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Home My WebLink AboutChange Order - 9DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-081EC8C97D15 Change Order No. 0 9 Contract Title: Park Avenue North Extension Contractor: Olson Brothers Excavating, Inc. Contract No. : CAG-22-265 Federal Aid No. NA 181 Ordered by Engineer D Proposed by the Contractor (VECP) □Unilateral Original Contract: Current Contract: Estimated Net Change This Order: New Contract: Prepared By: � 11/10/23 Resident Engineer Reviewed By: Engineer of Record Date 2023.11.13 13:28:26-08'00' Date 181 Force Account 181 Bid Item D Bid Item Price Adjustment □LumpSum Amount Working Days $3,636,341.81 100 $3,922,482.89 169 $6,745.06 1.0 $3,929,227.95 170 elty of Renton Transportation Design Manager) Consent By: Surety (Greater than 25% cost and/or 20% time increase) ' Date iewe / d By � 1 � Endorsed By: --•••- -fdl<->«..L.l<.-"'---f:-C----<....:..[_J[}:!_--l''--------=-'-1-' (L-J-+-1\ .... 2 ......... l �� ... __ J_o _n_i_D_o_m_b_ro_w_s_k_i_E:_�_��-•;}_!:_•�r_;.'7"_ .. �_"!""_ ... _::;_0·_.,,,...,_•- CityofRenton Project Manager Date Contractor Date Reviewed By: - 1/31/202 4 I 11: 21 AM PST City Attorney Change Order No. Contract Title: Contract No. Date 9 PARK AVENUE N EXTENSION CAG-22-265 City o Date Administrator/ Mayor Page 1 o f3 CAG-22-265, CO #9-24 Approved by Cheryl Beyer via email 11/14/2023 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: This Change Order adds a new bid item A33-1 "SEW Wall-Fence Supports" and provides a price adjustment of $6,745.06 per Section 1-09.6. Measurement: The new bid item "A33-1 SEW Wall-Fence Supports" shall be measured by Force Account. Payment: The new Bid Item "A33-1 SEW Wall -Fence Supports" shall be paid as force account and shall cover the complete cost of providing all labor, materials, tools, equipment required to complete the fence support Work described in Field Directive #4. All other Work in Field Directive #4 shall be paid out under the original Contract Bid Items. Reason for Change: The original Structural Earth Wall {SEW) design required temporary fencing and new permanent fencing on the north side of the PSE substation and Boeing Power facility. The modified design allows the current fence on the north side of the PSE substation and Boeing Power facility to remain and adds new fence to the top of SEW Wall to maintain security to the facility. The associated changes in roadway sections, roadway profile, drainage, paving, grading, curbs, channelization, site preparation are shown on the attached plan new sheets. Affects DBE Work: Yes � No Explain how this Change Order affects DBE work. Materials No change Plans: List plan sheet numbers, if any. Sheets SPl, RS2, RPl, PVl, MDl, MDG, Wll, DRl, DR2, DR3 and CHl . Equitable Adjustment: This Change Order does include an equitable adjustment per Section 1-09.4 of the 2022 WSDOT/APWA Standard Specifications. As this change order is calculated using force account additional field overhead is not added to the equitable adjustment for the added working day. Change Order No. Contract Title: Contract No. 9 PARK AVENUE N EXTENSION CAG-22-265 Page2of3 DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-0B1EC8C97D15 Extension of Time: The Time for Completion is extended 1 Working Day. Sections 1-04.4 and 1-04.5 of the 2022 WSDOT / APWA Standard Specifications shall govern this Change Order. The Work of the referenced Contract is modified to include the changes detailed herein. The payment provided for herein shall constitute the complete and final settlement for all costs of labor, equipment, materials, overhead, profit, permit fees, and all other claims that may be made by the Contractor as a result of this change. To be attached to Change Order: 181 1-Field Directive/Request for Information Response 181 2-Estimated Change Order Cost 181 3-Plans □4-Change Order Quotation 181 5-Project Labor List □6-Contractor's Equipment Rate List 181 7-Equitable Adjustment Determination □8-Additional Working Days Calculation Change Order No. Contract Title: Contract No. 9 PARK AVENUE N EXTENSION CAG-22-265 Page 3 of 3 . I), § �- ii 6, � -� � ! ! �- 0 0 0 C C/J 6' ::::, m ::::, _________________ N_w __ ¼_s_E_c_a_,_r_2_3_N _,_R_5_E _, -w-.- M -.-------c-o-Nsr-Ru-c -T1-oN_N_oT_E_s----------------------� [ 0 ��A��A��Ic�ui�Sl �N��Etiofi{ng�TYP�; �l�rg� ��6;:��,�-c1N 02�6B}gcK ©�M��b�c s:G�T� R s;:E�D L��ir:iz�o��D) SALVAGE TO BOEING. (PAID ..g GENERAL NOT ES: 1. APPROXIMATE CLEA RING AND GRUBBING LIMITS ARE SHOWN ON THE PLAN. ACTUAL CLEARING AND GRUBBING LIMITS SHALL BE STAKED BY THE CONTRACTOR AND APPROVED BY THE ENGINEER. TREES WITHIN THE CLE,\RING AND GRUBBING LIMITS SHALl BE PROTECTED OR REMOVED AS SHOWN ON THE PLANS. TREE REMOVAL IS COVERED UNDER THE BID ITEM CLEARING AND GRUBBING. 2 TREES AND THEIR ROOT STRUCTURES SHALL BE REMOVED IN A MANNER THAT IS NOT DESTRUCTIVE TO THE TREES THAT ARE TO REMAIN. 3. STORM DRAIN INLET PROTECTION OR CATCH BASIN INSERTS SHALL BE INSTALLED IN ALL NEW CATCH BASINS AT THE TIME OF INSTALLATION AND IN ALL EXISTING CATCH BASINS BEFORE COMMENCING WORK PER THESE PLANS. (PAID AS EROSION/WATER POLLUTION CONTROL.) 4. THE CONTRACTOR SHALL KEEP A MINIMUM 5 FOOT WIDE ACCESSIBLE PEDESTRIAN PATI,WAY AT ALL TIMES THROUGH THE SITE, OR AS DIRECTED BY THE ENGINEER. 5. SEE TRAFFIC SIGNAL PLAN AND ILLUMINATION PLAN FOR REMOVAL INSTR UCTIONS FOR EXISTING CITY ELECTRICAL SYSTEMS, INCLUDING POLES, 7. REMOVE EXISTING IRRIGATION HEADS, VALVES. AND ALL OTHER RELATED IRRIGATION EQUIPMENT AS NECESSARY FOR CONSTRUCTION WORK. CAfJ EXISTING IRRIGATION LINES AT RIGHT-OF-WAY LINE. 8 ALL EXISTING RAISED PAVEMENT MARKERS, PAINTED LINES, AND PAVING MA RKING SYMBOLS IN CONFLICT WITH TI,E CHANNELIZATION AND SIG NING PLAN SHALL BE REMOVED. 