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HomeMy WebLinkAboutzR-4180SetW T i 0 w I— I / / rx� / M M I SE 1/4 SEC. 31, T 23N7 R 05EI W.M. PROJECT TEAM: SW41s1$t �� i l / i \\ \\ \\ Vakty MPd1ca11lc�nter °D`m OWNER: GURUDWARA SIKH TEMPLE Emergency Room N0`O �o`o n s asrd St ^,�o \ 5200 TALBOT RD. S. s laim St sC RENTON, WA 98055 �/8 O 99R9nChM�rk�tAPPLICANT: SATWANT SINGH — �. 15 S. GRADY WAY, SUITE 527 m / i \ `� `� \ I — RENTON, WA 98057 o \\\ �� `�\ �•\ \\\ 1 206-391-3311 PMVRSINGH@GMAIL.COM w TE i CIVIL FURR ENGINEERING SERVICES PLLC 167 �� ENGINEER: 4715 142ND PL SW UNIT#B DEANFURR lk i \(206) 890-8291 D x� _ x� x�x , l FURRENGINEERING@GMAIL.COM LIND � o / SURVEYOR: SITE SURVEYING, INC. 21923 NE 11TH ST. -� + W W W W LANDSCAPING SAMMAMISH, WA 98074 425-298-4412 tnw@sitesurveymapping.com , >: z,," TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT: FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. 1 SD ; cDco C\1 I I I can AS —BUILT DRAWING 1 REVISED PER CITY NO. Know what's below. Call before you dig REVISION J \ \ I \ \ I sq I , I I I 20 10 0 20 40 SCALE: 1 INCH = 20 FEET SURVEYED: DESIGNED: DRAWN: J V 14 2 DAF DAF 3/22 DAF CHECKED: BY DATE AP P R APPROVED: R-418001 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY SITE INFORMATION: PARCEL(S): 3123059073 PARCEL AREA: 268,922 SF (± 6.174 ACRES) ADDRESS: 5200 TALBOT ROAD S RENTON, WA 98055 ZONE: R-14 UTILITIES: ELECTRICITY/GAS: PUGET SOUND ENERGY CABLE: COMCAST/XFI N ITYCOM CAST PHONE: CENTURY LINK SEWER: CITY OF RENTON GARBAGE: REPUBLIC SERVICES FIRE: RENTON REGIONAL FIRE AUTHORITY STORM: CITY OF RENTON WATER: CITY OF RENTON SHEET INDEX: C1.0 SITE PLAN 1 OF 3 TOPOGRAPHIC SURVEY 2 OF 3 TOPOGRAPHIC SURVEY 3 OF 3 TOPOGRAPHIC SURVEY C2.0 TESC PLAN C2.1 TESC DETAILS C3.0 GRADE & STORM PLAN C3.1 STORM DETAILS C3.2 DETAILS 3/14/2025 VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M FURR SE Carr Rd VICINITY MAP NTS rRd SE Pet QFred Meyer 515 ^F 192r H J Q i z O z w w 0 w J AS BUILT IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ \URVICES 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 CITY OF RENTON Planning/Building/Public Works Dept. GURUDWARA SIKH TEMPLE DETENTION VAULT SITE PLAN no kvLldF Cn Q DATE: J 12-1 1-2020 /Q FIELDBOOK: PAGE: DRAWING NO: C1.0 SHEET: 1 OF: o 0 00 T I LU SE 1/4 SEC. 31, T 23NY R 05E, W.M. 15 OHO I / 0/J . /� 111 i i it / i \\ a=...�1—_..\ 1 O ry CD r011 /CO �' / / 1\ / I 0�O W O � �d'p X. 78ID 0 l / 1 \\ 1 0 \ \ \\ \\ \\ N l \ \ �\ \ \ rn — `tI-LOCf O cn cn cn \ \ `\ r \\ O O O o cn / • I � /26.1' \ � X 1 I 1 X I A I \\ I I I I \ POND SURF CE AREA — X o I 1 4,677.4916S 7O I e ; e 11 P- ./ . cf) A / - t I cl cf) cn CD cn b • I I I I —�' � 40 * �M ' - • - 1. cn \ 1 / 1 I-. 1 0 1. J. cn \ r I 3 I 2 I , . 4 1 — — I 162.5' ' I•- • • 100.0' r cn /44.4' Oe 1 e N/ \ \ e• / �y � � I?/ i IL /o / M — 00 8.3'/� / 8.2' I ail / r- . (6 / I I \ M/ jNit can I 39.8' I / - I 1 I \ I o S8803514,4_E200.01"— o 146. — --_--- _ — _ — 210 0'1'- cn W N --- o C, N 26.13'-------------------� I I . I cn I O 1 I c�/ /v .I '. /o cn cm / 1 O 0 LSD i n w/ COD (0 I I j I AD I I U.)