED FLANGE .o - o � :: ° 12" I.D. 125# UNDRILLED FLANGE "� -12" D.I.P. 12" INLET/ OUTLET DETAIL ,2 NTS. -S 8 15" WELD TANK BOTTOM TO FLANGE N � � D ° �•. ° n , - . OILED SAND UNDRILLED 12" LD. FLANGE _ ` FLANGED 12" D.LP. CONCRETE ° DRAIN DETAIL ,3 NTS S S 5 %" MINUS CRUSHED ROCK �C �� (2' MIN. WIDTH) 12" C.I. LONG BODY SLEEVE LE. 388.0 12"DIA. C.I. LONG BODY SLEEVE �_� WELD TANK BOTTOM TO FLANGE -- :.: °. ° .. FLANGED 12" D.I.P. W/ FLANGE—'o LOCATED 18" BELOW TOP TANK SHELL PRESSURE GAUGE ASSEMBLY SEE DETAIL 15 8 12 AC PAVEMENT 0 v 0 io PROVIDE VAULT 4'-0" X 6'-0" X 5'-6" ' RENTON CONCRETE PRODUCTS VAULT #76641 OR EQUAL REDUCED PRESSURE BACKFLOW PREVENTER, 1'/z ", EQUAL TO NEPTUNE #575 m �` T i °, COVER -RCP 765586 OR EQUAL I - STEEL PL DOOR I : BILCO # 2-JAL H2O LOAD RATED OR EQUAL i l 1" SPACE BETWEEN I I PIPE AND TANK BOTTOM I I II I UNDRILLED FLANGE � I e o �_ � ° NON- SHRINK GROUT �� .. ILED SAND o... CONCRETE 12" OVERFLOW DETAIL is _ ����'��� NTS 8 8 - �'� �'' ,_ '� c - _.s, - ,:_��: i4rr PourrnAve. aidR. 1410 Market Street ' Suire �zo P.O. Box 1180 Searr�e. Wn 9su�i Kirkland, Washington 98033 ASSOC'lA7Z;SPS (2oG) 624 -s68- ���iCN�AQ rxraucnnctscr�xs (206)827 -6400 N• L 4'-0" _ TRANSDUCER ASSEMBLY SEE DETAIL is e 12 SECTION HANDHOLE AND RISER 1 ,�" �32 "X21 "X26" � /s" G.I. CONDUIT AND #12 WIRING RENTON CONCRETE PRODUCTS TO PULLBOX, PULLBOX OMITTED #1728 -12 -24 OR EQUAL STEEL PL LID H2O LOAD RATED SCHEMATIC ONLY 1" PVC SPRINKLER PIPE, COMPLETE WITH FITTINGS 2 - ELECTRIC REMOTE CONTROL VALVE, RAINBIRD 100 -EFA OR EQUAL SCHEMATIC ONLY 1 '/s" STUB -OUT WITH GV AND CAP a I '�" 1 STANDARD WATER METER 1'/z" G.1. PIPE FROM TAP TO METER BOX `� 5 - LADDER RUNGS @ 1'-0" SPACINGS 4'-0" _ I 1 ,�" � /s" G.I. CONDUIT AND #12 WIRING 1 'k" CORPORATION TO PULLBOX, PULLBOX OMITTED STOP FOR CLARITY - -� 1" PYC SPRINKLER PIPE, COMPLETE WITH FITTINGS SCHEMATIC ONLY _ a I M 2- ELECTRIC REMOTE CONTROL VAL VE, RAINBIRD 100 -EFA `� OR EQUAL `. I HANDHOLE AND RISER 32 "X21 "X�6" O a I 1'i4 "STUB -OUT RENTON CONCRETE PRODUCTS I WITH GV AND CAP #1728 -12 -24 OR EQUAL ,_ STEEL PL LID H2O LOAD RATED � I ' LADDER RUNGS — .� ;. I LOCATE ALONG VAULT � 3 /a" G.I. TRANSDUCER CONDUIT TO PULL BOX PRESSURE GAUGE ASSEMBLY, SEE DETAIL a tz -- - TRANSDUCER ASSEMBLY, SEE DETAIL 15 8 12 2'-9" NOTE: INSTALL 12" GATE VALVE PER CITY STANDARD DETAIL PLAN SUBSTITUTE VAULT SHOWN - FOR MANHOLE VAULT & HANDHOLE DETAIL „ 7 8 REVISED TO CONFORM - ToC�RN RECORDS Z 5 6B DATE ��� CITY OF RENTON WEST HILL RESERVOIR 12" INLET /OUTLET, OVERFLOW &DRAIN DETAILS DRN. ENGR. APPROVED aun�E DATE SHEET REVISIONS BY AppR. DATE DB RA RHH SHOWN JULY 1984 8 OF 12 NOTE: PAINT ALL METAL SURFACES SAME AS RESERVOIR PRIOR TO ROOF INSTALLATION NO. 1 HEAVY TREATED SHAKES 3/i PLYWOOD ROOF TRUSS (TYP) 4 EACH. NOTCH OUT 2 CENTER TRUS- SES-FOR CHANNEL SUPPORT. LIGHT INSIDE BOX MATCHING 1W DIA. HOLES FOR PADLOCK (TYP) PAVEMENT- , TYP. TOP & AND BOTTOM TYP. INSIDE FLUSH 3 /a" X 11" GALV. STEEL BOLTS 4 EACH. BOLT TO INSIDE OF ENCLOSURE. BRONSON 1/4" CONTINUOUS HINGE, MODEL NO. S- 111 - 2109 -S OR APPROVED EQUAL WELD TO ENCLOSURE. 