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p • 1• U 0 0 0 z z N 3 0 N W a 0 z N N U U 1-1 z p z w z z 0 z x W zz J Renton ® Uval,ma -.neon Garden Inn I .nh an Jim, Hendrix Memonal^t� 'nD0 RTN Heritage Park Best western Plus Rail Inn Leisure Estates ell Moblle Home Park a /j� Sunnydale Mobile - HOme PaHl I O N MEADOWS nlnn I on -Seattle Vly Medl © sea s - �E. h BENSON HILL QQ a huan First W3` G utlwara Singh U East Ramon Highlands - Lb- H oh Srhool 0 Maplewood col( Clo-e If PROJECT SITE MAPLEWDOD I --gh H,gn Scnooi Fa mo d L b- [y Q feway sE9..o.1,,,., FA RW OC[ Falmood Meeker Middle School© St Stephen the Martyr SE 192n1A sE 1- Sr SE 192nd s. Q SE 192na s� Csoogle VICINITY MAP NOT TO SCALE CONSULTANTS ARCHITECT: K+ ARCHITECTS 10317 8TH AVE NE SEATTLE, WA 98125 (509) 336-9200 CONTACT: JOHN KAY CIVIL: PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. SURVEYOR: SAM 15241 NE 90TH ST, SUITE 100 REDMOND, WA 98052 (425) 823-5700 CONTACT: ZANE NALL, PLS GEOTECHNICAL CONSULTANT: ASSOCIATED EARTH SCIENCES INCORPORATED 911 5TH AVE KIRKLAND, WA 98033 (425) 827-7701 CONTACT: BRUCE GUENZLER, L.E.G. BASIS OF BEARINGS HELD A BEARING OF NORTH 78'42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM NAD '83/'11 - WASHINGTON STATE PLAN NORTH ZONE. VERTICAL DATUM NAVD '88 PER CITY OF RENTON BENCH MARK DESIGNATION NO. 2677. N I I mmkll 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM BENCH MARK ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRIAL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE SE. ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TBM 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TBM 'B' SET REBAR AND RED AXIS CONTROL CAP t3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TBM 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TBM 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 S7E �SSIONAL Zt EW LIFE CHURCH OFFICE ADDITION VI CI. CONt;TRUCTION II PER�/ RENTON, KING COUNTY, WASHINGTON LEGAL DESCRIPTION THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75'42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13'01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75'42'00" WEST 139.00 FEET; THENCE SOUTH 13'42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02*08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; E NO. PERMIT REVISIONS #1 UTILITIES STORMWATER CITY OF RENTON 1055 S GRADY WAY, 6TH FLOOR RENTON, WA 98057 WATER/SEWER CEDAR RIVER WATER & SEWER DISTRICT 18421 SE PETROVITSKY RD RENTON, WA 98058 ELECTRIC: PUGET SOUND ENERGY CONTACT: TBD COMMUNICATIONS: COMCAST 410 VALLEY AVE NW PUYALLUP, WA CONTACT: IAN HULSEY SITE DATA ZONE: R-14 (RESIDENTIAL 14 DU/AC) RC (RESOURCE CONSERVATION) PARCEL NO.: 232305-9021 SITE AREA: 55.14 ACRES (0.58 ACRES OF TOTAL DISTURBED AREA) OWNER NEW LIFE CHURCH 15711 152ND AVE SE RENTON, WA 98058 (425) 226-0880 CONTACT: CAL CARPENTER APPLICANT PACLAND 6814 GREENWOOD AVENUE N. SEATTLE, WA 98103 (206) 522-9510 CONTACT: WILLIS LIU JEFF CHAMBERS, P.E. REVISION CONDITIONS OF LAND USE PERMIT (LUA23-0003300) 1. THE APPLICANT SHALL COMPLY WITH THE MITIGATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NON -SIGNIFICANCE MITIGATED, DATED JUNE 3, 2024: A. THE APPLICANT SHALL COMPLY WITH THE RECOMMENDATIONS OF THE SUBSURFACE EXPLORATION, GEOTECHNICAL ENGINEERING, AND STORMWATER INFILTRATION FEASIBILITY REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES, INC. DATED JANUARY 31, 2024, AND ANY FUTURE ADDENDA. B. THE APPLICANTS GEOTECHNICAL ENGINEER SHALL REVIEW THE PROJECTS CONSTRUCTION AND BUILDING PERMIT PLANS TO VERIFY COMPLIANCE WITH THE GEOTECHNICAL REPORT(S). THE GEOTECHNICAL ENGINEER SHALL SUBMIT A SEALED LETTER STATING THEY HAVE REVIEWED THE CONSTRUCTION AND BUILDING PERMIT PLANS AND IN THEIR OPINION THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORT(S). C. THE APPLICANT SHALL SUBMIT AN INADVERTENT DISCOVERY PLAN (IDP) PREPARED BY A QUALIFIED PROFESSIONAL PRIOR TO THE START OF ANY CONSTRUCTION. THE APPLICANT SHALL PROVIDE NOTIFICATION TO TRIBES' CULTURAL COMMITTEE PRIOR TO THE START OF CONSTRUCTION. 2. THE APPLICANT SHALL SUBMIT AN UPDATED LANDSCAPE PLAN PREPARED BY A LICENSED LANDSCAPE ARCHITECT OR NURSERYMAN THAT DEMONSTRATES SITE -WIDE COMPLIANCE WITH THE LANDSCAPE REGULATIONS IN RMC 4-4-070. THE UPDATED LANDSCAPE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE OF A BUILDING PERMIT. 3. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE REFUSE AND RECYCLING SIZE, LOCATION, AND SCREENING REQUIREMENTS PRIOR TO ISSUANCE OF A BUILDING PERMIT. 4. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE BICYCLE PARKING REQUIREMENTS PRIOR TO ISSUANCE OF A BUILDING PERMIT. 5. THE APPLICANT SHALL SUBMIT A LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION THAT ADEQUATELY PROVIDES FOR PUBLIC SAFETY AND CREATES VISUAL INTEREST TO THE BUILDING AND SITE. PEDESTRIAN SCALED LIGHTING SHALL BE PROVIDED AT THE PRIMARY ENTRANCE AND ACCENT LIGHTING ON BUILDING FACADES. IN ADDITION, THE PARKING AREA SHALL ALSO CONTAIN ADEQUATE LIGHTING TO ENSURE SAFETY AND SECURITY. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT A SITE -WIDE PEDESTRIAN CIRCULATION PLAN THAT SPECIFICALLY IDENTIFIES A CONNECTION BETWEEN THE PROPOSED BUILDING AND THE MAIN CAMPUS BUILDING. THE PEDESTRIAN CIRCULATION PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE ISSUANCE OF THE BUILDING PERMIT. GENERAL NOTES 1. SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED THE PROJECT SPECIFICATIONS, CURRENT DOT SPECIFICATIONS, AND LOCAL AGENCY STANDARDS WHICH ARE HEREBY REFERENCED AS PART OF THESE PLANS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY SAM, DATED AUGUST 2024. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS, INCLUDING ANY UTILITIES THAT WERE NON -LOCATABLE AND/OR UNMARKED, SUCH AS PVC, CLAY, HDPE, OR CONCRETE, PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. THIS MAY INCLUDE POTHOLING, SCOPING, OR GRAVITY PENETRATING RADAR (GPR) AT THE CONTRACTOR'S EXPENSE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 4. ALL NECESSARY INSPECTION AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICES. 5. SITE WORK FOR THIS PROJECT SHALL BE CONSTRUCTED PER THE APPROVED, SIGNED CONSTRUCTION PLANS. ELECTRONIC FILES SHALL NOT BE CONSIDERED CONSTRUCTION DOCUMENTS UNLESS SPECIFICALLY STATED AS SUCH AND HANDLED IN ACCORDANCE WITH THE BID DOCUMENTS. SIGNED PAPER PLANS SHALL TAKE PRECEDENCE OVER ELECTRONIC FILES. 6. THE CONTRACTOR SHALL MAINTAIN A SET OF THE CONSTRUCTION PLANS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 7. THE CONTRACTOR SHALL PROVIDE THE ENGINEER OF RECORD A DETAILED AS -BUILT SURVEY FOR THE FOLLOWING SITE CONSTRUCTION IMPROVEMENTS: • ALL REVISIONS TO THE CITY APPROVED CONSTRUCTION PLANS. • ALL UNDERGROUND UTILITIES INCLUDING BUT NOT LIMITED TO STORMWATER, SANITARY SEWER, WATER, ELECTRICAL, ETC. PROVIDE RIM AND INVERT ELEVATIONS FOR ALL STORMWATER AND SANITARY STRUCTURES. It SPOT ELEVATIONS FOR ALL CURB RAMPS, ADA PARKING AND ACCESSIBLE ROUTES FROM THE BUILDING TO THE RIGHT-OF-WAY AND FROM PARKING AREAS TO THE BUILDING. PACLAND 1/27/2025 ZLN oaaen� WL MB w�®JAC BY DATE APPR 8WM AS SHOWN Oli NON l� !ILL JOKE F wa oK Mox JOKE AOOOIE+11i1Y w�mo we 0M DATUM CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E DRAWING INDEX SHEET NO. DRAWING TITLE CV-1.0 COVER SHEET CV-1.1 PACLAND GENERAL NOTES CV-1.2 CITY OF RENTON NOTES 1 OF 5 TOPOGRAPHY SURVEY 2 OF 5 TOPOGRAPHY SURVEY 3 OF 5 TOPOGRAPHY SURVEY 4 OF 5 TOPOGRAPHY SURVEY 5 OF 5 TOPOGRAPHY SURVEY D-1.0 OVERALL DEMOLITION AND ESC PLAN D-1.1 DEMOLITION AND ESC PLAN D-1.2 DEMOLITION AND ESC PLAN D-1.3 DEMOLITION AND ESC PLAN DR-1.1 OFF -SITE DEMOLITION AND ESC PLAN DR-1.2 OFF -SITE DEMOLITION AND ESC PLAN D-2.0 EROSION CONTROL DETAILS D-2.1 EROSION CONTROL DETAILS C-1.0 OVERALL SITE PLAN C-1.1 SITE PLAN C-1.2 SITE PLAN C-1.3 SITE PLAN CR-1.1 OFF -SITE IMPROVEMENTS PLAN CR-1.2 OFF -SITE IMPROVEMENTS PLAN CH01 CHANNELIZA11ON PLAN CH02 CHANNELIZA11ON DETAILS IL01 ILLUMINATION NOTES AND LEGEND IL02 ILLUMINATION PLAN IL03 ILLUMINATION DETAILS IL04 ILLUMINATION DETAILS TS01 TRAFFIC SIGNAL GENERAL NOTES & LEGEND TS02 TRAFFIC SIGNAL MODIFICATION PLAN TS03 TRAFFIC SIGNAL TERMINATIONS TSO4 TRAFFIC SIGNAL POLE CHART TDO1 TRAFFIC SIGNAL DETAILS TD02 TRAFFIC SIGNAL DETAILS C-2.0 OVERALL GRADING AND DRAINAGE PLAN C-2.1 GRADING AND DRAINAGE PLAN C-2.2 GRADING AND DRAINAGE PLAN C-2.3 GRADING AND DRAINAGE PLAN CR-2.1 OFF -SITE GRADING AND DRAINAGE PLAN CR-2.2 OFF -SITE GRADING AND DRAINAGE PLAN C-3.0 OVERALL UTILITY PLAN C-3.1 UTILITY PLAN C-3.2 UTILITY PLAN C-3.3 UTILITY PLAN CR-3.1 OFF -SITE UTILITY PLAN CR-3.2 OFF -SITE UTILITY PLAN P200 UNDERGROUND PLUMBING PLAN C-5.0 SANITARY SEWER DETAILS C-6.0 STORM DRAINAGE DETAILS C-6.1 STORM DRAINAGE DETAILS C-7.0 WATER DETAILS C-7.1 WATER DETAILS C-7.2 WATER DETAILS C-8.0 PAVING AND SITE DETAILS C-8.1 SITE DETAILS CR-9.0 OFF -SITE DETAILS CR-9.1 OFF -SITE DETAILS CR-9.2 OFF -SITE DETAILS L1.00 OVERALL SITE PLAN L1.01 PLANTING PLAN BUILDING L1.02 LANDSCAPE PLAN FRONTAGE L1.03 PLANTING PLAN PARKING LOT L1.04 PLANTING DETAILS L1.05 PLANT IMAGES L2.00 OVERALL IRRIGATION PLAN L2.01 BUILDING IRRIGATION PLAN L2.02 FRONTAGE IRRIGATION PLAN L2.03 IRRIGATION DETAILS 1 OF 2 SITE PHOTOMETRIC PLAN 2 OF 2 LUMINAIRE SCHEDULE R-432401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ln 7- N 0 0 N U 0 0 0 0 N Q SURFACE WATER UTILITY DEVELOPMENT ENGINEERING �' _ IL JFarah 03/11/2025 yqi 03/18/2025 W U REGIONAL FIRE AUTHORITY 711REW" APPROVED cthomas 03/11/2025 U NEW LIFE CHURCH /27/2025 W 15711 152N D AVE SE �asooie awwa wk COVER SHEET CV-1 .0 w ■@i! OR z m • 1• LLJ LJ_ J LLJ z U O 0 0 Z Z N 3 0 i W a 0 Z 04 N U F U 1-1 p Z W i Z 0 z x 3 W a z J DEMOLITION NOTES 1. CONTRACTOR IS TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AS NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 2. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 3. ABANDONED PIPES LOCATED OUTSIDE BUILDING PAD DEMOLITION LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED UTILITIES ARE GROUTED AND CAPPED. EXISTING SUBSURFACE IMPROVEMENTS AND DEBRIS WITHIN THE BUILDING PAD DEMOLITION AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 4. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. EROSION CONTROL NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 3. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 4. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 5. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 6. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 7. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. 8. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 10. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 11. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. 12. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. 13. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. 14. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 15. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 16. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN THE NUMBER OF DAYS SPECIFIED BELOW SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH: WEST OF THE CASCADE MOUNTAIN CREST DURING THE DRY SEASON (MAY 1 - SEPT. 30): 7 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 2 DAYS EAST OF THE CASCADE MOUNTAIN CREST, EXCEPT FOR CENTRAL BASIN DURING THE DRY SEASON (MAY 1 - SEPT. 30): 10 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 5 DAYS CENTRAL BASIN (WHERE MEAN ANNUAL PRECIP. IS LESS THAN 12") EAST OF THE CASCADE CREST DURING THE DRY SEASON (MAY 1 - SEPT. 30): 30 DAYS DURING THE WET SEASON (OCTOBER 1 - APRIL 30): 15 DAYS 17. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. 18. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORM WATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 19. DUST ON THE SITE SHALL BE CONTROLLED PER LOCAL JURISDICTIONAL AIR QUALITY REQUIREMENTS. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 20. REFER TO THE SURFACE STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 21. REFER TO THE CONSTRUCTION STORMWATER GENERAL PERMIT (CSWGP) FOR PROJECTS OVER 1 ACRE IN DISTURBED AREA. 19 A MAIN111,06 LAND 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM 10, ��GI STER�� �SSIONAL _1 SITE NOTES 1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. 4. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. 6. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. 7. REFER TO PROJECT SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. 8. ALL ON -SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. 9. PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED TRAFFIC WHITE (DOUBLE COAT) 10. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 11. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 12. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 13. ALL VERTICAL CONSTRUCTION SHALL MAINTAIN 10' MINIMUM SEPARATION FROM OVERHEAD POWER LINES. CONTRACTOR TO NOTIFY ENGINEER IMMEDIATELY IF CONFLICT EXISTS AND PRIOR TO CONSTRUCTION OF THE VERTICAL ELEMENT INCLUDING, BUT NOT LIMITED TO, LIGHT POLE BASES AND TRAFFIC SIGNAL STANDARDS. STORM DRAINAGE NOTES 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE DUCTILE IRON PIPE (AWWA C151) TO SUSTAIN H-20 LOADING. 4. ALL ON -SITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. 9. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS AND FOOTING DRAINS TO PROPOSED STORM DRAINS AS SHOWN. 11, CONTRACTOR SHALL CONFIRM STRUCTURE CONSTRUCTABILITY WITH MANUFACTURER PRIOR TO DELIVERY AND INSTALLATION. E NO. PERMIT REVISIONS #1 GENERAL UTILITY NOTES 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, SIDEWALKS, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES. 4. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 6. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 7. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). 8. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 9. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 10. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 11. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 12. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. 13. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. 14. PRIVATE SEWER CONSTRUCTION: ON -SITE BUILDING SEWERS OUTSIDE OF THE PUBLIC SEWER EASEMENT ARE PRIVATE. CONSTRUCT ACCORDING TO BUILDING DEPARTMENT PLUMBING CODE. 15. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND SHALL BE SDR 35 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. GRADING NOTES 1. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 2. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 3. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL OR AS OTHERWISE NOTED TO MEET LOW IMPACT DESIGN REQUIREMENTS. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1 V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 4. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE IBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 5. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 6. ALL POLLUTANTS OTHER THAN SEDIMENT ON -SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 7. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 8. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 9. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 10. PROPOSED GRADES SHALL BE LIMITED TO: 10.1. ACCESSIBLE PARKING STALLS AND LANDINGS 10.1.1. 2.0% IN ANY DIRECTION 10.2. ACCESSIBLE PEDESTRIAN PATHS 10.2.1. 2.0% CROSS -SLOPE 10.2.2. 5.0% RUNNING SLOPE REVISION PACLAND BY I DATE APPR ZLN oaaen� WL oMwk MB aeon JAC AS SHOWN Oli NON l� !ILL JOKE F � oK Mox JOKE AOOOIEKIiIY WATER NOTES 1. ALL CONSTRUCTION/INSTALLATION OF WATER MAINS SHALL BE DONE IN A SAFE, NEAT AND WORKMANLIKE MANNER, AND UNDER SUPERVISION BY UTILITY PROVIDER FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATING AGENCIES MUST BE MET. 2. WATER MAIN PIPE MATERIAL SHALL BE CLASS 52 DUCTILE IRON PIPE OR AS OTHERWISE ALLOWED BY THE AGENCY HAVING JURISDICTION. 3. ALL ELBOWS/BENDS ON WATER MAINS SHALL BE MECHANICALLY RESTRAINED WITH CONCRETE THRUST BLOCKING OR AS OTHERWISE ALLOWED BY THE AGENCY HAVING JURISDICTION. 4. A DEPTH OF 36" FROM FINISHED GRADE TO THE TOP OF THE WATER MAIN IS REQUIRED. PLACING WATER LINES SHALLOWER THAN 36" IS PROHIBITED. 5. ALL NEW PIPES MUST BE PROPERLY FLUSHED, PRESSURE TESTED, AND CHLORINATED BY THE CONTRACTOR, AND INSPECTED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. 6. ALL BACKFLOW PREVENTION DEVICES (DOUBLE CHECK BACKFLOW PREVENTORS, REDUCED PRESSURE BACKFLOW PREVENTORS, PRESSURE AND ATMOSPHERIC VACUUM BREAKERS, ETC.) MUST BE APPROVED BY THE UTILITY PROVIDER AND LISTED ON THE STATE APPROVED BACKFLOW PREVENTION DEVICES. 7. ALL NEW CONNECTIONS TO EXISTING WATER MAINS REQUIRE ISSUANCE OF A PUBLIC WORKS PERMIT AND INSPECTION BY THE CITY OR GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO BACKFILLING. 8. BACKFLOW PREVENTION DEVICES SHALL BE CONSTRUCTED OF CORROSION RESISTANT MATERIALS. 9. EXTERNAL WATER METER AND BACKFLOW PREVENTION VAULTS SHALL BE GASKETED IN AREAS OF HIGH GROUNDWATER OR NEAR STORMWATER MANAGEMENT FACILITIES AS REQUIRED BY THE UTILITY PROVIDER, CONTRACTOR TO CONFIRM. 10. BACKFLOW DEVICES SHALL INCLUDE DRAINS OR HEATED BOXES IF DIRECTED BY THE AGENCY HAVING JURISDICTION. CONTRACTOR TO NOTIFY THE PROJECT ENGINEER IF THE PLANS DO NOT SHOW THESE ITEMS. Y_ 0111_l;f&1avivl= I:i►1011=; 1. ALL CONSTRUCTION/INSTALLATION OF SANITARY SEWER MAINS SHALL BE DONE IN A SAFE, NEAT AND PROFESSIONAL MANNER, AND UNDER SUPERVISION OF CITY FORCES AT ALL TIMES. ALL SAFETY REQUIREMENTS FROM OSHA AND OTHER STATE REGULATORY AGENCIES MUST BE MET. 2. THE MINIMUM SIZE FOR PUBLIC SEWER MAINS SHALL BE 8" DIAMETER. ALL SANITARY SEWER PIPING SHALL BE SCHEDULE D3034 (SDR 35) PVC OR AS OTHERWISE REQUIRED BY THE AGENCY HAVING JURISDICTION. MINIMUM PIPE DIAMETER FOR PRIVATE LATERALS IS 6" AND OF SCHEDULE D3034 PVC OR EQUAL. ALL SANITARY SEWER LATERALS MUST BE PROPERLY MARKED AT ENDS. 3. CONNECTIONS INTO THE EXISTING SANITARY SEWER MAINS REQUIRE ISSUANCE OF PUBLIC WORKS PERMIT AND INSPECTION BY THE LOCAL JURISDICTION PRIOR TO BACKFILLING. 