9 EXISTING PIPES SHOWN AS TO BE REMOVED ARE TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED IF IN CONFLICT WITH NEW UTILITIES REMOVAL OF EXISTING PIPES IS INCIDENTAL TO OTI,ER BID ITEMS <J.,o,, 10. PROTECT ALL EXISTING ELECTRICAL VAULTS AND ACCESS POINTS, EVEN IN AREAS MARKED AS CL.EARING AND GRUBBING OR ROADWAY EXCAVATION INCL. HAUL, UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 11 EXISTING PIPES AND UTILITY STRUCTURES SHALL BE PROTECTED UNLESS � MA RKED FO R REMOVAL IN THESE PLANS. � --ATTACHMENTS. CONDUITS, JUNCTION BOXES, AND CA8'NETS. -=-�.L------- -so LEGEND --A/VVVV,A [I] 111111111111111 � � � � l�I DESIGN CHANGE 2 REMOVE PIPE REMOVE CHANNELJZATION INL.IT PROTECTION/CATCH BASIN INSERT REMOVING CEMENT CONCRETE SIDEWALK (PAID AS ROADWAY EXCAVATION INCL HAUL ) REMOVING ASPHALT PAVEMENT (PAID AS ROADWAY EXCAVATION INCL HAUL ) REMOVING CEMENT CONCRETE PAVEMENT (PAID AS ROADWAY EXCAVATION INCL. HAUL ) RE�SIONDESCRIPTION NLE I BMP 16/16/23 BY I APP, I DATE llli"liil"lll 20 0 FEET 20 40 SURVEYED: 1 AWANCE DRAWN BY: N. EATON DESIGN BY: B POWELL CHECK BY: P, OE Bel.OT PAOJ MGR: P, OE Bel.OT FILE:20160266SP.dwg s�iMi��N�T Mfbu�R --IE CORNERS OF LOGAN !I(' AVE fERSECTION Q: � �!A�l��T SEATTL£,WA98104 800.615.9900 �;��\��0:�:�Ec::R��TYAN:F :::r:::�LDUT�:p:��:ono;:o AS EROSION ©REM�V� EXISTl�G BOE�� SIGN ANO POST ANID SALVAGE SIGN TO BOEING. (PAJD CD q ��::�L B:�NtA;R p;;L�:l�;l;R::IO;�) Nu\REST POST BEYOND REMOVAL 0 NOT USED. & LIMITS. SEE SPECIAL PROVISIONS FOR SALVAGE INSTRUCTIONS (PAID AS REMOVAL._.,.-C--__._,._.,.__,-....._~--,,__.__.__.��~��~�� OF STRUCTURES AND OBSTRUCTIONS.) SEE owe M06. 8 REMOVE CEMENT CONCRETE CURB 17:\ REMOVE WOOD FENCE PER LIMITS ON DWG MD6. (PAID AS REMOVAL OF \:Y STRUCTURES AND OBSTRUCTIONS.) �OHP---OHP-+OHP--@ D ECOMMISSION MO NITORING WELL. � � 'Tl u, � !'I�\-!--;,-=-�--�---------1 � � 0 Q \ & �.,, - - - 9R Cle:,��:, ��?,N APPROVED F� �STRUCTION w------, STA 106+37.50 �--"J--tj � 12.2' RT)0-�SD CITY OF RENTON PARK AVENUE N EXTENSION SIT E PREPARATION PLAN "-�� o�,36.52 � So 0/ /' ,o/, o � � e/w � os• ,,,.�----- , DRAWINGNO. SP1 PROJECT NO. CAG,22-265 FEDAIDNO. -----1YA...._ 10'2022 SHEET NO. ___L_ OF -1!!L_ 00 ► � rp � m (") 00 (") (0 � u, 0 0 0 C C/J 6' ::::, m ::::, �-----------------------------------------------------------------------------------------------�< . 12 § �. ii 6, � .� ! l l * 10:1 CUT SLOPE SHALL BE INSTALLED WHERE POSSIBLE. WHERE BACK OF CURB ELEVATIONS EXCEED TRACK ELEVATIONS, SLOPE SHALL BE AS Fl.AT AS POSSIBLE AND MAY BE INSTAL1-ED l>S A FILL SLOPE WHERE NECESSARY. 'i. 757-LINE 757TH AVENUE TYPICAL SECTION A 757-LINE 101+45.00 TO 104+50 757TH AVENUE TYPICAL SECTION B 757-LINE 104+50 TO 106+29.28 DESIGN CHANGE 2 NLE I BMP 18/18/23 ]·�=t=-===============t=-=t=t=.=:: SURVEYED: 1 AWANCE DRAWN BY: N. EATON DESIGN BY: B, POWELL CHECK BY: P, DE Bel.OT PAOJ MGR: P, DE Bel.OT FILE:20160266RS..d\llg X1NUMBER RE�SIOODESCRIPTIOO BY I APP, I DATE � �!.�l��T SEATTl..£,WA98104 800.615.9900 NOTES 1 CSTC SHALL BE USED AS FILL MATERIAL TO ADJUST ROADWAY GRADES (EXCEPT l>S NOTED IN Tl1ESE PLANS). MINIMUM CSTC LAYER THICKNESS FOR CEMENT CONCRETE SIDEWALK, CEMENT CONCRETE TRAFFIC CURB AND GUTTER, ANO 12-INCH CEMENT CONCRETE CURB AND GUTTER IS 4", MINIMUM CSTC LAYER THICKNESS FOR CEMENT CONCRETE PAVEMENT ANO HMA PAVEMENT IS 6" (SEE PV1) _f ::_ GROUND VARIES 9R Cle:,��:, ��?,N APPROVED F� �STRUCTIOO CONSTRUCTION NOTES @ s• HMA CL 1/2" PG SBH-22 @ 2" CRUSHED SURFACING TOP COURSE 0 6• CRUSHED SURFACING TOP COURSE 0 6" HMA CL 1/2" PG 58H-22 @ ;i�ENT CONCRETE TRAFFIC CURB PER CITY OF RENTON sm PLAN © ��i�� tc:51E i�FFIC CURB AND GUITTR PER CITY OF 0 PLANTER STRIP 2• MULCH OVER 24• TOPSOIL TYPE A ©CEMENT CONCRETE SIDEWN.K PER CITY OF RENTON sm PLAN 102 0 SOD INSTALlATION OVER 6• TOPSOIL TYPE A @ CRUSHED SURFACING TOP COURSE (SEE NOTE 1) @ STRUCn.JRAL EARTl1 WALL (CONCRETE BLOCK) PER WL DRAWINGS @ �Ei��TP��Ni��E 6�F�CD2uRB AND GUITTR WITH VARIABLE @ BOEING SECURITY FENCE PER DETAILS MOS @ �tt�� ENT CONCRETE CURB AND GUTTER PER DETAIL DWG @ RNER ROCK PAVING @ 4" CRUSHED SURFACING TOP COURSE @ BOEING SECURITY FENCE PER DETAIL owe WL1. ,.. 7)4:1 M:_ J�X GROUND LEGEND �'y',�✓"'" "-'A� /::_7/))/// BOTTOM OF EX SIDEWALK TOPSOIL TYPE A EXISTING SUBGRADE LANE NO. (SEE SUPERELEVATION TABLE ON DWG RP1) CITY OF RENTON DRAWINGNO. RS2 PROJECT NO. CAG,22-265 PARK AVENUE N EXTENSION TYPICAL ROADWAY SECTIONS FEDAIDNO. � DATE 10'2022 SHEET NO. ____g_ OF --1!!L_ CD 0 "O CD q 'Tl u, u, (") 0 0 00 ► � rp m (") 00 (") (0 � u, 0 0 0 C C/J 6' ::::, m ::::, �-----------------------------------------------------------------------------------------------�< if .;; � ;;; � � il' § � ii 6, �� .� ! ! 1 757-LINE 50 PJK AVE N LANtLINE(TYP) 50 v-P-LINE 11 I PVI STA102+6$92 ' :.0�10�108�• H! Pv1 ��-:i�.231 ) ..-::i:'i � � g � I{)� 401 I I . LVC:200.001 . r--+f5 �WW ffi ;l:�85 40 11• I 11• " 'w Pl -1 -w nw �;; �� ;5� � ;5 ;5 � <�� r r , w , " r1 "I • " WO -t 30 20 LT FL EL 29.58 CL EL 29.53 RT Fl. EL 28.77 §� §g I J I I I I 1_)Q_5� 1.9�� 1_02� lo_a4,; lo.6s,:;t-o.ssx 1.20,t ------+-- 29.52 29.56 29.65 29.82 30.06 30.35 30.70 31.13 31.61 32.03 32.33 29.47 29.46 29.54 29.68 29.89 30.18 30.54 30.97 31.46 31.95 32.35 32.55 32.30 28.50 28.35 28.45 28.76 28.98 29.27 29.58 29.82 29.79 31.94 �1, PROPOSED '-GRADE tl� + EXISTING GRADE 31.87 31.33 30.75 30.20 29.70 I I 30 20 29.24 I 101+00 � 102+00 103+00 104+00 105+00 106+00 50 40 30 P-LINE /757-LINE i 11 Jf 01 � ��fl�9�6�8 Lvc:1}.00 �;�t��0£:�r�1 �1 �I �' � $ :!31 P\1I STA:j7+00.26 ... I +l +l fill �I I I .I� �1� I �LRO'°l ��:41 �,��= "'"r:�n;"' .. �1 • �· � _ , � n f� j �� :� •fil cvqo.oo � I �I �I � c: � 1 �c� , " �. �� I I 01 "I �0 ;8 ;� � -� I i,: EX DEVELOPER �. ./ ,-� c ROAD SLOPE \_ 1.-/.-_1;__MM. 0.59% \ \ t ,\ I_,_ _{_/ \ ---11 ,1 rPROPOSEO .� 1 1 1 1-----• GRAIOE �11 I I L'.1. � SUPERELEVATION TABLE 50 40 30 STATION LANE NO. ANO CROSS SLOPE 757-LINE 0 0 0 102+09.57 1102+74.57 103+17.43 1.24% -1.69% _,_,,. I) -2.007. 104+79.49 I 1.2s,; I -1.49,; I -1A2:t 10s+o2.s1 I 1.00,:; I -1.00,; 105+61.95 1106+15.46 I -z.oo,; -2.00:t 1os+29.2a I -1.01,: I o.377. I -2.21" 'l. NOTES STATION LANE NO. AND CROSS SLOPE P-LI"' 1 0 I 0 I 0 I 0 15+00.22 0.10% -0.10% -2.00% 15+08.00 -2.00% -2.00,; 15+46.50 I O:t 0% 15+60.52 O.SS% 0.20% 0.20% 15+76.57 15+96.70 -1.00% t---+---t-----1 I �;:��--;� 1-2.00% I -1.00% -1.00'--1.00% 0.44% -0.44% -0.36'--0.28% 'l. LEGEND 1. LANES ARE BOUNDED BY GRADE BREAKS SHOWN ON PV1, 757-UNE, ANO P-LINE. 0 L.ANE NO k/ > // --..,;.,\ \_ G�DE TO MATCH j / '\ DEVELOPER ROADWAY / \ ELEVATIONS / --�-----' --\ I �=/--�--�--�--�--➔ -5.oosJJ �I I .00 I L __ L--t--J __ ---------r---------1-STA 17+49.-3 _j__ EL= 28.18 2. P-LINE LANES GOVERN GRADES THROUGH INTERSECTION OF PARK AVE N AND 757TH AVE. 3 NEGATIVE CROSS SLOPES FLOW AWAY FROM CENTERLINE. POSITIVE CROSS SLOPES FLOW TOWARD CENTERLINE ___ _,,_/_l------,--201 I LT Fl EL CLEL RT Fl. EL I 14+00 _____ J.1..--- 31.49 I 15+00 31.92 32.22 I 16+00 EXISTING GRADE I 29.61 28.64 27.90 I 17+00 28.03 20 I 18+00 4 TRANSITION CROSS SLOPES LINEARLY BETWEEN STATIONS PROVIDED. HORIZONTAL SCALE iil'iil'iPiil'i 20 0 20 FEET 40 VERTICAL SCALE iil'iil'iPiil'i 5 0 FEET 10 ·ol 1 I DESIGN CHANGE 2 NLE I BMP I 6/16/2JI SURVEYED: 1 AWANCE DRAWN BY: N. EATON DESIGN BY: B POWELL CHECK BY: P, DE Bel.OT � �!.