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Home My WebLink AboutR-389404a co w V a_ 4-% Q � o N 0� w a_ lrT 1� 11�� U ~ NwN L W In rn w Q m o rn c 140 CC a I J N w it w o cn z a w o a a Q rn 00 11 _7�, w x \\ o X 00 z 0 J N i OW.!, T.E.S.C. LEGEND DESCRIPTION FILTER FABRIC FENCE TEMPORARY CONSTRUCTION ENTRANCE FLOW ARROW TEMPORARY DRAINAGE DITCH ROCK CHECK DAM LIMITS OF CLEARING CATCH BASIN PROTECTION EX. POWER POLE EX. SSMH - RIM=40.75 IE=34.27' (8" N) IE=34.17' (8" S) CB PROTECTION (TYP.) — SEE DETAIL ON SHEET C16 GUY POLE 2 GAS VALVES EAST LN. PSE EASEMENT- REC. NO. 20061006001807 CLEARING - LIMITS (TYP.) EX. SSMH RIM=36.38 IE=30.62 (8" N) IE=30.52 (8" W) R.R. SIGNAL POWER POLE R.R. WARNING LIGHT POLE EX. SSMH RIM=35.74 IE=29.38 (8" E, S) CALC'D M.C. _ N88°33'45 "W 121.85' - 68.85 PC❑H) P(❑H) P(❑H) — (OH) END. 6" (� 'CP�PL MONUMENT W/ 3" BRASSIE & PUNCH MARKED ELEV. = 28.76H� (H❑)d (MEASURED ELEVATION = 31.80') (VISITED ON 8/24/2014) EX. POWER POLE W/LUMINAIRE CB_ PROI EX. CB #500118 RIM=32.00' IE=28.00' (12" SE) CALL BEFORE YOU DIG: 1-800-424-5555 ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. UTILITY CONFLICT NOTE: CAUTION: TEMPORARY EROSION AND SEDIMENT CONTROL PLAN THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CORD DRAWING / ULU I MMIL UMMUL 1 1 1 — COVERED IN BRUSH 1 1 11 5pE1/3$:AQ_ -86 �$/� P(❑M) P111H) or OWE POLE >erEX. GRAVEL ROAD TO REMAIN AND MUST BE ____CtEAR--0E—BLACKBERRY BUSHES FOR A MINIMUM OF 5' ON, EITHER SIDE OF THE ROAD. 6ti. FND. 4"X4" CONC. R.O.W. MONUMENT N73'W 0.13' FROM CALC'D 00 oco I p S88'S1 15 E 665.46, IN COMPLIANCE WITH CITY OF RENTON STANDARDS PL\ SAp� �F W A Syl A, � Q o Z . ��Fss24661 o�is10,NG��`��` NA L E 07/26/21 `-- I.E. = 72.42' �24" RCP CULVERT I.E. = 70.68' RENTON HOTEL PERMIT #U15008433 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CONTACT: DAN BALMELLI 1=30' 0 15 30 60 WET SEASON EROSION CONTROL REQUIREMENTS (applicable from October 1st to April 30th) 1. THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO (2) DAYS, RATHER THAN SEVEN (7) DAYS. 2. STOCKPILES, STEEP CUT, AND FILL SLOPES ARE TO BE COVERED OR PROTECTED WITH MULCH, SOD, PLASTIC COVERING, JUTE MAT ETC. IF LEFT UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS (PLASTIC, MATTING, ETC.) SUFFICIENT TO COVER ALL DISTURBED AREAS, SHALL BE STOCKPILED AND AVAILABLE ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. SEEDED SHOULD BE COMPLETED BY SEPTEMBER 23RD. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER DISTURBED ACRE MUST BE STOCKPILED ON SITE. 7. PROPERLY INSTALLED SILT FENCING IS MANDATORY ALONG THE DOWNSLOPE OF ALL DISTURBED AREAS OF THE SITE. PERIMETER PROTECTION FILTERS RUNOFF AND REDUCES THE AMOUNT OF SEDIMENT THAT MAY LEAVE THE SITE. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. P 9. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 10. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 11. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 12. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN WATER WELL AWAY FROM THE SURFACE WATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED. 13. THE FREQUENCY OF MAINTENANCE REVIEW SHOULD BE INCREASED FROM WEEKLY TO DAILY WHERE WARRANTED. I I I I X J Q Y m FND. 1/2 REBAR & CAP "HARSTAD LS#13731" _ N80'W 0.11' FROM CALC'D II u J Cn O Q o 408.34 O66 — P(OH) CB W/ NO GRATE RIM = 79.33' I.E. = 75.59' 24" CMP S.E. co LSD S. LN., S. W. 114, SEC. 5 11 ICD Q �N. LN., N. W. 1/4, SEC 0 P(OH) � 1 CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY DIRECT SUPERVISION ON THIS DATE: 07-26-2019." SIGNATURE: C, d k)_ 1Ln Ln 1 w a- 0 J Cn 0 N I z 0 F_ a- 0 i a i rI DR /I Arc 205.34' co PARIl ' 02» �72 96 0 Rad �-200 32 / FND. CONC. MONUMENT W/ BRASS NAIL CITY OF RENTON COMMUNITY AND ECONOMIC DEVELOPMENT TEMPORARY EROSION AND SEDIMENT CONTROL PLAN MARRIOTT RESIDENCE INN DESIGNED AS DATE 09/14/2015 FILE NO. DRAWN MB CHECKED AS APPROVED DIRECTOR OF PUBLIC WORKS SCALE FIELD BOOK PAGE (_ SHEET v4 OF 20