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Home My WebLink AboutzS-4194Set0) [-I N 0 CD 6 i 0 SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY MEAD GILMAN LAND SURVEYORS (JOB NO. 20074), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY MEAD GILMAN LAND SURVEYORS: HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM - NORTH ZONE (NAD93/91) PER WASHINGTON GEODETIC SURVEY CONTROL POINTS 3764(ID#42227) AND 3765(ID#42133) VERTICAL DATUM NAVD 88 — BASED ON RAPID STATIC GPS MEASUREMENTS WITH BASELINES COMPUTED FROM CORS MONUMENTS BENCHMARKS TBM-A FOUND 4'X4" CONC MON WITH 2" BRASS DOME DISC "LS# 88?92" WITH PUNCH 0. 7' BELOW GRADE IN CASE 0.21N X 0.2'W OF CL INTX OF SE 144TH ST AND 156TH AVE SE AND 42.7' SE OF SE PROPERTY CORNER. ELEV = 369.07' TBM-A FOUND 4'X4" CONC MON WITH 2" BRASS DISC WITH PUNCH 0.5' BELOW GRADE IN CASE 0.2N X 0.2'W OF CL INTX OF SE 143RD ST AND 156TH AVE SE. AND 30' E OF NE PROPERTY CORNER. ELEV. = 370.92' LEGAL DESCRIPTION LOT 1 AND 2, KING COUNTY SHORT PLAT 379074, RECORDED OCTOBER 4, 1979 UNDER RECORDING N0. 7910040704, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 2. ALL TITLE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM CHICAGO TITLE COMPANY COMMITMENT NUMBER 0177321-16, DATED APRIL 30, 2020. MEAD GILMAN AND ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE RESEARCH, AND HAS RELIED WHOLLY ON THE TITLE COMPANYS REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL CONTROL INDICATED AS "FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY 27, 2020, UNLESS OTHERWISE NOTED. 4. PROPERTY AREA = 179, 856± SQUARE FEET. 5. ALL DISTANCES ARE IN U.S. SURVEY FEET AND REPRESENT GROUND MEASUREMENTS. 6. UNDERGROUND UTILITIES WERE LOCATED BASED ON SURFACE EVIDENCE (LE. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. TREE SIZES AND SPECIES WERE DETERMINED TO THE BEST OF OUR ABILITY. MEAD GILMAN AND ASSOCIATES DOES NOT WARRANT THE ACCURACY OF THE SIZE AND SPECIES OF ANY TREES SHOWN HEREON, ALL TREE SIZES SHOULD BE VERIFIED BY A TRAINED ARBORIST. RESTRICTIONS OF RECORDS 1. SUBJECT TO AN EASEMENT(S) FOR THE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND RIGHTS INCIDENTAL THERETO, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 809120791. (BLANKET IN NATURE - NOT PLOTTED) 2. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON KING COUNTY SHORT PLAT 379074 AS RECORDED UNDER RECORDING NO. 7910040704. (NOTHING TO PLOT). REFERENCES 1. KING COUNTY SHORT PLAT 379074, REC. NO. 7910040704. 2. ROS REC. NO. 20060801900002, VOL. 209, PG. 95 (HELD FOR SECTION SUBDIVISION). 3. CEDAR RIVER 5 ACRE TRACTS, VOL 16, PG 52. 4. ROS REC. NO. 20080930900001, VOL. 253, PG 276. 5. KING COUNTY BLA L09L0017, REC. NO. 20090624900005. 6. LINDA HOMES REC. NO. 5619989, VOL 74 OF PLATS, PG. 6. 7. MC INTIRE HOMESITES, A REPLAT , REC. NO. 4807436, VOL. 58 OF PLATS, PG. 82. i �m 3 Q Q rqo 0 0C P H iQ LnLn ` &; CONSULTANTS N Site Planning • Civil Engineering El CD Landscape Architecture - Land Use Consulting CN j 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 00 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 - (509) 293-7731 wwww.cphconsultants.com J Copyright © 2023 CPH Consultants, LLC. All Rights Reserved. CARNOUSTIE COURT CITY OF RENTON, WASHINGTON SANITARY SEWER IMPROVEMENTS PROJECT TEAM APPLICANT 2002-WLD CARNOUSTIE, LLC CONTACT: MELANIE DAVIES 1010 MARKET STREET KIRKLAND, WA 98033 PHONE: (425) 576-9390 EMAIL: MDAVIES@WESTCOTTHOMES.COM SURVEYOR MEAD GILMAN CONTACT: CHRISTOPHER SHANE BARNES, PLS P.O. BOX 289 WOODINVILLE, WA 98072 PHONE (425) 486-1252 GEOTECHNICAL ENGINEER TERRA ASSOCIATES, INC. CONTACT: CAROLYN S. DECKER, P.E. 12220 113TH AVENUE NE, SUITE 130 KIRKLAND, WA 98034 PHONE. (425) 821-7777, EXT 103 FAX: (425) 821-4334 RECORD DRAWINGS AUGUST 01, 2023 CIVIL ENGINEER/PLANNER CPH CONSULTANTS CONTACT: JAMIE SCHROEDER, PE 11321-8 NE 120TH STREET KIRKLAND, WA 98034 PHONE: (425) 285-2390 EMAIL: JAMIE@CPHCONSUL TAN TS. COM LANDSCAPE ARCHITECT CPH CONSULTANTS CONTACT: DAVEANDREWS, RLA 11321-8 NE 120TH STREET KIRKLAND, WA 98034 PHONE: (425) 285-2390 EMAIL: DAVE@CPHCONSULTANTS.COM BIOLOGIST WETLAND RESOURCES, INC. CONTACT: JOIE GOODMAN 9505 19TH AVENUE SE, SUITE 106 EVERETT, WA 98208 PHONE. (425) 337-3174 0 1 CONSTRUCTION PERMIT SUBMITTAL 1 RECORD DRAWINGS • • o Q Know what's below. Cal I before you dig. NO. REVISION 17:1_1TITII►Lei Owl SHEET DWG DESCRIPTION 1 CO.00 COVER 2 CO.01 LEGEND ABBREVIATIONS AND GENERAL NOTES 3 CO.02 CITY OF RENTON STANDARD NOTES 4 CO.10 EXISTING CONDITIONS 5 C1.00 TESC PLAN 6 C1.100 TESC DETAILS 7 C4.00 OVERALL SANITARY SEWER PLAN 8 C4.01 SANITARY SEWER PLAN AND PROFILES 9 C4.02 SANITARY SEWER PLAN AND PROFILES 10 C4.100 SANITARY SEWER DETAILS PCE 117122 MJH SURVEYED: CSB PCE 8/1/23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M PY i, THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. PROJECT INFORMATION GENERAL PARCEL NOS.: 1463400090, 1463400085 SITE ADDRESS. 14243, 14311 156TH AVENUE SE RENTON, WA 98059 ZONING. R-4 PROPOSED USE. DETACHED SINGLE-FAMILY RESIDENTIAL SITE DEVELOPMENT TOTAL SITE AREA: BASE DENSITY. 4 DU/AC ALLOWABLE BASE UNIT YIELD: MAXIMUM UNIT YIELD W/ TDR: PROPOSED NO. LOTS. MINIMUM LOT SIZE MAXIMUM LOT SIZE. ROW DEDICATION: REC & STORM TRACT.• PRIVATE ACCESS TRACTS. MIN. BLDG. SETBACKS. GARAGE FRONT INTERIOR MAX. LOT COVERAGE ALLOWED: REQUIRED RECREATION AREA: 390 x 25 DU = RECREATION AREA PROVIDED: TRACT A (RECREATION) OTHER ONSITE OPEN SPACE. TRACT B (OPEN SPACE/STORM) 4.13 AC (179, 856 SF) 4.13 AC x 4 DU/AC =16.52 4.13 AC x 6 DU/AC=24.78 24.78 DU = 25 DU 25 4, 001 SF 5,751 SF 27,597 SF 26,156 SF Z872 SF 20 FEET 10 FEET 5 FEET 55% 9,750 SF 9,764 SF 16,391 SF UTILITY PURVEYORS/PUBLIC SERVICES WATER: KING COUNTY WATER DISTRICT #90 SANITARY SEWER: CI TY OF RENTON SCHOOL DISTRICT. RENTON #403 FIRE DISTRICT. KING COUNTY FIRE PROTECTION DISTRICT #25 NATURAL GAS. PUGET SOUND ENERGY ELECTRICITY. PUGET SOUND ENERGY S-419401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS O U UJJ DATE: CARNOUSTIE COURT 7/25/23 Z) FIELDBOOK: SANITARY SEWER IMPROVEMENTS PAGE: O DRAWING NO: z COVER C0.00 cr SHEET: OF: O Q U N C) It C) O T N Lj H H 4 H H rem ►� ENO ►4 rr O U w I— D O z Q U L / / mCT 3 Q / Q Ln o �El- 0 o NQ / �Ln C)� 0 o a; U � � N 0CD N Q� 00 W LEGEND ROADWAY CENTERLINE PROJECT BOUNDARY LINE PROPERTY BOUNDARY LINE RIGHT-OF-WAY LINE EASEMENT LINE EDGE OF PAVEMENT LINE 10' CONTOUR LINE 2' CONTOUR LINE SANITARY SEWER MAIN WATER LINE FIRE SUPPLY STORM PIPE GAS LINE FENCE LINE WOOD FENCE POWER LINE BURIED POWER LINE UTILITY EASEMENT TELEPHONE LINE BURIED TELEPHONE LINE SWALE SILT FENCE CONSTRUCTION FENCING CLEARING LIMIT SANITARY SEWER CLEAN OUT SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN - TYPE I STORM DRAIN CATCH BASIN - TYPE II YARD DRAIN STORM DRAIN INLET (NO CATCH) STORM DRAIN CULVERT WATER CAP/PLUG WATER COUPLING GUARD POST REDUCER THRUST BLOCK WA TER METER 2 NOZZLE FIRE HYDRANT 3 NOZZLE FIRE HYDRANT FLANGE/BUND FL JOINT MECHANICAL JOINT PUSH-ON/HUB JOINT THREAD JOINT AIR RELIEF VALVE BLOW -OFF VALVE BUTTERFLY VALVE CHECK VALVE GATE/GENERAL VALVE PLUG VALVE GAS METER GAS VALVE PAD MOUNTED TRANSFORMER POWER VAULT TRANSMISSION TOWER (SCALEABLE) UTILITY POLE POWER POLE UTILITY POLE ANCHOR TELEPHONE RISER TELEPHONE VAULT BUS STOP MAIL BOX RIP RAP ROCKERY SHRUB GENERAL SIGN REGULA TOR Y SIGN TREE (CONIFER) TREE (DECIDUOUS) YARD LIGHT BRIDGE/TUNNEL ASPHALT PAVEMENT CONCRETE C P ' H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuItants.cam (D 2023 CPH Consultants. LLC. All Rights Reserved. EXISTING SS PROPOSED SS W W W F F F SD GAS GAS X OP BP T BT —X X X X X— O ❑ 0 O O 0 O D ► a is �� II C C C I I 1 � ►L N N N N ❑o G O ql ❑A 0 0 -0- } E— a T BUS I BUS o � i )K a a ABBREVIATIONS AC ASPHALT CONCRETE PAVEMENT LCPE AP ANGLE POINT LF ASS'Y. ASSEMBLY LT ATB ASPHALT TREATED BASE LUI A VE A VENUE MAX. BCR BEGIN CURB RETURN MFR. BDRY BOUNDARY MH BOC BACK OF CURB MIN. BOW BOTTOM OF WALL MJ CENTERLINE N CB CATCH BASIN NIC CDF CONTROLLED DENSITY FILL O.C. CMP CORRUGATED METAL PIPE PC CONCRETE CONC. PE CONN. CONNECTION PI CON T. CONTINUOUS PL. COR CITY OF RENTON PT CPP CORRUGATED POLYETHYLENE PIPE PVI (W/SMOOTH INTERIOR WALLS) PVMT CSBC CRUSHED SURFACING BASE COURSE PUE CSTC CRUSHED SURFACING TOP COURSE REQ'D. DIAM. DIAMETER RP DI DUCTILE IRON RR DW DRI VEWA Y RRE E EAST ROW ECR END CURB RETURN RT ELEV. ELEVATION S EOP EDGE OF PAVEMENT SD ESC EROSION AND SEDIMENT CONTROL SP. ESD ENTERING SIGHT DISTANCE SS ESMT. EASEMENT SSD EVA EMERGENCY VEHICLE ACCESS STA EXIST. EXISTING TESC FL FLOW LINE TOC FL. FLANGE TYP. FOC FACE OF CURB TB HORIZ. HORIZONTAL TOW IE INVERT ELEVATION UNO IN T. INTERSECTION VERT. IN INVERT WSDOT w� WS 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1 RECORD DRAWINGS PCE � o V Know what's below. Call before you dig. NO. REVISION BY LINED CORRUGATED POLYETHYLENE PIPE LINEAL FEET LEFT LAND USE INSPECTOR MAXIMUM MANUFACTURER MANHOLE MINIMUM MECHANICAL JOINT NORTH NOT IN CONTRACT ON CENTER POINT OF CURVATURE PLAIN END POINT OF INTERSECTION PLACE POINT OF TANGENCY POINT OF VERTICAL INTERSECTION PAVEMENT PUBLIC UTILITY EASEMENT REQUIRED RADIUS POINT REDMOND RIDGE REDMOND RIDGE EAST UPD RIGHT-OF-WAY RIGHT SOUTH STORM DRAIN SPACE SANITARY SEWER STOPPING SIGHT DISTANCE STATION TEMPORARY EROSION AND SEDIMENT CONTROL TOP OF CURB TYPICAL TOP BACK OF WALK TOP OF WALL UNLESS NOTED OTHERWISE VER TI CAL WASHINGTON DEPT. OF TRANSPORTATION WI TH WEST WATER SERVICE 22 MJH SURVEYED: CSB SCALE: 23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM PROJECT SPECIAL PROVISIONS 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE 2021 EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT AND THE WASHINGTON STATE CHAPTER OF THE APWA; APPLICABLE KING COUNTY CODE AND PUBLIC WORKS AND DEVELOPMENT STANDARDS, KING COUNTY WATER DISTRICT #90 (KCWD#90) DEVELOPMENT STANDARDS FOR WATER SYSTEMS, CITY OF RENTON DEVELOPMENT STANDARDS FOR SANITARY SEWER SYSTEMS, AND ANY SPECIAL PROVISIONS PROVIDED BY THESE PLANS OR OTHER CONTRACT DOCUMENTS FOR THE PROJECT. 2. EXISTING UTILITIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND RELATED SURFACE FEATURES WITHIN THE PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE CENTER (1-800-424-5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCTION. 3. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION ACTIVITIES. 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER INSTALLED BY THIS PROJECT SHALL BEAR ON SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WITH THE REQUIREMENTS OF THE STANDARD SPECIFICATIONS AND PROJECT CONTRACT DOCUMENTS. SIMILAR EXISTING FACILITIES TO REMAIN, WHICH ARE DISTURBED OR DAMAGED DURING CONSTRUCTION, SHALL BE REPLACED IN -KIND TO THE SAME STANDARDS OF NEW FACILITIES. 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS AMENDED OR SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE CONTRACT DOCUMENTS. 6. ALL EXISTING ON -SITE DOMESTIC WATER WELLS AND/OR SEWER SEPTIC TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED CONTRACTOR, CERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND KING COUNTY HEALTH DEPARTMENT IN ACCORDANCE WITH APPLICABLE AGENCY REGULA TIONS. 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL PUBLIC DOMESTIC POTABLE AND FIRE WATER SUPPLY SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF KING COUNTY WATER DISTRICT #90. 8. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL PUBLIC SANITARY SEWER SYSTEMS SHALL BE IN ACCORDANCE WITH APPLICABLE STANDARDS OF CITY OF RENTON. 9. AT LEAST TWO COPIES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS AVAILABLE AT THE JOB SITE DURING THE RELATED CONSTRUCTION OPERATIONS. ALL APPLICABLE PERMITS SHALL BE OBTAINED PRIOR TO ANY CONSTRUCTION ACTIVITY. ONE COMPLETE SET OF PROJECT PLANS WITH RECORDS OF AS -BUILT INFORMATION SHALL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE PROJECT. 10. THE CONTRACTOR SHALL COORDINATE ACTIVITIES OF ALL UTILITY PURVEYORS IMPACTED BY WORK FOR THIS PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUCTION. 11. UTILITIES, OR INTERFERING PORTIONS OF UTILITIES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY THE CONTRACTOR TO THE EXTENT NECESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED UTILITIES. CUTTING AND PLUGGING OF LINES TO BE ABANDONED SHALL BE CONSIDERED INCIDENTAL TO OTHER WORK PERFORMED. 12. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVISIONS OF THE SOILS REPORT FOR THE SITE BE OBSERVED AND COMPLIED WITH DURING ALL PHASES OF SITE PREPARATION, GRADING OPERATIONS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER IMMEDIATELY OF ANY PROVISION OF THE SOIL REPORT WHICH CONFLICT WITH INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WHICH REQUIRES FURTHER CLARIFICATION. 13. THE CONTRACTOR OR OWNER SHALL OBTAIN THE SERVICES OF A QUALIFIED SOILS ENGINEER AND/OR TESTING AGENCY TO PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY UNSUITABLE MATERIALS DURING CONSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR TESTING AGENCY SHALL BE AVAILABLE TO OBSERVE AND TO VERIFY FIELD CONDITIONS AS WORK PROCEEDS. THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE THE APPROPRIATE SOILS INSPECTIONS AND TESTING. 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL DURING CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBLIC ROADWAYS. TRAFFIC CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE PROPERTY DRIVEWAYS DURING CONSTRUCTION. 15. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO INSPECTION BY THE REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL CONTACT SCHEDULE A PRE -CONSTRUCTION CONFERENCE. ICY i, THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. INSPECTOR OR HIS DESIGNATED AT ( ---- )---------- TO S-419402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— O U W DATE: CARNOUSTIE COURT 7/25/23 Cn FlELDBOOK: Z) SANITARY SEWER IMPROVEMENTS PAGE, O DRAWING NO: z LEGEND ABBREVIATIONS AND GENERAL NOTES C0.01 SHEEP: 2 OF: 10 U rem rr D O CU LLI D O z rr Q U CITY OF RENTON STANDARD NOTES WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 5 CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL. BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE THE. CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 OF THE TRENCH MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-M3.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900IC905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE. STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION "3 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR PLAN - 413 • PUBLIC WORKS WASTEWATER UTILITY thw:; DEPARTMENT STANDARD NOTES tin Pastucha O/26/2 ►WCW0fkre t*m14W DATH 20 1 Z EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER. HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON. HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANTS CONTRACTOR. 2, THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT, THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANTIESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING ANDIOR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING ANDIOR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY IST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING. MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT, INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPEE AND WITHIN M FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE: CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDLES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE-PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALT. BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE: BEGINNING OF THE WET SEASON, AN EXHIBIT OF THOSE AREAS TO BE 900DED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE: SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 19T. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 MPUBLIC WORKS EROSION AND SEDIMENT CONTROL EGA�:Z WORI DEPARTMENT STANDARD PLAN NOTES 9/28/2018 I Pubk Wwks A6minis1Mw BATE / /m �Q � J / Q 'r' o o�C P H i Q LOQ0 ou-) CONSULTANTS 0 CONSTRUCTION PERMIT SUBMITTAL PCE N Site Planning • Civil Engineering 1 RECORD DRAWINGS PCE Landscape Architecture - Land Use Consulting j 11321-13 NE 120th Street Kirkland, WA 98034 - (425) 285-2390 V ° 101 South Wenatchee Avenue, Suite C3 w Wenatchee, WA 98801 - (509) 293-7731 Know what's below. www.cphconsultants.com CalIbeforeyoudig. NO. REVISION BY � Copyright (D2023 CPH Consultants, LLC. All Rights Reserved. 1/7/22 MJH SURVEYED: CSB SCALE: 8/1/23 MJH DESIGNED: JBS DRAWN: PCE ONE INCH CHECKED: MJH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DATE APPR APPROVED: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SANITARY SEWER NOTES AND SPECIFICATIONS ALL OF THE FOLLOWING PROVISIONS FOR WET SEASON CONSTRUCTION ARE DETAILED IN THE REFERENCED SECTIONS. THESE REQUIREMENTS ARE LISTED HERE FOR THE CONVENIENCE OF THE DESIGNER AND THE REVIEWER. 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN (SECTION D.2.1.2). 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS (SECTION D.2.1.2). 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE (SECTION D.2.1.2). 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON (SECTION D.2.1.2.6). 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS (SECTION D.2.1.2.2). 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE (SECTION D.2.1.3.1). 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL (SECTION D.2.1.4.2). 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.5). 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW (SECTION D.2.1.6). 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS (SECTION D.2.4.3). 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS (SECTION D.2.2). SANITARY SEWER NOTES AND SPECIFICATIONS 1. ALL WORK AND WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 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. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 9. 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 PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY 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 OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 198311991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. 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. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS AND SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL 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, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. :45 v i, THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. S-419403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS CITY OF RENTON STANDARD NOTES I- Ir D O U LLJ DATE: 7/25/23 Cn FlELDBOOK: Z) PAGE. O DRAWING NO: z C0.02 Ir SHEET: 3 OF: 10 U rr O CU w I- D O z rr Q U L / / m 3 Q / Q Ln o �El- 0 O NQ / �Q0 C) � 0 o a; U � � N 0CD N Q� 00 PCL. 146340-0079 / Q� off CB-5047 TYPE 1 W/GRATE Y RIM EL-371.39 / 18"CMP(E)IE=367.34 25 MPH 18"CMP(S)IE-367.29 COMM AIN MARK S END BOARD SSCO-5053 FENCE AT NW COR = s LID EL-371.21 CYCLONE FENCE (CAN'T OPEN) n r CB-5244 TYPE 1 0.6'W OF CALC. W/GRATE CORNER RIM EL=370.64 y �.. /11C ONC(S IE=3�3 4 PCL 146340-0075 0 gyp, (� ) R-4 18"CMPENIE-367.69 POWER PAINT MARK CONT TON 187CMP(W)IE=367.59 ( (( PCL. 146340-0082 PCL. 146340-0084 PCL. 146340-0080 PCL. 146340-0083 FOUND 4"X4" CONC MON WITH 2" BRASS DISC BRA POWER AND COMMUNICATION 1 CONC(NE)IE-36 4 / ` R-4 R-4 R-4 R-4 E END CYCLONE DRIVEWA HINT MARKS CONT. TO E SHED FENCE AT W END WITH PUNCH 0.5' BELOW GRADE IN CASE 0.2N X ® o / I 0.2'W OF CL INTX OF SE 143RD ST AND 156TH 1\ F BOARD FENCE 0.4'S AVE SE. (TBM-B) E END WA PAINT MARK N 88 34'22" W 1 ,�95.09 W END CYCLONE FENCE FENCE ° - 1 �� A'\ AT E END BOARD FENCE 7 tl� FENCE o SE 143RD ST � // "� GARAGE d•. .' kF ti \\ „o / F FF - - o F ''F \ x '�. / �` / �F �F 5 � '`° '`�'� 5F �F F,,F �� /I � •;i..�, � `-•� �� / $� oc '` �,, � 7�1 Y�F GAS P ^� "� BRICK WALL �� h / / I I R�. P� : / � ° POWER VAULT �: � SMH-5237 (W 1�F h° ti FIREPLACE ORS / ,F h F c RIM EL=371.96 I 3 1) I \ - �� \ � 8'PVC(N)IE-361.83 O' °'°F �F F ti I 5° \ I \ �� J �9 A 8'PVC(S)IE=361.73 30' ho zC4 CL EALO co V: ') 5 ° I „c�WCR O�AECKl / o\ OUSE 0: rnFF I �F EL=373.6 F 11 & 4„F F 6F \ DECK/ v J N 0co do �F F a�RIDGE I GFZ . EL g� �� Pc4 �� v ST /NSF / 7 7 F I I DRI WAY N w P-ME-r4LH COVER D w \F c �O „F I n.. CB-5092 TYPE 2 W W "F3] of I P W ROUND BOWL GRATE z ° �� '� F � -� � � �• / ° RIM EL=373.57 V O O .• --36� F � 18"CMP(N)IE-366.27 18"CMP(S)IE= 366.02 ° c d� " s F POST FOR ADD ON / 36 > �ti I NW END COMM / hF �� „c „� �Fn� PAINT MARK 7�1WAR NC h of -F �F - v� 6 I RGRND Ll:::.: � _ � of ✓�Q � - �`�� _ 6\ \ of / � � �F\ CA LE �. GP FF y V c°D EW , N � < c e SSMH-5152 RIM EL-370.45 8'PVC(N)IE-356.42 CB #6375, TYPE 2 ° l - - �� F �� F o° F 8'PVC(S)IE=356.27 F :(:r RIM EL=36 .34 F \ \ �F��of 247CMP E IE=357.24 - F F tiF of F eF F 8 S ROUTE RIM EL=36 O 0 F F F „F RIM EL-369.59 24"CMP(W)IE-355.45 \ /F „F „F �Fk ,k F SHOP SIG :::.:.:.:....:..:..: WITH RESTRICTOR 12"DI S IE=339.65 N CB #6382, TYPE I so RIM EL=331.84 12 "CMP(SE)1 E- 328. 82 \ 12"DI(NW)IE=328.81 CB #63781TYPE 2 RIM EL-331.38 24 "P VC(SW) I E= 322.80 TWO STRUCTURES STACKED ON TOP OF EACH OTHER CHANNELED UNDER SECOND CEILING COULD NOT MEASURE IE TO EAST SHOT \ CHANNEL w o I ,e FENCE AP 0.3'N X 0.5'E w w ` N $ SD SD SD D SD SD SD w FENCE "T" CYCLONE FENCE \ \ �� >>� , F BOARD w'G v X D �� X ONCE- X SE 144TH ST (NO e OPEN) �,- m N 88 39'22" W 655.30 FOUND 112" IRON P HE (NO CAP) 0.4' ABOVE GRADE 0.1'N OF CALCULATED CB-5469 G AGE POSITION (REVERSE DOME LID) CB-6343 CB #6376, TYPE 2 RIM EL-363.48 RIM EL-365.28 RIM EL=335.06 24"CMP(E)IE-359.43 24"CMP( )IE=361.43 24"CMP(E)IE-330.83 24"CMP(W)IE=359.23 24"CMP( )IE-361.38 24 "CMP(SW)I E= 330.02 BOARD FENCE "r" CB #6380, TYPE 2 PCL.432460-0020 PCL.432460-0010 PCL.232305-9128 RIM EL-328.55 R-4 R-4 11-4 \24"Off-E�325.07 E END CYCLONE FENCE 24"DI(NNW)IE-32- 5 AT S END BOARD FENCE 24"DI(W)IE=324.70 \ \ FOUND / 3'X " GONG MON WITH TACK 0.4' BELOW GRADE IN ASE 0.6N X 0.2'W OF CL AP IN o CB #6377, TYPE I \ CUL-DE-SAC OF SE 144TH PL RIM EL=330.39 \ 12 "CMP(N)I E- 325. 87 24"PVC(E)IE=259.19 24"DI(E)IE=323.07 Rx 12"DI(W)IE-322.96 36"DI(S)IE=318.12 C " H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting N 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 40 8� Wenatchee, WA 98801 • (509) 293-7731 www.cphconsuItants.cam PLAN IN FEET (right © 2023 CPH Consultants. LLC. All Rights Reserved. 0 CONSTRUCTION PERMIT SUBMITTAL 1 RECORD DRAWINGS o 1 Know what's below. Cal I before you dig. NO. REVISION .......F I 24" RESTRICTOR TOP COMM:: EL 366.69 CYCLONE "F „F VAULT 12" ELBOW IE=364.04 W 59�D24"CMP(W)IE=363.97 i/y 0 w SD Sp � SD'.:.r:::i::... i:.. w x w A5 H X BOARD FENCE - - ,C)R.l,t WAY !�y:: .:::::.:::::::..:...: COMM PAINT \ f:4::Cz....... ..... MARK CONT TO E CYCLONE FENCE N END GAS BUILDING FENCE "r" s5ss ILDI PAINT MARK FOUND 112" IRON PIPE (NO CAP) 0.4' off P ABOVE GRADE 0.2N OF C LCULATED CB-6374 G POSITION RIM EL=368.97 0 2 18"CMP(N)IE=364.77 GAS ARROW PAINT TO E ° 24"CMP(E)IE=363.71 o S PCL.232305-9124 PC .232305-9041 24"CMP(W)IE=363.69 W R-4 R-4 ASPH Rt A:.: ® STOP SSMH-5153 2 RIM EL-369.42 o 8'PVC(N)IE-356.02 0 8'PVC(NW)IE=355.99 12'PVC(E)IE-355.27 ® N. 12'PVC(S)IE=355.22 c.............. c> -i FOUND 1" DIA GONG MON WITH TACK 0. 