Loading...
HomeMy WebLinkAboutzS-2263SetI mi 11CINITY MAP AJ9fh S!��paYf� —I � ow Lift Sl�ion 5 P lm i A S, t I P1E � yE 24U! StI CONTACT PERSONNEL AGENCY NAME CITY OF RENTON JOHN HOBSON CITY OF RENTON JOHN THOMPSON CITY OF RENTON RON SCHArFER CITY OF RENTON RAY SLED RH2 ENGINEERING MARK MILLER RH2 ENGINEERING DOUG SCHLEPP RH2 ENGINEERING BRIAN PLATT RH2 ENGINEERING RICK BALLARD POSITION PHONE NUMBER PROJECT MANAGER 425 277 -6179 PUBLIC WORKS MANAGER 425 235 -2585 STORMWATER/WASTEWATER SUPERVISOR 425 235 -2585 WATER OPERATIONS MANAGER 425 235 -2646 PROJECT MANAGER 425 897 -1572 PROJECT ENGINEER - SCH. A 425 897 -1520 FIELD ENGINEER - SCH. A 425 897 -1538 PROJECT ENGINEER - SCH. B 425 897 -1528 o , WASTEWATER PROJECT NO. S -2263 y�qg� :Ass. 16727 ISTS ° SICNED: Sroxu. � *- - DRAWING # 08112198 EXPIRES 8/2-/-011 ENGE N EERS RH2, ENGINE EIRING, "wk "Ir c PLAIJf�'ERS 2 ACCESS ROAD AND UTILITY PLAN - STA. 3+00 TO 8 +95 RC1 3 ACCESS ROAD AND UTILITY PLAN - STA. 8i 95 TO 14 +55 RC2 PROPOSED ROADWAY I I� IMPROVEMENTS • I I I I I •� 1r I PROPOSED LIFT STATION Vi PROPOSED CREEK PROPOSED EG IMPROVEMENTS INSTALLATION NE 24th St PROPOSED FORCE MAIN I RAm -_ ® ! - 'qqvw�L F 2 slf�ij SHEET INDE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE SCHEDULE A DRAWING # COVER SHEET - COVER SHEET - SCHEDULE A - I GENERAL NOTES GOl 2 ACCESS ROAD AND UTILITY PLAN - STA. 3+00 TO 8 +95 RC1 3 ACCESS ROAD AND UTILITY PLAN - STA. 8i 95 TO 14 +55 RC2 4 ACCESS ROAD AND UTILITY PLAN - STA. 14 +55 TO 21 +50 RC3 5 SANITARY SEWER FORCE MAIN PLAN AND PROFILE RC4 6 ACCESS ROAD DETAILS RC5 7 ROADWAY CROSS SECTIONS 8 +25 TO 9+75 RC6 8 ROADWAY CROSS SECTIONS 10+00 TO 11 +50 RC7 9 ROADWAY CROSS SECTIONS 11 +75 TO 13+00 RC8 10 ROADWAY CROSS SECTIONS 13 +25 TO 14 +50 RC9 11 ROADWAY CROSS SECTIONS 14 +75 TO 15 +75 RC10 12 ROADWAY CROSS SECTIONS 16+00 TO 16 +75 RCI l 13 ROADWAY CROSS SECTIONS 17+00 TO 17 +75 RC12 14 ROADWAY CROSS SECTIONS 18+00 TO 19+00 RC13 15 GENERATOR BUILDING SITE PLAN LC4 16 ENGINE GENERATOR BUILDING - WALL AND FLOOR PLAN LS 1 17 ENGINE GENERATOR BUILDING - ROOF PLAN LS2 18 ENGINE GENERATOR PLAN AND MECHANICAL DETAILS LM4 19 LIFT STATION PROPOSED SITE PLAN LC2 20 LIFT STATION CONSTRUCTION GRADING LC3 21 LIFT STATION EXISTING SIT PLAN AND DEMOLITION PLAN LC1 22 MANHOLE- GRAVITY SEWER DETAILS LD I 23 LIFT STATION MECHANICAL AND STRUCTURAL PLAN LMl 24 LIFT STATION MECHANICAL AND STRUCTURAL DETAILS LM2 25 ANCHORING DETAILS AND WET WELL LEVEL CONTROL LM3 26 ELECTRICAL ONE LINE DIAGRAM LEI 27 LIFT STATION POWER PLAN LE2 28 LIFT STATION SIGNAL PLAN LE3 29 EG BUILDING - POWER PLAN LE4 30 EG BUILDING - SIGNAL PLAN LE5 31 MCC CONTROL LOGIC AND DETAILS LE6 32 TELEMETRY DETAILS LE7 SCHEDULE B - COVER SHEET - SCHEDULE B - 1 CHANNEL IMPROVEMENT PLAN - 2 BIOENGINEERING DETAILS - 3 LANDSCAPING PLANS I - 4 LANDSCAPING PLANS II _ 5 LANDSCAPING PLANS III v s 301 6 LANDSCAPING PLANS N - \0ATA\J0\fW- 0]1 \CAD\0E -CWR Il C Ty F I X O-AL- R NTON w'wr--d 7-2a6r REPLACEMENT,.,,NND FORCEMAIN REPLACEMENT ` '-- ` - -- \ - SN ` \ ~ ` PROPOSED EGINSTALLATION ` ~ OLL 1 �6�9 �F R ' -/ REVISED TO CONFORM MARK MILLER 10/24/00 RI-12 ENGINEERING INC. DATE ` ` S�~276302 ` ` ~ ~ ~ ' ' PROPOSED LIFT STATION lk H. I WAS I ST SIGNED ~� 1. Construction Safe:, The contractor shall take all necessary precautions to protect the public and prevent nuisances while perfori^ ; c.mstruction work on this project. Contractor shall provide temporary bracing for the structure and structural components until all fi ^al connections have been completed in accordance with the plans. 2. Existing Lift:. ,jtian �Ad Utilities a. Existing Lift Station: During construction the contractor shall provide temporary bracing, provide for normal operation, and provide access to the existing lift station until the proposed lift station is operational and oparoved in writing by the Owner. b. All Utilities: Existing utilities indicated anywhere on the drawings have been plotted from the best information available to the Engineer. The source of information generally consists of construction records, utility locates, and other data obtained verbally from officials associated with the particular utility. Owner and Engineer do not guarantee nor assume responsibility for the accuracy of this information. It is understood that other above ground and underground facilities not shown on the drawings ma; be encountered during the course of the work. The contractor shall verify the tr.e and correct location of existing utilif., ; to avoid .iamage or disturbance. The contractor shall repair all damaged utilities immediately. 3. Construction Standards All materials, workmanship, and construction shall conform to the construction drawings, technical specifications, U.B.C. (current edition), City of Renton Standard Plans & Specifications, and the APWA /DOT standard specifications (1996 edition). 4. Pre-construction Conference A pre— construction conf ^rence and twenty —four hour notice will be required pric- to starting Phosc 2 — lift station construction. 5. Permits and Inspection a. Permits: The contractor shall secure all necessary permits prior to starting construction. The City of Renton will obtain all City Building Permits. See specifications for further information regarding permits. b. Inspection: The contractor shall obtain all building department i ispections during construction. Some of the inspection will be performed by a representative of the City of Renton. The contractor shall notify the representative 24 hours in advance of any backfilling or covering of construction. Concrete construction, precast concrete erection, structural steel fabrication and erection (including field welding and high strength field bolting) shall be supervised in accordance with Section 306 of the Uniform Building Code and the Project Specifications by a qualified testing agency designated by the Engineer. The Engineer shall be furnished with copies of all inspection reports and test results. 6. Ma?ntaining Lift Station Operation The existing lift station shall not be taken out of service until the proposed lift station has been completed, tested, and approved in writing by Owner. A temporary pumping system can be installed during construction to allow for construction for the proposed lift station to be completed. The contractor shall provide a plan to the Owner for approval that details the proposed method of keeping the lift station operational during the construction work. Installation of the temporary pumping system shall not begin until written approval has been obtainer; from the Owner. 7. Dewatering a. Dewaterina: The contractor shall determine the scope, type, size, quantity, method of installation, operation, and removal of the dewatering system necessary to keep the excavation site dewatered to stabilize the soils for construction. The method must meet the guidelines listed in the specifications. b. Dewatering Discharge: The contractor shall discharge water from the dewatering system in accordance with the requirements of state and local regulations and the requirements of these plans and specifications. At no time shall silt laden water be discharged from the site into streams, rivers, or lakes. 8. Contractor Initiated Changes 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. 9. Design Loading Criteria Roof Snow Load 25 psf Mechanical Units Weights Furnished by Manufacturer Wind Load 80 mph, Exposure "C" Earthquake Zone 3, Rw = 6 Allowable Soil Bearing Pressure 2000 psf UBC Occupancy Group B — 4 UBC Construction Type 5N Lot Area = 9015 sq ft Zoning = Residential Building Area = 245 sq ft Maximum capacity = Not Applicable P_?7 Z6,r 10. Shop Drawings Drawings for reinforcing steel, precast concrete, structural steel, and roofing shall be submitted to the Engineer for review prior to fabrication of these items. Dimensions and quantities are not reviewed by the Engineer. The purpose of providing shop drawing submittals to the Engineer by the Contractor � to demonstrate to the Engineer that the Contractor understands the design concept by indicating which materials they intend to furnish and install and by detailing the fabrication and installation methods they intend to use. If deviations, discrepancies, or conflicts between shop drawing submittals and the contract documents are discovered, either prior to or after shop drawing submittals are processed by the Engineer, the design drawings and specifications shall control and shall be followed. The Contractor is required to provide all construction staking on this project including the preparation of complete as —built records. 11. Concrete a. Concrete shall be mixed, proportioned, conveyed: and Faced in accordance with UBC Section 2604 and ACI 301. Strengths at 28 days and mix criteria shall be as follows: 28 Day Max. Min, Cement Content b. Type of Construction Strength (f'c) Slump Per Cubic Yard 1. Slab on grade, topping slabs, Slab on stair landings and treads 3000 psi 5" 5 36 sacks 2. All structural concrete except walls 3000 psi 5" 5 36 sacks 3. Concrete walls 3000 psi 5" 5 'fz sacks c. Concrete Protection (Cover) for Reinforcing Steel shall be as follows: Footings and other components permanently exposed to earth, 3" Formed surfaces not perm. exposed to earth (#6 bars or larger), 2" & (ij5 bars or smaller), 1 -1/2" Column ties and beam stirrups, 1 -1/2" Slabs and wails (interior face), 3/4" J. Reinforcing Steel shall conform to ASTM A615 (including Supplement St). Grade 60, fy = 60,000 psi. Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 315 -80 and 318 -89. Lap splice all reinforcement as shown on the Plans. Comer bars shall be provided at all wall and footing intersections. No bars partially embedded in hardened concrete shall be field bent unless specifically detailed or approved by the structural Engineer. Welded Wire Fabric shall conform to ASTM A -185. Adjacent mats must be lapped a minimum of 8" at sides and ends. e. Mix Design may be changed if a concrete performance mix is submitted to the Engineer and the Building Department for approval two weeks prior to placing any concrete. The concrete performance mix shall include the amounts of cement, fine and coarse aggregate, water and admixtures, as well as the water cement ratio, slump, concrete yield, and substantiating strength data in accordance with UBC 2604(c). 12. StructuralSteei a. Structural Steel Design, Fabrication, and Erection shall be based on the AISC "Specification for the Design, Fabrication, and Erection of Structural Steel for Buildings," latest edition, plus all referenced codes. b. Structural Steel shall conform to the following requirements: c. TVOe of Member ASTM Specification F� A. Plates, Shapes, Angles, and Rods A36 36 KSI B. Anchor Bolts (embedded in masonry or concrete) A307 C. Connection Bolts (3/4" round, unless shown otherwis ^) A325 —X All A -325 Connection Bolts shall be approved self load indicating (such as LeJeune tension control baits, etc.) and shall be installed in strict accordance with the Manufacturer's published recommendations. d. Expansion Bolts into concrete sholi be "Red Head" wedge anchors and threaded expansion insert into concrete shall be "Red Head" non — drilling anchors, both as manufactured by Phillips Drill Company, or approved equal. Install in strict accordance with the Manufacturer's published recommendations, including minimum embedment requirements. e. Cold— Formed Steel Framing Members shall be of the shape, size, and gouge shown on the Plans. Provide minimum section properties indicated. All cold— formed steel framing shall conform to the AISC "Specifications For The Design of Cold— Formed Steel Structural Members ". f. Drive Pins and Other Powder Actuated Fasteners shad be standard velocity type as manufactured by Ramset Fastening Systems or an approved equivalent in strength and embedment. Install in strict accordance with the Manufacturer's published recommendations. g. Welding shall be in accordance with A.LS.C. and A.W.S. Standards and shall be performed by W.A.B.O. certified welder using E70 XX electrodes. Only prequolified welds (as defined by A.W.S.) shall be used. UTILITY CONTACT PERSONNEL UTILITY UTILITY NAME NAME PHONE NUMBER TELEPHONE US WEST COMMUNICATIONS FRANK FOREST (206) 345 -2968 WATER CITY OF RENTON RAY SLED (425) 235 -2646 GAS PUGET SOUND ENERGY RIB HOWE (253) 395 -6858 POWER PUGET SOUND ENERGY HIB HOWE (253) 395 -6858 SEWER & STORM CITY OF RENTON RON SCHAFFER (425) 235 -2585 UTILITY ONE -CALL 1 -(800) 424 -5555 13. Erosion and Sedimentation Control a. the implementation of the Erosion and Sedimentation Control (ESC) Plan and the construction, maintenance, replacement, and upgrading of these ESC facilities is the responsibility of the Contractor until all construction is approved. b_ The boundaries of the clearing limits shown on these Plans shall be clearly flagged in the field prior io construction. During the construction period, no disturbance beyond the flagged clearing limits shall be permitted. The flagging shall be maintained by the Contractor for the duration of construction. c_ The ESC facilities shown on these Plans must be constructed in conjunction with all clearing and grading activities, and in such a manner as to insure that sediment laden water does not enter the drainage system. d_ The ESC facilities shown on these Plans are the minimum required for anticipated site conditions. During the construction period, these ESC facilities shall be upgraded (E.G., additional sumps, relocation of ditches and slit fences, etc.) as needed for unexpected storm events. e. The ESC facilities shall be inspected daily by the Contractor and maintained as necessary to ensure their continued function. 1- Any area stripped of vegetation, including roadway embankments, where no further work is anticipated for a period of 15 days or more, shall be immediately stabilized with the approved ESC methods (E.G. seeding, mulching, netting, erosion blankets, etc.). g. Stabilized construction entrances and wash pads shall be installed at the beginning of construction and maintained for the duration of the project. Additional measures may be required to ensure that all pared areas are kept clean for the duration of the project. h_ Where seeding for temporary erosion control is required, fast germinating grasses shall be applied at an appropriate rate (E.G. annual or perennial rye applied at approximately 90 pounds per acre). i. Where straw mulch for temporary erosion control is required, it shall be applied at a minimum thickness of two inches. ROL�L 1;6;9 F�R 299. r_ REVISED TO CONFORM TO CONSTRUCT ON RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE i I I, I I I' PAVING OMITTED FROM CONTRACT CONCRETE BARRIER \ \ APPROXIMATE STA. 5 +33 PROVIDE ASPHALT PATCH, \ APPROX. 70 S.F. (SEE J \ ASPHALT PAVEMENT PATCH 0 \ \ \ \ DETAIL /SHEET 6) EXISTING GFr F- i \ O \ \ I I BENCH MARKS: I'I MONUMENT STA 3 +85.54, EL. 307.67 MONUMENT STA 5 +28.52, EL. 294.45 MONUMENT MENT STA 7 +23.70, EL. - -- I I I 11 ;rei ►i 1 \ f \ APPROX. STA. 6 +33 OVIDE ASPHALT PATCH, APPROX. 150 S.F. (SEE ASP T PAVEMENT PATCH DETAIL /SHEET 6) ADJUST EXI G VALVE BOX TO FINISHED GRADE. APPROX STA.- 7 +47 TO 8 +67 PROVIDE ASPHALT PATCH, MINNUM 15' WIDE, APPROX- 1750 S F. (SEE ASPHALT PAVEMENT PATCH D LAIL /SHEET 6) — — — — — — — — — — — T 4 ^� EX SSMH EX SS CLEAN OUT EX SD MIT EX CATCH BASIN _. WATER VALVE FIRE HYDRANT WATER METER WATER BLOW OFF TELEPHONE CABINET GAS VALVE WATER MAIN STORM DRAIN STORM DRAIN TO BE REMOVED ABANDONED SAN17ARY FORCE MAIN - POWER - OVERHEAD POWER TELEPHONE -- -- GAS CRACK IN PAVEMENT (APPROX. LOCATION) DECIDUOUS TREE CONIFER TREE UTILITY POLE GUY POLE o MAIL BOX CCYX3 ROCKERY ® MON IN CASE ® SURFACE BRASS CAP IN CONCRETE FOUND REBAR & CAP o OF IRC'I PIPE ASPHALT PAVEMENT SIDEWALK GRAVEL — — — GEN TERUNE RIGHT OF WAY - - -- LOT BOUNDARIES ------ RIGHTOF WAY CURB PLAN HOR17: 1" = 20' LL STORM DRAIN -...._ _...N_..._.__. FRENCH DRAIN - - °- GRASS LINED DITCH FORCE MAIN I— I -T—I —F ECOLOGY BLOCK WALL CATCH BASIN PAVEMENT RESTORATION / ADDITION PAVEMENT STRIPE . — T ' REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE Pg C. SC WAS q �L� V q 2220 b CGI9SERl .SIGNED: roNAL 06/12/98 EXPIRES 9 /21/00 REVISED TO CONFORM TO CONSTRUCTION RECORDS LIMB MLM 10/24/00 NO. REVISION BY REVIEW DATE .. a_ ._.. RH2 ENGIn!EERING. INC. �e aasq��1. �Go ENGINEERS BOTHELLOFFICE: F' PLANNERS SCIENTISTS EAST'S ^ /ENATCHEE OFFICE .g, 16727 %BGISTSR % SIGNED: ZONAL 06112198 DRAWING IS NOT TO SCALE EXPIRES a /z /o1 IF BAR IS NOT L' LONG 0 l» 2 City of Renton - Devil's Elbow Sewer anal Roadway Improvements - Schedule A, ACCESS ROAD AND UTILITY PLAN CS JAN 02, 2001 SHOWN $.In fln vraJ N G� w 1�-6)z APPROX. STA 9 +42, 6' RT BEGIN EXTRUDED CURB. APPROX. STA 9 +50, 3' RT APPROX. STA 10 +87 WALL DETAILS /SHEET 6) 267.24 PLAN HORIZ: 1° = 20' PAVING OMITTED FROM CONTRACT �a 'K HIGH WALL HIGH WALL. (SEE BLOCK -TEET 6) APPROX. STA 13 +25 PROVIDE ACP PATCH, APPROX. 