�l��T 9R Cle:,��:, ��?,N CITY OF RENTON DRAWINGNO. RP1 PROJECT NO. CAG,22-265 G �-�=-=-t=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-=-t=-t=--=t=-=--::::: �I NUMBER I RE�SIOO DESCAIPTIOO I BY I APP, I DATE I PAOJ MGR: P, DE Bel.OT FILE:20160266PR..dwg SEATTl..£,WA98104 800.615.9900 PARK AVENUE N EXTENSION APPROVED F� �STRUCTIOO ROADWAY PROFILE FED AID NO. _____l!!A...._ DATE 10'2022 SHEET NO._]_ OF --1!!L_ CD 0 "O CD q � � 'Tl u, � u, (") 0 0 00 ► � rp � m (") 00 (") � u, . ;;: �- ii 6, �-� ! �- 0 0 0 C C/J 6' ::::, m ,-------------------------------------------------------------------------::::, CONSTRUCTION NOTES NW ¼ SEC 8, T 23 N, R 5 E, W.M. CONSTRUCTION NOTES (CONTINUED) � 0 ��S�T1g,E_MENT CONCRETE TRAFFIC CURB PER CITY OF RENTON © CONSTRUCT CURB RAMP (SEE DWG MD2) � TA 14+ ?.41 u I ---@ INSTALL BOEING SECURITY GATE (SEE DWG MOS) .g r.;\ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB A.ND GUTTER 0 CONSTRUCT ISLAND (SEE MD DRAWINGS) MATCH EXISTING f\\.\.STA 14+7 .07 2.69' T @ ADJUST BOEING ELECTRICAL STRUCTURE TO GRADE. (D \::.I PER CITY OF RENTON STD PLAN 101. 'ec!==--"c-'-7'--___ -n,," MATCH EXISTING -0 ��S�CT1 5fMENT CONCRETE SIDEWALK PER CITY OF RENTON © RAILROAD CROSSING PANELS TO BE INSTALLED BY BNSF O t7�-��+i;)14 OHP � OHP---( @ ADJUST MANHOLE TO GRADE. Q 0 CONSTRUCT CEMENT CONCRETE 12-INCH TRAFFIC CURB AND GUTTER lg\ fill BOEING ELECTRICAL STRUCTURE COMPLETELY WITH SAND STA 15+05.59 "15' ADJUST CATCH BASIN TO GRADE (SEE DR DRAWINGS FOR LID 'Tl PER DETAJL ON OWG WL1. � (49.50" RD "=:../c,,,'..�""-'1�'7 G'-2,� 3 Y._2 PLACEMENT). )> r,;\ CONSTRUCT CEMENT CONCRETE TRAFFIC CURB AND GUTTER WITH @ CEMENT CONCRETE DOWELED CURB PER DETAIL DRAWING MD4. \ STA 15+19-77 ><:::'.:l�!!lll!fi'J"r,::�;:.:.;.a<'2"ti:_::wo f,6' ADJUST SANITARY SEWER CLEAN-OUT TO GRADE 00 \:::..I VARIABLE SLOPE PER DETAIL ON DWG MD4. (PAID AS CEMENT CONC. __i (41.50' RT) 0, _; � • m TRAFFIC CURB AND GLITTER.) @ INSTALL BOEING SECURITY FENCE (SEE DWG MOS). (4:.s6�+�-i)·771 -')(f @ ADJUST WATER VALVE BOX TO GRADE � ---------------------��------------------------------ - ----------===== @ ��1��CJ gf�E�bA��N0 cNREJ!GT�ADr;1c CURB AND GUTTER �Cl� BNSF R/W :::----....._ ...........____ � � Q-. �� ...........___ STA 15+29.77 .' � � \!v CONSTRUCT BNSF BUNGALOW ACCESS PER DETAIL ON DWG MD3 � --............_ --.........::::j_fi (50.50' RD . �tu -� \ _ 01 /.,__,___ STA 15+29.77 ,'�O.:�_-ri,:.S�{J1.�-�--=-,,.,.__ (") 0 0 --�--�---'{> STA 106+29.28 (7.00" L )> MATCH EXISTING FL 29.17 � BNSF R/W r:p ---1..Q.!t_ � oo� _f' • \_ - -102+ lJ S ,e_ . ---';7=-==-=-�:::� e, I ' ��---�-...!.QZ,+00 � STA 106+29.28 (12.22. RT) ....li. MATCH EXISTING (29.13 ) m STA 1Q6+J7.50 (12.22' RT) (") MATCH EXISTING 00 (") (0 "' LEGEND I I " ··::, .. ···:·· ... :.-1 •• •.•.•. j.. DESIGN CHANGE 2 8" HMA CL 1/2" PG 58H-22 OVER 6" CSTC 6" HMA CL 1/2" PG SBH-22 OVER 6" CSTC 10" CEMENT CONCRETE PAVEMENT OVER 6" CSTC 10 IN DECORATIVE CEMENT CONCRETE PAVEMENT (INTERSECTION FINISH) OVER 6 IN CSTC 10" DECORATIVE CEMENT CONCRETE PAVEMENT (CROSSWALK FINISH) OVER 6" CSTC LANDSCAPE OR RIVER ROCK PAVING (SEE PL DRAWINGS) � 0 0 NLE I BMP I 6/16/2JI RE�SIONDESCRIPTION BY I APP, I DATE CURB RETURN (SEE TABLES ON DWG MD1) CURB RAMP NO. (SEE DWG MD2) LANE NO. (SEE SUPERELEVATION TABLE ON DWG RP1) 1 CORNERS OF LOGAN AVE· N / / INTERSECTION ............... --- ./. CRITICAL GRADE BREAK POINTS TABLE STATION (OFFSET) , I POINT I STATION (OFFSET) I ELEVATION I NOTES I POINT A 115+75.49 (22.00' RT) 32 45 I GRADE BREAK AP I G I NOT USED 8 115+75.49 (11.00' RT) 32.50 !GRADE BREAK AP I H 116+32.32 (24.00' RT) 30.84 C l103+B8.48 (6.00' RT) 31.61 I I I 116+32.32 (12.00' RT) 30.96 0 1104+79.49 (5.00' RT) 32.18 I I J 117+00.35 (11.00' LT) 28.07 NOT USED I K 1101+45.01 (6.00'RT) 29.46 r 116+32.32 (so.so· RT) 30.50 !GRADE BREAK AP I L 1106+29.28 cs.oo· RT) 29.27 SURVEYED: 1 AWANCE DRAWN BY: N. EATON DESIGN BY: B POWELL CHECK BY: P, DE Bel.OT PAOJ MGR: P, DE Bel.OT FILE:20160266PV.dwg � �!.�l��T 9R CITY OF RENTONPublic Works Department SEATT1.£,WA98104 800.615.9900 APPROVED F� �STRUCTION s� °"''"' :QUTHPORT DR 17+35.41 (115.49" LT GRADE BREAK AP GRADE BREAK Af' GRADE BREAK AP MATCH EXISTING MATCH EXISTING iil'iiPiiil'iil 20 0 CITY OF RENTON SCALE FEET PARK AVENUE N EXTENSION PAVING AND GRADING PLAN 20 l R/W '<�-3.� 40 DRAWINGNO. PV1 PROJECT NO. CAG,22-265 FEDAIDNO. � DATE 10'2022 SHEET NO. _j_ OF -1!!L_ 01 � §1 �. ii 6, � .� ! �. 0 0 0 C C/J 6' ::::, m ::::, �-----------------------------------------------------------------------------------------------�< ��~��~��~� CR1 -CURB RETURN DATA PC• -102+09.57 (54.99' RT) FLOW LJNE ELEVATIONS -23" 51' J1,.32• • 50.00' = 20.82' pc• -28.34' 1/4 • 28,35' 1/2 = 28.39' -10.56" 13/4 -28.44' PRC -102+29.57 (49.TT' RT) IPRC -28.51' CENTER RADIUS -STA 102+07,22 (5.05' RT) CR2 -CURB RETURN DATA PRC -102+29,57 (49,77' RT) FLOW LJNE ELEVATIONS = 26' 33' 1.2· • 50.00' -23.17' -11.80° PRC = 28.51' 1/4 • 28,58' 1/2 -28.66' 3/4 -28,71' PT -102+51.92 (44.50' RT) IPT -28.77' CENTER RADIUS -STA 102+51,92 (94.50' RT) CR4 -CURB RETURN DATA PC = 103+17.43 (44.50' RT) FLOW UNE ELEVATIONS • 12•39· 16.92" • 185.88' • 41.06' 20.61' PC • 29.48" 1/4 • 29.59' 1/2 • 29.69' 3/4 = 29.79' PT • 103+58.15 (49.02" RT) IPT • 29.87' PC CENTER RADIUS -STA 18+30.23 (78.88' RT) CR5 -CURB RETURN DATA HORIZONTAL -103+65.84 (50.74' RT) -90•0· o.oo· • 35.00' • 54.98' -35.oo· VERTICAL FLOW UNE ELEVATIONS PC • 29.89' 1/4 29.72' 1/2 • 29.46' 3/4 29.oo· PT • 16+79.35 (36.00' RT) IPT • 28.48' CENTER RADIUS -STA 16+79.35 (71.00' RT) NOTE: SEE DRAWING MD2 FOR ADDITIONAL FLOW LINE ELEVATIONS FOR CR5 DESIGN CHANGE 2 RE�SIOODESCRIPTIOO CR6 -CURB RETURN DATA PC = 17+12.26 (36.00' RT) 4S16' 51.96" -45.00' -33.99' = 17.85' FLOW LINE ELEVATIONS PC = 27.76' 1/4 -27.70' 1/2 -27.75' 3/4 = 27.80' PCC• • 17+43.11 (48.24' RT) IPCC• • 27.85' CENTER RADIUS -STA 17+12.26 (81.00' RT) CR7 -CURB RETURN DATA PC 1• 116+85.58 (37.57' LT) • 159•5' 29.04" = 175.00' • 190.44" • 151.63" FLOW LINE ELEVATIONS PC 1•127.87' 1;4 I= 121.10· 1/2 1• 127.16' 3/4 1-128.06" PT• 1-117+23.39 (113.77" LT) IPT• 1-128.60' CENTER RADIUS -STA 16+49.14 (103.13' LT) •MATCH EXISTING CR8 -CURB RETURN DATA PC 1• 116+26.61 (12.00' LT) • 129"3" 50.76"" • 150.00" = 125.36' • 112.96' FLOW LINE ELEVATIONS PC I• 131.08" 1/4 1-130.78' 1;2 I= l3o.44' 3/4 1-1:30.09" PT I= 116+50.90 (18.30' LT) IPT I= 129.74" CENTER RADIUS -STA 16+26.61 (62.00' LT) CR9 -CURB RETURN DATA HORIZONTAL PC • 15+92.89 (31.52' LT) • 