7' o BELOW GRADE IN CASE 0.2'N X 0.2'W OF CL INTX OF SE 144TH PL AND 156TH AVE SE. SE 144TH PL o N 88 39 22 W 330.00 PCE 1 /7/22 MJH SURVEYED: CSB PCE 8/1/23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH BY DATE APPR APPROVED: THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. SCALE: VERTICAL: NAVD 1988 0 HORIZONTAL: NAD 1983/1991 C T Y 0 R EN TON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SURVEY DATA EXISTING BOUNDARY, TOPOGRAPHIC, AND PLANIMETRIC INFORMATION SHOWN ON THIS PLAN AND OTHERS IN THIS SET WERE USED AS A BASIS FOR DESIGN AND REPRESENT FIELD SURVEY DATA AND MAPPING PREPARED BY MEAD GILMAN LAND SURVEYORS (JOB NO. 20074), AS PROVIDED BY THE PROJECT OWNER, AND DOES NOT REPRESENT WORK BY CPH CONSULTANTS. THE FOLLOWING SURVEY DATA WAS PROVIDED WITH THE TOPOGRAPHIC MAP BY MEAD GILMAN LAND SURVEYORS. HORIZONTAL DATUM WASHINGTON STATE COORDINATE SYSTEM - NORTH ZONE (NAD93191) PER WASHINGTON GEODETIC SURVEY CONTROL POINTS 3764(ID1142227) AND 3765(ID#42133) VERTICAL DATUM NAVD 88 - BASED ON RAPID STATIC GPS MEASUREMENTS WITH BASELINES COMPUTED FROM CORS MONUMENTS BENCHMARKS TBM-A FOUND 4"X4" CONC MON WITH 2" BRASS DOME DISC "LS# 88?92" WITH PUNCH 0.7' BELOW GRADE IN CASE 0.21N X 0.2'W OF CL INTX OF SE 144TH ST AND 156TH AVE SE AND 42.7' SE OF SE PROPERTY CORNER. ELEV = 369.07' TBM-A FOUND 4"X4" CONC MON WITH 2" BRASS DISC WITH PUNCH 0.5' BELOW GRADE IN CASE 0.2'N X 0.2'W OF CL INTX OF SE 143RD ST AND 156TH AVE SE. AND 30' E OF NE PROPERTY CORNER. ELEV. = 370.92' LEGAL DESCRIPTION LOT 1 AND 2, KING COUNTY SHORT PLAT 379074, RECORDED OCTOBER 4, 1979 UNDER RECORDING NO. 7910040704, RECORDS OF KING COUNTY, WASHINGTON. NOTES 1. A 5" ELECTRONIC TOTAL STATION WAS USED FOR THIS FIELD TRAVERSE SURVEY. ALL EQUIPMENT HAS BEEN MAINTAINED IN ACCORDANCE WITH THE MANUFACTURER'S GUIDELINES. ACCURACY MEETS OR EXCEEDS W.A.C. 332-130-090. 2. ALL TITLE INFORMATION SHOWN ON THIS SURVEY WAS EXTRACTED FROM CHICAGO TITLE COMPANY COMMITMENT NUMBER 0177321-16, DATED APRIL 30, 2020. MEAD GILMAN AND ASSOCIATES HAS CONDUCTED NO INDEPENDENT TITLE RESEARCH, AND HAS RELIED WHOLLY ON THE TITLE COMPANY'S REPRESENTATIONS OF THE TITLE'S CONDITION TO PREPARE THIS SURVEY AND QUALIFIES THE MAPS ACCURACY AND COMPLETENESS TO THAT EXTENT. 3. THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DATE INDICATED AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITION EXISTING AT THAT TIME. ALL CONTROL INDICATED AS 'FOUND" WAS RECOVERED FOR THIS PROJECT IN JULY 27, 2020, UNLESS OTHERWISE NOTED. 4. PROPERTY AREA = 179,856t SQUARE FEET. 5. ALL DISTANCES ARE IN U.S. SURVEY FEET AND REPRESENT GROUND MEASUREMENTS. 6. UNDERGROUND UTILITIES WERE LOCATED BASED ON SURFACE EVIDENCE (I.E. PAINT MARKS, SAW CUTS IN PAVEMENT, COVERS, LIDS, ETC.). THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, ELEVATION, AND SIZE OF EXISTING UTILITIES PRIOR TO CONSTRUCTION. 7. TREE SIZES AND SPECIES WERE DETERMINED TO THE BEST OF OUR ABILITY. MEAD GILMAN AND ASSOCIATES DOES NOT WARRANT THE ACCURACY OF THE SIZE AND SPECIES OF ANY TREES SHOWN HEREON, ALL TREE SIZES SHOULD BE VERIFIED BY A TRAINED ARBORISTT, RESTRICTIONS OF RECORDS 1. SUBJECT TO AN EASEMENT(S) FOR THE ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINES AND APPURTENANCES AND RIGHTS INCIDENTAL THERETO, GRANTED TO PUGET SOUND POWER AND LIGHT COMPANY AS RECORDED UNDER RECORDING NO. 809120791. (BLANKET IN NATURE - NOT PLOTTED) 2. SUBJECT TO THE COVENANTS, CONDITIONS, RESTRICTIONS, RECITALS, RESERVATIONS, EASEMENTS, EASEMENT PROVISIONS, DEDICATIONS, BUILDING SETBACK LINES, NOTES, STATEMENTS, AND OTHER MATTERS, IF ANY, AS SET FORTH ON KING COUNTY SHORT PLAT 379074 AS RECORDED UNDER RECORDING NO. 7910040704. (NOTHING TO PLOT). REFERENCES 1. KING COUNTY SHORT PLAT 379074, REC. NO. 7910040704. 2. ROS REC. NO. 20060801900002, VOL. 209, PG. 95 (HELD FOR SECTION SUBDIVISION). 3. CEDAR RIVER 5 ACRE TRACTS, VOL 16, PG 52. 4. ROS REC. NO. 20080930900001, VOL. 253, PG 276. 5. KING COUNTY BLA L09L0017, REC. NO. 20090624900005. 6. LINDA HOMES REC. NO. 5619989, VOL 74 OF PLATS, PG. 6. 7. MC INTIRE HOMESITES, A REPLAT , REC. NO. 4807436, VOL. 58 OF PLATS, PG. 82. S-419404 7--IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS EXISTING CONDITIONS I- O U W DATE: 7/25/23 Cn FIELDBOOK: Z) PAGE: O DRAWING NO: z C0.10 IIr SHEET: 4 OF: 10 Q U 3 0 0 / L / / m 3 Q / Q Ln o �El- 0 O NQ / �Q0 C) � 0 o a; U � � N 0CD N Q� 00 v N CL o r I r, I I � ' O U LU \ O z Qo UCN (4� _ \L o N rQ L CU LEI v, m IN o \ z 0 12 12 6 TYP. � 2 � 298LF PCL 146340-0082 PCL 146340-0084 PCL 146340-0080'. PCL. 146340-0083 R-4 R-4 R-4 R-4 � 7:= -�(- - - _ N 88 34 22 W 595. 09 � :':: !--�---- ---- - - - _ . - _77 14 CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE CONSTRUCTION) REQUIRED NOTICE OF CONSTRUCTION SIGN). 10. MAINTAIN EROSION CONTROL AND SWPPS MEASURES IN ACCORDANCE WITH KING COUNTY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND FLOW CONTROL BMP AREA PROTECTION AS REQUIRED. 11. RELOCATE EROSION CONTROL AND SWPPS MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTANT PROTECTION IS ALWAYS IN ACCORDANCE WITH 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). THE KING COUNTY CONSTRUCTION STORMWATER POLLUTION PREVENTION STANDARDS. 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. C ' H CONSULTANTS Site Planning e Civil Engineering Landscape Architecture e Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuItants.cam 0 2023 CPH Consultants. LLC. All Rights Reserved. 0 CONSTRUCTION PERMIT SUBMITTAL 1 RECORD DRAWINGS 10. Know what's below. Cal I before you dig. N 0. REVISION PCE 1/7/22 MJH SURVEYED: CSB PCE 8/1 /23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH BY DATE APPR APPROVED: SCALE: 1 1 WrE, 16' 1 =1 I CONSTRUCTION NOTES EROSION CONTROL AND TEMPORARY CONSTRUCTION CONSTRUCTION FENCING PER DETAIL ON SHEET C1.100, APPROX. LENGTH PER PLAN SILT FENCE PER DETAIL ON SHEET C1.100, APPROX. LENGTH PER PLAN APPROX. LIMIT OF GRADING REF. TYP. CLEARING LIMITS DETAIL ON SHEET C1.100 TYP. TEMP. SEDIMENT TRAP PER DETAIL THIS SHT. TEMPORARY STABILIZED CONSTRUCTION ENTRANCE PER DETAIL ON SHEET C1.100 E TEMPORARY INTERCEPTOR DITCH PER DETAIL ON SHEET C1.100 IflTEMPORARY CULVERT, S=2% MIN. (UNO) 8❑ PERMANENT STORM DRAINAGE FACILITY, SEE NOTES 2 AND 4 TREE PROTECTION FENCING PER TREE RETENTION PLAN, SEE DRAWING LO.10 1 p CATCH BASIN INLET PROTECTION PER DET. ON C0.04 LEGEND APPROX. LIMIT OF GRADING X X SILT FENCE CONSTRUCTION FENCE TEMPORARY INTERCEPTOR DITCH WITH + ROCK CHECK DAM ROCKERY O INLET PROTECTION NOTES: 1. TEMPORARY CULVERTS, INTERCEPTOR DITCHES, AND CHECK DAMS ARE SHOWN APPROXIMATE. ACTUAL EXTENTS AND LOCATIONS MAY VARY TO FACILITATE SITE CONDITIONS AND ACTIVITIES AT THE TIME OF CONSTRUCTION. 2. ALL PERMANENT STORM DRAIN FACILITIES ACTIVE DURING CONSTRUCTION SHALL BE CLEANED AND/OR REPAIRED TO GOOD WORKING CONDITION PRIOR TO FINAL PROJECT CLOSEOUT. 3. EXISTING UTILITIES SHALL BE PROTECTED DURING CONSTRUCTION. CONTRACTOR SHALL NOTIFY OWNER/ENGINEER OF ANY CONFLICTS WITH PROPOSED IMPROVEMENTS AND/OR CONSTRUCTION. 4. PIPE ENDS AND STRUCTURE OUTLETS IMMEDIATELY UPSTREAM OF INFILTRATION GALLERY SHALL BE TEMPORARILY PLUGGED UNTIL ALL CONTRIBUTING AREAS ARE STABILIZED TO PREVENT SEDIMENT -LADEN RUNOFF FROM ENTERING FACILITY. GRAVEL TRENCHES SHALL BE COVERED AND PROTECTED AT ALL TIMES FROM SEDIMENTATION. SEDIMENT TRAP SIZING: SED TRAP 1 SED TRAP 2 Q2 = 1.575 CFS Q2 = 0. 