4. ALL NEW SANITARY SEWER PIPES AND MANHOLES MUST BE THOROUGHLY CLEANED, INSPECTED AND PRESSURE/VACUUM TESTED AS REQUIRED BY UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION. ALL TESTS MUST BE WITNESSED AND PASSED BY THE UTILITY PROVIDER AND GOVERNMENTAL AGENCIES WITH JURISDICTION PRIOR TO PLACING INTO OPERATION. 5. THE CONTRACTOR SHALL PROVIDE TO THE UTILITY PROVIDER ANY GUARANTEE OR WARRANTY NORMALLY FURNISHED WITH THE PURCHASE OF ANY MATERIALS USED IN CONNECTION WITH THE PROJECT AT HAND. m DATUM CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E 0 0 0 0 N Q R-432402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' IL yqi 03/18/2025 NEW LIFE CHURCH 1/27/2025 Lij 15711 152N D AVE SE �asooie o�wa Mo► PACLAND GENERAL NOTES CV-1 .1 w ■!Eh OR z m • 1• LLJ z U O 0 0 Z Z / 3 0 i W a 0 Z 04 i W U Z 0 z W _ / Z 0 0 x 3 vi w a z J CITY OF RENTON TREE PROTECTION NOTES PROTECTION MEASURES DURING CONSTRUCTION: PROTECTION MEASURES IN THIS SUBSECTION SHALL APPLY FOR ALL TREES THAT ARE TO BE RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: 1. CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 2. FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE -QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, `NO TRESPASSING -PROTECTED TREES,"OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. 3. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREES DRIP LINE. 4. IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. 5. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (1) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. (ORD. 5676, 12-3-2012) 6. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. (ORD. 5676, 12-3-2012) 7. MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. 8. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO PROVIDE EQUAL OR GREATER TREE PROTECTION. (ORD. 5676, 12-3-2012) CITY OF RENTON EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. 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. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS 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 PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES 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 PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30 OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. 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. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. 19 A RAIN111,06 LAND 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM A�o� �SSI0NAL CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. 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. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 ZLN gwm AS SHOWN WL oMwk MB CF�I®t JAC pi m NO. REVISION BY DATE APPR wmm swu "0°°"0"01Y SW1/4OFS237T23N, R 5 E Ln 7- N 0 0 N U 0 0 0 0 N Q R-432403 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �'IL _ yqi 03/18/2025 U U CITY OF NEW LIFE CHURCH 1/27/2025 +� RENTON 15711 152N D AVE SEPAM DATUM ono Na Planning/Building/Public Works Dept. CITY OF RENTON NOTES C V -1 .2 alas cR LJj z MATTERS OF RECORD RAINIER TITLE ORDER NO. 810974RT - 9/15/2022 8:00 A.M 1. TAX EXEMPTION TPN:232305-9021-07 2. SPECIAL TAXES 3. LIABILITY FOR PERSONAL TAXES IF ANY 4. UNRECORDED LEASEHOLDS, IF ANY 5. MATTERS AFFECTING SECURITY INTEREST 6. DEED OF TRUST RECORDED UNDER RECORDING NUMBER 20210505000930 7. EASEMENT RECORDED UNDER RECORDING NUMBER 1154579 8. EASEMENT RECORDED UNDER RECORDING NUMBER 5151370 9. EASEMENT RECORDED UNDER RECORDING NUMBER 7605060559 10. EASEMENT RECORDED UNDER RECORDING NUMBER 7802060562 AND #7802060563 11. TEMPORARY EASEMENT UNDER RECORDING NUMBER 8002270121 12. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190316 13. EASEMENT RECORDED UNDER RECORDING NUMBER 8502190322 14. RIGHT TO MAKE NECESSARY SLOPES RECORDED UNDER RECORDING NUMBER 9001041071 15. EASEMENT RECORDED UNDER RECORDING NUMBER 9303312387 16. DECLARATION OF COVENANT RECORDED UNDER RECORDING NUMBER 9307091537 17. SENSITIVE AREA NOTICE RECORDED UNDER RECORDING NUMBER 9308300442 18. EASEMENT RECORDED UNDER RECORDING NUMBER 9403311030 19. EASEMENT RECORDED UNDER RECORDING NUMBER 9404071219 20. SENSITIVE AREAS NOTICE ON TITLE RECORDED UNDER RECORDING NUMBER 9801070292 21. EASEMENT RECORDED UNDER RECORDING NUMBER 9905190312 22. MEMORANDUM OF LEASE RECORDED UNDER RECORDING NUMBER 20000406000521 AND AMENDMENTS #20100616000447, #20020524000988 23. MEMORANDUM OF SUB -LEASE RECORDED UNDER RECORDING NUMBER 20030815001494 24. SENSITIVE AREAS NOTICE RECORDED UNDER RECORDING NUMBER 20010726002144 25.EASEMENT RECORDED UNDER RECORDING NUMBER 20040426002198 26. AGREEMENT RECORDED UNDER RECORDING NUMBER 20050630002642 27.EASEMENT RECORDED UNDER RECORDING NUMBER 20091007000046 28.EASEMENT RECORDED UNDER RECORDING NUMBER 20100120000403 29. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100120000562 30. AGREEMENT RECORDED UNDER RECORDING NUMBER 20100223000155 31. EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000156 32.EASEMENT RECORDED UNDER RECORDING NUMBER 20100223000157 33.EASEMENT RECORDED UNDER RECORDING NUMBER 20101230000591 34.EASEMENT RECORDED UNDER RECORDING NUMBER 20110419000730 35.MATTERS SET FORTH BY SURVEY RECORDED UNDER RECORDING NUMBER 20210210900001 36.EASEMENT RECORDED UNDER RECORDING NUMBER 20220629001658 37. ANY CHANGE IN THE BOUNDARY OR LEGAL DESCRIPTION OF THE LAND DESCRIBED HEREIN, DUE TO A SHIFT OR CHANGE IN THE COURSE OF MADSEN CREEK. 38. RIGHTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, NAVIGATION, RECREATION & FISHERIES. LEGAL DESCRIPTION OF AFFECTED PARCEL ALL THAT PORTION OF THE HEREINAFTER DESCRIBED 'PARCEL A' LYING NORTHERLY OF A LINE BEGINNING AT A POINT OPPOSITE HIGHWAY ENGINEER'S STATION (HEREINAFTER REFERRED TO AS HES) 367+97.93 ON THE SR 169 SURVEY LINE OF SR 169, CEDAR GROVE PARK VICINITY TO MAPLEWOOD GOLF COURSE VICINITY, AND 155.51 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 368+65.07 THEREON; THENCE NORTHERLY TO A POINT OPPOSITE HES 368+73.00 ON SAID SURVEY LINE AND 120 FEET SOUTHERLY THEREFROM; THENCE WESTERLY PARALLEL WITH SAID SURVEY LINE TO A POINT OPPOSITE OF HES 370+25 THEREON; THENCE NORTHERLY TO SAID HES 370+25 AND THE END OF THIS LINE DESCRIPTION. THAT PORTION OF THE WEST ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY; EXCEPT THAT PORTION OF SAID WEST ONE-HALF, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23, WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN, 390.27 FEET TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" WEST ALONG SAID FENCE, 1010.22 FEET; THENCE NORTH 75°42'00" WEST, 139.00 feet; THENCE NORTH 13°42'00" WEST, 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE, 1313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY, AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NUMBER 251237; AND EXCEPT THAT PORTION AS DEEDED TO KING COUNTY BY RECORDING NUMBER 9001041071; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23. LEGAL DESCRIPTION OF AFFECTED PARCEL TPN:232305-9021-07 THAT PORTION OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 23, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING SOUTHERLY OF THE SOUTH MARGIN OF THE RENTON-MAPLE VALLEY HIGHWAY, AS ESTABLISHED BY INSTRUMENT RECORDED UNDER RECORDING NO. 1760648; EXCEPT THAT PORTION OF SAID WEST HALF DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID SECTION 23 WITH THE SOUTH MARGIN OF SAID HIGHWAY; THENCE SOUTH 75°42'00" EAST ALONG SAID MARGIN 390.27 FEET, TO AN EXISTING FENCE; THENCE SOUTH 13°01'15" EAST ALONG SAID FENCE 1,010.22 FEET; THENCE NORTH 75°42'00" WEST 139.00 FEET; THENCE SOUTH 13°42'00" WEST 274.24 FEET TO THE WEST LINE OF SAID SECTION 23; THENCE NORTH 02°08'15" EAST ALONG SAID WEST LINE 1,313.66 FEET TO THE POINT OF BEGINNING; AND EXCEPT ANY PORTION LYING WITHIN THE PARCEL OF LAND CONVEYED TO LOUIS A. WOHLMAN AND STELLA WOHLMAN, HIS WIFE, BY DEED RECORDED DECEMBER 4, 1958 UNDER RECORDING NO. 4970773; AND EXCEPT ANY PORTION THEREOF LYING WITHIN THE PARCEL OF LAND CONVEYED TO MARION K. DAVIS BY REAL ESTATE CONTRACT AND FULFILLMENT DEED RECORDED DECEMBER 20, 1961 AND DECEMBER 2, 1964 UNDER RECORDING NOS. 5366494 AND 5817922; AND EXCEPT THE EAST 20 FEET OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23, LYING SOUTHERLY OF THE RENTON-MAPLE VALLEY HIGHWAY AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THE NORTH 20 FEET OF THE EAST 20 FEET OF THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SAID SECTION 23 AS CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 251237; AND EXCEPT THAT PORTION CONDEMNED IN KING COUNTY SUPERIOR COURT CAUSE NO. 702958; AND EXCEPT THAT PORTION CONVEYED TO KING COUNTY FOR ROAD BY DEED RECORDED UNDER RECORDING NO. 9001041071; AND EXCEPT THAT PORTION CONVEYED TO THE STATE OF WASHINGTON FOR SR 169 BY DEED RECORDED UNDER RECORDING NO. 9303312386; REFERENCE SURVEYS 1) SP - KING COUNTY SHORT PLAT, AQUA BARN AFN 20010831900002 (REC. OF K.C.) 2) CONDO - RIVER VALLEY, A CONDOMINIUM AFN 20040630003386 (REC. OF K.C.) 3) ROS - RECORD OF SURVEY AFN 20111101900002 (REC. OF K.C.) 4) WSDOT - R.O.W. PLAN, SR 169-MP 20.78 TO MP 23.69, DATED JAN. 1986 SOUTHWEST CORNER OF SECTION 23 2" IRON PIPE W/BRASS DISK CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) 1 _ 0 0 WEST Y4 CORNER SECTION 23 a0o 3 STONE W/'X' cNo CALCULATED POSITION PER (SP/CONDO/ROS/WSDOT) _ �O N N rCOi L �. o `r a N N oa U I Z J .� FOUND PUNCH IN 3" BRASS v DISK STAMPED "KING COUNTY Ci SURVEY MONUMENT 3960 1995" � I / (6/15/2022) w o BOUNDARY/CONTROL EXHIBIT N86°43'15"W 1288.35'(SP/CONDO) \ ---------------------- SHEET 2 - N z SHEET 2 SHEET 3 I ISHEET 4 I I I I SHEET 5 I I I I L- N75°4j'35»w 61 g. 62 iSP) I I � I I I I `ogcc 00 po� I I I I I SE 15,37,x pL o TRACT '& 0 100' 200' GRAPHIC SCALE BASIS OF BEARINGS HELD A BEARING OF NORTH 78°42'42" WEST BETWEEN KING COUNTY MONUMENT DESIGNATION 3960 & 3961. HORIZONTAL DATUM CITY OF RENTON NAD '83/'11 - WASHINGTON STATE PLANE NORTH ZONE VERTICAL DATUM NAVD '88 PER CITY OF RENTON BENCH MARK DESIGNATION NO. 2677 BENCHMARKS ORIGINATING BENCHMARK: CITY OF RENTON BENCH MARK ID NO. 2677 - BRASS DISC WITH PUNCH IN CONCRETE MONUMENT AT CENTERLINE OF CEDAR RIVER TRAIL, ±350 FEET WEST OF INTERSECTION OF SR169 AND 131ST AVE. SE ELEVATION: 81.4206 ADDITIONAL BENCHMARKS: PER KING COUNTY POINT DESIGNATION 3961 FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 31.54 AND KING COUNTY POINT DESIGNATION 3960 FOUND PUNCH IN 3" BRASS DISK STAMPED "KING COUNTY SURVEY MONUMENT 3960 1995" ELEVATION: 103.48 TEMPORARY BENCHMARKS: TB 'A' TOP OF FOUND PUNCH IN 3" BRASS DISK IN CONCRETE MONUMENT STAMPED "KING COUNTY SURVEY MONUMENT 3961 1995" ELEVATION: 106.42 TB 'B' SET REBAR AND RED AXIS CONTROL CAP f3.5' SOUTHEASTERLY OF NORTHEAST CORNER OF DRIVEWAY FOR 14937 MAPLE VALLEY HWY. ELEVATION: 104.54 TB 'C' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 108.00 TB 'D' RR SPIKE IN W. FACE OF UTILITY POLE ELEVATION: 107.32 BOUNDARY NOTE THE PROPERTY BOUNDARIES SHOWN HEREON HAVE BEEN COMPILED FROM VARIOUS PUBLIC SOURCES AND HAVE NOT BEEN ESTABLISHED BY FIELD SURVEY. THEY ARE SHOWN HEREON TO AID IN THE INTERPRETATION OF THE MAP AND SHOULD NOT BE RELIED UPON AS A BOUNDARY SURVEY. EQUIPMENT NOTES PRIMARY CONTROL POINTS AND ACCESSIBLE MONUMENT POSITIONS WERE FIELD MEASURED UTILIZING GLOBAL POSITIONING SYSTEM (GPS) SURVEY TECHNIQUES USING LEICA GS14 GPS/GNSS EQUIPMENT. MONUMENT POSITIONS THAT WERE NOT DIRECTLY OBSERVED USING GPS SURVEY TECHNIQUES WERE TIED INTO THE CONTROL POINTS UTILIZING LEICA ELECTRONIC 1201 TOTAL STATIONS FOR THE MEASUREMENT OF BOTH ANGLES AND DISTANCES. THIS SURVEY MEETS OR EXCEEDS THE STANDARDS SET BY WACS 332-130-080/090. NOTES THE INFORMATION DEPICTED ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY CONCLUDED ON JUNE 21, 2022 AND, MARCH 28, 2023 AND, JULY 25, 2024 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. THIS SURVEY DISCLOSES FACTORS OF RECORD AND ON THE GROUND AFFECTING THE SUBJECT PROPERTY BOUNDARY, BUT IT DOES NOT PURPORT TO LEGALLY RESOLVE RELATED PROPERTY LINE DISPUTES. WHERE AMBIGUITIES ARE NOTED, AXIS RECOMMENDS THAT THE OWNER CONSULT WITH LEGAL COUNSEL TO DETERMINE HOW BEST TO INTERPRET THEIR PROPERTY RIGHTS AND ADDRESS ANY POTENTIAL PROPERTY LINE DISPUTES. UTILITY LOCATIONS SHOWN HEREON ARE BASED UPON ASBUILT FIELD LOCATION OF EXISTING STRUCTURES. FIELD LOCATION OF UTILITIES BASED ON LOCATOR PAINT MARKINGS AND LOCATIONS BASED ON UTILITY MAPS FROM CITY AND UTILITY DRAWINGS INDICATING REPORTED UTILITY INSTALLATIONS. OTHER UTILITIES MAY EXIST. NO SUB -SURFACE EXPLORATION WAS MADE TO VERIFY UTILITY ROUTINGS AND THE ROUTING OF ALL BURIED UTILITIES SHOULD BE CONFIRMED WITH THE UTILITY PURVEYOR AND EXPOSED IN AREAS CRITICAL TO DESIGN FOR VERIFICATION. 1' CONTOUR INTERVAL DERIVED FROM DIRECT FIELD OBSERVATION. THIS SURVEY MEETS UNITED STATES NATIONAL MAP ACCURACY STANDARDS FOR VERTICAL ACCURACY OF ONE HALF THE CONTOUR INTERVAL. R-432404 PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON SDMH 1265 TBMTBM 'B' RIM 105.02 .54 12" CPP IE 99.94 N 24" CPP IE 99.72 E \ a 24" CPP IE 99.66 SW P \ p 4"D RIM 104.12 12" CONC IE 84.37 SE 24" CONC IE 84.37 N&S CENTER CHANNEL RIM 104.26 8" PVC IE 94.78 W 24" CONC IE 94.78 N&S CENTER CHANNEL GATE / TPN: 2323059118 I I I I I I I I I I I I I � •NR.R• (ABAND O 4 ° P 2493 , 1249 , o 0",1 D SD BASIS -KING CoVN MEAS 104 SD Eigl,��NGST % \ 4"D oP 4»p SD a a P 0 1 gi 12,12COT 10,8D \n 12 A 59 SD PST 8,>A OHW1-�oP a ° OHW1-67 8"A `�\ SS OH W1-65 16"A CULV 241N"CMP N IE = 99.97' OHW1-64 \ (314"D 12",14"A --- --- --- OHW1-63 0 1 OH W1-62 ®`rO RIM 104.38 12" CPP IE 102.17 S 5"D 3"D LEASE SIGN OHW1-66 \oP\ 14"A % SSMH 1327 RIM 102.05 i 12" PVC IE 92.13 E&NW Ime]�Ii. 0 2" 2» 2» 2» 2» 2» 2"D 4"D N%r. CC�� 142'42sw d d V OH W1-60 1.,102 OHW1-58 N7 5.41,35»W oP 14"A 14"COT , 12"COT � OHW1-57 SS 20"A SS 0 OHW1-56 SS, 8 A 14"D- 20" OH W1-55 0 OHW1-54 OHW1-53 z POWER JUNCTION BOX 0-0 STREET LIGHT YARD LIGHT TELECOMMUNICATIONS MANHOLE GUY ANCHOR >-! UTILITY POLE W/ LIGHT, UNDERGROUND CONDUIT & TRANSFORMER UTILITY POLE W/ TRANSFORMER & UNDERGROUND CONDUIT TRAFFIC SIGNAL POLE -0- UTILITY POLE TRAFFIC SIGNAL BOX SANITARY SEWER MANHOLE ❑ CATCH BASIN STORM DRAIN MANHOLE IT GAS VALVE r SIGN ELECTRICAL BOX < CULVERT FIRE HYDRANT m ICV IRRIGATION CONTROL VALVE m WATER VALVE -PST POST ❑ TELECOMMUNICATIONS RISER WETLAND FLAG LEFT/RIGHT TURN ARROW RIGHT/THROUGH ARROW THROUGH ARROW c::C= ROCKERY RETAINING WALL D DITCH LINE SS SANITARY SEWER LINE SEWER LINE (PER CITY GIS) SD STORM DRAIN LINE ____OP— OVERHEAD POWER LINE P POWER LINE T TELECOMMUNICATIONS LINE FO FIBER OPTICS LINE C CABLE LINE W WATER LINE G GAS LINE X X X CHAIN LINK FENCE LINE (CLFNC) WOOD FENCE LINE (BFNC) — — — WETLAND ° a 12"A ALDER a CONCRETE PAVING 12"COT COTTONWOOD 12"D DECIDUOUS 12"M MAPLE ASPHALT PAVING 12"CY CHERRY 104 N O 7SHEET 2 ��� SHEETS 1' —— — J SHEET 4 SHEET 5 ♦ L- 1_1 • • • r SHEET INDEX (N.T.S.) • • • • N�5.41' i \SP� iN�S 41, •• \wSDO7) i • • r 0 20' 40' GRAPHIC SCALE r \ • • r Al • N APLE VALLEY 1I"Y co •� r •W r CB 1244 i \4"D RIM 104.84 • 0 12" CPP IE 103.01 S r a - 4» D i �S a P 0 • D ° • NO STRUCTURE FOUND • SD P • a 4"D • \ 5„ ° a P •• MAPLE SD v oP ° P o ALLEY x SD a 4"D\ • l OHW1-50 8» 6>, 104 4 0 4 D •r SD a a P • N1-51\4"D r _ 1 Q2 SD P • 4"D • ool _OHW1-48 -- OHW1-45 6"D SD 4, _ OHW1-47 �� • „p _ - 102 - \ \ ' — — SD ° SS ",10"D \ a� OHW1-46 g» 10"COT 8,> � , SD • ° a 8" SS 16"A \ OHW1-44 • 16",6"A 8» �� \ SD 8" 8„p 8„A • 12"COT \ OP • % • 10", 5"SA S �,j - 10"D OH W1-43 10"COT N1418 25 E S , SSMH 1405 6",4"A 15.0014",14"A RIM 103.42 8",8"COT-/ S • 12" PVC IE 92.95 E&W SS OHW1-42 �• 8",8"COT 16" CENTER CHANNEL OHW1-41 Sj UTILITY VAULT 16"A • SS / ♦ • SS OHW1-40 / • • ",4" 2" 2"D knxlomm�_ OP 8"D 0 6"D106 OHW1-39 i • • TPN: 2323059021 • OHW1-38 i ♦ • • OHW1-37 • • • • r • • r • �j SS\ R-432405 GRAVEL SURFACE 12"F FIR PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON CALCULATED SECTION CORNER E 4 PROJECT: NEW LIFE CHURCH �� CALCULATED QUARTER CORNER [7,,,-7LvAg <Q� TM CAL CARPENTER1 lqt M LLI I I I I I I I I I I I I I I I I I I I I I I � I I I W I � a� I � SSMH 2190 89 z \ RIM 105.07 RIM 105.24 co I r SSA CB 2159 c�0 \ RIM 104.86 CB 2158 • SSMH 2188 r \ RIM 105.20 SD SD RIM 104.78 ND • \ CB 2160 r ° r � RIM 105.07 �r MAPLE VAL \ 8 2157 SIDEWALK CLOSED USE OTHER SIDE a `SS RIM CB 104.67 LEyljil,�, N.R.R, <ABANDO 4"D ♦ NED� ® °� • \4»D r UNKNOWN CB 2156 P \4" D i \ LIDS �Q ° RIM 104.55 6"D 4",4",2",2"D a SD CB 1225 ° P • RIM 105.11 ° ° Q a I SD °r ° 6" D 12" CPP IE 102.15 S p a ° Op 4„D TRAFFIC �4"D `� y CONTROL CABINET 1 ° OHW1-43 • SD a r 1 6»D Ir \ ° a 4",14"A r; OP SD ° 1 a \ 4 D p MAPLE VAL I \ 70, ° a SD ° 1 N LEy H CB 2155 4"D .�' CB 216, I RIM 105.87 ° SS OHW1-42; 0 8»D OP ° a ° 1 \6„D RIM 105. 