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Home My WebLink AboutP_CIVIL_PLANS_V3UPUPUP4004 0 0 4 1 0 4104103923923943943963 9 63983 9 8 402 40240240240240 2 40440440 4 406406408408PROPOSED BUILDING WITH UNDERGROUND PARKING FFE = 410.33 BREMERTON AVE. NE NE 4TH ST.PAVEDDRIVEWAYELEVATED RAMP DOWN 4004104 1 0396398402402 402404406 408408 1292.85'N 85°48'45" W18.77'N 88°03'08" W 93.12' 1292.86'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56' N 00°04'02" W 248.55'N 88°03'08" W 93.43'CLFOUND CASED CONC. MON. W/3" BRASS DISK & PUNCH. DOWN 0.7'. MAY 2018. FOUND CASED CONC. MON. W/3" BRASS DISK & PUNCH. DOWN 0.7'. MAY 2018. ELEV.398.55' 131+00132+00133+0000 113+00114+00115+00NE 4TH ST. STA 112+92.9 EXTENSION WEST BOUNDARY LINE TO NE 4TH ST STA 130+00.0 =390392 394 410408IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 COVER.DWG 7/21/2020. . . . . SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. COVER SHEET & HORIZONTAL CONTROL PLAN 6/22/20 LEGAL DESCRIPTION THAT PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 290.4 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER. LESS THE EAST 230.00 FEET. LESS THE COUNTY ROAD. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM LEGEND LC STORM DRAIN MANHOLE SIGN POST UTILITY/POWER POLE WATER VALVE SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT RIGHT OF WAY CENTERLINE FOUND CONCRETE MONUMENT AS NOTED EXISTING REBAR W/CAP, AS NOTED SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" POPLAR TREE EXISTING NAIL AND WASHER AS NOTED SET NAIL AND WASHER STAMPED "PCS 37536" S WATER METER TRAFFIC SIGNAL JUNCTION BOX FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' VERTICAL DATUM NAVD 88 Feet 0 20 40 VICINITY MAP SITEI-405RENTON RENT O N M A P L E V A L L E Y R D NE 4TH ST HWY 167I-405 I-405HWY 9 0 0 BREMERTONAVE NESCALE: 1" = 2000' FENCE LINE G GAS LINE P POWER LINE UP POWER LINE (UNDERGROUND) SS SEWER LINE SD STORM DRAIN LINE T TELEPHONE LINE UT TELEPHONE LINE (UNDERGROUND) W WATER LINE PROJECT OWNER 4TH CREEK MEADOWS, LLC 12505 NE BELLEVUE-REDMOND RD., STE. 212 BELLEVUE, WA 98005 PROJECT MANAGER MARTIN REIMERS, AIA CONCEPT ARCHITECTURE, LLC 2615 WEST CASINO ROAD, STE. 1A EVERETT, WA 98204 PHONE: 425-377-8786 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN & ASSOCIATES, INC P. O. BOX 516 MONROE, WA 98272 PHONE: 360-794-7811 FAX: 360-805-9732 LAND SURVEYOR DARREN RIDDLE, PLS PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 PHONE: 425-512-7099 4TH DIMENSION MIXED USE RENTON, WA SHEET INDEX SHEET NO.SHEET DESCRIPTION C1.0 COVER SHEET & HORIZONTAL CONTROL PLAN C2.0 STORMWATER POLLUTION & PREVENTION PLAN C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN C3.1 SEWER & WATER DETAILS C4.0 DRAINAGE PLAN C4.1 DRAINAGE PROFILES C4.2 VAULT DETAILS C4.3 RAINGARDEN DETAILS C4.4 STORM DRAINAGE DETAILS C4.5 STORM DRAINAGE DETAILS C5.0 GRADING & PAVING PLAN C5.1 GRADING SECTIONS C5.2 FRONTAGE PLAN C6.0 FLOOD PLAIN COMPENSATORY STORAGE SITE DATA LOT SIZE: 23,170 SF/0.53 AC LOT SIZE AFTER R/W DEEDING: 19,349 SF/0.44 AC AREA OF WORK: 27,360 SF/0.63 AC GRADING QUANTITIES: CUT 1,500 TONS / 900 C.Y. FILL 6,800 TONS / 4,000 C.Y. SOURCE OF FILL: SELECT ON-SITE MATERIAL OR IMPORTED STRUCTURAL MATERIAL DESTINATION OF EXCESS SOIL: APPROVED OFF-SITE LOCATION NOTES SITE SURVEY PROVIDED BY: PACIFIC COAST SURVEYS, INC LAND SURVEYING & MAPPING P.O. BOX 13619 MILL CREEK, WA 98082 PH. (425) 512-7099 PROJECT CONTACTS NAVD 88 PROPOSED WATER METER PROPOSED PIV PROPOSED CLEANOUT PROPOSED TYPE I SDCB PROPOSED FDC 4TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM LINE PROPOSED TYPE II SDCB PROPOSED BIOPOD TREATMENT WALL STRUCTURE INLET A1.0 SITE PLAN T1 TOPOGRAPHIC SURVEY P2.0 FOUNDATION PLUMBING PLAN S5.7 DETENTION VAULT PLAN L1 TREE RETENTION & CLEARING PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN L4 IRRIGATION PLAN L5 IRRIGATION PLAN E1.0 ELECTRICAL SITE PLAN E1.1 ELECTRICAL DETAILS E2.0 PHOTOMETRIC STREET LIGHTING PLAN 1 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413801 add to the plans: hearing examiner's and sepa conditions of approval. ensure that all conditoins of approval required piror to civil construction permit issuance have been addressed. upgrade companion ramp to meet ada requirements. upgrade companion ramp to meet ada requirements. CHANNELIZATION AND SIGNAGE PLAN REQUIRED. Markup Legend RED Required Revisions BLUE Recommended Revisions PURPLE Advisory Only GREEN Items to be Deleted provide horizontal datum and ties to city of renton control monuments list all hearing examiner conditions of approval and environmental review mitigation measures.Label the pending private access easement for 1023059117. To be recorded prior to temporary certificate of occupancy. this number replaces any text in this box. typ all sheets. RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3civil construction plans reviewed under civil construction permit 4004 0 0 4 1 0 4104103923923943943963 9 63983 9 8 402 40240240240240 2 40440440 4 406406408408PROPOSED BUILDING WITH UNDERGROUND PARKING FFE = 410.33 BREMERTON AVE. NE NE 4TH ST.PAVEDDRIVEWAYELEVATED RAMP DOWN 4004 1 0396398402402 402404406 408 1292.85'N 85°48'45" W18.77'N 88°03'08" W 93.12' 1292.86'N 00°08'19" W 42.03'N 88°03'08" W 2585.71' (BASIS OF BEARING)N 00°08'19" W 248.56' N 00°04'02" W 248.55'N 88°03'08" W 93.43'CLFOUND CASED CONC. MON. W/3" BRASS DISK & PUNCH. DOWN 0.7'. MAY 2018. FOUND CASED CONC. MON. W/3" BRASS DISK & PUNCH. DOWN 0.7'. MAY 2018. ELEV.398.55' 131+00132+00133+0000 113+00114+00115+00NE 4TH ST. STA 112+92.9 EXTENSION WEST BOUNDARY LINE TO NE 4TH ST STA 130+00.0 =390392 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 COVER.DWG 6/3/2021. . . . . SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. COVER SHEET & HORIZONTAL CONTROL PLAN 6/22/20 LEGAL DESCRIPTION THAT PORTION OF SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY WASHINGTON, DESCRIBED AS FOLLOWS: THE SOUTH 290.4 FEET OF THE WEST HALF OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER. LESS THE EAST 230.00 FEET. LESS THE COUNTY ROAD. SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. VERTICAL DATUM LEGEND LC STORM DRAIN MANHOLE SIGN POST UTILITY/POWER POLE WATER VALVE SANITARY SEWER MANHOLE CATCH BASIN FIRE HYDRANT RIGHT OF WAY CENTERLINE FOUND CONCRETE MONUMENT AS NOTED EXISTING REBAR W/CAP, AS NOTED SET 1/2" X 24" REBAR W/CAP STAMPED "PCS 37536" POPLAR TREE EXISTING NAIL AND WASHER AS NOTED SET NAIL AND WASHER STAMPED "PCS 37536" S WATER METER TRAFFIC SIGNAL JUNCTION BOX FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55'VERTICAL DATUM NAVD 88 Feet 0 20 40 VICINITY MAP SITEI-405RENTON RENT O N M A P L E V A L L E Y R D NE 4TH ST HWY 167I-405 I-405HWY 9 0 0 BREMERTONAVE NESCALE: 1" = 2000' FENCE LINE G GAS LINE P POWER LINE UP POWER LINE (UNDERGROUND) SS SEWER LINE SD STORM DRAIN LINE T TELEPHONE LINE UT TELEPHONE LINE (UNDERGROUND) W WATER LINE PROJECT OWNER 4TH CREEK MEADOWS, LLC 12505 NE BELLEVUE-REDMOND RD., STE. 212 BELLEVUE, WA 98005 PROJECT MANAGER MARTIN REIMERS, AIA CONCEPT ARCHITECTURE, LLC 2615 WEST CASINO ROAD, STE. 1A EVERETT, WA 98204 PHONE: 425-377-8786 CIVIL ENGINEER DAVID HARMSEN, PE HARMSEN & ASSOCIATES, INC P. O. BOX 516 MONROE, WA 98272 PHONE: 360-794-7811 FAX: 360-805-9732 LAND SURVEYOR DARREN RIDDLE, PLS PACIFIC COAST SURVEYS, INC. P.O. BOX 13619 MILL CREEK, WA 98082 PHONE: 425-512-7099 4TH DIMENSION MIXED USE RENTON, WA SITE DATA LOT SIZE: 23,170 SF/0.53 AC LOT SIZE AFTER R/W DEEDING: 19,349 SF/0.44 AC AREA OF WORK: 27,360 SF/0.63 AC GRADING QUANTITIES: CUT 1,500 TONS / 900 C.Y. FILL 6,800 TONS / 4,000 C.Y. SOURCE OF FILL: SELECT ON-SITE MATERIAL OR IMPORTED STRUCTURAL MATERIAL DESTINATION OF EXCESS SOIL: APPROVED OFF-SITE LOCATION NOTES SITE SURVEY PROVIDED BY: PACIFIC COAST SURVEYS, INC LAND SURVEYING & MAPPING P.O. BOX 13619 MILL CREEK, WA 98082 PH. (425) 512-7099 PROJECT CONTACTS NAVD 88 PROPOSED WATER METER PROPOSED PIV PROPOSED CLEANOUT PROPOSED TYPE I SDCB PROPOSED FDC 4TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 PROPOSED WATER LINE PROPOSED SEWER LINE PROPOSED STORM LINE PROPOSED TYPE II SDCB PROPOSED BIOPOD TREATMENT WALL STRUCTURE INLET 1 18 DJR SRM AWK DWH - 1" = 20' 6/3/21 THE MONUMENTED CENTERLINE OF N.E. 1ST. ST., AS THE BEARING OF N 88°03'08" W. BASIS OF BEARING R-413801 C1.0 COVER SHEET & HORIZONTAL CONTROL PLAN C1.1 CONDITIONS OF APPROVAL C2.0 STORMWATER POLLUTION PREVENTION PLAN C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN C3.1 SEWER & WATER DETAILS C3.2 SEWER & WATER DETAILS C3.3 SEWER & WATER DETAILS C4.0 DRAINAGE PLAN C4.1 DRAINAGE PROFILES C4.2 VAULT DETAILS C4.3 STORM DRAINAGE DETAILS C4.4 STORM DRAINAGE DETAILS C5.0 GRADING & PAVING PLAN C5.1 GRADING SECTIONS C5.2 FRONTAGE IMPROVEMENT PLAN C5.3 ADA RAMP DETAILS C5.4 CHANNELIZATION PLANS C6.0 FLOOD PLAIN COMPENSATORY STORAGE A1.0 SITE PLAN T1 TOPOGRAPHIC SURVEY P2.0 FOUNDATION PLUMBING PLAN S5.7 DETENTION VAULT PLAN L1 TREE RETENTION & CLEARING PLAN L2 LANDSCAPE PLAN L3 LANDSCAPE PLAN L4 IRRIGATION PLAN L5 IRRIGATION PLAN E1.0 ELECTRICAL SITE PLAN E1.1 ELECTRICAL DETAILS E1.2 ELECTRICAL DETAILS E2.0 PHOTOMETRIC STREET LIGHTING PLAN SHEET INDEX B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS C1.1 P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C1.0 COVER.DWG 6/3/2021. . . . . SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. CONDITIONS OF APPROVAL 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 1 14 DJR SRM AWK DWH - 1" = 20' 1/14/21 HEARING EXAMINER CONDITIONS OF APPROVAL THE SITE PLAN REVIE: AND CRITICAL AREAS REASONABLE USE VARIANCE ARE APPROVED SUBECT TO THE FOLLO:IN CONDITIONS. 1.THE APPLICANT SHALL COMPLY :ITH THE MITIATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NONǪSINIFICANCE MITIATEDǇ DATED OCTOBER 28Ǉ 2Ţ19. 2.THE APPLICANT SHALL SUBMIT REVISED ARCHITECTURAL PLANS THAT PROVIDE ADDITIONAL BUILDIN MODULATION OR OTHER ARCHITECTURAL DETAILIN ALON THE ROUND FLOOR OF THE PARKIN ARAE AND ALON THE BEDROOMS ǟLEVELS 2 THROUH ŦǠ FACIN BREMERTON AVE NE. THE REVISED ARCHITECTURAL PLANS SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 3 THE APPLICANT SHALL RANT A PRIVATE ACCESS EASEMENT TO THE CA ?ONED PARCEL LOCATED TO THE EAST OF THE PROECT SITEǇ SPECIFICALLY PARCEL NO. 1Ţ23Ţ5911ũ. THE ACCESS EASEMENT DOCUMENT SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER AND DEVELOPMENT ENINEERIN AND SHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. Ŧ.THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS AND SITE PLAN :ITH THE BUILDIN PERMIT APPLICATION IDENTIFYIN THE LOCATION OF CODE COMPLIANT BICYCLE PARKIN MEETIN THE STANDARDS OF RMC ŦǪŦǪŢ8Ţ.F.11Ǉ AND IDENTIFY A MINIMUM OF FIFTEEN ǟ15Ǡ BICYCLE PARKIN STALLS. THE REVISED FLOOR PLANSǇ SITE PLAN AND BICYCLE PARKIN DETAILS SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 5.THE APPLICANT SHALL REDESIN THE E;POSED CONCRETE :ALL AND METAL RAILIN ALON BREMERTON AVE NE TO A PLA?A STYLE DESIN :ITH :ALL SEATIN AND A MORE PEDESTRIAN FRIENDLY ELEMENTS BET:EEN THE BUILDIN AND THE PUBLIC SIDE:ALK. THE REVISED ELEVATION PLANS AND SITE PLAN SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. Ũ.:EATHER PROTECTIONǇ MEASURIN A MINIMUM OF FOUR AND ONEǪHALF FEET ǟŦǪLǓ2'Ǡ :IDE AND A MINIMUM OF THREE FEET ǟ3'Ǡ DEEPǇ SHALL BE PROVIDED OVER THE UNDERROUND PARKIN ARAE ENTRANCE ALON BREMERTON AVE NE. ũ.THE REFUSE AND RECYCLABLES DEPOSIT AREA LOCATION SHALL BE APPROVED BY THE CITY OF RENTON'S SOLID :ASTE UTILITY PROVIDER ǟTHE CITY PARTNERS :ITH REPUBLIC SERVICESǠ PRIOR TO BUILDIN PERMIT ISSUANCE. 8 THE APPLICANT SHALL SUBMIT A REFUSE AND RECYCLIN ENCLOSURE DETAIL AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER. THE REFUSE AND RECYCLIN ENCLOSURE DETAIL SHALL DEMONSTRATE THAT THE TRASH ENCLOSURE :ILL HAVE SELFǪCLOSIN DOORS. 9.THE APPLICANT SHALL INSTALL A MINIMUM SEVENǪFOOT SI;ǪINCH ǟũ'ǪŨ"Ǡ TALL METAL FRAMED REEN :ALL :ITH CLIMBIN VINES NEAR THE PARKIN ARAE PEDESTRIAN ENTRANCE LOCATED ALON BREMERTON AVE NE. THE APPLICANT SHALL SUBMIT A REEN :ALL DETAIL :ITH THE FINAL LANDSCAPE PLAN FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 1Ţ.THE APPLICANT SHALL MAINTAIN A MINIMUM INTERIOR PATH:AY :IDTH NO SMALLER THAN FIVE FEET ǟ5'Ǡ AND THE ENTRANCE :ALK ALON NE ŦTH ST SHALL BE INCREASED FROM SEVEN FEET ǟũ'Ǡ :IDE TO T:ELVE FEET ǟ12'Ǡ :IDE. 11.THE APPLICANT SHALL INCLUDE PERMEABLE PAVEMENT MATERIALS FOR PEDESTRIAN :ALK:AYSǇ :HERE FEASIBLEǇ CONSISTENT :ITH THE 2Ţ1ũ CITY OF RENTON SURFACE :ATER DESIN MANUAL. 12.THE APPLICANT SHALL PROVIDE SITE FURNITURE THAT IS MADE OF DURABLEǇ VANDALǪ AND :EATHER RESISTANT MATERIALS THAT DO NOT RETAIN RAIN:ATER AND CAN BE REASONABLY MAINTAINED OVER AN E;TENDED PERIOD OF TIME. THE SITE FURNITURE DETAILS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 13.THE APPLICANT SHALL SUBMIT A PUBLIC ART PLAN IN ORDER TO REDUCE THE APPARENT SI?E OF THE BUILDIN AND ADD VISUAL INTEREST. THE PREFERRED PUBLIC ART PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 1Ŧ.THE APPLICANT SHALL PROVIDE :INDO:S :ITHIN THE STAIRCASES ON THE NORTH AND SOUTH FACIN FACADES. IN ADDITIONǇ THE APPLICANT SHALL INCREASE THE PERCENTAE OF LA?IN AND CLEAR :INDO:S ALON NE ŦTH ST. REVISED ELEVATIONS SHO:IN ADDED LA?IN AND UPPER STORY CLEAR :INDO:S SHALL BE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE. 15.A MATERIALS BOARD INCLUDIN MATERIAL SAMPLES AND COLORS CODED TO THE BUILDIN ELEVATIONS SHALL BE PROVIDED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN MANAER. 1Ũ.IF CONCRETE IS USED FOR :ALLS ANDǓOR COLUMNSǇ THE CONCRETE SHALL BE ENHANCED BY TECHNI/UES SUCH AS TE;TURINǇ REVEALSǇ ANDǓOR COLORIN :ITH A CONCRETE COATIN OR ADMI;TURE. TREATMENT OF ANY CONCRETE :ALLS ANDǓOR COLUMNS PROPOSED SHOULD BE INCLUDED ON THE MATERIALS BOARD SUBMITTED AS PART OF THE BUILDIN PERMIT REVIE:. 1ũ.A LIHTIN PLAN AND LIHT FI;TURE DETAILS SHALL BE SUBMITTED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT ISSUANCE. 