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HomeMy WebLinkAboutLarge Format5'-0" V-0- AT Y' STL BEAM STEEL GRATE /CONTESTEEL ANGLE, WT STL BEAM BEYOND 8"(V STEEL PIPE SECTION THROUGH ENTRY CANOPY TYPICAL SECTION THROUGH LOCKER WING SOUTH ELEVATION - MAIN ENTRY EAST ELEVATION 4"x4" STL FRAME PREFINISHED 4" DEEP MTL LOUVER i WEST ELEVATION - POOL SIDE OF LOCKER WING 18'-0" 22'-0" 18 GA CORRUGATED PREFINISHED MTL SIDING OPEARABLE TICKET WINDOW, TYP WEST ELEVATION - CONCESSIONS OPEARABLE TICKET WINDOW, TYP 5'-0" CMU PARAPET SCREENED MECH FLUE MECH EXHAUST ON ROOF BEYOND BEYOND NORTH ELEVATION - MECHANICAL ROOM NORTH ELEVATION - POOL SIDE OF CONCESSIONS AND ENTRY nnrn♦ni r unun�uin FROSTED GLAZING BOTTOM PANEL, TYP SMOOTH FACE 8" CMU, TYP COLOR: "ROSE BROWN" FEATURE WALL STAINED CONCRETE SPLIT FACE 8" CMU, TYP nni r.n. ffnnnr nnr.."i 51'-6" F.F.E SCREEN DUMPSTER GATE SPLIT FACE CMU FOR DUMSTER SCREEN 51'-6" F.F.E ARCHITECTURAL ELEVATIONS SCALE: 1 /8" = V-0" REVISIONS Z O '^ V , w W W 0. .� �LIJ V J W Z U J Q O LL z ry w Z W U U I_ � O H :D Cy Z > V) O� U Z r < z OO w z W W U w 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 NAC No. 2-02072 FILE ELEV DRAWN DAE CHECKED BS DATE 12-20-02 U11 E! © 2002 Northwest Architectural Co. 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ROSA MEDIEAND ALBA 1000 #3, 18' O.C. 1� jk- SCALE 1 ' = 20' 0" 178 62.0 130 13.9 SECT ON THROUGH PLANTING BUFFER I SCALE 1 /8" = 1 ' - 0" U) � W z ^Q I..L W CIL U) a— Z) Q Q U z 0 Q Q MIIRASE ASSOCIATES LANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 200 East Boston Street Seattle, WA 98102 (206)322-4937 Fax (206)329-7264 www.murasexom STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ROBERT K. CERTIFICATE MURASE NO. 417 0. W z W U U) U Q Y Q z C) a- Q �z> W � 0 o U ~ z � Q z zW � W U I 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 NAC NO. 02072 FILE DRAWN TC CHECKED MT DATE 12-16-02 L 2 © 2002 Northwest Architectural Co. PS z n -Iu-1 REVISIONS TREE INVENTORY NAME ACER MACROPHYLLUM QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS QUERCUS PALUSTRIS NOTE: ALL GRASS SHALL BE REMOVED EXPLINATION REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE REMOVAL -FALLS WITHIN CONSTRUCTION ZONE RETAIN -PROVIDE PROTECTIVE FENCING, NO STORAGE OF MATERIALS WITHIN FENCED AREA U) c— Z G � W Z ¢- J � Q� WuiF- � 7 U Z Z MURASE ASSOCIATES '. ANDSCAPE ARCHITECTURE URBAN DESIGN PLANNING 200 East Boston Street Seattle, WA 98102 (206)322-4937 Fax (206)329-7264 www.murase.com STATE OF WASHINGTON REGISTERED LANDSCAPE ARCHITECT ROBERT K. CERTIFICATE MURASE NO. 417 W F_ Z W U U) U Q� �Q �Z> w o U ~ Z of z z0 W W � U 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 CHECKED MT DATE 12-16-02 - REVISIONS W c- � Z � RentonCommunity I.LI Q W �J �Z W W J Renton,INA U 0 Q W EROSION CONTROL NOTES _ WATER UTILITY - GENERAL NOTES VICANITY MAP DATUM OWNER Z z P:_ _ Q J 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF SCALE 1 "=200' UU � �� (VERTICAL) NVD 1988 CITY OF RENTON - COMMUNITY SERVICES (PARKS) ---� ~ HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, \ J _ 1055 SOUTH GRADY WAY AS APPROVED BY THE CITY OF RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES \ Bronson woY N (HORIZONTAL) NAD 83/91. RENTON, WA 98055 2. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN SHALL BE DURING CONSTRUCTION. --_ ` (425) 430-6500 CONTACT: DENNIS KULP CLEARLY FLAGGED IN THE FIELD AND OBSERVED DURING CONSTRUCTION. - 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS BASIS OF BEARING 3. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR UNLESS OTHERWISE APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET ENGINEER C. p TO LAND CLEARING AND/OR OTHER CONSTRUCTION TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION AT 277-6222 24 HOURS Z BEARINGS ARE BASED ON CITY OF THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. _ 0 °���� SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED AND POTENTIAL a RENTON DATUM. USING CONTROL 217 PINEE SUITE 300 STREET, LUNDEEN FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S POINTS #1972 AND #1882 17 P, y EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. SEATTE, WA 98101 (206) 343-0460 CONTACT: STEVE PORTER FOR UTILITY LOCATE CALL 48-HOURS LOCATORS, 1-800-424-5555. , BENCHMARK 206) o� h 2O T7 4. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM 0 � REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR °y ELEVATIONS ARE BASED ON CITY OF SURVEYOR `�SIDNAL 1181oZ SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO ti CONTROL FACILITIES WILL BE NECESSARY TO INSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE:. AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE �O �� '�, RENTON VERTICAL CONTROL PT. #1882 (ELEVATION = 49.20) AND VERIFIED BY BUSH ROED AND HITCHINGS INC EXPIRES 01/23/2004 DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS. \'�j CITY AT RENTON CONTROL POINT 1972 2209 MINOR AVENUE EAST TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL SITE o0 (ELEVATION - 4 CON # 2209 I WA AVENUE COUGHLIN FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND 20SEAT 323-4144 CONTACT: JEFF MCMANUS PORTER AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT LINING SHALL BE IN ACCORDANCE WITH ( ) LUNDEEN ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL 5. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN JOINTS, THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR ANSI/AWWA \ SHEET INDEX 217PINE STREET - SUITE 300 APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, C153/A21.53-84. 3 INCH TO 12 INCH DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED SEATTLE.VVA98I0I OR RETENTION FACILITIES. JOINTS SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA CF�q� C00 COVER SHEET P.-206/343-0460 . C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL ,p F:206/343-5691 6. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED SOIL AREAS GREATER JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH C1.0 DEMOLITION PLAN ACONSULTING THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UNWORKED FOR MORE THAN TWELVE (12) HOURS, SHALL BE FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN C1.1 CIVIL SITE PLAN STRUCTURAL AND CIVIL COVERED BY MULCH, SODDING, OR PLASTIC COVERING. ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA \�� ENGINEERING CORPORATION C110/A21.10-82 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 7. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED I-7R 0 A PERIOD OF 30 DAYS OR MORE, ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC STORM WATER DRAINAGE NOTES SANITARY SEWER NOTES AND SPECIFICATIONS Z GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM QUESTION. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE NO A2380, OR M & H. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. HELD WITH THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION, PLAN REVIEW PROJECT MANAGER. RENTON AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. PERMITTEE, BUT MUST BE AUGMENTED WITH MULCHING, NETTING, OR OTHER TREATMENT APPROVED BY SEE WATER STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE "1988 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO AWWA C-504-80 AND MUNICIPAL CONSTRUCTION" PREPARED BY W.S.D.O.T., AND THE AMERICAN PUBLIC WORKS ASSOCIATION UNLESS OTHERWISE APPR; VED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET 8. