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HomeMy WebLinkAboutzR-4228SetLO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a 00 0 0 w CATCH BASIN A-1 RIM=20.92' IE(NE)=17.41' 12"DI IE(NW)=16.07' 12"DI IE(S)=16.23' 12"DI CATCH BASIN A-2 RIM=20.14' IE(N)=18.07' 12"CONC IE(E)=18.09' 12"CONC CATCH BASIN A-3 RIM=20.03' IE(N)=18.43' 12"CONC CATCH BASIN A-4 RIM=20.85' IE(N)=16.87' 18"HDPE IE(W)=15.49' 24"HDPE SCALE 20 0 10 20 40 ( FEET) CATCHBASIN 1 INCH = 20 FT. RIM=20.36' IE(N)=15.12' 8"PVC IE(W)=15.28' 24"HDPE IE(E)=15.14' 24"HDPE IE(S)=16.76' 12"CONC GRASS \ � -0G-Tx, 207 bGTx / UGTx UGTx UGTx JJGTx ------20-_---- _--- - - 3Px UGPx UGPx UGPx UG�x II P -FOx FOx FOx FOx FOx FOx FOx \ `27, SW 16TH S T. x N89°33'59"E 1156.60' i i I i K Gx-Gx-Gx-Gx-Gx 3- Gx i Wx-Wx Wx Wx Wx Wx Wx STORM MH A-1 RIM=21.12' IE(N)=15.71' 12"HDPE IE(W)=15.16' 24"HDPE IE(E)=15.28' 24"HDPE IE(S)=16.56' 12"CONC SEWER MH A-1 RIM=21.02' IE(N)=8.09' 8"PVC IE(W)=6.55' 24"CONC IE(E)=6.92' 18"CONC IE(S)=8.48' 8"PVC MON M-1 FOUND MON IN CASE 1.5" BRASS DISK w/PUNCH IN CONC DOWN 0.15' 5-23-2022 MON M-2 FOUND MON IN CASE 2" BRASS DISK w/PUNCH IN CONC DOWN 1.45' 5-23-2022 ASPH i I w I i x 6' CHAIN LINK FENCE w x I cv o I w/ 1'BARBED WIRE ON TOP nx w � I I N I �x x � I I/ 9 FOUND MON IN CASE I c �- II x Z) JX O 1/4" PIN IN CONC DOWN 0.70' 0 5-23-2022 x a) p p w ASPH ( Z w I x x N = G) 0 �x � O x x I Q O- x (D -- 27� Gu) Z) 0 x -Q - - x Ir � x ❑� °I 6' CHAIN LINK U x � L x� I UGPx RRG O w/ 1'BARBED o �_wx \ x 1 I x N I � 3 / GRAVELI x �o / o / N 0 x x / z 00 U o0 BUILDIN w l Qrn 0 S 0 o m o; II x CATCHBA SECTION CORNER ROAD MONUMENT BENCHMARK Oo FOUND REBAR/CAP m T COMMUNICATION JUNCTION BOX ® STORM CATCH BASIN �T COMMUNICATION VAULT ( STORM MANHOLE OT COMMUNICATION MANHOLE *CO STORM CLEAN OUT ® COMMUNICATION CABINET A STORM CULVERT M WATER VALVE 7YC POWER POLE w/LIGHT ® WATER METER -0- POWER POLE Q FIRE HYDRANT O-� LIGHT POLE w/ARM O WATER MANHOLE �W WATER VAULT �X YARD LIGHT/LIGHT POLE w/OUT ARM IRRG � IRRIGATION CONTROL BOX Ell P POWER JUNCTION BOX PRESSURE RELEASE VALVE © POWER VAULT WATER SPIGOT Q TRANSFORMER Q MONITORING WELL © POWER CABINET GUY ANCHOR Kl� GAS VALVE N= it w N I Q RIM=20.26' < Q Q Q 1 c NCO IE(W)=18.16' 12"DI z_ ri o L-- ---� co x I w I ASPH IR ED it it - Cl o POLE #'S 317320 & 165551 ASPH c) II w I Z (!l x jR \ 0 = -GRASS �� SDx O SDx / IRRG RRC C B SIN A-1x I - ��--R4 Tn�clh; ` O CI 8"PVC CULVERT 6' CHAIN LINK FENCE ILIM IE 20� 1'BARBED WIRE ON TOP 4 IE S RRGIE=17.80' I ! / Tx UGP UGTx UGU Px O O O ::Zwl �- - O _ _ O O 0-0- Tx / X0 1 I r�� L - - - _ F()x - EOY - - rn Ox - rElx�- �� - -€ice id ` + � SEWER MH A-1 � ) ( X 19 - ------- � - f (MH2488) I ---------- ---- ---- - O-------DITCK ----- DITCH __=�T1-----WTCH- S - - S x SSx - x - - - - _ DITCH _ _ P J FOx FOx FO x F ���z �� SSA- Ste- - --- - --18 - __----- __ - - - - / SDx SDx SDx SDx SDx x S - - - SSx - 19 _ --- SSx----20_ --SS _-x-- ---- ------ / x I = G� 18 HDPE CULVERT / (n x O W CMP RIS BAR o FOx Ox� O F'Oxo F x FOx FOx F x Ox R�� RF FOx Fps x FOx FOx FOx FOx w p G IE=13 CATCHBASIN 12"DI CULVERT - -2� % o x ?� O �27 RIM=20.32' IE(N)=17.62' - - - - / cA � ASPH x �� x CATCH BASIN A-4' IE(N)=17.62' 12"DI 0 ASPH 2 STORM MH A-1 x IE S=17.62' U 04 MON M-2 MON M-1 6(MPE) Gx Gx Gx O Gx Gx Gx Gx Gx Gx Gx=qGX-Gx-Gx-Gx-Gx- Gx - oo CATCHBASIN x Gx \ Gx Nx x >< x POLE S 317317 & 165561 0 # RIM=20.25' � �- x I x 2"PVC DROP DOWN S-SIDE o IE N=17.75' 12"DI 12"W DI) 1 12"W(DI) ( ) Wx x Wx Wx Wx Wx Wx � Wx Nx Wx x Wx � / �Ix c� --------- --- �x_ G x x x x x x x Gx- - -21- - -CAP,- OHPx 4 P�nNc \`1Q�HPx OHPx OH x122-PFTRf11. 1 I � OHPx - - OHPx OHPx - - OHPx- - - OH - - CONC WALK 21- OH - - -- - - - - - - - _--------------------------- OHPx OHPx -� _ _ - - - FOx rfO - FOx FOx _ FOx FO_x FOx _ _ FOx FOx_ FOx CATCHBASIN FOx - FOx CHIP j-O P� � / / �� - _ - - - - - - _ -23- - - - - - - _ _ - - - POLE #'S 317319 & 16 OHPx 0N� OHPx OHPx FOR LEASE I / P - - - - - - - - - - - - - - - - - )HPx OHPx OHPx HPx OHPx IE(N)=17.97' 12"C - - - - - x0 _ _ -_- - - - ,- _ - - - - - - - - - - - - - - - - - - - - - %X + 10 GPx x UGPx - -UGPx� t1G�x UGPx GPx - x- - - --23---- - - -------------- CATCH BASIN A-3 // / � --- �� �-------� - - CATCH BASIN A-2 x // / c - / - - _24_ - z c� Oz Q Y �< Q< d 0 z 3PH PARKING LOT FPO CATCHBASIN RIM=18.31' GRASS 20 ' ^ - _ IE(S)=16.44' 8"PVC - - _ TRENCH DRAIN U Tx �-UGTx UGTx UGTx UGTx � � �U - 79, FOx FO _ _-- -_- --� - ASPH - - SSx SSx UGPx UGPx UGPx GPx UG FOx FOx FOx FOx FOx FOx x � ASPH I GQ Gx Wx Wx Wx Gx Gx Wx Wx 6"G(MPE) G Gx Wx Wx r Z0 �� zO Oz zCD 0z NQY z0 Oz I Oz Q Y QY Q Q Q I �Q QC Q� Qa IaOw O O \ Od z 0 O z Q � Q<I o z I �z HORIZONTAL DATUM: NAD83-2011 EPOCH 2O10 DERIVED FROM WSRN AND NGS CORS VERTICAL DATUM: NAVD-88 BASIS OF BEARINGS: WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE BENCHMARK: SET 3 1 /2" BRASS DISK STAMPED "CITY OF RENTON BM" IN THE TOP OF THE EAST END OF THE CONCRETE RAILING ON THE NORTH SIDE OF THE S.W. 16TH STREET BRIDGE OVER THE P-1 CHANNEL. BRIDGE IS LOCATED JUST WEST OF THE INTERSECTION OF S.W. 16TH STREET AND OAKSDALE AVENUE S.W. ELEVATION = 24.157' PRIMARY CREW: C. HJORTEN & T. WHITE OFFICE TECH: C. HJORTEN R/W CREATED BY J. PURKEY DATE: 5-23-2022 GEOREGISTRATION NOTES: NE 1 /4 OF THE SE 1 /4 OF SEC. 24, T. 23 N., R. 4 E., W.M. & NW 1 /4, SW 1 /4, & SE 1 /4, OF THE SW 1 /4 OF SEC. 19, T. 23., R. 4 E., W.M. SURVEY CONTROL TABLE POINT # NORTHING EASTING ELEVATION DESCRIPTION 900 173109.40 1295586.23 20.20 FIND MON - 901 173117.01 1296615.93 25.62 FIND MON - 2001 173242.43 1295588.08 20.05 FIND MON - 2002 173109.41 1295576.23 21.44 FIND MON - 2003 173100.66 1294419.66 20.56 FIND MON - 2004 173128.15 1294341.35 24.16 SUFB 2006 171905.03 1297811.76 18.08 FIND MON - 2008 170580.24 1296554.74 21.24 FIND MON - 2010 171882.36 1295569.14 21.61 FND REBAR - CNTRL - Gx \\ \\�� RENTON I SDx SDx I y - -- - - - - - _ -- --- - - --- \ \ PARK 405 I Q IQI U \ //nn Q V I N }yI // I I ❑x J I0I _ �x / NO AMAZON / 1 I I LiJ 1 9� i�� I i ASPH PARKING LOT �, PARKING / I I Ox > x / / 6' CH Q Z) ( x - -❑ I II _ \I \I IlOx l x x 0 1 Vex J I I° W I II o I I I cal N I / �d Q Q I�xI N / I I I I I a. I° I O o NO AMAZON I I x t III PARKING I I I N N N P I U\ UGP AP x I Ix BUILDING I I I I I I I I° W I 0 I I I v I I � NO AVAZNOG z z x i nPARKI I *coo of �� Q YI I \ Q� xQ w \ I I o I �o l I II \� z GS I x E a I I MATCH LINE STATION 13+30 N0. REVISION O SEWER/SANITARY MANHOLE Ocos SEWER/SANITARY CLEAN OU7 n SIGN O BOLLARD ❑ POST • STANDPIPE ❑� MAILBOX FPO FLAG POLE 0 TREE(DECIDUOUS) TREE(CONIFER) - SECTION LINE ROAD