18.THE APPLICANT SHALL PROVIDE A FLOORǪTOǪCEILIN HEIHT OF SI;TEEN FEET ǟ1Ũ'Ǡ AND A MINIMUM CLEAR HEIHT OF FIFTEEN FEET ǟ15'Ǡ ALON THE PORTION OF THE BUILDIN :ITH A COMMERCIAL FACADE. REVISED ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE. 19.THE APPLICANT SHALL PROVIDE BUILDIN FLOOR PLANS :ITH DETAILS FOR ADA COMPLIANT BATHROOMSǇ CENTRAL PLUMIN DRAIN LINEǇ AND A REASE TRAP AND A VENTILATION SHAFT FOR A COMMERCIAL KITCHEN HOODǓE;HAUST AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER. R-413801 STAFF RECOMMENDS APPROVAL OF THE ŦTH DIMENSION BUILDINǇ FILE NO. LUA19ǪŢŢŢ153Ǉ SAǪHǇ ECFǇ VǪHǇ AS DEPICTED IN THE SITE PLAN ǟE;HIBIT 2ǠǇ SUBECT TO THE FOLLO:IN CONDITIONSǆ 1. THE APPLICANT SHALL COMPLY :ITH THE MITIATION MEASURES ISSUED AS PART OF THE DETERMINATION OF NONǫ SINIFICANCE MITIATEDǇ DATED OCTOBER 28Ǉ 2Ţ19. 2. THE APPLICANT SHALL SUBMIT REVISED ARCHITECTURAL PLANS THAT PROVIDE ADDITIONAL BUILDIN MODULATION OR OTHER ARCHITECTURAL DETAILIN ALON THE ROUND FLOOR OF THE PARKIN ARAE AND ALON THE BEDROOMS ǟLEVELS 2 THROUH ŦǠ FACIN BREMERTON AVE NE. THE REVISED ARCHITECTURAL PLANS SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 3. THE APPLICANT SHALL RANT A PRIVATE ACCESS EASEMENT TO THE CA ?ONED PARCEL LOCATED TO THE EAST OF THE PROECT SITEǇ SPECIFICALLY PARCEL NO. 1Ţ23Ţ5911ũ. THE ACCESS EASEMENT DOCUMENT SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER AND DEVELOPMENT ENINEERIN AND SHALL BE RECORDED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY. Ŧ. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS AND SITE PLAN :ITH THE BUILDIN PERMIT APPLICATION IDENTIFYIN THE LOCATION OF CODE COMPLIANT BICYCLE PARKIN MEETIN THE STANDARDS OF RMC ŦǪŦǪŢ8Ţ.F.11Ǉ AND IDENTIFY A MINIMUM OF FIFTEEN ǟ15Ǡ BICYCLE PARKIN STALLS. THE REVISED FLOOR PLANSǇ SITE PLAN AND BICYCLE PARKIN DETAILS SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 5. THE APPLICANT SHALL REDESIN THE E;POSED CONCRETE :ALL AND METAL RAILIN ALON BREMERTON AVE NE TO A PLA?A STYLE DESIN :ITH :ALL SEATIN AND A MORE PEDESTRIAN FRIENDLY ELEMENTS BET:EEN THE BUILDIN AND THE PUBLIC SIDE:ALK. THE REVISED ELEVATION PLANS AND SITE PLAN SHALL BE REVIE:ED AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. Ũ. :EATHER PROTECTIONǇ MEASURIN A MINIMUM OF FOUR AND ONEǪHALF FEET ǟŦǪ1Ǔ2'Ǡ :IDE AND A MINIMUM OF THREE FEET ǟ3'Ǡ DEEPǇ SHALL BE PROVIDED OVER THE UNDERROUND PARKIN ARAE ENTRANCE ALON BREMERTON AVE NE. ũ. THE REFUSE AND RECYCLABLES DEPOSIT AREA LOCATION SHALL BE APPROVED BY THE CITY OF RENTON'S SOLID :ASTE UTILITY PROVIDER ǟTHE CITY PARTNERS :ITH REPUBLIC SERVICESǠ PRIOR TO BUILDIN PERMIT ISSUANCE. 8. THE APPLICANT SHALL SUBMIT A REFUSE AND RECYCLIN ENCLOSURE DETAIL AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER. THE REFUSE AND RECYCLIN ENCLOSURE DETAIL SHALL DEMONSTRATE THAT THE TRASH ENCLOSURE :OULD HAVE SELFǪCLOSIN DOORS. 9. THE APPLICANT SHALL INSTALL A MINIMUM SEVENǪFOOT SI;ǪINCH ǟũ'ǪŨ"Ǡ TALL METAL FRAMED REEN :ALL :ITH CLIMBIN VINES NEAR THE PARKIN ARAE PEDESTRIAN ENTRANCE LOCATED ALON BREMERTON AVE NE. THE APPLICANT SHALL SUBMIT A REEN :ALL DETAIL :ITH THE FINAL LANDSCAPE PLAN FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. 1Ţ.THE APPLICANT SHALL MAINTAIN A MINIMUM INTERIOR PATH:AY :IDTH NO SMALLER THAN FIVE FEET ǟ5'Ǡ AND THE ENTRANCE :ALK ALON NE ŦTH ST SHALL BE INCREASED FROM SEVEN FEET ǟũ'Ǡ :IDE TO T:ELVE FEET ǟ12'Ǡ :IDE. 11.THE APPLICANT SHALL INCLUDE PERMEABLE PAVEMENT MATERIALS FOR PEDESTRIAN :ALK:AYSǇ :HERE FEASIBLEǇ CONSISTENT :ITH THE 2Ţ1ũ CITY OF RENTON SURFACE :ATER DESIN MANUAL. 12.THE APPLICANT SHALL PROVIDE SITE FURNITURE THAT IS MADE OF DURABLEǇ VANDALǪ AND :EATHERǪRESISTANT MATERIALS THAT DO NOT RETAIN RAIN:ATER AND CAN BE REASONABLY MAINTAINED OVER AN E;TENDED PERIOD OF TIME. THE SITE FURNITURE DETAILS SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 13.THE APPLICANT SHALL SUBMIT A PUBLIC ART PLAN IN ORDER TO REDUCE THE APPARENT SI?E OF THE BUILDIN AND ADD VISUAL INTEREST. THE PREFERRED PUBLIC ART PLAN SHALL BE SUBMITTED TO AND APPROVED BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT APPROVAL. 1Ŧ.THE APPLICANT SHALL PROVIDE :INDO:S :ITHIN THE STAIRCASES ON THE NORTH AND SOUTH FACIN FACADES. IN ADDITIONǇ THE APPLICANT SHALL INCREASE THE PERCENTAE OF LA?IN AND CLEAR :INDO:S ALON NE ŦTH ST. REVISED ELEVATIONS SHO:IN ADDED LA?IN AND UPPER STORY CLEAR :INDO:S SHALL BE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE. 15.A MATERIALS BOARD INCLUDIN MATERIAL SAMPLES AND COLORS CODED TO THE BUILDIN ELEVATIONS SHALL BE PROVIDED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN MANAER. 1Ũ.IF CONCRETE IS USED FOR :ALLS ANDǓOR COLUMNSǇ THE CONCRETE SHALL BE ENHANCED BY TECHNI/UES SUCH AS TE;TURINǇ REVEALSǇ ANDǓOR COLORIN :ITH A CONCRETE COATIN OR ADMI;TURE. TREATMENT OF ANY CONCRETE :ALLS ANDǓOR COLUMNS PROPOSED SHOULD BE INCLUDED ON THE MATERIALS BOARD SUBMITTED AS PART OF THE BUILDIN PERMIT REVIE:. 1ũ.A LIHTIN PLAN AND LIHT FI;TURE DETAILS SHALL BE SUBMITTED AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER PRIOR TO BUILDIN PERMIT ISSUANCE. 18.THE APPLICANT SHALL PROVIDE A FLOORǪTOǪCEILIN HEIHT OF SI;TEEN FEET ǟ1Ũ'Ǡ AND A MINIMUM CLEAR HEIHT OF FIFTEEN FEET ǟ15'Ǡ ALON THE PORTION OF THE BUILDIN :ITH A COMMERCIAL FACADE. REVISED ELEVATIONS SHALL BE SUBMITTED TO THE CURRENT PLANNIN PROECT MANAERǇ AND APPROVEDǇ PRIOR TO BUILDIN PERMIT ISSUANCE. 19.THE APPLICANT SHALL PROVIDE BUILDIN FLOOR PLANS :ITH DETAILS FOR ADA COMPLIANT BATHROOMSǇ CENTRAL PLUMIN DRAIN LINEǇ AND A REASE TRAP AND A VENTILATION SHAFT FOR A COMMERCIAL KITCHEN HOODǓE;HAUST AT THE TIME OF BUILDIN PERMIT REVIE: FOR REVIE: AND APPROVAL BY THE CURRENT PLANNIN PROECT MANAER. STAFF RECOMMENDED CONDITIONS OF APPROVAL ENVIRONMENTAL REVIEW MITIGATION MEASURES: 1.THE PROECT CONSTRUCTION SHALL COMPLY :ITH THE RECOMMENDATIONS FOUND IN THE SUBMITTED EOTECHNICAL ENINEERIN REPORT :ITH INFILTRATION EVALUATIONǇ PREPARED BY EO ROUP NORTH:ESTǇ INC.Ǉ DATED MAY 1ŦǇ 2Ţ18Ǉ AND FUTURE ADDENDA. 2.THE APPLICANT'S EOTECHNICAL ENINEER SHALL REVIE: THE PROECT'S CONSTRUCTION AND BUILDIN PERMIT PLANS TO VERIFY COMPLIANCE :ITH THE EOTECHNICAL REPORTǟSǠ. THE EOTECHNICAL ENINEER SHALL SUBMIT A SEALED LETTER STATIN THAT HEǓSHE HAS REVIE:ED THE CONSTRUCTION AND BUILDIN PERMIT PLANS AND IN THEIR OPINIONǇ THE PLANS AND SPECIFICATIONS MEET THE INTENT OF THE REPORTǟSǠ. 3.THE EOTECHNICAL AND STRUCTURAL DESIN OF THE ŦTH DIMENSION BUILDIN AND THE PORTION OF THE BUILDIN PROVIDIN COMPENSATORY STORAE MUST BE PREPARED IN A :AY THAT :ILL PREVENT DAMAE TO THE SUBECT BUILDIN AND SURROUNDIN PROPERTIES FROM SEEPAE OF :ATER INTO THE SUBBASE MATERIAL AND POTENTIAL SETTLEMENT AND EROSION THAT MIHT RESULT. POSSIBLE MEANS OF ACCOMPLISHIN THIS INCLUDE PROVIDIN A :ATERTIHT CONCRETE BASE SLAB ANDǓOR A :ATERPROOF LINER BENEATH THE OPEN CHANNEL AND COMPENSATORY STORAE AREA TO PREVENT INFILTRATION OF :ATER INTO THE INTO THE SUBBASE MATERIAL. THE PROECT'S EOTECHNICAL AND STRUCTURAL ENINEERS MUST PROVIDE THE CITY :ITH A CORRESPONDENCE BEARIN A PROFESSIONAL ENINEERIN STAMP STATIN THAT IN THEIR OPINION THE PROECT AS DESINED :ILL NOT RESULT IN PROPERTY DAMAE CAUSED BY SETTLEMENT OR EROSION OF THE SUBBASE MATERIAL. Ŧ.A PRORATED SHARE OF THE TRAFFIC SINAL COSTS SHALL BE COLLECTED FROM THE PROPOSED PROECT BASED UPON THE RATIO OF NUMBER OF PEAK TRIPS THAT :OULD BE ADDED BY THE PROECT TO THE NUMBER OF FUTURE BASELINE TRIPS AT THE NE ŦTH STAT BREMERTON AVE NE INTERSECTION. THE FEE :OULD BE BASED ON ǟNE: PM PEAKǪHOUR TRIPSǠǓǟTOTAL VEHICLE PM PEAKǪHOUR TRIPS FOR THE ; ǟCOST OF NE: SINAL AND IMPROVEMENTSǠ. THE PRORATED SHARE OF THE TRAFFIC SINAL IS Ȍ8ǇŦ32.5Ŧ ǟǟ3ŦǓ3ǇŢ2ŦǠ ; ũ5ŢǇŢŢŢ = Ȍ8ǇŦ32.5ŦǠ. THE FEE SHALL BE PAID PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION FPWWWWWWWWWWWWWWWWWWW WWWWWWW W W W W WW WW W WWWWWW W W W W W W UPUP UP 400 400 410392392394394396 396 398 398402402402 402402 402404404 404406 406 408408 EXISTING FIREHYDRANTEXISTING FIREHYDRANTBREMERTON AVE. NENE 4TH ST.RELOCATEUTILITY POLECOORDINATEWITH UTILITYDISTRICTDEMOEX. CURBDEMO PORTIONOF EXISTINGSTORM LINE400 410 392394396398402402 40 4 40 6 40 8 EXISTING 100 YEAR FLOODPLAIN ELEV. 394.8 SEETECHNICAL INFORMATIONREPORTDEMO EX.ROCKERYDEMO EX.FENCEDEMO EX. HOUSECOORDINATE WITHUTILITY PROVIDERSDEMO EX.CONCRETE22111REMOVE PIPE TO WESTWHERE EXISTINGDAYLIGHTS ATCHANNELINLET PROTECTIONPER STD PLAN 216.30SILT FENCE PERSTD PLAN 214.00REMOVE TREES ALONGBREMERTON AVE NECOORDINATE IMPACTTO OFF-SITE TREESWITH ARCHITECTSAWCUT FORCLEAN EDGE, SEALJOINT WITHRS4000 OR EQUALPORTION OFEXISTING STORMLINE TO REMAINCLEARINGLIMITS ATPROPERTYLINEDEMO EX.WALLIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.LEGENDFeet0204021STABILIZE PAVED AREAS WITH ASPHALT PAVINGPER PAVING SECTIONSTABILIZE PERVIOUS AREAS WITH LANDSCAPINGAND/OR HYDROSEEDSTABILIZE PAVED AREAS WITH CRUSHED ROCKPER PAVING SECTIONSTABILIZE ALL FUTURE LANDSCAPE AREAS WITHSEEDING & 4" STRAW MULCHTEMPORARYPERMANENT21STABILIZATION NOTESTO BE DEMOLISHEDCOMBINED CLEARINGLIMITS & SILT FENCEPER STD PLAN 214.00TEMPORARY INLETPROTECTION (BMP C220)PER STD PLAN 216.30C2.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C2.0 SWPPP.DWG 7/21/2020 .....STORMWATER POLLUTION & PREVENTION PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980592 14DJRSRMAWKDWH-1" = 20'7/21/20TED-40-4138 R-413802Include project-specificESC construction sequenceB20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION FPWWWWWWWWWWWWWWWWWWW WWWWWWW W W W W WW WW W WWWWWW W W W W W WWWWW400 400 410392392394394396 396 398 398402402402 402402 402404404 404406 406 408408 E;ISTIN FIREHYDRANTE;ISTIN FIREHYDRANTBREMERTON AVE. NENE 4TH ST.RELOCATE UTILITY POLECOORDINATE WITHUTILITY DISTRICTDEMOEX. CURBDEMO PORTIONOF EXISTINGSTORM LINE400392394396398402402 40 4 40 6 40 8 EXISTING 100 YEAR FLOODPLAIN ELEV. 394.8 SEETECHNICAL INFORMATIONREPORTDEMO EX.ROCKERYDEMO EX.FENCEDEMO EX. HOUSECOORDINATE WITHUTILITY PROVIDERSDEMO EX.CONCRETE22111REMOVE PIPE TO WESTWHERE EXISTINGDAYLIGHTS ATCHANNELINLET PROTECTIONPER STD PLAN 216.30SILT FENCE PERSTD PLAN 214.00REMOVE TREES ALONGBREMERTON AVE NECOORDINATE IMPACTTO OFF-SITE TREESWITH ARCHITECTSAWCUT FORCLEAN EDGE, SEALJOINT WITHRS4000 OR EQUALPORTION OFEXISTING STORMLINE TO REMAINCLEARINGLIMITS ATPROPERTYLINEDEMO EX.WALLREMOVE EXISTINGWATER METER, CAPAT MAININ COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.LEGENDFeet0204021STABILIZE PAVED AREAS WITH ASPHALT PAVINGPER PAVING SECTIONSTABILIZE PERVIOUS AREAS WITH LANDSCAPINGAND/OR HYDROSEEDSTABILIZE PAVED AREAS WITH CRUSHED ROCKPER PAVING SECTIONSTABILIZE ALL FUTURE LANDSCAPE AREAS WITHSEEDING & 4" STRAW MULCHTEMPORARYPERMANENT21STABILIZATION NOTESTO BE DEMOLISHEDCOMBINED CLEARINGLIMITS & SILT FENCEPER STD PLAN 214.00TEMPORARY INLETPROTECTION (BMP C220)PER STD PLAN 216.30C2.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C2.0 SWPPP.DWG 6/3/2021 .....STORMWATER POLLUTION & PREVENTION PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980592 18DJRSRMAWKDWH-1" = 20'6/3/21R-413802CONSTRUCTION SEQUENCE1.ATTEND PRE-CONSTRUCTION MEETING WITH THE CITY OFRENTON, OWNER AND DESIGN TEAM.2.INSTALL TEMPORARY EROSION AND SEDIMENT CONTROLMEASURES AS APPLICABLE.3.DISCONNECT EXISTING UTILITIES & PERFORM SITEDEMOLITION. CLEAR & GRUB REMAINDER OF SITE ANDPERFORM ROUGH GRADING WITHIN BUILDING ENVELOPE.4.CONSTRUCT STORM DRAINAGE CHANNEL AND STRUCTURESFOR STORM CONVEYANCE THROUGH SITE.5.BEGIN BUILDING FOUNDATION AND DETENTION VAULTCONSTRUCTION TO ALLOW FOR PLACEMENT OF FILL WITHINRIGHT OF WAY.6.INSTALL UTILITIES AS SHOWN PER THE UTILITY AND STORMPLANS.7.CONSTRUCT BUILDING & PREPARE SITE AND RIGHT OF WAYFOR PLACEMENT OF PAVEMENT AND WALKS.8.SWEEP PAVED AREAS AND REMOVE EROSION CONTROLFACILITIES ONCE THE SITE HAS BEEN STABILIZED.B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION SDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WWWW W WWWWWW W W W W W UPUP UP 400 400 410410 4 1 0 392392394 394 396 396 398 398402402402 402402 402404 404 404406 406408408FDC LOCATED ONOUTSIDE OF BUILDING6" FIRE SERVICE. CAP &MARK 5' FROM BUILDING3" DOMESTIC WATERMETER PER STDPLAN 320.4EXISTING WATER LINEEXISTING SEWER LINEEXISTING FIREHYDRANTEX. FIRE HYDRANTFFE = 410.33BREMERTON AVE. NENE 4TH ST.SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD STORM DETENTION VAULT400 410396398 402402402 404406408SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD50 LF 6" DI (FIRE SERVICE) PROVIDE FITTINGS AS REQUIRED 30 LF 6" PVC SIDESEWER PER STDPLAN 406.1CAP & MARKIE 387.21S=0.020 FT/FT MIN.4" PIV3" DOMESTICWATER SERVICECAP & MARK5' FROM BUILDINGDCDA & RPBA LOCATED INBUILDING. COORDINATEUTILITY STUB LOCATIONSWITH MECHANICAL DRAWINGS110 LF 4" DI (DOMESTIC) 390 392394SAWCUT & PATCHPER STD PLAN 110.0410 410400396398 400 31' 48' 87'3/4" DOMESTICWATER SERVICECAP & MARK5' FROM BUILDING92 LF 1" PE (DOMESTIC)3/4" DOMESTICWATER METER PERSTD PLAN 320.1IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'Feet02040C3.