77"20' 43.08" = 25.00' • 33.75" • 20.01· VERTICAL FLOW LINE ELEVATIONS PC • 31.91" 1/4 = 31.98' 1/2 • 31.93' 3/4 -31.75' PT • 16+17.29 (12.00' LT) IPT • 31.45' CENTER RADIUS -STA 16+17.29 (37.00' LT) CR10 -CURB RETURN DATA PC = 105+98.20(150.16"RT) 48'40'36.84" R • 42.00' L -35.68' 19.00' FLOW LINE ELEVATIONS PC = 28.65' 1/4 • 28.62" 1/2 -28.59" 3/4 = 28.55' PT • 106+29.71 (135.81' RT) IPT • 28.52" CENTER RADIUS -STA 105+98.09 (108.16' RT) NLE I BMP I 6/16/2JI BY I APP, I DATE CR11 -CURB RETURN DATA PC • 15+68.47 (34.78' RT) FLOW LINE Rl • 1.50' ELEVATIONS PCC = 15+70.02 (33.03" RT) PC = 32.35' R2 • 25.00' PCC • 32.32' PCC • 15+78.62 (34.99' RT) 1/2 • 32.22" R3 = 1.50' PCC = 32.18' PT • 15+79.50 (36.04" RT) IPT • 32.16" CR12 -CURB RETURN DATA PC • 15+59.27 (12.16" LT) R1 • 1.50' FLOW LINE ELEVATIONS PC • 32.55' PT = 15+60.73 (11.00' LT) PT = 32.55' PC = 15+69.75 (11.00" LT) 1/2 = 32.53' R2 = 1.50' PC = 32.52' PT • 15+71.21 (12.83" LT) IPT • 32.47" CR13 -CURB RETURN DATA HORIZONTAL VERTICAL PC = 15+46.36 (33.00' RT) FLOW LINE • 1.50' ELEVATIONS • 2.10' PC • 32.38" p, = 15+47.84 (34.24" RT) p, = 32.39' CR14 -CURB RETURN DATA PC • 15+23.66 (11.00" LT) - ,.so· • 2.70' FLOW LINE ELEVATIONS PC • 32.18" 112 1-32.25• PT • 15+29.99 (18.99" LT) IPT • 32.30' CR15 -CURB RETURN DATA HORIZONTAL PC • 106+33.61 (23.00' LT) • 5.00' = 3.52" PT• • 106+36.85 (24.19' LT) "MATCH EXISTING VERTICAL FLOW LINE ELEVATIONS PC = 29.01" PT• • 29.04" CR16 -CURB RETURN DATA PCC• • 17+43.11 (48.24' RT) FLOW LINE R = 40_00, ELEVATIONS • 21.80" PCC• • 27.85" Pee• -17+54.24 (66.68' RT) IPcc• -28.18· 'MATCH EXISTING SURVEYED: 1 AWANCE DRAWN BY: N. EATON DESIGN BY: B POWELL CHECK BY: P, DE Bel.OT PAOJ MGR: P, DE Bel.OT FILE:20160266MD1-2.d\l,g � �!.�l��T SEATTl.£,WA98104 800.615.9900 I CEMENT CONCRETE CURB RAMP TYPE REFUGE ISL.AND (SEE DRAWING MD4 FOR PAY LIMITS) CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 CEMENT CONCRETE SIDEWALK CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 TOP OF PROPOSED PAVEMENT 8"" HMA OVER 4" CSTC PER DRAWING P\11 4• MIN CSTC �A j 2" MIN CSTC 4• MIN CSTC SECTION A-A CEI.IENT CONCRETE DOWELED CURB PER DETAIL DRAWING MD4 CEMENT CONCRETE TRAFFIC CURB PER CITY OF RENTON STD PLAN 101 PEDESTRIAN ISLAND POINTS OFFSET I ELEVATION 4" CEMENT CONCRETE OVER 4" CSTC CEMENT CONCRETE PEDESTRIAN CURB PER CITY OF RENTON STD PLAN 101 DETECTABLE WARNING SURFACE PER WSDOT sm PLAN F-45.10-02 (TYP) 17+25.97 13.00"LT 13.00'LT 15.57" LT 22.47'LT 19.63'LT 17+25.97 18.93"LT 13.00'LT 18.93"LT 26.61'LT 29.45'LT 17+36.49 35.74'LT 34.52'LT 17+44.62 16.01"LT 13.00"LT R=2.5' M �A CEMENT CONCRETE DOWELED CURB PER DETAIL DRAWING MD4 R•2.5" I PEDESTRIAN ISLAND GRADING SCALE: 1"=5' CR17 -CURB RETURN DATA PC• = 14+87.50 (36.60" RT) = 20" 2· 31.56" • 59.00" • 20.64" FLOW LINE ELEVATIONS pc• = 31.20· 1/4 • 31.28" 1/2 -31.39" -10.43' 13/4 -31.47' PT • 15+07.72 (33.01 RT) IPT • 31.55' CENTER RADIUS -STA 15+07.78 (92.01' LT) 9R CI P :,� �:, ��?,N APPROVED F� �STRUCTIOO liiYiil'iiil'ii 5 0 CR18 -CURB RETURN DATA PC -14+77.87 (5.69 LT) t. • 31'59' 26.88" R • 35.00" 19.54' T • 10.03' FLOW LINE ELEVATIONS PC • 31.75' 1/4 • 31.78' 1/2 = 31.81" 3/4 • 31.85' PT -14+96.42 (11.00 LT) IPT • 31.89' CENTER RADIUS -STA 14+96.41 (24.00 RT) CITY OF RENTON FEET PARK AVENUE N EXTENSION MISCELLANEOUS DETAILS 27.91 27.91 10 p, PC PC DRAWINGNO. MD1 PROJECT NO. CAG,22-265 FEDAIDNO. � DATE 10'2022 SHEET NO. _1Q_ OF -1!!L_ CD 0 "O CD q 'Tl u, u, (") 0 0 00 ► � rp m (") 00 (") (0 u, & :.......,,..,,.��,..........,.., NU"'13ERI EXISITNG PIPE I .. :·.. . ,: •.. -... 1 1. ·_;,. ,: '. ••• , •.j CAST-IN-PLACE CONCRETE BASE UNDER PRE-CAST SADDLE MANHOLE SECTION NOTES: REMOVE 7/3 TO 1/2 OF THE EXISTING PIPE {PVC PIPE ONLY) TO EMBED PIPE WITHIN CONCRETE SHELF SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE TOP VIEW CAST-IN-PLACE CONCRETE BASE POURED 4" UNDER STORM DRAIN AT A MINIMUM OF 10� THICK 1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES. 2. NO WEIGHT OF Tl-1E PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE. 3. CAST-IN-PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE. OPEN PIPE CHANNEL PRECAST SADDLE MANHOLE SECTION (4)-4°0(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS (MINIMUM) COMPACTED SUBGRADE Wlll-1 6» CSTC 4. PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE SIZE AND TYPE. 5. PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY-COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL; COLOR SHALL BE WHITE. 6. THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4H(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED ON COMPACTED SUB-GRADE. 7. THE UPPER HALF OF THE EXISTING PIPE SHALL BE REMOVED W,.,ILE THE BOTTOM SHALL REMAIN AS THE CHANNEL OF THE NEW MANHOLE. 8. THE CAST-IN-PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE STORM DRAIN. THE MINIMUM DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2'. SADDLE MANHOLE WITH CAST-IN-PLACE BASE NTS REVISICN DESCRIPTION I BY I APP. I DATE I � SURVEYED: 1 AWANCE DRAWN BY: N, EATON DESIGN BY: B, POWELL CHECKBY: P.DEBCl..DT PRO.I MGR: P. DE Bel.OT I FILE:20160266r.1)5-6.dwg fP !,�A�!!�T SEATil.E.WA981CM 800.615.9900 /.I I I P-UNE--..; I I t ,r::: ,- -- + __ 1C!ft00_ -PERMANENT SECURITY FENCE WITHOUT GREEN COLORING STA 108+08.59 {22.70' RT) ,.,...-x-x----x-x-x----x-x-x-x-x7-x-� �E:; filuRITY I l STA 106+08.59 (25.75" RT) :+-'1 GATE POST �I END PJ� �� 1 I I X I �� 16+12.21 l t" EXISTING FENCE TO"""" ( ' LO l STA 1&+11,50 (58,22' LO V (N .... EST POST) i EXISTING ---1 BEGIN PERMANENT FENCE GATE t.. I STA 16+90.18 (75.90' LT) (CORNER POST) BEGIN PERMANENT FENCE f SUBSTATION r � EXISTING FENCE TO REMAIN l STA 16+41.21 (199.05' LT) "' t 1 BEGIN WOOO FENCE REMOVAL � / � /' ·X -X-X-x-x� PERMANENT SECURITY FENCE WITHOUT GREEN COLORING SUBSTATION FENCING NTS EXISTING WOOD FENCE TO BE REMOVED BETWEEN SECURITY FENCES STA 16+50,92 (216,92' LT) END PERMANENT FENCE END WOOD FENCE REMOVAL "' 9" DRAWINGNO, MD6 CITY OF RENTON CITY OF RENTON Publlc Works Deportment PARK AVENUE N EXTENSION PRo.ECT NO. CAG-22-265 FED AID NO. ----- APPROVED FOR CONSTRUCTION DATE 1D/2022 BY DATE MISCELLANEOUS DETAILS SHEET NO . ...lL 0:: ...a_ 0 0 0 C C/J 6' ::::, m ::::, < CD 0 "O CD q � � 'Tl u, � u, (") 0 0 00 ► � rp � m (") 00 (") (0 � u, 45 ( STA "IV"l ... t'IAO"'-)& BEGIN WALL NO. 1 40 � m N '35 I� � 30 ,n II -- 25 20 15 200+00 DESIGN CHANGE 2 REVISICNDESCRIPTION � f j ENT "' 10 757TH A\/f. HORIZONTAL SCALE 10 FEET "' 20 WALL-1 ALIGNMENT T 23 N, R 5 E, W.M. VERTICAL SCALE FEET 10 SEGMENT NO. I �� srr� IN==.o BEGIN EASTING ENO NORTHING ENO EASTING BEARING DELTA I RADIUS I TANGENT I UENGTH L1 200+00.00 I 200+29.19 I 1854J2.990 I 1J01901.161 I 165455.871 I 1J0188J.0J2 I N38"2J'22.87-W 29.19' L2 200+29.19 I 201+54.27 I 185+55.871 I 1J011383.032 I 185535.263 I 1.301979.681 I N50"35'54.61"E 125.08' WALL NO. � & '<:1"4?1'11•"'""'" ENO WALL NO. 1 ! BEGIN TRANSITION TO 6" CURB TOP OF CURB I j I r i°p OF WALL I =� A� • •A ..... I END TRANSmON TO 6 CURB '-- -- - \ 1 CORNER OF EXISTING GROUND \_ BOTTOM OF WALL I WALL N0.1 LINE AT FACE OF WALL (BOTTOM EI..EVA11C N CONCRETE BLOCK WALL GENERAL NOTES: 1. ALL CONSTRUCTION MUST CONFORM TO MANUFACT\JRER'S SPECIFIC REQUIREMENTS. 