\ I \ \ o /� N \1 \\ 16.3 I \ o % \ I \ \ ---- ---- 24.2' 62.9' � • • • • 1 I I \\ p0 xx I I I 1 / I 1 I / / I I I I I \ • 20 10 0 20 40 Know what's below. Call before you dig. SCALE: 1 INCH = 20 FEET SURVEYED: DESIGNED: AS —BUILT DRAWING JV 14 2 DAF DRAWN: 1 REVISED PER CITY DAF 3/22 DAF CHECKED: NO. REVISION BY DATE APPR I APPROVED: 0 R-418002 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY X SILT FENCE LIMITS OF CLEARING AND GRADING INLET PROTECTION O NJ O O O 007 STOCKPILE AREA CONSTRUCTION NOTES OUTILIZE EXISTING DRIVEWAY. OFILTER FABRIC (SILT) FENCE PER DETAIL ON SHEET C2.1 O3 REMOVE FENCE FOR ACCESS, REPLACE WHEN COMPLETED OSTORM INLET PROTECTION PER DETAIL ON SHEET C2.1 EARTHWORK QUANTITIES CUT = 250 CY FILL = 1,000 CY NET = 750 CY FILL CONSTRUCTION SEQUENCE 1. CONTRACTOR TO ARRANGE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RENTON PRIOR TO BEGINNING SITEWORK. 2. IDENTIFY AND MARK LIMITS OF CLEARING. 3. A COPY OF THE APPROVED TESC/SWPP PLAN IS TO BE KEPT ONSITE AT ALL TIMES DURING CONSTRUCTION. 4. INSTALL TEMPORARY FILTER FABRIC FENCES, AND CATCH BASIN INSERTS AS REQUIRED. 5. A MINIMUM OF ONE SET OF APPROVED CONSTRUCTION DRAWINGS AND A COPY OF THE CITY OF RENTON DESIGN AND CONSTRUCTION STANDARDS SHALL BE MAINTAINED IN GOOD (LEGIBLE) CONDITION ONSITE AT ALL TIMES. 6. REMOVE EXISTING FENCING FOR MACHINERY ACCESS AND STORE. 7. BEGIN SITE GRADING, VAULT AND UTILITY INSTALLATION. 8. MAINTAIN TESC FACILITIES IN PROPER OPERATING CONDITION DURING ALL PHASES OF CONSTRUCTION. RELOCATE TESC FACILITIES AS NEEDED AS CONSTRUCTION PROGRESSES. 9. COMPLETE ONSITE INSTALL OF DETENTION VAULT AND INSTALL LANDSCAPING. STABILIZE ALL EXPOSED AREAS. 10. REPLACE STORED FENCING. 11. REMOVE REMAINING TESC MEASURES AS DIRECTED BY THE CITY OF RENTON INSPECTOR AFTER CITY APPROVAL. 4715 142nd PI. SW #B, Edmonds, WA 98026 3/14/2025 ph 206.890.8291 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON DATUM - Planning/Building/Public Works Dept. H J Q i z O z w w 0 w J W IN COMPLIANCE WITH CITY OF RENTON STANDARDS ~ GURUDWARA SIKH TEMPLE DETENTION VAULT TESC PLAN ■i cn Q `QJ DATE: 12-1 1-2020 /Q nELDBOOK: PAGE: DRAWING NO: C2.0 SHEET: 5 OF: 9 0 00 T It I W I-_ 06 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC 6' MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO V IF WIRE BACKING IS USED I I 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. <\%rlx� I I 12" MIN. II L 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. AOS (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 21HAV 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 IS NOT TO SCALE (NTS) STD. PLAN - 214.00 0 PUBLIC WORKS SILT FENCE PR 9/28/2018 DEPARTMENT GAZ Public Works Administrator DATE THE 13 ELEMENTS OF A CONSTRUCTION SWPPP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 :45 SE 1/4 SEC. 31, T 23N7 R 05E7 W.M. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DRAINAGE GRATE GRATE FRAME C- v: SEDIMENT AND DEBRIS i T� FILTERED WATER - DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) Mo 10) BELOW INLET GRATE DEVICE 5" MAX. TRIM OVERFLOW BYPASS BELOW INLET GRATE DEVICE u: ISOMETRIC VIEW RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) 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 PUBLIC WORKS APPR ED DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE PRESERVE VEGETATION/MARK CLEARING LIMITS: THE CLEARING LIMITS ARE INDICATED ON THE PLAN SHEET. FURTHERMORE, CLEARING