2 oa OHW1-41 S$ UTILITY VAULT0 6 D106 SD N7 ° • 5 ¢� 35 ° 16"A SS o SD w 293 25, ° SS 0 OHWSDMH 1196 , 1-40 / RIM 105.80 Op SD CB 1045 / • SS 12" CPP IE 100.69 N RIM 105.60 rn a i 24" CPP IE 100.35 S SD a 12" CMP IE 103.40 S FOUND PUNCH IN 3" BRASS I N Q 3 OHW1-39 ♦ <: DISK IN CONCRETE MONUMENT I Nvl ♦ 24" CPP IE 100.30E "KING KING COUNTY W • 24" CPP IE 100.25 W - SD � .' I I I • TPN: 2323059021 '� a SURVEY MONUMENT 3961 1995" ♦ .,.Y TM W ;< ♦ GATE :.........., Op D 104 I B A I • SS EL:106.42 S l X (/ / ) \�04\ a a OHW1 38 XS 4 D \ / • + X\; "..;` ::_:,: NEW LIFE 4 T I 3 W� � SD .......5s. CHURCH SIGN 0. SD, W SSMH 1150 �� \� 4»D T I �- RIM 107.88 x S X 1 4"D - I I W • 12" PVC IE 93.98 E&W \x \ _ 06 P SD ° • CENTER CHANNEL \�` N14'18'25"E ----pp ® 7 rr 20.00' X�x SS X\ OP SD \ • X o CB 2154 SS I♦ x\x N75 4SD J'35» �__� I G I 06 RIM 106.10 6'CLFNC SS x 142 74, W OPT CROSSWALK PEDESTAL I (PIPE TO EAST) �a G • M 1P� 05.24 SS x�X R T' ° 12" CMP IE 102.04 N \S\x p I P I a Gam- -T 24" CPP IE 100.35E �X 0 24" CPP IE 100.32 W SDMH 2191 S X ` p ® ° LEGEND RIM 106.11 iC ° POWER JUNCTION BOX Q ROCKERY 12" DI IE 101.23 SE S oa 18" DI IE 101.42 E 3 ° 106' \ �❑ STREET LIGHT RETAINING WALL 24" CPP IE 101.03 W - - - - - \ a 0 - YARD LIGHT - - - D DITCH LINE TRAFFIC CONTROL CABINET \ I TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE `PO ° \ OP - LAWN SHEET 2 GUY ANCHOR SEWER LINE (PER CITY GIS) TURNBACK LINE UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE f 0 E T_ I CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE UTILITY POLE W/ TRANSFORMER & P POWER LINE \� ° / 110 J I UNDERGROUND CONDUIT T TELECOMMUNICATIONS LINE NO OUTLET TRAFFIC SIGNAL POLE FO FIBER OPTICS LINE u / a / -0- UTILITY POLE C CABLE LINE SSf / / TRAFFIC SIGNAL BOX W WATER LINE N01 *43'08"E RIM 105.34 6"M .38' CTR CHANNEL IE 94.79 0 \/ I I � SANITARY SEWER MANHOLE G GAS LINE 36'( El CATCH BASIN X X X CHAIN LINK FENCE LINE (CLFNC) 8" PVC (IN S.) SDMH 1020 SHEET 4 I Q❑ STORM DRAIN MANHOLE ❑ WOOD FENCE LINE (BFNC) 12" PVC (IN E. OUT W.) ° p RIM 105.49 0 SGAS IGN VALVE - - - WETLAND 10"M � 12" CPP IE 101.94 W ri a 12"A ALDER CL oa TOP CTRL STRUCTURE 102.75 ELECTRICAL BOX ° CONCRETE PAVING 12"COT COTTONWOOD RIM 104.54 U a BTM STRUCTURE 99.18 < CULVERT ° 0 12"D DECIDUOUS 12" CPP IE 101.50 S FIRE HYDRANT 12"M MAPLE 12" DI IE 101.50 NW ° SHEET 5 I CELL TOWER M ICV IRRIGATION CONTROL VALVE ASPHALT PAVING 12"CY CHERRY x a c) CB 1021 M WATER VALVE -PST POST I o °Qa RIM 104.57IE - - - - - - - ❑ TELECOMMUNICATIONS RISER ` ' ±:' GRAVEL SURFACE 12"F FIR " x 12" CPP E 102.31 E PIPE W CAPPED WETLAND FLAG N75 41 35 W 9.82 Q °a LEFT/RIGHT TURN ARROW 6'CLFNC 10"M O CALCULATED SECTION CORNER I RIGHT/THROUGH ARROW ° 8 oa SHEETINDEX THROUGH ARROW CALCULATED QUARTER CORNER 24" CPP OUTFALL INTO x Q Q POND AREA WAS NOT (N.T.S.) ACCESSIBLE AT TIME OF 6'POST FENCE CONT. N. MAPPING (LOCATION I 'SPEED BUMPS' 5 MPH DEPICTED IS APPROXIMATE) a x � � RIM 105.61 � 13.5' DBL SWING GATE X�X�X12" CPP IE 101.71(IN S.) 12" CPP IE 101.71(OUT N.) PS � / X�X�X- X- d' 8"M CB X�x O y - X X X X XCB (10309) X X X X ° a RIM 109.59 X X X- -% X-/X PS��� RIM 109.81 � 0 20' 40' GRAPHIC SCALE 12 CPP IE 104.08(SE.) 6"M 12" 0 " CPP IE 104.81(S.) 0 0 ° _ --------------------------------- --------------- ., --------------------- ----- ------------------------------------------------,�--------------------------------- = - - -----�-----------------I--1-��----------------- PORTION 1 2 SW 1 4, OF N / , SEC 23, TWP 23N., RGE 5E., W.M. SEE SHEET 4 CITY OF RENTON, KING COUNTY, WASHINGTON REV# DESCRIPTION OF REVISION DATE BY LEE PROJECT: NEW LIFE CHURCH #1 ADD PED BUTTON AND UNDERGROUND POWER AT INTX 0 1fAS8 C TM CAL CARPENTER #2 ADDED TRAFFIC LOOPS, ADDED CITY OF RENTON BENCHMARK 12/04/24 ZN N c�Q` o� 15241 NE 90th Street, Suite 100 JOB NUMBER: 22-097 Redmond,d WA 98052 DATE: 12/10/24 #3 ADD UTILITY LIDS BY SIZE, TRAFFIC POLES, AND SIDEWALK JOINTS 12/10/24 JM Office: 425-823-5700 SCALE: 1" = 20' # 4 '�0 094 email: info@sam.biz SURVEYOR: ZLN SS,j CISTE� �' TECHNICIAN: JM / TJO / ERM #5 0AL L DRAWING: 22097_C3D PAGE: 3 OF 5 -----------------------------------/ - -------------- -lu ---------------------------- 6"DT SHEET 2 a -1 GRA I RIM 109.33 SHEETS O 12" CPP IE 103.56(E.) 12" CPP IE 103.47(NW.) I o SD SD I I a SPEED PUMP \ SHEET 4 / o a SHEET 5 I 4"DT 4"DT a I I P P L- - - - - - - - - 'CAUTION SPEED BUMPS AHEAD' a 8„IT SHEET INDEX - I \ (N.T.S.) RIM 109.44 I 12" CPP IE 104.45(N.) 12" CPP IE 104.51(S.) I l� a SPEED PUMP ° 8"DT N a a 'CRITICAL AREA' P P 4"DT a p (10P P ` 8»DT 'CAUTION SPEED BUMPS AHEAD' / I CB 939 / RIM 109.60 12" CPP IE 105.77(OUT N.) /a 0\ / �6"DT I I ✓ I I i _ SPEED PUMP RIM 110.46 12" CMP IE 108.10(OUT NE.) 3.5' SPLIT RAIL FENCE RIM 110.14 12" CMP IE 107.26(IN SW.) 18" CPP IE 107.26(OUT E.) 4"DT =4"DT 12" CPP IE 107_M(t4--Z, 18" CPP IE 106.88(IN W. 18" CPP IE 106.81(OUT E. P SEE SHEET 3 - ------------ - - - - -----------------------------------,r--------------------------------------- - - - - -------------- - - -- ----------- - - -,-- --7 --------------------- rl 11 6 M o a a o 4 M RR SPIKE IN W. FACE ° OF UP ELEV=108.00 ° PST �- 6"M 10" DIA. BOX ICV M ICV a 12"M ° d I SDMH 1 52 T-1 RAT � M iCV I \ RIM 109.37 O SPEED LIMIT , ° STOP' a a � 12" CPP IE 101.57(IN W.) �_ 25 MPH' 24" CPP IE 101.52(IN S.) -SD Sp 24" CPP IE 101.47(OUT NW.) ICV SD SD SD \ SD SD SD D Sp a I a a �� `S � I I i i O 8''M o f SDMH 10380 T-1 GRATEo I _g„M� ° i lot RIM 105.98 RIM 109.34 12" CPP IE 102.54(N.) ` 6,>M i I 12" CPP IE 102.10(IN S.) 12" CPP IE 102.42(S.) I / 7,70 /- i 12" CPP IE 102.10(OUT N.) 12" CPP IE 102.43(E.) 12" CPP IE 102.47(W.) 6"M 6'.M o d' P ° i P° P c P P p P ° I P ( I-0 o ( 8"M O 6"M 1 I I I 0 20' 40' GRAPHIC SCALE / 6»M Q CULV__1\S N IE = 105.47' SDMH 10670 T-1 GRAT - N a a RIM 109.41 ° \ SDMH 10569 RIM GRAT 12" CPP IE 104.27(N.) RIM 109.34 - \ \ 12" CPP IE 104.30(S.) 18" CPP IE 101.40(IN S.) 18" CPP IE 101.40(OUT N.) CULV 18"DI S IE - 105.65' \ I I \ o a I 9 nn 4"M 6"M ( 8"M o P P P r, P ° I I P p P J i n Q o. P P ° o I i CULV 18"DI N IE = 105.76' I RIM 106.04 / 12" DI IE 102.68(IN S.) 12" CPP IE 102.52(OUT N.) _ „�w ° RIM 109.39 \ RIM 109.32 o 8 n 12" CPP IE 106.00(OUT N.) 18" CPP IE 103.34(IN S.) 00 18" CPP IE 103.27(OUT N.) n (DBL CHK'D) LO 2L / 0 4. 0 0 I a \� I I � 110 8»ti Z W � SSMH 13843 oQ RIM 106.40 10" DIA. BOX(FLUSH) Z I 8" PVC IE 96.59 I o cv I (IN S., OUT N.) ILn 2' DIA. CONC. BASE ICV ° 2.5' HIGH (TYP.) a ° 8"M I . I o I 0 SD SD Sp SD SD SD SD °- / N d ° SD � � SD Sp SD�� o CB 10057 i ��O SD 0 I RIM 106.18 12" DI IE 103.33(IN W.) 107.47(IN W.) I CB 1 4 OUT E.) CB (10 RIM 108.55 8' M I 12" DI IE 103I.18(N S.) 107.40(° ° RIM 109.44 12" CPP IE 105.23(13810) 6 12" DI IE 103.18(\ 0 12" CPP IE 106.20(OUT E.) I 12" CPP IE 105.23(10663) o CY .2"CY_ I 12" CPP IE 106.18(IN W.) � 5 CY 4" CY (DBL CHK'D) 4"CY SD I 8"DT ° - �- CB 10118 LID STUCK 00 o 0 fps RIM 108.98 .28 12" CPP IE 104.30(IN W.) / 8"M a a IE N/A (TO 10057) a 18" CPP IE 104.35(IN S.) 18" CPP IE 104.35(OUT N.) cn �� - ` \ (DBL CHK'D)h11DT / --- \ 0 c 1 RIM 106.13 12" DI IE 104.09(OUT E.) \ N \ 4 \ 8"M o o ILLLJJJ Y 10"CY 2"CY o 2"CY' _ 2''CY 1 ( o N 2"CY 10"CY 12"CY N T PST PST PST 1 ST � 6"M' ~ I RRSPIKEIN W. DRIVE LANE SPEED LIMIT' FACE OF UP 5 MPH CURB IN DISREPAIR RIM 106.94 a Q DUE TO TREE ROOT 12" DI IE 104.36(OUT E.) ELEV=107.32 4"x4"xCHIGH WOODEN PST o 0 W/SIGN 'NO PARKING' CB 13755 N N a 1 13 SOLID LID W/ARROWS E. AND W. (TYP.) RIM 108.87 RIM 106.88 _ 18" CPP IE 105.52(IN S.) ° a ° 12" DI IE 103.79(IN W.) SD Sp SD 18" CPP IE 105.57(IN W.) 12" DI IE 103.60(OUT N.) SD Sp SD SD 18" CPP IE 105.57(OUT N.) a ° a 3u a WCR SD I a j a ° 'LOST SIGNAL \ NORTH' 4.7'HIGH PARK & RIDE' ' \� NO OVERNIGHT PARKING' cn \ I \ 'TOW AWAY' SIGNS d.I w -PST------- -------- ----------------- -------- - -------1-------- - - - -Lr -- - ---- - R-432407 --- --- ------------------------- ---- - SEE SHEET 5 PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. CITY OF RENTON, KING COUNTY, WASHINGTON 0 20' 40' GRAPHIC SCALE SEE SHEET 4 -----------------------------71---------------- ----------- ---- -------------------------r a - _------------_---------------------------------------------------T -_-------------------------------------------------- -- �-------- -------------- --T -- ��� \ G PST G G G' 1 I I PST G / a CB 14385 2"M PST 1 'CYST FYST G G ° PST G G _ ° RIM 115.43 PS I ° 12"CY 4 I a 12" CPP IE 112.49 (N) 12" CPP IE 112.35 (SSE) I I o \ RIM 110.43 CB (13447) 10"DT I ° I CB 14176 RIM 109.69 26"F N 12" CPP IE 107.60 (N) > 12" CPP IE 106.32(IN S.) 0/ as 774 \ 18" CPP IE 105.92(IN W.) 4„ 12" CPP IE 107.58 (S) o M 6 M N 18' CPP IE 105.99(OUT E.) AVSSMH (13 14 RIM 107.24 \ / \ N 3%3" POST 4.7'HIGH PST W/'BACK IN 8" PVC IE 98.12 ° a W/BASKET HANGING PARKING ONLY' SIGNS (IN S. & E., OUT N.) \ HOOK U) ° \ o �76 \ T I \ \ I 0 \ \ o RIM 110.45 \ \ N / \ o I �I i \ 1 \ - I 0 18 \\ M N ___ \ \ SHEET 2 �� - " o \ \\ / \ I \ TN88'13'47"W 26.00' U)co (3-6"M _j 8"M \\ \ \ o / 3"x3" POST 4.7'HIGH I I I HOOKSKET HANGING \ I \ \ \ I I I I o \ I \ ❑ \ PS \ I SHEET 4 I o I I 720 � \ I I I I � I I V) .-. \ \ SHEET 5 0 CO I I RIM 119.60 \\ \ "6\ CB 14188 I RIM 113.15 I * \ RIM 115.07 L- I I PUMP STATION, UNKNOWN \ � Z � ORIGIN/PURPOSE \ \ 12" CPP IE 111.83 (N) \ 4»M 12" CPP IE 111.77 (S) f 4"M \ \ I I CB 14177 RIM 123.32 6" PVC IE 120.02 (SSE) 12" CPP IE 117.76 (SE) 12" CPP IE 117.69 (N) I \ \ z \ I \ r 724 I WIP WIP a r WV 14185 RIM 124.27 - - - - L TOP NUT 123.21 ° WIP »I I \ , F 3"x3" POST 4.7'HIGH SHEET INDEX W/BASKET HANGING (N.T.S.) HOOK I I \ a LEGEND PST I I \ o z POWER JUNCTION BOX CC= ROCKERY 0--❑ STREET LIGHT RETAINING WALL _ YARD LIGHT - - - D DITCH LINE - QT TELECOMMUNICATIONS MANHOLE SS SANITARY SEWER LINE \ ° E-- GUY ANCHOR SEWER LINE (PER CITY GIS) \ UTILITY POLE W/ LIGHT, UNDERGROUND SD STORM DRAIN LINE I I �7\ CONDUIT & TRANSFORMER - - - OP OVERHEAD POWER LINE ? UTILITY POLE W/ TRANSFORMER & P POWER LINE \ UNDERGROUND CONDUIT T TELECOMMUNICATIONS LINE TRAFFIC SIGNAL POLE FO FIBER OPTICS LINE I I \ \ -0- UTILITY POLE C CABLE LINE CB 14973 ® TRAFFIC SIGNAL BOX W WATER LINE I I RIM 121.62 0 SANITARY SEWER MANHOLE G GAS LINE 12" CPP IE 117.63 (W) ❑ CATCH BASIN X X X CHAIN LINK FENCE LINE (CLFNC) \ 12" CPP IE 116.59 (N) Q❑ STORM DRAIN MANHOLE [] WOOD FENCE LINE (BFNC) I I o I - 3"x3" POST 4.7'HIGH GAS VALVE - - - WETLAND Ap W/BASKET HANGING SIGN ° d 12"A ALDER I I N, HOOK ELECTRICAL BOX CONCRETE PAVING 12"COT COTTONWOOD < CULVERT d ° 0 12"D DECIDUOUS I I IQ FIRE HYDRANT 12"M MAPLE I i PS n M ICV IRRIGATION CONTROL VALVE ASPHALT PAVING 12"CY CHERRY \ o o M WATER VALVE - - \I� N88'13'47"W \ 20.00' I \ \ 122 \ -PST POST I :, I I ❑ TELECOMMUNICATIONS RISER t: -; = >`::` '` .:.:' - I GRAVEL SURFACE 12"F FIR - - 1 \ WETLAND FLAG 8 - r - - RE �qN f 15.0' / I \► \ o LEFT/RIGHT TURN ARROW WATER EASEMENT ' l \ Y v_ �/►► o CALCULATED SECTION CORNER I NT REC. � � � � \ \ 72 0 2 N0.2010012000403 z N RIGHT/THROUGH ARROW I I I I � � � � � � � LANE z o � THROUGH ARROW Doc)"" CALCULATED QUARTER CORNER I a ° ° SSMH 14717 \-___ a Wo a ° ° RIM 124.54 - _ o Q_ Z I W 4"A ° 8" PVC IN (SW) SSA •124, - -- _ u l - _ _ _ I ° d - -- _ ° ° v CNTR CHANNEL8" PVC 0116 24 �� - S� �� a ° _ SSMH I --__ -- RIM 120.13 -- --- -----ss-- -- - I I $„ Pvc iN �sw) I I d ° \T- - _ ss� - - - I_ 10" PVC OUT E I I ° !y� CNTR CHANNEL 109.83 I I SSCO 14974 a d 126 RIM 127.78 I s� - ----------- I I *COULD NOT OPEN L - - - - - - - - - - - - - I ILjj, Q SS _ \\ °gdu,-------------------------- --- RIM 108. I w CB 14135 ° LL RIM 124.78 ------------------- 8" PVC IE 122.11 (E) - \\\ 12" CPP IE 121.86 (NNE) a d-- I 12" CPP IE 121.85 (S) ° 4 I d 4 d 1\ I \ \ \ °ROCK 728 �,. a ° . d ° a L I COLUMNS, S$ as d a \\ \ \ I °d I I d � HANDRAIL d d d \ ✓ a dd ° (TYP) ° I I d ° 0 SD. a ° d - 4, °. d d d o ° d R-432408 PORTION OF N 1 /2, SW 1 /4, SEC. 23, TWP. 23N., RGE. 5E., W.M. DECORAT#VE ROCK ° ° °a a d ° _a FOUNTAIN < ad CITY OF RENTON, KING COUNTY, WASHINGTON DESCRIPTION OF REVISION DATE BY d d ° ad `Q SS ° d d a d ° d E E PROJECT: NEW LIFE CHURCH ° ° d d O d ADDED TRAFFIC LOOPS, ADDED CITY OF RENTON BENCHMARK 12/04/24 ZN 4 ° �� OF WA C TM CAL CARPENTER ° 15241 NE 90th Street, a . d 5 y JOB NUMBER: 22-097 ADD UTILITY LIDS BY SIZE, TRAFFIC POLES, AND SIDEWALK JOINTS 12/10/24 JM ° d °° � a Suite 100 SO a °X DATE: 12/10/24 d ° ° Redmond, WA 98052 Office: 425-823-5700 SCALE: 1" = 20' a ° email: info@sam.biz SURVEYOR: ZLN 4 g94 d 8 ° 4 \ �� s 6!I STE TECHNICIAN: JM / TJO / ERM o • U U W 0 0 J Z Z N 3 0 04 a 0 z 04 i W z 0 z W _ i z 0 z x W a z J FO)/-A\ rr 14 Rmkl Re 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM li,,0 1SSIONAL two ♦ "00 _ ! � ��_ � III _ � /l .1 II r III I� I I I. 11' II II II II II II II 1 1 PERMIT REVISIONS #1 NO. REVISION _ 177 1 rlf4�m PACLAND BY I DATE APPR , ZLN oaaera WL MB 0 em JAC I I I I I I I I I I I I I I 1 1 1 1 0,00 AS SHOWN Oli NON l� !ILL JOKE F � oK Mox JOKE AOOOIEKIiIY M DATUM SW1/4OFS237T23N, R 5 E CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS AND INSTALL TEMPORARY TREE PROTECTION FENCING 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL INLET PROTECTION FOR CATCH BASINS, tP REQFIIRE�- 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. GRADE AND STABILIZE CONSTRUCTION ROADS. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE LOCAL JURISDICTION EROSION AND SEDIMENT CONTROL STANDARDS. 10. 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, PLASTIC SHEETING OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. CITY OF RENTON Planning/Building/Public Works Dept. SCALE: 1" = 100' 0 50 100 200 C*4�kp I I I Know what's below. "O!!!� C111 before you dig. R-432409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 In N 0 0 N U 0 0 0 0 N Q NEW LIFE CHURCH 1/27/2025 W 15711 152N D AVE SE �asooie OVERALL DEMOLITION AND ESC PLAN D-1O .w ■@i! OR z N DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. _ EROSION CONTROL NOTES �- 0 SEE SHEETS CV-1.1 EROSION CONTROL NOTES. CITY OF RENTON TREE 6"M o PROTECTION NOTES ° W SEE SHEET CV-1.2 FOR CITY OF RENTON TREE PROTECTION STANDARD PLAN NOTES. D CITY OF RENTON EROSION \ I CONTROL NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON EROSION CONTROL = STANDARD PLAN NOTES. —s sD sD U � W a WETLAND B FIE 4"DT L 4"DT n „M P z � v g" T a I L i TYP. C n 14 TYR 14 TYP. d v / P 4"D a iL P A. 4„M /14 TYP. a P_ / I "DT a' / a a / �'0, � T / d I• 4. EROSION CONTROL KEY NOTES LIMITS OF CONSTRUCTION. OFFSET FOR LEGIBILITY. INSTALL SILT FENCE. INSTALL INLET PROTECTION. INSTALL STRAW WATTLE. TEMPORARY CONSTRUCTION FENCE. STABILIZED CONSTRUCTION ENTRANCE. W 0 s J Z Z a' N 3 0 N W tN a 0 z N i W U Q Y z p Z w z 0 low1/27/2 2 34375 N AI'o,1, ��GI STERN �v� m 6814 Greenwood Ave N �SSIONAL ER�� w Seattle, WA 98103 T (206)522-9510 WWW.PAcLAND.COM A. WA D E 6"M FOOTPRINT .1 4 P �i►��! D i°�� �i�i�^`���� �i�!='�����i�!�� ���i^ may►;i�%i!1 � � ! � v �i�r Las 4 ♦� ��•����:�!i♦%ii��4�!i!Oii��!wigiiw�!Oi'ii�;���l��i�i•%��.,.1�.� �� � �� ri;%i; � � � �/ �� !♦A�►♦i♦i:�;�:♦♦i��w;i♦ice!,',♦;!;O ���` � �� � : � � ♦i♦i♦i♦i♦i�i♦i♦i♦i♦i♦i♦i♦ii�i0i0��`i♦�i♦♦♦°i � ..-.��"':��= ,- -. ' �" ' ��_-♦�:�♦+�♦..�ti•!�!�!♦!♦�♦����♦�♦�♦r'♦�t.♦���♦�♦�♦�!;♦i♦i♦i♦%i♦D.�i♦;♦;♦;♦;♦i��`�c�♦r.; � i♦�.►.�i, I. � .•���J�,GZL+t•..t.�i�•�ti�+3t��?�t�e' ii��♦�i��� - II \� • 1 �u�� r • r0 4TYP. c rVI ♦♦♦♦♦♦♦♦♦♦A♦! ��♦♦♦♦♦♦♦ I �/ '■` - 1� ►�i�i�i�i� ►♦ ' it to >♦i♦i♦i♦i♦i♦ ►i♦i♦i♦i♦i♦i ., . ■ e � o � - � � Ili , . • I . � I r8 ' 14 A Ix I,+__T!I___ I-4, U I I / Czh / u i MATCH LINE, SEE SHEET D-1.2 DEMOLITION KEY NOTES 1 01 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING D-2.0 AND IMPROVEMENTS. 2 D-2.0 0 3 EXISTING UTILITY POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. D-2.0 4 0 EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. 5 D-2.0 ® DEMOLISH EXISTING CONCRETE CURB OR CURB AND GUTTER. D-2.0 1 O REMOVE AND SALVAGE EXISTING SIGN FOR REINSTALLATION. INSTALL AT SAME LOCATION UPON COMPLETION OF UTILITY TRENCH WORK. D-2.1 © REMOVE EXISTING TREE. 07 DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. ® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. 09 EXISTING UTILITY VAULT/STRUCTURE TO REMAIN AND BE PROTECTED FROM DAMAGE. 10 DEMOLISH AND REMOVE EXISTING LIGHT STANDARD AND BASE. ABANDON EXISTING CONDUIT IN PLACE. SEE LIGHTING AND ELECTRICAL PLANS FOR CIRCUITRY AND HANDHOLE DETAILS. 11 EXISTING TRAFFIC SIGNAL POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. 12 EXISTING TREE TO REMAIN. PROTECT FROM DAMAGE. 13 DEMOLISH PORTION OF EXISTING CONCRETE DRIVEWAY. 1 1 PERMIT REVISIONS #1 NO. REVISION PACLAND 1/27/2025 ZLN WL MB p�®JAC BY DATE APPR 11 wpm a ♦♦t; - O I I•.; I I - ♦♦♦ RIM 106.40 ♦�'� PVC IE .6 .59 14 EXISTING UNDERGROUND UTILITY TO REMAIN AND BE PROTECTED FROM DAMAGE. 15 EXISTING POWER OUTLETS TO REMAIN AND BE PROTECTED. 16 REMOVE EXISTING STORM DRAIN PIPE AFTER INSTALLATION OF PROPOSED STORM DRAINAGE SYSTEM ALTERNATIVE ROUTE. CAP PIPE ENDS AT CATCH BASINS. 17 DEMOLISH AND REMOVE EXISTING POWER OUTLETS AND BASE. ABANDON EXISTING CONDUIT IN PLACE. SEE LIGHTING AND ELECTRICAL PLANS FOR CIRCUITRY AND HANDHOLE DETAILS. 18 EXISTING POWER OUTLETS AND BASE TO REMAIN AND BE PROTECTED FROM DAMAGE. 19 EXISTING BRASS DISK IN CONCRETE MONUMENT TO REMAIN AND BE PROTECTED FROM DAMAGE. ©0 REMOVE EXISTING CATCH BASIN. 21 DEMOLISH AND REMOVE EXISTING UTILITY STRUCTURE. ssm VIIIIIIIIIII AS SHOWN m Invim r CITY OF RENTON °1E NON DATUM a M sows Planning/Building/Public Works Dept. swan N Z ff �000ieser SW 1/4 OF S 237 T 23 N, R 5 E LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT PROPOSED BUILDING FOOTPRINT LIMITS OF DISTURBANCE TEMP CONSTRUCTION FENCE SILT FENCE STRAW WATTLE INLET PROTECTION REMOVE ASPHALT PAVEMENT REMOVE CONCRETE SIDEWALK REMOVE CONCRETE DRIVEWAY REMOVE CONCRETE CURB & GUTTER SAWCUT EXISTING CONTOUR TREE REMOVAL REMOVE STORM DRAIN LINE STABILIZED CONSTRUCTION ENTRANCE CO 0 0 X O � C\l alf. ■�,,wn , .r SA ------- Ln ---xxx--- N X 0 SD O U 0 0 0 0 C\l Q J SCALE: 1" = 20' Know what's below. 0 10 20 40 Call before you dig. R-432410 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _ yqi 03/18/2025 U U NEW LIFE CHURCH /27/2025 w 15711 152ND AVE SE "Room � J oi•eea Noe DEMOLITION AND ESC PLAN D —1 .1 sent a►s Li 77 DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. EROSION CONTROL NOTES SEE SHEETS CV-1.1 EROSION CONTROL NOTES. SW1/40FS23,T23N, R 5 E I U U W 0 0 z z Ld 0 W N a z z N i W U Q Y Z p z w i z 0 z _ 3 vi L.0 z w a CITY OF RENTON TREE PROTECTION NOTES CITY OF RENTON EROSION CONTROL NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON TREE PROTECTION SEE SHEET CV-1.2 FOR CITY OF RENTON EROSION CONTROL STANDARD PLAN NOTES. STANDARD PLAN NOTES. RIM 110.46 CMP IE 108.10(OUT NE.) WETLAND BUFFER RIM 110.14 IP IE 107.26(IN SW.) P IE 107.26(OUT E.)