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, WITH A 6 INCH INLET AND A M.V.U. OF 5 INCHES, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. CLOSURES, PARTIAL OR F"I__, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. NN A FENCE, A MINIMUM OF 3 FEET HIGH IS REQUIRED, WITH 3:1 SIDE SLOPES. STANDARD 7 INCH, 60 DEGREES V, THREADS, O.D. THREAD 4.875 AND ROOT DIAMETER 4.6263, THE POLICE DEPARTMENT. FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. L.L 1-3/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 3. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON W 9. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24' X 50' X 8" OF 4- TO 6- INCH QUARRY SPALLS FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS SHALL BE LOCATED AT ALL POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH WRITTEN APPROVAL FROM THE CITY OF RENTON DEVELOPMENT SERVICES DIVISION. CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. z CONSTRUCTION SEQUENCE: GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. W 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" 5. DATUM SHALL BE U.S.G.S. UNLESS OTHERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS. RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. U 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, REFERENCE BENCHMARK AND ELEVATION ARE NOTED ON THE PLANS. THE CITY OF RENTON, THE APPLICANT AND THE APPLICANTS CONSTRUCTION REPRESENTATIVE. 2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW v, "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR r , 2. VERIFY VERTICAL AND HORIZONTAL LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES. CONTACT ALL UTILITY THE CLEANING OPERATION. CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF v_ COMPANIES THAT MAY BE EFFECTED BY THE PROPOSED CONSTRUCTION. THE ONE CALL NUMBER IS AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS 1-800-424-5555. A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION Q 3. MAINTAIN ALL EXISTING UTILITY SERVICES DURING CONSTRUCTION. RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE DEVELOPMENT SERVICES DIVISION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. Q 4. VERIFY GRADES PRIOR TO CONSTRUCTION. FLAG CLEARING LIMITS. 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED p 5. INSTALL STABILIZED CONSTRUCTION ENTRANCE. (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT DEVELOPMENT SERVICES DIVISION. PERMITS PRIOR TO ANY CONSTRUCTION. F Q BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH U W 6. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE, 9. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH 8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION, SHALL TAKE PRECEDENCE OVER ALL Z SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE OTHER PLANS. 7. INSTALL OFFSITE CATCH BASIN PROTECTION. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 10 (TEN) CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE to O WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON A PERMIT FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. � Z 8. CLEAR & GRUB AREAS OF THE SITE TO BE ROUGH GRADED OF FILLED. INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER U Z 9. CONSTRUCT SEDIMENT INTERCEPTOR SWALES AND CHECK DAMS. BACKFILL SHALL BE COMPACTED TO MINIMUM 95% FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED W W W W 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6" OVER AND UNDER P.V.C. PIPE. PROFESSIONAL SURVEYOR. Z �/ U Ld 10. REMOVE UNSUITABLE BEARING MATERIAL AS REQUIRED. STARTING CONSTRUCTION. 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE 11. GRADE AND PLACE ACCEPTABLE FILL AS REQUIRED AND COMPACT ACCESS DRIVE SUB -GRADE AS INDICATED ON 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF THE DRAWINGS. INSTALL STORM CONVEYANCE SYSTEM. DIRECT ALL SURFACE WATER TO THE PROPOSED CATCH SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF BASIN. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE THE SITE AT ANY TIME DURING THE TO THE CITY OF RENTON. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE GRADING OPERATIONS. USE CATCH BASIN SEDIMENT FILTERS TO CAPTURE SEDIMENT PRIOR TO DISCHARGE. OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK. THE SAME AS DESCRIBED. 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS 12. INSTALL NEW UTILITIES PER THE DRAWINGS. WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 12. OPEN CUT ROAD CROSSIN,S FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED / A SECTION. ALL NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND WITH CRUSHED ROCK ANC MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE A. WET TAPS TO THE CITY OF RENTON WATER SYSTEM SHALL BE MADE BY A CITY APPROVED SUBCONTRACTOR. BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT-OF-WAY WILL NOT BE ALLOWED UNLESS NEATLINE CUT WITH SAWN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY SPECIFICALLY APPROVED BY CITY OF RENTON. AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND B. THE CITY OF RENTON SHALL INSTALL THE DOMESTIC WATER METERS. 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE SHALL BE PER CITY OF RENTON CURRENT STANDARDS. CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK 3. FINISH GRADE SITE AND CONSTRUCT ASPHALT PAVING AREAS, ACCESS DRIVES SIDEWALKS, CURBS AND GUTTERS. ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8"/40%-70% PASSING; 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 2"4' ROCK/30%-40% PASSING; AND -2" ROCK/10%-20% PASSING. 2201 SIXTH AVENUE 14. COMPLETE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF SUITE 1405 SF-ATTLACCEPTANCE PRIOR TO FINAL TIE-IN. 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. (206) + A 5221 15. REMOVE EXCESS EXCAVATED MATERIALS, TRASH DEBRIS, AND WASTE MATERIALS AND DISPOSE OF IN AN UNLESS APPROVED BY THE DEPARTMENT OF PUBLIC WORKS, DESIGN ENGINEER OR STORM WATER UTILITY. FAX (206)4441-� 917 AUTHORIZED LOCATION AT NO COST TO THE OWNER. 16. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE AN ACCURATELY DIMENSIONED CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH STAR MANUFACTURING COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY THE WATER TO THE CITY OF RENTON UPON COMPLETION. SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE rFILE AC No.16. CLEAN STORM DRAINAGE SYSTEM OF ALL SEDIMENT AND DEBRIS. UTILITY SECTION. CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM 17. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES. OIL MAT 01" THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION, GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING STREETS MAY BE SPADE CUT, ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. DRAIN PRW DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. CHECKED SCP EXISTING EXPANSION JOINT. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DATE 12-18-02 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE DUCTILE IRON CLASS 50. 18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN TEN DAYS. CALL FOR PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH, TRENCHES WILL NOT BE LEFT OPEN OVER CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. NIGHT WITHOUT PRIOR WRITTEN APPROVAL OF THE INSPECTOR. REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRANSPORTATION DIVISION. ALL SECTIONS OF THE W.S.D.O.T. STANDARD SPECIFICATIONS 1-07-23, TRAFFIC CONTROL, SHALL APPLY. 