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HomeMy WebLinkAboutzR-3929Setw Q z w 0 ry n N 00 0 O O z O z w w CV CY) I C) I r) LU 3 0 F- W Ld m Lo L0 i Ld 0 N M i r w i 0 a i U Z O V) O r z a 0 0 0 0) N 0) LJ (D Co Lr) x %M N N w �'00000W} %`� �� Z CAD/CALC BLE Q d N m m DRAWN XXX w<wwUj Uw Z = � - `` PLAT CHK XXX �FJ W O} W ~O W W _jaa_j(nw a: J fN d D x CB RIM=23.80 0 0 CB RIM=23.88 IE 12"CPEP(E)=19.88 IE 12"CPEP(N)=19.78 0 0 LOT 1 SD A=102°51'32" R=14.56'- — L=26.14' T=18.26' ADDED RECORDING NUMBER TO LEASE AREA DESCRIPTION 12/28/16 ADDED PROPOSED 2' RIGHT—OF—WAY DEDICATION—HARDIE AVE SW 12/22/16 REVISION DATE NO. 20140516000824 �\SDMH RIM=25.86 I 4 I�tC -- ' N U I / \ I 5.000' / LEASE AREA I t °44'59"W EXCEPTION O i 0 N 00' , a 14'59"W , 4!� SLOPE & UTILITIES w EASEMENT PER REC NO 2011107000365 N M it z I N I / / I r � 50' / 50' I I GRAPHIC SCALE 20 0 20 40 ( IN FEET ) 1 inch = 20 ft. LEASE AREA DESCRIPTION: THAT PORTION OF LOT 3 OF CITY OF RENTON LOT LINE ADJUSTMENT LUA 15-000237 AS RECORDED UNDER REC. NO.20151006900005, LYING IN THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF LOT 1 OF SAID LOT LINE ADJUSTMENT ADJOINING HARDIE AVENUE SW; THENCE NORTH 01°23'12" EAST, ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 38.56 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 1°23'12" EAST ALONG THE WEST MARGIN OF HARDIE AVENUE SOUTHWEST A DISTANCE OF 207.42 FEET; THENCE NORTH 88°45'24" WEST A DISTANCE OF 144.58 FEET TO THE WEST LINE OF SAID LOT 3; THENCE SOUTH 1 °14'36" WEST A DISTANCE OF 18.31 FEET; THENCE SOUTH 1'13'55" WEST A DISTANCE OF 153.38 FEET; THENCE SOUTH 11 °26'39" WEST A DISTANCE OF 35.05 FEET; TO A POINT OF CURVATURE OF A CURVE TO THE LEFT WHOSE RADIUS IS 14.56 FEET, THENCE ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 102°51'32" AN ARC LENGTH OF 26.14 FEET; THENCE SOUTH 88'33'44" EAST A DISTANCE OF 98.48 FEET; THENCE SOUTH 88°44'59" EAST A DISTANCE OF 3.58 FEET; THENCE NORTH 1°15'01" EAST A DISTANCE OF 16.43 FEET; THENCE SOUTH 88°44'59" EAST A DISTANCE OF 33.41 FEET TO THE TRUE POINT OF BEGINNING; EXCEPT THE SOUTH 2O.00 FEET OF THE EAST 15.00 FEET ADJOINING HARDIE AVENUE SW. SITUATE IN THE CITY OF RENTON, COUNTY OF KING, STATE OF WASHINGTON. CONTAINING 31,602 SQUARE FEET, OR 0.73 ACRES, MORE OR LESS. LEGEND m WATER VALVE HYDRANT ® WATER METER QS Q❑ MANHOLES (SS/SD) ❑ CB -0- POWER/UTILITY POLE E— GUY ANCHOR 0 POWER TRANSFORMER ©M POWER/TELEPHONE VAULT 13PM POWER METER ❑ TELEPHONE/TV RISER Kp GAS VALVE JUNCTION BOX 0 GAS METER STREET LIGHT ❑H�-❑ LUMINAIRE X SPOT ELEVATION r-1 SIGN o MAILBOX CDC= ROCKERY CONIFEROUS TREE 0 DECIDUOUS TREE DRIPLINE OF TREE CASED MONUMENT MAGNETIC NAIL W/ WASHER OO REBAR AND CAP — CENTER LINES PROPERTY LINES RIGHT-OF-WAY LINES — — LOT LINES DITCH LINE — FLOW LINE w WATER LINE ss SANITARY SEWER LINE SD STORM DRAIN LINE O GAS LINE UP UNDERGROUND POWER LINES UT UNDERGROUND TELEPHONE LINES UTv UNDERGROUND CABLE TV LINES UFO UNDERGROUND FIBER OPTIC LINES P OVERHEAD POWER LINES OH OVERHEAD UTILITY LINES — 0 0 o 0 0— CHAIN LINK FENCE xxxxx— WIRE FENCE ❑ ❑ ❑ WOOD FENCE sL STREE LIGHT POWER NOTES: HORIZONTAL DATUM: NAD 83/91 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINTS NO. 754 AND NO. 60 VERTICAL DATUM: NAVD 88 AS ESTABLISHED FROM CITY OF RENTON CONTROL POINT NO. 754 SITE AREA: 31,602 SQ. FT./ 0.73 ACRES t FUTURE RIGHT-OF-WAY DEDICATION 192 SQ. FT.SQ. FT. ALL DISTANCES SHOWN ARE GROUND DISTANCES UNLESS OTHERWISE NOTED. THE LOCATION AND DESCRIPTION OF ALL SURVEY MARKERS SHOWN HEREON ARE BASED ON FIELD OBSERVATIONS TAKEN IN DECEMBER 2015, UNLESS OTHERWISE INDICATED. WORK PERFORMED IN CONJUNCTION WITH THIS SURVEY UTILIZED THE FOLLOWING EQUIPMENT AND PROCEDURES: (A) 1" TRIMBLE S6 SERIES ELECTRONIC TOTAL STATION, MAINTAINED TO THE MANUFACTURER'S SPECIFICATIONS PER W.A.C. 332-130-100. (B) FIELD TRAVERSE, EXCEEDING REQUIREMENTS SET FORTH IN W.A.C. 332-130-090. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS. THIS TOPOGRAPHIC SURVEY DRAWING ACCURATELY PRESENTS SURFACE FEATURES LOCATED DURING THE COURSE OF THIS SURVEY. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED SOLELY UPON INFORMATION PROVIDED BY OTHERS AND PACE ENGINEERS, INC. DOES NOT ACCEPT RESPONSIBILITY OR ASSUME LIABILITY FOR THEIR ACCURACY OR COMPLETENESS. CONTRACTOR/ENGINEERS SHALL VERIFY EXACT SIZE AND LOCATION PRIOR TO CONSTRUCTION. CALL FOR LOCATE: UTILITY LOCATION SERVICE: 811 solG R-392900g PORTION OF: NE1 /4, NE1 /4, SECTION 19, T. 23N., R. 05E., W.M. 11255 Kirkland Way, Suite 300 Kirkland, WA 98033 p. 425.827.2014 1 f. 425.827.5043 p Civil j Structural Planning Survey An Engineering Services Company paceengrs.com RENTON SONIC 745 RAINIER AVE S RENTON, WA I DATE 12/21 /2015 TOPOGRAPHIC SURVEY FOR CASCADE DEVELOPMENT GROUP, LLC SCALE 1" = 20' BILE SURVEY TEAM PG BILE FIELD BOOK 726D & ELEC. BY DWG FILE 15529-SHEETS.dwg �V WAS WA �jAr�� rQ �1 � (k• 70� 32429 � \� I STj j I7v'AL LA14D PROJECT NO. 15529.10 SHEET 1 OF 1 N 00 Qo C) 0 Qo T I m N N CD CD D J N REMOVE (E) ADA RAMP AT 110 CURB CUT & REPLACE W/ NEW 0 q-j NEW STREET TREE Lij PROVIDE (N) ADA RAMP AT CURB CUT; TIE IN WITH EXISTING SIDEWALK PORTION OF EXISTING CURB - TO BE REMOVED; TIE IN WITH NEW CURB AND ADA RAMP AT EACH SIDE OF NEW DRIVEWAY NEW 2-WAY DRIVEWAY; MATCH GRADE OF ADJACENT ROW AND ENSURE SMOOTH TRANSITION CROSSWALK PROVIDE (N) ADA RAMP AT CURB CUT; TIE IN WITH EXISTING SIDEWALK EGRESS EASEMENT PER REC. NO. 9602201491 PEDESTRIAN CROSSING WITH MATERIAL CHANGE EXIST. CURB EXISTING STREET LIGHT TO PORTIONS TO BE REMOVED REMAIN I NEW EXIST. TREE, �, ROOF WATER DRAINAGE INSTALLED NEW TWO-LANE, 1-WAY :It 1._..�w . , .. •.. . s >>°26'3 , TREE TYP. U.N.O. DRIVEWAY; MATCH GRADE OF s W NEW TREE NEW CURB ALONG ROW ,p •••• '•••••'••• •' •;r, . , TYP. ADJACENT ROW AND ENSURE " vR,o • :A' • s 01° 1 " SMOOTH TRANSITION / 14' =102 1'30" I •I' : �*:3.38' • r • --- 18 l •\ OUTLINE OF EXISTING PARKING LOT w I M co 15' UTILITY EASEMENT REC.co NO. 9704011446; REVISED UNDER REC. NO. 20140516000824 I 20' SEWER AND UTILITY - EASEMENT PER REC. NO. 6111601 SONIC MONUMENT SIGN W I ;j' co M co NON -LEASED PORTION vim, OF SITE EXIST. WALMART SIGN SLOPE AND UTILITES EASEMENT PER REC. NO. 2011107000365 LEGEND LANDSCAPE AREA CONCRETE TREE TO BE REMOVED POWER VAULT EXIST. STREET LIGHT, TYP. EXIST. FIRE HYDRANT EXISTING EXIST. POWER TO SITE \ CURB LIGHTING TO BE ABANDONED �•�\ NEW CATCH BASIN AND IN -GROUND FILTERRA WATER TREATMENT FACILITY EXIST. CATCH BASIN FOR 30'-0" r� 12 .,.• '�?•;•' '•' '• 0 Y - . r. :t�. r I J }I r •A 'I' •N .;,' L' tl -- . ........ . + .• vim_ __ ___ _________� __-__ __ ______ _____ _ (I w . F _ -. ----------------- �• .7. am. . rr cf) • . 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EXIST. �—•— —• / A VF ® CE LANDSCAPE AREA SITE PLAN 0 5' 10' 20' SCALE: 1" = 10'-0" BIKE RACK OUTDOOR SEATING AND TABLES IN COURTYARDS NEW STREET TREES klARPIE AVE SW I I � I I I I I I I I I I I I I I I I I I I , I , ' I I I CONNECT TO GAS DOMESTIC AND MAIN ENTRY NEW STREET IRRIGATION TREES WATER SERVICE TRASH CAN, TYP. CONNECT TO POWER GREEN WALL NEW SIDEWALK TO MATCH GRADE OF EXIST. SIDEWALK AT TRANSITION DRAWINC73 LEGEND GENERAL NOTES 1. THE CONTRACTOR SHALL NOT DISTURB ANY ADJACENT PROPER-1 IEb KEYED NOTES 1 DASHED LINE INDICATES 36" CLEAR PATH OF TRAVEL 2 TRASH ENCLOSURE 3 PATIO FURNITURE 4 PRE -MANUFACTURED METAL DRIVE-THRU AWNING PAINTED YELLOW w/ GREEN L.E.D. STRIP LIGHTS SUPPLIED BY CANOPY VENDOR 5 PREMANUFACTURED SILVER ALUMINUM CANOPY FASCIA WITH YELLOW AND RED L.E.D. STALL STARS - SUPPLIED AND INSTALLED BY CANOPY VENDOR 6 PREMANUFACTURED METAL ARCH CANOPY - SUPPLIED AND INSTALLED CANOPY VENDOR 7 BOLLARD <8> TRAFFIC ARROWS, TYP. 9 4" PAINTED STRIPES, TYP. 10 CURB RAMP 11 ORDER SPEAKER WITH DETECTOR LOOP 1 CAR STALL MENU / CANOPY POST (TYPICAL) 13 POLE MOUNTED FLOOD LIGHTS 14 CONCRETE CURB & GUTTER <1 5> CONC. WALKS AND PATIO <16>WHEEL STOP, TYPICAL 17 TRASH CANS ON 1'-8" x V-8" CONCRETE PAD 18 SONIC "ENTER" DIRECTIONAL SIGN 19 SONIC "EXIT" DIRECTIONAL SIGN H.C. PARKING SIGN o "DO NOT ENTER" SIGN "CAR HOP CROSSING" SIGN PREVIEW BOARD MENU BOARD MAGNETIC LOOP INDUCTION SYSTEM PORTABLE TRASH CAN CURB CUT SETBACK LINE GREASE INTERCEPTOR SEWER CONNECTIONS TO NEW SS STUB 2' DEDICATION NEW TREE P-3929003� EDGE OF EXIST. SIDEWALK TO BE REPLACED WITH PLANTING STRIP EXIST. IN -GROUND ELECT. VAULT EXISTING TREES TO BE REMOVED TO ACCOM STREET IMPROVEMENTS CONSULTANT: �i 5506 6TH AVE S. STE 202 SEATTLE, WASHINGTON 98108 ® (206) 443-9790 fx (202) 443-9875 CLIENT: OLYMPIC CASCADE DRIVE INS LLC PROJECT INFORMATION: V Z 0 SEAL: O z Q a W D J a�mx W � x W W x Z ZO Q W � W J V m W z H u) � J V z w F_ PROJECT NO.: . DRAWN BY: CM/SH CHECKED BY: MS ISSUE: DATE: STORM/DRAIN PERMIT 12/28/2016 BANKING PACKAGE 3/24/2017 REVISION: DATE: PARKING 3/17/2017 PROJECT LOCATION: 749 RAINIER AVE S. RENTON WA 98057 SHEET NUMBER / TITLE: Al 01 ■ ARCHITECTURAL SITE PLAN TOP, BOTTOM 8 SIDES STEEL CLIP L, TOP, BOTTOM ASIDES. CONTINUOOS STEEL FRAME, TOP, BOTTOM 3 SIDES. OFFOOTING,TYP. GARDEN WALL FOOTINGS BELOW SIDEWALK, TYP. SEE DETAIL S/A5.05 15 L @ TOP, BOTTOM & SIDES OF SCALE:Y=VGARDEN WALL WTx7.5 FASTEN FRAMES TO CLIP ANGLES, TYP. 6' WOVEN METAL MESH CONTINUOUS STEEL FRAME, TOP. BOTTOM 8 SIDES. 2x2x1/8 STEEL CLIP L, TOP, BOTTOM 6 SIDES. L @ INTERMEDIATE MEMBERS SCALE: Y=1'-4 GARDEN WALL i IOIA6.03 I + s I g i I 3j 1 I I 10/A6.03 � Ig$ I I 3 1 w 51A5.0 I ! i j( ry WTx 7.5 I L4x4zt14'Q TOP, BOTTOM & SIDES 9 PROVIDE HOLES IN FRAME BASE TO DRAIN WATER NOTE: 3/16' FILLET WELD ALL AROUND Q 4 x 4 x 114 L's8 WT x 7.5 CONNECTIONS 11 ELEVATION RDEN W SCALE: 1" =1'-0' GAALL ETAL MESH, TYP. COPE ANGLE WHERE ABUTTS WTx7.5, TYP. '� (4) #5 VERTICALS TYP. TOPOFACCESSABLEJ RAMP AT qIDEWAI K 51A5. w ♦ it o 1 I o I 1 1� + I + I 16'O CONCRETE nv. FOOTING, TYP. TYR TA' Y 4• TA 3-0 w0 I2' a R-3929004 10 PLAN sca.e r = ro- GARDEN WALL CONSULTR4T: p ITT 1 r 617 OTH AVE SOUTH SEATTLE. WASHINGTON 98104 © (206) 443-9790 N Q (202) 443-9875 N CUUM CASCADE DEVELOPMENT GROUP LLC J PROJECT INFORAVTION: a w � O � 0 W LLI0O0 I.LI m Z U) ❑ J U � Z Q ® W SEAL: 56 YITT ESTATE OT PROJECTNO- . DRAWN BY: SH CHECKEOBY: MS ISSUE: OATS: STOWMMN PERMIT 1728W016 REVISION: DATE PROJECT LOCATION: 735 HARDIE AVE SW RENTON WA 98057 SHEET NUMBER/TITLE: A6.03 GREEN WALL DETAILS w Q z C) w 0 ry a_ 3 O LW I SD CB RIM=23.80 Cn 0 0 0 CID 0 cn 0 CB RIM=23.88 IE 12"CPEP(E)=19.88 IE 12"CPEP(N)=19.78 JOINT -USE AND JOINT -MAINTENANCE OF OFFSITE STORM SYSTEM PER AGREEMENT WITH WALMART-RENTON. R=3' TRUCK PAVE NT AREA SEE DETAIL 1/SHE 7 OF 13 WHEEL STOP (TYP.) CURB AT DRIVEWAY ,� SURE (TYP.) SD SD N 1 STANID N/TE T ,-AREA SEE DETAIL 1/9HEET 7 12'x4' FIL RRA QUALITY TREATM T FA W/ INTE AL PASS J CUJRAOM SEE DETAIL 1 /SH1 ----------------------I — — — — — —— — — — — — — — — — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — ---------------------- O\ PORTION OF: NE1/4, NE1/4, SEC N89°10'29"W 140.01' I I 30' I NI N I // w I CB RIM-24.03 �I SEE DETAI 2/SHEET 6 OF 13 / CURB RAMP #3 SEFL DETAI 3/SHEE pin3 EGRESS EASEMENTI PER REC. NO. 9602201491 I TION 19, T. 23N., R. 05E., W.M. I I I I I I 40' I I I I � LlJ I Q I Lu I Q I I I = I SEER MAIN EXTENSION BYIOTHERS Jl I I \&K I '—STREET LIGHT POT DEDI�ATIONI -E / CTI O / SIDEWAL I / �. PLAN 102 / TAIL 5/SHEET 6 8 PLANTER I I STRIP. (VARIES I ELSEWHERE) I 1" IRRIGATION SERVICE 6� 1" DOMESTIC WATER SERVICE / I PATCH PER CITY TRENCH I / RESTORATION AND CIDi / OVERLAY REQUIREMENTS / THE T 1RE (111�P.) EE AkDSC PE PLAN I/ SD IRIM= 5.86 SO, ? ❑ I Q- I � r J ICV I / �w ® OUTDOOR SEATING / V NT aGN / RAM #4 / ETAIL 6/S ET 6 / I / NI ()TG ALL ELECTRICAL, PHONE AND CABLE SERVICES AND LINES SERVING THE PROPOSED DEVELOPMENT MUST BE UNDER GROUND. THE CONSTRUCTION OF THESE FRANCHISE UTILITIES MUST BE INSPECTED AND APPROVED BY A CITY OF RENTON INSPECTOR. PERMEABLE SIDEWALK 6" FREE DRAINING BASE W/ LESS THAN 5% MATERIAL PASSING #200 SIEVE BASED ON FRACTION PASSING #4 SIEVE MIRAFI 160N OR EQUIV. 