� V. � I J/k/ CB 14385 / RIM 115.43 12" CPP IE 112.49` 12" CPP IE 112.35 EROSION CONTROL KEY NOTES �A LIMITS OF CONSTRUCTION. OFFSET FOR LEGIBILITY. �C INSTALL INLET PROTECTION. ❑D INSTALL STRAW WATTLE. �E TEMPORARY CONSTRUCTION FENCE. I P)//A-\ r • 0 m Ikm 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM III•IY / rff Vrp .I �ff I•Y RIM 1 0.45 \ 1 DEMOLITION KEY NOTES D-1 0 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING 3 AND IMPROVEMENTS. D-2.0 02 EXISTING UTILITY POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. 4 D-2.0 5 O3 EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. DEMOLISH EXISTING CONCRETE CURB OR CURB AND GUTTER. ® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. 14 EXISTING UNDERGROUND UTILITY TO REMAIN AND BE PROTECTED FROM DAMAGE. Lamm 18 EXISTING POWER OUTLETS AND BASE TO REMAIN AND BE PROTECTED FROM DAMAGE. 0`1/27/2 2 0 37 �o� G, STto `y�v�4 eSSIONAL t� NO. PERMIT REVISIONS #1 REVISION PACLAND BY I DATE RIM 106. 12" DI IE W— LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE TEMP CONSTRUCTION FENCE SILT FENCE STRAW WATTLE INLET PROTECTION REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB &GUTTER SAWCUT EXISTING CONTOUR X ■ ❖.•.o❖.❖.❖.❖.•.., - - -xxx- - - • ® SCALE: 1" = 20' 0 10 20 40 Know what's below. "O!!� Call before you dig. R-432411 DEVELOPMENT ENGINEERING �' IL yqi 03/18/2025 N n Ln N O O N U � LN eve M � tie4_ '�''"Room DATUM IJ� � J W z WL OIIIMk B °"■"° Ift a■aamM JAC APPR w� s� CIE NON IDr !ULL >lOIIE i NOT CIE NON 10111E IIOCOIpI■Y CITY OF RENTON Planning/Building/Public Works Dept. NEW LIFE CHURCH 15711 152ND AVE SE DEMOLITION AND ESC PLAN 1/27/2025 D-1.2 saw AS SHOWN � 1 DEMOLITION NOTES EROSION CONTROL NOTES N SEE SHEET CV-1.1 FOR DEMOLITION NOTES. SEE SHEETS CV-1.1 EROSION CONTROL NOTES. CITY OF RENTON TREE CITY OF RENTON EROSION PROTECTION NOTES CONTROL NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON TREE PROTECTION SEE SHEET CV-1.2 FOR CITY OF RENTON EROSION CONTROL Q STANDARD PLAN NOTES. STANDARD PLAN NOTES. ell � l :}: MATCH LINE, SEE SHEET D—L2 L 77 0 \ \ / hl \ 1 C \\ \\ \ \\ \\\ o / I RIM 1 0.45 U \ \ V) 0 \ z \ \ E 8 \ \ \ V) \\ \ \ E \ \ \ \\ �/ • D \ II \ \\\ \\ \ \ \\ N \ \ �� \ C TYP \ EXISTING 01) ABANDONEM �s \ CB 14188 \ 119.60 \ \ \ RIM 115.07 \ \ \ \ 12" CPP IE 111.83 (N) \\ \\ \\ \\ \\ 12" CPP IE 111.77 (S) \\ \\ \ IN, IN, N ` .e� I \\ z C CB 14177 \ \A RIM 123.32 \ \ 6" PVC IE 120.02 (SSE ❑ \\ ' 12" CPP IE 117.76 (SE) \ \ 12" CPP IE 117.69 (N) \ \ \ IN, 1.2 8'PYCE 12 (NstE a,r I I • e• \ I \ I I \\ I I I I N88°13'47"W 26.00' I I I w '� ! U r) W Lar- X V) dam- `. RIM 1 .15 O L6 Z I _ I — I _ — CONED PIPE\\ I \ \ I \ s I -- \ I \ \ \ \ CB 14973 \ \ IN, — — \ \ \ RIM 121.62 \ \ \ ----1 CPP E 117.63 (W) \ \ 1 P 116. 9 (N) \ \ \ \ \ I. 122 w s \ --- c►. c�►.W \ a \ \ RIM 12434— � \ 8" PVC IN (SW � � SS 124, '—• _ _\ IN, e \ \ 8" PVC OUT (E� SS \ ° ��_ \ a CNTR\CHANNEL 116.24RIM .13 IN, 8" PVCO IN (W) W im EROSION CONTROL KEY NOTES DEMOLITION KEY NOTES 0 0 J �A LIMITS OF CONSTRUCTION. OFFSET FOR LEGIBILITY. 1 01 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING D-2.0 AND IMPROVEMENTS. �C INSTALL INLET PROTECTION. 3 W D-2.0 ® DEMOLISH EXISTING CONCRETE CURB OR CURB AND GUTTER. W �D INSTALL STRAW WATTLE. 4 a D-2.0 5 © REMOVE EXISTING TREE. �E TEMPORARY CONSTRUCTION FENCE. SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. i W U Q Y z �? pF WAS o �'��Q� e c�Q, 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 �UIl1Rr®e ZLN WIL 1/27/2 25 NYMk 34375 M B N A�0 �p-ISTERF� m 6814 Greenwood Ave N T (206) 522-9510 �SSIONAL E�JAC wSeattle, WA 98103 WWW.PACLAND.COM NO. REVISION BY DATE APPR J N N88°13'47"W 20.00' som AS SHOWN "' CITY OF RENTON °1E NON DATUM a n� sows Planning/Building/Public Works Dept. s«�asNON sow Aoo� SW 1/4 OF S 237 T 23 N, R 5 E LEGEND EX. PROPERTY LINE -••-••-••-••- PROPOSED PROPERTY LINE — - - - - — EASEMENT — — LIMITS OF DISTURBANCE TEMP CONSTRUCTION FENCE X SILT FENCE STRAW WATTLE INLET PROTECTION REMOVE ASPHALT PAVEMENT REMOVE CONCRETE CURB & GUTTER SAWCUT - - - - - - - EXISTING CONTOUR - - —XXX— - - N SCALE: 1" = 20' 0 10 20 40 Know what's below. Call before you dig. R-432412 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERINGIL yqi 03/18/2025 U U NEW LIFE CHURCH /27/2025 LL- 15711 152ND AVE SE "Room oMwa Noe DEMOLITION AND ESC PLAN D-1 .3 w �� an z m • W 0 0 J Z Z N 3 0 N W to W Q 0 z 04 i W Y Z 0 z W 1 i z 0 x W z J DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. CITY OF RENTON TREE PROTECTION NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON TREE PROTECTION STANDARD PLAN NOTES. [0)/-A\ rN im lk me 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM EROSION CONTROL NOTES SEE SHEETS CV-1.1 EROSION CONTROL NOTES. CITY OF RENTON EROSION CONTROL NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON EROSION CONTROL STANDARD PLAN NOTES. .o,0>��GI 1SSIONAL I LIVIF VVIIJ I I\VV I IVI`1 ILIYVL SILT FENCE INLET PROTECTION EXISTING CONTOUR TREE REMOVAL REMOVE STORM DRAIN LINE 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 gwm ZLN AS SHOWN WL MB ae� JAG piNON NO. REVISION BY DATE APPR �AFN� DATUM CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E 0 CD IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' _ IL yqi 03/18/2025 U NEW LIFE CHURCH 15711 152N D AVE SE OFF -SITE DEMOLITION AND ESC PLAN U LL_ /27/2025 RialOOIQ oiwwa Mo► DR- 1.1 w ■@i! on z m • W 0 0 z z N 3 0 W a 0 z N U U Y z 0 z W / z 0 3 vi W z J DEMOLITION NOTES SEE SHEET CV-1.1 FOR DEMOLITION NOTES. CITY OF RENTON TREE PROTECTION NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON TREE PROTECTION STANDARD PLAN NOTES. EROSION CONTROL NOTES SEE SHEETS CV-1.1 EROSION CONTROL NOTES. CITY OF RENTON EROSION C_C)NTROI NOTFR JLL JI ILL I V A- I.L I VI\ VI I 1 VI ILIA I VIA LI%VJIVIA VVI11 1IN VL STANDARD PLAN NOTES. i � � I i EROSION CONTROL KEY NOTES �A LIMITS OF CONSTRUCTION. OFFSET FOR LEGIBILITY. eD-12.1 �B INSTALL SILT FENCE. ❑C INSTALL INLET PROTECTION. GD-2.1 TEMPORARY CONSTRUCTION FENCE. E . CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. FLAG OR FENCE CLEARING LIMITS AND INSTALL TEMPORARY TREE PROTECTION FENCING 3. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. 4. INSTALL INLET PROTECTION FOR CATCH BASINS, IF REQUIRED. 5. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 6. GRADE AND STABILIZE CONSTRUCTION ROADS. 7. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE LOCAL JURISDICTION STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE LOCAL JURISDICTION EROSION AND SEDIMENT CONTROL STANDARDS. 10. 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, PLASTIC SHEETING OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM li3O 1SSIONAL 14 SS 12" P CEN�R cHPNN�� 1p4.6� • SS SS A" •'• R\M1p5.0 C \ •' CL O e" - a: •.' al,A. e R\M 1p4 55 vo '� s O • a C19 CHAT' P\jc 01 W i PAC (�N E• 0 12" 4 33�CP�'OSp01 ��EEDi 36C.36a+g5.0� W 9 82 \�10 6 � 1 � 1 3 W W W W 3 � �pw 1pg.11p1nn.23 _sl�— 12>. Dn\� \ E A()t-4 .0 W DEMOLITION KEY NOTES LEGEND 01 DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. EX. PROPERTY LINE — • • — • • — • • — • • — ?•0 02 EXISTING UTILITY POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. PROPOSED PROPERTY LINE --- --- O3 EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. EASEMENT — — — — K0 ® DEMOLISH EXISTING CONCRETE CURB OR CURB AND GUTTER. PROPOSED BUILDING FOOTPRINT 05 REMOVE AND SALVAGE EXISTING SIGN FOR REINSTALLATION. INSTALL AT SAME LOCATION UPON LIMITS OF DISTURBANCE COMPLETION OF UTILITY TRENCH WORK. TEMP CONSTRUCTION FENCE X © REMOVE EXISTING TREE. SILT FENCE Q7 DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. STRAW WATTLE ® SAWCUT, MATCH AND JOIN EXISTING PAVEMENT. INLET PROTECTION 09 EXISTING UTILITY VAULT/STRUCTURE TO REMAIN AND BE PROTECTED FROM DAMAGE. REMOVE ASPHALT PAVEMENT 10 DEMOLISH AND REMOVE EXISTING LIGHT STANDARD AND BASE. ABANDON EXISTING CONDUIT IN PLACE. REMOVE CONCRETE SIDEWALK �'•'" �' •• ` �• ' `f�-`•=�"''��-r•� zh SEE LIGHTING AND ELECTRICAL PLANS FOR CIRCUITRY AND HANDHOLE DETAILS. 11 EXISTING TRAFFIC SIGNAL POLE TO REMAIN AND BE PROTECTED FROM DAMAGE. REMOVE CONCRETE DRIVEWAY 12 EXISTING TREE TO REMAIN. PROTECT FROM DAMAGE. REMOVE CONCRETE CURB & GUTTER 14 EXISTING UNDERGROUND UTILITY TO REMAIN AND BE PROTECTED FROM DAMAGE. SAWCUT — — — — — — — 19 EXISTING BRASS DISK IN CONCRETE MONUMENT TO REMAIN AND BE PROTECTED FROM DAMAGE. EXISTING CONTOUR — —XXX- 21 DEMOLISH AND REMOVE EXISTING UTILITY STRUCTURE. TREE REMOVAL X 1 PERMIT REVISIONS #1 PACLAND 1/27/2025� ZLN y�pM= gyp y '° AS SHOWN �� CITY OF WILJ,RENTON _ _ MB DATUM °Ac„ Planning/Building/Public Works Dept. NO. REVISION BY DATE APPR N"� SWU "000101W SW1/4OFS237T23N, R 5 E `�— t\M E 101.9 ARE 102 5 TpP�c�R� gg.18 8� ® SCALE: 1" = 20' 0 10 20 40 Know what's below. Call before you dig. I R-432414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 0 0 N Q DEVELOPMENT ENGINEERING �' _ IL yqi 03/18/2025 Wi U NEW LIFE CHURCH 15711 152N D AVE SE OFF —SITE DEMOLITION AND ESC PLAN U LL_ /27/2025 RialOOIQ oiwwa Mo► DR- 1.2 w ■@i! OR z m • 1♦ 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. - POTO ST SPACING MAY BE 8' IF WI E BACKINGS USED INCREASED I I 4"x4"MIN. TRENCH BACKFILL TRENCH WITH NATIVE SOIL OR 3/4' TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -'MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. 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. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) DEPARTMENT GAZ STD. PLAN - 214.00 V64 PUBLIC WORKS SILT FENCE PR� 9/28/2018 Public Works Administrator DATE SILT FENCE NTS ANCHOR POSTS 8'-0" MAX SPACING �1 .............................. .............................. .............................. .............................. . .............................. .............................. .............................. .............................. .............................. '1TI„ �i 1 r °�i!I�il'1"�1 `III � VIIVI�1� upW,lr iiiiil",,, uu VI�uuJl` wi a up� wJ USE i SECURE FENCE BOTTOM TEMPORARY CONSTRUCTION FENCE NTS W 0 N O J Z Z N U 3 0 N W W a 0 z N Cn i W U `1 Z 0 z W _ i z 0 En m 6814 Greenwood Ave N T (206) 522-9510 z Seattle, WA 98103 WWW.PAcLAND.COM 5" MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED U WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216,30 Rt } PUBLIC WORKS APPR ED. DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE T-30% SEE NOTE 2.3 \ 3"-5", SEE NOTE 2.2 8"-10" DIA. O \ ROLL SPACING DEPENDS ON SOIL TYPE AND SLOPE SEDIMENT, ORGANIC MATTER, STEEPNESS AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE WOODEN STAKE PLACED ALONG SLOPE CONTOURS a� ADJACENT ROLLS SHALL TIGHTLY ABUT LIVE STAKE NOTES: 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 213 OF THE THICKNESS OF THE WATTLE. 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 213.40 PUBLIC WORKS APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 Public Works Administrator DATE PLANTING BEDS/UNDISTURBED VEGETATION, SEE NOTE 1 UNDISTURBED NATIVE VEGETATION UNDISTURBED NATIVE SOIL SW1/4OFS237T23N, R 5 E 0" UNDISTURBED TURF (LAWN) AREAS, SEE NOTE 1 GRASS: SEED OR SOD UNDISTURBED NATIVE SOIL OPTION 1 - NO DISTURBANCE PLANTING BEDS 3"4' ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 3"OF COMPOST INCORPORATED INTO 5" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 8" TURF (LAWN) ARI^EASI�Ip( ^I I^ JGRASS: SEED OR SOD 1.75" OF COMPOST INCORPORATED INTO 6.25" OF SITE SOIL (TOTAL AMENDED DEPTH OF 9.5", FOR A SETTLED DEPTH OF 8") SUBSOIL SCARIFIED 4" BELOW COMPOST AMENDED LAYER (12" BELOW SOIL SURFACE) 12" OPTIONS 2. 3. AND 4 - AMEND IN PLACE OR STOCKPILE AND AMEND PLANTING BEDS 3"-4" ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 6"IMPORTED TOPSOIL MIX (COMPACTED DEPTH) SUBSOIL IS SCARIFIED 6" BELOW IMPORTED TOPSOIL MIX Aoftk PRIPUBLIC WORKS DEPARTMENT TURF (LAWN) AREAS 0" 6" 12" OPTION 5 - IMPORTED TOPSOIL GRASS: SEED OR SOD NOTES: 1. AREAS OF NO DISTURBANCE TO BE FENCED AND EXISTING VEGETATION AND SOIL TO BE PROTECTED FROM CONSTRUCTION IMPACTS. 6" IMPORTED TOPSOIL MIX (COMPACTED GENERAL NOTES: DEPTH) 1. TO MEASURE SETTLED DEPTH, WATER SOIL SUFFICIENTLY TO FULLY SATURATE WITHOUT CAUSING EROSION SUBSOIL IS 2. COMPOST TO MEET STD. PLAN 262.60. SCARIFIED 6" BELOW IMPORTED 3. COMPACTION OF TOPSOIL (WHERE REQUIRED) TOPSOIL MIX TO BE TO 85% OF STANDARD PROCTOR. 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 264.00 APPR ED: SOIL AMENDMENT SECTIONS GAZ 9/28/2018 1 Public Works Administrator DATE 2 CATCH BASIN INLET PROTECTION 3 STRAW WATTLES A SOIL AMENDMENT SECTIONS CITY OF RENTON NTS CITY OF RENTON NTS CITY OF RENTON NTS CITY OF RENTON ANCHOR POSTS SHOULD BE MIN. 4' TALL T-BAR FENCE POSTS ORANGE MESH PLASTIC FENCING Q0 0 0 0 NN In N 0 0 N U R-432415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _ yqi 03/18/2025 U U 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 LN soM�t AS SHOWN y�pM= Iylyp "0"mONDI'sNAD1°°'"m DATUM y '° - CITY OF RENTON Planning/Building/Public Works Dept. NEW LIFE CHURCH 15 711 15 2 N D AVE SE EROSION CONTROL DETAILS 1=1 1/27/2025 W z IL B sa1EA0Y o no D 2.0 11 C N0. REVISION BY DATE APPR APP1gY� m • U U U) 0 z z N U 0 W 04 0 z 04 N U F _ U z 0 z W 1 / z 0 vi W zz J SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. [0)/-A\ r i N Im lk me 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM .o,0>��GI 1SSIONAL 11 FA o P ` e o ■aio � o:a� to:�io� i � � i y � i mill � �kr o=010iawaa� III as:ova:ate � a W) 11117 ITI�. ' C- 1.3 Iu�,►III� -1 ,!///,. V * O l M 1 1 1 SW1/4OFS237T23N, R 5 E SITE DATA ZONING: R-14 (RESIDENTIAL 14 DU/AC) RC (RESOURCE CONSERVATION) PARCEL NO: 232305-9021 TOTAL SITE AREA: 55.1 AC PROPOSED USE: CHURCH OFFICE BUILDING BUILDING DATA APPROXIMATE BUILDING AREA = 13,270 SF SETBACKS PER R-14 ZONING CODE FRONT = 15' REAR = 15' SIDE = 4' ,!!kp SCALE: 1" =100' 0 50 100 200 Know what's below. "O!!!� Call before you dig. R-432417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' IL yqi 03/18/2025 Q0 0 0 0 1-4 In N 0 0 N U 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 LN so= AS SHOWN mm" mm � "0"m0N°�t NAD 1°°'1°°' DATUM y '° - CITY O F RENTON planning/Building/Public works Dept. NEW LIFE CHURCH 15 711 15 2 N D AVE SE OVERALL SITE PLAN 1 /27/2025 LJJ LJ� z IL PAM B Arm es lrwrmm lOKE AOOOI�NOIY C 1 .0 C N0. REVISION BY DATE APPR �pp�gy� �� SW 1/4 OF S 237 T 23 N, R 5 E N SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. C) U _ WETLAND BUFFER U I W SPEED PUMP L CA MON SPEED MAPS AHEAD � 0 z z z D: 3 0 d N Ld z z N N Of Q Y Z p z w Ir i z 0 z x 3 vi L.0 z w a e'Past 'SP® SUMPS 8 MPH 1••I f'•T ! fa------- — — //--------------- -- SPEED PUMP •aancAL AREA• �—/ / P ... P P P ,DEAD• P P SITE KEY NOTES QA CONSTRUCT ON -SITE CONCRETE TRAFFIC CURB AND GUTTER. © CONSTRUCT ON -SITE CONCRETE SIDEWALK. © CONSTRUCT MODIFIED PERPENDICULAR CURB RAMP TYPE A/B. QD CONSTRUCT PARALLEL CURB RAMP TYPE A. CE DETECTABLE WARNING SURFACE. (WSDOT STD. PLN. F-45.10-04) QF PROPOSED LANDSCAPING. SEE LANDSCAPING PLAN FOR DETAILS. 0 © REPLACE CONCRETE DRIVEWAY SECTION TO THE NEAREST JOINTS. QH INSTALL RUBBER WHEEL STOP. 01 FIRE LANE STRIPING QJ REPLACE EXISTING TRAFFIC MARKINGS IN KIND. SEE SHEET CH01 FOR DETAILS. QK WETLAND BUFFER RESTORATION & ENHANCEMENT AREA. PLANTINGS PER LANDSCAPING PLAN. © CONSTRUCT OR REPLACE CONCRETE TRAFFIC CURB. QM CONCRETE TRANSFORMER PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. SEE SHEET ELECTRICAL PLANS FOR DETAILS. Al QN CONSTRUCT OFF -SITE PUBLIC CONCRETE SIDEWALK TO THE NEAREST JOINTS. 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM 5 34375-1/27/2 2 ,0 ;no,, ��cI STER�� ��w4 �SSIONAL E��'` FENCE CONL N. I . •a I rSWMoh a T,f ,-------- _—X — X X x ri----------------------------------------r—� .. �75�- . . W t✓�==�:;k1. _ W W W W W. 'i. W Asa I MATCH LINE, SEE SHEET C—L2 `10.7'. polc L — SPEED u 2Li M ------------------ ri05,---------------------- I Q❑ P o 7.6' . 24' I 0.5' / L — — — — — — — II Z I L TYP, I I I I I G I I I ►�I TYP. I I I I IF P P- L .. 1 1 � I I I I I TYP. II I I I I , I I , "JA C-8.0 0 PROPOSED BIKE RACK. SEE ARCH. PLANS FOR DETAILS. 2 © REPLACE EX. RIP RAP IN KIND. C-8.0 2 ® ADJUST EXISTING UTILITY VAULT/STRUCTURE TO FINISHED GRADE. CR-8. 1 AREA STRIPED AT SINGLE WHITE (4") LINES AT 45' ® 2'-0" O.C. QS INSTALL NON -SLIP COVER ON UTILITY VAULT LID. Al 2 QT REPLACE OFF -SITE CURB AND GUTTER 0 THE NEAREST JOINTS. R-8 R 38 QU INSTALL NOSE DOWN CONCRETE CURB AT END OF CURB. C 8.0 C 8.0 C 8.0 QV ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR ACCESSIBLE PARKING SPACE SIZE, SIGN C 181 2 AND SYMBOL ("VAN -INDICATES VAN ACCESSIBLE SPACE). C-8.1 4 QW PROPOSED FLUSH CURB, FLUSH WITH ADJACENT PAVEMENT. 1 OX TYPICAL TRANSVERSE PATCH FOR ASPHALT PAVEMENT. R_9 7 QY PROPOSED STAIRS. SEE ARCH. PLANS FOR DETAILS. C-8.0 PROPOSED TREE, SEE LANDSCAPING PLANS FOR DETAILS. 1 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 su � LN WL CIIIMAk MB p�®JAC mmam N0. REVISION BY DATE APPR som AS SHOWN CIE NON a m sows i or CIE NOII Z ff II0001■NiIY Ilo�o�'III uii°!>a�isst DATUM CITY OF RENTON Planning/Building/Public Works Dept. TBM—C RR SPIKE IN W. FACE OF UP ELEV=108.00 LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE PRIVATE CONCRETE SIDEWALK PUBLIC CONCRETE SIDEWALK STANDARD DUTY ASPHALT PAVEMENT PAVEMENT PATCHING AND RESTORATION GRIND AND OVERLAY CONCRETE DRIVEWAY REPLACEMENT LANDSCAPING BUFFER RESTORATION AND ENHANCEMENT CONCRETE CURB & GUTTER CONCRETE TRAFFIC CURB SAWCUT FIRE LANE STRIPING PROPOSED LANDSCAPING TREE Know what's below. C I I 2 C-8.0 a 1 a R-9. 1 C-8.0 1 2 C-8.1 SCALE: 1" = 20' 0 10 20 40 a before you dlg. R-432418 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q0 O O O Ln N O O N U N Q J DEVELOPMENT ENGINEERING �' _ IL yqi 03/18/2025 W U NEW LIFE CHURCH 15711 152ND AVE SE SITE PLAN U L.Li /27/2025 �>Aaes J oelssa Noe C-1.1 Li CR z SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. SW 1/4 OF S 237 T 23 N, R 5 E I U ry U W z P P Ed min /Em m IIII I I .IIII . I I IMF F.I_ Fri I'II I I I'II I I I!