79 0 CFS Q10 = 2.229 CFS 010 = 1.121 CFS DRY SEASON CONSTRUCTION (MAY 1ST TO SEPTEMBER 30TH) ASSUMES 2 YEAR STORM TRAP 1 SURFACE AREA = 2 x Q2/0.00096 = 3281 SF MINIMUM TRAP 2 SURFACE AREA = 2 x Q2/0.00096 = 1646 SF MINIMUM WET SEASON CONSTRUCTION (OCTOBER 1ST TO APRIL 30TH) ASSUMES 10 YEAR STORM TRAP 1 SURFACE AREA = 2 x Q1010.00096 = 4644 SF MINIMUM TRAP 2 SURFACE AREA = 2 x Q1010.00096 = 2335 SF MINIMUM - �� , ONAL I'. ql� N THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY 0 30 60 PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PLAN IN FEET PROVIDED BY THE CONTRACTOR. VERTICAL: NAVD 1988 ° C TY 0 HORIZONTAL: NAD 1983/1991 R EN TON ° ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY S-419405 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS TESC PLAN I- O U W DATE: 7/25/23 Cn FIELDBOOK: Z) PAGE: O DRAWING NO: z C1.00 IIr SHEET: 5 OF: 10 Q U d rr O U W I- O z It Q C) 7) 6 0 U / 3 T / /m �Q � J / Q LF) o 0 o N_ / LOQ0 0 n 0 o a; U � � N El CD N Q� co r FILTER FABRIC MATERIAL 60" 2"x2"x14 ga. WIRE FABRIC OR EQUIV. 61, 2"x2"x14 ga. WIRE PROVIDE 314" - 1.5" WASHED GRAVEL BACKFILL OR NATIVE SOIL IN TRENCH & ON BOTH S� oP rSIDES OF FI L TER FENCE FABRIC ON THE SURFACE. N \-BURY BOTTOM OF FILTER MATERIAL IN 8"x12" TRENCH. I I 6' MAX. I I u I I "-MIRAFI 10OX OR EQUAL FILTER FABRIC MATERIAL %I- 2"x4" WOOD POST STANDARD OR BETTER OR EQUAL ALTERNATE. STEEL FENCE POSTS. SILT FENCE NOTES 1. FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGE-THER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST. 2. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LINE OF POSTS AND UPSLOPE FROM THE BARRIER. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING IS USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF ABOVE NOTES APPLYING. 7. FILTER FABRIC FENCES SHALL NOT BE REMOVED BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. STANDARD NOTES: A. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. B. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). C. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO BE BURIED. D. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. E. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. F. WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE E. APPLYING. G. THE TRENCH SHALL BE BACKFILLED WITH 314-INCH MINIMUM WASHED GRAVEL. H. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. I. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. MAINTENANCE STANDARDS: 1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 4. SEDIMENT MUST BE REMOVED WHEN THE SEDIMENT IS 6 INCHES HIGH. 5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. TYPICAL SILT FENCE NOT TO SCALE C P H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 - (509) 293-7731 www.c hconsultants.com © 2023 CPH Consultants. LLC. All Rights Reserved. p TEMPORARY DIKES AND SWALES NOTES 1. SEED AND MULCH SHALL BE APPLIED WITHIN 5 DAYS OF DIKE CONSTRUCTION (SEE VEGETATION). 2. THE UPSLOPE SIDE OF THE DIKE SHALL PROVIDE POSITIVE DRAINAGE TO THE DIKE OUTLET. 3. NO EROSION SHALL OCCUR AT THE DIKE OUTLET. PROVIDE ENERGY DISSIPATION MEASURES AS NECESSARY. 4. SEDIMENT LADEN RUNOFF MUST BE RELEASED THROUGH A SEDIMENT TRAPPING FACILITY SUCH AS A POND, TRAP, OR SILT FENCE AS APPROPRIATE TO DRAINAGE AREA SIZE. IL IVIII Y. L/LPTH EARTH OR GRASS LINED 1 L Willy. DEPTH J ROCK LINED 12" COMPACT QUARRY SPALLS NOTES. 1. EARTH OR GRASS LINED DITCHES SHALL HAVE SLOPES OF 6% OR LESS AND A MAXIMUM FLOW VELOCITY OF 5FPS. 2. ROCK CHECK DAMS SHALL BE USED IN EARTH OR GRASS LINED DITCHES FOR SLOPES GREATER THAN 39'. 3. ROCK LINED DITCHES SHALL BE USED WHEN SLOPES EXCEED 6% OR FOR FLOW VELOCITY GREATER THAN 5FPS. MAINTENANCE STANDARDS: 1. ANY SEDIMENT DEPOSITION OF MORE THAN 0.5 FEET SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS DESIGN CAPACITY. 2. IF THE CHANNEL CAPACITY IS INSUFFICIENT FOR THE DESIGN STORM, IT MUST BE DETERMINED WHETHER THE PROBLEM IS LOCAL (E.G., A CONSTRICTION OR BEND) OR THE CHANNEL IS UNDERDESIGNED. IF THE PROBLEM IS LOCAL, THE CHANNEL CAPACITY MUST BE INCREASED THROUGH CONSTRUCTION OF A BERM(S) OR BY EXCAVATION. IF THE PROBLEM IS UNDERDESIGN, THE DESIGN ENGINEER SHALL BE NOTIFIED AND THE CHANNEL REDESIGNED TO A MORE CONSERVATIVE STANDARD. 3. THE CHANNEL SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING OR EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIP -RAP OR AN EROSION CONTROL BLANKET OR NET. TEMPORARY INTERCEPTOR DITCH NOT TO SCALE INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT. AS PER ROAD STANDARDS ------ R = 25' MIN GEOTEXTILE-111 4" 8" QUARRY SPALLS EDGE OF EXISTING ROAD SURFACE PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA L 12" MIN CONSTRUCTION ENTRANCE NOTES: 1. THE STABILIZED CONSTRUCITON EXIT SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REVISE TO KING COUNTY REFERENCE. SEE WSDOT STANDARD PLAN 1-80.10.01 FOR ADDITIONAL DETAIL AND CONSTRUCTION PLAN NOTES. 2.CONSTRUCT STABILIZED CONSTRUCTION EXITS WITH A 12-INCH THICK PAD OF 4-INCH TO 8-INCH QUARRY SPALLS, A 4-INCH COURSE OF ATB, OR USE OF EXISTING PAVEMENT. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION EXIT STABILIZATION. 3. ADDITIONAL ROCK SHALL BE ADDED PERIODICALLY TO MAINTAIN PROPER FUNCTION OF THE PAD. IF THE PAD DOES NOT ADEQUATELY REMOVE THE MUD FROM THE VEHICLE WHEELS, THE WHEELS SHALL BE HOSED OFF BEFORE THE VEHICLE ENTERS A PAVED STREET. THE WASHING SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK AND WASH WATER SHALL DRAIN TO A SEDIMENT RETENTION FACILITY OR THROUGH SILT FENCE. MAINTENANCE STANDARDS: 1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3. ANY SEDIMENT TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON -SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. STREET WASH WATER SHALL BE COLLECTED AND DISPOSED OF AS PROCESS WASTEWATER, OR DISPOSED OF ON -SITE USING APPROVED METHODS/BMPS. 4. IMMEDIATELY REMOVE QUARRY SPALLS FROM THE ROADWAY THAT HAVE BEEN TRANSPORTED FROM THE STABILIZED CONSTRUCTION EXIT. 5. UPON PROJECT COMPLETION AND SITE STABILIZATION, ALL CONSTRUCTION ACCESSES INTENDED AS PERMANENT ACCESS FOR MAINTENANCE SHALL BE PERMANENTLY STABILIZED. STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE BMP C105 0 CONSTRUCTION PERMIT SUBMITTAL PCE 117122 MJH SURVEYED: CSB 1 RECORD DRAWINGS PCE 8/1/23 MJH DESIGNED: JBS • DRAWN: V PCE CHECKED: Know what's below. MJ H Cal I before you dig. N0. REVISION BY DATE APPR APPROVED: ROADWAY IMPROVEMENTS TEMP. DI TCH OR SWALE, PER PLAN ROUGH OR FINISHED GRADE TEMPORARY GRAVEL OUTLET NOTES 1. GRAVEL SHALL BE 518-INCH MINUS WASHED ROCK. A LAYER OF FILTER FABRIC SHALL BE EMBEDDED IN THE GRAVEL. 2. MINIMUM LENGTH IN FEET OF THE GRAVEL OUTLET STRUCTURE SHALL BE EQUAL TO SIX TIMES THE NUMBER OF ACRES OF CONTRIBUTING DRAINAGE AREA. 3. THE INVERT OF THE GRAVEL OUTLET SHALL NOT BE LESS THAN 6 INCHES LOWER THAN THE MINIMUM ELEVATION OF THE TOP OF THE DIKE. 4. WATER SHALL BE DISCHARGED FROM THE GRAVEL OUTLET ONTO AN ALREADY STABILIZED AREA OR INTO A STABLE WATERCOURSE. 5. THE GRAVEL OUTLET STRUCTURE SHALL BE INSPECTED AND REPAIRED AFTER EACH RUNOFF -PRODUCING RAIN. THE GRAVEL MUST BE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED DUE TO SEDIMENT ACCUMULATION AMONG THE GRAVEL. 6' MIN. 12" MIN. 12" MIN. 12" MIN. 0 7i7/�7 / /%/_711/ 1717 r BOT. ELEV.= SEE TABLE NATI VE SOIL OR COMPACTED BACK FILL GEOTEXTILE ni IT/ rr 2" TO 4" ROCK 314" TO 1 %2" WASHED GRAVEL STABILIZE EXPOSED SIDE SLOPES WITH VEGETATION OR EQUIVALENT MEASURES 12" MIN. OVERFLOW 4' MIN. TOP OF BERM DEPTH (TYP.) QUARRY SPALL PROTECTION W.S. ELEV. = SEE TABLE AT OVERFLOW J� L 12" MIN. L 12" MIN. / 2" TO 4" ROCK 3/4" TO 1%2" WASHED GRAVEL NON -WOVEN FILTER FABRIC DISCHARGE TO STABILIZED CONVEYANCE PATH OR APPROVED OUTLET PIPE- c97 Irinni NOTES: " " 1. SQUARE FOOTAGE REQUIREMENT SHOWN AT WEIR WATER SURFACE ELEVATION. 2. TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION. 3. CONTRACTOR MAY PROPOSE ABOVE -GRADE TANK SYSTEM W/PUMP INTAKE AND OUTLET OR SIMILAR MANUFACTURED SEDIMENT REMOVAL/SETTLING SYSTEM EQUIVALENT TO THE DESIGN CAPACITY AND PERFORMANCE OF THE TYPICAL SEDIMENT TRAPS FOR APPROVAL BY ENGINEER. TYPICAL SEDIMENT TRAP DETAIL NOT TO SCALE WORK AREA / VARIES Iz IJ PER PLAN I � ICL to ICL APPROX. LIMIT OF GRADING CONSTRUCTION FENCING (ORANGE PLASTIC) AT EXIST. GRADE UPSLOPE AND DOWNSLOPE OF DISTURBED AREAS AND LEVEL AREAS ADJACENT TO SENSITIVE AREA P� I______ TRACT BUFFER 2'•1 M 6" MAX. EXIST. GRADE 2.� I FINISHED SLOPE, I1` PER PLAN CLEARING LIMITS TYP. SILT FENCE AT EXIST. NOTE: GRADE DOWNSLOPE OF SEE NOTES ON ESC PLAN (SHEET C1.01) FOR ADDITIONAL LIMITS FOR SILT FENCE DISTURBED AREAS (SEE NOTE) LOCATION/PHASING. TYPICAL CLEARING LIMITS NOT TO SCALE CONTINUOUS ORANGE CONSTRUCTION FENCE, TENSAR OR EQUAL I 1-L METAL FENCE POSTS 10' MAX. r- -, OR WOOD STAKE CONSTRUCTION FENCE (TYP.) NOT TO SCALE SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM QUARRY SPALLS L=THE DISTANCE SUCH THAT POINTS A AND B ARE OF EQUAL ELEVATION V. CROSS SECTION ROCK CHECK DAM CHECK DAM NOTES 1. THE MAXIMUM SPACING BETWEEN THE DAMS SHALL BE SUCH THAT THE TOE OF THE UPSTREAM DAM IS AT THE SAME ELEVATION AS THE TOP OF THE DOWNSTREAM DAM. 2. ROCK CHECK DAMS SHALL BE CONSTRUCTED OF 2-TO 4-INCH DIAMETER ROCK. THE ROCK MUST BE PLACED BY HAND OR MECHANICAL PLACEMENT (NO DUMPING OF ROCK TO FORM DAM) TO ACHIEVE COMPLETE COVERAGE OF THE DITCH OR SWALE AND TO INSURE THAT THE CENTER OF THE DAM IS LOWER THAN THE EDGES. 3. LOG CHECK DAMS SHALL BE CONSTRUCTED OF 4- TO 6-INCH DIAMETER LOGS. THE LOGS SHALL BE EMBEDDED INTO THE SOIL AT LEAST 18 INCHES. 4. IN THE CASE OF GRASS -LINED DITCHES AND SWALES, CHECK DAMS SHALL BE REMOVED WHEN THE GRASS HAS MATURED SUFFICIENTLY TO PROTECT THE DITCH OR SWALE THE AREA BENEATH THE CHECK DAMS SHALL BE SEEDED AND MULCHED IMMEDIATELY AFTER DAM REMOVAL. 5. CHECK DAMS SHALL BE CHECKED FOR SEDIMENT ACCUMULATION AFTER EACH SIGNIFICANT RAINFALL. SEDIMENT SHALL BE REMOVED WHEN IT REACHES ONE HALF OF THE ORIGINAL DAM HEIGHT OR BEFORE. ROCK CHECK DAM U , THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. NOT TO SCALE S-419406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS TESC DETAILS O U W DATE: 7/25/23 Cn FIELDBOOK: Z) PAGE: O DRAWING NO: z C1.100 cr SHEET: G OF: O Q V U T N rem ►�Old O U W I- D O z rr Q U 0) 0 0 U i T / I I EXIST. 10" DI WATER MAIN / BPE= 368.67 12 CONN. EXIST. WA 15' PUBLIC UTILITY ESMT. PCL. 146340-0083 R-4 BPE= 368.60 11 58LF 57zL 8" PVC S=40.0093 r----r r PCL. 146340-0082 R-4 PCL 146340-0084 R-4 PCL 146340-0080 R-4 N ,22„ r 88 34 W 595.09 I I i r----------�� 7a BPF368.25 BPE=368.47 BPE= 68.94 PE=369.44 \ 10 9 BPE=369.92 gPE� 370.39 PE-370.8 BPE 371.29 BPE=371.74 BPE= \ 8 �\ 7 / 6 �5 4 3 2 -�� 39LF SSMH90 / \ \ // 1 = 0.0054 RIM = 968.69 368.98 / \� IE(8 S)=36�5 362 70 / 194LF \„ \ I I IE(8"E)=36�5-362 62 �F 8 PVC EXIST. 8" DI IE(8"W)= 5 =� 36 .71 S4 0.0064 j % - \ \ I \ I WATER MAIN N 292LF 8 PVC I LEGEND STORM DRAIN SD TYPE 1 SD CATCH BASIN TYPE 2 SD CATCH BASIN SANITARY SEWER MAIN SS • STANDARD PRECAST SEWER MANHOLE SIDE SEWER SERVICE W/CAP W WATER MAIN WATER SERVICE (PIPE) WATER METER FIRE HYDRANT (FH) N GATE VALVE Y BLOW OFF ASSEMBLY ' AIR -VAC ASSEMBLY W W s s 1 1 ESMH:92::=RIM H9369y 369.41 W 11 o W I W \ W W W W W RIM=�69-&7369.66 IE 8"W-3698363 03 / _ 12� o t W W W - W z I IE(8'E)=369-. 9363.57 („) S - S SS - ��i�- _ 14+d0 I SSMH70 W 13 IE(8 SE)=36z99-3�2.92 sx I S �� IMP SS t--�- li > SS - T 1 - I RIM=3, BS-374.28 LL o I BPE= 367.71 39LF49>LF 8" P C - - - - - X- PGOF' �\ s..°° -1 \ / / I I SS S S$ I IE(8"W)=3§9 §9-359.84 . e - °. .. s �: 59 74 0.0084 P� � - - �: ° . � - e s, a I I IE(8"N) 3§9-�8-3 cS W �o ° ___' - - I IE(8"S)=359.67 " 1 J i _ - �0 \ , CONN. TO EXIST. 8 m SSMH95 00 �O / - / - - - (- �� - - - - PVC SS W/SADDLE ti P RIM=36,g-4r�368.6 N X Q�1� - s / SIDE-SEWER�(T1P.) - MANHOLE o IE(8"N)=363H-2363. 3 e - 36 \ z 14 IE(8"SW)=36J.223 I I BPE-367.65 /4 SD � \� � � ( / 66- 18 gyp_ I, 21 22 / 2�' �364- 1 l PE-369.00 - _ - 24 \ 24 \ - - - - - BPE=369.50 BPE= 6� 9� - / I \ _ o SSMH100 ` _ - - BP-370.42 gPE370.88 / g=371.32 / l RIM=368.48368.52 O I / / I - - \ / / / PE=311.8 B P E - 3 2.28 IE(8"S)=363.;55 363.77 v \, TJCt- Off' PV\C - _ Q \ / \ / _J IE(8 EVE)= �3.61 I� 0.0078 I - - - / \ / 1 58LF o 1 -F8"PVC _ _ _ _ _ \ l S=9.N-8-0.0073 I - = = - - - - - i / - - - \ _ - \ / 1 \ 3 17 Rp- _� \ SSMH105 PE= 36 7.79 \ \ RIM = 469--94369.49 16 IE(8 N)=364.2D -_ = =-------- - 1 364.19 ^ S. E 367.81 3fi - 1 PUBLIC _ 5 ` \ \ / UTILITY ESMT.------------------- =-- / - -------------------------------------------------------------__ _-___ __ ______ - - - \ \ / EXIST- FIRE H/YDRANT-------------------- -- T---------------- ----__-__-- /+--------- ------------------i;__ -- ------ ---------- -------------- - - - - - -.. O- ------- ------ --- --- - :. i �� ✓ ® Fxl_Sr �n" �� IA/A - _ _ ___________364 - - - - - - - - - - - - - --- I\ I SEXIST. FIRE HYDRANT L CT 3 Q L Q Ln o �El- 0C H iQ o Ln j a; CONSULTANTS 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1 /7/22 MJH suRvEYED: � SCALE: „,CAU NAVD 1988 \ Site Planning • Civil Engineering 1 SEWER REVISION PCE 2/27/23 MJH cse HORIZONTAL NAD 1983/1991 El \ Landscape Architecture - Land Use Consulting DESIGNED: N • 2 RECORD DRAWINGS PCE 8/1/23 MJH j \ 11321-B NE 120th Street y DRAWN: Kirkland, WA 98034 - (425) 285-2390 V PCE ONE INCH 101 South Wenatchee Avenue, Suite C3 0 30 60 CHECKED: DATUM AT FULL SCALE Wenatchee, WA 98801 509 293-7731 �� MJH ( I � Know what's b@IOW. - IF NOT ONE INCH www.cphconsuItants.cam PLAN IN FEET Call before you dig. NO. REVISION BY DATE APPR [APPROVED: SCALE ACCORDINGLY 0 Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. THE AS -BUILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN A SSOCIA TES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF ;R; RENTON 0 Planning/Building/Public Works Dept. S-419407 F__1N COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS OVERALL SANITARY SEWER PLAN I- O U LLJ 7/25/23 Cn FlELDBOOK: Z) PAGE: O DRAWING NO C4.00 Ir SHEET: 7 OF: l O U 11 10 9 /8 \ 7 _l 6 15 \� � 4, 627 SF 5, 030 SF 5, 001 SF 5/001 SF � , 001 SF \ 5, 4, 3 2 1 001 SF 4, 0101 SF 2 5, 001� SF 4, 001 SF 5, 001 SF 5,162 SF O BPE=369.1 BPE 368 8 BPE 369.0 8 E=369.4 BPE 369.9 I BPE=370.4 BPE-370.9 BPE=3R1.4 BPE=371.8 BPE=3722 BPE=372.7 T \ 6 RD = Ro - IE=36 7 1 1 IE=36�6 � Ro\ 363.8 364.0 � 364.3 IE=6 1 IE=365.2 1 IE=36�f� ° CV \ 364.2 / \ 1 IE=366-� 1 IE=36?� I ' n I�1 \ / 365.8 365.2 1 I E= 366,E 1 1 E= 3611 O Rp RD RD RD I RD D RD IRD RD D \ _ \ \ 366.4 366.E 366/7 \ - RD RD \ . /+ / \ LRp RD RD RD �_ RD RD - I \ I . - - - - TRACT C - - / o \ RD RD RI V SS 1.440 S -T_ - - - \ - RD - W % II a ° ° °I I s e a a i° ° -- - -- -- -- ROW a/ \ ° ° � ° � sal _ _ -- -- ✓ W I W W ( �- W W\ \ W W / 19F 8" P C I - +oo I I _ `�\ \ I v W W W WI W °W ^ W W W: I 1 12+o�i� / I '�*-00 /W 2SSMH90 SS S- S9-89y 3��$ S `3� I I SS SS-- - / 14+0 0 STA s� 0.0064 F.S��`� I I T SS A SSI SS S S �S SS 292EF_B --PVC- -I p li. - 10+00.27, �5.37 LET - -v - o - - / I I SS SS SS SS I 13 - d. - - 0P ° ° ° ° - - - - '� S= 2 0.0051 c' I I SS II S w 4,212 SF, -- BPE-56B.2 �-= o � a - �g�ROW - � l z S0, rr 14 1 \ 4-1�x°o / - - - -� 364.4- - - N o s IE=364.7 1 U 5,116 SF IE=362 1 1 ° SSMH80 1 IE=365:2 IE=369 6 1 1 I o RD 2 STA 11-+78.95, '�99L4P - - 365.0 365.3 IE=4&$4 1 I IE=366.§ 1 IE=467_�?- 1 BPE=367.6 IE-361 11+79.09, 5.64 RT 36 •6 365.3 366.5 366.3 I / /4 - I I i I5,250 45,177 SF SF JJ 5 \ \ � 22 23 / � / 364- 200 SF 250 SF \ 4,200 SF 5,250- 24 i 25 I i 5,030 SF Cn T ACT - I I BPE= 370. 