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 7/21/2020 .....SEWER & WATER PLAN & COMPOSITE UTILITY PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980593 14DJRSRMAWKDWH-1" = 20'7/21/20S-413801W-413801WWP-27-4138WTRP-27-4138 ddcva required on the fire line per std plan 360.5. backflow devices may bewithin the building riser room when the riser room is located on the exterior ofthe building. The fire line must enter the building at this location. provideverification that the building riser room is on the exterior of the building wherethe fire line enters, adjust fire line location, or add an external ddcva onprivate property.recommend clarifyingwhich service is forcommercial vsresidential use.suggest relocatingthe storm drainageline in the street toeliminate the 8"private storm line onproperty. this willallow additionalspace to relocate thewater meters.adjust stormdrainage line out ofthe planter strip.all covered parking areas shallbe routed through an oil/waterseparator before dischargingto the sewer system. see sheetP-2.0 for further comment.provide reduced pressure backflow assebmly (RPBA) forfor both services. the proposed location of the 3-in RPBA inside the building(as shown on sheet P2.1 of the plumbing plans) does notbeet city design standards. the assembly is not immediatelybehind the meter. the 3-in RPBA must be relocated to beoutside of the building and it shall be located withinprivate property. the RPBA shall be installed aboveground and inside a heated enclosure with a drain linesized for relief valve discharge as per std plan 350.23" water meter to move to privateproperty and show water easementsurrounding the water meter.material to be copperper std. plan 320.1MAY NEED TO BE CHANGED TOA TYPE 1L OR TYPE 2 TO MAKETHE PIPE ANGLES WORK.label station IDand providefitting callout:STA X+XX.XX1-INCH WATERSERVICEPER STD PLAN320.1SHOW EXISTING3/4-INCH SERVICE TOBE REMOVED ON THISSHEET OR DEMOSHEETMlabel station ID andprovide fittingcallout:STA X+XX.XX(1) X" x 6" TEE(FLxFL)(1) 12" GV (FLxMJ)(1) 6" GV (FLxMJ)WITH CONCRETEBLOCKINGPER STD PLAN300.3label station ID andprovide fittingcallout:STA X+XX.XX(1) X" x 6" TEE(FLxFL)(1) X" GV (FLxMJ)(1) 4" GV (FLxMJ)(1) X" ADAPTER(FLxMJ)WITH CONCRETEBLOCKINGPER STD PLAN300.3label station IDand providefitting callout:STA X+XX.XX1-INCH WATERSERVICEPER STD PLAN320.1IDENTIFY:12-INCH DUCTILE IRONWATER MAINseperate side sewersare required for theresidential andcommercial portionsof the project.show clean out andprovide both rim andIE elevationinstall fire hydrantper COR std. plan310.1 within 50 feetof FDC. recommendlocation shown inbluerecommend showingclean out locationand adding rimelevationlandscape plansindicate a watermeter in this generallocation. provide anirrigation meter(indicate size, andreference eitherCOR std. plan 320.1for a meter <1.5" or320.2 for a meter >=1.5") and DCVA perCOR std. plan 340.8label station ID andprovide fittingcallout:STA X+XX.XX(1) X" x 6" TEE(FLxFL)(1) 12" GV (FLxMJ)(1) 6" GV (FLxMJ)WITH CONCRETEBLOCKINGPER STD PLAN300.3(1) FH assembly perstd plan 310.1valve is not shown inrecorddrawings,deleteB20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION SDSDSDWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WWWW W WWWWWW W W W W WWWWW400 400 4104104 1 0 392392394 394 396 396 398 398402402402 402402 402404 404 404406 406408408FDC LOCATED ONOUTSIDE OF BUILDING14 LF 6" DI FIRE SERVICE. INSTALLPIV PER STD PLAN 360.2, CAP &MARK 5' FROM BUILDING3" DOMESTIC WATERMETER PER STDPLAN 320.4EXISTING 12" DI WATER LINEEXISTING SEWER LINEE;ISTIN FIREHYDRANTE;. FIRE HYDRANTFFE = 410.33BREMERTON AVE NENE 4TH ST.SDSDSDSDSDSDSDSDSDSDSDSDSD STORM DETENTION VAULT400 410396398 402402402 404406408SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD35 LF 6" DI(FIRE SERVICE) PROVIDE FITTINGS AS REQUIRED 30 LF 6" PVCCOMMERCIAL SIDESEWER PER STD PLAN406.1, INSTALL SSCORIM 410.24IE 387.21S=0.020 FT/FT MIN.3" RESIDENTIALWATER SERVICECAP & MARK5' FROM BUILDING110 LF 4" DI (DOMESTIC) 390 392SAWCUT & PATCHPER STD PLAN110.0, TYP400396398 400 31' 53' 87'92 LF 1.5" COPPERCOMMERICAL WATERSERVICE, CAP & MARK5' FROM BUILDING1.5" COMMERICALWATER METER PERSTD PLAN 320.2 &RPBA PER STD PLAN350.2REMOVE EXISTING3/4" DOMESTICWATER METER,CUT/CAP AT MAIN(BY CITY FORCES)131+00132+00133+00134+00STA 132+23.7, 29.2' LT1- 12"x6" DI TEE, FL1- 12" GV, FLxMJ1-6" GV, FLxMJ1- 12" ADAPTER FLxMJTHRUST BLOCKING PERCOR STD PLAN 300.2STA 130+71.7, 30.1' LT1- 12"x4" DI TEE, FL1- 12" GV, FLxMJ1-4" GV, FLxMJ1- 12" ADAPTER FLxMJTHRUST BLOCKING PERCOR STD PLAN 300.2STA 130+54.1, 29.9' LT1.5" WATER SERVICEPER STD PLAN 320.1STA 132+18.0, 29.3' LT1" WATER SERVICEPER STD PLAN 320.13/4" IRRIGATIONMETER PER PLANPLAN 320.1 & DCVAPER STD PLAN 340.8ALL COVERED PARKING AREAS SHALLBE ROUTED THROUGH AN OIL/WATERSEPARATOR BEFORE DISCHARGING TOTHE SEWER SYSTEM, SEE SHEET P2.0.30 LF 6" PVCRESIDENTIAL SIDESEWER PER STD PLAN406.1, INSTALL SSCORIM 410.24IE 387.05S=0.020 FT/FT MIN.STA 131+24.6, 30.3' LT1- 12"x6" DI TEE, FL1- 12" GV, FLxMJ1-6" GV, FLxMJ1- 12" ADAPTER FLxMJTHRUST BLOCKING PERCOR STD PLAN 300.235 LF 6" DISTA 131+24.7, 5.9' RTHYDRANT ASSEMBLYPER STD PLAN 310.0SDSD3" RPBA PER STDPLAN 350.2PROPOSED WATEREASEMENT6" DDCVA IN VAULT PER STD PLAN 360.224'IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'Feet02040C3.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 6/3/2021 .....SEWER & WATER PLAN & COMPOSITE UTILITY PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980593 18DJRSRMAWKDWH-1" = 20'6/3/21W-413801S-413801::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.1\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 7/21/2020 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980594 14DJRSRMAWKDWH-1" = 20'7/21/20S-413801W-413801WTRP-27-4138 WTRP-27-4138 WTRP-27-4138 S-413802W-413802WWP-27-4138 include standard plans: 300.3 & 300.4 for connections to water main310.3 FOR HYDRANT MARKER320.1 FOR 1-INCH WATER SERVICE320.4 FOR 4-INCH DOMESTIC WATER METER330.1 FOR VALVE BOX340.2 FOR DCVA360.5 FOR DCDA INSIDE BUILDING413.0 FOR sewer standard notesuse current COR stdplans dated 2019available fordownload on the citywebsiteB20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.1\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 6/3/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980594 18DJRSRMAWKDWH-1" = 20'6/3/21W-413802S-413802::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 RECEIVED06/09/2021 striplettBUILDING DIVISIONB20003319_v3 IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.2P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 6/3/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980595 18DJRSRMAWKDWH-1" = 20'6/3/21W-413803S-413803::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.C3.3P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C3.0 SEWER & WATER PLAN & COMPOSITE UTILITY PLAN.DWG 6/3/2021 .....SEWER & WATER DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980596 18DJRSRMAWKDWH-1" = 20'6/3/21W-413804S-413804::PǪ2ũǪŦ138:TRPǪ2ũǪŦ138 RECEIVED06/09/2021 striplettBUILDING DIVISIONB20003319_v3 WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WWWW W WWWWWW W W W W W W W UPUP UP 4104 1 0 402402 404 406 408400 400410394 394396 396398 398402 402404 404 406408 402 40 4 40 6 40 8 STORM DETENTION VAULT20' WIDE X 70' LONG X 6.1' DEEP RAIN GARDEN #1100 SFRAIN GARDEN #2100 SFFFE = 410.33BREMERTON AVE. NENE 4TH ST.22 LF 8" CPEP33 LF 8" CPEPOVERFLOW YD #1STA 130+47.9, 67.7' RTOVERFLOW YD #2STA 130+48.9, 34.5' RTCLEANOUTPROVIDE LOCKING RING & COVERSTA 130+64.7, 19.5' RTSDCB #1 TYPE-ISTA 132+83.2, 0.2' RT4'x6' BIOPODTREATMENT SYSTEMSEE DETAILS ON SHEET C4.5178 LF 8" CPEP19 LF 12" CPEP87 LF 12" CPEP120 LF 12" CPEPSDCB #3 TYPE-ISTA 131+55.3, 0.2' RTSDCB #4 TYPE-ISTA 130+36.4, 16.5' RTSDCB #2 TYPE-ISTA 132+42.5, 0.2' RT41 LF 12" CPEPVAULT DISCHARGEELEVATEDRAMP DOWNSDCB #6 TYPE-II 48''STA 132+65.2, 17.8' RT23 LF 12"S=0.032 FT/FT8 LF 12"S=0.022 FT/FTFLOW CONTROL RISERSTA 132+62.8, 90.8' RTOUTFALL TO VAULTS=0.022 FT/FT410410 394.87 394.87 SDSDSDSDSDSDSDSDSDSD SDSD SD SD SD SD SDSDSDSD SDSDSDSDSDSDSDSDSDSDSDSDSD SDSDSDSDSDSDCUT PIPE ANDREMOVE TO WEST24" IE 389.36CONSTRUCT CONCRETECHANNELSDCB #7 TYPE-II 48''STA 132+22.1, 14.8' RTNEW 12" UPSTREAMBYPASSS=0.005 FT/FTCOMPENSATORYSTORAGE WALLREMOVE EXISTINGSTRUCTURE & PIPECALCULATED 100 YEAR BACKWATER IS399.5. AS WATER RISES, IT WILLINUNDATE AROUND THE NORTH SIDEAND EVENTUALLY OVERFLOWBREMERTON AVE AT APPROXIMATEELEVATION 401.0131+00132+00133+0000113+00 114 +00EX. 9 TYPE IIRIM 404.4430" E IE IN 388.0412" S IE IN 394.7412" NE IE IN 389.8630" W IE OUT 388.0443 LF 30" CPEPEXTENSION WEST BOUNDARYLINE TO NE 4TH STSTA 130+00.0 =NE 4TH ST.STA 112+92.9FOOTING DRAINS TODISCHARGE TO FLOODSTORAGE AT ROCK PADSEE SHEETC6.0 FORFLOOD PLAINCOMPENSATORYSTORAGE3:13:10+001+002+002+48390 392394408400396398 4003980+000+50WALL STRUCTUREPER INLET DETAILSTA 131+95.7, 23.9' RTFOUNDATIONWALL4' SQUAREOPENING30" OUTLET PIPE4'6'LADDERACCESSREMOVEABLEGRATED COVERPROPOSEDGRADE8" DEPTH OFBALLAST ROCK2" MIN COMPACTED DEPTH CSTC,COMPACT TO 95% MAX DENSITY6" MIN DEPTH CLASS3000 CONCRETE4'212'1'FLOW CONCRETECHANNELCONCRETE WIDTHSAND REINFORCINGPER STRUCTURAL#4 REBAR AT 16" O.C.BOTH DIRECTIONSBIOPOD4' x 6'8" INLET FROMRAINGARDENS12" OUTLETTO SDCB #112" INLETFROM SDCB #2BIOPOD TREATMENTRIM 402.43IE (8" S) IN=398.44IE (12" W) IN=398.11IE (12" N) OUT=395.91IN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.Feet02040VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'1. ROOF COLLECTOR LINES TO BE DESIGN-BUILD PERCONTRACTOR. REFERENCE ARCHITECT SITE PLAN FORDOWNSPOUT CONNECTION POINTS.2. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF1% AND 6" MIN DIAMETER SMOOTH WALL PIPE.3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATERAND AT INTERVALS NO GREATER THAN 150 LF.4. INSTALL YARD DRAINS IN PLANTER AREAS WHERESIDEWALKS & RAMPS PREVENT SHEET FLOW FROMBUILDING.5. FOOTING DRAINS OF THE DETENTION VAULT WILLDISCHARGE TO FLOOD STORAGE.6. BUILDING FOOTING DRAINS WILL CONNECT TO THEDETENTION VAULT.DRAINAGE NOTESSCALE:INLET DETAIL11" = 5'SCALE:CONCRETE CHANNEL21" = 5'C4.31LOCKINGFRAME AND COVERNOTESPIPE AND FITTINGS SHALL BE PVC ASTM 3034 (SDR 35).A TEE WYE OR SWEEP MUST BE INSTALLED.STRAIGHT TEES ARE NOT ACCEPTABLE.12PAVEDSURFACEFRAME AND COVERGASKETEDSPIGOT CAPCAST IRON LOCKINGCAST IRONOR MECHANICALPLUG10 GAUGE INSULATEDLOCATE WIREPVCSLEEVECEMENTCONCRETECLASS 4000SCALE:8'' CLEANOUT RING AND COVER3NONEC4.21C4.01C4.02SCALE:BIOPOD DETAIL41" = 10'C4.03C4.04C4.22C4.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020 .....DRAINAGE PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980595 14DJRSRMAWKDWH-1" = 20'7/21/20TED-40-4138 R-413803The geotechnical and structural design of the 4th Dimension Building and the portion of thebuilding providing compensatory storage must be prepared in a way that will prevent damage to thesubject building and surrounding properties from seepage of water into the subbase material andpotential settlement and erosion that might result. Possible means of accomplishing this includeproviding a watertight concrete base slab and/or a waterproof liner beneath the open channel andcompensatory storage area to prevent infiltration of water into the into the subbase material. Theproject's geotechnical and structural engineers must provide the City with a correspondencebearing a professional engineering stamp stating that in their opinion the project as designed willnot result in property damage caused by settlement or erosion of the subbase material.shift cb south to reduce theamount of storm drainagepipe within the planter stripMove bubble forreadabilitysuggest relocatingthe storm drainageline in the street toeliminate the 8"private storm line onproperty. this willallow additionalspace to relocate thewater meters.PROVIDE DETAIL OF THE EXISTINGSTRUCTURE SHOWING HOW THEPROPOSED 30" PIPE CONNECT INTOTHE STRUCTURE WITHOUTDECREASING THE STRUCTURALINTEGRITY OF THE MANHOLE.PROVIDE HEADWALLAT THE INLET.PROVIDE REQUIRED PUBLIC EASEMENT FORSTORM DRAINAGE MAINTENANCE. ENSUREMINIMUM HEIGHT BELOW BUILDING IS OBTAINEDWITHIN EASEMENT AND PROVIDE VERIFICATION.IT APPEARS THAT THE BOTTOM FLOOR PLATEOF THE GARAGE IS AT 401. CONFIRM IFTHERE IS POTENTIAL TO FLOOD BUILDING IFOUTLET FOR STORM WATER IS PLUGGED.NATE: WHAT DO YOU THINK ABOUT REQUESTING TO HAVE THEAPPLICANT ADD CHAINLINK FENCE (WITH LOCKED) ORSOMETHING BETWEEN THE EXISTING GROUND AND THEBUILDING FLOOR PLATE TO BLOCK ACCESS FROM UNWANTEDVISITORS? PLEASE CHECK WITH CLARK ON THIS TOO.B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION WWWWWWWWWWWWWWWWWWWWWWWWWW W W W W WW WWWW W WWWWWW W W W W W WWWWW4104 1 0 402402 404 406 408400 400410394 394396 396398 398402 402404 404 406408 402 40 4 40 6 40 8 STORM DETENTION VAULT20' WIDE X 70' LONG X 6.1' DEEP FFE = 410.33BREMERTON AVE. NENE 4TH ST.SDCB #1 TYPE-ISTA 132+83.2, 0.2' RT4'x6' BIOPODTREATMENT SYSTEMSEE DETAILS ON SHEET C4.519 LF 12" CPEPSDCB #3 TYPE-ISTA 131+55.3, 0.2' RTSDCB #5 TYPE-ISTA 130+36.4, 16.5' RTSDCB #2 TYPE-ISTA 132+42.5, 0.2' RT41 LF 8" DIVAULT DISCHARGESDCB #6 TYPE-II 48''STA 132+65.2, 17.8' RT23 LF 12"S=0.032 FT/FT8 LF 12"S=0.022 FT/FTFLOW CONTROL RISERSTA 132+62.8, 90.8' RTOUTFALL TO VAULTS=0.022 FT/FTSDSDSDSDSD SDSDSDSDSD SD SD SDSDSDSD SDSDSD SDSDSD SDSDSD SDSDSD SDSDSD SDSD SDSDSDSDSDSD CUT PIPE ANDREMOVE TO WEST24" IE 389.36CONSTRUCT CONCRETECHANNELSDCB #7 TYPE-II 48''STA 132+22.1, 14.8' RTNEW 12" UPSTREAMBYPASSS=0.005 FT/FTCOMPENSATORYSTORAGE WALLREMOVE EXISTINGSTRUCTURE & PIPECALCULATED 100 YEAR BACKWATER IS399.5. AS WATER RISES, IT WILLINUNDATE AROUND THE NORTH SIDEAND EVENTUALLY OVERFLOWBREMERTON AVE AT APPROXIMATEELEVATION 401.0131+00132+00133+0000113+00 114 +0043 LF 30" CPEPC4.21C4.01C4.02EXTENSION WEST BOUNDARYLINE TO NE 4TH STSTA 130+00.0 =NE 4TH ST.STA 112+92.9FOOTING DRAINS TODISCHARGE TO FLOODSTORAGE AT ROCK PADSEE SHEETC6.0 FORFLOOD PLAINCOMPENSATORYSTORAGE3:13:1SD SD SDSD SD 390 392400396398 400398C4.03WALL STRUCTUREPER INLET DETAILSTA 131+95.7, 23.9' RTC4.22SDCB #4 - TYPE ISTA 130+66.7, 0.3' RT34 LF 12 " CPEP89 LF 12" CPEP87 LF 12" CPEPINSTALL CHAINLINK FENCEFROM GROUND TOFLOORPLATE, PROVIDE 16'LOCKING DOUBLE GATEFOR ACCESSPROVIDE 8" MIN DEPTH 2" CLEANCRUSHED ROCK OVER COMPENSATORYSTORAGE AREAEX. 9 TYPE IIRIM 404.4430" E IE IN 388.0412" S IE IN 401.3030" W IE OUT 388.04SEE DETAIL 5/C4.0PROPOSED 20'DRAINAGE EASEMENTFOUNDATIONWALL4' SQUAREOPENING30" OUTLET PIPE4'6'LADDERACCESSREMOVEABLEGRATED COVERPROPOSEDGRADE8" DEPTH OFBALLAST ROCK2" MIN COMPACTED DEPTH CSTC,COMPACT TO 95% MAX DENSITY6" MIN DEPTH CLASS3000 CONCRETE4'212'1'FLOW CONCRETECHANNELCONCRETE WIDTHSAND REINFORCINGPER STRUCTURAL#4 REBAR AT 16" O.C.BOTH DIRECTIONSPROPOSEDGRADE4' SQUAREOPENINGIN CONCRETEFOUNDATIONINLETSTRUCTUREBEYOND WALLCONCRETEFOUNDATIONWALL HEADWALLCONCRETEFOUNDATIONWALL HEADWALLCONCRETE CHANNELPER DETAIL 2/C4.020' DRAINAGE EASEMENTSECTION A-APLAN VIEWSECTION A-ABIOPOD4' x 6'12" OUTLETTO SDCB #112" INLETFROM SDCB #2BIOPOD TREATMENTRIM 402.43IE (12" W) IN=398.11IE (12" N) OUT=395.9130" CPEP IE 388 .04EXISTING 30" CPEPIE 388.04EXISTING 12" IE 401.30 12 " I E 3 8 9 . 