CENTER LINE - - RIGHT OF WAY - - - - - - - - MAJOR CONTOUR LINE MINOR CONTOUR LINE EASEMENT LINE POWER (UNDERGROUND) UGPx POWER (OVERHEAD) OHPx COMMUNICATION (UNDERGROUND) UGTx FIBER OPTIC (UNDERGROUND) Fax WATER LINE Wx GAS LINE Gx STORM LINE SDx SSx SEWER/SANITARY LINE SIDEWALK EDGE - ------- - - -- GRAVEL EDGE O O FENCE (CHAIN LINK) DITCH DITCH (CENTERLINE) ASPH PARKING LOT - I AIN - - - - - - NO AMAZON MATCH LINE STATION 13+30 U) PARKING / II I u- x LINK FENCE oLL I U) I I I II \ IIx 6CHAIN LINK FENCE \ I I cn z_ z_ O Y \ NO AMAZON - -- J I Q Y I Q N I N 7 N N � PARKING /I I O �0 I I m o� ICco I Q I III fI x x O I LL can 10 I \ I I x L U) \ I I c x I CATCHBASIN 40'x I 0 I I I RIM=24.22' I I 0� I I0J I NO OVISIBLE PIPE _ I�� SIGN POST, LL I U)o N G 0- ° SDMH NO SIGN I I �x x 0 RIM=21.81' I I �' IE(S)=13.45' 12"CONC IE(E>-13.76' 12"GONG R-422802 O SURVEYED: WHP/NV5 DESIGNED: DRAWN: CHECKED: BY DATE APPR I APPROVED: SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'WHP x AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M 33148 I CITY OF RENTON Plan ning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL Michael Sippo 11/04/2022 SWA2 AMAZON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW TOPOGRAPHY PLAN LO III It It C) N �, u T LO 0 N Z O N Q DATE: 5 9-27-2022 Q FIELDBOOK: IN PAGE: DRAWING NO: C2.0.1 C� v' SHEET: OF: 02 36 00 N N O 30 - I L 30 0 w 28 — o — 28 Ln O O 26 — ++ O Q CO � O + N M + CI)O 0 + 0 O O O + to 0) O O. O O O— + O O O COO — 26 24 LO N rn ��— N cfl N24 17Ln rn�. +°) to to l oto H LL_ Q U7 Q (n —O + O 22 — N LL � L� H < � � L� — 22 2. 13% 1 —2 Cl) � L� .13% 26% 0.60% 0.69% �' � � cn. � 0.55% 0.43% 0.52% 0.47% 0.03% 20 20 18 EXIST. FINISHED 18 SURFACE AT CENTERLINE 16 16 14 — 14 12 I I I I I 112 10+00 10+50 11 +00 11 +50 12+00 12+50 13+00 13+50 14+00 14+50 15+0015+10 SCALE H: 1"=20' V: 1 "= 5' o '30,10' 20, o Cn O c1 WQ I � I / � � Y � Q 1 / I STRIPING�I o 1 0 3 � w 1 w / I w ) / x �~ � I � z x P / �> o EXISTING C&G w C) I x�/ P NI o w I ' I I I >cn I I� ) i _ ASPH PARKING LOT I /x 1801 L N D AVE SW ASPH PARKING LOT l! 1 o LIMIT o W'(JRK 0— Lo I �� I CONC \ P l 17' 16.8' F Ok FG I EXISTING STORM DRAIN MANHOLE 8' CHAIN LINK FENCE EXISTING LIGHT AND JUNCTION BOX S x SSx 5.9 (RIM 25.43) � _ �g - ���x� -7 �� EXISTING STORM I - - - - - z I k \ � J (IE 15.43) � TREES (TYP) \ - c� I EXISTING SEWER Q cT �(/GP MIXED VEGETATl-01d-- - I 0 MANHOLE J UGPx x UGPx— UGPx UGP — UGPx UGPx _ UGPx t (RIM 22.04) x — — — — — R/W '22 — — — = _ _ — Gx ^ ' � '" - - - - ` _ UGPx GPx UGPx — — — — - \ - - - - - - - - �- - - ^� / EXISTING � - - / - / GTx MIXED VEGETATION U x UGPx UGPx U x Sc' P -�- — — — �� / ELECTRIC VAULT U Tx UGTx Y UGPx J UGPx Q UGTx UGTx UGTx UGPx UGPxaQ — — GPx UGTx UGTx UGTx L,� UGPx UGPx UGPx l� — — — — — DRAIN MANHOLE �\ 5.4' I (IE 13.45) U X� \ G Gx vx Gx G x Gx Gx x Tx G 22 Gx GT x x 0- Gx xc �0 x Gx �__�_ x x _ �-_ z ,_ Uz=21— 6,c� — — —Gly- — �x— — — _Gum _ -- - (RIM 21.44) (IE 11.69)\�\I -I I I -� �� _ _ — — _ '<� \-' NO PARKING _����--\r--- 4 _T _ / x \_�-----------�i �- _ ��-- ��---"��- G � _� \ _ _ FOx FOx FOx x �/ F ��r ��� -- �� -- 20- �� -- --F x I�IN a I,-�r I I lit/ I , t 61',I ' \ �-� 1 I I GRAVEL DITCH / N 171912.54 x x x EXISTING STORM DRAIN MANHOLE / E 1295569.58 F x Fcg.3 —AM 30� DITCH \ TCH - - - _ _ _ GRAVEL X EDGE OF PAVEMENT Fox Fox - �� — — x-�� mx —,se>l Fox Fox Fox Fox _ �r6x - - a WX _ ��x x W W EXISTING C&G 'F� _ o Wx Wx Wx Wx Wx Wx Wx Wx x rnI ,12 I I I I .-1N I � (RIM 22.16)' 1 4 ASPH G�+ I o \STRIPING-,,,,xT INTERSECTION a 21 _ NO PARKING ASPH 2 (IE 10.61)- 1 0 10+50.00 11 _ 1 X'20 x � I-� ��►►TT _ Q+ x +00.00 11 +50.00 12+00.00 12+58a6, 13+00.00 13+50.00 x 14+00.00 ASPH 14+50.00 x x EXISTING C&G / / -- SDx SSTRIA SDx SDx / STRIPIN I (3 _TSX-- SDx SDx SD SDx SD SDx 5Dx— SDx SDx SDx x N I _. ImSD " SDx SDx SDx- — SDx - SD) SDx qn, S x� = SDx x _ _ _ N 171911.40 c _ en.,�/ SDx EXISTING CATCH BASIN SDx SDx SDx au 1 8•3' � N EXISTING STORM ,-. / GRAVEL N DRAIN MANHOLE / 30 NO PARKING �'� EDGE OF PAVEMENT) GRAVEL -------------�_�_ / �PED. E 1295919.22 AHEAD SIGN (RIM 19.17) (IE 16.85) Cl) _ r \� / � J Q�1 (RIM 22.12) p 21/------------- BROKEN NO - - -- 20==�____- ------------------ �L------------___ ----____ GRAVEL CONC 0 / �� %/� �19 a JG---` PARKING SIGN (IE 7.02) �i -- --_- v G� / v / ,-- — _ _-- z1110 CO / / '' ----1 __ _�i / — ( I FIXED VEGETATION ---_ � -__ WALK CONC DWY -- _ _ _ x CONC WALK GPI - /?O - - - -_ _ _ - - o %�/'- v + �+ i'/9� FOR LEASE - _ �� - - R/W - - - I IL _ I \\ - - - - \ - - - - - - - - _ MIXED VEGETATION - - x -� I a\/19 - - MIXED - - - - - - - VEGETATION - - - - G / ' ' - -------------------- 1 I N D AVE W---18---------------- - ASPH �,- I p\\ON/ C��� 6+ ,� /// STOP SIGN_----�- -----17--------- - -- yr,((� \ \ Cn 1 / + + � x E JGQ / co / / , NO PARKING x-19--1 � � 1901 SW / JGQ " RAYM ON D AVE N 100, 26 N n N zs R-422803 0 I X i AIR IN COMPLIANCE WITH CITY OF RENTON STANDARDS IWHaC C o Nos ���✓ DEVELOPMENT ENGINEERING 0' 20' 40' 60' Michael Sippo 11 /04/2022 SCALE 9 "= 20' t' AN N 5 COMPANY 00 Y 19201 120th Ave NE, Suite 201 +d 22011752 Q Bothell, WA 98011 IST ��SSpNAL��l� 0 425-951-4800 www.NV5.com N CD N SURVEYED: SCALE: VERTICAL: NAVD 1988 • 1 „— 20 , HORIZONTAL: NAD 1983/1991 CITY Y ® 0 F DATE: J DESIGNED: TOPOGRAPHY PLAN —19 T H FIELDBOOK: DRAWN: RENTON PAGE: ONEINCH DATUM STREET DRAWING N0: WIDENING < Q CHECKED: AT Planning/Building/Public Works Dept. C2.1 .2 z L.LJ l N0. REVISION BY DATE APPR APPROVED: IF NOT ONE INCH SCALE ACCORDINGLY OF: SHEET: 03 36 �u , M C'7 N 0 O Q J LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a 00 N N 0 0 W z O N Q 5 Q Q LEGEND SILT FENCE SF SF EXISTING CONTOUR 10 CATCH BASIN INSERT ❑■ NOTES: 10 CONSTRUCT SILT FENCE. SEE CITY OF RENTON STANDARD PLAN 214.00. O2 CONSTRUCT CATCH BASIN INSERT. SEE CITY OF RENTON STD PLAN 216.30. O CONSTRUCT DITCH CHECK DAMS. SEE CITY OF RENTON STD PLAN 217.40. SWPP PLAN NOTES: 1. NO HAZARDOUS LIQUID PRODUCTS, INCLUDING BUT NOT LIMITED TO PETROLEUM PRODUCTS, FUEL, SOLVENTS, DETERGENTS, PAINT, PESTICIDES, CONCRETE ADMIXTURES AND FORM OILS SHALL BE STORED ON -SITE WITHOUT PRIOR APPROVAL. IF REQUESTED, THE CONTRACTOR SHALL PROVIDE FOR SPILL CONTAINMENT IN ACCORDANCE WITH KING COUNTY AND CITY OF RENTON REQUIREMENTS. CONTRACTOR SHALL PROVIDE A LIST OF THESE TYPES AND SIZES OF LIQUIDS THAT WILL BE STORED/HANDLED ON SITE. CONTRACTOR WILL ALSO SHOW THE PROPOSED LOCATION FOR STORAGE ON A PROJECT SITE PLAN AND WILL PROVIDE A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND KING COUNTY SHALL REVIEW AND APPROVE THE PLAN PRIOR TO STORAGE. 