7'-0" PLAN CHANNEL 'h" PLYWOOD SHEETING (TYP) CHANNEL- MC 3 X 9.0 ROOFSUPPORT, WELD TO 8" X 8" STEEL POSTS. t _ \ 8'4" -t I9" TYP, F'I OUTDOOR RATED J ELECTRICAL CONVENIENCE OUTLET (2 RECEPTACLES) L ELCTRICAL METER II SEATTLE CITY LIGHT I' STANDARD. BOX TO m I� POST. TYP. II 11 3 /a" X 10' GALV. STEEL BOLTS (2 EACH SIDE) 4" 4" TYP. BOX ya^ TO POST '/a PLATE STEEL I • (TYPICAL) I. II REFERENCE ELECTRODE CONDUIT 11 I /3/i" G.L- S a 0 z m -7 ' /a" BR/ '/a" GUI 'h" - 90 1 BRASS SHORT OY NIPPLES PIPE SPRINGLINE TRANSDUCER ELEVATION 1s NTS 8 12 12" D.I. 'A" BRASS SHORT BODY TAP TAP SHALL NOT EXTEND INSIDE PIPE. 'h" BRASS CAP 'h "BRASSSHORTBODYNIPPLE (TYP) 'h' GAUGE COCK /h" BRASS UNIONS 'h' BRASS TEE STRAIN GAUGE RESERVOIR LEVEL TRANSDUCER WITH 'h" NPT PROCESS CONNECTION. INSTALL AS SHOWN. SEE SPECS. TO TELEMETRY BOX 'h" C FOR TRANSDUCER CONNECTION TO TELEMETRY EQUIPMENT. CABLE AND COW DUIT THIS CONTRACT. CONNECTION TO TELEMETRY EQUIPMENT BY OTHERS. THIS CONDUIT MAYTERMINATE AT PULL BOX. 'h" CONDUIT, 3 #12 WIRE .OUTDOOR RATED ELECTRICAL LIGHT SWITCH LABELLED "ENCLOSURE LIGHT" CONVENIENCE OUTLET, GFC SIMILAR OUTLET AT TOP 17 LIGHT SWITCH LABELLED "RESERVOIR LIGHT" OUTLET PLATFORM. SEE DE TAIL 12 11 8" X' /a" SQUARE STRUCTURAL m H.D. DISCONNECT SWITCH ELECTRICAL METER - BASE PER L =� / TUBING POSTS - LENGTH AS REQUIRED SEATTLE CITY LIGHT STANDARDS 11h" CONDUIT AUTOMATIC SPRINKLER CONTROLLER �7 PAVEMENT RAINBIRD RC 71 OR EQUAL LOAD CENTER D ° D EXTEND POSTS DOWN TO SUBGRADE ELEVATION ' /a" BR/ '/a" GUI 'h" - 90 1 BRASS SHORT OY NIPPLES PIPE SPRINGLINE TRANSDUCER ELEVATION 1s NTS 8 12 12" D.I. 'A" BRASS SHORT BODY TAP TAP SHALL NOT EXTEND INSIDE PIPE. 'h" BRASS CAP 'h "BRASSSHORTBODYNIPPLE (TYP) 'h' GAUGE COCK /h" BRASS UNIONS 'h' BRASS TEE STRAIN GAUGE RESERVOIR LEVEL TRANSDUCER WITH 'h" NPT PROCESS CONNECTION. INSTALL AS SHOWN. SEE SPECS. TO TELEMETRY BOX 'h" C FOR TRANSDUCER CONNECTION TO TELEMETRY EQUIPMENT. CABLE AND COW DUIT THIS CONTRACT. CONNECTION TO TELEMETRY EQUIPMENT BY OTHERS. THIS CONDUIT MAYTERMINATE AT PULL BOX. POWER & TELEI ►IETRY ENCLOSURE INTERIOR, 3b" = 1' - 0" R5V15E0 70 0010FG ,,1 RH tkD k`- TO T/ iZEC.0.2C75 �r P E o. >rnsH1� e 4o69 POWER & TELEMETRY ENCLOSURE 4,,� 45 CITY OF RENTON e8 G�S� E�cC !_. 4 12 � WEST HILL RESERVOIR 1410 Market Street TELEMETRY AND ELECTRICAL DETAILS pm P.O. Box 1180 Jim Enoneenn9 Kirkland, Washington 98033 DRN. ENGR. APPROVED SCALE DATE SHEFi (206)827-6400 / NO. REVISIONS By APPR. DATE DB RA RHH AS SHOWN JULY 1984 12 OF 12 .3-3a2 'h" CONDUIT, 3 #12 WIRE .OUTDOOR RATED ELECTRICAL LIGHT SWITCH LABELLED "ENCLOSURE LIGHT" CONVENIENCE OUTLET, GFC SIMILAR OUTLET AT TOP 17 LIGHT SWITCH LABELLED "RESERVOIR LIGHT" OUTLET PLATFORM. SEE DE TAIL 12 11 INGLE TUBE 4' FLOURESCENT LIGHT FIXTURE WITH EYE SHIELD - MOUNT TOWARD FRONT OF ENCLOSURE. H.D. DISCONNECT SWITCH ELECTRICAL METER - BASE PER L =� SEATTLE CITY LIGHT STANDARDS AUTOMATIC SPRINKLER CONTROLLER RAINBIRD RC 71 OR EQUAL LOAD CENTER POWER AND TELEMETRY ENCLOSURE - SEPARATE CIRCUITS FOR SEE DETAIL THIS SHEET. INTERIOR LIGHTS, II EXTERIOR LIGHTS, 'h" CONDUIT FOR POWER SUPPLY CONVENIENCE OUTLETS, TELE- TO TELEMETRY BOX METRY EQUIPMENT AND 4 SPARES. TELEMETRY BOX 8" X.. 24" X 30" X 8" PROVIDED BY OTHERS NOTE: ALL INTERIOR CONDUIT TO BE TO POWER COMPANY 'h" EMT OR LARGER TO CODE TRANSFORMER, 60 AMP SERVICE, 1 PHASE, 3 #6, 1" G.I. CONDUIT BEYOND FOUNDATION LIMITS REFERENCE ELECTRODE CONDUIT 3/a" G.1. TO RESERVOIR CONVENIENCE OUTLETS AND TO INTERIOR TO TRANSDUCER (IN VAULT) AND TELEMETRY PULL BOX AND EXTERIOR RESERVOIIR (BOTH CONNECTIONS IN PULL BOX) LIGHTS, 'h" C, 3 #12. 