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Home My WebLink AboutChange Order - 610/31/25Codey Ayres Digitally signed by Codey Ayres DN: C=US, E=codeya@activeconstruction.com, O="Active Construction, inc.", CN=Codey Ayres Date: 2025.10.31 08:18:49-07'00' "!# $ CAG-24-109, CO #6-25 Approved by Cheryl Beyer via email 8/5/2025 ŚĂŶŐĞKƌĚĞƌEŽ͘ ϲ ŽŶƚƌĂĐƚdŝƚůĞ͗ ^ŽƵƚŚϳ ƚŚ^ƚƌĞĞƚŽƌƌŝĚŽƌ/ŵƉƌŽǀĞŵĞŶƚƐ ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϰͲϭϬϵ WĂŐĞϮŽĨϯ d,KEdZd/^DK/&/^&K>>Kt^͗ ĞƐĐƌŝƉƚŝŽŶŽĨŚĂŶŐĞ͗ dŚŝƐĐŚĂŶŐĞŽƌĚĞƌĂƵƚŚŽƌŝǌĞƐƚŚĞƌĞĚĞƐŝŐŶŽĨƌŽĂĚǁĂǇĨĞĂƚƵƌĞƐƚŽŝŶĐůƵĚĞĂĐĞŵĞŶƚĐŽŶĐƌĞƚĞ ƌĂŝƐĞĚĐƌŽƐƐǁĂůŬĂŶĚĂĚĚŝƚŝŽŶĂůŐƌŝŶĚŝŶŐĂŶĚŽǀĞƌůĂǇŽŶϳƚŚ^ƚƌĞĞƚ͘ WƌŽƉŽƐĂů^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ͗ •dŚĞĂĚĚŝƚŝŽŶŽĨĂ^ĐŚĞĚƵůĞďŝĚŝƚĞŵ͞ͲϴϭZĂŝƐĞĚƌŽƐƐǁĂůŬhƉŐƌĂĚĞ͟ǁŝůůďĞĂĚĚĞĚǁŝƚŚƚŚŝƐ ĐŚĂŶŐĞŽƌĚĞƌĨŽƌĂůƵŵƉƐƵŵƉƌŝĐĞŽĨΨϭϮ͕ϱϮϬ͘ϰϮ͘ •dŚĞĂĚĚŝƚŝŽŶŽĨĂ^ĐŚĞĚƵůĞďŝĚŝƚĞŵ͞ͲϴϮĚĚŝƚŝŽŶĂů'ƌŝŶĚŝŶŐŽŶϳƚŚǀĞ͟ǁŝůůďĞĂĚĚĞĚǁŝƚŚ ƚŚŝƐĐŚĂŶŐĞŽƌĚĞƌĨŽƌĂůƵŵƉƐƵŵƉƌŝĐĞŽĨΨϳ͕ϵϰϮ͘ϵϯ͘ ^ƉĞĐŝĨŝĐĂƚŝŽŶĂŶĚͬŽƌ^ƉĞĐŝĂůWƌŽǀŝƐŝŽŶ͗ t^KdϮϬϮϰ^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶ^ĞĐƚŝŽŶϭͲϬϰ͘ϰ͕ϭͲϬϵ͘ϰ͕ĂŶĚϱͲϬϰ͘ ĞƐĐƌŝƉƚŝŽŶ͗ •ƵŝůĚƚŚĞƌĂŝƐĞĚĐƌŽƐƐǁĂůŬŽƵƚŽĨĐůĂƐƐϰϬϬϬĐŽŶĐƌĞƚĞĨƌŽŵĂŶĂƉƉƌŽǀĞĚƐŽƵƌĐĞ •ŽůůĂďŽƌĂƚĞǁŝƚŚdŚĞŝƚǇ͛ƐDƚĞĂŵƚŽĂĚũƵƐƚĨŝŶĂůůŽĐĂƚŝŽŶƚŽĂĐĐŽŵŵŽĚĂƚĞŶĞĂƌďǇŵĂŶŚŽůĞƐ͘ •ǆƉĂŶĚŐƌŝŶĚŝŶŐĂŶĚŽǀĞƌůĂǇĂƌĞĂƐƚŽŵĞĞƚƌĞƋƵŝƌĞĚŐƌĂĚĞƐ͘ DĞĂƐƵƌĞŵĞŶƚ͗ >ƵŵƉƐƵŵĨŽƌŝƚĞŵƐͲϴϭĂŶĚͲϴϮ͘ŝĚ/ƚĞŵͲϭϵŵĞĂƐƵƌĞĚďǇƚŽŶƉĞƌt^Kd ^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ^ĞĐƚŝŽŶϱͲϬϰ͘ϯ;ϭϬͿ͘ WĂǇŵĞŶƚ͗ •WĂǇŵĞŶƚŝŶĐůƵĚĞƐĂůůĂĐƚŝǀŝƚǇƌĞůĂƚĞĚƚŽƚŚĞĂĨŽƌĞŵĞŶƚŝŽŶĞĚŽƉĞƌĂƚŝŽŶƐ͘WĂǇŵĞŶƚǁŝůůďĞŵĂĚĞ ŝŶĂĐĐŽƌĚĂŶĐĞǁŝƚŚt^Kd^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ^ĞĐƚŝŽŶϭͲϬϵ͘ϰ͕ƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚ͘ DĂƚĞƌŝĂůƐ͗ůĂƐƐϰϬϬϬŽŶĐƌĞƚĞ;ŶŽĨůǇĂƐŚͿ͕>Ъ͟,DW'ϲϰͲϮϮ͘ WůĂŶƐ͗WWϬϰ͕WWϬϱ͕WWϬϲ͕WsϬϴ͕^Ϭϯ͕WsϬϯ;ƚƚĂĐŚĞĚͿ Z^KE&KZ,E'͗ &ƵƌƚŚĞƌĂŶĂůǇƐŝƐĂĨƚĞƌƚŚĞƉƌŽũĞĐƚǁĂƐĂǁĂƌĚĞĚƌĞǀĞĂůĞĚƚŚĂƚĂĐĞŵĞŶƚĐŽŶĐƌĞƚĞĐƌŽƐƐǁĂůŬǁŝůů ůĂƐƚŵƵĐŚůŽŶŐĞƌƚŚĂŶĂŶ,DĐƌŽƐƐǁĂůŬǁŚĞŶǇŽƵƚĂŬĞŝŶƚŽĐŽŶƐŝĚĞƌĂƚŝŽŶƚŚĞĚĞŶƐŝƚǇŽĨ ŵĂŶŚŽůĞƐŝŶƚŚĞƉƌŽǆŝŵŝƚǇŽĨƚŚĞƌĂŵƉĂŶĚĐƌŽƐƐǁĂůŬ͘ Yh/d>:h^dDEd͗ dŚŝƐŚĂŶŐĞKƌĚĞƌĚŽĞƐŝŶĐůƵĚĞĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚƉĞƌ^ĞĐƚŝŽŶϭͲϬϵ͘ϰŽĨƚŚĞϮϬϮϰt^KdͬWt ^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͘ "!# ŚĂŶŐĞKƌĚĞƌEŽ͘ ϲ ŽŶƚƌĂĐƚdŝƚůĞ͗ ^ŽƵƚŚϳ ƚŚ^ƚƌĞĞƚŽƌƌŝĚŽƌ/ŵƉƌŽǀĞŵĞŶƚƐ ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϰͲϭϬϵ WĂŐĞϯŽĨϯ ƐƚŝŵĂƚĞĚŽƐƚ͗ ΨϮϬ͕ϰϲϯ͘ϯϱ ǆƚĞŶĚĞĚKǀĞƌŚĞĂĚ͗ Eͬ &ŽƌĐĞĐĐŽƵŶƚdŝŵĞƌĞůĂƚĞĚ ĚĂŵĂŐĞƐƉĞƌϭͲϬϵ͘ϲ͕ϲ͘Ě͗͘ Eͬ dŽƚĂů͗ ΨϮϬ͕ϰϲϯ͘ϯϱ ΎdǇƉĞĚŽůůĂƌĂŵŽƵŶƚƐŝŶĨŽƌĞĂĐŚŽĨƚŚĞϭƐƚϯƌŽǁƐ͕ƚŚĞŶƌŝŐŚƚĐůŝĐŬ ĚŽůůĂƌĂŵŽƵŶƚŽŶĨŽƵƌƚŚƌŽǁĂŶĚƐĞůĞĐƚ͞ƵƉĚĂƚĞ&ŝĞůĚ͘͟ ydE^/KEK&d/D͗EŽĚĂǇƐǁŝůůďĞĂǁĂƌĚĞĚĨŽƌƚŚŝƐĂĐƚŝǀŝƚǇ͘ /ŵƉĂĐƚ͗/ŶĐƌĞĂƐĞŽĨǁŽƌŬĂŶĂĚĚŝƚŝŽŶĂůϯϰƚŽŶƐ/Ͳϭϵ,D͘ ^ĞĐƚŝŽŶƐϭͲϬϰ͘ϰĂŶĚϭͲϬϰ͘ϱŽĨƚŚĞϮϬϮϰt^KdͬWt^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚĂůůŐŽǀĞƌŶ ƚŚŝƐŚĂŶŐĞKƌĚĞƌ͘dŚĞtŽƌŬŽĨƚŚĞƌĞĨĞƌĞŶĐĞĚŽŶƚƌĂĐƚŝƐŵŽĚŝĨŝĞĚƚŽŝŶĐůƵĚĞƚŚĞĐŚĂŶŐĞƐ ĚĞƚĂŝůĞĚŚĞƌĞŝŶ͘dŚĞƉĂǇŵĞŶƚƉƌŽǀŝĚĞĚĨŽƌŚĞƌĞŝŶƐŚĂůůĐŽŶƐƚŝƚƵƚĞƚŚĞĐŽŵƉůĞƚĞĂŶĚĨŝŶĂů ƐĞƚƚůĞŵĞŶƚĨŽƌĂůůĐŽƐƚƐŽĨůĂďŽƌ͕ĞƋƵŝƉŵĞŶƚ͕ŵĂƚĞƌŝĂůƐ͕ŽǀĞƌŚĞĂĚ͕ƉƌŽĨŝƚ͕ƉĞƌŵŝƚĨĞĞƐ͕ĂŶĚĂůů ŽƚŚĞƌĐůĂŝŵƐƚŚĂƚŵĂǇďĞŵĂĚĞďǇƚŚĞŽŶƚƌĂĐƚŽƌĂƐĂƌĞƐƵůƚŽĨƚŚŝƐĐŚĂŶŐĞ͘ dŽďĞĂƚƚĂĐŚĞĚƚŽŚĂŶŐĞKƌĚĞƌ͗ տϭͲ&ŝĞůĚŝƌĞĐƚŝǀĞͬZĞƋƵĞƐƚĨŽƌ/ŶĨŽƌŵĂƚŝŽŶZĞƐƉŽŶƐĞ ցϮͲƐƚŝŵĂƚĞĚŚĂŶŐĞKƌĚĞƌŽƐƚ ցϯͲWůĂŶƐ ցϰͲŚĂŶŐĞKƌĚĞƌYƵŽƚĂƚŝŽŶ տϱͲWƌŽũĞĐƚ>ĂďŽƌ>ŝƐƚ տϲͲ&ŽƌĐĞĐĐŽƵŶƚƋƵŝƉŵĞŶƚZĂƚĞZĞƋƵĞƐƚ;Kd&ŽƌŵϰϮϮͲϬϭϬ&Ϳ ցϳͲƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚĞƚĞƌŵŝŶĂƚŝŽŶ տϴͲĚĚŝƚŝŽŶĂůtŽƌŬŝŶŐĂǇƐĂůĐƵůĂƚŝŽŶ ցϵͲŵĂŝůĨƌŽŵ>ƵŵĞŶŝĚĞŶƚŝĨǇŝŶŐƚŚĞƉƌĞƐĞŶĐĞŽĨƚŚĞŝƌŚĂƌĚǁĂƌĞ ցϭϬͲZ&/ϮϳZ͗sĂƵůƚ>ŝĚ "!# Project name: CAG Number: Date: COA DBEs Sub-contractor name Silverstreak Trucking A-76 Structure Ex Class B 1 $19,995.00 $6,620.88 $291.20 $20,286.20 $19,995.00 A-82 Additional Grind 6 $20,463.00 $1,556.00 $1,556.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $19,995.00 $27,083.88 $1,847.20 $21,842.20 $19,995.00 Green City Landscaping $198,808.00 $0.00 $0.00 $198,808.00 $198,808.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $198,808.00 $0.00 $0.00 $198,808.00 $198,808.00 Obunco Engineering $25,965.00 $0.00 $0.00 $25,965.00 $25,965.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $25,965.00 $0.00 $0.00 $25,965.00 $25,965.00 Hi-Grade Asphalt A-82 Additional Grind 6 $97,770.00 $0.00 $12,400.00 $110,170.00 $97,770.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $97,770.00 $0.00 $12,400.00 $110,170.00 $97,770.00 Totals $342,538.00 $27,083.88 $14,247.20 $356,785.20 $342,538.