5" THICK PERMEABLE CONC. PER INDUSTRY SPEC. MIN. PERC RATE 10" PER HOUR. 6" FREE DRAINING BASE W/ LESS THAN 5% MATERIAL PASSING #200 SIEVE BASED ON FRACTION PASSING #4 SIEVE SEE ALSO CITY STD. PLAN 261.10 SCALE: NTS 6" THICK PERMEABLE ASPHALT PER INDUSTRY SPEC MIN. PERC RATE OF 10" PER HOUR 2" CHOKER COURSE NOTES INSTALL APPROVED NON -WOVEN FILTER FABRIC TO BOTTOM AND SIDES OF EXCAVATION ACCORDING TO MANUFACTURER'S SPECIFICATIONS. FILTER FABRIC SHOULD BE WRAPPED UP SIDES TO TOP OF BASE AGGREGATE. OVERLAP ADJACENT STRIPS OF FABRIC AT LEAST 16 INCHES. SEE ALSO CITY STD. PLAN 261.10 PERMEABLE PAVEMENT SCALE: NTS N 0 O O W; IH H —� �— __/ a // ONSTRUCTION RECORD DRAWING �4 5 / / HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE � _ _ _ _ _ _ _ _ / INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE 2' �O W I / AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. / SLOP /AND UT LITITES EASEMENT PER EqORDIN NO 201110700036� NIKOLAI BOSSOFF 02/19/19 -3929005 NAME DATE 15' UTILITY EASEMEIN`T� O LICENSE # 29631 R REC. NO. 9704011446 Bos APPROVED FOR CONSTRUCTION was 6' SUBJECT TO ERRORS AND OMISSIONS EGRESS EASEMENT ' I O �oF Nrti O PER REC. NO. 9602201491 — —/ � �� cz / e BY: DATE. Ado �Fc S63e ��� Q BY: DATE: 50' I 50' �FSSIONAL ENNick Bossoff Engineering, Inc. U 191 NE Tari Lane BY: DATE: 1­4 Stevenson, WA 98648-4201 Z EXPIRES 7/2/19 Phone: (425) 881-5904 BY: DATE: �0 SURVEYED: SCALE: DATE: V PACE VERTICAL: NAVD 1988 "� Y 1»=20' HORIZONTAL: NA° 1983/1991 o C T Y 0 R E N TO N SONIC 02/19 /19 z DESIGNED: �� T NB + � + FIELDDOOK: 0 2117 NB RENT 0 N PAGE 2 CITY REVISIONS TKB 06 DRAWN: / / TKB ONE INCH DATUM �FN-ro CIVIL SITE & DRAWING NO 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. HORIZONTAL CONROL PLAN z NB IF NOT ONE INCH N0. REVISION BY DATE APPR APPROVED NB SCALE ACCORDINGLY SHEET: 2 OF: 16 Cl� w a z c) w O ry a_ 3 O W SD CB RIM=23.80 Cn 0 CB RIM=23.88 IE 12"CPEP(E)=19.88 IE 12"CPEP(N)=19.78 Cn 0 0 CAD 0 0 PROTECTION FENCING AROUND ""7FrE'- DRIP LINE OF SAVED TREES. WORK INSIDE DRIPLINES UNDER ARBORIST SUPERVISION. SEE DETAIL 1/SHEET 10 (TYP.) SAWCIJ`F "AVEMENT FULL DEPTH (TYP.) SEE CITY STD. PLAN 103 SILT SOCK FILTREXX OR EQUIV. SUMP. FIEL LOCATE. DIRECT SURFACE RUNOFF TO ;B INSERT (TYP.) 'ER CITY STD. PLAN 216.30 EXIST. UNDER D POWER SD II TO BE DECOMMISSIONED Y SD 1 I -- - - - - - - - - - I tv\ -- - - - - - - - - - - -- - 4 FEATURE LEGEND PUMP FORCE LINE EXIST. WATER LINE SS EXIST. SEWER LINE SD EXIST. STORM LINE - - PROPERTY LINE - - - - - - - - EXIST. EASEMENT (478) EXISTING CONTOUR SILT SOCK PORTION OF: N89°10'29"W 140.01' N ' �I �I NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. N SILT FENCE v, CB RIM-24.03 PER CITY STD. PLAN 214.00 N. WAY RF RFPI A(`FIl IAIITI--I (IRANI(`F IE 12"CPEP(N)=20.85 15' UTILITY EASEMET, 7, NO. 9704011446 ,,NqRI�OYL�824 EGRESS EASEMENT )flEGRESS EASEMENT I PER REC. NO. 9602201491 PER REC. N0. 9602201491 ® CB ASERT ROW DEDICATION PROPOSED EASEMENT EXIST. FEATURE TO BE REMOVED UP EXIST. UNDERGROUND POWER - - - EXIST. TREE DRIP LINE " SILT FENCE X TREE PROTECTION FENCE 30' EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 40' 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. W 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE Q REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR I FOR THE DURATION OF THE PROJECT. Q5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND 0 ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL Q SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE I = IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. I 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS I TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO E IST SEWALK I ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE T BE EMOVED TO OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE NIEARESf JOINT (TYP.) / ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO / PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. I 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM / DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. / 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC / COVERING, ETC.). I 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING I BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT I PROCESS. 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 / HOURS FOLLOWING A STORM EVENT. 13, AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN, ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 'PAVEMENT REMOVAL FOR TRENCH 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE EXCAVATION AND OVERLAY PER TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. �ITY'S TRENCH RESTORATION 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE IAr OVERLAY REQUIREMENTS NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE IRIM= 5.86 BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY 61) 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES / SO' CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. ADDITIONAL NOTES 1. THIS SITE HAS POOR SOILS AND A HIGH SEASONAL GROUNDWATER LEVEL. REFER TO GEOTECHNICAL ENGINEERING REPORT BY ZIPPER GEO ASSOCIATES, JANUARY 25, 2016, FOR RECOMMENDATIONS FOR SITE PREPARATION, DEWATERING, EROSION CONTROL, Q- SUBGRADE PREPARATION, SOIL STABILIZATION, UTILITY INSTALLATION, ETC. 2. DIRECT ALL RUNOFF AND DEWATERING TO THE BAKER TANK. LOCATE COLLECTION SUMP, OR SUMPS, AT LOW POINT AND PUMP INTO BAKER TANK. MINIMUM DEAD STORAGE VOLUME IN BAKER TANK TO BE 10,000 GALLONS. LIMIT THE INFLOW RATE TO THE BAKER TANK AT 70 GPM USING INLINE VALVE. 3. COVER SOIL AND STOCKPILES WITH ANCHORED PLASTIC SHEETING. 4. SEE SHEET 10 FOR POLLUTION PREVENTION AND SPILL CONTROL NOTES. / RECOMMENDED CONSTRUCTION SEQUENCE / 1. PRE -CONSTRUCTION MEETING. / \ w 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). / 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). / 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). / 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. Vy / 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND / GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND / SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. I I /AND UT LITITES EASEMENT EC�ORDIN NO 201110700036� I 50' 12. 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. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14 SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS CONSTRUCTION REC RD DRAWING 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF/FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE REC�RD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND RED INES. NIKOLAI BOSSOFF 02/19/19 NAME DATE LICENSE # 29631 P� B0 O� �F WAS/yI BS �e z T .0 29631 � FGIST e o�FSSIONAL 50' EN Nick Bossoff Engineering, Inc. 191 NE Tari Lane EXPIRES 7/2/19 Stevenson, WA 98648-4201 Phone: (425)881-5904 SURVEYED: SCALE: PACE VERTICAL: NAVD 1988 "� Y lee=20' HORIZONTAL: NAD 1983/1991 O CITY 0 DRAWN: DESIGNED: � �� T NB ' ' RENTON 2 CITY REVISIONS TKB 06/21/17 NB TKB �F o� ONE INCH DATUM NT 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/16 NB CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. NB E NOT ONE INCH N0. REVISION BY DATE APPR APPROVED: NB SCALE ACCORDINGLY B Y: B Y: B Y: B Y: R-3929006 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS RENTON SONIC T.E.S.C. PLAN N 0 O O l� rl W; n H DATE: DATE: DATE: U z DATE: �0 DATE: 02/19/19 V / z O z EUD PAGE: DRAWING NO: W SHEET: 3 `.T 16 w a z c) w 0 ry a_ 3 O W z O cn O z w ry SD CB RIM=23.80 Ln 0 0 0 cn 0 0 CB RIM=23.88 IE 12"CPEP(E)=19.88 IE 12"CPEP(N)=19.78 / 25.27 :��W TYPE I W/- SD SOLID ROUIND-LOCKING LID Y STD. PLAN 200`40 (TYP.) SD RIM=24.52 1. E. 80. - . E. 1�2'� 20.60 E, 12'x4' FIL RRA W TER - QUALITY TREATM T F ILITY W/ INTE AL YPASS RI =24.85 "=20.85 - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - tv\ ----------------------tk�5_ - EGRESS EASEMENTI PER REC. NO. 9602201491 I PORTION OF: N89°10'29"W 140.01' N ' �I �I �I �I CB RIM-24.03 N IE 12"CPEP(N)=20.85 15' UTILITY EASEMET, 7, NO. 9704011446 ,,NqRI�OYL�824 EGRESS EASEMENT PER REC. NO. 9602201491 ADDITIONAL NOTE 1. THIS SITE HAS POOR SOILS AND A HIGH SEASONAL GROUNDWATER LEVEL. REFER TO GEOTECHNICAL ENGINEERING REPORT BY ZIPPER GEO ASSOCIATES, JANUARY 25, 2016, FOR RECOMMENDATIONS FOR SITE PREPARATION, DEWATERING, EROSION CONTROL, SUBGRADE PREPARATION, SOIL STABILIZATION, UTILITY INSTALLATION, ETC. NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. 30' 40' iw , ro Q HEET i ECTOR (TYP.) SL=2.00% 62 I � BRIM-5.86 1 � 61) / Sp, 1 w� / - I I I I SLOP /AND UT LITITES EASEMENT PER EqORDIN NO 201110700036� I I I 50' 2 CITY REVISIONS TKB 06/21/ 1 CONSTRUCTION PERMIT SUBMITTAL TKB 12/28/ N0. REVISION BY DATE CONSTRUCTION REC RD DRAWING HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF/FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECRD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDINES. NIKOLAI BOSSOFF 02/19/19 NAME DATE LICENSE # 29631 P\ B0 O� �F WASyI BS A7 �c� �Q 0 T SURFACE WATER STANDARD PLAN NOTES 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4 - 8 INCH ROCK / 40 - 70% PASSING; 2 - 4 INCH ROCK / 30 - 40% PASSING; AND LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: A. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. B. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. C. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. D. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. E. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUBOUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). F. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. G. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). R-3929007 FGIST e o�FSSIONAL 50' EN Nick Bossoff Engineering, Inc. 191 NE Tari Lane EXPIRES 7/2/19 Stevenson, WA 98648-4201 Phone: (425)881-5904 SURVEYED: SCALE: PACE VERTICAL: NAVD 1988 Y 1»_2 0' HORIZONTAL: NAD 1983/1991 � O CITY OF BY: B Y: B Y: B Y: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS RENTON SONIC GRADING & DRAINAGE PLAN N 0 O O l� rl W; H H DATE: DATE: DATE: U z DATE: �0 DATE: 02/19/19 V / z 0 z EUD PAGE: DRAWING N0: Lu SHEET: 4 OF: 16 DESIGNED: NB D A TU M � T � RENTON FNT 0 7 NB DRAWN: TKB ONE 6 NB -INCH CHECKED: NB AT FULL SCALE IF NOT ONE INCH Planning/Building/Public Works Dept. APPR SCALE ACCORDINGLY APPROVED: NB w Q z C) w 0 ry n N 00 0 O O z O z w w gel Llrl I LLU I 3 LENGTH Int: htl', SECTION A -A LONG SIDE INLET CONFIGURATION PORTION OF: NE1/41 NE1/4, SECTION 19, T. 23N., R. 05E., W.M. LENGTH------JL-------- O LL UNDERDRAIN C l l C O i LL H ---------JL--- ---- B B w J z I _ z I J O 2 ❑ - -® it a zz 3 F- I 7 -- - - O U - - of i v I IL SDR 35 COUPLING I U O CAST INTO PRECAST VAULT WALL L __---_ L- BYPASS r12" IRRIGATION t0 L PORT, TYP. CURB 3 PLACES (NOT BY CONTECH) PLAN VIEW PLAN VIEW PLANT PROVIDED BY CONTECH TREE FRAME AND GRATE CLEAN OUT FRAME AND CAST INTO TOP SLAB COVER CAST INTO TOP SLAB TOP SLAB BYPASS CURB AND GUTTER (NOT BY CONTECH) -- - 4 MIN. SEE FILTERRAw/ TERRAFLUME CURB INLET ODETAIL SHEET �O a H U? a w TERRAFLUME Z TRAY 3"MULCH LAYER PROVIDED BY CONTECH SDR 35 OUTLET 21" FILTERRA MEDIA LAYER COUPLING CAST INTO BYPASS/ PROVIDED BY CONTECH PRECAST VAULT WALL UNDERDRAIN FLOWKIT 6" UNDERDRAIN STONE LAYER 4" 6" UNDERDRAIN PROVIDED BY CONTECH PROVIDED BY CONTECH (VARIES BY SIZE) SECTION B-B, SHORT SIDE INLET CONFIGURATION LONG SIDE CURB INLET DESIGNATION SIZE LENGTH WIDTH MAX. OUTLET/ BYPASS PIPE DIAL MAX. BYPASS FLOW (CFS) UNDER- DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0604 6 x 4 6'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0804 8 x 4 8'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0806 8x6 8'-0" 6'-0" 10'SDR35 2.37 4"SDR 35 (1)4'x4' FTIBC1006 10 x 6 10'-0" 6'-0" 10' SDR 35 2.37 6" SDR 35 1 4' x 4' F FIBC1204 12 x 4 12'-0" 4'-0" 8" SDR 35 1.89 4" SDR 35 (2) Tx 3' F FIBC1206 12 x 6 12'-0" 6'-0" 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' F FIBC1307 13 x 7 13'-0" T-0" 10" SDR 35 2.37 6" SDR 35 (2) 4' x 4' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE m A 0 SHORT SIDE CURB INLET DESIGNATION SIZE LENGTH WIDTH MAX. OUTLET/ BYPASS PIPE DIAL MAX. BYPASS FLOW (CFS) UNDER - U DRAIN PIPE DIA. (PERF) TREE GRATE QTY. & SIZE FTIBC0406 4 x 6 6-0" 4'-0- 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0408 4 x 8 8'-0. 4'-0" 8" SDR 35 1.89 4" SDR 35 (1) Tx 3' FTIBC0412 4 x 12 12'-0" 4'-C' 8" SDR 35 1.89 4" SDR 35 (2) Tx 3' FTIBC0608 6 x 8 8'-0. 6'-0. 10' SDR 35 2.37 4" SDR 35 (1) 4' x 4' FTIBC0610 6 x 10 10'-0" V-0" 10' SDR 35 2.37 6" SDR 35 (1) W x 4' TIBC0612 6 x 12 12'-0" 6'-0. 10' SDR 35 2.37 6" SDR 35 (2) 4' x 4' HFTIBC0713 7 x 13 13'-0" T-0" 10' SDR 35 2.37 6" SDR 35 (2) 4' x 4' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE If i [terra, * DIMENSIONS MAY VARY t Yz" DEPENDING ON PRECASTER BUILD CONFIGURATION. GREASE INTERCEPTOR SINGLE VAULT SYSTEM 600-7000 Gallon System Dim "A" Clear Access Opening Grout Both Sides / / Precast Divider \, / Vent Pipes Optional PLAN VIEW Slot Both Sides ­J­ Contractor To Core Drill Or Knockout Pipe Hole In Field Knockout Typical Ll A n1 1" Draft w V-0" o o DETAIL 1 Locking Frame & Cover Air & Gas Tight 3 Places (2 Places On 577-GA) N Inspection Tee INLET - Typical 71 t - - OUTLET Tee or cJ Q Elbow - cfl - E 0 0 Dim "E" o - Water Depth ! D ! E 0 CO N a. :Q Grout All Around Slot 2 Len Both Sides 1 3 Length 3 Length SECTION VIEW AA Gallon Capacity 600 800 1000 1500 2000 2500 3000 4000 5000 6000 7000 UV Co. Model No. 577-GA 577-GA 4484-GA 5106-GA 612-GA 612-GA 712-GA 712-GA 814-GA 818-GA 818-GA Dim "A" 7'-0" 7'-0" 9'-0" 11'-2" 12'-8" 12'-8" 13'-l" 13'-l" 15-7" 19'-ll" 19'-ll" Dim "B" 4'-8" 4'-8" 5'-0" 5'-8" 6'-8" 6'-8" 8'-0" 8'-0" 9'-7" 9'-11" T-11" Dim "C" 7'-0" 7'-0" 7'-2" 1 7-2 8'-0" 8'-0" 8'-0" 8'-7" 8'-7" 10'-0 1/2" 10'-5" 10'-5" Dim "D" 3'-7" 4'-8" 4'-2" 4'-3" 4'-7" 5'-6 1/2" 5'-1" 6'-8" 7'-4" 7'-1" 8'-0" Water Depth Dim "E" 1 3'-3" 1 4'-4" S-10" 1 3'-11" 11 3'-9 1/2" 1 4'-9" 4'-8" 1 6'-3" 1 6'-1" 5-8" 1 6'- Design Criteria: Uniform Plumbing Code - Appendix H Number Of Meals Waste Flow Retention Storage Capacity Per Peak Hours x Rate x Time x Factor In Gallons Notes: 1. Concrete: 28 Day Compressive Strength f'c = 7000 psi 2. Rebar: ASTM A-615 Grade 60 3. Mesh: ASTM A-185 Grade 65 4. Design: ACI-318-02 Building Code ASTM C-857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H-20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees 8. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer lal�ll���lileEll U • P.�'� ."H.i...� eta.. 'II �INIILINS Iniulall o ) SECTION C-C SQUARE INLET CONFIGURATION SQUARE CURB INLET MAX. MAX. UNDER - U TREE OUTLET/ BYPASS DRAIN GRATE DESIGNATION SIZE LENGTH WIDTH BYPASS FLOW PIPE DIA. QTY. & PIPE DIAL (CFS) (PERF) SIZE FTIBC0404 4 x 4 4'-0" 4'4" 6" SDR 35 1.42 4" SDR 35 (1) Tx 3' FTIBC0606 6 x 6 6'-0" 6'-0" 8" SDR 35 1.89 4" SDR 35 () 3' 1 x 3' INTERNAL PIPE CONFIGURATION MAY VARY DEPENDING ON VAULT SIZE 1. Not used.; 2. All ramp and landing edges shall be separately formed,. :�. utilities structures that must remain are to be made non-stip or non-skid, 4: Utilities structures such as vaults and junction boxes shall not be located in the Pedestrian Access Route (PAR) of.the Pedestrian Circulation Route. 5. Drainage appurtenances, such as manholes, catch basins; etc, shall not be located in the PAR, These should belocated in the street or. the buffer strip.. Fr,. Accessible pedestrian access shall be provided for during construction.. T :0 STD. PLAN 1021 PUBLIC WORKS UTILITY PLACEMENT 9 DEPARTMENT CEMENT CONCRETE SIDEWALK 2 CITY REVISIONS 1 CONSTRUCTION PERMIT SUBMITTAL NO. REVISION FACE OF CURB 1:24. € - I f2• R. ` ROA15WAY CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6112" FLUSH WITH GUTTER -. PANAT SIDEWALK 3 RAMP ENTRANCE. 1 i2 \ t 1:24 / TOP OF 112" R. { ROADWAY I T: 6, DEPRESSED CURB SECTION AT SIDEWALK RAMPS i 6 CEMENT. CONCRETE. 1/2" R. ., 1"'R SIDEWALK RAMP VARIES _. / OR LANDING FROM + a WTOO n v p 3/8" PREMOLDiD _ JOINT FULLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALKK:ROMPS AND LANDINGS FACE OF ADJACENT CURB 61l2 "� r SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF .. T, 1 /2°' 1i" /l7 ROADWAY f J 2" -.tea._ u*A P n DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR CCMMERCIAL DRIVEWAYS SEE STD PLAN 1tl4.2. FACE of CURB' 6,117 112" R -FACE OFADJACENT CURB j T 1 TOP OF ROADWAY GUTTER SURFACE CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DWVEWAYS; AND ALLEYS GENERAL NOTES;_ 1. See standard plans ID2 and IIII A for curb expansion airod rx�rlttactian joint sp nelrg, 2. Not used. 3_ For Depressed Monolithic Driveway C,j&. B GLAer Sectlan, See Standard Plan 104:2 - STD. PLAN- 101 ,a PUBLIC WORKSCEMENT R T RES PR DEPARTMENT Gre 2tommeeirsn, Public Works AdministratDr CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 NAME LICENSE # 29631 SURVEYED: PACE DESIGNED: NB TKB 06/21/17 NB DRAWN TKB TKB 12/28/16 NB °"EIKED: NB BY DATE APPR ARRR°VEDNB I RC (IWD meµ= ;�-, i`.... iris' nitdM R. MP } -. CURB NOT INCLUDED IN SiDITEM--- S E RAISED € , E RALSE ae N T�aEraQ_DEa- 1'-C i %OF -WALK .. DETAIL -THIS -SHEEN i 1JOINT FftLEEI ALL GUT Ikf.Y r aaNTaAle. 1- SLOPES yy;;ff�"j R WITH RAISED EDGE URB NOT INCLUDED IN SiG rMM -. a aN JED r=T BILLER Fgi1SHED GRADE 1" s FACE - +ti" SIDEWAL!<.TaP DP CONCRETE $L€iRFAGE AOJA ,I PS tit. (SEE CONTRACT) fimJ WNG 1rr ON) R. crSiP.} CURB NOT I R14CLUDEOIN 810ITEM -: are^tiN1 � ;. _.... BRIDGE OR PEDESTRIAN - PREMOLDED +-' WAL.OR:SARRIER. RAILING "- JOINT FILLER ADJACENT. TO CURB BARRIER -SEE SIDEWALK... � ..R {RIE.EPFILI:SLOPE5J_ . ... WALL OR BARRIER CONTRACT PLANS i tSEE CONTRALTI IQ^(INIR QYP.I : - _. SIDEWALK EIi.I3Sw"i :... CUR81TINCLUDED IN BID ITEM - I :I a �NEMOLDEQ vtanSSEEDET DETAIL a rnIcRtTYPs. * ADJACENT TO CURB ':ND RAILING OR WALL 31S " (INI PREMOLDED JOINT FILLER �I...J.�.�L SIDEWALK BiFERTR ISEE CONTTRAan (BEENOTE 10) SIDEWALK ADJACENT TO WALL DETAIL vafiat R. cURS NOT INCLUDED IN BID ITEM - UIP 1?2' IIN1 R.< FIMSHED GRADE 1- (tN) BELOW TOP OF CONCRETE SURFACE FOR PLANTING -FLUSH IF PAVEp-: E1111B ADJACENTTOBUFFERSTf31P+ • * + . f � ..,.BROOMEO F€NtEtI ,� r a-wlos, sMaaTr,- 1" TROWELED PERIMETER J RAISED: EDGE DETAIL EXTEND SIDEWALK TRANSVERSE JOINTS TO INCLUDE RA S 151) EDGE F.MENT CONCRETE CURB' G ,* .„ ' .✓"I„`".,,,.F� -CURBANO GtJTTERSHOWN :4T INCLUDED IN BID ITEM For NOTES see STD PLAN 104 2 ¢ Paved surfaces must comply w' y STD PLAN 102.1 as applicable s.t ; 318' 3 f CONTRACTION JOINT �. N SIDEWALK kTiY € S L O � -•ram- � � r .b � .. -w ,�,.`"` '"✓ '. �: ._'::L"daLx f SIE STD PLAN bCll02, . z_ f hM^'^' t r` `.. m;It5WANDFINISH PREMOLDED JOINT FILLER ... DETAIL .... E _. EXPANSION JOINT' C :. CONTRACTION JOINT STD. PLAN - 102 a PUBLIC `FORKS CEMENT CONCRETE -"- + + PPR0 'ED: 5 DEPARTMENT SIDEWALK AT* Gregg Zimmerman, Public Works Administrator 6" 12" LANDSCAPE ISLAND SLOPE AND THICKNESS TO MATCH ADJACENT PAVEMENT CEMENT CONC. VERTICAL CURB AND GUTTER SIMILAR TO COR STD. PLAN 101 TENSAR BX 1100 GEOTEXTILE PER MANUFACTURERS INSTRUCTIONS. SEE ALSO SOILS REPORT BY ZIPPER GEO ASSOCIATES, LLC JANUARY 25, 2016 PAVEMENT SECTION DATE P\ B0 O� O WAS I SS h� 0 Z 29631 a � FGIST E? O�FSSIONAL Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 EXPIRES 7/2/19 Phone: (425)881-5904 SCALE: VERTICAL: NAVD 1988 Y 1 °°-20' HORIZONTAL: NAD 1983/1991 O CITY 0 C1 4: -� RENTON ONE INCH DATUM �FNT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY STANDARD: 3" HMA CL J/2" P6 64-22 TRUCK AREAS: 3Y" HMA CL Y2" PG 64-22 STANDARD: 4" CSBC (WSDOT 9-03.9(3)) TRUCK AREAS: 5" CSBC (WSDOT 9-03.9(3)) STANDARD: 5" GRAVEL BORROW (WSDOT 9-03.14(1)) TRUCK AREAS: 6" GRAVEL BORROW (WSDOT 9-03.14(1)) 12" MIN. COMPACTED SUBGRADE 95% OF MDD PER ASTM D1557 (MODIFIED PROCTOR). SEE SOILS REPORT FOR SUBGRADE PREPARATION. M N 00 0 SCALE: NTS R-3929009 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: U z BY: DATE: /0 DATE: V / RENTON SONIC 02/19/19 z FIELDDOOK: PAGE 0 DETAILS DRAWING N0: z LU SHEET: 7 OF: 16 AN 0 I LW I LL U z Z 0 C� w r z 0 w 3 EXISTING ASPHI PAVEMENT SAWCUT (SEE NOTE 2) ARTERIAL STREET MINIMUM 7" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK RESIDENTIAL STREET MINIMUM 4" HMA (or ACP Class B) (SEE NOTE 1), OVER 6" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0" BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT 'THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. F►'jIM11 IIIIIIIIIIIIIIIH2111111zE9Will PUBLIC WORKS I DEPARTMENT W" [13mm] LETTERING BOLTHOLES-3 PLCS EQUALLY SPACED 120' DRA jN T APART ON 23 1/16" (586mm) DIA B.C. S ® sT�� cQ RENTON AHEAD OF THE CURVE DRAIN (1) 1' (25mm) DIA PICKHOLE COVER BOTTOM VIEW 1 114" [32mm] LETTERING PLAN VIEW O 25" DIA. [635mm] [25mm] 3/4" [79mm] ►� 8 2 1/2'' [22222mm] [84mm] TYP COVER SECTION VIEW 26 1/2' DIA [673mm] 25 1/4" DIA [641mm] 111161 [27mm] F�NE.(IIMIEMN DIA E GASKET 6" [152mm] vs., 23 3/6" DIA CL OPEN [16mm] [594mm] 27 5/15" DIA [694mm] 34 1/8" DIA [867mm] FRAME SECTION VIEW (3) BLT SOC. (ALLEN HEAD) 5/8"-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4" [6mm] 11/18" [27mm] 1/8' [3mm] [R3mm] GASKET GROOVE DETAIL NOTES I ALL COVERS SHALL BE LOCKING LID PER EASTJORDAN IRON WORKS INC. No. 3717C1 OR APPROVED EQUAL. SM 'CY * PUBLIC WORKS STORM ROUND FRAME AND COVER' PLAN - 204.50 DEPARTMENT �N tp MARCH 2O08 PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. MIN MIN MIN MIN MIN 2" CLAS *2" TO 6" C OR C 6.5' MIN. 2" DEPTH OF GRIND OR SAWCUT AND REMOVE 6.5' MIN. 1' 1' 2.5' MIN MIN MIN MIN MIN 2" CLASS `B' CRUSHED ROCK, FLOWAhL, I ILL OR AS REQUIRED BY ENGINEER * FOR MINIMUM STANDARDS, SEE DWG# HR-05, SP PAGE H032 JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 6' MAX. u � POST SPACING MAYBE INCREASED TO 8' IF WIRE BACKING IS USED OF CURB OR OF PAVEMENT ;ENTER LINE OR ANE LINE S* D SURFACING TOP COURSE TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT STY p ADOPTED I6 CITY OF RENTON STANDARD PLANS i N LST DATE:02/05 DWG. NAME: H032-1 SP PAGE: H032.1 2N2" BY 14 Ga. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC MINIMUM 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE SOIL 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTES 1. CONDITION OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MOST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MOST MET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MOST BE AVAILABLE ON SITE. 30-100SIEVESIZE(0.60-0.15MM) FORSILTFILM A05 (ASTM D4751) 50-100 SIEV E SIZE (0.3M.15MM) FOR OTHER FABRICS WATER PERMITTIVITY(ASTM D491) 002 SEC^-1 MINIMUM GRAB TENSILE STRENCHT(ASTM D4632) 180LBS. MIN. FOR EXTRASTRENGH FABRIC 100 LBS. MIN. FOR STANDARD STRENGHT FABRIC GRABTENSILE ELONGATION (ASTM D4632) 30%MAX. ULTRAVIOLATE RESISTANCE(ASTM D4355) 70%MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HA V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4X4 TRENCH MAY NOT BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIR IMMEDIATELY. 3.2. IF CONCENTRATED FLOES ARE EVIDENT UPHILL OD THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVED THE TRAP SEDIMENT. 3.4. SEDIMENT MOST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. STD. PLAN - 214.00 + + PUBLIC WORKS SILT FENCE DEPARTMENT gN gyp$ MARCH 2O08 FRAME AND VANED GRATE n�A 3p, 5 s• 6" OR 12" ONE #3 BAR HOOP FOR 6" HEIGHT TWO 93 BAR HOOPS FOR 12" HEIGHT RECTANGULAR ADJUSTMENT SECTION 6�R NOTES � a Olt- Q� #3 BAR EACH CORNER F #3 BAR EACH SIDE #3 BAR EACH WAY PRECAST BASE SECTION #3 BAR EACH CORNER 18" MIN #3 BAR HOOP PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR 12" PLAIN CONCRETE ALL METAL PIPE 15" CPSSP* 12 (STD. SPEC. 9-05.20) SOLID WALL PVC 15" (STD. SPEC. 9-05.12(1)) PROFILE WALL PVC 15" (STD. SPEC. 9-05.12(2)) * CORRUGATED POLYETHYLENE STORM SEWER PIPE 1. As acceptable alternatives to the rebar shown in the PRECAST BASE SECTION, fibers (placed according to the Standard Specifications), or wire mesh having a minimum area of 0.12 square inches per foot shall be used with the minimum required rebar shown in the ALTERNATIVE PRECAST BASE SECTION. Wire mesh shall not be placed in the knockouts. 2. The knockout diameter shall not be greater than 20". Knockouts shall have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5" minimum gap between the knockout wall and the outside of the pipe. After the pipe is installed, fill the gap with joint mortar in accordance with Standard Specification 9-04.3. 3. The maximum depth from the finished grade to the lowest pipe invert shall be 5'. 4. The frame and grate must be installed with the flange down. 5. The Precast Base Section may have a rounded floor, and the walls may be sloped at a rate of 1:24 or steeper. 6. The opening shall be measured at the top of the precast base section. 7. All pickup holes shall be grouted full after the basin has been placed. B. All grade rings and castings shall be set in mortar in accordance with Standard Specification 9-04.3. SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION �Y STD. PLAN - 200.00 �i► �� PUBLIC WORKS CATCH BASIN TYPE 1 O DEPARTMENT MARCH 2O08 2 CITY REVISIONS TKB 1 CONSTRUCTION PERMIT SUBMITTAL TKB NO. REVISION BY T-92" DEPTH: 3.52' TO IE OUT 44.. CONVERSION RISER #45 EACH SIDE OF OPENING ONE #4 BAR HOOP �Y STD. PLAN - 200.40 PUBLIC WORKS CONVERSION RISER O DEPARTMENT MARCH 2O08 CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 a J NAME DATE R-3929010 LICENSE # 29631 Q APPROVED FOR CONSTRUCTION P� B� O F WASyI SS SUBJECT TO ERRORS AND OMISSIONS o o BY: DATE: FG IST �631��Q ��� O�FSSIONAL Q BY: DATE: E Nick Bossoff Engineering, Inc. U 191 NE Tari Lane BY: DATE: I� Stevenson, WA 98648-4201 z EXPIRES 7/2/19 Phone: (425) 881-5904 BY: DATE: /0 SURVEYED: PACE SCALE: 1»=20' VERTICAL: NAVD 1988 HORIZONTAL: NAD1983/1991 DATUM 1dDATE Y ° CITY 0� Q� + + �F o� RENTON NT Planning/Building/Public Works Dept. RENTON SONIC DETAILS DATE: 02/19/19 V / z O 7� DESIGNED: NB FIELDBOOK: PAGE: ;/21 /17 NB DRAWN: TKB ONE INCH DRAWING N0: /28/16 NB CHECKED: NB Al FULL SCALE IF NOT ONE INCHLU SCALE ACCORDINGLY APPR APPROVED :NB SHEET: OF: 16 gel W Lil U ::5 I__q z Z 0 C) /A W V � z O z W W 3 DRIVEWAYS SHALL BE PAVED TO THE EDGE 3 OF R-O-W PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE O AVOID E-X�s�`NGROPP / DAMAGING OFF THE ROADWAY IT IS RECOMMENDED THAT THE R = 25' MIN. ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS 4"-B" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS \' �J PROVIDE FULL WIDTH OF NOTES '(\ INGRESWEGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. GRAB TENSILE STREBNGTH (ASTM D4751) 200 PSI MIN. GRABTENSILE ELONGATION (ASTM D4632) 30% MAX. MULLEN BURSTSTRENGTH ASTMD3786-80A 400PSI MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN ARES THAT WILL BOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.2. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.3. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF THE WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASHED WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONDUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. Y STD. PLAN — 216.10 + PUBLIC WORKS STABILIZED DEPARTMENT CONSTRUCTION ENTRANCE MARCH 2O08 L 120 VOLT ELECTRICAL OUTLET FOR J HEAT TAPE. INSTALL HEAT TAPE 3 FOR FREEZE PROTECTION CENTER BACKFLOW I w PREVENTER IN O REDUCED PRESSURE ENCLOSURE a BACKFLOW ASSEMBLY o (RPBA) 3" MIN. 3" MIN. INSULATED ENCLOSUR 3" MIN. "HOT BOX" OR EQUAL 3/8" X 4" ANCHOR BOLTS PER MANUFACTURER `Q 3" MIN. CONCRETE SLAB z UNION FINISHED iv GRADE FINISHED GRAD � r 2" 00 DRAIN z SEE NOTE 4 6" MINIMUM SLEEVE FREE DRAINING (TYP.) GRAVEL z CONNECT TO N WATER METER IMMEDIATELY ADJACENT TO RPBA FLOW — INSTALLED W/ APP'D. TO OWNERS ELECTRICAL PANEL. FRONT VIEW MATERIAL PER UPC DIRECT BURIAL OR IN RIGID METER SIDE (SIZE AS REQ.) CONDUIT PER ELECTRICAL SIDE VI EW PERMIT REQUIREMENTS. NOTES: 1. ALL REDUCED PRESSURE BACKFLOW ASSEMBLIES (RPBA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE RPBA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE RPBA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE RPBA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALSIT, FAX NO. 425-430-7241. 4. DRAIN SHALL BE SIZED IN ACCORDANCE WITH AWWA CROSS CONNECTION CONTROL MANUAL STANDARDS 3" DRAIN FOR 1" OR SMALLER RPBA's, 4" DRAIN FOR 1.5" TO 2" RPBA's, 6" FOR 3" RPBA's. 5. RPBA AND ENCLOSURE SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. �o + PUBLIC WORKS REDUCED PRESSURE BACKFLOW PLAN — 350.2 O DEPARTMENT ASSEMBLY IN HOT BOX MARCH 2O10 �'NTC PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. DRAINAGE GRATE GRATE FRAME D SEDIMENTAND DEBRIS r v� r FILTERED WATER 5" MAX. TRIM n.a v OVERFLOW BYPASS r v BELOW INLET GRATE DEVICE r o A A A SECTION VIEW DRAINAGE GRATE REC- ISOMETRIC VIEW NOTES 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service. 2. The BIGD shall have a built-in high -flow relief system (overflow bypass). 3. The retrieval system must allow removal of the BIGD without spilling the collected material. 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). -M (FYP.) Y � PUBLIC WORKS CATCH BASIN FILTER STD. PLAN - 216.30 DEPARTMENT it+N,tO MARCH 2O08 — RECESSED y '+ LIFT POCKET ® 3/4" LETTERING "SEWER" SEWER a (2) BOLT SOC. (ALLEN HEAD) — 5/8" — 11 X 1.5 STAINLESS ® STEEL REF. PART #00981177 1-3/16" 8" CLF ,..,,.` ASPHA 5/F>Lln== 1-1/8" I' 2-1/4" CAST IRON RING AND COVER BOLT DETAIL 45' (1 /8) BEND Not to Scale FRAME tTOTES: 1. 8" AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC. No. 3698 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. 2 CITY REVISIONS 1 CONSTRUCTION PERMIT SUBMITTAL N0. REVISION 13"x24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9" MIN 12" MAX FINISH GRADE maw CITY PIPING J I IN UNIMPROVED RIGHT OF K I WAY INSTALL METER BOX AT PROPERTY LINE WITH 12" w LONG COPPER TAILPIECE. w' I SIDEWALK a I TOUCHREAD WATER METER TO BE PRIVATE PIPING SUPPLIED BY THE 12 z x , 36" MIN COVER a CITY > TYPE "K" SOFT o 0 COPPER TUBING "5 0 22-1 /2' !!! NEW DUCTILE IRON WATERMAIN IF SERVICE LINE TO HOUSE IS 3/4" OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED INSTALL FORD C14-33 OR 44 FIPT PLUG x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"0/4" METER: FORD SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQ033, OR MUELLER: 3/4—B-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1—B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" FB1000-4-0) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST—IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. L4A— A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE 2-1/2" MIN. FROM NEAREST AND FRONT EDGE OF PIT LID TYPICAL RIB NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. Y G°� 0 PUBLIC WORKS 34' AND 1" WATER SERVICE STD. PLAN — 320.1 + � � �NTO� DEPARTMENT NOVEMBER 2000 r— L-HIN TO CITY METER STACKED METER SECTION\_6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS —CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241, 4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. Y �tiz o 3 4 " TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8 PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR �- DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 �'NTO CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 NAME DATE LICENSE # 29631 S-3929002 W-3929002 R-3929011 P\ B O� OF WAS,y�SSO A7 0 z ,1 o � 2963 "GIST E� FSSIONAL �N��� Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 EXPIRES 7/2/19 Phone: (425)881-5904 SURVEYED: SCALE: PACE VERTICAL: NAVD 1988 Y 1"-20' C) HORIZONTAL: NAD 1983/1991 O CITY 0 DESIGNED: �� — T NB DRAWN: RENTON TKB 06/21/17 NB TKB ONE INCH �FN-T TKB 12/28/16 NB CHECKED: DATUM NB AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY NB B Y: B Y: B Y: B Y: APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS F)ATF- RENTON SONIC DETAILS F)ATF- DATE: DATE: N 00 0 0 U z �O DATE: V / 02/19/19 EUDz PAGE: O DRAWING N0: z u..i SHEET: 9 OF: 16 w a z C) w CD ry a_ 3 O Lu WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-Y4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43- 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. PORTION OF: NE1/4, NE1/4, SECTION 19, T. 23N., R. 05E., W.M. r PAVEMENT BASE C SAND LAYER (IF REQUIRED), SEE NOTE 4 12" MIN, ABOVE SEASONAL HIGH GROUNDWATER OR O HYDRAULICALLY SUBGRADE, SEE'-�.�E 3 - tR s RESTRICTIVE LAYER PERVIOUS CONCRETE/POROUS ASPHALT ........ _ _...® MINIMUM MATERIAL THICKNESS {IN): RESIDENTIAL STREETS AND PEDESTRIAN ALLEYS PERVIOUS POROUS PERVIOUS POROUS LAYER MATERIAL TYPE' CONCRETE ASPHALT CONCRETE ASPHALT (IN) (IN) (IN) (IN) �:✓ PERMEABLE PAVEMENT, SEE NOTE 1 6 6 5 4 ( F3 I CHOKER COURSE 0 2 0 2 AGGREGATE BASE.. SEE NOTE 2. 6 6 6 4 NOTES: 1. PERMEABLE PAVEMENT THICKNESSES LISTED FOR POROUS ASPHALT INCLUDE WEARING COURSE AND ASPHALT TREATED PERMEABLE BASE (ATPB) WHEN UTILIZED. CHOKER COURSE REQUIRED WHEN ATPB IS USED, 2, RUNOFF STORAGE REQUIREMENTS MAY REQUIRE A THICKER AGGREGATE BASE. HYDRAULIC MODELING RESULTS SHOWING THE REQUIRED AGGREGATE BASE THICKNESS FOR STORMWATER CONTROL MUST BE SUBMITTED. 3. PREPARE AND PROTECT SUBGRADE PER APWA GSP 2-06.3(3) SUBGRADE FOR PERMEABLE PAVEMENTS, COMPACT TO A DEPTH OF W TO 90%-92% OF MAXIMUM DENSITY PER WSDOT 2-03.3(14)D. OVERCOMPACTED SUBGRADE SHALL BE SCARIFIED TO 8- MIN. AND RECOMPACTED. 