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HomeMy WebLinkAboutApproved_Civil Construction Plan_Brar Short Plat10+0011+0012+0013+0013+29S 132ND ST 5475S.F.34767S.F.27126S.F.15563S.F.420'11.5' ROWDEDICATION 8350S.F.TRACT AN0° 22' 34"W86.59'N0° 22' 34"W58.33'N0° 22' 34"W80.98'N0° 22' 34"W59.81'N87° 32' 38"W 105.31'S1° 07' 15"W29.69'S1° 07' 15"W257.36'S87° 35' 11"E28.01'S87° 35' 11"E84.76'N89° 22' 47"W82.48' S89° 22' 31"E 80.96' S89° 22' 15"E 35.78'S89° 22' 15"E28.00'S1° 07' 15"W83.92'N1° 07' 15"E58.33'N1° 07' 15"E36.19'L=39.06'R=25'Δ=89°30'30"S89° 22' 15"E18.45'S89° 22' 15"E17.85'N0° 37' 45"E20.00'L =39.48' R = 2 5' Δ=9 0 ° 2 9 '30"S1° 07' 15"W9.79'R=5'S87° 35' 11"E113.07'S1° 07' 15"W11.50'S0° 22' 34"E11.51'7.5' LANDSCAPEBUFFEREXISTING RESIDENCETO REMAIN28' SHAREDACCESS TRACTFIREHYDRANTFIREHYDRANT10' LANDSCAPEBUFFERCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDST A C O M A2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S BRAR SHORT PLATAHBL JOB #2200320.1025Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____C0.11Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-COVR.dwg COVER SHEETC0.1GRAPHIC SCALE020401" = 20 FEET10NNAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVEDFROM INFORMATION PROVIDED BY CITY OF RENTON SURVEYCONTROL DATABASE.POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASSDISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET& 84TH AVENUE S.ELEVATION: 387.35 FEET2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELDOBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECTVERTICAL DATUMWASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE,DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE -ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OFTHE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OFRENTON SURVEY CONTROL DATABASE.BASIS OF BEARINGLAKHPAL BRAR8054 SOUTH 132ND STREETRENTON, WA 98178OWNERCIVIL ENGINEERSURVEYORAHBL2215 NORTH 30TH STREET, SUITE 300TACOMA, WA 98403PH. (253) 383-2422FAX (253) 383-2572CONTACT: SCOTT KAUL, PEBBA SURVEYING12014 SE 157TH PLACERENTON, WA 98058PH. (206) 406-1257FAX (425) 977-0303CONTACT: MARK BORYS, PLSGEOTECHNICALSOUTH SOUND GEOTECHNICAL CONSULTINGP.O. BOX 39500LAKEWOOD, WA 98496PH: (253) 973-0515CONTACT: TIMOTHY ROBERTS, PEIF WORKERS ENTER ANY TRENCH OROTHER EXCAVATION FOUR OR MOREFEET IN DEPTH THAT DOES NOT MEETTHE OPEN PIT REQUIREMENTS OFWSDOT SECTION 2-09.3(3)B, IT SHALLBE SHORED AND CRIBBED. THECONTRACTOR ALONE SHALL BERESPONSIBLE FOR WORKER SAFETYAND AHBL ASSUMES NORESPONSIBILITY. ALL TRENCH SAFETYSYSTEMS SHALL MEET THEREQUIREMENTS OF THE WASHINGTONINDUSTRIAL SAFETY AND HEALTH ACT,CHAPTER 49.17 RCW.THE LOCATIONS OF EXISTING UNDERGROUNDUTILITIES ARE APPROXIMATE ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNEROR ITS REPRESENTATIVE. THE CONTRACTOR SHALLDETERMINE THE EXACT LOCATION OF ALL EXISTINGUTILITIES BEFORE COMMENCING WORK ANDAGREES TO BE FULLY RESPONSIBLE FOR ANY ANDALL DAMAGES THAT HAPPEN DUE TO THECONTRACTOR'S FAILURE TO LOCATE EXACTLY ANDPRESERVE ANY AND ALL UNDERGROUND UTILITIES.AHBL ASSUMES NO LIABILITY FOR THE LOCATIONOF UNDERGROUND UTILITIES.FILL MATERIAL SHALL NOT CONTAIN PETROLEUMPRODUCTS, OR SUBSTANCES WHICH AREHAZARDOUS, DANGEROUS, TOXIC, OR WHICHOTHERWISE VIOLATE ANY STATE, FEDERAL, ORLOCAL LAW, ORDINANCE, CODE, REGULATION,RULE, ORDER, OR STANDARD.UTILITY NOTEFILL SPECIFICATIONTRENCH NOTE8054 S 132ND STRENTON WA, 98178SITE ADDRESS2144800460PARCEL #ARCHITECTKAUL DESIGN ARCHITECTURE, PLLC1733 FERNDALE AVE SERENTON, WA 98058PH. (206) 200-0015CONTACT: BRADLEY KAUL, AIACONDITIONS OF APPROVALEXISTING LEGENDSITEVICINITY MAPNTSSHEET INDEXSheet NumberSheet TitleC0.1COVER SHEETC0.2EXISTING CONDITIONS PLANC0.3SHORT PLAT MAPC1.1TESC AND DEMOLITION PLANC1.2TESC NOTES AND DETAILSC1.3TESC NOTES AND DETAILSC1.4TESC NOTES AND DETAILSC2.1SHARED ACCESS ROAD PLAN & PROFILEC2.2SHARED ACCESS WATER & SEWER PLAN & PROFILEC2.3SHORT PLAT GRADING AND DRAINAGE PLANC2.4UPSTREAM BASIN BYPASS PROFILEC2.5PRIVATE STORM DETAILSC2.6PRIVATE STORM DETAILSC2.7PRIVATE STORM DETAILSC3.1S 132ND ST PLAN AND PROFILEC3.2S 132ND ST SEWER PLAN AND PROFILEC3.3PUBLIC ROAD DETAILSC3.4PUBLIC ROAD DETAILSC3.5PUBLIC ROAD DETAILSC4.1SEWER NOTES AND DETAILSC4.2SEWER NOTES AND DETAILSC4.3SEWER NOTES AND DETAILSC4.4WATER NOTES AND DETAILSC4.5WATER NOTES AND DETAILSC4.6WATER NOTES AND DETAILSIL1 (1 of 2)ILLUMINATION PLANIL2 (2 of 2)ILLUMINATION DETAILSL0 (1 of 3)TREE RETENTION PLANL1 (2 of 3)LANDSCAPE PLANL2 (3 of 3)LANDSCAPE PLAN DETAILS1.THE APPLICANT SHALL OBTAIN A DEMOLITION PERMIT AND COMPLETE A FINAL INSPECTION FROM THE CITY FOR THE REMOVAL OF THE GARAGELOCATED ON PROPOSED TRACT A PRIOR TO RECORDING THE FINAL SHORT PLAT.2.THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE IMPERVIOUS SURFACE AND BUILDING COVERAGE REQUIREMENTS FOR FUTURE LOT 1 ATTHE TIME OF CIVIL CONSTRUCTION PERMIT APPLICATION SUBMITTAL.3.THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPE PLAN WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES A NEW STREET TREE SPECIESFROM THE CITY’S APPROVED TREE LIST. THE PLAN SHALL ALSO CLEARLY IDENTIFY THE 10-FOOT ONSITE LANDSCAPING ON FUTURE LOT 1, WHICH SHALLNOT BE DISPLACED BY ANY STORMWATER INFRASTRUCTURE AND SHALL BE INSTALLED PRIOR TO RECORDING OF THE FINAL SHORT PLAT. THE PLANSHALL ALSO INCLUDE A 6-INCH VERTICAL CURB BETWEEN THE PLANTER STRIP AND THE PAVEMENT IN THE SHARED DRIVEWAY TRACT IN ORDER TOPROTECT THE FUTURE PLANTINGS. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECTMANAGER PRIOR TO PERMIT ISSUANCE.4.THE APPLICANT SHALL INCORPORATE TWO (2) TREES INTO THE FRONT YARDS OF LOTS 2, 3, AND 4. THE TREES SHALL BE SHOWN ON THE LANDSCAPEPLANS SUBMITTED AT THE TIME OF INDIVIDUAL BUILDING PERMIT APPLICATION AND SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNINGPROJECT MANAGER PRIOR TO PERMIT ISSUANCE.5.THE APPLICANT SHALL SUBMIT A TREE RETENTION PLAN AND WORKSHEET WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT ACCURATELYDOCUMENTS ALL EXISTING TREES ON THE SITE AND ALL TREES PROPOSED FOR REMOVAL. THE TREE RETENTION PLAN AND WORKSHEET SHALLDEMONSTRATE COMPLIANCE WITH THE TREE RETENTION STANDARDS FOR THE R-8 ZONE AND SHALL BE REVIEWED AND APPROVED BY THE CURRENTPLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE.6.AN ARBORIST SHALL BE PRESENT ON SITE DURING CONSTRUCTION OF THE SHARED DRIVEWAY IMPROVEMENTS. THE ONSITE ARBORIST SHALL ENSURETHAT THE CONSTRUCTION TECHNIQUES USED ARE APPROPRIATE TO PRESERVE AND PROTECT THE ON-SITE TREES AND OFF-SITE VEGETATION NEARSHARED DRIVEWAY TRACT. FOLLOWING COMPLETION OFCONSTRUCTION THE ON-SITE ARBORIST SHALL PROVIDE THE CURRENT PLANNING PROJECT MANAGER A REPORT CONFIRMING THAT ALL TREES WEREPROTECTED SUCCESSFULLY DURING CONSTRUCTION.7.THE APPLICANT SHALL INSTALL THE TWO (2) ADDITIONAL TREES ON PROPOSED LOT 1 IDENTIFIED ON THE LANDSCAPE PLAN (EXHIBIT 3) PRIOR TORECORDING OF THE FINAL SHORT PLAT.8.THE APPLICANT SHALL REDUCE THE WIDTH OF THE EXISTING DRIVEWAY ON LOT 1 TO A MAXIMUM OF SIXTEEN (16’) FEET AT THE PROPERTY LINE ANDPROVIDE A MINIMUM FIVE-FOOT SETBACK FROM THE NORTH PROPERTY LINE. THE APPLICANT SHALL DEMONSTRATE COMPLIANCE WITH THE DRIVEWAYSTANDARDS FOR LOT 1 PRIOR TO RECORDING OF THE FINAL SHORT PLAT.9.THE APPLICANT SHALL SUBMIT A DRAFT VERSION OF A SHARED MAINTENANCE AGREEMENT FOR THE SHARED DRIVEWAY TRACT WITH THE CIVILCONSTRUCTION PERMIT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SHORT PLATRECORDING.10.LOT 1 SHALL BE REQUIRED TO TAKE ACCESS FROM THE SHARED DRIVEWAY TRACT. THIS RESTRICTION SHALL BE RECORDED ON THE FACE OF THESHORT PLAT.TED-40-4213 R-421301SURFACE WATER UTILITYjfarah 09/29/2022REGIONAL FIRE AUTHORITYccappelletti 10/03/2022APPROVEDWATER