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 Cumulative $0.00 $0.00 $0.00 $0.00 $0.00 Totals $0.00 $0.00 $0.00 $0.00 $0.00 $342,538.00 $0.00 $342,538.00 $342,538.00 Current Contract COA DBE Participation Available Current Contract Non-COA DBE Participation Current Contract COA plus non-COA DBE Participaton Amount of COA plus non-COA DBE Participaton Applied to COA (may be changed by WSDOT) Non-COA DBEs Bid Item Number Original Contract amount Assigned to non-COA DBE Net Change Order Amount Assigned to non-COA DBE South 7th Street Corridor Improvements 04/18/2025 Change Order DBE Participation Tracking (LAG 26.35) New COA DBE Participation by Subcontractor and Bid Item Bid Item Number Change Order Contract COA Commitment Change Order Amount (+/-) Net Change Order Amount Assigned to COA DBE Description Current COA DBE Participation (may be changed by WSDOT) CAG-24-109 New non-COA DBE Status by subcontractor and bid item Change Order Amount (+/-) Description Change Order Original Contract Amount "!# Cost EsƟmate for Change Order 6 – Raised Crosswalk Scope Furnish and install 355 square feet (SF) of Class 4000 concrete without fly ash for a raised crosswalk, approximately 13 inches (1.083 feet) deep, per WSDOT Standard Specifications Section 6-02.3, Standard Plan F-10.42-00 (Raised Crosswalk), and LAG Manual Chapter 4. Includes excavation, subgrade preparation, formwork, concrete placement, finishing, curing, and compliance with Disadvantaged Business Enterprise (DBE) reporting. Quantity Calculation x Area: 355 SF. x Depth: 13 inches = 1.083 feet. x Volume: 355 SF x 1.083 ft = 384.47 cubic feet = 14.24 cubic yards (384.47 ÷ 27). x Concrete Class: 4000 (4,000 psi, no fly ash, per Section 6-02.3(2)). Unit Costs (2025, Renton, WA) 1.Materials: o Class 4000 concrete (no fly ash): $200/CY (Heidelberg Materials). o Cost: 14.24 CY (say 15) x $200 = $3000. o Curing compounds/sealants: $1/SF x 355 SF = $355 (Section 6-02.3(11) 2.Labor: o Mason/Flatwork/Carpenter Labor: $96/hour per SecƟon 1-09.6 (Force Account) and industry rates (Fed Prevailing Wage). o InstallaƟon Ɵme: 2 days at 8 hours for 4 workers, including ground prep, form installaƟon, placement, and ﬁnishing/protecƟon. o Equipment: Generator and vibrator(s), saw, broom, level(SecƟon 1-09.6). o Cost: 4 workers x 2 days x 8 hours = 64hrs x $96 = $6,144. 3.Equipment: o Excavator, concrete mixer, vibrators, finishing tools: $100–$200/day x 2 days o Cost: $200–$600. o Curing compounds/sealants: $0.50–$1/SF x 355 SF = $178–$355 (Section 6- 02.3(11)). o Testing (compressive strength, Section 6-02.3(24)): $500–$1,000 (2–3 tests). Total Estimated Cost Range: $7,230–$19,486. *Does not contain markup on labor/material per WSDOT Spec for Force Account. $7$7$7$7$7$7$777$7$7$7$777,2,2,22,2,2,2,2,2,,2,2,2,2,2,2,2,2,2,2,2303030303030303030303030303030303030303030––––––––––––$1$1$1$1$1$1$1$1$1$11$1$1$$$1$$$$$19,486. "!# Cost EsƟmate for Change Order 6 – Grinding on 7th Scope Grind 176sy to a depth of 2 inches. QuanƟty CalculaƟon x Area: 176sy x Depth: 2inches, typical for HMA grinding, SecƟon 5-04.3(14). Unit Costs 1. Labor: o Grinding crew (3 workers, 1 day, 8 hours/day): $90/hour/worker (SecƟon 1-09.6). o Hours: 24 hours total. o Cost: 24 hours x $90 (3 workers) = $2,160. 2. Equipment: o Asphalt grinder (e.g., cold planer): $2,000/day x 1 day (SecƟon 1-09.6) o Sweeper for debris removal: $800/day x 1 day (SecƟon 5-04.3(14)). o Cost: $2,800. 3. Other Costs: o Debris disposal: $500 load = $500 (SecƟon 2-03.3(7)). o MobilizaƟon: $2,500 o Tra ffic Control: 4 ﬂaggers, signs for 1 day = $65 x 4 ﬂaggers x 8 hrs = $2,080 Total Es Ɵmated Cost x Range: ~ $9,540 *Does not contain markup on labor/material per WSDOT Spec for Force Account. "!# $&7,9( &216758&7,21 ,1& $&, 352-(&7 $&,3+$6( &2'( ͓͑ϱ͏͓͒'$7(:25.3(5)250(' +2856 #5$7( 727$/ # (48,312 (48,30(17'(6&5,37,21 +2856 #5$7( 727$/ ͓͏͏)25(0$1758&.͑ϟ͏# 81,7 #5$7( 727$/ 81,7 #5$7( 727$/ 71# 81,7 #5$7( 727$/ /6# 6<# *ULQGLQJRIWKHDVSKDOWDWVKDWWXFNSHUWKHUHYLVHG5),UHVSRQVH)RUHPDQXVHGIRUOD\RXW)ODJJHUVWREHSDLGSHU%LG ,WHPV $&,$'',7,21$/:25.6800$5< &$*6RXWKWK6WUHHW&RUULGRU,PSURYHPHQWV 7%' '(6&5,37,212):25. '(6&5,37,21 /$%25&/$665$7(6 0$132:(5 1$7+$1%58(+(5675$,*+77,0( 68%727$//$%25 (48,30(17'(6&5,37,215$7(6 68%727$/(48,30(17 0$7(5,$/&2676 68%&2175$&72568%727$/ 6(59,&(&2676 '(6&5,37,21 6LOYHU6WUHDN+XDOLQJ,QF'XPS)HHV 68%727$/6(59,&(6 68%&2175$&725 '(6&5,37,21 *URXQG8S0RELOL]DWLRQ *URXQG8S*ULGLQJ 0$5.83216(59,&(&267 0$5.8321/$%25 68%727$//$%25 0$5.8321(48,30(17 68%727$/(48,30(17 68%727$/6(59,&(&267 0$5.832168%&2175$&725&267!9DULHV 68%727$/68%&2175$&725&267 *5$1'727$/ CP for Grinding Page 1 of 2 "!# Qu a n t i t y T a k e O f f Ar e a A = 25 * 1 0 * 0 . 1 6 = 4 0 c f 40 * 1 5 5 ( p t d ) / 2 0 0 0 = 3 . 1 t n H M A Ar e a B = 17 1 * 8 * 0 . 2 4 = 3 2 8 c f 32 8 * 1 5 5 ( p t d ) / 2 0 0 0 = 2 5 . 4 5 t n Ar e a C = 10 6 * ( 8 + 0 / 2 ) * 0 . 2 4 = 1 0 1 . 7 6 c f 10 1 . 7 6 * 1 5 5 ( p t d ) / 2 0 0 0 = 7 . 8 9 t n Ar e a D = Va r i e s , E s t i m a t e 3 t n To t a l H M A = 3 9 . 