1'h" C, WIRES PER EQUIPMENT REQUIREMENTS POWER & TELEI ►IETRY ENCLOSURE INTERIOR, 3b" = 1' - 0" R5V15E0 70 0010FG ,,1 RH tkD k`- TO T/ iZEC.0.2C75 �r P E o. >rnsH1� e 4o69 POWER & TELEMETRY ENCLOSURE 4,,� 45 CITY OF RENTON e8 G�S� E�cC !_. 4 12 � WEST HILL RESERVOIR 1410 Market Street TELEMETRY AND ELECTRICAL DETAILS pm P.O. Box 1180 Jim Enoneenn9 Kirkland, Washington 98033 DRN. ENGR. APPROVED SCALE DATE SHEFi (206)827-6400 / NO. REVISIONS By APPR. DATE DB RA RHH AS SHOWN JULY 1984 12 OF 12 .3-3a2 _ c, �'OFS ENDS R. RICE 00 CID F1 CITY OF RENTON L #16 L J S. 124TH ST. TL #23 �c� RENTON, WA � i LJJSLH� s�111J� JJ,`Js�rJ l L #1611 TL #75 TL #178 TL #150 TL #148 J,JJ J 1 I 1 KIRKLAND, WA 98033 uj CONTACT: MR. RICHARD H. HARBERT I A f N#48 1.81 ACRES (UTILITIES EASEMENT) SEWAGE DISPOSAL: 13 SOURCE OF WATER: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT LEGAL DESCRIPTION: SE QUARTER SECTION 12, TOWNSHIP 23S, RANGE 4E, TAX LOT NOS. 16,15 i LOT NO. 16 N 198 FT OF SW 1/4 OF SE 114 OF SE 1/4 LESS W 300 FT LESS CO RD RIVER TL #118 S. 128TH ST NW 1/4 OF SE 1/4 OF SE 1/4 LESS W 300 FT LESS CO RD PERMANENT UTILITY EASEMENT: 99 LOT NO. 16 - THE EAST 263 FEET OF THE PREVIOUSLY DESCRIBED PROPERTY (AUDITOR FILE NO. 122304016). LOT NO. 15 SOUTH � 'ACRES THE SOUTH 100 FEET OF THE EAST 270 FEET OF THE PREVIOUSLY DESCRIBED PROPERTY (AUDITOR FILE NO. 122304015) TOGETHER WITH THE SOUTH 15 FEET OF THE WEST 70 FEET AND THE WEST 15 FEET OF THE SOUTH 90 FEET. 'll CONSTRUCTION OF A 1.4 MILLION GALLON WATER STORAGE RESERVOIR FOR THE TL #72 AREA AND KING COUNTY WATER DISTRICT NO. 63 11 i TL #73 RENTON SCHOOL DISTRICT �J TL #107 TL 415 CHURCH OF LATTER DAY SAINTS J TL #80 TL #115 TL #88 W Q TL #74 to �JJJJI�'ll co )2J - ui Q TL #106 ui Q 11 j . C3 a N Go TL #86 270' Go TL #14 2J_ J=J O TL #85 151 ° Cr 17 I 110' S. 126TH ST. TL #59 TL #16 7 ❑ TL #60 i+p rn 263' ^ I__I El llJ1JJj97�1 J . JJJ:SJ }J LL 71Jr117 �J J 41 Jl TL #57 gys \ TL #114 .� V 5 BURT GLASER..' TL #17 LOCATION_ MAP SCALE 1" = 100' - CITY OF RENTON 1.4 MG WEST HILL RESERVOIR c, �'OFS ENDS R. RICE 00 CID F1 CITY OF RENTON L #16 L J CD TL #23 �c� RENTON, WA � i LJJSLH� s�111J� JJ,`Js�rJ l L #1611 TL #75 TL #178 TL #150 TL #148 LOCATION_ MAP SCALE 1" = 100' - CITY OF RENTON 1.4 MG WEST HILL RESERVOIR c, �'OFS ENDS R. RICE 00 CID F1 CITY OF RENTON 300 MILL AVENUE TL #23 �c� RENTON, WA � i LJJSLH� s�111J� JJ,`Js�rJ l 97JJ �1L'�L 7�Jrl i " TELEPHONE: 235 -2631 ccyS��F'�'T RH2 ENGINEERING J,JJ J 1 :1 ., KIRKLAND, WA 98033 uj CONTACT: MR. RICHARD H. HARBERT TELEPHONE: 827 -6400 EXISTING ZONING: RS 7200 N#48 1.81 ACRES (UTILITIES EASEMENT) SEWAGE DISPOSAL: 13 SOURCE OF WATER: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT LEGAL DESCRIPTION: SE QUARTER SECTION 12, TOWNSHIP 23S, RANGE 4E, TAX LOT NOS. 16,15 (AUDITOR FILE NOS. 122304016,122304015, RESPECTIVELY) LOT NO. 16 N 198 FT OF SW 1/4 OF SE 114 OF SE 1/4 LESS W 300 FT LESS CO RD RIVER LOT NO. 15 S. 128TH ST NW 1/4 OF SE 1/4 OF SE 1/4 LESS W 300 FT LESS CO RD PERMANENT UTILITY EASEMENT: LOCATION_ MAP SCALE 1" = 100' - CITY OF RENTON 1.4 MG WEST HILL RESERVOIR WEST HILL RESERVOIR PROJECT. 