Loading...
HomeMy WebLinkAboutR-408204one O d- z O Q) V) 0 00 CN 3 0 z a 8 L i coo S. W. 114 OF S. W. 114 OF SECTION 04, T. 23 N., R. 05 E. W. M. CITY OF RENTON, STATE OF WASHINGTON 00 c �CD U� I - co 00 z o (/� 1 ��o cn \ / CLEAR ENTIRE SITE EXCEPT FOR TREES N o Qco I TO BE RETAINED, ARBORIST TO BE I z w oz ONSITE DURING THE INSTALLATION OF OJ ANYPROPOSED IMPROVEMENTS WITHIN o � En \ THE�-PRIPLINtS OF RETAINED TREES I o w o \ Un 0- CLEARING LIMITS 0 \ Q Z VE U� cn S ONSIIEWCUT APORT10NN REND O0F ° ° a ° Q I _ ° a °° N J u EX. CONC. DRIVEWAY ° ° ° ° o O I- I ° ° I J Im�� w y O � � - Q c (-)0 N� I o \ � Z � � w I � I r- � -. w I I ° W \ \ \ TREES TO BE RETAINED ❑ -I ° l GRADE ITE TO DRAIN TO cn EX. SHEDS TO SEDIME T TRAP DURING o 25': I 25'cn \ \.` REMOVE 'Ea TILITY BE REMOVED UTILITY ONSTRUCTION o I p, POLE AND RELOCATE �--- - �'� :��� ' �',ys 3,5 \ ° STREET LIGHT r' I FF ELEV. 354.50 a U� , /��{ W 0 PR } -- w 0 Ln I Z0 Cw,�t X�- II III Y ILL� C� � I I N \\�\ D N cn O N U I PROTECT EJC d o - STREET LIGHT / INSTALL 9 X w a 38 I ° I N '�-� FF ELEV. 354.60 o w ° ° °III w SEDIMENT TRAP 00 O O� I �O o U) ° WIOUTLET TO EX. - CB#4 UPON Z 25' 25' U) 00 N POMPLERON OF o F - ° I HOUSE DEMO. II \ w ° I �� SILT FENCE OR,,, ° ° - J n X 0 z o 9THER ` i a INSTALL FILTER MEDIA IN ° a FF ELE . 3 PROPOSED BIO-POD J `� O CD I v x o o CONTRACTOR TO "BARRIER a a. = O I- = Q I Q co UTILIZE EXISTING N cnONCE SITE IS STABILIZED O O O - -� / - DRIVEWAYS FOR Q "' " ° �l -4GPM a < a = J W ESS AND CD ii L- SUMP' Pump a ° Ln w PA X a Z I W� °� I ° ° •• I U y O I-Jw za Noo STOCKPILE I O I PLUG SITE OUTFAL L UNTIL Z > / AREA I SITE IS STABILIZED RELEASE W 0 z < T -1 WATER ONLY WHEN PASSING o - L - - A L � � �L J � TURBIDITY TEST. OTHERWISE u- .6 SILT FENCE, _ _ _° - ® _ ® - _ _ - - ® _ _ - 4 FIRE HOSE o PUMP TO SEDIMENT TRAP cn ABOVE GROUND SXI��N R C.E N L INSTALL CB PROTECTION ° °° ° ° IN ALL ADJACENT CBS �; ° ° O I R CITY OF RENTON ° 0L SILT FE N o STD 21620 TIP. cn TYP. S 0 M M M 1 M M M Cn e M C M M � M M _ PROTECT PROPOSED EX. CB# 4 n INFILTRATION TRENCHES FROM OVER COMPACTION EX. CB# 3 (IS, � EX. SDMH# 2 Cn o w EX. SDMH# 6 EX. SDMH#5 SDMH# 4 EX. SDMH# 1 0S 0g z N.E.>g 0 D_ (RESIDENTIAL ACCESS) S - S S S- S S S S Ld S- -- EX, CB# 2 I o F- d d LLz EX. SDMH# 3 Z � z_ Know what's below. Call before you dig. y �I , , WAS III iry�l' . 1 • ��.oa�wow��►wii®►o.®►or AS -BUILT DRAWINGS PLAN THESE AS -BUILT DRAWINGS AND THE INFORMATION SHOWN ACCURATELY REFLECT EXISTING FIELD CONDITI( AS OF 05122123 (DATE SIGNED) BY. KEVIN M. REESE -� 4-0- 05122123 P OFESSIONAL ENGINEER OR DATE PROFESSIONAL LAND SURVEYOR Encompass ENGINEERING & SURVEYING Western Washington Division 165 NE Juniper Street, Suite 201 • IssaQuah, WA 98027 • Phone: (425) 392-0250 Eastern Washington Division 407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433 EXISTING STRUCTURES: EX. SDMH# 1 EX. SDMH# 6 RIM=352.22 RIM=354.03 INV=341.87 (12"CMP-SW) INV=346.03 (18"PVC-N&S) INV=339.22 (24"CMP-NE) EX. INV=338.82 (36"CMP-E&W) EX. CB# 1 RIM=351.39 EX. SDMH# 2 INV=350.19 (8"CONC-SW) INV=352.38 INV=348.23 (8"CONC-NE) EX. CB #2 INV=348.13 (12"ADS-NW) RIM=351.71 INV=339.83 (24"CMP-N) INV=348.96 (12"ADS-N) INV=339.18 (24"CMP-SW) INV=348.91 (12"ADS-S) EX. SDMH # 3 EX. CB #3 W/ BEEHIVE RIM=351.99 RIM=351.33 UNABLE TO OPEN INV=348.58 (TOP 15") INV=347.43 (15"PVC-W) EX. SDMH# 4 RIM=352.10 EX. CB #4 INV-340.17 (18"PVC-N) RIM=351.97 INV=340.05 (18'PVC-S) INV=348.97(W) NEW INV=344.13 (12» E) EX. SSMH #1 EX. SDMH#5 RIM=352.20 RIM=352.26 INV=338.25 (8"CONC-N,W&E) INV=343.73 (18"PVC-N) INV=338.05 (8"CONC-S) INV=343.46 (15"PVC-E) EX. SSMH #2 INV=340.29 (18"PVC-S) RIM=354.39 INV=343.64 (8"CONC-N&E) INV=343.51 (8"CONC-S) EX. SSMH #3 RIM=355.23 INV=345.08 (8"CONC-E) INV=344.98 (8"CONC-W) 1 AS-BUILTS NO. REVISION CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST NOTICE OF CONSTRUCTION ACTIVITY SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR. J. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 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 CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 9. RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE SO THAT THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAY DURING WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN 7 DAYS. 12. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE. 13. UPON COMPLETION OF THE PROJECT. ALL DISTURBED AREAS MUST BE STABILIZED AND BMP'S REMOVED, IF APPROPRIATE. NORTH '"illl&JJ1V TESC NOTES: 0 5 10 20 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. SCALE 1 = 20 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 LEGEND- CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL I F BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. I® 4. THE BOUNDARIES OF THE CLEARING LIMITS. SENSITIVE AREAS AND THEIR BUFFERS. AND AREAS OF VEGETATION 0 PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING I 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 IF THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. ® 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED I FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES. SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR L 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 I C 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. o 7 I 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS © C ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. I ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. EL,] F s a 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR C I 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 F THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL I 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. _ IENHANCEMENT. AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. F 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE I DISPOSED OF PROPERLY. C 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED I 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 C 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. TESL LEGEND" 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. CLEARING LIMITS X SILT FENCE 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. INLET PROTECTION 12 ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS. THAT WILL NOT BE DISTURBED FOR TWO DAYS SEDIMENT TRAP SIZING: SA = Vs = 2 0.1633 0.00096 SA = 340 SF APPROXIMATE CUT/FILL VOLUMES CUT. = 100t C.Y. FILL: = 100t C. Y. (CONTRACTOR TO CONFIRM) DISTURBANCE AREA 28,690 S.F. SURVEYED: SCALE., SDM VERTICAL, NAVD 19M 1 '+ = 20' HORIZONTAL• NAD 198311991 DESIGNED: NEM DRAWN: TLK ONE INCH KMR 05122123 KMR CHECKED: DATU MAT FSCALE IF NOTT O ONE INCH BY DATE APPR I APPROVED: NEM SCALE ACCORDINGLY CITY OF RENTON Planning/Building/Public Works Dept. 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. Sol 22 1 Q_ 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL Z 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 O CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. m R-408204 :D cr) IN COMPLIANCE WITH CITY OF RENTON STANDARDS � 28 HUNDRED UNIT L 0 T SUBDIVISION TESC PLAN 07 Q) LLJ 2) CITE 1211312021 RELDACE., 0K N/A P' PAGE: NIA T DRAWING NO.,y 1666.3 oo N SHEET., ^ OF., 12