�I SITE KEY NOTES I I I I I I I I I I MATCH LINE, SEE SHEET C-1.1: HIGH I l i i I _PkI I I I I I I I IVI I L I I I I I I I a - .- � � I I I I I I I I I I I I I I I I I I I I I H I I I 1 •�.: I QF PROPOSED LANDSCAPING. SEE LANDSCAPING PLAN FOR DETAILS. QI FIRE LANE STRIPING 61(& © CONSTRUCT OR REPLACE CONCRETE TRAFFIC CURB. 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM A. ,w —1127/2 2 A 34375 �oz ISTER�� $j �SSIONAL � 1 1 PERMIT REVISIONS #1 NO. REVISION PACLAND 1/27/2025 ZLN oaa�e WL OMl�lt MR p�®JAC BY DATE APPR SWLD AS SHOWN qt NOM AT mu aw FMor=m M E AOo01pMLY , DATUM CITY OF RENTON Planning/Building/Public Works Dept. LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE STANDARD DUTY ASPHALT PAVEMENT LANDSCAPING CONCRETE TRAFFIC CURB SAWCUT FIRE LANE STRIPING Ln N O O N U e %= SIGNAL NOW �w PARK h Wr 'NO OVERNIGHT PARKMKY '70W AWAY 90Ns mm '9404P SCALE: 111= 20' 0 10 20 40 Know what's below. Call before you dig. R-432419 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 U NEW LIFE CHURCH 15711 152ND AVE SE SITE PLAN U LL_ /27/2025 woe J w oMMNfli Moe C-1.2 >l61! CR z SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. SW 1/4 OF S 237 T 23 N, R 5 E I 0 J Z z 0 W N W Q z N N f` i W U Q Y Z p Z w i Z 0 z _ 3 vi L.0 a w a I � , ► � p I I I I 3"x3" POST 4.' �I■ ■ ■ ■ NNKW � ■ I I T -�- I I I I I I I I I I I I I I II I I I I ° 3"x3" POST 4.7'HIGH I i W/BASKET HANGING HOOK ,I II I I I � I I i I I I I, I I I I, I I I 3"x3" POST 4.7'HIGI " W/BASKET HANGING II I HOOK ijlk]T� ° I I I I I I I I I I II I I I I I I I I I I I I I I -- 3%3" POST 4.7'HIGH I p. H/OKSKET HANGING I I •O SITE KEY NOTES © CONSTRUCT OR REPLACE CONCRETE TRAFFIC CURB. ❑Z PROPOSED TREE, SEE LANDSCAPING PLANS FOR DETAILS. I AA r • 0 mkM 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM 5 A. WA �1/27/2 2 0 34375 �o� -GISTER�� w4 eSSIONAL t�� � r-- MATCH LINE, SEE ,%EET C-1.2 o 1 1 PERMIT REVISIONS #1 NO. REVISION PACLAND 1/27/2025 sum ZLN WL CIIIMk MB [=JAC BY DATE APPR 8WM AS SHOWN CIE NON IDr lIIIL NOMi i NOr CIE NOII !GIVE IICONpINY N88'13'47"W 26.00' Ilo�o�' Ilbii°!>a�iNn DATUM N88'13'47"W 20.00' CITY OF RENTON Planning/Building/Public Works Dept. I I I I I I I LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE STANDARD DUTY ASPHALT PAVEMENT CONCRETE TRAFFIC CURB SAWCUT PROPOSED LANDSCAPING TREE SCALE: 1" = 20' e4Q5 0 10 20 40 Know what's below. Call before you dig. R-432420 Q0 O O O U— Ln N O O N U DEVELOPMENT ENGINEERING �' _ IL yqi 03/18/2025 Wi U NEW LIFE CHURCH 15711 152ND AVE SE SITE PLAN U LL- /27/2025 LL- �Maes J oMwa Noe C-1.3 w SHM an z m • U) 0 J Z Z N U 0 W 04 0 z 04 i W U z 0 z W _ / z 0 x W a W J SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. SITE KEY NOTES [0)/-A\ r i N im Wkil 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM QF PROPOSED LANDSCAPING. SEE LANDSCAPING PLAN FOR DETAILS. QK WETLAND BUFFER RESTORATION & ENHANCEMENT AREA. PLANTINGS PER LANDSCAPING PLAN. QZ PROPOSED TREE, SEE LANDSCAPING PLANS FOR DETAILS. ® INSTALL NEW STREET LIGHT AND HANDHOLE, SEE SHEET IL01. .o,0>��GI 1SSIONAL 1 NO. PERMIT REVISIONS #1 REVISION PACLAND 1/27/2025 ZLN WL MB JAC BY DATE APPR I ww LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE LANDSCAPING sOKEt AS SHOWN Oli NON l� !ILL JOKE F � oK Mox JOKE AOOOIEKIiIY m DATUM CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E Q0 0 0 0 1-4 n Know what's below. (% 11 ►M N w W N. W" WSD� SCALE: 1" = 20' 0 10 20 40 "O!!� 1 before you dlg. R-432421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �'IL _ yqi 03/18/2025 U U NEW LIFE CHURCH 1/27/2025 LJ 15711 152N D AVE SE OFF —SITE IMPROVEMENTS PLAN CR-1.1 w ■!Eh OR z m • U U U) 0 z z N 0 i W a 0 z 04 i W i z 0 z W _ z z 0 x w z J SITE NOTES SEE SHEET CV-1.1 FOR SITE NOTES. ■ 1 1 1 1 1 1 1 1 MAPLE VA] 1 ' HWY 1 1 1 1 w 1 CII IE � 1 1 W -Zc 1 DnuI FIM111ATIMI ADrA Ss 1 W5001 Zp i, � •�•., -r�X n '-. WSDOT DRAINAGE cGA1 EASEMENT 1 � 1 � J 1 I 1 ■ SITE KEY NOTES QD CONSTRUCT PARALLEL CURB RAMP TYPE A. 1 CR-9. QF PROPOSED LANDSCAPING. SEE LANDSCAPING PLAN FOR DETAILS. QJ REPLACE EXISTING TRAFFIC MARKINGS IN KIND. SEE SHEET CH01 FOR DETAILS. K0 WETLAND BUFFER RESTORATION & ENHANCEMENT AREA. PLANTINGS PER LANDSCAPING PLAN. QN CONSTRUCT OFF —SITE PUBLIC CONCRETE SIDEWALK TO THE NEAREST JOINTS. 1 © REPLACE EX. RIP RAP IN KIND. ® ADJUST EXISTING UTILITY VAULT/STRUCTURE TO FINISHED GRADE. QS INSTALL NON —SLIP COVER ON UTILITY VAULT LID. 2 QT REPLACE OFF —SITE CURB AND GUTTER TO THE NEAREST JOINTS. R_9 1 0X TYPICAL TRANSVERSE PATCH FOR ASPHALT PAVEMENT. R_9 Z0 PROPOSED TREE, SEE LANDSCAPING PLANS FOR DETAILS. ® INSTALL NEW STREET LIGHT AND HANDHOLE, SEE SHEET IL01. © INTEGRATE NEW PEDESTRIAN SIGNAL POLE INTO CURB BASE. SEE SHEET TS02. CC INSTALL PEDESTRIAN CURB OVER PPB POST FOUNDATION. SEE SHEET TS02. 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 www.PAcLAND.COM 1 NO. MAPLE VALLEYHIGHWAY- NEw CNVR�H 3,0+25,00 S\�N PERMIT REVISIONS #1 SEE Vr1LrrY AND TRAFRC SK14AL SHEETS FOR PROPOSED SK NAL IMPROVEMENTS REVISION W W 0 —mac— —�— X_ SS S EXISTING PRO TY LIN 0 I I s _ E I 120' 0/ N . \40 Ova I '. 68+82.2 wSD01 / \+ g8'�73'00 36 38 ' ' .tr o 3 N01, 43+ 08 E Q I 5 33�CP�'CSpO I 368+ 84 +65.0� W LEGEND PACLAND 1/27/2025 ZLN WL MB a� JAC BY DATE APPR W� EX. PROPERTY LINE PROPOSED PROPERTY LINE EASEMENT LIMITS OF DISTURBANCE PUBLIC CONCRETE SIDEWALK PAVEMENT PATCHING AND RESTORATION GRIND AND OVERLAY LANDSCAPING BUFFER RESTORATION AND ENHANCEMENT CONCRETE CURB & GUTTER SAWCUT PROPOSED LANDSCAPING TREE so�st AS SHOWN a niu soll�c CITY OF RENTON Planning/Building/Public Works Dept. SW1/4OFS237T23N, R 5 E TRAFF\C C0Nog0` C a—r LAWN OP -------------------- 405 SCALE: 1" = 20' 0 10 20 40 Know what's below. Call before you dig. R-432422 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 NEW LIFE CHURCH 15711 152N D AVE SE OFF —SITE IMPROVEMENTS PLAN Q0 0 0 0 1-4 n In N 0 0 N U 0 0 0 0 N Q 1 /27/2025 LL1 � J oiwwa Noc CR-1 .2 on w z m • U In-, U w z 0 N Z Z / 0 N W W 0 Z 04 / W U z 0 Z W _ / Z 0 2 3 vi W a W J W GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM A�0 1SSIONAL ICA l�Vgy o o- '�Ire ♦owl �s 31 +00 31 +50 „x .6 / M 20±00 20+50 21+ 0 21+ 1 1 PERMIT REVISIONS #1 NO. I REVISION 1-ff M L II lrr l ' LS I Q F50 0+0 ,—I l IHcc" ,I i..4I US i. IN ; I I N -13+46 ' * \Q} , , j PACLAND 1/27/2025 SURVEYED: ZLN SCALE: AS SHOWN DESIGNED: WL DRAWN: M B ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY CHECKED: JAC BY DATE AP P R APPROVED: SW1/4OFS237T23N, R 5 E In N O O N U Know what's b@IOW. Call before you dig. SCALE: 1" =100' 0 50 100 200 R-432423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 U In-, U VERnCA, NAVD 1988 . DATE: HORIZONTAL NAD 1983/1991 CITY OF NEW LIFE CHURCH 1 /27/2025 &� RENTON 15 711 15 2 N D AVE SE IE BOOK: PAGEDATUM Planning/Building/Public Works Dept. OVERALL GRADING AND DCRAWINGN0: 2.0 DRAINAGE PLAN SHEET: OF. w z m • J z z 0 N W W 0 z N N U W F U GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. SEE SHEET C-2.4 FOR STORM DRAIN PROFILE Al 1 i u / \' FENM CW. 1 B1NAPS' ° MPH 24" CPP OUTFALL INTO k t I&V USL POND AREA WAS NOT cJ` Sy" OATS \ 2 TYPE 2 CB W ECTANGULAR GRATE zh ACCESSIBLE AT TIME OF o 1 \ / \ C-s.1 RIM-109.82 2 SDCO C D RI A 0.75% �1• 2 SDCO MAPPING (LOCATION TYPE 2 �Cw�/Souc •COVE ► /;: - - - ' E(12"S,E -102.1 C-6.0 E=107.90 L= C-s.o E=106.38 DEPICTED IS APPROXIMATE) �el IM=108.56 ; I I "M x x �;_ �r 12"W)=100.90 \0 Z; -- 3- 0 - - x , " D PIA 0.71� RIM 109.811 0! ------------ ---�- 31+50------- 32+00 E�24N,S)=99.90 EX. 11 I a_ IE 104.81(�9/)45f _1 - - _ _ _ - - -F -I r °• a o TRENCH RESTORATION TO a / / ° - UGP T TP �� ' " ,1 k- F' GRADES (TYP) I /� Tli 110JVi? 0 - RDL RDL - _ _ IT RIM 109.34 r7 FD FD FD FD FD RDL -_�, YPE TM RECTANGULA�RA�E �_ - - � 1 "CPP E 102. 4(N.) JP 109.86 ' FD 11. �� 110.74 2 � ' T 1 "CPP IE 102. 2(S.) I 1 17 RDL ,� I� I RIM=110.45 C-s.1 1 " CPP IE 102 43(E.) 110.33 IE=108.00 6" SD ®2.0% I IE(12"E)=102.09 EX. ICV \\ \\\ll r Q ' 1 "CPP IE 102. 7(w.) L=31.5' � 110.48 I IE(8 W)=105.40 � � \ � .•• i } "M EX. TYPE 2 CB �- 110.48 1 - ��, D4 v RIM=109.34 110.28 111.1 I 109.3 o I ' / 1 .81' I � MPS IE(12"N)=102.42 109.7 FD CONNECTION OFFICE 20+00 - -12" CPP 20 50(IN W. ' " 3 S - 2-eP+��- 1,.,�c(IA1 s.� - - - - _ 21+001 cn ' IE 12 W =102.77 EX.o- Sp (" ) -�sD 3 IE=105.00 FFE=111.17@SDCO j s- - _--SS'21+50 21+66, IE(4 E)=104.90 SD oFD f3,490 SF IE=105.75 - - - I - I N• E(12 S)=102.42 EX. f09. 6" SD ®2.0% SID SD FOOTING DRAIN RDL 1 =31.5 1. 5 �110.16 3 IE=108.00 6" SD @ 2.0% - - - a 1 1 W o � " I 1 1 + 110.98 111.17 11 L=22 I I .770 I M N 1 N W, I 1 I , M FD FD FD FD D I 110.31 I I I I � D FD / I I II 1 O " 110.6 110.52 3 111 f . f7 RDL SDCO 2 I 4 DT "M 6" I f0.80-uGP-110.80 ESDCO 107.83 11.03P�1.30- L IE=106.79 c-s.o i o I Ijl o N li 110.46 / I I - . _ -fl�� - _ 10.81 I 1 _________P ___________________________________________________ _ eo• - ----- _ �11L P 111.1� 1 � 1 .64 I - FrE HYDRANT ASSEMBLY ff0.7 11.70 a90 »n R1 i a 1 1 - 8• FIRE HYDRANT ASSURY I ° 1 ' ,s PpE mo _ I 109.98 109. I � '• - / I II�� I / 7+ - - - I `� - 3 �110.29- I - M I I / 7+50 �- -Ibin a I --- ---- ---- 72 I 0 / / W yy o. W YV W = 8+00 - J r wADx SEm m D:)lIIECm i 8+50 VAN �-- Ss• WE 9EHD 111 1 -1 L - - - W W� w W -4 ''0 9+00 9+50 110.40 I I ' l -7--------------- - ----- _ �' W- 110.71 �_ I I • x.�/ �- -I- - - 1f0.2s 110.21 0l - `�---- 1-�w- ---- _#-W-- �r---- N / o o U, 9 86 109.86 \ - - - - laEo-lal GRATE -��- II \ _ �- _ - 110.71 la71 1 0:28 10100 I _ RIM 109.41 �, `" 4• RRE sERulcr coNNEcnon i I 1 1 `1 4 1 I o I a / 12� CPP IE 104.27(N.) p , 3I PIPEBW 1 .0 IE 0(IN S.) a I / / / ,l 12 CPP 104. O(S.) \ L1 / \>>o I I III : C IE 0 . (OUT N. j a I SP® PUMP 40) /y> / RIM 10 .44 \ I I ' I o 12" C IE 1 4.45(N) N 12 C P IE 1 4.51(S. , co a• I�,ol I11i1:. 1 auncAL AREA a P / P P 4"D 4"M 6"M M •/ / 3/ 215• PK Me' c P P P N P P I I P i - 1 / P P �� I ' N a DT i � P a. � I I... N �I// � � I.;I � I I III.• ; V) I I I I I1 I I RI 109.60 - 3 / 12� CPP IE 105.77(OUT N.) AIM 109.39 \ RIM 109.32 I I o cn rl 1 I a 12" CPP 1,106.00(OUT N.) 18" CPP IE 103.34(IN S.) I V) 1 • o/ / 18 CPP IE 103.27(OUT N.) I I (DBL CHK D) 1 1 TRENCH RESTORATION TO o. 13 I I a o °1 TRENCH RESTORATION TO / MATCH. EX. PAVEMENT �I I I cn I I "M / T MATCH. EX. PAVEMENT a i. •- / I GRADES (TYP) GRADES (TYP) N ° I I _ 110- I "L� n' i± SEE SHEET C-2.2 I I^ Ln N 1 N� I � s PS CB (139 RIM 109.59 I) 12" CPP IE 104.08(SE.) I O S . 6"D RIM 109.33 CL \ 12" CPP IE 103.56(E.) ' 12" CPP IE 103.47(S.) 12" CPP IE 103.47(NW.) --. - WETLAND18UFFER a /SPEW PUMP \ a ( / •CAUTION SPEED SUMPS AHEW-W 4"DT i `1 Z R z W z z 0 FA • 1ri m 6814 Greenwood Ave N T (206) 522-9510 z Seattle, WA 98103 www.PAcLAND.COM 1 1 PERMIT REVISIONS #1 REVISION PACLAND 1/27/2025 SURVEYED: ZLN DESIGNED: WL DRAWN: MB CHECKED: JAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCAL• NAVD 1988 HORIZONTAL- MD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. 1(10015) RIM 105.61 12" CPP IE 101.71(IN S.) 12" CPP IE 101.71(OUT N.) TBM-C RR SPIKE IN W. FACE OF UP ELEV=108.00 RIM 105.98 12" CPP IE 102.10(IN S.) 12" CPP IE 102.10(OUT N.) ADS N IE = 105.47' V 18"DI S IE = 105.65' V 18"DI N IE = 105.76' RIM 106.04 12" DI IE 102.68(IN S.) 12" CPP IE 102.52(OUT N.) SW1/4OFS237T23N, R 5 E LEGEND EX. PROPERTY LINE -••-••-••-••- PROPOSED PROPERTY LINE - - - - - - EX. CONTOUR PROPOSED CONTOUR �XX� SPOT ELEVATION X TYPE II CATCH BASIN 00 2,3 C-6.0 C-6.1 CLEANOUT (TYPE PER PLAN) STORM DRAIN PIPE 1 C-6.0 ROOF DRAIN LEADER RDL FOOTING DRAIN -FD-FD- FINISHED FLOOR ELEVATION FFE TOP OF CURB TC TOP OF PAVEMENT TP SAWCUT 0 0 0 0 N Q mkop SCALE: 1" = 20' 0 10 20 40 Know what's below. Call before you dig. R-432424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY ,z, DEVELOPMENT ENGINEERING , , _ JFarah 03/11/2025 ''� yqi 03/18/2025 ' -5 U DATE: I NEW LIFE CHURCH 1/27/2025 L� 15 711 15 2 N D A V E SE FIEWBOOK: PAGE: GRADING AND DRAINAGE DRACGND:2. 1 PLAN w SHEET: OF: z m • 0 N z z Z v 3 0 N W W 0 z i W U 1-1 R z W z z O fn W zz J GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. RIM 110.46 CMP IE 108.10(OUT NE.) WETLAND BUFFER RIM 110.14 3 IE 107.26(IN SW.) ' IE 107.26(OUT E.)� V •I B 14385 / IM 115.43 2" CPP IE 112.49` 2" CPP IE 112.35 6814 Greenwood Ave N Seattle, WA 98103 T (206) 522-9510 WWW.PAcLAND.COM CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. 18" CPP IE 106.88(IN W.) 18" CPPj IE 106.81(OUT E.) AI0>��GI 1SSIONAL I I ,g� I I I I I I I I I I I I I I I I I I 4-0 n 9 ^ \ O \ r� \ �1P \ r , 1 RIM 106. 12" DI IE _w � x t HIDE' OVM*ff PAR10116' 1 AWAY SMS SW1/4OFS237T23N, R 5 E LEGEND EX. PROPERTY LINE -••—••—••—••- PROPOSED PROPERTY LINE — - - - - — EX. CONTOUR PROPOSED CONTOUR �XX� SPOT ELEVATION X TYPE II CATCH BASIN 00 2,3 C-6.0 C-6.1 CLEANOUT (TYPE PER PLAN) STORM DRAIN PIPE ROOF DRAIN LEADER RDA FOOTING DRAIN FD FD FINISHED FLOOR ELEVATION FFE Ln TOP OF CURB TC N TOP OF PAVEMENT TP O SAWCUT O N U SCALE: 1" = 20' 0 10 20 40 Know what's below. "O!!!� Call before you dig. R-432425 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 SURVEYED: SCALE: DATE: W ZLN As SHOWN �`�TNAVD1968 NEW LIFE CHURCH / / HORIZONTAL: NAD 1983/1991 � 2 7 2 0 2 5 DESIGNED: CITY O F 15 711 15 2 N D A V E S E FlELDBOOK: Li - DRAWN: RENTON PAGE: MB GRADING AND DRAINAGE DRAWING NO: ONE INCH DATUM > CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. C — 2.2 DATE A JAG IF NOT ONE INCH NO. REVISION BY P P R APPROVED' SCALE ACCORDINGLY PLAN SHEET: OF. z SW 1/4 OF S 237 T 23 N, R 5 E GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. Jill \ \ III \ \C3/ / :�: ► I I I MA TCH LINE, SEE SHEET C-2.2 \ .. 3" x3" POST 4.7 HIGH \ f HOOK \ N 13 A. \ o -- I \ \ \\ \\ \ \ I - ------ -_ ' RIM 1 0.45 \ 1 1 U \\ I + i I \ \ �/ ° I \\ \\ ..� La \\ I3I \\ \\ 1, N88°13'47"W 26.00' I \ \ \ 1 \ \\ °•, I 3"x3" POST 4.7'HIGH \ 1 I I \ \ W/BASKET HANGING HOOKul 04 \ /� \ I r\ - II \ \ \ \IN I\ I I \ \ \ \Ile 171 CB 14188 \ RIM 1x,3�15 O U7 TRENCH RESTORATION TO \ RIM 115.07 / _ \ \\ '>; Z t I I 1 I MATCH. EX. PAVEMENT \ \ 12" CPP IE 111.83 (N) GRADES (TYP) \\ \\ 12" CPP IE 111.77 (S),-- \\ \\ "" Jl 01 \ I \ \ \ 3"x3" POST 4.7'HIGH + — _ \ 1 \ \ N W/BASKET HANGING \ 13 1 ��8 \ : ° / HOOK CB 14177 RIM 123.32 \ \ 6" PVC IE 120.02 (SS'E 12" CPP IE 117.76 (SE) I 1 \ ❑ \ �� ,�!'' ` I 12 CPP IE 117.69 (N) I — ST cn I \ gDONED PIPE\\ Aso \\ CD1+31 \\ \ N \ I I \ \ \ RIM 121.62 �1 CPP IE 117. 3 (W) r-- \ \ IN, \ I I 2\ 1 P 116. 9 (N) \ \ 3"x3" �0\ST 4.7'HIGH P \ I I \ \ \ N W/BASKET "NGING HOOK \ 1,24 \ \ \ 122 \\ O�Z IN, 1-1 i SS 0 0 N J Z z 3 p N W N W Q z z N N V W F 0 Q Y z 0 z W z 0 low1/27/2 2 34375 rn AI'0 ��GI STER��� m 6814 Greenwood Ave N �SSIONAL w Seattle, WA 98103 T (206)522-9510 WWW.PAcLAND.COM A. WA 1 1 PERMIT REVISIONS #1 NO. REVISION PACLAND 1/27/2025 SURVEYED: ZLN DESIGNED: WL DRAWN: MB CHECKED: JAC BY I DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM N88°13'47"W 20.00' CITY OF RENTON Planning/Building/Public Works Dept. LEGEND EX. PROPERTY LINE PROPOSED PROPERTY LINE EX. CONTOUR PROPOSED CONTOUR �XX� SPOT ELEVATION X TYPE II CATCH BASIN 00 2'3 C 6.0 C-6.1 CLEANOUT (TYPE PER PLAN) STORM DRAIN PIPE 1 C-6.0 ROOF DRAIN LEADER RDL FOOTING DRAIN FD FD FINISHED FLOOR ELEVATION FFE TOP OF CURB TIC TOP OF PAVEMENT TP SAWCUT QO 0 0 0 N e4 SCALE: 1" = 20' kA 0 10 20 40 Know what's below. Call before you dig. R-432426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' _ yqi 03/18/2025 ' U 'r/ n- U DATE. ' NEW LIFE CHURCH 1 /27/2025 LJ- 15 711 15 2 N D A V E SE FIELDBOOK: PAGE: GRADING AND DRAINAGE DRAWING NO: PLAN C-2.3 w SHEET: OF: z m • U In-, U LL J W z 0 0 N z z Z v 3 0 N W W 0 z 04 N U W F `1 Z R z W i z 0 2 3 If) W zz J 48"0 TYPE 2 CB W/ RECTANGULAR GRATE N: 172261.5928, E: 1317575.2454 RIM=109.82 IE(12"S,E)=102.10 �B 10309 - RIM 109.8 12 CPP IP_ 104.81 Sl I 12 PVC SD PRIVATE 0 0.71 _ L=45' I x --- t —SD 115 110 m 95 EX. TYPE 2 CB RIM=109.34 IE(12"N)=102.42 IE(12"W)=102.77 EX. IE(4"E)=104.90 IE(12"S)=102.42 EX. 30+00 1 0 0 . . I I I I I i I I I 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM 0 Ln 0 MAPPING (LOCATION 48"0 TYPE 2 CB W1 SOLID COVER ; NSW1/40FS23, T 23 N, R 5 E 12" PVC SD PRIVATE @ 0.75% DEPICTED I S APPROXIMATE) a N: 172256.4104, E: 1317734.9858 / d N L=160 RIM=108.56 / c� � � c--- IE(12"W)=100.90 a ° a / LEGEND ----- 31+00-------X ----- \ IE(24N,S)=99.90 EX. � \ a: �i ° /�—•---.—..—.._ — — — — — — — — —x—�� EX. PROPERTY LINE O------ ch / ll ------ - - - — 31+50------_; __---_ -- t �- _-� V / PROPOSED PROPERTY LINE --- --- r------------------------------- _ ---------32+00------- I -� I I a dcq�p r_jO » --�\-----------t o o� O °. I av / EX. CONTOUR --_---- 6 M _\ I I T UGP T T T O `� d° � 1 I T T4— / PROPOSED CONTOUR �XX� — — — — — —111 — o — �— _ _ ucP UGP UGP UGP UGP � UGb ` T _ I 1 . ch a -------_--- \ �`T\-.a• -.=-1 1 N SPOT ELEVATION XXX.XX — — — — —7RDL' — \ RDL RDL RDL RDL — — — — — — — \ \ \ \ .r RDL RDL RDL DL RD—RDL—RDL—RDL— — — — — — . i -----I I T— — _ FD F FD FD FD FD FD FD FD FD FD FD FD \' \ \ F F FD FD II II I \ \ \ n GP UGP— , ,. I \ TYPE II CATCH BASIN ®O j�j I C D— �\ \ � N V �1 � \ cn 10" DIA. B X 2 \ Q / CLEANOUT (TYPE PER PLAN) o / \ \ 11 � IC STORM DRAIN PIPE 1 o l l I S D H 10 3 2 T— R A T �� V\ °. �/ a ROOF DRAIN LEADER RD 4 I I o \ I �� / I �R 10 9.3 'SPEED LIMIT I I I 4'. / c� FOOTING DRAIN FD FD _ 12' CPP IE"101.57(IN W. _ 25 MPH' I / OFFICE L/, 0 3 I �s�s -2 �I��O�`t� e1- �{ - �� - - - - - - - - - - _ _ _ _ I I I FINISHED FLOOR ELEVATION FFE FFE=111.17 o ,------ S'� L �`��--- 'fie `1� S� c ' I I — — I - - - - _ _ _ _ _ ss ss - o _ - ss - - �■■L' ss ' TOP OF CURB TC r ss I Fo 3 — 3, 4 9 0 S F I aa ^^ / I I I i a• d - , J TOP OF PAVEMENT TP o u I= SD SD SD I I j l l i SAWCUT PROPOSED STORM DRAIN PLAN (STA. 30+00.00 TO 32+56.00) SCALE: 1" = 10' �SSIONAL E��'` 31 +00 1 PROPOSED STORM DRAIN PROFILE (STA. 30+00.00 TO 32+56.00) SCALE: H: 1 "=10' V: 1 "=2.5' 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 SURVEYED: ZLN DESIGNED: WL DRAWN: MB CHECKED: JAC NO. REVISION BY DATE APPR APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M 32+00 1 CITY OF RENTON Planning/Building/Public Works Dept. 32+56 4- 115 110 105 100 Iw what's below. Call before you dig. R-432427 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY J Farah 03/11 /2025 (D SCALE: 1" = 20' 0 10 20 40 "O!!