250 S.F. (SEE ASPHALT PAVEMENT PATCH DETAIL /SHEET 6) STA 13 +53, 11' RT END TWO BLOCK HIGH WALL. (SEE BLOCK WALL DETAILS /SHEET 6). r APPROX. STA 11 +90 TO STA 17` -1,86 PROVIDE ASPHALT PAVEMENT EXTENSION �,9 n F R RNEW LL 1 �6 NO. REVISION R3 REV[EW I DATE 1 Rk-i2 ENGINEERING. INC. `,�t(✓� H. O2 WASyyyy�j ti ey Aco� KEN I N E E R S 6OTHELL OFFICE NNER S NTISTS EAST WENATCHEE OFFICE 16727 ,g MW RtorsTSty -, ti's SIGNED: 1ONAL 06/12,/98 DRAWING IS NOT TO SCALE EXPIRES 8/2/01 F BAR IS NOT 2" LONG O C 2 o WASPC Vity of Renton - Devil's Elbow Sewer -nd Roadway Improvements - Schedule A _ v 'O of Tffi660 `0�1oNAL l 06112196 ACCESS ROAD AND UTILITY PLAN EXPIRES 9/21/00 .IOR NO F LF ENGINEER RENEWED On IE XAII "LOT OWC NO SHEET 196.024 1 DE—P = DOS I JAN 02, 200= SHOWN 20 1 RC2 3-132 eVl ^J IV L\ w APPROX- STA 20 +80 o PROVI0. --ASPHALT °ATCH, APPROX. 50 S -F. (SEE ASRH T PAVEMENT " PAVING OMITTED FROM CONTRACT -�\ � PATCH`SHEET-6} APPROX, STA 16 +75 PROVIDE ASPHALT PATCH, APPROX. 100 S.F. (SEE ASPHALT PAVEMENT PATCH DETAIL /SHEET 6) \ Y. APPROX. STA 17 +15 TO STA 19 +25 - ti LINED PROVIDE ASPHALT PATCH, APPROX. 900 S F. (SEE \STA 10 +35, 10' RT ASPHALT PAVEMENT PATCH DETAIL /SHEET 6) \ \� END EXTRUDED CURB. \ \ \ �� 'A \ \ A PROX. 17 +25 � _ \ OVIDE SPHAL ATCH, \ A PROX. 50 S.F. SEE - ASPHA PAVEM T - ------ - - - - -- PAT DE TAI SHEET 6) ------- - - - - -- -- \ "' ---- - - - - -- HONE ------- - - - - -- _ — \ — _ Y CREEK - - -- — - -- r - � ® e ®- � .. . � o e 21-0--- 200 — -- -- -- r - - -- - 511920 560 600 ■ 0- s-& 111- seew 220 210 200 0 6$0 720 nv_ Ia7GV IV. VVI§V%An11r1 PLAN TO CONSTRUCTION RECORDS HORIZ: 1" = 20' MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE PROFILE HORIZ: i" = 20' VERT: 1" = 10' 220 210 200 190 {I i r� NIL °�IJ Ir 1 �PC LAN 0 8 - I r/ i u00 1040 MLM 1 10/24/00 NO. REVISION I BY REVIEW DATE RH2 ENGINEERING, INC. 01 va e ° 3 E N G I N E E R S BOTHELI_OFFICE a m F PLANNERS SCIENTISTS EAST WENATCHEE OFFICE 16727 N6Cf94E ?t�`ti SIGNED: DRAWING Is NOT To SCALE fON�' 06 /12/98 �� IF BAR IS NOT 2 LONG EXPIRES e 2 of P� g0 0 1 2 C. " �y °F WAS N a City of Renton - Devil's Elbow 0.4+ � Sewer and Roadway Improvements - Schedule A q 2220 7i sOrsTSn6 °ti SIGNED: 1 .oNAL 08112198 ACCESS ROAD AND UTILITY PLAN. EXPIRES 9/21 00 � ' J JOB N0. FILE - ,GINELR FEIANEO DATE SCALE PLOT OWG NO 'inEET 196.024 OE -31R 1 BNP 'DCS I JAN 04, 2001 SHOWN 1 20 1 RC3 1 4 0, 32 S- 2 ^, Z; 3,f) (� FR I T ' III I I : HZ4� \ \ \ \ PROPOSED SS N ANTICIPATE NEV EACH HOME (N( GTyFPS X" \ - m APPROX. PROVIDE ASPHALT PAT�� APPROX. \ 775 S F Uj.E ASP ALT / v PAVEMENT PATCH EET.AIL /SHEET 6) _ � I FIRE PROTECTION AND RESIDENTIAL ACCESS: MAINTAIN SINGLE LANE ACCESS (18' WIDE) AT ALL TIMES TO ALL HOMES. PROVIDE 1 TRAFFIC CONTROL PLAN. I BENCH MARK: JMONUMENT STA 11 +64.87, EL. -- \, ------------ i 30U 340 330 320 310 300 290 280 270 260 250 240 230 220 210 200 0 \ CITY .Or RENTON � 1 PJVD RIRIGHT T PROPERTY OF OF WAY _ 1 1' I\ / 1 � HORIZ: 1" = 20' 50 100 150 200 250 300 350 400 FORCE MAIN PROFILE HORIZ: 1" = 20' VERT: 1° = 20' RO F�iR� i l i1 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE S,m226307 a q O ?ZZQ `BSI rSTZ SIGNED: 061f2198 EXPIRES 9/21/00 JGB 110, FILE ENGIVER RPA D I EATEN SEAL[ 196.024 1 DE -P R BNP OCS, JAN 03,',2001 SHOWN 6 77 N N a w EXISTING ASPHALT PAVEMENT / PAVEMENT PENETRATION \ d i (' 4 \ REMOVE SOIL TO ALLOW FOR PATCH EXISTING ASPH ^LT PAVEMEN i PENETRATION SAW CUT ROUGH EDGE AND REMOVE EXCESS ASPHALT TO PROVIDE UNIFORM, NEAT -LINE EDGE (TYP.). COMPACT EXISTING SOIL TO 95% MAXIMUM DENSITY BASED UPON THE MODIFIED PROCTOR. PATCH PER CITY OF RENTON CONSTRUCTION STANDARDS. TEMPORARY ASPHALT PATCHES WILL BE REQUIRED EXCEPT ON ACCESS ROAD. PROVIDE 3" CLASS 'B' ASPHALT PAVEMENT. PROVIDE A MINIMUM 6" OF 5/8" -MINUS CRUSHED ROCK COMPACTED TO 95% MAXIMUM DENSITY BASED UPON THE MODIFIED PROCTOR. ASPHALT PAVEMENT PATCH ASPHALT PAVEMENT PAT, CH NOT TO SCALE ECOLOGY BLOCK 2' 6" x 2' 6" (TYPICAL) PROVIDE MIRAFI 140N FILTER THREE BLOCK HIGH CONFIGURATION FABRIC (OR APPROVED EQUIVALENT). PROVIDE 1-1/2" WAS ROCK TWO BLOCK HIGH CONFIGURATION � EXISTING ASPHALT PAVEMENT 4" i SAW CUT ROUGH EDGE AND REMOVE EXCESS ASPHALT TO PROVIDE UNIFORM, NEAT -LINE + + -2" EDGE (TYP.) EXISTING ROAD, SHOULDER AND DITCH 6" TYP, 9n_ — EXISTING DITCH PROVIDE 3" CLASS 'B' ASPHALT PAVEMENT. INSTALL EXTRUDED CONCRETE CURB PER CITY OF RENTON STANDARDS PROVIDE SAME IN AREAS WHERE ASPHALT IS NOT EXTENDED- PROVIDE A MINIMUM 6" OF 5/8" -MINUS CRUSHED ROCK COMPACTED TO 95% MAXIMUM DENSITY BASED UPON THE MODIFIED PROCTOR. EXCAVATE UNSUITABLE SOIL AND BACK =: FILL WITH SELECT MATERIAL COMPACTED TO 95% MAXIMUM DENSITY BASED UPON THE MODIFIED PROCTOR. — NATIVE SOIL, UNDISTURBED PAVEMENT PER CITY OF RENTON ASPHALT PAVING EXTENSION CONSTRUCTION STANDARDS., ASPHALT PAVEMENT E XCTNENSION NOT TO SCALE NEW OR EXISTING ASPHALT PAVING AND EXTRUDED CURB PER CITY OF RENTON STANDARD DETAILS. \ NATIVE SOIL COMPACTED TO 90% OF MAXIMUM DENSITY. PROVIDE 12" TIGHT -LINE STORM DRAIN 6° WHERE COMMON TRENCH IS USED, LOCATION VARIES PROVIDE PEA GRAVEL. WHERE INDEPENDENT TRENCHES OCCUR, USE 6" PEA GRAVEL FOR TIGHT -LINE AND } 1 -1/2" WASHED ROCK FOR PERFORATED PIPE. 12^ CURTAIN WALL: 6" PROVIDE 2' TALL MIRAFI MIRADRAIN 4" 7 - 6000 (OR APPROVED EQUAL). J i PROVIDE MIRAFI 140N FILTER FABRIC PROVIDE 6" PERFORATED DRAIN. MAINTAIN INVERT (OR APPROVED EQUAL). WRAP ELEVATION LOWER THAN TIGHT -LINE EXCEPT DURING GRAVEL WITH FILTER FABRIC. TRANSITION PRIOR TO CATCH BASIN CONNECTION. 1 KLNL; ' Ut I AIL GRADE EXISTR?G SLOPE AT 1:1 FOR FIRST 5 FEET OR TO DAYLIGHT. NOT TO SCALE BEYOND 5 FEET SLOPE TO GRADUALLY MEET EXISTING GRADE. (SEE ROAD CROSS SECTIONS) 3_ 48^ t PROVIDE 2:1 SIDE 6^ \ SLOPE AND HYDROSEED DITCH WALLS. �Z� C0 ',����!iw�i NATIVE SOIL COMPACTED TO 90% OF MAXIMUM DENSITY] CURTAIN WALL: 4 PROVIDE 24^ WIDE GRASS SOD PROVIDE 2' TALL MIRAFI MIRADRAIN _ OVER MINIMUM 4" THICK TOP 6000 (OR APPROVED EQUAL). SOIL PROVIDE MIRAFI 140N FILTER FABRIC L 6" PERFORATED DRAIN (OR APPROVED EQUAL). WRAP GRAVEL WITH FILTER FABRIC. 6" 4" 1-1/2^ WASHED ROCK NOTE: PROVIDE BLOCK CONFIGURATION PER PLANS. BLOCK 'WALL TO CONFORM BLOCKS SHALL BE EQUAL TO "ULTRA BLOCK" BLOCK IFIIALL ELEVATION DETAIL TO CONSTRUCTION RECORDS WITH DECORATIVE FINISH. FINISH ALTERNATIVES TO BE SUBMITTED TO THE CITY OF RENTON FOR MARK MILLER 10/24/00 REVIEW AND SELECTION. ': NOT TO SCALE RH2 ENGINEERING INC. DATE i F�R �z� '41` I I 1 1 Sm226308 3TRUCTED DITCH DETAIL NOT TO SCALE QS C Sct' WASgfr`Jj� O o o[o.• U q 2220 b3.IOIST, SIGNED. �S ASPHALT PAVING SURFACE, °N 06112198 EXTRUDED CURB NOT SHOWN FOR CLARITY. EXPIRES 9/21/00 N N w 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 270.00 - - --( 270.00 R/, W - -- - I R/W 260.00 STA = 9 +00 260.00 250.00 250.00 R/W 270.00 / 270.00 R STA =,8+75 260.00 I 260.00 STA 8 +50, 0.2' IT EDGE OF PAVEMENT PATCH STA 8 +50, 15.6' RT EDGE OF- PAVEMENT- PATCH - 70.00 60.00 50.00 40.00 30.00 20.00 -10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 270.00 260.00 250.00 240.00 STA 9 +75, 10.5' RT EDGE -OF PAVEMENT WITH­ CURB AND 2 BLOCK HIGH WALL R/W 270.00 260.00 250.00 240.00 280.00 R/W 280.00 � / STA. 9 +50, 6.4' RT R/W EflP- WfTH- EtIRB- 270.00 270.00 270.00 CRACK 270.00 RAW STA', 8 + 50 260.00 2!60.00 260.0 / 0 : I L 2 I � � 6 0.00 R/W STA 91 +v0 250.00 250.00 STA 8 +25, 5.8' RT S ECn D OF PAVEMENT-PATCH- 290.00 29.0..00. �.IF o:� ; �; STA 8 +25, 212 RT R/W AVENT-PAH EDGE-0F�T 280.00 R/W 280.00 270.00 270.00 / I 270.00 270.00 260.00 260.00 STA 8 +25 RAW STA 9 +25 260.01 2, RIw 60.00 250.00 _ 250.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 CROSS SECTION INFORMATION REVISED TO CONFORM TO CONSTRUCTION RECORDS OMB I MLM 10/24/00 SCALE: 1° - 10' N0 REVISION BY REVfEW:j DATE 7 226-T .PLANNERS NOTE77 E N T I S T S EAST WENATCHEE OFFICE 16727 PAVEMENT AND CURB WORK DELETED FROM CONTRACT SIGNED: DRAWING IS NOT TO SCALE 06112198 IF BAP IS NOT 2 LONG EXPIRES a z oT Gv� of w�sX� fci h' of Renton - Devil's Elbow ' REVISED TO CONFORM Sewer and Roadway Improvements - Schedule TO CONSTRUCTION RECORDS � a MARK MILLER 10/24/00 2220 v ROADWAY �. ROSS ',SECTIONS ecrsreat SIGNED: RH2 ENGINEERING INC. I DATE `�SlONn1 06112198 }±( G�D�� '�-rw� ww.�. Q� wu 7 EXPIRES. 9/21 00 STA': 8+ 25 L V � ., I A V f I JOB NO., FILE LNGINETH NENEWEO I DATE SCALE PLOT I OWG NO SNEET 196.024 DE -XSR BNP I DCS JAN 02, 2001 SHOWN 10 L RC6 7 OF 32 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 STA 10' 75, 11.0' LT STA 10 +75, 9.7' RT EDGE OF PAVEMENT /r EDGE OF PAVEMENT WITH CURB 260.00 / R1 260.00 I 250.00 R //W �' ,. 250.00 STA = 10+75 240.00 240.00 STA 10 +50, 9.1" RT EDGE OF-PAVEMENT--WITH--CURB RIW 260.00 I 260.00 RIW j 250.00 250.00 STA = 10 +50 STA 10 F25, 10.3' RT EDGE OF PAVEMENT WITH CURB AND 1 BLOCK HIGH WALL 270.00 R/W 270.00 1CK / CRACK 260.00 260.00 R I W 250.00 250.00 STA = 10 +25 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 270.00 260.00 250.00 270.00 260.00 250.00 RIW EXTRUDED CURB R/W I r STA = 11 +50 270.00 260.00 250.00 270.00 260.00 250.00 ,1y�' �r 1143 , NOTES: ~S'eb o� CROSS SECTION CENTERLINE IS APPROXIMATE ENGINEERS BOTHELL_OFFICE F CENTER OF EXISTING ROADWAY. C SCIENTISTS EAST WENATCHEE OFFICE 16727 NOTE PLANNERS FOR PAVEMENT PATCHING, REFER TO ASPHALT FIttQZSTP.S SIGNED: PAVEMENT PATCH DETAIL /SHEET 6. PAVEMENT AND CURB WORK DELETED FROM CONTRACT - �IONAL 06112198 DRAWING IS NOT TO SCALE - FOR PAVEMENT EXTENSION, REFER TO IF BAR IS NOT 2" LONGS EXPIRES 8/2/01 ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 0 I 2 6. 4 WAS City of Renton - Devil's Elbow FOR TRENCHES, REFER TO TRENCH REVISED TO CONFORM Sewer and Roadway Improvements - Schedule A DETAIL /SHEET 6. TO CONSTRUCTION RECORDS FOR BLOCK WALLS, REFER TO BLOCK WALL MARK MILLER 10/24/00 2220 0 ROADWAY CROSS SECTIONS DETAILS /SHEET 6. '3 �cISTeat SIGNED: RH2' ENGINEERING INC. DATE oNAt 06112198 STA 1 0 +n0 Tn STA 11 +50 EXPIRES 9/21/00 �' ,,OH I10. FlI.E ENGINEER REVIEW[, DATE. i SCALE I'69i DWG 140. 'SHEEI _. vas W P ' 2,7- 226 J or 196.024 DEXSR �BNP DCS AN 02 2001 SHO N 1 W 0 RC7 8 32 rl r I STA 10 +00, 11.9' RT EDGE OF- P"EMENT -WITH -CURB 270.00 AND 2 BLOCK HIGH WALL STA -OF-F 10.1' LT - EDGE- AE- PAVET,4ENT STA 1OF P lE2' RT EDGE -OF PAV €ME1NT-WFTH -CUR$ 270.00 R/W RIW 270.00 270.00 260.00 CRACK 260.00 260.00 260.00 250.00 250.00 R/W RIW STA L 11 22630*4 250.00 TA - - 1 + ® ®® 250.00 240.00 = +00 _ 240.00 240.00 240.00 230.00 230.00. 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 CROSS SECTION INFORMATION REVISED TO CONFORM TO CONSTRUCTION RECORDS I DMB 1 MLM 10/24/00 SCALE: 1" = 10' NO. REVISION I BY REVIEW1 DATE RH2 ENGINEERING, INC. H ,1y�' �r 1143 , NOTES: ~S'eb o� CROSS SECTION CENTERLINE IS APPROXIMATE ENGINEERS BOTHELL_OFFICE F CENTER OF EXISTING ROADWAY. C SCIENTISTS EAST WENATCHEE OFFICE 16727 NOTE PLANNERS FOR PAVEMENT PATCHING, REFER TO ASPHALT FIttQZSTP.S SIGNED: PAVEMENT PATCH DETAIL /SHEET 6. PAVEMENT AND CURB WORK DELETED FROM CONTRACT - �IONAL 06112198 DRAWING IS NOT TO SCALE - FOR PAVEMENT EXTENSION, REFER TO IF BAR IS NOT 2" LONGS EXPIRES 8/2/01 ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 0 I 2 6. 4 WAS City of Renton - Devil's Elbow FOR TRENCHES, REFER TO TRENCH REVISED TO CONFORM Sewer and Roadway Improvements - Schedule A DETAIL /SHEET 6. TO CONSTRUCTION RECORDS FOR BLOCK WALLS, REFER TO BLOCK WALL MARK MILLER 10/24/00 2220 0 ROADWAY CROSS SECTIONS DETAILS /SHEET 6. '3 �cISTeat SIGNED: RH2' ENGINEERING INC. DATE oNAt 06112198 STA 1 0 +n0 Tn STA 11 +50 EXPIRES 9/21/00 �' ,,OH I10. FlI.E ENGINEER REVIEW[, DATE. i SCALE I'69i DWG 140. 'SHEEI _. vas W P ' 2,7- 226 J or 196.024 DEXSR �BNP DCS AN 02 2001 SHO N 1 W 0 RC7 8 32 rl r I 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 ST 12 +_'5, 11.0' RT r EDGE OF PAVEMENT WITH CURB ISTA 12 +25, 13.0' RT 260.00 250.00 240.00 is 260.00 250.00 240.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 STA 12 +75, 12.6' RT STA 13 +00, 13.0' RT EDGE OF PAVEMEN -T WITI+ CURB AND 3 BLOCK HIGH 260.00 / I 260.00 250.00 ASPHALT DISPLACED EAST OF CRACK. 250.00 NO REPAIR REQUIRED, TYPICAL. CRACK R/W 260.00 1 BLOCK HIGH WALL 260.00 240.00 ASPHALT DISPLACED EAST OF CRACK. 240.00 R/w NO REPAIR REQUIRED, TYPICAL CRACK 230.00 I STA = 13 +00 230.00 thtw� - e NOTES: GROSS SECTION .CENTERLINE IS APPROXIMATE CENTER OF EXISTING ROADWAY. FOR PAVEMENT PATCHING, REFER TO ASPHALT PAVEMENT PATCH DETAIL /SHEET 6. FOR PAVEMENT EXTENSION, REFER TO ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 6. FOR TRENCHES, REFER TO TRENCH DETAIL /SHEET 6. FOR 8,LOCK WALLS, REFER TO BLOCK WALL DETAILS /SHEET 6. CROSS SECTION INFORMATION NOTE. PAVEMENT AND CURB WORK DELETED FROM CONTRACT SCALE: r' = 10' ASC.SC�- �1s oT aesy� Q �e4 REVISED TO CONFORM e o TO CONSTRUCTION RECORDS q MARK MILLER 10/24/00 2220 0 + ISTO' ti SIGNED:' RH2 ENGINEERING INC. DATE StONAL 06112198 EXPIRES 9/21 /00� r r I STA 12 +75, 12.6' RT EDGE -OF- PAVEMEtVF WLTH --CURB AND 3 BLOCK HIGH WALL STA 12 +00, 4.4' RT r 260.00 260.00 - EDGE OF -PAVEMENT WITH CURB II STA 12 +00, R IW R/W 260.00 1 BLOCK HIGH WALL 260.00 250.00 ASPHALT DISPLACED EAST OF CRACK. 250.00 NO REPAIR REQUIRED, TYPICAL CRACK 250.00 I I + 250.00 240.00 -- _ 240.00 RiW R,IW I STA = 12 +75 240.00 S T T A 240.00 - 12 +00 230.00 230.00 230.00 230.00 SEA 12 +50, 14.0' RT - EDGE-Of- PAV€M€NT -W14H -CURB AND 3 BLOCK HIGH WALL RIW 260.00 R/W 260.00 ASPHALT DISPLACED EAST OF CRACK. 260.00 EXTRUDED-CURB -- 260.00 250.00 NO REPAIR REQUIRED, TYPICAL. CRACK 250.00 250.00 f 250.00 240.00 240.00 R/W RAW STA =' 12+50 to 308 240.00 STA = 11 +75 240.00 230.00 � / ,-Now - 230.00 230.00 230.00 220.00_ 220.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 thtw� - e NOTES: GROSS SECTION .CENTERLINE IS APPROXIMATE CENTER OF EXISTING ROADWAY. FOR PAVEMENT PATCHING, REFER TO ASPHALT PAVEMENT PATCH DETAIL /SHEET 6. FOR PAVEMENT EXTENSION, REFER TO ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 6. FOR TRENCHES, REFER TO TRENCH DETAIL /SHEET 6. FOR 8,LOCK WALLS, REFER TO BLOCK WALL DETAILS /SHEET 6. CROSS SECTION INFORMATION NOTE. PAVEMENT AND CURB WORK DELETED FROM CONTRACT SCALE: r' = 10' ASC.SC�- �1s oT aesy� Q �e4 REVISED TO CONFORM e o TO CONSTRUCTION RECORDS q MARK MILLER 10/24/00 2220 0 + ISTO' ti SIGNED:' RH2 ENGINEERING INC. DATE StONAL 06112198 EXPIRES 9/21 /00� r r I 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 260.00 260.00 STA 3 +75, 13.2' RT i r EDGE OF PAVEMENT WITH CURB STA 13 +25, 12.8' RT R/W 250.00 % 250.00 ASPHALT DISPLACED EAST OF CRACK. STA 14 +00, 14.8' RT EDGE -OF- PAVEMENT- -WffH- -CURB 260.00 NO REPAIR REQUIRED, TYPICAL R/W 260.00 250.00 240.00 CRACK 250.00 240.00 2.30.00 I / 230.00 R/W STA = 13+75 i ASPHALT DISPLACED EAST OF CRACK. i 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 STA 14 +50, 13.6' RT 2 5 0.0 0 EDGE OF PAVEMENFT WITH+ G{iRB 255 0.00 R/W 240.00 240.00 ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL. CRACK 230.00 y 230.00 220.00 R/W 220.00 STA = 14+50 STA 13 +50, 11.2' RT EDGE OF PAVEMENT WITH CURB STA 14 +25, 13.7' RT AND 2 BLOCK HIGH WALL EDGE OF PAVEMENT WITH- -CURB- 260.00 / 260.00 250.00 250.00 / R/W I R/W 250.00 I 250.00 240.00 ASPHALT DISPLACED EAST OF CRACK. 240.00 / NO REPAIR REQUIRED, TYPICAL. ASPHALT DISPLACED EAST OF CRACK. CRACK NO REPAIR REQUIRED, TYPICAL. CRACK 240.00 240.00 230.00 230.00 R/W RIW 220.00 STA = 14 +25 220.00 I STA = 13+50 wr vwp - I NOTES: CROSS SECTION CENTERLINE IS APPROXIMATE CENTER OF EXISTING ROADWAY. FOR PAVEMENT PATCHING, REFER TO ASPHALT PAVEMENT PATCH DETAIL /SHEET6. FOR PAVEMENT EXTENSION, REFER TO ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 6. FOR TRENCHES, REFER TO TRENCH DETAIL /SHEET 6. FOR BLOCK `WALLS, REFER TO BLOCK WALL' DETAILS /SHEET 6. m SCALE: 1" = 10' (VOTE PAVEMENT AND CURB WORK DELETED FROM CONTRACT Pg C. SC' wasg� �l o��eti a�Q n REVISED TO CONFORM TO CONSTRUCTION RECORDS � ' �=� e, MARK MILLER 10/24/00 2220 v �'arsr SICNF,p; RH2 ENGINEERING INC. DATE $LORAL 06112198 E %PIKES 9/21/00 F�R 1411MILL 1� 6-9 i z, I. 270.00 270.00 STA 13 +25, 12.8' RT EDGE - OF- -PAV €M €NT -MTH -CURB AND 2 BLOCK HIGH WALL STA 14 +00, 14.8' RT EDGE -OF- PAVEMENT- -WffH- -CURB 260.00 R/W 260.00 250.00 250.00 I / R/W ASPHALT DISPLACED EAST OF CRACK. 250.00 250.00 240.00 NO REPAIR REQUIRED, TYPICAL. 