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Home My WebLink AboutzR-3842SetX N �w U = �Cn ° ry �w > �o n 3;: O w¢ �u u � U O o -U 0 1 ° U °I ° 00 --t co '- o CD LL- 0 0- > (3)U :3 U co � O C: C) a� �o o C00 B(D Ln �o OCD =o Q- V) a_ a� o a r�-i E Ln U T- 0 C co j �a- dQ o� u� AGENCIES/PURVEYORS CITY CITY OF RENTON PUBLIC WORKS CITY HALL - 1055 S. GRADY WAY RENTON, WA 98057 (425) 430-7216 (PHONE) CONTACT: JAN ILLIAN CITY CITY OF RENTON DEVELOPMENT SERVICES CITY HALL - 1055 S. GRADY WAY RENTON, WA 98057 (425) 430-7219 (PHONE) CONTACT: JILL DING WATER/ CITY OF RENTON PUBLIC WORKS STORMWATER/ CITY HALL - 1055 S. GRADY WAY SEWER: RENTON, WA 98057 (425) 430-7247 (PHONE) CONTACT: ALLEN QUYNN ELECTRIC: PUGET SOUND ENERGY 8001 S. 212 STREET KENT, WA 98032 (253) 395-7053 (PHONE) CONTACT: DEREK BROGER NATURAL GAS:: PUGET SOUND ENERGY 8001 S. 212 STREET KENT, WA 98032 (253) 395-7063 (PHONE) CONTACT: MIKE TORGISON TELEPHONE: QUEST COMMUNICATIONS 23315 66th AVE. S. KENT, WA 98032 (206) 345-3488 (PHONE) CONTACT: KEN KOBES OWNER RYAN COMPANIES US INC. 3900 EAST CAMELBACK ROAD, SUITE 100 PHOENIX, ARIZONA 85018 CONTACT: DAVID WILLIAMS PHONE: 602-350-2085 FAX: 602-322-6326 EMAIL. david.williams@ryancompanies.com ARCHITECT COLLINS WOERMAN 710 SECOND AVENUE, SUITE 1400 SEATTLE, WASHINGTON 98104-1710 CONTACT: JAMEY BARLET PHONE: 206-245-2100 FAX: 206-245-2101 EMAIL: jbarlet@collinswoerman.com ENGINEER WHPACIFIC 12100 NE 195TH STREET, SUITE 300 BOTHELL, WASHINGTON 98011 CONTACT: TED EVERAGE, P.E. PHONE: 425-951-4800 FAX: 425-951-4808 EMAIL: teverage@whpacific.com GEOTECHNICAL ENGINEER TERRA ASSOCIATES 12525 WILLOWS ROAD NE, SUITE 101 KIRKLAND, WASHINGTON 98034 CONTACT: CAROLYN DECKER P.E. PHONE: 206-255-4988 FAX: 425-821-4334 EMAIL: cdecker@terra-associates.com RENTON, WASHINGTON 2015 VICINITY MAP NOT TO SCALE PROJECT PERMITS: U15 001780 U15 001926 B15 002025 B15 001781 SHEETINDEX Sheet SITE DETAILS Sheet Title Number C5.2 C1.0 COVER SHEET C1.1 NOTES TP1.1 EXISTING CONDITIONS SURVEY TPL2 EXISTING CONDITIONS SURVEY C2.1 COMPOSITE UTILITY PLAN NORTH C2.2 COMPOSITE UTILITY PLAN SOUTH C3.1 HORIZONTAL CONTROL PLAN NORTH C3.2 HORIZONTAL CONTROL PLAN SOUTH C3.3 GRADING PLAN NORTH C3.4 GRADING PLAN SOUTH C3.5 SITE &GRADING DETAILS C4.1 STORM DRAINAGE PLAN NORTH C4.2 STORM DRAINAGE PLAN SOUTH C4.3 STORM DRAIN PROFILES C4.4 STORM DRAIN PROFILES II C4.5 STORM DRAIN DETAILS C4.6 SITE DETAILS C5.1 WATER PLAN NORTH C5.2 WATER PLAN SOUTH C5.3 WATER PLAN DETAILS - ENLARGED C5.4 WATER LINE PROFILES C5.5 WATER LINE PROFILES II C5.6 WATER PLAN SW 27th STREET C5.7 WATER DETAILS C5.8 WATER DETAILS II C5.9 SANITARY SEWER PLAN C5.10 SANITARY SEWER PROFILES C5.11 SANITARY SEWER DETAILS GENERAL NOTES: 1. HORIZONTAL DATUM: NAD 83/91, BASED ON CITY OF RENTON SURVEY CONTROL NETWORK, POINTS 1551 (3/8" BRASS PLUG IN MONUMENT CASE IN CENTERLINE LIND AVE SW AT SW 23RD ST) AND 1881 (3.5" BRASS DISK IN TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE AVE SW) INVERSE N40'58'53"W, 3375.06' 2. VERTICAL DATUM: NAVD 1988 CITY BENCH MARK: POINT 1881, SEE DESCRIPTION ABOVE, ELEVATION = 24.16' SITE BENCH MARKS: MONUMENT IN CASE ON THE MONUMENT LINE 3' NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH NACHES AVENUE, BEING A 4" X 4" CONCRETE MON WITH 3" BRASS DISK, 0.4' BELOW RIM. ELEVATION = 25.06' TACK IN LEAD AT BACK OF CONCRETE WALK AT NORTH SIDE OF GRAVEL ROAD LEADING WEST FROM CUL-DE-SAC AT SOUTH END NACHES AVENUE, ELEVATION = 29.77' 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY OF OBSERVABLE FEATURES AND UTILITY LOCATE PAINT MARKS SUPPLIED BY APPLIED PROFESSIONAL SERVICES (APS). THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED, BUT ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. 4. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN DECEMBER 2014 AND JANUARY 2015. MONUMENTS SHOWN AS FOUND WERE VISITED AT THAT TIME. 5. THE SURVEY DEPICTED HEREIN WAS PERFORMED BY FIELD TRAVERSE METHODS, EMPLOYING A LEICA 1201 TOTAL STATION, THE RESULTS OF WHICH MEET OR EXCEED THE LINEAR CLOSURE REQUIREMENTS SPECIFIED BY WAC 332-130-090. SAID TOTAL STATION HAS A STANDARD DEVIATION OF 1 SECOND FOR A HORIZONTAL ANGLE MEASUREMENT AND A STANDARD DEVIATION OF 2MM+2PPM FOR A DISTANCE MEASUREMENT. SAID TOTAL STATION HAS BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND COMPARED AND ADJUSTED (AS NECESSARY) TO A NATIONAL GEODETIC BASELINE, WITHIN THE PAST YEAR. R-384201 Know what's below, Call before you dig. �. W H PdClfic 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com ' r r - I M N E WITH I""�"Y F TON STANDARDS BY:,, W sY R .. _ _ _ Date: 7 Z �l data, ------------ BY: ANWU`7� W Date:- _ ..aH SHEET INFO 1 � REVISIONS z z QED EV �. aF wAsk �.� �� ' l�c�C, f° E :..,% F .0 3246 �0 h' 1' �' EG IST � �sSIONAL 1 COVER SHEET RYAN COMPANY ::CITY OF L O N GAC R E S BUSINESS CENTER RENTON SHEET NUMBER C1 • 1 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW M CHECKED JMTE M Q APPROVED A ED JMTE ! Z LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W-C-CS01 SCALE N/A suBI�ITTAL V-3gy?oI T D ^!■ {!, -9 z 1 � z z Z x ti UJ I T f K. a) y N M M M Q D I ! cn c� a o° M n r T �Cn T rn C �z Ph Ln LM T _ �z z M coi 0' z G z C �I M M �r o O 1 � x UJ I T f I y N M Cn a I M c m cn ! Z n r� -0 x U N 0 Ld o o z I .. Q W J J u IV) U o �z a U �00 o� �Ln *Eo o� a� U cn I c- a 0') co I--, o a� 4 - c c 00 -� Ln co �o 00 =o Q - D a- a) o ° r�i E L0 U T_ c- (.C) j �n ¢Q 0 0_ u u GENERAL SPECIFICATIONS: ADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. APPROVED CUTS OF EXISTING ROADS SHALL BE PERFORMED WITH A NEAT SAW CUT. ANY OPEN CUT SHALL BE RESTORED PER AND CITY OF RENTON TRENCH RESTORATION AND OVERLAY PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS (LATEST EDITION) FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AND CITY 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. OF RENTON STANDARDS. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO CORRECT ANY ERROR, OMISSION, OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. SHEET NUMBER 2 of 28 IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE OWNER. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER NO. BY OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON INSPECTOR, AND THE APPLICANT'S GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 2. CONSTRUCTION REPRESENTATIVE. SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS: 3. SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENTSURFACE WATER UTILITY SECTION. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. UTILITIES AND GRADES SHALL BE CONSTRUCTED PER THE APPROVED PLANS. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD PLAN REVIEWER. PROGRESS. CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY MUST HAVE A CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN. ALL SECTIONS OF THE WSDOT STANDARD 4. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF RENTON CODE. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE MOST CURRENT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN RIGHT-OF-WAY PERMITS NECESSARY BEFORE INITIATING OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. WORKS DEPARTMENT. CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 3. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN THE PUBLIC 6. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS IS FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND WORKS DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, SUBMITTED TO THE CITY OF RENTON THREE DAYS PRIOR TO CONSTRUCTION. SITE. DEPARTMENT, SURFACE WATER UTILITY SECTION. 7. DATUM IS CITY OF RENTON, 1988 NAVD. 4. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. TRENCH BACKFILL OF NEW UTILITIES AND STORM DRAINAGE FACILITIES SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) UNDER 5. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP ROADWAYS AND PARKING AREAS AND 90% MAXIMUM DENSITY (MODIFIED PROCTOR) OFF ROADWAYS, AS SPECIFIED IN WSDOT/APWA SECTION 2-03.3(14)C COMPACTING EARTH IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. ELEVATIONS ARE NOTED ON THE PLANS. EMBANKMENTS, METHOD B. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 6. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BESATISFACTORILY 9. WHERE A NEW PIPE CLEARS AN EXISTING OR NEW UTILITY BY 6- INCHES OR LESS, STYROFOAM BLOCKING SHALL BE INSTALLED AS A CUSHION BETWEEN THE TWO UTILITIES. 13. MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. 10 OPEN CUTTING OF EXISTING 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS WATER UTILITY NOTES AND SPECIFICATIONS (CITY OF RENTON STANDARDS 1. THESE NOTES SHALL APPEAR FOR PROJECTS FOR THE WATER UTILITY. 2. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE MOST CURRENT OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 3. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 5. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 6. ALL WATER MAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110 -A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINTS) RO MAY BE WITH ANSI/AWWA C153/A21 53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINTS) SHALL BE IN ACCORDANCE WITH AWWA SANITARY SEWER NOTES AND SPECIFICATIONS (CI -TY OF RENTON STANDARDS) ADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. APPROVED CUTS OF EXISTING ROADS SHALL BE PERFORMED WITH A NEAT SAW CUT. ANY OPEN CUT SHALL BE RESTORED PER AND CITY OF RENTON TRENCH RESTORATION AND OVERLAY 7. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORUANCE WI IH SEC ZION /-11.. (12)E C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. SHEET NUMBER 2 of 28 WSDOT/APWA STANDARDS AND SPECIFICATIONS. REQUIREMENTS. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, NO. BY OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. REMARKS DRAWN 8. GRASS SEED MAY BE APPLIED BY HYDROSEEDING. THE GRASS SEED MIXTURE OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 2. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO JMTE SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENTSURFACE WATER UTILITY SECTION. 8. GATE VALES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0 -RING STUFFING BOX (AWWA C500) OR OF AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. PROTECT THE LIFE, HEALTH, AND SAFETY OF WORKERS AND OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD , RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY MUST HAVE A CITY OF RENTON APPROVED TRAFFIC CONTROL PLAN. ALL SECTIONS OF THE WSDOT STANDARD g ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. SPECIFICATIONS 1-07.23 TRAFFIC CONTROL, SHALL APPLY. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. PROJECT NUMBER P0006568W CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA 12. EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND\OR PRIVATE RECORDS AS SUPPLIED FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH SITE. BY THE PROJECT OWNER AND\OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 95% CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 GUARANTEE THE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. FOR PAVEMENT AND STRUCTURAL FILL AND 90% OTHERWISE PER ASTM D-1557-70. PEA GRAVEL BEDDING SHALL BE 6 INCHES OVER AND UNDER ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT PVC PIPE. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 6. 13. IF EXISTING UTILITIES ARE DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, CITY OF RENTON INSPECTOR, AND THE ENGINEER. THE CONTRACTOR SHALL 10. GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS RESTORE THE UTILITY TO ITS EXISTING CONDITION.(WSDOT SECTION 1-07.17 APWA SUPPLEMENT). ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON OUTSIDE. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED 14. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREDEVELOPED SUBSURFACE CONDITIONS DIFFERING FROM THOSE ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM ANY CHANNEL BANK. DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES' THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED INDICATED IN THE PLANS, OR (2) PREDEVELOPED UNKNOWN SUBSURFACE CONDITIONS, OF AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORDINARILY ENCOUNTERED REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. SHALL KEEP AS -BUILT DRAWINGS. APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CLAIMS TO / 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. THE ENGINEER FOR COMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER OR OWNER HAS APPROVED THE WORK IN WRITING. (WSDOT APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY SEC 1-04.7) 13. OPEN CUT ROAD CROSSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY CITY OF 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS 15. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER (1 800 - 424 - 5555) FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION DURING THE TIME PERIOD OF OCTOBER IST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE 14. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SEC. 1-07.17 APWA SUPPLEMENT) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, 4 - 8 INCH ROCK / 40 - 70% PASSING; SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OF 16. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND COORDINATE HIS WORK SO AS TO AVOID ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT 2 - 4 INCH ROCK / 30 - 40% PASSING; AND 15. ALL WATER MAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER CONFLICTS. APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, LESS THAN 2 INCH ROCK / 10 - 20% PASSING. SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 17. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL SHALL BE CONDUCTED IN COMPLIANCE WITH THE 15. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY 16. ALL WATER MAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE RECOMMENDATIONS OF THE PROJECT SOILS ENGINEER. NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER WILL BE SUBMITTED TO THE CITY UPON COMPLETION. OF "PIG" ONLY. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A PROFESSIONAL LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR ADJOINING THE SITE PRIOR TO DEMOLITION FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. OR CONSTRUCTION ACTIVITIES AND TO REESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS REESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY OR CORNER 16. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD RECORD AS DESCRIBED IN W.A.C. 332-120. OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL 27 A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH 19. GROUNDWATER CONDITIONS VARY SEASONALLY. THE CONTRACTOR IS REQUIRED TO REVIEW THE PROJECT SOILS INFORMATION AND/OR PERFORM A SITE VISIT TO FAMILIARIZE POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. HIMSELF WITH GROUNDWATER CONDITIONS ON-SITE AND WITHIN THE IMMEDIATE AREA. DEWATERING OF UTILITY TRENCHES SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT AND 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS INCLUDED IN THE BID AMOUNT. ANY DEWATERING ACTIVITIES MUST BE SUBMITTED TO AND APPROVED BY THE CITY OF RENTON, PRIOR TO DEWATERING. OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS &SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC 2 HOUR TEST PERIOD. 20. CONTRACTOR SHALL REVIEW GEOTECH REPORT PREPARED BY GEOENGINEERS, INC. FOR DEWATERING REQUIREMENTS. FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 4n AI I 11/ATr-MkJ AIA I(- AAIr\ e- r- M k11/-�r'n C-IIAI I r) r- nl(Ilk IrrnTrn n TI Ir IAI If mmnKi /'fir' A cn nn►i /I,IAIILiII►, nnkinrKiTDATInKI\ nui nn-mC SIA/ATCD Cni IITInk] nDV SANITARY SEWER NOTES AND SPECIFICATIONS (CI -TY OF RENTON STANDARDS) 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATION IS WITHIN THE AQUIFER PROTECTION AREA (APA). SHEET INFO CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORUANCE WI IH SEC ZION /-11.. (12)E 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE QED E�� aF WASH IFR t 3246 ,Bothell, �' EG I STERv �S`SIONAL E��1 OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. SHEET NUMBER 2 of 28 WSDOT/APWA STANDARDS AND SPECIFICATIONS. 19. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, NO. BY DATE REMARKS DRAWN PUBLIC WORKS DESIGN ENGINEER. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER CHECKED JMTE m cn � SCHEDULING. AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 20. ALL LIMITS OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED IN THE FIELD cn ,_ EDIT AND OBSERVED DURING CONSTRUCTION. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 21. ALL REQUIRED SEDIMENTATION /EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. PROJECT NUMBER P0006568W CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE NATURAL DRAINAGE SYSTEM. ALL EROSION AND SEDIMENT SCALE N/A SUBMITTAL 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, SITE. POTENTIAL FOR ON-SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE 22. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, 8. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. SHALL KEEP AS -BUILT DRAWINGS. PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 23. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 9. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 24. DURING THE TIME PERIOD OF OCTOBER IST THROUGH APRIL 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER THAN 5,000 SQUARE FEET, OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. 25. IN ANY AREA WHICH HAS BEEN STRIPPED OF VEGETATION AND WHERE NO FURTHER WORK IS ANTICIPATED FOR A PERIOD 30 DAYS OR MORE, SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OF A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. ALL DISTURBED AREAS MUST BE IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING OR OTHER APPROVED EROSION CONTROL TREATMENT REMOVED TO AN EXISTING EXPANSION JOINT. APPLICABLE TO THE TIME OF YEAR. GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING THE MONTHS OF APRIL THROUGH SEPTEMBER, 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. INCLUSIVE. SEEDING MAY PROCEED, HOWEVER, WHENEVER IT IS IN THE INTEREST OF THE PERMITEE, BUT MUST BE AUGMENTED WITH MULCHING, 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO NETTING OR OTHER TREATMENT APPROVED BY THE CITY OF RENTON, OUTSIDE THE SPECIFIED TIME PERIOD. CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 26. FOR ALL EROSION/SEDIMENTATION CONTROL PONDS WHERE THE DEAD STORAGE DEPTH EXCEEDS 6 INCHES, A FENCE IS REQUIRED WITH A 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. MINIMUM HEIGHT OF THREE (3) FEET, 3:1 SIDE SLOPES. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. 13. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL 27 A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE, 24 FEET X 50 FEET X 8 INCHES OF 4 TO 6 INCH QUARRY SPALLS SHALL BE LOCATED AT ALL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, POINTS OF VEHICULAR INGRESS AND EGRESS TO THE CONSTRUCTION SITE. UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. �,..7� 12100 NE 195th St, Ste 300W11Pd(1fiC 1, WA 98011 425 951-4800 Fax 425-951-4808LAST www.whpacific.com N COMPLIANCE' WITH IT F RENTON STANDARDS '�` nor►� _-.m...n..... d.....,. .,r rv, ...^,. �t -_ Date: r,�'yf BY: Date: BY: g SHEET INFO 00 C REVISIONS xf Ql QED E�� aF WASH IFR t 3246 ,Bothell, �' EG I STERv �S`SIONAL E��1 NOTES 11 384202 RYAN COMPANY CITY OF LONGACRES BUSINESS CENTER 0 SHEET NUMBER 2 of 28 •15 iL DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW D CC W -r "z CHECKED JMTE m cn � y N � I D APPROVED JMTE cn ,_ EDIT 6/24/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W-C-NT01 SCALE N/A SUBMITTAL m C x: 6 00 C xf Ql CJlco Z Nz C7 p�� •� m c>� m g i i A N CD D CC W � D Tl n 0 -o OM fj c° m Sj � �m z� r D I Uz m cn I � I D i i 00 C L) v J3 - 33 Z m A c "'s C7 p�� •� -� z c>� g i i A N CD 7 T n.rr CC W -r "z Z m cn � y N � I D e�-r cn ,_ i L) np CA �o om cn ,_ -00 C� D V) J CL cn W C7 F._ a V)17 a(0 =a .00 L) O Q) .� 4- C) C) +>1 7 Lil / rn 03 a� L 0 0 � U c © u) L) :D G�3 � f - C7 C E i..! U I a. 0 CL ._ _ _ _ _ _ _ _ r-- ---�'- SLOPE EASEMENT - _ _. _ _.. _ _ - .... ..» r , _ Y.. _ • .�v ' , �-- TV ,r..P --- - .. N 83 25 �� ]1 co FF YU w 10 T `.: .- - -- - - -- - - -- -- - - - - 0=20 8 8'57' 45 36 4.13' -" - - -- -- `�' ---� 10' _ -- AF 201 31121 N 'E POWER EASEMENT. - 8 7 _ _ _ _ ... - - _. _ AF 20060817000699 _Z:c:a Chi i .... �.. -r _ .... 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QLID� Q 12.40 _._ � � .._. _.. ........... 8 CPP S 8.77 StXED UD 13.09.. j CONIC WALK 3r 8' CPP W $ 67 8' CPP w 9.30 F _. _.... _ I p 12" CPP' S 7.66 8 CPP 5 9.30 .. a a.: s - � ' ; R r E3" CPP E 9.14 `�--� BRIDGE SUPPORT COLUMN 5D D S ----�-�-�-�- S w S© --� ----- SD S I SID 1 `,, Ce, TY1�E 1 SW 27TH ST IyOUOLE . .aw S D S D-r�---- _ S D D .____._ .. `� � ° aL d -S 'I SOLID UD 15.71 � SOUD LID 2078 � � 5D p ' B" CPP E 12.59 t 8' CPP W 17.80 SKIP STRIPE O.. ECpyy CB. TYPE 1 ASPHALT \8' CPP W 12.55,,. ...._.. �� -•--- _ ASPHALT - fi `'SO ,� --- �a 0, -- 1 smP �a `� ire Rpu� c �0 9" 4 12" CPP N 6.47, �T tf, P 12" CPP E 6.42 = 12 CPP 8.37 „r��- --_ .=•-,w----- _ - p COC • 2' s PS88 ... > , .. P .- I A 1 - ... .. r• ..t BRIDGE ABUTMENTOHC P P -•----' SOi 0 CO,C6TYPE 1 .. _... c .. N 1�5 E - ._ wlt+fG ALL ,,..,:,,tea - -:; ,... -- ._.�---- P . N� .. C C C8, TYPE 1 - _ _ ._ _ • ' ,.,,.8, P SOLID LIQ 11.8 3� .� ,,.... _ �. - - _ Q� U) 3°ipp ��p 3 D 9 z - --<- -- _ _ _ ■ - , . ,.. a,. _ GE 24.50 _ _ ._p to GE _ _ ..., 4 W 152.1 fi ..... _ _ .-. - 2 K. SSS 57 4 - - �o , aJ sa aCPP N 841 ....� �.. .�.� .. _ ., ' .. .- -- �.... �=s.� .�,.� __ _ _ .... - :... .. ..�..... ......-•-•----„ - ' -. _ . _- _ . � �,� �k µ. .- ... 1x CPP w 20.90 ._ .. _ . .. TYPE h �. _ .. u..• _ 2.3 _ 8 CPP E 8.39 .: .__ ._,.. ._ ,, - �_.. .:�.. t " _ _.. _. - ., . _..;, - -. - .. P< iii R1,y • : pry 1 _. ti GE 26.68 -� �� S £ p '�.1 78 • S' CPP W 8.37 _ �' C6. TYPE CES, TYPE 1 1 T :'t __.. „ .; u, ; .. ... GE 18.78 SOLID UQ 20.15 , APPROX S. END �, _. y 12' CPP'N 23.78 �dO �j STOP 3"D 3"D iz- CPP yy 2 CB, TYPE 1 E;.., P ,. 1? {NOT FCJ� _ i A D- SIGN . i$' CPP 0108 _ ._.ENT 12 CPP E 15.48 9 CPP..W .17.65 12 SLOPE � � �Q'� CPp S£2D.A8 �2• CB � � ��p CB. TYPE 1 ' .. Y .: .> TO w� -SOUD LED 15.00 "20131121000020; i 12 CPP w 14.88 AE= 2a- 8"CPP N 8.83 Y4 FD R/C 8" CPP E .12.48 J w - �..., 1 11 t \l , (n 05 CPp Ise !!1 7 \ T 8' CPP E 8.83 DHA 36798 , 8 CPP w 1240. - Y �' V} Agpk 7949 8" CPP w 8.73 - P WSDOT .-- ,. r -_..., VAULT _ _ iO" k 72. • tr CB.TYPE 1 l �� ,.. � -" _, � ,, ..�� W .....�._ ..__ � i t� �'� �A N�2E 50UI2 EJt1 1222 p_rn S81 2i 0 W 19 �7 . �, N �:Nr. ..,w UTIEI7Y EASEMENT. REC. I 3"D 3'F] H�` 13" CPP E= 9.52 S8417 44 W X4.21 a NO. 20090219000847 S5 MH P W CPP w 9.48 ..> ,� ' -._ 21.25' 1 C „, RIM 24.38 ! � $ t1i P) 1 E3 12" PVC N 13.56 31) Sad .- ... ,..., . _ i P LEGEND • i ^ S UTILITY P - _ ...... OLE WITH LIGHT POWER VAULT 3"D 3 D ,-0_ UTILITY POLE #� I j�r, CULVERT, 6" PVC E--- GUY ANCHOR IE E IIID 20.90 ° 7. EDP POWER JUNCTION BOX Z r GE 23.83 ILI TRANSFORMER a'PVCE21.43 = 1 t r4 -v ED sLcB STREET LIGHT CONTROL BOX C� TELEPHONE MANHOLE Z CULVERTS 6" P1/G z I I'j` I ,, ra IE N END 21.14 EOT TELEPHONE JUNCTION BOX S CO, TYPE 1 tq GE 23.18: _._:.. t J C`3 $" PVC N .21.33, GAS MARKER q' TRAFFIC LIGHT Z # # ," Er ;' rr ►,' o GAS VALVE �' ° � ! � !� #� � � � ',, 1 `• rr a � � o ssca W WATER VAULT a ma ssw's WATER MANHOLE s 077 GUARD sco # i LOT A, LUA--�15---000303--LC ° Pis IQ FIRE HYDRANT # r n CO NC ' Cw sst�a MECHANICAL BOLLARDS WATER VALVE # # _ ® WATER METER GATES, ARM SOUTH BOLLARD CONC WALK R/C r r i i CONIFER TREE OHA 367981 ' f r 1 y CO; TYPE -1 ! # s } r ►,' GE 23.38 s" PVC E 21.99 DECIDUOUS TREE # I ® CATCH BASIN, TYPE 1 CATCH BASIN, TYPE 2 # I r T '?� @ STORM MANHOLE # # SS MH # I 20' WIDE SEV4Et`EASEMENT • RIM 24.11 3-•--�--{ CULVERT I # t REC. Na, 20050504004979 8' PVC E 14.41 S 8" PVIC s14.20 t 0 SANITARY SEWER MANHOLE 1 z' PVC N 13.91 I I �I r C6 SANITARY SEWER CLEANOUT I 1 �. 0 20' WIDE WATER EA�IENT I I f 1 _ F ,° REC. NO. 20054504g00979 4 ROCKERY r GRAVEL ! L GE 2�i 2 MONITOR WELL 12" CPP NW 20.76 12' CPP SW 20.78 ..a. SIGNPOST 2' METAL � •-! 3 •` � 12' CPP 5 20.71 POSTS d Q MAILBOX I R/C �� z MONUMENT # DHA 36798 a FOUND REBAR I' �- SS 5S MH FOUND LEAD & TACK RIM 24.19 {D > 8" PVC S 1 4.45 SD SD STORM DRAIN LINE 1 P 8" PVC NE 14.40 � G GAS LINE • E OHP OVERHEAD POWER LINE I - -` ► �, rn P P UNDERGROUND POWER LINE _.. ` SS SS SANITARY SEWER LINE I I � _., _.. _._ ._- . - -'- --- ,._ __... ,. OHT OVERHEAD TELEPHONE LINE I I ---- D TELEPHONE LINE Na. 2009021900 I .. UTIUTY EASEMENT. � �; T T UNDERGROUND - -- .. � � W W WATER LINE �.�' O O CHAIN LINK FENCE ED ❑ 0 WOOD FENCE I # s -_ P X X METAL/WIRE FENCE I I j TRANSFORMER I _ CB, TYPE 1 GE GRATE ELEVATION ON cONC PAD 12 23'88 CPP S 20.50 FD R/C FOUND REBAR & PLASTIC CAP Q f 12' CPP N 20.47 DHA DUANE HARTMAN & ASSOCIATES N ; CPP CORRUGATED POLYETHYLENE PIPE ON _ PVC POLYVINYL CHLORIDE PIPE �3 ry I # Fd R/C QHA 36798 I I { Ix ! # I € SCALE !� I I'I r t ' # x 30 0 15 30 60 c3 ! # 04 ( r` # 4 it �zz 1-• I # I {` # c I Off. E w o © # # (D I f # _ ____ s = FEET } �.. I # -_-_-. 1 INCH -- 30 FT. oxz # 1 I } g F¢-- ck: #( I` E x CO. TYPE 1 SEE SHEET 2 ----- _-- ---- -1' .E. I 3 j � < r CE 23.53 ^"r.'...'.. --•-•---- .......-_.,., Q I ----- - ` { U] t 12" CPP NW 20,08 WHPacific 12100 N E 195th St, Ste 300 Bothell, ENA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com IN COMPLIANCE WITH CITY OF RENTON STANDARDS VjL4 BY. Dste:?�A BY: Date: BY: tate: BY: Date: .n.r SHEETINFQ SURVEYED WHP DRAWN TT1f CHECKED m APPROVED m LAST EDIT 6/2/2015 PLOT DATE 6/2/2015 SUBMITTAL ' EXISTING CONDITIONS SURVEY RYAN COMPANY :; LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0009197-V-BM02-COR-DATUM CITY OFI RENTON 1 1l-34' SHEET NUMBER TP1 al 3 of 28 Z z5 z �T m� o O m C) m cz 4. o D ZM ' D op I V 1 m -' c w c� cn 1��^ m I� V ' i D R° D T m Q CD rr cn K m R a • � D �z m C Zt �. m m Fr U j D I cn 0' o O m C) m cz 4. o D ZM ' D op I V 1 -' c w c� cn 1��^ O r mcn V ' r m � R° J m N c I cn 0' M m Dnp D nC Co c T D ��Z 0 -00 M < -j CL w V) C:) v- LO Lr) (0 = 0 00 U) (D 4- 00 >1 > 00 0(0 tl tr) 0 0 c: 0U) L- u C) C a 2: CL E < 0 z 00 woo cn -j SEE SHEET 1 0 x z I x CB, TYPE I ca p It GE 23.53 12" CPP NW 20.08 cn x 12' CPP N 20.08 NO 15" CPP S 19.83 PAWING NO PARKING SIGN SIGN ,4,5' TALL RETAINING WALL 0 7' METAL FENCE (n f i 3 S i ` :' w 0 z < FD R/C af 0HA36798 pJ9 0 0 C) Z 0 < Lo LL 0 00 00 CN z U) . < WE 0 M Z lit (A f $- SS MH m RIM 24.08 0 0� x So PVC W 15.62 LSI CD 8' PVC S 15.58 X Ljj 8' PVC N 15.46 cr- X -j < U) Lu Af' P CB, TYP E I GE 24.01 15" CPP IN 19.28 15" CPP S 19.12 co 3m 0 U) N UTILITY EASEMENT. REC. NO. 20090212000647 P ► FD R/C CULVERT, 12" CPP BHA 36798 IE NORTH END 24.08 IE SOUTH END 23.61 CULVERT, 12- CPP IE NORTH END 24.35 f (D IE SOUTH END 23.64 3S TALL RETAINING WALL 4t METAL FENCE GENERAL NOTES: Pis 1, HORIZONTAL DATUM: NAD 83/91, BASED ON CITY OF RENTON SURVEY CONTROL NETWORK, POINTS 1551 (318" BRASS PLUG IN MONUMENT CASE c� L cq , IN CENTERLINE LIND AVE SW AT SW 23RD ST) AND 1881 (3,5" BRASS DISK Cq (n IN TOP EAST END OF CONCRETE RAILING ON NORTH SIDE OF SW 16TH ' ..'! '� I s' ¢ STREET BRIDGE, JUST WEST OF INTERSECTION SW 16TH ST AND OAKESDALE f AVE SW) INVERSE N40 -58'53"W, 3375.06' 2. VERTICAL DATUM; NAVD, 1988 p w" 0 0 CITY BENCH MARK: POINT 1881, SEE DESCRIPTION ABOVE, L z � 1;l i It air At CS TYPE 2 ELEVATION = 24.16' GE 24.69 FD k1C BHA 30798 f 5o CPP N 18.38 f 3 i ' NO PARKING 15" CPP S 18.35 SITE BENCH MARKS: MONUMENT IN CASE ON THE MONUMENT LINE 3' SIGN NO PARKING SIGN NORTH OF THE CENTERLINE OF SW 27TH ST AT THE INTERSECTION WITH 3 NACHES AVENUE, BEING A 4" X 4" CONCRETE MON WITH 3"' BRASS DISK, 0.4' BELOW RIM, ELEVATION 25.06' d k f TACK IN LEAD AT BACK OF CONCRETE WALK AT NORTH SIDE OF GRAVEL rig 25 2w METAL cn ROAD LEADING WEST FROM CUL-DE-SAC AT SOUTH END NACHES AVENUE, POS Alf ELEVATION 29.77' 3. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY OF OBSERVABLE FEATURES AND UTILITY LOCATE PAINT MARKS cn ## � iI-., i .._. .. �` ',SUPPLIED BY APPLIED PROFESSIONAL SERVICES (APS). THE SURVEYOR MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH f . UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND I UTILITIES ARE IN THE EXACT LOCATION INDICATED, BUT ARE LOCATED AS t - --- -- ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. SS MH f :.. 4. FIELD WORK FOR THIS SURVEY WAS PERFORMED IN RIM 25.38 x So PVC S 17,13 DECEMBER 2014 AND JANUARY 2015. MONUMENTS SHOWN AS FOUND WERE as* POP MP So Pvc W 16.90 VISITED AT THAT TIME. a, PVC N 16.78 CIS Iss X Q 5. THE SURVEY DEPICTED HEREIN WAS PERFORMED BY FIELD TRAVERSE FID R/C DHA 36798 METHODS, EMPLOYING A LEICA 1201 TOTAL STATION, THE RESULTS OF CO. rePE 2 CSJ TYPE 2 WHICH MEET OR EXCEED THE LINEAR CLOSURE REQUIREMENTS SPECIFIED BY GE 24.83 GE 25-49 W CPP!W 1&32 f WAC 332-130-090. SAID TOTAL STATION HAS A STANDARD DEVIATION OF o CTNY60 12* CPP W 18.17 CTNWD 12o CPP E 18.21 x 15" CPP N 17.62 I so CPP S 1737 1 SECOND FOR A HORIZONTAL ANGLE MEASUREMENT AND A STANDARD DEVIATION OF 2MM+2PPM FOR A DISTANCE MEASUREMENT. SAID TOTAL CTNWD STATION HAS BEEN MAINTAINED IN ACCORDANCE WITH MANUFACTURER'S 28' C7NWD 3.5- TAU RETAINING WALL RECOMMENDATIONS AND COMPARED AND ADJUSTED (AS NECESSARY) TO A ell 01 CTN WDt NATIONAL GEODETIC BASELINE, WITHIN THE PAST YEAR. 'r METAL FENCE FD 5/8' R/C X N89'59'23"E 271.24' PERTM LS 26252 --- - - - - - - - - - - - - - - - - - - - A-- 6`39'33 FO 5/�11 FD LD/`TK t i, PEIM ��c 26252 BENCH MARK f ,-34.72'--�01 �IZVAMON 29.77 - GRAVEL ROAD L= 10. 10' -- - -- - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - S52*55'21 "E - - - - - - - - - - - - - - - - - -- E) e E) 44.83' SS MH CH' RIM 26.04 0 S' TAU. AIN LINK FENCE W/IBARSED WIRE p I? - FD 1/2w R/C , X � UTILITY EASEMENT, REC. So PVC SW 17.45 G TRIAD LS 22335 0 70 -0 NO. 20090219000647 So PVC N 17.37 0 C. Iq FD. NAILPAG DEC. LS 14B2 f I 1 CB, TYPE 2 CO. TYPE I GE 29.08 1, 1 GE 25.92 SD MH RIM 26.53 12' CPP W 20.58 12* CPP 5 23.3 0. I $o cpp N 17.03 I:r CPP E 20.57 b -3; 10 \ r ",J 06) So CPP Sw 18.89 IL cn p x t�4 I F'D DH. CB, TYPE 2 NO PARK 0 PARKING GE 29.18 A--77*46'27" 12* CPP W 19.41 12" CPP NW 18.10 ASP : HAL -T R=30.00' III 12* CPP SE 18.16, no p 'z 37.65 SS MH W m w W-- RIM 2a.35 ;t 0 f / SN4.) vcr"Sw I 7.so NE' 17.73 aw PVC 0 SS bs SSSS :So ITYPE 2., 0 30D -SOLID LID 26, -7 U -64 CONC WALK SS Will _:ISO To W16. 19"OP NE 16,57 GATE 21. CE ce, TYPE 2 PVC4 18.7 18" CPP S 1647 7' METAL FENCE 300 193 I'SS MM 4 CHAIN I INK P Vc f,�j RIM 27.85 CIS, TYPE 2 GE 27-36 GE 28.88'' an Pvc Nw mes Jt"-,cPP"-w,ie-as8.1 2.6' TALL RETAINING WALL SS MH - So PNC w Is.65 - - 151 CPP7'W 17,11 1 8W, CP EL 111.87 FUm 27-96 p P 8' PVC W 19.21 80 PVC 15!. CP !�,17.13- -2-"" j: 18.83 0 84 PVC E 19.31 ", L, .1, F CO. TYPE 2 Iljj in. W� GE 27.65 12" CPP SE 17.61 .. .... 12" CPP 14W 17.53 115' CPP E 17.38 f 0 1NHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com IN COMPLIANCE WITH CITY OF RENTON STANDARDS L4A BY: f Date: of -'a BY: BY: Bylk Date: - Date: Date: SHEET INFO SURVEYED WHP DRAWN TTW CHECKED tTj APPROVED CD LAST EDIT 6/2/2015 PLOT DATE 612/2015 SUBMITTAL m SCALE 30 0 15 30 60 FEET 1 INCH = 30 FT. EXISTING CONDITIONS SURVEY RYAN COMPANY & ym-% CITY OF LONGACRES BUSINESS CENTER mL RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0009197-V-BM02-COR-DATUM 1 ff=30' 9, . I SHEET NUMBER TP1.2 4 of 28 it -4 4- -7 r7l z D c n tTj mC CD Cil 713 4n C) m m m cri > Z c D cr > c r, c: n tTj mC CD 713 4n C) m 00 c CD o > Z c a � C � � � O m f m rr C/) C/) UJ I SI Ro r) 00 m cn> Z D n 0 m I T, 0 o > -n < 0 10j 'TI T C a +_MO c 7 C � �a i 111 z rn _I i D f 0 D Z G7 Z C 3W m D O W 00 -P t**j T C a 7 C � �a ' _ r _I m -n [7 cn 33 T uz m cn Rill n LL] > C) 00 0(o r) Ln (-0 0 0-0 0 cn or- C - n (n r i 00 4-j LO .. (D (Y 0 00 CD C— V) (n Or) E 0 Ln u o n zc CD O > rr; CD OCU' 00 m m m cn 0 m -n [7 cn 33 T uz m cn Rill n LL] > C) 00 0(o r) Ln (-0 0 0-0 0 cn or- C - n (n r i 00 4-j LO .. 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BY DATE REMARKS DRAWN TTW cn 0 N r-r- D CHECKED JMTE o � 0 �c APPROVED JMTE ti _o LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 SUBMITTAL HORIZONTAL CONTROL PLAN NORTH SHEET NUMBER RYAN COMPANY :: CITY OF C301 LONGACRES BUSINESS CENTER RENTON c PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-HC01-COR-DATUM 1 ”=30' 7 of 28 I a CC � C G o 00 z = � c T r � m tTj J r-+ /b m cn 0 N r-r- D D D T n m � O M cn 'a T r � G `i O m� U1 Nz m cn O D 0 z z c 3 m a cn 00 D T r � I RO I r) I Z tTj J r-+ /b N r-r- _ �° cn D T m _ �° D o 0 �c ti _o zrnl r 00 Z C: m u m C7 � T N On CD C/1 O C O 00 CD m Z c fR1 Q] cn R m Cm EJ J 00 y A D m 2-1 N V D fi y n m m C7 z -� m Cn T -D • �D '0 m C CD MM r N � z m m C D C!1 I C r 00 Z C7 � A 00 On CD C/1 O C O 00 CD Z c fR1 Q] cn R � • 00 y A D m 2-1 N � e --r O U U C _ O U 00 o � Q) Ln Qo O �O O r a. � U 4-j / U O, W � � D O / J C (D / -C 00 -+-' Ln CO O 00 = O � U Q L cn � N oo O Q P;� P O LO U ITO N p W W = Q Q D n u � A 00 Z c fR1 Q] cn � • z D m 2-1 '!'� Y C) �o < ry V) LLJ cf) 0 n (D 00 Ln 0 0 O> co c - Li 0 I-- 0 n u) (D C) 00 Ln CO0 00 < cf) D :E U) n Q) 0') E 0 Ln c) N— o C QQ C) a_ PORTION OF N 1/2 OF SECTION 25, T. 23Nj R. 4E, W.M. 1NHPacific 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com Z - U �' 1 2. CONSTRUCT CEMENT CONCRETE TRAFFIC CURB & GUTTER PER CITY OF RENTON STD. PLAN #101, DETAIL 1 ON SHEET C4.6 CONSTRUCT CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD. PLAN #101, DETAIL 1 ON SHEET C4.6 > c BEGIN CEMENT 3. CURB AND GUTTER REPLACEMENT PER CITY OF cf: CONCRETE TRAFFIC C) RENTON STD. PLAN #103, DETAIL 2 ON SHEET C4.6 CURB MATCH EXIST c n I �z m < T) 4. CONSTRUCT CEMENT CONCRETE SIDEWALK PER i�> CITY OF RENTON STD. PLAN #102, DETAIL 6 ON SHEET C4.6, ALSO REFER TO DETAIL 3 ON SHEET C4.6 5. CONSTRUCT PERPENDICULAR CURB RAMP PER WSDOT STD. PLAN F-40.15-02, DETAIL 7 ON SHEET C3.5 LEGEND: --EL=24.50 MATCH EX. C[DnT (-`0AnF E-IN11CUE-F) Q1 IDETA(`F 1NHPacific 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com Z - z -7 m > c 0 in, -0m cn CD W , cf: qq oc~ � CD Z C) cn cn m c n I �z m < T) i�> cn 0 mo C3 M 2 :V � CE) cn rr -V • > Z rTj Z c: KT M mm cn - 61 z z m cn 5 > DI o O tot > 0 in, -0m cn CD W , cf: qq oc~ � CD Z C) cn cn m Rn c n I �z 00 < T) > DI cD CD 0 in, -0m m cf: -n 1,' c n < T) > TI m C- m m � C.0 TI • Z T m :[I r7l CY'l UI ri z z m X C) C) C- < (D ry -4-1 n I LLJ V) n 0 00 LO 0 3: CD 0 n. Li 0 O I C - n 6) Q) -C 00 LO CD0 00 0 C- C/� D 2 C: c m 0 E CB 71 C) CD m (JI 1 Ul ?" R3 z _N rrJ m z m m m cn > L Z TI m C- m m � C.0 TI • Z T m :[I r7l CY'l UI ri z z m X C) C) C- < (D ry -4-1 n I LLJ V) n 0 00 LO 0 3: CD 0 n. Li 0 O I C - n 6) Q) -C 00 LO CD0 00 0 C- C/� D cn 00 tTl O 0 C) CD m m C:) 0 00 _N rrJ 441h m m cn cn O 0 m m C:) 0 C:: m m cn Z Q ry n U � �o Q � J c u C) -+--Y I� n -o E w ° 5Z 1 1- ry C 0 co a - •N O I``7 E In U O C c� j wz QQ ea- u u PIPE BOLLARD SLOPE CONCRETE 6" 0 STEEL PIPE FILLED W/ CONCRETE 5 3.5' 2' 24' PAINT EXPOSED SURFACE LANDSCAPE AREA LANDSCAPE AREA a. 4, d.4 c v Qa 4d 4. G G Q a a 4" THICK CONCRETE WALKWAY SLAB CEMENT CONCRETE SPECIAL PAVING TRAFFIC CURB (PAVERS OR OTHER) 4 4 2' WIDE RIBBON CURB CAPPED CONCRETE FOOTING W/ DETECTABLE WARNING SURFACE 1' 6" s MW MAX. A f _ TRUNCATED DOW C a 4kt 40 SECTION CA) Et a 2 - SECTION 1 SCALE: N.T.S. C3.5 2" MINIMUM THICKNESS HMA CL. IN. PG 64-22 2" MINIMUM THICKNESS HMA CL. J IN. PG 64-22 2" MINIMUM THICKNESS ATB LIGHT PAVEMENT HEAVY PAVEMENT 3" MINIMUM THICKNESS ATB SECTION SECTION 4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL 4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL BASE CONFORMING TO SECTION 9-03.10 OF THE BASE CONFORMING TO SEC11ON 9-03.10 OF THE WSDOT STANDARD SPECIFICATIONS WSDOT STANDARD SPECIFICATIONS LIGHT ASPHALT PAVEMENT SCALE: N.T.S. PROPERLY PREPARED SUBGRADE CONFORMING TO THE RECOMMENDATIONS OF THE SOILS ENGINEER. HEAVY ASPHALT PAVEMENT SCALE: N.T.S. i" MINIMUM THICKNESS PORTLAND CEMENT ;ONFORMING TO SECTION 9-01.2(1) OF THE VSDOT STANDARD SPECIFICATIONS 4" MINIMUM THICKNESS AGGREGATE FOR GRAVEL BASE CONFORMING TO SECTION 9-03.10 OF THE WSDOT STANDARD SPECIFICATIONS PROPERLY PREPARED SUBGRADE CONFORMING TO THE RECOMMENDATIONS OF THE SOILS ENGINEER. CONCRETE PAVEMENT SCALE: N.T.S. PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. VAN ACCESSIBLE Figure 1 I R7P-1U1 IFtS FMANro R7-8 r�« R7-8 ANY TIME ff R7 -8A R'_zai+c ? •: �xaa 9 b-.weww.r,.w..J •i.`d i 5� 81 1 I i I A S NON -VAIN ACCESSIBLE Figure 2,__ � 8 g 5 SHEET INFO LONGACRES BUSINESS CENTER RENTON REVISIONS z DRAWING FILE NAME SCALE f } - MINN y� } r I ` 12 e (OPTIONAL) TOW AWAY R7 -2401A, i.2,. X 6" PARKIIIG i RESERVED PARKING RESERVED } SIGN R/ -8j ANY[ ALF` X 18" I IME _. ._.. ,.- 'SAN ACCESSIBLE R7 -8A, AN NO PARKING; 12" X o" SG R7 P-1011 t' X IS" Z) I f4 9� SURFACE AS SPECIFIED '^.