UTILITYagafour 10/03/2022DEVELOPMENT ENGINEERINGYQI 10/05/2022 S 132ND STCITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ C0.2 2Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-EXST-COND.dwgEXISTING CONDITIONS PLAN C0.2 GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NSURVEYOR BBA SURVEYING 12014 SE 157TH PLACE RENTON, WA 98058 PH. (206) 406-1257 FAX (425) 977-0303 CONTACT: MARK BORYS, PLS NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF RENTON SURVEY CONTROL DATABASE. POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASS DISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET & 84TH AVENUE S. ELEVATION: 387.35 FEET 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT VERTICAL DATUM WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE, DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE - ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE 4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OF RENTON SURVEY CONTROL DATABASE. BASIS OF BEARING 8054 S 132ND ST RENTON WA, 98178 SITE ADDRESS 2144800460 PARCEL # LEGAL DESCRIPTION LOT 1, BLOCK 18, EARLINGTON ACRE TRACTS AND TOGETHER WITH THAT PORTION OF LOT 7 OF BLOCK 19, EARLINGTON ACRE TRACTS, AS PER PLAT RECORDED IN VOLUME 15 OF PLATS, PAGE 84, IN King COUNTY, WASHINGTON, LYING WESTERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 7; THENCE SOUTH 87°30’06” EAST 8.15 FEET ALONG THE SOUTH LINE OF SAID LOT 7 TO THE TRUE POINT OF BEGINNING OF SAID LINE; THENCE NORTH 00°22’46” EAST TO THE WEST LINE OF SAID LOT 7 AND THE END OF THIS DESCRIBED LINE, BY KING COUNTY SUPERIOR COURT CAUSE NO. 07-2-33638-9, AND RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER 20071212000820 SITUATE IN THE CITY OF SEATTLE, COUNTY OF KING, STATE OF WASHINGTON. *SEE SURVEY NOTE 1 SURVEY NOTE 1 DURING THE COURSE OF THIS SURVEY IT WAS DISCOVERED THAT AN APPARENT ERROR EXISTS IN THAT PORTION OF THE LEGAL DESCRIPTION THAT WAS EXTRACTED FROM KING COUNTY SUPERIOR COURT CAUSE NO. 07-02-33638-9, RECORDED DECEMBER 12, 2007 UNDER RECORDING NUMBER 20071212000820, RECORDS OF KING COUNTY, WASHINGTON. THE BEARING OF "NORTH 00°22'46" EAST" APPEARS TO BE ERRONEOUS AS IT DOES NOT PRODUCE THE APPROXIMATE AREA OF 1,210 S.F., AS WAS CALLED OUT IN SAID COURT CAUSE, AND DID NOT MATCH LINES OF OCCUPATION. THEREFORE, THE DEED DISTANCE OF 8.15 FEET HAS BEEN HELD ALONG THE SOUTH LINE OF LOT 7, THENCE RUNNING NORTHERLY, UTILIZING A HINGED AREA METHOD TO CALCULATE WHERE THE LINE INTERSECTS WITH THE WEST LINE OF LOT 7 WHILE PRODUCING THE AREA OF 1,210 S.F. THE RESULTANT LINE CLOSELY FOLLOWS AN OLD, EXISTING HOG WIRE FENCE AND MATCHES GEOMETRY FROM REFERENCE NOS. 3 & 4. SEPTIC NOTES ONSITE SEPTIC SYSTEM SHALL BE ABANDONED IN ACCORDANCE WITH KING COUNTY HEALTH DEPARTMENT STANDARDS. KING COUNTY BOARD OF HEALTH 13.04.054 ABANDONMENT. A.PERSONS PERMANENTLY REMOVING A SEPTIC TANK, SEEPAGE PIT, CESSPOOL OR OTHER OSS WASTEWATER TANKS FROM SERVICE SHALL WITHIN THIRTY DAYS: 1.HAVE THE SEPTAGE REMOVED BY AN APPROVED PUMPER; AND 2.REMOVE OR DESTROY THE LID; AND 3.FILL THE VOID WITH COMPACTED SOIL OR GRAVEL; AND 4.REPORT THE ABANDONMENT TO THE HEALTH OFFICER ON A FORM OBTAINED FROM THE HEALTH OFFICER AND ACCOMPANIED BY THE FEE SPECIFIED IN THE FEE SCHEDULE. B.CONTAMINATED ROCK, SAND AND GRAVEL MATERIAL FROM REPAIRS TO FAILING OSS SHALL BE PROPERLY DISPOSED OF BY EITHER BURYING AT AN APPROPRIATE LOCATION APPROVED BY THE HEALTH OFFICER OR TRANSPORTED TO AN APPROVED SANITARY LANDFILL. THE PROCESS OF DISPOSAL SHALL BE SUPERVISED BY A LICENSED MASTER INSTALLER. (R&R NO. 08-03 § 3, 2008: R&R NO. 99-01 § 2 (PART), 3-19-99).TED-40-4213R-421302 09/20/2022 10+00 11+00 12+00 13+00 13+29S 132ND ST5475 S.F. 3 4767 S.F. 2 7126 S.F. 1 5563 S.F. 4 20' REAR YARD SETBACK (TYP.) 5' SIDE YARD SETBACK 20' FRONT YARD SETBACK (TYP.) 20' 16' 28.8'15'SETBACK11.5' ROWDEDICATION6.5'8350 S.F. TRACT A N0° 22' 34"W 86.59' N0° 22' 34"W 58.33' N0° 22' 34"W 80.98' N0° 22' 34"W 59.81'N87° 32' 38"W105.31'S1° 07' 15"W 29.69'S1° 07' 15"W 257.36'S87° 35' 11"E28.01'S87° 35' 11"E84.76'N89° 22' 47"W82.48'S89° 22' 31"E80.96'S89° 22' 15"E35.78'S89° 22' 15"E 28.00' S1° 07' 15"W 83.92'N1° 07' 15"E 58.33'N1° 07' 15"E 36.19' L=39.0 6 'R=25' Δ = 8 9 °30 '30"S89° 22' 15"E 18.45' S89° 22' 15"E 17.85' N0° 37' 45"E 20.00' L =3 9 .4 8 'R=25'Δ=90°2 9 '3 0 " S1° 07' 15"W 9.79' N1° 07' 15"E 8.42'S87° 35' 11"E113.07'S1° 07' 15"W 11.50' S0° 22' 34"E 11.51' 7.5' LANDSCAPE BUFFER EXISTING RESIDENCE TO REMAIN 20' REAR YARD SETBACK (TYP.) 15' PUBLIC WATER EASEMENT 28' SHARED ACCESS TRACT 15' SEWER EASEMENT FIRE HYDRANT FIRE HYDRANT 22.7' PRIVATE STORMWATER EASEMENT0+001+002+00N1° 07' 13"E 328.54'S87° 35' 11"E200.00'ACCESS TRACT STA: 10+00 = S 132ND ST STA: 0+50.72 N 180238.24 E 1294915.44 N 179909.75 E 1294909.02 30' HALF STREET ROW FUTURE DRIVEWAY TO BE BUILT WITH HOMES. REFER TO SEPARATE BUILDING PERMIT (TYP.) 5' SIDE YARD SETBACK 5' SIDE YARD SETBACK 16' 15' PRIVATE STORMWATER EASEMENT 16' MAX. 5' MIN. 10' LANDSCAPE BUFFER 10' PRIVATE STORMWATER EASEMENT 16' 15' PRIVATE STORMWATER EASEMENT CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ C0.3 3Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-PLAT-MAP.dwgSHORT PLAT MAP C0.3 GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NSITE STATISTICS SITE AREA:31,281 SF (0.72 AC) (LESS ROW DEDICATION) PROPOSED IMPERVIOUS:13,470 SF (0.31 AC)* EXISTING IMPERVIOUS: 2,460 SF (0.06 AC) - LOT 1 MAXIMUM IMPERVIOUS SURFACE AREA R-8 ZONE (RMC 4-2-110A): 65% OF TOTAL LOT AREA PROPOSED LOT COVERAGE IS 51% < 65% LOT COVERAGE IS DEFINED AS THE HORIZONTAL AREA MEASURED WITHIN THE OUTSIDE OF THE EXTERIOR WALLS OF ALL PRINCIPAL AND ACCESSORY BUILDINGS ON A LOT INCLUDING ALL COVERED DECKS AND PORCHES SETBACKS: FRONT YARD: 20' SIDE YARD: 5' REAR YARD: 20' * ASSUMES 2,400 SF OF BUILDING, DRIVEWAYS, DECKS, AND OTHER LOT IMPERVIOUS SURFACES FOR LOTS 2, 3, AND 4.TED-40-4213R-421303 THE NEW PRIVATE EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND UTILITIES OVER AND ACROSS TRACT 'A' AND THE PRIVATE STORMWATER EASEMENT ALONG THE FRONTAGE OF LOT 1 IS TO BE CREATED UPON THE RECORDING OF THIS SHORT PLAT. THE OWNERS OF LOTS 1,2,3, AND 4 SHALL HAVE AN EQUAL AND UNDIVIDED INTEREST IN THE OWNERSHIP AND RESPONSIBILITY FOR MAINTENANCE OF THE PRIVATE ACCESS AND STORMWATER EASEMENT APPURTENANCES. THESE APPURTENANCES AND MAINTENANCE RESPONSIBILITIES INCLUDE THE REPAIR AND MAINTENANCE OF THE PRIVATE ACCESS ROAD, DRAINAGE PIPES, AND STORM WATER QUALITY AND DETENTION FACILITIES WITHIN THIS EASEMENT, PRIVATE SIDE SEWERS, PRIVATE SIGNAGE, AND OTHER INFRASTRUCTURE NOT OWNED BY THE CITY OF RENTON OR OTHER UTILITY PROVIDERS. THE OWNERS OF LOT 1,2,3, AND 4 ARE HEREBY RESPONSIBLE FOR THE MAINTENANCE OF THEIR RESPECTIVE PRIVATE UTILITY FACILITIES AND SHALL SHARE EQUALLY IN THE MAINTENANCE RESPONSIBILITIES OF THE PRIVATE FACILITIES USED IN COMMON. PARKING ON THE PAVING IN THE ACCESS EASEMENT IS PROHIBITED, UNLESS PAVEMENT WIDTH IS GREATER THAN 20 FEET. THE EASEMENT HEREIN SHALL RUN WITH THE LAND AND SHALL FOREVER BE BINDING UPON ALL PARTIES, THEIR HEIRS, SUCCESSORS AND ASSIGN. PRIVATE ACCESS AND UTILITIES EASEMENT AND MAINTENANCE AGREEMENT TO BE PLACED ON THE FINAL SHORT PLAT: 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 S 132ND STPAD ELEV: 269.50PAD ELEV: 256.50PAD ELEV: 249.50 12" CULVERT FL: 268.00 FL: 244.00 FL: 243.00 FL: 242.00 2502602 7 0248252254256258262264266268 272274250260270248252 254256258 2622642662 6 8 272274246242240FL: 247.00 FL: 244.00 FL: 269.00 FL: 270.00 2H:1V MAX 2H:1V MAX 2H:1V MAX 2H:1V MAX SLOPE PER GEOTECHNICAL RECOMMENDATIONS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ C1.1 4Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC AND DEMOLITION PLAN C1.1 GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NTESC AND DEMO LEGEND INLET PROTECTION CLEARING LIMITS SILT FENCE INTERCEPTOR DITCH RIP-RAP PROTECTION 4"x6" SPALLS GRAVEL CHECK DAM CONSTRUCTION ENTRANCE REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE REMOVE EXISTING FENCE EXISTING GRADE CONTOUR OVERFLOW SPILLWAY SF CL IP CE ELEV CD CLCE CD ID ID IP IP RRRR TEMPORARY SEDIMENT TRAP BERM ELEV: 243.00 WATER SURFACE ELEV: 242.00 MIN. AREA AT WS: 286 SQ FT BOTTOM POND ELEV: 238.00 DEMOLISH EXISTING DECK AND STEPS ALONG WITH EXISTING CONCRETE PATH 6' WIDE OVERFLOW SPILLWAY CONSTRUCTION SEQUENCE 1.HOLD THE PRE-CONSTRUCTION MEETING. 