2. SEE SPECIAL PROVISIONS FOR WALL DESIGN REOUIREM,ENlS"v-. ��~��~��~�� & ( 4. =�oJ � �G;� �O�� OF-' OF CURB PER PROFILE 45 40 35 30 25 GEOGRID REINFORCEMENT, IF REQUIRED, PER MANUFACTURER TO SUPPORT HS-25 LOADING AT EDGE OF GUTTER PAN (GEOGRID DESIGN SHALL BE COMPATIBLE WITH FENCE FOUNDATIONS) CSTC NUMBER Of BLOCKS TO BE DCTERMINEO AS PART OF SITE SPECIFIC DRAWING REQUIREMENTS OF SPECIAL PROVISIONS GEOGRID REINFORCEMENT, IF REQUIRED, PER MANUFACTURER TO SUPPORT HS-25 LOADING AT EDGE OF GUTTER PAN (GEOGRID DESIGN SHALL BE COMPATIBLE WITH FENCE FOUNDATIONS) CSTC NUMBER OF BLOCKS TO BE DETERMINED IS PAAT OF SITE SPECIFIC DRAWING REQUIREMENTS OF SPECIAL PRO\'ISIONS r EXISTING FENCE 't,11--++--'---TO "°"'" 0 BATTER PER MANUFACTURER '�rr < ��RN� \/ER11CAL A POSSIBLE, BUT NO MORE THAN J-DEGREES) SECTION W1 WALL-1 LINJ; _ EXISTING FENCE, 0 BAITTR PER MANUFACTURER (BAITTR SHALL BE AS NEAA \/ER11CAL A POSSIBLE, BUT NO MORE THAN 3-DEGREES) STANDARD EXISTING 8" HMA Cl 1/r PG 58H-22 FENCE, SEE DETAILS ON DRAWING MD6 FOR PLACEMENT TO'°"'" �1 � FG AT 8'.CK OF WALL MAY VAR'( DEPEN �NG 20 ON MANUFACTURE �·s � I NL.£ I BMP 16/16/23 EOUll<EME 201+00 SURVEYED: � DRAWN BY: N. EATON OESIGN BY: ....IL..fQllf.L CHECK SY: P. DE BCl.DT PRO.I MGR: P. DE BCl.DT FILE:20160266WL� fP �!!J!!T �WA98104 800.l5IS9900 15 " CIP=b� �� e�N APPROVED FOR CONSTRUCTION REBAR PER DRAWING ST3 --1 I (lYP�-MIN) 12-INCH CURB AND WALLNTS CITY OF RENTON PARK AVENUE N EXTENSION WALL PLAN, PROFILE AND DETAILS DRAWING NO, WL 1 PRo.ECT NO. CAG-22-265 FED AID NO. � DATE 10/2022 SHEET NO . ....1L 0:: __R_ 0 0 0 C C/J 6" ::::, m ::::, < CD 0 "O CD q � � 'Tl u, � u, (1 '.t 0 0 00 ► � rp � m (1 00 (1 (0 "" � u, 0 0 0 C C/J 6' ::::, m ::::, �-----------------------:-;;:-;---.;.---;::;�--;:;---:;-�---;;----;:;-��..;,:,----------------------< NW ¼ SEC 8, T 23 N, R 5 E, W.M. i CONSTRUCTION NOTES 0 CONNECT NEW STRUCTURE/PIPE TO EXISTING STRUCTURE/PIPE. 0 RECTANGULAR Bl-DIRECTIONAL VANED GRATE PER COR STD PL.AN 204.30 0 :6:�UN� FRAM E AND COVER PER COR STD PLAN 204.50 WITH LETTERING @ UNDERDRAIN PIPE TO BE INSTALLED AT THE BOTTOM OF THE WALL. LEGEND GENERAL NOTES CD @ ��g�;f�N PIPE W/ BENDS VARYING BETWEEN 22.5-90 ---- 0 ;ib�JN E��g_ GRATE W/ RECTANGULAR SOLID METAL COVER PER COR © g��giir�t� ��t:� 1�0 i,r:iu�FF cgFN�w�n�i �1[�6NE�r�i rl�� WASHINGTON ROADWAY IMPROVEMENTS RECORD DRAWING DATED ON 4/1 7/06. CONTRACTOR TO CONFIRM INVERTS. © PLUG AND ABANDON EXISTING PIPE. (REMOVE AS NECESSARY.) PER DWG SP1 . (j) REMOVE EXISTING DRAINAGE STRUCTURE. PER DWG SP1 . © RECTANGULAR SOLID METAL COVER PER COR STD PL.AN 204.10. 0 ��}:��iriiN ci��!�nl�G s1iErI6Vr�?itli c��I�F v��-o�Xk5J��i JJ:E WASHINGTON ROADWAY IMPROVEMENTS RECORD DRAWINGS DATED ON 4/1 7/06 @ NOT USED. 1 4) OPEN CURB FACE FRAME PER COR STD PLAN 20J.OO. �� \..-----�---------""' "' ■PROPOSEO TYPE 1 CATCH BASIN @ <.) e PROPOSEO TYPE 2 CATCH BASIN - SD-STORM DRAIN PIPE ---\ 1. STA/OFF CALLOUTS ARE TO CENTER OF STRUCTURE. 2. ALL STORM SEWER PIPE SHALL BE SCHEDULE A SMOOTH INTERIOR WALL HIGH-PERFORMANCE POLYPROPYLENE STORM SEWER PIPE, UNLESS OTHERWISE NOTED 3. SEE CITY OF RENTON STD PLAN 267.00 AND 267.1 0 FOR SURFACE WATER STANDARD PLAN NOTES q � � 'Tl u, � u, (1 0 t-t�---At�J==i-+rT " -)(:s:F=-1:_ _ _)' " ,., �8 "SF --1 � R/W )> @ADJUST CATCH BASIN TO PROPOSED GRADE. :'='=�==:.:Ji'==:.:::;e==+ ..,...._ --2 4 --- - -----' -------�=�--L,. • �;-� � �'c � �:: -�•;. .-::::�:�--�--... . -... . -.. . -,,_ r !_Q_1�00 ± ------------, -- - +y-Jo2+oo--=-------�· ·'-.· ---w 757-UNE w f+-----'�se +----"'----1 -!AL ,, -":,..-:;::_,_-::::::-_---�� ---------- R/W 7 -------{_________ ·---------- --- -------------------·=-------------- ----- ---DESIGN CHANGE 2 --------........... JJ,, '---..... 1:::::-:.--........ I NLE I BMP I 6/16/23I REVISION DESCRIPTION I '-'-'-'--SURVEYED: 1 ALLIANCE DRAWN BY: N. EATON DESIGNBY: T,CHEONG CHECK BY: P. BUCHANAN PROJ MGR: P. DE BCX.DT FILE:201602680R.dwg � �2�A�!!� T SEATTLE,WA98I04 800.615.9900 -=?f9--= = s< 0 � '----!-!-------/---�_ 1, � --/ / I !R C�:b� ��' ��?iN APPROVED FOR CONSTRUCTION CITY OF RENTON PARK AVENUE N EXTENSION DRAINAGE PLAN � m (1 CX> (1 f1 3,TYPE 1 0 1(0 ·A 106+25 (6.2' LT) -..J _[__�� c:, _........i,g,1.00,..�-� u, /"" ,/"" /" ?f {��--- & � SCALE 20 0 20 40 FEET DRAWINGNO. DR1 PRo.ECT NO. CAG-22-265 FED AID NO. � DATE 11/2022 SHEET NO, ....1L OF .JiL � CHANNEUZAIIQN NOTES NW ¾ SEC 8, T 23 N, R 5 E, W.M. 0 INSTALL YELLOW DOUBLE CENTERLINE PER WSDOT sm PLAN M-20.20-02. 0 INSTAU. YELLOW NO PASS LINE PER WSDOT STD PLAN M-20.20-02. @ INSTALL WHITE LANE LINE PER WSDOT STD PLAN M-20.20-02. © INSTALL WHITE WIDE LINE PER WSOOT STD PLAN M-20.20-02. @ INSTALL CROSSWALK PER CITY OF RENTON STD PLAN 128. @ INSTALL TYPE 2SL (LEFT) TRAFFIC ARROW PER WSDOT STD PLAN M-2◄.4-0-02. � INSTALL TYPE 2SR (RIGHT) TIW'f'IC ARROW PER WSOOT STD PLAN \'.31 M-2◄.4-0-02. � INSTALL TYPE JSR (RIGHT) TRAFFIC ARROW PER WSDOT STD PLAN � M-2◄.40-02. @ INSTALL WHITE DOTTED EXTENSION LINE PER WSDOT STD PLAN M-20.50-02. @ :��4-0�i. 3SL (LEFT) TRAFFIC ARROW PER WSDOT STD PLAN ©INSTALL WHITE EDGE LINE PER WSOOT STD PLAN M-20.20-02. 0 :J"��o�\F;��o ��-:. PER WSOOT STD PLAN M-3.40-04 @ :��-�:��6o�fu =CM��it�� WSOOT STD PLAN ® :�� l ��i��R WSOOT STD PLAN M-20.20-02. BREAK AT @) :� YE C�Sl��fs.PER WSOOT STD PLAN M-20.20-02, BREAK AT @ INSTALL CROSSWAI.J( PER CITY OF RENTON STD PLAN 127. (�'°'�N ..... ___ fR/W---------------.. --------.............. ............... = .............. __ ....... REVISICNOESCRIPTION BY I APP. @ INSTALL TYPE 7S TRAFFIC ARROW PER WSOOT STO PL.Ml M-24.40-02. � INSTAil. RAILROAD CROSSING SYMBOL (ALTERNATE SYMBOL) (INCLUDE 24" \!31 TRANSVERSE LINES, SEE SYMBOL SCHEDULE ON CH2) PER WSDOT STD PLAN M-11.10-02. @ :I�� E1:��lg� OF RENTON STD PLAN 128 (INSTALL AS 24" DESIGN BY: ....IL..fQllflJ CHECK SY: P. OE Bel.OT PRO.I MGR: P. OE Bel.OT FILE: 20160266CH.dwg GP �!.