� PY „] i t� STEEL POST -- CONCRETE OOTING I G ., 411 SIGNS CAN BE MOUNTED ON A BUILDING PR-)VTDED THEY ARE NOT OBSTRUCTED FROM VIEW, MOUNTING HEIGH ON BUILDINGS IS THE SAME AS POLE HEIGHT MOUNTING. SIGNS SHALL 'NOT BE MOUNTED ON IDOORS OR. WINDOWS AND CAN NOT BE MORE THAN 10 FEET FROM THE EDGE OF THE PARKING STALL. ALL ACCESSIBLE SPACES SHALL HAVE A R7-8 SIGN. THE R7-18 SIGNS SHALL BE CENTERED ON S FOOT PARKING STALL (FIGURE 1.). INSTALL A "NO PARKING„ SIGN CENTERED AT LEAST 4 FEET YN FRS{NT OF THE i" F -0-C T IvIDlE Vii"d ACCESSiBt ACC -ESS AISLE (FIGURE 1). NON -VAN .ACCESSIBLE SPACES REQUIRE A 5 FOOT AISLE "0JIDTH (FIGURE \). AN ACCESS AISLE CAN BE SHARED BY 2 ACCESSIBLE SPACES. ADA PARKING & SIGNAGE DETAIL 2 SCALE: N.T.S. 2 EA. #3 REBAR 2„ 4 1,2„ 14" WHEEL STOP DETAIL SCALE: N.T.S. NOTES p A CURB RAMP WIDTH 4'- 0" MIN. LANDING TO MATCH A CURB RAMP WIDTH - SEE CONTRACT PLANS CURB RAMP WIDTH 4'- 0" MIN. 1. Provide a separate Curb Ramp for each marked or unmarked crosswalk. -'/ - LANDING TO MATCH CURB RAMP Curb Ramp location shall be placed within the width of the associated WIDTH SEE CONTRACT PLANSLU crosswalk or as shown in the Contract Plans. k'- LANDING GRADE BREAK LANDING } �, GRADE BREAK 2. Where "GRADE BREAK" is called out, the entire length of the grade 00 GRADE BREAK SEE CONTRACT PLANS - CURB RAMP -� r 4' - 0" MIN. CEMENT CONCRETE SIDEWALK - \ i break between the two adjacent surface planes shall be flush. ¢ SEE CONTRACT PLANS __. SEE NOTE 5 3. Do not place Gratings, Junction Boxes, Access Covers, or other appurte- a 4' PINS MIN. PROVIDE SMOOTH CEMENT CONCRETE _ I TRANSITION TO 2 0„ nances in front of the Curb Ramp or on any part of the Curb Ramp or SIDEWALK SEE NOTES /� SIDEWALK SEE CONTRACT PLANS - \ I MIN.SEE CONTRACT PLANS - Landing. I / WIDTH (TYP,) 4'- 0" MIN. �4'- 0" MIN. 2.0°11 MAX. 2.o-iJ MAX. 4. See the Contract Plans for the curb design specified. See Standard Plan FLARE (TYP.) 318" EXPANSION BUFFER WIDTH - MATCH TO F-10.12 for Curb, Curb and Gutter, Depressed Curb and Gutter, and .� JOINT (TYP.) -� SEE - __�, CURB RAMP DEPTH (TYP) Pedestrian Curb details. 318" EXPANSION I CURB RAMP STANDARD PLAN F-30.10 JOINT (TYP.) - SEE I I ' �/� I 5. See Standard Plan F-30.10 for Cement Concrete Sidewalk details. STANDARD PLAN F-30.10 GRADE BREAK TRANSITION TO SIDEWALK BUFFER, IF See Contract Plans for width and placement of sidewalk. GRADE BREAK -� PRESENT, OR TO BACK OF CURB (TYP.) i I "" SEE CONTRACT PLANS<<< 6. The Bid Item "Cement Concrete Curb Ramp Type _" does not include 10,0% MAX. E 10.0°�� --_ ,,,, _ the adjacent Curb, Curb and Gutter, Depressed Curb and Gutter, ........ ....... ........ ........ ....... ........ ........ .. .... .:::: ... ::..•::• ........ ..... . ..�-- ` .................. ` �- Pedestrian u or Sidewalk. .....:: •::�::. Ped t ' Curb, S'd CURB, OR CURB CEMENT CONCRETE AND GUTTER / CURB, OR CURB - PEDESTRIAN CURB -- 7. The Curb Ramp maximum running slope shall not require the ramp length SEE NOTE 4 �,___ AND GUTTER - DETECTABLE WARNING SURFACE - SEE NOTE 4 D `- SEE NOTE 4 to exceed 15 -feet to avoid chasing the slope indefinitely when connecting � SEE STANDARD PLAN F-46.10 `\ DETECTABLE WARNING SURFACE - to steep grades. When applying the 15 -foot maximum length, the running FACE OF CURBFACE OF CURB t SEE STANDARD PLAN F-46.10 slope of the Curb Ramp shall as flat as feasible. _. ......, � �. ,� DEPRESSED CURB AND GUTTER - ` - DEPRESSED CURB AND GUTTER 8. Curb Ramp, Landing, and Flares shall receive broom finish. See MEASURED PARALLEL J TO CURB (TYP.) CROSSWALK CROSSWALK SEE NOTE 4 Standard Specifications 8-14. I LEGEND SLOPE IN EITHER DIRECTION PLAN VIEW PLAN VIEW TYPE PERPENDICULAR A TYPE PERPENDICULAR B DETECTABLE WARNING SURFACE - (SHOWN WITH BUFFER) CEMENT CONCRETE DETECTABLE WARNING SURFACE - SEE STANDARD PLAN F-46.10 PEDESTRIAN CURB - SEE STANDARD PLAN F-46.10 SEE NOTE 4 GRADE BREAK 4'- 0" MIN. 15' 0° MAX. _ i .••' SEE CONTRACT PLANS SEE NOTE 7 SLOPE TREATMENT - ; ------ , _ COUNTER SLOPE - SEE STANDARD PLAN F-30.10 � '\ p°� MAX �- GRADE BREAK �� 5-0°!o MAX. 3" R. TYP. SEE NOTEED CURB AND GUTTER i' 8.3% MAX. ` //r/ � � TOP OF ROADWAY IN LANDING CURB RAMP SECTION (A ) DEPRESSED CURB AND GUTTER - SEE STANDARD PLAN F-10.12 CEMENT CONCRETE CURB RAMP "TYPE MIT -• ISOMETRIC VIEW TYPE PERPENDICULAR A PAY LIMIT PERPENDICULAR CURB RAMP SCALE: N.T.S. CEMENT CONCRETE CURB AND GUTTER - SEE NOTE 4 �Q 0Y WAS#� 6Cd o CURB RADIUS DETAIL U C Q acs •� ��ti� �O * 34363 O �� - I STY, �ti Z SIONAL 6 14 PERPENDICULAR CURB RAMP STANDARD PLAN F-40.15-02 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Pasco Bakodch /it 6120173 ISOMETRIC VIEW STATE DESIGN ENGINEER DATE TYPE PERPENDICULAR B PAY LIMIT Washington State Department of Transportation .a► WHPd(lf iC 12100 NE 195th St Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 wwW.whpacific.com ' BUILDING , IN COMPLIANCE WITH CITY OF RENTON STANDARDS D 00-n 01 Aft� W :�. ev... ar...r,,..,,�.,..,..� BY: _Date : BY Date: Date: SHEET INFO LONGACRES BUSINESS CENTER RENTON REVISIONS PROJECT NUMBER DRAWING FILE NAME SCALE 0oTED EV WAS �• �3246 � 1�k/ �w 0 'SEG I STERE SSIO NALBY: DESIGNED TTW NO. BY DATE REMARKSOF DRAWN TTW ~CDo Orl D [ D CHECKED JMTE z I �? Cn Z 00 rr APPROVED JMTE I LAST EDIT 7116/2015 Cn PLOT DATE 7/16/2015 SUBMITTAL NOTE: t REBAR AMERICAN GRADE 60 SIZE #3 2. 3000 PSI CONCRETE OR GREATER 3. WEIGHT 200 POUNDS PROPOSED CEMENT CONCRETE TRAFFIC CURB � I tnI-J I SAWCUT 2" MIN CLEAN EDGE FOR CURB INSTALLATION EXISTING ASPHALT SWALE a 4 4 d EXISTING ASPHALT EDGE NACHES AVENUE SW INSTALLATION OF CEMENT CONCRETE TRAFFIC CURB SCALE: N.T.S. 384211 Know what's below, Call before you dig. SITE & GRADING DETAILS SHEET NUMBER RYAN COMPANY c: CITY OF C3m5 LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-HC01-COR-DATUM N/A 11 of 28 . � �3qZ II M Z n C y z Q7 M UT T 4Ai RJ � M M M �0 I D 'D 1 � L to n 00 I C 1 � CD � M I M �0 'D 1 � L ~CDo Orl D [ D C/) Cn : z I �? Cn Z 00 rr y � I N Cn to n � I M I CJS : • z, z � X N N ri z Q �n U ry -00 d ~ i/-) O0 u W � J � cf)� u 0 ,0 v r1 j � I U a - Q n u I � U o � 0 00 � c9 Ln •,� O �0 LL- / n U U p� c - W F— y - O / J C u co N r) Q) N -c 00 In CO O O O = O � U Q u V) D U) CL •� O r�i E Lc) U 0 w Q Q 0 CL u u + I.E. OUT=27.16 (N) 8"0 00 DS 10 LF 6" PVC SD _ ©2.00 vv ... v I 1 vi I SYSTEM SD -5 I 68 LF 12» HDPE SD 0.500 R 384212 �.. W d(Iric_.BY: HP 12100 NE 195th St, Ste 300' Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com (R COMPLIANCE WITH 1T F ENTONIII STANDARDS — Date: BY Date:11* Y: t ._ _ e_ ....................... SHEET INFO o OtTj REVISIONS x m � ED E �� 1� of WAsh, `�j�c 0 O �' _' y ,` 3246 EG I STERE x&&10 L S STORM DRAINAGE PLAN NORTH RYAN COMPANY CITY 0F LONGACRES BUSINESS CENTER RENTON SHEET NUMBER C401 12 of 28 DESIGNED TTW NO. BY DATE REMARKS D RAW N TTW m z Z , _ m c� � uj CHECKED JMTE F ` APPROVED JMTE LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W—C—P P—S D01 SCALE 1 "=30' SUBMITTAL SUBMITTAL _ k-?�qz;Z 3 C z -i f mp o OtTj c x m cm' .E 1-7 ' x T ►� M� D > V1 m rn m z Z , _ m c� � uj cn � o OtTj M m cm' .E 1-7 ' x T ►� M� D > V1 Z D z Z , _ m c� � uj F ` N � cn T M m �� DO n a7m C IT CD T Z D T Z ft A 2 LF 6" PVC SD @ 2.00% C011 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO 68 LF 8 PVC SD ®1.00% + �m> RIM=29.97 IDS rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 IDS I.E. OUT=25.21 (E) 8"0 NO. BY ry REMARKS C10#7 ©QCB#1 0 20 +00 CO#4 RIM=30.20 RIM=30.08 0 C/) CB #014 0 I.E. OUT=27.76 (N) 8"0 I.E. IN 27.10 (N) 6"0 IDS 5 LF 6" PVC SD @ 2.00% (D C:) C/) 0 GE=27.14 I.E. OUT=26.93 (S) 8"0 I.E. I N 2 0.1,12 8 (N) 12"0 PLOT DATE 7/16/2015 I.E. I N 2 ;.53 (W) 8"0 q- < PROJECT NUMBER P0006568W 0 r Ln SUBMITTAL I.E. OUT 200�28 (E) 12"0 RAINLEADER COLLECTION SYSTEM(PVC) 00 J � ..t ry..... ..... ............ ........... 0 Ln Cn 3 LF 6" PVC SO Ln cn © 48.25% CD 1MA DS 000 C) o REFER TO SHEET C1.1 FOR GENERAL, SURFACE WATER 0 Q0 Q0 + cn ................ ... q m ........... . . . - ........ . .. . . 00 BUILDING 0 0 1 1 2. LL -00#1 6 R F.F. ELEV IM=29.83 & C 4.4 I.E. IN=26.11 (S) 8 0 3. FOR STORM DRAIN DETAILS REFER TO SHEETS C4.5 D cn PORTION OF N 1/2 OF SECTION 25, T. 23N9 R. 4E, W.M. 19+ 75 SD -5 11/--f--h 1 r)nw %0 I I r"n 1 11 1 1 1 1 � O 0 ffla GE=26.32 I.E. OUT=23.30 (S) 12"0 2APT4" ScEv"94 1$1104 cam" O's v 0 4. ep C&P pea C-4-IrAr 102 GE=24.83 EX. I.E. IN=18.32 I.E. OUT=18.21 15+25 16 LF 12" HDPE SD @ 3.12% CB #12 0 (a) GE=25.97 I.E. OUT=22.90 (N) 12"0 4 N I SCALE 30 0 15 30 60 FEET 1 INCH = 30 FT. STORM KEYNOTES: 1. INSTALL CATCH BASIN TYPE 1P PER CITY OF RENTON STD. PLAN #200.20, DETAIL 1 ON SHEET C4.5 2. INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON STD. PLAN #201.00, DETAIL 2 ON SHEET C4.5 3. FOR MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES REFER TO CITY OF RENTON STD. PLAN #204.60, DETAIL 3 ON SHEET C4.5 4. FOR INITIAL CATCH BASIN INSTALLATION REFER TO CITY OF RENTON STD. PLAN #202.00, DETAIL 4 ON SHEET C4.5 5. FOR RECTANGULAR FRAME REFER TO CITY OF RENTON STD. PLAN #204.00, DETAIL 5 ON SHEET C4.5 6. FOR RECTANGULAR VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.20, DETAIL 6 ON SHEET C4.5 7. FOR RECTANGULAR BI-DIRECTIONAL VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.30, DETAIL 7 ON SHEET C4.5 8. FOR RECTANGULAR SOLID METAL COVER REFER TO CITY OF RENTON STD. PLAN #204.10, DETAIL 8 ON SHEET C4.5 9. FOR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT REFER TO DETAIL 4 SHEET C4.6 10. FOR CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS REFER TO CITY OF RENTON STD. PLAN #101.1, DETAIL 5 ON SHEET C4.6 11. INSTALL RAINLEADER COLLECTION SYSTEM USING 8"0 PVC, PROVIDE MINIMUM SLOPE 1%. 12. INSTALL 6"0 PVC FOUNDATION DRAIN PIPE, PROVIDE MINIMUM SLOPE 1%. 13. FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT REFER TO DETAIL 7 SHEET C4.6 14. CONNECT TO EXISTING CB STRUCTURE. 15. TYPICAL PATCH FOR RIDGID PAVEMENT PATCHING AND RESTORATION REFER TO DETAIL 8 SHEET C4.6 16. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL UTILIY POINTS ON CONNECTION PRIOR TO CONSTRUCTION, TO DETERMINE PIPE CROSSINGS CAN BE ACHIEVED. I r:r_r:KIn- EXISTING STORM DRAIN PIPE EXISTING CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED TYPE 1P CATCH BASIN D.S. PROPOSED TYPE 2 CATCH BASIN 8"0 RAINLEADER COLLECTION SYSTEM 6"0 FOUNDATION DRAIN PIPE PROPERTY LINE 3842 13 Know what's below, Call before you dig. P;1 ri fir 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com MVA R BUILDING LASTING RELAr10NSWPS IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO > o p REVISIONS �m> rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 I n TTW NO. BY ry REMARKS i ©QCB#1 0 GE=27.05 0 C/) I.E. IN=19.39 (NW) 12"0 0 APPROVED JMTE I.E. OUT= 19.39 (SE) 12"0 C/) 0 LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 q- < PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W -C -PP- D01 SCALE SUBMITTAL J � ..t 0 Cn GENERAL NOTES: 000 1. REFER TO SHEET C1.1 FOR GENERAL, SURFACE WATER 0 Q0 Q0 DRAINAGE NOTES AND SPECIFICATIONS - 0 0 1 1 2. FOR STORM DRAIN PROFILES REFER TO SHEETS C4.3 & C 4.4 3. FOR STORM DRAIN DETAILS REFER TO SHEETS C4.5 D cn 4. FOR ADDITIONAL STORM DRAIN NOTES REFER TO LLJ SHEETS C4.1 & C4.2 0 1 5. CONSTRUCT 30 LF OF ACO TRENCH DRAIN SYSTEM .0) I MODEL FG200 (OR EQUAL) EAST & WEST OF CB#9) r I DRAINAGE DIRECTED TO PROPOSED SDMH# 25. c- 00 CD 6. STORM PLAN ABBREVIATIONS LIST: In CO 0 DS DOWNSPOUT I.E. - INVERT ELEVATION 0 00 F.F. FINISHED FLOOR LINEAL FEET LF - 1 GE GRATE ELEVATION PVC POLYVINYL CHLORIDE HDPE - HIGH DENSITY POLYETHYLENE SD STORM DRAIN 2APT4" ScEv"94 1$1104 cam" O's v 0 4. ep C&P pea C-4-IrAr 102 GE=24.83 EX. I.E. IN=18.32 I.E. OUT=18.21 15+25 16 LF 12" HDPE SD @ 3.12% CB #12 0 (a) GE=25.97 I.E. OUT=22.90 (N) 12"0 4 N I SCALE 30 0 15 30 60 FEET 1 INCH = 30 FT. STORM KEYNOTES: 1. INSTALL CATCH BASIN TYPE 1P PER CITY OF RENTON STD. PLAN #200.20, DETAIL 1 ON SHEET C4.5 2. INSTALL CATCH BASIN TYPE 2 PER CITY OF RENTON STD. PLAN #201.00, DETAIL 2 ON SHEET C4.5 3. FOR MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES REFER TO CITY OF RENTON STD. PLAN #204.60, DETAIL 3 ON SHEET C4.5 4. FOR INITIAL CATCH BASIN INSTALLATION REFER TO CITY OF RENTON STD. PLAN #202.00, DETAIL 4 ON SHEET C4.5 5. FOR RECTANGULAR FRAME REFER TO CITY OF RENTON STD. PLAN #204.00, DETAIL 5 ON SHEET C4.5 6. FOR RECTANGULAR VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.20, DETAIL 6 ON SHEET C4.5 7. FOR RECTANGULAR BI-DIRECTIONAL VANED GRATE REFER TO CITY OF RENTON STD. PLAN #204.30, DETAIL 7 ON SHEET C4.5 8. FOR RECTANGULAR SOLID METAL COVER REFER TO CITY OF RENTON STD. PLAN #204.10, DETAIL 8 ON SHEET C4.5 9. FOR TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT REFER TO DETAIL 4 SHEET C4.6 10. FOR CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS REFER TO CITY OF RENTON STD. PLAN #101.1, DETAIL 5 ON SHEET C4.6 11. INSTALL RAINLEADER COLLECTION SYSTEM USING 8"0 PVC, PROVIDE MINIMUM SLOPE 1%. 12. INSTALL 6"0 PVC FOUNDATION DRAIN PIPE, PROVIDE MINIMUM SLOPE 1%. 13. FOR TYPICAL LONGITUDINAL PATCH AND OVERLAY FOR FLEXIBLE PAVEMENT REFER TO DETAIL 7 SHEET C4.6 14. CONNECT TO EXISTING CB STRUCTURE. 15. TYPICAL PATCH FOR RIDGID PAVEMENT PATCHING AND RESTORATION REFER TO DETAIL 8 SHEET C4.6 16. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL UTILIY POINTS ON CONNECTION PRIOR TO CONSTRUCTION, TO DETERMINE PIPE CROSSINGS CAN BE ACHIEVED. I r:r_r:KIn- EXISTING STORM DRAIN PIPE EXISTING CATCH BASIN PROPOSED STORM DRAIN PIPE PROPOSED TYPE 1P CATCH BASIN D.S. PROPOSED TYPE 2 CATCH BASIN 8"0 RAINLEADER COLLECTION SYSTEM 6"0 FOUNDATION DRAIN PIPE PROPERTY LINE 3842 13 Know what's below, Call before you dig. P;1 ri fir 12100 N E 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com MVA R BUILDING LASTING RELAr10NSWPS IN COMPLIANCE WITH CITY OF RENTON STANDARDSof BY: Date: t 7,� Da e: BY: Date: ----------------------- ----- --- 13y: Date: PeM SHEET INFO > o p REVISIONS �m> rl Po Irl, E w WA S A S11144�, 0 I- d 14 % *7 - W ki 32416 Ql- 1 iGIST &&10 NAL STORM DRAINAGE PLAN SOUTH RYAN COMPANY CITY OF LONGAC RES BUSINESS CENTER RENTON SHEET NUMBER C402 13 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/16/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W -C -PP- D01 SCALE SUBMITTAL 4 , c: z -Z c > o p m �m> rl m m cn m CD Z > W o O R I, > o p m �m> rl m cn 0 CD Z W �� 00 m a0 cp m cn Z X PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. SD -1 PROFILE 0+75 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 35 35 30 30 PROPOSED GROUND 0 0 25 EXISTING GROUND POWER 25 262 LF 12 HDPE SD ®0.50 TELEPHONE 296 LF 12 HDPE SD @ 0.50% 162 LF 12" HDPE SD @ 0.50% 168 LF 12 HDPE SD ® 0.73% 2020 NLJ R CD CD O C) 00 O L _.z 0-4 (D m CD QD CN 00 CN CN CD '17 C1.4 C� LLJ CD C_� (.0 1:::� CD Lj L.Li (D LLJ cl-NI Ln Cn Cn L C,0 C"4 CN 15 + + —15 CD Uj C,,J II Go 00 C-4 C) C* -4 CD CD Cj 'T r, __j LLJ CN o, m cc 00 L.Lj Lj LJ m L,_j LTJ Lj I-Ij Uj 00 L CD C:3 C'_4 LLJ CD C 00 00 M /) (_D wCn (D IL LO I%. CN O CD + CN 11 II < Z:II N II C -4 V� < < X LLJ L.Lj wLLJ Uj wX LJ Ljj w LJ wCL Cn CD cn� CD Cn 10 10 CN Cn PO r.- Cn cc 10- LO m CO Go m rn CN to CD C114 CD rn In LO LO C114 cl� oo C�6 V7 . 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PO . CN r- . C) 06 C-4 00 00 c6 m r.I 0-) 06 CN C3 06 0i 00 0i 00 r.,: r< rIII.� L6 to r-, I c.6 Cl -A C*4 C14 c1q C14 Cq Cl -A Cq Cl� Cq C' -A N 04 CN 011j 04 0_4 CN CN CN 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 15+50 16+00 16+50 17+00 17+50 18+00 • SCALE 30 0 15 30 60 FEET Know what's below. 1 INCH — 30 FT. Call before you dig. SHEET INFO REVISIONS SHEET NUMBER IN COMPLIANCE WITH CITY OF RENTON ID UW ;mss DESIGNED TTW NO. BY DATE REMARKS W A STORM DRAIN PROFILES I DRAWN TTW 0 BY: Date: CHECKED JM 4 Ive RYAN COMPANY BY .. . . . ......... ........ Date. APPROVED JMTE CITY OF C4m3 12100 NE 195th St, Ste 300 324(61� Bothell, WA 98011 1 1 LONGACRES BUSINESS CENTER RENTON LAST EDIT 7/16/2015 77 EXISTING 1 384214 SHEET REVISIONS IS" I D FEI SIGN FN B Vi H Pacific I BUILDING LASTING RELATIONSHIPS BY: Date: 425-951-4800 Fax 425-951-4808 ------ ------------------- 0 PLOT DATE 7/16/2015 EGjsTEg� otic PROJECT NUMBER DRAWING FILE NAME SCALE www.whpacific.com BY: Dato: L SUBMITTAL �P0006568W 0006568W-C-PP-SD01 1 =30' 14 of 28 - - I LIIIIIII. I T C zim m m m Cf) 0 > R-3�2�� z� Cn m C=5 00 Cf) < Z mm cil z o o EVA I �y � T C zim m m m Cf) 0 > R-3�2�� z� Cn m C=5 00 Cf) < Z mm cil z o o I �y cn m Cn z z o o I �y � 1 o o X N CV U) 0 n 0 i u(n � �3: 00 U Cfl QLO LL O n O O O ~ U (n C W p 0� �o C-00 3, cO Ln (.0 CD 00 00 =O Q— L (n Q •C: �Q LH E L o U O N/ w= QQ 0 0_ u� 17+50 35 PORTION OF N 1/2 OF SECTION 25, T. 23N) R. 4E, W.M. SID -4 PROFILE SID -5 PROFILE 18+00 18+50 19+00 19+50 20+00 20+50 19+50 20+00 20+50 21+00 21+50 22+00 35 35 35 30 38 LF 12" CPP SD x 0 30 30 125 o OtTj zm D rn M CD 130 z • -4 z PROPOSED GROUND > -- r >� C O 20 PROPOSED GROUND 1 EXISTING GROUND — — --- 12"0 WATEB_-0----- -- 00 Z EXISTING GROUND O` N t'ij - -- N W �--.Cn 25 d __ ......... .. — _ --- --- - — -- ` 0.50% 25 25 C 15 — --- 00 25 180 LF 12" HDPE SD @ -}-�N — _ _ N 35 LF 12"HPDESD Ln II Z m II II Z Z -0 1 N O V II N II Q p LLJ W W X W LLJ LLJ 0.50% 0 CD W 16 LF 12 HDPE SD@ 41 LF 12 CPP SD 10 N @ 3.12 @ 0.50% 68 LF 12" HDPE SD N @ 0.50% 20 20 20 20 CZ) O 12"0 WATER cif LA N�Q O N N � Cv N N N N N Z - W ori ,Y N N o .— p N 00 .-. Z pp N - -. p 00 .- 15 o. rn N _ _ _ _ Q > M '�`'. 15 15 _ - _ ^ Cn z CD W p ¢ > o V) o cn a� 15 c� p LQ O �' a o o w J N o �uCL ID rl—z 00 000 W c" C-4 LUN J W *! 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C.� -- V Cn CO ¢ w w w C �— — 10 10 10 10 10 Cfl Ln D r� M Ln N CN to Ln Ln � 00 N N� N N N Ln CN NLO N Ln � N N C6 N N N N N N Ln N N 17+50 19+50 18+00 18+50 19+00 19+50 20+00 20+50 20+00 20+50 21+00 21+50 22+00 Ma4=17�1�� 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 35 35 30 33 LF 12" HDPE SD EXISTING GROUND @ 0.50 — ---._ `— — — — T -- PROPOSED GROUND — -- — — — — — " 25 76 LF 12 HDPE SD @ 0.50% 67 LF 12" HDPE SD @ 0.50 81 LF 12 HDPE SD @ 0.50 90 LF 12" HDPE SD @ 0.50% — — — — — — — --f 159 LF 12" HDPE SD @ 0.50 miss LJ �s -L A� N O _ N p N O N O N O N C O N O N p N O N CO N O w O ^ LLJ O p CO V) op O W � ► O Z Ln CSO �i N W 00 00 I� d CSI O N W Cj rn W N P-) M W 00 O Z O W Ln C0 N W O N N >- co 0O .- a. N d O N. N O d N d N N N O W 15 h N II + o N II -�- N II Q -� ao N 11 �- -}- opo N II as + c II = � N r~ Z co) N cD I I N N O I I d �'`� I I ~ F- tet- 11 E- - 11 h- rn Z Z N Co Z O O N Co N r- Z I I N O C II N— O I I N— O W W Il N— O cv II N— O = 11 N— O = ''`� O m 11 CL m LLJ co w m ¢ww w w p m �—wLi �i W +�O II t v cn CD _ U cn C0 — — U cn ca — — Cn II m w �i �; o Cn w w w a. + `�' W V (�C�— — V CnC�— — C11CD—N r-, (.0 z O m E�- ww w 10 W V SCD— — L CMO N� Ln 00 00 N N � Cfl I, 00 00 00 00 N N N N N N N N N N N N N N N N N N N N N N 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 ®m 17 LF 12" HDPE SD @ 0.50% 27+50 28+00 SCALE 30 0 15 30 64 (FEET ) 1 INCH = 30 FT. R 111111110 3842 Know what's below. 15 Call before you dig. SHEET INFO REVISIONS SHEET NUMBER IN ,>EWITH T TED E�� STORM DRAIN PROFILES 11 STANDARDS DESIGNED TTW NO. BY DATE REMARKS of WAs� V4 DRAWN TTW rr^^Q ..., ,.�. CHECKED JMTE ""'' r11 -'RYAN COMPANY �� OITY 012100 NE 195th St, Ste 300 �BY-APPROVED JMTE •H 0 IV P cific ' Bothell, WA 98011 A LAST EDIT 7/23/2015 3246/4/ �, LONGACRES BUSINESS CENTER, RENTON 425-951-4800 Fax 425-951-4808 BY: Date: ..... ....