2.POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3.SECURE THE PROJECT SITE WITH SECURITY FENCING. 4.FLAG OR FENCE CLEARING LIMITS AS REQUIRED. MAINTAIN EXISTING SILT FENCING. 5.INSTALL INLET SEDIMENT PROTECTION ALONG FRONTAGE. 6.GRADE AND INSTALL CONSTRUCTION ENTRANCE. MAINTAIN EXISTING ENTRANCE. 7.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF RENTON STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 8.CONSTRUCT TEMPORARY SEDIMENT TRAP. 9.RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT, AS SITE CONDITIONS CHANGE, THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH CITY OF RENTON EROSION AND SEDIMENT CONTROL STANDARDS. 10.COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING, OR EQUIVALENT. 11.STABILIZE ALL AREAS WITHIN SEVEN DAYS OF REACHING FINAL GRADE. 12.SEED, SOD, STABILIZE, OR COVER ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 13.UPON COMPLETION OF THE PROJECT, STABILIZE ALL DISTURBED AREAS AND REMOVE BMPS, IF APPROPRIATE, AND UPON APPROVAL OF THE OWNER OR ENGINEER. HYDROSEED OR MULCH ALL DISTURBED SURFACES REMOVE TREES (TYP.) REMOVE & REPLACE EXISTING GAS, TELECOM AND WATER SERVICE LINES AS REQUIRED TO PROVIDE IMPROVEMENTS. COORDINATE DISRUPTIONS WITH PROPERTY OWNER PROTECT EXISTING POWER PROTECT TREES TO REMAIN ARBORIST TO BE PRESENT DURING WATER MAIN EXCAVATION # C1.3 2 C1.3 # C1.3 3 C1.2 1 C1.3 THE ABOVE QUANTITIES ARE ESTIMATES ONLY INTENDED FOR THE PERMITTING PROCESS. DO NOT USE FOR BID PURPOSES. THE QUANTITIES DO NOT ACCOUNT FOR STRIPPINGS, COMPACTION, OR CUT/FILL ADJUSTMENT FACTORS, NOR DO THEY ACCOUNT FOR PAVEMENT SECTIONS. EARTHWORK: CUT: 1,200 CY FILL: 350 CY NET: 850 CY (CUT) 1 C1.2 REFER TO SHEET C3.1 FOR FRONTAGE TESC AND DEMOLITION SF SFTED-40-4213R-421304 REMOVE PAVEMENT REFER TO SHEET C3.1 FOR ROW SAWCUT AND PAVEMENT REMOVAL LIMITS TREE PROTECTION MEASURES A.CONSTRUCTION STORAGE PROHIBITED: THE APPLICANT MAY NOT FILL, EXCAVATE, STACK OR STORE ANY EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. B.FENCED PROTECTION AREA REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, THE APPLICANT SHALL ERECT AND MAINTAIN SIX-FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING THE TREE EQUAL TO ONE AND ONE-QUARTER FEET (1.25') FOR EVERY ONE INCH (1") OF TRUNK CALIPER, WHICHEVER IS GREATER, OR ALONG THE PERIMETER OF A TREE PROTECTION TRACT. PLACARDS SHALL BE PLACED ON FENCING EVERY FIFTY FEET (50') INDICATING THE WORDS, “NO TRESPASSING – PROTECTED TREES,” OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, THE APPLICANT SHALL PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. C.PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE RETAINED IS TO BE RAISED, THE APPLICANT SHALL CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND THE TREE. THE DIAMETER OF THIS WALL OR WELL MUST BE EQUAL TO THE TREE’S DRIP LINE. D.IMPERVIOUS SURFACES PROHIBITED WITHIN THE DRIP LINE: THE APPLICANT MAY NOT INSTALL IMPERVIOUS SURFACE MATERIAL WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. E.RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE LEVEL AROUND ANY TREE TO BE RETAINED MAY NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: (I) THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR (II) AN AREA AROUND THE TREE EQUAL TO ONE AND ONE-HALF FEET (1-1/2') IN DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS MAY BE REQUIRED. F.MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS MAY BE APPROVED IF THE MULCH WILL ADVERSELY AFFECT PROTECTED GROUND COVER PLANTS. G.MONITORING REQUIRED DURING CONSTRUCTION: THE APPLICANT SHALL RETAIN A CERTIFIED ARBORIST OR LICENSED LANDSCAPE ARCHITECT TO ENSURE TREES ARE PROTECTED FROM DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND WATER AS APPROPRIATE FOR ANY TREES AND GROUND COVER THAT ARE TO BE RETAINED. TREE PROTECTION NOTES 1.6-FOOT HIGH TEMPORARY CHAIN LINK FENCE SHALL BE PLACED AT THE DRIPLINE OF THE TREE TO BE SAVED. FENCE SHALL COMPLETELY ENCIRCLE THE TREE(S). INSTALL FENCE POSTS USING PIER BLOCKS ONLY. AVOID DRIVING POSTS OR STAKES INTO MAJOR ROOTS. 2.FOR ROOTS OVER 1-INCH IN DIAMETER THAT ARE DAMAGED DURING CONSTRUCTION, MAKE A CLEAN, STRAIGHT CUT TO REMOVE THE DAMAGED PORTION. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND SHALL BE COVERED WITH SOIL AS SOON AS POSSIBLE. 3.WORK WITHIN PROTECTION FENCE SHALL BE DONE MANUALLY. NO STOCKPILING OF MATERIALS, VEHICULAR TRAFFIC, OR STORAGE OF EQUIPMENT OR MACHINERY SHALL BE ALLOWED WITHIN THE LIMIT OF THE FENCING. UNDERGROUND POWER. COORDINATE WITH SEATTLE CITY LIGHT RELOCATE VAULT. COORDINATE WITH SEATTLE CITY LIGHT REMOVE UTILITY POLE. COORDINATE WITH SEATTLE CITY LIGHT 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ C1.2 5Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC NOTES AND DETAILS C1.2 1 NOT TO SCALE SEDIMENT TRAP 2 NOT TO SCALE PLASTIC COVERING 3 NOT TO SCALE SILT FENCETED-40-4213R-421305 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ C1.3 6Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTESC NOTES AND DETAILS C1.3 1 NOT TO SCALE CHECK DAMS 2 NOT TO SCALE CONSTRUCTION ENTRANCETED-40-4213R-421306 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____ 1 NOT TO SCALE INLET PROTECTION 2 NOT TO SCALE INTERCEPTOR SWALE C1.4TESC NOTES AND DETAILS C1.4 7Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-TESC.dwgTED-40-4213R-421307 3 NOT TO SCALE TREE PROTECTION 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 10+00 11+00 12+00 13+00 13+29 25026027024224424624825225425625826226426626827227427 6 2 78 250260246248252254256258262270266268272240240242A C2.1 S 132ND ST32 TRACT A 1 4 N1° 07' 13"E 328.54'0+001+00S87° 35' 11"E200.00'SHARED ACCESS DRIVEWAY REFER TO SHEET C2.3 FOR STORM IMPROVEMENTS TW: 267.00 BW: 268.53 BW: 273.77 BW: 270.59 BW: 265.00 TW: 272.18 TW: 275.21 TW: 271.39 REDUCE EXISTING DRIVEWAY TO 16' WIDE AT PROPERTY LINE 2H:1V MAX 2H:1V MAX 2H:1V MAX EXISTING ROW LINE PROPOSED ROW LINE SEE SHEET C2.1 FOR GRADING ENLARGEMENT REMOVE POLE, UNDERGROUND POWER. COORDINATE WITH SEATTLE CITY LIGHT 240 245 250 255 260 265 270 275 280 240 245 250 255 260 265 270 275 280 10+00FG FG 240.4210+50FG 241.78FG 243.0411+00FG 244.80FG 247.4411+50FG 250.44FG 253.4312+00FG 256.43FG 259.4412+50FG 262.44FG 265.4413+00FG 268.47FG 274.77EXISTING GRADE ELEV. AT ACCESS CENTERLINE PROPOSED GRADE ELEV. AT ACCESS CENTERLINE EXISTING GRADE AT ACCESS CENTERLINE PROPOSED GRADE AT ACCESS CENTERLINE ROWCENTERLINE30' ROW EXISTING ROWPROPOSED ROWDEDICATION11.5' ROW DEDICATION PROPERTYLINETRACT A LOT 4 PROPERTYLINEGRADE BREAK STA: 10+16.00ELEV: 240.488GRADE BREAK STA: 13+14.53 ELEV: 270.585 GRADE BREAK STA: 13+28.54 ELEV: 276.192 5.0% 12.0%40.0%END OF ACCESS ROAD STA: 12+99.43 BACK OF DRIVEWAY STA: 10+39.51 PVI: 244.17 PVI STA: 10+97.80 K: 7.15 50' VC BVCS: 10+72.80BVCE: 242.92EVCS: 11+22.80EVCE: 247.171.00%8.00%FG: 240.47 FG: 240.40 FG: 241.11 FG: 241.04 FG: 241.24 FG: 241.16 1.00% 1.00%1.50%8.0' 8.0' FL: 240.46 FL: 240.39 7.3' EG: 241.63 EG: 241.11 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-ACCESS.dwgGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 ACCESS ROAD PROFILE SCALE: H:1"=20', V:1"=4'NCL ALIGNMENT PER PLAN EXST. PROPERTY LINE4" HOT MIX ASPHALT (HMA), CLASS 1/2", PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO A MINIMUM OF 92% OF THE RICE DENSITY. 