� Q0 0 0 0 1-4 n� Ln N 0 0 N U DEVELOPMENT ENGINEERING yqi 03/18/2025 U DATE: NEW LIFE CHURCH 1/27/2025 LL- 15 711 15 2 N D AVE SE FIELDBOOK: PAGE: DRAWING NO: STORM DRAINAGE PROFILE C-2.4 w SHEET: OF: z m • 0 N z z N 3 0 04 cn z Z csj U `1 Z R z w / z 0 cn GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. 46 ^e TBM I I EL. 104.5 a �_-104 SW1/4OFS237T23N, R 5 E 1 1 1 1 1 1 1 1 1 MAPLE VALtY HWY 1 1 1 N N 1 C 1 1 W L4 RIK .° -- •--- -- e-- —SD S SD SD _ _ „ _ _ r 4 \--------------------�'104--\---- 5-104----^-- a 105 d --�— —104 �+ri0�-- '�—OP — OP pp _�/ ^ \��_— �g0 — ---- =OP—___ ---OP _—SOP s — „ ----_ —_-- -- �� 1 5— Ul t'ESGN N75°41'35"W 44 . 7' �� o a", - $ o:�ror. a„D �� _ ^ � D ^g - 06_ — - / -nkR ` 6 1 -$„ 1 0 �o„Q o /� 6„,�0»� - s=102 - - - - - ROPOSED PROPERTY LINE c / i „col NU �/ - - - - - - -�� , "� WETLAND BOUNDARY -i, I — _ _ /SS Ss' J SS SS 14 SS / SS _ SS — SS S S SS— I -SSI I �",•- / „COT a" A ^4� / a" /WSDOT DRAINAGE 9g g1 s //�' t 2 A SNP 12 C0 ' 1 m 6814 Greenwood Ave N T (206) 522-9510 z Seattle, WA 98103 WWW.PAcLAND.COM CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. A — e A. . .. 12„ CPP E 102.1, S 70g\ N75°41'35"W(SP) (N75°41'33"W WSDOT) MAPLE VALLEY HWY �\Ma E 103'p1 S 12„ CPP ROW DEDICATION AREA (t5,132 SF) EXISTING PROPERTY LINE--, 0 I 1 I 0 1 MAPLE VALLEY HIGHWAY- SR 169 t\M CPP E 99' -72 E 0 \E 9 9 6g S`N LIMITS OF WORK (TYP) „ I 9 „ D • 4 --�� „ 72- , - ----„ --- - - ---2,2 L-L„v,_ „ k „„cos V 24\N CM 1o",a .\ DRP\ P 10 •5 EASEMENT •a 130 20„ A WSOO 0"CO1� 6",4„ A A 1o„Co( a„ col 1 12„ •14„ A / 1 / 1 LEGEND LEGEND EX. PROPERTY LINE -••-••-••-••- PROPOSED PROPERTY LINE — - - - - — 11o� �SSIONAL E��'` EX. CONTOUR PROPOSED CONTOUR SPOT ELEVATION TYPE II CATCH BASIN CLEANOUT (TYPE PER PLAN) STORM DRAIN PIPE ROOF DRAIN LEADER FOOTING DRAIN FINISHED FLOOR ELEVATION TOP OF CURB TOP OF PAVEMENT SAWCUT RDL FD FD FFE TIC TP 1 1\lf PERMIT REVISIONS #1 REVISION PACLMD 1/27/2025 SURVEYED: ZLN DESIGNED: WL DRAWN: MB CHECKED: JAC BY I DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL• NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. i `12„ CPP 4„ CPP CPI Q0 0 0 0 1-4 0 0 0 0 N Q ® SCALE: 1" = 20' 0 10 20 4ec 0 Know what's below. Call before you dig. R-432428 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 U U DATE: LJ NEW LIFE CHURCH 1/27/2025 LL_ 15 711 15 2 N D AVE SE FIELDBOOK: PAGE: OFF —SITE GRADING AND DCRG-2.1 DRAINAGE PLAN SHEET: OF: LLJ z m • 1 1 4° SD WSDOT DRAINAGE EASEMENT N J Z Z N U 3 0 i W to W Q 0 z N i W U `1 Z 0 Z W i Z O FO)/-A\ %Rmpe , Li GRADING NOTES SEE SHEET CV-1.1 FOR GRADING NOTES. STORM DRAINAGE NOTES SEE SHEET CV-1.1 FOR STORM DRAINAGE NOTES. m 6814 Greenwood Ave N T (206) 522-9510 z Seattle, WA 98103 www.PAcLAND.COM CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES SEE SHEET CV-1.2 FOR CITY OF RENTON SURFACE WATER STANDARD PLAN NOTES. EXISTING CURB RAMP DETAILS SCALE: 1" = 5' zh R\M 1.,- R AUZ)-- D � WA`K CLOSE S\DE oTMER .a06.1 USE g UNKNO\DS AADWM.5 s 4 ' 2 J,_I'll SW1/4OFS237T23N, R 5 E In t�A E\c coN1 � — — — — 0 ' 'A, A .g' ° 'O6 � 0 � 1 � - I eD46� a• °a I�DAIL ON IS SHE ° FOR D ENSIONS AND SLO ES OS� 75.93 a ' a LEGEND EX. PROPERTY LINE -••—••—••—••- \` PROPOSED PROPERTY LINE — - - - - — EX. CONTOUR PROPOSED CONTOUR conT CI rvATION CH BASIN TYPE PER PLAN) N PIPE LEADER AIN OOR ELEVATION 0 IEMENT FD FD FFE TC TP t/ SCALE: 1" = 20' 0 10 20 40 V Mt■ NVIVIV JVN M1u. IK-432419 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 U U 1 PERMIT REVISIONS #1 PACLAND 1/27/2025 SURVEYED: SCALE: DATE. LLI ZLN AS SHOWN �`NTNAVD1988 NEW LIFE CHURCH / / HORIZONTAL- NAD 1983/1991 CITY 0 F � 27 2025 DESIGNED: � 15 711 15 2 N D AVE SE FlELDBOOK: DRAWN: RENTON PAGE: M B ONE INCH DATUM OFF —SITE GRADING AND DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. CR— 2. 2 JIF NOT ONE INCH DRAINAGE PLAN LL J NO. REVISION BY DATE AP P R APPROVED:: SCALE ACCORDINGLY SHEEP: OF: z m • W z 0 0 cl z z N U 3 0 N W W a 0 z 04 U W U z 0 z W z 0 x W a z J SEE NOTE 4, LIMIT OF PIPE ZONE PIPE ZONE BEDDING AND T BACKFILL, SEE NOTE 5 T SEE STANDARD PLANS 110.1, 110.2, AND 111 FOR PAVEMENT 6" RESTORATION REQUIREMENTS NTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS 12" MIN. EXISTING PAVEMENT SURFACE O.D. FOUNDATION �i ///\ ' LEVEL 6" \ i\ \ 6" MIN. ,SEE NOTE 4 FOUNDATION MATERIAL, IF REQUIRED, SEE NOTE 6� \/ O NEAT LINE TRENCH O� 0� \ "CRUSHED SURFACING TOP COURSE" PER FLEXIBLE PIPE � WSDOT STD. SPEC S-03.9(3),COMPACTED / TO 95% OF MAXIMUM DENSITY j 1 \ GRAVEL BACKFILL FOR PIPE ZONE BEDDING (WSDOT 9-03.12(3)) \ cz O OR MAINTENANCE ROCK (WSDOT 9-03.9(4)) / "CRUSHED SURFACING TOP COURSE" PER \ WSDOT STD. SPEC 9-03.9(3), "BANK RUN FLEXIBLE PIPE NOTES: \ GRAVEL FOR TRENCH BACKFILL" PER p p WSDOT STD. SPEC 9-03.19, OR "GRAVEL / 1. PROVIDE UNIFORM SUPPORT UNDER BARRELS. BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY 2. HAND TAMP UNDER HAUNCHES. 3. DIRECTLY OVER PIPE, HAND TAMP ONLY. \ / 4. SEE STANDARD WSDOT/APWA SPECIFICATIONS SECTION 2-09.4 FOR \ TRENCH WIDTH. BENCH AS NEEDED FOR \/\ SHORING SYSTEM WHEN 5. PIPE ZONE BEDDING AND BACKFILL MATERIAL SHALL BE PLACED IN 6" DEPTH IS 4' OR GREATER LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. \/ t � 6. EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH PIPE I \ FOUNDATION MATERIAL CLASS A OR B PER STANDARD WSDOT/APWA SPECIFICATIONS SECTION 9-03.17. PIPE ZONE BEDDING AND BACKFILL i PER STD. PLANS 220.00 AND 220.10 PIPE TYPE MINIMUM COVER (FT) PUBLIC? PRIVATE? ALLOWED IN ZONE 1 OF THE APA? LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - TRIPLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 YES YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES POLYPROPYLENE PIPE (PP) - DUAL WALL 2.0 YES YES YES SEE NOTE 1 �I t UNPAVED AREAS I PAVED AREAS I NOTES: 1. SEE WSDOT/APWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MINIMUM DISTANCE MEASUREMENT OF TRENCH WIDTH. DIAMETER BETWEEN BARRELS 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD 12" TO 24" 2" DESCRIBED IN CHAPTER 295-155 PART N OF THE WAC. 30" TO 96" DIAMETER / 3 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS 102" TO 180" 48" DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 220.10 STD. PLAN - 220.20 ,} PUBLIC WORKS PIPE ZONE BEDDING AND §�edby o PUBLIC WORKS TYPICAL TRENCH AND BACKFILL PER D 9/28/2018 1 DEPARTMENT COMPACTION - FLEXIBLE PIPE artin Pastucha 8/13/20 DEPARTMENT GAZ Martin P,,N ha 6@8f4.*,,9Q8 D DATE VAINOFPublic Works Administrator DATE PIPE TRENCH BEDDING AND BACKFILL DETAILS NTS CITY OF RENTON 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM A. a1/27/2 2 0 34375 �o�, �SSIONAL St E NO. (1) OPEN PICKHOL ILAI hAUE(iUIHIU (2) 3/8.-16 SS SOCKET HEAD CAP SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE 9" DIA -� 5/ " 4" 8-1/8" DIA 10-1/2" DIA 15" DIA PLAN VIEW FRAME SECTION CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 12^ EXTEND ICLEANOUTRISER 2" ABOVE DESIGN SIGNPPONDING ELEVATION OR PER PLAN - 4 a DESIGN PONDING ELEVATION 8" CLASS "B" ASPHALT, SEE NOTE 4 'xi = \! 4" COMPACTED SAND OR GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) O CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45' BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE, SEE NOTE 1 r� }� TO OVERFLOW STRUCTURE OR STORM MAIN 8-13/16" DIA 5/8" COVER SECTION FERNCO GASKETED QUIK CAP OR SIMILAR 4"STREAMBED COBBLES PER WSDOT 9-03.11(2) =1 11-V I i-i I I=111EE111 1= I_„III_-1111111 j11 CLEANOUT RISER, 1` =11 SEE NOTE 2 11 F6_L ZE, ill El I I1_I I. Ell IIIIIIIIIIIIII IIIII -III-III-I CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION 6 r%-rcc. 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1 PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: SW1/4OFS237T23N, R 5 E Q0 0 0 0 1-4 LnL 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aoft STD. PLAN - 226.00 DR) PUBLIC WORKS ®R08tAhed by: DEPARTMENT STORM SYSTEM CLEANOUT 11,'=%t5W9WDartiin Pastucha 8/13/20 iftmipF ... DATE PERMIT REVISIONS #1 PACLAND 1/27/2025 ZLN 8Wm AS SHOWN WL MB 11e JAC piNON REVISION BY DATE 1 APPR N� STORM DRAIN CLEANOUT DETAILS I m DATUM NTS CITY OF RENTON Planning/Building/Public Works Dept. CITY OF RENTON R-432438 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING _ yqi 03/18/2025 U U NEW LIFE CHURCH 1/27/2025 W 15711 152N D AVE SE pm __j STORM DRAINAGE DETAILS C-6.0 w ■M OR z � I PAVEMENT NOTES N SW1/4OFS237T23N, R 5 E 1. MATERIAL THICKNESS IS COMPACTED DEPTH. APPLIES TO ALL SECTIONS. 2. PAVEMENT DESIGN IS BASED OFF OF GEOTECHNICAL ENGINEERING REPORT, PREPARED BY ASSOCIATED EARTH SCIENCES INCORPORATED, DATED SEPTEMBER 2022. 3. SUITABLE ONSITE SOILS SHALL BE FREE OF DELETERIOUS MATERIALS AND MAY BE USED FOR SUBBASE PROVIDED SOILS MEET REQUIREMENTS IN THE PROJECT GEOTECHNICAL REPORT. 0 4. FOR PREPARATION OF PAVEMENT SUBGRADE, AREAS IDENTIFIED AS LOOSE FILL SOIL SHALL BE IMPROVED BY REMOVING AND REPLACING WITH STRUCTURAL FILL OR SCARIFYING AND RECOMPACTING THE ON -SITE SOIL TO STRUCTURAL FILL REQUIREMENTS. IMPROVEMENT SHOULD OCCUR TO A DEPTH OF AT LEAST 12 INCHES OR THE MINIMUM DEPTH SPECIFIED IN THE GEOTECHNICAL REPORT AND BEFORE STRUCTURAL FILL IS PLACED. 0 5. THE TOP 12 INCHES OF SOIL SUBGRADE BELOW PAVED AREAS SHALL BE COMPACTED TO AT LEAST 95% OF THE MATERIAL'S MAXIMUM DRY DENSITY. Li-J 6. PRIOR TO PLACEMENT OF FILL OR PAVEMENT IMPROVEMENTS, THE EXPOSED SUBGRADE SHOULD BE EVALUATED BY PROOFROLLING WITH A FULLY LOADED DUMP TRUCK OR SIMILARLY HEAVY, RUBBER -TIRE CONSTRUCTION EQUIPMENT TO IDENTIFY SOFT, LOOSE, OR UNSUITABLE AREAS. 7. CRUSHED BASE COURSE MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF SECTION 9-03.9(3) - AGGREGATES FOR BALLAST AND CRUSHED SURFACING, WITH THE EXCEPTION THAT THE AGGREGATE SHOULD HAVE LESS THAN 5% BY DRY WEIGHT PASSING THE U.S. STANDARD NO. 200 SIEVE AND HAVE AT LEAST TWO MECHANICALLY FRACTURED FACES. THE AGGREGATE BASE = U SHOULD BE COMPACTED TO AT LEAST 95% OF THE MAX. DRY DENSITY (ASTM D 1557). u 8. PERFORMANCE GRADED ASPHALT BINDER SHALL BE IN ACCORDANCE WITH WSDOT SECTION 9-02.1(4). 9. ASPHALTIC SURFACE COURSE MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 5-04 AND 9-03.8(6) CLASS Y", OF THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL = CONSTRUCTION. THE MIXTURE SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1,000 POUNDS. THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 95% MARSHALL DENSITY (ASTM U SPECIFICATION D 1559) AND PLACED IN TWO OR MORE LIFTS OF NOT LESS THAN 1.5" PER LIFT. 10. THE PORTLAND CEMENT CONCRETE PAVEMENT MIXTURE SHALL BE IN ACCORDANCE WITH AIR -ENTRAINED CONCRETE FOR PAVEMENT SECTIONS 5-05 OF THE WSDOT STANDARD SPECIFICATIONS FOR LiJ ROAD AND BRIDGE CONSTRUCTION. THE MIXTURE SHALL BE DESIGNED TO DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI AT 28 DAYS WITH A 4 INCH MAXIMUM SLUMP AND 3 TO 6% ENTRAINED AIR. AGGREGATE SHALL CONFORM TO WSDOT STD. SPEC. 9-03.1(5)B, GRADING, FOR MAXIMUM NOMINAL SIZE OF 1 IN. 11. CONTRACTOR SHALL PROVIDE A TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12. IN AREAS WHERE EXISTING PAVEMENT IS TO BE REPLACED WITH NEW PAVEMENT, THE EXISTING PAVEMENT, BASE COURSE AND SUBGRADE SHALL BE REMOVED TO THE DEPTH SUFFICIENT TO LiJ CONSTRUCT THE NEW SECTION. AN OVERLAY OF THE EXISTING PAVEMENT SECTION IS NOT AN ACCEPTABLE ALTERNATIVE. z 13. SEAL ALL JOINTS WITH CATIONIC EMULSIFIED ASPHALT PER WSDOT STANDARD SPECIFICATIONS 5-04 AND 9-02. a 00 z z N 3 cn i W W a 0 z i W U z 0 z W z z 0 x 3 c W a z J 1 "R 5 1 /2" "REVERSE" SLOPE 1/2"R PER PLAN 1" BATTER 2:1 MAX. SLOPE PROVIDE TACK COAT 1"R WHEN ABUTTING AC 1 /2 R ° PAVEMENT. t GUTTER SHALL CD HAVE "REVERSE" SLOPE WHERE PAVEMENT GRADE ° 0 0 0� 0 0� 0 0� 0 ° 0 u°° SLOPES AWAY ° 0 �o ° 0 �o ° o �o ° 0 0 0 �o ° 0 FROM CURB, AS - 00 ° 0 �° ° 0 0 ° 0 "° ° 0 SHOWN ON THE 6 1/2" MINIMUM 6" BASE COURSE WITH PRIME GRADING AND COAT PER LOCAL DOT REQUIREMENTS. DRAINAGE PLAN. 1 -6 MAY BE REDUCED TO MATCH ABUTTING PAVEMENT BASE COURSE DEPTH WHERE APPLICABLE. NOTES: 1. EXPANSION JOINT LOCATIONS SHALL MATCH ABUTTING CONCRETE SIDEWALKS AND/OR PAVEMENT EXPANSION JOINTS WHERE APPLICABLE. OTHERWISE, EXPANSION JOINTS SHALL BE PLACED PER SPECIFICATIONS OR AT 15' INTERVALS UNLESS OTHERWISE NOTED. 2. EXPANSION JOINTS SHALL BE USED WHERE DRAINAGE STRUCTURES INTERUPT CURB AND GUTTER. 3. EXPANSION JOINT MATERIAL SHALL BE PER PROJECT SPECIFICATIONS OR LOCAL DOT REQUIREMENTS. CONCRETE CURB AND GUTTER SECTION C . a FULL -HEIGHT CURB 1' NOSE DOWN PAVEMENT CURB 6" CURB LANDSCAPE " NOSE DOWN CURB G < 6 ' .. d ! . t' EDGE OF PAVEMENT 10 4 CU.: T4§: . FLUSH WITH EDGE OF PAVEMENT CONCRETE NOSE DOWN CURB Do I 0 6814 Greenwood Ave N T (206) 522-9510 Seattle, WA 98103 WWW.PAcLAND.COM NTS A�o� �tv�� �SSIONAL Z_� �a 00 f \N r\ 18" NOTE: SEE ARCH. PLANS FOR SIDEWALK ADJACENT TO BUILDING p 5" PORTLAND CEMENT CONCRETE (4000 PSI COMPRESSIVE STRENGTH) 4" CRUSHED AGGREGATE BASE COURSE 6" COMPACTED SUITABLE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS' RECOMMENDATIONS TO ACHIEVE 95% OF MAXIMUM DRY DENSITY (ASTM D1557) "FLUSH CURB" SEC11ON WHEN ADJACENT TO HMA PAVEMENT FLUSH CURB DETAILS " R ELASTOMERIC SELF -LEVELING SEALANT AT PAVEMENT/CURB TRANSITION. ASPHALT PAVING BASE COURSE WITH PRIME COAT (PER PAVEMENT SECTION) SUB -GRADE PER SOILS REPORT NTS e» " R NOTES: 1. EXPANSION JOINT: PLACE AT ENDS OF ALL RADII, 5' ON EACH SIDE OF DRAINAGE STRUCTURES, AND AT 45' MAX. INTERVALS IN CURB. PROVIDE #6 x 18" LONG SMOOTH STEEL DOWEL BARS WITH 1"0 GREASE CAP THROUGH EXPANSION JOINTS. (J" THICK BITUMINOUS FILLER MATERIAL). 2. CONTRACTION JOINT: PROVIDE 2" DEEP x Ya" WIDE CONTRACTION JOINTS AT 15 INTERVALS. 3. PROVIDE 2 #6 x 2'-6" LONG TIE BARS TO CONNECT EXISTING AND NEW CURB. 4 REMOVE FORMS AS EARLY AS POSSIBLE. BRUSH TOP AND FACE OF CURBS TO REMOVE ALL IMPERFECTIONS. TYPICAL OF ALL FORM WORK. 5. ALL RADII SHALL BE TRUE ARCS. 6. LIGHT BROOM FINISH ON ALL EXTERIOR CONCRETE. E NO. TRAFFIC CURB DETAIL PERMIT REVISIONS #1 REVISION PACLAND 1/27/2025 s ZLN WL oMwk MB JAC BY DATE APPR ASPHALT CONCRETE SURFACING, Y INCH MIX PER WSDOT STD. SPEC. 9-02.1(4) FOR PG 58-22 OR PG 64-22 PERFORMANCE GRADED ASPHALT CEMENT CRUSHED BASE COURSE (WSDOT STD. SPEC. 9-03.9(3)) COMPACTED SUITABLE NATIVE MATERIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF THE MODIFIED PROCTOR MMD, -4 TO +2% OMC STANDARD DUTY ASPHALT so�ret AS SHOWN Oli NON l� !ILL 1011li F � oK Mox SWU AOOOI�NOIY NTS SECTION A -A m DATUM of iooC:o onovinir- of nru G) RTLAND CEMENT CONCRETE (4000 COMPRESSIVE STRENGTH PER )OT STD. SPEC. SECTION 9-01.2) CRUSHED SURFACING TOP COURSE (WSDOT STD. SPEC. 9-03.9(3)) IVIVIr /1lLL/ JUIInuL.L )ir\,,vL ivir•,,LRIAL OR STRUCTURAL FILL. UNSUITABLE NATIVE MATERIAL SHALL BE OVEREXCAVATED AND REPLACED. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS TO 95% OF MAXIMUM DRY DENSITY CONCRETE SIDEWALK SECTION EDGE OF PAVEMENTIFACE OF CURB PARKING SPACE STRIPING (4" WIDE) RUBBER PARKING BLOCK PLACEMENT PLAN LAG BOLT METHOD: RECOMMENDED FOR ASPHALT OR CONCRETE ONLY. **REFER TO MANUFACTURERS INSTALLATION SPECIFICATIONS." LAG TOOLS NEEDED: -HIGHSPEED HAMMER DRILL WITH A y" MASONRY DRILL BIT -IMPACT WRENCH OR HEAVY RATCHET WITH 4" SOCKET 1, POSITION THE PARKING BLOCK WHERE YOU WANT TO INSTALL IT. USING THE HOLES MOLDED IN THE PARKING BLOCK AS TEMPLATES, MARK THE LOCATION OF EACH HOLE ON THE SURFACE, 2. REMOVE THE PARKING BLOCK. USING A HIGH-SPEED HAMMER DRILL WITH 4" MASONRY BIT, DRILL A 4" TO 42" DEEP HOLE AT EACH MARKED LOCATION, 3. INSERT A LAG ANCHOR ( WITH THE LARGE ROUND HOLE IN THE ANCHOR FACING UP) INTO EACH HOLE. TAP THE ANCHOR INTO THE HOLES WITH A HAMMER SO THAT THE TOP OF EACH ANCHOR IS FLUSH WITH THE SURFACE. 4. REPOSITION THE PARKING BLOCK SO THAT THE MOLDED HOLES LINE UP VERTICALLY WITH THE PILOT HOLES YOU DRILLED. BEGINNING IN THE CENTER HOLE, APPLY FIRM HAND PRESSURE. SLIP A WASHER ONTO A LAG BOLT, INSERT THE BOLT THROUGH THE HOLE IN THE PARKING BLOCKAND TIGHTEN THE BOLT ABOUT THREE QUARTERS OF THE WAY WITH A 2' SOCKET. REPEAT FOR EACH HOLE IN THE PARKING BLOCK. FINISH TIGHTENING EACH BOLT UNTIL JUST SNUG DO NOT OVER TIGHTEN! EXCESSIVE TIGHTENING MAY DAMAGE THE PARKING BLOCK AND WILL VOID THE WARRANTY. RUBBER WHEEL STOP CITY OF RENTON Planning/Building/Public Works Dept. R-432443 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 0 0 N 0 0 0 0 N Q DEVELOPMENT ENGINEERING _ yqi 03/18/2025 U U NEW LIFE CHURCH 15711 152N D AVE SE PAVING AND SITE DETAILS /27/2025 W Ri✓DlOOIQ oiwwa Mo► C-8.0 w ■@i! on z o SW1/4OFS237T23N, R 5 E U In-, U IW W z 0- 0 Au z z N U 3 In N W W a 0 z N N U F U `1 Z 0 �1 pP naJ I '<y oCQ�F�� ! ACT [P/A 1 /27/2 2 If) 34375 6" RAISED EDGE DETAIL LEVEL 112• EXTEND SIDEWALK TRANSVERSE 1'-D• 1' 1@• (IN) R, JOINTS TO INCLUDE RAISED EDGE RDU DI SEE RAISED DETAIL- THIS: 1 -0" S.DEWAIK ALL CUT SLOPES_ MIN. 1R" (IN) R. (TYP.) 2.0% 1 4 1.5% 1' ADJACENT TO CURB �3 BRIDGE OR PEDESTRIAN"�iaa� RAILING BARRIER - SEE SIDEWALK CONTRACT PLANS 112• (IN) R. (rYP.) ' I FLUSH VERTICAL WAIL - SEE DETAIL \, e 318- (IN) PRISM ED �V JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL FOR SIDE TREATMENT SIDEWALK BUFFER STRIP (SEE NOTE 10) SIDEWALK SECTIONS 1/2' (IN) R. (TYP.) .• I 1 1f2" (IN) R. (TYP.) . 1.5% r - LTYPICAL UNDI SIDEWALK WITH RAISED EDGE • 11T (IN) R. UYP.) 1 I'a 1.5% Y ADJACENT TO CURB (STEEP FILL SLOPES) /—WALL OR BARRIER SIDEWALK 318' (IN) PREMOLDED JOINT FILLER TYPICAL WHERE APPLICABLE / FOR CURB DETAILS SEE STD FLAN 101 EXISTING ROADWAY CRUSHED ROCK RAS CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 95% MODIFIED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 8 SIDEWALK. CSTC UNDER CURB & GUTTER TO BE U'THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER OW. FOR ALL CURB E GUTTER). 