240.00 ASPHALT DISPLACED EAST OF CRACK. CRACK NO REPAIR REQUIRED, TYPIrAL_ CRACK 240.00 20 -0.00 230.00 230.00 R/W RIW STA = I 1 d i nn ■-r vv � zn n 2��.0 I STA =.1;3-x-25 230.00 220.00 v 220.00 I I 220.00 220.00 210.00 210.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 CROSS SECTION INFORMATION REVISED TO CONFORM TO CONSTRUCTION RECORDS I DMB I MLM 10/24/00 wr vwp - I NOTES: CROSS SECTION CENTERLINE IS APPROXIMATE CENTER OF EXISTING ROADWAY. FOR PAVEMENT PATCHING, REFER TO ASPHALT PAVEMENT PATCH DETAIL /SHEET6. FOR PAVEMENT EXTENSION, REFER TO ASPHALT PAVEMENT EXTENSION DETAIL /SHEET 6. FOR TRENCHES, REFER TO TRENCH DETAIL /SHEET 6. FOR BLOCK `WALLS, REFER TO BLOCK WALL' DETAILS /SHEET 6. m SCALE: 1" = 10' (VOTE PAVEMENT AND CURB WORK DELETED FROM CONTRACT Pg C. SC' wasg� �l o��eti a�Q n REVISED TO CONFORM TO CONSTRUCTION RECORDS � ' �=� e, MARK MILLER 10/24/00 2220 v �'arsr SICNF,p; RH2 ENGINEERING INC. DATE $LORAL 06112198 E %PIKES 9/21/00 F�R 1411MILL 1� 6-9 i z, I. 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 250.00 250.00 240.00 STA 15 +25, 12.2' RT EDGE OF PAVEMENT WITH CURB RIW ASPHALT DISPLACED EAST OE CRACK. 230.00 NO REPAIR REQUIRED, TYPICAL. j CRACK 220.00 STA = 15 +25 210.00 STA 15 +00, 13.1' RT EDGE OF PAVEMENT WITH CURB 240.00 RIW ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL. CRACK I 230.00 � i 220.00 RIW i STA 11 5 + 00 i STA 14 +75, 14.0' RT 250.00 F-DGF OF- PAVEMENT WITH -CURB - 240.00 230.00 220.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70 00 210.00 250.00 250.00 STA 15 +75, 10.4' RT / EDGE­ OF PAVE#€NT -ATT+ 17 240.00 RIW 240.00 240.00 230.00 230.00 ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL CRACK 230.00 220.00 220.00 R /WJ . 220.00 i STA = 15+75 250.00 250.00 STA 15 +50, 11.3' RT - €DGE -OF- PAVEM €NT -WIITH CUR6- 250.00 240.00 RIW 240.0.0 1. R/W 240.00 i 240.00 230.00 ASPHALT DISPLACED ,EAST OF CRACK. 230.00 NO REPAIR REQUIRED, TYPICAL. CRACK ASPHALT DISPLACED EAST OF CRACK -" NO REPAIR REQUIRED, TYPICAL CRACK 230.00 230.00 220.00_ 220.00 R /W� i 1 1 i _ r s `� 210.00 ��o.00 R 220.00 210.00 i STA = 15 +50 STA = 14 +75 i I I 210.00 210.00 200.00 200.00 I 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70:100 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00' 30.00' 40.00 50.00 60,00 70.00 CROSS SECTION INFORMATION REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00 SCALE: 1" = 10' N0. REVISION BY I REVIEW DATE ® -TO RH2 ENGINEERING INC. 0 AF �p� H• ,, wAsy,N � NOTES: CROSS SECTION CENTERLINE 1S APPROXIMATE III ENGINEERS BOTHELLOFFICE F CENTER OF EXISTING ROADWAY. OTG PLANNER, S SCIENTISTS EAST WENATCHEE OFFICE 16727 FOR PAVEMENT PATCHING, REFER TO ASPHALT Fgctst ���N SIGNED, PAVEMENT PATCH DETAIL /SHEET 6. PAVEMENT AND CURB WORK DELETED FROM' CONTRACT Ot/J2/98 DRAWING IS NOT TO SCALE ASPHALT PAVEMENT EXTE EXTENSION, DETAIL/SHEET IF BAR IS NOT _2" LONG ExPIRES e/z m 0 1„ 2„ 6. :Asq �, mil , a Renton - Devil's Elbow FOR TRENCHES, REFER T4 TRENCH REVISED TO CONFORM ° m° To Sewer and Roadway Improvements - Schedule A DETAIL /SHEET 6. TO CONSTRUCTION RECORDS FOR BLOCK WALLS, REFER TO (BLOCK WALL ROADWAY MARK MILL 10/24/06 10/24/00 ac28�Eaeo R,Of� ®YYAiI CROSS SECTIONS DETAILS /SHEET 6. ♦ SIGNED, I _ _ __ RH2 ENGINEERING INC. DATE toxat j� 06/12/98; V T/1 14 +I' / 5 U �' A 15+75 E %PYRES 9/21 00 (LOB 110. FILE IfNON -ERI RENEWED I DATE 'SCALE PLOT' OWC N0. iHEEI I I 6 241 D XSR BNP DCS JAN 0' 001 S or 19 . E 2 2 HOWN 0 R 0 11 0 1 Ci 32 I -1 wv I I ; I �aG3o. /40 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 250.00 250.00 STA 16 +75, 6.3' RT EDGE OF P EXTENSION s STA 16 +25, 10.18' RT R/W ?40.00 - EDGE-OF- PAVEMENT -WI TR -GURB 240.00 230.00 230.00 R/W I ASPHALT EAST 230.00 230.00 220.00 CRACK 220.00 ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL CRACK I RECONSTRUCT DITCH PER 220.00 \ i 220.00 21 00 RIW �f- - DETAIL ON SHEET 6. 210.00 210.00 R/w 210.00 200.00 200.00 STA = 116 +25 STA = I!' 16 +75 250.00 250.00_ 240.00 I STA 16 +50, 9.8' RT r GE OF PAVEMENT EXTENSION RIW 240.00 STA 16 +00, 9.45 RT EDGE OF PAVEMENT 1TH-eURB- 240.0G RIW 240.00 230.00 _ _ _ _ 230.0.0 .IGF 0 JNl' i't iJ TERL'.NE ASPHALT DISPLACED EAST OF CRACK. 230.00 NIa Y, 230.0 _ 220.00 NO REPAIR REQUIRED TYPICAL CRACK 220.00 cr!� P! `- ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL CRACK RECONSTRUCT DITCH PER 220.00 220.00 210.00 RIW __ r DETAIL ON SHEET 6. 210.00 i 210.00 RIW 210.00 200.00 I STA = �16 +50 200.00 STA = 16+00 5722630E .200.00 200..00 _ _ 1 ..,90.00.. _ 190.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 CROSS SECTION INFORMATION REVISED TO CONFORM TO CONSTRUCTION RECORDS -0MB MLM 10/24/00 SCALE: 1" = 10' N0. I REVISION I 'BY IREVIEW1 DATE I NOTES: CROSS.SECT1 CENTER OF E FOR.PAVEMEI PAVEMENT P; FOR ' EME1 ASPHALT PA? 6, cna zmr nmrwr W-p `2? -2461 NOTE PAVEMENT,:AND CUj1BTWORK DELEIED'FROM,:CONTRACI REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE �! J8 lfd8y •7' m �Z 2220 faxsast SIGNND: 06/12/98 ,EXPIRES 9 21 00 v� 1 N N R h 70.00 60.00 50.00 40.00 30.00 20.00 10.00 q 10.00 20.00 30.00 40.00 50.00 60.00 70.00 230.00 STA 17 +25, 3.2' LT EDGE OF PAAVEEMENT- STA 17 +25, 18.4' LT EDGE OF PAVcMENT '20.00 ASPHALT - DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL. CRACK !. P/w 210.00 I R'W / RECONSTRUCT DITCH PER DETAIL ON SHEET 6. 230.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 G 10.00 20.00 30.00 40.00 50.00 60.00 70.00 L 220.00 220.00 210._00 210.00 200.00 200.00 % 200.00 190.00 190.00 190.00 STA = 17 +25 STA 17 +75,!25' LT R/W EDGE OF PAVEMENT STA 17 +75, 17.8' LT _ EDGE OF PAVEMENT 220,00 ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL. CRACK R/W 210.00 RECONSTRUCT DITCH PER DETAIL ON SHEET 6. E` G 200.00 190.00 STA = 17 +75 NOTES: CROSS SECTI CFN9)=R ;'OF E FOR PPEMEI PAVEMENT. Pi I FOR PAYEMEt ASPHALT PA7 6. 1 140 °wp - 27- 7"3 NOTE PAUEMENTAND CEIRB WORK DECETED,`FROM.00NTRACT'. C. SCtl �. O�U� pF ;Aygf�`74 REVISED TO CONFORM a Sewl TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 2220 v �itia�rsss86 t RH2 ENGINEERING IGNED: ,ESRING INC. DATE �S10N 06112198 EXPIRES 9 21/00' JOB NO 196.024 I I N A W i R/W 230.00 230.00 230.00 R/W 230.00 220.00 ?` STA 17 +$0, 3.19' LT EDGE OF P, VEMENT_ RIG wA - - K �,_ ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL 220.00 � 1,�` CRACK. R/W 220.017 ASPHALT DISPLACED EAST OF CRACK. NO REPAIR REQUIRED, TYPICAL. CRACK 220.00 _ 21 0.00 _ RECONSTRUCT DITCH PER DETAIL ON SHEET 6. 210.00 210.00 R/W j 1 RECONSTRUCT DITCH PER DETAIL ON SHEET 6. 210.00 200.00 _ E 200.00 200.00 200.00 _ 190.00 5=12630F 190.00 STA =' 17 +50 190.00 STA = ! 17 + ®0 190.00 180.00 I 180.00 180.00 180.00 _ 170.00 170.00. 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 CROSS SECTION INFORMATION � REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00 SCALE: 1" = 10' NO REVISION BY I REVIEW DATE' RH2 ENGI NEERING. INC. NOTES: CROSS SECTI CFN9)=R ;'OF E FOR PPEMEI PAVEMENT. Pi I FOR PAYEMEt ASPHALT PA7 6. 1 140 °wp - 27- 7"3 NOTE PAUEMENTAND CEIRB WORK DECETED,`FROM.00NTRACT'. C. SCtl �. O�U� pF ;Aygf�`74 REVISED TO CONFORM a Sewl TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 2220 v �itia�rsss86 t RH2 ENGINEERING IGNED: ,ESRING INC. DATE �S10N 06112198 EXPIRES 9 21/00' JOB NO 196.024 I I N A W 70.00 60.00 50.00 40.00 30.00 20.00 10.00 c 10.00 20.00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 i 0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 R/�W / - TRENCH PATCH / 210.00 210.00 R /W 230.00 RfW 230.00 200.00 it y ,_,, 200.00 220.00 220.00 190.00 - 190.00 TRENCH PATCH _ 1 ASPHALT DISPLACED EAST OF CRACK. STA =19+00 NO REPAIR REQUIRED, TYPICAL. CRACK 210.00 1 210.00_ R/W R/W _ RECONSTRUCT DITCH PER -� DETAIL ON SHEET 6. s 200.00 F 200.00 220.00 220.00 V TRENCH PATCH -FNI T- 190.00 190.00 210.00 210.00_ STA = 18 +25 R/W 200.00 200.00_ I,i INII 230.00 R/W 230.00 190.00 190.00 STA = 18 +75 220.00 TRENCH PATCH 220.00 ==Jr= ASPHALT DISPLACED EAST OF CRACK. R/W NO REPAIR REQUIRED, TYPICAL. CRACK 210.00 R/W _I _210.00 _ 220.00 �- TRENCH PATCH 220.00 RECONSTRUCT DITCH PER p DETAIL ON SHEET 6. L ASPHALT DISPLACED EAST OF CRACK. �� -- F rl l NO REPAIR REQUIRED, TYPICAL. 200.00 C�K: _ r .� , 200.00 210.00 CRACK 210.00 R/W 190.00 190.00 200.00_ s STA = '18+00 � � �RA�•� 200.00 F0RCE D ELI i1NG � rC tC= F RI,E � '1�i ^t MIN 180.00 ! 180.00 190.00 _ r '�_. _ _ _ 19- 0.00 I STA ='18+50 180.00 180.00 70.00 60.00 50.00 40.00 30.00 20.00 10.00 10.00 20:00 30.00 40.00 50.00 60.00 70.00 70.00 60.00 50.00 40.00 30.00 20.00 '10.00 10.00 20.00 30.00 40.00 50.00 60.0.0 70.00 CROSS SECTION INFORMATION REVISED', TO CONFORM TO CONSTRUCTION RECORDS I DMB MLM 10/24/00 SCALE: 1° = 10' NO. I REVISION I BY REVIEW DATE NOTES:, CROSS- .SEC110b CENTER OF EXI FOR PAVEMENT PAVEMENT PAT FOR IPAY EMENT, FOR %i DETAIR -.27-226.7 NOTE PAVEMENT iAN,© CURB =WORK DELkTED::';' i M, CPNTRACT, S C. S REVISED TO CONFORM TO CONSTRUCTION RECORDS X17 �• i MARK MILLER 10/24'/00 2220'a ^3.�ataxsaa 1 giGNED: R42 ENGINEERING INC. DATE tom' 06112198 EXPIRES,. 9/2 X44 i L I I N N c I i PROPOSED POWER HANDHOLE. UTILITY VAULT 233 -LA OR APPROVED EQUAL. SUPPLY WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. PROVIDE LOCK. PRGPOSED MAIN FEEDER CONDUIT TO LIFT STATION MCC. PkuPOSED 12' X 21' WOOD FRAME GENERATOR BUILDING. FINISHED FLOOR ELEVATION = 341.5` PROPOSED SECONDARY POWER CONDUIT TO MAIN DISCONNECT IN BUILDING. PROPOSED CONCRETE DRIVEWAY. GRADE SITE TO SLOPE DRIVEWAY MINIMUM 1% TOWARDS STREET CURB. COORDINATE CONSTRUCTION OF NEW DRIVEWAY WITH THE EAST KENNYDALE INTERCEPTOR PROJECT. EXISTING TELEPHONE PEDESTAL TO BE RELOCATED �i " RELOCATED TELEPHONE PEDESTAL RECONNECT ALL EXISTING � \ \\ CUSTOMERS. COORDINATE WITH TELEPHONE COMPANY. I i` PROPOSED FORCE M LOCATION. SEE DWG.; NO. R( \ jI EAST %OF SIDEWALK AND �I(iATE WITH THE EAST QO PROPOSED CEMENT CONCRETE DRIVEWAY., I I CONCRETE DRIVEWAY TO BE CONSTRUCTED DURING THE EAST KENNYDALE INTERCEPTOR PROJECT. EXISTING HOUSE \ I_ EXISTING PUGET ENERGY UTILITY POLE TO REMAIN. PRIMARY METER ENCLOSURE ON BASE OF \ POLE. REUSED THIS CONTRACT. SCALE 1" = 10' LEGEND I EXISTING EX SSMH EX SS CLEAN OUT EX SO MH EX CATCH BASIN WATER VALVE FIRE HYDRANT WATER METER WATER BLOW OFF TELEPHONE CABINET GAS VALVE WATER MAIN - -- STORM DRAIN -- -_ STORM DRAIN TO BE REMOVED - -- ABANDONED SANITARY FORCE MAIN POWER OVERHEAD POWER - =_ -- TELEPHONE GAS CRACK IN PAVEMENT - IpAPPROX_ LOCATION) OWER TELEPHONE DECIDUOUS TREE CONIFER TREE UTILITY POLE GUY POLE o MAIL BOX C = ROCKERY MON IN CASE ® SURFACE BRASS CAP IN CONCRETE FOUND REBAR & CAP ° OF IRON PIPE ASPHALT PAVEMENT SIDEWALK GRAVEL CENTERLINE RIGHT OF WAY - -- LOT BOUNDARIES - -- -RIGHT OF WAY CURB CONSTRUCTION LIMITS DRIVEWAY EXPANSION JOINT PROPOSED EG BUILDING WALL DRIVEWAY APPROACH CURB OR SIDEWALK PER fl6 REBAR 18. O.C. SLOPE 1% MINIMUM RENTON STANDARD BOTH DIRECTIONS. AWAY FROM BUILDING. PROPOSED DETAILS. (BY OTHERS) 6- CEMENT CONCRETE BUILDING DRIVEWAY. _ EXPANSION JOINT FLOOR. 4' MIN CRUSHED SURFACING TOP COURSE COMPACTED TO 95% OF MAXIMUM DENSITY. COMPACTED SUBGRADE TYPICAL DRIVEWAY SECTION_ NOT TO SCALE ELECTRICAL NOTES: 1. THE EXISTING POWER SERVICE TO THE LIFT STATION IS A PRIMARY METERING SERVICE CONNECTION TO PUGET ENERGY COMPANY. SERVICE FEEDER SERVES A CUSTOMER -OWNED PAD -MOUNT TRANSFORMER LOCATED NEAR THE EXISTING LIFT STATION. THIS SERVICE MUST STAY ENERGIZED DURING CONSTRUCTION UNTIL A SCHEDULED SWITCHOVER TO THE PROPOSED POWER SYSTEM IS COMPLETE. CONTRACTOR SHALL PROVIDE MEANS OF KEEPING LIFT STATION IN SERVICE DURING THE POWER SWITCHOVER. 2. THE CONTRACTOR SHALL COORDINATE WITH PUGET SOUND ENERGY AND CITY OF RENTON ON SWITCHOVER OF POWER SYSTEM. CONTRACTOR SHALL SUBMIT A DETAILED PLAN OF PROPOSED POWER SWITCHOVER TO OWNER TWO WEEKS PRIOR TO SCHEDULED DATE. OWNER SHALL APPROVE PLAN. 3. THE CONTRACTOR SHALL RE -USE THE EXISTING POWER AND SIGNAL CONDUIT BETWEEN THE EXISTING LIFT STATION AND ELECTRICAL HANDHOLE UNLESS SHOWN OTHERWISE. THE CONTRACTOR SHALL ROUTE THE SIGNAL CONDUIT OUT OF ALL EXISTING HANDHOLE AS SHOWN IN THESE PLANS. 4. BURIAL DEPTH OF CONDUIT SHALL BE PER N.E.C. WHERE ELECTRICAL CONDUIT CROSSES AS SHOWN ON PLANS THE PRIMARY CONDUIT SHALL BE BELOW THE SECONDARY WITH MINIMUM OF 1' -0° CLEARANCE. 5. SEE ELECTRICAL ONE -LINE DIAGRAM, DWG NO. E01 FOR DESCRIPTION OF POWER CONDUIT AND CONDUCTORS. SEE PROPOSED LIFT STATION SIGNAL PLAN FOR DESCRIP1ION OF SIGNAL CONDUIT AND CONDUCTORS. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00 REVISE SETBACK OF BUILDING HMO I MM 07/27/98 N0. REVISION BY REVIEW I DATE RH2 ENGINEERING. INC. ENGINEERS BOTHELLOFFICE PLANNERS SCIENTISTS EAST WENATCHEE OFFICE H. AAS �v WAS .q, I - 2-, ro Rgcr.Tsst° ti SIGNED: I�NAL 06112198 EXPIRES 9/2/01 DRAWING IS NOT TO SCALE � IF BAR 15 N ? LONG O I„ 2„ City of Renton - Devil's Elbow Sewer and Roadway Improvements - Schedule A GENERATOR G V I LD I N G QIT5: tai AN MoD NO ntE INONEEit REVIEWED DAIS SCALE R,01 DWC NO SH ED 196.024 1 DE - -P2R I SGK I MLM I JAN 04, 2001 SHOWN 1 10 1 LC4 1 15 OF 32 I= ROLL ASSEMBLY WALL PLAN ACCESS DOOR OPENING WALL OBLIQUE VIEW NOT TO SCALE DOOR SL"MEDULE NO. HARDWARE SIZE WxH FRAME MATERIAL LETTERING ON `DOOR D1 ABEJK 3' -6" x 7' -0" STEEL STEEL D2 * 10'-0' x 8' -6" STEEL STEEL NOTE: DOORS SHALL BE INSULATED AND GRAY IN COLOR. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. INCLUDE ALL FRAMING AND MOUNTING HARDWARE. PROVIDE LOCK TO MATCH CITY OF RENTON STANDARDS. * — GARAGE DOOR SHALL BE A ChAIN OPERATED, INSULATED STEEL ROLL —UP DOOR. INSTALL DOOR ON INTERIOR SIDE OF WALL. DOOR SHALL HAVE ALUMINUM SURFACES WITH BAKED ON ACRYLIC PRIMER. INSTALL TO PROVIDE FULL OPENING HEIGHT AND SEAL DOOR ALONG ITS ENTIRE PERIMETER. DOOR SHALL BE EQUAL TO ATLAS DOOR CORPORATION MODEL T43PS LESS THE MOTOR. DOOR HARDWARE CODES A WEATHER— STRIP, ALL SIDES B THRESHOLD C — LEVER LATCH WITH LOCK D'- DEAD 'BOLD & FLUSH EXT. BOLTS & ASTRAGAL E — DOOR STOP /NOOK, WALL MOUNT F INTERIOR I PANIC BAR OPENER G — DOOR STOP, WALL MOUNT H — PULL /PUSH HARDWARE I — PASSAGE LATCH J — DOOR CLOSER K — INTERIOR PANIC BAR & EXTERIOR LEVER LATCH WITH LOCK NOTE BUILDING FOOTING DETAIL WAS REVISED DURING CONSTRUCTION. "SEE PLANS FROM EISI CONSULTING ENGINEERS INCLUDED AT THE 'END OF THIS PLAN SET 6 "d x 12 "h HEADER. SEE DETAIL THI HEADER SUPPORTED BY (2) 2" x 6" STUDS. BOTH SIDES. 48 "w x 6C INTAKE LOUVI EXHAUST LOUVER 1' �9 R 1, lqmw LL 1 NOTE. 2d MINIMUM LATERAL RESTRAINT PANELS SHALL BE INSTALLED PER THE CITY OF RENTON STANDARDS ON BOTH SIDES O' GARAGE DOOR OPENING_ BUILDING FRONT - EXTERIOR VIEW SCALE 1" = 4' —O" TOP OF WALL SEE ROOFING PLAN FOR SILL PLATES AND TRUSSES. 5/8" GYPSUM WALLBOARD V '� TAPED AND PAINTED WITH A MINIMUM OF 2 COATS OF INTERIOR PAINT. GENERAL NOTES PROVIDE HOUSE WRAP - BETWEEN SIDING AND 171 SHEATHING. 2" x 6" CONSTRUCTION WITH KRAFT PAPER BATT R -30 INSULATION 1. ALL WOOD FRAMING MEMBERS SHALL BE HEM —FIR #1 OR DOUG —FIR 1/2" SHEATHING 10' -0" SIMPSON HD2A STRONG TIE ANCHORS OR APPROVED EQUAL RATE FOR 2400 LBS. ATTACH SIDING TO MATCH ANCHORS WITH 5/8" MIN ADJACENT HOUSING DIAMETER BOLTS. (TYPICAL FOR ALL WALLS) PRESSURE TREATED -V 2x8 SILL PLATE. WALL SECTION NOT TO SCALE 6 "d x 8 "h HEADER. SEE IEET. 2" x 6" STUD. BOTH SIDES. BU1LUMG EAST SIDE - EX.T. ERIOR VIEW SCALE 1" = 4' -0" D1 2" DIMENSION LUMBER 2 OR BETTER. STUD SPACING SHALL BE NO MORE THAN 16 O.C. PROVIDE ALL CONSTRUCTED WORK IN ACCORDANCE WITH THE LATEST DIT10N OF THE UNIFORM BUILDING CODE, RENTON BUILDING CODE, AND COAL ORDINANCES. CITY OF RENTON BUILDING CODE SUPERSEDES THE NIFORM BUILDING CODE. ALL CONSTRUCTION SHALL MEET THE BUILDING CODE REQUIREMENTS OR THE CITY OF RENTON. INTERIOR CEILING AND WALLS SHALL BE PAINTED WITH PREMIXED MITE LATEX PAINT. PAINT SHALL BE APPLIED PER MANUFACTURER'S ECOMMENDATIONS. EXTERIOR WALLS SHALL BE PAINTED WITH EXTERIOR WHITE LATEX AINT. PAINT SHALL BE APPLIED PER MANUFACTURER'S ECOMMENDATIONS. . MECHANICAL & ELECTRICAL EQUIPMENT NOT SHOWN. SEE PPROPRIATE PLANS. . ALL WOOD FRAMING MEMBERS AND NAILERS IN CONTACT WITH ONCRETE FOOTING SHALL BE PRESSURE TREATED. ANCHORS SHALL BE INSTALLED TO FLOORING AND TO ROOFING AT A AXIMIIM nF 48" nN C.FNTFR AI mmn THE I FN(,TH (1F THE Al I WAI I S 1/2" PLYWOOD SPACERS V '� ! � I 171 j SEE PLANS - v i 12d I NAILS 12' SINGLE OR DOUBLE 2"x DIMENSION LUMBER STUDS. (TYP.) SEE EXTERIOR VIEWS FOR NUMBER. TYPICAL HEADER DETAIL FILL AREA ABOVE HEADER Sm,2263/2 SOLID WITH 2" x 6" LUMBER. ENGINE GENERATOR EXHAUST WALL THIMBLE HEADER SUPPORTED BY SINGLE 2" x 6" STUD. BOTH SIDES. 6 "d x 8 "h HEADER. SEE DETAIL THIS SHEET. 