8" GRAVEL BASE PER WSDOT STANDARD SPECIFICATION 9-03.10, COMPACTED TO A MINIMUM OF 95% OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY. (ASTM D 1557) 2" CRUSHED GRAVEL TOP COURSE PER WSDOT STANDARD SPECIFICATION 9-03.9(3), COMPACTED TO A MINIMUM OF 95% OF ITS MODIFIED PROCTOR MAXIMUM DRY DENSITY. (ASTM D 1557) COMPACT SUBGRADE TO 95% AASHTO T-99 PROCTOR DENSITY ROAD 2%2% 7.5'10.0' DRIVING LANE 10.0' DRIVING LANE 2:1 MAX. 2:1 MAX. A NOT TO SCALE SHARED ACCESS ROAD LANDSCAPE BUFFER ACCESS TRACT /PROPERTY LINE2'-3' ROCKERY OR MSE WALL CONTRACTOR TO DESIGN FRENCH DRAIN TO INTERCEPT SHEET FLOW FROM UPSTREAM PROPERTY C2.1 8SHARED ACCESS ROAD PLAN & PROFILE C2.1 REFER TO SHEET C3.1 FOR S 132ND ST IMPROVEMENTS 20.0' 0.5' TRAFFIC CURBTED-40-4213R-421308 3 C2.5 1 C3.3 ADA GRADING ENLARGEMENT SCALE: H:1"=5' DEPRESSED CURB N 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 2502602702422442462482522542562582622642662682722742 7 6 2 7 8 250260246248252254256258262270268 272240240242S 132ND ST10+00 11+00 12+00 13+00 13+75 SSMH#1 STA: 10+15.45 SSCO #1 11+06.07 CONNECT EXISTING LOT TO NEW SERVICE RIM: 244.39 IE: 237.47 6" (W) SSCO #2 11+49.50 RIM: 249.63 IE: 244.63 6" (W) SSCO #3 12+08.57 RIM: 256.62 IE: 251.62 6" (W) PROPOSED HYDRANT 15' WATER EASEMENT 3.3' SEWER EASEMENT SSMH#3 STA: 13+41.61 PROPOSED WATER METER (TYP.) PAD: 249.50 PAD: 256.91 PAD: 269.50 FF: 244.9 ± 243LF 8" DI WATER MAIN 0+001+001+326 LF 6" @ 37.99% SSMH#2 STA: 11+12.97 11 LF 6" @ 17.14% 10 LF 6" @ 14.38%11 LF 6" @ 24.95% 7 LF 8" @ 5.41% SSCO #4 13+26.57 RIM: 269.45 IE: 264.45 6" (W) 59 LF 8" @ 12.32%59 LF 8" @ 12.32%95 LF 8" @ 12.32% 7.7' MIN. SEPARATION VERIFY ELEVATION OF EXISTING SEWER SERVICE PRIOR TO INSTALLING SEWER MAIN 1" DOMESTIC METER (TYP.) TO BE INSTALLED BY CITY FORCES. WATER METER PERMIT REQUIRED. 10+00 11+00 12+00 13+00 13+29 STA:12+83.68, 6.95' LT INSTALL 6" POLY PIGGING STATION PER COR STD PLAN 300.7 WITH 8'' VERTICAL CROSS (MJXFL), PLUG(MJ) AND CONC BLOCKING ON NORTH END OF CROSS STA:12+75.65, 6.95' LT 1-8"X6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1- FIRE HYDRANT ASSEMBLY 1-CONC THRUST BLOCK STA:10+13.55, 7.01' LT CUT IN: (BY CITY FORCES) 1-8"x8" TEE (FLxFL) 3-8" GATE VALVE (FLxMJ) 2-8" SLEEVES (MJxMJ) 2-8" DI SPOOLS 1-CONC. THRUST BLOCK SEE CITY OF RENTON STD PLAN NO. 300.1 CONTRACTOR SHALL COORDINATE CUT-IN OF VALVES AND FINAL CONNECTION WITH THE CITY OF RENTON SEE CITY STD PLAN NO. 300.4 FOR CONNECTION DETAILS PROPOSED HYDRANT REMOVE EXISTING HYDRANT AND INSTALL NEW HYDRANT IN PLANTER EARE 78 LF 8" @ 0.50% 30 LF 8" @ 0.50% SEWER STUB FOR FUTURE EXTENSION INSTALL SSCO PER STD PLAN 403.2 91 LF 8" @ 5.41% EXISTING ROW LINE PROPOSED ROW LINE STA:10+69.49, 0.00' 15 LF 8" @ 12.32% 6LF 8" DI WATER MAIN CONCRETE BLOCKING EX. SSMH RIM: 239.58 NEW IE: 229.48 8" (W) IE: 229.38 8" (E) 225 230 235 240 245 250 255 260 EXISTING GRADE ELEV. AT SEWER PIPE CENTERLINE PROPOSED GRADE ELEV. AT SEWER PIPE CENTERLINE SSMH#1, 48" SSMH STA: 9+93, 17.50' RT RIM: 240.20 IE IN: 229.97 (8"N) IE IN: 229.97 (8"W) IE OUT: 229.87 (8"E) 4.5' 12' PROPOSED GRADE AT SEWER PIPE CENTERLINE EXISTING GRADE AT SEWER PIPE CENTERLINE PROPOSED STORM DETENTION SYSTEM AT SEWER MAINROW CENTERLINEROWROW DEDICATIONLOT 1 SIDE SEWER LOT 2 SIDE SEWER LOT 3 SIDE SEWER STA: 10+90.09, 17.50' RT RIM: 244.70 SSMH#2, 48" SSMH IE IN: 235.35 (8"N) IE OUT: 235.25 (8"S) MINIMUM 3' OF COVER 8" W A T E R M AI N 8" WATE R M A I N WATER METER CONNECTIONS EXISTING WATER MAIN CROSSING, APPROXIMATE LOCATION PROPOSED STORM CROSSING @ WATER MAIN 98 LF 8" P V C @ 5.41% 229 L F 8 " P V C @ 12. 3 2 % PROPOSED GRADE AT ROAD CENTERLINE FG10+50FG 240.72FG 242.8611+00FG FG11+50FG 247.70FG 250.3712+00FG 252.54FG 256.7312+50 240 245 250 255 260 265 270 275 WATER METER CONNECTION 12+50FG 258.91FG 263.1813+00FG 267.10FG 269.1813+50FG 273.75LOT 4 SIDE SEWER N: 180228.08 E: 1294932.75 RIM: 271.71 SSMH#3, 48" SSMH IE OUT: 263.52 (8"S) 1-8"X6" TEE (MJxFL) 1-6" GATE VALVE (FLxMJ) 1- FIRE HYDRANT ASSEMBLY 1-CONC THRUST BLOCK 6" POLY PIGGING STATION PER COR STD PLAN 300.7 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-ACCESS-UTIL.dwgONSITE SEWER PROFILE SCALE: H:1"=20', V:1"=4' GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 NWATER NOTES 1. A DOMESTIC METER WITH A MINIMUM 1" WATER SERVICE LINE IS REQUIRED TO SERVE EACH RESIDENCE. 2. A DCVA IS REQUIRED BEHIND DOMESTIC METERS IF THE BUILDING ARE 3-STORY. 3. MAINTAIN 18" VERTICAL SEPERATION AT ALL WATER UTILITY CROSSINGS. 4. UTILITIES PARALLEL TO WATER SHALL MAINTAIN A MINIMUM 10' HORIZONTAL SEPARATION. NON-WATER UTILITES PARALLEL TO EACH OTHER SHALL MAINTAIN A MINIMUM 2' HORIZONTAL SEPARATION. 5. REFER TO SHEET C4.4 FOR WATER GENERAL NOTES 6. CONTRACTOR SHALL USE ETHAFOAM BETWEEN PIPES WITH LESS THAN 18'' OF VERTICAL CLEARANCE. C2.2 9 SHARED ACCESS WATER & SEWER PLAN & PROFILE C2.2 CONTRACTOR TO VERIFY ELEVATION PRIOR TO CONSTRUCTION, COORDINATE FINAL CONNECTION WITH THE CITY OF RENTON THE PIPE DEFLECTION SHALL NOT EXCEED 1/2 OF MANUFACTURER'S MAXIMUM ALLOWED JOINT DEFLECTION, VERTICAL BENDS ARE NOT ALLOWED FOR WATER CROSSINGS, SHALL BE FIELD VERIFIED. 1" WATER SERVICE SEWER NOTES 1. PROVIDE CLEANOUT PER CITY STANDARD DETAIL. 2. PROVIDE SEWER PIPE BEDDING AND BACKFILL PER DETAIL. 1 C4.1 2 C4.4 1 C4.4 1 C4.4 MATCHLINEMATCHLINE1 C4.5 THE PIPE DEFLECTION SHALL NOT EXCEED 1/2 OF MANUFACTURER'S MAXIMUM ALLOWED JOINT DEFLECTION, PROVIDE VERTICAL BEND AS NEEDEDWTRP-27-4213W-421301WWP-27-4213S-421301 1 C4.5 1 C4.3 CROSSING CALCULATION TABLE CROSSING KEYNOTE #TOP PIPE INVERT BOTTOM PIPE CROWN SEPARATION 1 STORM IE: 263.88 SEWER CROWN: 259.40 4'-6" 2 WATER IE: 263.84 SEWER CROWN: 258.87 5'-0" 3 WATER IE: 264.00 SEWER CROWN: 258.30 5'-8" 4 WATER IE: 262.72 STORM CROWN: 260.84 1'-11" 5 WATER IE: 262.66 STORM CROWN: 260.35 2'-4" 6 STORM IE: 251.84 SEWER CROWN: 248.30 3'-6" 7 WATER IE: 252.50 STORM CROWN: 251.04 1'-6" 8 WATER IE: 252.30 STORM CROWN: 250.78 1'-6" 9 STORM IE: 247.02 SEWER CROWN: 244.31 2'-9" 10 STORM IE: 237.53 WATER CROWN: 236.30 1'-3" 11 STORM IE: 237.47 SEWER CROWN: 232.13 5'-4" 12 WATER IE: 236.30 SEWER CROWN: 231.67 4'-8" 1 5 3 4 2 6 8 7 9 10 12 11 09/20/2022 15'-0"WASTEWATER UTILITY JStowell 09/29/2022 WATER UTILITY agafour 10/03/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 15' 13+29 10+00 11+00 12+00 13+00 2502602702422442462482522542562582622642662682722742 7 6 2 7 8 250260246248252254256258262270266268272240S 132ND STCB #6 CB #5 CB #2 14 LF PRIVATE 12" CPEP @ 0.57% 42.0' 9.00' 75.0' 12.00'2420+001+00CB #11 EX. CB T-1 (SOLID) 10.0' MIN. 5.5' SETBACK 7.5' MIN. CB #4 EX. CB T-1 321 4 PAD: 249.50 PAD: 256.50 PAD: 269.50FF: 244.9± PRIVATE STORMTANK DETENTION PRIVATE STORMTANK DETENTION OR APPROVED EQUAL 11.0' MAX DEPTH TO TANK BOTTOM 2.0' MIN. COVER IN TRAFFIC AREAS 10.50' 8.50' CB #7 RIM: 275.23 IE: 271.00 12" (E) CB #8 RIM: 274.75 IE: 270.68 12" (W) IE: 270.68 12" (S) FRENCH DRAIN WITH UNDERDRAIN FG: 268.53 FG: 268.60 PC, FG: 267.40 PC, FG: 259.00 FG: 259.00 FG: 262.87 FG: 265.27 PC, FG: 264.91 PC, FG: 262.50 Δ/2 FG: 266.16 Δ/2 FG: 261.21 11.99%2.00%8.4 7% 5 LF PRIVATE 12" CPEP @ 0.00% 4 LF PRIVATE 12" CPEP @ 2.77% 6" CPEP @1.0% MIN. (TYP.) CB #1 79 LF PUBLIC 12" CPEP @ 0.40% 83 LF PUBLIC 12" CPEP @ 14.05%CB #9 125 LF PUBLIC 12" CPEP @ 12.91% CB #10 74 LF PUBLIC 12" CPEP @ 8.42% 50+00 51+00 52+00 53+00 53+25 100+97100+00 SEE SHEET C2.4 