19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL CHEMICAL PROCESS LINES SHALL BE 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER Co. O SCHEDULE 80 PVC PIPE. PROTECTION AREA. iv Y ICR, �m i, kiE d COVER SHEET © 2002 Northwest Architectural Co. PS ,b,11 boi' 1. I SEC 17, TWN 23 N1 RGE 5 E, W.M. - 0 per. h �b °�` }' h psi r + hb +b / m t SIGN "PARK tie ti� }'9 _ _ /' +Gn. boy I PARKING 06" y00 INLET TE=51.13 ! I IE=48.23 (6'CMP-NW) -- I 5 P.S. I / \ SIGN "PARK I h I I PARKING ONLY" \ I I p9. i bC' + o + , ! ' a / + 1 I ' hry + I hti "' 1 / �y ryti i co SIGN "PARWV 1 � 0 ' SOCCER EIEED h PARKING ONLY" hb htia^ I f / ASPHALT a^ �� I ° y DpCV S'Y. ,o- \ H EAVE ' �• oh i `'� i �� I +" i ATHR00 ° W sl II 1 I F-51.29 Eby -- -- --- --fig-- — — b°ti I yoti o ; I 1 ASPHALT �o I + } 5 P.S. SHRUBS & , °a Alb BUSIES lhm I h / o- a� '7ti , o �__- SOCCER � °, o° r I GOAL 1 �`� I .. , � � �' � �� h POST ' - j � RELOCATE EX SOCCER GOAL t I ' RBuIOVE EX LIGHT M 0 bb j + / b REMOVE EX I h o ASPHALT WALK I I I CIO I i I ( � i / mb EX TRtE TO BE f BUSHES � + REMOVED (TO) W 7 I I 178862C ASPHALT 1303913. C I lb Qj y�o GRASS / H BIBB h \ V REMOVE ARROW STPoPINQ o / / l C° + PLANTS ` + 1 ti h X� r ' � BUSHE � h yet GRASS a G C-� I ` .. \ �� � R —�huh \ JIN --�. �. // REMOVE EX >' y; \ t \ / .oe;, PICNIC SHELTER\\ SSMH REMOVE EX � -AND CONC PAD.- , tIE=43.96, cTR. ASPHALT WALK -- \ / \ e ti ° o Ih,' ry 6 �' ,go°h <� - a EX -TREE TO BE h'y REMOVE EX \ REMOVED (TYP) \ ' ��� +6 �o�i ill LIGHT (TYP)000, ,. 00 0 � ° a Air ,> � CO U h _ �; h' ASPHALT WALK. 49 0 W 30. 6 e WALK @�;'' ' S b 3 P it CP SSW K �-.ASPHALT, �p C.C. Uj PLANTS �° GRASS 5 P.S. .c _b � ..- � \ �L �— INLET INL TE=5 .16hryqh u) 30 TE�49. ry, o ti� IE=4 46 (12 -E) " M 1 SIGN "E PLOYE h9 I0446.37 °GONG. -SE) h° hq5 h° ) 7 h w y PARKING\ QKY" -— - _ b° -- - ---- — -- --- v SIGN "EMPLOYEE SSMH 48" BRICK - PARKING ONLY" ` 1 ASPHALT CB TY. I ASPHALT -- ,\TE=51.49 �, N b „ TE=50.04 _► IE=45.89,6' NW IE=46.04 (12"CONC-E) v 45 69 6 SE °� 0° ° y�v IE-4 9;8" S� _e°� h ti CB TY. I 4\ \ o t IE=46.04 (12'CONC-W) TE=51.28 °� E" EC x fi V o I IE 47.43 12"CONC-NW) INL hb - - - -- - PLANTS ti� >6 0� R. AE - gory o° a'ti. IE_47.83 (6"PVC SE) TE= 2'50 4 P.S b � - -- -- --- -- -- - -- -- -- -- �� r(A '�IE�47.43 (�"CONC-SW) IE 1 25 ASPHALT `�,�SMH 36° BRICK I �011,. JJA� c`' _'.: `� �' � AREA r k,BANDONED) I ,,.VE-51.09 TE=51.31 h h91 - 40.05' o o" ti IE=43.59 (BOTTOM) ryo IE ,,60.85 c b m GATE -- ---- — °ryo \\ CHAI LI FENCE+ GONG. JERSEY yti o° BARRIER toe 2�, " v Alb a a h ++yti hti hti 01 0 Ib STA:1 AIIIIIIIII"h) Call '4rg REVISIONS before you 0 10 � g 20 40 ■ 1-800-424-5555 _ SCALE 1"-20 UNDERGROUND SERVICE (USA) W Q w OWNER CL 0- Z CITY OF RENTON - COMMUNITY SERVICES (PARKS) W W Q 1055 SOUTH GRADY WAY r ^ v , RENTON, WA 98055 (425) 430-6500 CONTACT: DENNIS KULP V Cn cn w ENGINEER 1= Z z J COUGHLIN PORTER LUNDEEN Q Q 217 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CONTACT: STEVE PORTER SURVEYOR BUSH, ROED, AND HITCHINGS, INC 4� 1 2209 MINOR AVENUE EAST 'w SEATTLE, WA 98102 y (206) 323-4144 CONTACT. JEFF MCMANUS SHEET INDEX 26577, o��ssIONAL CO.0 COVER SHEET C1.0 DEMOLITION PLAN EXPIRES 01/23/2004 C1.1 CIVIL SITE PLAN COUGHLIN PORTER LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE. WA 98101 P: 206/343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION LEGEND STA:154 EXISTING REMOVE PROPOSED ASPHALT PAVING L-1 CONCRETE PAVING BUILDINGS WETLAND AREA JIL JL GRAVEL F- L -1 RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE - - CONSTRUCTION LIMITS SITE FENCE SILT FENCE CURBING , ROCKERY CTIDC C = TREE W/PROTECTION ( s 9 O Z W W Z W U Cn U_ I- Q Neo D Lr- Q OIL Q � F �Z> �0 O U Z QD Z O Ld LLJ W w 0: U CONTOUR (INDEX) —100— CONTOUR - --98 WATER LINE W— W A SANITARY SEWER LINE------- SS-4---/-- STORM DRAINAGE LINE- - --SD— POWER - -- - -- P t 2201 SIXTH AVENUE 05 TELEPHONE LINE - - --T -t-f SUITE 1 SEATTLE, CIA 98121 GAS LINE - ---- G f FAX �20611441422 -� 917 FOOTING DRAIN NAc No, =308-02 STORM CB W/PROTECTION FILE ` DRAIN PRW WATER METER/VALVE/FH ® N-(�- ) CHECKED SW STORM CB/MH L