4PERMEABLE PAVEMENT SHALL BE DESIGNED WHERE THE SOIL BENEATH THE BMP MEETS A MINIMUM ORGANIC MATTER CONTENT OF 1.0%AND A MINIMUM CATION EXCHANGE CAPACITY OF 8 MILLIEQUIVALENTS PER 100 GRAMS, A 6INCH SAND LAYER MUST BE INCLUDED IN THE DESIGN BENEATH THE PERMEABLE PAVEMENT IF THE SOIL DOES NOT MEET THESE PROPERTIES. GENERAL NOTES: 1. REFER TO WSDOT LOCAL AGENCY GENERAL SPECIAL PROVISIONS (GSPs) DIVISIONS 2-9 APWA GSPs. AND WSDOT STANDARD SPECIFICATIONS. 2. POROUS HMA SHALL CONFORM TO REQUIREMENTS OF APWA GSP 5.04. 3. PAVEMENT BASE SHALL BE INSTALLED PER APWA GSP 4-04.3(5) SHAPING AND COMPACTION.', 4. PERMEABLE ASPHALT TREATED BASE (PATS) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-SA2, CRUSHED SURFACING CHOKER COURSE (CSCC) SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.2(9-03.9(2)).Opt2. S. PERMEABLE BALLAST SHALL CONFORM TO THE REQUIREMENTS OF APWA GSP 4-04.299-03.9(2)).Optt. 6. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS AND OTHER UTILITY PROVIDER REQUIREMENTS. REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND STANDARD PLANS 265.10 AND 265.20. 7. PERMEABLE PAVEMENT SHALL BE DESIGNED OR REVIEWED BY A LICENSED ENGINEERING GEOLOGIST OR GEOTECHNICAL ENGINEER. FOR ALL APPLICATIONS, PAVEMENT DESIGNS MUST BE PREPARED BY AN ENGINEER LICENSED IN WASHINGTON STATE.', 8. ACCEPTANCE TESTING FOR SIDEWALKS, PATHS AND VEHICULAR PAVEMENT LESS THAN 2.000 SF SHALL BE AS FOLLOWS: PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES APPROVAL WITH 5 GALLON BUCKET TEST, WATER TRUCK, OR ASTM C1701 USING A 12-INCH RING SEALED AT THE PAVEMENT SURFACE, 9. ACCEPTANCE TESTING FOR ROADWAYS AND PARKING AREAS OF 2,000 SF OR GREATER SHALL HAVE A MINIMUM INFILTRATION RATE OF 100 IN1HR PER ASTM C1701 AND APWA GSP 5-04.3 AND 5-06.3(6), 10. ROADWAYS, DRIVEWAYS, AND PARKING LOTS SUBJECT TO VEHICLE LOADING SHALL MEET STRUCTURAL REQUIREMENTS OF CITY OF RENTON TRANSPORTATION DEPARTMENT STANDARDS FOR EOUIVALENT NON -PERMEABLE PAVEMENT TYPES. 11, REFER TO THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (S) aMM)FOR ADDITIONAL REQUIREMENTS PER SWOM C.2-7 12, FOR PERMEABLE PAVEMENT INSTALLATIONS ON SLOPES GREATER THAN 5%, CHECK DAMS AREA RI C;UIRED PER STD PLAN 261.20. UNLESS OTHERWISE NOTED, DRAWING 15 NOTTO SCALE I lT_; PUBLIC' v`RKs PERMEABLE PAVEMENT MATERIAL AFOVED STD. PLAN - 261.10 DEPARTIVIENT SECTIONS - PERILS CONCRETE AND .. I POROUS ASPHALT DRIPLINE BEDDING MATERIAL SANITARY .. NOTE FOUNDATION W (SEE NOTE 7) LIMITS OF PIPE ZONE lMl 211 NO TIE I. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES, 31. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. H'IAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS. 5. PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)' OF THE STANDARD SPECIFICATIONS OR PEA GRAVEL. 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED. 7. TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. PLAN PUBLIC O. PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS TREE PROTECTION DURING CONSTRUCTION 1. 6-FT. 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-IN DIA. 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. TREE PROTECTION 2 I CITY REVISIONS TKB 106/21/171 NB 1 CONSTRUCTION PERMIT SUBMITTAL TKB 112/28/161 NB w N0. REVISION BY DATE APPR w J SURVEYED: PACE DESIGNED: NB DRAWN: TKB CHECKED: NB APPROVED: NB SCALE: NTS SCALE: CONSTRUCTION RECORD DRAWING I HEREBY DECLARE THAT TO THE BEST OF MY KNOWLEDGE THE INFORMATION PRESENTED ON THESE PLANS REPRESENTS THE AS -CONSTRUCTED CONDITIONS AS OF FEBRUARY 19, 2019. THE INFORMATION SHOWN ON THESE RECORD DRAWINGS WAS COMPILED FROM CONTRACTOR NOTES AND REDLINES. NIKOLAI BOSSOFF 02/19/19 NAME DATE LICENSE # 29631 /P\90 WASyI SS A7 �e z T POLLUTION PREVENTION AND SPILL CONTROL STORAGE AND HANDLING OF LIQUIDS 1. MINIMIZE AMOUNT OF LIQUIDS STORED ON SITE. 2. STORE AND CONTAIN LIQUID MATERIALS IN SUCH A MANNER THAT IF THE TANK IS RUPTURED OR LEAKS, THE CONTENTS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE WATERS, OR GROUNDWATER. TYPICALLY THIS MEANS INSTALLING SECONDARY CONTAINMENT, SUCH AS A LINED EXCAVATION, LARGER CONTAINER, OR USING A DOUBLE -WALLED TANK OR SIMILAR COMMERCIALLY AVAILABLE CONTAINMENT FACILITY. 3. PLACE TIGHT -FITTING LIDS ON ALL CONTAINERS. 4. ENCLOSE OR COVER THE CONTAINERS WHERE THEY ARE STORED TO PROTECT FROM RAIN. THE LOCAL FIRE DISTRICT MUST BE CONSULTED FOR LIMITATIONS ON CLEARANCE OF ROOF COVERS OVER CONTAINERS USED TO STORE FLAMMABLE MATERIALS. 5. RAISE THE CONTAINERS OFF THE GROUND BY USING A SPILL CONTAINMENT PALLET OR SIMILAR METHOD THAT HAS PROVISIONS FOR SPILL CONTROL. 6. PLACE DRIP PANS OR ABSORBENT MATERIALS BENEATH ALL MOUNTED CONTAINER TAPS, AND AT ALL POTENTIAL DRIP AND SPILL LOCATIONS DURING FILLING AND UNLOADING OF CONTAINERS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF. 7. STORE AND MAINTAIN ABSORBENT PADS OR APPROPRIATE SPILL CLEANUP MATERIALS NEAR THE CONTAINER STORAGE AREA, IN A LOCATION KNOWN TO ALL. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH THE SITE'S SPILL PLAN AND/OR PROPER SPILL CLEANUP PROCEDURES. 8. CHECK CONTAINERS (AND ANY CONTAINMENT SUMPS) DAILY FOR LEAKS AND SPILLS. REPLACE CONTAINERS THAT ARE LEAKING, CORRODED, OR OTHERWISE DETERIORATING. IF THE LIQUID CHEMICALS ARE CORROSIVE, CONTAINERS MADE OF COMPATIBLE MATERIALS MUST BE USED INSTEAD OF METAL DRUMS. NEW OR SECONDARY CONTAINERS MUST BE LABELED WITH THE PRODUCT NAME AND HAZARDS. 9. PLACE DRIP PANS OR ABSORBENT MATERIALS BENEATH A CONTAINER THAT IS FOUND TO BE LEAKING. REMOVE THE DAMAGED CONTAINER AS SOON AS POSSIBLE. MOP UP THE SPILLED LIQUID WITH ABSORBENT PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF. STORAGE AND STOCKPILING OF CONSTRUCTION MATERIALS AND WASTES 1. COVER AND CONTAIN THE STOCKPILES OF RAW MATERIALS TO PREVENT STORMWATER FROM WASHING MATERIAL TO SURFACE WATERS OR A STORM DRAINAGE SYSTEM. THE COVERS MUST BE IN PLACE AT ALL TIMES WHEN THE STOCKPILE IS NOT IN ACTIVE USE. DO NOT HOSE DOWN THE CONTAINED STOCKPILE AREA TO THE STORM DRAINAGE SYSTEM. 2. INSPECT AND MAINTAIN COVER PRACTICES DAILY. FUELING 1. LOCATE THE FUELING OPERATION TO ENSURE LEAKS OR SPILLS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE WATER, OR GROUNDWATER. 2. USE DRIP PANS OR ABSORBENT PADS TO CAPTURE DRIPS OR SPILLS DURING FUELING OPERATIONS. 3. IF FUELING IS DONE DURING EVENING HOURS, LIGHTING MUST BE PROVIDED. 4. STORE AND MAINTAIN APPROPRIATE SPILL CLEANUP MATERIALS IN THE MOBILE FUELING VEHICLE. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH PROPER SPILL CONTROL AND CLEANUP PROCEDURES. 5. IMMEDIATELY MOP UP ANY SPILLED FUEL WITH ABSORBENT PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF. MAINTENANCE, REPAIRS, AND STORAGE OF VEHICLES AND EQUIPMENT 1. LOCATE THE REPAIR WORKS TO ENSURE LEAKS OR SPILLS WILL NOT DISCHARGE, FLOW, OR BE WASHED INTO THE STORM DRAINAGE SYSTEM, SURFACE WATER, OR GROUNDWATER. 2. INSPECT VEHICLES AND EQUIPMENT FOR LEAKS. USE DRIP PANS OR ABSORBENT MATERIAL TO CAPTURE LEAKING FLUIDS. CLEAN UP ANY SPILLED FLUIDS IMMEDIATELY. 3. KEEP WASTE OIL, ANTIFREEZE, AND OTHER FLUIDS PROPERLY COVERED AND CONTAINED. 4. STORE BATTERIES UPRIGHT IN A SECURE, CONTAINED, COVERED PLACE. DON'T STORE BATTERIES OUTSIDE ON THE GROUND. CHECK TO ENSURE BATTERIES ARE NOT DAMAGED OR LEAKING. KEEP BATTERY ACID NEUTRALIZING MATERIALS, SUCH AS BAKING SODA, AVAILABLE NEAR THE STORAGE AREA. 5. IF TEMPORARY WORK IS BEING CONDUCTED OUTSIDE, USE A TARP, GROUND CLOTH, OR DRIP PANS BENEATH THE VEHICLE OR EQUIPMENT TO CAPTURE ALL SPILLS AND DRIPS. THE COLLECTED MATERIAL MUST BE DISPOSED OF, REUSED, OR RECYCLED PROPERLY. 6. ENSURE EMPLOYEES ARE TRAINED IN THE PROPER HANDLING, STORAGE, AND DISPOSAL OF VEHICLE AND EQUIPMENT FLUIDS. 7. VEHICLE WASHING WILL NOT BE ALLOWED ONSITE AND A SIGN FORBIDDING THIS WILL BE POSTED. 8. STORE AND MAINTAIN ABSORBENT PADS OR APPROPRIATE SPILL CLEANUP MATERIALS NEAR THE CONTAINER STORAGE AREA, IN A LOCATION KNOWN TO ALL. ENSURE THAT EMPLOYEES ARE FAMILIAR WITH THE SITE'S SPILL PLAN AND/OR PROPER SPILL CLEANUP PROCEDURES. 9. IMMEDIATELY MOP UP ANY SPILLED FLUIDS WITH ABSORBENT PADS OR RAGS. ANY COLLECTED LIQUIDS OR SOILED ABSORBENT MATERIALS MUST BE REUSED, RECYCLED, OR PROPERLY DISPOSED OF. CONCRETE SAW CUTTING, SLURRY, AND WASHWATER DISPOSAL 1. SLURRY FROM SAW CUTTING THE SIDEWALK SHALL BE VACUUMED SO THAT IT DOES NOT ENTER NEARBY STORM DRAINS. 2. CONCRETE TRUCK CHUTES, PUMPS, AND INTERNALS SHALL BE WASHED OUT ONLY INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE. 3. UNUSED CONCRETE REMAINING IN THE TRUCK AND PUMP SHALL BE RETURNED TO THE ORIGINATING BATCH PLANT FOR RECYCLING. 4. HAND TOOLS INCLUDING, BUT NOT LIMITED, SCREEDS, SHOVELS, RAKES, FLOATS, AND TROWELS SHALL BE WASHED OFF ONLY INTO FORMED INTO FORMED AREAS AWAITING INSTALLATION OF CONCRETE OR IMPERMEABLE ASPHALT. 5. EQUIPMENT THAT CANNOT BE EASILY MOVED, SUCH AS CONCRETE PAVERS, SHALL ONLY BE WASHED IN AREAS THAT DO NOT DIRECTLY DRAIN TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. 6. WASHDOWN FROM AREAS SUCH AS CONCRETE AGGREGATE DRIVEWAY SHALL NOT DRAIN DIRECTLY TO NATURAL OR CONSTRUCTED STORMWATER CONVEYANCES. 7. WHEN NO FORMED AREAS ARE AVAILABLE, WASHWATER AND LEFTOVER PRODUCT SHALL BE CONTAINED IN A LINED CONTAINER. CONTAINED CONCRETE SHALL BE DISPOSED OF IN A MANNER THAT DOES NOT VIOLATE GROUNDWATER OR SURFACE WATER QUALITY STANDARDS. 8. CONTAINERS SHALL BE CHECKED FOR HOLES IN THE LINER DAILY DURING CONCRETE POURS AND REPLACED THE SAME DAY. W-3929003 S-3929003 R-3929012 Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 F-TEXPIRES 7/2/19 Phone: (425)881-5904 VERTICAL: NAVD 1988 "� Y 1"-20' HORIZONTAL: NAD 1983/1991 O CITY 0 C) �� T RENTON ONE INCH DATUM �FNT 0 AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY 0 29631 �FGIST E"�O \SSIONA L APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: m N 0 O O 0 W; IH H 0 1�1 J BY: DATE: U z BY: DATE: �0 DATE: V / RENTON SONIC 02/19/19 2:FIELDBOOK: PAGE O DETAILS DRAWING N0: z Lu SHEET: 10 OF. 16 Ld Q z U Ld 0 z O z Lu ryll O U7 TREE PROTECTION NOTES 1. PROTECTION MEASURES DURING CONSTRUCTION APPLY FOR ALL TREES THAT ARE TO BE 3. REPLACE ANY AND EVERY TREE LOST OR, IN THE OPINION OF THE OWNER'S RETAINED. ALL OF THE FOLLOWING TREE PROTECTION MEASURES SHALL APPLY: REPRESENTATIVE, IRREPARABLY DAMAGED AS A RESULT OF FAILURE OF THE CONTRACTOR a. CONSTRUCTION STORAGE IS PROHIBITED: DO NOT FILL, EXCAVATE, STACK OR STORE ANY TO PROTECT OR TO ADEQUATELY MAINTAIN EXISTING TREES. PROTECTED TREES WHICH FAIL EQUIPMENT, DISPOSE OF ANY MATERIALS, SUPPLIES OR FLUIDS, OPERATE ANY FULLY TO FOLIATE LESS THAN 50% OF CANOPY IN THE FIRST SPRING FOLLOWING EQUIPMENT, INSTALL IMPERVIOUS SURFACES, OR COMPACT THE EARTH IN ANY WAY COMPLETION OF CONSTRUCTION OPERATIONS WILL BE PRESUMED LOST DUE TO WITHIN THE AREA DEFINED BY THE DRIP LINE OF ANY TREE TO BE RETAINED. CONSTRUCTION OPERATIONS. b. FENCED PROTECTION AREA IS REQUIRED: PRIOR TO DEVELOPMENT ACTIVITIES, ERECT 4. THE CONTRACTOR SHALL GUARANTEE THAT ALL PROTECTED TREES SHALL LIVE AND SHOW AND MAINTAIN SIX—FOOT (6') HIGH CHAIN LINK TEMPORARY CONSTRUCTION FENCING NO SIGNS OF DECLINE FOR A PERIOD OF ONE YEAR FROM FINAL ACCEPTANCE. IN THE AROUND THE DRIP LINES OF ALL RETAINED TREES OR AT A DISTANCE SURROUNDING EVENT THAT AN EXISTING TREE FAILS TO SURVIVE FOR THE ONE YEAR PERIOD, THE TREE THE TREE EQUAL TO ONE AND ONE —QUARTER FEET (1 .25') FOR EVERY ONE INCH (1") SHALL BE REPLACE IN KIND WITH A HEALTHY TREE AT A MINIMUM SIXTEEN FOOT HEIGHT, OF TRUNK CALIPER, WHICHEVER IS