FOR STORM PROFILE SEE SHEET C2.4 FOR STORM PROFILE RDCO #1 RIM: 266.21 IE: 260.21 12" (S)85 LF PRIVATE 12" CPEP @ 12.76% RDCO #2 RIM: 255.25 IE: 250.69 12" (N) IE: 250.69 12" (S)WALL DRAIN CONNECTION: STA:12+69.14 RDCO CONNECTION: STA:11+56.96 INSTALL FOOTING DRAIN ALONG WALL CB #3 CONTROL STRUCTURE 54"Ø STA: 10+41.95, 75.91 RT RIM: 241.96 IE: 236.64 12" (N) IE: 236.64 12" (E) 4 LF PRIVATE 12" CPEP @ 0.00% 3 LF PRIVATE 12" CPEP @ 0.00% 22 LF PUBLIC 12" CPEP @ 0.50% 11 LF PUBLIC 12" CPEP @ 0.50% 90 LF PRIVATE 12" CPEP @ 10.54% 230 235 240 245 250 255 260 10+00FG FG 240.4210+50FG 241.78FG 243.0411+00FG 244.80FG 247.4411+50FG 250.44FG 253.4312+00 EXISTING GRADE AT ACCESS CENTERLINE PROPOSED GRADE AT ACCESS CENTERLINE CB #5, TYPE 1 STORMFILTER STA 10+51.89, 0.00' RT RIM: 241.88 IE: 238.48 12" (N) STA: 11+04.22, 3.34' RT IE: 239.80 12" (N) IE: 239.80 12" (S) RIM: 245.27 CB #6, 48" TYPE 2 SOLID LID 4.0' LIVE STORAGE 42'ROW CENTERLINEROWROW DEDICATIONSTA: 0+61.63, 21.99' LT IE: 237.49 12" (W) IE: 237.49 12" (E) RIM: 240.20 CB #2, TYPE 1 STA: 10+50.99, 6.77' RT IE: 236.64 12" (N) IE: 236.64 12" (E) RIM: 241.97 CB #4, 48" TYPE 2 SOLID LIDGRADE BREAK STA: 10+16.00ELEV: 240.48812.0% 8.0% 1.5% IE: 238.79 4 LF 12" CPEP @ 2.77% IE: 236.75 5 LF 12" CPEP @ 0.00% BOTTOM ELEV: 236.14 TOP ELEV: 240.64 8.0% STA: 11+89.57, 3.27' RT IE: 250.69 12" (N) IE: 250.69 12" (S) RIM: 255.25 RDCO #2, CO 85 L F 1 2" C P E P @ 1 2. 7 6 % 5.0% PVI: 244.17 PVI STA: 10+97.80 K: 7.15 50' VC BVCS: 10+72.80BVCE: 242.92EVCS: 11+22.80EVCE: 247.17235 240 245 250 235 240 245 250 FG 244.054.0' LIVE STORAGE 9' PROPOSED GRADE EXISTING GRADE PROPERTY LINE 8" WATER TRACT CENTERLINE 10.0' MAX DEPTH 0.5' DEAD STORAGE 235 240 245 235 240 245 FG 242.84ROWROW DEDICATIONBUILDING 4.0' LIVE STORAGE PROPOSED GRADE EXISTING GRADE 10.0' MIN. 12' 0.5' DEAD STORAGE 3:1 SLOPE 3 4" ANGULAR STONE STORMTANK® MODULES (24" & 30" TALL, STACKED) SUITABLE COMPACTABLE FILL (REFER TO ACCESS ROAD SECTION) FINISHED IMPERVIOUS SURFACE (REFER TO ACCESS ROAD SECTION) VEGETATED AREA REFER TO CITY OF RENTON SOIL AMENDMENT REQUIREMENTS LAYFIELD LP6 NON-WOVEN GEOTEXTILE (OR EQUAL) SURROUNDING MODULES AND STONE/SOIL INTERFACE 2.0' MIN. 1.0' MIN. 1.0' MIN. 11.0' MAX. 1.0' MIN. 250 255 260 265 270 275 280 12+00FG 256.61FG 260.9812+50FG 264.42FG 268.6913+00FG 272.11FG 276.02EXISTING GRADE AT ACCESS CENTERLINE PROPOSED GRADE AT ACCESS CENTERLINE 12.0% 90 LF 1 2 " C P E P @ 1 0 . 5 4 % END OF ACCESS ROAD STA: 12+99.46 ELEV: 268.40 STA: 12+79.88, 3.20' RT IE: 260.21 12" (S) RIM: 266.21 RDCO #1, CO CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 ACCESS ROAD PROFILE SCALE: H:1"=20', V:1"=4'NSTORMTANK DETENTION VAULT STORMTANK DETENTION TANK C2.3 10 SHORT PLAT GRADING AND DRAINAGE PLAN C2.3 1 SCALE: H:1"=20', V:1"=4' STORM CROSS SECTION 1 2 SCALE: H:1"=20', V:1"=4' STORM CROSS SECTION 2 3 SCALE: H:1"=20', V:1"=4' STORM TANK CROSS SECTIONMATCHLINEMATCHLINE1 C2.3 2 C2.3 REFER TO SHEET C3.1 FOR FRONTAGE IMPROVEMENTS 3 C2.5 SYSTEM ELEVATIONS TOP OF STORMTANK: 240.64 BOTTOM OF TANK: 236.14 BOTTOM OF STRUCTURAL FILL: 235.14 FIRM AND UNYIELDING SUBGRADE COMPACTED TO 95% 1.INSPECTION PORTS SHALL BE PROVIDED AT 25' INTERVAL AND AT EVERY INLET LOCATION 2. REFER TO MANUFACTURER SHOP DRAWINGS FOR ADDITIONAL DETAILS MANUFACTURER REP: ANDY GERSEN PHONE: 206-595-2203 PRODUCT LAYOUT: LAYFIELD GROUP PHONE: (425) 209-0807 EMAIL: SEATTLE@LAYFIELDGROUP.COM 1 C2.7 3 C2.3 1 C2.7 SYSTEM ELEVATIONS TOP OF STORMTANK: 240.64 BOTTOM OF TANK: 236.14 BOTTOM OF STRUCTURAL FILL: 235.14 2 C2.5 2 C2.6TED-40-4213R-421309 2 C2.4 1 C2.4 DO NOT EXCEED A 5.0% SLOPE IN ANY DIRECTION OVER THE DETENTION SYSTEM DO NOT EXCEED A 5.0% SLOPE IN ANY DIRECTION OVER THE DETENTION SYSTEM 09/20/2022 SURFACE WATER UTILITY jfarah 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 230 235 240 245 250 255 260 265 270 275 280 230 235 240 245 250 255 260 265 270 275 280 FG 241.1950+50FG 242.90FG 243.7451+00FG 245.85FG 249.6951+50FG 253.33FG 255.2352+00FG 258.29FG 261.3952+50FG 264.88FG 267.9653+00FG 272.20FG74 LF 1 2 " C P E P @ 8 . 4 2 % STA: 50+11.75, 0.00' RT IE: 236.45 12" (W) IE: 236.45 12" (SE) IE: 236.45 12" (N) RIM: 239.55 CB #1, TYPE 1 STA: 51+07.71, 0.00' RT IE: 242.82 12" (N) IE: 242.82 12" (S) RIM: 246.82 CB #10, TYPE 1 SOLID LID 125 L F 1 2" C P E P @ 1 2. 9 1 % STA: 52+33.05, 0.01' RT IE: 259.00 12" (N) IE: 259.00 12" (S) RIM: 261.30 CB #9, TYPE 1L SOLID LID 83 L F 1 2" C P E P @ 1 4. 0 5 % STA: 53+16.18, 0.00' IE: 270.68 12" (W) IE: 270.68 12" (S) RIM: 274.75 CB #8, TYPE 1 SOLID LID EXISTING GRADE AT PIPE CENTERLINE PROPOSED GRADE AT PIPE CENTERLINE CB #11, TYPE 1 STA 1+39.45, 43.50' LT RIM: 241.74 IE: 236.56 12" (N) IE: 236.56 12" (S) IE: 236.56 12" (W) 22 LF 12" CPEP @ 0.50% 263 265 270 275 280 263 265 270 275 280 FG 274.24100+50FG 273.70FG 275.02STA: 100+09.04, 0.00' IE: 271.00 12" (E) RIM: 275.23 CB #7, TYPE 1 SOLID LID 79 LF 12" PERF CPEP @ 0.40% STA: 100+88.28, 0.00' IE: 270.68 12" (W) IE: 270.68 12" (S) RIM: 274.75 CB #8, TYPE 1 SOLID LID EXISTING GRADE AT PIPE CENTERLINE PROPOSED GRADE AT PIPE CENTERLINE FRENCH DRAIN CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgC2.4 11 UPSTREAM BASIN BYPASS PROFILE C2.4TED-40-4213R-421310 1 SCALE: H:1"=20', V:1"=4' EAST STORM BYPASS LINE 2 SCALE: H:1"=20', V:1"=4' NORTH FRENCH DRAIN PROPOSED WATER CROSSING 3 C2.5 09/20/2022 A little over the 5-ft max depth for type 1 cb but that's ok. SURFACE WATER UTILITY jfarah 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 12" INLET PIPE12" OUTLET PIPE INVERT EL. 236.64 PIPE SUPPORT SEE NOTE 6 2.0' MIN INVERT EL. 236.64 STANDARD GALVANIZED STEEL OR ALUMINUM LADDER/STEPS PER RENTON STD. PLAN 204.50 ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS RESTRICTOR PLATE WITH 0.6"Ø ORIFICE DESIGN WATER SURFACE EL. = 240.64 12.0" 18" RISER PIPE 54" Ø WATERTIGHT CLEANOUT SHEAR GATE 2.0' MIN CHAIN - 200# CAPACITY SLACK WHEN GATE IS DOWN FASTEN CHAIN TO FRAME ADJUST RIM AS NEEDED 12" OUTLET 12" INLET PIPE 178.4°' DOWNTURN ELBOW IE: 239.89' ORIFICE DIAMETER: 0.5" DOWNTURN ELBOW IE: 239.04' ORIFICE DIAMETER: 0.8" 2.0' 0.5 MIN C2.5 12 PRIVATE STORM DETAILS C2.5 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwgVIEW WITH LOW FLOW RISER ADDITIONAL LADDER RUNGS (IN SETS) TO ALLOW ACCESS TO TANKS OR VAULTS WHEN CATCH IS FILLED WITH WATER 2' MIN. CLEARANCE TO ANY PORTION OF FLOW RESTRICTOR TEE INCLUDING ELBOWS NOTES: 1.USE A MINIMUM OF 54" DIAMETER TYPE 2 CATCH BASIN. 2.OUTLET CAPACITY: 100-YEAR DEVELOPED PEAK FLOW. 3.METAL PARTS PREFERRED TO BE STAINLESS STEEL ALUMINIZED STEEL, OR ALUMINUM ALL OTHER STEEL PARTS MUST BE GALVANIZED WITH TREATMENTS 1, 2, OR 5. 4.FRAME AND LADDER OR STEPS OFFSET SO: A.CLEANOUT GATE IS VISIBLE FROM TOP. B.CLIMB-DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C.FRAME IS CLEAR OF CURB. 5.IF METAL OUTLET PIPE CONNECTS TO CEMENT CONCRETE PIPE: OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. LESS 1/4". 6.PROVIDE AT LEAST ONE 3" x .090 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL. (MAXIMUM 3'-0" VERTICAL SPACING). 7.LOCATE ELBOW RESTRICTOR(S) AS NECESSARY TO PROVIDE MINIMUM CLEARANCE AS SHOWN. 8.LOCATE ADDITIONAL LADDER RUNGS IN STRUCTURES USED AS ACCESS TO TANKS AND VAULTS TO ALLOW ACCESS WHEN CATCH BASIN IS FILLED WITH WATER. 9.WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL) WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 10.IF TEE SECTION IS USED ONLY FOR SPILL CONTROL, THEN ELBOW RESTRICTORS AND RESTRICTOR PLATES WITH ORIFICES ARE NOT REQUIRED. 