8 6 Ţ.85'1.Ţ5 'INNER CATCH BASIN WALL VIEWNEW30" CPEPIE 388.04NEW 12"IE 389.86EXISTING30" CPEPIE 388.04INSIDEPIPE DIAKNOCKOUTPLAN VIEWEXISTING 54"TYPE IIMANHOLEINN E R WALL VIEWIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.Feet02040VERTICAL DATUMNAVD 88FOUND 3" BRASS DISK & PUNCHAT SURFACE. CITY OF RENTONMONUMENT NUMBER 1851.ELEV. = 398.55'1. ROOF COLLECTOR LINES TO BE DESIGN-BUILD PERCONTRACTOR. REFERENCE ARCHITECT SITE PLAN FORDOWNSPOUT CONNECTION POINTS.2. PIPE RUNS SHALL HAVE MINIMUM POSITIVE SLOPE OF1% AND 6" MIN DIAMETER SMOOTH WALL PIPE.3. INSTALL CLEANOUTS AT TEES, BENDS 45° OR GREATERAND AT INTERVALS NO GREATER THAN 150 LF.4. INSTALL YARD DRAINS IN PLANTER AREAS WHERESIDEWALKS & RAMPS PREVENT SHEET FLOW FROMBUILDING.5. FOOTING DRAINS OF THE DETENTION VAULT WILLDISCHARGE TO FLOOD STORAGE.6. BUILDING FOOTING DRAINS WILL CONNECT TO THEDETENTION VAULT.DRAINAGE NOTESSCALE:INLET DETAIL11" = 5'SCALE:CONCRETE CHANNEL21" = 5'SCALE:BIOPOD DETAIL41" = 10'C4.0\\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 6/3/2021 .....DRAINAGE PLAN6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 980598 18DJRSRMAWKDWH-1" = 20'6/3/21R-413805SCALE:EXISTING CATCHBASIN DETAIL51" = 3'B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION SCALE: H: 1"=1' V: 1"=0' BREMERTON AVE NE STORM - PROFILE 392 396 400 404 408 392 396 400 404 408 SCALE: H: 1"=1' V: 1"=0' FILTERRA STORM - PROFILE 392 396 400 404 408 412 392 396 400 404 408 412 0+00 0+20 0+40 0+60 SCALE: H: 1"=1' V: 1"=0' ON-SITE STORM - PROFILE 388 392 396 400 404 408 412 416 388 392 396 400 404 408 412 416 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 OVERFLOW YD #1 RIM=409.00 IE (8" W) OUT=406.99 33 LF 8" CPEP S=0.008 FT/FT OVERFLOW YD #2 RIM=409.00 IE (8" E) IN=406.71 IE (8" NW) OUT=406.71 22 LF 8" CPEP S=0.019 FT/FT CLEANOUT RIM=410.25 IE (8" SE) =406.29 IE (8" N) =406.29 PROVIDE LOCKING RING & COVER 178 LF 8" C P E P S=0.044 FT / F T 4'X6' BIOPOD TREATMENT SYSTEM RIM=402.43 IE (8" S) IN=398.44 IE (12" W) IN=398.11 IE (12" N) OUT=395.91 23 LF 12" CPEP S=0.032 FT/FT SDCB #6 TYPE-II 48'' RIM=401.47 IE (12" S) IN=395.18 IE (12" E) OUT=395.18 8 LF 12" CPEP S=0.022 FT/FT 4'X6' BIOPOD TREATMENT SYSTEM RIM=402.43 IE (8" S) IN=398.44 IE (12" W) IN=398.11 IE (12" N) OUT=395.91 19 LF 12" CPEP S=0.010 FT/FT SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (12" N) IN=398.30 IE (12" E) OUT=398.30 APPROXIMATE EXISTING GROUND APPROXIMATE EXISTING GROUND FINISH GRADE APPROXIMATE EXISTING GROUND FINISH GRADE OUTFALL IE 395.00' SCALE: H: 1"=1' V: 1"=0' FLOW CONTROL - PROFILE 384 388 392 396 400 404 408 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 FLOW CONTROL RISER RIM=401.98 IE (12" S) OUT=390.00 5 LF 12" CPEP S=0.000 FT/FT OUTFALL IE 390.00' FINISH GRADE APPROXIMATE EXISTING GROUND DETENTION VAULT PER DETAIL SCALE: H: 1"=1' V: 1"=0' CONCRETE CHANNEL - PROFILE 380 384 388 392 396 400 404 408 380 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 STORM INLET STRUCTURE RIM=404.36 IE (30" W) =388.26 43 LF 30" CPEP S=0.005 FT/FT SCALE: H: 1"=1' V: 1"=0' UPSTREAM BYPASS - PROFILE 380 384 388 392 396 400 404 380 384 388 392 396 400 404 EX. 9 RIM=404.44 IE (30" E) =388.04 IE (12" S) =394.74 IE (12" NE) =389.86 IE (30" W) =388.04FINISH GRADE APPROXIMATE EXISTING GROUND CONCRETE CHANNEL PER DETAIL 12" PERFORATED DISPERSION PIPEC4.2 3 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 SDCB #1 TYPE-I RIM=400.16 IE (12" S) OUT=398.69 41 LF 12" CPEP S=0.010 FT/FT 87 LF 12" CPE P S=0.032 FT/FT SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (12" N) IN=398.30 IE (12" E) OUT=398.30 SDCB #3 TYPE-I RIM=405.16 IE (12" S) IN=401.11 IE (12" N) OUT=401.11 120 LF 12" C P E P S=0.040 FT / F T SDCB #4 TYPE-I RIM=409.96 IE (12" N) =405.91 FINISH GRADE EXISTING 30" PIPE S=0.006 FT/FT OUTFALL IE 389.31' DETENTION VAULT -0+20 0+00 0+20 0+40 0+60 SDCB #7 TYPE-II 48'' RIM=403.17 IE (12" N) IN=390.11 IE (12" S) OUT=390.11 IE (12" SW) OUT=390.11 50 LF 12" CPEP S=0.005 FT/FT EX. 9 RIM=404.44 IE (30" E) =388.04 IE (12" S) =394.74 IE (12" NE) =389.86 IE (30" W) =388.04 FINISH GRADE APPROXIMATE EXISTING GROUND SLOPE = 1.43% C4.0 1 RAINGARDEN #2 RAINGARDEN #1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C4.0 2 C4.2 1 C4.2 2 C4.0 4 C4.2 1 C4.1 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020. . . . . DRAINAGE PROFILES 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 6 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413804 Type 2 structure required where IE > 5' below rim add the following on all applicable profiles: - sewer and water crossings - property line CPEP requires 2' cover when below driven surfaces. Where 2' cover is not possible, use DI pipe. debris cage required. RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3 SCALE: H: 1"=20' V: 1"=4' BREMERTON AVE NE STORM - PROFILE 392 396 400 404 408 392 396 400 404 408 SCALE: H: 1"=20' V: 1"=4' ST1 - PROFILE 392 396 400 404 408 412 392 396 400 404 408 412 APPRO;IMATE E;ISTIN ROUND FINISH GRADE SCALE: H: 1"=20' V: 1"=4' FLOW CONTROL - PROFILE 384 388 392 396 400 404 408 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 FLOW CONTROL RISER RIM=401.98 IE (12" S) OUT=390.00 5 LF 12" CPEP S=0.000 FT/FT OUTFALL IE 390.00' FINISH GRADE APPRO;IMATE E;ISTIN ROUND DETENTION VAULT PER DETAIL SCALE: H: 1"=20' V: 1"=4' CONCRETE CHANNEL - PROFILE 384 388 392 396 400 404 408 384 388 392 396 400 404 408 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 STORM INLET STRUCTURE RIM=404.36 IE (30" W) =388.26 43 LF 30" CPEP S=0.005 FT/FT SCALE: H: 1"=20' V: 1"=4' UPSTREAM BYPASS - PROFILE 380 384 388 392 396 400 404 380 384 388 392 396 400 404 EX. 9 RIM=404.44 IE (30" E) =388.04 IE (12" S) =401.30 IE (30" W) =388.04 FINISH GRADE APPRO;IMATE E;ISTIN ROUND CONCRETE CHANNEL PER DETAIL 12" PERFORATED DISPERSION PIPE C4.2 3 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 SDCB #1 TYPE-I RIM=400.14 IE (8" S) OUT=398.69 41 LF 8" DI S=0.010 FT/FT 87 LF 12" CPEP S=0.032 FT/FT SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (8" N) IN=398.30 IE (12" E) OUT=398.30 SDCB #3 TYPE-I RIM=405.16 IE (12" S) IN=401.11 IE (12" N) OUT=401.11 89 LF 12" CP E P S=0.040 FT/ F T SDCB #5 TYPE-I RIM=409.96 IE (12" NW) =407.46 FINISH GRADE EXISTING 30" PIPE S=0.006 FT/FT OUTFALL IE 389.31' PROVIDE DEBRIS CAGE DETENTION VAULT -0+20 0+00 0+20 0+40 0+60 SDCB #7 TYPE-II 48'' RIM=403.17 IE (12" N) IN=390.11 IE (12" S) OUT=390.11 IE (12" SW) OUT=390.11 50 LF 12" CPEP S=0.005 FT/FT FINISH GRADE APPRO;IMATE E;ISTIN ROUND SLOPE = 1.43% C4.0 1 SDCB #4 - TYPE I RIM=408.70 IE (12" SE) =404.69 IE (12" N) =404.69 -0+30 -0+20 0+00 0+20 0+40 0+60 0+80 0+90 SDCB #2 TYPE-I RIM=401.67 IE (12" S) IN=398.30 IE (8" N) IN=398.30 IE (12" E) OUT=398.30 19 LF 12" CPEP S=0.010 FT/FT 23 LF 12" CPEP S=0.032 FT/FT 8 LF 12" CPEP S=0.022 FT/FT SDCB #6 TYPE-II 48'' RIM=401.47 IE (12" S) IN=395.18 IE (12" E) OUT=395.18 4'X6' BIOPOD TREATMENT SYSTEM RIM=402.43 IE (12" W) IN=398.11 IE (12" N) OUT=395.91 34 LF 1 2 " C P E P S=-0.08 1 F T / F T 34" IRRIGATION, DEFLECT UNDER STORM 6" FIRE SPRINKLER, DEFLECT UNDER STORM 6" HYDRANT, DEFLECT UNDER STORM 34" WATER SERVICE, DEFLECT UNDER STORM 3" WATER SERVICE, DEFLECT UNDER STORM 6" SEWER STUB, IE 387± 6" SEWER STUB, IE 387±DEFLECTION OF RIGID WATER PIPING SHALL BE MADE USING VERTICAL FITTINGS IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C4.0 2 C4.2 1 C4.2 2 C4.0 3 C4.2 1 C4.1 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 6/3/2021. . . . . DRAINAGE PROFILES 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 9 18 DJR SRM AWK DWH - 1" = 20' 6/3/21 R-413806 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION 4.0' 1.3' 2.3' SEDIMENT STORAGE LIVE STORAGE 5%5% 12" OUTLET ELEV 390.00 SEDIMENT STORAGE LIVE STORAGE VALLEY VALLEY 5%5%5%5%70.0' INSIDE DIMENSION 10.0' 20.0' INSIDE DIMENSION 10.0' 5.0' 2.0' 1.3' FINISH GRADE 24" ACCESS WITH SOLID LOCKING LID BOTTOM OF VAULT LID ELEV 396.60 TOP OF LIVE STORAGE ELEV 396.10 BOTTOM OF LIVE STORAGE ELEV 390.00 4'x4' SUMP BOTTOM OF SUMP ELEV 386.00 SEE DETAIL FOR FLOW CONTROL SPECIFICATIONS BUILDING WALL 24" ACCESS WITH SOLID LOCKING LIDFINISH GRADE (VARIES 401.0 - 402.0±) BOTTOM OF VAULT LID ELEV 396.60 TOP OF LIVE STORAGE ELEV 396.10 BOTTOM OF LIVE STORAGE ELEV 390.00 SEE DETAIL FOR FLOW CONTROL SPECIFICATIONS ELEV 389.50 ELEV 389.00 ELEV 389.50 24" ACCESS WITH SOLID LOCKING LID 5'x10' HINGED GRATED OPENING ELEV 389.50 ELEV 389.50 24" ACCESS WITH SOLID LOCKING LID 4'x4' SUMP ELEV 389.50 COMPENSATORY STORAGE AREA ELEV 389.00 SECTION VIEW SECTION VIEW PLAN VIEW 12" TEE 12" PERFORATED DISPERSION PIPE 6'x16'x1' THICK QUARRY SPALL PAD 2' WIDE OVERFLOWS, TYPICAL 3 PLACES. BOTTOM OF OVERFLOW ELEV 396.10 (3) 2' WIDE OVERFLOWS, SEE BELOW AT ELEV 396.10 2.0' 2.0' 2.0' 2.0' 2.0' 5.0' 12" TEE AND PERFORATED DISPERSION PIPE INSTALL ALUMINUM "FLASHING" AT AOVERFLOWS TO PREVENT RUN-OFF FROM FLOWING DOWN WALL 0.5' BUILDING WALL 12" CPEP INLET TO VAULT IE 395.00 FLOW ⅊ 6" ⅊ 6" ⅊ ⅊ 4' BUILDING FOOTING BUILDING FOOTING BUILDING COLUMN BUILDING FOOTING IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. 6" MIN OVERFLOW ELEV 396.10' 0.89" ORIFICE ELEV 388.00'2' MIN 3" ELBOW WITH 0.88" ORIFICE ELEV 393.90' 12" CPEP IE 390.00' 4' x 4' SUMP BOTTOM OF SUMP ELEV 386.00 12" SHEAR GATE RIM ELEV 401.98 SCALE: STORM DRAINAGE DETENTION VAULT11" = 5' SCALE: FLOW CONTROL2NONE C4.2 2 C4.2 2 3" ELBOW WITH 1.30" ORIFICE ELEV 395.50' 12" TEE END TO REMAIN OPEN 12" PERFORATED DISPERSION PIPE 6'x16'x1' THICK QUARRY SPALL PAD ELEV 388.25' GEOTEXTILE UNDER QUARRY SPALLS HDPE MOLDED OR FABRICATED TEE (SAME DIAMETER AND SDR AS PIPE). 12'3" MIN. 8" DETERMINE LENGTH IN FIELD NO HOLES OPPOSITE PIPE STAINLESS STEEL OR HDPE REMOVABLE CAP FLOWROW SPACING = 1" HOLE SPACING = 1" HOLE DIAMETER = 1" STAINLESS STEEL LAG SCREWS12:005:00 DIFFUSER HOLES: ORIENT TO BEST POSITION AFTER FIELD CHECK, (HOLES BETWEEN THE 12:OO AND 5:00 POSITION). SCALE: PERFORATED DISPERSION PIPE3NONE C4.2 3 C4.2 3 VAULT NOTES: 1. STRUCTURAL PLANS MUST BE STAMPED BY A REGISTERED PROFESSIONAL STRUCTURAL ENGINEER.SEE STRUCTURAL PLANS. 2. ALL METAL PARTS SHALL BE CORROSION RESISTANT. 3. PROVIDE WATER STOP AT ALL CAST-IN-PLACE CONSTRUCTION JOINTS. 4. JOINTS SHALL BE SEALED TO RETAIN WATER IN THE "DEAD" STORAGE CELL. 5.FOOTING DRAINS OF THE DETENTION VAULT WILL DISCHARGE TO FLOOD STORAGE. DAYLIGHT VAULT FOOTING DRAIN AT QUARRY SPALL PAD FROM FLOW CONTROL BUILDING WALL 0.5' C4.2 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020. . . . . VAULT DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 7 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413805 to minimize erosion potential below the building, extend quarry spall pad to the concrete channel. suggest replace quarry spall pad to concrete reducing erosion potential further. add 12" vent in corner of the vault currently much of the vault is within the compensatory storage area RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3 6" MINOVERFLOWELEV 396.10'0.89" ORIFICEELEV 388.00'2' MIN3" ELBOW WITH0.88" ORIFICEELEV 393.90'4' x 4' SUMPBOTTOM OF SUMPELEV 386.0012" SHEAR GATESCALE:FLOW CONTROL2NONE3" ELBOW WITH1.30" ORIFICEELEV 395.50'12" TEE12" PERFORATEDDISPERSION PIPEIE 390.006'x16'x1' THICKQUARRY SPALL PADELEV 390.00'GEOTEXTILE UNDERQUARRY SPALL PADC4.23DAYLIGHT VAULT FOOTINGDRAIN AT QUARRY SPALL PADBUILDING WALL0.5'B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION 410410RAINGARDEN #1 96 SF MIN AT OVERFLOW ELEV. 409.00 RAINGARDEN #2 106 SF MIN AT OVERFLOW ELEV. 409.00 OVERFLOW #1 OVERFLOW #2 SDCB #5 22 LF 8" PVC 33 LF 8" PVC6" PVC PERF UNDERDRAIN 6" PVC PERF UNDERDRAIN 6" WYE RAINGARDEN #2 14 SF MIN AT BOTTOM ELEV. 408.00 RAINGARDEN #1 14 SF MIN AT BOTTOM ELEV. 408.00 QUARRY SPALL OUTFALL PAD 3'x3'x1' THICK 6" PVC ROOF DRAIN QUARRY SPALL OUTFALL PAD 3'x3'x1' THICK 6" PVC ROOF DRAIN 408IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM NAVD 88 FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' Feet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“PRE-APPROVED” AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF “COMPOSTED MATERIALS” IN WAC 173-350-220. THIS CODE IS AVAILABLE ONLINE AT: HTTP://WWW.ECY.WA.GOVFPROGRAMS/SWFA/FACILITIES/350.HTML. COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO-AVAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFORE ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO-AVAILABLE PHOSPHORUS IN EFFLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES: A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT B. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. C. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP, COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING. ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE-CUSTOMIZED MALULER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY SNOHOMISH COUNTY. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (2) ABOVE. 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. MAINTENANCE 1. SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, SHOULD BE PROTECTED FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. 2. SOIL SHOULD BE PLANTED AND MULCHED AFTER INSTALLATION. 3. PLANT DEBRIS OR ITS EQUIVALENT SHOULD BE LEFT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. RAINGARDEN CONSTRUCTION NOTES 1. THE RAINGARDEN SHALL BE OVEREXCAVATED TO ELEVATIONS SHOWN ON GRADING SECTIONS AND FILLED WITH 18" DEPTH OF COMPOST AMENDED SOIL. 2. MINIMUM COMPACTION OF SIDEWALLS AND BASE OF RAINGARDEN IS ESSENTIAL. KEEP ALL MACHINERY OUTSIDE OF CELL AREA UNDER DIRECTION OF GEOTECHNICAL ENGINEER. 3. SUB-GRADES SHALL BE SCARIFIED, CLEARED OF ALL WEEDS, ROCKS, AND DEBRIS, AND ROUGH GRADED. TOPSOIL SHALL BE ROTOTILLED INTO SUB-GRADE TO A MIN DEPTH OF 8". 4. IF COMPACTION OCCURS IN BOTTOM OF FACILITY DURING EXCAVATION, RIP A MINIMUM OF 12" AND TILL 2 TO 3 INCHES OF AND INTO BASE BEFORE BACKFILLING WITH COMPOST AMENDED SOILS. 