00 CID PROJECT OWNER: CITY OF RENTON 300 MILL AVENUE RENTON, WA (J7 Z CONTACT: MR. RON OLSEN TELEPHONE: 235 -2631 PROJECT ENGINEERS: RH2 ENGINEERING 9i�FR P.O. BOX 1180 KIRKLAND, WA 98033 uj CONTACT: MR. RICHARD H. HARBERT TELEPHONE: 827 -6400 EXISTING ZONING: RS 7200 PROJECT ACREAGE: 1.81 ACRES (UTILITIES EASEMENT) SEWAGE DISPOSAL: N/A SOURCE OF WATER: CITY OF RENTON SCHOOL DISTRICT: RENTON SCHOOL DISTRICT LEGAL DESCRIPTION: SE QUARTER SECTION 12, TOWNSHIP 23S, RANGE 4E, TAX LOT NOS. 16,15 (AUDITOR FILE NOS. 122304016,122304015, RESPECTIVELY) 900 LOT NO. 16 N 198 FT OF SW 1/4 OF SE 114 OF SE 1/4 LESS W 300 FT LESS CO RD RIVER LOT NO. 15 NW 1/4 OF SE 1/4 OF SE 1/4 LESS W 300 FT LESS CO RD PERMANENT UTILITY EASEMENT: 99 LOT NO. 16 - THE EAST 263 FEET OF THE PREVIOUSLY DESCRIBED PROPERTY (AUDITOR FILE NO. 122304016). LOT NO. 15 SOUTH � 'ACRES THE SOUTH 100 FEET OF THE EAST 270 FEET OF THE PREVIOUSLY DESCRIBED PROPERTY (AUDITOR FILE NO. 122304015) TOGETHER WITH THE SOUTH 15 FEET OF THE WEST 70 FEET AND THE WEST 15 FEET OF THE SOUTH 90 FEET. PURPOSE OF PROJECT: CONSTRUCTION OF A 1.4 MILLION GALLON WATER STORAGE RESERVOIR FOR THE CITY OF RENTON TO IMPROVE WATER SERVICE IN THE CITY'S WEST HILL SERVICE AREA AND KING COUNTY WATER DISTRICT NO. 63 00 CID OG� (J7 Z LAKE WASHINGTON 90 ° 9i�FR uj x ui m a PROJECT., r \ a m 1 LOCATION m 99 599 900 169 RIVER n FQ 5 -1 99 - i LONG SOUTH � 'ACRES CENTER 5 167 VICINITY MAP .max x _ x I — x — x � " + IRRIGATION CHAIN -LINK / SYSTEM FENCE +/ / 22.3 —12.1V _— \ 72•W 12-W '' / / / 12'W 12'W ' 12 W�\ scADA IRRIGATION 11'4 I CONTROL VAULT 3 / IRRIGATION METER VAULT 25' I ACANT ANTENNA / IRRIGATION / / 25.5` PIPING TO MOUNTS o I CONTROL i ' CB > I VALVE 1.4 MG WEST HILL / I � RESERVOIR � MOBILE PHONE { I 1 / / 26• I ANTENNAS (TYP EXACT I LOCATION x UNKNOWN SCHOOL \ \ \ I I \\ IST. f \ 23.5' ANTENNA \ i I TELEMETRY AND \ I I ELECTRICAL I\ / 34' ENCLOSURE CB I �\ I I\ 54.5' 30.5' I I \ N OVERFLOW .� I I \ PIPE 4 I \� DRAIN PIPE a / I I I 1 \\ COAX CABLE / VAULT 12" CMP \ I 1 \ I STORM SEWER / \ CB® ROCKERY A_ dT \ I \ \ CONTROL — / MANHOLE \ N 1 1 \ \ a 12" CMP / \ — 406 — STORM SEWER / 10' P X40¢ - - -� I ° \ GATE - - - - - -- 402 - - -_ �/ \\ CB � x -- °400--- - - - - -- �� k�_x.--- -- 396 — - - - - - -- 398 - - -- - - -- 396 - - -- - - - - -- 394--- - - - - -- WTR - 24- 0489 398— s ? x'396 N X394— 0 1 2 I ORIGINAL SCALE (INCHES) CHAIN -LINK FENCE � I Z I co CBa 12"W I 12•W SCADA SCADA I2" PVC TEL CONDUIT I PK NAIL THE FOLLOWING UTILITIES WERE LOCATED BY MCCAW CELLULAR: 1. COAX CABLE FOR MOBILE TELEPHONE 2. POWER SUPPLY FOR MOBILE TELEPHONE FACILITY AND RESERVOIR 3. COAX CABLE FOR SCHOOL DISTRICT THE EXACT LOCATION OF THE IRRIGATION PIPING (1Y2" PVC) FROM THE METER TO THE CONTROL VALVE IS NOT KNOWN. REVISED TO CONFORM TO CONSTRUCTION RECORDS `Y lad > i . I l 3 / 89 R 2 ENGINEERING, P.S. (DATE) W 1 If I X 1 If 1_ _ 1 r 1 1 1 X_ F....._ -_._ \ VALVt / X \\ GATE \ j STAIRS \ / CELLULAR TELEPHONE / I EQUIPMENT BUILDING t / ENGINE d GENERATOR 9 \ I CHAIN -LINK FENCE � I Z I co CBa 12"W I 12•W SCADA SCADA I2" PVC TEL CONDUIT I PK NAIL THE FOLLOWING UTILITIES WERE LOCATED BY MCCAW CELLULAR: 1. COAX CABLE FOR MOBILE TELEPHONE 2. POWER SUPPLY FOR MOBILE TELEPHONE FACILITY AND RESERVOIR 3. COAX CABLE FOR SCHOOL DISTRICT THE EXACT LOCATION OF THE IRRIGATION PIPING (1Y2" PVC) FROM THE METER TO THE CONTROL VALVE IS NOT KNOWN. REVISED TO CONFORM TO CONSTRUCTION RECORDS `Y lad > i . I l 3 / 89 R 2 ENGINEERING, P.S. (DATE) W 1 If I X 1 If 1_ _ 1 r 1 1 1 X_ F....._ -_._ r r_ r_ r r r __: r:- � -r _- r _. _t a r t r �_ r x t - - -. _ z t Y t r t r t t t �,.�_. � � � � s T, e Q a U' Z Z m X- r 3' -0" HINGED SHELL PLATFORMS SHALL BE MANHOLE #1 AT TANK �24" W. X 30" L. MINIMUM BASE (SEE ELEVATION) ' RAIL POST SPACING / 6' O.C. ALONG RAIL LIGHT N ( WELD SUPPORT It ,5' TO TANK WALL MAX � Q TANK WALL CONTRACTOR TO PROVIDE a 3' -0" DIA. HINGED �! 1 No SHELL MANHOLE PAINTER'S T -RAIL OF g 18„ o MAX m! o,! BOLTED OR WELDED - -� CONSTRUCTION O 5 \ _ STAIR LIGHTING 6 - VOIGT #0-64 -12018 WATT OR 23 -EQUAL 40 SUPPORT PLATES LIGHT SEE DETAIL THIS SHEET s s 3/8" X 3" X 10" SPACE EVERY 5 POSTS AS @ 8' -0" O.C. 3' -W DIA. HINGED - CONVENIENC LE 12" MAX. 7 - 11/2" X 1/4" SHELL MANHOLE # 3 OUTDOOR RATE SHOWN VERTICAL BARS (2 RECEPTACLE) LADDER TO BE BUILT IN 30' -0" MAX. BOTTOM STAIR STAIR SUPPORT SECTIONS BETWEEN LANDINGS AND RISER -2" X 3/8" BARS 1 1/2" X 1/4" HOOP i SPACE @ + 10' -0" D.C.- SHALL CONFORM TO O.S.H.A. BARS @ 4' -0" O.C. f VERY 15 STEPS) REQUIREMENTS TOP STAIR Y CONTRACTOR TO PROVIDE SHOP 1" D RUNGS AT PL 3/8" X 3" LADDER SHRO D DRAWINGS 12" O.C. O STAIR LANDINGS z1 LADDER AIL � \ 3' -0" HINGED SHELL MANHOLE 9 it 16' #2 AT TANK BASE SHROUD LIGHTING (SEE ELEVATION) PLAN 2 - VOIGT #0- 64-120 18 WA EQUAL. MOUNT ON POST A TYPICAL LADDER DETAILS 18 UNDER SHROUD AS SHOWN. TOP LANDING t7 1 " =10' -0" 3/16" ELLIPSODAL ROOF A36 OR A283C ' /z " =1' -0" B 9 SEE DETAIL 9 11 HANDRAIL ROOF ACCESS MANHOLE 61h" OUN 24" WIDE CATWALK WITH LADDER AND CAGE HANDRAILING AND GRATING FRO HATCH 18 WATT LIGHT OLTS TS DOOR STRUCTURAL DESIGN VOIGT #0-64 -120 1' -2" BY CONTRACTOR -----_ I 495.00 N KNUCKLE RADIUS 8' -3" \ T TYP. i go INTERIOR FLOODLIGHT Y2 1" X 14" PLATE ^ q SEE DETAIL (TYPICAL) 9 ti THIS SHEET or 9 9 N Q INSIDE CAGE W AND LADDER 1/4" KNUCKLE s " MANHOLE 7- c /s G.I. CONDUIT SEE DETAIL 1/a" C URSE 12 PLATE - A36 STEEL OPENING � \ � 3-#12 WIRES 989 w ¢ \ DOME RADIUS 46'-0" ac Uj W 1/a" COUR � r v4" couRSE STAIR LIGHTING DETAI 20 0; N H NTS 9 9 TYP. 1/2 .305" COURSE 9 NOTE: PROVIDE INTERIOR FL LIGHT WIDELIGHT ILES- 1000 -DT -LB OR L. LIGHT SHALL BE SHELL REINFORCING FO CONSTRUCTED F ET LOCATION SERVICE. ALL ELECTRI CONNECTIONS SHALL BE .305" COURSE 8 TIG ALLAST SHALL BE MOUNTED S t,-O a'o DIA. MANHOLE REMOT 19 OUTSIDE STAIR WATERTIGHT JUNCTION BOX FOR POWER 9 9 SEE DETAIL REMOTE BALLAST, WIDELIGHT 1000 -ROS -120 OR EQUAL .357" COURSE 7 i to WAT HT CONDUIT FROM WELD ALL SIDES s 1B J ION BOX TO BALLAST MOUNT BALLAST TO HANDRAIL TO TANK WALL RAILING POST OOF MANHOLE L 1 -1/z" X 1 -1/2" X 1/s" .408" COURSE 6 CAULK WATERTIGHT TANK ROOF USE CAST CONDUIT