AND GRADING WILL BE LIMITED TO ONLY AREAS THAT NEED TO BE DISTURBED FOR GRADING/ CONSTRUCTION OF THE SITE AND FRONTAGE IMPROVEMENTS. CONSTRUCTION WILL REQUIRE REGARDING THE ENTIRE SITE. FIELD MARKING THE CLEARING LIMITS SHALL BE COMPLETED PRIOR TO CLEARING AND GRADING ACTIVITIES. BMP'S: PRESERVE NATURAL VEGETATION (VEG) ESTABLISH CONSTRUCTION ACCESS: ACCESS TO THE CONSTRUCTION SITE SHALL BE LIMITED TO THE ROCK CONSTRUCTION ENTRANCE. THE ROCK CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF OF THE STREET TO PROVIDE ACCESS TO THE CONSTRUCTION VEHICLE/EQUIPMENT STAGING AND EMPLOYEE PARKING AREAS. BMP'S: ROCK CONSTRUCTION ENTRANCE (CE) CONTROL OF FLOW RATES: STORM WATER DETENTION: NO DETENTION IS PROPOSED FOR THE SITE SINCE THE WORK SHOULD BE COMPLETED IN A SHORT PERIOD OF TIME. BMP'S NONE PROPOSED INSTALLATION OF SEDIMENT CONTROLS: SEDIMENT CONTROL WILL BE PROVIDED THROUGH A COMBINATION OF FILTRATION THROUGH THE SURROUND ON -SITE VEGETATION, OR FILTER FENCE IF REQUIRED BMP'S: SILT FENCE (SF) SOILS STABILIZATION: TEMPORARY AND PERMANENT SOIL STABILIZATION WILL BE PROVIDED. TEMPORARY STABILIZATION WILL BE PROVIDED THROUGH THE APPLICATION OF STRAW AND/ OR PLASTIC SHEETING TO EXPOSED, WORKED EARTH. FROM OCTOBER 1 UNTIL APRIL 30, NO EXPOSED SOIL MAY REMAIN EXPOSED AND UNWORKED FOR MORE THAN TWO DAYS; AFTER MAY 1, NO EXPOSED SOIL MAY REMAIN EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS. BMP'S: STRAW COVERING, PLASTIC SHEETING, FINAL LANDSCAPING(AS REQUIRED) SLOPE PROTECTION: THERE ARE NO SLOPES ON THE SITE. HOWEVER, STOCK PILES SHALL BE PROTECTED FROM EROSION THROUGH COVER AND PREVENTION OF CONCENTRATED SURFACE RUNOFF FLOWS. BMP'S: PLASTIC SHEETING, (AS REQUIRED) PROTECTION OF PERMANENT DRAIN INLETS: INLET PROTECTION WILL BE PROVIDED FOR ALL CATCH BASINS. BMP'S: INLET PROTECTION (IP). STABILIZATION OF CHANNELS AND OUTLETS: ALL CHANNEL SLOPES SHALL BE CONSTRUCTED AND PROTECTED AGAINST EROSION IN ACCORDANCE WITH CITY CODE. BMP'S: NONE REQUIRED POLLUTANT CONTROL: POLLUTANTS SHALL BE CONTROLLED THROUGH THE ON -SITE BMP'S PROPOSED ABOVE. DEWATERING CONTROL: DE -WATERING: INTERCEPTION OF THE WATER TABLE IS NOT EXPECTED TO OCCUR. NO BMP'S ARE PROPOSED. BMP MAINTENANCE: ALL BMP'S AND SWPPP ELEMENTS SHALL BE INSPECTED DAILY AND MAINTAINED AS REQUIRED. PROJECT MANAGEMENT: THE PROJECT SHALL BE MANAGED IN A COOPERATIVE EFFORT BY THE PROJECT MANAGER, CONTRACTOR, ENGINEER, AND THE CITY INSPECTOR. DURING THE CONSTRUCTION PROCESS, IF UNFORESEEN ISSUES ARISE THAT CANNOT BE RESOLVED ON SITE, CONSTRUCTION ACTIVITY (OTHER THAN SWPPP MAINTENANCE) SHALL BE HALTED AND THE OWNER'S REPRESENTATIVE AND THE PROJECT ENGINEER ARE TO BE CONTACTED AND INFORMED OF THE SITUATION. PROTECT LID FACILITIES: INFILTRATION FACILITIES ARE PROPOSED. THE CONTRACTOR IS REQUIRED TO LOCATED THESE AREAS PRIOR TO CONSTRUCTION AND INSTALL A BARRIER (I.E. SILT FENCE OR HIGH-VIS FENCE) AROUND THE FACILITY TO PROTECT THE UNDERLYING SOILS FROM COMPACTION..91111111111111�__ DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. :45 IN 20 10 0 20 40 SCALE: 1 INCH = 20 FEET SURVEYED: DESIGNED: UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 268.00 o PUBLIC WORKS EROSION AND SEDIMENT CONTROL PPR ° 91� DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES Public