� � 4w www.whpacific.com PLOT DATE 7/27/2015 •�'�,SSGISTER o�� PROJECT NUMBER DRAWING FILE NAME SCALE >� : �a.. P0006568W 0006568W -C -P P -S D01 1 "=30' 15 of 28 SUBMITTAL k-24215 = rn 38 LF 12" CPP SD x 0 C @ 0.50 125 o OtTj zm D rn M CD D' I � z • -4 z G > -- r >� C O 20 M r 1 N 00 Z C� N t'ij N W �--.Cn d __ ) C 15 Ln W 00 M CO O -}-�N N Ln II Z m II II Z Z 1 N O V II N II Q p LLJ W W X W LLJ LLJ ISI 0 CD W Cn (.D 10 N N 27+50 28+00 SCALE 30 0 15 30 64 (FEET ) 1 INCH = 30 FT. R 111111110 3842 Know what's below. 15 Call before you dig. SHEET INFO REVISIONS SHEET NUMBER IN ,>EWITH T TED E�� STORM DRAIN PROFILES 11 STANDARDS DESIGNED TTW NO. BY DATE REMARKS of WAs� V4 DRAWN TTW rr^^Q ..., ,.�. CHECKED JMTE ""'' r11 -'RYAN COMPANY �� OITY 012100 NE 195th St, Ste 300 �BY-APPROVED JMTE •H 0 IV P cific ' Bothell, WA 98011 A LAST EDIT 7/23/2015 3246/4/ �, LONGACRES BUSINESS CENTER, RENTON 425-951-4800 Fax 425-951-4808 BY: Date: ..... ....� � 4w www.whpacific.com PLOT DATE 7/27/2015 •�'�,SSGISTER o�� PROJECT NUMBER DRAWING FILE NAME SCALE >� : �a.. P0006568W 0006568W -C -P P -S D01 1 "=30' 15 of 28 SUBMITTAL k-24215 = rn 2 x 0 C M i Cj) T N o OtTj zm D rn M CD D' I � z cn-- Q o OtTj D m z • -4 z G > -- r >� C O M r 1 N 00 Z C� N t'ij N I I cn-- Q D T Co Cn z • -4 z G — — 1`0 X N N (f) I — < I— LL1 () i 0 ry -6 0 L_ �- o (/) _0 C - - o � 4- :D (/)O I >- n < = 1 3:1 1 L 0) r___1 I >_ 3: �- _,� co Ir - I 0 r-) r__1 Cn n I 6 n a n 6 I 00 0 1 0 0 15 0 00 0(D In Lf a) CO .- 0 0 3: 0 1, 11-, 0 .5 n G Q) -4--, � :3 Cn 0 0) C_ .- . .•3: Q�_ 0 III L_ �- C) I— ,--,*' 0 C_ _J 0) n .- I I C0 a) r-) r___1,,,._1 0) .- C- 00 3�: to(Q -i--, (D i� 0 00 0 = "' F- () :D C- < — I Iv) D t : : _, I ,�, .. -,- ,;�I _�_�_ - ; _� ---- , -� --�- , ��-_j--��,�, --, _,>;�', :"- __ , - I ` ,,�� 1�_�__��, _:_ . t � : 1-1 . : , - t �o' : 0 , , .. . I ,I I . . "I - I - <,, ,- F�, ', I 4" , . - � -�11, , , "', ,",-, - , 1, �� I �,-- ` I , 1155�_:_"e�' I , __ I � , - - " - _e 01 0, � - - I � - �, , , - �_ , " - , " 1'� __ -, I 11 � I ,� __�. _ ,_ , ,-- - I- " � , �-_,--- , � -,�- �,� _Z_��, 7�_O`� P - .. "- � ,<- '__�,_ 1,�,_-, 1�-�, `�,-_- 1_1�', ,_�, �,, ,_,, <_ ." ,�� I � - � _ __ � __ _;� - , - , _�, -, 1__Z� � I - � - ,� - - - - �zz�,, � 7 � , NOTES ?� - " - I _ _,�, , ,, , , , ! . As acceptable alternatives to the rebar shown in the PRECAST BASE 0 FRAME AND VANED GRATE SECTION, fibers (placed according to the Standard Specifications), or 1�' �zc��- , - - - -. - -�---. wire mesh having a minimum area of 0.12 square inches per foot shall i b. - � i I " �, , , - — _%_. \7�,,, 7 ISOMETRIC VIEW be used with the minimum required rebar shown in the ALTERNATIVE , � I 1 , �, i, , , , ""I" , : ", , , �, �, � , i , � , , '. � `�., .1 PRECAST BASE SECTION. Wire mesh shall not be placed in the ., ,-'_____--__ _,, �"--�,� ' 1311) , , I _', -, knockouts, X I . , -, 1-1 - " 2, The knockout diameter shall not be greater than 18", Knockouts shall I I. � - "" "" --,. I I" - '�_._ "",__ ��, _ -, -11 ", I -' I,- - _< have a wall thickness of 2" minimum to 2.5" maximum, Provide a 1,5" I I/ , " , I � I Ik /1, �, . . I I / � i , ", " I I I / I I / . , / I , L�� ///�,/ 1 ,--" , ,�_ 1. "_ ��, , ,., ''�� -, -, � . - � - " '_ I mnimum gap between the knockout wall and the outside of the pipe, I 11 - I , -_ , - - � 11 �, 15- , I - _', "- I- I �1_ After the pipe is installed, fill the gap with joint mortar in accordance � I i 12" r', I -,, - _1 ,� ,�, �, z __ 11 � - " _� -1 - , � l i z with Standard Specification 9-04,3 : � � i I - _1 � ,�� ' � I � _. , � - , f , e ' ( , � DR 12" 3. The maximum depth from the finished grade to the lowest pipe invert A_r__1 � - ': AI"Yv XY 1, � " 6� ,,, �� Q�� A G. _BLIC ., � � � i � STD. PLAN - 204.00 shall be 5'. ONE 13 BAR ,_ , - " HOOP FOR 6" HEIGHT -_ �-O-` -11 - - -- 4 The frame and grate Must be - - installed with the flange down, 'IWO 13 BAR _�_ HOOPS FOR 12" HEIGHT - � !., , . I : � MARCH 2008 5 � � �_, , � L� . ! 1 ,-, 12. , I 11 - ' 5 The Precast Base Section may have a rounded floor, and the walls may �111B'. ' RECTANGULAR ADJUSTMENT SECTION be sloped at a rate of 1:24 or steeper. ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- 6. The opening shall be measured at the top of the precast base section. : B 1 , - 'C', ,�,b_�,_,._�1(11�A_ '1 <?" 4- "DI , " - , , ��', - �_,�O� "Iliz�_ " ``Z'� r 6 7. All pickup holes shall be grouted full after the basin has been placed, I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I �-,��_ " � -, , ___�_ - _�, k - -, .- I ,., �_ �- - ___�,�_,;r" - k � -_ - - -- � 8. All grade rings and castings shall be set in mortar in accordance with I I I ",._, - __ ., , - , - - ,��, > _-, "I , - z : " ,-<- - -41, ,,�,v , , , - � �, z - I -, - Y, r� - 1 : -, 1;1 , �v , I I ; I Standard Specification 9 -04.3. 13 BAR EACH CORNER #3 BAR HOOP 03 BAR EA. CF PRECAST BASE SECTION , _11�1 � ,po1r. I � � I #3 BAR EACH CORNER, 18" MIN, " ±f3 BAR HOOP -:,,,v, I_ `iAv - � r. ' - t I -r SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION : <� y : 6 �11 �� __ � 1� - 200.20 � "I 911:� � STD. PLAN , � I I I . " PlIBLIC WORKS CATCH BASIN TYPE I P � . 1+ , , I ____.________, --.-- ___._ - a 1, � 1� � 1 114 DEPARTMFNT (FOR PARKING LOT) 5 , � 11 � - � _\IARCII 2008 *71,1 ________._ -------------------- � CATCH BASIN TYPE 1P (FOR PARKING LOT) SCALE: N.T.S. TOP NOTES 1, This frame is designed to accommodate 20" x 24" grates or covers 2. Provide two holes in the frame that are vertically aligned with It . 24 IM' : he grate or cover slots. Tap each hole to accept �_ - - 11 11 I - 7 a 5/8" - 11 NC x 2" alien head cap screw, i : I 11 i � Location of bolt down holes varies among different 5 i : __ � manufacturers, . , -, � - - __ - I- I-------- __ - - ------------T , , �`-A �_ "I �Z�/,, , k""I I , , , �/.,� ,___ ��,� _��_' / ` , , � � 24 3 Refer to Standard Specification 9-05,15(2) for additional : "", I - 11 11 � I � 9, ", I . � � ,� , 1, r, /,�/ requirements. . , . -V , rm , � ----------- Z , 211,j SECTION �; A ' ,--,/ RECTANGULAR FRAME SCALE: N.T.S. PORTION OF N 1/2 OF SECTION 25, T. 23N3 R. 4E, W.M. I -I--,` /_ 3 __ -,- ,;�I _�_�_ - ; _� ---- , -� --�- , ��-_j--��,�, --, _,>;�', :"- __ , - I ` ,,�� 1�_�__��, _:_ I No steps are required when height is 4'or less, i , I / 1, , - ;[I ___ / / - ,;i ____ I i1 �,-- ` I , 1155�_:_"e�' I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... � -- ---- 11 I ... � -1, , 1 `� 1'� __ -, I 11 � I RECESSED ALLEN HEAD CAP SCREW --- I 5181, 1, .. "- � ,<- '__�,_ 1,�,_-, 1�-�, `�,-_- 1_1�', ,_�, �,, ,_,, <_ ." ,�� I ��A�_, _1_f8` I IL,;- ,OR CIRCULAR ADJUSTMENT SECT(ON i i] �i I 1: - - _ 1"� �� - � - , , tL I I I : 4/ " "'t I 3/4" , / It 1�' �zc��- , - - - -. - -�---. / �, Ii " , I / ; I I I A I i b. - � i I " �, , , - — _%_. \7�,,, 7 ISOMETRIC VIEW 2 1:� , � I 1 , �, i, , , , ""I" , : ", , , �, �, � , i , � , , '. � .7 i I > ,"\, I � - �', I I I : � "I", I - � \ ''. : . -.1 ----- ---- ______ ____ : ; , � " ; i / �/, , , , �,--`, � � I ; I '� !�t� i 1-1 I " I 1 I 1�i _� � I � \� � \ , X I - - � - - -- I - - �- � .1 __� . I � I - I � ,I- ; I , . r 1518" /�, /.1 / / " I I. � - "" , I 11 I I I/ , " , I � I Ik /1, �, . . I I / � i , ", " I I I / I I / . , / I , L�� ///�,/ � � FRAME , � � N I ,,_, � . � r I z I I z I z � I IrIz 11 , " / z , ; _ '. I �, �. - / z I , ;, I , ! ; , " / " � ,� ____ / , � / ., / , / �� , . I I / . � / - --- L_ � , I ,_ I , - I ,! ----/ I I i I 1 � I i 12" � � � 2 112" � � --- ----- SECTION : � � i I I , DETAIL '13' I I BOLT -DOWN DETAIL SEE, NOTE _', � _,,..r_....__ ; _.0MK_ I � — i i I / - ! i: � , I A_r__1 � - ': AI"Yv XY 1, � " 6� ,,, �� Q�� A G. _BLIC I � � � i � STD. PLAN - 204.00 Pt , WORKS RECTANGULAR FRAME � � + ,.t ' -FN _' ltw I .* ,� 1) E, P A R -1 L,XI � � � � 5 �111111 � 11 11 � I - I - I'll I'll - ��, I .r 1. 10: - I --- ,to - � !., , . I : � MARCH 2008 5 � RECTANGULAR FRAME SCALE: N.T.S. PORTION OF N 1/2 OF SECTION 25, T. 23N3 R. 4E, W.M. I -I--,` /_ 3 __ CATCH BASIN FRAME AND VANED GRATE (DETAIL 204,00) I No steps are required when height is 4'or less, i , I / 1, , - ;[I ___ / / - ,;i ____ I i1 HANDHOLD I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... � -- ---- 11 I ... � -1, , 1 `� 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. � I X, X, . - , C,�: < i ",�' RECTANGULAR ADJUSTMENT SECTION RATE BASE. INTEGRAL BASE . , I ! �., � � Iv" 1 ,OR CIRCULAR ADJUSTMENT SECT(ON i i (31, i._._. ... .... ....... i I � L � I � � ��_, - , -YPiCAL tL ,- .. __ - _ �� , _�-�-, ---- GROUT, T (SEE NOTE 5) ( 1) , - - - -. - -�---. : : : : 81' Z, I , 'I- . , _, i- FLAT SLAB TOP z ?! � I . I I I � ,,:- �_, I � -1 I 1,; � I., ; I_ �_ I 11 : . -.1 ----- ---- ______ ____ : < :F , Ly 0 i:..� � 1� � . . - !I � � I I ! , � , ^ �," C,R �i,, � : �3` b4". (_V, Y2 z' f e I 5" X I - - � - - -- I - - �- � .1 __� . I � I - I � ,I- MORTAR I TYP ) � , I 11 I 17 _t_r�7'J,1_1/ � . _ , ;, L, _-"_r -_z-,_, � , ,--, ; , , , i. ,� / I __ __,,� t , -)R �- ____,�_ _._ , STEPS;, �, - , , , � � I i 12" 11 - 11 . LADDEr \ � � � . 0,39 0 29 : � � i I .1 I I I i _111111111-11-1 111.11, - - 1. i i 12" � i; __ . - __ � - - - - _-, �, _ � _,,..r_....__ ; _.0MK_ I � — i i I / - ! i: � , I , I i . ......................... ... � ....... ... ..... __ ..... . . ..... ... ....... ....... . .. ..... . I 0,39 u.29 - ----- - --- - - __ ___ - — --- - , -1 � � : ,_ ,� I A- ----- 1-, t'---, -,I __ - � __ , -- --��:7�_� IL- � I ' I ! - �i 4 �- MORTAR FILLET - � � : � I � :1 , �, :e? - i-., ;,< 1< I 1 : '�S, 1� � - � !" -_ ____ DIRCING STEEL i TYF � REINF,_ I : I _.� --- - -_ I --- : 1 � -111111 1-1-1-1 ........ ......... . ................ - � !., , . I 1_�, z - � �_, , � L� . ! 1 ,-, 12. , I 11 - ' GRAvEL BACKFILL FOR I PIPE ZONE RFDD�N(; �111B'. ' � . , , , i z , � , , . _,�_._ '/ A I- 6 --- 1 --- _1-%__-1�L_-'-.�-*-_, � - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- . , , - , 4 . , , 1. I � � , " I - SECTION : B 1 , - !.�,�"'�- I- � : I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I SEP.AFATE BASE INTEGRAL BASE r, 11 I - , � I I I CAST -;N -PI -AGE PRECAST WITH RISER N" - E #3 BAR I !OOP I OR I �',N ,0, P[NG , 11 _m_ TWO TWO #3 BAR HOCIPS FOR 12" , , , I;X, � . IIV *�-_ 4. 1 '' � RECTANGULAR ADJUSTMENT SECTION I �_ . __ . ..o I , ., � . riR�',H RAC,F'111 FOR f�, , , •- - ,�-,, �,X,�,�'��47._�, __ -IPE ZutqF_ BEDUNG , 1__ ,��_ � �1 ,-, � -, 1, ,- -,,,, I ,> , �N�t4 'y' .... . . ....... . . , 11 - 1-1-1 - ... . ... � ... � ... -1111111-11111 -1-1-1.1-111-11-11 11 "I'll, I I I I I I I 1-1-111-11111111111111 I � SEPARATE BASE I TCATCH� BASIN DIMENSIONS __- - PREGAST _____ .,--,--------- 1 MINIMUM BASE REINFORC'NG STEEL I C A I i_ I -1 ; MMA I V1 U 11 � WAL1 BASE DISTANCE : BASIN ; KNOCKOLIT: � - wl'�ft IN EACH DIRECTION I ITHIC I D JAMETER I I No steps are required when height is 4'or less, THICKNESSI SIZE I I I BETWEEN ....... ..... ............. � ....... ..... . - ... .......... . - .... ... ......... . � ....... I I --- I I 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. � I � I � KNOCKOUT I LI RATE BASE. INTEGRAL BASE . 48" I I � I 4" � i i (31, i._._. ... .... ....... i � ; 36" ... . ....... . , , ! i 8" I : ,- 0,23 C1,15 - I 11 I 11 I � I 1 54" � 4,5: r. i 3 61* I � � 42" : : : : 81' 0,10 0.19 11 i I --------- _._!______._________ the pipe is installed, fill the gap with joint mortar in accordance with Standard -_ - : . -.1 ----- ---- ______ ____ : _____ — : Be". ; ; ______ i I 5" 81' -- - ____.___.__ - - -- I I � i 48" : : : B" � 0,25 U,25 � I � 72" i (31' 81� I � 60" ; � � 12" 0.35 I 6,24 � I � ,34" � 8 � I i 12" 1 i I 72" ; : I I : 12" . 0,39 0 29 � ... ..... . ........ ............... .. .. 1 9(�, � I I 3 I .... . ........................... 8" i _111111111-11-1 111.11, - - 1. i i 12" � i; __ . - __ � - - - - _-, �, _ � ....... 1 84" ; __ -,.- - _______ -- . _. ", ......... .. ......... . . ....... ... . . . ..... i i i ; : 12" - - - - __ - --- - _____ . ......................... ... � ....... ... ..... __ ..... . . ..... ... ....... ....... . .. ..... . I 0,39 u.29 - ----- - --- - - __ ___ - — --- - , NOTES PIPE ALLOWANCES I , � I No steps are required when height is 4'or less, I CATCH PIPE MATERIAL WITH MAXiMUM INSIDE DIAMETER �! . -�-.'_'V�9 - �__ I __ ,11-1-1 I - -_ BASIN SOLID__P`R0F'1LE ,' AL� : I 2, The bottom of the precast catch basin may be sloped to facilitate cleaning. DIAMETER CONCRETEr � __ : ' � 1 1� METAi � "PSSP WALL : ,PIALL. ; - t I I '3' 1 I I I r � IPvc ,L PVC �2 ; 3 The rectangular frame and grate must be installed with the flange down, � : . . 48" : 24" : . --.-.---,--,------.,-.----------- I � 30" ; 24" 27" 1: 3G" � � I ; i - ____ The frame may be cast into the adjustment section, I : 544' 30" : : � 36� �� 30" 27'; I 36" � I : � -i, Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide � (5011 � 36" : : i � . ....... � ............ ... . ........ . . . . . ........... . ... ..... � ..... . i I : I 42" �� 36' 36" I! 42" � � : i z � ..... ... ...... .... ............... 11111111111111111- . ... .......... . ... ..... ... . . ................... . . .. a 1.5" minimum gap between the knockout wall and the outside of the pipe. After I Ir : ; 1 772 42" : I . : I � � 54" � 42" 36" as ; the pipe is installed, fill the gap with joint mortar in accordance with Standard 1 i . 1 84" 54" i � : ! ! _____ i z G I 011 � �4" 36" i 48" Specification 9-04.3, i : II -, - � I � i i I I 1-11,11.1 ; 11 ! f : � I 96" C, 0 1, : : : : : 60" 36" 48" 72" t� : � : 5, All grade rings, risers, and castings shall be set in mortar in accordance with -11 ------ _,__ I � Cartuqated Polye,thylene ___ - - -'-- ------------- Storrs SOMA'Pipc, �'Std. Spec� 9-05,20) Standard Specification 9-04.3. ', IStd, Spi,r. 9-05 12(i)) � . I I ___ � ____ i — � � 4 I i : I- I __ 'r— I I f I � � i I z I I : t t z � � ' (Srd, Spec, 9-05 12(2)) . � I I � I . 1 N -Y I I , � : I SM. PLAN - 201.00 ,� P, I : " , 1W I . " + + Pl,"BLIC WORK, CATCH BASIN TYPE 2-------- . i _T\T *IT ; I I i 1 I 1-5'W* , DEJ)ARTNI E T' to;N-1116o : � Napo . I : : : _%1ARC11 �'_008 CATCH BASIN TYPE 2 SCALE: N.T.S. I : - I � - i SHEET INFO HEETI . I : , . -�-.'_'V�9 - �__ I __ ,11-1-1 I - -_ � I � I I � i I I ; F7--��--_! : I ; I I _ �_ � — ? , ,— � I �I � � ; ; ; 5 1 , , �__ �_ I . � I � S�[ �iFE D�IA�4 I I '3' 1 . I - . ; I 1 1 __ w --- 1.1---] � , � I � - _ ANCINIOTE 1 0 1 1 . , , e � -_F... ��, i . e i : =—__ � I . ___ i_ L____ I � _'_ I . ;- ;.- I � I - tI I t� I - I - _____ " " I �____ I I � I � �A_ _-�_, - .� . 84" or 96" FLAT SLAB TOP , I I 12'_ , I , e I I I I I I r , PREFABRICATED LADDER -,, - -1," ,,,� i I I i,z I i- 1-1 �,. , 1 4 , 1. � , I . I 1�� I �', - : . I I . o � 2C' i . I I . I I i : I : i� : :75: i � 1 r -7--- ; � � � r � : � . I I ___ � ____ i — � � 4 I i : I- I __ 'r— I I f I � � i I z I I : t t z � � i . . � I � . � I I � I . 1 STEP 4 I I i I I I I . I I I � . � � � t Z, ,� I I.- ,1! ; I I i 1 . I ; . I I , �� I V4�1, � � "'El" _1 I- � ! ___ � I I � I i , � � � e--- - � � I I , --- i i , � ------ _,_ � I � 7 I _11-1-1 i ; � j � ; ; I I I : � _--1 I ___ ; � : , _____! -7 � T ,T___ I T — ------ — : z - 0 � _ , I -J �. � -1 I � � I I � � I I I I : ; I r-11, : I . . �- I � . I I _� . i I . � i ! � I ; I I I � I I � � i 1 li2 - - - 3-I I ; I : I _.� --- - -_ I --- : 1 � -111111 1-1-1-1 ........ ......... . ................ , -.-- T- ��-�;r_,'W ,,,,,1_-P �4il Z'- _,v.� "I , ... ...... .................... . . � ..... � ... ..... ... . ... . ..... ... ... . � .. . .... � ........... � ..... ... ....... . - - --- - :___,__,____ I ,;,-,,,, � , I __ _ - � 21 i � 2" MAx ECCENTRIC CONE SECTION �111B'. ' 48", 54-, or 60- FLAT SLAB TOP - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- TOP " SECTION : B 1 , - I 24" � : I I I 'A : i 1 7 OR 8 EQUAL SPACES i <I , "" ___ , � I _ ... ____ ................ � ........ __ __,"', _-, __ ... ___ ...... - ..... .. . ... .. .. I I I -i � I 15i I I � - z I � �C� I � I t _..IREGTiON OF FLO'A' � � 5 1 -- � I 1--,-- , , 7 - �� \ 1�1 J ,�, ,,�� ,,��,, ,, ,\ " ,,, , " ". " I,< 4 � i I , �� , .. ,;, ,,�: I ----' --- \ , - 1^\"�� '>'� --------- ,�_�' - - '-,_,`;� --------- I �T ------- -- _--f ��,,,.11 ------ - ,-----, , ,� ------ �L� , , I 1�.11, �,I f � I I � , - - SECTION A " , t I t i � � � 1,?` : � t 2 I � � : z z � 3tT' � � � � t i- I 11 ;41' - � � I , -- , . I I - I -8, I I I I ,�', 11 1'1�, 11� ,,,�_� _L_ �� I 1, , , I , _, � 11�1 I I � I 1� " 11 1, 1 7 , I I " 1, 1��', \ - I \, "" " %� "'..\, � I � �, � \ 1, , , - � , ��,_ I" '�11 , , I 11 �1'1 _ "I,. -1 , \-, I ."�r, �_� ". , I 11 1\ I `ti >e',�_ ,,- � ` I -1. > ..,•Y , I,� I , " BOLT -DOWN SLOT DETAIL : ,,, I., -I � � , � I .- --' -, 1- " " St NOTL 1 , -1,;-, "I , -�-," " � , 1, , NOTES 1 Provide two slots in the grate that are vertically aligned , with the holes in the frame. Location of bolt -down slots ,, varies among different manufacturers. , - � `-.I. 11, " ISOMETRIC 2 Refer to Standard Specification 9 05-15(2) for idditio-ial requirements, -', Unless otherwise specified, vaned grates shall be used with standard frame in the travel way, gutter or shoulder. vaned grates shall not be located within crossroads, Use vaned grates along rolled curbs. — ",(; :77- - �,-�, _''�i -I' � STD. PLAN - 204.20 , ( zk Aim � `1 RECTANGULAR � 4,P ��' .L * 11�1'11_31,IC 'o�'01)kK` � --------.------------ 1 14 1 1,)J'A,RTMENT VANED GRATE 1. I �; NIZ\kCd 20C11i � 7 ) � I RECTANGULAR VANED GRATE SCALE: N.T.S. , - I � - - - I . L � I �� 1�, 1_4 , " ': � , � 1. , � , , - � , " , " - � " , , , I � I , , I , � - I , , , , I I ,.__1 , � I : - I � - i SHEET INFO HEETI Ir " , I I �', ��: �-, I � "I !", , "' � I � I I � i I I I " - � �, , , , , 1 ", , , - I JI . , " I � � ��, I I 2 4 . 11 , , ; I K" x : , � 1��'. �, I 11, ", 1"',�, ,, I I i � I ; �<� �� i I , I , � : OR 54'VIAM, HOLE - __ - - , I --- I -_ i , ; , -11, ; ---I-- I 'I 2' I ", Y P') I REMARKS 124 I ! � 7:7_1 i -, 11 - ."I — 1 � I 1" %1N 11-1 11 ! I' -1-1 - , " i I ,,11MAX _ I '" _.1 . � �� A � i �A_ _-�_, - .� . 84" or 96" FLAT SLAB TOP , I I 12'_ , I , e I I I I I I r , PREFABRICATED LADDER -,, - -1," ,,,� i I I i,z I i- 1-1 �,. , 1 4 , 1. � , I . I 1�� I �', �1. "� I , _` I - I I I " I 11 I "'�� I1,�, .-✓I'll 1� . __ , 1� J- " , , -F''IA ,,,z�-, 'i, ,�,, sr'Aciw-, ,� ,I, . I- ' �� I fI - I - - , -- ^�'_', I __ - , , , __ , - I -- I I � 1 ,- , ----- � I - - I , __ ; I LAST EDIT , f,,, , � t '� I______ I- - �_�', , "-"- ,,,, : X_- �,r,� " " � � � " � t 20 I I)' MIN I z t z , , , , -, 24 C' Ar 48"DIAM f -, - , - :- __1 �" �: OR 54" D PM HO, -E 2' tTYF,�I- - TYPICAL ORIENTATION __ � I �,--- -------, . I I z ::� , � t i: i - ---- — I I -- -- q � Cr. � ----., ____________ FOR ACCESS AND STEPS I � - T I ... T_- �_ . �_ _i_ - - ,-- - __ -, , '' ..________ _. ��i - I i KVN - ' I iZ' MAX STEP 72" FLAT SLAB TOP SUBMITTAL 24' MIN - - I.