J � A DATE 12-18-02 SANITARY SEWER MH/CO r ) o x x GAS VALVE/METER M ❑0 xI x C STREET LIGHT ASSEMBLY—\\ >< ICRC�TELEPHONE RISER/MH DO I1 C 1 .0 - LO#iL-� DEMOLITION PLAN © 2002 Northwest Architectural Co. PS < A- r-, '�L- L C.P -7 SEC 17, TWN 23 N, RGE 5 E, W.M. y0' R t SI(N "PARK // PARKING ONJ„ y�0 INLET yvy - -J - -- - I TE=51.13 j IE=48.23 (6 CMP-NW I -- ( 5 P.S. ` ° � yb I I SIGN "PARK�� PARKING O�I_Y" \ b0. + INEW MEWALK + I I tiry TOJAEET EX /WA&T PAVNf SIGN "PARW-4' SOCCER FIELD / y�h" , p ti- t-- --- - -- _ - , y / I yo � P• - yti. _ PERIMETER FENCE I ASPHALTo°° y�; y0o� ^ . D�' (SEE AR(.'H'L PLANS) ° _ ° I�R /;! / y i + ya , ' oe BULDING SAMTARY SEWER CONNECTION ASPHA '\ 77 4 - r Q' NEW CONCESSION , j + r ," --- s CONC PAVING - i ) y - �� POOL SUB DRAIN /� �/y1-0 BUILDING FF-51.50 d - NEW ONE-WAY {. t SURRONDING POOLS MOINTORING WELL �� y P-OFF E D�0 Q TO E SLOPED �, ; �-� a - - ROUTE POOL DRAINS ; - ti ; � � .. _ . �.-� SEE MECH L PLANS.::. < ! _: �% � y GRASS / �4WAY FROM'POOLS. / / �� TO MECHANICAL �, SANFARY Q sEuuER. y fi b SEE MECH'L PLANS. t h \ I °i V U q y O s - F 2$ + , { 00 PLANTS � a�lBUSHE K �LAP POOL i" T EX y SPRA Y - U S - x d T {3F DECK 0` ELEV 52 U 0 OPT / i o SIDE RTO __- - \ " GROUND _ � - � 0 R_ ;VV TE SURF - A 1 y NEW HOLE - o° LANDSCAPE PLANTER J/1, . .. -� -� ::.-.: - : � _�.. -. -...; ' . <.a.. - v a ' a. /^ t 162 .1 F 8 SS ® 0.50% CAS J / 1 tj ,,- t l oy` T- � � ' ` � - •` _ ° � - - \\ 6" 7 ,_ R=12 �� �y� IE=44.N 8"(IN IE ° �® �� Y� N r TICKET BOOTH � SSMH'41 - �I SSMH #4 I r + , 2(4 )POWER CON W 14 1 RIM=51.Oo I MECH L ' y ye' a ' v, o IE=44.45 `$" RIM=51.0 _„_ + CONNECT TO EX PO ( _ -- - -"- R _ _ IE=46.28 _EX 6 (IN)NW (VERIFY IN FIELD) " °� POLE SEE ELEC'L PLAN S= CO � IE=44.45 8" IN)SE 1°00 NEW CHANGING IE=45.36 8„(IN�)SE§j _ j FMATION DOUBLE '' b '�- IE=44.35 8"�OUT)SW _: FOR MORE INFORMATION. y°,� y �� _ � ° 1 �. FACILITIES FF=5154 I ( ) y VALVE IE-45.26 OUT SW CHECK ASSEMBLY !, I �- t--e- ,a ti �� �\\ �\� �.. - Sd9°03' W 30. 6. G.C. y ASPHALT WALK. l 00 A LSC ' .. �� ^YVt D o Sew. K �_ ........... ---- + 5 DUMP „ y 1fi PLANTS ° R-217., - 5 P. -.-SS -.00:4% S. / O CD � o - r i + �� ,� TE=.16 S ay ti yti� o `\ AREA TO TE=1 46.37 -- -�= SSMH #3 EX IE=4 .46 (12 -2E) y :b!"SIGN � GAS SERVICE. -- PARK RIM=50.95 y y° ----- y°2__._- __-- --- _ -- SSMH 48" BRICK r- SIGN EMPLOYEE PARKING ONLY o Q, CB n. I RIM=50.51 ASPHALT IE=45.01 8 (OUT)SW �"� . _ TE=51.49 ASPHALT TE=50.04 IE=45.89,6" NW IE=44.75 8 (!N)NE �► r - 4 \ _ � 69,.6 SE IE=46.04 (12"GONG-E) IE=44.65 8"()UT)W P y IE=49 8" Sw CB Ty. 5 ` o �- E=46.04 (12"GONG-W) TE=51.28 ) INL -- - �h p - ROUT OF GAS SERVICE + IE=47.43 12"CONC-NW 14 P.S 3 DOMESTIC WATER METER IE=47.83 (6"PVC-SE) TE= 2s0 ------ -- --- - - -- PLANTS y y° _ ' - " o- -- _ h T SITE BY PSE CIE<-47.43 (1�"CONC-SW) E= 1.25 - ° �2 ti76 ti' °WALLAS _ 0 y r SEE IuE(,'H L PLANS. TO PR y ------ --- - y f ` SSMH 36 - p - -- - _ P. I ( UK ABANDONED) AREA y E TE=51.09 TE=51.31 _ y. 2' IRRIGATION METER ;r' IE=43.59 (BOTTOM) h"° GATE IE ti60.85 - w - - 5 ° N51 5" 4 0 CONC. JERSEY BARRIER 6� �� A + + yry. yti. yti. \ b. • t5 �� yeti +,':' e ° T 1 Qt s W STA:1542 • 20 , 0 1 g •• i' i SCALE-5555 • ' UNDERGROUND SERVICE (USA) A:154 CITY OF RENTON - COMMUNITY SERVICES (PARKS) 1055 SOUTH GRADY WAY RENTON, WA 98055 (425) 430-6500 CONTACT: DENNIS KULP ENGINEER COUGHLIN PORTER LUNDEEN 217 PINE STREET, SUITE 300 SEATTLE, WA 98101 (206) 343-0460 CONTACT: STEVE PORTER SURVEYOR BUSH, ROED, AND HITCHINGS, INC 2209 MINOR AVENUE EAST SEATTLE, WA 98102 (206) 323-4144 CONTACT: JEFF MCMANUS SHEET INDEX C0.0 COVER SHEET C1.0 DEMOLITION PLAN C1.1 CIVIL SITE PLAN LEGEND EXISTING REMOVE PROPOSED ASPHALT PAVING CONCRETE PAVING BUILDINGS \ AIL �I. WETLAND AREA GRAVEL RIP RAP CONSTRUCTION ENTRANCE SAWCUT LINE