2. CONSTRUCTION WASTE SHALL BE PROMPTLY REMOVED FROM THE SITE AND SHALL NOT BE STOCKPILED. 3. NO STATIONARY FUEL TANKS SHALL BE ALLOWED. 4. FUELING OF CONSTRUCTION EQUIPMENT SHALL BE A MOBILE FUEL TRUCK AND SHALL BE ALLOWED ONLY IN PAVED AREAS. CONTRACTOR SHALL PROVIDE A PLAN FOR FUELING AREA SPILL CONTAINMENT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON WITH A PROPOSED METHOD OF SECONDARY CONTAINMENT. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON, SHALL REVIEW AND APPROVE THE PLAN PRIOR TO FUELING. ALL SPILLS, CONTAINMENT, AND CLEAN UP SHALL BE THE CONTRACTOR'S RESPONSIBILITY AND AT THEIR OWN EXPENSE. 5. FUELING OF CONSTRUCTION EQUIPMENT SHALL ONLY BE ALLOWED DURING DAYLIGHT HOURS. 6. THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT THAT REQUIRES SIGNIFICANT REPAIR. MINOR REPAIRS OR MAINTENANCE MAY BE ALLOWED ON SITE IN AN APPROVED AREA. THE CONTRACTOR SHALL SUBMIT A PLAN FOR THE PROPOSED LOCATION OF VEHICLE MAINTENANCE AND REPAIR AND SHALL INDICATE THE PROPOSED METHOD OF CONTAINMENT FOR POSSIBLE LEAKING VEHICLE FLUIDS. THE CONTRACTOR SHALL ALSO PROVIDE A PLAN TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON FOR THE COLLECTION, STORAGE, AND DISPOSAL OF VEHICLE FLUIDS. THE OWNER'S REPRESENTATIVE AND CITY OF RENTON SHALL REVIEW AND APPROVE PLAN PRIOR TO ANY ON -SITE MAINTENANCE. 7. TRUCK WASHOUT SHALL NOT BE ALLOWED ON SITE. THE CONTRACTOR SHALL PROVIDE TRUCK WASHOUT OFF -SITE AT AN APPROVED AND LEGAL LOCATION. 8. CONTRACTOR SHALL PROVIDE TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON THE LOCATION OF SPILL RESPONSE MATERIALS. CONTRACTOR WILL ALSO IDENTIFY DISPOSAL METHODS FOR CONTAMINATED WATER AND SOIL AFTER A SPILL. 9. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR POLLUTION PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 10. THE CONTRACTOR SHALL PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE POLLUTION PREVENTION BMP's AND RESPONDING TO A BMP THAT NEEDS ATTENTION, INCLUDING RECORD KEEPING. 11. THE CONTRACTOR SHALL PROVIDE A REPORT TO THE OWNER'S REPRESENTATIVE AND CITY OF RENTON IDENTIFYING THE PERSONNEL RESPONSIBLE FOR SPILL PREVENTION, INCLUDING CONTACT INFORMATION, AND CLEARLY LISTING THE RESPONSIBILITIES OF THESE PERSONNEL. 12. THE CONTRACTOR SHALL ALSO PROVIDE A DESCRIPTION OF THE PROCEDURES TO BE USED IN MONITORING THE SPILL PREVENTION BMP's AND RESPONDING TO A SPILL INCIDENT, INCLUDING RECORD KEEPING. WET SEASON SPECIAL PROVISIONS (OCTOBER 1 to APRIL 30): 1. THE ALLOWED TIME THAT A DISTURBED AREA MAY REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO CONSECUTIVE WORKING DAYS, RATHER THAN SEVEN. 2. STOCKPILES AND STEEP CUT AND FILL SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. 4. ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. 6. FIFTY LINEAR FEET OF SILT FENCE (AND NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE STOCKPILED ON SITE. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS UNDERLAIN BY COARSE -GRAINED SOIL. 8. SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 9. SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. 10. PHASING AND MORE CONSERVATIVE BMP's MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING MAY BE REQUIRED TO DISCHARGE TO THE SANITARY SEWER (WITH APPROPRIATE DISCHARGE AUTHORIZATION), PORTABLE SAND FILTER SYSTEMS, OR HOLDING TANKS. GRADING NOTES: 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE "REPORT OF GEOTECHNICAL ENGINEERING SERVICES", FOR OFF -SITE IMPROVEMENTS RELATED TO THE SWA2 AMAZON BUILDING LOCATED AT 1905 RAYMOND AVENUE SW IN RENTON, WA, AS PREPARED BY NV5, DATED AUGUST 2, 2022. 2. PROVIDE INLET PROTECTION 300 FEET DOWNSTREAM OF SITES AND ALONG HAUL ROUTE. 3. THE ESC BMP's DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMP's WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 4. EXPOSED SOILS SHALL BE STABILIZED AT THE END OF THE WORKDAY PRIOR TO A WEEKEND< HOLIDAY< OR PREDICTED RAIN EVENT. CONSTRUCTION SEQUENCE: 1. INSTALL INLET PROTECTION FOR EXISTING STORM DRAIN CATCH BASINS/INLETS AND IMPLEMENT OTHER APPLICABLE BMP's. 2. HOLD BMP INSPECTION AND STORM WATER PRE -CONSTRUCTION MEETING. 3. PROVIDE CONSTRUCTION FENCING TO SECURE THE CONSTRUCTION SITES, STAGING & MATERIAL LAY DOWN AREAS. 4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE (IF REQUIRED). 5. COMPLETE SELECTIVE DEMOLITION - KEEP EXISTING STORM COMPONENTS IN PLACE UNTIL NEW SYSTEMS ARE IN PLACE. 6. INSTALL STORM DRAIN STRUCTURES AND PIPES. 7. INSTALL INLET PROTECTION FOR ALL NEW STORM DRAIN CATCH BASINS/INLETS. 8. INSTALL SITE LIGHTING & PERFORM UTILITY RELOCATION WORK. 9. PREPARE AND FINE GRADE ROADWAY AND SIDEWALK AREAS. 10. INSTALL CURBING, SIDEWALKS, ADA RAMPS, CONCRETE & PAVEMENT REPLACEMENT AREAS. 11. CLEAN PROJECT AREAS & STABILIZE SITE. 12. REMOVE T.E.S.C. BMP's. / / FPO GRASS GRASS- '- --------- Z0- - - - - _-------- - m \ (TYPICAL) 1 _i F7 11 I CONSTRUCTION o II STAGING AREA o li LO II GRAVEL /� II � l I / II LL II CONCRETE 1 II WASHOUT J III I \ I � LL �---- I w0 I I LL SDx GRASS C0 SW 16TH ST. 1+00 SDx SDx SDx SDx / 0 N n C: r 0- 27 ® o '0 o 01 h 4 R� O 1 0 N 10 / BUILDING GENERAL NOTES: 1. ALL DISTURBED AREAS, BOTH ONSIDE AND IN THE RIGHT-OF-WAY SHALL BE TEMPORARILY AND/OR PERMANENTLY SEEDED PER LANDSCAPE PLANS AND SPECIFICATIONS. SEED MIX SHALL BE USED ON DISTRIBUTED AREAS THAT HAVE REACHED FINAL GRADE OR THAT WILL REMAIN UNWORKED FOR MOR THAN 30 DAYS. CONDITION OF USE AND INSTALLATION SHALL BE PER THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL SECTION C.3.10. 2. AT PROPOSED CONNECTION POINTS TO EXISTING UTILITIES, CONTRACTOR TO POTHOLE TO CONFIRM LOCATION AND ELEVATION OF UTILITIES PRIOR TO CONSTRUCTION. 3. UTILIZE EXISTING SITE FENCING AND/OR PROVIDE CONSTRUCTION FENCING AS NECESSARY TO SECURE SITE. 4. PROVIDE INLET PROTECTION 300 FEET DOWNSTREAM OF SITE AND ALONG HAUL ROUTE. 5. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION AND EROSION CONTROL ON THE PROPOSED SITE PER THE CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN (SWPPP). 