- ,.,. i - �, 4- -'SF I�_ � ,-:"" id4 RARS, �(� F, - �' C I N G , I Provide two slots in the cover that are vertically aligned ��", I I " "! I '! : X I � �' � �1, , 1 i I 11.1. < - . . - - I - l% " i , ; :5 .2 I '.11 - I- :1 � I � � , I'll 1, ,,_� , I , , I , � . � , I ! ,,, �-, � �,l ,I : - -7 varies among different manufacturers. t " I 2C." )� 24 OR ;, , �� "1�1�1'1 11,� 1, � '-' ==- 1 li2 - - - , __ � ". 2 - - 24" DIAPA, HOLE , '_5 . I___________ -11 -- 2" i TYP, � � � N."I"N_ 2 Alternative reinforcing designs are acceptable in _ __ ", _4_6" , - , " - , - - f , , I � I I - , "" - r I I - - , - I --- � - =A�= 4 1 z � I 1, P.4 �,,I _ - � 21 i � 2" MAx ECCENTRIC CONE SECTION -1 I �., .� - I I , , I . " , II ------------- r-- --- - - ------------ �__"_,__,_�K' - ,�� I -, _ , �, � - :\ , ,,,� � , � , ," , �4 , T �� . 48", 54-, or 60- FLAT SLAB TOP I , '- - , , ,-,_, �-�_,_,':�,\' -0.15(2'}5for additional , , I ":, ,,, ,�, Refer to S�anciarcl Specification 9 J - ,,� :1 � � 1� � � ": , ,.�If-�/ � " "-' -, , - ,1- -- - , 1� 1, .1� 1 ,� , 1� - I _ � I - I I , I - -3 4 " - -- - --- -_ " � -1 �,�_ , '_1 , �� I , ,�r" __ , , 11� , .� 1� � 11 ,,��, 11 I - ___ -, , - I I , � I � - I I " �- 4 (�,'OR I", , , - ,-- _ '. � - . I I I I 1, ',�' � � I : I � j I , - '', ,� ., 11 I � , , -�� _ 41��,I . - I , "I I I �i r, 11 I - , � I I I . SECTION � A r I � N" - E #3 BAR I !OOP I OR I �',N _m_ TWO TWO #3 BAR HOCIPS FOR 12" , CIRCULAR ADJUSTMENT SECTION RECTANGULAR ADJUSTMENT SECTION I.0 As an acceptable alternative to rebar, wire mesh having a minimum area of 0.12 square inches per foot may be used for adjustment sections. � e I ' - 40 e � STD. PLAN - 204.60 1�ly 1�1 , C'� ; +,'AM, PUBLIC `XORK�: � MISCELLANEOUS DETAILS FOR r � I . ,A I I Ll `A1,'1'F,\II Al T I !� I) - �, .. I __ . DRAINAGE STRUCTURES 14�� . : I 11 , 1i q . V111"FIC" -M,iz ! � I I MISCELLANEOUS DETAILS FOR DRAINAGE STRUCTURES SCALE: N.T.S. 1� - — I __ I 1� �:11_ I - 2„ _-_� gra. ,t , Ul 4t_iL i - I - : . � 92 ? � I � � I � r-. � . I � _', --- __ __ - . � 1 - - - - - ---,-.7-- - � �.,,,�-�� : . �, 6� . � - I ,�- � r,�__ __ _�_ 17 _1�y _,�� ,,T-� � I . : , . � . . , , I .1 ' : . : +�'. ': . , - . � . , , I " � ,I , �� " - "', ,-- I- ' � Z ; , , � ,7�' 1 , I I " �,,====�"-"!"�= , � , " � , ,,-�- - - - ��-, ,`� "','-,, — __ . V :��`'`�' =± '. , - �,,, - —,--- �_= — , " tl �, , N � \�� "., i", "',•III � , , I , I I � SECTION , A , __ 'I ,�4 , � ! I � i , 1_1 -i : . : I I [ I - - i I � 3,4' 1 1 114" ] I � . i Lv! LC!I I I I , 1 �, !� , �?�,� ," , I , I I � - -1 1- , -, -, I . " _ I I I , -, -, � I " , _'__ ". ,�, " �, _,_ � - � � " � , , "", , , , ',`,' �' , , BOLT -DOWN SLOT DETAIL `,X,��,___>%,.,�� I I � � , , I , , � , -1 I I I - - - - � , I SEE N L )T E ' . , - � � �,_�, , , NOTES � I , , Provide two slots in the grate that are vertically aligned I with the holes in the frame. Location of bolt -down slots varies among different marufacturers. ISOMETRIC 2 Refer to Standard Specification 9-05.15(2) for additional reqUirements. �1. Use only on sags and vertical curbs locations. 4 Unless otherwise specified, vaned grates shall be use,,, with standard frame in the travel Way, gutter or shoulder. vaned grates shall not be located within crossroads. Use vaned grates along rolled curbs. : ! z �Vy : ! 0�, STD. PLAN - 204.30 111, i � ,�)7 1 11 i � - - � , iz � 5 : I � ; : 'AM, , PBLI�'_,' _`,`,_'0_R1,� � RECTANGULAR BI-DIRECTIONAL � -- +'14M � : , : : � : I � : 11 � , 1) �-� P ,,, ��- ,\.I �, N'l � VANED GRATE q L ; � - - ! ; N : RECTANGULAR BI-DIRECTIONAL VANED GRATE SCALE: N.T.S. IIIIIIIIIII MAIIIIIIh.. I W 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com � I I F7 i I i tot I M 114�,0�_e_ I i M �, ��', ,,, , ,, , � , '�-�::, � 1�,V', 11, I I 51 1 :iL ! I = ;•BY: I BUILDING LASTING RELATIONSHIPS I .wv IN COMPLIANCE WITH CITY OF MENTON . - !ST I ICHECKED I I ---�. ,� I P BY: ,,, ...... . A- ......... MR Date: "Itk - % _/�Oloj_ I j '7 .1, Date: --------------------- ---- -_ - BY: — ___ --- - --_ e ....... ...... . ... . ..... !__ ........ e ...... Date : � SHEET INFO HEETI Ir REVISIONS � ----- --- I - _ - - I- i I- I'Ji�r -L 1, .� -, ,j_'- I /' , �J 1 11 111111 ,,,Illllli,'',,'',,'',11111111 I QED ''I . V RV O'F AS . I 0 C, e_1 *t `-, 'r ,;), �� OL I 10" I I/ " , , " / , "" ,�J 1�1 11 I " # 41 11 " I I ., Ito, ,ot I , -1 11 X, 1, ,� �'/ I T .. ,324 ff 1 116 6 21 4 Az 11 � _ V I 0 ON ti�1�; -4�4 C I S T " % &S, 11 ""S70NAL YSI DESIGNED DESIGNED TTW NO. B DATE REMARKS W DRAWN TTW -, 11 - ."I — I i - . — -'-- JMTE i " � � -1 __ - - - I - ____ _____ --------, - , , � / 1 4 A �- A I I �J ;,, 4 , - , I J ! I - - , -- ^�'_', I __ - , , , __ , - I -- I I � 1 ,- , ----- � I - - I , __ : LAST EDIT 7/16/2015 t '� I______ I- - __: - - __ - - -,-- , -_ __ - --- � - - - - - - - - - � - _. 11 I I — PLOT DATE I 7/16/2015 ; I I I SUBMITTAL NOTES I Provide two slots in the cover that are vertically aligned , , ��_" " ,� � 1'_�,_ � � - - 1;1� ,7,� - * ,� " ,>, ,,, �-,>_-�, _ _` _1� � ":�,� , 1,1_"__:"'__--;-'.-1 , � � � -- '- , � > Z 02 _� � , " " 11 I' - �, , I I I I-) FRAME AND VANED GRATE / SL'E I,JOI L 4 r / I , / , � � - - - _ - , I , I , , I NOTES 1. TliE COVER OR (_-�RATI ING OF A C1TC11 BASIN SII NOT BF GROUTED TO FINAL GRADE UNTIL TI 1E FINAL ELEVATI0,N Of— TFIE PAVEMENI-, GUTTEP, Di ICH, OP ',-,')ID0;VALK 11`4 WHICH 13 l.' -i I 0 BE PLAGED i-iAS BEEN F.STMILISMFI), AND UNT11- PFRkil")"1101,11 TI iFR!7AI_1LR 1-0 GIVEN BY i Tl IE FN11NIF-17,F" TO GROU! N' PI A(71- IN AC,CQR17ANC1_ WITI I APPA STANDAM)SPFCIFICATION 7 ff),3, -, I ' 11 ,"PlIMS SidALL NOT 13E W7,L[) i_0 S[--[ FRA,�JIE TO GRADE. TIIE IJSf-'. Of- SHIMS IS PR01-43i I I -D. 3. A CON I-INII IOIJ-� L A"i". R Ol 1v1(`,RTAF-,' :A MAI 1, [,�')Ff�l A('3 D f1[_-PJVI_-I_',N AD -IUM -MIXT RINJIG,`�, AND BRICK'." PRIOR -1-0 I 'I_A(',r,-11[NT 4, TI-iE USF Of' BRICKS IS PL-RMITTE-17) WFIERE THE BRICKS ARE STAGGERED TO CRFATE A RUNNIN(3 RONn OR /`� � BOND, 1, A0JW_'1fMUN1 I -, ON ,'-i,Ai, I IA GI"Z01) I I 1) k�NA i I- 1� I !GI I I' I 0 I iiL ROT] OM ANI --A 0I, I I IFA1,0K" f Mt -N I ';k C, I ION WI I !I NONI'A-iMINK 6i4_)U I " �'� _;1,C � 11 � (,.1,61R'00 lN(l BF, IIN[-J-.'NI AI).10o� I Mi -N-1 I'*(14ION ,AiAl I 61- WAI f_R I i'N;i I I I C; 1I () �, l . f'� 1_0 B!, - N0N L&I I " I m!" I yl jL-- ; t�ol,� I 1�4[' L-1 IP(; I I III R FOt J tRF t,,4F_ 1\11_,'�', 0F A ") I Ni i 5 7 "ll- R AP'OJA �', 1 AINIIARID ",P"A"! [ ICA I 1(_,�!! I � 20.] I- 01 ,'� ' ' I � I � .1 i I I I � N�IIAXII`d (.Ilk"I FT 14, ' FN I 14�Y ",I F�INKA"-',IF I I-11- MINJ!tvil Jh4 C(WIPPI-�',�`�WF "TRF,NI(�iTI-I ",[ W I I -11F- �1,000 P��,l IAIT -/ 0AY Pf-R' AP'vVA �-_,'fANDAPNDI I ,,-,i ��, PWX /l IFTING H01I F-'; APF Ft-, kP (J'01)"ITI-1; WAI FR 1](1,II-I __1 - - 1- - I - 1. - - . I - I '--- 1-1 .. - _-__._____1__.- PUBLIC W 0 R K,t' GAT C;" BASIN NNS TALLATION D E PA RTM E t� T ! CATCH BASIN INSTALLATION SCALE: N.T.S. STD� PLAN - 202.00 1� 4 � - L_,�- 1;1_.-. - -- � ,., 1 ___ - - � �z I ,3 - 1��', I � 1_�, I, T- - - _��_ _"" __ - I I , '', __ - --- --- -- , 1. " , I �� -" i - - tom' - I !-- - " , :__��I�_�, �,1_,:_1T_ I � ----- --- I - _ - - I- i I- I'Ji�r -L 1, .� -, ,j_'- I /' , �J 1 - ---I � I V, , // r-, , I, I I I I I � ! 1 , I , , i i4if I , --- f4l I 1, '. i J I � 11 -`rte`', I I ; CLEAN SURFACE AND BOTTOM AREA. , � I , I I ,f _, , � - -, I � - PROVIDE UNIFORM CONTACT, _ -- , � � THE_ SURFACE'ARLA OF FHE 3ASL SLC IION MUS7 1W BL: GRQt_)TED TO THE BOTTOM AREA OF THE AD,;USTMENT SECTION. I 1 ADJUSTMENT SECTION � -, 11 - ."I — i i � , - rJ I � I—, , 1�1' " " I "I I " I t 1'� � - �), . r�__ - --1^,.. - / SL'E I,JOI L 4 r / I , / , � � - - - _ - , I , I , , I NOTES 1. TliE COVER OR (_-�RATI ING OF A C1TC11 BASIN SII NOT BF GROUTED TO FINAL GRADE UNTIL TI 1E FINAL ELEVATI0,N Of— TFIE PAVEMENI-, GUTTEP, Di ICH, OP ',-,')ID0;VALK 11`4 WHICH 13 l.' -i I 0 BE PLAGED i-iAS BEEN F.STMILISMFI), AND UNT11- PFRkil")"1101,11 TI iFR!7AI_1LR 1-0 GIVEN BY i Tl IE FN11NIF-17,F" TO GROU! N' PI A(71- IN AC,CQR17ANC1_ WITI I APPA STANDAM)SPFCIFICATION 7 ff),3, -, I ' 11 ,"PlIMS SidALL NOT 13E W7,L[) i_0 S[--[ FRA,�JIE TO GRADE. TIIE IJSf-'. Of- SHIMS IS PR01-43i I I -D. 3. A CON I-INII IOIJ-� L A"i". R Ol 1v1(`,RTAF-,' :A MAI 1, [,�')Ff�l A('3 D f1[_-PJVI_-I_',N AD -IUM -MIXT RINJIG,`�, AND BRICK'." PRIOR -1-0 I 'I_A(',r,-11[NT 4, TI-iE USF Of' BRICKS IS PL-RMITTE-17) WFIERE THE BRICKS ARE STAGGERED TO CRFATE A RUNNIN(3 RONn OR /`� � BOND, 1, A0JW_'1fMUN1 I -, ON ,'-i,Ai, I IA GI"Z01) I I 1) k�NA i I- 1� I !GI I I' I 0 I iiL ROT] OM ANI --A 0I, I I IFA1,0K" f Mt -N I ';k C, I ION WI I !I NONI'A-iMINK 6i4_)U I " �'� _;1,C � 11 � (,.1,61R'00 lN(l BF, IIN[-J-.'NI AI).10o� I Mi -N-1 I'*(14ION ,AiAl I 61- WAI f_R I i'N;i I I I C; 1I () �, l . f'� 1_0 B!, - N0N L&I I " I m!" I yl jL-- ; t�ol,� I 1�4[' L-1 IP(; I I III R FOt J tRF t,,4F_ 1\11_,'�', 0F A ") I Ni i 5 7 "ll- R AP'OJA �', 1 AINIIARID ",P"A"! [ ICA I 1(_,�!! I � 20.] I- 01 ,'� ' ' I � I � .1 i I I I � N�IIAXII`d (.Ilk"I FT 14, ' FN I 14�Y ",I F�INKA"-',IF I I-11- MINJ!tvil Jh4 C(WIPPI-�',�`�WF "TRF,NI(�iTI-I ",[ W I I -11F- �1,000 P��,l IAIT -/ 0AY Pf-R' AP'vVA �-_,'fANDAPNDI I ,,-,i ��, PWX /l IFTING H01I F-'; APF Ft-, kP (J'01)"ITI-1; WAI FR 1](1,II-I __1 - - 1- - I - 1. - - . I - I '--- 1-1 .. - _-__._____1__.- PUBLIC W 0 R K,t' GAT C;" BASIN NNS TALLATION D E PA RTM E t� T ! CATCH BASIN INSTALLATION SCALE: N.T.S. STD� PLAN - 202.00 1� 4 � � _______ - -- � ,., 1 ___ - - � �z - I ,-; I- CAI CN CD CD 2 I , ,, B I ; '�':� I " , ' ),'� N S _Q ' �;� F L --- � U, -, , I - 1� I I I 1A I UJ I � DETAJLAND NOTE 1 , , I � I— --- , 1W N rd I I � -, 11 - ."I — , 1, z , '' A PA I 0-E ____ - --------- ------------- I � I—, , 1�1' " " I "I I " I t 1'� � - �), 4c, , -'-- 7�_ 1 / - 11'.,�11' _____ I 'i U / I", i " � � -1 __ - - - I - ____ _____ --------, - , , � / 1 4 A �- A I I �J I ;,, 4 , - , I --�__-, - , . __ I - , -, - - - - - __ - -1 -- � - - - - � - � - - - --- - � - - I - I - - - -, - < - -- -` I -, - - , - __ I _�� _-, - - , -- ^�'_', I __ - , , , __ , - I -- I I � 1 ,- , ----- � I - - I , __ : I - _ - I , - __ , , I I I " t '� I______ I- - __: - - __ - - -,-- , -_ __ - --- � - - - - - - - - - � - _. 11 I I 1< B , / - _BSI TOP " - SECTION � I -_ NOTES I Provide two slots in the cover that are vertically aligned with the holes in the frame.Location of bolt -down slots varies among different manufacturers. X 3 < - - 4 �4' 1 li2 - - - '_5 . 2 Alternative reinforcing designs are acceptable in �0 � lieu of the rib design. -1 I �., .� - I I , , I . " , II ------------- r-- --- - - ------------ �__"_,__,_�K' - ,�� I -, _ , �, � - :\ , ,,,� � , � , ," , �4 , T �� . I � - �� , .�� I, - - � .-, ______ i7-- - W__.__�----�- � . I , , , I , . � , `�,' - F 1, , " � , `� 7 %\1 , '7- . , , , . , _ 1 1. - _,� �, _,__,�� _\ - . -1 ... _\ _ ___ � " I , '- - , , ,-,_, �-�_,_,':�,\' -0.15(2'}5for additional , , I ":, ,,, ,�, Refer to S�anciarcl Specification 9 J - , ,�, ___ , , i , , . ,, �, �, , ___ __ I � I reouirements - - � I . 4 ---- . I r, ,i For Frame details, see City of Renton __ 39 R - 1._>ELNOTP_ 4 n 204 00. Standard Plan . SECTION � A r I � 4, �:�_---, - ,-,, _11 , .__ - 1�, I '--,,- !� , /, , , ,,- , �, fw -4- �__;, ,;�, �, -'"I ;11�', ��7�; _�-,:, , , -1 I �, - I , L , ",�� .� I � /� _/ --. "I" , I , - , - '� , 1,5�' , ti � , ';,��, , , , -, ", - _-, - _ , , --�, , , , , ; �- , ' ; _,�____,�__�'_ I 1� �/ - "" , , I -��_-�,� -,-, ,� � -�, -_, ""::;--_/--/:- /- , �� . I - �, -1 -- �, ___� -_ I "-- - ", � ,-----�-, - _ � _ ,��-` ,-. - , � - -,- _ -;/ /_-, - - -- - ,,, , __ �_-�L_', �- _-�.-,�� -/_;� I ,/ " ,- " , / - I ,; , , �, � , "- I 1, _ .", ,� __', ��/ ,,�- , - _ - - �, -- - I�, �� - -,- ,�, __ "�_ , - , , ISOMETRIC NY &I , -u STD. PLAN - 204.10 :� - , F`k;Bf,T(',' '��01-'kh�,_� RECTANGULAR SOLID , ,4, + A * - _ ------ --,------- — ------------ — �, :-a If"n �, DF P� \ R T \4 1XI METAL COVER \11 . I 0 MARICII 2OC8 --------- 't *w i RECTANGULAR SOLID METAL COVER SCALE: N.T.S. STORM DRAIN DETAILS R-3841 16 Know what's below, Call before you dig. ,I � RYAN COMPANY CITY OF LONGACRES BUSINESS CENTER , ". RENTON PROJECT NUMBER DRAWING FILE NAME SCALE 0006568W-C-PP-SD01 N/A - .1 R_3��ql_ 1h I SHEET NUMBER I C405 16 of 28 - - = ~`m a Z C: * omi z K 2: 0 > 1-t(-) C r -M CD M :U U-0 9 M7 qq CD > CAI CN CD CD 2 (=) r" Cy 5 � I UJ M � R) z N rd M z M N M U, G --I I ! > I I I L/) omi r) t__4 00 �,--1 n 71 0 0 > 1-t(-) a z, � P 0 CA P CD tz I qq CD > CAI CN CD CD 2 (=) Cn tTJ cun , ) I UJ RP r) Cn tt 211 00 N rd J Pd Cl+ N Cn f-+ �= D M U) > n 71 0 a 0 -M M M M [:) -z 0 1:3 > 10 W M = � 71 � z M00 En C= _< i4- z �= D M G ? 4 rz" CEMENT CONCRETE TRAFFIC CURB AND GUTTER PAN AT SJDE*_4L+,, RAMP E `4 TRAN"]C p 011 DEPRESSED CURB SECTION AT SID'.FWALK RAM�Si SI E A� ...... . . ........... t D, CEMENT CONCRETE PEDESTRIAN CURB -L)P_VVALX RAfv1P,,, A%21E R C, A, NA - DEPRESSED CDURBRIVEIWSECTIONLYON A! REGIDENTIA� AYS M. M I A L 0, R I VE VIVA Y S S E E- f3 1 D PL, A N i 4. T 3 11;_V . .. ... . ..... ........ CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT I IA_ A E A`4H_? Ad E Y El, T 3r 0 W M , DF S, STD� PLAIN 101 CEMENT CONCRETE CURBS AH:� exwviw CEMENT CONCRETE CURBS ri SCALE: N.T.S. � C4.6 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. SCALE: N.T.S. SCALE: N.T.S. TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT 4 SCALE: N.T.S. C4.6 --------------- SEE NOTE 2 tLT7, 7 77 �7 T ANE LINE MARI IN` v 7 7 H 1 C E 1A/H F L. P A T CEMNT CONCF& STANDAF[ VE MRS AND WTMI 4 U CENTERLINE OF FACE OF I N t,�� i N, M 1 N FRAME&O"TEII CURB ADJACENT TO Z= ---- - ---------- . ........ FRAW MD GRATE - WT INCLUDED . ....... . . .. MATCH IN CURS AND GVTT6R SID rMV ROADWAY SLOPE Top y� E 7 �j ; �; p I" , , WI �, , t___ A �D A L P40ADWAY 'q �o AD TO (/'�JRIB AND RAIL;!',1G OR VvALLrl Tv, - 6" CR�JSHED .7 0�ffF E""A 'H;51 SURFACING 5 E� E: 'N ""YT E SI-Di�'A'AL K AD -,AL N ADA)STMENT SECTION - NOT INCWDED rl 2 f IN CURS ^ND GUTTER END ITEM . .......... . E D 3 E 13 F �v,`ENM ,V,0firl IF AND iR M,,,_'PiE "N' EIDG,3E OF op C—r,11 F 01 NE r A: r A R 4 0 0 CATCH fiMiN - NOT 0KAIMED �,V TH iN CURB AND QUTnER 90 fVEM OR��ACF �RP'AN"f? iA 2- U A FP J A F Pil T 6 1 P F L- R i f --------- - -- - -------------- M i N, �7 4 i'AA_ C:;,�'USHED R0,'CK, �LCINABLE OR A0 P-UIRFD BY ENGINEIER, 0/ 7, V� r`, T The intent of this des' Is to fedfte ft mmoval :ign Y Cu; of a caWh basIn vAt1h r*Nmal disturbanoe of the curb, N0-,_E� c"T" FILAN 104,2, PZIVeld SL,r K,2S ML!St comply vvah -P S SS *M I N I M M A CLIA S" A: L The expanalon JoInIts of ft LA N 10 2, 1 a vplicab� S 1) 5- z I i adjacent iddewalk "I J ^5ARTEFIA: S1 -�'EETS R I A: P R I NCIp j*4, be adjusW to be In ---- -- ---- ACCESS STREET"S 6" ACP CLASS 4E' 'E3', �,�OWRAI,T P _S STPF- P ASS 1N EvVA; 0,NL i TS RE&DENTIAI ACCE 2 AC Nne V64th em" curb 01 evension ji*ft, -)N jOWT =N '1p ( 0 E, 'I I Ai, PA I V �ON E Ql i E'S T 0� N'� G! NE'��'R, NE '14V R C A� 'WAY, PAVEM E N N !D F it�l SH 1 NIT A �J R E 0 L A, A TYPICAL LONGITUDINAL PATCH AND OVERLAY �1 F V C i] i G L E d S� C-THON �,,IAY K DES�C3NED JS;NC-, N APPRO,,/EVE7�-iOD F DETFRMINING PAVE-VEN1 0 'ET Als I FOR FLEXIBLE PAVEMENT A`V` ADOPTED CITY OF REN'TON + sm. PIM , r�m + CEMENT CONCRETE CURB SM, PLAN 102 STANDARD PLANS S 'E' P 1-4 N j) + PUBL'.11C WORKS INSTALLATION AT + + CEMENT CONCRETE LST DATE: 021/05 )AFI ........ ........... ...... ... . ............ ..... .. . . NOTES I)— D- D` -.IV, Alf P, E FIA I" 1'M 1EN T SIDEWALK cz CATCH 8"INS '37/2G04 MODIPIF0 NOTES Know what s below, C 32 E: 2 By P ��A E: H10, - DATr, AP, R. �,J D W G. N SF PAG H C� — -- - ------- ----- Call before you dig. CEMENT CONCRETE CURB TYPICAL LONGITUDINAL PATCH AND TYPICAL PATCH FOR RIGID PAVEMENT INSTALLATION AT CATCH BASINS CEMENT CONCRETE SIDEWALK 6 OVERLAY FOR FLEXIBLE PAVEMENT rT� PAVEMENT PATCHING AND RESTORATION DETAILr* 8 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SHEET INFO REVISIONS SHEET NUMBER IN COMPLIANCE WITH CITY OF RENTON DESIGNED TTW � �P � SITE DETAIL. S NO. BY DATE REMARKS W STANDARDS DRAWN TTW BY: v Date: CHECKED JMTE - ` ^J BY Date: APPROVED JMTE 44,,o�l RYAN COMPANY T ITY T F C4m6 12100 NE 195th St, Ste 300 ... ........ gm ",ow"g w, 4 6 Bothell, WA 98011 LONGACRES BUSINESS CENTER RENTON LAST EDIT 7/16/2015 BUILDING LASTING RELATIONSHIPS BY: -- - — -----_-_-- Date: 425-951-4800 Fax 425-951-4808 PLOT DATE 7/16/2015 PROJECT NUMBER DRAWING FILE NAME SCALE J I• I R47 17 www.whpacific.com BY: . ... ......... Date: - -- -- . ............ . ......... UBMITTAL P0006568W 0006568W-C-PP-SD01 N/A 17 of 28 R-3&4211 rri C +) _T ANr)AXi) TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT 4 SCALE: N.T.S. C4.6 --------------- SEE NOTE 2 tLT7, 7 77 �7 T ANE LINE MARI IN` v 7 7 H 1 C E 1A/H F L. P A T CEMNT CONCF& STANDAF[ VE MRS AND WTMI 4 U CENTERLINE OF FACE OF I N t,�� i N, M 1 N FRAME&O"TEII CURB ADJACENT TO Z= ---- - ---------- . ........ FRAW MD GRATE - WT INCLUDED . ....... . . .. MATCH IN CURS AND GVTT6R SID rMV ROADWAY SLOPE Top y� E 7 �j ; �; p I" , , WI �, , t___ A �D A L P40ADWAY 'q �o AD TO (/'�JRIB AND RAIL;!',1G OR VvALLrl Tv, - 6" CR�JSHED .7 0�ffF E""A 'H;51 SURFACING 5 E� E: 'N ""YT E SI-Di�'A'AL K AD -,AL N ADA)STMENT SECTION - NOT INCWDED rl 2 f IN CURS ^ND GUTTER END ITEM . .......... . E D 3 E 13 F �v,`ENM ,V,0firl IF AND iR M,,,_'PiE "N' EIDG,3E OF op C—r,11 F 01 NE r A: r A R 4 0 0 CATCH fiMiN - NOT 0KAIMED �,V TH iN CURB AND QUTnER 90 fVEM OR��ACF �RP'AN"f? iA 2- U A FP J A F Pil T 6 1 P F L- R i f --------- - -- - -------------- M i N, �7 4 i'AA_ C:;,�'USHED R0,'CK, �LCINABLE OR A0 P-UIRFD BY ENGINEIER, 0/ 7, V� r`, T The intent of this des' Is to fedfte ft mmoval :ign Y Cu; of a caWh basIn vAt1h r*Nmal disturbanoe of the curb, N0-,_E� c"T" FILAN 104,2, PZIVeld SL,r K,2S ML!St comply vvah -P S SS *M I N I M M A CLIA S" A: L The expanalon JoInIts of ft LA N 10 2, 1 a vplicab� S 1) 5- z I i adjacent iddewalk "I J ^5ARTEFIA: S1 -�'EETS R I A: P R I NCIp j*4, be adjusW to be In ---- -- ---- ACCESS STREET"S 6" ACP CLASS 4E' 'E3', �,�OWRAI,T P _S STPF- P ASS 1N EvVA; 0,NL i TS RE&DENTIAI ACCE 2 AC Nne V64th em" curb 01 evension ji*ft, -)N jOWT =N '1p ( 0 E, 'I I Ai, PA I V �ON E Ql i E'S T 0� N'� G! NE'��'R, NE '14V R C A� 'WAY, PAVEM E N N !D F it�l SH 1 NIT A �J R E 0 L A, A TYPICAL LONGITUDINAL PATCH AND OVERLAY �1 F V C i] i G L E d S� C-THON �,,IAY K DES�C3NED JS;NC-, N APPRO,,/EVE7�-iOD F DETFRMINING PAVE-VEN1 0 'ET Als I FOR FLEXIBLE PAVEMENT A`V` ADOPTED CITY OF REN'TON + sm. PIM , r�m + CEMENT CONCRETE CURB SM, PLAN 102 STANDARD PLANS S 'E' P 1-4 N j) + PUBL'.11C WORKS INSTALLATION AT + + CEMENT CONCRETE LST DATE: 021/05 )AFI ........ ........... ...... ... . ............ ..... .. . . NOTES I)— D- D` -.IV, Alf P, E FIA I" 1'M 1EN T SIDEWALK cz CATCH 8"INS '37/2G04 MODIPIF0 NOTES Know what s below, C 32 E: 2 By P ��A E: H10, - DATr, AP, R. �,J D W G. N SF PAG H C� — -- - ------- ----- Call before you dig. CEMENT CONCRETE CURB TYPICAL LONGITUDINAL PATCH AND TYPICAL PATCH FOR RIGID PAVEMENT INSTALLATION AT CATCH BASINS CEMENT CONCRETE SIDEWALK 6 OVERLAY FOR FLEXIBLE PAVEMENT rT� PAVEMENT PATCHING AND RESTORATION DETAILr* 8 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SCALE: N.T.S. .6 SHEET INFO REVISIONS SHEET NUMBER IN COMPLIANCE WITH CITY OF RENTON DESIGNED TTW � �P � SITE DETAIL. S NO. BY DATE REMARKS W STANDARDS DRAWN TTW BY: v Date: CHECKED JMTE - ` ^J BY Date: APPROVED JMTE 44,,o�l RYAN COMPANY T ITY T F C4m6 12100 NE 195th St, Ste 300 ... ........ gm ",ow"g w, 4 6 Bothell, WA 98011 LONGACRES BUSINESS CENTER RENTON LAST EDIT 7/16/2015 BUILDING LASTING RELATIONSHIPS BY: -- - — -----_-_-- Date: 425-951-4800 Fax 425-951-4808 PLOT DATE 7/16/2015 PROJECT NUMBER DRAWING FILE NAME SCALE J I• I R47 17 www.whpacific.com BY: . ... ......... Date: - -- -- . ............ . ......... UBMITTAL P0006568W 0006568W-C-PP-SD01 N/A 17 of 28 R-3&4211 rri C C5 rn m CY) Ln m m CD m CD c� n > > L ---------------- _J 0 m Z G Z C 9 Im m m cn > C3 m rn o m z m En > CD Z m (= � c� n > zz f T ji CIOCD m -11 70 CY) r) 00 00 �J cn C3 m0 -C 10 m En Q r O U � � Q � J O u O r= o Q w �- n n r0 00 U co Q � 00 n' 00 O / 0 U Q U) 0) W p I— Q O / J � 0- . Q a; / -C00 � Ln Oo � U Q � u n� Q � oY .E a E L U O N N / r\. n l� mlbbb� INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com VjL4%�x j O By' sy. BY BY IN COMPLIANCE WITH CITY F RENTOR STANDARDS ..... .._. ,..,u _.... _ $ Date:..:..... Date,.- ateSUBMITTAL SHEETINFO N DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/27/2015 PLOT DATE 7/27/2015 SUBMITTAL COUPLER REVISIONS NO. BY DATE REMARKS L TED E'U OF WA 3 2 6�j w I S TEg�� SS70 NAL EAG WATER PLAN NORTH m 384218 RYAN COMPANY LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME P0006568W I 0006568W-C-PP-WA01 CITY OF � RENTON SCALE 1 "=30' vJ-34�20 SHEET NUMBER C5.1 18 of 28 z =i O C y MT �r 00 N Mrn TEE t� Z D roz :1D tTj Y. 45° BEND STA: 21+38.62 D 'r COUPLER 1-12" TEE MJxMJ ) � _ � I W/ THRUST BLOCK R° C) Z STA: 21+70.40 5 O FIRE DEPARTMENT CONNECTION (FDC) " O-12 GV CMS). CONNECT TO EXISTING 12" EEL 3" COMPOUND DOMESTIC WATER METER C* Ln DIP WATER STUB WITH 4 12" COUPLER 2" IRRIGATION WATER SERVICE METER I moo— & 2" IRRIGATION DOUBLE CHECK VALVE 1 +1:5 1+95 ASSEMBLY (DCVA) I G G 4" DIA. CONDUIT FOR GAS SERVICE LINE TED E'U OF WA 3 2 6�j w I S TEg�� SS70 NAL EAG WATER PLAN NORTH m 384218 RYAN COMPANY LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME P0006568W I 0006568W-C-PP-WA01 CITY OF � RENTON SCALE 1 "=30' vJ-34�20 SHEET NUMBER C5.1 18 of 28 z =i C C y MT �r 00 C3 Mrn t� Z D roz :1D tTj m rn ��v1 CD D 'r 00 CD ' ! > O CD ~ cn C C �r 00 C3 t� Z D IC :1D tTj a_c rn ��v1 CD D 'r 00 CD ' C O CD ~ M' R° C) Z ' T u N Vf lam/ y C* c C N cn U o O C3 [ mV CD Z D M� 11 Fr rn _< o ` U4 z z C 00 CD ' z� _ m© m rn m R° C) Z 00 cn 0 C3 �Q° D �o° rn � m [n • z D �J -7 Y Q 00 -° a 0 �u 4_jrI C/) 0') �Q L� >- o- �n cn I u� I n 00 (D U C9 QLO o O O 0 0 o 3: U �C) �C W O % n c u � .U) a� C) 00 O O =a O D U Q C_ I PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 3 1-12" 45• BEND M1xMJ .---..' w-- W w SCALE 0 +00 Q STA: 3+26.23 O STA: 19+87.25 � 30 0 15 30 60 W/ THRUST BLOCK 2 34 LF 12" DIP CL. 52 „ O 1-12" 45' B FIRE HYDRANT ASSEMBLY 87 LF 12 DTP CL. 52 BEND G { ) 17 LF OFFSET RT. o FEET 6110 W� THRUST BLOCK o 1-12" GV (MJxMJ) ± 1 INCH = 30 FT. TO BLDG. B W/ 3" METER J N: 69170.50 5. N: 69170.48 E: 52836.33 STA: 18+34.68 E: 52757.89 S' 4 4 n"C• orcin Al i..0 IN c� —DW DW DW DW 4" DOMESTIC WATER SUPPLY LINE FIRE HYDRANT (F.H.) GATE VALVE POST INDICATOR VALVE (PIV) THRUST BLOCK TEE 45° BEND COUPLER FIRE DEPARTMENT CONNECTION (FDC) 3" COMPOUND DOMESTIC WATER METER 2" IRRIGATION WATER SERVICE METER — & 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY (DCVA) G G 4" DIA. CONDUIT FOR GAS SERVICE LINE WATER KEYNOTES: INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1) . INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 (CITY OF RENTON STD, DETAIL #300.5). INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. � 384202 384219 Know what's below. Call before you dig. [INHPacificVj4BY-'►`" 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com � IN O P E WITH CITY F RENTON d: ' �r�►. .A_,_,� BY: �ia'ex :..:.:,:� :.:::.�� _� ..:,, : Date: SHEET INFO 00 REVISIONS ii M ED EV of wAS�IL�'�9 :..' r ,, j 3246 �,o � � �,1 � 4 �sslo �� NAL WATER PLAN S �� RYAN COMPANY CITY OF L O N GAC R E S BUSINESS CENTER RENTON SHEET NUMBER C5.2 19 of 28 DESIGNED TTW NOSTANDARDS. BY DATE REMARKS DRAWN TTW m s ® N z CHECKED JMTE W N G V1 C 00 APPROVED JMTE.A LAST EDIT 7 /27/2015 o D N PLOT DATE 7/2712015 N PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W--PP-WA01 SCALE 1 "=30' SUBMITTAL w 3uLo ca C L 00 ii M r.. o � m 71 C) ru cn qq `D � m m O C Z NCD m s ® N z mm W kl D L 00 u C m o � m o�� C) m 2 CO M cn qq `D � N rm D � O C Z NCD s ® N z mm W N G V1 C 00 Nz y kl D r �r u C m Z ck r- 07- p m .4 o C) rvi nr D CD ' z s ® N z mm ' r 7; �T m G V1 C Y Nz m 100 �y o D N N I � i fi i m m z ,, z Y 0 N N / a.. n go -T-41 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E7 W.M. -— . w to A 11 INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com BUILDING "A" WATER SERVICES FIRE & DOMESTIC WATER SCALE: 1 "=5' SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL m POST-NDICATOR VALVEMJ WITH TAMPER SWITCH iz � 0 J_ m U_ 0 W 8"0 FIRE SERVICE UNE 4" GV (FLxMJ) DW DW )ST INDICATOR REVISIONS NO. BY DATE REMARKS BUILDING "B" WATER SERVICES FIRE & DOMESTIC WATER SCALE: 1 "=5' FED s V��f' 004 Z �� mmCD .t 3246 IST SS70NAL G1� X11 4 3 SCALE 5 0 2.5 5 10 ( FEET ) 1INCH =5FT. WATER KEYNOTES: 1. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). 2. INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). 3. PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). 4. PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 5. CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 (CITY OF RENTON STD, DETAIL #300.5). 6. INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER /-12*x4" TEE (MJxFL) SERVICE LINE INSIDE FIRE ROOM. W BLOCKING 7. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. I 8. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 360.5). 9. INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). 10. INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). 11. INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). 12. INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384103 R-384110 WATER PLAN DETAILS - ENLARGED RYAN COMPANY IiR LONGACRES BUSINESS CENTER PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W I 0006568W-C-PP-WA01 Know what's below. Call before you dig. CITY OF RENTON 1 11=5 1 =5' - 30ql-2- 0 SHEET NUMBER C5.3 20 of 28 Z� 004 Z �� mmCD �-! C z C7l lid m n rr Ln qq CA t > O N m W �r) m In 00 ED N 004 �o 'n �-! oo S C lid m n CMD qq CA t > O En z WWW CD � � W �r) 00 �Zy 00 N o OtTj 'n oo S C m n CMD >� o� O 4Cn < • � W R C) �z �y 00 'n oo S C m n CMD 4Cn < • Z X N N 0 n Q U 0 Q � J � u o 4-j o, n Q u U r� 00 0- LL � 00 °- 0 F- C� U d � w O % J u •W a� �o a� -C00 � L0 O 00 O ~ U u n� Q N N O E � U O C: 5, N n Sta: 7+37.49 .................. FIRE HYDRANT ASSEMBLY 9 LF OFFSET LT. 1-12" GV (MJxMJ) 0 O 00 L h N N N N N N oNO N 6+50 7+00 7+50 8+00 -� Sta: 9+45.47 DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ FIRE HYDRANT ASSEMBLY EXISTING GROUND LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 9 LF OFFSET LT. 12" COUPLER O PORTION OF N 1 /2 OF SECTION 25, T. 23N, R. 4E, W.M. -0+25 35 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 O WATER KEYNOTES: O Sta: 0+00.00 @Sta: 3+30.00 O I Sta: 9+51.43Sta. 9+58.69 [-DIP CONNECT TO EXISTING 12" WATER STUB WITH _ 1-12" 45° BEND (MJxMJ) 4" -DOMESTIC WATER SERVICE W/ THRUST BLOCK W/ THRUST BLOCK 1. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). 15 00 CID to 0') o0 N N CN 12" COUPLER 0 N 00 � 04 "� � TO BLDG. A W/ 3" METER 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 2. INSTALL VALVE & VALVE BOX PER DETAIL. 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). 30 U _ O -- 0 PROPOSED GROUND 3. PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). ----- -------Sta;_4+40.42 4. PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). O Sta: 1+43.34 FIRE HYDRANT ASSEMBLY --- FIRE HYDRANT ASSEMBLY _ - - - - - - - - 5. CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5.7 CITY OF RENTON STD DETAIL 300.5 . ( # ) 25 23 LF OFFSET RT. 8"0 PVC RAIN LEADER CROSSING 11 LF 1-12" OFFSET RT. GV � 4 MIN COVER (TYPICAL) EXISTING GROUND 6. INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. 1-12" GV (MJxMJ) (MJxMJ) 7. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. ........... ..... . NEW 1200W - DIP CL. 52 m 11 11 Sta. 0+21.02 2O off O 8. INSTALL 6" DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 (CITY OF RENTON STD. PLAN # 1-12" 45° BEND (MJxMJ) 360.5). 20 W THRUST BLOCK / Sta: 2+80.53 Sta: 3+53.22 12»0 CPP STORM 1-12" 45° BEND (MJxMJ) 6„ _ FIRE SERVICE 9. „ INSTALL 4 DIP SUPPLY LINE AND 3 DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PIPE CROSSING W/ THRUST BLOCK 1-12"x6" TEE (MJxFL) PLAN # 320.4). 1-12" Sta: 3+ 26.23 45° BEND (MJxMJ) 1-6 33GV (FLxMJ) Sta: 4+73.92 1-12 45° BEND (MJxMJ) Sta: 4+80.99 10. INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2 SHEET C5.8CITY OF ( RENTON STD. PLAN W/ THRUST BLOCK 1-12" 45° BEND (MJxMJ) #320.2). 15 W/ THRUST BLOCK 41 LF OFFSET RT. W/ THRUST BLOCK W/ THRUST BLOCK 11. INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). CD 0; o � to ° o Q"', o °O 00a6 N �- oNo06 �? N oo Ln d- 12. INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY RPDA INSIDE FIRE ROOM W WALL MOUNT (RPDA) / ED AMR METER N nIN NN NN N 06 c6 N Nob �, �� cv N �� , N - RADIO FOR BY-PASS METER. 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 SCALE 30 0 15 30 60 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+0(2+08 ( FEET ) 35 1 INCH = 30 FT. Sta: 11+15.00 1-12 TEE (FLxFL) Sta: 11+82.84 W/ THRUST BLOCK CONNECT TO EXISTING 12" 8."0 PVC: RAIN 10 3-12" GV (FLxMJ) DIP WATER STUB WITH LEADER CROSSING 0 PROPOSED GROUND 12" COUPLER_ 30 Sta: 7+37.49 .................. FIRE HYDRANT ASSEMBLY 9 LF OFFSET LT. 1-12" GV (MJxMJ) 0 O 00 L h N N N N N N oNO N 6+50 7+00 7+50 8+00 11+75 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+30 35 35 -� Sta: 9+45.47 DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ FIRE HYDRANT ASSEMBLY EXISTING GROUND LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 9 LF OFFSET LT. 12" COUPLER O I� r) Cn z 00 Sta: 14+66.85 --- FIRE HYDRANT ASSEMBLY � 4' MIN COVER 1 _ 1 2„ _G V_ (MJxMJ)_ _ _ ,--- - ---- 25 NEW 12 OW - DIP CL. 52 _ _.--- 1-12" GV (MJxMJ) 25-' NEW 12 OW - DIP CL. 52 Olow O 20 O I Sta: 9+51.43Sta. 9+58.69 1-12" 45° BEND (MJxMJ) _ 1-12" 45° BEND (MJxMJ) W/ THRUST BLOCK W/ THRUST BLOCK 15 00 CID to 0') o0 N N CN dLO . � CO NCN N 0 N 00 � 04 "� � N N N N N� N NN N 8+50 9+00 9+50 10+00 10+50 11+00 11+50 12+00 11+75 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+30 35 35 20 Sta: 14+22.26 Sta: 14+29.33 Sta: 16+40.38 20 O Sta: „12+21.45 1-12" 45° BEND (MJxMJ) 1-12 45° BEND (MJxMJ) 1-12" 45° BEND MJxMJ 2 1-12 TEE (FLxFL) _ W T ( ) / THRUST BLOCK _ _ _ _ _ _ W/ THRUST. BLOCK _ W/ THRUST..BLOCK Sta: 16+47.38 12�0 CPP STORM W/ THRUST BLOCK 1-12 45°BEND (MJxMJ) 15 PIPE CROSSING 3-12 GV (FLxMJ) W/ THRUST BLOCK 15 c1q. n M . m a? M 00 000 N co N N N N N N N N N N N� N N r � N N N N N NI N N N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1NHPdC1fi( 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com STANDARDSIN COMPUANCE WITH CITY OF RENTON 1� SY. Date:�Z�q JILDING LASTING RELATIONSHIPS s, TIN SHEET INFO Sta: 17+05.21 TTW DRAWN Sta: 12+00.00 1-12" TEE (FLxFL) CHECKED 30[ CONNECT TO EXISTING 12" W/ THRUST BLOCK -DIP JMTE LAST EDIT WATER STUB WITH PROPOSED GROUND 3-12 GV (FLxMJ) 30 7/27/2015 12" COUPLER O I� r) Cn z 00 Sta: 14+66.85 --- FIRE HYDRANT ASSEMBLY � 4' MIN COVER 25 TYPICAL �--- ' (TYPICAL) EXISTING GROUND 23 LF OFFSET RT. -� _ _.--- 1-12" GV (MJxMJ) 25-' NEW 12 OW - DIP CL. 52 20 Sta: 14+22.26 Sta: 14+29.33 Sta: 16+40.38 20 O Sta: „12+21.45 1-12" 45° BEND (MJxMJ) 1-12 45° BEND (MJxMJ) 1-12" 45° BEND MJxMJ 2 1-12 TEE (FLxFL) _ W T ( ) / THRUST BLOCK _ _ _ _ _ _ W/ THRUST. BLOCK _ W/ THRUST..BLOCK Sta: 16+47.38 12�0 CPP STORM W/ THRUST BLOCK 1-12 45°BEND (MJxMJ) 15 PIPE CROSSING 3-12 GV (FLxMJ) W/ THRUST BLOCK 15 c1q. n M . m a? M 00 000 N co N N N N N N N N N N N� N N r � N N N N N NI N N N 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 1NHPdC1fi( 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com STANDARDSIN COMPUANCE WITH CITY OF RENTON 1� SY. Date:�Z�q JILDING LASTING RELATIONSHIPS s, TIN SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL I� r) Cn z REVISIONS NO. BY DATE REMARKS QED E'V OF WA s�J,l,�`9 � rn Q r D [oj C- Icy 3246 1, ^ 4 �o 1 ww EG I STERE SSIONAL EAG WATER PIAN GENERAL NOTES Standard Plan No. 300 z. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPI' AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-$00-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA 0105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS,.. FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. O STD. PLAN -- 300.0 PUBLIC WORKS WATER PLAN GENERAL DOTES f ♦ DEPARTMENT a MARCH 2010 WATER LINE PROFILES I 384221 Know what's below, Call before you dig. SHEET NUMBER RYAN COMPANY CITY OF C5.4 'LR LONGACRES BUSINESS CENTER RENTON]l PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' 21 of 28 (L-�$N2zi W- ,?Sq 2 n'1 z 1 Z M C rn Q r D [oj C- Icy 10 m c � C Cn m I� r) Cn z 00 i D t D 1 00tTj a 11 TJ -73 D [oj C- CMD C mU) N > EA o c � C Cn z I� r) Cn z 00 N tTj J N D 1 C3 a a 11 TJ -73 D [oj C- CMD C mU) z Q � o U � Z1 Q �Q w� �n V� �00 U Cfl Q � p O O O / C.� U Ld D � F- p O / J C - n o-) u •- tn N r-, p C- OCA .Q0 o✓ 00 � U Q u Q 0 c N O E o �5, N / 17+75 35 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+13 35 ED [AR JMTE VED JMTE Sta: 19+44.65 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL Z N Sta: 18+27;61 8" -FIRE SERVICE 12"0 HDPE STORM 1-12 45' BEND (MJxMJ) _ 1-12"x8' TEE (MJxFL) PIPE CROSSING W/ THRUST BLOCK 1-8" GV (FLxMJ) PROPOSED GROUND 30 _ W/ THRUST BLOCK 6"� PVC _ _ 30 47 LF OFFSET LT. 0 FOUNDATION DRAIN PIPE EXISTING GROUND...... 25 Sta: 19+87.25 Sta: 21+38 2 Sta: 22+88.48 ` _ --- J 25 Sta: 18+34.68 FIRE HYDRANT ASSEMBLY 1-12" TEE (MJxMJ) 1-12" TEE (FLxFL) 4' MIN COVER (TYPICAL) 1-12" 45° BEND (MJxMJ) 17 LF OFFSET RT. _ _ _ _ _ _ _ _ W/ THRUST BLOCK W/ THRUST BLOCK 0 Sao" W/ THRUST BLOCK 1-12" GV (MJxMJ) 2-12" GV (MJ) ,, 3-12 GV (FLxMJ)L4 20] I . I 1. 1, ____ . - 496 - NEW 12" OW - DIP CL. 52 _ 20 Q Sta: 18+00.00 2 6"0 SIDE SEWER 2 O CONNECT TO EXISTING 12 9 Sta. 19+12.75.0. PIPE CROSSING 12"0 HDPE STORM DIP WATER STUB WITH 4" -DOMESTIC WATER SERVICE PIPE CROSSING 12" COUPLER TO BLDG. B W/ 3" METER 15 Ln o PO r- r- CD Ir -C) n ri N . m c. m r. � O °. 00 . � °� 00 N N N N N r.%: N N N N N N N N N N 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 21+15 35 --r- 25 Sta: 21+38.62 1-12" TEE (MJxMJ)_ W/ THRUST BLOCK - 2 -12" GV (MJ) 20 INHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com 21+50 21+95 -r 35 12"0 HDPE STORM PIPE CROSSING 20 Sta: 21+70.40 _CONNECT TO EXISTING 12" DIP WATER STUB WITH 12" COUPLER 15 21+75 -7r 3 PROPOSED GROUND 2 EXISTING GROUN Sta: 22+00.0 FIRE HYDRANT ASSEMBL' 20 LF OFFSET R- 2 22+00 � N j o. 00 N N N N N N 22+00 22+50 23+00 22+36 35 21+50 22+00 IVA VjL4:`".. MONSOON IN COMPLIANCE WITH CITY F RENTON STANDARDS ....zzz�� Data:'' , By �� . � Date: _h � By Dates BY: ti..,..,at I NFO C ED TTW TTW ED [AR JMTE VED JMTE DIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL 25 Sta: 22+11.14 CONNECT TO EXISTING 12" DIP WATER STUB WITH 12" COUPLER 20 15 FNOBIY NS DATE REMARKS iAmom IN PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 0 WATFR KFYNnTFS- 1. 2. 3. 4. 5. 6. SCALE 7. 30 0 15 30 60 8. QED Ear OF WA Sk1�� S TEg�� SSIO NA L ( FEET ) 9. INCH = 30 FT. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 7 CITY OF RENTON STD DETAIL 300.5 . CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5 ( # ) INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6 DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 ( CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384205 R-384212 WATER LINE PROFILES II Know what's below. Call before you dig. RYAN COMPANY AM CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' I�-3S�22z SHEET T NUMBER C5.5 22 of 28 C < z _ C ?rrm �rn 01 Ln� CD S TEg�� SSIO NA L ( FEET ) 9. INCH = 30 FT. INSTALL FIRE HYDRANT ASSEMBLY PER DETAIL 1, SHEET C5.7 (CITY OF RENTON STD. PLAN #310.1). INSTALL VALVE & VALVE BOX PER DETAIL 2, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.1). PROVIDE THRUST BLOCKING PER DETAIL 3, SHEET C5.7 (CITY OF RENTON STD. PLAN #330.2). PROVIDE POLY PIG STATION FOR CLEANING OF WATER MAINS PER DETAIL 4, SHEET C5.7 (CITY OF RENTON STD. PLAN #300.6). 7 CITY OF RENTON STD DETAIL 300.5 . CONNECTION TO WATER MAIN EXISTING END LINE CAP PER DETAIL 5, SHEET C5 ( # ) INSTALL 4" REDUCED PRESSURE BACKFLOW ASSEMBLY (RPBA) ON DOMESTIC WATER SERVICE LINE INSIDE FIRE ROOM. ADJUST EXISTING FIRE HYDRANT TO FINISHED GRADE. INSTALL 6 DETECTOR CHECK VALVE ASSEMBLY INSIDE BUILDING PER DETAIL 6, SHEET C5.7 ( CITY OF RENTON STD. PLAN # 360.5). INSTALL 4" DIP SUPPLY LINE AND 3" DOMESTIC WATER METER ASSEMBLY PER DETAIL 1, SHEET C5.8 (CITY OF RENTON STD. PLAN # 320.4). INSTALL 2" IRRIGATION WATER SERVICE METER IN PLANTER AREA PER DETAIL 2, SHEET C5.8 (CITY OF RENTON STD. PLAN #320.2). INSTALL 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY PER DETAIL 3, SHEET C5.8 (CITY OF RENTON STD. PLAN #340.8). INSTALL 8" REDUCED -PRESSURE PRINCIPLE DETECTOR ASSEMBLY (RPDA) INSIDE FIRE ROOM W/ WALL MOUNTED AMR METER RADIO FOR BY-PASS METER. W-384205 R-384212 WATER LINE PROFILES II Know what's below. Call before you dig. RYAN COMPANY AM CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-WA01 1 "=30' I�-3S�22z SHEET T NUMBER C5.5 22 of 28 C < z _ C ?rrm �rn 01 Ln� CD ' "' m m z' Cn w D'' l cn 00 C) 01 CD z' Cn w � �y J� Z N l cn 01 01 MT z' Cn pp D Z Y+ 31+00 31+50 32+00 32+50 33+00 33+50 34+00 34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+44 30 30 co W ~ W M W Wto r) I II Cni T- 3i: (n EXISTING GROUND W Cn -25 ��+-- 4' COVER v' a`V VV 384206 W rn O 4' COVER NEW 12 �W -DIP CL. 52 4' COVER --_ — ---_ 20 2 ---__-- — O 6„ Sta: 35+30..0.0 WATER MAIN © 22.75' RT. 2 36"0 CPP STORM Sta: 33+50.00 1-12" GV (MJxMJ) 0_ 15 Sta. 36+60.0 PIPE CROSSING WATER MAIN @ 22.75' RT. ISOLATION VALVE WATER MAIN © 22.75' RT. o5 FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY Sta: 31+58.52 7.5 LF OFFSET RT. ...WATER MAIN ©22.75' RT. _ _ _ _ _ _ 7.5 LF OFFSET RT. Sta: 32+25.00 HYDRANT @ 30.25' RT. HYDRANT @ 30.25' RT. CONNECT TO EXISTING 12"W WATER MAIN © 22.75' RT. 1-12" GV (MJxMJ) 1-12" GV (MJxMJ) 1-12„x1TEE .2” MJxFL 10 ( ) Sta: 31+68.92 1-22Y VERTICAL BEND 1-12 GV (FLxMJ) &BLOCKING 1-12" GV (MJxMJ) WATER MAIN � 22.75 RT. Y' BEND 2-12 SLEEVES (MJ) 1 22 z VERTICAL BE & BLOCKING 31+00 00 CN N N N 31+50 NvHPd(1fiC 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com co N N 32+00 00PO Go N N 32+50 ON O Ln Ln N N 33+00 N Ln Ui N N 33+50 L N N 34+00 co L N N 34+50 SHEETINFO DESIGNED TTW D RAW N TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/24/2015 PLOT DATE 7/27/2015 SUBMITTAL m cfl O C) U" N N N N N N 35+00 35+50 36+00 REVISIONS NO. BY DATE REMARKS a N 00 N N N N 36+50 '� ED E'V pF WA 38+00 "Al 3A400 WATER 3 2 6� w IST SSI0 NAL E� 1 8"0 DI STORM PIPE CROSSING 12'! CPP STORM PIPE CROSSING R-384113 o O c M O 07 N N N DI00 M cn II O cn 20 Sta: 39+26.21 — — — — W z WATER MAIN © 22.28' RT. CONNECT TO EXISTING 12"W 12"0 CPP STORM z PIPE CROSSING O 1-12"x12" TEE (FLxFL) ck� c� _ » 3 12 GV (FLxMJ) 15 2-12" SLEEVES (MJ) 108'0 SEWER 10 PIPE CROSSING 2*0 SEWER SI PIPECROSSING 5 m � I C6I I I Know Call before you below. 