5. EXCAVATION FOR THE RAINGARDEN WILL NOT BE ALLOWED DURING WET WEATHER OR SATURATED SOIL CONDITIONS. 6. SOIL MIXING SHALL OCCUR OUTSIDE/ADJACENT TO THE CELL AREA AND THEN PLACED IN BOTTOM OF CELL. 7. ON-SITE SOIL MIXING SHALL NOT BE PERFORMED IF SOILS ARE SATURATED. 8. FINAL GRADING TO BE ACCOMPLISHED BY HAND. 9. PLANT BOTTOM AND SIDES OF CELL PER LANDSCAPE PLAN. 10. TO PROTECT THE BIORETENTION CELL FROM SEDIMENT LOADING DURING CONSTRUCTION THE INSTALLATION OF THE BIO-RETENTION SOIL AND PLANTINGS SHALL NOT OCCUR UNTIL THE TRIBUTARY AREA DRAINING TO THE CELL HAS BEEN STABILIZED. DO NOT ROUTE VEHICULAR TRAFFIC THROUGH BIO-RETENTION AREAS AFTER SUBGRADE IS ESTABLISHED. 11. GEOTECHNICAL ENGINEER SHALL VERIFY AND APPROVAL ALL EMBEDMENT INTO NATIVE SOILS FOR INFILTRATION AND BIO-RETENTION SYSTEMS. RAINGARDEN SOIL MIX SPECIFICATIONS SHOULD HAVE A TESTED LONG TERM DESIGN INFILTRATION RATE OF 2"/HR MINIMUM. MINERAL AGGREGATE PERCENT FINES: A RANGE OF 2 TO 4 PERCENT PASSING THE #200 SIEVE IS IDEAL AND FINES SHOULD NOT BE ABOVE 5 PERCENT FOR A PROPER FUNCTIONING SPECIFICATION ACCORDING TO ASTM D422. AGGREGATE GRADATION THE AGGREGATE PORTION OF THE BSM SHOULD BE WELL-GRADED. ACCORDING TO ASTM D 2487-98 (CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES (UNIFIED SOIL CLASSIFICATION SYSTEM)), WELL-GRADED SAND SHOULD HAVE THE FOLLOWING GRADATION COEFFICIENTS: ·COEFFICIENT OF UNIFORMITY (CU = D60/D10) EQUAL TO OR GREATER THAN 4, AND ·COEFFICIENT OF CURVE (CC = (D30)2/D60 X D10) GREATER THAN OR EQUAL TO 1 AND LESS THAN OR EQUAL TO 3. TABLE 7.4.1 PROVIDES A GRADATION GUIDELINE FOR THE AGGREGATE COMPONENT OF A BIORETENTION SOIL MIX SPECIFICATION IN WESTERN WASHINGTON (HINMAN, ROBERTSON, 2007). THE SAND GRADATION BELOW IS OFTEN SUPPLIED AS A WELL- GRADED UTILITY OR SCREENED. WITH COMPOST THIS BLEND PROVIDES ENOUGH FINES FOR ADEQUATE WATER RETENTION, HYDRAULIC CONDUCTIVITY WITHIN RECOMMENDED RANGE (SEE BELOW), POLLUTANT REMOVAL CAPABILITY, AND PLANT GROWTH CHARACTERISTICS FOR MEETING DESIGN GUIDELINES AND OBJECTIVES. TABLE 7.4.1 GENERAL GUIDELINE FOR MINERAL AGGREGATE GRADATION SIEVE SIZE PERCENT PASSING 3/8”100 #4 95-100 #10 75-90 #40 25-40 #100 4-10 #200 2-5 WHERE EXISTING SOILS MEET THE ABOVE AGGREGATE GRADATION, THOSE SOILS MAY BE AMENDED RATHER THAN IMPORTING MINERAL AGGREGATE. COMPOST TO AGGREGATE RATIO, ORGANIC MATTER CONTENT, CATION EXCHANGE CAPACITY ·COMPOST TO AGGREGATE RATIO: 60-65 PERCENT MINERAL AGGREGATE, 35 - 40 PERCENT COMPOST. ·ORGANIC MATTER CONTENT: 5 - 8 PERCENT BY WEIGHT. ·CATION EXCHANGE CAPACITY (CEC) MUST BE > 5 MILLIEQUIVALENTS/100 G DRY SOIL NOTE: SOIL MIXES MEETING THE ABOVE SPECIFICATIONS DO NOT HAVE TO BE TESTED FOR CEC. THEY WILL READILY MEET THE MINIMUM CEC. COMPOST TO ENSURE THAT THE BSM WILL SUPPORT HEALTHY PLANT GROWTH AND ROOT DEVELOPMENT, CONTRIBUTE TO BIOFILTRATION OF POLLUTANTS, AND NOT RESTRICT INFILTRATION WHEN USED IN THE PROPORTIONS CITED HEREIN, THE FOLLOWING COMPOST STANDARDS ARE REQUIRED. ·MEETS THE DEFINITION OF “COMPOSTED MATERIALS” IN WAC 173-350-220 (INCLUDING CONTAMINANT LEVELS AND OTHER STANDARDS), AVAILABLE ONLINE AT HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/ORGANICS/SOIL.HTML ·PRODUCED AT A COMPOSTING FACILITY PERMITTED BY THE WA DEPARTMENT OF ECOLOGY. A CURRENT LIST OF PERMITTED FACILITIES IS AVAILABLE AT HTTP://WWW.ECY.WA.GOV/PROGRAMS/SWFA/COMPOST/ ·THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE AS DEFINED IN WAC 173-350-100 AS “TYPE I FEEDSTOCKS.” A MAXIMUM OF 35 PERCENT BY VOLUME OF OTHER APPROVED ORGANIC WASTE AS DEFINED IN WAC 173-350-100 AS “TYPE III”, INCLUDING POSTCONSUMER FOOD WASTE, BUT NOT INCLUDING BIOSOLIDS, ·MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. TYPE II AND IV FEEDSTOCKS SHALL NOT BE USED FOR THE COMPOST GOING INTO BIORETENTION FACILITIES OR RAIN GARDENS. ·STABLE (LOW OXYGEN USE AND CO2 GENERATION) AND MATURE (CAPABLE OF SUPPORTING PLANT GROWTH) BY TESTS SHOWN BELOW. THIS IS CRITICAL TO PLANT SUCCESS IN A BIORETENTION SOIL MIXES. ·MOISTURE CONTENT RANGE: NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. ·TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL “TESTING METHODS FOR THE EXAMINATION OF COMPOST AND COMPOSTING” (TMECC), AS ESTABLISHED IN THE COMPOSTING COUNCIL'S “SEAL OF TESTING ASSURANCE” (STA) PROGRAM. MOST WASHINGTON COMPOST FACILITIES NOW USE THESE TESTS. ·SCREENED TO THE SIZE GRADATIONS FOR FINE COMPOST UNDER TMECC TEST METHOD 02.02-B (GRADATIONS ARE SHOWN IN THE SPECIFICATION IN AN APPENDIX OF THE LOW IMPACT DEVELOPMENT TECHNICAL GUIDANCE MANUAL FOR PUGET SOUND) ·PH BETWEEN 6.0 AND 8.5 (TMECC 04.11-A). IF THE PH FALLS OUTSIDE OF THE ACCEPTABLE RANGE, IT MAY BE MODIFIED WITH LIME TO INCREASE THE PH OR IRON SULFATE PLUS SULFUR TO LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL PRIOR TO USE IN THE BIORETENTION AREA. ·MANUFACTURED INERT CONTENT LESS THAT 1% BY WEIGHT (TMECC 03.08-A) ·MINIMUM ORGANIC MATTER CONTENT OF 40% (TMECC 05.07-A) ·SOLUBLE SALT CONTENT LESS THAN 4.0 MMHOS/CM (TMECC 04.10-A) ·MATURITY GREATER THAN 80% (TMECC 05.05-A “GERMINATION AND VIGOR”) ·STABILITY OF 7 OR BELOW (TMECC 05.08-B “CARBON DIOXIDE EVOLUTION RATE”) ·CARBON TO NITROGEN RATIO (TMECC 04.01 “TOTAL CARBON” AND 04.02D “TOTAL KJELDAHL NITROGEN”) OF LESS THAN 25:1. THE C:N RATIO MAY BE UP TO 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PUGET SOUND LOWLAND NATIVE SPECIES AND UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH (NOT IN A SOIL MIX). 3, TYP. 1 DIMENSIONS PER PLAN6" 8"Ø YARD DRAIN SET IN VERTICAL 8" PIPE (OVERFLOW) 12" MAX WATER DEPTH 18" AMENDED TOPSOIL PER SOIL SPEC THIS SHEET 6" PERFORATED UNDERDRAIN 8" FROM BOTTOM OF ROCK, CONNECT TO OVERFLOW STRUCTURECONNECT PERFORATED UNDERDRAIN TO OVERFLOW STRUCTURE 14" MINIMUM GRAVEL BACKFILL FOR DRAINS, WSDOT 9-03.12(4) PLANTINGS PER LANDSCAPE ARCHITECT VEGETATIVE EDGE WHEN NOT ADJACENT TO IMPERVIOUS SURFACE SCALE: RAINGARDEN LAYOUT11" = 5'SCALE: RAINGARDEN SECTION2NONE C4.3 2 C4.3 2 NOTE: APPROXIMATELY 3,850 SF OF ROOF RUN-OFF TO DISCHARGE TO RAIN GARDENS C4.3 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020. . . . . RAINGARDEN DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 8 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413806 per tir rain gardens (and raingardens with underdrains) are infeasible to be used as core requirement #9 however the project is still allowed to use them as a landscape feature.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C4.3 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 6/3/2021. . . . . STORM DRAINAGE DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 11 18 DJR SRM AWK DWH - 1" = 20' 6/3/21 BMP T5.13: POST-CONSTRUCTION SOIL QUALITY THIS BMP SHALL BE USED IN THE LANDSCAPED AREAS ON THE SITE AND ANY OTHER DISTURBED AREAS. PURPOSE AND DEFINITION NATURALLY OCCURRING (UNDISTURBED) SOIL AND VEGETATION PROVIDE IMPORTANT STORMWATER FUNCTIONS INCLUDING: WATER INFILTRATION; NUTRIENT, SEDIMENT, AND POLLUTANT ADSORPTION; SEDIMENT AND POLLUTANT BIOFILTRATION; WATER INTERFLOW STORAGE AND TRANSMISSION; AND POLLUTANT DECOMPOSITION. THESE FUNCTIONS ARE LARGELY LOST WHEN DEVELOPMENT STRIPS AWAY NATIVE SOIL AND VEGETATION AND REPLACES IT WITH MINIMA! TOPSOIL AND SOD. NOT ONLY ARE THESE IMPORTANT STORMWATER FUNCTIONS LOST, BUT SUCH LANDSCAPES THEMSELVES BECOME POLLUTION- GENERATING PERVIOUS SURFACES DUE TO INCREASED USE OF PESTICIDES, FERTILIZERS AND OTHER LANDSCAPING AND HOUSEHOLD/INDUSTRIAL CHEMICALS, THE CONCENTRATION OF PET WASTES, AND POLLUTANTS THAT ACCOMPANY ROADSIDE LITTER, ESTABLISHING SOIL QUALITY AND DEPTH REGAINS GREATER STORMWATER FUNCTIONS IN THE POST DEVELOPMENT LANDSCAPE, PROVIDES INCREASED TREATMENT OF POLLUTANTS AND SEDIMENTS THAT RESULT FROM DEVELOPMENT AND HABITATION, AND MINIMIZES THE NEED FOR SOME LANDSCAPING CHEMICALS, THUS REDUCING POLLUTION THROUGH PREVENTION. APPLICATIONS AND LIMITATIONS ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH IS NOT THE SAME AS PRESERVATION OF NATURALLY OCCURRING SOIL AND VEGETATION. HOWEVER, ESTABLISHING A MINIMUM SOIL QUALITY AND DEPTH WILL PROVIDE IMPROVED ON-SITE MANAGEMENT OF STORMWATER FLOW AND WATER QUALITY. SOIL ORGANIC MATTER CAN BE ATTAINED THROUGH NUMEROUS MATERIALS SUCH AS COMPOST, COMPOSTED WOODY MATERIAL, BIOSOLIDS, AND FOREST PRODUCT RESIDUALS. IT IS IMPORTANT THAT THE MATERIALS USED TO MEET THE SOIL QUALITY AND DEPTH BMP BE APPROPRIATE AND BENEFICIAL TO THE PLANT COVER TO BE ESTABLISHED. LIKEWISE, IT IS IMPORTANT THAT IMPORTED TOPSOILS IMPROVE SOIL CONDITIONS AND DO NOT HAVE AN EXCESSIVE PERCENT OF CLAY FINES. DESIGN GUIDELINES SOIL RETENTION THE DUFF LAYER AND NATIVE TOPSOIL SHOULD BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM EXTENT PRACTICABLE. IN ANY AREAS REQUIRING GRADING REMOVE AND STOCKPILE THE DUFF LAYER AND TOPSOIL ON SITE IN A DESIGNATED, CONTROLLED AREA, NOT ADJACENT TO PUBLIC RESOURCES AND CRITICAL AREAS, TO BE REAPPLIED TO OTHER PORTIONS OF THE SITE WHERE FEASIBLE. SOIL QUALITY ALL AREAS SUBJECT TO CLEARING AND GRADING THAT HAVE NOT BEEN COVERED BY IMPERVIOUS SURFACE, INCORPORATED INTO A DRAINAGE FACILITY OR ENGINEERED AS STRUCTURAL FILL OR SLOPE SHALL, AT PROJECT COMPLETION, DEMONSTRATE THE FOLLOWING: 1.A TOPSOIL LAYER WITH A MINIMUM ORGANIC MATTER CONTENT OF TEN PERCENT DRY WEIGHT IN PLANTING BEDS, AND 5% ORGANIC MATTER CONTENT (BASED ON A LOSS-ON-IGNITION TEST) IN TURF AREAS, AND A PH FROM 6.0 TO 8.0 OR MATCHING THE PH OF THE ORIGINAL 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. 2.PLANTING BEDS MUST BE MULCHED WITH 2 INCHES OF ORGANIC MATERIAL 3.QUALITY OF COMPOST AND OTHER MATERIALS USED TO MEET THE ORGANIC CONTENT REQUIREMENTS: A. THE ORGANIC CONTENT FOR “PRE-APPROVED” AMENDMENT RATES CAN BE MET ONLY USING COMPOST THAT MEETS THE DEFINITION OF “COMPOSTED MATERIALS” IN WAC 173-350-220. THIS CODE IS AVAILABLE ONLINE AT: HTTP://WWW.ECY.WA.GOVFPROGRAMS/SWFA/FACILITIES/350.HTML. COMPOST USED IN BIORETENTION AREAS SHOULD BE STABLE, MATURE AND DERIVED FROM YARD DEBRIS, WOOD WASTE, OR OTHER ORGANIC MATERIALS THAT MEET THE INTENT OF THE ORGANIC SOIL AMENDMENT SPECIFICATION. BIOSOLIDS AND MANURE COMPOSTS CAN BE HIGHER IN BIO-AVAILABLE PHOSPHORUS THAN COMPOST DERIVED FROM YARD OR PLANT WASTE AND THEREFORE ARE NOT ALLOWED IN BIORETENTION AREAS DUE TO THE POSSIBILITY OF EXPORTING BIO-AVAILABLE PHOSPHORUS IN EFFLUENT. THE COMPOST MUST ALSO HAVE AN ORGANIC MATTER CONTENT OF 35% TO 65%, AND A CARBON TO NITROGEN RATIO BELOW 25:1. THE CARBON TO NITROGEN RATIO MAY BE AS HIGH AS 35:1 FOR PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND LOWLANDS REGION. B. CALCULATED AMENDMENT RATES MAY BE MET THROUGH USE OF COMPOSTED MATERIALS AS DEFINED ABOVE; OR OTHER ORGANIC MATERIALS AMENDED TO MEET THE CARBON TO NITROGEN RATIO REQUIREMENTS, AND MEETING THE CONTAMINANT STANDARDS OF GRADE A COMPOST. THE RESULTING SOIL SHOULD BE CONDUCIVE TO THE TYPE OF VEGETATION TO BE ESTABLISHED. IMPLEMENTATION OPTIONS: THE SOIL QUALITY DESIGN GUIDELINES LISTED ABOVE CAN BE MET BY USING ONE OF THE METHODS LISTED BELOW. 1. LEAVE UNDISTURBED NATIVE VEGETATION AND SOIL, AND PROTECT FROM COMPACTION DURING CONSTRUCTION. 2. AMEND DISTURBED SOIL ACCORDING TO THE FOLLOWING PROCEDURES: A. SCARIFY SUBSOIL TO A DEPTH OF ONE FOOT B. IN PLANTING BEDS, PLACE THREE INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. C. IN TURF AREAS, PLACE TWO INCHES OF COMPOST AND TILL IN TO AN EIGHT-INCH DEPTH. D. APPLY TWO TO FOUR INCHES OF ARBORIST WOOD CHIP, COARSE BARK MULCH, OR COMPOST MULCH TO PLANTING BEDS AFTER FINAL PLANTING. ALTERNATIVELY, DISTURBED SOIL CAN BE AMENDED ON A SITE-CUSTOMIZED MALULER SO THAT IT MEETS THE SOIL QUALITY CRITERIA SET FORTH ABOVE, AS DETERMINED BY A LICENSED ENGINEER, GEOLOGIST, LANDSCAPE ARCHITECT, OR OTHER PERSON AS APPROVED BY SNOHOMISH COUNTY. 3.STOCKPILE EXISTING TOPSOIL DURING GRADING, AND REPLACE IT PRIOR TO PLANTING. STOCKPILED TOPSOIL MUST BE AMENDED IF NEEDED TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS BY FOLLOWING THE PROCEDURES IN METHOD (2) ABOVE. 4.IMPORT TOPSOIL MIX OF SUFFICIENT ORGANIC CONTENT AND DEPTH TO MEET THE ORGANIC MATTER AND DEPTH REQUIREMENTS. MORE THAN ONE METHOD MAY BE USED ON DIFFERENT PORTIONS OF THE SAME SITE. SOIL THAT ALREADY MEETS THE DEPTH AND ORGANIC MATTER QUALITY STANDARDS, AND IS NOT COMPACTED, DOES NOT NEED TO BE AMENDED. MAINTENANCE 1. SOIL QUALITY AND DEPTH SHOULD BE ESTABLISHED TOWARD THE END OF CONSTRUCTION AND ONCE ESTABLISHED, SHOULD BE PROTECTED FROM COMPACTION, SUCH AS FROM LARGE MACHINERY USE, AND FROM EROSION. 2. SOIL SHOULD BE PLANTED AND MULCHED AFTER INSTALLATION. 3. PLANT DEBRIS OR ITS EQUIVALENT SHOULD BE LEFT ON THE SOIL SURFACE TO REPLENISH ORGANIC MATTER. R-413808 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C4.4 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020. . . . . STORM DRAINAGE DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 9 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413807 RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY.SCALE: 1X A B DIMENSION B1 DIMENSION PLAN VIEW A DIMENSION A1 DIMENSION A 6" TYPICAL WALL THICKNESS SHEET 1 OF 2 DRAWING NO. BPU-IB DATE JPR 10/4/18 REV ECOBioretention/ Biofiltration Ph: 800.579.8819 | oldcastlestormwater.com INFRASTRUCTURE d NA ECO-0156 NEW 10/4/18 US Patents Pending Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. SECTION A-A Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. NOTES: 1.CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2.CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. CONCRETE BASE SECTION. CONCRETE TOP SLAB. SHEET 1 OF 2 DRAWING NO. BPU-IB DATE JPR 10/4/18 REV ECOBioretention/ Biofiltration Ph: 800.579.8819 | oldcastlestormwater.com INFRASTRUCTURE d NR ECO-0156 NEW 10/4/18 US Patents Pending Ø36.00" ACCESS COVER & RISER.SAUDFI1325-0 510 USAXXXXINLET WINDOW IN DIVIDER WALL. THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. BIOFILTRATION CHAMBER. MODEL VAULT SIZE 1 (ID) VAULT FOOTPRINT 1 (OD) TREATMENT FLOW CAPACITY 2 (GPM/CFS) TREATMENT FLOW CAPACITY 3 (GPM/CFS)A DIM B DIM A1 DIM B1 DIM BPU-IB-46 4'6'5'7'25.6 / 0.057 28.8 / 0.064 BPU-IB-48 4'8'5'9'38.4 / 0.086 43.2 / 0.096 BPU-IB-412 4'12'5'13'64.0 / 0.143 72.0 / 0.160 BPU-IB-66 6'6'7'7'38.4 / 0.086 43.2 / 0.096 BPU-IB-68 6'8'7'9'57.6 / 0.128 64.8 / 0.144 BPU-IB-612 6'12'7'13'96.0 / 0.214 108.0 / 0.241 BPU-IB-816 8'16'9'17'179.2 / 0.399 201.6 / 0.449 1 All Dimensions Are Nominal2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area.3 Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area. 6" DRAIN ROCK 18" StormMixf MEDIA 2" MULCH BY OTHERSBYPASS WEIR. DIVIDER WALL. INLET WINDOW. BYPASS WEIR. DRAIN DOWN DEVICE. INLET WINDOW. UNDERDRAIN OUTLET ORIFICE CAP. OUTLET, Ø18.00" MAXIMUM. INLET, Ø18.00" MAXIMUM. UNDERDRAIN OUTLET ORIFICE CAP, FARSIDE. DRAIN DOWN DEVICE. OUTLET, FARSIDE, (AT FLOOR). INLET, NEARSIDE. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. Ø36.00" ACCESS COVER & RISER. INLET CHAMBER. OUTLET CHAMBER. DRAIN DOWN DEVICE, (SLOTTED PVC). BYPASS WEIR. DIVIDER WALL. INLET PIPE, Ø18.00" MAXIMUM. OUTLET PIPE, Ø18.00" MAXIMUM. UNDERDRAIN OUTLET ORIFICE CAP. Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. 60.00" MINIMUM d Oldcastl e Storm w at e r S ol u ti o n s d Oldc a st l e Stormw a t er S o lu t i o n s d Oldc ast l e Stormwat e r S ol u t io n s FIDSAUXXXX USADFI11540010 FIDSAU XXXX USADFI115 4 0010 C4.4 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 6/3/2021. . . . . STORM DRAINAGE DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 12 18 DJR SRM AWK DWH - 1" = 20' 6/3/212 R-413809 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. ISOMETRIC VIEW FILTER MEDIA & DRAIN ROCK NOT SHOWN FOR CLARITY. SCALE: 1X A B DIMENSION B1 DIMENSION PLAN VIEW A DIMENSION A1 DIMENSION A 6" TYPICAL WALL THICKNESS SHEET 1 OF 2 DRAWING NO. BPU-IB DATE JPR 10/4/18 REV ECOBioretention/ Biofiltration Ph: 800.579.8819 | oldcastlestormwater.com INFRASTRUCTURE d NA ECO-0156 NEW 10/4/18 US Patents Pending Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. SECTION A-A Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. NOTES: 1.CONTACT OLDCASTLE STORMWATER FOR ENGINEERING ASSISTANCE AND DETAIL DRAWINGS. 2.CONCRETE COMPONENTS SHALL BE MANUFACTURED IN ACCORDANCE WITH ASTM C890 & C913. CONCRETE BASE SECTION. CONCRETE TOP SLAB. SHEET 1 OF 2 DRAWING NO. BPU-IB DATE JPR 10/4/18 REV ECOBioretention/ Biofiltration Ph: 800.579.8819 | oldcastlestormwater.com INFRASTRUCTURE d NR ECO-0156 NEW 10/4/18 US Patents Pending Ø36.00" ACCESS COVER & RISER.SAUDFI1325-0 510 USAXXXXINLET WINDOW IN DIVIDER WALL. THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE INFRASTRUCTURE, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2018 OLDCASTLE INFRASTRUCTURE, INC. ALL RIGHTS RESERVED. BIOFILTRATION CHAMBER. MODEL VAULT SIZE 1 (ID) VAULT FOOTPRINT 1 (OD) TREATMENT FLOW CAPACITY 2 (GPM/CFS) TREATMENT FLOW CAPACITY 3 (GPM/CFS)A DIM B DIM A1 DIM B1 DIM BPU-IB-46 4'6'5'7'25.6 / 0.057 28.8 / 0.064 BPU-IB-48 4'8'5'9'38.4 / 0.086 43.2 / 0.096 BPU-IB-412 4'12'5'13'64.0 / 0.143 72.0 / 0.160 BPU-IB-66 6'6'7'7'38.4 / 0.086 43.2 / 0.096 BPU-IB-68 6'8'7'9'57.6 / 0.128 64.8 / 0.144 BPU-IB-612 6'12'7'13'96.0 / 0.214 108.0 / 0.241 BPU-IB-816 8'16'9'17'179.2 / 0.399 201.6 / 0.449 1 All Dimensions Are Nominal2 Based on an WA Ecology GULD Approval for Basic, Enhanced & Phosphorus. At 1.60 gpm/sf Media Surface Area.3 Based on an NJCAT Verification & NJ DEP Certification. At 1.80 gpm/sf Media Surface Area. 6" DRAIN ROCK 18" StormMixf MEDIA 2" MULCH BY OTHERSBYPASS WEIR. DIVIDER WALL. INLET WINDOW. BYPASS WEIR. DRAIN DOWN DEVICE. INLET WINDOW. UNDERDRAIN OUTLET ORIFICE CAP. OUTLET, Ø18.00" MAXIMUM. INLET, Ø18.00" MAXIMUM. UNDERDRAIN OUTLET ORIFICE CAP, FARSIDE. DRAIN DOWN DEVICE. OUTLET, FARSIDE, (AT FLOOR). INLET, NEARSIDE. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. Ø36.00" ACCESS COVER & RISER. INLET CHAMBER. OUTLET CHAMBER. DRAIN DOWN DEVICE, (SLOTTED PVC). BYPASS WEIR. DIVIDER WALL. INLET PIPE, Ø18.00" MAXIMUM. OUTLET PIPE, Ø18.00" MAXIMUM. UNDERDRAIN OUTLET ORIFICE CAP. Ø4.00" PVC SLOTTED UNDERDRAIN PIPE. INLET/OUTLET ACCESS COVER & RISER, SIZE, QUANTITY & LOCATION MAY VARY. 60.00" MINIMUM d Oldcastl e Storm w at e r S ol u ti o n s d Oldc a st l e Stormw a t er S o lu t i o n s d Oldc ast l e Stormwat e r S ol u t io n s FIDSAUXXXX USADFI11540010 FIDSAU XXXX USADFI115 4 0010 C4.5 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C4.0 STORM.DWG 7/21/2020. . . . . STORM DRAINAGE DETAILS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 10 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413808 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION UPUPUPWWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWW4004004 1 0 4103 9 2392394 39439639639839840240240240 2404 40440 4 4064064 0 8408BREMERTON AVE. NE NE 4TH ST.ELEVATED RAMP DOWN PAVED DRIVEWAY A A BBCC1.6%1.9%4.9%3.5%4.0%1.5%1.5%1.5%1.0%1.5% SIDEWALK SIDEWALK4.0%4.0%1.5%4.0%1.5%2.6% 6.9%1.5%1.5' DEDICATED R.O.W.400410402402402404406 408OPEN BELOW 390392 394 FINISHED FLOOR 410.33 5.0' WIDE ASPHALT TRANSITION RAMP 410.25 410.33 410.00 410.25 410.33 410.00 400.09 400.91 409.86 409.78 410.26 410.26 411.14 411.25 410.42 410.48 410.08 410.80 410410400396398 410.36 410.43-1.25%-3.46% 400.78 401.59 401.61 402.00 402.00 410.25 410.19405.09 405.15 STEPS BY OTHERSWALL AND RAILING BY OTHERS405.41 SEE SHEET C5.2 FOR FRONTAGE IMPROVEMENTS STEPS BY OTHERS 14.5' DEDICATED R.O.W. SCALE: H: 1"=20' V: 1"=10' SECTION B-B 380 390 400 410 420 380 390 400 410 420 SCALE: H: 1"=20' V: 1"=10' SECTION C-C 380 390 400 410 420 380 390 400 410 420 BREMERTON AVE NE PLANTER SIDEWALK PLANTER PROPOSED BUILDING ELEVATED CONCRETE RAMP PER ARCHITECTURAL PLANS PLANTER SIDEWALK WALKWAY PROPOSED BUILDING BOTTOM = 390.00 FFE = 410.33 APPROXIMATE EXISTING GROUND UNDERGROUND PARKING PER ARCHITECTURAL PLANS APPROXIMATE EXISTING GROUND FINISH GRADE ⅊⅊ ⅊ ⅊ 3:1 MIN. SLOPE BREMERTON AVE NE FINISH GRADE STRUCTURAL FILL PER GEOTECH STRUCTURAL FILL PER GEOTECH 100 YEAR FLOOD ELEVATION 394.81 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM NAVD 88 FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' Feet 0 20 40 CONCRETE WALKS ASPHALT PAVING PAVING LEGEND COMPENSATORY STORAGE (SEE SHEET C6.0) 3" HMA 6" MIN DEPTH CSTC, COMPACTED TO 95% MODIFIED PROCTOR SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR FUTURE 4" CONCRETE 4" MIN DEPTH CSTC, COMPACTED TO 95% MODIFIED PROCTOR SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR SCALE: CONCRETE WALK1NONE SCALE: STANDARD PAVEMENT2NONE C5.0 1 C5.0 2 C5.0 1 C5.0 2 ON-SITE FLOOD VOLUMES EXISTING FLOOD VOLUME 2,485 CYPROPOSED FLOOD VOLUME 2,488 CY C5.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 7/21/2020. . . . . GRADING & PAVING PLAN 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 11 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413809 see comments on sheet c5.2 the pavement section does not meet rmc 4-6-060.f.5. see comments on sheet c5.2 replace detail with city of renton standard plan 102 show grading and indicate with slope arrows how all covered parking areas drain to OWS. see sheet P-2.0 for further comment.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION WWWWWWWWWWWWWWWW W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWW4004004 1 0 4103 9 2392394 39439639639839840240240240 2404 40440 4 40640640 8408BREMERTON AVE. NE NE 4TH ST.ELEVATED RAMP DOWN PAVED DRIVEWAY A A BBCC1.6%1.9%4.9%3.5%4.0%1.5%1.5%1.5%1.0%1.5% SIDEWALK SIDEWALK4.0%4.0%1.5%4.0%1.5%3.1% 6.9%1.5%1.5' DEDICATED R.O.W.400410402402402404406408OPEN BELOW 390392 FINISHED FLOOR 410.33 5.0' WIDE ASPHALT TRANSITION RAMP 410.25 410.33 410.00 410.25 410.33 410.00 400.09 400.91 409.90 409.73 410.26 410.26 411.14 411.25 410.44 410.60 410.09 410.81 400396398 410.37 410.52-1.25%-3.46% 400.78 401.59 401.61 402.00 402.00 410.25 410.19405.09 405.15 STEPS BY OTHERSWALL AND RAILING BY OTHERS405.41 SEE SHEET C5.2 FOR FRONTAGE IMPROVEMENTS STEPS BY OTHERS 14.5' DEDICATED R.O.W. SEE SHEET STRUCTURAL PLANS FOR PARKING GARAGE GRADING. PARKING GARAGE TO DRAIN THOUGH OIL/WATER SEPARATOR. SCALE: H: 1"=20' V: 1"=10' SECTION B-B 380 390 400 410 420 380 390 400 410 420 SCALE: H: 1"=20' V: 1"=10' SECTION C-C 380 390 400 410 420 380 390 400 410 420 BREMERTON AVE NE PLANTER SIDEWALK PLANTER PROPOSED BUILDING ELEVATED CONCRETE RAMP PER ARCHITECTURAL PLANS PLANTER SIDEWALK WALKWAY PROPOSED BUILDING BOTTOM = 390.00 FFE = 410.33 APPROXIMATE EXISTING GROUND UNDERGROUND PARKING PER ARCHITECTURAL PLANS APPROXIMATE EXISTING GROUND FINISH GRADE ⅊⅊ ⅊ ⅊ 3:1 MIN. SLOPE BREMERTON AVE NE FINISH GRADE STRUCTURAL FILL PER GEOTECH STRUCTURAL FILL PER GEOTECH 100 YEAR FLOOD ELEVATION 394.81 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM NAVD 88 FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' Feet 0 20 40 CONCRETE WALKS ASPHALT PAVING PAVING LEGEND COMPENSATORY STORAGE (SEE SHEET C6.0) 3" HMA 6" MIN DEPTH CSTC, COMPACTED TO 95% MODIFIED PROCTOR SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR FUTURE 4" CONCRETE 4" MIN DEPTH CSTC, COMPACTED TO 95% MODIFIED PROCTOR SUBGRADE, COMPACTED TO 95% MODIFIED PROCTOR SCALE: CONCRETE WALK1NONE SCALE: STANDARD PAVEMENT2NONE C5.0 1 C5.0 2 C5.0 1 C5.0 2 ON-SITE FLOOD VOLUMES EXISTING FLOOD VOLUME 2,485 CYPROPOSED FLOOD VOLUME 2,488 CY C5.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 6/3/2021. . . . . GRADING & PAVING PLAN 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 11 14 DJR SRM AWK DWH - 1" = 20' 1/14/21 R-413810 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION SCALE: H: 1"=20' V: 1"=10' SECTION A-A 380 390 400 410 420 380 390 400 410 420 ASPHALT DRIVE PROPOSED BUILDING CONCRETE WALKWAY & PLANTER STREET IMPROVEMENTS BOTTOM = 390.00 ⅊⅊ APPROXIMATE EXISTING GROUND FINISH GRADE CONCRETE CHANNEL FFE = 410.33 EXISTING 24" STORM TO BE REMOVED UNDERGROUND PARKING PER ARCHITECTURAL PLANS STRUCTURAL FILL PER GEOTECH 100 YEAR FLOOD ELEVATION 394.81 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C5.1 P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 7/21/2020. . . . . GRADING SECTIONS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 12 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413810 RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3 SCALE: H: 1"=20' V: 1"=10' SECTION A-A 380 390 400 410 420 380 390 400 410 420 ASPHALT DRIVE PROPOSED BUILDING CONCRETE WALKWAY & PLANTER STREET IMPROVEMENTS BOTTOM = 390.00 ⅊⅊ APPROXIMATE EXISTING GROUND FINISH GRADE CONCRETE CHANNEL FFE = 410.33 EXISTING 24" STORM TO BE REMOVED UNDERGROUND PARKING PER ARCHITECTURAL PLANS STRUCTURAL FILL PER GEOTECH 100 YEAR FLOOD ELEVATION 394.81 DETENTION VAULT IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. C5.1 P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.0 PAVING.DWG 6/3/2021. . . . . GRADING SECTIONS 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 12 14 DJR SRM AWK DWH - 1" = 20' 1/14/21 R-413811 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION SCALE: H: 1"=20' V: 1"=4' GUTTER - PROFILE 392 396 400 404 408 412 416 420 392 396 400 404 408 412 416 420 3.81% -1.00% -4.00% 0.50% PVI=1+24.61 EL=410.131 Len=50.0' SSD=247 K=16.67 PVC=0+99.61EL=410.38PVT=1+49.61EL=409.13PVI=0+00.00EL=410.38PVI=3+75.48EL=400.10PVI=3+88.31EL=400.59BREMERTON AVE. NE130+66.73NE 4TH ST.113+26.41131+00132+00133+00113+00 114 +00 NE 4TH ST.BREMERTON AVE. NEINTERSECTION NE 4TH ST., STA=112+92.86 BREMERTON AVE. NE, STA=130+00.00WWWWWWWWWWWWWWWWWWWWWWWWWW W WW C5.2 2 C5.2 1 410 402 404 406 408 406 402 40 4 41040 8 4003963985' WIDE ASPHALT TRANSITION RAMP BEGIN CURB, GUTTER & SIDEWALK STA 114+29.1, 28.6' LT ANGLE POINT - CURB STA 114+23.0, 28.6' LT ANGLE POINT - CURB STA 113+84.5, 33.0' LT PC - CURVE STA 113+26.5, 33.0' LT PT - CURVE STA 130+66.7, 1.1' RT END CURB STA 132+95.5, 1.0' RT R35' 390 390 39239414.5' DEDICATED R.O.W. ANGLE POINT - WALK STA 113+84.5, 38.5' LT 1.5' DEDICATED R.O.W.MATCH30' WIDE DRIVEWAY ENTRANCE PER STD PLAN 104.4 STA 114+08.3, 30.3' LT 2.00% 1.98% 2.00% 1.98%1.50%2.00%GUTTERPROFILELINEEXISTING R.O.W. TO ℄ 42' EXISTING R.O.W. WIDTH 84' 5' PLANTER ⅊EXISTING ROW 1.5' DEDICATED R.O.W. 5' SIDEWALK PROPOSED 6" CURB WITH GUTTER SAWCUT 1' INTO EXISTING PAVEMENT PAVE PER CITY STANDARDS 1.5% 5' STREET IMPROVEMENTS VARIES ⅊ 14.5' DEDICATED R.O.W. 11' STREET IMPROVEMENTS PROPOSED 6" CURB WITH GUTTER EXISTING ROW EXISTING R.O.W. WIDTH 25' 8' PLANTER 5' SIDEWALK SAWCUT 1' INTO EXISTING PAVEMENT PAVE PER CITY STANDARDS 1.5% EXISTING R.O.W. PAINTED ℄21.5'GUTTERPROFILELINEVARIES 4' WIDE ADA COMPLIANT RAMP 4' 35' RADIUS 29.5' RADIUS 5' SIDEWALK 24.5' RADIUS 410.43 410.35 410.08 410.02 410.43 410.76 410.49 410.82 409.80 409.92410 410 408 1.50%1.50%1.50%3.7 3 % 4 . 3 9%7.36% 0. 9 3% CURB RAMP PER WSDOT STD PLAN F-40.14-03 DETECTABLE WARNING SURFACE PER WSDOT STD PLAN F45.10-02 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE: NE 4TH STREET11" = 5' SCALE: BREMERTON AVE NE21" = 5' Feet 0 10 20 Feet 0 20 40 SCALE: ADA RAMP31" = 10' C5.2 3 C5.2 P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.2 FRONTAGE PLAN.DWG 7/21/2020. . . . . FRONTAGE PLAN 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 13 14 DJR SRM AWK DWH - 1" = 20' 7/21/20TED-40-4138R-413811 add pavement section: provide pavement design per rmc 4-6-060.f.5 for arterials and collectors. include pavement design in geotechnical report. per standard plan 101, typ per standard plan 102, typ label: 1. spot elevations on the curb return, at all points of the ramps and landings. (typ) 2. slopes on all landings and ramps. (typ) 3. dimension curb ramps and landings. label vertical curb widen sidewalk in intersection to 5' smooth out transition and show spot elevations on existing pavement suggest a large scale detail for this area. show stations and elevations (proposed and existing) on profile smooth out transition. connect asphalt ramp to existing sidewalk driveway shall have a concrete approach and driveway wings per cor std plan 104.4. add spot elevations on driveway meeting ada requirements. remove existing lane line and install new lane lines and pavement markings. show striping on plan.