1 NOT TO SCALE TEE SECTION SHEAR GATE 2 SCALE H:1"=2'. V:1"=2' CONTROL STRUCTURE 3 NOT TO SCALE FRENCH DRAIN 12" PERFORATED ADS N-12 OR EQUALPROPERTYLINE1-1/2' WASHED DRAINFIELD ROCK (WSDOT 9-03.12(5))* 18" MIN. 6" MIN. 6" MIN. OVER PIPE WRAP FILTER FABRIC AROUND ROCK IN TRENCH GRADE SEEDED SWALE ALONG TOP OF DRAIN. TRENCH TO INTERCEPT RUNOFF FROM OFFSITE 5.00%6" MIN.TED-40-4213R-421311 2:1 MAX 09/20/2022 SURFACE WATER UTILITY jfarah 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 C2.6 13 PRIVATE STORM DETAILS C2.6 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwg1 NOT TO SCALE SURFACE WATER STANDARD PLAN NOTES 2 NOT TO SCALE SOIL AMENDMENT SECTIONSTED-40-4213R-421312 09/20/2022 SURFACE WATER UTILITY jfarah 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 3'-31316"INSIDE RIMFLOWA 7716"2'-1018" INSIDE 2'-1078" OUTSIDEB2'-1018"3'-912" 9'-714" 718" 718" 10'-01516" OUTSIDE RIM 3'-31316" INSIDE RIM 3'-31316" INSIDE RIM 3'-31316" INSIDE RIM 2'-1018" B B H8916"AA INLET STUB (OPTIONAL)OUTLET STUB OUTLET PIPE FROM FLOWKIT FILTRATION BAY INLET PERMANENT POOL LEVEL ACCESS COVER CONCRETE COLLAR AND REBAR TO MEET HS20 IF APPLICABLE BY CONTRACTOR OPTIONAL SLOPED LID CORNER ELEVATIONS TO BE SPECIFIED BY ENGINEER STORMFILTER CARTRIDGE TYP. FLOW KIT TYP. CLEANOUT ACCESS PLUG ON WEIR WALL PERMANENT POOL ELEVATION CARTRIDGE SUPPORT TYP. CATCHBASIN FOOT (TYP. OF 4) FINISHED GRADE WEIR WALL FLOATABLES BAFFLE LIFTING EYE (TYP. OF 4) VANED INLET GRATE (SOLID COVER OPTIONAL) 1'-5116" COLLAR PLAN VIEW SECTION A-A SECTION B-B CATCHBASIN FOOT (TYP. OF 4) FILTRATION BAY INLET TYP. C2.7 14 PRIVATE STORM DETAILS C2.7 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-GRAD-STRM.dwg1 NOT TO SCALE STORMFILTER GENERAL NOTES 1.CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2.FOR SITE SPECIFIC DRAWINGS WITH DETAILED STORMFILTER CATCHBASIN STRUCTURE DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. WWW.CONTECHES.COM 3.STORMFILTER CATCHBASIN WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 4.INLET SHOULD NOT BE LOWER THAN OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.MANUFACTURER TO APPLY A SURFACE BEAD WELD IN THE SHAPE OF THE LETTER "O" ABOVE THE OUTLET PIPE STUB ON THE EXTERIOR SURFACE OF THE STEEL SFCB. 6.STORMFILTER CATCHBASIN EQUIPPED WITH 4 INCH (APPROXIMATE) LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8 INCHES IN DIAMETER. MAXIMUM OUTLET STUB IS 15 INCHES IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 7.STEEL STRUCTURE TO BE MANUFACTURED OF 1/4 INCH STEEL PLATE. CASTINGS SHALL MEET AASHTO M306 LOAD RATING. TO MEET HS20 LOAD RATING ON STRUCTURE, A CONCRETE COLLAR IS REQUIRED. WHEN REQUIRED, CONCRETE COLLAR WITH #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 8.FILTER CARTRIDGES SHALL BE MEDIA-FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS. 9.SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES A.ANY SUB-BASE, BACKFILL DEPTH, AND/OR ANTI-FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. B.CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE CATCHBASIN (LIFTING CLUTCHES PROVIDED). C.CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION-RELATED EROSION RUNOFF. STORMFILTER STEEL CATCHBASIN DESIGN NOTES CARTRIDGE HEIGHT SPECIFIC FLOW RATE (gpm/sf) CARTRIDGE FLOW RATE (gpm) RECOMMENDED HYDRAULIC DROP (H) 27"18"18" DEEP 3.05'2.3'3.3' STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. 2 CARTRIDGE CATCHBASIN HAS A MAXIMUM OF TWO CARTRIDGES. SYSTEM IS SHOWN WITH A 27" CARTRIDGE, AND IS ALSO AVAILABLE WITH AN 18" CARTRIDGE. STORMFILTER CATCHBASIN CONFIGURATIONS ARE AVAILABLE WITH A DRY INLET BAY FOR VECTOR CONTROL. PEAK HYDRAULIC CAPACITY PER TABLE BELOW. IF THE SITE CONDITIONS EXCEED PEAK HYDRAULIC CAPACITY, AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION 18.79 12.53 12.53 2 gpm/sf 22.5 11.25 15 15 7.57.5 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf 2 gpm/sf 1.67* gpm/sf 1 gpm/sf * 1.67 gpm/sf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB® (PSORB) MEDIA ONLY INLET PERMANENT POOL LEVEL (A)1'-0"1'-0"2'-0" PEAK HYDRAULIC CAPACITY 1.0 1.0 1.8 OVERALL STRUCTURE HEIGHT (B)4'-9"3'-9"4'-9" OUTLET INLET CONFIGURATIONS STRUCTURE ID WATER QUALITY FLOW RATE (cfs) PEAK FLOW RATE (<1.8 cfs) RETURN PERIOD OF PEAK FLOW (yrs) CARTRIDGE FLOW RATE (gpm) MEDIA TYPE (PERLITE, ZPG, PSORB) RIM ELEVATION PIPE DATA:I.E.DIAMETER INLET STUB OUTLET STUB NOTES/SPECIAL REQUIREMENTS: 2-CARTRIDGE DEEP CATCHBASIN STORMFILTER DATA SLOPED LID SOLID COVER OUTLET INLET OUTLET INLET INLET INLET CB #5 0.0294 0.1378 100 YEAR 11.25 ZPG 241.89' N/A N/A 238.48'12" YES\NO YES\NO CONTRACTOR TO COORDINATE WITH CONTECH FOR OUTLET CONFIGURATIONTED-40-4213R-421313 09/20/2022 SURFACE WATER UTILITY jfarah 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 S 132ND ST242242240CB #2STA: 0+61.63CB #3STA: 10+41.95CB #5STA: 10+51.89CB #4STA: 10+50.99STA: 0+32.18, 23.00' LTFL: 240.5110+00 0+001+002+00240CB #11STA: 1+39.45SSMH#1SEWER CODRIVEWAY CENTERLINESTA:0+50.19, 23.50' LTSTA: 0+88.82, 23.00' LTFL: 239.88STA: 1+47.88, 22.68' LTFL: 239.49CB #1STA: 1+40.50220225230235240245220225230235240245FG 240.91 0+50FG 240.61 FG 240.32 1+00FG 240.05 FG 239.79 1+50FG 239.84 FG 44 LF 12" DI CL52 @ 0.50%CB #2, TYPE 1STA: 0+62, 21.99' LTRIM: 240.20IE: 237.49 12" (W)IE: 237.49 12" (E)79 LF 12" DI CL52 @ 1.32%STA: 0+17.83, 17.62' LTIE: 239.12 4" (W)IE: 237.71 12" (E)RIM: 240.71EX. CB T-1,EX. CB T-1 (SOLID),STA 1+50.34, 17.54' LTRIM: 239.65IE: 236.40 12" (E)IE: 236.40 12" (NW)EXISTING GRADE ELEV. AT ROAD CENTERLINEEXISTING GRADE ATROAD CENTERLINE11 LF 12" CPEP @ 0.50%STA: 1+40.50, 21.92' LTIE: 236.45 12" (W)IE: 236.45 12" (SE)IE: 236.45 12" (N)RIM: 239.55CB #1, TYPE 1PROPOSED WATERCROSSINGNEW IE: 237.71 12" (E)S 132ND ST242242240240233235240245233235240245FG 243.54 FG 243.42 FG 243.03 PROPOSED GRADEEXISTING GRADE4.0' LIVESTORAGE75.0'8" SEWER12" STORMCITY OFRENTONIN COMPLIANCE WITH CITY OF RENTON STANDARDST A C O M A2215 North 30th Street, Suite 300 Tacoma, WA 98403253.383.2422TEL253.383.2572FAXwww.ahbl.comWEBS E A T T L ES P O K A N E T R I - C I T I E S BRAR SHORT PLATAHBL JOB #2200320.1025Know what'sbelow.before you dig.CallRC22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-FRONTAGE.dwg NS 132ND ST PROFILESCALE: H:1"=20', V:1"=4'30.0'30.0'60' ROWCOMPACT SUBGRADE TO 95%AASHTO T-99 PROCTOR DENSITY8.0'ROW CENTERLINEROWVARIES 11.5' ROWDEDICATIONSIDEWALK7.0'0.5'6.5'SAWCUTLINEEXISTING ROW8.0'PLANTINGSTRIPBUFFER2.0'2:1 MAX. PROPOSED ROWDEDICATIONMATCH EXISTING PAVEMENTSECTION AND SUBGRADETRAFFIC CURBAND GUTTER2%EXISTING ASPHALT5'BIKELANE8'PARKING10'LANE16.0'ADJUSTHYDRANT23.0'8.5'8.0'11.5'ROW DED.41.5'ROWROWCENTERLINEC3.115S 132ND ST PLAN AND PROFILEC3.11NOT TO SCALES 132ND ST HALF-STREET IMPROVEMENTSDEMO LEGENDREMOVE EXISTING ASPHALTREMOVE EXISTING CONCRETEREMOVE EXISTING FENCEEXISTING GRADE CONTOURELEVREMOVE TREES (TYP.)REMOVE AND REPLACEEXISTING GAS, TELECOMAND WATER SERVICE LINESAS REQUIRED TO PROVIDEIMPROVEMENTS.COORDINATE DISRUPTIONSWITH PROPERTY OWNER.DEMOLISH EXISTINGROCKERY WALLREFER TO SHEET C1.1FOR ONSITE TESC ANDDEMOLITION PLANREFER TO SHEETC2.1FOR ONSITEIMPROVEMENTSAPPROXIMATE LOCATIONFOR NEAT SAWCUT ANDPAVEMENT REMOVAL LIMITS2C3.5PROTECTPROTECTREMOVE STORM PIPE &STRUCTURE20.0'1C3.4SIDEWALK3C3.33C3.3DEMOLITION NOTES1.CONTRACTOR IS TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES SHOWN.THE CONTRACTOR IS TO PROTECT UNDERGROUND UTILITIES DURINGCONSTRUCTION.2.CONTRACTOR TO PROTECT EXISTING STORM SYSTEM LOCATED IN FRONTAGEALONG S 132ND ST.3.CONTRACTOR TO PROTECT EXISTING CURB AND GUTTER LOCATED INFRONTAGE ALONG S 132ND ST..FRONTAGE IMPROVEMENT LEGENDPROPERTY BOUNDARYROAD CENTERLINEASPHALT PAVINGPROPOSED SIDEWALKEXISTING SIDEWALKLANE WIDTH OVERLAYEXISTING GAS LINEEXISTING COMMUNITCATION LINEEXISTING WATER LINEEXISTING SEWER LINEEXISTING OVERHEAD POWERFRONTAGE IMPROVEMENT NOTES1.ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS ANDSPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKSDEPARTMENT AND THE LATEST EDITION OF THE WSDOT STANDARDS ANDSPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON INTHE RENTON STANDARD PLANS AND SPECIFICATIONS.2.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. THECONTRACTOR IS RESPONSIBLE TO VERIFY THE LOCATION AND DEPTH OF ALLUTILITIES SHOWN.3.CONTRACTOR IS TO RAISE ALL REMAINING STRUCTURE LIDS TO BE FLUSHWITH FINISHED GRADE. REFER TO PLAN FOR REMAINING STRUCTURES.4.ALL IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY SHALL CONFORM TOCITY OF RENTON CONSTRUCTION STANDARDS.5.REFER TO LANDSCAPE PLANS FOR STREET TREES.COORDINATE WITH SEATTE CITY LIGHTFOR VAULT REMOVAL AND RELOCATIONFRONTAGE PROPOSED IMPROVEMENTS PLANSCALE: 1"=20'FRONTAGE TESC AND DEMO PLANSCALE: 1"=20'2C4.4TED-40-4213 R-4213142SCALE: H:1"=20', V:1"=2'STORM CROSS SECTION 12C3.1SYSTEM ELEVATIONSTOP OF STORMTANK: 240.64BOTTOM OF TANK: 236.14BOTTOM OF STRUCTURAL FILL: 235.14REPLACE SIDEWALK ATNEAREST EXPANSION JOINTREMOVE EXISTING WATER SERVICE.REFER TO SHEET C2.2 FORRELOCATED WATER SERVICEPROVIDE A FULLSTREET GRIND OVERLIMITS OF PATCHINGPROVIDE A FULL STREET WIDTH, 2.0"DEPTH OVERLAY THAT EXTENDS ATLEAST 10' BEYOND EACH END OF UTILITYTRENCHES PER CITY STANDARDS.PROVIDE A 2.0"FULL STREET GRIND AND OVERLAY ALONGPROJECT FRONTAGEREMOVE EXISTINGASPHALT CURB RAMPREPLACE CURBREFER TO SHEET C2.1 FORADA ENLARGEMENTREMOVE DEPRESSEDCURB AND GUTTER ANDCURB TRANSITION10.0'10.0'6.0'UNDERGROUND POWER ANDRELOCATE EXISTING SERVICEVAULT. COORDINATE WITHSEATTLE CITY LIGHT09/20/2022DEVELOPMENT ENGINEERINGYQI 10/05/2022 10+000+00 1+00 2+00 S 132ND ST 240 242 242 240CB #2 CB #11 CB #3 CB #5 SSMH#1SSCO PROVIDE LONGITUDINAL PAVEMENT PATCH PER DETAIL PROVIDE TRANSVERSE PAVEMENT PATCH PER DETAIL CB #4 CB #1 220 225 230 235 240 245 220 225 230 235 240 245 FG 240.910+50FG 240.61FG 240.321+00FG 240.05FG 239.791+50FG 239.84FGSTA: 0+68.38, 7.03' RT RIM: 240.20 SSMH#1, 48" SSMH IE IN: 229.97 (8"N) IE IN: 229.97 (8"W) IE OUT: 229.87 (8"E) 78 LF 8" PVC @ 0.50% STA: 1+46.26, 7.29' RT RIM: 239.58 EX. SSMH, 48" Ø IE IN: 229.48 (8"W) IE OUT: 229.38 (8"E) EXISTING GRADE ELEV. AT ROAD CENTERLINE EXISTING AND PROPOSED GRADE AT ROAD CENTERLINE 30 LF 8" PVC @ 0.50% STA: 0+38.38, 7.00' RT RIM: 240.56 SSCO IE OUT: 230.12 (8"E) CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 N S 132ND ST PROFILE SCALE: H:1"=20', V:1"=4' REMOVE EXISTING FIRE HYDRANT AND REPLACE WITH NEW FIRE HYDRANT ASSEMBLY. SET 4.0' BEHIND FACE OF CURB. 23.0' 8.5' 8.0' 11.5' ROW DED. 41.5' ROW ROW CENTERLINE C3.2 16S 132ND ST SEWER PLAN AND PROFILE C3.2 CORE NEW CONNECTION AND CHANNEL EXISTING CHANNEL SANITARY SEWER NOTES 1.SEWER SERVICE SHALL BE 8" PVC SDR 35. 2.PROVIDE SEWER PIPE BEDDING PER DETAIL 3.PROVIDE SEWER MANHOLES PER DETAIL 2 C4.1 2 C4.2 NAVD88 - ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION PROVIDED BY CITY OF RENTON SURVEY CONTROL DATABASE. POINT ID NO. 1333 - FOUND CONCRETE MONUMENT WITH BRASS DISK, DOWN 1.0' IN CASE, AT THE INTERSECTION OF S 128TH STREET & 84TH AVENUE S. ELEVATION: 387.35 FEET 2.0' CONTOUR INTERVAL ARE DERIVED FROM DIRECT FIELD OBSERVATIONS - THE EXPECTED VERTICAL ACCURACY IS EQUAL TO 1/2 CONTOUR INTERVAL OR ± 1.0' FOR THIS PROJECT VERTICAL DATUM WASHINGTON COORDINATE SYSTEM, NAD83(91), NORTH ZONE, DERIVED FROM CITY OF RENTON SURVEY CONTROL DATABASE - ACCEPTED THE BEARING OF N 87°34'08" W FOR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 23 N., RANGE 4 E. W.M., BASED ON FOUND MONUMENTS IN CASE, PER CITY OF RENTON SURVEY CONTROL DATABASE. BASIS OF BEARINGWWP-27-4213S-421302 1 C4.4 09/20/2022 WASTEWATER UTILITY JStowell 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.3 17PUBLIC ROAD DETAILS C3.3 1 NOT TO SCALE CEMENT CONCRETE CURBS 2 NOT TO SCALE CURB INSTALLATION AT CATCH BASINS 3 NOT TO SCALE CEMENT CONCRETE SIDEWALKTED-40-4213R-421315 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.4 18PUBLIC ROAD DETAILS C3.4 1 NOT TO SCALE CONCRETE DRIVEWAY NOTES AND DETAILS 2 NOT TO SCALE DRIVEWAY ENTRANCE - TYPE R1B 3 NOT TO SCALE TRANSVERSE PAVEMENT PATCH WITH OVERLAYTED-40-4213R-421316 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORTPLAT\2200320-SH-132ND-SSWR.dwgC3.5 19PUBLIC ROAD DETAILS C3.5 1 NOT TO SCALE LONGITUDINAL PAVEMENT PATCH WITH OVERLAY 2 NOT TO SCALE CURB AND GUTTER REPLACEMENTTED-40-4213R-421317 09/20/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.1 20SEWER NOTES AND DETAILS C4.1 1 NOT TO SCALE SANITARY SEWER CLEANOUT 2 NOT TO SCALE SEWER PIPE BEDDING 3 NOT TO SCALE SIDE SEWER INSTALLATIONWWP-27-4213S-421303 09/20/2022 WASTEWATER UTILITY JStowell 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.2 21SEWER NOTES AND DETAILS C4.2 1 NOT TO SCALE AIR TEST TABLE 2 NOT TO SCALE STANDARD SANITARY MANHOLE 3 NOT TO SCALE PRIVATE MANHOLE FRAME AND COVERWWP-27-4213S-421304 09/20/2022 WASTEWATER UTILITY JStowell 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.3 22SEWER NOTES AND DETAILS C4.3 1 NOT TO SCALE SEWER CLEANOUT CCTV INSPECTION SPECIFICATIONS 1.ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND ) PRIVATE SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/OR PAVEMENT. 2.THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP) 3.ALL CCTV OPERATOR SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4.CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5.ALL CCTV INSPECTION REPORTS SHALL BE WITH-IN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6.ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FILLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE-CCTV THE WORK. 7.DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8.THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO "PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURES AND OBSERVATIONS ARE SEEN AND LOGGED. 9.JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER (CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA'S FIELD OF VISION IN ITS ENTIRETY. 10.THE CCTV CAMERA SHALL HAVE A WATER-LEVEL MEASURING DEVICE (BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1 4" MARKINGS TO SHAL THE DEPTH OF WATER IN THE PIPE DURING CCTV INSPECTION. 11.ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION 12.PER CITY OF RENTON SPECIFICATION 7-08.3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1 2" OF PONDING TO BE CONSIDERED ACCEPTABLE.WWP-27-4213S-421305 09/20/2022 WASTEWATER UTILITY JStowell 09/29/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.4 23WATER NOTES AND DETAILS C4.4 1 NOT TO SCALE FIRE HYDRANT ASSEMBLY 2 NOT TO SCALE WATER MAIN CUT-IN CONNECTIONWTRP-27-4213W-421302 WATER UTILITY GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS, THE CITY OF RENTON DEVELOPER EXTENSION AGREEMENT, AND WSDOT STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. 3.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 OR 811 TO VERIFY UTILITY LOCATIONS A MINIMUM OF 72 HOURS BEFORE BEGINNING EXCAVATION. 4. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED. PRODUCTS AND MATERIALS SHALL MEET THE REQUIREMENTS OF THE CITY OF RENTON WATER UTILITY APPROVED MATERIALS LIST. CUT SHEETS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON-SITE. 5. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT-LINED (DOUBLE THICKNESS) DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C151 AND C104 STANDARDS. PIPE JOINTS SHALL BE PUSH-ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE ENCASEMENT PER AWWA C105. 6. ALL PIPE AND FITTINGS NOT TO BE DISINFECTED IN PLACE SHALL BE SWABBED WITH 5-6% AVAILABLE CHLORINE SOLUTION PRIOR TO INSTALLATION UNDER THE OBSERVATION OF A CITY OF RENTON UTILITY INSPECTOR. 