37+00 37+50 38+00 38+50 3A400 WATER PLAN SW 27TH STREET RYAN COMPANY �6 CITY 0F LONGACRES BUSINESS CENTER RENTON kT NUMBER DRAWING FILE NAME SCALE 0006568W 0006568W-C-PP-WA01 1 "=30' w-3d�2°6 SHEET T NUMBER C5.6 23 of 28 Z G z C 2 C } m 0 �m a � rn- c � R z z 111 m m � � w T o O � Z >� N cn rn i �CA 1 UJ CA z 0() CA C t%%) c� C 00 Z O a � c � R z OPT OW CD z � � w T z 00 N a �o m C I R z Iz +n -7 I— < 3: r___1 n D 4-d 0 0 >_ 7� � < 0 1 - I 0 - ( 0 r ---i -4-d 0) In I -0 = (- ) 3: < 111 I 3: I n >- n [__ I 0 I I 0 I n 00 C) CO 0- Lf) 1, - (D 0 0 C-) Q_ 0 0 ,-' .-- > . - CD 0 3: ,--- r-) Cn 0) C . . . LLJ C) 1-- (-)L_ [-- 0 ,--- I C - n 0) I I *� Q) r ---i n Q) ,,- 4--� .- C_ 00 3r (0 -;--j L0 ..CO Qf 0 00 = 0 P,--, =) 0 Q(_ I I U0 r --- 1 =) :2 < W . 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'_ - I ; ',` I HR,,,�:�; �4" � - ; ,�-, w< � I F", :� -, _: �,, � ;<" � /11 7 �_ � LAPS. � . � I i INSIDE BUILDING INSTALL FOR 3" AND STD. PLAN - 360.5 I 1 I - i Pt!BLIC �VOI�K,_� I I - -I + + LARGER DETECTOR DOUBLE CHECK i "LI I i D 1� PA I �T -\/tE N'T,,-' : I �) : - NIAHCH 201 0 i VALVE ASSEMBLY i I : I : I : f I : : 6" DDCV ASSEMBLY DETAIL INSIDE BUILDING INSTALL C5.7 - � ------------- I - R Ili � I - i - t-'. i - F _� (': i - � I.. � ,,,,, S " ��,lll%,�_ : - D SCALE: N.T.S. - -- � - -_ : I - 1 , 'j, C5.7 : � I I 1 li : 7 � � " L 11 I k�,,,, ; - Fi, 11 I � ! , 11 I I I I . I SHEET INFO 1-1 -, � " �, I 1� � 11 I ., ') - �' � -� , 4 , , � t I- - �_ - - , � -�----- - �' 7 � 54 .�z Im : � � ��,11_:� � 6�3 , - I - - [ (- 3� � , Z r I I �, � - !__1 � � I- I 1: - I _ I -1- , , IN COMPIJANCE WIT"" CITY OF RENT ON -,, - _� - ___ ____ ___ __ - I - I __ � , � -11 /,;:; A_- k IL i � 11 _�,_ _i7� - I'E��-, -7 , -Ir. - " I ; I I ,� - - - , , � -, � � - , - - - __�_ �_A,__��1111�, - � , I— 1� �, 1, � , , �� IR . I � -3-,` '. _ , I . � : : ; : : � I : 11 - - . �'__ - � r: - _� I - � Lj � C I i'L -1 `_'� � ' - � � DESIGNED TTW 1 lW 014 i ",C� I 1, �-- - -- - - DRAWN TTW , !I : ' ,--�.' " '_` \ , " I - - I i - - ' , , I 11 � I -77-/- �,,� "'�__ ' � By-� _r ... r ... . 40-1 , ,,_ Date: I L .. .. ................. _ _,_____,_",_ , � / / I � � - - - I I -,-- -, ' - ___�' . t_ , , - I \� , 1� I \,,-,, I � � �, I I / I 'L,� I ; I 1 \ � I �, � I, � " �-; I I - - i _-, i " 11_�- i, ,_;, i- ; , , � �, _� -,- , , I I I --- ____ 11 _� � . , , " I - Il- - � I " � - - - , - . CHECKED JMTE � By: � I Date: APPROVED JMTE ij__ " _11 "F- I 11 �� ,,, �. ) � 7�f� I 1,� [,i, - A � � , Date.; LAST EDIT 7/24/2015 I I I PLOT DATE 7/27/2015 BY: --"-,-., Date: SUBMITTAL -Fi;R, - - � , I a�,_, ,� _,, �- � -, ,��- _� ' ' �,t, r ,, �_- i'_�� _,�:LIji" .',- A":D L,rJv��\"`� - I - - Z�F4,7, I � ,A, L A - - - __ _ . -1 I _ _Cj� ' � � ,- -, '_ t!,j -31 ; ; I _--_.__- - � ------------- I - R Ili � I - i - t-'. i - F _� (': i - � I.. � ,,,,, S " ��,lll%,�_ : - D I -_ ____ ______ - -_ _____ -_ - I I -"-I - -- � - -_ : I - 1 , 'j, -_ --- ------------ -1 _ _ ______ __ ____- - ___--- ______ -_ ____ _1 " - ' ' 14' 1, : � I I 1 li : 7 � � " L 11 I k�,,,, ; - Fi, 11 I � ! , 11 I I � i : : HLND . 4 " 11 , I- I - � 4 -) � _: ,I- : 11 ; 1� "I - I , I � 2E I I - ; - - - - �L_ -_ ------- - - - - -- -- �-�---- -- � - - - I - rz " q , I'll I- , I . ,; E -, L -4. �, k I ! 4 � _j I - -1 - - - i !� 7 1 I, -, -1 2 __ _�_ � i C, � I I 1-1 -, � " �, I 1� � 11 I ., ') - �' � -� , 4 , , � t I- - �_ - - , � -�----- - �' 7 � 54 .�z Im : � � ��,11_:� � 6�3 , - I - - [ (- 3� � , Z r I I �, � - !__1 � � I- I 1: - I _ I -1- , , .1 I . � '26, " 'F,� I �� : I �:; " ( , 1, I I /I. -I "I' , ,-. 1, I - - `� _____ - --- I - - - - ____ -,, - _� - ___ ____ ___ __ - I - I __ � , � -11 /,;:; A_- k IL i � 11 _�,_ _i7� - I'E��-, -7 , -Ir. - " I ; I I ,� - - - , , � -, � � - , - - - __�_ �_A,__��1111�, - � , I— 1� �, 1, � , , �� IR . I � -3-,` '. _ , I ; : ; I 148" to 199" 1 : : ; : : � I : 11 - - . �'__ - � r: - _� I - � Lj � C I i'L -1 `_'� � ' - � � 11 I �_ I- I I I I I � ' 11 " / �11', 1, , � �/f � 1, �_, __ - __ , _�_" " __t I \ ---- - -, _� ,\---, . \1_1 - X / I 1, �-- - -- - - � \" � )\ : , I. I � I/ . I � " , " � ��I . I � I l, , I I I � I i \, I / --- --- I I -1 I I , !I : ' ,--�.' " '_` \ , " I - - I i - - ' , , I 11 � I -77-/- �,,� "'�__ ' � I I � , r I I I " " I . . � I I \ ; ,<, " - , I ; I - , I ; � 1 / / I � � - - - I I -,-- -, ' - ___�' . t_ , , - I \� , 1� I \,,-,, I � � �, I I / I 'L,� I ; I 1 \ � I �, � I, � " �-; I I - - i _-, i " 11_�- i, ,_;, i- ; , , � �, _� -,- , , I I I --- ____ 11 _� � . , , " I - Il- - � I " � - - - , - . I - I j �_ i - �� - , t � - D I - I- � ;�'� OC', ,� ':-T'L, - - I � I , P � F , � I - ----- _ _ - I ij__ " _11 "F- I 11 �� ,,, �. ) � 7�f� I 1,� [,i, - A � � , - - , , B- - .-_�",_�;�_W '__ I - I I "I V I I I � ,."�-------, ) ; ��c .� ,�z , CONCRETE BLOCKING FOR STD. PLAN - 330.2 -, It - ", � 1�; ab = .; - - / I I ,-), + ) + , '' - �, HORIZONTAL AND DOWNWARD I _________________________ i �i_' � � ", "'), 1, i I , ": , . - I , 7M � -1- �_� � J� I " VERTICAL BENDS I I � ��_,.- \,,, -1 j , - ,I � ��F" CONCRETE BLOCKING DETAILS SCALE: N.T.S. C5.7 ' lirnits ofpi7e I ,, , V (see note 4j I 10- I , _11-15,70- - PP,7",- /"/"Umi[ & PIT,e zcne I I : I 1�1 /"" , / I I , , Pe (see /, / � - I , , � " I " / i.ote 6� I- , " , /111- I " �1 " , , / 1 '.1 1 1 , / e , � � I/ I I I I / i O.Q. /I / , - - , / 1� I I /I I , �/ I'�' , U I5 C.D m�n I , , I I z " I I ! I � / , / // ��, I ---t , , / _- rte, " //"/', �, -x/ , � I �1 , . " . - I- 1�1 / � , , con"Paction � /L �, 11 _,�, A , , - I /-" /,/ `,// 7 ,X I Imits of pipe , I I , , - I-,- , Ii,`, r � - -----I 0, 6� &D� min Il , - I ,� - I Y , I � 1% - �� - Tolonatinn I , � ., -�-�4, __ __ I , /0� . ,�"� /", /,/"/ <1 , / I I I . I I level // // , I ,/ , I/ I I/, , ''I , I � I , " , . / I - I �, , , 1 + ' I / , " / I .4 �_ 0 qra,el ha-diMc, �- /�,�,` / � , I ' " -, "/ I /, " I gravel backfl", ' _ , / I /I - --- tcund�iticnswhen sper,fied . .*--- for II :�eoding \, - ' A � 4" rn;n 27" 1.0 and undet 6' min ccr2T LD A. Metal and Concrete Pipe Bedding for Flexible Pipe - � I—- � ------------ - ------ ____ span span I - 3'rnlx Flexible Pipe NOTES: - '4,1- - �- " - 3 may, ' ,' � 3 n77 P , i I .1 1. Provide uniform support. Linder barrels. A I , 4,11-1- - !;-x I - I I ,� I � - I 11, , . 1, I I � 11 11, . 2, Hand tamp under haunches. 1-11 I I I /I � 11 / " ��" , , I ,� / I , �� 'I-,' /' -npact bedding material to 95N rilax. density, directly 11 /��/��,� / / 3. Coi '�/ , � , I � : ./,/ / ,, �, .� ,�/, I I � /, I �, : , �,, '' /, " - -,�:" : , .� " ,r pipe, hand tamp only, , �� , ovia r : I � , I / . I, / I / , - -I 0 15;!"iemin , / I __ , ; ! � , . / . . - 4. See "Excavation and Preparation of Trench" in sanitar} � � i -/ I✓, ,,, / I -d 0/SD0T/APVVA � r/ , I , . I sewers section of the standard ,)',, "A ____ ", ---, - , ", - I � WnIts Cf P � i� , I � -- , ,, ,� 11 --- I __ pipr' , -, " specifications for trench width "W" and trenching or, �,,, - , ,,,- i'/' \ 1 - �, a I 0 65 r!se rnin, options. The pipe zone will be the actual trench width. comparT, ,; I ; -��-,�,' I -�-_ � - - �1/ * ' - 1,� 111I The minimum concrete width shall be 1 =I.D. = 18". ,�, " grav�j bacKtill for 5. Trench backfill shall conform to "Backfilling Sewer y " ,,, gavel bat.Aiii - 'or pipe nedding ----- FOL.n�.iatcs,� Pr, sr,-eci�,e,i Trenches" in the sanitary sewers section of the WSDOT/APVVA standard specifications, except that : rocks or lumps larger than 1' per foot of pipe diameter B. Pipe - Arch Installation shall not be used in the backfill material, 6 See "Bedding Material for Flexible Pipe" in aggregates section of the VVSD0T/APVVA standard specifications for the material specifications. I I " , , , , '� , , � /- , I " I I � �' , ,I Z, , _ I / � Ij I �0�,��', Rigid Pipe NOTES: 1 Pipe compaction limits shown on this plan are for pipe - construction in an embankment. For pipe construction - in a trench, the horizontal limits of the pipe compaction zone shall be the walls of the trench. 2. All steel and aluminum pipe and pipe -arches shall be installed in accordance with design A. 1 Concrete pipe with elliptical reinforcement shall be installed in accordance, with design A 4. Concrete pipe, rvith circular reinforcement, shall be installed with design A. 5" O,D, is equal to the outside diameter of pipe or the outside span of pipe -arch. The dimensions shown as 0.D_ with 3' maximum shall be O.D. until O.D. equals 3: at which point 3' shall be used" * 1'-0" for diameters 12" through 42" and spans through 50". Z-10" for diameters greater than 42" and spans greater reater than 50", = Backfill material placed in 0 5' loose layers and I compacted to 95% maximum density, Method B or C compaction (VVSD0T!AP1A`A) = standard specifications.) Pipe Size Min. dist. between barrels circular pipe I colic., LCPE, CMP i01. (diameter) 12" to 24" 12" - 30" to 96" diam. / 2 102" to 18 48" pipe - arch metal only (span) 18" to 36" 12" - 43" to 142" 1 span / 3 I 148" to 199" 1 48" � y - I 1, -1 STD. PLAN - 220.00 - 1 1, - PUBLK' AVORKS PIPE COMPACTION ___._ + + " I IAF �'P A RT M F , _Vr I DESIGN AND BACKFILL __ - - 2 MARCH ., 008 PIPE COMPACTION DESIGN AND BACKFILL SCALE: N.T.S. REVISIONS i NO. BY DATE REMARKS I I . I : 1 I I ZED RV ()y WAS - , , �� '15i C, I- 11 ". I I I I 1 I I , ,e�', 11 f � i 4" . 1 . I 11. I 0 is S7 ON L Ely 1, - - 1 ; " __ I I I ; - I - _� 7 � - �__7 -.-- --fl- ;�,__ _�-- - __--- - -I ,� ,�F ,,�,I _�,.-- � � ,7 11 _- �, ,; : ,-- - - I � � I �,,j - - - - - I �- I-— , , I ,_ - -, - , . - - - ' Ti� - T_�,'r'��:�_ __l`V,' �_,_ "iS� - ,F �_A_ , ,_� , _1:1 . I � I ,�,__, � V� ,- �_ ,�: � I I - -11 I F ,� --',-_i!- I -1 _ _", __ 1_; \i E __ I I - - -_ -, I -_�'11_ HL -_� i� - �- K -, ,- F � � 5', -: L ", � ,'� ,, _'� - - - -) - �-� �' - ( ) I -\-, . STD. PLAN - 300.6 .� -, , � l-) � 1. , , - , __1 'i POLY PIG STATION FOR CLEANING OF : i, I , � , �___ ___________.____._.___._____ +� )+ - - ---� " � , I I I'. ,� -T I . , � I , � I t , 11 I I -1, I " 1, WATER MAINS �) , � - , � " ,L\_'', j I � il_ I I I 11 � I I I *��_ �R\` ,� , POLY PIG STATION DETAIL SCALE: N.T.S. sil % 40 1411) M 2" ANNULAR CLEARANCE REQUIRED - I "I'll., - Is --__ ------, a* I - �,--, , 1;? I' 3 i " " -) ;=� ,,' - > e_j CL 0. 6ML IF of - % fl� " & K?rA 16 a it, IN U'DW-0 I V4 AA f is I `6 -) ( rk I " vow C V h 6110,01%tr , 4k A ,'8'ranige,j-.D,1 90�,� Elbor,vv '71 BACKFLOW SECTION WSW I SCALE: 112I = 11-0, I W -384101 R-3 WATER DETAILS I Know what's below. Call before you dig. RYAN COMPANY CITY OF LONGACRES BUSINESS CENTER III RENTON PROJECT NUMBER DRAWING FILE NAME SCALE 0006568W-C-PP-WA01 N/A SHEET NUMBER C5.7 24 of 28 - C. j M T C 0: M CD . M _0 t: f- M 2 al - 9 R CY r J K M 1 RD Z M I 7 71 M I 0 ( -) 9 (A m -� X 00 ICD _� > * A A 111111111111111111111l'i -) ( OO � 2� tz CD C) " 0 > n t: ! I CD 0 P 0 C/) 0 W P rj, I PC� 0 > CA tQ C 2 (=) Cn tt (A I Uj I 0 ( -) 9 (A m -� X 00 N tt * --I �d �3" (4 C-+ I I M ; > � -1-1 -3 L ! 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F A, 11t-,91f,,m-A "v —ACS: =;IU- ',:LEA \` - H',! I -P, HH 4IY'IC AL j'N _E WIPICIJ117: N') TF DF, 1t,: a.'. F -i % T , �T, AGAITS_ TH-_ [iEl�1 -1h4-;-, x10') T, -i Dj I ATL I Pill j N 5" CIP 4" 'LxF'E .LWL',- "t j _)(K Ii_1 �<)N 5' -T- -C., �_F DF 4' -1-EXIBL.L. OJHLNIG A,,APT)R. �JR .PPRC)�El, STD. PLAN 320.4 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY 3" COMPOUND DOMESTIC WATER METER ASSEMBLY SCALE: N.T.S. MA_rT For 2 ER -'E: M1, E R L _� �_ A STPP ..................... N V .' C F I Tl 2" b J p t � ClO fa, I r:1 n k) 1, se Two c's, e crc,., o�-!- unic W z I,,A, C' 7 tiJ'p 2" t h c de j L --i s s ix 7 1 qVL L r r 'Au c; I L-':4_ 2" 11 c, ,r .ave (j;!oncl c "cl "clyon SM1 o III Gdl. , Nir-,=c her 1g, rigid rr etler sr)reDdcr rr! c'c r ;elle, cc N:Iter !Py Z. 1 (rck, box Lq,ici ,'d `t�. 111,_,br:- C r j C'_ fv�s�_;Cr u t" Z" jri: .Zj r,: -JC rquod '5 V �N ALL T' PORTION OF N 1/2 OF SECTION 25, T. 23N9 R. 4E, W.M. VA T T D L E J1 5 E T 7,1 V Q-TWEP, DJIMIQ 3v '�IrNA_, 2" r. X 2" her, -ce A-) p eCe J:1 c 7 oc� stc V,'Ji- J` t;r c) n z e mpp T Dte- eif 74 D, p�_�, Forr�� ","B-1 �iE- �c c, t od 1'� -_ k 7,1 :hr_, Y'cl cl h t j Ir 1..-e sup�cIt o` z?,tc,- _1 AAh r i r 2 �J,�Zc ndc 7 J d 'd R,7�T! j wc r STD. PLAN 320.2 2" AND 2" WATER SERVICE LOCATED IN PLANTING STRIP iY'' I 2" IRRIGATION WATER SERVICE IN PLANTER STRIP SCALE: N.T.S. a 340.8 4" TO 2" DOUBLE CHECK VALVE STD. PLAN ASSEMBLY FOR IRRIGATION OR DE-PAP'FINIEN T RESIDENTIAL FIRE SPRINKLER M:N kc'H x_'.010 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. W-384108 R-384115 Know what's below. Call before you dig. fi W11Pd(1 C 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com UR BUILDING LASTING RELATIONSHIPS IN CiOMPUANCEW.ITH CITY OF RENTON 1 11 STANDARDS BY: Date: BY: Date: BY: Date: ----------------- ------ BY: Date: 11 ECE aT I RC,r 1 VAL V__ mp 1, A Y'l., -DJAL T�,) F,' TED EV O'F WA ev 14, – '4 k 3246 M "o 0 REGI YONAL S A' I H HaNP ANP L -E E �C .'E; DESIGNED P Ti' N, A _H NO. BY DATE `L:kL4 Aq W 'A_,: TTW L CHECKED JMTE 6�-H CUL�AR 20" FF011 '-.L. APPROVED JMTE F(„k I v 6 p F1� R CI LAST EDIT 7/15/2015 y1111V,,_'�� i!_ r'jt, --- - PpAf, PLOT DATE 6",47 :' 3'tiffilUVW,%T__P ME -EP -.0i'JA"", I;Eksuc' -:; I num-i-1,117, "I - TEF,JgITi -,:)j,:HREA0 7,1TL1- I 1:_E REGISTE: &, EE +_CR A H' VH�tl FR, r,)!- _`. VFT-R, RFOL-1- v.T RPE UF P RT M � T6 W, 4 L , I C: E', _R, I S -All, L-+ TFF RE LIGEk VF - F F`4. A% RA I< I FRF; F TJ TV11-F P4�)T 'S-iC6, C4, 1�(�,_UHD IN 71-E C_ -JAIL ,IJI:rFF, HY _1--F U-( 1TY 7,FF FG4 17 "IG v,,1A_ L R ----IF, L;%Ar �CM E U L A 101 C En P. N F. SI A L 10! F A, 11t-,91f,,m-A "v —ACS: =;IU- ',:LEA \` - H',! I -P, HH 4IY'IC AL j'N _E WIPICIJ117: N') TF DF, 1t,: a.'. F -i % T , �T, AGAITS_ TH-_ [iEl�1 -1h4-;-, x10') T, -i Dj I ATL I Pill j N 5" CIP 4" 'LxF'E .LWL',- "t j _)(K Ii_1 �<)N 5' -T- -C., �_F DF 4' -1-EXIBL.L. OJHLNIG A,,APT)R. �JR .PPRC)�El, STD. PLAN 320.4 3", 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY 3" COMPOUND DOMESTIC WATER METER ASSEMBLY SCALE: N.T.S. MA_rT For 2 ER -'E: M1, E R L _� �_ A STPP ..................... N V .' 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PLAN ASSEMBLY FOR IRRIGATION OR DE-PAP'FINIEN T RESIDENTIAL FIRE SPRINKLER M:N kc'H x_'.010 2" IRRIGATION DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. W-384108 R-384115 Know what's below. Call before you dig. fi W11Pd(1 C 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com UR BUILDING LASTING RELATIONSHIPS IN CiOMPUANCEW.ITH CITY OF RENTON 1 11 STANDARDS BY: Date: BY: Date: BY: Date: ----------------- ------ BY: Date: SHEET INFO mp REVISIONS m MC M TED EV O'F WA ev 14, – '4 k 3246 M "o 0 REGI YONAL S WATER DETAILS 11 RYAN COMPANY 49 Ap# CITY OF L O N GAC R E S BUSINESS CENTER RENT 0 N SHEET NUMBER C508 25 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/15/2015 PLOT DATE 7/16/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W—C—PP—WA01 SCALE N/A SUBMITTAL i- 3'!B q z 2-S ,8 Lf 2 Oe$ a 7 C. z 00 � Z c mp m m MC M 0 UJ > 00 tQ tmt co 00 � Z mp MC M c� > <1 CNJt UJ 00 tQ tmt co mp MC M ZI X N w I J n >- n u � 00 U 10 -Ln LZ (D C) O o- o o � U U D � L1J O I C a u 'W N n 0 N / 00 'S C9 -� -' Ln Q0 o% O O 0 _ 0 � U Q Y I II BUILDING SIDE SEWER 4 LF 6" PVC SS 2.00% N` N C.U. RY RIM=29.93 � I.E. IN=24.12 I.E. our=24.12 PROTECT STUB & C/0 OR CUT AND CAP PER � CITY STANDARDS n n PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 00 �* INSTALL SANITARY SEWER MANHOLE AT END OF 8»0 PVC STUB � SCALE 4 30 0 15 30 60 Lj Z) N 2 CITY SSMH #2 2 ( FEET ) Q RIM=26.49 1 INCH = 30 FT. I.E. IN -14.80 Wr I.E. OUT=14.70 U Q 1 SANITARY KEYNOTES. Z TEE STA 1+45 �, 1. CONNECT TO EXISTING 8"0 PVC SEWER STUB, VERIFY PIPE SLOPE i 1 NN I.E. IN=17.72 PRIOR TO CONSTRUCTION. © 6,w I.E. IN=17.92pprq, o PI: 46+78.69 I.E. OUT=17.72 _ D FH - n 20' WIDE SEWER EASEMENT REC. NO. 20050504000979 ra�•rw,e�t SSMH #3 cn 15 WIDE SEWER 20' WIDE WATER EASEMENT / v N LJ EASEMENT FOR REC. NO. 20050504000979 RIM=29.02 _ I.E. IN=19.89 w w w w w,ANHOLEw w w w o. 1. E. I N =19.8 9 ----- v I.E. OUT=19.62 S -SS S -ss ss-ss-ss-ss-SSS-Ss�, o (PRIVATE) 443LF 8r, PV 241 LF 8 PVC SS @ 2.00% C SS ° Ln F. © 0.507 1 3 � CD C.O. #5 Cly ° ° 1 ITII ITS/ CACCAAC�IT IDC(` /�� RIM=30.20 •. _ 0090219000647d- I.E. IN=24.12 `�' ° ° i _ CIO I.E. OUT=24.12 0 0 0 0 CID co 4LF > BUILDING SIDE SEWER 6"PVC IS �o @ 2.00% N C.O. #6 II Ln J V RIM=29.67 Ln I.E. IN=24.77 a- 1. E. OUT= 24.77 CDC - 3 - w , BUILDING A 1 O N O +- 3 BUILDING SIDE SEWER ELEV.� ■ ■ ' C.O. #8 RIM=26.1f I.E. IN=15.79 30 ' I I.E. IN=15.79 02 I.E. OUT -15.79 I DW BUILDING B I C SS i 00 1 34 LF8"[14 - - - . (C� 0.50 1NHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com SHEET INFO DESIGNED TTW DRAWN TTW CHECKED JMTE APPROVED JMTE LAST EDIT 7/27/2015 PLOT DATE 7/27/2015 SUBMITTAL SANITARY SEWER MANHOLE REVISIONS NO. BY DATE REMARKS TED Ear WA CATCH BASIN, TYPE 1 1 CATCH BASIN, TYPE 2 UTILITY POLE 324, 0�' SEG IST YONAL � w ��4> EAG 2. INSTALL 48"0 STANDARD SANITARY MANHOLE PER CITY OF RENTON STD. PLAN #400.1, DETAIL 1 ON SHEET C5.11 3. INSTALL 6" SEWER CLEAN-OUT PER CITY OF RENTON STD. PLAN #403.1, DETAIL 4 ON SHEET C5.11 4. PROVIDE PIPE BEDDING FOR SANITARY SEWERS PER CITY OF RENTON STD. PLAN #405, DETAIL 5 ON SHEET C5.11 5. PROVIDE 8"x6" SANITARY SEWER TEE. ettv SSMH #1 6. INSTALL 8" SEWER CLEAN-OUT PER CITY OF RENTON STD. PLAN RIM=24.19 #403.1, DETAIL 4 ON SHEET C5.11 (NOT REPLACING) I.E. IN=14.45 LEGEND I.E. IN -14.48 I.E. 