4 4 t n Bi d I t e m A - 1 9 H M A 40 t o n s x $ 3 1 0 = Es t i m a t e $ 1 2 , 4 0 0 25 0 s y 1, 3 6 8 s y 72 s y 76 s y 28 s y No B i d I t e m f o r P l a n i n g Bi t u m i n o u s P a v e m e n t Sc h e d u l e A - 1 7 6 s y CP f o r G r i n d i n g P a g e 1 o f 2 (H M A E s t i m a t e o f f G r i n d i n g ) " ! # $&7,9( &216758&7,21 ,1& $&, 352-(&7 $&,3+$6( &2'( ͓͑ϱ͏͓͒'$7(:25.3(5)250(' +2856 #5$7( 727$/ (48,312 (48,30(17'(6&5,37,21 +2856 #5$7( 727$/ 81,7 #5$7( 727$/ 81,7 #5$7( 727$/ 71# 81,7 #5$7( 727$/ /6# 1RWH 68%727$/6(59,&(&267 0$5.832168%&2175$&725&267!9DULHV 68%727$/68%&2175$&725&267 *5$1'727$/ 0$5.83216(59,&(&267 68%&2175$&72568%727$/ 6(59,&(&2676 '(6&5,37,21 6LOYHU6WUHDN+XDOLQJ,QF'XPS)HHV 68%727$/6(59,&(6 68%&2175$&725 '(6&5,37,21 )RXU6HDVRQV&RQFUHWH '(6&5,37,21 /$%25&/$665$7(6 0$132:(5 (48,30(17'(6&5,37,215$7(6 0$7(5,$/&2676 *ULQGLQJRIWKHDVSKDOWDWVKDWWXFNSHUWKHUHYLVHG5),UHVSRQVH $&,$'',7,21$/:25.6800$5< &$*6RXWKWK6WUHHW&RUULGRU,PSURYHPHQWV 7%' '(6&5,37,212):25. CP for Raised Crosswalk Page 1 of 2 "!# Four Seasons Concrete Construction, LLC 5309 84th St E, Tacoma, WA 98446 Office (253) 301-3858 Date: 5/22/2025 Project: S. 7th St Corridor Improvement - Burnett Ave S Raised X-walk Location:Burnett Ave S. Station 301+00. Renton, WA Addendum: Item No. Description Quantity Unit Price Total 1 Burnett Ave S Raised X-walk Station 301+00 355 SF 31.49$ 11,178.95$ additional mobilization EA 1,800.000$ Does not include WSST 11,178.95$ Inclusions:Labor and Material 1 mobilization/days included Exclusions: - Vehicle and Pedestrian access traffic control. - Pumps, Demo, Prep, Reinforcement, Saw cutting, Joint Sealants, and paint, that will be applied per the specs. - Excludes taxes, permits and fees. - Excludes all layout, locating, surveying, as-builts, testing, wash pit, Hot or cold weather and rain protection. - Excludes Ext. curb, Saw Cutting, Site Features, Precast, Structural and Arch. concrete unless specifically included. - Repairs/Patch work required but are not indicated or specified are excluded in base bid quantities. - All work not specifically included above is excluded. - lump sum contracts Clarification - Pricing above is based on a Unit Price Contract - Copy of Quote along with terms, conditions & clarifications to be apart of contract as an Exhibit. - Prices above based on an 7am to 3:30pm work day and exclude overtime unless previously agreed to. - Mobilizations / scheduled pours must include sufficient qtys and exclude short loads. - Patches and Short Loads Subject to Mobilization. - Survey installed Subgrade complete 24 HR prior to mobilization. - Subgrade must be firm, unyielding, at proper depth, and provides sufficient room for forms. - Cancellations due to improper subgrade will result in a Cancellation fee of $600 per person - Concrete order cancelled on the day a pour was scheduled will result in a Cancellation fee of $600 per person - Job Delays, Same day start delays subject to overtime costs and all accrued supplier impact fees. - Cancellation fee paid to FSCC on that months pay application - Cancellation fee will be on top of any mobilization fee that may be incurred due to cancellation. - Any issue resulting in short pay or back charges not received in writing within 3 days of occurrence, will require full remittance of disputed amount. - Approximate Yield Estimate based on placement of 14.5 CY +/- 10% - Price is good for 30 days unless otherwise specified by the bid documents. Sincerely, Bruce Waddell III FOUR SEASONS CONCRETE CONSTRUCTION Cell: (253)228-6554 Bruce@fourseasonsconcrete.construction Authorized Authorized Signature _____________________________________ Signature _____________________________________ Owner/Customer Four Seasons Representative General Terms and Conditions of Quote CP for Raised Crosswalk Page 2 of 2 "!# )$; 32%2;38<$//83:$6+,1*721 ZZZDFWLYHFRQVWUXFWLRQFRP 5(48(67)25,1)250$7,21 5),12 -2%12 &$* +8'12 1$ '$7( -2%1$0(6WK6WUHHW&RUULGRU,PSURYHPHQWV $771 :D\QH5ROOLQV 72 &LW\RI5HQWRQ±3XEOLF:RUNV$771.HLWK:RROOH\ 6RXWK*UDG\:D\ 5HQWRQ:$ 3+21( )$; 1$ 5()(5(1&(72'5$:,1*2563(&,),&$7,2112 39 68%-(&7 )LEHU9DXOW$GMXVWPHQW '(6&5,37,21 3OHDVHUHIHUHQFHWKHDWWDFKHGSODQVKHHW 9DXOW±7KLVYDXOWZLOOQHHGWREHDGMXVWHGZLWKWKHVORSHRIWKHUDLVHG[ZDON7KHZHVWVLGHRIWKHYDXOW LVDERXW¶WRILQLVKJUDGH7KHUHLVRQO\DERXW¶¶RIDGMXVWPHQW3OHDVHDGYLVH 9DXOW±7KLVYDXOWFDQEHDGMXVWHGWRILQLVKJUDGHEXWWKHRXWVLGHOLSRIWKHOLGZLOOEHSRXUHGLQWRFXUE 3OHDVHDGYLVHLIWKLVLVDFFHSWDEOH 9DXOW±7KLVYDXOWQHHGVWREHDGMXVWHGDERXW¶WRILQLVKJUDGH7KHUHLVRQO\DERXW¶RIDGMXVWPHQW RQWKHYDXOW3OHDVHDGYLVH 5(48,5(''$7(2),1)250$7,21$6$3 ,03$&721-2% 7%' &5,7,&$/726&+('8/( ; <HV 1R &267())(&7 