�J!!T S£Arn.<WA98104 800.6l59900 I� ' f.>-:------ � ,r, --- Public Works Deportment APPROVED FCR CONSTRUCTlall .l:::IQTES. I. SEE SG .-6NO RR DRAWINGS FOR SIGNING ON TRAFFIC SIGNAL .-6ND AALROAD POLES. 2. SEE DRAWING CH2 FOR THE SIGNING ANO LEGEND/SYMBOL SCHEDULES. 3. SIGNS 22, 23, AND 24 ARE NOT SHOWN ON CH1. SEE SIGN SCHEDULE ON CH2 .-6NO IL.2 FOR LOCATION INFORMATION. 4. LANE WIDTHS ARE DIMENSIONED TO EDGE/GORE LINE OR FACE OF CURB, WHICHEVER IS NEAREST. 5. ALL MARKINGS PER WSDOT STD PLAN M-20.20-02 SHALL BE PROFILED PLASTIC (NOT EMBOSSED PLASTIC OR PROFlLED EMBOSSED PL/,SITC). 6. USE 10' SPACING FOR CROSSHATCH MARKINGS INSTEAD OF 20• (MIN) TO 40' (MAX) AS LISTED ON WSOOT STD PLANS. -----------------�:;�-- I / I -=---��-_m.+oo l!i> � (5.0' RT) END STA 106+45.2 (17.0' RT) END ___ f R/W ---- ,, �� .. ��\;i��' G " V ------- <l- <>-iii -20 -- ----<f <f CITY OF RENTON PARK AVENUE N EXTENSION CHANNELIZATION AND SIGNING PLAN I SCALE 'liiiiiiiiiiiii 20 40 O FEET ORAWINGNO, CH1 PRo.ECT NO. CAG-22-265 FEO AIO NO. � CATE 10/2022 SHEET NO. --23.., CF _a_ 0 0 0 C C/J 6' ::::, m ::::, < CD 0 "O CD q 'Tl u, u, (") 0 0 00 ► � rp m (") 00 (") (0 u, DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-0B1EC8C97D15 Change Order Cost {Equitable Adjustment) Project Name: Contractor: Contract No: PARK AVENUE N EXTENSION Olson Brothers Excavation CAG-22-265 Federal Aid No: N/A Construction Manager: Perteet Item No. Description A33-1 A33-1 SEW Wall-Fence Supports LABOR Laborer( @ $65/ per hr for 1 day) Operator (@ $88 / hr for 1 day) Apprentice ($55 / hr for 1 day) Foreman(@ $91 / hr for 1 day) Labor Markup (29 % Labor and 2 % Sick Leave ) EQUIPMENT Highway Truck (@ $40 / hr for foreman) Excavator ( $115 / hr for support) Loader Equipment (@ 60 / hr for support) Equipment Markup (21 %) MATERIALS Sano tubes Materials Markup (21 %) A33-1 A33-1 SEW Wall-Fence Supports 7/27/2023 8/11/2023 Per attached determination I Estimated Change Order Cost Summary of Contractors Quotes: Item Quote Location NA NA Total Quoted Added Cost: $ Quoted Cost NA Quantity Lump Sum Estimate 8 8 8 8 $2,392.00 8 8 8 $1,720.00 1 $800.00 Bid Item Change 1 1 Overhead I Change Order No. 09 Unit HR HR HR HR Percentage HR HR HR Percentage LS Percentage By: Chris Brown Date: 10/27/2023 Unit Price $ 65.00 $ 88.00 $ 55.00 $ 91.00 31.00% $ 40.00 $ 115.00 $ 60.00 21.00% $ 800.00 21.00% CALCULATED TOTAL: ESTIMATED TOTAL: LS $ 6,328.40 LS $ 416.66 TOTAL By Agreement Estimated Cost $520.00 $704.00 $440.00 $728.00 $741.52 $320.00 $920.00 $480.00 $361.20 $800.00 $168.00 $6,182.72 $6,745.06 $6,328.40 $416.66 $6,745.06 $0.00 $6,745.06 CODE Trade Base Wage FM Foreman 57.19 OPGR2 Operator Group 2 55.19 OPGR3 Operator Group 3 54.58 LAB4 Laborer/Pipelayer 43.90 LAB3 Laborer 42.86 TCS2B TCS 40.61 FLAG2A Flagger 34.20 TD Truck Driver 72.45 Force Account Rates Fringe Benefit 24.22 24.22 24.22 14.00 14.00 14.00 14.00 Olson Brothers Excavating, Inc. FORCE ACCOUNT LABOR RATES FICA6.2% SUTAS.75% 3.55 3.29 3.42 3.17 3.38 3.14 2.72 2.52 2.66 2.46 2.52 2.34 2.12 1.97 4.49 4.17 FUTA.6% 0.34 0.33 0.33 0.26 0.26 0.24 0.21 0.43 [XI NO EXCEPTION TAKEN 0 REJECTED 0 MAKE CORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 SUBMIT SPECIFIED ITEM Review is only for conformance with the general design concept of the project and does not extend to consideration of structural integrity, safety, detailed compliance with contract requirements or any other obligation of the contactor. Any action shown is subject to the requirement of the plans and specifications. Contractor is responsible for confirming and correlating all dimensions; fabricating and construction techniques; coordinating his work with that of all other trades; and the satisfactory performance of his entire work in strict accordance with contract documents. The review is undertaken solely to satisfy engineer's obligations and does not relieve contractor from his obligation fully to perform all contract requirements, nor shall such review give rise to any right of action or suit in favor of contractor or third persons against the owner. BY: Stefanie Edwards DATE: 4/7/2023 Medicare 1.45% LNI 0.83 1.77 0.80 1.77 0.79 1.77 0.64 1.77 0.62 1.77 0.59 1.77 a.so 1.77 1.05 2.96 TOTAL REG 91.19 88.91 88.21 65.82 64.63 62.07 54.76 85.55 3/21/2023 0 0 0CC/J 6" ::::, m ::::, < CD 0 "O CD q � � 'Tl u, � u, (") 0 0 00 ► � rp � m (") 00 (") (0 � u, DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-081EC8C97D15 -..... -..... r-1 = 0 0 r-1 - r-1 = 0 r-1 = 0 N '° r-1 N Ln - !!!!!! !!!!!! -- r-1 -°' = �= 0 0 Ln t() N State of Washington Department of Labor and Industries PO Box 44140 Olympia WA 98504-4140 Policyholder OLSON BROTHERS EXCAVATING 6622 112TH ST E PUYALLUP WA 98373 THIS IS NOTA BILL 12-08-22 What went into calculating your 2023 workers' comp rates? DAVID PRYOR (360)902-5617 1.Change in L&I average 'base' rate:4.8% average rate increase for 2023; rates specific to your industry can be found on our website at lni .wa.gov 2.Changes in industry costs:Changes in claim costs compared to premiums collected for your industry ( 'risk class') in which some or al I of your employees worked. 3.Your Experience Factor:Based on the medical, wage replacement and disabi I ity benefit costs for worker claims on your account, during the experience period Ii sted above. Find 12 tools to enhance safety and control costs at www.Lni.wa.gov/ControlMyRates Pay your premiums online: www.Lni.wa.gov/QuarterlyReports Need help understanding this notice? Call your account manager at the phone number shown above. - 0101-02 0107-00 1102-03 4904-00 4911-00 5004-18 50D6-D8 6601-04 7204-0D I Class Code Description Excavation NOC Utility line const:Underground Trucking: Intrastate Clerical Office NOC & Draftsnn Construction Estinators Hise Forest Svcs, NOC-Hanual Hise Forest Svcs, NOC-Hachine Security Guards-Const Site Preferred Workers 1.4355 0.5240 0.0234 l.217D 0.4776 0. 0197 2.4883 0.8153 0.0406 D.0181 0.0111 0.0003 0.0888 0.0418 0.0014 1.2489 0.8567 0.0197 1.9028 0.6321 0.0311 0.2526 0.1581 0.0040 0.00D0 0.0000 0.0000 1.1251 What's an experience factor? See back for an explanation. Base Factor 2022 Factor 2023 Factor F225-004-000 (10-2014] PAGE 1 OF CN: 0.1674 0.1674 0.1674 0.1674 0.1674 0.1674 0.1674 D.1674 0.1674 152,162 Have a payroll service? Send them a copy of chis notice. $1.76660 $1.52680 $2.95505 $0.10710 $0.19245 $1. 