BENDS 1/2" 0 X 1 3/4" FOR TIGHT RADIUS TURN GALVANIZED NUT 464" COURSE 5 WITH 1" CONDUIT AND BOLT w) —18" SAFETY CHAIN WELD 2"X 2" X WANGLE STAINLESS STEEL 1 1/2" X 1/4" WELD TO ROOF �, I TO ROOF AND BOLT TO �, STRAPS m 516" COURSE 4 JUNCTION BOX DI-1/4- /a STEEL BAR HOOK U) v j 12" K a GALVANIZED STRAP JUNCTION BOX 2 Q WATERTIGHT g 30, 131/4' DIA. N TANK WALL IN 14" ALL CAGE RAM ARE 1/4" X 1AdFr ALL MISCELLANEOUS METAL BOLTS AND VI' :SHERS SHALL BE EITHER CADMIUM PLATED OR HOT DIPPED GALVANIZED AFTER FABRICATION. CAGE DETAIL 23 1- V2 " =1' -0" 9 19 BENDS (FL) — PROVIDE OVERFLOW SUPPORTS @ EACH PIPE JOINT AND MIDPOINT C —12" D.I.PIPE (FLANGED JOINT) SEE RELIABLE -SHOP DRAWINGS za s 9 REVISED TO CONFORM TO_�TRU RECORDS /Z 5 k>=,=-? TN15 '"CE=T. C49 NOT DATE LocA1 -s SNoP -pItpWMG9 9 4 fy of WZ, -/, , ` U 569 C 3 FLEXIBLE WATERTIGHT CONDUIT FROM LAMP o TO JUNCTION BOX LENGTH TO FIT N OVERFL® SEMBLY I, 8" COURSE 2 4845 s INTERIOR LADDER NTS • I 2'-0" OVERFLOW SUPPORT ^i / _ 24 CITY OF RENTON 1- /2 " =1' -0" suite 720 WEST HILL RESERVOIR ELEV. 392.00 .773" COURSE 1 _vi �r �r r g g 1411 Fourth Ave. Bldg. TOP OF ANNUjgWPLATE Seattle. WA 98101 DA. HINGED SHELL MANHOLE -BOTTOM PLATE 1 /a" (A283C) INTERIOR FLOODLIGHT DETAIL 22 N� (206) 624 -868- — EE�.I- FOR REINF. NTS 9 9 RESERVOIR STRUCTURAL DETAILS P.O . gar 1180streeY TANK ELEVATION Kirkland, Washington 98033 DRN. ENGR. APPROVED SCALE DATE SI 'FT r' = 10' -0" Final needno (206) 827 -6400 No. REVISIONS By APPR. DATE DB RA RHH SHOWN JULY 1984 j 9 OF 12 3a.9&2 s 1048 r i r r r r r r I r r I r T I r T y SHELL THICKNESS PER TANK ELEVATION I TOP PL 1" X 9" X V4 V Va r 0.881" X 20" CONT. ANNULAR PLATE N PL Y2" X AS SHOWN 1.25" NON - SHRINK GROUT(12" WIDTH MIN.) 1 /1.25" THICK OILED SAND (MIN.) i 5/i6 CONT. 3" DIA. A-36 THREADED STEEL I 12" Y4" 3" RODS, SPACED 2.5' O.C. I CONT. (60 REQUIRED) V4 &Va" m BASE PL .881" (A283C) PROVIDE: PL Va" (A283C) 1"X 8'/2" X 81/s" PLATE WITH EACH BOLT i NOTE: WELD C8 X 11.5 STRINGER TANK SHELL SAME AS TO STIFFNER P WHEN STIFFNER P IS OMITTED 004r, �nj'TK- 2�- O489 ANCHOR DETAILS 5 Ti = T2 <1/2„ TYPICAL STAIR DETAIL r,6 1" = V -0" 9 0 .P. T1 CENTER ON JOINI T2 T1 --1/2" HORIZONTAL SHELL J 11/2" DIA. SCHEDULE 40 ALUMINUM RAIL RIGIDRAIL OR EQUAL EXTENDED RAIL MOUNT WITH VINYL ISOLATION GASKET. RIGIDRAIL VI OR EQUAL. F.P. T1 T1 < I/2" .P. T1 T1 > 1/2" VERTICAL SHELL JOINTS SEE RELIABLE SHOP DRAWINGS M F.P. Va �CONT MCI 4 STRINGER 1 DIA. G.I. P CONDUIT X WITH 6 #12 WIR 'BACKING 11" TACK � BACKING BAAR R \ I WELD 3-'h" CORNER SIDE MOUNT BRACK SEMBLY WITH VINYL ISOLATION GASKET RIGIDRAIL 25-93 -328 OR EQUAL V4 Y 4.n � C. : �o 1'/2" DIA. SCHEDULE 4Ci ALUMINU RIGIDRAIL VI OR EQUAL 1'/2" DIA. SCHED 0 ALUMINUM P RIGIDRAI R EQUAL TENDED RAIL MOUNT RIGIDRAIL VI OR EQUAL &'B TANK SHELL RY -WELD GRATING OR EQUAL 13/4" X-93/4" X 33" WITH MOUNTING BRACKET AND TREAD NOSING CONT MC10 X 8.4 STRINGER rRINGER q 1" DIA. G.I. POWER CONDUIT + 10' -0" O.C. WITH 6 #12 WIRE C8 X 11.5 STRINGER STIFFNER PLATE - 3A' �Z 9" X 12" - OMIT AT SHELL THICKNESS OF ' SUPPORT @ + 10' -0" O.C. .305 AND GREATER 3-1/2" CORNER SIDE MOUNT BRACKET ASSEMBLY RIGIDRAIL 25.93 -328 OR EQUAL TYPICAL STAIR DETAIL r,6 1" = V -0" 