Works Administrator DATE R-418003 SCALE: AS SHOWN AS -BUILT DRAWING JV 14 2 1 DAF DRAWN: ONE INCH Know what's below./� 1 REVISED PER CITY DAF 3/22 DAF CHECKED: AT FULL SCALE Call before oU dI APPROVED: IF NOT ONE INCH Y 9 N0. REVISION BY DATE APPR SCALE ACCORDINGLY 3/14/2025 VERTICAL• NAVE) 1988 HORIZONTAL: NAD 1983/1991 DATU M :45 AS -BUILT URR CNGINEERING 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 0 a F + CITY OF RENTON Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS GURUDWARA SIKH TEMPLE DETENTION VAULT TESC DETAILS DATE: 12-11-2020 FIELDBOOK: PAGE: DRAWING NO: C2. 1 SHEET: G OF: o H J Q Z O z w w 0 w J W H 2 Y Q Q 0 CD YD #1, 8" — 151.55' AB RIM-q59:.99 IE (S) 6" PVC = 149.25' AB REPLACE BIRD CAGE — �)&WITH 48"X25" FLAT TOP 24" CAST IRON FRAME AND SOLID COVER 6LF, 12" SD@2.0% EX. sBiv,. RELOCATED SDMH RIM=!6!.32- 151.74' AB \I INV W 12" CPEP== 146.54' AB INV E 12" CPEP=q4— 146.64' AB POST CONSTRUCTION SOIL AMMENDMENT Oq OPTION 3 (IMPORT PRE -APPROVED TOP SOIL) WHERE SUBSOIL IS TOO ROCKY, COMPACTED OR POORLY DRAINED TO AMEND EFFECTIVELY, A TOPSOIL MIX WITH 5 PERCENT (TURF) OR 10 PERCENT (PLANTING BEDS) SOIL ORGANIC MATTER CAN BE IMPORTED AND PLACED ON THE SURFACE. -IMPORT AND APPLY A TOPSOIL MIX: FOR TURF AREAS: A SOIL MIX INCLUDING 20-25 PERCENT COMPOST BY VOLUME, OR A MIX WITH A LAB TEST DOCUMENTING 5 PERCENT SOIL ORGANIC MATTER. FOR PLANTING BEDS: A SOIL MIX INCLUDING 35-40 PERCENT COMPOST BY VOLUME, OR A MIX WITH A LAB TEST DOCUMENTING 10 PERCENT ORGANIC MATTER. -THE SOIL DEPTH SHOULD BE 8 INCHES AND THE PH SUITABLE FOR PROPOSED PLANTS. ASK TOPSOIL SUPPLIERS FOR TEST RESULTS OF THEIR PRODUCT TO VERIFY THE MATERIAL CONTAINS THE DESIRED ORGANIC MATTER CONTENT AND PH. RETAIN TEST RESULT REPORTS AND RECEIPTS FOR MATERIAL DELIVERED TO THE SITE, AS THEY WILL BE USED DURING INSPECTION TO VERIFY THAT THE SOIL REQUIREMENTS HAVE BEEN MET. -FOR BEST RESULTS, PLOW OR TILL COMPACTED SUBSOIL AT LEAST 2 INCHES DEEP BEFORE APPLYING TOPSOIL MIX, AND/OR ROTOTILL SOME OF THE NEWLY APPLIED TOPSOIL INTO THE SUBSOIL. NDS 1210 12"x12" GRATE, GREY NDS 1210S 12"x12" GRATE, SAND NDS 1211 12"x12" GRATE, BLACK NDS 1212 12%12" GRATE, GREEN 12"x12" GRATE FITS ALL CATCH BASINS, EXTENSIONS & ADAPTERS PROVIDE: #NDS 1216 6" EXTENSION #NDS 1218 12" EXTENSION AS REQUIRED. PNDS 1213 12%12" CATCHBASIN, SINGLE OUTLET DS 1214 12%12" CATCH BASIN, DOUBLE OUTLET i i ) \ A� 7:z I i 1A I \N _ / r -, ,fit .��� ' !,� 5 -7 ., ADJUST RIM TO FG CITY OF RENTON STANDARD REQUIRES THE FOLLOWING AT APPLICABLE CONSTRUCTION SITES: REPLACED TOPSOIL: A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF 10% DRY WEIGHT IN BEDS, AND 5% ORGANIC MATTER CONTENT IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE UNDISTURBED SOIL. THE TOPSOIL LAYER SHALL HAVE A MINIMUM DEPTH OF EIGHT INCHES EXCEPT WHERE TREE ROOTS LIMIT THE DEPTH OF INCORPORATION OF AMENDMENTS NEEDED TO MEET THE CRITERIA. SUBSOILS BELOW THE TOPSOIL LAYER SHOULD BE SCARIFIED AT LEAST 4 INCHES WITH SOME INCORPORATION OF THE UPPER MATERIAL TO AVOID STRATIFIED LAYERS, WHERE FEASIBLE SOIL AMENDMENT MUST TAKE PLACE BETWEEN MAY 1 AND OCT. 1 WHEN SOILS ARE TYPICALLY DRIEST AND LESS SUBJECT TO COMPACTION. IT IS RECOMMENDED THAT COMPACTED SUBSOILS BE TILLED OR PLOWED BEFORE PLACING AMENDMENTS OR TOPSOIL. AVOID PLOWING OR TILLING WITHIN THE DRIP LINE OF TREES TO BE RETAINED. PLANTING BEDS SHOULD BE MULCHED WITH TWO INCHES OF FOREST DUFF, GROUND BARK, WOOD CHIPS OR OTHER ORGANIC MATERIAL AFTER PLANTING. 