48 "w x 48 "h EXHAUST LOUVER /— ANCHORS (TYPICAL) BUILDING REAR - EXTERIOR VIEW SCALE 1" = 4' -0" NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE C N ! � I 6 "d x 8 "h HEADER. SEE DETAIL THIS SHEET. 48 "w x 48 "h EXHAUST LOUVER /— ANCHORS (TYPICAL) BUILDING REAR - EXTERIOR VIEW SCALE 1" = 4' -0" NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE C N ROOF NOTES I 1. PREFA.BRICA77D WOOD TRUSSES AND CROSS- BRACING AND /OR BLOCKIr,3 BETWEEN TRUSSES SHALL BE DESIGNED AND CEO -- =?? BY MANUFACTURER TO MEET LOADING CRITERIA OF THE CITY OF RENTON SHOWN IN DWG. NO. GOI. P.E. STAMPED TRUSS CALCULATIONS AND TRUSS PLAN MUST BE PRO`'ODED BY MANUFACTURER. SPACING BETWEEN ROOF TRUSSES SHALL NOT BE MORE THAN 24° ON CENTER. 2_ ATTACH TRUSSES TO SILL PLATE USING SIMPSON STRONG TIE -' OR EQUAL SEISMIC ANCHORS. 3. AI f 'WOOD ROOF FRAMING MEMBERS SHALL BE HEM -FIR #1 OR DOUG -FIR -LARCH #2 OR BETTER. 4- ROOF SHEATHING SHALL BE MINIMUM 19/32" THICKNESS C -C EXPOSURE 1 OR BETTER APA RATED PLYWOOD, NAILED TO TP.USSES WITH MINIMUM 10d NAILS AT 6' ON CENTER. NAILS MUST PENETRATE A MINIMUM OF 1 5/8' INTO ROOF FRAMING MEMBERS. 5_ PROVIDE 30AB ROOFING FELT OVER ROOF SHEATHING 12 "x12" MIN. STAINLESS STEEL ATTIC VENT, BOTH SIDES. 24' -4" ROOF PLAN_ COMPOSITE SHINGLE ROOF SCALE 1" = 2' -0" 6. ATTACHMENT BETWEEN SHINGLES SHALL BE DESIGNED BY MANUFACTURER TO RESIST WIND. 7. FINISH CEILING WITH 5/8° GYPSUM WALLBOARD MEETING THE REQUIREMENTS OF ASTM C630 -78. 8- PROVIDE 2'x2' ATTIC ACCESS. ACCESS DOOR TO BE SHEET ROCK COVERED AND INSULATED. 9. PROVIDE CRAFT PAPER FACED BATT P -38 INSULATION AT CEILING. 10. COLOR OF ROOF SHALL BE SELECTED BY OWNER FROM STANDARD COLOR CHART AFTER AWARD OF PROJECT. 11. ROOF SHALL BE CONSTRUCTED TO MEET THE BUILDING CODE REQUIREMENTS FOR THE CITY OF RENTON. 2" GALVANIZED PIPE FOR TELEMETRY ANTENNA. ANTENNA MAST SHALL EXTEND 10 FT. ABOVE ROOF LINE. TELEMETRY CONTRACTOR WILL ADJUST HEIGHT. ENGINE GENERATOR EXHAUST PIPE. SHINGLES SHALL MATCH THE STYLE USED ON ADJACENT f� HOUSING. PRE MANUFACTURED WOOD VENTILATION INTAKE LOUVER GABLE TRUSS ROOF FELT FRONT - OBLIQUE VIEW HURRICANE ANCHORS PLYWOOD SHEATHING (TYPICAL BOTH SIDES) 12 4 PROVIDE AND INSTALL CRAFT - PAPER BATT INSULATION BETWEEN - NOT TO SCALE REVISED TO CONFORM TO CON', J; TRUSSES, FULL CEILING. - CHANGE INSULATION GRADE TC INSTALL METAL DRIP EDGE _ • E PERIMETER OF REVI ALONG ENTIRE N0. THE ROOF. RHO E (2) 2x6 SILL PLATE } 5/8" SHEET ROCK J 2x6 ROUGH CEDAR FASCIA. E N G I N E R S '.i ROTH SIDES. PLANNERS SCIEINTISTS EASTWE 1/2" CCX ROUGH CEDAR PLYWOOD WITH 2" CONTINUOUS SOFFIT VENT, BOTH SIDES. DRAWING IS NOT TO SCALE SCALE 1" = 2' -0" A LS2 Ab REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE FASTEN TO ROOF WITH STAINLESS / STEEL HARDWARE. EMBED ANTENNA MAST IN GROUND MINIMUM OF 36" WITH 12" CONCRETE / COLLAR. c 1 A LS2 I I - WALLS i i - -- - - - - - - - - - - ENGINE GENERATOR EXHAUST SEE DWG LM4 FOR fSTACK. SPECIFICATIONS. TELEMETRY ANTENNA MAST. ^_ 2' -O,. i ROOF NOTES I 1. PREFA.BRICA77D WOOD TRUSSES AND CROSS- BRACING AND /OR BLOCKIr,3 BETWEEN TRUSSES SHALL BE DESIGNED AND CEO -- =?? BY MANUFACTURER TO MEET LOADING CRITERIA OF THE CITY OF RENTON SHOWN IN DWG. NO. GOI. P.E. STAMPED TRUSS CALCULATIONS AND TRUSS PLAN MUST BE PRO`'ODED BY MANUFACTURER. SPACING BETWEEN ROOF TRUSSES SHALL NOT BE MORE THAN 24° ON CENTER. 2_ ATTACH TRUSSES TO SILL PLATE USING SIMPSON STRONG TIE -' OR EQUAL SEISMIC ANCHORS. 3. AI f 'WOOD ROOF FRAMING MEMBERS SHALL BE HEM -FIR #1 OR DOUG -FIR -LARCH #2 OR BETTER. 4- ROOF SHEATHING SHALL BE MINIMUM 19/32" THICKNESS C -C EXPOSURE 1 OR BETTER APA RATED PLYWOOD, NAILED TO TP.USSES WITH MINIMUM 10d NAILS AT 6' ON CENTER. NAILS MUST PENETRATE A MINIMUM OF 1 5/8' INTO ROOF FRAMING MEMBERS. 5_ PROVIDE 30AB ROOFING FELT OVER ROOF SHEATHING 12 "x12" MIN. STAINLESS STEEL ATTIC VENT, BOTH SIDES. 24' -4" ROOF PLAN_ COMPOSITE SHINGLE ROOF SCALE 1" = 2' -0" 6. ATTACHMENT BETWEEN SHINGLES SHALL BE DESIGNED BY MANUFACTURER TO RESIST WIND. 7. FINISH CEILING WITH 5/8° GYPSUM WALLBOARD MEETING THE REQUIREMENTS OF ASTM C630 -78. 8- PROVIDE 2'x2' ATTIC ACCESS. ACCESS DOOR TO BE SHEET ROCK COVERED AND INSULATED. 9. PROVIDE CRAFT PAPER FACED BATT P -38 INSULATION AT CEILING. 10. COLOR OF ROOF SHALL BE SELECTED BY OWNER FROM STANDARD COLOR CHART AFTER AWARD OF PROJECT. 11. ROOF SHALL BE CONSTRUCTED TO MEET THE BUILDING CODE REQUIREMENTS FOR THE CITY OF RENTON. 2" GALVANIZED PIPE FOR TELEMETRY ANTENNA. ANTENNA MAST SHALL EXTEND 10 FT. ABOVE ROOF LINE. TELEMETRY CONTRACTOR WILL ADJUST HEIGHT. ENGINE GENERATOR EXHAUST PIPE. SHINGLES SHALL MATCH THE STYLE USED ON ADJACENT f� HOUSING. PRE MANUFACTURED WOOD VENTILATION INTAKE LOUVER GABLE TRUSS ROOF FELT FRONT - OBLIQUE VIEW HURRICANE ANCHORS PLYWOOD SHEATHING (TYPICAL BOTH SIDES) 12 4 PROVIDE AND INSTALL CRAFT - PAPER BATT INSULATION BETWEEN - NOT TO SCALE REVISED TO CONFORM TO CON', J; TRUSSES, FULL CEILING. - CHANGE INSULATION GRADE TC INSTALL METAL DRIP EDGE _ • E PERIMETER OF REVI ALONG ENTIRE N0. THE ROOF. RHO E (2) 2x6 SILL PLATE } 5/8" SHEET ROCK J 2x6 ROUGH CEDAR FASCIA. E N G I N E R S '.i ROTH SIDES. PLANNERS SCIEINTISTS EASTWE 1/2" CCX ROUGH CEDAR PLYWOOD WITH 2" CONTINUOUS SOFFIT VENT, BOTH SIDES. DRAWING IS NOT TO SCALE SCALE 1" = 2' -0" A LS2 Ab REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE FASTEN TO ROOF WITH STAINLESS / STEEL HARDWARE. EMBED ANTENNA MAST IN GROUND MINIMUM OF 36" WITH 12" CONCRETE / COLLAR. c 1 PROPOSED ELECTRICAL B MOl EQUIPMENT. SEE DWG LE4. - INTAKE LOUVER -� j\ i TRAILER WHEEL GUIDES. 2" 36" MIN x 1/4" STAINLESS STEEL BOLTED TO FLOOR WITH LEVELING 112" x 4" ANCHOR BOLTS. _ JACK f PROPOSED ELECTRICAL BUILDING CEILING EQUIPMENT. SEE DWG LE4. - HOSE CLEAR OF ENGINE GENERATOR j\ i TRAILER WHEEL GUIDES. 2" x 2" x 1/4" STAINLESS STEEL BOLTED TO FLOOR WITH ANGLE (9) 112" x 4" ANCHOR BOLTS. TYPICAL BOTH SIDES. LOCATE 2" AWAY FROM TIRES AFTER GENERATOR IS IN PLACE. i 4" YELLOW GUIDANCE STRIPS 20 PAINTED ON FLOOR. PAINT BE INSTALLED AFTER ENGINE GENERATOR IS IN PLACE. TO _ FIRE EXTINGUISHER AND FIRST AID KIT TO BE MOUNTED ON WALL, CLEARLY VISIBLE. RAIN CAP SHALL BE A MINIMUM OF 12" ABOVE ROOF \ AT THE MOUNTING BRACKET. STAINLESS STEEL MOUNTING BRACKET. EXHAUST PIPE SHALL BE A MINIMUM OF 6" FROM EAVE. EXISTING TR MOUNTED El GENERATOR 1 DELIVERED TO SI1 THE CITY OF REI LEVELING JACK EXHAUST �- ASSEMBLY LING JACK rmurUxu L nv,U ACCESS DOOR. EXHAUST SLIP FIT BELL AND HANG 6' STEP X IADOFR ON WALL ED ELECTRICAL NT. SEE DWG LE4. 48 "w x 60 "h MOTOR OPERATED DAMPER. LOUVERS AND DAMPERS, INC. MODEL AF4 -P OR APPROVED EQUAL. ROOF EXHAUST ASSEMBLY. SEE 3/8° RIGHT ANC PIPE CLAN w x 60 "h x 8 "d MOTOR =RATED ACOUSTICAL INTAKE 1VFR. LOUVERS AND APERS, INC. MODEL ACF -C1 APPROVED EQUAL. INCLUDE D SCREEN. LOUVER TO -N ON STARTUP OF EXHAUST J. PROVIDE EYEBOLT SECURED IN RAFTER BUILDING CEILING AND WIRE TO HOLD FLEXIBLE EXHAUST - HOSE CLEAR OF ENGINE GENERATOR BUILDING WALL WHILE BEING REMOVED_ \ EXHAUST FAN '\ G \� STAINLESS STEEL FLEXIBLE EXHAUST HOSE EQUAL TO MICROFLEX AF -SSDE HOSE WITH INSULATION JACKET. 'WELD 4 1 BOLT FLANGE TO EACH END OF FLEXIBLE HOSE. LENGTH AS NECESSARY. 20 EXHAUST ASSEMBLY EXHAUST FAN ASSEMBLY WHEEL GUIDES �\ (2) TIRE BLOCKS DOTH SIDES ENGINE GENERATOR ELEVATION Mot SCALE 1" = 2' -0" 3/16 STAINLESS HANGER CABLE. LAG BOLT TO RAFTERS. (TYP.) MAX. SPAN 54" (TYP.) TYPICAL 4 BOLT FLANGE WELDED TO EXHAUST PIPE. 1" FIBERGLASS EXHAUST INSULATION BLANKET. BLANKET SHALL RATED TO WITHSTAND A MINIMUM TEMPERATURE OF 1200'F. WRAP ENTIRE INTERIOR EXHAUST SYSTEM WITH 4 BOLT FLANGE (TYP.) INSULATION BLANKET. ENGINE EXHAUST DETAIL SCALE 1" = 1' -0" EXHAUST HANGERS (TYP.) 6' STEP LADDER GUIDANCE STRIPES ENGINE GENERATOR VIEW INTAKE LOUVER `\ BUILDING FLOOR AND l STEM WALLS WALL THIMBLE WITH BUGSCREEN. PER NFPA STANDARDS.` t R\ STAINLESS STEEL EXHAUST PIPE_ MINIMUM DIAMETER = 4 ". SEE SIZING NOTE BELOW. ,�- ENGINE GENERATOR ENGINE GENERATOR NOTES, 1. ALL EXHAUST COMPONENTS SHALL BE STAINLESS STEEL EXHAUST COMPONENT SIZES SHALL BE NO SMALLER THAN PRESENT IN THE EXISTING ENGINE GENERATOR. 2. CONTRACTOR SHALL VERIFY EXHAUST LOCATION ON EX(STTNG ENGINE GENERATOR PRIOR TG C- USFRUCTION Of BUILDING EXHAUST SYSTEM. CONSTRUCT EXHAUSC SYSTEM! TO, MATCH LOCATION OF EXISS iimi ----- t GENERATOR EXHAUST WHILE IN PARKED POSITION. 3. CONTRACTOR SHALL COORDINATE WFIH THE CITY OF RE14TON TO OBTAIN SPECIFIC , INFORMATION REQUIRED FOR THE COMPLETE INSTALLATION OF THE ENGINE GENERATOR. J BUILDING CEILING - - TRAILER MOUNTED HANGERS BUILDING WALL ENGINE GENERATOR EXHAUST FAN NOT TO SCALE NOTE: CONTRACTOR SHALL f— 20" --I 8" PROVIDE ADEQUATE SUPPORT FOR NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE O F�R 2�99 w I EXHAUST FAN AND LOUVER NOT TO SCALE ASSEMBLY. ROLL UP DOOR. SEE unG. N0. 20 C06 FOR DOOR DETAILS. (2) GALVANIZED °C' CHANNELS GRAVITY OPERATED COUNTER EXHAUST LOUVER 30" LONG_ LAG BOLT TO A BALANCED BACKDRAFT DAMPER. MINIMUM OF 2 RAFTERS. LOUVERS AND DAMPERS, INC. MODEL CBC OR APPROVED EXHAUST FAN ELEVATION EQUAL. SIZE TO FIT IN B M O1 DUCTWORK DIRECTLY ADJACENT "'- TO FAN. SCALE 1" = 2' -0" DOOR 48" x 48" x 12" ACOUSTICAL �� 1 3;16" GALVANIZED STEEL CABLE HANGERS. ATTACH EYE LOUVER. LOUVERS AND DAMPERS, INC. MODEL ACF -C1 f BOLTS TO EACH END. OR APPROVED EQUAL. REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10 FAN INTAKE SCREEN. NO. REVISION BY REVIEW1 I EXHAUST FAN. KANALFLAKT MODEL KDS26 OR APPROVED EQUAL. FAN BE RATED TO SUPPLY 6500 RH2 ENGINEERING, INC. F a H. s� Gab °y CFM AT 0.125 IN OF WATER. tNG i N E_ R S BOTHELLOFFICE _ TRANSITION DUCT WORK. SEE N N E R S JBBER MAT TO ACK STAND FLANGE DETAIL THIS SHEET. NTISTS EAST WENATCHEE OFFICE .9, 16727 Rg rstsI -P S. '8" CARRIAGE BOLTS. ONAL 01 K BOLTS INTO RUBBER DRAWING IS NOT i0 SCALE EXPIRES 8 2 O1 0 VAN SURFACE ON EXHAUST FAN OBLIQUE F BAR IS NOT 2" LONG LANGE. (3 TYPICAL) y-.1., „1 �. ,, NOT TO SCALE REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE O F�R 2�99 w I t a CULVERT REMOVAL AND STREAM RESTORATi \ SEE SCHEDULE B \ EXISTING 54" CULVERT- TO BE REMOVED BY OTHERS. EXISTING LIFT STATION, WET WELL. TO BE ABANDONED. SEE EXISTING PIPE SECTION TO BE O �� DEMOLITION PLAP'- REMOVED AFTER TRANSFER. SEE n 'DROP CONNECTION NOTE. \ STA 20 +09, 17' RT. n m._. — - �O 542631S APPROX. STA 20 +06.5. 211' LT. TIE INTO EXISTING 12" PE SEWER "1111MALL 1� 6i9 F R 3�00 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10%24%00 R112 ENGINEERING INC. DATE c r 12 "D 15 "D APPROX. 43 LF OF 12" PVC SEWER 5= 0.0051 -- -- - - -- -- - APPROX. 82 LF OF 12" PVC SEWER S= 0.0061 APPROX. LOCATION 0 TIE INTO MH #3. 48' ': DIA. CONE TOP -- EXISTING 12 PE MAIN. RIM 2C7.0 APPROXJ 1E ' CONNECT WITH 12" RE TO PVC iE 12" NEW IN 199.10 COUPLING. FERNCO OR APPROVED E 12" NEW OUT 199.00 EQUAL. CONTRACTOR TQ CONFIRM DEPTH FOR POSITIVE FLOW DIRECTION. "1111MALL 1� 6i9 F R 3�00 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10%24%00 R112 ENGINEERING INC. DATE c r — ROADWAY SECTION TO HE CONTINUOUS SHEET PILING EXISTING GRADE CONSISTENT WITH ROADWAY ,\ hROPOSED WET WELL \ IMPROVEMENTS. j PROPOSED DRY WELL CLEAN SAND/GRAVEL BACKFILL WITH LESS THAN 3% FINES, COMPACTED TO 90% 'IN MAXIMUM 6" LIFTS.1 F -� BACKFILL 24" BELOW STRUCTURES WITH STRUCTURAL FILL COMPACTED TO 95% DENSITY. REBAR MAT - :. 2 ' REBAR MAT L 24' 1 1 , DEWATER TO 24" BELOW. BOTTOM OF EXCAVATION BOTTOM OF EXCAVATION J 12° NATIVE SOIL LC3 SECTION_ 16 EACH 6" DIAMETER PIN PILES "= 5' CONSTRUCT TO ROADWAY SECTION SPEC. EXISTING STORM DRAIN J EXISTING FORCEMAIN J£° Y � S v BACKFILL STRUCTURAL FILL PROPOSED DRY WELL EXCAVATION DEWATERING TO BE DISCHARGED TO EXISTING SANITARY SEWER MANHOLE. IF FLOW RATES EXCEED 60 gpm, CONTRACTOR SHALL PROVIDE MEANS TO CLEAN WATER OF SILT AND DISCHARGE TO CREEK. FILTERING METHOD MUST BE APPROVED BY ENGINEER PRIOR TO IMPLEMENTATION. Y z Ps���.�== 3:,: °x.,.,- �`:<._W ---- � 1 MAINTAIN MINIMUM 12" SEPARATION BETWEEN SHORING MEASURES AND EXISTING FORCEMAIN. POTHOLE PRIOR TO SHEET PLACEMENT TO VERIFY LOCATION OF FORCEMAIN. REVISED TO CONFORM TO CONSTRUCTION RECORDS APPROXIMATE LOCATION OF 12" / MARK MILLER 10/24/00 _ DIAMETER DEWATERING WELL R112 ENGINEERING INC. DATE (CAPPED) / O Lc3 EXCAVATION PLAN 1 " =5' RXLL ,qmw 16i9 EXISTING ABANDONED FORCEMAIN REMOVED . EROSION CONTROL FENCE RIPRAP ARMORING EXISTING CREEK BED 12" 1960_ 4" SCH 80 PVC BACKFILL DRAIN, PERMANENT SECTION B LC3 1 " =5' Smo226316 214 ,P7,? I" = 10' SHADED AREAS INDICATE EXISTING SANITARY SEWER FACILITIES TO BE REMOVED OR ABANDONED. SEE LIFT STATION SITE PLAN FOR MORE DETAILS. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24�/00 '00 RI-12 ENGINEERING INC. �D -ATE L L s _® F�30:1,2 16' -?2 7 Aw, .............. -0,0 fu 51 I" = 10' SHADED AREAS INDICATE EXISTING SANITARY SEWER FACILITIES TO BE REMOVED OR ABANDONED. SEE LIFT STATION SITE PLAN FOR MORE DETAILS. REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24�/00 '00 RI-12 ENGINEERING INC. �D -ATE L L s _® F�30:1,2 16' -?2 7 'I- W (SEE NOTE 4) LIMES yr PIPE ZONL BACKFILL MATERIAL (SEE NOTE 5) 6 CONCRETE CLASS (SEE NOTE. 8) -� r FOUNDATION LEVEL\ �� -- \ IL (CLASS A DESIGN) —_ I- W (SEE NOTE 4) LIMITS OF PIPL ZONE SACK FILL MATERIAL (SEE NOTE 5) - u" BEDDING MATERIAL i FOR RIGID PIPE C (SEE NOTE 6) FOUNDATION LEVEL - -- — I A t (CLASS B, C, D, DESIGN) BEDDING FOR RIGID PIPE I- W (SEE NOTE 4) LIMITS OF PIPE ZONE I BEDDING MATERIAL FOR FLEXIBLE PIPE B (,SEE NOTE 7) FOUNDATION LEVEL ]- A (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE 2 -21 -91 RaNeee n, I DATE DIMENSION CLASS A 4" MIN. A 1/4 I.D. _' :AAX. B 1/4 O.D. BEDDING CLASS B + 112 O.D. CLASS DESIGN CLASS C CLASS D CLASS F ZERO " 1/B O.D. ZERO O.D. C 3/4 O.D. + A = 4" MIN. 27" I.D. 6 " MIN. OVER 1/2 O.D. AND UNDEk 27" LID. 1/8 O.D. O.D - PIPE BEDDING FOR SANITARY SEWER ADOPTED CITY OF RENTON STANDARD PLANS I.,`T DATE: 4/97 DWG. NAME: BWI8C SP PAGE 13077 6" MfN.i 6" MIN. / \t 6" MIN. _ F6" MIN. 1/2 BLIND FLANGE AS DAM L1/2 PLUG AS DAM D.I.P. TEE CL50 ONE LENGTH OF DUCTILE IRON TT PIPE (CLASS 50) TO SOLID -2" MIN. ONE LENGTH OF DUCTILE IRON BEARING WHEN SPAN TYPICP.L \ MANHOLE PIPE (CLASS 50) TO SOLID IS MORE THAN 4'. \ ` 1 6" MIN. BEARING WHEN SPAN —1 IS MORE THAN 4'. FLEXIBLE -_�" FLEXIBLE JOINT JOINT BACKFILL WI Tr, J T. 1. COMPACTED MATERIAL x I 1- _ -- BACKFILL WITH AS DIRECTED BY ,I f ¢ COMPACTED MATERIAL ENGINEER. I �i - 6" MIN. AS DIRECTED BY N ENGINEER. D.I.P. CI.50 6" MIN. IQI N WITH MIN. 4 ICI )' SHACKLE RODS .� F CEMENT CONCRETE CLASS C POURED IN PLACE CEMENT CONCRETE I (- CLASS C BLOCK 90' BEND POURED IN PLACE (TYTON U -651) _F. 1 DROP CONNECTION FOR SANITARY SEWERS D.I.P. 90' BEND 1..l— TYPICAL MANHOLE CL50(MJ X PE) � - - -- OUNDAT10iJ ADOPTED CONSTRUCTION CONCRETE ENCASED CITY OF RENTON DUCTILE IRON DROP CONNECTION DROP CONNECTION STANDARD PLANS t0 17 96 FAN"M text DCV AG I3I DATE: 12/96 3 6 95 ConecteE Text DCV AG 12 15 92 co,.eaea Text RTM DT DWG. NAME: BW18 SP PAGE: B075 DATE REVISION BY APPR Ir 1 /2' WEB 8 PL. 1/2" R 3" = 3/8 " NON -SKID PATTERN / CAST INTEGRAL C% -O= 7�f 26 -3/8" 25 -1/4" 24 L1_1 /4" 23-1/4" L3/4" FRAME (NON - LOCKING) COVER (NON - LOCKING) 33 -1/4" SEE DRAWING BR29 FOR 5/8" -11 N.0 X 1 : /t' SECTION A -A 1, STEPS TO BE 3/47 6 DEFORMED BAR GALVANIZED SAFETY - B S S. SOC. H0. CAP SCREW (3 E 1/2" TYP TYP NON-SKID' PATTERN T •• r 1_3/8•• 3/8 � 1-7/8" TYP �: - �.— � - ., SEAT _ - - - �� f 2 -1/2" I E.2., ARE INSTALLED - 25" 3- CASTING TO BE PER DRAWING BR29. RAISED LETTERS AS . REQ'D. SEE NOTE No.3 BELOW SECTION B -B - UNDERSIDE SHOWN FOR CLARITY 314" CORE (TYP.) ON 23" B.C. STEPS SHALL BE INCLUDED DRILL AND TAP 5/8 " -11 N.C. 1 -1/2" CORE (TYP.) (LOCKING) ON 23" B.C.(TYP. 3 PL.) FRAME (LOCKING) COVER (LOCKING) CONCRETE RISER BY PIPE INC., NOTES: MANHOLE FRAME AND COVER 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL ADOPTED L. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL. crrr OF F02MN 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY 'SEWER "), OR WATER (SPECIFY "WATER "). STANDARD PI96 12� MORTAR FILLET DWG. NAME: BR29 SP PAGE: 8074 MANHOLE FRAME AND COVER SEE DRAWING BR29 NOTES: ADJUSTMENT (4° MIN.) 1, STEPS TO BE 3/47 6 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL CONE 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED - RUBBEK GASKETED JOINTS 3- CASTING TO BE PER DRAWING BR29. IN ACCORDANCE WITH ASTM C -443 4- MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE- 5 ALL JOINTS SHALL BE GROUTED. STEPS - 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR STEPS SHALL BE INCLUDED SURFACES, INCLUDSNG CHANNELING, COATED (SEALED) WITH A HIGH cO IDS URETHANE COATING; CONCRETE RISER BY PIPE INC., WASSER MC- CONSEAL OR APPROVED EQUAL; OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. 7. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443- 8. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. MAX. PIPE SIZE 'E' 9- CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR N SEAL BOOTS OR APPROVED EQUAL. LADDER -STD. ALUMINUM OR GALVANIZED STEEL CONCRETE SHELF 'A' 1 'B' 'C' 'D' j E' 48" MH 48" 1 6° MIN. I 5 °MIN I 24" MIN. 21° I.u'. PRECAST BASE SECTION 54 MH 1 54° B° MIN. 5.5" MIN. 1 24" MIN. 24" I.D. I OR CAST IN SHELF. 60" MH 60" 6° MIN. 6" MIN. 42" MIN. 30" I.D. SANITARY MANHOLE TYPICAL DETAIL NOT TO SCALE SANITARY MANHOLE TYPICAL DETAIL ADOPTED CITY OF RENTON STANDARD PLANS I TO COMB? W. Se & M* MANHOLES ._m -- LSr DATE: 12j96 TEXT DCV AG NOTE MIT lE](T DCV AG REVISION BY AF r'R DWG. NAME: BR28 SP PAGE: 8071 REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE F R 3��o 3 low LL I 6ig I ADJUSTABLE STEM GUIDE AT MID— LENGTH 12" RESILIANT SEAT GATE VALVE FLANGED. BOLT TO OUTLET FLANGE WITH STAINLESS STEEL HARDWARE. PROVIDE SMOOTH PENETRATION THROUGH FLAT SLAB TOP NTH ROSIVE SLEEVE. VALVE BOX AND LID. SLIDE CRATE CHANNEL EXISTING PIPE TO � NEW OUTLET. CUT AND REMOVE EXISTING PIPE AT LIFT STATION CHANGE —OVER. STEM COUPLING FORM CHANNEL TO PROVIDE ROOM FOR SLIDE GATE TO OPERATE PROPERLY AND PREVENT SEWAGE FROM ACCUMULATING IN CHANNEL. PLUG ABANDONED PIPE. NOTCH MANHOLE TO SLIDE OVER EXISTING PIPE. GROUT NOTCH FULLY WATERTIGHT. CUT IN MANHOLE 6'x4' H2O RATED ACCESS DUAL HATCH EQUAL TO LW PRODUCTS HD -2. ALUMINUM DOOR, ONCR E L-FC.TRCAL EQUIPMENT STAINLESS STEEL HARDWARE, WATERTIGHT OR /- o PAD — DRAINABLE FRAME, RECESSED PADLOCK HASP, POLYPROPYLENE ENCAPSULATED SLP OR` TILE ':'� GREATER THAN DIMENSIONS OF PANELS. SPRING OR GAS SHOCK ASSIST OPENING. STEPS. TEPS. CHAMFER ?" ALL EXPOSED PLUMB FRAME DRAIN TO SUMP WITH SCH 40 DUAL SUMP PUMPS. CORNERS. i PVC. SECURE P E r0 VAULT WITH CLIPS. SEE DWG NO. LM2 EXTENDED SUMP \ MANLIFT BRACKET 7 i �) 00 10 3 LADDER i• FLOW O O O O U' © U 11 4 CORROSION RESISTANT 6'x6' H2O RATED DUAL ACCESS HATCH EQUAL TO LW PRODUCTS HD -4A. STAINLESS STEEL DOOR, STAINLESS STEEL HARDWARE, WATERTIGHT OR DRAINABLE FRAME, RECESSED PADLOCK HASP, SPRING OR GAS SHOCK ASSIST OPENING. CENTER ON MANHOLE LID. LADDER k-r i I it T 2 13` 14 7 r 3 z — INFLUENT PIPE —, 14 12 1 '— DEADMAN BLOCK 50' HOSE AND WALL / MOUNTED RACK INSTALL PRESSURE GAUGE, 0 -100 psi, PLAN VIEW 1/4" BRASS FITTINGS. INCLUDE BRASS ISOLATION VALVE AND VALVE 1" = 3' -0" FOR SIDE OUTLET BLEED. 201.5 -1 12 ACCESS HATCH /PROVIDE RISERS AS NECESSARY _ FINAL GRADE. SEE ROADWAY PLANS FOR PAVEMENT DETAILS. TO MEET GRADE. MI ".!MUV OF 6" RISER HEIGHT REQUIRED. 12" OC EW / f/ H2O RATED PRECAST CONCRETE VAULT EQUAL TO UTILITY VAULT 818 -LA. MINIMUM INSIDE DIMENSIONS OF 18'Lx8'Wx7'9 "H. / / ATTACH PUMP REMOVAL TOP RAIL SYSTEM PER MANUFACTURER'S RECOMMENDATION. / r� X201.5 I SHACKLE ROD, TYPICAL. SEE GENERAL NOTE #4. #4 REBAR Q 12" OC EW / 64' I 12 13 O (D ®0 ® 0 G) BEND SHACKLE 3.5' ROD TO 12" LEG IDEADMAN BLOCK. CONFIRM 24 WITH VAULT MANUFACTURER THAT WALL CAN HANDLE _ LOADING OVER BLOCK AREA (200psf) ADJUSTABLE SADDLE TYPE PIPE CONCRETE ELECTRICAL SUPPORT (NOT BOLT ( N) EQUAL TO SUPPORT PAD GRINNEL FIGURE 264. PROVIDE RISER EXTENDED SUMP WITH GALV OR PIPE AND BASE. PROVIDE (8) FOR THOSE ERR GRA fLgG. GRATING TO LOCATIONS SHOWN AT A MINIMUM. WITHSTAND 200psf. CLASS 1 DIVISION 1 SUBMERSIBLE NONCLOG PUMP WITH RAIL - REMOVAL SYSTEM. BOTH BY SAME MANUFACTURER. SEE SPECIFICAITIONS. GENERAL NOTES 1) PROVIDE FIRST AID KIT AND FIRE EXTINGUISHER AS DESCRIBED IN THE SPECIFICATIONS. 2) COAT INTERIOR OF WET WELL AS DESCRIBED IN THE "FINISHES" SECTION OF THE SPECIFICATIONS. 3) COAT EXTERIOR OF WET AND DRY WELLS NTH COAL TAR EPDXY AS DESCRIBED IN THE SPECIFICATIONS. 4) SHACKLE RODS SHOWN ARE TO BE EITHER (2) 3/4" RODS OR (4) 5/8° RODS PER PIPE RUN WHERE SHOWN. SHACKLE RODS BURIED AND PENETRATING INTO WET WELL TO BE STAINLESS STEEL OR EPDXY COATED. TOUCH UP ANY DAMAGE TO COATINGS. CONNECT RODS TO FITTINGS WITH DUC -LUGS OR EYE LUGS (SS IN YET WELL). 1 O1 (1) 6" DI PIPE (PExPE), 10 ft LENGTH 2O (1) 6" ECCENTRIC VALVE (MJxMJ) w /HAND101HEEL O3 (1) 6" DI PIPE, APPP.OX. 27" LENGTH 4O (3) 6" FCA 5O (1) 6" MAGNETIC METER (FLxFL) EQUAL TO HERSEY BEP MAGNETIC FLOW METER. SEE SPECIFICATIONS. © (1) 6" DI SPOOL, 42" LENGTH (FLxFL) (1) 6" DI TEE (FLxFL) w 11" IRS TAP FOR PRESSURE GAUGE O8 (2) 6" ECCENTRIC VALVE (FLxFL) w /HANDWHFEL O9 (1) 6" DI. SPOOL, 26" LENGTH (FLxFL) 10 (1) 6" DI 90• BEND (FLxFL) 1? (2) 6" LEVER & ARM TYPE CHECK VALVE (FLxFL) EQUAL TO M &H MODEL 159. SEE SPECIFICATIONS 12 (2) 6" DI PIPE, APPROX. 60" LENGTH 13 (2) 6" DI MJ SLEEVE, EXTEND BOTH PIPES MIN 2° PAST GASKET INTO SLEEVE BODY. 14 (2) 6" DI SPOOL (FLxPE) APPROX_ 63' LENGTH 15 (2) 6" DI 90' BEND (MJxFL) 16 (2) 6" DI SPOOL (FLxFL) 89" LENGTH_ CONTRACTOR TO VERIFY LENGTH BASED ON DIMENSIONS OF SUPPLIED PUMP BASE 90• BEND. CONFIRM WITH ENGINEER_ - ACCESS HATCH 12' INSIDE DIAMETER PRECAST CONCRETE MANHOLE BY PIPE INC OR EQUAL. INSIDE HEIGHT OF 17' -0 ". FLAT SLAB TOP AND BASE TO BE MINIMUM 12" THICKNESS. MANHOLE RATED FOR H2O LOADING, PROVIDE CON -SEAL OR EQUIVALENT GASKET AT ALL MANHOLE JOINTS_ ELEVATION_ 1" = 3' -0" #7 GRADE 60 REBAR DOWEL AT 18" OC / 16 EACH 6" DIAMETER PILING ATTACH STAND MOUNTED DISCHARGE ELBOW TO CONCRETE SLAB. SEE DETAIL. RAILING. SEE DWG NO. LM2 STAINLESS STEEL OR FIBERGLASS LADDER. SEE DWG NO. LM2 MAINTENANCE LANDING. SEE DWG NO. LM2 12" INFLUENT PIPE POLYPROPYLENE ENCAPSULATED MANHOLE STEPS. 11 STEPS AT 12" SPACING. BUILD UP SLOPING BOTTOM WITH CONCRETE OR GROUT. #5 REBAR MAT 12" EW #5 REBAR MAT 12" EW INSTALL PUMP TO MAINTAIN REMOVAL CLEARANCE. CONTRACTOR MUST DEMONSTRATE TO CITY THAT PUMP CAN BE REMOVED WITHOUT INTERFERENCE. TnD 111CIA/ NO SCALE VAULT WALL I 18" I 6" I j 36" WALL OF I min EXTENDED SUMP I ! I 'I 6„ STANDARD VAULT DRAIN TRENCH EXTENDED SUMP PLAN 1" = 2' -0" 16,9 F R 3il D REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE T-- INTERIOR VIEW *5=226319 NO SCALE Oi e� rV ti IN - 13' -8" 22" - DRYWELL WETWFLL INTAKE 3" SCH 80 PVC NOT TO BE USED, I \ I PLUGGED AT \ DRYWELL EXHAUST � WETWELL DRYWELL INTAKE POLLARD 8" SCH CL, OR C SCH 80 OR C900 PVC j C900 P`✓C } WETWELL EXHAUST 3" SCH 80 PVC A M } EXHAUST AND WATER 2 -0 SERVICE BOLLARD 1" PE WATER SERVICE } �I r -- - 3 0' / I NTAKE BOLLARD J � 2' -0" VENTILATION PLAN 1" = 3' -0„ PVC 90 INTAKE LOUVER. SEE PVC 90 EXHAUST BOLLARD EXHAUST BOLLARD BRING WET AND DRY WELL VENT L DETAIL CALLOUTS AND PIPING UP INTO BOLLARD AND EXHAUST LOUVER REINFORCING. TERMINATE WITH_90' KILL THROUGH LOUVERS. INTAKE BOLLARD 3' -6" DRYWELL I 2 �6 „ 7 V 0 �. -T�— 3' -4” II II DRYWELL Q Q x w w 0 WETWELL (2) 120V SUMP PUMPS. EACH MIN 45 GPM AT 10' HEAD. PLUMB TO WET WELL WITH 1%" PVC INCLUDING CHECK VALVE AND BALL VALVE. PROVIDE A UNION ON EACH STRAIGHT RUN. SECURE PIPE TO - - ! WALL WITH CLIPS. SET TO RUN AS LEAD AND LAG. PUMPS EQUAL TO PACO MODEL PIP 7010. 26" 3' SCH 80 PVC SECURE PIPE TO WALL. WITH I f STAINLESS STEEL HARDWARE. 3 1 X/ EQUALLY SPACED. 3" SCH 80 PVC 11' -0" / 0 0 o c CD � c w z w ? WETWELL INTAKE WETWELL EXHAUST 1" = 3' -0" 1" = S -O' EXHAUST BC 12" DEPTH OF STRUCTURAI COMPACTED TO 95% DEI 120V EXHAUST DUCT FAN. SIZE TO PROVIDE 400 GEM AT 1/2" H2O PRESSURE. PROVIDE BLADE GUARD SCREEN OVER INLET. VNUL a tLEVATION 1' = 3' -0" EXHAUST LOUVER. 12 "x12" LADDER 2" FIBERGLASS SQUARE TUBE INTERMEDIATE POST. ANCHOR TO LANDING WITH POST STAND. f/ LANDING GRATING 1 J ANGLE CLIP UNDER BEAM VENTILATION ELEVATIviv �SCHARGE.° SECURE UTOO PUMP 4 "x4 "xt /4" FRP WIDE 1" = 3' -0" WELL WALL WITH SS CLIPS. BOLLARD FLANGE BEAM 8" PVC DRY WELL EXHAUST MANUFT BRACKE (5) #4 REBAR BILCO "LADDER -UP" 7 LOOP Q 12° O.C. SYSTEM. INSTALL PER MANUFACTURER'S WITH NON - CORROSIVE l HARDWARE. PROVIDE BOTTOM HINGE 2" X 2" SQUARE ALUMINUM 21° RAILS WITH 1" DIAMETER SS PADLOCK HASP #4 VERT @ NON -SKID RUNGS CENTER LADDER ON 12" O.C. E.W. ACCESS HATCH - 112° RVC CONDUIT TO 3/4" REDUCED PRESSURE 6" MIN VAULT, USED FOR FREEZE DOUBLE CHECK VALVE --t PROTECTION HEAT TAPE ASSEMBLY _ ALL EXPOSED CORNERS. /V 20' WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID 1 DRY WELL LADDER ;Y 3/4" BRASS 6" MIN 1/8" SS ACCESS HOSE BIB HATCH PLATE 4' 46° W 2 UNEXPOSED U W SS HINGES a I 1. SUPPORT RP -DCVA NECESSARY FOR RIGID 31 INSTALLATION. 2. PROVIDE ALL CLEA JANCES REQUIRED FOR CROSS CONNECTION CONTROL EQUIPMENT. 3 PROVIDE PADLOCK II 26" 3' SCH 80 PVC SECURE PIPE TO WALL. WITH I f STAINLESS STEEL HARDWARE. 3 1 X/ EQUALLY SPACED. 3" SCH 80 PVC 11' -0" / 0 0 o c CD � c w z w ? WETWELL INTAKE WETWELL EXHAUST 1" = 3' -0" 1" = S -O' EXHAUST BC 12" DEPTH OF STRUCTURAI COMPACTED TO 95% DEI 120V EXHAUST DUCT FAN. SIZE TO PROVIDE 400 GEM AT 1/2" H2O PRESSURE. PROVIDE BLADE GUARD SCREEN OVER INLET. VNUL a tLEVATION 1' = 3' -0" EXHAUST LOUVER. 12 "x12" LADDER 2" FIBERGLASS SQUARE TUBE INTERMEDIATE POST. ANCHOR TO LANDING WITH POST STAND. f/ LANDING GRATING STAINLESS STEEL, MIN 14 go ANGLE CLIP UNDER BEAM (0.075 ") CONSTRUCTION. 4 "x4 "xt /4" FRP WIDE SIGHTPROOF, VANDALPROOF, SUPPORT BRACKET BIRDSCREEN. FLANGE BEAM t 18' MANUFT BRACKE UNI -HOIST WAIL SLEEVE. IDENTICAL TO CITY'S EXISTING BILCO "LADDER -UP" 7 EXTENDER. ALUMINUM SYSTEM. INSTALL PER MANUFACTURER'S WITH NON - CORROSIVE HARDWARE. PROVIDE BOTTOM HINGE 2" X 2" SQUARE ALUMINUM MOUNTED ALUMINUM ACCESS ALUMINUM LADDER FROM RAILS WITH 1" DIAMETER DOOR. VAULT MANUFACTURER. NON -SKID RUNGS CENTER LADDER ON RAILING ACCESS HATCH t GRATING VAULT ANCHOR TO FLOOR CONCRETE BOLLARD. CHAMFER _ ALL EXPOSED CORNERS. r' 3" PVC WET WELL EXHAUST WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID 1 DRY WELL LADDER ;Y CITY STANDARD KEY. r - EXHAUST AND WATER SERVICE BOLLARD SECTIONS ," PE WATER SERVICE 1" = V -0" 1" = 3' -0„ �,r I I ANGLE BRACKET \ (TYP) } _GRATING PLAN LANDING NOTES; 1. ALL FASTENERS TO BE EITHER FRP OR STAINLESS STEEL 2. LANDING TO BE CONSTRUCTED TO SUPPORT 200 psf DISTRIBUTED AND 600 lb POINT TOTAL LIVE LOADS RAILING (TYP) -f FRP ANGLE CLIP PORT FOR BEAM (TYP) FRP B 1.5 "x1.5" FRP GRATING. 3 PANELS. ANCHOR PANELS TO BEAMS WITH SS HOLDDOWN CLIPS AND BOLTS. MIN 4 CLIPS PER PANEL. 112" SS THREADED ROD EPDXIED IN WTH HILTI "HIT 100 ". BACK WITH GROUT. ATTACH RAILING- WITH SUPPORT PLATES AND ANCHOR BOLTS, MINIMUM OF TWO BOLTS PER END. BOLTS TO BE 3/8" SS DRILL AND EPDXY ANCHOR EQUAL TO HILT] "HIT C100 ", ALL SS HARDWARE, EMBED 4" MINIMUM. NOTCH WALL AS NECESSARY TO PROVIDE FLAT MOUNTING SURFACE. ACCESS HATCH WET WELL LID 193.33' I' BILCO "LADDER-UP" EXTENDER. ALUMINUM } WITH NON- CORROSIVE BOTTOM OBLIQUE !ffJ %1 j NO SCALE 5442631A LADDER 2" FIBERGLASS SQUARE TUBE INTERMEDIATE POST. ANCHOR TO LANDING WITH POST STAND. f/ LANDING GRATING ANGLE CLIP UNDER BEAM MARK MILLER 4 "x4 "xt /4" FRP WIDE f 12 (TYPICAL) 12" FLANGE BEAM t 18' 3"x3 %1 /4" FRP ANGLE UNI -HOIST WAIL SLEEVE. IDENTICAL TO CITY'S EXISTING 7 (TYPICAL 5) SYSTEM. INSTALL PER MANUFACTURER'S RAILING RECOMMENDATION. COORDINATE WITH CITY FOR DEMONSTRATION OF PROPER OPERATION. INSTALLATION t MUST NOT INTERFERE WITH HATCH OPERATION. IF LADDER SLEEVE CANNOT BE INSTALLED IN ACCESS OPENING WITHOUT INTERFERENCE TO HATCH, CORE DRILL LID AND INSTALL MAX 12" BACK FROM OPENING. �,r I I ANGLE BRACKET \ (TYP) } _GRATING PLAN LANDING NOTES; 1. ALL FASTENERS TO BE EITHER FRP OR STAINLESS STEEL 2. LANDING TO BE CONSTRUCTED TO SUPPORT 200 psf DISTRIBUTED AND 600 lb POINT TOTAL LIVE LOADS RAILING (TYP) -f FRP ANGLE CLIP PORT FOR BEAM (TYP) FRP B 1.5 "x1.5" FRP GRATING. 3 PANELS. ANCHOR PANELS TO BEAMS WITH SS HOLDDOWN CLIPS AND BOLTS. MIN 4 CLIPS PER PANEL. 112" SS THREADED ROD EPDXIED IN WTH HILTI "HIT 100 ". BACK WITH GROUT. ATTACH RAILING- WITH SUPPORT PLATES AND ANCHOR BOLTS, MINIMUM OF TWO BOLTS PER END. BOLTS TO BE 3/8" SS DRILL AND EPDXY ANCHOR EQUAL TO HILT] "HIT C100 ", ALL SS HARDWARE, EMBED 4" MINIMUM. NOTCH WALL AS NECESSARY TO PROVIDE FLAT MOUNTING SURFACE. ACCESS HATCH WET WELL LID 193.33' I' BILCO "LADDER-UP" EXTENDER. ALUMINUM } WITH NON- CORROSIVE BOTTOM OBLIQUE !ffJ %1 j NO SCALE 5442631A HARDWARE. 7' -8° LN 0.� +� � ■ WET WELL LADDER 1" = S -0„ LADDER 2" FIBERGLASS SQUARE TUBE INTERMEDIATE POST. ANCHOR TO LANDING WITH POST STAND. f/ LANDING GRATING REVISED TO CONFORi 7 TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 f 12 DATE 12" t 18' LANDING BEAM HARDWARE. 7' -8° LN 0.� +� � ■ WET WELL LADDER 1" = S -0„ REVISED TO CONFORi 7 TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE RAILING DETAIL 1" = S -0" C, I ti N c Li DRY WELL CONCRETE ANCHOR L 2' -0" DRY W PROVIDE _ _ -- TOP 11 AND BOTTOM FACE. 3" CLR 22' -0" DRYWELL WALL J ANCHORING P N 1" - -0„ 6 DRY WELL RISER DRY WELL BASE 3/4" DIA SS 'L' ROD EMBEDDED IN CONCRETE ANCHOR. i 20" i ANCHORING ELEVATION 1" = 3' -0" ANCHOR M3 AND STRAP N ALL SHOWN ONAPLAN.R BOLTS VIEW FROM BOTTOM. NO SCALE WET WELL J CONCRETE BOTTOM FIAT IRON STRAP TYPICAL WFT ­11 1 e_ 16 OF 6" DIAMETER PIN PILING RAh;SDUCER CABLE i 19� 3_33 i <N:DING ,in -- TRANSDUCE=R LEVELS HIGH LEVEL ALARM Is 1� 90.8'_ LAG START 188.5, LEAD START 1 PUMP STOP LOW LEVEL ALARM Ag � 1 - 86.5_ W'E WETLL BOTTOM &-\ 185.00 SEE DWG NO. E03 FOR PLAN VIEW PLACMENT OF FLOATS AND TRANSDUCER_ 4" DI SCH 40 PVC PIPE. 1 MOUNT FLUSH WITH BOTTOM OF WET WELL. MOUNTED ON HAND 36" RAIL. - 183.33_ LANDING SECURE TO WALL WITH STAINLESS STEEL CLAMPS AT 24" OC. LEVEL TRANSDUCER 45' BEVEL -CUT BOTTOM OF PIPE STARTING AT CENTERLINE WETWELL BOTTOM , 1 TRANSDUCER CONTROL STAINLESS STEEL WALL MOUNTING BRACKET FOR FLOATS. SCIENTIFIC TYPE No. S -4 OR APPROVED EQUAL. 1" = 3' -0" 0 400 800 1200 SELECTION FLOW RATE (gpm) PUMP INdI SHOWN A R PACO 415 -51, 1750 rim PUMP SELEC ETON � AND IS Ij���' -QED AS.A;R€�R€'dCE ONLY. OTHER � PUMP MODELS AND BRANDS MAY BE ALLOWED I PROVIDED: THEY COMPLY WITH THE! PLANS AND NO SCALE 2426 'or$ SPECIFICAVONSI AND JPOSESS EQUAL OR BETTER PERFORMANCE CHRACTERISTICS 11 AS DETERMINED BY THE ENGINEER. " 16,9 FR REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00 NO. REVISION RY REVIEW DATE T__ _. v„_ ,__. "�_.' RH2 ENGINEERING. INC1 Vag , 0 INEERS BOTHELL OFFICE NNER S NTISTS EAST WENATCHEE OFFICE 16727 ReICISTSS' SIGNED: 4� DRAWING IS NOT TO SCALE 10NAL 06/12198 IF BAR IS NOT 2" LONG ����u SPIRES a z of O 1' 2" R Vity aa.J o - Devil's Elbow v va Sewer and Roadway Improvements - Schedule A REVISED TO CONFORM p p��g p p p� TO CONSTRUCTION RECORDS ANCHORING DETAILS AND MARK MILLER 10/24/00 WET WELL LG V EL CONTROL RH2 ENGINEERING INC. DATE J06 PIU. FlLE LnIfMEER H!'NFNEO On?t S::ALF', NlOI I7WG tJ0 S11t:[i 196.024 DE -S3R RCP I TVP I DEC 07, 2000 1 SHOWN 36 1 LM3 1 25w,32 �I N N P FLOAT LEVELS FLOAT (TYP) 1 91.0' HIGH ALARM 1- 89.0' PUMP START 1_ 86.8' PUMP STOP 1- 86.3' LOW ALARM FLOAT CONTROL 1" = 3' -0" 0 400 800 1200 SELECTION FLOW RATE (gpm) PUMP INdI SHOWN A R PACO 415 -51, 1750 rim PUMP SELEC ETON � AND IS Ij���' -QED AS.A;R€�R€'dCE ONLY. OTHER � PUMP MODELS AND BRANDS MAY BE ALLOWED I PROVIDED: THEY COMPLY WITH THE! PLANS AND NO SCALE 2426 'or$ SPECIFICAVONSI AND JPOSESS EQUAL OR BETTER PERFORMANCE CHRACTERISTICS 11 AS DETERMINED BY THE ENGINEER. " 16,9 FR REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 10/24/00 NO. REVISION RY REVIEW DATE T__ _. v„_ ,__. "�_.' RH2 ENGINEERING. INC1 Vag , 0 INEERS BOTHELL OFFICE NNER S NTISTS EAST WENATCHEE OFFICE 16727 ReICISTSS' SIGNED: 4� DRAWING IS NOT TO SCALE 10NAL 06/12198 IF BAR IS NOT 2" LONG ����u SPIRES a z of O 1' 2" R Vity aa.J o - Devil's Elbow v va Sewer and Roadway Improvements - Schedule A REVISED TO CONFORM p p��g p p p� TO CONSTRUCTION RECORDS ANCHORING DETAILS AND MARK MILLER 10/24/00 WET WELL LG V EL CONTROL RH2 ENGINEERING INC. DATE J06 PIU. FlLE LnIfMEER H!'NFNEO On?t S::ALF', NlOI I7WG tJ0 S11t:[i 196.024 DE -S3R RCP I TVP I DEC 07, 2000 1 SHOWN 36 1 LM3 1 25w,32 �I N N P 1 EXISTING EXISTING PRIMARY J_ EXISTING CT'S 12.47 KV, 34 MCTER I r �Tl� DISTRIBUTION I � CONDUCTORS NEW PAD - MOUNTED CL!STGMER- OWNED TRANSFORMER 12.47 KV - PRIMARY FUSES J 277/480V 3s 225 KVA T 250 AMP idiCLOED CASE THERMO- MAGNETIC CIRCUIT BREAKER 15KVA, 30 WITH A 4 -WIRE, 3 -PHASE SURGE �. 