9 0 .P. T1 CENTER ON JOINI T2 T1 --1/2" HORIZONTAL SHELL J 11/2" DIA. SCHEDULE 40 ALUMINUM RAIL RIGIDRAIL OR EQUAL EXTENDED RAIL MOUNT WITH VINYL ISOLATION GASKET. RIGIDRAIL VI OR EQUAL. F.P. T1 T1 < I/2" .P. T1 T1 > 1/2" VERTICAL SHELL JOINTS SEE RELIABLE SHOP DRAWINGS M F.P. Va �CONT MCI 4 STRINGER 1 DIA. G.I. P CONDUIT X WITH 6 #12 WIR 'BACKING 11" TACK � BACKING BAAR R \ I WELD 3-'h" CORNER SIDE MOUNT BRACK SEMBLY WITH VINYL ISOLATION GASKET RIGIDRAIL 25-93 -328 OR EQUAL V4 Y 4.n � C. : �o 1411 Fourth Ave- Bldg. 1410 Market Street P.O. Box 1180 Suite �zo Kirkland, Washington 98033 Seattle. WA 981(11 Engineennq 9 ASjLnfjG FS PS (ZOG) 624 -868 7!- (206)827 -6400 �If7RG FM1NFa2S i<--< F.P. . BOTTOM PLACE SPLICE T §FSF TIAIS SHEET. CAN NOT FINS SIaOP_DRAWINGS. REV ED TO CC��AJFORM �_ r C NST UETION RECORDS g REVISIONS BY gppR. DATE CITY OF RENTON WEST HILL RESERVOIR RESERVOIR STRUCTURAL DETAILS gPPROVFn SCALE DATE SHEET RHH I SHOWN I JULY 1984 10 OF 12 .3a.3&2 51098. SHR NDING ' /a" iL STEEL 'fa" CO US WELDS AT ALL JOINTS BOLT 9" DIA. X' /a" STEEL ft DRILLED PER FLANGE FLANGE ( 9" ALUMINUM RAIL 4" ID DRILLED RIGIDRAIL VI OR EQUAL � (ANSI 626.1) �. TANK SHELL � NEOPRENE GASKET i 9"ODXS "ID CONDUIT CAP TANK SHELL �! 4" STEEL PIPE ' 11" PVC CONDUIT FL X PE CONFORM STAIRS ALONG OUTDOOR RA ED ELECTRICAL BOX CROSS SECTION STRINGERS TS 10" X 2" X' /,s ". WELD TO � TANK SHELL KNUCKLE RADIUS CONVENIENCE UTLET - - -- - -- TANK WITH' /a" FILLET WELD. (TO ELIMINATE HANDHOLDS) �/is" MC 10 X 8.4 SU+�PORTS (2 RECEPTACL ) MOUNT 1' -0" O � POST bl SAFETY PLATE ' /a" RYERSON LARGE PATTERN - -- _ AND 4 -WAY OR EQUAL WITH " /a" TANK ROOF r NUOUS WELDS AT ALL JOINTS. CAULK WATERTIGHT- I I c � T 3" X ' a" ANGLE LLV AROUND - ` —I I � r - - -- F _ — ENTIRE H OPENING AS SHOWN. � I � , RAIL FOR SECI�RING HATCH COVER LIGHT I � LADDER MO SEE DETAIL 25 ANODE PORT DETAIL � _ �:: o I, „„ � r , ( 3" X 40" X '/a" S LATE ' � � � i NTS 10 REQUIRED of L _ ' � 28" X 40" X 3/a" ALUMINU H MC 10 X 8.4 SUPPORT SAFETY PLATE 4' -0" 3' -0" � HATCH LOCK, SEE DETAIL 27 ' /a' RYERSON LARGE PATTERN - - -- - 11 11 NOTE: LOCATION OF TAP AND � INLAND, 4 -WAY OR EQUAL. -- �1" G.I. POWER CONDUIT TO BE IDENTIFIED IN FIELD. a 6" X 6" X' /a" 131 -B STEEL � N SUPPORT L 3" X 3" X' 11 STAIRS 36" DIA. HATCH WITH: BOX CROSS SECTION STRINGERS TS 10" X 2" X' /s . LD TO 6" RISE/8" RUN- 3-12: RUNGS ON BOTTOM TANK WITH ' /a" FILLET WELD. (TO ELIMINATE HANDH WITH 3" X 3" X Ya" 7,�„ STIFFENER P HATCH RAIL FOR SECURING ', HATCH, 2'-4" ON POST PROVISIONS FOR STAN RD -- - -- STAIR TREAD 18 _ $� NDUR BAND ANCHORS 1" DIA. TAP WATER SYSTEM LOCKAND EY RY -WELD GRATING OR EQUAL WITH PLUG i 1 3 /is "X 9 3 /a" "X 33" WITH WELDED TO 6" X' /s" STEEL � DESIGN BY CONTRACTOR — MOUNTING BRACKETS AND WELDED TO TA P) STRUCTURE � TREAD NOSING SPACING 5' OC �ja" � / ELEVATION ALUMINUM POST SEE DETAIL. RIGIDRAIL VI OR EQUAL ` \ TAN L � q/ 107' -6" 3 /a" " G.I. POWER CONDUIT ; LANDING — 106•_7•• ALONG STAIR CHANNEL JUNCTION BOX � REFERENCE ELECT DETAIL � Ya 6 ITO TANKAND WEL ALUMINUM RAIL WATERTIGHT —� \ � �_ 10 _ANODE PO P) RIGIDRAIL VI OR EOUAL � LOCATE EVERY 45° 6' RADIUS N7S ! 