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION SCALE: H: 1"=20' V: 1"=4' GUTTER - PROFILE 392 396 400 404 408 412 416 392 396 400 404 408 412 416 3.81% -1.00% -4.00% 0.50% PVI=1+24.61 EL=410.131 Len=50.0' SSD=247 K=16.67 PVC=0+99.61EL=410.38PVT=1+49.61EL=409.13PVI=3+75.48 EL=400.096 Len=20.0' HSD=46 K=2.56 PVC=3+70.48EL=400.30PVT=3+80.48EL=400.29LP STA=3+75.72EL=400.29PVI=0+00.00EL=410.38PVI=3+88.31EL=400.59BREMERTON AVE. NE130+66.73NE 4TH ST.113+26.41PROPOSED CURB FLOWLINE APPROXIMATE EXISTING GROUND 0+00EX=410.38DG=410.380+20EX=410.40DG=410.480+40EX=410.70DG=410.580+60EX=410.69DG=410.680+80EX=411.12DG=410.581+00EX=410.80DG=410.381+20EX=410.69DG=410.051+40EX=409.38DG=409.491+60EX=408.21DG=408.721+80EX=406.09DG=407.922+00EX=401.26DG=407.122+20EX=400.34DG=406.322+40EX=397.46DG=405.522+60EX=394.77DG=404.722+80EX=394.41DG=403.923+00EX=394.29DG=403.123+20EX=394.45DG=402.323+40EX=395.07DG=401.523+60EX=395.70DG=400.723+80EX=399.55DG=400.334+00EX=DG=131+00132+00133+00113+00 114 +00 NE 4TH ST.BREMERTON AVE. NEINTERSECTION NE 4TH ST., STA=112+92.86 BREMERTON AVE. NE, STA=130+00.00WWWWWWWWWWWWWWWWWWWWWWWWW W W W W W WW WWW W WW W W W W W W WWWWWC5.2 2 C5.2 1 410 402 404 406 408 406 402 404 41040 8 400396 3 9 8 5' WIDE ASPHALT TRANSITION TO EXISTING SIDEWALK BEGIN CURB, GUTTER & SIDEWALK STA 114+29.1, 28.6' LT ANGLE POINT - CURB STA 114+23.0, 28.6' LT ANGLE POINT - CURB STA 113+84.5, 33.0' LT PC - CURVE STA 113+26.5, 33.0' LT PT - CURVE STA 130+66.7, 1.1' RT END CURB STA 132+95.5, 1.0' RT R35' 390 39214.5' DEDICATED R.O.W. ANGLE POINT - WALK STA 113+84.5, 38.5' LT 1.5' DEDICATED R.O.W. MATCH 30' WIDE DRIVEWAY ENTRANCE PER STD PLAN 104.4 STA 114+08.3, 30.3' LT 2.00% 1.98% 2.00% 1.98%1.50%2.00%21' WIDE DRIVEWAY PER STD PLAN 104.4 STA 112+84.5, 271.6' LT GUTTERPROFILELINEE;ISTIN R.O.:. TO ℄ Ŧ2' E;ISTIN R.O.:. :IDTH 8Ŧ' 5' PLANTER ⅊EXISTING ROW 1.5' DEDICATED R.O.W. 5' SIDEWALK PROPOSED CURB WITH GUTTER PER STD PLAN 101, TYP SAWCUT 1' INTO EXISTING PAVEMENT1.5% 5' STREET IMPROVEMENTS VARIES SIDEWALK PER STD PLAN 102, TYP 5" MIN COMPACTED DEPTH HMA CLASS 12", PLACE IN 2 LIFTS, 8" MIN COMPACTED DEPTH C.S.T.C., COMPACT TO 95% MAX DENSITY, COMPACTED SUBGRADE, COMPACT TO 95% MAX DENSITY ⅊ 14.5' DEDICATED R.O.W. 11' STREET IMPROVEMENTS PROPOSED CURB WITH GUTTER PER STD PLAN 101, TYP EXISTING ROW E;ISTIN R.O.:. :IDTH 25' 8' PLANTER 5' SIDEWALK SAWCUT 1' INTO EXISTING PAVEMENT 4" MIN COMPACTED DEPTH HMA CLASS 12", PLACE IN 2 LIFTS, 6" MIN COMPACTED DEPTH C.S.T.C., COMPACT TO 95% MAX DENSITY, COMPACTED SUBGRADE, COMPACT TO 90% MAX DENSITY 1.5% E;ISTIN R.O.:. PAINTED ℄21.5'GUTTERPROFILELINEVARIES SIDEWALK PER STD PLAN 102, TYP IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. SCALE: NE 4TH STREET11" = 5' SCALE: BREMERTON AVE NE21" = 5' Feet 0 10 20 Feet02040 C5.3 3 C5.2 P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.2 FRONTAGE PLAN.DWG 6/3/2021. . . . . FRONTAGE PLAN 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 15 18 DJR SRM AWK DWH - 1" = 20' 6/3/21 R-413812 C5.3 1 C5.3 2 C5.3 4 RECEIVED 06/09/2021 striplett BUILDING DIVISION B20003319_v3 WW 35' RADIUS29.5' RADIUS5' SIDEWALK24.5' RADIUS410.02409.95409.96409.89410.65410.76409.39410 1.50%CURB RAMP PER WSDOTSTD PLAN F-40.15-04DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-02409.45410.72410.69410.21410.256'6.3% 7.5% 1.5%1.5%8'CURB RAMP PER WSDOTSTD PLAN F-40.15-04DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-02WWWWW409.25409.40409.08409.14409.16409.20409.70409.81MATCHMATCHCURB RAMP PER WSDOTSTD PLAN F-40.12-03DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-029'4.0%1.5%6'2.3%6.8%5.1%WWWWWWWWW409.80409.88409.83409.75410.47410.52410.58410.50MATCHMATCH10'CURB RAMP PER WSDOTSTD PLAN F-40.12-03DETECTABLE WARNINGSURFACE PER WSDOTSTD PLAN F45.10-027.0%7.0%10'5.4%5.5%1.5%410.57410.42410.51410.98410.89410.71410.64411.18411.251.5%7.8%7'6'7.7%30' WIDE DRIVEWAYPER STD PLAN 104.4MATCH MATCHIN COMPLIANCE WITH CITY OF RENTON STANDARDSSECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M.SCALE:ADA RAMP11" = 10'SCALE:ADA RAMP21" = 10'Feet02040SCALE:ADA RAMP31" = 10'C5.3P:\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C5.2 FRONTAGE PLAN.DWG 6/3/2021 .....ADA RAMP DETAILS6/22/204TH DIMENSION MIXED USE4502 NE 4TH STREETRENTON, WA 9805916 18DJRSRMAWKDWH-1" = 20'6/3/21R-413813SCALE:ADA RAMP41" = 10'B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION 131+00132+00133+00112+00 113+00 INTERSECTION NE 4TH ST., STA=112+92.86 BREMERTON AVE. NE, STA=130+00.00WWWWWWWWWWWWWWWWWWWWWWWWW W W W WWWWW W WW WWWW12'12' DOUBLE 4" WIDE PAINTED YELLOW STRIPES 4" WIDE PAINTED WHITE STRIPE STA 130+50.3, 33.2' LT BEGIN 4" WHITE STRIPE STA 130+50.2, 21.2' LT BEGIN 4" DBL YELLOW STRIPE, END 12" WHITE STOP BAR STA 131+56.0, 33.2' LT END 4" WHITE STRIPE STA 132+90.6, 21.3' LT END DBL 4" YELLOW STRIPES STA 130+50.3, 48.2' LT BEGIN 12" WHITE STOP BAR WHITE PAINTED RIGHT TURN ARROW PER WSDOT, TYP OF 2 STA 131+63.4, 52.4' LT RIGHT TURN ONLY SIGN PER WSDOT, MOUNT PER STD PLAN 129 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. Feet02040 C5.4 . . . . . CHANNELIZATION PLAN 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 17 18 DJR SRM AWK DWH - 1" = 20' 6/3/21R-413814 PAINT STRIPE SPECIFICATIONS 1. CONFORM TO WSDOT STANDARD SPECIFICATION SECTION 8-22, PAVEMENT MARKING. 2. PAINT FOR STRIPING: LATEX, WATERBORNE EMULSION, LEAD AND CHROMATE FREE, READY MIXED, COMPLYING WITH FS TT-P-1952, WITH DRYING TIME OF LESS THAN 3 MINUTES. 3. PAINT FOR ARROWS: CHLORINATED RUBBER-ALKYD TYPE, FS TT-P-115, TYPE III.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION UPUPUP3953954 0 0 39 3394 394396 3 9 6 3 9 7 3 9 8 3 9 9 4 0 1 402404SDSDSDSDSDSDSDSDSDSDSDSD SD SD SD SDSDSDSTORM DETENTION VAULT 20' WIDE X 70' LONG X 6.1' DEEP BREMERTON AVE. NE SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS D S D S D S D S D S D WALL STRUCTURE INLET AAB B 390.00 390.00 390.00390.00 389.26 389.26 CHANNEL ELEV 388.26 CHANNEL ELEV 389.00 390.00 390.00 CONCRETE CHANNEL 390390392 394 402404400396398 4003984054014024034044003963973983993 9 2 393FLOOD PLAIN COMPENSATORY STORAGE AREA 3:13:1 GRADETO DRAINGRADETO DRAINSDSDSDSDOUTFALL EX. 30" PIPE SCALE: H: 1"=10' V: 1"=10' SECTION A-A 380 390 400 380 390 400 0+00 1+00 SCALE: H: 1"=10' V: 1"=10' SECTION B-B 380 390 400 410 380 390 400 410 0+00 1+00 FINISH GRADE APPROXIMATE EXISTING GROUND FINISH GRADE APPROXIMATE EXISTING GROUND 100 YEAR FLOOD ELEVATION 394.81 BOTTOM OF COMPENSATORY STORAGE ELEVATION 390± 100 YEAR FLOOD ELEVATION 394.81 BOTTOM OF COMPENSATORY STORAGE ELEVATION 390± CONCRETE CHANNEL FFE = 410.33 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM NAVD 88 FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' VERTICAL DATUM NAVD 88 Feet 0 10 20 SCALE: FLOOD PLAIN COMPENSATORY STORAGE PLAN11" = 10' LEGEND FLOOD PLAIN COMPENSATORY STORAGE AREA C4.0 1 C4.0 2 ON-SITE FLOOD VOLUMES EXISTING FLOOD VOLUME 2,485 CY PROPOSED FLOOD VOLUME 2,488 CY C6.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C6.0 FLOOD PLAIN COMPENSATORY STORAGE.DWG 7/21/2020. . . . . FLOOD PLAIN COMPENSATORY STORAGE 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 14 14 DJR SRM AWK DWH - 1" = 10' 7/21/20TED-40-4138R-413812 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION 3953954 0 0 39 3394 394396 3 9 6 3 9 7 3 9 8 3 9 9 4 0 1 402404SS SS SS SS SSSDSDSTORM DETENTION VAULT 20' WIDE X 70' LONG X 6.1' DEEP BREMERTON AVE. NE SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDS D S D S D S D S D S D WALL STRUCTURE INLET AAB B 391.37 391.84 390.00389.86 389.26 389.26 CHANNEL ELEV 388.26 CHANNEL ELEV 389.00 390.00 390.04 CONCRETE CHANNEL 390392 402404400396398 4003984054014024034044003963973983993 9 2 393FLOOD PLAIN COMPENSATORY STORAGE AREA 3:13:1 GRADETO DRAINGRADETO DRAINSDSDSDSDOUTFALL EX. 30" PIPE SCALE: H: 1"=10' V: 1"=10' SECTION A-A 380 390 400 380 390 400 0+00 1+00 SCALE: H: 1"=10' V: 1"=10' SECTION B-B 380 390 400 410 380 390 400 410 0+00 1+00 FINISH GRADE APPRO;IMATE E;ISTIN ROUND FINISH GRADE APPRO;IMATE E;ISTIN ROUND 100 YEAR FLOOD ELEVATION 394.81 BOTTOM OF COMPENSATORY STORAGE ELEVATION 390± 100 YEAR FLOOD ELEVATION 394.81 BOTTOM OF COMPENSATORY STORAGE ELEVATION 390± CONCRETE CHANNEL FFE = 410.33 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. VERTICAL DATUM NAVD 88 FOUND 3" BRASS DISK & PUNCH AT SURFACE. CITY OF RENTON MONUMENT NUMBER 1851. ELEV. = 398.55' VERTICAL DATUM NAVD 88 Feet 0 10 20 SCALE: FLOOD PLAIN COMPENSATORY STORAGE PLAN11" = 10' LEGEND FLOOD PLAIN COMPENSATORY STORAGE AREA C4.0 1 C4.0 2 ON-SITE FLOOD VOLUMES EXISTING FLOOD VOLUME 2,485 CYPROPOSED FLOOD VOLUME 2,488 CY C6.0 \\MOE\HARMSEN\WORK\PROJECTS\2018\18-196 CONCEPT ARCH\CE\DWG\SHEETS\C6.0 FLOOD PLAIN COMPENSATORY STORAGE.DWG 6/3/2021. . . . . FLOOD PLAIN COMPENSATORY STORAGE 6/22/204TH DIMENSION MIXED USE 4502 NE 4TH STREET RENTON, WA 98059 18 18 DJR SRM AWK DWH - 1" = 10' 6/3/21 R-413815 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION 14"x2PPP14"P16"x2P14"x3P14"x214"P14"P24"P12"12"x212"x424"P14"PP14"PPTSJBSDSDSDSDSDSDSDSDSDSDSDSDSDSDS DSDSDSD TTRTRT P M TP M EPMEPMSSSSSSSSSSSSSSSSSSSSS4083983963944083983983964084064044104104104084064044024024004004023943943933984003983963944044024 02 3923944004003983964024 02400406408404402SITE PLAN NOTESPROJECT SCOPE: MIXED USE -6,108 SF COMMERCIAL SPACE & 24 APARTMENTS, PARKING STRUCTUREOWNER: LUO YUHANPROPERTY ADDRESS: 4502 NE 4thST,RENTON, WA 98059APN: 102305-9068LEGAL DESCRIPTION:S 290.4 FT OF W 1/2 OF SW 1/4 OF SE 1/4 OF SW 1/4 LESS E 230 FT LESS CO RDZONING: CA / D1.THERE IS AN AVAILABLE PUBLIC WATER SYSTEM.2. THIS IS NOT A LEGAL SURVEY. PROPERTY DESCRIPTION INFORMATION ON THIS SHEET FOR GENERAL USE ONLY.3. PROVIDE POSITIVE DRAINAGE AWAY FROM PERIMETER OF BUILDING, MINIMUM SLOPE 2% FOR 10' MIN. AWAY FROM BLDG.4. SLOPE ALL CONCRETE 1% UNLESS NOTED OTHERWISE.5. CONNECT UTILITY EXTENSIONS TO EXISTING UTILITIES. CONTRACTOR TO VERIFY LOCATIONS OF EXTENSIONS.6. LIMITS OF CONSTRUCTION, STORAGE AREA, & VEGETATION OF CONCERN TO BE COORDINATED W/OWNER OR ARCHITECT7. REFUSE/RECYCLING AREA LOCATED INSIDE UNDERGROUND GARAGE STRUCTURE. SEE FLOOR PLANS.8. FOR REMAINING SITE INFORMATION REFER TO CIVIL DRAWINGSN88^02'58" W93.57N88^02'58" W93.26'N0^03'50" W248.37'N0^08'06" W248.39'BREMERTON AVE. NENE 4TH ST.5' SIDEWALK5' SIDEWALKGARAGE STRUCT.RAMP DOWN6,108 SF COMMERCIALPAVED DRIVEWAY36' - 3"12345678910121311CCCCCC24' - 0"12' - 0"NEW PROPERTY LINENEW LANDSCAPING PER LANDSCAPE ARCH. PLANSEXIST. PROPERTY LINE21' - 1"8101213161514CCCCCRAMPELEV.DN.PROPERTY LINE, TYP.EXIST. LANDSCAPING TO BE REMOVEDEXIST. EDGE OF STREETPROPOSED CURBWALL LINE BELOWRELOCATED UTILITY POLEEXIST. FIRE HYDRANTEXIST. FIRE HYDRANT15' - 0 1/2"66' - 0"5' - 0"8'x8' TRANS.VAULT LIDLS8' - 0"SW5' - 0"LS10' - 0"12' - 0"7/8"SB5' - 2 1/8"15' - 0"SETBACK20' - 0"SITE COVERAGESITE AREA 23,170 SF (0.55 AC)PROPOSED BUILDING FOOTPRINT11,922 SFTOTAL AREA 11,922 SFTOTAL BUILDING COVERAGE11,922/23,170=51.45%IMPERVIOUS AREA: EXISTING IMP. AREA (HOUSE, FLAT WK.)1,760 SFPROPOSED BUILDING FOOTPRINT:11,922 SFPROPOSED DRIVEWAY/RAMP: 3,520 SFPROPOSED FLAT WORK: 3,000 SF TOTAL:18,442 SF 1,760 SFTOTAL IMPERVIOUS AREA (NEW MINUS EXIST.) = 16,682IMPERVIOUS AREA % = 16,682/23,170 = 72%FLOOR AREASAREAS BY FLOOR:UNDERGROUND PARKING AREAS (GROSS) S-2 GARAGE AREA 9,838 SFSTAIR/ELEV. LOBBY/TRASH 865 SFSTORAGE/MECH./MACH. 1,707 SFTOTAL AREA 12,410 SFLEVEL 1 BUILDING AREAS (GROSS)A-2/M - COMMERCIAL AREA 6,108 SFS-2 GARAGE AREA5,141 SFMECH. 80 SFSTAIRS/ELEV. LOBBY 548 SFTOTAL AREA 11,877 SFLEVEL 2 BUILDING AREAS (GROSS)APARTMENTS7,071 SFAPT. BALCONIES 704 SFROOF DECK/WALKWAY 4,036 SFSTAIRS/ELEV. LOBBY 491 SFTOTAL AREA 12,302 SFLEVEL 3 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY 1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFLEVEL 4 BUILDING AREAS (GROSS)APARTMENTS7,060 SFAPT. BALCONIES 704 SFWALKWAY1,628 SFSTAIRS/ELEV. LOBBY 479 SFTOTAL AREA 9,871 SFTOTAL SF (ALL LEVELS) 56,331 SFOCCUPIED AREAS BY USE:S2 GARAGE AREAS 14,979 SFA2/M COMMERCIAL AREA 6,108 SFR-2 APARTMENTS 21,191 SFMECHANICAL/MACH./STORAGE 1,787 SF TOTAL 44,065 SFUNOCCUPIED AREAS BY USE:APT. BALCONIES 2,112 SFWALKWAYS/ROOF DECK 7,292 SFSTAIRS/ELEV. LOBBY/TRASH 2,862 SF TOTAL 12,266 SFGRAND TOTAL: 56,331 SFPARKING REQ.PARKING REQUIREMENTS:RETAIL (75%): 4,371 SF2.5 SPACES/1,000 SF(NET)4,796 SF = 11 PARKING STALLS REQ.RESTAURANT (25%): 1,446 SF10 SPACES/1,000 SF (NET)1,446 SF = 15 PARKING STALLS REQ.APARTMENTS:1 SPACE/APARTMENT24 APARTMENTS = 24 PARKING STALLS REQ.CURRENT DESIGN:STANDARD PARKING SPACES: 24COMPACT PARKING SPACES: 24HANDICAP = 350 PARKING STALLS REQUIRED FOR RETAIL & RESTAURANT AND 24 APARTMENTS. COMPACT SPACES NOT TO EXCEED 50%. 