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HomeMy WebLinkAboutMAP_Segale_Upper_Balch_Existing_Site_Conditions_2503_v1TC E TC E TCETCETCETCE TC E TC E TC E TC E TC E TC E TCE TCE TCE TCE TC E TC E TC E TC E TC E TC E TC E PO R W W H G : M D U 1 4 , 2 0 2 5 - 1 : 0 0 S P O : ? P R O J E C T ? 3 3 2 0 0 ? 3 3 2 0 1 A ? C A D D ? A C A D ? D Z J ? R H F R U G D U D Z L Q J V ? R H F R U G D U D Z L Q J V C A D ? C 0 0 1 . G Z J L D \ R X W N D P H : C 0 0 1 VICINITY MAP CITY OF RENTON, WASHINGTON City Project No. SWP-27-4080 PHONEAGENCYNAME CONTACT PERSONNEL NOT TO SCALE RECORD DRAWINGS - MARCH 2025 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP JARED MCDONALD CITY OF RENTON 425.430.7293 KEVIN EVANS CITY OF RENTON 425.430.7264 JOE FARAH CITY OF RENTON 206.475.1390 RUSS GASTON OTAK 425.739.4209 SANDY LEEK PUGET SOUND ENERGY-MLM 253.381.7313 DUSTIN WELLER PUGET SOUND ENERGY-206.379.4347 ELECTRIC AND GAS IAN HULSEY COMCAST 253.254.3817 JESSE PATJENS LUMEN 425.429.5722 BRETT TIETJEN CITY OF RENTON-425.430.6873 INFO SERVICES FIBER OPTIC MONROE AVE NE INFILTRATION FACILITY LOCATION MAP NOT TO SCALE PROJECT LOCATION PROJECT LOCATION NE M O N R O E A V E RE N T O N M A P L E V A L L E Y R O A D JE F F E R S O N A V E N E I-4 0 5 NE 3RD S T NE 2ND ST NE 4TH ST R-408001 FUNDED IN PART BY WASHINGTON STATE DEPARTMENT OF ECOLOGY NE 4TH ST INDEX OF DRAWINGS SHEET SHEET TITLE DESCRIPTION 1 C001 COVER SHEET 2 C002 LEGEND, ABBREVIATIONS, GENERAL NOTES 3 C003 SITE KEY PLAN AND PROJECT OVERVIEW 4 C004 CONSTRUCTION SEQUENCING 5 C101 SURVEY CONTROL PLAN 6 C102 SURVEY CONTROL PLAN 7 C103 PRE-CONSTRUCTION SITE CONDITIONS 8 C104 STAGE 1 SITE LOGISTICS PLAN 9 C105 STAGE 2 SITE LOGISTICS PLAN 10 C201 STAGE 1 TESC AND DEMOLITION 11 C202 STAGE 1 TESC AND DEMOLITION 12 C203 STAGE 1 TESC DETAILS 13 C204 STAGE 2 TESC AND DEMOLITION 14 C301 STORMWATER INFILTRATION FACILITY PLAN 15 C302 STORMWATER INFILTRATION FACILITY SECTION 16 C303 STORMWATER INFILTRATION FACILITY SECTION 17 C310 STORMWATER INFILTRATION FACILITY DETAILS 18 C401 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN 19 C402 SITE GRADING AND DRAINAGE IMPROVEMENTS PLAN 20 C403 SITE DRAINAGE PROFILES 21 C404 SITE DRAINAGE PROFILES 22 C410 TYPICAL STRUCTURE PLACEMENT DETAIL 23 C411 HYDRODYNAMIC SEPARATOR DETAILS 24 C412 FLOW SPLITTER VAULT AND INFILTRATION CHAMBER MANIFOLD VAULT DETAILS 25 C413 TREATMENT VAULT DETAILS 26 C414 TREATMENT VAULT DETAILS 27 C501 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 28 C502 MAINTENANCE ACCESS ROAD PLAN AND PROFILE 29 C510 MAINTENANCE ACCESS ROAD SECTIONS AND DETAILS 29A S600 STRUCTURES GENERAL NOTES 30 S601 GRATED VAULT TOP PLAN 31 S602 GRATED VAULT TOP DETAILS 32 S603 GRATED VAULT TOP DETAILS 33 S604 