11111co I RRG IN O 0 I U)'m O OOHO \ I (r ----- -- _--- 1g ----- --- -- - --- `gF\ _ _ _ - n1TCk� - -_DITCH_ _ -DITCH - - - _ _ _- - �T�H- - - - p - - SDx SDx T &F SF- - -�S�19 - 3 - - S - - -SF &F - - - �27 2--- 12+00 13ROO N � i TCON W LK _ 1 WAL- -21- --_-- \- \ ------- 2- -------- - - - - -/ _ ------ --22_-- -- - 10 \ / P ----- _-_ ---------- - - ---------------------- i 0 0 /y� m -P _----- \ �\ (TYPICAL) 1 \ \ I CID � \ PR RVE & Q PRO \C TREE� I=U El CONSTRUCTION NOISE NOTES: II 1. FOR THIS PROJECT, CONSTRUCTION -RELATED NOISE IS ALLOWED. I \ 7 AM TO 8 PM MON-FRI I II yl 9 AM TO 8 PM SAT, WORK ON THIS DAY IS BY CITY PERMISSION ONLY NO WORK SHALL BE PERMITTED ON SUNDAY I p I III I I I II NO DELIVERIES SHALL BE SCHEDULED PRIOR TO 7:00 AM OR AFTER 6.00 PM. IDL 2. CONSTRUCTION -RELATED NOISE IS NOT ALLOWED OUTSIDE OF ALLOWABLE HOURS, LEGAL HOLIDAYS, OR SUNDAYS. MOBILIZATION/STOCKPILE AREA NOTES: \ I \ Ip 1. ANY EXCAVATED MATERIALS REMOVED FROM THE CONSTRUCTION SITE AND \ DEPOSITED ON PROPERTY WITHIN THE CITY LIMITS MUST BE DONE IN COMPLIANCE \ WITH A VALID CLEARING & GRADING PERMIT. LOCATIONS FOR THE MOBILIZATION AREA AND STOCKPILED MATERIAL MUST BE APPROVED BY THE CITY INSPECTOR AT LEAST 24 HOURS IN ADVANCE OF ANY DUMPING. 2. HAULING HOURS WITHIN THE RIGHT-OF-WAY ARE RESTRICTED TO MON-FRI 8:30 \ AM-3:30 PM. 3. CONTRACTOR TO COORDINATE CONSTRUCTION STAGING AREA WITH PROPERTY OWNER. / II N0. REVISION I � I I I I P � I � I I I I I I I I I � I N I I I I I I I II � I I I I I I � SURVEYED: WHP/NV5 DESIGNED: MTM DRAWN: GMP CHECKED: MTM BY DATE APPR APPROVED: 0 0 + SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY J- - - - - - - - --- -� -----------24 1 ( / /1_^\ --- ------- --- -----------------� I I I 1 PRESERVE & STREET SWEEPING NOTES: PROTECT TREE U I - -° I o 1. CONTRACTOR SHALL IMMEDIATELY SWEEP THE PAVED CITY RIGHT-OF-WAY WHEN I x I I U I I 0 JII DIRT OR OTHER CONSTRUCTION RELATED DEBRIS IS DEPOSITED. owl Q / 0 DUST SUPPRESSION: m t I I O 0 U 1 N 1 1. DUST FROM CLEARING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES SHALL BE mPl MINIMIZED AT ALL TIMES. m l l BUILDING 2. IMPERVIOUS SURFACES ON OR NEAR THE CONSTRUCTION AREA SHALL BE SWEPT, o I VACUUMED, OR OTHERWISE MAINTAINED TO SUPPRESS DUST ENTRAINMENT. 1 II I 3. ANY DUST SUPPRESSANTS USED SHALL BE APPROVED BY THE CITY OF RENTON. II I PETROCHEMICAL DUST SUPPRESSANTS ARE PROHIBITED. WATERING THE SITE TO SUPRESS DUST IS ALSO PROHIBITED UNLESS IT CAN BE DONE IN A WAY THAT II I \ II KEEPS SEDIMENT OUT OF THE PUBLIC DRAINAGE SYSTEM, R-422805 aci ic ANNY5COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M WAS 17 CQ °� DIGIT D BY JU R EZ 2022.0 . 7 4-07'00' 41691 4' �EGI STER���1��� s'SIONAL E� IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® IL WATER UTILITY A'or% NIL Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 • CITY OF SWA2 AMAZON 110 RENTON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW Planning/Building/Public Works Dept. EROSION CONTROL PLAN LO co O 0 N N , u coCIO 0 T N a J T N O O N z O N Q DATE: 5 9-27-2022 Q FIELDBOOK: PAGE: DRAWING N0: C4.0.1 C� v' SHEET: OF: 05 36 00 N N O 0 W 14/ I I I I a - cv I I I \ y of rI I I x I �cn I �I x/ f' o I X N 1 INN I II I \ G l I I I I o f I c \ /X II�III I I 13 FO l ----- _—---- SILT FENCE PER DETAIL F, SHEET 5C.1--� — — — — — — --!----------� —ISS ssx T Gp 1� UGTx UGTx UGTx UGTx UGTx UGTx- /\�UGPx UGPx UGPx U �c�r UGPx —UGP — UG_P UGPx — v UGPx UGPx GPx UGPx UGPx UGPx UGPx UGPx UGPx� / \ — — — — — ��� — Sc'f UGPx UGPx UGPx UGPx UGPx x�UGTx x E= —G Gx ----- -- — x— — — — — �— — rY—CJCT�G�x — xc tl� \ x Gx Gx\ — Gx---� �—'21,---Gx -- \ V�x / UGTx UGTx\ �l I_ '22 — UGTx x \ LIMIT OF GRADING —----------� ��----- —"— — — —��— _fir-- _—'L-- FOx F FOx x FOx FO>� FOx—F1Tx.20— F9x-- Fix= I — w a �vx wx wx wx wx wx wx— \ //� / I CONCRETE WASHOUT PER DETAIL G, SHEET 5C.1 - - —• FILTER FABRIC PROTECTION • • • • • • • • • • • • • • • • • • • • • • • • • • • e* -^ x X Ox......... FE)x- ... i. PP K.... .� ..F�3x- t' ' P{?x........... to / %/ // �2� TO BE REMOVED AND DISPOSED OF PROPERLY o .....PER DETAIL G, SHEET C5.2 . I • • • GRADE BREAK o x........'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.......................... . \ / / �i I I III I / \_ AFTER CONSTRUCTION HAS COMPLETED ....................................... .......'.'.'.'.'.'.'.'.'.'.' FILTER FABRIC PROTECTION �.... / x ..... ................... ._.................................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'. '.'.' x a . I 1 / ........ ...'...��.:.........'............................................................................. .... . INLET PROTECTION PER DETAIL B SHEET 5C.1...................................................................................... /'I 1 ... PER DETAIL G, SHEET C5.2 ...................................—................................................ ..... X ....... SAWCUT _......................................................................................................................................................................................................... a o �+ '..'.......,;r.'-.................................................................................................................................................................................................................. c� sDx � . STRAW WATTLES PER � / ......................... S o .....'.'.SDX.'.'.'.'.'.'.'.'.'�DX .'.'.'.'.'.'.'.'.SDX.'.. ..... SD'x'.'.'.'.'.'.'.'.'. Dz.'.'.'.'.'.'.'.'.' ........ ...... . SHEET 5C.1 S SDx ............................. ..... bx SDx--------•SDx 6flx SDx SDx 3Dx SD SDx DETAIL A, ............. .......... __...........................................'............'...............'............................................... �4x- -- = spx..'.'...'.'..svx..'.'.'.'.'......x:.:.:.:.:.:.:......�..:.:.:.:.:.:...... x SOX sDx sDx sDx sDx sDx ,� . . co N �+ J� F F F F F F F F F F F F F F F F�F ......... . N STRAW WATTLES PER DETAIL A, SHEET 5C.1 \F SDx-- SDx [ Dx sDx sDx sDx sDx sDx— ,� �8 GRIND AND + � r — > / / ) // — — — — — — / , J L U(ppy_ UG x -- Px UGPx UGPx UGPx UGPx x OVERLAY F°+ // / / / / 20� // '' GQ+ �+ / / / — — — — — — II \ —' —� } FILTER FABRIC PROTECTION J o �9 _ _ I — PER DETAIL G, SHEET C5.2 '00,/ \--- -------19---------- / 8-- �/ co / + —J I GQ+ -------- - — -- --mob---� it ''/ •L •L •V .00' / J x /O / / / ---- — / cn J G�+ // / / ♦ Jam— 41 17--m---S-- \\ x I / j/ (/ /6+ / / /-19- /�/ 0, / / 20 N$01 CIO LEGEND G• CATCH BASIN/INLET PROTECTION PER DETAILS E AND F, SHEET C5.1 SILT FENCE PER DETAIL B, SHEET C5.0 CONCRETE WASHOUT PER DETAIL C, SHEET C5.0 —F—F— STRAW WATTLES PER DETAIL A, SHEET C5.0 /T` WETLANDS N 0 I U W / 0 a U 00 Iq I r o N O N Z W 7 a Z W J I GENERAL NOTES 1. EXPOSED SOILS SHALL BE STABILIZED AT THE END OF THE WORKDAY PRIOR TO A WEEKEND, HOLIDAY, OR PREDICTED RAIN EVENT REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 'WHacl c AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM of 22011752 ,�,��ISTE¢�, `�'Sl()NAL E CITY OF RENTON • Planning/Building/Public Works Dept. 0' 20' 40' 60' SCALE 9 "= 20' R-422806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Michael Sippo 11 /04/2022 %j DATE: FIELDBOOK: EROSION CONTROL PLAN-19TH PAGE: DRAWING NO: STREET WIDENING C4,1,2 SHEET:06 OF:36 cco O O N �u , co O T N Q J T N O 00 N N 0 w I- EROSION AND SED MENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR, 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF 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. 