6" SD COUPLING SIZE, SINGLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"x12" GRATE AREA — 14" WITH 1 1 " SQUARE BOTTOM. 121/4" SQUARE BOTTOM WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" OR 4" PIPE. 6" SD COUPLING SIZE, DOUBLE OUTLET ACCOMODATES NDS 1212, 1211 OR 1210. 12"x12" GRATE AREA — 14" HIGH WITH 11" SQUARE BOTTOM. 121/4" SQUARE TOP WITH 3" AREA BELOW OUTLET ALLOWS 363 CUBIC INCHES OF SUMP AREA. ADAPTABLE UP TO 8" PIPE OR DOWN TO 3" TO 4" PIPE USING ADAPTER #643. YARD DRAIN DETAIL NOT TO SCALE SE 1/4 SEC. 31, T 23NI R 05E7 W.M. LEGEND (PROPOSED �E CATCH BASIN TYPE 1 0 CLEANOUT CONCRETE -- PROPERTY BOUNDARY EASEMENT LINE STORM — — — — — — 6" STORM SERVICE SURFACE FLOW ARROW ASPHALT O YARD DRAIN �N 10 5 0 10 20 SCALE: 1 INCH = 10 FEET AS —BUILT DRAWING 1 IREVISED PER CITY IUs REVISION EX. CB RIM=149.98' INV N 8" PVC=147.78' INV S 8" PVC=147.88' Know what's below. Call before you dig. SURVEYED: DESIGNED: JV P/14/2$ DAF I DRAWN: DAF 1 3/22 1 DAF I CHECKED: BY I DATE I APPR I APPROVED: R-418004 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY \ \\ OS \ EX. RETAIN WALL EX. PAVEMENT 3/14/2025 VERTICAL, NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM LEGEND (EXISTING CONSTRUCTION NOTES OINSTALL DETENTION VAULT, SEE SECTIONS ON SHEET C3.1 OFILL-IN EXISTING DETENTION POND WITH IMPORTED SOIL AND TOP SOIL, SEE SOIL AMENDMENT NOTES THIS SHEET. OEMERGENCY OVERFLOW STRUCTURE SEE DETAIL ON SHEET C3.1 O4 PLAY STRUCTURE (PE-7835) SEE DETAIL THIS SHEET OBENCH AND PICNIC TABLE SEE DETAILS ON SHEET C3.1 REPLACE EXIST CB WITH TYPE 2 CATCH BASIN RIM=16+24' 151.72' AB OEX IN14�-12' GRE, --;69.6T IE (N)16" PVC=145.99' AB - _ . IE (E)16" CPEP=146.09'AB IE W 12" SD=146.30 NEW ss SD —OHP- -OHU— — X— EX. FENCE AS BUILT IN COMPLIANCE WITH CITY OF RENTON STANDARDS FURR \URVIMS 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 CITY OF RENTON Planning/Building/Public Works Dept. GURUDWARA SIKH TEMPLE DETENTION VAULT GRADE & STORM PLAN DATE: 12-1 1-2020 PAGE: DRAWING NO: C3.0 SHEET: OF: 9 H J Q i z 0 z w w 0 w J W H 2 Y Q cc 3: C� 0 00 T i W ADJUSTABLE HOOK SE 1/4 SEC. 31, T 23NI R 05EI W.M. FLANGED END SPIGOT END NOTES: 1. SHEAR GATE SHALL BE A. SHEAR GATE, CAST IRON BODY AND GATE, OLYMPIC FOUNDRY STANDARD OR EQUAL OR B. SHEAR GATE, ALUMINUM OR CAST IRON, DRAINAGE SPECIALTIES (SAVANNAH,GA.) STANDARD OR EQUAL. 2. GATE SHALL BE 8" DIAM. UNLESS OTHERWISE SPECIFIED. 3. GATE SHALL BE JOINED TO TEE SECTION BY BOLTING (THROUGH FLANGE), WELDING, OR OTHER SECURE MEANS. 4. LIFT ROD: AS SPECIFIED BY MANUFACTURER WITH HANDLE EXTENDING TO WITHIN ONE FOOT OF COVER AND ADJUSTABLE HOOK LOCK FASTENED TO FRAME OR UPPER HANDHOLD. FROP—T SHEAR GATE NOT TO SCALE 0 0 0 0 0 0 0 0 0 0 12" OUTLET PIPE o 0 0 EMERGENCY OVERFLOW MANHOLE 3" HMA 0.67' (8") HOLLOW CORE VAULT COVER RISER EMERGENCY CO7 t OVERFLOW ELEV. - STANDARD GALVANIZED 148.14' AB STEEL LADDER/STEPS PIPE SUPPORTS ;� NOTES: 3 x.090 GAGE BOLTED OR IMBEDDED 2" IN WALL a 12" 1. OVERFLOW RISER TO BE MADE WITH AT MAXIMUM 3' SPACING. �.5XDMINIMUM ONE SUPPORT.NON—GASKETED PVC, SDR-35 