GRAVITY BLOCK WALL DETAILS 34 S605 LUMINAIRE FOUNDATION DETAILS 35 L701 LANDSCAPE PLAN 36 L702 LANDSCAPE DETAILS 1 0 1 1 0 2 1 0 3 1 0 4 1 0 5 1 0 6 1 0 7 1 0 8 1 0 9 1 1 0 1 1 1 P C C S W W W C C P CP C C D C PC SD CB TYPE 1 RIM 345.76 8 CMP (W) IE 343.81 SUMP 342.26 D SD MH 60 CONC RIM 345.96 8 CMP (E) IE 339.96 18 CPP (W) IE 339.36 8 CMP (W) IE 340.18 36 CMP (N) IE 332.56 36 CMP (S) IE 332.56 SD CB TYPE 1 RIM 345.84 8 CMP (E) IE 342.42 SUMP 340.74 D SD MH TYPE 2 RIM 345.59 18 CPP (W) IE 337.24 36 CMP (N) IE 332.89 36 CMP (S) IE 332.69 S SS MH 48 CONC RIM 342.20 10 PVC (N) IE 335.00 10 PVC (S) IE 334.80 1 6  CPC C C SD CB TYPE 1 RIM 339.66 12 PVC (NE) IE 337.41 8 CMP (W) IE 337.31 SUMP 335.26 D SD MH 60 CONC TYPE 2 RIM 340.13 8 CMP (W) IE 335.98 8 CMP (E) IE 335.98 36 CMP (N) IE 333.05 36 CMP (S) IE 332.95 SD CB TYPE 1 RIM 339.68 8 CMP (E) IE 336.38 SUMP 334.58 S DD CP 1 8  6  P W W D S SS MH RIM 347.79 10 PVC (N) IE 334.09 10 PVC (S) IE 333.89 1 4  1 0  1 8  226 1 4  1 4  1 4  1 2  G G G G G G G G G G G G G P TVTVTV TV TV TV TV TV G TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV P W W W W W W W W W W W W W W W W W W W W W W W W W W SDSD SDSDSDSD SDSDSD SDSD SS SS SS SS SSSSSSSSSS SSSSSSSSSS SSSSSSSSSS O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P O H P PPPPPPPPPPPPPPPP P TV TV TV TV TV TV TV TV TV TV TV TV TV TV PPPPP P PPP TV TV TV TV TV TV TV TV TV TV TV TV TV TV TV PPPPP TVTVTVTVTV TVTVTVTV PPPP P P P P P P P P P P PP 2 DUCT BANKS 2 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 3 DUCT BANKS 22 CPP IE 308.6018 CPP IE 314.13 6  8  1 2  6  1 1 5 X EXCAVATED MATERIAL STOCKPILED BY OTHERS TEMPORARY CONSTRUCTION ACCESS ROAD MONROE AVENUE FACILITY TRUCK HAULING ROUTE. PROJECT LIMITS PERMANENT STORMWATER EASEMENT IMPORTED INFILTRATION GRAVEL STORAGE AREA ON-SITE GRAVITY BLOCK STORAGE AREA BOTTOM OF EXCAVATED PIT TO BE FILLED TC E TC E TC E TC E TC E TC E TC E TC E TC E TC E TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TCE TC E TC E TC E TC E TC E TC E TC E TC E TC E TC E TCETCETCETCETCETCETCETCETCETCETCETCETCETCETCETCE SUITABLE MATERIAL FOR NON-INFILTRATION MATERIAL, PER APPROVAL OF ENGINEER, WITHIN STOCKPILE AREA TO BE COVERED IN PLASTIC BY OTHERS JEFFERSON AVENUE NE MONROE AVENUE NE MONROE AVENUE FACILITY TRUCK HAULING ROUTE. OTAK 33201.A SHEET: 11241 WLOORZV RRDG NE, SXLWH 200 RHGPRQG, WA 98052 425.822.4446 ZZZ.RWDN.FRP ‹ 2023 OTAK, INC. OF 36 DRAWING NO. PROJECT NUMBER REVISION COMMENTSNO.BY REVIEW DATE DESIGNER DRAWN BY CHECKED BY CD TT RG PO R W W H G : M D U 1 4 , 2 0 2 5 - 1 : 0 2 S P O : ? P R O J E C T ? 3 3 2 0 0 ? 