5. 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 REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E,G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. 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, 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. PUBLIC WORKS DEPARTMENT DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 ' \\ �. 3'-30', SEE NOTE 2.3 3"-5", SEE NOTE 2.2 8"-10" DIA. / G ROLL SPACING DEPENDS ON SOIL SEDIMENT, ORGANIC MATTER, TYPE AND SLOPE \ STEEPNESS ��� AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS // STRAW ROLLS MUST BE WOODEN STAKE PLACED ALONG SLOPE CONTOURS a' / ADJACENT RDLLS SHALL TIGHTLY ABUT S LIVE STAKE NOTES: 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. RILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 112 TO 2/3 OF THE THICKNESS OF THE WATTLE. 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PLAN - 213.40 PUBLIC WORKS APPR PRIEU.STD. STRAW WATTLES GAZ 9/28/2018 :45 A DEPARTMENT m,", ,,_ DATE SANDBAG OR EQUIVALENT IMPERMEABLE SHEETING 3 FT TYP. SECTION A -A NO. I REVISION 10' (MIN) SANDBAG n = 0 IMPERMEABLE SHEETING 1:1 OR FLATTER U 0 0 0 U SIDE SLOPE PLAN ( cD-N.T.S. CONCRETE WASHOUT SURVEYED: WHP/NV5 DESIGNED: DRAWN: MTM CHECKED: BY I DATE I APPR I APPROVED: SCALE: DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED - FILTER FABRIC 6' MAX. POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH J TO 8' IF WIRE BACKING IS USED I I BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL IL WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) uf1TCC. 1. CONDITIONS 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 IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET 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 2H:1V 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF 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 REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 214.00 UP] DEPARTMENT PUBLIC WORKS SILT FENCE PR GAZ 9/28/2018 1 DATE .C1 lc AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 NTS HORIZONTAL: NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY %�T. O WAS 0� DIGITA D BY JUA V. R EZ �EGI STEiC���1��w SSIONAL E� C TY OF RENTON Plan ning/Building/Public Works Dept. : 4 5 R-422807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' Michael Sippo 11/04/2022 SWA2 AMAZON CITY OF RENTON EROSION CONTROL NOTES AND DETAILS M It It O O N N , u coco O O T a J T^^ L N O O 0 N N I..L Z O N Q 5 DATE: 9-27-2022 Q FIELDBOOK: PAGE: DRAWING NO: C4.2 C� v' SHEET: OF: 07 36 00 N N 0 W w DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 TOP OF FABRIC T BELT 1 TOP 8" DIAGONAL ATTACHMENT DOUBLES STRENGTH ATTACHMENT DETAILS: I 1. GATHER FABRIC AT POSTS, IF NEEDED. 2. UTILIZE THREE TIES PER POST, ALL WITHIN TOP 8" OF FABRIC. 3. POSITION EACH TIE DIAGONALLY, PUNCTURING HOLES VERTICALLY A MINIMUM OF 1" APART. 4. HANG EACH TIE ON A POST NIPPLE AND TIGHTEN SECURELY. USE CABLE TIES (50 LBS) OR SOFT WIRE. �- OPERATION E GROUND SLICIN( Imm ") HORIZONTAL CHISEL POINT ( NOTES: 1. POST SPACING: T MAX. ON OPEN RUNS 4MAX. ON POOLING AREAS. 2. POST DEPTH: AS MUCH BELOW GROUND AS FABRIC ABOVE GROUND. 3. PONDING HEIGHT 24" MAX. ATTACH FABRIC TO UPSTREAM SIDE OF POST. 4. DRIVE OVER EACH SIDE OF SILT FENCE 2 TO 4 TIMES WITH DEVICE EXERTING 60 P.S.I. OR GREATER. 5. NO MORE THAN 24" OF A 36" FABRIC ROLL IS ALLOWED ABOVE GROUND. 6. VIBRATORY PLOW IS NOT ACCEPTABLE BECAUSE OF HORIZONTAL COMPACTION. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) PUBLIC WORKS ED STD. URI PLAN - 214.10 DEPARTMENT SILT FENCE INSTALLATION BY SLICING GAZ 9/28/2018 1 P"ebcworksA ,strato, DATE N0. :45 DocuSign Envelope ID: 6EEC F5B6-602A-4E4A-B436-A317AA638878 R=25'MIN INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS �X1S�\NG ROp,O 4"-8" QUARRY SPALLS GEOTEXTILE 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY RI PRIOR TO INSTA-LATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. \ 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 100' MIN. 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA NOTES: 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. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4032) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM 1 495 LBS. MIN. AOS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE I LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT 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. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. 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 FROM 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 A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENTTHAT 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 IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 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. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 .� PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 1 PeEkc works Adl ,strator DATE REVISION SURVEYED: SCALE: WHP/NV5 DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY : 4 5 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 5' MAX. DRAINAGE GRATE TRIM GRATE FRAME _ C- OVERFLOW BYPASS a BELOW INLET GRATE DEVICE SEDIMENT AND DEBRIS FILTERED U WATER SECTION VIEW DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) RETRIEVAL SYSTEM (TYP.) Q OVERFLOW BYPASS (TYP.) BELOW INLET GRATE DEVICE ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERSTHE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL: SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION B-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 216.30 PUBLIC WORKS APPR ED DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 1 Public Works Adm ,strator DATE .C1 lc AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M %�T. O WAS 0� DIGIT D BY JUA R EZ 2022.0 . 