MIN. 2. FRAME AND LADDER OR STEPS OFFSET SO: A. CLIMB —DOWN SPACE IS CLEAR OF RISER 12" INLET PIPE AND CLEANOUT GATE. 3. PROVIDE AT LEAST ONE 3" x 0.90 INCHES INVERT SUPPORT BRACKET ANCHORED TO CONCRETE ELEV. = 1415-qz- WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 146.14' AB EMERGENCY OVERFLOW STRUCTURE, IN VAULT NOT TO SCALE AS B U LT 0 �� INLET-3 — 8" I E 146.22 EMERGENCY OVERFLOW OUTLET-1 12" I Eq$842- 146.14' AB OUTLET 2 - � 12" IE \ 46.64- AB x__ 10 5 0 10 20 SCALE: 1 INCH = 10 FEET AS —BUILT DRAWING 1 REVISED PER CITY NO. REVISION SD 5'X10 ACCESS GRATE W/LADDER & TX3' - - - I- o INSPECTION PORT (SEE PLANS FOREXACT LOCATION) I DETENTION VAULT 1 10 VAULT LIVE STORAGE 40'X72'X1.5'DP. 4,320CF DEAD STORAGE (SINGLE CELL) 6,072CF 1' OF SEDIMENT STORAGE 72.0' DEAD STORAGE N 0.33' REMOVABLE BAFFLE 2' ROUND ACCESS MANHOLE (APPROX. LOCATION) SOLID COVER "DRAIN" WITH LOCKING NUTS (TYP) DETENTION VAULT SCALE: 1 "=10' w o o o m REMOVABLE BAFFLE w L PER COR SWDM U_ VAULT TOP EL. 150.22 148.14' AB 146.64' AB — l WQ (SEDIMENT) EL. 44�-142.64' AB 1 Know what's below. Call before you dig. SURVEYED: DESIGNED: J V 14 2 DAF DRAWN: DAF 3/22 DAF CHECKED: BY DATE APPR APPROVED: w Lu 0 < W < o< ��� oo�ES oocn CO CO A DETENTION VAULT SECTION SCALE: 1 "=10' R-418005 SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 3/14/2025 VERTICAL, NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM SD I N LET-2 8" IE 146.22 EO CV CO T REMOVABLE BAFFLE 1.5' MIN 1.00' HOLLOW PER COR SWDM CORE COVER 148.14' AB _ _ HWS EL. 7-7 -- _ - - - - 7.00' 146.64' AB 5' SQUARE OPENING B DETENTION VAULT SECTION SCALE: 1 "=10' FURR \&RVIUS 4715 142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 NOTES: 1. DETENTION VAULT DESIGN (BY STRUCTURAL ENGINGEER) UNDER SEPARATE PERMIT. 2. DETENTION VAULT COVER SHALL BE CAPABLE OF SUPPORTING THE POINT LOADING OF THE FIRE TRUCK OUTRIGGERS. 3. ALL DIMENSIONS SHOWN ARE INTERIOR DIMENSIONS. 4. THE VAULT SHALL NOT BE USED FOR DETENTION UNTIL THE WALLS HAVE BEEN BACKFILLED TO THE FINAL GRADE. 5. CONTRACTOR SHALL COORDINATE SIZE AND LOCATIONS OF GRATES WITH STRUCTURAL ENGINEER. 6. ENTRANCE TO CONFINED SPACE WILL BE CLEARLY MARKED AS REQUIRED BY OSHA. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISERS JUST UNDER THE ACCESS GRATE. 7. THE VAULT SHALL BE WATER TIGHT. ALL CONSTRUCTION JOINTS MUST HAVE WATER STOPS. 8. VAULT LID WILL HANDLE THE POINT LOADING OF THE FIRE TRUCK OUTRIGGERS. CITY OF RENTON Planning/Building/Public Works Dept. I— J Q > z 0 I— z W I— W W 0— w IN COMPLIANCE WITH CITY OF RENTON STANDARDS I— GURUDWARA SIKH TEMPLE DETENTION VAULT STORM DETAILS no VJ Q cc `< DATE: 12-1 1-2020 Q FIELDBOOK: PAGE: DRAWING NO: C3.1 SHEET: Q OF: o H J Q i z O z w w 0 w J W H 2 Y Cn rr rr Q CD CB N RIM = 144.73' I / INV E 12"CPEP = 142 48' W E S GRAPHIC SCALE 10 0 10 20 40 1 INCH = 20 FT. LEGEND FOUND MONUMENT IN CASE GAS VALVE O FOUND REBARAS DESCRIBED m POWER JUNCTION BOX © POWER METER -OHP- OVERHEAD POWER ❑O GAS METER OHU OVERHEAD UTILITIES HVAC HVAC UNIT X CHAINLINK FENCE )a' UTILITY POLE WOOD FENCE CATCH BASIN CONCRETE WALL STORM DRAIN MANHOLE ROCKERY CATCH BASIN SOLID LID STORM DRAIN CLEANOUT ASPHALT SURFACE PMT PAD MOUNTED TRANSFORMER CONCRETE SURFACE SANITARY SEWER MANHOLE A WATER VALVE CE CHERRY JQ FIRE