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RYAN COMPANY & CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 1 "=30' ? -3tqz26 S- 38y2o1 SHEET NUMBER C5.9 26 of 28 e-' r- EXISTING SANITARY SEWER PIPE _ L EXISTING SANITARY SEWER MANHOLE -SS --SS- PROPOSED SANITARY SEWER PIPE • PROPOSED SANITARY SEWER MANHOLE g o PROPOSED SANITARY SEWER CLEAN-OUT F. H. EXIST. OR PROP. FIRE HYDRANT LOCATION PT: 41+53.57 SANITARY SEWER PLAN Know what's below. Call before you dig. RYAN COMPANY & CITY OF LONGACRES BUSINESS CENTER RENTON PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 1 "=30' ? -3tqz26 S- 38y2o1 SHEET NUMBER C5.9 26 of 28 e-' r- L _ L C) m g o >Con, N N m z m �r) Uj �z �y 0() D It Cfl o O �> C) m g o >Con, N R° C) Z 00 �r) Uj �z �y 0() J � N It Cfl 0 O Z m � m g o >� R° C) Z 00 y m C C-4. It Cfl m � m g o H � C iti + z m w J O n V) _+_1 :D Tv O V -p u o V) o' a. = o `s' C/) Cn w � a- V) u0 N-) 00 Q(0 0 -LO 1 (0 p O n o/ U U � r o 3- LLJ O j J C- u •� � p �00 4-1LO ..c0 ry O 00 P,--, U Q I CIO n:D Q N N C • I 0+75 1+00 35 1 30 1+50 2+00 SANITARY SEWER MAIN PROFILE 2+50 3+00 3+50 4+00 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. 4+50 35 30 7+75 8+00 40 35 SIDE SEWER -SINGLE BLDG B PROFILE 8+50 9+00 9+50 10+00 10+25 40 35 1+00 1+50 2+00 2+50 3+00 3+50 4+00 I3+75 4+00 40 1 35 30 1 25 1 20 1 15 SIDE SEWER -DOUBLE BLDG A PROFILE 4+50 5+00 5+50 6+00 6+25 40 4+00 4+50 5+00 5+50 6+00 35 30 20 15 SIDE SEWER -TEE BLDG B PROFILE 6+75 7+00 40 35 30 25 20 15 10 C C 6+75 7+00 7+50 8+00 40 7+50 35 30 25 20 IN �1 8+00 8+50 9+00 9+50 10+00 LEGEND UTILITY POLE WITH LIGHT CATCH BASIN, TYPE 1 POWER VAULT CATCH BASIN, TYPE 2 UTILITY POLE STORM MANHOLE GUY ANCHOR POWER JUNCTION BOX CULVERT SANITARY SEWER MANHOLE TRANSFORMER SANITARY SEWER CLEANOUT STREET LIGHT CONTROL BOX ROCKERY TELEPHONE MANHOLE MONITOR WELL TELEPHONE JUNCTION BOX SIGNPOST GAS MARKER MAILBOX GAS VALVE MONUMENT WATER VAULT WATER MANHOLE S 384202 FIRE HYDRANT STORM DRAIN LINE GAS LINE WATER VALVE OVERHEAD POWER LINE WATER METER UNDERGROUND POWER LINE - SANITARY SEWER LINE BOLLARD OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE CONIFER TREE WATER LINE CHAIN LINK FENCE WOOD FENCE DECIDUOUS TREE METAL/WIRE FENCE R 384227 EXISTING SANITARY SEWER PIPE EXISTING SANITARY SEWER MANHOLE —SS—SS— PROPOSED SANITARY SEWER PIPE • PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEAN—OUT Know what's below. F. H. EXIST. OR PROP. FIRE HYDRANT LOCATION Call before you dig. �-- IN11Pdcific` 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com L COMPLIANCE WITH ITF RENT STANDARDS r BY- f "! Date.il � �� tl �� .... ::.. .,...,.,....---------------- .........�.. ,,,,,,,,, ,,,,,,,,.,,gin -� �- A__A.A.,•�.. Date-, .:.:. ..... .......... BY:'*IO C SCALE REVISIONS T z z - _ 2 Q II - - o --._ c�� w `� w • z z o ca II Q ca E- � w L� w z m m m En 0 ao 6 D REMARKS 1+00 1+50 2+00 2+50 3+00 3+50 4+00 I3+75 4+00 40 1 35 30 1 25 1 20 1 15 SIDE SEWER -DOUBLE BLDG A PROFILE 4+50 5+00 5+50 6+00 6+25 40 4+00 4+50 5+00 5+50 6+00 35 30 20 15 SIDE SEWER -TEE BLDG B PROFILE 6+75 7+00 40 35 30 25 20 15 10 C C 6+75 7+00 7+50 8+00 40 7+50 35 30 25 20 IN �1 8+00 8+50 9+00 9+50 10+00 LEGEND UTILITY POLE WITH LIGHT CATCH BASIN, TYPE 1 POWER VAULT CATCH BASIN, TYPE 2 UTILITY POLE STORM MANHOLE GUY ANCHOR POWER JUNCTION BOX CULVERT SANITARY SEWER MANHOLE TRANSFORMER SANITARY SEWER CLEANOUT STREET LIGHT CONTROL BOX ROCKERY TELEPHONE MANHOLE MONITOR WELL TELEPHONE JUNCTION BOX SIGNPOST GAS MARKER MAILBOX GAS VALVE MONUMENT WATER VAULT WATER MANHOLE S 384202 FIRE HYDRANT STORM DRAIN LINE GAS LINE WATER VALVE OVERHEAD POWER LINE WATER METER UNDERGROUND POWER LINE - SANITARY SEWER LINE BOLLARD OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE CONIFER TREE WATER LINE CHAIN LINK FENCE WOOD FENCE DECIDUOUS TREE METAL/WIRE FENCE R 384227 EXISTING SANITARY SEWER PIPE EXISTING SANITARY SEWER MANHOLE —SS—SS— PROPOSED SANITARY SEWER PIPE • PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEAN—OUT Know what's below. F. H. EXIST. OR PROP. FIRE HYDRANT LOCATION Call before you dig. �-- IN11Pdcific` 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com N COMPLIANCE WITH ITF RENT STANDARDS r BY- f "! Date.il � �� tl �� .... ::.. .,...,.,....---------------- .........�.. ,,,,,,,,, ,,,,,,,,.,,gin -� �- A__A.A.,•�.. Date-, .:.:. ..... .......... BY:'*IO N II II � SCALE REVISIONS T z z - _ 2 Q II - - o --._ c�� w `� w • z z o ca II Q ca E- � w L� w 30 0 15 30 60 SHEET NUMBER C5,1 0 27 of 28 DESIGNED _ F NO. ao 6 ( FEET ) REMARKS 25 `� 25 30 6 30 1 INCH = 30 FT. j CHECKED CHECKED 120 WATER 00 G APPROVED EXISTING GROUND 01 LAST EDIT 0 _ 120 WATER SANITARY KEYNOTES. z > PLOT DATE 7/27/2015 20 _ 5 (PRI 20 25 _ --� 25 c� vATE) 241 LF PVC 2 LF 8» Pvc ss @ 2.00 �2� 1. CONNECT TO EXISTING 8"0 PVC SEWER STUB VERIFY PIPE SLOPE ~� �, 1 ss . @ 2.00 4 �F ., @ 8 '��C PRIOR TO CONSTRUCTION. � � r n t 43 LF 8" PV C SS ® 0.50 >>>� SS 2. INSTALL 48 0 STANDARD SANITARY MANHOLE PER CITY OF RENTON kill 15 15 20 20 STD. PLAN #400.1, DETAIL 1 ON SHEET C5.11 �1 �=~ ,, 3. INSTALL 6" SEWER CLEAN-OUT PER CITY OF RENTON STD. PLAN #403.1, DETAIL 4 ON SHEET C5.11 y o p o o o �- o 4. PROVIDE PIPE BEDDING FOR SANITARY SEWERS PER CITY OF RENTON N 10 ,� ,� �4, N Q w _ _ _ _ _ _ 0 CD ��, ww 10 15 34 LF 8 PVC SS @0.50% 15 STD. PLAN 405, DETAIL 5 ON SHEET C5.11 # N N o O CV 00 00 07 W © pp d- ooh �' _ �`¢ CD w+ » » 5. PROVIDE 8 x6 SANITARY SEWER TEE. Cn ±Nz z � z © � II O 0 Q II - TY OF 6. INSTALL 8 SEWER CLEAN-OUT PER C RENTON STD. PLAN , - w w W x w w cncn�_u_ w� V) rt, 403.1 DETAIL 4 ON SHEET C5.1 1 # , 5 5 10 10 1+00 1+50 2+00 2+50 3+00 3+50 4+00 I3+75 4+00 40 1 35 30 1 25 1 20 1 15 SIDE SEWER -DOUBLE BLDG A PROFILE 4+50 5+00 5+50 6+00 6+25 40 4+00 4+50 5+00 5+50 6+00 35 30 20 15 SIDE SEWER -TEE BLDG B PROFILE 6+75 7+00 40 35 30 25 20 15 10 C C 6+75 7+00 7+50 8+00 40 7+50 35 30 25 20 IN �1 8+00 8+50 9+00 9+50 10+00 LEGEND UTILITY POLE WITH LIGHT CATCH BASIN, TYPE 1 POWER VAULT CATCH BASIN, TYPE 2 UTILITY POLE STORM MANHOLE GUY ANCHOR POWER JUNCTION BOX CULVERT SANITARY SEWER MANHOLE TRANSFORMER SANITARY SEWER CLEANOUT STREET LIGHT CONTROL BOX ROCKERY TELEPHONE MANHOLE MONITOR WELL TELEPHONE JUNCTION BOX SIGNPOST GAS MARKER MAILBOX GAS VALVE MONUMENT WATER VAULT WATER MANHOLE S 384202 FIRE HYDRANT STORM DRAIN LINE GAS LINE WATER VALVE OVERHEAD POWER LINE WATER METER UNDERGROUND POWER LINE - SANITARY SEWER LINE BOLLARD OVERHEAD TELEPHONE LINE UNDERGROUND TELEPHONE LINE CONIFER TREE WATER LINE CHAIN LINK FENCE WOOD FENCE DECIDUOUS TREE METAL/WIRE FENCE R 384227 EXISTING SANITARY SEWER PIPE EXISTING SANITARY SEWER MANHOLE —SS—SS— PROPOSED SANITARY SEWER PIPE • PROPOSED SANITARY SEWER MANHOLE PROPOSED SANITARY SEWER CLEAN—OUT Know what's below. F. H. EXIST. OR PROP. FIRE HYDRANT LOCATION Call before you dig. �-- IN11Pdcific` 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com q COMPLIANCE WITH ITF RENT STANDARDS r BY- f "! Date.il � �� tl �� .... ::.. .,...,.,....---------------- .........�.. ,,,,,,,,, ,,,,,,,,.,,gin -� �- A__A.A.,•�.. Date-, .:.:. ..... .......... BY:'*IO SHEET INFO o0 REVISIONS T • � ED E� of WAs� J�,� �� ` Gvo ;1� � P;* _6' 4 ',� 3246 � � �o 1 �� GISTER� �ti� s SANITARY SEWER P RYAN COMPANY tRCITY OF L O N GAC R E S BUSINESS CENTER RENTON SHEET NUMBER C5,1 0 27 of 28 DESIGNED TTW NO. BY DATE REMARKS DRAWN TTW O =z Cc, j CHECKED CHECKED JMTE 00 G APPROVED JMTE N LAST EDIT 7/27/2015 PLOT DATE 7/27/2015 PROJECT NUMBER P0006568W DRAWING FILE NAME 0006568W-C-PP-SS01 SCALE H: 1 "=30' V: 1 "=5' SUBMITTAL o0 m D T • �Qc D z -- z� rr OJ CI o It �71g ' m T� >� E < tQ �� Z O =z Cc, m U R 00 G r C N mp j o m D Cn • z D z -- V) r --- I _a LiJ LLJ 0 co _0 c: 0 n < LLJ 1 1 10 lu n c�n I 0 0 :5 0 00 0(0 a) 4-j .7 0 3: 0 0 11 n 0 D C) LLJ 0 c - r I 00 4-j LO (0 0 ccf 0 00 :D cn 1NHPacific 12100 NE 195th St, Ste 300 Bothell, WA 98011 425-951-4800 Fax 425-951-4808 www.whpacific.com 7' 1 PORTION OF N 1/2 OF SECTION 25, T. 23N, R. 4E, W.M. MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS '2" MIN.' SEE NOTE 6 MORTAR JOINT(S) (3/8" MIN,) SEE NCIFE 5 CONE (ECCENTRIC) RUBBER CASKETED JOINTS IN ACCORDANCE WITH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX. PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. AB, NOT TO SCALE C1, D' fEt 48" MH 4811 6" MIN. 5"MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60" MH 60" 8" MIN, , 6" MIN. 42" MIN. 30" I.D. NQTES: 1, STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD, PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 112 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE, 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL, 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN 400.1 PUBLIC WORKS + I STANDARD SANITARY MANHOLE DEPARTMENT f, SEPTEMBER 2011 STANDARD SANITARY MANHOLE SCALE: N.T.S. U PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + M FOR SANITARY SEWERS OCTOBER 2012 350 12 Y4" - 14 12 Y4" 14" CAST IRON RING RECESSED LIFT POCKET 5/ 14 KI r cr-WIzEr to ? - n AND OR XPANDABLE OAM 'ER TIGHT G PECIFIED NOTES: 1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2, IN UNIMPROVED AREAS, POUR A l' -O" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER, STD. PLAN 403.1 PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT + DEPARTMENT FOR SANITARY SEWER MAINS SEPTEMBER 2011 CLEAN-OUT FOR SANITARY SEWERS 4 SCALE: N.T.S. C5.11 SHEET INFO IN COMPLIANCE WITH CITY OF RENTON DESIGNED TTW STANDARDS DRAWN TTW VjL4 BY: Date: -i CHECKED JMTE BY: Date: 7 -AT -TIF APPROVED JMTE BY: Date: LAST EDIT 7/16/2015 ------------------------- PLOT DATE 7/16/2015 BY: Date: SUBMITTAL SHEET T I I FDESIGNI EDLTHOLES 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA BIC; (S -FF DETAIL) COVER & FRAME PLAN VIEW rt 25' _11fi, E 6 3 5 n m I 5 8 3141 L 2 2 vp COVER SECTION VIEW COVER BOTTOM VIEW (3) BLT SEIC1, (ALLEN HEAD) 5/8'-1'- X 1,5 SS RUBBER 'vvASHLP EON BOLTING DETAIL 26 1/2' DIA PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + E673rm1 FOR SANITARY SEWERS OCTOBER 2012 350 400 z-,56 I 25 1/4" DIA 1�u 200 2bu ENGTHF , 0 50 80 100 160 [641 -nmJ 200 t �'b 250 396 1 1/16' 1/4' 400 6 _32 450 68C —114' (Gmm) DA 160 5C [27mml 2 2 C /mmj 3801 NE13PRENE GASKET 536 616 696 712 738 7C8 I 1 C) c __j 360 W \. L152mm] 6001 576 748 1 1/8' 5 728 908 150 20C 5/8 j [16mr, 23 3/8' DIA CL, 11PE',JI 580 120 660 8CO 7�-0 (908 GASKET GROOVE DETAIL 772 7881 1 9 4 m, r-, I 756 772 748 7 764 744 760 <1 25C 27 5/16' DIA 784 855 836 8 2,) [694mml 34 1/8' DIA [867mml NOTES: EAST 1 , ALL COVERS SHALL BE I -OCKIN(.3 _ ID PER' FRAME SECTION VIEW L - JORDAN IRON WORKS INC. No. 3717'1, OR EQUAL. 2, USE 'FRAME AND COVER FOR STORM (SPECIF'y "DRAIN" ON COVER), SANITARY (SPECIE`! "SEINER"), OR MATER (SP C __CITY "WATER"). y i i STD. PLAN 401 S I I MANHOLE FRAME AND COVER 1-_--__________ + DEPARTMENT DECEMBER 2008 (+ PUBLIC WORK MANHOLE FRAME AND COVER SCALE: N.T.S. CSF PIPE 70NE W (SEE NOTE 7' L IV I I'--, II - � EEDDING MATERIAL F 0 R % SSANITARYI JEWEL PIPE 0, D, OE PIPE (SE -E NOTE 5 I FOUNDATI 10 N L E SEL_ 6" x -,'E D D I N (3 F OR SANITARY SE'aVEF PIPE NOTES: ER BARREL. PROVIDE UNIFORM SUPPORT UNDE: 2, HANE TAMP UNDER HAUNCHES. 3. COMPACT BEDDING '`AATERIAL TO 955% MAX. DENSITY EXCEPT D OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-CjR_ OF THE STANDARD SPECIFICATIONS. 5 PIPE ZONE MATERIAL SHALL- BE "GRAVEL BACKFILL FOR DRAINS" AS SPECIFIED IN THE AGGREGATES SECTION OF THE STANDARD SPECIFICATIONS OR PEA '%3RAV-__L. 6, PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED, 7. TRENCH `ffiDTH SHALL BE PEP SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. REVISIONS NO.; BY DATE REMARKS I 1 PIPE BEDDING FOR SANITARY SEWERS SCALE: N.T.S. QED Z 3-V WAS PUBLIC WORKS PIPE BEDDING. PIAN 405 STD + + DEPARTMENT FOR SANITARY SEWERS OCTOBER 2012 REVISIONS NO.; BY DATE REMARKS I 1 PIPE BEDDING FOR SANITARY SEWERS SCALE: N.T.S. QED Z 3-V WAS ENGTH,FT' 0 5c 100 6 IN. DIAMETER 3246H 0 IST S70NA S WHITE POST SEWER MANHOLE MARKER POST SEWER MANHOLE MARKER NOTES SEWER MANHOLE MARKER POST SHALL BE EQUAL TO CARSONITE UTILITY MARKER SEWER MANHOLE MARKER POST TO BE USED FOR SANITARY SEWER MANHOLES IN UNIMPROVED AREAS -3. SEWER MANHOLE MARKER POST SHALL IDENTIFY THE MANHOLE AS "SANITARY SEWER". STD. PLAN 404.2 + + PUBLIC WORKSSEWERMANHOLE MARKER POST DEPARTMENT SEPTEMBER 2011 SEWER MANHOLE MARKER POST SCALE: N.T.S. T ENGTH,FT' A 5c 100 6 IN. DIAMETER PIPE 350 400 z-,56 50c 1�u 200 2bu ENGTHF , 0 50 80 100 160 110 236 1 1 200 t �'b 250 396 300 476 1 350 55 6. 400 6 _32 450 68C 500 68C 160 5C 14" 2 2 C 300 3801 4561 536 616 696 712 738 7C8 832 1 C) c 280 360 440 520 j 6001 576 748 744 736 732 728 908 150 20C 42L 561 50C 644 1 580 120 660 8CO 7�-0 (908 180 79C 772 7881 764 790 756 772 748 7 764 744 760 <1 25C 0 10z 784 855 836 8 2,) 808 500 1 1 792 784 77 776 772 i 300 84L 850 860 844 832 820 508 800 1 792 788 7 - 78 , C Zi 1 35C 90E 884 868 852 1 8 4 �-j 1 828 B20 808 804 7 _4 6 796 788 I 400 908 888 872 856 1 844; 336 824 816 808 8 _j 80 796 1104 4bC 90? 888 87t 988 852 1 840 812 824 816 808 804 ............ TIME (SECONDS) _L860 TIME (SFC -NDS) T ENGTH,FT' A 5c 100 6 150 TER IN. IDIAME,� 2DID 250 PIPE 300 1 1 350 400 z-,56 50c 1�u 200 2bu C, 0 8C 160 236 z b 396 476 X556 236 3'6 396 5x2 68C eBG 160 5c 2 300 80 456 536 6,16 6�9 6 768 760 -52 744 832 100 150 4-4" 6610 520 74C 600 820 676 896 755! 932 S .- `6 90B 940 888 8 2 8 868 8'2 856 90/ 84C 792 832 908 20C 88C 96C 1c,28 9921 954 94D 9201 9DO 888 8/2 86C 936 25C 11 G '084 lC44 1 C'2 988 96 4- `1-44 928 9'2 90C 888 i 30C 11 3 lC92 1056 02811004: 984 964 948 932 920 908 35C 1132 1096 106 8 '040 1 CF L 9961 980 964 948 936 924 '252 122241200 40C 1132 '100 1076 =-241028 1008 1 992 976 964 952 94C 1192 1158 450 1132 1104 1090 1056!1036 102(715C4 988 976 964 952 TIME (SECONDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c 6 IN. DIAMETER PIPE 6 IN. UJAMETEH PIPE m CD > -ENGTH'F .. . . ......... be _EN 1�u 200 2bu 5u 100 150 1 20 1 250 30,0 35G 400 L5C 500 236 3'6 396 C 632 80 160 236 -1-5 396 476= 556 532 68C 68C 924 c 316 396 476 556 1 632 712 832 816 801 80/4 792 zl 100 632 712 792 872; 9521 984 952! 928 908 888 876 17G"'U 150 9152 1028 1108 11.7 2 1088 11052 '0201 9.92 972 952 936 Qj 2 0 C 25C 126E 1,5EC '284 1-100 1224 1246 117/6 132€1100 1204 1154 11 �52 - D68 _�1044 11G4 1050 1020 '056 1- 0)(j - 036 984 1020 '53211484 11444 30C 1366 1308 1264 1224 92 1160 1132 11108 1088 1068 1052 1380 1360 1316 1276 '240 1208 i 1180 11; 56 11 32 '1*2 `096 'D76 1384 400 1360 1320 1284 '252 122241200 1176 1152 1132 1116 110C 450 1360 '324 1292 1264 1235 1212 1192 1158 1152 .1132 1116 TIME (SEC, -;NDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c 6 IN. DIAMETER PIPE m m CD > -ENGTH'F C7 17� be 100 1�u 200 2bu �35C --- 400 4-bC bOO 1 80 160 236 3'6 396 476a 556 632 68C 68C 7 - 5C 496 576 652 8112' 892 2_ 972 948 924 90C 884 x i0c 988 1068 1148 _732 '228 1248 1192 1144 1104 1072 1044 1020 1150 148L '564 1484 '408 ;1344 1292 1248 i 1208 1172 1144 1116 200 17G"'U 1608 1532 1464 i 1408 11360 1316 1280 1248 '216 1192 /2 .5 C 1700 -624 1560 1504 1452 1408 1368 1332 1304 1279 1248 30C 1700 1636 1580 '53211484 11444 '408 1.37E 1344 1 316 1292 350 1 1-1 0 C '644 1596 ''5521"'512 1472 '440 1408 1380 1352 1328 40C 1700 1652 1608 '568 15 32 11496 1464!1436 14CS 1384 1360 4t 0 1 70C 1656 1615 '580 1 b4b 1;,16 16 1484 .1450 1432 14-08 1388 TIME (SECONDS) PRT CEC,RE: � S'LOWL)' -'RESSJR ZE T-iE PIPE TO 4.!0 P. S, 1. G, ALL SEWERPPE SHALL MEET A MN!VJM AR A--r-)W 2 MINI,TES ::-DR STABJZATION, ADDING PRFSS.JRF OF .0 FOR .5 MlNi 1. NO _OSS OF PRESSURE. IF -HERE S'A LOSS AR AS REQUIREC TO STABIL,7E THE PRESSURE WITH AT 4.0 P.S,L& OF PRESSURE, THEN THE TIME OF THE DROP FROM 3.5 P.S-0. TO 2.5 SHA,_L NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES. AIR TEST TABLE STD. PLAN 410 +: + PUBLIC WORKS (LOW PRESSURE) DEPARTMENT FOR SANITARY SEWERS MARCH 2008 AIR TEST TABLE (LOW PRESSURE) FOR SANITARY SEWERS SCALE: N.T.S. SANITARY SEWER DETAILS RYAN COMPANY :: LONGACRES BUSINESS CENTER mu PROJECT NUMBER DRAWING FILE NAME SCALE P0006568W 0006568W-C-PP-SS01 02-38�t2�� S-384103 1 � 1 Know what's below. Call before you dig. CITY OF RENTON N/A SHEET NUMBER C5.11 28 of 28 z A c r m m m CD > -1 M C7 17� z m z m m cn Z m > 0 > n 0 0 Z m m C:) 0 CD > -1 M C7 17� > CD > m Z m qq > Fj m C:) "a 00 CD cntt m CY CA cn R3 m cn cn 00 > 0 0 -0 T :r m rr 407 > -1 M Z > m JUMBER I (V HOPE. MINNESOTA 11 INARF-P R`i'--)P TED�.40�3842 LONGACRES BUSINESS CENTER SW Comer of Naches Ave SW & SW 27th St Page 29 DRAWING NUMBER I I SAFG0 PRODUCTS * NEW HOPE. MINNESOTA REORDER BY PART NUMBER 6552 DRAWING SAFGO PRODUCTS REORDER BY PAR - - ! i :-c: U-) z z 00 0 0 W -7) LO F- cr) 0V— 4 8 0 (;2 CL > 0 U) T u Li 0 7- N cr) LL- Zo Lci 0 0:� 0 wZ (D ch w cr) 0 LLJ LLJ Z - LLJ:� n cr) (n < z co < Lo, 'C<L 0 LLJ 0 V) i w cr C) LJ GO •— 00 CL in cr- z W 0I I < x M co Li 0 ca z z J O E w 0 LL 8 01 1 w w LjjLc) Z z 01) 0 F- M D < CO z W rr cy) w LO 3: LIJ C) 0 cr) 0 X-- L�) W 0 T- M cr) w= Q I z co - CN -5 Nr) co 0 3: c%j Cr?c cl) O U) CC Q- LL c z CD L.Li II wC)i M [L-L� :ino�wll [FDMp- Lod-l-0—M8959\@dDOSPUD-J\SbUIMDJC]\U6ISGC]\M8959000\C)UI S(1 sa,uDdwo0 UDA�J\:d :Hit [qjo'pJDpUD4S—dHM :3-��\iSl [2od*jod 01 9MG :�I:3110-jd] [salll!bf :�JOHinvl [md 50:zL 5LOV8 L/9 :3'\ VUMBER, W HDPE, MINNESOTA VUMBER 6552 DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6552 TED�40�3842 LONGACRES BUSINESS CENTER SW Corner of Naches Ave SW & SW 27th St Page 30 DRAWING SAFCO PRODUCTS ` NE REORDER BY PART POSITION E06 OF PN L7 LTJ L L (n cr_ V) < U -1 J 0 CD N I -- Li W U Z O w Q © z00 O C!) \ CJS C� LO 7 N - C) C _ W O O ,-�. wLLJ o Q o coz o W �- O o0 -w oC) C) LJ �j Ln Z3 c o o Z J C\j /�� Vi Nr p ._� ( Z ._ _ _ LLJ J � - X W Wr O Q V pICU M a) CN co Lo C W CC .G W®r"', cr)C Q� x cn is o� c�D W �. I Tl-, I I L0 I I � F- �\ w F - V CO f- U C Q) �( J Q Lu z� _ = W Cfl CO W m Z 'S Q W W 0 z O o a)rn O N m °C T- N M O aC D W cn (n J Q co T- Q J i L7 LTJ L L (n cr_ V) < U -1 J 0 CD N I -- Li W U r) w Q © W II \ CJS \ M Z C) L7 LTJ L L (n cr_ V) < U -1 J 0 CD N I -- Li W r-. p N Q © W II CJS U Z C) Z Q Z q J CL Z O Q O LjO N L� J F - w w Z 0 w oC 0 o� .v w J CL � f' -- Q w � J Z Co Q V J l.v Lu Z 1= p Z Q � CL O O Q` LL- w Op O �- WLd 4.. VV) U (n OO Z cri F - w Jw L� <L O N M [Z' L� :i(IOJ.b�] [bmp' LOd�-3-M8959\adDOSPUD-J\SbUIM JC]\UbISao\M8959000\DUI sn S@IUDdwoo UDACJ\ :d :HiVd] [gIo'PaopUo4S-dHM :3-1J.1S] [god'_jad of OMa :dil110-jd] [Sa111i6( :�AOHinvl [Wd g0 •Z L 5 LOZ/8 L/9 :3iv(j] NUMBER -W HOPE, MINNESOTA NUMBER 6552 Y Q w N_ DRAWING NUMBER SAFCO PRODUCTS • NEW HOPE, MINNESOTA REORDER BY PART NUMBER 6552 TED -40-3 842 LONGACRES BUSINESS CENTER SW Corner of Naches Ave SW & SW 27th St Page 31 DRAWING I SAFCO PRODUCTS NE' cjj LiI Z _1 CL Z 0 — E- C.) 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