1 FINISHED GRADE 1" (IN) BELOW TOP OF CONCRETE SURFACE 0C FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE Ov_� SURFACE FOR PLANTING -FLUSH IF PAVED �� \ ADJACENT TO BUFFER STRIP / 0" / �/ \ 5 FOR CURB DETAILS SEE STO PLAN 101 BROOMED FINISH OR MATCH EXISTING 4• NDE• SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STO PLAN iDt i_ ,f8'T0114' NOTES 1. Four feet of the sidewalk Width shalt c[xaTRAcnoN JOINT • . • � be the minimum pedestrian - IN SIDEWALK ONLY •'a1lO ',• accessirizble route (PM) free of vertical hoontal obstructions. Gratings, Access Covers, Junction Boxes, FULL -DEPTH EXPANSION JOINT IN BOTH Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN 101.1) appurtenances within the sidewalk s/zzl ye- C CONTRACTION JOINT must be flush with surface, and match r__ grade of the sidewalk. JOINT AND FINISH DETAIL i b.. s 2. Monolithic Cement Concrete Curb and TO Sidewalk is not permitted in new For other referenced NOTES see , construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT PREMOLOE Standard Plan F-30.10-03. Paved surfaces must comply with JOINT FILLER STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,(100 P51. EXPANSION JOINT STD •� PUBLIC WORKS CEMENT CONCRETE' PLAN - 102 DEPARTMENT SIDEWALK 1'} F: '` FL'I rc.1U ! r, PUBLIC CONCRETE SIDEWALK DETAILS NTS CITY OF RENTON M 6814 Greenwood Ave N T (206) 522-9510 �SSIONAL E��� z Seattle, WA 98103 WWW.PAcLAND.COM W lL FACE OF CURB 6 12"- -512" 1" 12" R. 1" R. 1:24 A l TOP OF ro 1/2" R. ROADWAY r1, 1 iD r T CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 12"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2' R. ROADWAY 1 � L to r 1 - 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS P 9ilb•i2�B P • C , ' i �, 1O'P ' b •I y ASP .� PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 1/2"R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOO f 6" r 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 6 12"`' SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF r r 1• 1/2" R. ROADWAY 2" 1 L L CID 1 - 6' r DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY, FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB FACE OF ADJACENT CURB GUTTER SURFACE 6 12"�- 512" 1" 1/2"R. r 1" R. 1 1 TOP OF ROADWAY r 0 61/4" CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for Curb expansion and contractionjoint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 a PUBLIC WORKS CEMENT CONCRETE CURBS �1� DEPARTMENT 1 PERMIT REVISIONS #1 NO. REVISION EXISTING ASPH,t PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (Of ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. STD. PLAN - 101 ti`C o i :1-I + PUBLIC WORKS �o$ DEPARTMENT PUBLIC CURB AND GUTTER DETAILS NTS PACLAND 1/27/2025 t ZLN til�llat WL IINIt�k MB ateo�t JAC BY DATE APPR STD. PLAN - 103 CURB AND GUTTER PPRO21,D:REPLACEMENT DETAIL g- 1*lfff__ tt117111�,t AS SHOWN = M Arm F Illp� Oli Ncx ttlt�llE AA000llo�lilY CITY OF RENTON 60 REV ,NMuO£S S GVMK RALMDSI { WINy VAIOE9 ISE£ NOTE 7) r ISEE NOTE All ISE£ NOTE ac IL"O OF PAVED DRr•TwAv MOUF.FX - 111- E nPAWP N j0*0 RIP I r CEMENT ISEE STD PLAN rob `.j 7 GQaIGpETE !1 slDEwaLc n SEE NOT£ S ` r_ CdiSTFUCr1GN JOWr RAMP lA7TN 11211116 SEE NOTE I - / It'* NT CONtAETE j RB a GUTTER StOP£fwp - / 8 ti IMF 'fort 71 >e' ST ISEF CQNTRIDP.S RIP. IEEE 970 PLAN 19JA PLA4 VIEW VANES ISEENO�IT tDj / a.1% MAX. SEE NOTE a IrvpL r NI/I � l � e• MIN� CttNNT uft rE P U& V C:FJIESSEO Hero a GbTTER L, S MIAWt �._ Mi•EKPAMIONJOIN (Ti.I ItEE IAOTEII .._-. SECTION O ISFE STD PUN ION - S:OELVA.a 1I11�M l 10% DIFFERENCE PA SLOPF M&K lti r ..._ OIFnEwsl RN nIVE S ME IS OFF SI401I►N FXWOIRATEDi D • �� ONVEINLv fMN a ( OFuVENAI NI RELATIVE NEGAi SLOPE [310K- SHOW% E KAGGERAT£C. CEUENT CONCRETE SC.r WALK + PUBLIC WORKS �FNTO� DEPARTMENT CITY OF RENTON Planning/Building/Public Works Dept. CELiNT Cp:CREIf CAM GUTTER +SEE MOTE 11 TES see STO, PLAN 1062 CEMENT CONCRETE DRIVEWAY ENTRANCE - TYPE R1 STD. PLAN - 104.1 PT1RD�"I D A PUBLIC CONCRETE DRIVEWAY DETAILS NTS CITY OF RENTON Q0 0 0 0 (�I LL 0 0 0 0 N Q R-432444 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING yqi 03/18/2025 �U/ , U NEW LIFE CHURCH /27/2025 W 15711 152N D AVE SE ItttttYwo NOS OFF —SITE DETAILS CR-9. als>h ass LL1 z CO O 0 LU Cn 3,632 SF - PROPOSED LANDSCAPE AREAS (shown around proposed building) *Landscape Areas are based on available survey data PARKING LOT AREA LANDSCAPE CALCULATIONS RENTON MUNICIPAL CODE LANDSCAPE SECTION 4-4-070 PARKING AREA REQUIREMENTS 4-4-070 F6 = 35 SF OF LANDSCAPING PER PARKING STALL TOTAL NUMBER OF PROPOSED STALLS = 769 LANDSCAPED AREA REQUIRED = 26,915 SF (769 x 35 SF) LANDSCAPED AREA PROPOSED = 40,000 SF (EXCEEDS REQUIREMENTS) INTERIOR PKNG TREES REQUIRED 4-4-070 H-5a = 1 TREE PER 6 STALLS TOTAL NUMBER OF STALLS = 769 TOTAL TREES REQUIRED = 128 TREES (769/6) TOTAL TREES RETAINED = 139 TREES (EXCEEDS REQUIREMENTS) INTERIOR SHRUB REQUIREMENT 4-4-070 H-5b = 1 PER 20 SF OF LANDSCAPED AREA AREA = 26,915 REQUIRED SHRUBS = 1,660 INSUFFICIENT. APPROVED BY ALEX MORGANROTH, CITY OF RENTON PLANNER. INFILL SHRUBS PROVIDED AND INTENT OF CODE MET INTERIOR GROUND COVER REQ. 4-4-070 H-5c = 90% AREA = 26,915 INSUFFICIENT. SEE PRIOR NOTE ABOVE S Q STATE OF WASHINGTON LICENSED LANDS A CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: PROXIMITY TO LANDSCAPE REQ. 4-4-070 H-5d = </= 50' BETWEEN STALLS & LANDSCAPE AREAS = LU 00 = SATISFIED U LLJ O CO PERIMETER TREE REQUIREMENT 4-4-070 H-4a = 1 PER 30' OF LINEAL STREET FRONTAGE LINEAL STREET FRONTAGE ( ALONG 152ND) = 337 U REQUIRED TREES = 11 (337/30) Z RETAINED TREES = 10 (ONE REPLACEMENT ADDED) LLUL. LN z PERIMETER SHRUB REQUIREMENT 4-4-070 H-4b = 1 PER 20 SQ FT OF LANDSCAPED AREA J � 0 AREA = 4,406 SF 3: REQUIRED SHRUBS = 220 (4,406/20) W Z W RETAINED SHRUBS = 0 (AREA IS LAWN) Z L() PERIMETER GROUND COVER REQ. 4-4-070 H-4c = 90% COVERAGE WITHIN 3 YEARS AREA = 4,406 SF REQUIRED GROUND COVER = 90% COVERAGE RETAINED GROUND COVER = 100% (AREA IS LAWN) R-432447 DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: 1" = 100,-0', TITLE: OVERALL SITE PLAN C C'7 O O O I CM Q D J u T C\1 It O O C\1 A, u C'7 C\I Ir 0- 0 50' 100' 200' 400' Graphic Scale: 1" = 100'-0" at full size (22" x 34") SHEET: Ll ■ OO CV CO I LU 6 O - O U o• Lu \ "l 0 O �^ X X a — X — —X— — °- _`— — —.�X — — =0—X \ °y6A J _ _— —�a I U 0U� ------------------I------- 1-------------Is I a °I TB 0 1� 4 y9 a06\----------y — — — — — — \ ----�9 T Tea T T L �• �� I 1� RR IN °', o / ^° . ^� d e UGP UGP °• UGP"° P °� ,.T.9 0 �o� } OF / ^°� x oy x o — — — ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o ❑o o ❑o ❑o ❑o ❑o ❑o ❑o ❑o 0 0 x ob \ o. o °' \ \ \ `' T �- T pT " °9 EL LLl L --- — ------ Yn�o _ x o o KI p 0 0 M. 0 0 0 0 RD d}— I�— ya \ N O11 WY PH I F FD FD— -FD�FD F� F iif /� ii I / �� \ \ \ �p / I e y I Q U 00 I o � J 4 REE TO REMOV • D ° I �,° M v \ V �/ �' 0 i 9Q 1tio •. _ ., x `° ^ _ °'3" 1 (n °yP^ I �� .. lob^y O 01- O' p• �O• 9 S� SID X-C SID — — — J W W W W---- 0 \k0 a .. 1'S ,y0 I'll ..e J —..�� .. ,.•iti _e .Ax <^" by a X,\ I 9• LANDSCAPE SPECIFICATIONS & NOTES 1. SCOPE OF WORK a. The landscaping and irrigation work is part of a larger site project resulting in disturbance to the site, landscape and irrigation. As such, the landscape contractor shall coordinate all work with the general contractor, both before any construction begins, and during the course of construction. 2. MATERIALS a. Topsoil. Topsoil A shall be a 3 way blend of the following products; sandy loam, sand and organic compost (40-40-20). Refer to Specifications b. Mulch. Mulch shall be dark fine mulch, applied to a 2" compacted depth on all beds. Mulch available from Pacific Topsoil 800-884-7645 c. Fertilizer. Agraform 21-gram tablet time release fertilizer shall be used in all plantings. Place 1 for each ground cover, 2 for each shrub and 4 for each tree. They shall be placed in the plant pits as detailed. Also, top dress all plants with a suitable 'starter' fertilizer. d. Tree Stakes. Tree stakes shall be 2" diameter x 8' length Lodgepole pine. Fasteners shall be 1" PVC Chain -Lock, placed as detailed. 3. SOIL PREPARATION a. Prior to any landscape work, contractor shall remove, or have removed, all debris from the other building trades from the landscape surfaces. NO landscape work shall commence until the areas are cleared of other trades debris. b. Cultivate the existing ground surface to a minimum depth of 8" and remove all rocks over 1 ", existing roots and other debris. c. Fine grade the subgrade to adjoining surfaces in preparation of adding specified topsoil. d. Beds. Place a minimum of 8" of specified topsoil on all beds and till or cultivate the topsoil a minimum depth of 8". Remove all rock and debris which may surface. Finished grade of topsoil shall be 2.5" below adjoining paved surfaces, allowing 2" for mulch. Therefore, finished grade shall be 1/2" below paved surface. 4. PLANTING OF TREES, SHRUBS AND GROUNDCOVERS a. Contractor responsible to verify quantities. b. Contractor is to confirm that all beds are prepared and ready for planting, without interference with other trades. c. Layout all plants as per plan and approval by Landscape Architect or Owner's Rep, making sure the plants are orientated to give best appearance to the viewer. d. Pit plant all plants into prepared soil and plant per the details. While planting, water the plants into the plant pits thoroughly soaking the root balls and soil. Place fertilizer tablets as specified, filling plant pits with specified topsoil. Top dress fertilize when completed. e. Trees planted 5' or less from paved surfaces shall be planted with root barrier control. f. Shrubs and groundcover shall be planted to attain coverage of 90% of the planting area within 3 years. 5. SOD PREPARATION a. Place approx. 4" of specified soil mix to prepare the areas prior to placing sod, filling all depressions and removing all high spots. Compact uniformly with a water filled drum. b. Install sod, making sure the sides and ends are butted tightly together. After sod is installed, roll it with a water filled drum. c. Installed sod must be flush with plant beds and adjoining concrete surfaces. d. Water with automatic irrigation to assure well rooting and growth of the lawn. e. Fence off areas from foot traffic or others through establishment period and until final approval. f. Mow a minimum of 2x before when lawn is long enough for mowing prior to final approval. 6. LAWN ESTABLISHMENT a. Confirm a full coverage, working automatic irrigation system, prior to installation of lawn. Mow every 7-10 days until established and approved. 7. WARRANTY a. All landscaping shall be warranted for one year from FINAL ACCEPTANCE. Plants requiring replacement shall be of the original variety and size as specified herein. 8. IRRIGATION a. An automatic irrigation system shall be installed through the Bidder Design process b. Contractor to confirm location of controller with owner. c. Contractor to provide Coverage Test for approval by Landscape Architect or Owner. d. Contractor to provide As -Built Drawing of irrigation system. PLANT SCHEDULE QTY. BOTANICAL NAME TREES 2 Abies lasiocarpa 3 Acer truncatum x platanoides 1 Acer platanoides 3 Acer truncatum 'Warrenred' 3 Carpinus caroliniana SHRUBS 4 Choisya ternata 3 Berberis thunbergii 'Rose Glow' 83 Mahonia aquifolium 'Compacts' +� 28 Myrica californica 14 Nandina domestica 'Gulf Stream' 8 Pieris japonica 'Mountain Fire' �-24 Polystichum munitum 18 Prunus laurocerasus 'Otto Luyken' 89 Rosa nootkatensis o 14 Spiraea betulifolia 'Tor' 1 Spiraea japonica 'Walbuma' GROUNDCOVERS / GRASSES a 251 Arctostaphylos uva-ursi 'Vancouver Jade' 6 Calamagrostis x acutiflora `Karl Foerster' o— 34 Pennisetum alopecuroides 'Little Bunny' o- 48 Calluna vulgaris 'Firefly' Existing Trees COMMON NAME SIZE & SPACING, NOTES Q LO cO J N C"4 S Q STATE OF WASHINGTON LICENSED LANDS A11CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS REV 1: Subalpine Fir 6'-8' ht, uniform & full bodied, B&B REV 2: REV 3: Crimson Sunset Maple 2" cal & 8'-12' ht min, 40' OC ±, fully branched & uniform, adjust around utilities in the field, Norway Maple Pacific Sunset Maple Native Flame American Hornbeam Mexican Orange Blossom Rose Glow Barberry Compact Oregon Grape Pacific Wax Myrtle Gulf Stream Heavenly Bamboo Mountain Fire Pieris Western Sword fern Otto Luyken Laurel Nootka rose Birchleaf Spirea Magic Carpet Spirea Kinnikinnick 'Vancouver Jade' Feather Reed Grass Little Bunny Fountain Grass Firefly Heather X Existing trees to be removed for construction 11 trees proposed to be removed 12 trees proposed to be added. (1:1 replacement requirement) 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B 2" cal & 8'-12' ht min, fully branched & uniform, spacing as shown, B&B 5 gal, spacing as shown 5 gal, spacing as shown 1 gal @ 3' OC, triangular spacing 3gal @6'OC 3gal @3'OC 5gal @5'OC 1 gal @ 3' OC 3gal @4'OC 1 gal @ 3' OC 3gal @3'OC 5 gal, spacing as shown 1 gal @ 3' OC 1 gal @ 4' OC 1 gal @ 2' OC 1 gal @ 30" OC CURRENT PUNNM1O ammarparroih Oa 1 9-2d25 R-432448 0 10' 20' 40' 80, Graphic Scale: 1" = 20'-0" at full size (22" x 34") PROJECT ADDRESS: _ LU C/) 00 L0 Uwo CO Q O� = Q Q Uzi LU LPL N LO Z J � 0 LU Z Z LU r— DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: 1" = 20'-0'' TITLE: PLANTING PLAN BUILDING SHEET: Ll Ol ■ co O 0 I co Q J u T CV It C:) CV , LJ H • H co C\I cc 0- CM I W I `r V�4L�Ej•H�GywAY_SR16g ADJUST STREET TREES TO BE �MINIMI I OF 5' FROM UTILITY BOXES, TYP RESTORE WITH NATIVE VE zz — ^\ S o 6 0©0� D --------------------- o c 12 N �... ❑o ❑o _ x 1 4- ® ❑o �. J 04 705— — W LU �' ..� :..,� _ 1p6 — O F I 4)'T�LS-LQ,BE_Z MQVED I LIMITS O RF OW WbRK,, I REFER TO CIVIL I I I FRONTAGE LANDSCAPE PLAN Mqo/E 0 SR 169 1 0 ° 4 P / 17� �1- LEASE �a � / / \ SIGN OP o � ° P � — — — — \ op P D a ° r5� (1)-TRE VED \ _ — — -- -� OP �102- — \_ 101�'\\I\ N�54j'3 r \ LIMITS OF WORK, REFER TO CIVIL 77 O AF if A `706 \ 1 \—___A LIMITS OF WORK, REFER TO CIVIL 4IB tiry °06 MAPLE V ALLEY I1WV _ I I MAP � I LE V,,, --103 ���� P 44-- �— \ OP 104— P ZZ =02 70 \ \ LEy H4Vy I I I CURRENT PLANNING � N O I � J Cl) a n � Idrl _ EASEMENT ® l \ WSDOT DRAINAGE 5" � I-106-OP op 2 FRONTAGE LANDSCAPE PLAN \ I WSDOT 20' DRAINAGE EASEMENT I R-432449 Cn o E U 00 o w Q Q I E o J U 0 � Q � o LU } O — N U LO U cn o 0 � 0 N 0 N C7 J N c�,4 I S Q STATE OF WASHINGTON LICENSED LANDS A CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: T w M 'W^ (� U LUV, / w Q O., Q Q UZLU LL. N LO Z O S� LU Z LU Z DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: 1" = 20'-0" TITLE: LANDSCAPE PLAN FRONTAGE CD co co CD I co Q J u T O N AN u co Ir 0— 0 10' 20' 40' 80, Graphic Scale: 1" = 20'-0" at full size (22" x 34") SHEET: Ll m02 N I I 0 LU / I / I I a . I I I \ � I I I I 110 I C I I 110- 1 I°.. I ICI IaI: I I I —---------------° _-- -- _-------fD o� cv o .Q —EXISTING SHRLIBS-AI41D GRp AND OV/E S T REMAIN, /1 1 1 1 1 1 1 I I I \,q a- / SD SD SD §D SD- IZ �' \ \ I /' (3) ROSE 91LOWBARBERRY, WHICH WOULD PROVIDE 1 SHRUB BETWEEN EACH TREE IN THIS ISLAND AREA EXISTING\SHRUBS AND \ SD SD SD 7 70 � / i I I I I ICI EXISTING TREES �NDI AWN TO REMAIN, TYPIOGAL I I ICI I I I I �I I II I I I ICI I I I � �10 q ��—SD SD— i 26"F Cn o U00U LU Q Q 3 0 O SSMH 13843 RIM 106.40 Q 8" PVC IE 96.59 } o (IN S., OUT N.) w d — U U o ° C) O °\ 0 N N J CV N 0 I I STATE OF WASHINGTON LICENSED LANDS A11CHITECT I d O MOGHAN LYON I LICENSE NO. 1444 ar TBM-D RR SPIKE IN W. FACE OF UP ELEV=107.32 0 \ o \ -W SE155ryC E t RESTORE DISTURgEP IAREAS 0AND REPLACE' WIT ILAAWN S" PvC IE 98.12 (IN S. & E., OUT N.) O1 °•• a�q. N88°13'47"W 26. Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: LU 00 Uwo > 00 Q O., _ C) Q UZ� LU LL. N LO Z J � O i LU Z LU Z — r ry DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 (3) PROPOSED PA KINr LOT/STREET TREE A- PROJECT New Life Church -Renton wd r')W NUMBER: LLA0404.23 SCALE: 1" = 20'-0" TITLE: PLANTING PLAN R-432450 PARKING LOT 0 10' 20' 40' 80, SHEET: Graphic Scale: 1" = 20'-0" at full size (22" x 34") Ll ■ CURREN[ PLANNING mnatgerreMr 034 i&2ws CO O 0 LU I� WIDE BRANCH ATTACHMENT REMOVE BURLAP FROM TOP HALF OF ROOTBALL ROTOTILL COMPACTED SUBGRADE AS SPECIFIED STRONG STOUT STEMS AND BUDS COVER SOIL LOOSENED AREA WITH 2" BARK MULCH. KEEP MULCH 3" FROM TREE TRUNK DIG THE PLANTING PIT AT LEAST 2 TIMES THE SIZE OF THE ROOTBALL 717 1I- �1 -III =III1 I IIII1 I Ii 11 I I1111 I I1111 1111 �_ 11 I -1 11=1 11=1 I I —III —III —I I III I I 1=1 11=1 11=1 11=1 11=1 11= NOTE: I—III—� I-1 I 1—I —11-1 1 I 1=1 1. FERTILIZE AND WATER AS SPECIFIED FOLLOWING PLANTING. SPECIFIED TOPSOIL 2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION. PLACE ROOTBALL ON SOLID SOIL J. SEE STAKING DETAILS DECIDUOUS TREE PLANTING DETAIL SCALE: NTS PLACE TOP OF ROOTBALL 1 " ABOVE LEVEL GROWING IN NURSERY DIG THE PLANTING PIT AT LEAST TWICE THE SIZE OF THE ROOTBALL TILL COMPACTED SUBGRADE AS =III —I SPECIFIED I i i—i i'_ NOTES: 1. FERTILIZE & WATER AS SPECIFIED FOLLOWING PLANTING. 2. SEE SPECS FOR ADDITIONAL INFORMATION 3. SEE STAKING DETAILS. COVER SOIL LOOSENED AREA WITH 2" MULCH. KEEP MULCH 3" AWAY FROM TREETRUNK U) w z ry m O O m O DECIDUOUS TREE STAKING DETAIL SCALE: NTS W w LL C W CV ;K TREE TIES .E STAKE. PLACE 3ALL TRATE 12" MIN. 1 OF PLANTING PIT 2" MULCH SAUCER SHRUB PLANTING DETAIL SCALE- NTS NOTES: 1. USE PLANT STARTER SOLUTION DURING PLANTING OPERATION. FEED AS SPECIFIED. 