480VA, 3o 08Y SEC ARRESTER. MINI -POWER CENTER i SL — — — -- — — — — — -- — — — — — N GENERATOR BUILDING GROUNDING PER N.E.0 \ A Z5 KW, 30, 208V \ \\ HEATER z � _ MODIFY EXISTING EG � ° 40A CONTROL FOR �� w z AUTOMATIC OPERATION WITH NEW C1 //5\ u TRANSFER + ATS. -r - -- - 1 -_ ® _ So-TcIIT 1 60A VFD 44 M 120V, 74, 7/8 HP 600V, 3P, 225 AMP 40A/3P /7 20A/3P 208V, 34, 3 HP JUNCTION N �_d_ Y ._ 20A BOX 3 GFI Z 15A REMOTE 175A N CONTROL 100KW c L L L L 1 EXISTINC TRAILER MOUNTED + PC GENERATOR SET enxr nn 120V, FLUORESENT /� r s_HOA_ L, BATTERY CHARGER STANDARD 20 AMP, 70W, 120V, MH C4 RADIATOR HEATER GROUNDED PLUG 8 TELEMETRY RADIO - TELEMETRY RADIO IN ENCLOSURE NEW CONDUIT NEW JCT EXISTING EXISTING NEW JCT ^- NEW JCT PROVIDED BY OTHERS. PROVIDE 15 AMP BOX EXISTING CONDUIT C JCT BOX AT BOX _ —BOX _ —BOX POWER CIRCUIT TO ENCLOSURE. EXISTING CONDUIT - CONDUIT AND CONDUCTOR SCHEDULE NEW CONDUIT RACEWAY LABEL - SEE CONDUIT AND CONDUCTOR SCHEDULE ABOVE. RE -USE EXISTING 4" CONDUIT WHERE POSSIBLE AND SHOWN ON PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS i MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE �,��,�, -• �s�,_ Ada' GENERATOR CABLE SCHEDULE DESCRIPTION DESCRIPTION DEVICE TERMINATION 1* 4" GRC, (3) - #1 /0 15 KV CABLE UTILITY CT ENCLOSURE PAD -MOUNT 2 3" GRC, 4 - #4/0 SERVICE DISCONNECT PAD -MOUNT 3 112" GRC, 7 - #14 CONTROL PLUG TELEMETRY 4 3" GRC, 4 - #4/0 SERVICE DISCONNECT AUTO TRANSFER S;Y!TCH 5 3/4" GRC, 5 - #14 CONTROL ORE EG CONTROL PLUG AUTO TRANSFER SWITCH 6 Y GRC, 4 - #4/0 EG POWER PLUG _ AUTO TRANSFER SWITCH 7 1" GRC, 3 - #8 + GROUND AUTO TRANSFER SWITCH MINI -POWER CENTER 8* 4" GRC, 3- #250MCM + #2 CU NEUTRAL AUTO TRANSFER SWITCH MCC - MAIN BREAKER 9 1" GRC, 3 - #8 + GROUND ELECTRICAL HEATER MINI -POWER CENTER 10 1" GRC, 3 - #8 + GROUND ELECTRICAL HEATER PANEL L 11 3/4" GRC, 2 - #12 + GROUND WET WELL LIGHT PANEL L 12 2" GRC, 3 - - #4 + GROUND, 4 - #14 JUNCTION BOX VFD 1 13 2" GRC, POWER & CONTROL JACKETED CABLE PUMP MOTOR JUNCTION BOX 14 2" GRC, 3 - #4 + GROUND, 4 - #14 JUNCTION BOX VFD 2 15 2" GRC, POWER & CONTROL JACKETED CABLE PUMP MOTOR JUNCTION BOX RACEWAY LABEL - SEE CONDUIT AND CONDUCTOR SCHEDULE ABOVE. RE -USE EXISTING 4" CONDUIT WHERE POSSIBLE AND SHOWN ON PLANS. REVISED TO CONFORM TO CONSTRUCTION RECORDS i MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE �,��,�, -• �s�,_ Ada' GENERATOR CABLE SCHEDULE DESCRIPTION LENGTH PLUG TYPE Cl 7 -WIRE TYPE TC (14 GAUGE) (AERATOR _` CONTROL CABLE WITH SO INSULATION COVER- 35 FEET SEE NEW EQUIPMENT SCHEDULE ON DWG NO. LE4. C2 (3/0 -4 WITH GROUND) CABLE MH-f TYPE G INSULATION COVER. MINIMUM RATING 225 AMPS. 35 FEET SEE NEW EQUIPMENT SCHEDULE ON DWG NO. LE4. C3 (12 -2 WITH GROUND) SO CORD 35 FEET 20AMP GROUNDED PLUG C4 7 -WIRE TYPE TC (14 GAUGE) TELEMETRY CONTROL CABLE WITH SO INSULATION — 35 FEET SEE NEW EQUIPMENT SCHEDULE ON DWG NO. LE4. 31 TOTAL FULL LOAD AMPS DRY WELL INTERIOR ® CABLE LABEL - SEE GENERATOR CABLE SCHEDULE ABOVE. S426300c; 3P -150A 3P -15OA 4$OV 480V 42 KAiC 42 KAIC I CONCRETE PAD PER TRANSFORMER M2 -CPT MANUFACTURER -- NOTE 2 -- RECOMMENDATION. VFD VFD POWER SERVICE - 277/480, 30, 80 Hz 3P -60A 20A M7 -CPT _ 480V 50A /2P NOTE 2 42 KAIC ` 3P 2P -125A -225A 480V 480V 42 KAIC l 42 KAIC S426300c; 3P -150A 3P -15OA 4$OV 480V 42 KAiC 42 KAIC I CONCRETE PAD PER TRANSFORMER M2 -CPT MANUFACTURER -- NOTE 2 -- RECOMMENDATION. VFD VFD POWER SERVICE - 277/480, 30, 80 Hz CONNECTED LOAD KVA AMPS PUMP 7 (50hp VFD) 54.0 65 PUMP 2 (50hp VFD) 54.0 65 LIFT STATION LOAD 25.0 52 GENERATOR BUILDING LOAD 15.0 31 TOTAL FULL LOAD AMPS 213 Amps NEW TELEMETRY ENCLOSURE 120V J M_ -- PROVIDED BY OTHERS. , 10, i/2 HP PUMP CORDS (1 POWER AND 1 INSTALLED BY CONTRACTOR PUMP CONTROL, TYPICAL) THIS CONTRACT. EXPLOSION PROOF FITTING M ;, L ; (TYPICAL) 120V, 10,-1/2 HP 200 W, 120V -_ PUMP DEH M ;'i �I M L . �� �` UMIDIFIER 1000 W, 120V PUMP #1 PUMP #2 10OW, 120V, FLUORESCENT 48OV, 30, 50HP 48OV, 30, 50HP _ WET WELL INTERIOR ONE -LINE DIAGRAM SEE DWG NO. LE3 FOR CONDUIT FLOATS _ CLASS 1, DIVISION 1 AREA NO SCALE AND CONDUCTOR SIZE. TRANSDUCER DEVICE OR EQUIPMENT TERMINAL WIRING CONNECTED - -- - BUS WIRING EQUIPMENT /DEVICE ENCLOSURE PLUG -IN CONNECTION THERMAL MAGNETIC BREAKER MAGNETIC BREAKER ONLY FUSE CURRENT TRANSFORMERS POWER TRANSFORMER CONTROL POWER TRANSFORMER THERMAL OVERLOAD CONTACTOR GROUND CONNECTION S SOLID NEUTRAL N 10 j MOTOR -NO. = HORSEPOWER 3/4" x 8' COPPER CLAD STEEL GROUND RODS. (TYP. OF 4) - -� - -- - - #2 SOFT DRAWN COPPER CABLE BURIED 1' -0" ALL ` AROUND PAD. BOND TO TRANSFORMER ENCLOSURE, TO CONCENTRIC NEUTRAL OF PRIMARY CONDUCTORS AND TO GROUNDING ELBOW PIGTAILS. GRO'U'NDING DETAIL FOR TRANSFORMER NO SCALE A -", `' - Z, ,, /C FAN P 6„ a p, o. . v NEW ❑GHT FIXTURES. v v v v v v v v v c v v v v v'. v v 1; v v I� Al \ Al V v, .v ' v HVAC CONTROL PANEL ° ° - -- v ., CONDUITS NOT SHOWN iN THIS VIEW '4 ..n a s a'1 a s 4: 7 DRY WELL VAULT - SECTION A LE2 1" = 2' -0" LIGHTING FIXTURE SCHEDULE MANUFACTURER TYPE DESCRIPTION NAME CATALOG N0, TYPE /SIZE _ - REVISED TO CONFORM TO CONSTRUCTION RECORDS HIGH PRESSURE SODIUM, LARGE WALL LIGHT, 17" SQUARE, NEW HEATING THERMOSTAT 10/24/00 N0. REVISION BY DIE - FORMED ALUMINUM HOUSING, ALUMINUM REFLECTOR, CLEAR DATE EG BUiLDING. HPS Al GLASS LENS, TYPE 2 DISTRIBUTION, DARK BRONZE POLYESTER DAYBRITF WLL20HSMT 150 WATT POWER FINISH, 120 VOLT TO NEW ELECTRICAL HANDHOLE. SCIENTISTS EAST WENATCHEE OFFICE I (INCANDESCENT, INDUSTRIAL, EXPLOSION PROOF, CLASS 1, DIVISION A2 CEILING MOUNTED WITH GLOBE GUARD AND 30' ANGLE CROUSE HINDS EVCX2157 PS -30 200 WATT REFLECTOR. NEW MCC , 11 UTILITY VAULT MODEL 233 -LA WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. OVoVOVOVOVOVQ�,Q 0 0 0 0 0 0 0 I GROUND RODS PER NEC ELECTRICAL CONSTRUCTION NOTES WEATHERPROOF SWITCH FOR WET WELL LIGHT. MOUNT TO ACCESS HATCH IN LOCATION THAT WILL NOT INTERFERE WITH CLOSING OF THE ACCESS HATCH DOORS. WEATHERPROOF DUPLEX GFI RECEPTACLE. MOUNT TO ACCESS HATCH IN LOCATION THA� WILL NOT INTERFERE WITH CLOSING OF THE ACCESS HATCH DOOR. -- 11 1" GRC TELEMETRY CONDUIT 14 GROUND CONDUCTOR - TELEMETRY PANEL - -- - -- RECEPTACLE (TYPI (TYPICAL) WP' 'GF1 Op WET WELL LIGHT SWITCH M e" I � r B � - 1 LE2 - - - LE2 L — — - - - �Z"- - L ACCESS HATCH INTRUSION SWITCH GP-, 0 - i NEW SEWER FORCEMAIN. SEE O 10 _ © M SITE PLAN FOR CONTINUATION. f / J. �T; At L T J ` WP GFI Al NEW ELECTRICAL HEATER REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE NEW LIGHT FIXTURE--- 1/2" GRC TO BOLLARD FOR HEAT TAPE. 1" = 2' -0" GFI 'HERS. WP J NEW CONDUIT DRAIN PIPE. SEE DWG NO. LE3 FOR DETAILS. T L SYMBOL SCHEDULE DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (WATERPROOF WHERE INDICATED WITH WP) - GFI RATFD DEDICATED SINGLE OUTLET GFI RATED RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (FOR SUMP PUMPS AND DEHUMIDIFIER). DUPLEX RECEPTACLES NOT ACCEPTABLE. WEATHERPROOF SWITCH, 120VAC, 20 AMP JUNCTION BOX SIZED PER NEC. SPOT LIMIT SWITCiI THERMOSTAT LIGHT FIXTURE POWER CONDUIT ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. 2. ALL 240 /120VAC WIRING SHALL BE TYPE THHW INSULATION, INSULATED FOR 600V. SIZE AS NOTED ON DRAWINGS. 3. 480V WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120V (AND OTHER VOLTAGE) CIRCUITS. 4. ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. LIMPS WITH 5. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. ECEPTACLE FOR CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION EACH PUMP. THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. 6. LOCATE ALL LIGHT FIXTURES RECEPTACLES SWITCHES AND DRY WELL VAULT - SECTION DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING B SCALE UNLESS DIMENSIONED. LE2 = 2' -0" 7. THE MCC SHALL BE MOUNTED ON CONCRETE HOUSEKEEPING PAD AND SECURED BY ANCHOR BOLTS TO PAD AND WALL. 8. LIQUID -TIGHT FLEXIBLE CONDUIT (SAME SIZE AS RIGID CONDUIT) SHALL BE USED AT MOTOR CONNECTIONS IN DRY WELL. ACCESS HATCH OUTLINE SEE DWG NO. LE6 FOR CONTROL LOGIC. NEW IN -LINE EXHAUST FAN DODO VDO CLASS 1 DIVISION 1 AREA UTILITY VAULT MODEL 233 -LA WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. NE TELEMETRY JUNCTION BOX. SEE DWG NO. LE4. ROLL 16,9 Ilk F R 3io)g,, i ! I Al ROUTE FLEXIBLE CONDUIT TO FACILITATE EASE OF MOTOR AND : QUIPMENT MAINTENANCE. 9. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. NEW EQUIPMENT LEGEND 0 ELECTRICAL WALL HEATER - 1OKW, 240 VOLT, 1 PHASE 34,000 BtuH, ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET. MOUNT PER MANUFACTURER'S RECOMMENDATION. DAYTON HEAVY -DUTY MODEL OR APPROVED EQUAL. PROVIDE WITH WALL MOUNTED THERMOSTAT ADJUSTABLE BETWEEN 50' TO 807. THERMOSTAT SHALL HAVE A ROOM TEMPERATURE THERMOMETER. SET THERMOSTAT AT 557. © EXHAUST DUCT FAN - 1/4 HP, 115V, 1 PHASE, 2 SPEED MOTOR, INLINE EXHAUST FAN. SEE MECHANICAL PLAN FOR ADDITIONAL DETAILS. SEE DWG NO. LE6 FOR CONTROL AND WIRING DETAILS. CDC COOLING THERMOSTAT - SNAP ACTION, SPST LINE VOLTAGE AIR SWITCH CONTROLLER RATED FOR 1HP MOTOR. RANGE: - 30- 100'F. SET AT 75'F. HONEYWELL MODEL T631CII03 OR APPROVED EQUAL. O SUMP PUMP - 113 HP, 115V, 1 PHASE SUMP PUMP WITH INTEGRAL FLOAT AND DEDICATED PLUG -IN SINGLE RECEPTACLE. (TYPICAL OF 2) I O LOW TEMPERATURE DEHUMIDIFIER - 7.7 AMP, 115V, 1 PHASE, 0.7 PINTS PER HOUR @ 807 RELATIVE HUMIDITY AND 557 TEMPERATURE. EBCO OASIS MODEL OD 3800HG OR APPROVED EQUAL. PROVIDE WITH MOUNTING FIBERGLASS SHELVE MOUNTED TO WALL FOR SUPPORTING THE DEHUMIDIFIER. PROVIDE WITH RUBBER DRAIN HOSE AND FITTINGS TO SUMP PIT. NEW WETWELL LIGHT FIXTURE. MOUNT _ - REVISED TO CONFORM TO CONSTRUCTION RECORDS L� NEW HEATING THERMOSTAT 10/24/00 N0. REVISION BY 1" TELEMETRY CONDUIT FROM DATE EG BUiLDING. LIGHT TOWARDS THE MIDDLE OF THE WETWELL. RH2 ENGtNEERING. INC. �� H X `A NEW 4" PVC CONDUIT FOR g SERVICE FEEDERS. PLANNERS TO NEW ELECTRICAL HANDHOLE. SCIENTISTS EAST WENATCHEE OFFICE SEE DWG NO. LC2. ucxxx`,x1IONU DRAWING $ NOT TO SCALE �'XX�4Cxl — �7cSCR7cAI IF BAR IS NOT 2" LONG O I.. 91S:1.h.X'I" J —s s� f ifu of Renton - Devil's Elbow Sewer and Roadway Improvements - Schedule A LIFT STATION POWER PLAN REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE NEW LIGHT FIXTURE--- 1/2" GRC TO BOLLARD FOR HEAT TAPE. 1" = 2' -0" GFI 'HERS. WP J NEW CONDUIT DRAIN PIPE. SEE DWG NO. LE3 FOR DETAILS. T L SYMBOL SCHEDULE DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (WATERPROOF WHERE INDICATED WITH WP) - GFI RATFD DEDICATED SINGLE OUTLET GFI RATED RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (FOR SUMP PUMPS AND DEHUMIDIFIER). DUPLEX RECEPTACLES NOT ACCEPTABLE. WEATHERPROOF SWITCH, 120VAC, 20 AMP JUNCTION BOX SIZED PER NEC. SPOT LIMIT SWITCiI THERMOSTAT LIGHT FIXTURE POWER CONDUIT ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. 2. ALL 240 /120VAC WIRING SHALL BE TYPE THHW INSULATION, INSULATED FOR 600V. SIZE AS NOTED ON DRAWINGS. 3. 480V WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120V (AND OTHER VOLTAGE) CIRCUITS. 4. ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. LIMPS WITH 5. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. ECEPTACLE FOR CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION EACH PUMP. THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. 6. LOCATE ALL LIGHT FIXTURES RECEPTACLES SWITCHES AND DRY WELL VAULT - SECTION DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING B SCALE UNLESS DIMENSIONED. LE2 = 2' -0" 7. THE MCC SHALL BE MOUNTED ON CONCRETE HOUSEKEEPING PAD AND SECURED BY ANCHOR BOLTS TO PAD AND WALL. 8. LIQUID -TIGHT FLEXIBLE CONDUIT (SAME SIZE AS RIGID CONDUIT) SHALL BE USED AT MOTOR CONNECTIONS IN DRY WELL. ACCESS HATCH OUTLINE SEE DWG NO. LE6 FOR CONTROL LOGIC. NEW IN -LINE EXHAUST FAN DODO VDO CLASS 1 DIVISION 1 AREA UTILITY VAULT MODEL 233 -LA WITH GALVANIZED DIAMOND PLATE COVER WITH LOCKING LATCH. NE TELEMETRY JUNCTION BOX. SEE DWG NO. LE4. ROLL 16,9 Ilk F R 3io)g,, i ! I Al ROUTE FLEXIBLE CONDUIT TO FACILITATE EASE OF MOTOR AND : QUIPMENT MAINTENANCE. 9. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALL OR CEILING. NEW EQUIPMENT LEGEND 0 ELECTRICAL WALL HEATER - 1OKW, 240 VOLT, 1 PHASE 34,000 BtuH, ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET. MOUNT PER MANUFACTURER'S RECOMMENDATION. DAYTON HEAVY -DUTY MODEL OR APPROVED EQUAL. PROVIDE WITH WALL MOUNTED THERMOSTAT ADJUSTABLE BETWEEN 50' TO 807. THERMOSTAT SHALL HAVE A ROOM TEMPERATURE THERMOMETER. SET THERMOSTAT AT 557. © EXHAUST DUCT FAN - 1/4 HP, 115V, 1 PHASE, 2 SPEED MOTOR, INLINE EXHAUST FAN. SEE MECHANICAL PLAN FOR ADDITIONAL DETAILS. SEE DWG NO. LE6 FOR CONTROL AND WIRING DETAILS. CDC COOLING THERMOSTAT - SNAP ACTION, SPST LINE VOLTAGE AIR SWITCH CONTROLLER RATED FOR 1HP MOTOR. RANGE: - 30- 100'F. SET AT 75'F. HONEYWELL MODEL T631CII03 OR APPROVED EQUAL. O SUMP PUMP - 113 HP, 115V, 1 PHASE SUMP PUMP WITH INTEGRAL FLOAT AND DEDICATED PLUG -IN SINGLE RECEPTACLE. (TYPICAL OF 2) I O LOW TEMPERATURE DEHUMIDIFIER - 7.7 AMP, 115V, 1 PHASE, 0.7 PINTS PER HOUR @ 807 RELATIVE HUMIDITY AND 557 TEMPERATURE. EBCO OASIS MODEL OD 3800HG OR APPROVED EQUAL. PROVIDE WITH MOUNTING FIBERGLASS SHELVE MOUNTED TO WALL FOR SUPPORTING THE DEHUMIDIFIER. PROVIDE WITH RUBBER DRAIN HOSE AND FITTINGS TO SUMP PIT. NEW WETWELL LIGHT FIXTURE. MOUNT _ - REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MLM 10/24/00 N0. REVISION BY REVIEW DATE REFLECTOR TO DIRECT LIGHT TOWARDS THE MIDDLE OF THE WETWELL. RH2 ENGtNEERING. INC. �� H X `A ENGINEERS PCTHEI_L OFFICE PLANNERS SCIENTISTS EAST WENATCHEE OFFICE 16727 R6CISTSST�t SIGNED: 06112, 198 EXPIRES 8/2/01 ucxxx`,x1IONU DRAWING $ NOT TO SCALE �'XX�4Cxl — �7cSCR7cAI IF BAR IS NOT 2" LONG O I.. 91S:1.h.X'I" J —s s� f ifu of Renton - Devil's Elbow Sewer and Roadway Improvements - Schedule A LIFT STATION POWER PLAN /2 . . 5 z?"Z" /t3 ORE I DEC 07, 2000 1 SHOWN 1 (v W NEW EQUIPMENT LEGEND OWET WELL FLOAT SWITCHES - ANCHOR SCIENTIFIC, INC ROTO -FLOAT TYPE S OR APPROVED EQUAL. PROVIDE SUFFICIENT CABLE LENGTH TO EXTEND FROM 3LTTOM OF WET WELL TO JUNCTION BOX PLUS 5' OF LOOPED SLACK FOR ADJUSTMENT. © WET WELL LEVEL TRANSMITTER - Krr ^Si MODEL 720 - 140 - 0005 -009 WITH CABLE HANGER OR APPROVED EQUAL. 0 -5 PSIG, 4 -20mA, 9 -30 VDC EXCITATION VOLTAGE. PROVIDE WITH SUFFICIENT CABLE LENGTH FROM B^TTOM Gr WET WELL TO TELEMETRY PANEL WITH MINIMUM OF 5 FEET OF SLACK. INSTALL TRANSDUCER AS DETAIL ON DWG NO. LM3. C INTRUSION ^I.. =P3 SWIT(H - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR APPROVLU EQUAL. USE - IQI!ID TIGHT FLEXIBLE CONDUT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR TO SELECT ACTUATOR LEVER ,ARM BEST SUITED FOR MOUNTING CCN IGURHTION. C CHECK VALVE POSITION LIMIT SWITCH - SQUARE D HEAVY DUTY TYPE C, CLASS 9007 OR APPROVED EQUAL. USE LIQUID TIGHT FLEXIBLE CONDUIT BETWEEN JUNCTION BOX AND LIMIT SWITCH. CONTRACTOR TO SELECT ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING CONFIGURATION. PHOTO ELECTRIC SMOKE DETECTOR - 24VDC POWERED WITH CONTACTS FOR REMOTE REMOTE ANNUNCIATION THROUGH TWO WIRE CONNECTION TO THE TELEMETRY PANEL. ELECTRO SIGNAL COMPANY MODEL ES- 611UT. NO SUBSTITUTION. v FLOOD SWITCH - OMEGA MODEL NO. LV -10 OR APPROVED EQUAI -. '.FOUNT TO END OF 1 /4" PVC PIPE & SECURE TO WALL WITH MINIMUM OF TWO STAINLESS STEEL PIPE CLAMPS. SWITCH SHALL TRIP AT 112" OF WATER LEVEL. I I PANIC BUTTON - SQUARE D HEAVY DUTY TYPE, CLASS 9001, MODEL NO. KR5RH5 OR APPROVED EQUAL. FURNISH PERMANENTLY MOUNTED "PANIC ALARM - PUSH TO ALARM" SIGN ABOVE BUTTON. SIGN TO BE RED WITH 1/4" HIGH WHITE LETTERING. NEW POWER AND TELEMETRY HANDHOLE. SEE DWG NO. LE2. UTILITY VAULT MODEL 233 -LA WITH GALVANIZED IAMOND PLATE COVER WITH 3 LOCKING LATCH. I---- . �v °v °v °v °v °v °v0 0000000. ACCESS HATCH OUTLINE NEW SEWER FORCEMAIN. SEE SITE PLAN FOR CONTINUATION 4" POWER CONDUIT NEW MCC NEW CONDUIT SCHEDULE I� DESCRIPTION 21 2" PVC COATED GRC, LEVEL TRANSDUCER CABLE 22 2" PVC COATED GRC, (2) JACKETED FLOAT CABLE 23 2" GRC, 8 - #14 24 2" GRC, TRANSDUCER JACKETED CABLE 25 112" GRC, 2 - #14 + 1 - #14 GRD 26 1/2" GRC, 4 -#14 + 1 - #14 GRD 27 1/2" GRC, 2 - #14 + 1 - #14 GRD 28 3/4" GRC, 4- CONDUCTOR TWISTED SHIELDED 29 1 112" GRC, 18 - #14, (2) - 2 CONDUCTOR TWISTED SHIELDED 30 112" GRC, 4 - #14 + 1 -#14 GRID 31 1/2" GRC, 4 - #14 32 1/2" GRC, 2 -#14 33 11" PVC, (1) - 12 - #18 CONDUCTOR SHIELDED CABLE CONDUIT FROM FIELD EQUIPMENT ti I NOTE: 1-1 AEI CONDUIT ENTERING FROM THE OUTSIDE INTO THE VAULT SHALL BE INSTALLED PER THIS DETAIL ELECTRICAL GRC TEE 2.) PROVIDE ALL NECESSARY PIPE, 'CONDUIT, FITTINGS, WITH BUSHING TO 1" ON WALL CLAMPS, CEMENT, ETC. TO COMPLETE THE BRANCH. CONDUIT DRAIN SYSTEM. GRC LB FITTING. SIZE TO MATCH CONDUIT SIZE CALLED OUT ON USE GROUSE -HINDS LINK -SEAL FOR PLANS. I ALL CONDUIT PENETRATIONS INTO VAULT. PENETRATIONS SHALL BE WATERTIGHT. NEW DRY WELL VAULT �! - 1" PVC SCHEDULE 40 PIPE (� (TYPICAL) PLAN VIEW MOTOR CONTROL CENTER ELECTRICAL GRC TEE FITTING GRC LB FITTING. ELECTRICAL GRC NIPPLE 3RC e R _ �fi TT1NG. WITH 1" BUSHED TAP TO 1" � CONNECTED TO MCC. PIPE. NEW MOTOR — ' DRAIN PIPE CONTROL CENTER ELECTRICAL GRC NIPPLE CONNECTED TO MCC. DRAIN PIPE CONNECTED TO ALL CONNECTIONS TO ELECTRICAL NEW MOTOR \4 EQUIPMENT. CONTROL CENTER ,A\ \. ATTACH DRAIN PIPE SECURELY TO WALL � AT 4 FOOT SPACING WITH STAINLESS STEEL PIPE SUPPORTS. CONDUIT DRAIN DETAIL = V -0' ACCESS HATCH OUTLINE NEW CONDUIT. CONNECT TO EXISTING HANDHOLE LOCATED NEAR TOE OF SLOPE. HANDHOLE MAY BE LOCATED UNDER DIRT COVER. CONTRACTOR SHALL LOCATE AND EXPOSE HANDHOLE AS PART OF THIS CONTRACT. NEW LIGHT FIXTURE NEW DRY WELL VAULT REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE NEW SIGNAL PLAN 1" = 2' -0'• NEW WET WELL SYMBOL SCHEDULE 5 NEW POWER HANDHOLE. SEE FT FLOW TRANSMITTER DWG NO. LE2. LEVEL TRANSMITTER TELEMETRY NOTES: LEVEL SWITCH (FLOATS) 0 0 O 0 TELEMETRY PANEL WILL BE PROVIDES N-Pi THE CLASS 1 DIVISION 1 AREA REQUIRED INTRINSICALLY SAFE' BARRIER EQUIPMENT FOR NEW TELEMETRY PANEL UTILITY VAULT MODEL CONNECTIONS TO THE FLOATS AND LEVEL 'TRANSDUCER. PROVIDED BY OTHERS. 