74485 $2.28370 $0.41220 $0.08370 .A. This is the employer's contribution to workers· comp coverage $0.35320 $0.32850 _!!.51gj05 $0.08930 $0.10495 $0.51515 $0.41020 $0.16350 $0.08370 .A. Withhold this amount from employee pay for each hour· they work. II is their contribution to workers' comp coverage. $2.1198 $1.8553 $3.4�01 $0.1964 $0.2974 $2.2600 $2.6939 $0.5757 $0.1674 .A. On the Qu arterly Re port. the employer will mulliply this number by the hours· worked to calculate premiums. •Hours or units DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-0B1EC8C97D15 � � Employment Security Department ---WASHINGTON STATE P.O. Box 9046 • Olympia, WA 98507-9046 Tax Rate Notice RECEIVE£ DECO 9 Jnn 112895 OLSON BROTHERS EXCAVATING INC 6622 112TH STE ESD number: 000-674087-00-7 UBI number: 601-161-685 PUYALLUP, WA 98373-4630 Mailing date: December 9, 2022 By law, tax rate review requests must by submitted in writing by January 9, 2023. Your tax rate for 2023 will be 5. 75%. Your new tax rate is lower than last year. Your tax rate is a regular taxable employer experience rate calculation. You pay tax on an Unemployment Insurance (UI) tax rate ba ed on experience employee's wages UI social cost rate only up to U I Trust Fund solvency surcharge the 2023 taxable UI limit deduction (This deduction reduces your rate to the maximum rate.) wage base:Subtotal of unemployment insurance rate $67,600.00 Employment Administrative Fund (EAF) Total of the above tax rates Your tax rate for 2023 is based on the following benefit charges and taxable wages. Experience Year 2022 (07/01/21 -06/30/22) 2021 (07 /0 1 /20 -06/30/21) 2020 (07 /0 I/ 19 -06/30/20) 2019 (07/01/18 -06/30/19) Benefit Charges* $73,576.96 $167 556.39 $75,527.63 $100,192.18 Taxable Wages** $2,256,246.70 $2,031,477.21 $2,225,634.27 $2, I 00,063.97 5.00% 0.72% 0.00% 0.00% 5.72% 0.03% 5.75% Total $416,853.16 $8,613,422.15 = 0.048395 Benefit Charges divided by Taxable Wages equals Benefit Ratio Based onyour benefit ratio, you were assigned rate class 36. *Benefit charges are your share of unemployment benefits that we paid to your former employees.**Taxable wages are the total amount of your employees' wage on which you paid taxes. Please contact us if we can assist you. To learn more about how your tax rate is determined, please visit esd.wa.gov/tax-rates. For tax rate questions and corrections: For account questions: Employment Security Department Employment Security Department Experience Rating Unit AMC Olympia (Seattle) P.O. Box 9046 PO Box 9046 Olympia, WA 98507-9046 Olympia, WA 98507-9046 855-829-9243 800-794-7657 fax 855-829-9243 800-794-7657 fax ID 1028 (12/31/09) EMS 174 Tax rate notice Stefanie Edwards From: Sent: Joni Dombrowski <jonid@olsonbrothers.net> Thursday, June 22, 2023 11 :29 AM To: Stefanie Edwards Cc: kaseysobe@comcast.net Subject: FW: Park Ave -Force Account Hello Stefanie, Shane Gresham is a Laborer Apprentice 80%; his base rate is $34.29. Rich Pentin is the company Superintendent, his rate is $2 over the current FM Rate $59.19 Let me know if you have any questions. Thank you, From: Stefanie Edwards <stefanie.edwards@perteet.com> Sent: Tuesday, June 20, 2023 4:24 PM To: Hebe Bernardo <hbernardo@rentonwa.gov>; Joni Dombrowski <jonid@olsonbrothers.net> Subject: RE: Park Ave -Force Account Thanks Hebe! Attached are 6/1 and 6/8 with payment sheets. On the 6/9 sheet, first piece of equipment with no ID#, is that a rental? I don't see it on the equipment list. Joel noted that the hours are OT, but wrote hours in the regular rate column, so I will pay at the OT rate since payroll confirmed hours. My earlier email requested apprentice rates and a rate for Rich Pentin, so once I receive the missing information I will send the other two payment sheets. Thanks, Stef From: Hebe Bernardo <HBernardo@Rentonwa.gov> Sent: Tuesday, June 20, 2023 1:59 PM To: Joni Dombrowski <jonid@olsonbrothers.net> Cc: Stefanie Edwards <stefanie.edwards@perteet.com> Subject: RE: Park Ave -Force Account Joni-Attached are the 4 FA sheets I have on file. You will receive finalized FA sheets from Stephanie. Thank you for the reminder on this! If you have any questions or concerns, please do not hesitate to contact me at (206)503-4194, or by email. 1 As always -THANK YOU, Hebe C. Bernardo, PMP I Civil Engineer III -Project Manajer City of Renton I Transportation Design Engineering 1055 S. Grady Way I 5th Floor I Renton, WA 98057 11: Mobile: 206-503-4194 I 121: hbernardo@rentonwa.gov From: Joni Dombrowski <jonid@olsonbrothers.net> Sent: Tuesday, June 20, 2023 1:34 PM To: Hebe Bernardo <HBernardo@Rentonwa.gov> Subject: Park Ave -Force Account CAUTION: This email originated from outside the City of Renton. Do not click links, reply or open attachments unless you know the content is safe. Hello Hebe, Have you received any of Joel's Force Account sheets? I would like to confirm that they match with the hours Mike has logged. Thanks, 6622 ~ 112th Street East~ Puyallup, WA 98373 253.770.3844 (O) 253.770.3845 (F) 360.829.7251 (M) This e-mail and any files transmitted with it are confidential and are intended solely for the use of the individual or entity to whom they are addressed. If you are NOT the intended recipient and receive this communication, please delete this message and any attachments. Thank you. Disclaimer The information contained in this communication from the sender is confidential. It is intended solely for use by the recipient and others authorized to receive it. If you are not the recipient, you are hereby notified that any disclosure, copying, distribution or taking action in relation of the contents of this information is strictly prohibited and may be unlawful. This email has been scanned for viruses and malware, and may have been automatically archived by Mimecast Ltd, an innovator in Software as a Service (SaaS) for business. Providing a safer and more useful place for your human generated data. Specializing in; Security, archiving and compliance. To find out more Click Here. Ol s on Bro thers Exc avating, Inc. Co mpany Equipment Equip No. Year Make Mo del Serial No. Current Mil es/Ho urs EXCAVATORS 113 2006 CAT 315 C CJC4493 7423 114 2000 KOMATSU PC l28 7792 9500 117 HITACHI ZX85-5 017356 0 118 HITACHI ZX245-5 400106 0 119 KOBELCO SK210-8 YOO9 03345 0 120 HITACHI ZX225 209525 0 122 CAT 320 C PAC00958 0 @28Q) �X0042D (iooQ) 125 CAT 305.5 FKY00796 0 126 CAT 31 IC CKE0 l763 0 127 CAT 314 C PCA00958 0 {®5.ID (Bo8o8) (i12l) 130 CAT 303.5 JWY00542 0 {___gl CAT 308 FJX04916 0 132 JD 60 G 287620 0 [05.5) (gfso412.fil 134 2012 JD 350 LC E8 08353 0 DOZER 201 2004 JD 850 C 939863 205 2004 JD 450 H 