7%' &267,1&5($6(DSSUR[LPDWHYDOXH7%' 12&+$1*(,135,&( &267'(&5($6(DSSUR[LPDWHYDOXH 35(3$5('%< -DVRQ(OH\$FWLYH&RQVWUXFWLRQ,QF 5(63216( 35(3$5('%< '$7( Transpo (Paving) Paving design has been revised to accommodate vaults #1 and #3. This raises the profile west of of the raised crossing, effectively removing the "ramp" from the west side . Revised profiles, details and storm sewer design have been provided. Vault #2 is acceptable to encroach into the curb. Kristen Cassias (Transpo)/ Priyanka Patel (LDC)6/16/25 LDC (Storm) - MOVE THE CB#3 AND CB#12 AT THE NEW PROPOSED LOW POINTS AND CONNECT IT TO THE EXISTING CB AND REPLACE LID OF THE EXISTING CB WITH A SOLID LID. REFER TRANSPO GROUP PROFILES FOR THE NEW LOW POINT LOCATIONS. "!# Fi b e r O p t i c V a u l t s o n B u r n e t t - e x i s t i n g g r o u n d e l e v a t i o n s v s . f u t u r e g r o u n d e l e v a t i o n s a t v a u l t s a f t e r d e s i g n c h a n g e s . " ! # PA V I N G N O T E S 1. S E E N T 0 1 F O R G E N E R A L N O T E S & T E S C N O T E S . 2. S E E L G F O R L E G E N D . 3. SE E D M 0 1 - D M 0 2 F O R D E M O L I T I O N L I M I T S . 4. S E E R S 0 1 F O R T Y P I C A L S E C T I O N S . 5. S E E E C 0 1 - S D 0 2 F O R D R A I N A G E D E T A I L S . 6. S E E D E T 0 1 F O R S T A N D A R D P L A N S & D E T A I L S . ELEVATION ST A T I O N FL - 7 T H - B U R - N PR O F I L E 203040 203040 49 + 7 5 5 0 + 0 0 5 1 + 0 0 5 2 + 0 0 5 2 + 5 0 49 + 7 5 5 0 + 0 0 5 1 + 0 0 5 2 + 0 0 5 2 + 5 0 -1 . 5 0 % 1. 5 0 % -1 . 2 7 % -8 . 3 3 % 1. 0 4 % 0. 8 1 % -2 . 7 3 % 1. 0 0 % 1. 7 2 % 1. 5 4 % 2. 0 2 % 2. 8 0 % GRADE BREAK STA = 50+00.00 ELEV = 25.75 GRADE BREAK STA = 51+73.75 ELEV = 27.51 GRADE BREAK STA = 51+67.25 ELEV = 27.61 GRADE BREAK STA = 51+79.75 ELEV = 27.01 GRADE BREAK STA = 50+63.44 ELEV = 26.60 GR A D E B R E A K S T A = 5 2 + 0 9 . 7 4 EL E V = 2 6 . 5 0 GRADE BREAK STA = 50+27.51 ELEV = 26.22 GRADE BREAK STA = 51+60.75 ELEV = 27.51 GR A D E B R E A K S T A = 5 1 + 2 3 . 6 5 EL E V = 2 6 . 6 9 GRADE BREAK STA = 51+43.54 ELEV = 27.25 PV I S T A : 5 1 + 0 8 . 8 6 PV I E L E V : 2 6 . 3 9 K: 4 . 5 6 LV C : 1 5 . 0 0 BVCS: 51+01.36 BVCE: 26.49 EVCS: 51+16.36 EVCE: 26.54 LO W P T . S T A : 5 1 + 0 7 . 1 6 LO W P T E L E V : 2 6 . 4 5 PV I S T A : 5 2 + 0 1 . 5 0 PV I E L E V : 2 6 . 4 2 K: 1 . 3 4 LV C : 5 . 0 0 BVCS: 51+99.00 BVCE: 26.49 EVCS: 52+04.00 EVCE: 26.44 LO W P T . S T A : 5 2 + 0 2 . 6 6 LO W P T E L E V : 2 6 . 4 4 PV I S T A : 5 0 + 8 1 . 2 9 PV I E L E V : 2 6 . 7 4 K: 7 . 2 0 LV C : 1 5 . 0 0 BVCS: 50+73.79 BVCE: 26.68 EVCS: 50+88.79 EVCE: 26.64 HI G H P T . S T A : 5 0 + 7 9 . 6 4 HI G H P T E L E V : 2 6 . 7 0 RA I S E D CR O S S I N G RA M P L 1 L 2 L3 L 4 C 1 C 2 C3 C4 C5 C6 C 7 C 8 51+ 0 0 5 2 + 0 0 PC: 50+22.94 PC: 5 0 + 5 6 . 3 6 PC: 51 + 4 3 . 5 4 PT: 50+07.85 PT: 5 0 + 2 7 . 5 1 PT: 51 + 0 9 . 2 8 PT: 52+ 0 2 . 7 9 PCC: 51+79.74 P R C : 5 0 + 6 3 . 4 4 P R C : 5 0 + 8 1 . 6 5 PR C : 5 1 + 9 3 . 1 6 S T A . 5 0 + 0 0 . 0 0 = S T A . 4 0 0 + 4 9 . 7 0 , 1 7 . 8 9 F T R T S M I T H E R S A V E S S T A . 5 2 + 0 9 . 7 4 = S T A . 3 0 1 + 3 8 . 6 6 , 2 0 . 0 5 F T L T B U R N E T T A V E S 3 0 2 + 0 0 30 1 + 0 0 110 + 5 8 110 + 0 0 40 0 + 0 0 20 1 + 0 0 20 1 + 6 3 FL - 7 T H - B U R - N NU M B E R C1 L1 C2 L2 C3 C4 C5 L3 C6 C7 C8 L4 RA D I U S 10 . 0 0 10 . 0 0 5. 0 0 62 . 0 0 25 . 0 0 86 . 0 0 15 . 0 0 15 . 0 0 LE N G T H 7. 8 5 15 . 0 8 4. 5 7 28 . 8 5 7. 0 8 18 . 2 1 27 . 6 3 34 . 2 6 36 . 2 0 13 . 4 2 9. 6 4 6. 9 5 LI N E / C H O R D D I R E C T I O N S2 3 ° 4 8 ' 4 8 . 7 8 " W S4 6 ° 1 8 ' 4 8 . 7 8 " W S3 3 ° 1 3 ' 3 5 . 9 8 " W S2 0 ° 0 8 ' 2 3 . 1 8 " W S2 0 ° 2 5 ' 5 9 . 1 8 " E S5 2 ° 3 5 ' 2 7 . 5 5 " E S7 5 ° 5 0 ' 0 7 . 5 7 " E N7 2 ° 3 0 ' 1 8 . 4 3 " E N6 0 ° 2 6 ' 5 0 . 8 1 " E N2 2 ° 4 5 ' 2 1 . 7 8 " E N1 5 ° 3 1 ' 3 6 . 8 0 " E N3 3 ° 5 5 ' 5 3 . 2 3 " E BE G I N S T A T I O N 50 + 0 0 . 0 0 50 + 0 7 . 8 5 50 + 2 2 . 9 4 50 + 2 7 . 5 1 50 + 5 6 . 3 6 50 + 6 3 . 4 4 50 + 8 1 . 6 5 51 + 0 9 . 2 8 51 + 4 3 . 5 4 51 + 7 9 . 7 4 51 + 9 3 . 1 6 52 + 0 2 . 7 9 BE G I N N / E N: 1 7 5 9 2 9 . 8 8 , E : 1 3 0 0 1 1 3 . 3 6 N: 1 7 5 9 2 2 . 8 8 , E : 1 3 0 0 1 1 0 . 2 7 N: 1 7 5 9 1 2 . 4 6 , E : 1 3 0 0 0 9 9 . 3 6 N: 1 7 5 9 0 8 . 6 8 , E : 1 3 0 0 0 9 6 . 8 8 N: 1 7 5 8 8 1 . 5 9 , E : 1 3 0 0 0 8 6 . 9 4 N: 1 7 5 8 7 5 . 4 9 , E : 1 3 0 0 0 8 9 . 2 1 N: 1 7 5 8 6 4 . 4 7 , E : 1 3 0 0 1 0 3 . 6 3 N: 1 7 5 8 5 8 . 0 4 , E : 1 3 0 0 1 2 9 . 0 7 N: 1 7 5 8 6 8 . 3 4 , E : 1 3 0 0 1 6 1 . 7 5 N: 1 7 5 8 8 6 . 0 6 , E : 1 3 0 0 1 9 3 . 0 0 N: 1 7 5 8 9 8 . 0 3 , E : 1 3 0 0 1 9 8 . 0 2 N: 1 7 5 9 0 7 . 1 6 , E : 1 3 0 0 2 0 0 . 5 6 EN D S T A T I O N 50 + 0 7 . 8 5 50 + 2 2 . 