0 - BP - 370. 5 _ _ - BPE- 370. 9 1, 3, SF I 1 �I I , - - -- - - - / // BPE=371.8 i 1 BPE=372.3 \. 1 SEE C4.02 SSSM TAH95 2 9+71.39, 8.46 LT 9+60 10+00 10+40 10+80 11 +20 11 +60 12+00 12+40 12+80 13+20 13+60 14+00 14+40 14+80 ROAD A 0 U i T L CT /o 3 Q / Q Ln o �El- 0C H iQ Lnr N o� CONSULTANTS N Site Planning • Civil Engineering 0 5 10 El CD Landscape Architecture - Land Use Consulting �\ 11321-B NE 120th Street VERT. IN FEET Kirkland, WA 98034 - (425) 285-2390 00 101 South Wenatchee Avenue, Suite C3 0 20 40 W Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuIto nts.cam HORIZ. IN FEET Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. CONSTRUCTION NOTES SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER O6" COR STD. PLAN 406.1 AND 403.1 SANITARY SEWER MANHOLE TYPE 1 W/FRAME AND COVER O48" PER COR STD. PLAN 400.1 AND 401.1 30 SAWCUT EXIST. PVMT. (SEE NOTE 3) O48" SANITARY SEWER SADDLE MANHOLE W/ CAST -IN -PLACE BASE PER COR STD. PLAN 400.1, 400.6 AND 401.1 NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. PAVEMENT RESTORATION SHAPP COMPLY WITH KING COUNTY ROAD STANDARDS. 4. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 5. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN CONCRETE PAD PER COR STD. PLAN 403.1. 6. ALL SIDE SEWERS SHALL BE INSTALLED AT 2% MINIMUM GRADE FROM THE MAIN TO THE MINIMUM OUTLET q ELEVATION (MOE). THE MOE FOR EACH SIDE SEWER THE AS -BUILT INFORMATION SHOWN ON SHALL HAVE A MINIMUM 2.5 FEET COVER AT PROPERTY THIS PLAN IS PER A FIELD SURVEY LINE OR 3-5 FEET LOWER THAN THE LOWEST HOUSE PERFORMED BY MEAD GILMAN ELEVATION. WHICHEVER IS LOWER PER COR STD. PLAN ASSOCIATES AND/OR RECORD DATA 406.1 PROVIDED BY THE CONTRACTOR. • V Know what's below. Call before you dig. 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1/7/22 MJH sDRvEYED: CSB 1 SEWER REVISION PCE 2/27/23 MJH DESIGNED: JBS 2 RECORD DRAWINGS PCE 8/1/23 MJH DRAWN: PCE CHECKED: MJH N0. REVISION BY DATE APPR APPROVED, SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 ° CITY OF HORIZONTAL: NAD 1983/1991 RENTON DATU M Planning/Building/Public Works Dept. S-419408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 R CROSSING DATA Efl IE 18" SD=365.96 TOP 8��SS=360.:UTILITY TOP 8" SS=360.53 CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER PLAN AND PROFILES I- O U w DATE: �/ FlE a/25/23 U) PAGE: O DRAWING NO: z C4.01 Ir SHEET: 8 OF: 10 U 0� T N rr O U W O z rr Q U 0) N 0 / T BPE= 368.2 0.0054 14 5,116 SF BPE=367.6 40+92.68, 8.50' LT II 40+50.95, 2.50' LT 364.1 IE=46 4.9 1 15 4,751 SF BPE=368.3 16 5,751 SF BPE= 368.3 L - 15' PUBLIC UTILITY ESMT. 58LF -55L 8" PVC s=4.-944& 17 0.0073 5,336 SF BPE= 368.3 39+93.59, 2.75' LT CONSTRUCTION NOTES O6" SIDE SEWER CONNECTION W/CLEANOUT, 2% MIN. SLOPE PER COR STD. PLAN 406.1 AND 403.1 O48" SANITARY SEWER MANHOLE TYPE 1 W/FRAME AND COVER PER COR STD. PLAN 400.1 AND 401. OSAWCUT EXIST. PVMT. (SEE NOTE 3) OSADDLE MANHOLE W/ CAST -IN -PLACE BASE PER COR STD. PLAN 400.6 NOTES: 1. THE INVERT ELEVATION FOR INDIVIDUAL SANITARY SEWER SERVICE CONNECTION STUBS SHALL BE SET A MIN. OF 5 FEET BELOW THE BEARING PAD ELEVATION (BPE). 2. PIPE BEDDING FOR SANITARY SEWER MAIN SHALL BE PER COR STD. PLAN 405. 3. PAVEMENT RESTORATION SUBJECT TO FIELD MODIFICATION BY THE KING COUNTY INSPECTOR. 4. IF THERE IS LESS THAN 12 INCHES SEPARATION BETWEEN UTILITY PIPES AT CROSSING, AN ETHAFORM PAD SHALL BE PROVIDED. 5. SIDE SEWER CLEANOUTS SHALL BE LOCATED IN CONCRETE PAD PER COR STD. PLAN 403.1. 6. ALL SIDE SEWERS SHALL BE INSTALLED AT 2% MINIMUM GRADE FROM THE MAIN TO THE MINIMUM OUTLET ELEVATION (MOE). THE MOE FOR EACH SIDE SEWER SHALL HAVE A MINIMUM 2.5 FEET COVER AT PROPERTY LINE OR 3-5 FEET LOWER THAN THE LOWEST HOUSE ELEVATION. WHICHEVER IS LOWER PER COR STD. PLAN 406.1 nomor- 380 380 ad Q U Q ~NO CLh LL �QO CoC Dco_ W O . . . . . . . . ...... 375 - � rnO_ . . .........3.75 O Q Lo EXISTGROUND AT N ._OU � p ... .. ....... . . po rn ROADWAY (TYP.) +LO ± + + w q O co m C u FINISHED GRADE AT Q z �I �I �, - - - - / 370 ¢ o w ROADWAY (Tl'P.) ¢ �- i 370 cnww -0.907. 0.90% 1.5Q- - -.- ---- .... �' ........ ........ ........ ....... 365 ... ...... ....... _ - _ _ - . - - _ -58LF -55f 8 PVC .. ... Q ...... ...... ..... ........ ..... ........ 365 .. -46 8»PV ....... ..... ............. ii SSMH1 5 ....... 9.49 S=$$1-�� 0.0073 - . . 98-52 ....... ..... ....... . S-9 RIM=3 IE(N)=364.20(OUT) 69.00 364.19 SSM�,=86� 68.52 0.0078 360 RIM=368-48- 363.77 360 = IE(S) 3E3.55IN) 363.61 SSMH95 368.68--- IE(NE)=363.45(OUT) 363.27 RIM=368.42 IE(SW)-=3=2(IN) 363.03 ......... ...... .. ........ . IE(N)=363.12(OUT) 355 ....................:................. ..:...................:....................:................. ..:...................:....................:....................:....................:.....................:......................................:......................................:......................................:....................................... 355 ........ .. ....... EXIST. GRADE AT TRACT ............ .... ...... ............ ........ 350 ......... .. ....... ......... FINISHED GRADE AT TRACT ... ...... .. . .......... ... ..... .. ......... .... ..... ...... . ......... ..... .. ......... 350 Co. LO LO olC �I� �r coN co co oco �o 00 �M QO CO n oo �o �M in 39+60 40+00 40+40 40+80 41+20 41+60 PAT 1 L CT �o /m 3 Q / Q Ln o �El- 0C P H iQ Lnr- o� CONSULTANTS N Site Planning • Civil Engineering El CD Landscape Architecture - Land Use Consulting CN j 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 00 101 South Wenatchee Avenue, Suite C3 iJ Wenatchee, WA 98801 - (509) 293-7731 www.cphconsuItants.cam Copyright© 2023 CPH Consultants, LLC. All Rights Reserved. 6 0 CONSTRUCTION PERMIT SUBMITTAL PCE 0 5 10 1 SEWER REVISION PCE 15- Kn a 2 RECORD DRAWINGS PCE VERT. IN FEET0 20 40 t's below. HORIZ. IN FEET Callbefore you dig. N0. REVISION BY 12 11 10 9 5,634 SF 4,627 SF 5,030 SF 5, 001 SF BPE= 369.2 BPE= 369.1 BPE= 368.8 194LF 1 IE=364.6 192L 8" PVC 364.0 S=19.9099 0.0064 RD = RD RD RD - 1 IE=364. 9 ` R0 \ �363 4-82 1 15' PUBLIC 364.2 � . 0 - - UTILITY ESMT. so oo58LF "-PVTRACT C C - SS SS1, 0093 2 �MH92 SSMH91 S n 1 on 7o cn' oT SlA 4�T ��r, 49+87.34, 2.19' RT cn ; c� n ' RT STA �4�-azz`z8-� r 50+45.64, 1.35' RT / � 13 39LF - S 4,212 SF 08EF 8" PVC BPE=368.2 S 0711 � s 2 SSMH90 Q6-�� STA 50+86.35, 1.35 LT / oOD Q) U O IE=46 4. G 1 (� 363.8 W 1 W of IE=363-& 1 363.9 380 380 Q U 375 O O rl CL O CL Lu 375- 0 a= 0 - Q ^ O O � Q o W FINISHED GRADE A T EXIST. GROUND AT + ^ N o + + 0 LPL, I- z w w ROADWAY (TYP.) ROADWAY (TYP.) 370 ---- _-------- - - - ------ --- -- z ��, 370 0% -1.50q _- ------ 365 58LF 365 F 8" PVC 39LF » 8 PVC S=-G-9 }$4 SSMH 69.66 0.0093 S=98F 0.0054 36_0--_ RIM=369 E R;z 363.57 -363,60 OUT) SSM 369.41 360IE RIM=369 363.03SSMH90 368.98 IE(W)=3�9.9�IN) 362.92 RIM=368.69 36270 IE(SE)=362.90(OUT) IE(S)=367n-(CN) 362.71 IE(NW)=562.65(IN) 362.62 355 IE(E)=362.55(OUT) 355 EXIST. GRADE AT TRACT 350 FINISHED GRADE AT TRACT 12 350 o d N N. �''�i �°'rl i �',:� �°',rn Do �'o �O'o �'0) 0 �',vi 0 0' �',vi �'oi o o D6 CO co rn �',ap 49+20 49+60 50+00 50+40 50+80 51+20 51+60 7/22 MJH SURVEYED: CSB 27 23 MJH DESIGNED: JBS '1/23 MJH DRAWN: PCE CHECKED: MJH DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M PAT 2 �s oNA THE AS- UILT INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN ASSOCIATES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF RENTON Planning/Building/Public Works Dept. S-419409 7 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER PLAN AND PROFILES O U LLJ DATE: �/E /25/23 U) Fla PAGE O DRAWING NO: z C4.02 SHEET: 9 OF: 1 0 U T N I— rr O U W I— U) O Z rr Q U w Q z ff w DocUSrgn Envelope ID 345B681D-914F•4F2D-AB59.7C192D3B78A3 5' 1 j NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A, ,B, ,C, ,D, ,E. 48" MH 48 6" MIN. !VMIN 24" MIN. 21" I D 54 MH 54" 8" MIN 5 5" MIN 1 24" MIN 24" I.D 50 MH 60 1 8" MIN 6" MIN 42 MIN 30 I D NOTES, 1 STEPS ARE TO BE IN PLACE. BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE . 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE .COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 2O' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400.1 ,•.j�� PUBLIC WORKS STANDARD SANITARY MANHOLE Y 26/202 . DEPARTMENT Martin Pastucha eO. DATE_ C P H CONSULTANTS Site Planning • Civil Engineering Landscape Architecture - Land Use Consulting 11321-B NE 120th Street Kirkland, WA 98034 - (425) 285-2390 101 South Wenatchee Avenue, Suite C3 Wenatchee, WA 98801 • (509) 293-7731 www.cphconsuItants.com © 2023 CPH Consultants. LLC. All Rights Reserved. 1 12, EXISTTNG PIPE WN CAST -IN -PLACE CONCRETE BASE UNDER PRE -CAST SADDLE MANHOLE SECTION s ► j ° Al — rr.. W. " 1 NEW PIPE _ I-- t f I I r.. TOP VIEW -+�--OIAMEIER VARIES REMOVE UPPER HALF OF THE - EXISTING PIPE (PVC PIPE ONLY) SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE OPEN PIPE CHANNEL 'RECAST SADDLE AANHOLE SECTION )-4"(W) X 8"(H) X 16"(L) )LID CONCRETE BLOCKS IINIMUM) I REBAR PRECAST SADDLE MANHOLE SECTION -BUILD THE CHANNEL FLUSH WITH BOTTOM OF PIPE AND SHELF AT SLOPE = }` PER FOOT OR 29 (TYP ) / NEW PIPE CAST -IN -PLACE CONCRETE BASE POURED 4" ABOVE THE SOLID CONCRETE BLOCKS (MINIMUM 12" THICK) (4)-4"(W) X 8"(H) X 16"(L SOLID CONCRETE BLOCKS �'tl''�Y'�!• (MINIMUM ) 1- CAST -IN -PLACE CONCRETE '--- COMPACTED SUBGRADE WITH 6" BASE POURED 4" UNDER CRUSHED ROCK OR ADDITIONAL SEWER MAIN AT A MINIMUM OF FOUNDATION ROCK TO SUPPORT 10" THICK STRUCTURE NOTES. 1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES 2 NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE 3 CAST -IN -PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE 4 PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE SIZE AND TYPE 5 PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIEL0004T 100 OR APPROVED EQUAL, COLOR SHALL BE WHITE 6 THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4"(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED .ON COMPACTED SUB -GRADE 7 THE UPPER HALF OF THE EXISTING PIPE (PVC PIPE ONLY) SHALL BE REMOVED WHILE THE BOTTOM SHALL REMAIN AS THE CHANNEL OF THE NEW MANHOLE, 8 THE CAST -IN -PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN THE MINIMUM DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2' 5 P-,LAN - 400.6 PUBLIC WORKS SADDLE MANHOLE "PP��° '�i� DEPARTMENT WITH CAST -IN -PLACE BASE Martin PaStuc6/202 ..eNwom� DACE .�i r--I-r--------1 I EX. SEWER MAIN PROPERTY LINE _- -SPOOL I (LENGTH AS NEEDED) i I i X-O' MIN 6" SEWER STUB i i n FUTURE 4" SIDE SEWER I I I I I I I 2"x 4" STUD MARKING POST PAINTED I I I 6' CAP WHITE WITH THE WORD "SEWER" STENCILED SEWER MAIN TEE % 6" TEE i i I IN 3" HIGH BLACK LETTERS AND p6 WIRE i i I SIDEWALK i ? WRAPPED AROUND THE. STUD AND I I I EXTENDED TO THE TOP OF THE STUD COUPLING TYP I I I I r 6"X6"X6" SURFACE CL€ANOUT WITH CAST IRON RING AND COVER o (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR = APPROVED EQUAL, SPECIFY 'SEWER" ON LID), c� CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I z CONCRETE PAD TO BE 8" IN DEPTH ------------------------ BEND AS �� g" REQUIRED EXISTING SANITARY -a SEWER MAIM �-2 pR MIN SLOPE FUTURE a SIDE SEWER SEWER STUB 6'X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC h C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE-ORILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. I PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5• COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB S PLAN •406.1 �• PUBLIC WORKS APP -sly DEPARTMENT INSTALLATION Martin PaStUahOV26/202 (SEWER MAIN TO PROPERTY LINE) f w.,wrm,xr.w DATE a m Know what's below. Call before you dig. 1 12: i 12:5 BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART DN 23 1/16' (586mm) D[A BC (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA. [635mm] 1• 3/4' 1 25m13 C19mm] B 3!4' 2 112" C222mri] 164mm] TYP COVER SECTION VIEW 26 1/2' DIA C673mm] 25 1/4D1A C641mm] 1 1/16' 1/4' (6mm) D1A 127mm] NEOPRENE GASKET 1 I 1152mm] 23 3/8' DIR CL OPEN C16mm] C594mm] 27 5/16' DiA (694mm] 34 1/8' D1A COVER BOTTOM VIEW BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS RUBBER WASHER BOLTING DETAIL 1/4' C6m " r [27mml 13mm] 1!B' LR3mm] GASKET GROOVE DETAIL C867mm1 NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL, 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER") STD. PLAN - 401.1 .• PUBLIC WORKS SEWER MANHOLE FRAME AND COVER �'+ fin/ y1�, DEPARTMENT (CITY_OWNED� Martin PastucTTA26/2°2 So.. DATE ..�i r--I-r--------1 I EX. SEWER MAIN PROPERTY LINE F I I I zF116 AS NEEDED) i I S-0' MIN I rl b WER STUB FUTURE 4" SIDE SEWER ----------I I II I I 2"x 4" STUD MARKING POST PAINTED I I 6' CAP WHITE WITH THE WORD "SEWER" STENCILED TEE % 6" TEE iIN 3" HIGH BLACK LETTERS AND N6 WIRE SIDEWALK i ?WRAPPED AROUND THE. STUD AND I I ' EXTENDED TO THE TOP OF THE STUD l ` COUPLING TYP I I I I I r 6"X6"X6" SURFACE CL€ANOUT WITH CAST IRON RING AND COVER o (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), c� CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I z CONCRETE PAD TO BE 8" IN DEPTH ------------------------ L___1 BEND AS 1R g" REQUIRED EXISTING SANITARY SEWER MAIN —2 py; MIN SLOPE FUTURE 4" SIDE SEWER '*-6" SEWER STUB 6'X6"X6" WYE FUTURE 6"x 4" REDUCER SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL), B CONCRETE MAIN -- CUT IN A NEW PVC 'TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC k C900 PVC MAIN - CUT IN NEW TEE USING RIGOR COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE --DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12' DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. T PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5• COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 X SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB S . PLAN • 406.1 �• PUBLIC WORKS INSTALLATION APP sly► DEPARTMENT Martin PastuCh@V26/202 (SEWER MAIN TO PROPERTY LINE) nawra �m:w,nw DATE 0 CONSTRUCTION PERMIT SUBMITTAL PCE 1/7/22 MJH SURVEYED: CSB 1 RECORD DRAWINGS PCE 8 1 23 MJH DESIGNED: JBS DRAWN: PCE CHECKED: MJH NO. REVISION BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 12: VERTICAL: NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M - RECESSED LIFT POCKET 3/4" LETTERING "SEWER" SEWER (2) BOLT SOC. (ALLEN HEAD) 5/8" - 11 X 1 5 STAINLESS C� o © STEEL REF PART #00981177 1-3/16" 1D-1/2" 5/8'. 1 /4'� 12-1 /2"--�j - 2-1/4" BOLT DETAIL. -A$T IRON RING AND COVER SEE NOTE 3 45- (1/8) BEND A,0 46, �-- 45' (1/8) BEND Not to Scale FRAME DIAMETER I 1'-D" SAND OR EXPANDABLE FOAM PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NOTES, 1 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC No 3698 (PRODUCT NO 00369803) OR APPROVED EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY 2 IN UNIMPROVED AREAS, POUR A 8" THICK, 3'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER 3 INSTALL ASPHALT COLLAR PER STANDARD PLAN 106 PUBLIC WORKS 8" OR 6" CLEANOUT STD. PLAN -4Li3.i u .I .. y. DEPARTMENT FOR SANITARY SEWER MAIN Martin PastuCflfi/26/2020 48O DATE rUILT ATHE AS -INFORMATION SHOWN ON THIS PLAN IS PER A FIELD SURVEY PERFORMED BY MEAD GILMAN ASSOCIATES AND/OR RECORD DATA PROVIDED BY THE CONTRACTOR. CITY OF RENTON ° Planning/Building/Public Works Dept. 12:! S-419410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CARNOUSTIE COURT SANITARY SEWER IMPROVEMENTS SANITARY SEWER DETAILS O U W DATE: �/ FlE a/25/23 U) PAGE O DRAWING NO: z C4.100 rr SHEET: 1 O OF: 1 O U