233 -LA WITH GALVANIZED INSTALLED BY CONTRACTOR DIAMOND PLATE COVER WITH THIS CONTRACT. LOCKING LATCH. f °0° CONDUIT DRAIN DETAIL = V -0' ACCESS HATCH OUTLINE NEW CONDUIT. CONNECT TO EXISTING HANDHOLE LOCATED NEAR TOE OF SLOPE. HANDHOLE MAY BE LOCATED UNDER DIRT COVER. CONTRACTOR SHALL LOCATE AND EXPOSE HANDHOLE AS PART OF THIS CONTRACT. NEW LIGHT FIXTURE NEW DRY WELL VAULT REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE NEW SIGNAL PLAN 1" = 2' -0'• NEW WET WELL SYMBOL SCHEDULE 5 SMOKE DETECTOR FT FLOW TRANSMITTER LT LEVEL TRANSMITTER L5 LEVEL SWITCH (FLOATS) Z5 EVENT SWITCH (PANIC BUTTON) J JUNCTION BOX SIZED PER NEC. SPOT LIMIT SWITCH -.- .- SIGNAL CONDUIT ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING. CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. 2. ALL WIRING SHALL BE TYPE THHW INSULATION, INSULATED FOR 600V. SIZE AS NOTED ON DRAWINGS. 3. ALL SIGNAL WIRE SHALL BE A MINIMUM SIZE #14 UNLESS SHOWN OTHERWISE. 4. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CC- ` -"1JCT 'NTH EQUIPMENT IN THE VAULT. 5. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS AND SECURELY ATTACHED TO WALLS AND COILING. 6. CONTRACTOR SHALL PROVIDE AND INSTALL ALL CONDUIT, CONDUCTORS, AND CABLES FROM THE FIELD DEVICES TO THE TELEMETRY PANEL. THE TELEMETRY INTEGRATOR WILL INSTALL THE PANEL ALL WIRES AND CABLES SHALL BE CLEARLY IDENTIFIED TO THE THE DEVICE THEY CONNECT. PROVIDE SUFFICIENT CABLE LENGTH FROM FIELD DEVICE TO TELEMETRY PANEL PLUS A MINIMUM OF 4 FEET OF EXTRA LENGTH LOOPED IN TELEMETRY PANEL. TELEMETRY INTEGRATOR WITH CONNECT WIRING TO THE TERMINAL BLOCKS. 5mb226vVE SIGNAL CONNECTIONS FROM TELEMETRY TO MCC (TYPICAL BOTH PUMPS) 1.) PUMP RUN 2.) VFD FAIL 3.) PUMP CALL 4.) SEAL FAIL 5.) HIGH MOTOR TEMPERATURE 64 DEFAULT -SPEED 7.) SPEED REFERENCE (ANALOG) PHASE FAILURE CONNECTION TO POWER MONITORING DEVICE.' _ I � i 1 15 LT ` REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MLM 10/24/00 NO. REVISION BY REVIEW DATE -.� RH2 ENGINEERING. INC.. H i O�DOO l J I 21 ENGINEERS BoTHELE OFFICE UTILITY VAULT 24 -- PLANNERS MODEL 233 -LA / SCIENTISTS EAST WENATCHEE OFFICE 16727 \ -- WITH GALVANIZED f P.013T� SIGNED: em DIAMOND PLATE _ tONA 4 COVER WITH DRAWING IS NOT TO SCALE ` 06/12/98 LOCKING LATCH. IF HAR IS NOT 2° LONG exalRES a /z /o1 O 2„ V V V V V °o °,e of Pity of Renton - Devil's Elbow NEW TELEMETRY HANDHOLE. Sewer and Roadway Improvements - Schedule S LIFT STATION SIGNAL PLAN I%nLL 16�9--- F R 30:9 DEC 07, 2000 SHOWN GENERATOR BUILDING -SECTION LE4 r� HAUST FAN NEW EXTERIOR LIGHT. 1/2" EMT, 2 - #12 + 1 - #12 GRID. SEE NOTE 11. NOTE: VENTILATOR SYSTEM NOT SHOWN IN THIS VIEW FOR CLARITY. SEE DWG NO. LE5 FOR CONDUIT AND CONDUCTOR SIZE. TO NEW PAD -MOUNT `) fTRANSFORMER. SEE DWG. NO. h LC4 FOR CONTINUATION. THERMAL- MAGNETIC CIRCUIT BREAKER, 600 VOLT SAFETY SWITCH. SIEMENS SENTRON MODEL FD6 -= \ I r� HAUST FAN NEW EXTERIOR LIGHT. 1/2" EMT, 2 - #12 + 1 - #12 GRID. SEE NOTE 11. NOTE: VENTILATOR SYSTEM NOT SHOWN IN THIS VIEW FOR CLARITY. SEE DWG NO. LE5 FOR CONDUIT AND CONDUCTOR SIZE. POWER OLAN 1" = 2 1 TT_E • GFI._ WP A3 A3 NEW INTERIOR LIGHT 1 1/2" EMT, 2 - #12 + (TYPICAL) 1 - #12 GRD. (TYPICAL) 7' -8" j f EXISTING TRAILER -. 1 f MOUNTED ENGINE I GENERATOR SET 16" (MIN.) - - - A2 -- A2 r I /HOA SEE NOTE 11. GFl- -. � 1' -g" ' Al CONTROLLED BY KICW II !i_`[LJT1k1l'_ Aklr% ®Cf%C®TAnI C MANUAL -OFF -AUTO SWITCH PLAN 1" = 2' -0" NEW EQUIPMENT SCHEDULE I 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL `) t © sv CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. THERMAL- MAGNETIC CIRCUIT BREAKER, 600 VOLT SAFETY SWITCH. SIEMENS SENTRON MODEL FD6 2. ALL 240 /120VAC WIRING SHALL BE TYPE THHW INSULATION, SEE NOTE 11. WITH ENCLOSURE OR APPROVED EQUAL. © AUTOMATIC TRANSFER SWITCH SEE SPECIFICATIONS. ATS SHALL BE SUPPLIED BY SAME y r /r %{ t r T X y X Y CABLE C4 MANUFACTURER OF TRAILER MOUNTED ENGINE GENERATOR. MINI POWER SUPPLY CENTFR INDOOR RATED, 15KVA, 3 PHASE, 480V 120/208Y, SIEMIENS a ' > v r / \3Y0 r 1/20'7 ; yvx v /P�FL +�12rG n� rfv 5. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. MODEL OR APPROVED EQUAL. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION OD EXHAUST FAN CONi120L PANEL - NEMA 12, VARIABLE FREQUENCY DRIVE. SEE CONTROL LOGIC ON y /r DWG NO. LE6 FOR DETAILS_ 1/2" EMT, 2 - #12 + OE GENERATOR CONNECTION RECEPTACLE - 60OV, 200A, 4 -POLE, 3 -WIRE, THREADED CAP. CROUSE CABLE C2 HINDS MODEL AREA20426 OR APPROVED EQUAL. OF GENERATOR CONTROL RECEPTACLE - 48OV, 7 -POLE, 6 WIRE #12 CONTACT SIZE, SQUARE (ti FLANGED RECEPTACLE, DUST CAP, AND BACK BOX FOR SURFACE MOUNTING. GROUSE HINDS MODEL _ T © CABLE C1 RPE217- 014 -SO6A- ARE23. COLOR CODE THE RECEPTACLE (BLUE) TO MATCH THE PLUG FROM THE EXI3TiNG TRAILER MOUNTED ENGINE GENERATOR GENERATOR CONTROL BOX. GENERATOR SET EXHAUST SYSTEM © GENERATOR SIGNAL RECEPTACLE - 480V, 7 -POLE, 6 WIRE, #12 CONTACT SIZE, SQUARE FLANGED p _ RECEPTACLE, DUST CAP, AND BACK BOX FOR SURFACE MOUNTING. CROUSE HINDS MODEL 1/2" GRC, 2 - #12 + RPE217- 014 -SO6A- ARE23. COLOR CODE THE RECEPTACLE (GREEN) TO MATCH THE PLUG FROM r 1- #12 GRD, THE GENERATOR CONTROL BOX. 1 TELEMETRY RADIO PROVIDED BY OH VENTILATOR EXHAUST FAN MOTOR - 3HP, 48OV, 3 PHASE, 3600 RPM. CONTROLLED BY VFD. J OTHERS CONCURRENT WITH THIS OK MOTORIZED LOUVER ASSEMBLY - 1/8 HP, 120V, 1 PHASE. CONTRACT. COORDINATE WITH OWNER 0 ON SCHEDULE. © SEE ONE -LINE DIAGRAM DWG. NO. LE1 FOR DESCRIPTION OF CABLE POWER OLAN 1" = 2 1 TT_E • GFI._ WP A3 A3 NEW INTERIOR LIGHT 1 1/2" EMT, 2 - #12 + (TYPICAL) 1 - #12 GRD. (TYPICAL) 7' -8" j f EXISTING TRAILER -. 1 f MOUNTED ENGINE I GENERATOR SET 16" (MIN.) - - - A2 -- A2 r I /HOA SEE NOTE 11. GFl- -. � 1' -g" ' Al CONTROLLED BY KICW II !i_`[LJT1k1l'_ Aklr% ®Cf%C®TAnI C MANUAL -OFF -AUTO SWITCH PLAN 1" = 2' -0" NEW EQUIPMENT SCHEDULE I �7 SYMBOL SCHEDULE GFI DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (WATERPROOF WHERE INDICATED WP WITH WP) - GF RATED STANDARD SWITCH, 120VAC, 20 AMP J JUNCTION BOX SIZED PER NEC. T THERMOSTAT -- - POWER CONDUIT ELECTRICAL NOTES 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL `) SERVICE DISCONNECT SWITCH - NEMA 12, HEAVY DUTY, SERVICE RATED, MOLDED CASE CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. THERMAL- MAGNETIC CIRCUIT BREAKER, 600 VOLT SAFETY SWITCH. SIEMENS SENTRON MODEL FD6 2. ALL 240 /120VAC WIRING SHALL BE TYPE THHW INSULATION, SEE NOTE 11. WITH ENCLOSURE OR APPROVED EQUAL. © AUTOMATIC TRANSFER SWITCH SEE SPECIFICATIONS. ATS SHALL BE SUPPLIED BY SAME 120V (AND OTHER VOLTAGE) CIRCUITS- MANUFACTURER OF TRAILER MOUNTED ENGINE GENERATOR. MINI POWER SUPPLY CENTFR INDOOR RATED, 15KVA, 3 PHASE, 480V 120/208Y, SIEMIENS 5. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. MODEL OR APPROVED EQUAL. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION OD EXHAUST FAN CONi120L PANEL - NEMA 12, VARIABLE FREQUENCY DRIVE. SEE CONTROL LOGIC ON THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. DWG NO. LE6 FOR DETAILS_ 1/2" EMT, 2 - #12 + OE GENERATOR CONNECTION RECEPTACLE - 60OV, 200A, 4 -POLE, 3 -WIRE, THREADED CAP. CROUSE SCALE UNLESS DIMENSIONED. HINDS MODEL AREA20426 OR APPROVED EQUAL. OF GENERATOR CONTROL RECEPTACLE - 48OV, 7 -POLE, 6 WIRE #12 CONTACT SIZE, SQUARE FLEXIBLE CONDUIT TO FACILITATE EASE OF MOTOR AND FLANGED RECEPTACLE, DUST CAP, AND BACK BOX FOR SURFACE MOUNTING. GROUSE HINDS MODEL RPE217- 014 -SO6A- ARE23. COLOR CODE THE RECEPTACLE (BLUE) TO MATCH THE PLUG FROM THE GENERATOR CONTROL BOX. © GENERATOR SIGNAL RECEPTACLE - 480V, 7 -POLE, 6 WIRE, #12 CONTACT SIZE, SQUARE FLANGED RECEPTACLE, DUST CAP, AND BACK BOX FOR SURFACE MOUNTING. CROUSE HINDS MODEL RPE217- 014 -SO6A- ARE23. COLOR CODE THE RECEPTACLE (GREEN) TO MATCH THE PLUG FROM THE GENERATOR CONTROL BOX. OH VENTILATOR EXHAUST FAN MOTOR - 3HP, 48OV, 3 PHASE, 3600 RPM. CONTROLLED BY VFD. OK MOTORIZED LOUVER ASSEMBLY - 1/8 HP, 120V, 1 PHASE. © SEE ONE -LINE DIAGRAM DWG. NO. LE1 FOR DESCRIPTION OF CABLE LIGHTING FIXTURE SCHEDULE MANUFACTURER TYPE DESCRIPTION NAME TCATALOG N0. TYPE /SIZE METAL HALIDE, SMALL WALL LIGHT, 11 "h X 10 "w X 6 "d, ONE PIECE INJECTION MOLDED POLYCARBONATE HOUSING, ALUMINUM Al REFLECTOR, CLEAR VANDAL RESISTANCE GLASS LENS, FIELD DAYBRITE S70MH WL S70MH DT, METAL HALIDE ADJUSTABLE DISTRIBUTION, DARK BRONZE POLYESTER POWER 70 WATT FINISH, 120/277 VOLT HIGH POWER FACTOR BALLAST FLUORESCENT, COMMERCIAL, 11" x 49" RECTANGULAR, SURFACE A2 MOUNTED, WHITE BAKED ENAMEL INTERIOR AND EXTERIOR, DAYBRITE AWN232 -120 F032TB INJECTION - MOLDED PRISMATIC ACRYLIC LENS, 120 VOLT, (2) - 32 WATT ELECTRONIC BALLAST, UL LISTED FOR DAMP LOCATIONS. FLUORESCENT, COMMERCIAL, 11" x 49" RECTANGULAR, SURFACE A3 MOUNTED, WHITE BAKED ENAMEL INTERIOR AND EXTERIOR, DAYBRITE AWN332 -120 F032TB INJECTION - MOLDED PRISMATIC ACRYLIC LENS, 120 VOLT, (3) - 32 WATT ELECTRONIC BALLAST, UL LISTED FOR DAMP LOCATIONS. �7 SYMBOL SCHEDULE GFI DUPLEX OUTLET RECEPTACLE, 120VAC, 20 AMP WITH GROUND PRONG (WATERPROOF WHERE INDICATED WP WITH WP) - GF RATED STANDARD SWITCH, 120VAC, 20 AMP J JUNCTION BOX SIZED PER NEC. T THERMOSTAT -- - POWER CONDUIT ELECTRICAL NOTES 8. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS TO SECURELY ATTACHED TO WALLS & CEILING. 9. ELECTRICAL SERVICE TO THIS BUILDING WILL BE FROM AN EXISTING PRIMARY METERING SERVICE PROVIDED BY PSE. CONTRACTOR RESPONSIBLE FOR COORDINATING WITH PSE ON SCHEDULED DOWNTIME AND UPGRADES TO THE PRIMARY SERVICE. 10. THE EXISTING LIFT STATION MUST REMAIN IN OPERATION DURING THE CONSTRUCTION OF THE NEW IMPROVEMENTS. SCHEDULED POWER OUTAGES MUST BE APPROVED BY OWNER 48 HOURS IN ADVANCE 11. CONDUIT AND WIRING FOR LIGHTING AND RECEPTACLES SHALL BE CONCEALED IN THE WALLS AND CEILING. Smi,242631F REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MLM 10/24/00 NO. REVISION BY REVIEW DATE A" "'�"""'�- Ri-i2 ENGINEERING. INC. wesgf`R' V Rd tick ooo o ENGINEERS BOTHELL OFFICE PLANNERS S C I E N T I S T S EAST WENATCHEE OFFICE 16727 .R,_ABarsTanE °t+ SIGNED: roxa16� DRAWING IS NOT TO SCALE 06/12/98 IF HAR IS NOI 2" LONG O �„ EXPIRES 8/2/01 City of Renton - Devil's Elbow Sewer and Roadway Improvements - Selnedule NEW GENERATOR BUILDING POWER rr ILA F4 JOB NO FILE ENGINEER RENMU OAT SCALI: PI.OI DK NO, sw[ r 196.024 1 DE -EO4R I MM I DIRE I DEC 07, 2000 SHOWN 24 1 LE4 1 290,32 = '0 > r ^T 1. ALL WIRES SHALL BE ROUTED IN RIGID GALVANIZED STEEL CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON DRAWING CONDUIT SHALL BE 1/2" SIZE WHEN NOT NOTED ON PLANS. 2. ALL 240 /120VAC WIRING SHALL BE TYPE THHW INSULATION, SEE NOTE 11. INSULATED FOR 60OV. SIZE AS NOTED ON DRAWINGS. 3. 480V WIRING SHALL BE ROUTED IN SEPARATE CONDUITS FROM 120V (AND OTHER VOLTAGE) CIRCUITS- 4 ' ALL WIRE SHALL BE A MINIMUM SIZE #12 UNLESS SHOWN OTHERWISE. 5. LOCATION OF CONDUIT ENDS ARE SHOWN APPROXIMATELY. CONTRACTOR IS RESPONSIBLE FOR ENDING CONDUITS IN LOCATION THAT WILL NOT CONFLICT WITH EQUIPMENT IN THE VAULT. 6. LOCATE ALL LIGHT FIXTURES, RECEPTACLES, SWITCHES, AND 1/2" EMT, 2 - #12 + DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING 1 - #12 GRID. SCALE UNLESS DIMENSIONED. 7. LIQUID -TIGHT FLEXIBLE CONDUIT (SAME SIZE AS RIGID CONDUIT) SHALL BE USED AT MOTOR CONNECTIONS. ROUTE FLEXIBLE CONDUIT TO FACILITATE EASE OF MOTOR AND EQUIPMENT MAINTENANCE. 8. CONDUIT ROUTING IS SHOWN DIAGRAMMATIC. CONTRACTOR RESPONSIBLE TO ROUTE CONDUITS IN A NEAT MANNER, PARALLEL OR PERPENDICULAR TO WALLS TO SECURELY ATTACHED TO WALLS & CEILING. 9. ELECTRICAL SERVICE TO THIS BUILDING WILL BE FROM AN EXISTING PRIMARY METERING SERVICE PROVIDED BY PSE. CONTRACTOR RESPONSIBLE FOR COORDINATING WITH PSE ON SCHEDULED DOWNTIME AND UPGRADES TO THE PRIMARY SERVICE. 10. THE EXISTING LIFT STATION MUST REMAIN IN OPERATION DURING THE CONSTRUCTION OF THE NEW IMPROVEMENTS. SCHEDULED POWER OUTAGES MUST BE APPROVED BY OWNER 48 HOURS IN ADVANCE 11. CONDUIT AND WIRING FOR LIGHTING AND RECEPTACLES SHALL BE CONCEALED IN THE WALLS AND CEILING. Smi,242631F REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MLM 10/24/00 NO. REVISION BY REVIEW DATE A" "'�"""'�- Ri-i2 ENGINEERING. INC. wesgf`R' V Rd tick ooo o ENGINEERS BOTHELL OFFICE PLANNERS S C I E N T I S T S EAST WENATCHEE OFFICE 16727 .R,_ABarsTanE °t+ SIGNED: roxa16� DRAWING IS NOT TO SCALE 06/12/98 IF HAR IS NOI 2" LONG O �„ EXPIRES 8/2/01 City of Renton - Devil's Elbow Sewer and Roadway Improvements - Selnedule NEW GENERATOR BUILDING POWER rr ILA F4 JOB NO FILE ENGINEER RENMU OAT SCALI: PI.OI DK NO, sw[ r 196.024 1 DE -EO4R I MM I DIRE I DEC 07, 2000 SHOWN 24 1 LE4 1 290,32 = '0 > r ^T NOTE COOLING THERMOSTAT. SEE DWG NO. LE2 FOR DETAILS. I VENTILATOR SYSTEM 'NOT SHOWN LIN THIS VIEW FOR CLARITY. GENERATOR SIGNAL RECEPTACLE. SEE DWG NO. LE4 FOR DETAILS. CABLE ©SEE DWG N0. LEI -- — FOR CABLE DESCRIPTION. 5 O S 42 fl III EXISTING TRAILER MOUNTED ENGINE GENERATOR GENERATOR SET EXHAUST SYSTEM rt- 1 Ill INTRUSION SWITCH ON DOOR. OA TELEMETRY PANEL ` PROVIDED BY OTHERS Z5 CONCURRENT WITH THIS CONTRACT. COORDINATE WITH OWNER ON SCHEDULE - -- - -- 44 - - - l ® i A.3 120 44 -- - — - -- — - - — -,' Z5 OA mew -mw 41 1" GRC CONDUIT FOR RADIO CABLE. CABLE BY OTHERS. SIGNAL CONDUIT TO TELEMETRY ANTENNA FOUNDATION AND POLE. - REVISED TO CONFORM TO CONSTRUCTION R PANEL IN WET WELL. SEE DWG NO. C05 FOR CONTINUATION. N0. REVISION PROPOSED SIGNAL PLAN ' "._ °'" RH2 ENGINEERING 1" = 2'_0" E ICI G I N E E R S BOTHELL C REVISED TO CONFORM TO CONSTRUCTION RECORDS MARK MILLER 10/24/00 RH2 ENGINEERING INC. DATE ROL 1 6�9 F R 3�1� 1 MCC CONTROL DEVICES M-^.. IYIiIYI — T S MCC SECTION # NAMEPLATE SECTION # NAMEPLATE SECTION DEVICES LEGEND REMOTE. CONTACTS - SECTION 1 SECTION 3G 2A POWER MONITOR POWER MONITOR PHASE FAILURE (OUTPUT) 1A INCOMING COMPARTMENT I 3G 60A BREAKER XFMR BREAKER 44 PILOT LIGHT, TRANSFORMER TYPE, WHITE LENS CONTROL POWER ON I — PILOT LIGHT, TRANSFORMER TYPE, AMBER LENS PUMP REQUIRED PUMP CALL (INPUT) SECTION 2B SECTION 3J PILOT LIGHT, TRANSFORMER TYPE, GREEN LENS PUMP RUN PUMP RUN (OUTPUT) 2B POWER METERING COMPARTMENT 3J 25KV, 1PH, TRANSFORMER PILOT LIGHT, TRANSFORMER TYPE, RED LENS I PUMP FAIL PUMP FAIL (OUTPUT) PILOT LIGHT, TRANSFORMER TYPE, WHITE LENS SEAL FAIL SEAL FAIL (OUTPUT) PILOT LIGHT, TRANSFORMER TYPE, RED LENS HIGH MOTOR TEMP. HIGH MOTOR TEMP. (OUTPUT) MUSHROOM HEAD (PUSH /PULL) PUSH BUTTON EMERGENCY STOP SECTION 2E SECTION 4A HUMAN INTERFACE MODULE (DOOR MOUNT) 2E 48OV, 3 PHASE, 225A SERVICE 4A 150A BREAKER DISCONNECT BREAKER NO. 1 SEWAGE LIFT PUMP 54 PILOT LIGHT, TRANSFORMER TYPE, WHITE LENS CONTROL POWER ON PILOT LIGHT, TRANSFORMER TYPE, AMBER LENS PUMP REQUIRED PUMP CNLL (INPUT) SECTION 3A SECTION 5A PILOT LIGHT, TRANSFORMER TYPE, GREEN LENS PUMP RUN PUM^ RUN (OUTPUT) 3A 125 A BREAKER 5A 150A BREAKER PILOT LIGHT, TRANSFORMER TYPE, RED LENS PUMP FAIL PUMP FAIL (OUTPUT) PANEL "L" NO. 2 SEWAGE LIFT PUMP PILOT LIGHT, TRANSFORMER TYPE, WHITE LENS SEAL FAIL SEAL FAIL (OUTPUT) PILOT LIGHT, TRANSFORMER TYPE, RED LENS HIGH MOTOR TEMP. HIGH MOTOR TEMP. (^LITPUT) ALL OTHER SECTIONS TO BE MUSHROOM HEAD (PUSH /PULL) PUSH BUTTON EkCKGENCY STOP MARKED AS SPARE HUMAN INTFRFA('F mnni)i F ( ,)(-,np Mn11NTi MCC LAYOUT 1" = 1' -0" HOUSEKEEPING PAD. SEE DWG NO. LM1 FOR DETAILS. MCC NO -E: ALL ELECTRICAL AND TELEMETRY CABINETS MUST BE BRACED AGAINST THE @FALL'' TO MEET' UBC STANDARDS FOR EARTHOt;AKE RESTRAINTS: °SEISMIC 20NE i .. BRACING SliALL NOT BE YIS'Ii�E'i WHEN ENCLOSUREiD00RS ARE CLOSED.' An L1 / L2 L3 CB �— G- TLDEMCE EL 0- FI0- F EMERG. STO P 480V � 120V PER CP -M1 CR1 TEMP. SWITCH SEAL FAIL PROBE IN MOTOR -- - -_ 41% SMC PLUS OLr 1 T2 MTP T3 JC1 II ICI I Cl CR PUMP CALL FROM CONTROL PANEL 1 "A - - PUMP REQUIRED LIGHT CR HIGH TEMPERATURE SWITCH CR2 2 — - - R - HIGH MOTOR TEMPERATURE LIGHT CR HIGH TEMPERATURE SWITCH _ _ CR3 3 - W SEAL FAILURE LIGHT C MOTOR STARTER CONTACT R SMC UNIT FAILURE LIGHT - - PFR VFD CONTROL UNIT VFD CONTROL UNIT -- CR4 CR PUMP RUN RELAY 4 -oc- OPERATION COUNTER RTM RUN TIME METER G - PUMP RUN LIGHT CR SMC UNIT FAILURE RELAY CR5 R SMC UNIT FAILURE LIGHT - - PFR PHASE FAIL RELAY - C BYPASS CONTACTOR PER 1 _ W - _,. CONTROL POWER ON TYPICAL PUMP MOTOR CONTROL LOGIC Slm?26321 NO SCALE REVISED TO CONFORM —� TO CONSTRUCTION RECORDS MARK MILLER 10124/00 RH2 ENGINEERING INC. DATE REVISED TO CONFORM TO CONSTRUCTION RECORDS DJB MLM 10/24/00 NO. REVISION BY REV'[F4V RH2 ENGINEERING, INC. F WAS E N G-1 N E E IRS SOTHEEL OFFICE �e F PLANNERS S C I E N T I S T S EAST WENATCHEE OFFICE .q, 16727 "b.