GREATER. PLACARDS SHALL BE PLACED ON FENCING AT THE CONTRACTOR'S EXPENSE. EVERY FIFTY FEET (50') INDICATING THE WORDS, "NO TRESPASSING — PROTECTED 5. COMPLETELY REMOVE AND DISPOSE OF ANY TREE KILLED OR IRREPARABLY DAMAGED AS A TREES," OR ON EACH SIDE OF THE FENCING IF LESS THAN FIFTY FEET (50'). SITE RESULT OF CONTRACTOR'S FAILURE TO PROTECT OR MAINTAIN TREES TO REMAIN. ACCESS TO INDIVIDUALLY PROTECTED TREES OR GROUPS OF TREES SHALL BE FENCED 6. IN THE EVENT A DAMAGED OR LOST TREE CANNOT BE REPLACED IN KIND, CONTRACTOR AND SIGNED. INDIVIDUAL TREES SHALL BE FENCED ON FOUR (4) SIDES. IN ADDITION, SHALL PAY TO THE OWNER'S REPRESENTATIVE AS LIQUIDATED DAMAGES: PROVIDE SUPERVISION WHENEVER EQUIPMENT OR TRUCKS ARE MOVING NEAR TREES. a. A SUM EQUAL TO THE VALUE OF EACH LOST TREE AS DETERMINED BY THE MOST c. PROTECTION FROM GRADE CHANGES: IF THE GRADE LEVEL ADJOINING TO A TREE TO BE CURRENT "GUIDE FOR ESTABLISHING VALUES OF TREES AND OTHER PLANTS" BY THE RETAINED IS TO BE RAISED, CONSTRUCT A DRY ROCK WALL OR ROCK WELL AROUND COUNCIL OF TREE AND LANDSCAPE APPRAISERS, ISA, PLUS AN AMOUNT OF $2,000.00 THE TREE. THE DIAMETER OF THIS WALL OR WELL SHALL BE EQUAL TO THE TREE'S PER TREE IN COMPENSATION FOR THE EFFORTS OF THE OWNER'S REPRESENTATIVE AND DRIP LINE. PROJECT ARBORIST IN ADMINISTERING AND OVERSEEING THE REPLACEMENT; OR d. RESTRICTIONS ON GRADING WITHIN THE DRIP LINES OF RETAINED TREES: THE GRADE b. A SUM OF $8,000.00, WHICHEVER IS LARGER. LEVEL AROUND ANY TREE TO BE RETAINED SHALL NOT BE LOWERED WITHIN THE GREATER OF THE FOLLOWING AREAS: 7. LOCATE AND INSTALL REPLACEMENT TREES IN ACCORDANCE WITH THE INSTRUCTIONS OF d.1. THE AREA DEFINED BY THE DRIP LINE OF THE TREE, OR THE OWNER'S REPRESENTATIVE AND PROJECT ARBORIST. d.2. AN AREA AROUND THE TREE EQUAL TO ONE AND ONE—HALF FEET (1-1/2') IN 8. IN THE EVENT OF INJURIES TO THE CROWN, TRUNK OR ROOT SYSTEM OF ANY TREE TO DIAMETER FOR EACH ONE INCH (1") OF TREE CALIPER. A LARGER TREE REMAIN RESULTING FROM THE CONTRACTOR'S FAILURE TO PROTECT AND/OR MAINTAIN SUCH PROTECTION ZONE BASED ON TREE SIZE, SPECIES, SOIL, OR OTHER CONDITIONS TREE, THE OWNER'S REPRESENTATIVE MAY ELECT TO RETAIN THE TREE AND HOLD THE MAY BE REQUIRED. CONTRACTOR LIABLE FOR COMPENSATION, THE JUST VALUE OF WHICH IS DETERMINED BY THE "GUIDE FOR ESTABLISHING VALUES OF TREES AND OTHER PLANTS" REFERENCED ABOVE. e. MULCH LAYER REQUIRED: ALL AREAS WITHIN THE REQUIRED FENCING SHALL BE WEEDED AND THEN COVERED COMPLETELY AND EVENLY WITH A MINIMUM OF THREE INCHES (3") 9- GRUB STUMPS OF DEAD TREES TO THE FULL DEPTH OF THE ROOTS, AND REPAIR THE OF BARK MULCH PRIOR TO INSTALLATION OF THE PROTECTIVE FENCING. EXCEPTIONS GROUND SURFACE AS DIRECTED BY OWNER'S REPRESENTATIVE. ALL COSTS FOR STUMP MAY BE APPROVED BY THE OWNER'S REP IF THE MULCH WILL ADVERSELY AFFECT REMOVAL SHALL BE BORNE BY THE CONTRACTOR. PROTECTED GROUND COVER PLANTS. 10. ENSURE THAT EXISTING VEGETATION REMAINING ON THE PROJECT SITE SHALL BE IN AS f. MONITORING REQUIRED DURING CONSTRUCTION: CONTRACTOR SHALL RETAIN A ISA GOOD CONDITION AT COMPLETION OF THE WORK AS AT THE COMMENCEMENT OF THE WORK, CERTIFIED ARBORIST (PROJECT ARBORIST) TO ENSURE TREES ARE PROTECTED FROM IF SUCH A CONDITION DOES NOT EXIST AT THE COMPLETION OF THE WORK, THE CONTRACTOR WILL BE RESPONSIBLE TO CORRECT OR REPLACE WITH NEW SOIL AND DEVELOPMENT ACTIVITIES AND/OR TO PRUNE BRANCHES AND ROOTS, FERTILIZE, AND SUBGRADE PREPARATION, MULCH AND PLANT MATERIAL EQUAL IN SIZE AND SPECIES AS WATER AS APPROPRIATE FOR ANY TREES AND PLANT MATERIAL THAT ARE TO BE ORIGINAL EXISTING VEGETATION AT NO ADDITIONAL COST TO OWNER. RETAINED. g. ALTERNATIVE PROTECTION: ALTERNATIVE SAFEGUARDS MAY BE USED IF DETERMINED TO TREE TABLE PROVIDE EQUAL OR GREATER TREE PROTECTION AND WITH WRITTEN APPROVAL BY OWNER'S REP. TREEJ DBH TREE TYPE TREEJ DBH TREE TYPE 2. TREES SHALL BE WATERED THOROUGHLY THROUGHOUT THE CONSTRUCTION PERIOD. EACH 1 8" PINUS STROBUS 19 3" ACER RUBRUM TREE SHALL BE WATERED A MINIMUM OF ONE TIME PER WEEK WITH 10 GALLONS OF WATER 2 8" PINUS STROBUS 20 7" QUERCUS ALBA PER DIAMETER INCH AT BREAST HEIGHT. AT EACH WATERING, PLACE CLEAN 50 GALLON 3 8" PINUS STROBUS 21 4" QUERCUS ALBA BARRELS UNIFORMLY AROUND THE DRIP LINE OR INSIDE THE CHAINLINK CONSTRUCTION FENCE. THE BARRELS SHALL BE PUNCTURED WITH HOLES CONNECTED WITH SOAKER OR 4 5" QUERCUS RUBRA 22 6" QUERCUS ALBA DRIP HOSES, SO THAT THE WATER CAN BE SLOWLY RELEASED AND SATURATE THE SOILS 5 10" PINUS STROBUS 23 6" QUERCUS ALBA UNDER THE TREE CANOPY. ALTERNATIVE WATERING, OR WATER DELIVERY, METHODS MAY BE 6 10" PINUS STROBUS 24 2" ACER RUBRUM USED WITH WRITTEN APPROVAL OF OWNER'S REP AND PROJECT ARBORIST. WATER 7 5" QUERCUS RUBRA 25 3" TILIA CONTINUALLY UNTIL OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE AND PROJECT 8 8" PINUS STROBUS 26 3" ACER RUBRUM ARBORIST. OWNER'S REPRESENTATIVE AND PROJECT ARBORIST MAY REQUIRE HIGHER RATES 9 5" QUERCUS ALBA 27 4" TILIA OF WATER FOR SIGNIFICANTLY IMPACTED TREES. 10 3" TILIA 28 8" QUERCUS RUBRA NOTES: 11 8" PINUS STROBUS 29 5" QUERCUS RUBRA 1. OVERHEAD BRANCHING LIKELY TO BE 12 5" QUERCUS RUBRA 30 6" QUERCUS RUBRA DAMAGED BY EQUIPMENT OPERATION 13 8" PINUS STROBUS 31 7" QUERCUS RUBRA SHALL BE BROUGHT TO THE ATTENTION 14 4" QUERCUS RUBRA 32 6" QUERCUS ALBA OF THE OWNER'S REP; PREVENTIVE 15 3" ACER RUBRUM 33 3" ACER RUBRUM MEASURES (PRUNING OR TIE —BACK OF 16 3" QUERCUS ALBA 34 11 " PINUS STROBUS BRANCHES) SHALL BE REVIEWED AND 17 4" QUERCUS ALBA 35 8" PINUS STROBUS APPROVED BY THE OWNER'S REP 18 4" QUERCUS ALBA 36 10 PINUS STROBUS BEFORE COMMENCEMENT OF THE CONSTRUCTION ACTIVITIES. KEEP MULCH LAYER AWAY FROM TREE TRUNK AND FOLIAGE, TYP EXISTING TREE TO REMAIN EXISTING VEGETATION TO REMAIN, TYP MEET & MATCH EXISTING GRADE WITH SMOOTH TRANSITION Xv/ \v/ NV M/ Mz ��K/ X11Y � N;L TREE PROTECTION ZONE Q � TREE PROTECTION V % NOT TO SCALE 6' HEIGHT CHAINLINK TEMPORARY CONSTRUCTION FENCING, TYP; SEE NOTE b. THIS SHEET FOR PLACARD REQUIREMENTS B � PLANTING SOIL PREPARATION, 3.04 BEGIN PLANTING SOIL PREP OUTSIDE TEMPORARY CONSTRUCTION FENCE FINISH GRADE, TYP HAND DIG TO EXPOSE AND PROTECT EXISTING TREE ROOTS AT EDGE OF FENCE PRIOR TO BEGINNING SOIL PREPARATION; CLEANLY HAND CUT TREE ROOTS ONLY UNDER SUPERVISION OF ISA CERTIFIED ARBORIST LEGEND TREE PROTECTION FENCE, SEE DETAIL B/L1.00 — — PROPERTY LINE 30������� �l 0 xi EXISTING TREE TO BE RETAINED 30 EXISTING TREE TO BE REMOVED TREE DRIP LINE TREE # 3" LAYER OF BARK MULCH 3 CITY COMMENTS RD/LN 04/28/1 i 2 LANDSCAPE MINOR MODIFICATIONS SUBMITTAL RD/LN 04/12/17 1 CONSTRUCTION PERMIT SUBMITTAL RD/LN 12/28/16 NO. REVISION BY DATE SURVEYED: DESIGNED: RD JV J V DRAWN: RD/LN JV CHECKED: DK A P P R APPROVED: JV PROTECT EXISTING VEGETATION' 0 REMAIN, 7(1' CFWFR k IITII ITY FAgFAAFNT c TREE INVENTORY PLAN /y LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 "=20'-0" ABBREVIATIONS #/NO NUMBER ABBV ABBREVIATIONS DBH DIAMETER AT BREAST HEIGHT ISA INTERNATIONAL SOCIETY OF ARBORICULTURE REP REPRESENTATIVE TYP TYPICAL F WAS O \ET B. V y7�C CO U \��2 fin 867 EXP._GLG/ VERTICAL NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 Phone: (425)881-5904 101 CITY OF RENTON Planning/Building/Public Works Dept. N 00 C� O O C0 i O N N O O O Cfl Q SDMH RIM=25 J SLOPE & UTILITES EASEMENT PER REC NO 2011107000365 R-3929013 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE. BY: DATE: DATE: SONIC RENTON 12/28/16 FIELDBOOK: PAGE: TREE INVENTORY PLAN, ABBV, DRAWING NO: LEGEND, TREE TABLE, & DETAIL L1.00 SHEET: OF. 11 16 O N O C'7 O 1 0 w w z Q O z z U w LU 0 a- U i W PLANTING SCHEDULE SYM QTY SCIENTIFIC/COMMON NAME TREES O 17 Juniperus chinensis 'Aurora'/ GOLD COAST JUNIPER 1 Pinus strobus/ WHITE PINE 2 Quercus alba/ WHITE OAK 5 Quercus robur 'Crimschmidt'/ CRIMSON SPIRE OAK D4 Quercus rubra/ RED OAK SHRUBS O15 Euonymus alatus/ WINGED BURNING BUSH 0 136 Nandina domestica 'Moon Bay'/ MOON BAY NANDINA O 21 Rhododendron 'PJM COMPACTA' P.J.M. COMPACT RHODODENRON 0 91 Rosa 'Nearly Wild'/ NEARLY WILD ROSE 0 10 Symphoricarpos x chenaultii 'Hancock'/ HANCOCK SNOWBERRY ® 15 Viburnum tinus 'Compactum'/ SPRING BOUQUET LAURUSTINUS 0 85 Prunus laurocerasus 'Mount Vernon' DWARF ENGLISH LAUREL Q 64 Rhus Aromatica 'Gro—Low' FRAGRANT SUMAC GROUNDCOVERS °°° 332 Arctostaphylos 'uva—ursi'/ °4°° ° ° KINNIKINNICK 49 Calluna vulgaris 'Firefly'/ FIREFLY HEATHER .+... 775 Rubus calycinoides/ CREEPING RUBUS 215 Liriope spicata 'Silver Dragon'/ SILVER DRAGON LILY TURF Hemerocallis x 'Happy Returns'/ HAPPY RETURNS DAYLILY 169 Pennisetum alopecuroides 'Little Bunny' LITTLE BUNNY DWARF FOUNTAIN GRASS VINES s 6 Clematis armandii 'Apple Blossom'/ APPLE BLOSSOM EVERGREEN CLEMATIS OTHER o�o°°oo°°oo SEASONAL PERENNIALS AND ANNUALS PLANTED IN PLANTERS 3" LAYER OF BARK MULCH, SEE L1.00 FILTERA UNIT SIZE/REMARKS 3'-4' HT; B&B, FULL, WELL ROOTED, & WELL BRANCHED; SYMMETRICAL BRANCHING HABIT, DO NOT STAKE, STRAIGHT TRUNK, NOT SHEARED 6'-8' HT; B&B; FULL, WELL ROOTED, & WELL BRANCHED; NOT SHEARED, SYMMETRICAL BRANCHING AND FORM; STRAIGHT CENTRAL LEADER 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER; SYMMETRICAL BRANCHING AND FORM; 6' BRANCHING HEIGHT 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER; SYMMETRICAL BRANCHING AND FORM; 6' BRANCHING HEIGHT 2.5" CAL; B&B; FULL, WELL BRANCHED & WELL ROOTED; STRAIGHT CENTRAL LEADER; SYMMETRICAL BRANCHING AND FORM; 6' BRANCHING HEIGHT 2 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED 1 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED 2 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED 2 GAL CONT, FULL, WELL ROOTED, & WELL BRANCHED 1 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED 2 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED 2 GAL CONT; FULL & WELL ROOTED 2 GAL CONT, FULL, WELL ROOTED, & WELL BRANCHED 1 GAL CONT; FULL & WELL ROOTED; 18" OC SPACING 2 GAL CONT; FULL, WELL ROOTED, & WELL BRANCHED; 24" OC SPACING 1 GAL CONT; FULL & WELL ROOTED; 12" OC SPACING 1 GAL CONT; FULL & WELL ROOTED; 18" OC SPACING 1 GAL CONT; FULL & WELL ROOTED; 18" OC SPACING, LAYOUT ALTERNATING 1 DAYLILY & 1 LILYTURF 1 GAL CONT, FULL & WELL ROOTED; 24" OC SPACING 1 GAL CONT; FULL & WELL ROOTED; MIN VINE STEM LENGTH TO BE 3'; PLANT EACH VINE CENTERED ON ONE WOVEN MESH PANEL OF THE GARDEN WALL BY OWNER PLANT, SOIL AND MULCH PROVIDED & INSTALLED BY FILTERA, SEE CIVIL DWGS; FILTERA UNIT SHALL BE PROVIDED WITH NANDINA DOMESTICA 'MOON BAY', 5 GAL CONT, FULL, WELL BRANCHED, AND WELL ROOTED LEGEND ABBREVIATIONS @ AT A DETAIL IDENTIFICATION #/NO NUMBER L-1 SHEET IDENTIFICATION % PERCENT & AND --------------- ROOT BARRIER; 14' LENGTH ADJ ADJACENT PER TREE UNLESS OTHERWISE ARCH ARCHITECTURE NOTED; CENTER LENGTH AT B&B BALLED AND BURLAPPED EACH TREE, TYP CAL CALIPER CONT CONTAINER --- --- PROPERTY LINE DIA DIAMETER DWG(S) DRAWING(S) EX EXISTING O EXISTING TREE TO BE RETAINED GAL GALLON HT HEIGHT TREE DRIP LINE HP HIGH POINT LA LANDSCAPE ARCHITECT MAX MAXIMUM MIN MINIMUM OC ON CENTER QTY QUANTITY REP REPRESENTATIVE SHT SHEET SPEC(S) SPECIFICATION(S) SYM SYMBOL TBD TO BE DETERMINED NOTES TYP TYPICAL 1. THESE DRAWINGS ARE INTENDED TO CONVEY DESIGN CONCEPTS ONLY. THERE IS NO INTENTION TO CONVEY EVERY ELEMENT OF THE WORK NECESSARY TO THE SUCCESSFUL COMPLETION OF THE PROJECT. THE OWNER & CONTRACTOR MUST INTERPRET CERTAIN ELEMENTS OF THE DESIGN TO ADJUST TO SITE CONDITIONS. THE LA IS AVAILABLE FOR ADDITIONAL CONSULTING SERVICES AS MUTUALLY DEEMED NECESSARY BY OWNER. 