HYDRANT DF DOUGLAS FIR ® WATER METER DS DECIDUOUS FIRE DEPT. VALVE PI PINE ,0 FIRE DEPT. CONNECTION SP SPRUCE 0 WATER VAULT ` INDICATES MULTI -TRUNK _ APPROXIMATE LOCATION SANITARY SEWER LINE APPROXIMATE LOCATION STORM DRAIN LINE LEGAL DESCRIPTION TAX PARCEL NUMBER 312305-9073: LOTA OF CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDER RECORDING NUMBER 9703139009. TAX PARCEL NUMBER 312305-9075: THE NORTH 160.00 FEET OF THE SOUTH 685.00 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON; EXCEPT COUNTY ROAD; TOGETHER WITH THE SOUTHERLY 10.00 FEET OF THE NORTH 246.00 FEET OF THE SOUTH 931.00 FEET OF THE EAST 837.16 FEET OF THE WEST 1077.16 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON. TAX PARCEL NUMBER 312305-9096: THAT PORTION OF THE NORTH 341.00 FEET OF THE SOUTH 1,026.00 FEET OF THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 31, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF THE EXISTING COUNTY ROAD, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER; THENCE NORTH 0°58'21" EAST ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER 685.04 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 88°26'48" EAST 240.00 FEET; THENCE NORTH 0°58'21" EAST 100.00 FEET; THENCE NORTH 88-26-48" WEST 240.00 FEET; THENCE SOUTH 0°58'21" WEST 100.00 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PORTION LYING WITHIN THE COUNTY ROAD RIGHT OF WAY. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. PROJECT INFORMATION PROPERTY OWNER: GURUDWARA SINGH SABHA OF WASHINGTON 5218 TALBOT ROAD S RENTON, WA 98055 TAX PARCEL NUMBER: 312305-9073, 312305-9096 & 312305-9075 PROJECT ADDRESS: 5200, 5218 & 18836 TALBOT ROAD S RENTON, WA 98055 ZONING: R-14 JURISDICTION: CITY OF SEATTLE PARCEL ACREAGE: -9073: 268,922 SF (± 6.174 ACRES) -9096: 21,000 SF (± 0.482 ACRES) -9075: 213,300 SF (± 4.897 ACRES) AS SURVEYED GENERAL NOTES 1. THIS SURVEY WAS COMPLETED WITHOUT BENEFIT OF A CURRENT TITLE REPORT. EASEMENTS AND OTHER ENCUMBRANCES MAY EXIST ON THIS PROPERTY THAT ARE NOT SHOWN HEREON. 2. INSTRUMENTATION FOR THIS SURVEY WAS A 3-SECOND SPECTRAPRECISION FOCUS 50 TOTAL STATION AND AN EMLID REACH RS2 GPS RECEIVER. PROCEDURES USED IN THIS SURVEY MEET OR EXCEED STANDARDS SET BY WAC 332-130-090. 3. THE INFORMATION ON THIS MAP REPRESENTS THE RESULTS OF A SURVEY MADE IN FEBRUARY 2025 AND CAN ONLY BE CONSIDERED AS INDICATING THE GENERAL CONDITIONS EXISTING AT THAT TIME. 4. UTILITIES SHOWN ON THIS SURVEY ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS SURVEY MAY EXIST ON THIS SITE. 5. ALL MONUMENTS WERE LOCATED DURING THIS SURVEY UNLESS OTHERWISE NOTED. VERTICAL DATUM & CONTOUR INTERVAL ELEVATIONS SHOWN ON THIS DRAWING ARE ON AN ASSUMED DATUM. 2.0' CONTOUR INTERVAL - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 THE CONTOUR INTERVAL OR PLUS / MINUS 1.0' FOR DATUM THIS PROJECT. O O m c O 2 O INIV N 12"CPEP = 142.38' ' o 94.63' N88°35'44"W t FOUND REBAR & CAP (TRIAD) 520.02' a CULVERT p`' CB cn 18"CPEP = 148.11' RIM = 144.01' INV E 18"CPEP = 140.46: - a. OHU INV S 18"CPEP = 140.41o OH( SDMH RIM = 150.66' a� INV E 18"CPEP = 147.51' INV W 18"CPEP = 141.97' C/ o (n _ m o CV //CID CB CB RIM = 159.53' RIM = 159.54' �4 RIM = 151 5 ' INV E 8"PVC = 155.79' INV W PVC=156.79' SD INV S 6"PVC = 156.79' W >< IE (S) 6" PVC = 