50 PARKING STALLS PROVIDEDDRAWNDATESHEETC 2020 BY CONCEPT ARCHITECTURE, LLCREVISIONSTHESE DRAWINGS ARE COPYRIGHTED AND ARE SUBJECT TO COPY RIGHT PROTECTION AS AN "ARCHITECTURAL WORK" UNDER SECTION 102 OF THE COPYRIGHT ACT 17 U.S.C. AS AMENDED DECEMBER 1990AND KNOWN AS ARCHITECTURAL WORKS COPYRIGHT PROTECTION ACT OF 1990. UNAUTHORIZED USE OR REPRODUCTION OF THESE DRAWINGS, WORK OR FORMS REPRESENTED IS PROHIBITED.CONCEPTARCHITECTURE, LLC2615 W. CASINO RD. -SUITE 1A -EVERETT, WA 982041005 TERMINAL WAY -SUITE 245 -RENO , NV 89502WA -425-377-8786 NV -775-247-7889CONCEPTARCHITECTURE.COM6/1/2020 9:10:47 AMAuthorA1.04502 NE 4TH ST., RENTON, WA 980594th DIMENSION MIXED USEPERMIT SETNORTHVICINITY MAPNORTH1" = 20'-0"1SITE PLAN - PROPOSEDTED-40-4138R-413813existing utilities shallbe installedundergroundpursuant to RMC4-6-090. existingtransmission linesmay remain overhead.for all other utilitiesshow location ofjoint trench andorigination ofundergroundlocation.undergroundingshall occur fromexisting pole to nextpole in each directionindicated by blue line.B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION TED-40-4138R-413814 B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION UP UP UP A B C D E F G H I 1 2 3 4 5 189.34 SF ELEV./STAIR104A 52.46 SF MECH. 1110A 75.87 SF ELEV. MACH. RM. 109A J 141.33 SF RES. STAIR 2107A 173.38 SF MECHANICAL 111A 197.59 SF ELECTRICAL 114A 755.06 SF BICYCLE/STORAGE 113A MECH. 2112A SPRINKLER ROOM 108A RES. STAIR 1106A ELEC. CL. 114B -11' - 0" -11' - 5"-11' - 5" FOUNDATION PLUMBING PLAN P2.04TH DIMENSION MIXED USE4502 NE 4TH ST.RENTON, WA 98059PERMIT SET 6-4-2020TED-40-4138R-413815WTRP-27-4138W-413803 provide a similar plan showing how the covered parking on lvl 1 is routed to the OWS. include with standard detail pages a cut sheet for the basis of design model note plumbing plans are reviewed for the sole purpose of verifying covered parking is colledted and routed through an Oil Water Separator prior to discharging to the municpal sewer system.B20003319_v3RECEIVED 06/09/2021 striplett BUILDING DIVISION 70'-0"20'-0"70'-0"20'-0" 8"5'-0"8"10'-0"10'-0"10'-0"1'-4"1'-4"BDETENTION TOP SLAB PLANADETENTION BOTTOM SLAB PLANTOSL389.00'(-22'-4")TOSL, TYP389.50'(-21'-10")TOSL389.0(-22'-4")TOSL, TYP389.50'(-21'-10")5% MIN 5% MIN 4'-0"X4'-0" SUMP8" CONCRETE WALLTYP12" MIN CONCRETESLAB ON GRADE6'-0"5'x10' ACCESS GRATE24" DIA MANHOLE ACCESS(2 PLCS)12" CONCRETE SLABTOSL=397.60' (-13'-9")14S5.7S5.27TYPNOTE:1. CONTRACTOR TO CONFIRM TOP OF CONCRETEELEVATIONS WITH CIVIL DRAWINGS.2.ELEVATION 411.33'=0'-0".SPAN 2'-4" 2'-0"1DETENTION VAULT PLANS1/8"=1'-0"15S5.719S5.720S5.720S5.720S5.720S5.75 T 125 B 12 5 T 185 B 18EDGE OF BLDGBEYONDB3 B3PROP LINE15S5.715S5.715S5.75 T 12 7 B 95 T 185 B 1812"Ø OUTLETIE=390.00'5'-0"2'-0"2'-0"2'-0"2'-0"2'-0"(3) 6" TALL OVERFLOW OPENINGSW/ BOTTOM OF OPENING AT 396.10',REINF PER 8/S5.2TOSLVARIES1'-0" MIN 3" CLRSTD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLAN8"#5 @ 18" OCVERT IF#5 CONT OVERHOOK BENDS6"#5 @ 18" OCHORIZ2" CLR MIN 2" CLRTYP#5 @ 18" OCVERTWATERSTOP, TYP5'-0" MIN20VAULT WALL FOUNDATION1/2"=1'-0"TOSLSEE PLAN2" CLR STD HOOKCONC TOP SLABFOR REINF, SEE PLANCONC WALL,FOR REINFSEE 20/S5.71'-0"2" CLRTYPWATERSTOP, TYP15VAULT WALL FOUNDATION1/2"=1'-0"TOSLVARIES3/4" CHAMFER8"CONC WALL6"STD HOOKCONC SLAB, SLOPEDFOR REINF, SEE PLANSUMP6'-0" MIN1'-0" 2" CLR3" CLR #5 @ 18" OCVERT IF#5 @ 12" OC,EW, T&B#5 @ 18" OCHORIZ IF19VAULT FOUNDATION SUMP PIT1/2"=1'-0"HOOKCONC WALL,FOR REINFSEE 20/S5.7CONC TOP SLABFOR REINF, SEE PLAN5'-0"8"TO GRATESEE CIVIL3/4" CHAMFERTYPACCESS GRATE,GHB STEEL BAR GRATING (19W4) W/4"x3/8" BEARING BARS GALV, TYP(SEE PLAN FOR SPAN DIRECTION)#5 @ 12" OCVERT#4 @ 12" OCHORIZ#5 @ 12" OCVERT#4 @ 12" OCHORIZ2" CLR (2) #4 CONTTOP BARSL4x3x3/8 LLV CONTGALV W/ 1/2" DIAx4"WHS @ 12" OC, TYP14VAULT FOUNDATION SUMP PIT1/2"=1'-0"8"CONC BEAM,SEE PLANTOSL386.00'(-25'-4")1" CLR 1'-0" MIN TOSLVARIESDRAWN DATE SHEET REVISIONS 4502 NE 4TH ST., RENTON, WA 98059 4th DIMENSION MIXED USE PERMIT SET 4502 NE 4TH ST., RENTON, WA 98059 03/27/20 www.coffman.comph 360.707.56561997 Park LaneBurlington, WA 982335/22/2020RLR/BLF S5.7 LEGEND BxBEAM, SEE 7/S5.6TED-40-4138 R-413816add note:structural details for reference only. building permit required.Manhole access orventilation pipeB20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION BREMERTON AVE. NENE 4TH ST.RAMP DOWNRAMPUPUP UP OFF-SITE TREE TO REMAIN13 EXISTING TREES TO BE REMOVEDFP SD SD SDSDSDSD WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WW WWW123456789101311CCCCCC8101213161514CCCCCCFDC LOCATED ONOUTSIDE OF BUILDING6" FIRE SERVICE. CAP &MARK 5' FROM BUILDINGDOMESTIC WATER SERVICE.CAP & MARK 5' FROM BUILDINGEXISTING WATER LINEEXISTING SEWER LINEEXISTING FIREHYDRANTEXISTING FIRE HYDRANTRELOCATEUTILITY POLEMATCHEXISTINGREMOVEEXISTING CURBPROPOSEDSTORM DRAINAGEPROPOSED STORMDRAINAGE BYPASS401.03 407.92 408.72 410.47 410.53 410.52 410.50 407.45 405.78 FF=409.21 GF=388.24 410 402 404 406 408390400392394396398 406.00 403.84401.75400.39 SHEET NO: DATE:JULY 13, 2018L-1APPLICANT:ODG PROJECT #: 18-214DRAWN BY: KLCHECKED BY: KLREVISIONS:DRAWING INFORMATIONORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.19054TH DIMENSION MIXED USE DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206# DESCRIPTION DATEOF 5 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANDRAWING TITLE:TREE RETENTION/LANDCLEARING PLANNVICINITY MAP SCALE: 1"=200'N NE 4TH STSITE BREMERTON AVE NE UNION AVE NE HOQUIAM AVE NE NE 5TH STNE 6TH STDUVALL AVE NE NE 7TH PLNE 2ND CTNE 7TH PLNE 5TH STNE 6TH ST12345678910111213EXISTING TREE INVENTORYEXISTING TREE ACCESSMENT13 existing Black Cottonwoods are located within the proposed expansion ofBremerton Avenue NE and are to be removed.4502 NE 4TH STREET, RENTON, WA 98059 1 SITE PLAN CHANGES 9/5/182 SITE PLAN CHANGES 3/4/20TED-40-4138 R-413817B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION BREMERTON AVE. NENE 4TH ST.RAMP DOWNRAMPUPUP UP SD SD SDSDSDSD WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WW WWW123456789101311CCCCCC8101213161514CCCCCCFDC LOCATED ONOUTSIDE OF BUILDING6" FIRE SERVICE. CAP &MARK 5' FROM BUILDINGDOMESTIC WATER SERVICE.CAP & MARK 5' FROM BUILDINGEXISTING WATER LINEEXISTING SEWER LINEEXISTING FIREHYDRANTPROPOSEDSTORM DRAINAGEPROPOSED STORMDRAINAGE BYPASSLANDSCAPE PLANTING SCHEDULEEVERGREEN TREESSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONDECIDUOUS TREESSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONSHRUBSSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONGROUNDCOVER / PERENNIALSYMBOLBOTANICAL / COMMON NAMEQTYSIZECONDITIONSHEET NO: DATE:JULY 13, 2018L-2APPLICANT:ODG PROJECT #: 18-214DRAWN BY: KLCHECKED BY: KLREVISIONS:DRAWING INFORMATIONORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.19054TH DIMENSION MIXED USE DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206# DESCRIPTION DATEOF 5 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANDRAWING TITLE:LANDSCAPE PLANN 4502 NE 4TH STREET, RENTON, WA 98059 1 SITE PLAN CHANGES 9/5/182 SITE PLAN CHANGES 3/4/20TED-40-4138 R-413818B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION SHEET NO: DATE:JULY 13, 2018L-3APPLICANT:ODG PROJECT #: 18-214DRAWN BY: KLCHECKED BY: KLREVISIONS:DRAWING INFORMATIONORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.19054TH DIMENSION MIXED USE DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206# DESCRIPTION DATEOF 5 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANDRAWING TITLE:LANDSCAPE PLANTREE PLANTING / STAKING13TREE GUYING23GROUNDCOVER PLANTING33SHRUB PLANTING43GENERAL NOTESThe General Contractor is to provide subgrades 4" below hard surfaces plus/minus .1foot.All rough grading shall be positive, draining away from all structures.All stones larger than 1.5" diameter shall be removed from the growing medium.All new landscape areas shall incorporate soil amendments as follows: the uppermosttwelve (12) inches of soil shall be tilled and two (2) inches of compostedmaterial shall be fully incorporated into the tilled soil; or to specifications as otherwiseprovided in the Stormwater Management Manual of Western Washington,Department of Ecology, dated August 2012, or as subsequently amended. Compactionof landscaping areas from vehicles and heavy equipment shall beavoided after tilling.All bed areas to receive 2" of fine ground fir or hemlock bark, composition mulches arenot an acceptable alternative.Trees and shrubs are to be planted at a depth 3/4" higher than the level that they weregrown in the nursery.Bark mulch is not to be placed above the root crown.All plants shall at least conform to the minimum standard established by the Americanassociation of nurserymen.Lawn areas are to be hydroseeded per manufacturer's specifications, or approvedequal. Remove all stones larger than 1" from lawn areas.Substitutions are strongly discouraged. If plant availability is a problem, contact theLandscape Architect for sources or acceptable alternatives.If the site work is different than shown on the Landscape Plan, or poor soils and debrisare discovered, requiring changes to the Landscape Plan, contact the LandscapeArchitect for instruction.The Landscape Contractor is responsible for maintaining the landscape duringinstallation, until final acceptance by the owner's representative.The Landscape Contractor shall warranty all materials and workmanship for a period ofone year, from the time of final acceptance.During the warranty period, the Landscape Contractor will not be responsible for plantdeath caused by unusual climatic conditions, vandalism, theft, fire, or poormaintenance practices.Plant counts provided are estimates only. contractor is responsible for calculating allfinal area and counts. Plan takes precedent over plant schedule.All proposed landscape beds and containers shall received permanent irrigation bymeans of sprinklers and drip irrigation.IRRIGATION4502 NE 4TH STREET, RENTON, WA 98059 1 SITE PLAN CHANGES 9/5/182 SITE PLAN CHANGES 3/4/20TED-40-4138 R-413819B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION BREMERTON AVE. NENE 4TH ST.RAMP DOWNRAMPUPUP UP SD SD SDSDSDSD WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W WW WWW123456789101311CCCCCC8101213161514CCCCCCFDC LOCATED ONOUTSIDE OF BUILDING6" FIRE SERVICE. CAP &MARK 5' FROM BUILDINGDOMESTIC WATER SERVICE.CAP & MARK 5' FROM BUILDINGEXISTING WATER LINEEXISTING SEWER LINEPROPOSEDSTORM DRAINAGEPROPOSED STORMDRAINAGE BYPASSPIPE SIZESGPMPIPE SIZEIRRIGATION SCHEDULESYMBOLTYPEDESCRIPTIONMANUFACTURERNOTESHEET NO: DATE:JULY 13, 2018L-4APPLICANT:ODG PROJECT #: 18-214DRAWN BY: KLCHECKED BY: KLREVISIONS:DRAWING INFORMATIONORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.19054TH DIMENSION MIXED USE DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206# DESCRIPTION DATEOF 5 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANDRAWING TITLE:IRRIGATION PLANN ALL CITY RENTON STANDARDS SHALL BE FOLLOWED.PLAN IS DIAGRAMMATIC AND CONCEPTUAL IN NATURE. STANDARD TRADE PRACTICES SHALL BE EMPLOYED TO INSUREECONOMY OF TRENCHING AND SLEEVING. EXACT LOCATION OF LINES AND HEADS MAY BE ALTERED BY CONTRACTORTO PROVIDE BEST WATER COVERAGE. MANUFACTURER'S RECOMMENDED HEAD SPACING SHALL BE EXCEEDED ONLYWITH PERMISSION OF LANDSCAPE ARCHITECT.ALL IRRIGATION SLEEVING TO BE THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR. ELECTRICAL WIRES FORIRRIGATION VALVES AND IRRIGATION LINES ARE TO BE PLACED IN SEPARATE SLEEVES.IRRIGATION TRENCH DEPTHS, 18" FOR MAINLINE, 12" FOR LATERAL LINES. TRENCHES SHALL BE FREE OF ALL DEBRIS THATCAN RESULT IN DAMAGE TO THE PIPING.SET VALVE BOXES SQUARE TO ADJACENT BUILDINGS, WALKS OR PARKING.OWNER TO PROVIDE DEDUCT/EXEMPT METER AS REQUIRED BY WATER PURVEYOR.SWING JOINTS TO BE EITHER TRIPLE SWING JOINTS OR TORO FUNNY PIPE.LEAVE A MINIMUM OF 3' OF ADDITIONAL CONTROL WIRE LOOPED AT EACH VALVE BOX. ATTACH CONTROL WIRES TOTHE ADJACENT PIPING WITH ELECTRICAL TAPE, AT LEAST EVERY 20'. RUN 3 SPARE WIRES ALONG ENTIRE LENGTH OFMAINLINE, LOOP THROUGH EACH VALVE BOX TO FARTHEST VALVE BOX EACH DIRECTION.IRRIGATION NOTES4502 NE 4TH STREET, RENTON, WA 98059 1 SITE PLAN CHANGES 9/5/182 SITE PLAN CHANGES 3/4/20TED-40-4138 R-413820B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION SHEET NO: DATE:JULY 13, 2018L-5APPLICANT:ODG PROJECT #: 18-214DRAWN BY: KLCHECKED BY: KLREVISIONS:DRAWING INFORMATIONORIGIN1031 185TH AVE NESNOHOMISH, WA 98290TEL: 425.346.19054TH DIMENSION MIXED USE DESIGN GROUPSTATE OFWASHINGTONLICENSEDLANDSCAPE ARCHITECTKRYSTAL LOWELICENCE NO. 1206# DESCRIPTION DATEOF 5 SE 1/4 OF THE SW 1/4 SECTION 10, TOWNSHIP 23 NORTH, RANGE 5 EAST OFTHE WILLAMETTE MERIDIANDRAWING TITLE:IRRIGATION PLANDRIP ZONE KITXFS SUB-SURFACE DRIPLINE END FEED LAYOUTXFS SUB-SURFACE DRIPLINE BURIALXFS SUB-SURFACE DRIPLINE CENTER FEED LAYOUT45655535REMOTE CONTROL VALVEPOP UP SPRAY HEAD15254502 NE 4TH STREET, RENTON, WA 98059 1 SITE PLAN CHANGES 9/5/182 SITE PLAN CHANGES 3/4/20TED-40-4138 R-413821B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION T-413801TRO-41-4138lighting plans shall include a luminaire scheduleidentifying, at a minimum, each of the following: pole number, location (such as station and offset), fixturemounting height, mast arm length (if applicable), luminairemodel number, circuit number, pole model number, mast armmodel number (if applicable), latitude/longitude (note thisis a reserved column to be completed at time of as-build),voltage, pole ID (note this is a reserved column to becompleted at time of as-build).delete note, seecomment on this sheetfor luminaireschedule. pole and luminaireshall be per COR std.plan 117.1 and 117.2as needed along NE4th street to meetphotometricrequirements. poleand luminaire shall beper COR std plan116.1 and 116.2along Bremerton AveNE.Transportation Maintenace17. Install City ofRenton servicecabinet per citystandard detail 122.1Pole numbers issuedby City18. Contact EricCutshall at (425)430-7243 orecutshall@rentonwa.gov for pole numbersInstall type-1 J-boxInstall Type-1 j-box.Lid shall say "LT"Install type-1 Jox. Lidshall say "LT"This is not a legalconnection as theexistinggrandfatheredservice cabinet is onschedule 53E. Ifcontractor want toconnect to thisservice they mustupgrade existingun-metered servicecabinet to a meteredservice cabinet.B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION T-413802TRO-41-4138delete detail.add std plans 117.1, 117.2,and 122.1 as needed.delete detailadd std plans 116.1, 116.2and 135.B20003319_v3 RECEIVED06/09/2021 striplettBUILDING DIVISION B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION RECEIVED06/09/2021 striplettBUILDING DIVISIONB20003319_v3 T-413803TRO-41-4138provide photometricstudy for thatportion of NE 4thSt. that fronts theproject. minimumlight levels shallcomply with RMC4-6-060.I.3 forprincipal arterialstreets. provide a separatetable for NE 4thshowing theaverages, min, maxand uniformity.provide photometricstudy for thesidewalk. minimum FCshall be 0.3 with auniformity ratio of6:1. provide aseparate table forthe sidewalk onlyshowing average, min,max and uniformity.B20003319_v3RECEIVED06/09/2021 striplettBUILDING DIVISION RECEIVED06/09/2021 striplettBUILDING DIVISIONB20003319_v3