2. SHRUBS SHALL BEAR SAME RELATION TO FINISHED GRADE AS IT BORE TO PREVIOUS EXISTING GRADE. TOP OF ROOTBALL SHALL BE 1" ABOVE FINISHED GRADE FG z iy) SPREAD ROOTS OF BASE ROOT PLANTS OUT OVER CONE OF HAND -FIRMED TOPSOIL CONE OF HAND -FIRMED TOPSOIL FOR BALL & BURLAP PLANTS CHAIN LOCK TREE TIE 2" MULCH C) U 00 o w Q Q _ I o J U o Q LL } o V) U LO U cn o 0 � N o N Q r� N N 4 11 S Q STATE OF WASHINGTON LICENSED LANDS A CHITECT VOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: 111=111 III=1 I 1=11 1-� (SEE SPECSI)LL \\ I ": ` . c° I= LU 00 REMOVE BURLAP 2� \\\ � LO -6'� FROM TOP /2 OF I , I SPECIFIED TOPSOIL V W Q 2 � I I00 ROOTBALL PLACE ROOTBALL ON SOLID SOIL = Q Q CONIFER PLANTING DETAIL CONIFER TREE STAKING GROUNDCOVER PLANTING DETAIL V Z SCALE: NTS SCALE: NTS SCALE: NTS LPL LO Z J � O LU Z Z Lr)� w ry PLANT SET AT-----\ ORIGINAL DEPTH ORIGINAL GRADE PLANT SET AT , ORIGINAL DEPTH FINISHED GRADE SAUCER BUILT ON LOW SIDE SAUCER BUILT ON LOW SIDE BLEND INTO _ MULCH, AS SPECIFIED EXIST. SLOPE _ _ PLANTING SOIL & FERTILIZER - - BLEND INTO 12" MIN EXIST. SLOPE EXIST. SUBGRADE i1 I I I I I I TREE & SHRUB SLOPE PLANTING DETAIL SCALE: NTS ORIGINAL GRADE FG MULCH, AS SPECIFIED. -`I I KEEP 3" AWAY FROM TRUNK \I PLANTING SOIL & FERTILIZER --12" MIN EXIST. SUBGRADE $r nacoa rrm 031& DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: NTS TITLE: PLANTING R-432DETAILS 451 SHEET: Lim 4 C'7 co O O I N Q J T CV It O N AN C'7 rr n ■ • •• LLJ • • • o '�' a " • Lij Vo y, • -"rah - p,. `„4r. _ _,s�" e.;s•'f r, _1 - - yy `CD ', �I7A • '�l • .�I .l ,•h,r+,j �'+f �.."° •�rP 4" rr� I' i" S,i ` •i f'}� . R Y -,.lyr Ili. 1 _ /" _ ;- .� 5,.. •, 'V - _ tf` `op _ • 00LO [ .� y4 .' •o'1a' ''i ,h *1,��. ,) it . `'a # Rpli,A, _ •'rr 1,: •* _ .. a¢..�" • t `. .. I; F ��l'���.i ir.�-�e�k .`•R _ -r v-S T• w "t .raja.; q�i' r J6 : .ta •�'! _,{' �� A f �i ht'��/ X,a" 1 a ,�•r ''TTglli• h { 4 '• _ +�• 1 �y. 1 ,- a jjj I� �II, rw� �'!_ ., 7 NN . 4 .if k�" i1y" r •�' ► N, •i'� _ k ,�`t. •[J {I[, 1V lii ii ���'� � ��� � _ t•�i' 4'.4. 5�. '' _ s ?-ir �, yy � _ cal folk STATE OF WASHINGTON r +ft �p IPA ti'�?. .} : t'sAs ' 1' LANDSCAPELICENSED M. .' ' • iM , ■. �,}� ` r by _.� . — „ _ it - - LICENSE NO. 1444 "'ems '�M ? ��' "�� (� ~ �1 � + ,' -- - - '� - - • Know what's below. 0 r , r > \ • I before you • �I••y I Kr' � `,1, DRAWING kPERMIT A� SUBMITTAL REV 1: REV 2: REV 3: PROJECT ADDRESS: WA 40 or. 10 ` i - 1'_ �y rA ish.a � `- _ a `- i :— .ft ,•a ' f .• I T ■ _ r -_ —r e _. • - •��• r. a-- r SLO LU �M _ /��,{{f ..SFr ���o- !� f t+r � - •,',.�-�tw- Uj OL CID ay \ 1 ¢ — • • • • • • •• • •• •- • • • •-> •• LO Feather Reed Grass Little Bunny Fountain Grass DESIGN: MJL WIT C r DRAWN: MJLHECKED: EW .i fi s �� � � DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 1 q ji 2 a � y SCALE: NTS � rr r TITLE: ``� � � >°i , til .. � �, h, i � as g•,{Ap' Kinnikinnick ;. , Firefly Heather f� t '� f �Lr'�`J,,I `I _. PLANT "Vancouver Jade" i1te#:;eel IMAGE G S -LW 11�.x 6m� i U&'- R-432452 SHEET: Ll m05 It N 0 `W 1 O E � O U 01, W Q a _ O I J � O � O W N U U o ' 0 O o- Z N o N CV C14 1111111111 �:, a® 4 Ir 1 B s 0� I o�( � I\ 0 r� ftftft waft I S Q STATE OF WASHINGTON LICENSED LANDS A CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: bo e = W W ( / V wo^J > Co = p Q i Z W LL. N V) , Z ---- LJJ Z r Z W —s J � I i ¢ J I 1 ,�1 CURKINIT F"JNIMING amorparrm .3-2- 1 &?US e)l R-432453 0 50' 100' 200' 400' Graphic Scale: 1" = 100'-0" at full size (22" x 34") DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: 1" = 100'-0" TITLE: OVERALL IRRIGATION PLAN SHEET: L2mOO CIO N a J co N r n 0�X X-flUTOMATIC COJ�TRO�FR, ti y O ° 6 ��xI^� y i X X X X _/� �- ��_ iw _�6�i� i�.1 i� O�'. \ \ ° .�I� y:. y. COORDINATE EXACT LOCAMO = - - o --15.0 5-----------r-------+-------------�s o1 0 OWNERS REPRESENTATIVE�� 1 IRRIGATION SCHEDULE ;� 3 T T^a T ! T T�5 ° ` . I �• ,° o o o 0 0^ /4 '• 3/4" `� d a UGP -tO UGP ° UGP o P o^ T ^ p 0 8 8 8 0 o x,o°^ SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY o -- = - ----- ( 1" RL-=-I X \ \boy �pU -- u( A i1 pQ ICV yp \ \ \ I RAIN BIRD 1812-PRS-U 15 STRIP SERIES o $I 3/4" II �-li I / v SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH 26 IRRIGATION POINT 1 I _ I �M1� 0 EST LCS RCS CST SST CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. F CONNECTION L2.03 I - 2" NPT NPT FEMALE THREADED INLET. WITH PRESSURE x ° i I W I °s N p REGULATING DEVICE. . 10 10 a 6 X x x _ _ _ _ _ _ _ _ _ _ _ _ V' RAIN BIRD 1812-PRS-U U8 SERIES / I OFFICE SS -Ss.;;; -_�ss-Ss-Ss- - -°s- I a SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH 45 FFE=111.17 a / yA ti X ; a 4 o T H F CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. S13 SD SD x SD X 10 ±3,490 SF SD SD Y SD Xet c� i NPT FEMALE THREADED INLET. WITH PRESSURE LLJ ^°°°� a.. � REGULATING DEVICE. 10 O I °,� x I, I c I y °ti ^ ti � I � - - - ,�°' �a ^� Cn I W RAIN BIRD 1812-PRS-U U10 SERIES I . ° i , SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH 13/4„ 3/4„ I I o >>o ° ° I Q 10 10 10 10 CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. 23 I ono I I o 0 o I Xo� ,�. O� o T H F NPT FEMALE THREADED INLET. WITH PRESSURE 10 10 1 Fo 1„ ° ---r,1 I / I � � �- I 1 -- --- /4 I I I C) III N 4 REGULATING DEVICE. _3/410 10 10 10 %ap RAIN BIRD 1812-PRS-U U12 SERIES V, 0 1212 12 SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH I ` ` o 0 90y °° 12 12 12 1 31 o� ° P,^ h ^yh - P° � / / °°°°�°�°°°°° 1 \ ^°P � ° �° �- o T H TT To F CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. w ■ ■ o 6 16.3 7 12.2 0 \ )I NPT FEMALE THREADED INLET. WITH PRESSURE REGULATING DEVICE. 09. n _ I O I �e I �60 c� RAIN BIRD 1812-PRS-U U15 SERIES p h x^°y0 x y° I o• ad ■t- T ■ o `�^ 0�0° a6y p^ °� I I Id.'O, x 15 15 15 15 15 15 SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH 21 1 ^ VAN ° I cn o T H TT To F CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. - J L - Z- - - ® ^� i I REGULATING DEVICE.THREADED INLET. WITH PRESSURE �W -NPT FEMALE �W�W W-W y0 ----�W W W W- - - - - - - W-W- RAIN BIRD 1812-PRS-U HE -VAN SERIES pXy®-VAN -VAN SHRUB SPRAY, 121N. POP-UP SPRINKLER WITH 14 X I ^Dy XO 1a 10HE-VAN 15 15HE-VAN CO -MOLDED WIPER SEAL. SIDE AND BOTTOM INLET. 1/21N. >> 71 I NPT FEMALE THREADED INLET. WITH PRESSURE 0� I 'o^ o °° ° REGULATING DEVICE. G � ' Ory ^ 7,-6 Oyy 0y °^y Oy° \ I a . . T° � ., 0 SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY GENERAL NOTES 1. THE CONTRACTOR IS TO INSTALL AN AUTOMATIC IRRIGATION SYSTEM THAT WILL PROVIDE 100% COVERAGE FOR ALL LANDSCAPED AREAS. 2. REFER TO DETAILS FOR INSTALLATION INSTRUCTIONS. 3. MEET ALL APPLICABLE LOCAL AND MUNICIPAL CODES FOR WORK NECESSARY IN IRRIGATION SYSTEM INSTALLATION. 4. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LICENSES, PERMITS, AND USE/SALES TAXES APPLICABLE TO THIS PROJECT. 6. VERIFY ALL SITE INFORMATION PRIOR TO CONSTRUCTION. NOTIFY OWNER/LANDSCAPE ARCHITECT OF ANY DISCREPANCIES FROM PREPARED IRRIGATION PLANS. 7. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO UNDERGROUND UTILITIES CAUSED BY INSTALLATION OF IRRIGATION SYSTEM. 8. CONTRACTOR IS TO REFER TO AND COORDINATE IRRIGATION SYSTEM INSTALLATION WITH LANDSCAPE PLANS. AVOID CONFLICTING LOCATIONS BETWEEN PIPING AND LANDSCAPE MATERIAL, EDGING, ETC. 9. TAP LOCATION ON PLAN IS SCHEMATIC, CONTRACTOR IS TO VERIFY LOCATION AND COORDINATE WITH OWNER AND ALL OTHER DISCIPLINES. 10. CONTRACTOR IS TO PROVIDE ALL NECESSARY PIPE, VALVES, ETC. DOWNSTREAM FROM POINT OF CONNECTION NOT INSTALLED BY OTHER DISCIPLINES. 11. CONTRACTOR IS TO VERIFY AVAILABLE PRESSURE AND FLOW AT POINT OF CONNECTION PRIOR TO INSTALLATION OF IRRIGATION SYSTEM EQUIPMENT AND NOTIFY LANDSCAPE ARCHITECT WITH VERIFICATION FIGURES. FAILURE TO NOTIFY LANDSCAPE ARCHITECT WILL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY ALTERATIONS TO THE PLAN DUE TO VARIATIONS OF PRESSURE OR FLOW AT HIS/HER OWN RISK. 12. INSTALL MANUAL DRAIN VALVES AT ALL LOW POINTS TO ALLOW FOR SYSTEM WINTERIZATION. 13. CONTRACTOR TO COORDINATE INSTALLATION OF SLEEVING WITH BUILDING CONSTRUCTION AND INSTALLATION OF PAVING AND SIDEWALKS. ALL SLEEVING UNDER PAVED SURFACES SHOWN ON PLANS IS BY CONTRACTOR UNLESS OTHERWISE NOTED. ALL MAINLINES, LATERAL LINES, DRIP LINES AND CONTROL WIRES UNDER PAVED SURFACES ARE TO BE INSTALLED IN SLEEVING. INSTALL SLEEVING AS PER DETAIL AND SPECIFICATIONS. ALL SLEEVING TO BE TWICE THE SIZE OF PIPING ROUTED THROUGH SLEEVE. 14. ALL PIPING, PVC ELECTRICAL SLEEVES, ETC. UNDER PAVING SHALL BE INSTALLED PRIOR TO PAVING WORK. NO TEES, ELLS OR OTHER TURNS IN PIPING SHALL BE LOCATED UNDER PAVING EXCEPT WHERE SHOWN ON DRAWING. CAP ALL ENDS HAND TIGHT PRIOR TO BACKFILL USE PVC SCHEDULE 40 PIPE FOR ALL NON -PRESSURE LATERAL LINE PIPING INSTALLED UNDER PAVED AREAS. 15. CONTRACTOR IS TO PROVIDE ELECTRICAL POWER TO THE AUTOMATIC CONTROLLER. COORDINATE LOCATION WITH OWNER/LANDSCAPE ARCHITECT. 16. CONTRACTOR SHALL EXTEND SPARE CONTROL WIRES FROM EACH CONTROLLER TO THE END OF THE MAINLINE SERVING THAT CONTROLLER. SEE DETAILS FOR NUMBER OF SPARE WIRES AND INSTALLATION REQ. 17. INSTALL ALL MATERIALS AND EQUIPMENT AS SHOWN IN DETAILS. USE TEFLON TAPE OR TEFLON PIPE DOPE ON ALL MALE PIPE THREADS ON ALL IRRIGATION SWING JOINT AND VALVE ASSEMBLIES. 18. ALL TRENCHES TO BE PUDDLED AND COMPACTED TO THE SAME DENSITY AS THE UNDISTURBED ADJACENT SOIL. 19. CONTRACTOR TO PERFORM IRRIGATION AUDIT FOR IRRIGATION ZONES AS PART OF FINAL IRRIGATION ACCEPTANCE. 20. IT IS THE INTENT OF THIS DESIGN THAT ALL IRRIGATION EQUIPMENT BE INSTALLED IN LANDSCAPED AREAS AND WITHIN THE PROPERTY LIMITS. ANY EQUIPMENT SHOWN OUTSIDE OF THESE LIMITS IS SHOWN IN THAT LOCATION FOR GRAPHICAL CLARITY ONLY. ALL VALVE BOXES SHALL BE INSTALLED A MINIMUM OF 2'-0" FROM EDGE OF ANY PAVED SURFACES. AND A MINIMUM OF 3'-0" FROM THE CENTERLINE OF ANY DRAINAGE SWALES. 21. IF PROPOSED IRRIGATION SYSTEM IS CONNECTING TO AN EXISTING SYSTEM, CONTRACTOR IS RESPONSIBLE FOR TESTING AND VERIFYING BOTH EXISTING AND NEW IRRIGATION SYSTEMS PROVIDE 100% COVERAGE. 0 10' 20' 40' 80, Graphic Scale: 1" = 20'-0" at full size (22" x 34") CRITICAL ANALYSIS Generated: 2025-01-10 10:22 P.O.C. NUMBER: 01 Water Source Information: FLOW AVAILABLE Water Meter Size: 1" Flow Available 37.5 GPM PRESSURE AVAILABLE Static Pressure at POC: 60 PSI Elevation Change: 5.00 ft Service Line Size: 3" Length of Service Line: 20 ft Pressure Available: 58 PSI DESIGN ANALYSIS Maximum Station Flow: 19.39 GPM Flow Available at POC: 37.5 GPM Residual Flow Available: 18.11 GPM Critical Station: 3 Design Pressure: 30 PSI Friction Loss: 3.38 PSI Fittings Loss: 0.34 PSI Elevation Loss: 0 PSI Loss through Valve: 2.83 PSI Pressure Req. at Critical Station: 36.5 PSI Loss for Fittings: 0.13 PSI Loss for Main Line: 1.34 PSI Loss for POC to Valve Elevation: 0 PSI Loss for Backflow: 5.26 PSI Loss for Master Valve: 0.5 PSI Loss for Water Meter: 2.08 PSI Critical Station Pressure at POC: 45.9 PSI Pressure Available: 58 PSI Residual Pressure Available: 12.1 PSI G1 w RAIN BIRD PEB-PRS-D 11N., 1-1/21N., 21N., 31N. PLASTIC INDUSTRIAL REMOTE CONTROL VALVE. LOW FLOW OPERATING CAPABILITY, GLOBE CONFIGURATION. WITH PRESSURE REGULATOR MODULE. RAIN BIRD 44-LRC 1IN. BRASS QUICK -COUPLING VALVE, WITH CORROSION -RESISTANT STAINLESS STEEL SPRING, LOCKING THERMOPLASTIC RUBBER COVER, AND 2-PIECE BODY. GATE VALVE 2" RESILIENT SEATED GATE VALVE RAIN BIRD EFB-CP 2" 11N., 1-1/4", 1-1/21N., 21N. BRASS MASTER VALVE, THAT IS CONTAMINATION PROOF W/SELF-FLUSHING FILTER SCREEN. GLOBE CONFIGURATION, RECLAIMED WATER COMPATIBLE, AND PURPLE HANDLE COVER DESIGNATES NON -POTABLE WATER USE. WATER METER 1" IRRIGATION LATERAL LINE: PVC CLASS 200 SDR 21 IRRIGATION MAINLINE: PVC SCHEDULE 40 PIPE SLEEVE: PVC CLASS 200 SDR 21 - - - - - - - SLEEVING SHALL BE DUCTILE IRON UNDER PAVEMENT Valve Callout Valve Number Valve Flow Valve Size 7 1 2 1 1 1,696 L.F. 562.7 L.F. 60.4 L.F. U C) - 00 0, O U w _ Q Q O w U � O J � Q U � O � w } O LL <rv00 N - O U 0o N MLI N N S Q STATE OF WASHINGTON LICENSED LANDS AlICHITECT 1 MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: T i LLB L/) 00 Lr) Uw0 00 Q Q UZ� LU N Lo Z J � O LU Z Z LU r- VALVE SCHEDULE NUMBER MODEL SIZE TYPE GPM PSI PSI @ POC PRECIP DESIGN: MJL DRAWN: MJL 1 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 15.72 33.6 41.6 0.77 in/h CHECKED: EW 2 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 17.33 34.2 42.9 0.79 in/h 3 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 19.39 36.5 45.9 2.27 in/h DATE: January 27, 2025 4 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 13.64 33.7 41.0 1.18 in/h 5 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 14.98 33.5 40.3 1.35 in/h PROJECT: New Life Church -Renton 6 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 16.3 33.2 40.4 1.29 in/h NUMBER: LLA0404.23 7 RAIN BIRD PEB-PRS-D 1" SHRUB SPRAY 12.23 34.1 40.7 1.39 in/h SCALE: 1" = 20'-0'' TITLE: BUILDING IRRIGATION CURRENT PLANNINCA R-432454 PLAN Aarparrm SHEET: 0 2. 1 &°202 L2mOl C'D O O i N Q J 6, u co N rr 0- N I I W <<EYH/GHw 4Y- sR-169 SD I ti \ o � ❑0 1 6. \ ° .. \\ 05 _ N ::...•.:.. x \ LU LU I x 1" I I I I I I I I I I I �� / � \FRONTAGE IRRIGATION PLAN e 9 ll \gyp ! 105 0 4l_ �\ l \\� OP LEASE x \ \ OP SIGN °' i \\ 104—__ op P ". \ \ x \QP �� P 0 \ / \\ �\ \ \�� of 0 \ \ \PST\\ \ / p\\ \\ ��� d P � \ op 104- (DO\\°° ro9 ° ° _ �_101-�����\�ryy, N75^41'35„ x --103—_ ryoo�`\ W 44 x NIX °-OP PZf FRONTAGE IRRIGATION PLAN O WSDOT DRAINAGE EASEMENT 0 x �� \ NIA n_°1 R'?1:,"F 15M, I i MAPLE VALLEY J'� r j n > - OS 1 o _ _ / ° 0�6 \9P �4135„ 2g 3. / -106 o1 op op IWSDOT 20' DRAINAGE EASEMENT C1JMAl1i PLM1016 &Mo►a8ftFo0 03411 N24025 R-4� 32455u CnoE o U 00 W ar 2Q _ O U O Q � � } O W N N- U — CO U o C o O o Z V) N J N N 41 S 'AD STATE OF WASHINGTON LICENSED LANDS A CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL REVISIONS: REV 1: REV 2: REV 3: PROJECT ADDRESS: W ' ^ M W U w o / co Q UZ� 2: Lb Z � O Lu Z'u�^, Z LU _ / r— DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: 1" = 20'-0" TITLE: FRONTAGE IRRIGATION PLAN N a J A, u 0 10' 20' 40' 80' Graphic Scale: 1" = 20'-0" at full size (22" x 34") SHEET L2mO2 CO O W 18" OF UNOBSTRUCTED 2" SCHEDULE 40 PVC PIPE 2 MANUAL CONTROL L2.03 VALVE 2" MAINLINE �U MANUAL DRAIN VALVE 6 FLOW METER L2.03 2" MAINLINE 3 2" DOUBLE CHECK VALVE L2.03 4 QUICK COUPLER VALVE L2.03 36" UNOBSTRUCTED 2" SCHEDULE IRRIGATION 40 PVC PIPE 1 r--- — — — METER. SEE CIVIL I I DRAWINGS FOR I I i WATER METER 1 " w LOCATION. I I L— — — — — — I 2 MANUAL CONTROL VALVE 5 L2.03 L2.03J MASTER VALVE POINT OF CONNECTION LAYOUT NOT TO SCALE SWIVEL HOSE ELL FOR HOSE FITTING ON QUICK HOSE COUPLING VALVE KEY. PROVIDE 1 KEY FOR EACH QUICK COUPLING VALVE. SECURE W/ STAINLESS STEEL HOSE CLAMPS CONNECT VALVE BOX TO PIPE WITH DUCT TAPE - 3 WRAPS. PLASTIC VALVE BOX. SET FLUSH W/ FINISH GRADE --SET TOP OF Q.C. 2" MIN. BELOW FINISH GRADE. —QUICK COUPLING VALVE SCHED. 80 NIPPLE S24 \ r L ASCO SEMBLY WIING JOINT CLASS 200 10" PIPE_ / 3/4" RE -BAR, 36" MIN. INTO GROUND 1 CU. FT. GRAVEL BACKFILL FOR _ DRY WELLS O O O 00 0 0 0 0 o 000Z0 0 o 00 0_0 000 QUICK COUPLER VALVE (QC NOT TO SCALE WATERPROOF WIRE SPLICE ALL WIRE SPLICES SHALL BE WITHIN VALVE BOXES ��IIIII. PVC UNION W/ SCHED. 80 PVC CLOSE NIPPLE BOTH SIDES OF VAVLE BALL VAVLE - SAME SIZE AS ELECTRIC CONTROL VALVE SCHED. 80 NIPPLE(S)--,,, LENGTH TO FIT SCHED. 80 TxT ELL c THREADED ELL 2" SCHED. 40 PVC MAINLINE CENTER VA IN I VALVE BOX EXTENSI AS NECESSA SPECIFIED RESILIE SEATED GATE VAL OLASTIC VALVE BOX. ET FLUSH W/ FINISH GRADE 2" SCHED. 40 PVC MAINLINE "-2-PVC UNION SCHED. 80 PVC CLOSE NIPPLES NOTE: SIZE ALL VALVE BOXES TO ALLOW SUFFICIENT ROOM FOR VALVE REPLACEMENT AND MAINTENANCE. MANUAL CONTROL VALVE NOT TO SCALE WIRES TO CONTROLLER PLASTIC VALVE BOX, SET FLUSH W/ FINISH GRADE VALVE ID TAG SCHED. 80 NIPPLE �, o" csd o bop LENGTH TO FIT �ob� �. o ��� °�'� fix) '�)Cnolu 0 4z 1 CU. FT. GRAVEL BACKFILL FOR DRY WELLS SECURE CONTROL WIRES TO MAINLINE W/ MAINLINE W/ MAIN TEE PLASTIC LOCK TIES. DIRECT BURY W/ SxSxT MAINLINE AND INSTALL SLACK LOOP EVERY 50 FEET. ELECTRIC CONTROL VALVE NOT TO SCALE 4x8" M.J. FLANGED ADAPTER 2" SCHED. 40 PVC MAINLINE PVC LATERAL @ 12" MIN., 18" MAX.. DEPTH PLASTIC VALVE BOX, SET FLUSH W/ FINISH GRADE ALL SPLICES IN SPECIFIED WATERPROOF CONNECTORS 71 — 4x8" M.J. FLANGED ADAPTER 2" SCHED. 40 PVC MAINLINE MASTER VALVE INSTALLATION TYP. NOT TO SCALE FUNNY PIPE PLASTIC FLEXIBLE SWING PIPE 6" TO CONC. SURFACE OR SIDEWALK 12" TO BUILDING SURFACE TOP OF HEAD SHALL BE FLUSH W/ TOPSOIL & PERP. W/ SURFACE PER RAINBIRD SPECIFICATIONS SPRINKLER HEAD AS SPECIFIED NOTE: WRAP ALL THREADED FITTINGS W/ TEFLON TAPE - THREE WRAPS MINIMUM & HAND TIGHTEN PVC SxSxT TEE ROTARY & POP-UP MODELS PVC LATERAL SPRINKLER HEAD INSTALLATION - TYPICAL NOT TO SCALE PL ACTI(` \/AI \/C OnV CCT CI I ICU \A// 1=I1,IICU 24" C.I. FLANGI 11. FLANGED REDUCER 2" SCHED. 40 PVC MAINLINE Q��00� OUJoo�o� W� flJ� 2 CU. FT. GRAVEL BACKFILL FOR DRY WELLS DOUBLE CHECK VALVE (DCV) INSTALLATION NOT TO SCALE PLASTIC VALVE BOX - SET FLUSH W/ FINISH GRADE ENCAPSULATING CONNECTION SEALERS WIRES TO CONTROLLER — FLOW FROM — MASTER VALVE 2" SCHED. 40 c PVC MAINLINE PROVIDE 36" MIN. OF STRAIGHT &—j/ UNOBSTRUCTED 2" SCHED. 40 P.V.C. PIPE TO FLOW METER 2" FLOW METER Wallis Cn o E U 0 o LLJ Q Q _ I E O J U 0 (7-� IEr Q U V W } O V) U U o 0 z O — 0 N Q — cy) N cal S Q STATE OF WASHINGTON LICENSED LANDS A CHITECT MOGHAN LYON LICENSE NO. 1444 Know what's below. Call before you dig. DRAWING SET: PERMIT SUBMITTAL WIRES FROM FLOW METER REVISIONS: 2" SCHED. 40 REV l: PVC MAINLINE REV 2: REV 3: 4" 00 ,jo o g v o PROJECT ADDRESS: PROVIDE 18" MIN. OF STRAIGHT & UNOBSTRUCTED 2" SCHED. 40 1 CU. FT. GRAVEL P.V.C. PIPE DOWNSTREAM FROM BACKFILL FOR DRY FLOW METER WELLS FLOW METER NOT TO SCALE 7 12" LATERALS 18" MAINLINE NOTE: PIPE TRENCH SHALL BE NO WIDER THAN NECESSARY TO INSTALL PIPE OR EQUIPMENT SPECIFIED TOPSOIL TYPE A AT DEPTHS AS INDICATED ON PLAN ACKFILL W/ CLEAN SAND PIPE 1" DEPTH MIN. SAND BEDDING PIPE TRENCH NOT TO SCALE L Uh M L14T PLA NMI NG E) LU v) 00 � U w o > oo Q O� = Q Q U zi U.l LL. CAI LO Z J � O uj Z Z w DESIGN: MJL DRAWN: MJL CHECKED: EW DATE: January 27, 2025 PROJECT: New Life Church -Renton NUMBER: LLA0404.23 SCALE: NTS TITLE: IRRIGATION DETAILS R-432456 SHEET: L2mO3