3 3 2 0 1 A ? C A D D ? A C A D ? D Z J ? R H F R U G D U D Z L Q J V ? R H F R U G D U D Z L Q J V C A D ? C 1 0 6 . G Z J L D \ R X W N D P H : C 1 0 6 NW 1/4 OF SECTION 16, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE IN FEET 50 0 50 100 C104 8 STAGE 1 SITE LOGISTICS PLAN R-408008 GENERAL NOTES 1.CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL WHEN VEHICULAR OR PEDESTRIAN ACCESS ROUTES ARE TEMPORARILY BLOCKED. 2.PEDESTRIAN AND VEHICULAR ACCESS ALONG MONROE AVENUE SHALL BE MAINTAINED AT ALL TIMES. UNOBSTRUCTED CONTINUOUS 4 WIDTH PEDESTRIAN ROUTE COMPLIANT WITH ADA STANDARDS SHALL BE PROVIDED. 3.ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED THROUGHOUT DURATION OF THE PROJECT. 4.THIS PLAN SHOWS APPROXIMATE LOCATIONS OF ITEMS RELEVANT FOR SITE LOGISTICS. CONTRACTOR IS RESPONSIBLE TO DEFINE FINAL WORK PLAN AND SUBMIT TO CITY OF RENTON FOR APPROVAL PRIOR TO CONSTRUCTION. LEGEND APPROXIMATE LIMITS OF PIT BOTTOM EXCAVATED BY OTHERS ON-SITE ECOLOGY BLOCK STORAGE AREA COR CONTRACTOR HAULING ROUTE PROJECT LIMITS / TCE IMPORTED INFILTRATION GRAVEL STORAGE AREA STOCKPILE BY OTHERS TEMPORARY ACCESS ROAD WITH GEOGRID >< I--a.. I () _J <C Cil a: w a.. a.. :::) CPH CONSULTANTS Site Planning• Civil Engineering Land Use Consulting• Project Management 11431 WILLOWS RD. NE. SUITE 120 REDMOND, WA 98052 Phon8: (425:1 285-2390 I FAX: (425) 285-2389 WWW. co 17 cons v /ta 11 ts. CG m Co vri ht© 2018 CPH Consultants. LLC. All Ri hts Reseived. ro , •. !). F\,IM ..)J.h. 09 i62J059iJO un f Know what's below. Call before ou di Gf;/-._;_ !-NU I IL_ f-' _I :v SEC. 16, TWP 23 N, R5E �.,l\'I. '!UUVll 11/_ Clvl I EXHIBIT 7 P/M -Ab. (F'l"\ F,1,h.,1 3,,16 1:, \ ; ; ,,,t J/IE 'S�f-FCEDER C [CVCD l;lc 1"=50' ::.. f-ULL :;:AL� II l•,J() l:-'11 111':: I sc'S_= ;,cccrn ·•.JGU ,--, --T: ---li: /"'-,��ea I ;iA j ---r �k­fJ- :e2:;csg:53 0 50 ,- PLAN I ; I F:E T 100 IN FEET LEGEND -420- NOTES: DAYLIGHT LINE FINISHED GRADE CONTOUR GRAVEL INFILTRATION TRENCH DRAIN AGE SWALE CULVERT 1.GRADING AROUND RETAINED TREES SHALL MEET TREE PROTECTION REQUIREMENTS SHOWN ON SHEET C1.101. APPROX. EARTHWORK QUANTITIES EARTHWORK QUANTITIES WERE EST/MA TED USING A GRID VOLUME METHOD AND AUTODESK AUTOCAD C/VIL3D SOFTWARE. THE FOLLOWING VALUES ARE APPROX/MA TE AND PROVIDED TO ILLUSTRATE GENERAL EARTHWORK EFFORTS BASED ON AVAILABLE SURVEY AND DESIGN DA TA EXCLUDING EST/MA TES OF ANY FOUNDATION AND PAVEMENT QUANTITIES: FILL: 230,000 CY CUT: 0 CY NET: 230,000 CY (FILL) THESE VALUES ARE NOT FOR CONSTRUCTION BID PURPOSES. THE CONTRACTOR SHALL USE THEIR OWN MEANS AND METHODS TO EST/MA TE EARTHWORK QUANTITIES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS UPPER BALCH PIT GRADE AND FILL PERMIT OVERALL GRADING AND STORM DRAINAGE PLAN C3.00 7 >< >< >< l­a.. I () _J <C Cil a: w a.. a.. :::) Overview of Site Conditions Prior to Storm water Facility Construction.