CONSTRUCTION LIMITS SITE FENCE SILT FENCE CURBING =� ROCKERY 0= CEO! TREE W/PROTECTION ( �` CONTOUR (INDEX) -100- -100- CONTOUR -98-- __ _ 98 - WATER LINE --W SANITARY SEWER LINE SS STORM DRAINAGE LINE--SD-- POWER P TELEPHONE LINE T T GAS LINE G G FOOTING DRAIN -- - - STORM CB W/PROTECTION WATER METER/VALVE/FH ED STORM CB/MH �_J V SANITARY SEWER MH/CO ( � o ■ GAS VALVE/METER M 0 b 0 STREET LIGHT ASSEMBLY- 0- TELEPHONE RISER/MH LiO ■ O CIVIL SITE PLAN REVISIONS V / I- z 0 Q W ^W I..L Z ♦♦W W < VJ D Q U � U) Q Q W zz�_, J J �D � woz EXPIRES 01/23/2004 COUGHLIN PORTER LUNDEEN 217 PINE STREET - SUITE 300 SEATTLE, WA 96101 P: 2061343-0460 F: 206/343-5691 A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION 0 Z ry W z Uj Uw U_ Q � Q z C) Q M� 0z> 1..1. r� I OY 0 0 z Q Z 0 W W 0 W z U 2201 SIXTH AVENUE SUITE 1405 SEATTL& CIA 98121 (206) 441-4522 FAX (206) 4411- 917 NAC No. 002130E-02 FILE DRA*j PRW CHECKED SCP DATE 12-18-02 C C1.1 © 2002 Northwest Architectural Co. PS \�'jl� ;i -_ -, N:\2-02072\6\A\LandUs Permit\SitePlan160.dwg, 12/19/2002 03:20:19 PM, de99ink r I _ .. I i 1 ` - _) ' I 'A: - FACILITY PARKING STALLS REQUIRED PER FACILITY RENTON COMMUNITY CENTER 354 NO SPECIFIC CRITERIA IS GIVEN FOR COMMUNITY CENTERS. CLOSEST SPECIFIED RELEVANT USE IS AUDITORIUM. RCC HAS 35,380 SQ FT: 100 SQ/FT PER ONE STALL = 354 STALLS CARCO THEATER 75 PARKING REQUIRED PER SEAT COUNT - 300 SEATS : 4 SWIMMING POOL 266 NO SPECIFIC CRITERIA IS GIVEN FOR SWIMMING POOLS. CLOSEST SPECIFIED RELEVANT USE IS OUTDOOR SPORTS FACILITY. POOLS (12,800 SQ FT) DECK AREA ( 13,800 SQ FT) TOTAL POOLS AND DECK AREA = 26,000 SQ FT : 100 SQ/FT PER ONE STALL = 266 STALLS TOTAL NUMBER OF PARKING 695 REQUIRED IF ALL FACILITIES ARE USED CONCURRENTLY AVAILABLE PAVED PARKING ON SITE 400 VKUVtK I T LINt ®_ m® m m m i m PEDESTRIAN ACCESS AREA OF WORK IS IN A FLAT SITE. SEE CIVIL DRAWINGS FOR CONTOURS. CIv amAw N SITE PLAN SCALE: 1" = 60' 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 G 2002 Northwest Architectural Co. PS O LAZY RIVER UMBRELLA O ' A If I I I I I I jI I - I I � I � I I \ ® SHE FLOW — T 3.6 SKf�AY • -ARCHES e� 3.6 • CURVED UPFALLS _- ----- A LAZY RIVER — i 61 SF I ATER �'��� \ '!/ 3.6 LEISURE ARE — 2 982 CO�fjS SHADE UMBRELLAS " 34 Y r (3) GEYSER TE=49.92 CB TY. I TE=50.04 IE=46.04 (12"CONC—E) IE=46.04 (12'CONC—W) NTC R.R. TIE N:\2-02072\6\A\LandUs Permit\SitePlan20.dwg, 12/19/2002 01:49:05 PM, deggink i 3.6 r B ' PLUNGE AREA — 1.000 SF WATERFALL L 6 RFAL • J PEDESTRIAN DECK W/ HANDRAIL L Y RIVER WATER CURTAIN 5.0 4.0 SCS SURPRISE TREE (D —RAIN4 3. D. I �- -i I\-1 11 n-- TOTAL POOL. AREA; —00. ASPHALT ACTIVITY POOL - 9.520 SF _MELLl INLET�— TE=51.16 IE=47.46 (12"CONC—SE) ASPHALT IRR. DDCV I— — — — EAVE ASS'Y. PATHROO WM's� L102 2 WE wm,.o,o,l 011011110 SIGN "EMPLOYEE PARKING ONLY" CB TY. I TE=51.28 IE=47.43 (12"CONC—NW) SHRUBS & II - 5 P.S. BUSHES t ASPHALT 1 REVISIONS 1 Iy w EL w �Z Q on- ZQw J cn 4a' V cp GRASS o TRUE NORTH l �at w w U U Q `1 Q z o o w Z Of Z > CC) z O O F— z Z Q o z U xj r.4 JECT N RTH3T4424w p.20 ' 30.05 P.S. 2201 SIH AVENUE SUI E 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 0 g M NAC NO. 2-02072 GV SIGN "EMP FILE PLAN2 w PARKING DRAWN oAE O CHECKED BS O DATE 12-20-02 ASPHALT A SIT P �iNL M SCALE 1"=20' t� nc 5'-0" 6'-0" WT STL BEAM STEEL GRATE L CONT STEEL ANGLE, TYP WT STL BEAM BEYOND 8"0 STEEL PIPE SECTION THROUGH ENTRY CANOPY A B nP ^n[ \T\ITII AT1^kl TYPICAL SECTION THROUGH LOCKER WING TOP OF ROOF ® FEATURE WALL BEYOND y SOUTH ELEVATION - MAIN ENTRY EAST ELEVATION CMU PARAPET MECH EXHAUST 4"x4" STL FRAME SCREENED MECH FLUE BEYOND PREFINISHED 4" ON ROOF BEYOND DEEP MTL LOUVER I WEST ELEVATION - CONCESSIONS 18 GA CORRUGATED - PREFINISHED MTL SIDING COLOR: "FLEMISH BLUE" OPEARABLE TICKET WINDOW, TYP PREFINISHED MTL FASCI TYP