7-07'00' 41691 4' 1P0�� �EGI STEg���1��'� SSIONAL E� C TY OF RENTON Plan ning/Building/Public Works Dept. :45 R-422808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING " Michael Sippo 11/04/2022 SWA2 AMAZON CITY OF RENTON EROSION CONTROL DETAILS DATE: 9-27-2022 FIELDBOOK: PAGE: DRAWING NO: C4.3 SHEET: OF: 08 36 Ln M It It O O N N �, M CM N O 0 T N a J 'T^^ IN 0 0 0 N N I..L LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a ONO 10 Ir) w z O N Q Q Q O STA:"16th"- STA: "16th" 10+89.17 10+74.93 8.00 LT 8.00 LT FL=20.90 FL=20.85_ - - - TC=21.23- TC=21.18 R=3.00' STA: 16th" STA: "16th 10+74.69 10+89.09 2.01 LT 0.86 LT FL=20.91 FL=20.97 TC=21.24 TC=21.30 TA: "16th" / -S 10+97.17 STA: "16th" x 8.00 LT 11 +13.17 FL=20.95 i8.00 LT - - - --TC=21.29-_- = i -FL=21.08 TC=21.42 x 1 0 / R=3.00' 1 1 11+00 R-2.00' STA: "16th" 11+16.18 x 73.50' 1 0.00 2.0% `� I - - - "16th" - J FL=21.17 I STA: - , TC=21.50 10+97.09 STA "16th" I \ 0.22 LT 11+13.57 \ FL=21.03 3.02 RT TC=21.36 FL=21.11 \ \ TC=21.45 h ' ASPH I I 5.60 RT 1 0 STA: "R" = STA: "R" 50+60.60 FL=20.45 I 50+53.49 21.00 RT I TC=20.79 I 1 18 02 RT Q / �w -0--BEGIN CURB AND GUTTER s SDx FL=20.41 FL=20.32 STA: R 1 TC=20.74 o TC=20.33 50+46.79 R=10.00' 2.21 LT I I 1 MATCH EXISTING FL=20.43 I 1 I "R" LINE o' - - TC=20.77 I I ^ 1 PC STA: "R" 50+34.71 I Cn o / R=3.00' 1 °I 21.00 RT / I 4 FL=20.73 1/4 A STA: "R" 50+28.51 50+37.20 / R 2.00' 1 o � R° TC=21.23 22.25 RT 3.99 LT C STA: 'R LO Q FL=20.96 1/2 A STA: "16th" 11+82.39 FL-20.77 �50+37.82 N TC=21.46 22.38 LT 8.61 RT EL 3/4 T STA: "16th" 11+88.08 CURVE DATA CURVE LENGTH RADIUS DELTA C1 119.38' 19°00' 360000'00" C2 55.70' 35,00' 91011'02" C3 54.24' 35,00' 88047'20" C4 24.47' 16°00' 91013'14" TC= 21.10 - - - - - FL=20.73 z � o / FL- 21.14 19.00 LT TC=21.071\ / TC=21.64 I / 1POINT .19 PT STA: "16th" 11+94.33 50+34.71 ----0.00 HIGH 18.00 LT - - - - - - - - --- >_ 0 BUILDING TC=21.69 FL=21.13 FL=20.82 I \ Q TC=21.63 TC=21.15 'N/ � - SDx SDx SDx - - - S x SDx I V RIM EL. (X.)=2I0.26 •co STA: "16th"12+00.00 I RIM EL (EX.)= 9.95 I _ SPH 18.00 LT R=2.00' FL=21.07 FPO r - I IRS i \ m TC=21.57 ASPH II I sD SDx R STA: "16th"12+25 00 » GRASS GRASS - - rDAcc / R� _ x STA: 16th 13+00.00 , - ` GRAVEL - - - 2° ' STA: "16th"11+40.83_ 1 1 1 1 0 o - - �4� \18.00 LT STA: "16th"12+50.00 18.00 LT / RRG �2�` ®, \ - - 12.35 LT U) FL= 20.78 0 \`--- 20 ' \��-------- FL=21.45 / - STA; 16th 13+25.00 / ---_ 18.00 LT FL-20.31 � - TC=21.28-FL=20.70 STA: "16th"12+75.00- TC-20.81 18.00 LT TC=21.70 Ei / 0 0 0 o TC=21.20 17.99 LT - FL-20.51 STA: "16th"13+50.00= 8 ° ° -_-_--------/s------� RIM EL. (EX.) 0.92 STA: "16th'11+67.64 I I - -TC=21.01 17.94 LT 20-----------o- _____ _ __ ----- - ASPH + I cTrr ----- - - - - FL=20.55 ------ - - - ----------210-- ------ \-_���/------ T---- TI SW 16TH ST. N89°33'59"E 1156.60' i i "16th" LINE iI STA: "R" - - - R=2.00' I jl I I 50+55.37 i 10.02 LT \ ( FL=20.77 - - -19- - - - - RIM EL.�EX. 21.12� - ---- - ----- -TC=21.05 ---- ------------------ / / FL=21.87_-- -- b ----- Di cH --= iT�la=----TC=21.27 =�1 - -_ - H.P. TC=22.12 - ---- --- D CH- -- - - - - - - - - - - - - ------- DITCH - - - - - P ----- - - 1g --18 - --- ----- ------ - 19-20 ----- - - - - - - -- -- -- SDx - SDx �SD SDx SDx - - - 20 - - - bum L_ STA: "16th"11+34.16 __---------------------- STA: "16th" 13+61.51 - - - _ FL-21.0.0503 - � / / i' � � \ C4 STA: "16th"11+53.03 � - - _ � _ / / \ 2.22 RT RIM EL.=20.31 _ - -17.90 LT TC=21.78 0CENTER 27, - - - END CURB AND GUTTER - - - - - - / / ASPH \ CEN+o� =22.50 _ 100 LOWERED O.��PH , , �2� FL-20.82 ASPH 1 -STA: "16th" 11+72.00 - TC-�1.32 MATCH EXISTING STA: "16tC11+40.70_ "I NORTH CURB TRANSITION - - - - - - - - - - - - - - - 16.67 RT \ \� / STA: 6th 11+66.85 FL=21.81 X FL=21.34 \ y0 Cl / =RT -TC= 22.06 w o FL21RIM EL. (EX.)=20.25 TC= 21. 59 _ / FL. 47 , ' C r-------�� / TC=21.72 -----� C2 � \ _ - ~ CONC WALK - - ON w L _�� -__ / J 9 CON w LK STA: "16th" 12+28.01 - - - - - -� - - - - - - - 21- - - - STA: "16th" 10+78.25 - - - - ��' / - - - - -20.90 RT - _ _ _ - - - --------- --- - END CURB AND GUTTER --- 21.04 RT- - - C3 - ---- - R ,-------- ---22 =- �\ BEGIN CURB AND GUTTER / P II - FL=20.89 - - - - - - -22- - - - _P PT STA: 16th 12+08.13-TC= 21.30 - - - 23 - - - \ \ / 19 - - - \ FL-20.70= PC STA: "16th" 11+02.70 ,\ / V m - - _ _ - - - �- - - - - - - - - - - - - - - - - - TC=21.19 21.12 RT / \ w / - _ -20.98 RT MATCH EXISTING - - - - � \ ` V /� ��a 10' UTILIT) _----23---- - _ _ _ I / / / �- FL=21.10 BLA FOR MATCH EXISTING FL=20.84 _ _ < -_ -- __ _- � TC=21.34� I \ I I / / A=TC=21.60-------- --_------24- � -------- -- -- - - - RIM EL. (EX.)=20.36 10+W ASPH o RIM EL. (EX.)=20.37 r _ 1 /4 A S II \� 1/2 r 1PD I SDx( [�x I - - „ - - - �/ z 0' LANDS TA: "16th" 11+16.30� I I I 3/4 ASTA: 16th' 11+94.71-- - -------------------- 0 I I I I BLA FOR' 23.89 RT\ I I �\ \ \ / I ASP 23.16 RT ASPH PARKING LOT I I I I FL=20.95 \ Q BLA FOR VALLEY Of � ! - - FL=21.09 - - - - - - - - - � I i I � 6' SIDEWALK EASEM II TC=21.45 \ I J I i I i 0 // TC=21.59 A \ 0 I I I / I _ - 1 /2 A STA: "R" 49+69.92 STA: "R" 49+67.63 30' PUGET POWER EASEMENT PER 28.20 LT \ i II 1 1 1 27.26 RT BLA FOR VALLEY OFFICE & INDUSTRIAL PARK (AFN.: 830505� ( FL=20.76 11 L / / 2 59 ASPH PARKING LOT TC=21.26 I I / / TC=21.09 ASPH PARKING LOT 1 L - - I 1 4 A STA: "R" 49+58.25 "R„ 3/4 A STA: "R" 49+56.30 I �0 20.18 RT z STA: 20.12 LT I 49+60.87 I \y I I � I IFL=20.32 I I FL=20.14 [=�TC=20.64 J D4 0.00 TC=20.82 I I \ FL=20.50 / RIM ESL.=20.04 II \ TC=20.83 - / LO �FED� 0.10' I PT STA: "R" 49+42.56 I ° \ / 17.79 LT \ � STA; "R" � / FL=20.14 1 STA: "RR=2.0 49+58.72 " ' \\ 49+57.421 R=2 00 I // TC=20. I P I \ 3.52 RT �6.16 LT I I FL=20.44 / STA: "R" 49+35.37 81 LT FL=20.39 I TC=20.78 / TC=20.72-L \ END CURB AND GUTTER I Dx FL=20.15 TC=20.65 I � N I \ MATCH EXISTING l CD Ip Io Q-1 I \ STA: „R» STA: "R" 14II � I I 149+41.67 I 3.34RT1 1 I I - J 4.18 LT 1 I FL=20.31 I N I TC=20.603 i ITC=20.64 » STA: "R" 49+33.71 I 4.13 LT I STA: R I 149+33.801 13.91. RT I IFL=20.381 FL=20.37 I R 2.00' ITC=20.71 TC=20.70 I R=2 L - 00' I I STA:"R" STA. "R" 49+21.72 L - 49+21.89 - 4.18 LT STA: "R" 4.97 RT FL=20.45 49+19.71 FL=20.46 TC=20.78 0.00 TC=20.79 FL=20.53 TC=20.86 I DJ HIGH POINT I Y 6 I CD / N / < � I ° 0 STA: "16th"11+54.60 I I ° I 0 21.15 RT m I RIM �X.)=20.03 FL=21.27 N N L.P. TC=21.52 mPl 1 1 PC STA: "R" 49+44.93 17.83 RT I , I FL=20.15 II I TC=20.65 = III STA: "R" 49+22.71 EL_ I I 17.91 RT Q I II BEGIN CURB AND GUTTER FL=20.37 TC=20.87 (', IMATCH EXISTING NOTES: 1. SEE CURB RAMP DETAILS FOR RAMP GRADING. 2. ACP FINISH GRADE SHALL MATCH THE GRADING OF EXISTING PAVEMENT IN THE WORK AREA UNLESS OTHERWISE NOTED. FOR DETAILS ON PAVING SEE SHEET C5.2.1. 