149.25' 'IT K o N z K C13 RIM = 153.74' IE (S) 16" CPEP:= 146.14' cn CB IE (W) 16" CPEP = 146.14' SDMH RIM = 142.71' RIM = 15186' INV N 18"CPEP 1= 138.61' BOT OF STRUCTURE = 142:21' 7 - x INV S 18"CPEP = 138.56' 0 INV E 12"CPEP = 139.01' SD VAULT x ---- ACCESS 173.5' - /26.1' SDMH I /74.2' CB RIM = 151.74'x RIM 150.24' IE (E) 16" CPEP = 146.64' o 0 INV E = 147.84' IE (W) 16" CPEP = 146.54' a INV W=147.84' a � SDMH o I (n RIM = 152.34' x BOT OF STRUCTURE = 142.24' PMT STORM WATER I o o x DETENTION VAULT A A o I o I< v o o V_ SDMH cl) 10.00' RIM = 152.30' / BOT OF STRUCTURE = 142.75' /:- 106 S88°35'44" ' �/ THREE STORY /c) CB CB cn of BUILDING RIM = 141.63' RIM = 151.72' o a INV N 18"CPE 137.83' IE (N) 16" PVC = 145.99' RH = 199.64' INV S 18"CPE = 137.78' IE (E) 16" CPEP = 146.09' FF = 161.05' INV E 6"CPE = 138.23' AULT x A CESS o BUILDING o X OVERHANG ° ' I _ --- o 0 o CB x HiB RIM = 160.11' 'IQ® INV N 8"PVC = 153.61' SDMH ® INV S 12"CPEP = 153.41' RINI 160.93' � o / CB INV W 12"CPEP = 153.46' I V WATER cnRIM = 149.98' = 156.14' o INV N 8"PVC = 147.78' INV S 8"PVC = 147.ff x xx 162.5' 100.0' SD cn j RIM 160.94' INV ATER = 156.15' 0 o 0 0 0 0 0 0 - - 0 LE / 30.5' ----- cr. o< cV e- o Ni TWO STORY HOUSE o O RH = 170.80' /o L.L LL cn CD /// FF = 154.33' /`y / co UECK, / CB O ABOVE �/ RIM = 157.23' co / 8.3'8.2 INV N 12"CPEP = 153.73' INV S 12"CPEP = 153.73' J o< CB INV E 8"PVC = 153.83' SHED o Q RIM = 150.44' INV N 8"CPEP L/ I--- = 148.14' o X b/ o {< X < / N CB e / / RIM 139.53' < p 0 INV N 18"CPEP 136.23' � INV S 18"CPEP 136.13' 39.8'� \ INV E 12"CPEP - 136.23' o - CB OtiG RIM = 157.82' INV N 12"CPEP = 154.52' CB SOLID LID o RIM = 140.53' INV E 12"CPEP = 157.42' INV W 12"CPEP = 136.43' SSMH INV E 12"CMT = 138.18' RIM 139.90, INV N-S 129.26' o N m 0.00 -- o� '`° S88°35'44"E 200.01' FOUND f 210.01 WOOD � REBAR & CAP STAIRS CB io ao R M= 138.70' o N HOT --- ci o zo INV N 18"CP P = 135.90' TUB N �N SHE jo Lo INV S 12"CPEP = 134.30' I DECK /// N e ,�, e X 16.3' _ I INV E 6"CPtP = 136.45' - _ ---------------� 26.3' �21 3' /,�5 6.1'�S /39.6' o ////F ------------ ROOF 242' OVERHANG ONE STORY HOUSE o 'ti 1 1 RH = 163.26' i n0 Q M/ icv �xo ONE STORY C / Z _ iv/ HOUSE /c> m M/ r j/ 12.5�0,4.8'� RH = 163.42' j r------� o I' FF=150.68' l... L6 DECK cri // F I 21.8' � � 30.2' 0 0 l ------ --- L --- - - 8. 24.1' F ROOF 0 0 0 0 0 o OVERHANG x a N v o0 0 m c6 M X 0 210.01' o N88°35'44"W I c BASIS OF BEARINGS THE CITY OF RENTON LOT LINE ADJUSTMENT NUMBER LUA-96-061-LLA, RECORDED UNDER X RECORDING NUMBER 9703139009, RECORDS OF KING COUNTY, WASHINGTON. � I o SD 62.9' CB RIM = 171.52' INV S 12"CPEP = 163.82' INV W 12"CPEP = 163.87' 0 0 o W O N o � 0 62.8' z 0 T CB RIM = 170.37' INV N 12"CPEP = 163.52' INV E 12"CPEP = 163.47' x co 0 0 cn 0 CB RIM = 172.00' INV S 8"PVC = 169.50' CB RIM = 174.78' INV N 8"PVC = 166.88' INV E 8"PVC = 167.08' INV W 12"CPEP = 166.88' w �LJ V z I..L z N � r1 `' J U w U) r W U) r �W U) z O w N V v 00 rn N Lo N V N C O a V c 00 Ln E E E E • � L w i Z cm N tA N (A CB RIM = 182.35' INV S 8"DI = 176.75' N co O I J W LijL0 li O 00 CB RIM = 179.69' 0 U) O IINV N 12"CPEP = 174.79' INV E 6"PVC = 175.89' m INV W 8"PVC = 174.74' z O ~ M c:)w z W Of 04 Lo X PROJECT NO. 23-391 DRAWN BY: MTS CHECKED BY: TNW DATE: 2/25/25 SHEET 1 OF 1