7. IN FILL AREAS, THE WATER MAIN SHALL BE INSTALLED ONLY AFTER THE TRENCH AND ROADWAY SUBGRADE MATERIALS HAVE BEEN GRADED AND COMPACTED. 8. BEFORE COMMENCEMENT OF TRENCHING, THE CONTRACTOR SHALL PROVIDE CATCH BASIN INSERTS FOR ALL CATCH BASINS THAT WILL RECEIVE RUNOFF FROM THE PROJECT SITE. THE CONTRACTOR SHALL PERIODICALLY INSPECT THE CONDITION OF ALL INSERTS AND REPLACE AS NECESSARY. 9. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES (36") FOR PIPE DIAMETER OF 10 INCHES (10") OR LESS AND 48 INCHES (48") FOR PIPE DIAMETER OF 12 INCHES (12") AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 72 INCHES (72"). ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE REQUIRED MINIMUM VERTICAL CLEARANCE BETWEEN UTILITIES AND MINIMUM COVER. 10. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER’S SPECIFICATION FOR SIZE OF PIPE USED. 11. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT (95%) MAXIMUM DRY DENSITY (MDD) AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT (85%) MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 PERCENT (95%) MDD. 12. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED, AND POURED INTO PLACE IN ACCORDANCE WITH THE CITY OF RENTON STANDARD PLANS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS AND FITTINGS. JOINT RESTRAINTS MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 13. MINIMUM CLEARANCE BETWEEN CONCRETE BLOCKING AND OTHER BURIED UTILITIES OR STRUCTURES SHALL BE 5 FEET (5'). 14. ALL NEW SERVICES SHALL BE MINIMUM 1-INCH (1") PER CITY OF RENTON STANDARD PLANS. ADAPTERS FOR 3/4-INCH BY 5/8-INCH (3/4" X 5/8") METERS SHALL BE USED WHERE APPLICABLE. 15. PRIVATELY OWNED AND OPERATED PRESSURE REDUCING VALVES ARE REQUIRED BY THE UNIFORM PLUMBING CODE WHERE THE STATIC SERVICE PRESSURE EXCEEDS 80 PSI. 16. WHERE A NEW UTILITY LINE CROSSES BELOW AN EXISTING ASBESTOS CEMENT MAIN, THE ASBESTOS CEMENT PIPE SHALL BE REPLACED WITH POLYWRAPPED DUCTILE IRON PIPE TO 3 FEET (3') PAST EACH SIDE OF THE TRENCH AS SHOWN ON CITY OF RENTON STANDARD PLAN 330.6. WHEN WORKING WITH ASBESTOS CEMENT PIPE, THE CONTRACTOR IS REQUIRED TO MAINTAIN WORKERS’ EXPOSURE TO ASBESTOS MATERIAL AT OR BELOW THE LIMIT PRESCRIBED IN WAC 296-62-07705. 17.WHERE WATER MAIN CROSSES SANITARY SEWER OR STORM DRAIN PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 18. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL BE FLUSHED AND CLEANED VIA FOAM POLYPIG PRIOR TO DISINFECTION, AND TESTING. CLEANING, HYDROSTATIC TESTING, AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL, AND REMOVE PLUGS, CORPORATION STOPS, BLOW-OFF ASSEMBLIES, AND THRUST RESTRAINT/BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN AND THE EXISTING SYSTEM UNTIL THE NEW PIPING HAS BEEN POLYPIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH HYDROSTATIC AND PURITY TESTING. 19. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY A CITY OF RENTON UTILITY INSPECTOR. 20. AFTER DISINFECTING THE WATER MAIN, DISPOSE OF CHLORINATED WATER BY DISCHARGING TO THE NEAREST OPERATING SANITARY SEWER. 21.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY A MINIMUM OF TEN (10) WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. WATER MAIN SHUT OFFS SHALL NOT BE SCHEDULED TO OCCUR ON FRIDAYS, CITY HOLIDAYS, NOR ON THE FIVE DAYS BEFORE NOR ONE DAY AFTER A CITY HOLIDAY, UNLESS APPROVED BY THE CITY OF RENTON WATER UTILITY. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTERS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. 22.ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. 23. THE CONTRACTOR SHALL USE A VACUUM STREET SWEEPER TO REMOVE DUST AND DEBRIS FROM PAVEMENT AREAS AS DIRECTED BY THE ENGINEER. FLUSHING OF STREETS SHALL NOT BE PERMITTED WITHOUT PRIOR CITY APPROVAL. TRENCH BACKFILL AND SURFACE RESTORATION OF EXISTING ASPHALT PAVEMENT SHALL BE AS REQUIRED BY THE RIGHT-OF-WAY USE PERMIT. 25. WHEN WORK IS TO OCCUR IN EASEMENTS, THE CONTRACTOR SHALL NOTIFY THE EASEMENT GRANTOR AND THE CITY OF RENTON WATER UTILITY IN WRITING A MINIMUM OF 48 HOURS IN ADVANCE OF BEGINNING WORK (NOT INCLUDING WEEKENDS OR HOLIDAYS). FAILURE TO NOTIFY GRANTOR AND THE CITY OF RENTON WATER UTILITY WILL RESULT IN A STOP WORK ORDER BEING POSTED UNTIL THE MATTER IS RESOLVED TO THE SATISFACTION OF THE CITY OF RENTON WATER UTILITY. A WRITTEN RELEASE FROM THE EASEMENT GRANTOR SHALL BE FURNISHED TO THE CITY OF RENTON UTILITY INSPECTOR PRIOR TO PERMIT SIGN-OFF. 26. THE CONTRACTOR SHALL RESTORE THE RIGHT-OF-WAY AND EXISTING PUBLIC UTILITY EASEMENTS AFTER CONSTRUCTION TO A CONDITION EQUAL OR BETTER THAN CONDITION PRIOR TO ENTRY. THE CONTRACTOR SHALL FURNISH A SIGNED RELEASE FROM ALL AFFECTED PROPERTY OWNERS AFTER RESTORATION HAS BEEN COMPLETED. 27. MANHOLES, CATCH BASINS, AND VAULTS ARE CONSIDERED TO BE PERMIT-REQUIRED CONFINED SPACES. ENTRY INTO THESE AND ANY OTHER CONFINED SPACES SHALL BE IN ACCORDANCE WITH CHAPTER 296-809 WAC. 09/20/2022 WATER UTILITY agafour 10/03/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.5 24WATER NOTES AND DETAILS C4.5 2 NOT TO SCALE VALVE BOX DETAIL1NOT TO SCALE 1 INCH WATER SERVICEWTRP-27-4213W-421303 3 NOT TO SCALE POLYPIGGING STATION 09/20/2022 WATER UTILITY agafour 10/03/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT AHBL JOB #2200320.10 25 Know what's below. before you dig.Call R C22000505LUA:21-000014PR:20-000015R-____Q:\2020\2200320\10_CIV\CAD\_SHORT PLAT\2200320-SH-UTIL-DETL.dwgC4.6 25WATER NOTES AND DETAILS C4.6WTRP-27-4213W-421304 1 NOT TO SCALE THRUST BLOCKING 09/20/2022 WATER UTILITY agafour 10/03/2022 DEVELOPMENT ENGINEERING YQI 10/05/2022 LOT 1 7,126 S.F.0+001+00IL1ILLUMINATION PLAN N GRAPHIC SCALE 0 20 40 1" = 20 FEET 10 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS BRAR SHORT PLAT Know what's below. before you dig.Call RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE RENTON, WASHINGTON 98058 (206) 200-0015 1 2 DEVELOPMENT ENGINEERING YQI 10/21/2022TED-40-4213 10/21/2022 IL2ILLUMINATION DETAILS CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS BRAR SHORT PLAT Know what's below. before you dig.Call RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE RENTON, WASHINGTON 98058 (206) 200-0015 2 2 cor std plan j013TED-40-4213 10/21/2022 DEVELOPMENT ENGINEERING YQI 10/21/2022 2702712722732652602552502452402402432462472482492502552512522532542562 7 5 L0TREE RETENTION PLANNGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT Know what's below. before you dig.Call RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE RENTON, WASHINGTON 98058 (206) 200-0015 1 3 CURRENT PLANNING Name [Date]Alex Morganroth [9/29/2022] DEVELOPMENT ENGINEERING YQI 10/05/2022TED-40-4213 2702712722732652602552502452402402432462472482492502552512522532542562 7 5 Kinnikinnik Arctostaphylos uva-ursi APOLLO® SUGAR MAPLE (ACER SACCHARUM 'BARRETT COLE') Acer platanoides 'Columnar' / Columnar Norway maple HOLLY OAK (QUERCUS ILEX)NGRAPHIC SCALE 0 20 40 1" = 20 FEET 10 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT Know what's below. before you dig.Call RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE RENTON, WASHINGTON 98058 (206) 200-0015 L1LANDSCAPE PLAN 2 3 CURRENT PLANNING Name [Date]Alex Morganroth [9/29/2022] DEVELOPMENT ENGINEERING YQI 10/05/2022TED-40-4213 CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS T A C O M A 2215 North 30th Street, Suite 300 Tacoma, WA 98403 253.383.2422TEL 253.383.2572FAX www.ahbl.comWEB S E A T T L E S P O K A N E T R I - C I T I E S BRAR SHORT PLAT Know what's below. before you dig.Call RTED-___LUA:21-000014PR:20-0000151733 FERNDALE AVE SE RENTON, WASHINGTON 98058 (206) 200-0015 L2LANDSCAPE PLAN 3 3 CURRENT PLANNING Name [Date]Alex Morganroth [9/29/2022]TED-40-4213