3. CURVED SECTIONS OF CURB AND GUTTER ON SPUTTER ISLANDS SHALL HAVE A RADIUS OF 2' UNLESS OTHERWISE NOTED. N0. REVISION SURVEYED: WHP/NV5 DESIGNED: MTM DRAWN: GMP CHECKED: MTM BY DATE APPR APPROVED: SCALE: VARIES ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY STA: "16th"- 11+92.61 1.04 LT FL=21.55 TC=21.89 _STA: "16th" 11+90.02 1 0.00 FL=21.45 TC=21.78 I STA; 16th - 11+94.13 9.50 RT FL=21.38 TC=21.71 STA: "16th" STA: "16th - ,STA: "16th" 12+09.04 12+16.98 12+28.94 1.10 RT 0.91 RT 0.43 RT FL=21.42 FL=21.36 FL=21.27 \ - - TC=21.75 TC=21.70 TC=21.60 \ R= 75.00' R=2.00' R=2.00' I i R=3.00' R=2.00' R-89.25' / _STA: "16th" - - - - - -STA: "16th"- - - -STA: "16th" - - 12+09.02 12+17.02 12+29.02 8.87 RT 8.85 RT 8.83 RT FL=21.30 - - - - - --FL=21.24, FL=21.13 -TC=21.64 TC=21.58 -1 TC=21.46 'WHPaci ic AN NY5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M ��O WAS 0� DIGITA ED BY JUA AR UEZ 2022.0 . 8 : 5-07'00' 41691 STER���1��w sSIONAT, E� R-42281 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION Michael Sippo 11/04/2022 ' CBarnes 11/09/2022 • CITY OF SWA2 AMAZON 110 RENTON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW Planning/Building/Public Works Dept. ROUNDABOUT GRADING PLAN M It It 10 N , u coco O O T a J T LO O N z O N Q DATE: 5 9-27-2022 Q FIELDBOOK: PAGE: DRAWING NO: C5.0.1 C� v' SHEET: OF: 10 36 LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a 00 N N 1 T O 0o N N 1 1 W z O N Q Q N >Q IN T JGT _K c� X PAVING LIMITS (n, cn STA= 'Y 51 + 7.45 NOTES: 1. REMOVE EXISTING CURB, CURB AND GUTTER, SIDEWALK, ASPHALT PAVEMENT, BASE COURSE, AND OTHER / it X X Offsq= 0 o SURFACINGS AS REQUIRED TO CONSTRUCT ROADWAY I.x . IMPROVEMENTS AS SHOWN. I x o 2. COORDINATE WITH CITY FOR SALVAGING OF MATERIALS. X'.. . . SALVAGE SIGNS, STEEL POSTS, RIMS/GRATES AND f U) ASPH DELIVER TO CITY AS DIRECTED. X .. o Q 3. SEE RESPECTIVE DRAWING SHEETS FOR LIGHTING, SIGNING X X. O AND STRIPING PLANS. u, c ci ~ c� X 10 O ----- I ° I CO 01 FP�� a 21 12 ASPH o L. GRASS GRASS GRASS `'r SDX' SDx 5 RR IRRG IRRG ��M:.21.. �� \\ �.. 4 o IR 23 p .. 28 x UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx UGTx U x SO O 12 D� UGTx U Tz U Tx GPx' 11 26 0-0-0-0-0-0-0-0-0-0— . FOX X\ 9 15 16Ox FOX FOX x FOX — FOX — — — — — — A 10 9 4 21 20 L 13 — O� — — — — 7 f6x— 21 x SSx SS z • • g 1 �S G 14 DITCH DITCH DITCH DITCH DITCH f- P FOx GPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx UGPx GP UG SDx SDx FOX SDX O SDx x S Sx SSx SSx SSx 21 X SSx ��x \ w F O F O F FOX .. FOX F FOx 5 12 x FO :. Ox FOx F x FOX FOX FOX ._ FOX FOX.. FOX FOx.. FOX FOX FOX. FOX FOX FOX FOX... FOX FOX FOX .. Ox .. F. x Qx.. F x . Ox. 1 .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . . 10 — r? v:':':i:: 24 O .. .. c 13 .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. SW 6 TH T i :: x.. �,. 0 Lj .. .. .. .. .. .. \ 0 + 10+� ASPH I:.}I: \ 7 vcc�,,; 10 — :�: . .. .. .. .. .. .. T!Y. .. IRRG O 0-0-0-0 _FOx FOX - DITCH SSx — FOx FOX 14 00 J 1 3 x Gx — ?:h: ?;, ;,, :; :v ;;'•, Gx—Gx—Gx—Gx -- G�i Gx Gx Gz . x LAM .. .. .. .. .. .. .. .. .. .. .. .. .. x.... .. .. .. .. .. .. .. 2 18 'r'r'}t:. 12 x STA- 16th 9+01.81 X d .. 18 �•:•••L _ — 0 2 STA= "16th" 13+61.51 x X -- - Gx Gx Gx Gx G5d Gx-------- Gx � Gx• • Gz • Gx • Gx Gx G : 22 , _ - Gx G Gx .. Gx'''. .. .. .. .. .. .. .. .. .. .. .. .. c,, CTfif��t U� - :::::::: J:' 6 12 CD • 21 Off t- y c wX wX wX wX x- 21 '�.., ..;y; , w 1 vvx x x .. Wx Wx Wx Wx Wx Wx wx Wx - .. .. Wx _Wx 1N . Wx V1/•x V1/x QX OHP - \ G x x x x x x Gx Gx WAL \ H OH LdHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx OHPx FOx FOX FOX FOX FOX FOX _ FOX FOX_ FOX _ _FOX FOX _ FOX _ FOX FOX _ \ (IH\I�x X .. . — — — — — — — _ _ _ P OHPx OHPx OHPx OHPx OHPx 12 \\ 7 8 . j / / ^ P 12 — — OHPx OHPx — — — OHPx OHPx OHPx OHPx OHPx 9 GPx x UGPx UGPx UGPx — UGPx —GPx x — — 9- 11� + 23 5 R,R�RG IRM 4 21 — SDx \x, • — y 4 10 I .. 8 \ 1 23 — — ASPH PARKING LOT — — — ASPH PARKING LOT 12 t 12 c — — — 0 �. b 0 12 } x 25 I 7 F \ �, I, c 9 CONSTRUCTION NOTES ASPH PARKING LOT 5 0- X I �• I-• Q 19 c a G CONSTRUCT 6.5" HMA (ACP CLASS B) OVER 6" CRUSHED ROCK (AB). SHALL MATCH EXISTING THICKNESS IF GREATER. 17 ` X 0 X z --0 CONSTRUCT 2" HMA (ACP CLASS B), 2" GRIND/INLAY. CONSTRUCT LEVELING COURSE AS REQUIRED PER GRADING PLAN AND TYPICAL SECTION. 1 OO x Wx CONSTRUCT 5" HMA (ACP CLASS B), 2"GRIND/INLAY AND 3" OVERLAY. Pdl LNITS I CONSTRUCT CEMENT CONCRETE CURB AND GUTTER. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS. ST I = "♦" 4 f.96 o a d 25 Q CONSTRUCT CEMENT CONCRETE PEDESTRIAN CURB. SEE CITY OF RENTON STANDARD PLAN 101 FOR DETAILS. p I iOf s = .00 0) �X X I d z CONSTRUCT "CURB 1" ROUNDABOUT TRUCK APRON CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSDOT STANDARD PLAN F-10.18-02. I X X t a O 0 I 7 CONSTRUCT "CURB 2" SPUTTER ISLAND ROUNDABOUT CEMENT CONCRETE CURB AND GUTTER (ROLLED CURB), SEE WSDOT STANDARD PLAN F-10.18-02. 8 CONSTRUCT PERPENDICULAR RAMP PER WSDOT STANDARD PLAN F-40.15-04. 9 CONSTRUCT PARALLEL RAMP PER WSDOT STANDARD PLAN F-40.12-03. 10 CONSTRUCT 10" THICK CEMENT CONCRETE PAVEMENT OVER 6" AGGREGATE BASE. PLACE #4 REBAR ® 12" O.C. EACH WAY, 3" CLEAR OF AGGREGATE BASE. TIE ALL BARS. 11 CONSTRUCT CEMENT CONCRETE SIDEWALK. SEE CITY OF RENTON STANDARD PLAN 102 AND F007 FOR DETAILS. 12 CONSTRUCT DETACTABLE WARNING SURFACE PER WSDOT STANDARD PLAN F-45.10-03. 13 CONSTRUCT CEMENT CONCRETE MONOLITHIC SIDEWALK WITH WALL. CONSTRUCT STEEL PIPE HANDRAIL FOR SIDEWALK, SEE CITY OF RENTON STANDARD PLAN H024. 14 CONSTRUCT CATCH BASIN TYPE 2 (48" DIAMETER) PER CITY OF RENTON STANDARD PLAN 201. RIM = 23.04, IE OUT =15.53 24" RCP, IE IN = 17.17 12" RCP. 15 CONSTRUCT 24" HDPE STORM PIPE. 9 LF, S=0.40% CUT EXISTING HDPE PIPE 1' MINIMUM FROM EXISTING STRUCTURE. REMOVE STRUCTURE CONNECT TO EXISTING PIPE PER MANUFACTURE'S SPECIFICATIONS. 16 CONSTRUCT 18" HDPE STORM PIPE. 7 LF, S=2.00%. INSTALL DEBRIS BARRIER AT INLET PER CITY OF RENTON STANDARD PLAN 223. 17 PRESERVE AND PROTECT EXISTING UTILITY VAULT. 18 ADJUST EXISTING WATER STRUCTURE COVER TO GRADE. 19 REMOVE EXISTING PEDESTAL AND POLE FOR CAMERA SYSTEM. 20 ADJUST EXISTING MANHOLE TO GRADE. SEE CITY OF RENTON STANDARD PLAN 106. 21 PRESERVE AND PROTECT EXISTING CATCH BASIN. FEATHER PAVEMENT TO MATCH EXISTING RIM ELEVATION. 22 ADJUST EXISTING GAS VALVE COVER TO GRADE. 23 REMOVE EXISTING SIGN. SEE SIGNING PLANS. 24 PRESERVE AND PROTECT EXISTING MONUMENT. ADJUST MON. BOX TO GRADE PER CITY OF RENTON STANDARD PLAN H031. NOTIFY CITY IF DISTURBED. RESET MONUMENT AS REQUIRED BY CITY. 25 PRESERVE AND PROTECT TREE. INSTALL ORANGE CONSTRUCTION FENCE AS REQUIRED OR DIRECTED. 26 RE -GRADE DRAINAGE DITCH TOWARDS NEW PIPE INLET LOCATION. 27 CONSTRUCT CURB AND GUTTER TRANSITION SEE MISCELLANEOUS DETAIL SHEET. FEATHER AC PAVEMENT TO MATCH MANHOLE GRADE. 