12''0" 180° AT 8' RADIUS � 103' -4" END OF KNUCKLE 1" Gi CONDUIT WITH � 1" G.I. POWER CONDUIT 103 (OVERFLOW) ALL ELECTRICAL �- � 1" PVC CONDUIT � CONNECTING ALL PORTS ,/a WELD 6" IN LENGTH LANDING TO JUNCTION BOX — — 100' -7" LADDER AND LANDING PLAN 21 MC 10 X 8.4 STRINGER SUPPORT /a STIFFEN R PLATE X Ya 1„ = 2, -0„ g 11 L 3" X 3" X ' /a" STRUT CATHODIC PROTECTION DETAIL RADIUS = s' -3" BEGINNING OF KNUCKLE RADIUS CONT. MCIO X 8.4 STRINGERS — 95' -10" NTS , WELD WIT 3" X 3" X ' /a" PAINTER'S TROLLEY RAIL '/a STIFFENER LATE ' ALUMINUM PLATE HAT WT 6 X 9.5 WITH HOLES EVERY 24" OC IN FLANGE. MOUNT AROUND ENTIRE va p � SEE ELIABLE PERIMETER 3" BELOW 'y TRANSIl10N TO KNUCKLE RADIUS. � 3 -0 TANK SHELL ON SHOP 1'W�Y INGJ ?� TANK SHELL �i ii ,/a i i � i 3" X 4" X 3'4" STEEL ANGLE PAINT AIL ALUMINUM RAIL � w i /z" uiA. HOLE FOR LOCK DESIGN B RACTOR RIGIDRAIL VI OR EQUAL ° 3" X 6 "ALUMINUM ANGLE "PADLOCK, BY OTHERS ALUMINUM POST ° � /z- Dia HOLE FoR LocK TOP LANDING PLATFORM DETAIL RIGIDRAIL VI OR EQUAL 1^ = 4• 9 11 ° HATCH LOCK DETAIL z7 c NTS 11 11 � REVI ED TO RM 28^ X ao^ ° �o N8 T STR N RECORDS ALUMINUM _ � ?2" HATCH � � ° 'DIA. BARS @ 12" O.C. �" ROOF VENT LIGHT � DESIGN BY CONTRACTOR /Z S 88 ° ° RAIL POST SPAGNG �( \ 3 '/a K SHELL 269 5 6' O.C. ALONG RAIL ' `EEP TN15 SNE>eeT. D � TAN 'Aa NoS �1,+D SNnP 45° —►T N 3/e" X 2" STRINGERS IVI STAIR STRINGER SPACING �RAW1N65, �'(E � �° o� r,L —_ —_— �.�I - TOP STAIR 10' O.C. PLAN (EVERY 15 STEPS) �� �® 4�,df �� � 5 -2" � 3 /e" BRACKET, FABRICATE AS SHOWN P '/a / (30' AL TAIRAL'L HTS EVERY 5 POSTS 2(,+'pa91° A t a MOUNTING BRACKET 10'-0" O.C. 3 /e" X 2" STRINGERS �a STEEL SHROUD c SEE DETAIL 26 � /, 3 /a" G.1. POWE NDUR �4� E�'� '• BOX CROSS SECTION STRINGER ° 'v' 11 t1 '/< ALONG STAIR C E `bo.�� SEE DETAIL C 16 20'-6" LADDER o � � � SEE DETAIL IIr/ O H � - 11 10 � � N ••• " 111 Fauffh Ave. Bldg sWae no 25 3 /a�� ROUND BAR BOTTOM STAIR ;'j,P� of r:,,s, �,t, . Seattle, Ww ABIOI 1 11 T , /o ALIGNMENT TO AVOID ��,� "` �� � �� 89 � (2D6) 62� -d68� LOCATE TO AVOID c ANCHOR BOLTS. MIN. 28 °. � z~ /a , \ t •- 7�����n���/ /jo •`S TANK BOLTS 1 " G.I. POWER CONDUIT /� ��%`�'N!if9�'��•T CITY OF RENTON RESERVOIR PLAN °NEST HILL RESERVOIR 1'" G.I. POWER CONDUIT $= fr Z--"� PAVEMENT 1" = 70' ,�o . LAD &LANDING ELEVATION LADDER ELEVATION` 2s LADDER IVIOU'NT DETAIL 26 1410 Market Street LADDER, STAIR AND LANDING DETAILS 1 - z -D 11 11 3/16" = Y -0" P.O. Box 1180 1" = 1' -0" 11 11 ' ����,� Kirkland, Washington 98033 DRN. ENGR. APPROVED a ^A! E DATE SHEEI wT �- � }r � � � � (206) 827 -6400 Np. REVISIONS By AppR. DATE DB RA RHH SHOWN JULY s4 11 OF 12 f • � J T �c � . 1 roc i i i i Y r i i i 18 1 a b e d f h k m n p s t v w as ab w ad at ah ak am an ap as at av aw ba bb be bd bf It g?° � o e 4G• 37- 9` ! � C ^ tt (� t � r r o % \`L t iXlS RAD /-'%S C � � AI10CE FORT 4 %SCnr^ ^ry fJ G,G .'HJf P+ >.. h ,fir / ✓CX s Zf > -?; � ?nl. a •��, ! - '1 :'fl." ? a " Cl. 1. �r 3,' Z c _._ i:� f = Gt f;!f _ �gg1 :�ili = r \ 2 _ a ?,- a i 7/i ac f 4 // /A /�O 73 �_ ;� (SHr3 f`� i Y /�Jr, !L4rF0P /Yt $r'!OW!th7� 1 �' ��_ (SH r sJ �! r ;t / 36 M N, r;��rli a cf>�RSr r — =%—•. � Q f :rdrWNA,q,'t� Y' L 1 �IYT -A 5,1,9 !AOOER�S,Mr4� 7i7IrtAGD1El. 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