9 4 50 + 2 7 . 5 1 50 + 5 6 . 3 6 50 + 6 3 . 4 4 50 + 8 1 . 6 5 51 + 0 9 . 2 8 51 + 4 3 . 5 4 51 + 7 9 . 7 4 51 + 9 3 . 1 6 52 + 0 2 . 7 9 52 + 0 9 . 7 4 EN D N / E N: 1 7 5 9 2 2 . 8 8 , E : 1 3 0 0 1 1 0 . 2 7 N: 1 7 5 9 1 2 . 4 6 , E : 1 3 0 0 0 9 9 . 3 6 N: 1 7 5 9 0 8 . 6 8 , E : 1 3 0 0 0 9 6 . 8 8 N: 1 7 5 8 8 1 . 5 9 , E : 1 3 0 0 0 8 6 . 9 4 N: 1 7 5 8 7 5 . 4 9 , E : 1 3 0 0 0 8 9 . 2 1 N: 1 7 5 8 6 4 . 4 7 , E : 1 3 0 0 1 0 3 . 6 3 N: 1 7 5 8 5 8 . 0 4 , E : 1 3 0 0 1 2 9 . 0 7 N: 1 7 5 8 6 8 . 3 4 , E : 1 3 0 0 1 6 1 . 7 5 N: 1 7 5 8 8 6 . 0 6 , E : 1 3 0 0 1 9 3 . 0 0 N: 1 7 5 8 9 8 . 0 3 , E : 1 3 0 0 1 9 8 . 0 2 N: 1 7 5 9 0 7 . 1 6 , E : 1 3 0 0 2 0 0 . 5 6 N: 1 7 5 9 1 2 . 9 2 , E : 1 3 0 0 2 0 4 . 4 3 SH E E T OF 87 SH E E T S DE S I G N E D B Y 12 1 3 1 1 1 3 T H A V E N U E N E , S U I T E 2 0 3 ( T E L ) 4 2 5 8 2 1 - 3 6 6 5 KI R K L A N D , W A S H I N G T O N 9 8 0 3 4 ( F A X ) 4 2 5 8 2 5 - 8 4 3 4 SO U T H 7 T H S T R E E T CO R R I D O R I M P R O V E M E N T S DR A W N B Y RE V I E W E D B Y DA T E R E V I S I O N B Y D A T E 20 1 1 9 2 1 9 CI T Y O F R E N T O N O C T O B E R 2 0 2 4 SE C . 1 9 , T . 2 3 N . , R . 0 5 E . , W . M . / S E C . 1 8 , T . 2 3 N . , R . 0 5 E . , W . M . Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R C O N S T R U C T I O N BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . 05 / 0 3 / 2 0 2 4 KB C 05 / 0 3 / 2 0 2 4 05 / 0 3 / 2 0 2 4 JK KB C IS S U E D F O R CO N S T R U C T I O N 24 PP 0 4 PA V I N G P R O F I L E S FL - 7 T H - B U R - N PL A N MA T C H E X I S T I N G MA T C H E X I S T I N G EX I S T I N G G R O U N D PR O P O S E D P R O F I L E BU R N E T T A V E S TA L B O T R D S S M I T H E R S A V E S HO R I Z O N T A L S C A L E - 1 " = 2 0 ' VE R T I C A L S C A L E - 1 " = 5 ' PR O F I L E R E V I S E D F O R F I B E R V A U L T S O N B U R N E T T . K B C 0 6 / 1 3 / 2 0 2 5 06 / 1 3 / 2 5 " ! # PA V I N G N O T E S 1. S E E N T 0 1 F O R G E N E R A L N O T E S & T E S C N O T E S . 2. S E E L G F O R L E G E N D . 3. SE E D M 0 1 - D M 0 2 F O R D E M O L I T I O N L I M I T S . 4. S E E R S 0 1 F O R T Y P I C A L S E C T I O N S . 5. S E E E C 0 1 - S D 0 2 F O R D R A I N A G E D E T A I L S . 6. S E E D E T 0 1 F O R S T A N D A R D P L A N S & D E T A I L S . ELEVATION CL - B U R PR O F I L E 223040 223040 29 9 + 7 5 3 0 0 + 0 0 3 0 1 + 0 0 3 0 1 + 7 5 29 9 + 7 5 3 0 0 + 0 0 3 0 1 + 0 0 3 0 1 + 7 5 -7 . 3 3 % 1. 3 5 % -1 . 3 5 % -0 . 3 0 % 1. 3 3 % -0 . 5 4 % 2 . 8 0 % 1. 3 5 % PV I S T A : 3 0 0 + 3 5 . 0 0 PV I E L E V : 2 6 . 6 5 K: 5 . 9 9 LV C : 2 0 . 0 0 BVCS: 300+25.00 BVCE: 26.70 EVCS: 300+45.00 EVCE: 26.93 LO W P T . S T A : 3 0 0 + 2 8 . 2 3 LO W P T E L E V : 2 6 . 6 9 PV I S T A : 3 0 1 + 2 5 . 0 0 PV I E L E V : 2 7 . 1 9 K: 1 2 . 2 6 LV C : 2 0 . 0 0 BVCS: 301+15.00 BVCE: 27.22 EVCS: 301+35.00 EVCE: 27.33 LO W P T . S T A : 3 0 1 + 1 8 . 6 8 LO W P T E L E V : 2 7 . 2 2 GRADE BREAK STA = 300+13.54 ELEV = 26.76 GRADE BREAK STA = 301+06.13 ELEV = 27.25 GRADE BREAK STA = 300+91.90 ELEV = 27.85 GRADE BREAK STA = 300+99.31 ELEV = 27.75 GR A D E B R E A K S T A = 3 0 1 + 3 8 . 6 3 EL E V = 2 7 . 3 7 GRADE BREAK STA = 300+64.89 ELEV = 27.49 GRADE BREAK STA = 300+84.50 ELEV = 27.75RA I S E D CR O S S I N G RA M P L1 L 2 C1 3 0 2 + 0 0 30 1 + 0 0 S T A . 3 0 0 + 0 0 . 0 0 = S T A . 2 0 1 + 1 9 . 8 5 , 0 . 0 0 F T T T A L B O T R D S 110 + 5 8 40 0 + 0 0 20 1 + 0 0 20 1 + 6 3 PC: 30 0 + 6 4 . 8 9 PT: 301 + 3 3 . 8 0 CL - B U R NU M B E R L1 C1 L2 RA D I U S 98 . 0 0 LE N G T H 64 . 8 9 68 . 9 1 66 . 2 0 LI N E / C H O R D D I R E C T I O N N7 2 ° 3 0 ' 1 8 . 4 3 " E N5 2 ° 2 1 ' 4 0 . 4 9 " E N3 2 ° 1 3 ' 0 2 . 5 4 " E BE G I N S T A T I O N 30 0 + 0 0 . 0 0 30 0 + 6 4 . 8 9 30 1 + 3 3 . 8 0 BE G I N N / E N: 1 7 5 8 3 7 . 3 9 , E : 1 3 0 0 1 0 3 . 4 7 N: 1 7 5 8 5 6 . 9 0 , E : 1 3 0 0 1 6 5 . 3 5 N: 1 7 5 8 9 8 . 1 2 , E : 1 3 0 0 2 1 8 . 8 0 EN D S T A T I O N 30 0 + 6 4 . 8 9 30 1 + 3 3 . 8 0 30 2 + 0 0 . 0 0 EN D N / E N: 1 7 5 8 5 6 . 9 0 , E : 1 3 0 0 1 6 5 . 3 5 N: 1 7 5 8 9 8 . 1 2 , E : 1 3 0 0 2 1 8 . 8 0 N: 1 7 5 9 5 4 . 1 3 , E : 1 3 0 0 2 5 4 . 1 0 SH E E T OF 87 SH E E T S DE S I G N E D B Y 12 1 3 1 1 1 3 T H A V E N U E N E , S U I T E 2 0 3 ( T E L ) 4 2 5 8 2 1 - 3 6 6 5 KI R K L A N D , W A S H I N G T O N 9 8 0 3 4 ( F A X ) 4 2 5 8 2 5 - 8 4 3 4 SO U T H 7 T H S T R E E T CO R R I D O R I M P R O V E M E N T S DR A W N B Y RE V I E W E D B Y DA T E R E V I S I O N B Y D A T E 20 1 1 9 2 1 9 CI T Y O F R E N T O N O C T O B E R 2 0 2 4 SE C . 1 9 , T . 2 3 N . , R . 0 5 E . , W . M . / S E C . 1 8 , T . 2 3 N . , R . 0 5 E . , W . M . Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R C O N S T R U C T I O N BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . 05 / 0 3 / 2 0 2 4 KB C 05 / 0 3 / 2 0 2 4 05 / 0 3 / 2 0 2 4 JK KB C IS S U E D F O R CO N S T R U C T I O N 25 PP 0 5 PA V I N G P R O F I L E S CL - B U R PL A N MA T C H E X I S T I N G MA T C H E X I S T I N G EX I S T I N G G R O U N D PR O P O S E D P R O F I L E BU R N E T T A V E S TA L B O T R D S HO R I Z O N T A L S C A L E - 1 " = 2 0 ' VE R T I C A L S C A L E - 1 " = 5 ' PR O F I L E R E V I S E D F O R F I B E R V A U L T S O N B U R N E T T . K B C 0 6 / 1 3 / 2 0 2 5 06 / 1 3 / 2 5 " ! # PA V I N G N O T E S 1. S E E N T 0 1 F O R G E N E R A L N O T E S & T E S C N O T E S . 2. S E E L G F O R L E G E N D . 3. SE E D M 0 1 - D M 0 2 F O R D E M O L I T I O N L I M I T S . 4. S E E R S 0 1 F O R T Y P I C A L S E C T I O N S . 5. S E E E C 0 1 - S D 0 2 F O R D R A I N A G E D E T A I L S . 6. S E E D E T 0 1 F O R S T A N D A R D P L A N S & D E T A I L S . 30 1 + 0 0 60 + 0 0 61 + 0 0 PC: 60 + 5 6 . 2 8 PT: 60+ 3 8 . 3 3 PT: 61 + 3 3 . 6 2 PC C : 6 0 + 0 0 . 0 0 S T A . 5 9 + 6 9 . 3 5 = S T A . 3 0 0 + 1 3 . 0 6 , 6 3 . 8 7 F T R T B U R N E T T A V E S S T A . 6 1 + 6 1 . 5 4 = S T A . 3 0 1 + 6 1 . 7 1 , 1 2 . 0 0 F T R T B U R N E T T A V E S 20 1 + 0 0 L1 L 2 C 2 C3 C1 ELEVATION ST A T I O N FL - 7 T H - B U R - S PR O F I L E 223040 223040 59 + 2 5 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 59 + 2 5 6 0 + 0 0 6 1 + 0 0 6 2 + 0 0 1. 2 0 % -1 . 2 0 % -6 . 5 4 % -0 . 3 0 % 1. 9 5 % -0 . 7 0 % -1 . 2 0 % 1. 2 0 % 2 . 8 0 % GRADE BREAK STA = 59+69.35 ELEV = 26.96 GRADE BREAK STA = 60+00.00 ELEV = 26.75 GRADE BREAK STA = 60+56.28 ELEV = 27.25 GRADE BREAK STA = 60+78.29 ELEV = 27.51 GRADE BREAK STA = 60+86.60 ELEV = 27.61 GRADE BREAK STA = 60+94.92 ELEV = 27.51 GRADE BREAK STA = 61+02.57 ELEV = 27.01 GRADE BREAK STA = 61+61.54 ELEV = 27.70 PV I S T A : 6 0 + 2 7 . 0 1 PV I E L E V : 2 6 . 4 3 K: 3 . 7 5 LV C : 1 5 . 0 0 BVCS: 60+19.51 BVCE: 26.52 EVCS: 60+34.51 EVCE: 26.64 LO W P T . S T A : 6 0 + 2 4 . 0 1 LO W P T E L E V : 2 6 . 4 9 PV I S T A : 6 1 + 2 3 . 0 0 PV I E L E V : 2 6 . 9 5 K: 8 . 8 9 LV C : 2 0 . 0 0 BVCS: 61+13.00 BVCE: 26.98 EVCS: 61+33.00 EVCE: 27.14 LO W P T . S T A : 6 1 + 1 5 . 6 7 LO W P T E L E V : 2 6 . 9 7 RA I S E D CR O S S I N G RA M P FL - 7 T H - B U R - S NU M B E R C1 C2 L1 C3 L2 RA D I U S 15 6 . 7 4 30 . 0 0 11 0 . 0 0 LE N G T H 30 . 6 5 38 . 3 3 17 . 9 5 77 . 3 5 27 . 9 1 LI N E / C H O R D D I R E C T I O N N7 ° 1 0 ' 1 3 . 3 8 " W N3 5 ° 0 1 ' 4 5 . 1 2 " E N7 2 ° 3 0 ' 1 8 . 4 3 " E N5 2 ° 2 1 ' 4 0 . 4 9 " E N3 2 ° 1 3 ' 0 2 . 5 4 " E BE G I N S T A T I O N 59 + 6 9 . 3 5 60 + 0 0 . 0 0 60 + 3 8 . 3 3 60 + 5 6 . 2 8 61 + 3 3 . 6 2 BE G I N N / E N: 1 7 5 7 8 0 . 4 0 , E : 1 3 0 0 1 3 5 . 1 3 N: 1 7 5 8 1 0 . 7 6 , E : 1 3 0 0 1 3 1 . 3 1 N: 1 7 5 8 4 0 . 0 6 , E : 1 3 0 0 1 5 1 . 8 5 N: 1 7 5 8 4 5 . 4 5 , E : 1 3 0 0 1 6 8 . 9 6 N: 1 7 5 8 9 1 . 7 2 , E : 1 3 0 0 2 2 8 . 9 6 EN D S T A T I O N 60 + 0 0 . 0 0 60 + 3 8 . 3 3 60 + 5 6 . 2 8 61 + 3 3 . 6 2 61 + 6 1 . 5 4 EN D N / E N: 1 7 5 8 1 0 . 7 6 , E : 1 3 0 0 1 3 1 . 3 1 N: 1 7 5 8 4 0 . 0 6 , E : 1 3 0 0 1 5 1 . 8 5 N: 1 7 5 8 4 5 . 4 5 , E : 1 3 0 0 1 6 8 . 9 6 N: 1 7 5 8 9 1 . 7 2 , E : 1 3 0 0 2 2 8 . 9 6 N: 1 7 5 9 1 5 . 3 4 , E : 1 3 0 0 2 4 3 . 8 4 SH E E T OF 87 SH E E T S DE S I G N E D B Y 12 1 3 1 1 1 3 T H A V E N U E N E , S U I T E 2 0 3 ( T E L ) 4 2 5 8 2 1 - 3 6 6 5 KI R K L A N D , W A S H I N G T O N 9 8 0 3 4 ( F A X ) 4 2 5 8 2 5 - 8 4 3 4 SO U T H 7 T H S T R E E T CO R R I D O R I M P R O V E M E N T S DR A W N B Y RE V I E W E D B Y DA T E R E V I S I O N B Y D A T E 20 1 1 9 2 1 9 CI T Y O F R E N T O N O C T O B E R 2 0 2 4 SE C . 1 9 , T . 2 3 N . , R . 0 5 E . , W . M . / S E C . 1 8 , T . 2 3 N . , R . 0 5 E . , W . M . Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R C O N S T R U C T I O N BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . 05 / 0 3 / 2 0 2 4 KB C 05 / 0 3 / 2 0 2 4 05 / 0 3 / 2 0 2 4 JK KB C IS S U E D F O R CO N S T R U C T I O N 26 PP 0 6 PA V I N G P R O F I L E S BU R N E T T A V E S TA L B O T R D S FL - 7 T H - B U R - S PL A N MA T C H E X I S T I N G MA T C H E X I S T I N G EX I S T I N G G R O U N D PR O P O S E D P R O F I L E HO R I Z O N T A L S C A L E - 1 " = 2 0 ' VE R T I C A L S C A L E - 1 " = 5 ' PR O F I L E R E V I S E D F O R F I B E R V A U L T S O N B U R N E T T . K B C 0 6 / 1 3 / 2 0 2 5 06 / 1 3 / 2 5 " ! # SH E E T OF 87 SH E E T S DE S I G N E D B Y 12 1 3 1 1 1 3 T H A V E N U E N E , S U I T E 2 0 3 ( T E L ) 4 2 5 8 2 1 - 3 6 6 5 KI R K L A N D , W A S H I N G T O N 9 8 0 3 4 ( F A X ) 4 2 5 8 2 5 - 8 4 3 4 SO U T H 7 T H S T R E E T CO R R I D O R I M P R O V E M E N T S DR A W N B Y RE V I E W E D B Y DA T E R E V I S I O N B Y D A T E 20 1 1 9 2 1 9 CI T Y O F R E N T O N O C T O B E R 2 0 2 4 Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R C O N S T R U C T I O N BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . 05 / 0 3 / 2 0 2 4 KB C 05 / 0 3 / 2 0 2 4 05 / 0 3 / 2 0 2 4 JK KB C IS S U E D F O R CO N S T R U C T I O N PV D 0 8 35 R A I S E D C R O S S W A L K RA I S E D C R O S S W A L K N.T . S (D R A I N A G E D E T A I L S N O T S H O W N ) RAM P .. SL O P E * ℄RA I S E D C R O S S W A L K ℄RO A D RA I S E D C R O S S W A L K S U R F A C E ( T Y P . ) 2. 0 % ED G E O F P A V E M E N T ED G E O F R A I S E D C R O S S W A L K ED G E O F R A I S E D C R O S S W A L K ED G E O F P A V E M E N T PL A N V I E W ( N . T . S ) SE C T I O N A - A ( N . T . S ) SE C T I O N B - B ( N . T . S ) BB A A MA T E R I A L C O D E # M A T E R I A L D E S C R I P T I O N 4" C E M E N T C O N C R E T E S I D E W A L K 4" C R U S H E D S U R F A C I N G T O P C O U R S E CE M E N T C O N C R E T E T R A F F I C C U R B & G U T T E R P E R C O R S T D . P L A N 1 0 1 6" C R U S H E D S U R F A C I N G T O P C O U R S E 7" H M A C L 12" P G 6 4 - 2 2 VA R I E S 0 " T O 6 " O F H M A C L 12" P G 6 4 - 2 2 13 " C O N C R E T E ( 4 0 0 0 P S I , N O F L Y A S H ) DE T E C T A B L E W A R N I N G S U R F A C E P E R W S D O T S T D . P L A N F - 4 5 . 1 0 - 0 4 1 2 3 4 3 4 5 2F T T Y P . 8 8 5 6 7 8 RA I S E D C R O S S I N G D E T A I L N. T . S PA V I N G D E T A I L S 0. 5 F T T Y P . 74 3 3 2. 0 % *S E E P A V I N G P R O F I L E S , S H E E T S 21 - 2 6 F O R S L O P E S 6F T M I N . 12 F T M I N . 6 SI D E W A L K SI D E W A L K RE V I S E D R A I S E D C R O S S W A L K F O R 1 3 " C O N C . A N D C U R B A N D G U T T E R . KB C 0 5 / 0 1 / 2 0 2 5 1 1 1 1 7 1 1 1 1 6F T M I N . CU R B H E I G H T T R A N S I T I O N 0. 5 F T T O 0 . 0 F T 2 6F T M I N . CU R B H E I G H T T R A N S I T I O N 0. 5 F T T O 0 . 0 F T 5 4 2 2 6F T M I N . CU R B H E I G H T T R A N S I T I O N 0. 5 F T T O 0 . 0 F T 6F T M I N . CU R B H E I G H T T R A N S I T I O N 0. 0 F T T O 0 . 5 F T RA I S E D CR O S S W A L K RE V I S E D R A I S E D C R O S S W A L K , R E M O V I N G R A M P O N O N E S I D E . KB C 0 6 / 1 3 / 2 0 2 5 2 06 / 1 3 / 2 5 " ! # SH E E T OF SH E E T S DE S I G N E D B Y SO U T H 7 T H S T R E E T C O R R I D O R I M P R O V E M E N T S PP DR A W N B Y RE V I E W E D B Y DA T E 11 / 3 / 2 3 RE V I S I O N B Y D A T E CI T Y O F R E N T O N N O V E M B E R 2 0 2 3 BN JJ SE C . 1 9 , T . 2 3 N . , R . 0 5 E . , W . M . / S E C . 1 8 , T . 2 3 N . , R . 0 5 E . , W . M . Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R B I D BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . ww w . L D C c o r p . c o m 202100 142ndd Avenuee NE Woodinville,, WAA 98072 FF 425.482.2893 TT 425.806.1869 Su r v e y i n g En g i n e e r i n g Pl a n n i n g Wo o d i n v i l l e Ke n t Tu m w a t e r 11 / 3 / 2 3 11 / 3 / 2 3 RE V I S I O N P E R C I T Y O F R E N T O N R E V I E W C O M M E N T S 5 / 0 1 / 2 4 RE V I S I O N P E R C O M M E N T S D A T E D 6 / 1 2 / 2 0 2 4 7 / 0 8 / 2 4 JJ JJ RE V I S I O N P E R C O M M E N T S D A T E D 7 / 1 2 / 2 0 2 4 7 / 3 1 / 2 4 JJ 38 89 SD - 0 3 ST O R M D R A I N A G E P L A N 23 . 7 S, E 14 L F 1 2 " D I @ 0 . 5 % 26 . 6 9 30 0 + 2 8 30 0 + 2 8 16 . 0 ' W/ V A N E D G R A T E 26 . 4 9 23 . 8 2 KE E P E X . C B . RE P L A C E T H E L I D WI T H S O L I D L I D " ! # CO N S T R U C T I O N N O T E S CO N S T R U C T C E M E N T C O N C R E T E S I D E W A L K P E R C O R S T D . P L A N 1 0 2 , S H E E T P V D 0 6 . CO N S T R U C T C E M E N T C O N C R E T E T R A F F I C C U R B & G U T T E R P E R C O R S T D . P L A N 1 0 1 , PA V I N G D E T A I L S H E E T S P P 0 1 - P P 0 6 , A N D S H E E T R S 0 1 D E T A I L A . CO N S T R U C T D R I V E W A Y P E R C O R S T D . P L A N 1 0 4 . 4 , S H E E T P V D 0 6 . CO N S T R U C T T Y P E 3 D R I V E W A Y P E R W S D O T S T D . P L A N F - 8 0 . 1 0 - 0 4 , S H E E T P V D 0 5 . IN S T A L L T Y P E 4 B L A C K V I N Y L C O A T E D 4 F T C H A I N L I N K F E N C E P E R W S D O T S T D . P L A N L- 2 0 . 1 0 - 0 3 , S H E E T P V D 0 5 . CO N S T R U C T P E R P E N D I C U L A R C U R B R A M P P E R W S D O T S T D . P L A N F - 4 0 . 