28 PRESERVE AND PROTECT EXISTING SIGN. N0. a 0 REVISION � W P U UGP iu� X X O O U) X Iz O in Q LL co I � I I O X ILL W I o a, '� U) > GPx XI 110 I c x o 0,maC SURVEYED: WHP/NV5 DESIGNED: MTM DRAWN: GMP CHECKED: MTM BY DATE APPR APPROVED: BUILDING SCALE: 1" = 20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M)III 1w.1X AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DAT U M WAS 0� DIGIT N BY JUA R EZ 2022.0 . 8 1-0700' 41691 1P0�EGI ST�w SSIONAL E� Gx U I— c� z 0 0 DITCH O O DITCH SSx SSx FOX FOX FO: Gx Gx - iCWP vvxOHFx EC — — — CONC WALK 6' S BLA 30' PUGET POWER EASEMENT PER BLA FOR VALLEY OFFICE & INDUSTRIAL PARK R-422812 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION Michael Sippo 11 /04/2022 ' CBarnes 11 /09/2022 WATER UTILITY ABDOUL GAFOUR 11/4/22 • C TY OF SWA2 AMAZON 10 RENTON CITY OF RENTON ROUNDABOUT - SW 16TH ST/RAYMOND AVE SW Planning/Building/Public Works Dept. ROUNDABOUT CONSTRUCTION PLAN M It It O N N , u co co N O O O T N a J T N O O O N z O N Q 5 DATE: 9-27-2022 Q FIELDBOOK: PAGE: DRAWING NO: C5.2.1 C� v' SHEET: OF: 12 36 00 N N 32 — 30 — 0 28 — w 26 — 24 — CID 22 N (N 20 r 18 — 16 — O 14 — 12 — a 0 N N 0 N 0 U 0 0 I c� 0 c� DO I r 0 N O N i z w Q Z w J ■ PROPOSED TOINE mgwm-mmw�Q-68% WE ������ SURFACE AT TOP OF CURB —EX. GRAVEL—mmmmmmmmmmmmm ■ rl . � I o lc� � I� 1 I l� �I I� 0� � I zl I I I I I X occ;De 1 1 Ij II IX >-LLJ I0 IQ> I 1 Q � �2 � Z C/) II 801 SW 16TH ST 1 J! CqI / r X L)w I P A I I N I� I I I I '/ \\ wo � I II �/� SEE SHEET C3.1X ml (FL 21.7E X 9 Fox FO 24L \ x_;(FS 21 .81) I X I .•. 1� '• o (FS 21 .42f) / tp IN / I x 16 `l87'21'30"W // .12 I I I I� I� c� •'_;. ..... 9 ... I 4 J�' SE 89°48'29.25». SDx Ipx 7=' / /// , � // /�, I -�.•.. I C, I SD x s .:.:.:.:�.svx:...-:•:.:. I ... 04 N'00 / J I / j'� ii o / ii--- �/61 •/ /// I —19--1 cco 1901 RAYMOND SAVE SWco CONSTRUCTION NOTES 10+50 11 +00 11 +50 12+00 12+50 PROFILE AT TOP OF CURB SCALE: H: 1 "=20 V: 1 = 5 U INSTALL ASPHALT PAVEMENT PER DETAIL 4, SHEET C6.0.0 O INSTALL 6" CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 ®INSTALL CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 ( PROVIDE NEW TO EXISING AC PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 ® DOUBLE LANE LINE STRIPING PER WSDOT STANDARD PLAN M-20.10-03 O9 CROSSWALK STRIPING PER CITY OF RENTON STANDARD PLAN 128 10 INSTALL SALVAGED SIGNAGE PER CITY OF RENTON STANDARD PLAN 129 11 REPLACE LANE STRIPING 12 CONTRACTOR TO COORDINATE WITH UTILITY OWNER TO RELOCATE EXISTING UTILITY VAULT OUTSIDE OF VEHICULAR WAY 13 ADJUST GATE VALVE TO NEW GRADE 15 SALVAGE EXISTING SIGN 16 SAWCUT/PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 20 GRIND AND OVERLAY PER DETAIL 1, SHEET C6.0.0 21 REMOVE EXISTING CENTERLINE STRIPING 22 PROTECT IN PLACE 24 INSTALL R1-1 STOP SIGN PER CITY OF RENTON STANDARD PLAN 129 25 INSTALL CATCH BASIN TYPE II PER CITY OF RENTON STANDARD PLAN 201.00 NORTH R/W 30, 1_ 1 1 1 '+ PROPOSED 6" CURB & GUTTER .-P Q'+ SOUTH 30, R/W 1 2" GRIND AND OVERLAY i EXIST. EDGE OF PAVEMENT . _ ..--IU6-I1=it EXISTING AC PAVING PROPOSED AC PAVING SW 19TH ST (60' R/W) TYPICAL STREET SECTION NO SCALE REVISION 13+00 CURB DATA ® BEARING/DELTA RADIUS LENGTH 1 A=90`02'38" 24.44' 38.40' 2 N 89°47'45" W -- 298.73' 'WHacl C AN N V 5 COMPANY 19201 120th Ave NE, Suite 201 Bothell, WA 98011 425-951-4800 www.NV5.com W1.111 iGnifIC IiGmY17 x — — rtJG1`X — — -Id1GPx UG� r� 1a--- 17 I m 20' 32 30 28 26 24 22 20 18 16 14 12 — UGTx— UGPx 40' 60' SCALE "= 20' T-422801 R-422813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ® TRANSPORTATION OPERATION � Michael Sippo 11 /04/2022 CBarnes 11 /09/2022 SURVEYED: SCALE: DATE: »_20 ' HORIZONTAL:C T Y O F HORIZONTAL: NAD 1983/1991 ' 10-24-2022 DESIGNED: 1 — RENTON ELD EL STREET IMPROVEMENT PLAN-19TH PAGEBOOK: DRAWN: VR CHECKED: ONE INCH DATU M STREET WIDENING DRAWING NO: AT FULL SCALE Planning/Building/Public Works Dept. C 5 , 3 , 2 IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY SHEET: OF: 13 36 00 N N 1 0 LU 00 N N r O ry Q m O i N N O N U O N O 1 ry CD / 0 0 00 I r 0 N O N z W Q Z W J FS 21.98 I I CONNECT AT NEAREST ` x EXPANSION JOINT \ / X x FS 22.23 \ \ J X o+ 0GA \ UGTx x \ MCA \\ \'emIFS 22.11' ips X ` FS 22.05 UGPX \ k \ \ UGpx a �o FS 22.04 �GTx L/GPX, x — FS_ 21.99 Gx Gx � Gx 1\ . wx wx Fox Fox — 19TH — SDI SDx— . Ll- . — Wr / F0)( ---------------------- 10' SCALE 1"— 5' CONSTRUCTION NOTES U INSTALL ASPHALT PAVEMENT PER DETAIL 4, SHEET C6.0.0 (D INSTALL 6" CURB AND GUTTER PER CITY OF RENTON STANDARD PLAN 101 ( INSTALL 6" CURB PER CITY OF RENTON STANDARD PLAN 101 ®INSTALL CONCRETE SIDEWALK PER CITY OF RENTON STANDARD PLAN 102 ( PROVIDE NEW TO EXISING AC PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 ©INSTALL PEDESTRIAN RAMP PER WSDOT STANDARD PLAN F-40.16-03 O7 INSTALL TRUNCATED DOMES PER WSDOT STANDARD PLAN F-45.10-03 90 CROSSWALK STRIPING PER CITY OF RENTON STANDARD PLAN 128 14 INSTALL PEDESTRIAN RAMP PER WSDOT STANDARD PLAN F-40.15-04 16 SAWCUT/PAVEMENT TRANSITION PER DETAIL 3, SHEET C6.0.0 17 INSTALL CATCH BASIN TYPE I PER CITY OF RENTON STANDARD PLAN 200.00 18 DEMO EXISTING CURB 19 INSTALL 0" TO 6" CURB TRANSITION PER DETAIL 2, SHEET C6.0.0 20 GRIND AND OVERLAY PER DETAIL 1, SHEET C6.0.0 23 INSTALL NEW STORM DRAIN PIPE STORM DRAIN DATA ® BEARING/DELTA SLOPE LENGTH SIZE/MATERIAL 1 N 58050'36" W 2% 27.57' 8" PVC SDR-35 24 22 20 18 16 14 12 0' 5' 10' 15' SCALE 1"— 5' C I JT5 COMPANY / / 19201 120th Ave NE, Suite 201 / Bothell, WA 98011 425-951-4800 www.NV5.com 24 22 20 18 16 14 I 12 0+34 T-422802 R-422814 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING j TRANSPORTATION OPERATION Michael Sippo 11 /04/2022 1 CBarnes 11 /09/2022 SURVEYED: SCALE: »_ > — 1 5 HORIZONTAL: NAD 1983/1991 DATUM CITY OF VR RENTON •mgv Planning/Building/Public Works Dept. INTERSECTION DETA LS-19TH STREET WIDENING DATE: 10-24-2022 DESIGNED: PACEBOOK: DRAWN: ONE INCH DRAWING NO: C 5 . 4.2 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY NO. REVISION BY DATE AP P R APPROVED: SHEET: OF: 14 36 Ln CM It O O N N LN M co N O O O T N a D J 'T^ Y J N O O O N N Ln CM O O N N CM C'7 N O O O T N a J 7- P1 N O O O N N rr n Z O N a 75 a N a a Ln CM qt IT O O N N LN M co N O O O T N a D J 'T^ Y J N O O O N N Z O N 5a L a CV a V ) LO C'7 It It O O CV CV Alu C'7 C'7 N O O O T N a D J 'T^ /'� N O O O N N rr n Z O N a 75 a N a U) LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a 00 N N d' 1 T 1 O LL P) co O O N N �, co co N O O O T N a J 'T^ N O O O N N rr n Z O N a 75 a N a 00 N N 1 T 1 O rY P) co O O N N �, co co N O O O T N a J 'T^ N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a LO M It It O O N N �, co CM N O O O T N a D J 'T^ L , N O O O N N rr n Z O N a 75 a N a