2. ANY DISCREPANCIES WITH THE DWGS AND/OR SPECS & SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER PRIOR TO PROCEEDING WITH CONSTRUCTION. 3. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. 4. PLANT MATERIAL LOCATIONS SHALL BE COORDINATED WITH IRRIGATION LOCATIONS TO AVOID ALL CONFLICTS. 5. INSTALL GROUNDCOVERS IN A TRIANGULAR PATTERN AT SPACING SHOWN IN THE PLANT SCHEDULE. WHERE GROUNDCOVER ABUTS CURBING, WALLS, OR WALKS, MIN PLANTING DISTANCE SHALL BE NINE (9) INCHES FROM SAME. INSTALL GROUNDCOVERS CONTINUOUS IN BETWEEN SHRUB PLANTINGS. 6. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS REQUIRED TO ACCOMPLISH PLANTING OPERATIONS. 7. PLANTING DRAWING IS BASED UPON BASE DRAWINGS DATED 12 28 16. PREPARED BY: PB ARCHITECTS INC. 8. TREE LOCATIONS ARE APPROXIMATE; IF FIELD ADJUSTMENTS ARE NECESSARY THE FOLLOWING MIN SETBACKS FOR CENTERLINE OF TREE TRUNKS SHALL APPLY: A. STREET LIGHTS 20' B. UNDERGROUND SEWER & WATER LINES 5' C. UNDERGROUND GAS LINES 5' D. UTILITY/POWER POLES 5' 9. PRESERVE & PROTECT EXISTING TREES, SHRUBS, & GROUNDCOVERS TO REMAIN. PROVIDE MULCH AS SHOWN ON L1.00. CONTRACTOR TO WEED EXISTING PLANTING AREAS PRIOR TO MULCHING & MAINTAIN IN WEED FREE CONDITION. 10. ALL PLANTING AREAS, INCLUDING PLANTERS, TO BE IRRIGATED WITH WATER CONSERVING IRRIGATION SPRAY SYSTEM. 11. PRESERVE AND PROTECT EXISTING IRRIGATION SYSTEM. IF IRRIGATION SYSTEM IS DAMAGED BY CONSTRUCTION RELATED ACTIVITY, IT SHALL BE RESTORED TO PRE —CONSTRUCTION CONDITION. 12. THE CONTRACTOR MAY SALVAGE AND USE EXISTING PLANT MATERIAL OF SAME SPECIES AS SHOWN IN PLANTING SCHEDULE. CONTRACTOR IS RESPONSIBLE FOR SATISFACTORY AND ADEQUATE CARE OF THE SALVAGED PLANTS, STORING, WATERING, AND HEALING THE PLANT MATERIAL IN. THE CONTRACTOR SHALL GUARANTEE THAT ALL SALVAGED PLANTS SHALL LIVE AND SHOW NO SIGNS OF DECLINE FOR A PERIOD OF ONE YEAR FROM OWNER'S ACCEPTANCE. IN THE EVENT THAT A SALVAGED PLANT FAILS TO SURVIVE FOR THE ONE YEAR PERIOD, THE PLANT SHALL BE REPLACE IN KIND WITH A HEALTHY PLANT AT NO ADDITIONAL COST TO THE OWNER. 3 CITY COMMENTS RD/L 2 LANDSCAPE MINOR MODIFICATIONS SUBMITTAL RD/L 1 CONSTRUCTION PERMIT SUBMITTAL RD/L NO. REVISION BY SHRUBS TO BE POCKET PLANTED INSIDE - TREE PROTECTION FENCE; SHRUBS TO BE LOCATED PER OWNER'S REP FIELD DIRECTIVE - I W" I I SIGN, TYP, SEE ARCH DWGS I I I I B CONIFER TREE PLANTING N _1 .0 00 J� I O I I O CC) M-01 • ♦ ♦ i. 1 I PLANTER, TYP ♦ I !. � • �••- � Ise r �� 1, ♦ � � � � • � I IC IC�-�� .. .,� ♦ ie�� �s le le :. 11 ie ie . ie .fie, ie,' ie IC ii • �1. il--i: ai-•=�• 1 Ile 11 1 L5 IG IC IC IC IC CI 11 1 IC 1C 1: .•. / IC ►•.�� y � ,,. . .. ICyL'�IICIIICIIICIIICIIIIIIIC E,::C'!C: :C ale 'ue.-. '!' -v. - � 11 IC IC 11 IC .11. ICIC IC='ICi11C111C1:1,1,C;�i.i1C11 ;�-�- \ � � IC IC IG� 1� '�C � CJCIIIIIIICIIICIIIq.-•:I. ICNIICIIICy G:-� • , � - ♦ � bC IC IC, [i..Ei �IC'Il. IC IC IC :: , -11 1. 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LANDSCAPE ARCHITECTURE DSCN 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245 fax SURVEYED: SCALE: VERTICAL- NAVD 1988 AS SHOWN HORIZONTAL- NAD 1983/1991 DESIGNED: )4/28/17 JV RD 14/12/17 JV DRAWN. RD/ LN 2/28/16 JV CHECKED: ONE INCH DATUM DK AT FULL SCALE IF NOT ONE INCH DATE APPR APPROVED: JV SCALE ACCORDINGLY • Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 Phone: (425)881-5904 CITY OF RENTON Planning/Building/Public Works Dept. BY: BY: BY: BY: R-3929014 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: DATE: SONIC RENTON 12/28/16 FIELDBOOK: PAGE: LANDSCAPE PLAN & SCHEDULE, DRAINING NO: NOTES, ABBREVIATIONS, & LEGEND L1.01 SHEET: 12 . 16 TREE WE UNDISTURBE[ COMPAC DENSITY, VEF PRIOR TO CONSTRUCTION relmrAmmWAIM KUU I BALL A) DECIDUOUS TREE PLANTING NOT TO SCALE LEVEL WITH TOP OF ADJACENT CURB OR PAVING i i N UNDISTURBED EXISTING SOIL OR FILL COMPACTED TO 85% MAXIMUM DRY DENSITY, TYP; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 1 SECTION TREE TRUNK Y2"-1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE )OWELED TREE STAKES WITH CHAMFERED TOP JT BOTTOM, KEEP CLEAR OF ROOTBALL PE VNN TO BE 1 " HIGHER THAN FINISH GRADE DE PRIOR TO PLACING MULCH -ANTING SOIL, WHEN HOLE IS HALF FILLED -ER SETTLE, THEN ADD REMAINING SOIL AND SECOND TIME DES OF PLANTING HOLE ,"REE IN PLANTING PIT, CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 /3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT 3" DEPTH BARK MULCH, INSTALL TOP OF WOOD CHIP MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING INSTALL PLANTS FINISH GRADE PLANTING SOIL COMPOST w O Li w co STEP 2 STEP 3 STEP 4 STEP 5 J J _ m c �c OL OC STEP 6 STEP 1 STEP 2 (STEP 3 CONTINUED) NEXT EXCAVATE EXISTING SOIL TO SCARIFY SUBGRADE TO A MIN LIFT. REVIEW FINISH GRADE 21 " DEPTH BELOW ADJACENT 6" DEPTH. OWNER'S REP WITH OWNER'S REP PRIOR TO CURB OR PAVING. AVOID SHALL REVIEW & APPROVE PLANTING. UNDERMINING ADJACENT CURB WORK IN WRITING PRIOR TO OR PAVING SUBBASE MATERIAL. PROCEEDING TO STEP 3. STEP 4 REMOVE SUBBASE FILL INSTALL 3" DEPTH COMPOST MATERIAL FROM PLANTING STEP 3 AND SCARIFY TO A MIN 6" AREA AND PROVIDE INSTALL MINIMUM 15" DEPTH DEPTH INTO PLANTING SOIL. PERCOLATION TEST, PRIOR TO OF SANDY LOAM PLANTING OWNER'S REP SHALL REVIEW PROCEEDING TO STEP 2. SOIL IN 3 EQUAL LIFTS. WATER & APPROVE WORK IN WRITING SETTLE/COMPACT EACH LIFT PRIOR TO PROCEEDING TO PRIOR TO INSTALLING THE STEP 5. C SOIL PREPARATION NOT TO SCALE STEP 5 INSTALL PLANTS. STEP 6 INSTALL 3" DEPTH BARK MULCH. NOTES 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. �rnTlnn I J J = Q� m� ~ LLJ o� ry z UNDISTURBI COMP/ DENSITY, VE PHIUK I U UUNS I KUU 1 IUN ROOTBALL SECTION CONIFER TREE PLANTING BNOT TO SCALE TOP OF ROOT CROWN TO BE FLUSH WITH FINISH GRADE 3" MULCH DEPTH; KEEP MULCH LAYER AWAY FROM FOLIAGE FINISH GRADE PRIOR TO PLACING MULCH LIGHTLY SCARIFY ROOTBALL TO LOOSEN ROOTS PRIOR TO PLANTING 1:1 SLOPE ON SIDES OF PLANTING HOLE BACKFILL WITH PLANTING SOIL, THOROUGHLY WATER SETTLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY; VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION PLANTING HOLE TO BE 6" LARGER THAN DIA OF ROOTBALL FOR GROUNDCOVER, 12" LARGER THAN DIA OF ROOTBALL FOR SHRUBS n GROUNDCOVER & SHRUB PLANTING V % NOT TO SCALE 3 CITY COMMENTS RD/L 2 LANDSCAPE MINOR MODIFICATIONS SUBMITTAL RD/L 1 CONSTRUCTION PERMIT SUBMITTAL RD/L NO. REVISION BY SURVEYED: DESIGNED: RD )4/28/17 JV 14/12/17 JV DeawN. RD LN 2/28/16 JV cHEcKm: DK DATE APPR APPROVED: iv LANDSCAPE ARCHITECTURE 215 WESTLAKE AVENUE NORTH 2O6.682.3051 phone SEATTLE, WA 98109 206.682.3245fax SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY • OF WAS ..�\-\v--T B. V0/ 'v 867 \qNr VERTICAL- NAVD 1988 HORIZONTAL- NAD 1983/1991 DATUM TREE TRUNK Y2"-1 " WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) TREE STAKE ROOTBALL LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER; SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE )D DOWELED TREE STAKES WITH CHAMFERED TOP POINT BOTTOM; KEEP CLEAR OF ROOTBALL TAPE CROWN TO BE 1" HIGHER THAN FINISH GRADE rH NISH GRADE PRIOR TO PLACING JLCH H PLANTING SOIL, WHEN HOLE IS HALF FILLED WATER SETTLE, THEN ADD REMAINING SOIL AND E A SECOND TIME ON SIDES OF PLANTING HOLE AG TREE IN PLANTING PIT, CUT AND COMPLETELY NGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL; COMPLETELY REMOVE FABRIC GROW BAGS; CUT BURLAP FROM TOP 113 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT OUTLINE OF GARDEN WALL SUPPORT BEYOND, SEE ARCH DWGS SHT A6.03 BUILDING WALL, SEE ARCH DWGS SHT A6.03 � 3/4" DIA WOOD STAKE, MIN 2' HEIGHT ABOVE GRADE — SECURE VINE TO STAKE WITH HORTICULTURE TAPE, DIRECT STAKE TO WOVEN METAL MESH PANEL AS SHOWN WOVEN D GROUNDCOVER & PANELS SEE METAL MESH � 1.0 SHRUB PLANTING ARCH DWGS SHT A6.03 I I /-- 3" DEPTH MULCH FINISH GRADE PRIOR TO PLACING MULCH C SOIL 1.0 PREPARATION 11 111=111-11 I_ il i=��1II _ OUTLINE OF FOOTINGS GARDEN WALL BEYOND FOR SEE _ — ARCH DWGS SHT A6.03 SECTION E VINE PLANTING NOT TO SCALE Nick Bossoff Engineering, Inc. 191 NE Tari Lane Stevenson, WA 98648-4201 Phone: (425)881-5904 ,�, CITY OF RENTON Planning/Building/Public Works Dept. BY: BY: BY: BY: R-3929015 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS DATE: DATE: DATE: DATE: DATE: SONIC RENTON 12/28/16 PAGE. PLANTING DETAILS DRANING N0: L1.02 SHEET: 13 . 16 N 00 CO O O O i N 00 O O T 1 N N O O O 1 T a D I N z O z O z w oC N 0') co CD W U) U_ Z O (/) Z O P- Z W * * SURFACE MOUNTING PANEL SCHEDULE 65,000 AIC No. MDP LOCATION: EXTERIOR SERVING: SONICS 120/208 VOLTS 3PHASE 4WIRE 600 AMPS WITH 600 MAIN BREAKER COT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION COT N0. 1 PANEL A 16.80 225 3 7a57 3 2Z5Z 7 3 125 3 100 3 200 3 100 3 30/ i2 3QL 2 3QZ 2 15L 2 29Z 2 2QL 2 39Z 2 125 3 20 20 3QZ 2 SPARE 2 3 4 5 PANEL B SPARE 6 8 7 4.50 9 SPARE 10 11 12 13 PANEL C .50 SPARE 14 16 15 17 SPARE 18 19 SPARE 20 21 23 SPARE 22 24 25 SPARE SPARE 26 27 28 29 31 SPARE SPARE 30 32 33 34 35 SPARE 36 37 39 SPARE SPARE SPARE 38 40 41 42 REMARKS: SERVICE ENTRANCE RATED. CONNECTED LOAD: 28.3 KVA 79 AMPS DEMAND LOAD: 30.2 KVA 84 AMPS * PROVIDE HACR BREAKER ** PROVIDE GFCI BREAKER PROVIDE HANDLE TIES FOR ALL MULTI -CIRCUIT HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 MULTIWIRE BRANCH CIRCUITS, PART (B) DISCONNECTING MEANS. DRAWINGS ARE DIAGRAMMATIC. WHERE THE CONTRACTOR MODIFIES THE CIRCUITING, THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT, MULTI -POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE. ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. PANEL MDP LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING 7.76 X 1.25 220.19(A)(1) = 9.70 RECEPTS TO 10KW - X 1.00 220.44 = - RECEPTS OVER 10KW X 0.50 220.44 = - MOTORS (LARGEST) X 1.25 430.24 = - MOTORS X 1.00 430.24 = - KITCHEN EQUIP. X 0.65 220.56 = - WELDERS - X 1.00 630.11(B) _ - AIR CONDITIONING X 1.00 220.50 = - ELECTRIC HEAT - X 1.00 220.51 = - MISCELLANEOUS 20.54 X 1.00 = 20.54 TOTAL CONNECTED 28.3 KVA (79 AMPS) METER 120/208V, 3P/600 AMP ELECTRICAL SERVICE FROM POWER COMPANY TRANSFORMER EC TO PROVIDE FULL COORDINATION WITH U TI LI TY. C.T. CABINET O BY UTILITY CO. 2 SETS - (4) 350 KCMIL THWN, 4" CONDUITS TOTAL DEMAND 30.2 KVA (84 AMPS) 25,150A MDP 120/208V, 3 PHASE, 65 KAIC, 42 SPACE DISTRIBUTION PANEL "MDP" WITH 600 A MAIN CIRCUIT BREAKER NEMA 3R 2 SETS - (4) 350 KCMIL THWN, # 2/0 CU GROUND = 4" CONDUITS FLUSH MOUNTING PANEL SCHEDULE 22,000 AIC No. A LOCATION: KITCHEN SERVING: SONICS 120/208 VOLTS 3PHASE 4WIRE 225 AMPS WITH MAIN LUGS COT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION COT N0. 1 CANOPY LIGHTING 1.28 20 20 30 30 20 11 20 30 2 20 J 20 J 20 l 20 .80 CANOPY PAYS 2 3 SPARE .80 CANOPY MENU 4 5 CANOPY NIGHT LIGHTING CANOPY STAR STALL LED .23 SPARE SIGNAGE 6 8 7 .60 1.00 9 CANOPY STAR STALL LED .10 1.00 SIGNAGE 10 11 SPARE SPARE 12 13 SPARE 14 16 15 CANOPY & TOWER LED 1.00 17 TOWER SIGN 1.20 18 19 TOWER SIGN 1.20 20 21 TOWER SIGN 1.20 22 24 23 TOWER SIGN 1.20 25 TOWER LIGHTING .65 26 27 SPARE 28 29 SPARE SPARE 30 32 31 33 READER BOARD SIGN 3.84 34 35 36 37 POLE SIGN ORDER PEDESTAL 1.20 38 40 39 1.00 41 MENU BOARD 1.00 42 43 PREVIEW BOARD 1.00 44 45 ORDER PEDESTAL 1.00 46 48 47 MENU BOARD 1.00 49 PREVIEW BOARD 1.00 50 51 SPARE 52 53 1 SPARE SPARE 54 REMARKS:. CONNECTED LOAD: 16.8 KVA 47 AMPS DEMAND LOAD: 17.1 KVA 48 AMPS * PROVIDE GFI BREAKER PROVIDE HANDLE TIES FOR ALL MULTI -CIRCUIT HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 MULTIWIRE BRANCH CIRCUITS, PART (B) DISCONNECTING MEANS. DRAWINGS ARE DIAGRAMMATIC. WHERE THE CONTRACTOR MODIFIES THE CIRCUITING, THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT, MULTI -POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE. ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. PANEL A LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING 3.26 X 1.25 220.19(A)(1) = 4.08 RECEPTS TO 10KW - X 1.00 220.44 = - RECEPTS OVER 10KW - X 0.50 220.44 = - MOTORS (LARGEST) X 1.25 430.24 = MOTORS - X 1.00 430.24 = - KITCHEN EQUIP. X 1.00 220.56 = WELDERS - X 1.00 630.11(B) _ - AIR CONDITIONING X 1.00 220.50 = ELECTRIC HEAT - X 1.00 220.51 = - MISCELLANEOUS 20.04 X 1.00 = 20.04 TOTAL CONNECTED 16.8 KVA (47 AMPS) PROVIDE 65K/22K SERIES RATINGS FROM BREAKERS IN MDP FEEDING PANELS A, B, & C. EXTERIOR I INTERIOR 21,796A PANEL "A" 120/208V. 3PH., 4W. ISOLATED GRID. 225A. M.L.O. FLUSH MTD. NEMA 1 (4) # 1 /0 CU THWN (1) # 6 CU GROUND (1) # 6 CU IG GROUND (1) 2" CONDUIT SEE GROUNDING DETAIL THIS SHEET 600A ELECTRICAL RISER DIAGRAM SCALE: N.T.S. 20,955A PANEL "B" 120/208V 3PH., 4W. 225A. M.L.O. FLUSH MTD. NEMA 1 SECTION 1 (4) # 1 /0 CU TH WN (1) # 6 CU GROUND (1) 2" CONDUIT TOTAL DEMAND 17.1 KVA (48 AMPS) 19,340A PANEL "C" 120/208V 3PH., 4W. 225A. M.L.O. FLUSH MTD. NEMA 1 NO. REVISION J LIGHTING CONTACTORS. SEE DETAIL ON E2.01 FOR ADDITIONAL INFORMATION. FLUSH MOUNTING PANEL SCHEDULE 22,000 AIC No. B LOCATION: KITCHEN SERVING: SONICS 120/208 VOLTS 3PHASE 4WIRE 225 AMPS WITH MAIN LUGS COT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION COT N0. 1 SPARE ��3 30 3 20 20 20 30 2 20 30 3 30 2 �It !30 73 20 30 2 20 20 60 3 - 20 20 2QZ 2 20 2 60 3 - SPARE 2 3 4 5 SPARE SPARE 6 8 7 9 10 11 12 13 SPARE if SPARE 14 15 16 17 18 19 SPARE 20 21 22 23 SPARE SPARE 24 25 SPARE SPARE 26 27 1.50 POLE MOUNTED LIGHTS 28 29 30 31 SPARE 3.00 POLE MOUNTED LIGHTS 32 33 34 35 SPARE SPARE 36 37 38 39 40 41 SPARE - 42 REMARKS: CONNECTED LOAD: 4.5 KVA 13 AMPS DEMAND LOAD: 5.6 KVA 16 AMPS * SHUNT TRIP BREAKER PROVIDE HANDLE TIES FOR ALL MULTI CIRCUIT HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 MULTIWIRE BRANCH CIRCUITS, PART (B) DISCONNECTING MEANS. DRAWINGS ARE DIAGRAMMATIC. WHERE THE CONTRACTOR MODIFIES THE CIRCUITING, THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT, MULTI -POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE. ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. ELECTRICAL CONTRACTOR MUST PROVIDE EQUIPMENT CAPABLE OF A SERIES FAULT CURRENT RATING OF NOT LESS THAN 65K AIC. PROVIDE EQUIPMENT MANUFACTURERS SUBMITTAL DATA SHOWING COMBINED RATING OF FEEDER CIRCUIT BREAKER AT MDP AND DOWN STREAM BREAKERS AT PANELS "A", "B" & „C„ (4) # 1 CU THWN (1) # 6 CU GROUND (1) 1-1/2" CONDUIT * FLUSH MOUNTING PANEL SCHEDULE 22,000 AIC No. C LOCATION: KITCHEN SERVING: SONICS 120/208 VOLTS 3PHASE 4WIRE 225 AMPS WITH MAIN LUGS COT N0. LOAD DESCRIPTION KVA TRIP TRIP AMPS AMPS KVA LOAD DESCRIPTION COT N0. 1 SPARE 20 2 20 20 20 �2Z 15 2 20 �'2/ 20 2 20 20 20 l l 20 20 2 20 20 SPARE 2 3 4 5 6 8 7 9 10 11 12 13 15 14 16 17 18 19 20 21 23 22 24 25 26 27 28 29 30 32 31 33 34 35 36 37 SPARE .50 38 40 39 BACKFLOW DEVICE 41 SPARE SPARE 42 REMARKS: L CONNECTED LOAD: .5 KVA 1 AMPS DEMAND LOAD: .5 KVA 1 AMPS PROVIDE HANDLE TIES FOR ALL MULTI -CIRCUIT HOMERUNS SHARING A NEUTRAL PER THE NATIONAL ELECTRIC CODE ARTICLE 210.4 MULTIWIRE BRANCH CIRCUITS, PART (B) DISCONNECTING MEANS. DRAWINGS ARE DIAGRAMMATIC. WHERE THE CONTRACTOR MODIFIES THE CIRCUITING, THE CONTRACTOR SHALL PROVIDE AN INDIVIDUAL NEUTRAL PER CIRCUIT, MULTI -POLE CIRCUIT BREAKERS, OR CIRCUIT BREAKER HANDLE TIE TO MEET THE NEC ARTICLE. ALL COSTS ASSOCIATED WITH MODIFICATIONS SHALL BE INCLUDED IN THE CONTRACTOR'S BID. PANEL B LOAD CALCULATIONS PANEL C LOAD CALCULATIONS SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD SERVICE KVA LOAD FACTOR NEC REF. DEMAND LOAD LIGHTING 4.50 X 1.25 220.19(A)(1) = 5.63 LIGHTING - X 1.25 220.19(A)(1) _ RECEPTS TO 10KW - X 1.00 220.44 = - RECEPTS TO 10KW - X 1.00 220.44 = - RECEPTS OVER 10KW - X 0.50 220.44 = RECEPTS OVER 10KW - X 0.50 220.44 = MOTORS (LARGEST) - X 1.25 430.24 = MOTORS (LARGEST) - X 1.25 430.24 = MOTORS - X 1.00 430.24 = MOTORS - X 1.00 430.24 = KITCHEN EQUIP. - X 0.65 220.56 = KITCHEN EQUIP. - X 0.65 220.56 = WELDERS - X 1.00 630.11(B) _ - WELDERS - X 1.00 630.11(B) _ - AIR CONDITIONING - X 1.00 220.50 = AIR CONDITIONING - X 1.00 220.50 = ELECTRIC HEAT - X 1.00 220.51 = - ELECTRIC HEAT - X 1.00 220.51 = - MISCELLANEOUS - X 1.00 = MISCELLANEOUS .50 X 1.00 = .50 TOTAL CONNECTED 4.5 KVA (13 AMPS) METAL FRAME OF BUILDING CONNECTIONS MADE WITHIN 5'-0" OF POINT OF ENTRANCE OF PIPE #2/0 AWG CU * size per table 250.66, 3/0 max #6 AWG CU MIN. 0" x 10'-0" COPPE CLAD GROUND ROD TOTAL DEMAND 5.6 KVA (16 AMPS) Ou0 D TOTAL CONNECTED .5 KVA (1 AMPS) MAIN SERVICE EQUIPMENT #2/0 AWG CU GROUNDING ELECTRODE CONDUCTOR * size per table 250.66, 3/0 max AL WATER PIPE / CONCRETE ENCASED ELECTRODE �- AT LEAST 20'-0" LONG (#4 AWG AWG CU. CU MIN. OR D" DIA. MIN. STEEL REINFORCING BAR) 0 SIZED NO SMALLER THAN #2 AWG CU MIN. GROUND RING AT THE GROUND RING LEAST 20'-0" LONG i3� GROUNDING ELECTRODE DETAIL SCALE: N.T.S. TOTAL DEMAND .5 KVA (1 AMPS) R-3929017. APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS O N N O O O T a J BY: DATE: BY: DATE: CROSS ENGINEERS, INC BY: DATE: 6509 6th Avenue Phone: (253) 759-0118 BY: DATE: _U Z Tacoma, WA 98406 Job Number: 17-046 O info@crossengineers.com 0 SURVI YI D_ SCALE: AS SHOWN VERTICAL: DAVD 1988 HORIZONTAL NAD 1983/1991 C T Y O RENTON SONICS DATE: 4.28.2017 Z DI SlGfdl li B.JA FIELDBOOK: R E N TO N PACE Z DRA,CK BJA POWER RISER DIAGRAM / DRAWING N0: EO.0 1 ON= INC- U AI FI SGAIF IF VOT ONE NCH °ABM Planning/Building/Public works Dept. PANEL SCHEDULES Z W CH ARID _jv DA E APPR SCALE ACCORDINGY Ir APPROVI D. SHEET. OF 15 16 GENERAL NOTES N co W U_ z O U) z O z w rr SIGN ELECTRICAL SITE PLAN SCALE: 1 "=10'-0" SURVEYED: 5CAI1: DESIGNED: AS SHOWN JA DRAWN: BJA ONE INCH CHECKED: AT FULL SCALE IF NOT ONE INCH APPROVED: SCALE ACCORDINGLY N0. REVISION EU DATE APPR VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1. THIS PLAN IS FOR WIRING AND SCHEMATIC PURPOSES. DO NOT SCALE THIS PLAN. REFER TO CIVIL SITE PLAN. 2. ALL LOW VOLTAGE WIRING INCLUDING WIRING FOR MUSIC, PAYS AND SPEAKERS SHALL BE RATED FOR 600 VOLTS MINIMUM IF IN A CONDUIT WITH 120V WIRING. 3. E.C. TO PROVIDE HANDLE TIES TO SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS OF MULTI -WIRE BRANCH CIRCUITS PER NEC 210.4. KEYED NOTES Ot LOW VOLTAGE TRANSFORMER FOR LED STALL STARS. TRANSFORMER TO BE ROOF MOUNTED IN WP ENCLOSURE. ELECTRICAL CONTRACTOR SHALL COORDINATE REQUIREMENT WITH LED INSTALLER. CONNECT A MAXIMUM OF (8) STALL STARS PER TRANSFORMER. SEE SHEET A7.01 FOR EXACT NUMBER OF "STALL STARS" & SHEET SP5.01 FOR TRANSFORMER SPECIFICATION. O2 SEE ARCHITECTURAL SHEET A7.01 FOR MORE INFORMATION ON STALL STARS. VERIFY QUANTITY WITH DETAIL. O PROVIDE JUNCTION BOXES W/WP COVER ABOVE CANOPY, MTD. TO ROOF FOR CONNECTION / EXTENTION OF CONDUIT & WIRING FROM CANOPY LIGHTS, MENU LIGHTS, & LED LIGHTING TRANSFORMERS. EXTEND CONDUIT FROM JUNCTION BOX TO ADJ. SUPPORT COLUMN & DOWN COLUMN. EXTEND CONDUIT & CONDUCTORS TO PANEL "A". O LOLLYPOP STATIONS - PROVIDE JUNCTION BOXES W/WP COVER MOUNTED ON BACKSIDE OF MENU STRUCTURE FOR MENU LIGHTS. EXTEND CONDUIT FROM JUNCTION BOX TO ADJ. MENU FOR CONTUATION. EXTEND CONDUIT & CONDUCTORS TO PANEL "A". O MOUNT CANOPY LIGHTING FIXTURES TO CANOPY DECK, ALIGN WITH TOP OF CANOPY COLUMNS. Os CANOPY LIGHTING CIRCUITRY SHALL BE ROUTED OVERHEAD. 0 1-1/2" CONDUIT LOOPED OVERHEAD FOR MENU SPEAKER WIRING. O 1" CONDUIT LOOPED OVERHEAD FOR MENU LIGHTING. Os NIGHT LIGHT. CONNECT TO CIRCUIT A5, BYPASS LIGHTING CONTACTOR. to CONDUIT U.G. TO JUNCTION BOX FOR SPEAKER WIRE AND MUSIC WIRING. - SEE DETAIL 2/E2.03 tt PHOTO CELL ON ROOF FOR LIGHTING CONTROL. 9NOT USED. t3 PROVIDE 250V, 30A/2P, NEMA 3R, NON -FUSED DISCONNECT AT BASE OF MAIN SIGN FOR OPTEC SIGNAGE. CONTRACTOR MUST VERIFY LOCATION ON SITE PLAN. EXTEND 1" CONDUIT W/(4) #10 CU THWN AND (1) #10 THWN CU GROUND FROM PANEL A. IF LENGTH EXCEEDS 150', BRANCH CIRCUITRY SHALL BE UP -SIZED TO (4) #8 CU, (1) #8 CU GROUND IN 1" CONDUIT. 9PROVIDE WP, NEMA 3R, JUNCTION BOX ON ROOF AT BASE OF TOWER FOR EACH TOWER SIGN. E.C. TO PROVIDE CONDUIT, WIRING, AND ELECTRICAL CONNECTION. PROVIDE 120V, 1P/20 AMP SWITCH IN ACCESSIBLE LOCATION FOR SIGN DISCONNECT MEANS. t5 POLE MOUNTED SITE LIGHTING. CONTRACTOR MUST VERIFY NUMBER AND LOCATIONS ON SITE PLAN. EXTEND 1" CONDUIT W/(3) #8 CU THWN & (1) #10 CU GROUND FROM EACH POLE LOCATION TO PANEL "B". MAX. OF 2 HEADS PER CIRCUIT. SEE CIVIL PLANS FOR SITE DETAILS. is U.G. DETECTOR LOOP, SPEAKER PEDESTAL, & MENU BOARD. SEE CIVIL AND ARCHITECTURAL DRAWINGS FOR SITE DETAILS. 0 1-1/2" CONDUIT UNDERGROUND FOR MENU SPEAKER WIRING. is 3/4" CONDUIT UNDERGROUND FOR PREVIEW BOARD, ORDER PEDESTAL, MENU, & MENU LIGHTING. is NOT USED. Q PROVIDE LED LIGHT OUTLINE AT FRONT EDGE OF ARCHED CANOPY -COLOR "GREEN". PROVIDE LOCATION FOR TRANSFORMER ABOVE SIDE CANOPY AT ONE SIDE IN WATER TIGHT BOX W/ELEC. E.C. TO PROVIDE PIGTAIL COORDINATE REQUIREMENTS WITH LED VENDOR. 2t NOT USED. © TRANSFORMER AND WHIP FOR TOWER LED -COLOR "BLUE"- SUPPLIED WITH TOWER. E.C. TO PROVIDE CONDUIT, WIRING, AND ELEC. CONNECTION. © PROVIDE (1) 5/8" X 8' GALVANIZED GROUND ROD AT BASE OF MAIN SIGN. INSTALL (1) #6 CU GROUND WIRE IN CONDUIT UP THE POLE TO A HEIGHT OF 12' ABOVE GRADE. LEAVE 15' EXCESS OF THE GROUND WIRE FOR BONDING TO INCOMING GROUND WIRE. CONNECTION BY OTHERS. 0 TYPE "P" WALL MOUNTED FLOOD LIGHTS TO ILLUMINATE UNDERSIDE OF TOWER. MOUNT LIGHT TO WALLS OF TOWER. 0 AUTOMATIC LAWN SPRINKLER CONTROLLER. MOUNTED AT 60" A.F.F.. INSTALL 1-1/2" CONDUIT U.G. TO NEAREST LANDSCAPE AREA. WIRING BY OTHERS. REF: LANDSCAPE PLAN, IF PROVIDED. VERIFY EXACT LOCATION. 0 120V, 1PH, 20 AMP GFI RECEIPT. FOR AUTOMATIC SPRINKLER CONTROLLER AND HEAT TAPE FOR HOT AND COLD WATER LINES. REFER TO SHEET E2.02 FOR LOCATION & CIRCUIT INFORMATION. 0 PROVIDE DISCONNECT SWITCH, POWER, & LOW VOLTAGE CONDUIT FOR POLE MOUNTED SIGN. VERIFY SIZE OF CONDUIT AND ALL SIGN REQUIREMENTS PRIOR TO BID AND INCLUDE IN BID. ADJUST ACCORDINGLY. <@ PROVIDE POWER & ALL ASSOCIATED COMPONENTS FOR BACKFLOW DEVICE WIRING CONNECTION. VERIFY LOCATION AND ALL REQUIREMENTS PRIOR TO BID AND INCLUDE IN BID. ADJUST ACCORDINGLY. 0 PROVIDE 2" CONDUIT U.G. TO JUNCTION BOX WITH PULL STRING FOR FUTURE POS TO COLUMN AS SHOWN. 3o PROVIDE 3/4" CONDUIT U.G. TO JUNCTION BOX WITH PULL STRING FOR FUTURE POWER TO COLUMN AS SHOWN. 3t NOT USED. 0 PROVIDE 3/4" CONDUIT U.G. TO JUNCTION BOX FOR EVERY 15 STALLS. Q PROVIDE 2" CONDUIT U.G. FOR EVERY 8 STALLS WITH PULL STRING FOR PAYS, MUSIC, & SPEAKER WIRING. 1-1/2" CONDUIT LOOPED UNDERGROUND FOR MENU SPEAKER WIRING AND 1" CONDUIT LOOPED UNDERGROUND FOR MENU LIGHTING. CROSS ENGINEERS, INC 6509 6th Avenue Tacoma, WA 98406 info@crossengineers.com Phone: (253) 759-0118 Job Number: 17-046 C TY OF REN ON Planning/Building/Public Works Dept. R-3929018 APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: _U BY: DATE: z �0 DATE: RENTON SONICS 4.28.2017 z FIELDBOOK: O ELECTRICAL SITE PLAN PAGE z DRAWING NO E1.01 w SHEET C IF: 1 C