SL COLUMNS AND BEA' S, PAINTED RED, TYP n\�11 1"\ AAA1"1rT NORTH ELEVATION - MECHANICAL ROOM NORTH ELEVATION - POOL SIDE OF CONCESSIONS AND ENTRY 11\VJ 1LU VL/-\LII\V UVI Iv1Y1 PANEL, TYP FEATURE WALL STAINED CONCRETE 51'-6" F.F.E -SMOOTH--== COLOR: "ROSE BROWN" A — —= • •-: "ROSE BROWN" •- LOCKERS, lwkwm >ie .ate _ �r�mram m������ �S mm *am Wkw �1fl �1 �i+ln+�+a� GIB �ii11lN171 ® I ������ �1���������������� �������m� R �■_ 11 �s� �+► �. ��1•��'��i��ll����������i BEY >rs I� �� I� ■�1�������1 �1■■�■■II���■�■■■■1 ■�■■■■■■■� �■���■iiiipiiiiiiiiiii I�i451�i91�Ikkk;�C9fi�1l�4�sf�l _I■..■.....■.....,II......■.._ ��� ■_ _�� ■�I�rr�OMM1mm 11 i!? ALE �� 1■����■■■■I. II---------- ■20900M fi? ►7 !# �1_■ ..............III........._ ���������� Am, :�9 i69!Yt 3�. i �lI ammommal MIIaw7MLfi].rn�/kaetscaa�waOc ImaMKi •rncMaaWG l.na+tlFY�rowwb I IkRpLIIY62 S 9iL 11 @mil I �1■■�■�� ��■��■�■III■�■�■����� �owzZwOm ■���� �� to ���■ l i �����■���■II1������■■III cv»a ��r��� 1 .������1��� �l------��������c:..�-------�� T FACE CMU FOR STER SCREEN 51'-6" F.F.E REVISIONS Z O ♦^ V J !z a ` W W Lu -I I..L W p U) U Z) W 0 Z U Q � J Q O z ct W Z W U U) U Q� Q z I-_ Q pZ> ~ 0 < O U Z Q z O w z W Q W U w 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 NAC No. 2-02072 FILE ELEV DRAWN DAE CHECKED BS DATE 12-20-02 WEST ELEVATION - POOL SIDE OF LOCKER WING N:\2-02072\6\A\LandUs Permit\Elev.dwg, 12/19/2002 02:11:29 PM, deggink ARCHITECTURAL ELEVATIONS SCALE: 1 /8" = V-0" " CRUILME 0 El © 2002 Northwest Architectural Co. PS REVISIONS 10'-5No" 3' 22'-0" f—O" \ ll, I a CONCESSIONS NOTE: CDy— I I \� ONLY PREPARED FOOD WILL BE SERVED FROM I CONCESSIONS AREA. THERE WILL BE NO FRYING OR COOKING. 1 / CONCESSIONS SEE CONCESSION I oI 01 NOTE If 1 EXAMPLES OF FOOD THAT WILL BE SERVED ARE I PRETZELS, POPCORN, SOUPS, PRECOOKED AND ON —SITE WARMED HOT DOGS, COLD SANDWICHES, -- I SNOW CONES, ICE CREAM AND SIMILAR ITEMS. THERE MAY BE A PROPANE FUELED RESIDENTIAL TYPE OF BARBECUE GRILL AT THE EXTERIOR FOR PREPARATION OF HAMBURGERS. C - I 1I 01 1 II 1 DRINKS SERVED WILL BE SODAS, JUICES, COFFEES I CONCESSIONS / AND SIMILAR ITEMS. 1 STORAGE / 0 IN THIS AREA THERE WILL BE A MOP SINK, A HAND 1 02 / '� I f LO WASH SINK, AND THREE (3) COMPONENT DISH WASHING SINK. THREE COMPONENT SINK WILL ONLY BE USED FOR WASHING UTENSILS AND - MISCELLANEOUS CONTAINERS, BUT NOT FOR POTS AND PANS, WHICH WILL NOT BE ON THE SITE. � I D --- � AMONG PROVIDED EQUIPMENT THERE WILL BE I / MICROWAVE, REFRIGERATOR AND ICE MACHINE, BUT I MANAPROSHOPTICKETS NOT A DISHWASHER. o I I I I -- I 1 1 II II I I F, I ° I I I i — _ -- I FEATURE WALL F' I I I I I Ito I II I I _ I j Ir ---------------— — — — — — — — — — ----------------------------- ----- LOCKERS LOCKERS - - / 1 � J I TICKET I I FAMILY FAMILY FAMILY FAMILY UN T€ 107 os o9 10 i i o I I II I H' I iJ Li L4= MEN'S M I I CHANGING RM ILETS - 1 11 I 0 ❑ ❑ 1 � \ v v v v v v tit f co - - -j - -- II I o 16'-0" 16' 0" i �1 2 3 WOM EN' S TOILETS 11 �\ v v v vI v POOL EQUIPMENT STORAGE 13 WOMEN' S CHANGING RM 12 DATA ELECTRICAL 0 14 14A --------------------------------------- 7------ j I 16'-0" 16'.-0" 16'-0" 16'-0" 16'-0" 4 5 6 --J 0 - - - - - - - - - - T - - - - - - - - - - - - - - - - - - - Q V LIFE GUARD FIRST AID BOILER ROOM 15 16'-0" MECHANICAL 17 U �L TRUE NORTH 0%0 .0 i ACID BLEACH PRE-CHEM " PROJECTB 18 19 20 - ----- NORTH DUI P�STER I I I I 16 o" 16'-0" - --- II A II no W a_ W z U J D C Z O Q O J LL Of W z W U V) U_ Q Y D Q z a- O ::) Z Z Q o w z W 0� 0 W U w [if 2201 SIXTH AVENUE SUITE 1405 SEATTLE, WA 98121 (206) 441-4522 FAX (206) 441-7917 NAC No. 2-02072 FILE FLR DRAWN B S CHECKED B S DATE 12-20-02 A 5 _ . N:\2-02072\6W\LandUsePermit\Flrplan.dwg, 12/19/2002 03:36:13 PM, deggink FLOOR PLAN SCALE: 1 /8" = 1'-0" © 2002 Northwest Architectural Co. PS SA-C)a-1��