�ike�rsTSRe °� SIGNED: DRAWING IS NOT TO SCALE 6 " I 0611, ;798 0 F BAR IS NOT 2" LONG exPlRes a z of 1 City of Renton - Devil's Elbow Sewer and Roadway Improvements - Schedule A MCC CONTROL LOGIC AND DETAILS JOB NO_ FlLE ENGINEER NCVEWLO HAIL. SCAT PLO I' INC NG. SHU I 96. 1024 1 DE -E06R I MM I ORE DEC 07, 2000 SHOWN 24 1 LE6 1 310,32 1�r c (WORK Cw-f-ITY SHOPS BY OTHERS) SCREEN UPGRADES AND MODIFICATIONS TO HMI MACHINE BY OTI�E'RS I I HMI COMPUTER UPGRADES PROGRAMMING AND COMMUNICATIONS BY OTHERS. MASTER TELEMETRY UNIT (MTU) .' • °� I 11 q f iri . PROPOSED TELEMETRY PANEL PROVIDED BY OTHERS. INSTALLED BY CONTRACTOR. RTU PROGRAMMING BY OTHERS. PROPOSED ANTENNA INSTALLED / BY OTHERS ON MAST PROVIDED J BY CONTRACTOR. PROPOSED ATS PROVIDED AND INSTALLED BY CONTRACTOR. PROPOSED CONDUIT PROVIDED BY CONTRACTOR. ANTENNA, CABLE PROVIDED AND INSTALLED BY OTHERS. AUTOMATIC TRANSFER SWITCH TELEMETRY RADIO ENCLOSURE PROPOSED TELEMETRY RADIO PROVIDED AND INSTALLED BY OTHERS. i PROPOSED CABLE PROVIDED AND INSTALLED BY CONTRACTOR IN EXISTING AND PROPOSED CONDUIT PROVIDED AND INSTALLED BY CONTRACTOR. o i. PROPOSED VENTILATOR CONTROLLER PROVIDED AND INSTALLED BY CONTRACTOR. ENGINE GENERATOR SET EXISTING EG SET PROVIDED BY CONTRACTOR SHALL MODIFY OWNER. INSTALLED BY EXISTING EG SET CONTROL CONTRACTOR. PANEL FOR OPERATION WITH ATS. f FIELD f i t DEVICES 1 FIELD DEVICES PROVIDED AND INSTALLED BY CONTRACTOR. PROPOSED EG BUILDING LEGEND CONDUIT AND WRE CONNECTION BY CONTRACTOR SEE NOTE ASSOCIATED WITH CONNECTION. CONNECTION BY OTHERS EQUIPMENT PROVIDED BY CONTRACTOR INSTALLED BY CONTRACTOR. REMOTE TELEMETRY I MOTOR CONTROL CENTER --- - -- UNIT (RTU) EQUIPMENT PROVIDED BY OTHERS. € (TELEMETRY PANEL) INSTALLED BY CONTRACTOR. Now : Sma22A .. EQUIPMENT PROVIDED BY OTHERS. INSTALLED BY OTHERS. PROPOSED MCC PROVIDED AND INSTALLED BY CONTRACTOR. FIELD DEVICES PROVIDED AND INSTALLED BY CONTRACTOR. wwo -.z s - .2 ax? 1 TELEMETRY SYSTEM BLOCK DIAGRAM NO SCALE REVISED TO CONFORI'M TO CONSTRUCTION RECORDS MARK MILLER 10/24100 RH2 ENGINEERING INC. DATE �LL 16,9 F�R 3'1� 3 ino.u/'r I ui�L—rui I mm .fn c , , � .r 4,q i 5 E P FOR E31.,LlD NG � I i >; -226? —r -- - -- - — 10`4 DRILLED - -1 N (I C. 5ING 1`1 `�\'� BE CEO D FOR DRILLING - FULL 5PlZC= I —0, — a =B - f'e = 2500 P51 i-'IN -C MFRE55I'VE 5 RIENC --' -i 52 DAT5'/MIN 5 IA 5,AG 5 /C.T.; 2500 P51 . [IN LJ � 5, 1�X 5 -`1 15 GIR 00 EXC `-P' FCP TIE-3 4 STIRR�Fa GP a ; - I`IIN LAPS SHALL BE 45 n — � S=409A-4410-It v_--- 12) L WW � O17 6 15620 L - - l V 0� ' E,�PIRES Cal �4 a 11 � I - C - df) U -- V�1 z "Ii_) ll L- - m z LLJ �- m > LL �D a CD CD �4 a 11 Vi�sf3 -mss 4 11 3 �o (45T"'! 4- (o 15, G-TF 40 � SON \ a oa 4� ali i it Ii — ONCFETE C4I55ON (2500 F5I I� '-flN l'_'-, OrlFFE55IVE 5TIRENGT+-1) L4T�,� #'2 fi I =C n 1 11� r. _0 2„ /F WASyIO�' 6 � 15620 I S T F V-1 "1 DNAL vL _ EXPIRE hits s s. s 0 f zIQ U U� N Z Un N z� z ()n :z fv LLI M 0 S G 7 f X14 FIF FIL T F-=)'r /`,L i - 7 -,� .T r — ;., C��y���Ii � a 'I �:7 LOCI 1a� �, - -° �N 'i =OIL �°I C r_ ,F2x YL ,\ �e of as <, PNII I P ! NI L � �_ \ 1,4:1 - 1.011 \ EL 201.0' �I 5LEEVLE IN5E FIN PI �o sI 11% fv I WELL 4 5YMMETfR" i i ter\ N L E Eu E 5 FL I,--- E FIDES 1 3 /a" EEX R 5T',;',ONrr, RIND —, y A I` FRLG.45T GONG�RETE UJET WELL 3/4'I4 5TUD5 e l (o" SET UJ/ kILTI 'klT'I �1Y" -150 EFOXi' . -M SEAL ,5=226"Ifft RE INF -ACING- D TAIL- 3/4" _ I' -0" OD PS L - C h� Q 0 v d 15620 I S T SIGNAL �L r s v C I � I LU O � 1 3 /a" EEX R 5T',;',ONrr, RIND —, y A I` FRLG.45T GONG�RETE UJET WELL 3/4'I4 5TUD5 e l (o" SET UJ/ kILTI 'klT'I �1Y" -150 EFOXi' . -M SEAL ,5=226"Ifft RE INF -ACING- D TAIL- 3/4" _ I' -0" OD PS L - C h� Q 0 v d 15620 I S T SIGNAL �L r s v C/1 r ti W �I C LU O z _ o Iz Q � - - u cn LLI cr L LH —A w Lu o w LIA Z C i' T___4 C C/1 r ti W �I kiw; - .2 7--,�4G.� CITY OF R NTON 11 will KKR a!# He N� - -- Fm Fk RE RA N STR ALA.L.M STO Tlo r � r Y� A f AM X \ \ 1 \� J I g \ \ \... \ \ \\ \ \ \ \ Map Sm&226376 ° I ° F 9QP� ti aL ~ca 1E727 f T SIGNED. 06/11/98 EXP(E IRES EXCAVATE 20 YDS. (TRUCK VOLUME) OF SEDIMENT FROM THE STREAM BED IN THIS AREA FOR HABITAT POOL WITH LOGS. PROVIDE 4 LOGS PER DETAIL. \ V Jt +� PTO A LOCATE PER CITY. \ \ <` a- PROVIDE 3 LOGS PER DETAIL. \ .:� yiy. \ LOCATE PER CITY. �: EMOYE EXISTING. CONCRETE �� CUTJaND REMOVE N`� DRAIN PIPES.`.. v� A� REMOVE EXPOSED PORTIONS OF CONCRETE WALL TO SUBGRADE x 12' t, A : tJ RIPRAP BANK STABILIZATION WITH LIVE WILLOW STAKINb. \ try k <v 4 1Y OVER PLANT AREA ON EXISTING GRADE WITH NATIVE VEGETATION PER LANDSCAPING PLAN. \ \ \ \\ \ \ CUT EXIS LANDSCAPE BANK PER PLAN. �T t \ o \* 7fiKRY INTO 4 \ a 0 t �� P ' , , #r. y t. a 1 \ \ s, \ 1 t F ml \• \ . - \ \ , \ C.r.,l t' �.\t \ \ `r- ..Yt".-rM.�� \ {; I N CHANNEL IMPROVEMENT PLAN 1 " =20' 212 210 208 206 204 202 200 198 196 194 192 190 188 186 0 ICHANNEL IMPROVEMENT CONSTRUCTION NOTES 1. Ground Features and Utilities shown on the plans are for general information purposes only. These features were obtained from existing maps obtained at the City and the accuracy has not been verified. A more recent survey was performed to establish ground elevation and construction control for the project. The existing water location and level shown on the pion and the section views does not represent any specific water levels. 2. The purpose of the survey was to provide a base map of the major improvements and ground features along the channel. Actual landscaping and existing land features will vary. Prior to submitting a bid, the contractor shall verify the quantity of trees and vegetation that must be removed and /or protected in order to complete the work. Protect and preserve all trees and vegetation located outside of the limits of excavation unless otherwise indicated. Remove all trees and vegetation within the excavated areas unless otherwise specified. 1 All excavated material including concrete, pipe, rock, vegetation and soil sholl be removed from the site and disposed of at the contractor's expense. 4. Call 24 hours Before You Dig. ONE CALL (800) 424 -5555 5- All construction areas shall be photographed and videotaped by Contractor prior to any work. Deliver copies to the City prior to construction. Grade as required to gain access to complete the work. Restore access areas to existing grade and condition, including landscaping, utilities, and all other improvements. Repair or replace all existing pavement damaged due to construction activities. I 6. Control all on -site storm water runoff with erosion and sedimentation control procedures. Provide, maintain, and adjust erosion control fences and alternate control measures for the duration of the project as required to protect Honey Creek for all site conditions encountered or to control actual area disturbed if different than areas shown. It is the contractor's responsibility to select, construct, and maintain erosion control measures as required to protect Honey Creek during construction. Install erosion control to protect 1 Honey Creek from all possible surface water transport routes. Remove all erosion control measures after the landscaping work had been completed per Plans. 7- The match lines shown on the plan for slope grading are approximate, actual catch points as staked in the field will vary. 8. Construction surveying is the responsibility of the Contractor. 9_ In order to improve habitat along the channel, the City will delineate specific rocks, trees, stumps, and other woody debris which are to remain. These items will generally be located at the existing channel edge and shall be left in place when requested by the City during construction. 10_ immediately after completion of the grading, rockery and riprop placement all disturbed ground surfaces shall be hydroseeded in order to establish a protective ground cover. Hydroseeding shall progress with work. 11. Proposed plants, size and spacing vary as shown on Bioengineering and Landscaping Plans. 12- Provide temporary by -pass piping, dams or silt curtains as required to reroute creek flow during construction. Comply with requirements of all permits and regulations. 0 20 30 40 50 60 70 80 90 100 110 120 130 140 150 140 160 170 180 190 CHANNEL AND CULVERT PROFILE 1 "= 10' Y� \ HEADWALL EXISTING CULVERT — \-- 6" RADIUS ALL AROUND CULVERT INLET DETAIL wfa _27,. a261 1„ = 1, 210 208 206 1 ; 204 r 202 i i MA 200 - e 198 , - it" MARRY 196 ROM E 3 LOGS PER )l 194 192 190 p1pi- [it 188 186 - 0 10 20 30 40 50 60 70 RIPRAP SECTION A -A 214 212 210 208 206 204 202 200 198 126 194 192 190 ROCKERY SECTION B -B S11111112,26321 � CHANNEL hV JOB NO. RE ENCINEER REVIEWED 196.024 DVL -004 I KMP I RILE J 5Ho SLOPE PER PLANS LIVE STAKES & POSTS, 18" 1-1/2"-2-1/2" DIAMETER 6" MIN 6' C 2-3" OPENING IN RIPRAP. LOCATE PER PLAN. LOOSE ROCK RIPRAP �- GEOTEXTILE FABRIC RIPRAP FILTER LAYER NATIVE SOIL LOOSE RIPRAP JOINT PLANTING DETAIL NOT TO SCALE NOTE: SOAK SUBGRADE THOROUGHLY WITH WATER PRIOR TO LIVE STAKE PLANTING. A TOP OF ROOT MASS TO BE LEVEL WITH FINISHED GRADE COMPACT SOIL AROUND & OVER PLANT WITHOUT CRUSHING OR DAMAGING ROOTS MAKE PLANTING HOLE LARGE ENOUGH ONLY TO ACCOMMODATE SEEDLING PLUG. DO NOT OVER EXCAVATE FOR PLANTING. SOIL MUST BE SATURATED AT TIME OF PLANTING, BACKFILL WITH NATIVE SOIL AND COMPOST SEEDLING PLANTING DETAIL W-"& -27-2Z67 NOT TO SCALE FINISHED GRADE TTT CUT AND REMOVE BURLAP 6" MIN FROM TOP 1/2 OF BALI.- BURLAP TO BE ROTTABLE. 18" MIN. NATIVE SOIL AND FERTILIZER OR COMPOST --- --- SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE VEGETATION AND - NATIVE SOIL HYDROSEED, SEE LANDSCAPING PLANS. TO BE DETERMINED BY STREAM RESTORATION SCIENTIST, 1111 1111 III III III _III I III it 1 III III III - i ORDINARY HIGH DEPTH VARIES, FIELD DETERMINE WATZID kJADV BY STREAM RESTORATION SCIENTIST OR CITY. OVER EXCAVATED FOR LOG 11"w" ; Ili 11 '16 ON RM-MIA-4 F. ...... INSTALLATION 1-1EIIIIIME , mill mm 71mmamm, III 111= OR DRIVE LOG INTO BANK LOG INSTALLATION SECTION NOT TO SCALE 15'-25' BOLE LENGTH A LOG DIAMETER = 12"-24", MEASURED 5' ABOVE ROOT WAD. -LOG BOLE DETAIL - CHANNEL CORRIDOR NOT TO SCALE ENCASE NON-CORRODABLE WIRE IN REINFORCED DULL GREEN RUBBER HOSE -77�- AT POINTS OF CONTACT WITH TREE. 11 J 2/3 HEIGHT OF TREE (4) 2"x2" CEDAR STAKES h'f MULCH 6" RIM BERM FINISHED GRADE 6" MIN CUT T AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE. 18' MIN. NATIVE SOIL AND --T-1 --7 FERTILIZER OR COMPOST SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. DECIDUOUS TREE PLANTING DETAIL TABLE I RIPRAP GRADATION FOR 1-75' MAXIMUM SIZE BALLED AND BURLAPPF.O OR CONTAINERIZED SHRUB AS SPECIFIED WEIGHT SIZE MULCH I\ Wmin Dmax FINISHED GRADE RIM BERM 71-ESS (LIELS 3" TYP. J CUT AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE (FEET) FEET ) W100 463 185 D10O NATIVE SOIL AND FERTILIZER OR COMPOST 1.3 ENCASE NON-CORRODABLE WIRE 6" MIN. EXISTING SUBGRADF 161 D90 IN REINFORCED DULL GREEN RUBBER HOSE AT POINTS OF SCARIFY BOTTOM OF PIT W50 CONTACT WITH TREE. 2 X'S I A 1.17 (4) 2"x2" CEDAR STAKE SHRUB PLANTING DETAIL iJ NOT TO SCALE 1/2 HEIGHT OF TREE MULCH 6" RIM BERM SLOPE PER PLANS LIVE STAKES & POSTS, 18" 1-1/2"-2-1/2" DIAMETER 6" MIN 6' C 2-3" OPENING IN RIPRAP. LOCATE PER PLAN. LOOSE ROCK RIPRAP �- GEOTEXTILE FABRIC RIPRAP FILTER LAYER NATIVE SOIL LOOSE RIPRAP JOINT PLANTING DETAIL NOT TO SCALE NOTE: SOAK SUBGRADE THOROUGHLY WITH WATER PRIOR TO LIVE STAKE PLANTING. A TOP OF ROOT MASS TO BE LEVEL WITH FINISHED GRADE COMPACT SOIL AROUND & OVER PLANT WITHOUT CRUSHING OR DAMAGING ROOTS MAKE PLANTING HOLE LARGE ENOUGH ONLY TO ACCOMMODATE SEEDLING PLUG. DO NOT OVER EXCAVATE FOR PLANTING. SOIL MUST BE SATURATED AT TIME OF PLANTING, BACKFILL WITH NATIVE SOIL AND COMPOST SEEDLING PLANTING DETAIL W-"& -27-2Z67 NOT TO SCALE FINISHED GRADE TTT CUT AND REMOVE BURLAP 6" MIN FROM TOP 1/2 OF BALI.- BURLAP TO BE ROTTABLE. 18" MIN. NATIVE SOIL AND FERTILIZER OR COMPOST --- --- SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. CONIFEROUS TREE PLANTING DETAIL NOT TO SCALE VEGETATION AND - NATIVE SOIL HYDROSEED, SEE LANDSCAPING PLANS. TO BE DETERMINED BY STREAM RESTORATION SCIENTIST, 1111 1111 III III III _III I III it 1 III III III - i ORDINARY HIGH DEPTH VARIES, FIELD DETERMINE WATZID kJADV BY STREAM RESTORATION SCIENTIST OR CITY. OVER EXCAVATED FOR LOG 11"w" ; Ili 11 '16 ON RM-MIA-4 F. ...... INSTALLATION 1-1EIIIIIME , mill mm 71mmamm, III 111= OR DRIVE LOG INTO BANK LOG INSTALLATION SECTION NOT TO SCALE 15'-25' BOLE LENGTH A LOG DIAMETER = 12"-24", MEASURED 5' ABOVE ROOT WAD. -LOG BOLE DETAIL - CHANNEL CORRIDOR NOT TO SCALE ENCASE NON-CORRODABLE WIRE IN REINFORCED DULL GREEN RUBBER HOSE -77�- AT POINTS OF CONTACT WITH TREE. 11 J 2/3 HEIGHT OF TREE (4) 2"x2" CEDAR STAKES h'f MULCH 6" RIM BERM FINISHED GRADE 6" MIN CUT T AND REMOVE BURLAP FROM TOP 1/2 OF BALL. BURLAP TO BE ROTTABLE. 18' MIN. NATIVE SOIL AND --T-1 --7 FERTILIZER OR COMPOST SCARIFY BOTTOM OF PIT 2x'S ROOT BALL, MIN. DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE ROCK RIPRAP MEETING GRADATION HYDROSEED OR NATIVE REQUIREMENTS, MIN. 1.5' THICK PLANTING SCHEME ORIGINAL GINAL GROUND SURFACE 2--4- QUARRY SPALL T-1- I DRAINAGE FILTER, MEETING WSDOT SPECIFICATION 9-13.6, SLOPE PER MIN. 6" THICK PLANS _Iii r VARIABLE GROUNDWATER LEVEL NOTES: (SAME AS CREEK STAGE) ! III III -'II III -III —III 1. ROCK SLOPE GUIDELINES DERIVED FROM SECTION 3.2, HYDRAULIC DESICN OF FLOOL CONTROL CHANNELS". 2 RIPRAP GRADATION DERIVED FROM FORMULA 3-3 AND TABLE 3-1, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". II— ill !I —III Ill = III -iI- III — III —Il I�— 3 ROCK RIPRAP SHALL HAVE A MINIMUM DENSITY OF 165 LEIS PER, CUBIC FOOT. GEOTEXTILE FABRIC NATIVE MATERIAL 5, CLASS A i S WSDOT TABLE a 2 TYPICAL ROCK RIPRAP DETAIL G NOT TO SCALE b A2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 01/03/01 REVISED TO CONFORM NO. REVISION I BY IREVIEW I DATE_ ROCKQUApp '111 TO CONSTRUCTION RECORDS 411-F- %3LOIDOELINES RH2 ENGINEERING, INC. NOT TO SCALE MARK MILLER 01/03/01 H. RH2 ENGINEERING INC. DATE ti a6 oe WA a > b > c INEERS BOTHELL- OFFICE LESS THAN 30% OF ROCKS WITH a/c > 2.5 PLANNE LESS THAN 15% OF ROCKS WITH a/c > 3.0 NO ROCKS WITH a/c > 3.5 S C 4 I E1 S T S EAST WENATCHEE OFFICE 16727 ST SIGNED. DRAWING IS NOT TO SCALE ONAL 06108,198 IF BAR IS NOT 2 LONG " I 0 1 2 A 61-, y L of Renton Devil's Elbow Stream Restoration LANDSCAPING DETA ,,ILS I JOE NO. FILE ENGINEER RENEWED .DAR: i SCALE PI-Of DWG NO.: SHEET 196.024 DVL- DT I KMP RLB JAM, 03, '2001I SHOWN 12 0 C11 TABLE I RIPRAP GRADATION FOR 1-75' MAXIMUM SIZE WEIGHT SIZE Wmax Wmin Dmax Dmin 71-ESS (LIELS CLUS MESS (FEET) FEET ) W100 463 185 D10O 1.75 1.3 W90 161 D90 1.23 R": W50 137 93 D50 1.17 1-02 W30 53 D30 0.85 W15 69 29 D15 0.93 0.70 Ij NOT TO SCALE ROCK RIPRAP MEETING GRADATION HYDROSEED OR NATIVE REQUIREMENTS, MIN. 1.5' THICK PLANTING SCHEME ORIGINAL GINAL GROUND SURFACE 2--4- QUARRY SPALL T-1- I DRAINAGE FILTER, MEETING WSDOT SPECIFICATION 9-13.6, SLOPE PER MIN. 6" THICK PLANS _Iii r VARIABLE GROUNDWATER LEVEL NOTES: (SAME AS CREEK STAGE) ! III III -'II III -III —III 1. ROCK SLOPE GUIDELINES DERIVED FROM SECTION 3.2, HYDRAULIC DESICN OF FLOOL CONTROL CHANNELS". 2 RIPRAP GRADATION DERIVED FROM FORMULA 3-3 AND TABLE 3-1, "HYDRAULIC DESIGN OF FLOOD CONTROL CHANNELS". II— ill !I —III Ill = III -iI- III — III —Il I�— 3 ROCK RIPRAP SHALL HAVE A MINIMUM DENSITY OF 165 LEIS PER, CUBIC FOOT. GEOTEXTILE FABRIC NATIVE MATERIAL 5, CLASS A i S WSDOT TABLE a 2 TYPICAL ROCK RIPRAP DETAIL G NOT TO SCALE b A2 REVISED TO CONFORM TO CONSTRUCTION RECORDS DMB MLM 01/03/01 REVISED TO CONFORM NO. REVISION I BY IREVIEW I DATE_ ROCKQUApp '111 TO CONSTRUCTION RECORDS 411-F- %3LOIDOELINES RH2 ENGINEERING, INC. NOT TO SCALE MARK MILLER 01/03/01 H. RH2 ENGINEERING INC. DATE ti a6 oe WA a > b > c INEERS BOTHELL- OFFICE LESS THAN 30% OF ROCKS WITH a/c > 2.5 PLANNE LESS THAN 15% OF ROCKS WITH a/c > 3.0 NO ROCKS WITH a/c > 3.5 S C 4 I E1 S T S EAST WENATCHEE OFFICE 16727 ST SIGNED. DRAWING IS NOT TO SCALE ONAL 06108,198 IF BAR IS NOT 2 LONG " I 0 1 2 A 61-, y L of Renton Devil's Elbow Stream Restoration LANDSCAPING DETA ,,ILS I JOE NO. FILE ENGINEER RENEWED .DAR: i SCALE PI-Of DWG NO.: SHEET 196.024 DVL- DT I KMP RLB JAM, 03, '2001I SHOWN 12 0 C11