1 5 - 0 4 , S H E E T PV D 0 5 & P A V I N G D E T A I L S H E E T S P V D 0 1 - P V D 0 4 . IN S T A L L 6 F T W O O D E N P R I V A C Y F E N C E P E R D E T A I L S H E E T P V D 0 7 . CO N S T R U C T R A I S E D C R O S S I N G P E R D E T A I L S H E E T P V D 0 8 . IN S T A L L T A C T I L E D I R E C T I O N A L I N D I C A T O R ( T D I ) . CO N S T R U C T B I K E R A M P P E R D E T A I L S H E E T S P V D 0 1 - P V D 0 4 . IN S T A L L 2 - 3 " C O N D U I T U N D E R N E W S I D E W A L K P E R D E T A I L S H E E T P V D 0 6 . IN S T A L L T Y P E 8 J U N C T I O N B O X P E R W S D O T S T A N D A R D P L A N J - 4 0 . 3 0 . 1 2 3 4 5 6 9 10 11 12 14 15 PA V I N G N O T E S 1. S E E N T 0 1 F O R G E N E R A L N O T E S & T E S C N O T E S . 2. S E E L G F O R L E G E N D . 3. SE E D M 0 1 - D M 0 2 F O R D E M O L I T I O N L I M I T S . 4. S E E R S 0 1 F O R T Y P I C A L S E C T I O N S . 5. S E E E C 0 1 - S D 0 2 F O R D R A I N A G E D E T A I L S . 6. S E E D E T 0 1 F O R S T A N D A R D P L A N S & D E T A I L S . 1 2 . 0 F T 5 . 0 F T 15 . 2 F T ( E X ) 30 . 0 F T 30 . 0 F T ST A . 1 0 8 + 6 6 . 7 27 . 0 F T L T 1 ST A . 1 0 8 + 7 8 . 3 21 . 7 F T L T 1 ST A . 1 0 9 + 2 8 . 3 21 . 6 F T L T 1 ST A . 1 0 9 + 3 9 . 6 27 . 0 F T L T 1 ST A . 1 1 0 + 2 0 . 9 27 . 0 F T L T 1EN D MA T C H E X I S T I N G ST A . 4 0 0 + 3 0 . 8 27 . 5 F T L T 1 EN D MA T C H E X I S T I N G ST A . 4 0 0 + 4 9 . 7 18 . 2 F T L T 2 BE G I N MA T C H E X I S T I N G ST A . 1 1 0 + 1 0 . 8 15 . 1 F T L T 2 BE G I N MA T C H E X I S T I N G ST A . 4 0 0 + 4 3 . 2 27 . 6 F T R T 1 EN D MA T C H E X I S T I N G ST A . 3 0 1 + 3 8 . 8 25 . 5 F T L T 1 BE G I N MA T C H E X I S T I N G ST A . 1 0 8 + 7 8 . 3 15 . 2 F T L T 2 EN D MA T C H E X I S T I N G ST A . 1 0 9 + 2 8 . 3 15 . 2 F T L T 2 EN D MA T C H E X I S T I N G ST A . 3 0 1 + 5 3 . 9 38 . 2 F T R T 1 ST A . 3 0 1 + 5 2 . 9 20 . 5 F T R T 1 5. 0 F T 6. 0 F T 3. 0 F T EN D ST A . 1 0 8 + 8 3 . 8 27 . 5 F T L T 5 BE G I N ST A . 1 0 9 + 2 2 . 8 27 . 5 F T L T 9 EN D ST A . 1 1 0 + 1 9 . 7 27 . 5 F T L T 9 BE G I N MA T C H E X I S T I N G ST A . 4 0 0 + 4 9 . 7 17 . 9 F T R T 2 EN D MA T C H E X I S T I N G ST A . 3 0 1 + 3 8 . 7 20 . 0 F T L T 2 12 . 0 F T 20 . 0 F T BE G I N MA T C H E X I S T I N G ST A . 2 0 0 + 5 7 . 4 29 . 4 F T R T 2 +0 0 10 9 + 0 0 11 0 + 0 0 30 2 + 0 0 3 0 1 + 0 0 200+0 0 201+00 401+00 12 . 0 F T 1 2 . 0 F T 5 . 0 F T 1 2 . 0 F T EN D MA T C H E X I S T I N G ST A . 3 0 1 + 6 1 . 7 12 . 0 F T R T 2 20 . 7 F T ST A . 1 0 8 + 6 5 . 4 21 . 0 F T L T 1 ST A . 1 0 9 + 4 1 . 0 21 . 0 F T L T 1 ST A . 4 0 0 + 2 4 . 1 27 . 9 F T R T 1 EN D MA T C H E X I S T I N G ST A . 4 0 0 + 2 4 . 1 28 . 7 F T R T 1 5.0FT EN D MA T C H E X I S T I N G ST A . 3 0 1 + 5 6 . 1 22 . 9 F T R T 1 ST A . 3 0 1 + 0 8 . 6 29 . 5 F T R T 1 ST A . 3 0 1 + 1 5 . 9 32 . 5 F T R T 1 EN D MA T C H E X I S T I N G ST A . 3 0 1 + 1 7 . 0 37 . 5 F T R T 1 ST A . 2 0 0 + 0 1 . 6 49 . 6 F T R T 1 BE G I N MA T C H E X I S T I N G ST A . 1 9 9 + 6 0 . 5 38 . 5 F T R T 1 5.0FT SH E E T OF 87 SH E E T S DE S I G N E D B Y 12 1 3 1 1 1 3 T H A V E N U E N E , S U I T E 2 0 3 ( T E L ) 4 2 5 8 2 1 - 3 6 6 5 KI R K L A N D , W A S H I N G T O N 9 8 0 3 4 ( F A X ) 4 2 5 8 2 5 - 8 4 3 4 SO U T H 7 T H S T R E E T CO R R I D O R I M P R O V E M E N T S DR A W N B Y RE V I E W E D B Y DA T E R E V I S I O N B Y D A T E 20 1 1 9 2 1 9 CI T Y O F R E N T O N O C T O B E R 2 0 2 4 SE C . 1 9 , T . 2 3 N . , R . 0 5 E . , W . M . / S E C . 1 8 , T . 2 3 N . , R . 0 5 E . , W . M . Pu b l i c W o r k s D e p t . CI T Y O F R E N T O N AP P R O V E D F O R C O N S T R U C T I O N BY _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ D A T E _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Kn o w w h a t ' s be l o w . Ca l l be f o r e y o u d i g . 05 / 0 3 / 2 0 2 4 KB C 05 / 0 3 / 2 0 2 4 05 / 0 3 / 2 0 2 4 JK KB C 20 PV 0 3 PA V I N G P L A N 1 2 2 SMITHERS AVE S ALLEY TALBO T R D S BU R N E T T A V E S S 7 T H S T 6 S 7 T H S T MATCHLINE STA 108+00 - SEE PV01 KE Y M A P N. T . S . KE Y M A P N. T . S . S 7 T H S T DRIVEWAY #4 STA. 109+033 5 9 12 10 DRI V E W A Y # 5 S T A . 3 0 1 + 3 0 BUR N E T T A V E S SMITHERS AVE S TALBOT RD S RA I N I E R A V E S SHATTUCK AVE S OAK S D A L E AVE S W 4 1 1 2 1 6 2 1 15 14 38 . 0 F T 24. 6 F T 11 RE V I S E D C I T Y C O N D U I T A N D J U N C T I O N B O X E S . K B C 0 3 / 1 2 / 2 0 2 5 3/ 1 2 / 2 0 2 5 CO N F O R M E D S E T Va u l t # 3 - N e e d s t o be l o w e r e d ~ . 4 7 ' t o fi n i s h g r a d e . O n l y ab o u t . 2 ' o f ad j u s t m e n t a v a i l a b l e . Va u l t # 1 - N e e d s ab o u t . 2 ' o f ad j u s t m e n t o n t h e we s t s i d e o f t h e v a u l t . on l y a b o u t . 1 ' o f ad j u s t m e n t Va u l t # 2 - L i d w i l l be p o u r e d i n c u r b " ! #