932873 207 2002 JD 550 H 910642 {208 2020 JD 650 K 363297 209 CAT D3 R2 16070221 211 2013 CASE 2050 M NFDC25004 212 2015 CASE 2050 M NFDC20009 LOADERS (ffiJ) 308 CAT 930 K RHN0 I0 00 309 CAT 950 H KSK03006 OBE_Equiplis t040122 Current Job Lo c atio n 0 1308 501 0 0 0 0 0 0 0 0 0 0 0 @62) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NO EXCEPTION TAKEN MAKE CORRECTIONS NOTED REJECTED REVISE AND RESUBMIT SUBMIT SPECIFIED ITEM '''I""Sle1'anie Edwards DATE, Buckets/Etc 36" BUCKET /48" MUCK/ THUMB / HOE PAC 24/32" BUCKET/60" MUCK/ THUMB / ROAD LINENS 18/24" BUCKET/48" MUCK/ THUMB / BLADE / RUBBER TRACKS 24-42" BUCKET/ 64" MUCK /THUMB/ ROAD LINENS 36" BUCKET/HOE PAC/THUMB 48" BUCKET/60' MUCK, THUMB 24/36/42/48" BUCKET/ 60" MUCK / THUMB 20/36/54" BUCKET / 72" MUCl5) 12/24" BUCKET / 48" MUCK/ THUMB/ BLADE / RUBBER TRACK 36" BUCKET/ BLADE / THUMB 20" BUCKET/ 60" MUCK / BLADE /THUMB/ RUBBER TRACKS 12/24" BUCKET/ 48" MUCK/ THUMB/ BLADE / RUBBER TRACK 20" BUCKET/ 60" MUCK / BLADE/ THUMB/ RUBBER TRA� 12/ I 6" BUCKET/ 48" MUCK/ THUMB/ BLADE / RUBBER TRACK 24" BUCKET/ 48" MUCK / BLADE/ THUMB/ RUBBER TRACKS 12/24" BUCKET/ 48" MUCK/ BREAKER/ HOEPAC / AUGER/ THUMB/ RUBBER TRACKS 12/24" BUCKET/ 42" MUCK/ THUMB/ BLADE / RUBBER TRACK 350 EX CAVATOR RAKE DISC 6WAY STRAIGHT BLADE BUCKET / FORKfil BUCKET / FORKS BUCKET / FORKS Bl ue Bo ok Bl ue Bo ok Operated Standby Rental Rate Rate PER PER HR HR 111.93 34.75 81.50 23.96 99.89 34.59 143.17 42.43 135.48 46.20 138.90 45.13 140.69 45.71 153-:-ij) C{8.3i} 67.02 22.70 73.33 21.81 91.17 27.89 67.® [2.7Q) LI 15.SID [5.@ 34.91 11.00 91.97 29.10 52.49 17.31 ;r64� [2.11) 158.05 47.66 131.76 27.45 62.70 15.08 74.61 18.44 133.42 38.35 95.02 24.77 208.66 57.28 208.66 57.28 6f8} 2onJ 87.45 34.29 88.72 29.92 ROLLER TRUCKS LOW BOY & HEAVY EQUIPMENT TRAILER [I] SMALL DUMP TRUCK Equip No. Year Make Mo del Serial No. HAUL TRUCKS 806 KOMATSU HM400 -2 2067 CREW TRUCKS 15 KW W-300 828213 25 2000 FORD F-450 YEE09663 27 2006 KW F-550 EA77950 36 2011 CHEVY 3500 4BG402822 38 2016 FORD F-550 GEB00928 39 2009 CHEVY 2500 9EI02720 41 2016 FORD F-550 GEA40315 49 2008 FORD F-550 8EC l5234 50 2007 FORD F-150 8kb86758 [015) @Evy) �537� (2012l (EORQ) [-4SQ) �3181?) [01� (f_oRQ) [-45_Q) ©EB809W 99 ISUZU W-4500 X7001245 WATER TRUCKS 7 2004 STERLING AN26484 40 2003 FREIGHLINEF FL -80 3HK7 4658 60 2005 INTER 7400 SJ04247 @_0002,) MISC EQUIPMENT 603 IR 86767 604 BROCE RC300 86761 614 MQ 8104115 615 TEREX AL4000 SL411909 616 TEREX AL4000 SL411999 617 TEREX AL4000 SL41 I I000 622 IR 7U389474 623 125 7510053 624 71000405 625 626 7B0I0004 OBE_Equiplist040122 Current Current Miles/Hours Job Misc / Attachments/Buckets/Etc Locatio n 0 0 LUBE TRUCK 0 I TON DIESEL 0 I TON WRECKED 0 PI CK UP TRUCK DIESEL 0 I TON DIESEL 0 PI CK UP TRUCK 0 I TON DIESEL 0 I TON DIESEL 0 PI CK UP TRUCK I FL AGGER TRUCK I TON DIE� I TON DIESEQ 0 ITON WATER TRUCK WATER TRUCK VACTOR TRUCK WATER WAG68) COMPRESSOR 682 SWEEPER 19160 GENERATOR 9339 LIGHT TOWER 10095 LIGHT TOWER 8535 LIGHT TOWER 594 COMPRESSOR 3420 GENERATOR 637 LIGHT TOWER 7642 LIGHT TOWER 10750 LIGHT TOWER Blue Bo ok Operated Rental Rate PER HR 209.05 71.88 51.75 51.75 39.76 51.75 37.48 51.75 51.75 44.79 39-7§) LSI� 82.56 65.92 65.92 100.41 18.92) 27.49 60.68 14.61 8.75 8.75 8.75 27.49 14.61 8.75 8.75 8.75 Blue Bo ok Standby Rate PER HR 64.66 11.46 11.39 11.39 3.37 11.39 4.97 11.39 11.39 7.20 LI� 9.51 10.59 10.59 12.06 [71} 2.94 I I.SI 1.53 2.09 2.09 2.09 2.94 1.53 2.09 2.09 2.09 0 0 0 C C/J 6' ::::, m ::::, < CD 0 "O CD "Tl u, u, (") 0 0 00 ► � rp m (") 00 (") � u, Equip No. Year Make Model Serial No. Current Miles/Hours Current Job Location OBE_Equiplist040122 4 Blue Book MisdAttachments/Buckets/Etc Operated Rental Rate PER HR Blue Book Standby Rate PER HR 0 m :::, � 0 00 � � U1 (") 0 0 00 :i> � rp � m (") 00 (") � U1 DocuSign Envelope ID: FA8E4F5D-15C3-4D08-AE1 B-0B1EC8C97D15 Stefanie Edwards From: Sent: To: Subiect: RE: Park Ave -Force Account Joni Dombrowski <jonid@olsonbrothers.net> Wednesday, June 21, 2023 12:03 PM Stefanie Edwards; Hebe Bernardo RE: Park Ave -Force Account •Joni Dombrowski <jonid@olsonbrothers.net> To ti Stefanie Edwards; 'Hebe Bernardo fJ Reply <� Reply All I ➔ Forward I D Wed 6/21/2023 12.:03 PM + Grl more arld-lns Hi Stefanie, The 350 was purchased by OBE and immediately brought to the site, so the number didn't get put on it. Here is the BB info. Kasey will get you the employee rate information. Blue Book Operated Blue Book Curre:nt Mi<dAtuc:hml!nts/Buck<>t<IEtc Standby lute Equip No. Year Make Model '>eria.l No. Niles/Hours Rental Rate PERHR. EXCAVATORS 135 2017 UNKBELT 3S0X4EX EX1370"' 3$.0 EXCAVATOR .. -···· _..,_,_, ··---··-· --._..,_,_, ··-·--··-· --�-.... -. .., __ .., ___ , ,,- Sent: Tuesday, June 20, 2023 4:24 PM To: Hebe Bernardo <hbernardo@rentonwa.gov>; Joni Dombrowski <jonid@olsonbrothers.net> Subject: RE: Park Ave -Force Account Thanks Hebe! Attached are 6/1 and 6/8 with payment sheets. AERHR 166.84 49.91 On the 6/9 sheet, first piece of equipment with no ID#, is that a rental? I don't see it on the equipment list. Joel noted that the hours are OT, but wrote hours in the regular rate column, so I will pay at the OT rate since payroll confirmed hours. My earlier email requested apprentice rates and a rate for Rich Pentin, so once I receive the missing information I will send the other two payment sheets. Thanks, Stef From: Hebe Bernardo <HBernardo@Rentonwa.gov> Sent: Tuesday, June 20, 2023 1:59 PM To: Joni Dombrowski <jonid@olsonbrothers.net> Cc: Stefanie Edwards <stefanie.edwards@perteet.com> Subject: RE: Park Ave -Force Account Joni-Attached are the 4 FA sheets I have on file. You will receive finalized FA sheets from Stephanie. Thank you for the reminder on this! If you have any questions or concerns, please do not hesitate to contact me at (206)503-4194, or by email. 1 8012nd Avenue, Suite 302, Seattle, WA 9810 4 IP 206.436.0 515 Project Name Federal Aid# Contract Na. Date Park Avenue N. Extension CAG-22-265 6/20/2023 Field Directive Description Field Directive Na. Wall and CB Design Modifications 004 Olson Brothers Excavating, Inc The fallowing is documentation of an oral order given by the Engineer per WSDOT Specification 1-04.4. The Contractor shall replace the current contract plan sheets SP], RS2, RPI, PVl, MDI, MD6, WU, DRl, DR2, DR3, and CH] with the attached plan sheets far modification to wall and drainage systems. This plan modification will be documented in a future change order. Project Engineer (or Representative) Date 6/20/2023