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Home My WebLink AboutChange Order - 710/31/25Codey Ayres Digitally signed by Codey Ayres DN: C=US, E=codeya@activeconstruction.com, O="Active Construction, inc.", CN=Codey Ayres Date: 2025.10.31 08:19:23-07'00' "!# $ CAG-24-109, CO #7-25 Approved by Cheryl Beyer via email 8/5/2025 ŚĂŶŐĞKƌĚĞƌEŽ͘ ϳ ŽŶƚƌĂĐƚdŝƚůĞ͗ ^ŽƵƚŚϳ ƚŚ^ƚƌĞĞƚŽƌƌŝĚŽƌ/ŵƉƌŽǀĞŵĞŶƚƐ ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϰͲϭϬϵ WĂŐĞϮŽĨϯ d,KEdZd/^DK/&/^&K>>Kt^͗ ĞƐĐƌŝƉƚŝŽŶŽĨŚĂŶŐĞ͗dŚŝƐĐŚĂŶŐĞŽƌĚĞƌĂƵƚŚŽƌŝǌĞƐƚŚĞĂĚĚŝƚŝŽŶŽĨǁŽƌŬƌĞƋƵŝƌĞĚƚŽ ĂĐĐŽŵŵŽĚĂƚĞĐŚĂŶŐĞƐĚƵĞƚŽƐƵƌǀĞǇŝƐƐƵĞƐ͕ƐƉĞĐŝĨŝĐĂůůǇĞǆƉĂŶĚŝŶŐƚŚĞƐƚŽƌŵĚƌĂŝŶƐǇƐƚĞŵĂƚ^ƚĂ ϭϬϭнϲϵĂŶĚĂĚũƵƐƚŝŶŐĐƵƌďĂƚ^ƚĂϯϬϬнϬϬ͘ WƌŽƉŽƐĂů^ĐŚĞĚƵůĞŽĨWƌŝĐĞƐ͗ dŚĞĂĚĚŝƚŝŽŶŽĨĂ^ĐŚĞĚƵůĞďŝĚŝƚĞŵ͞ͲϴϯĐĐŽŵŵŽĚĂƚŝŶŐ^ƚŽƌŵĚũƵƐƚŵĞŶƚƐ͟ǁŝůůďĞ ĂĚĚĞĚǁŝƚŚƚŚŝƐĐŚĂŶŐĞŽƌĚĞƌĨŽƌĂůƵŵƉƐƵŵƉƌŝĐĞŽĨΨϲ͕ϰϰϯ͘ϯϴ͘ ^ƉĞĐŝĨŝĐĂƚŝŽŶĂŶĚͬŽƌ^ƉĞĐŝĂůWƌŽǀŝƐŝŽŶ͗ ĞƐĐƌŝƉƚŝŽŶ͗ •ĚũƵƐƚĐƵƌďĂƚͲϯĂƚ^ƚĂϯϬϬнϬϬ •ĚĚĂŶĚĐŽŶŶĞĐƚǁŝƚŚϴ͟ĚƵĐƚŝůĞ/ƌŽŶWŝƉĞĂƚ^ƚĂϭϬϭнϲϵ DĞĂƐƵƌĞŵĞŶƚ͗dŚŝƐǁŝůůďĞĂůƵŵƉƐƵŵŝƚĞŵ͘ 3D\PHQW3D\PHQWLQFOXGHVDOODFWLYLW\UHODWHGWRWKLVRSHUDWLRQ3D\PHQWZLOOEHPDGH LQDFFRUGDQFHZLWK:6'276WDQGDUG6SHFLILFDWLRQV6HFWLRQ(TXLWDEOH $GMXVWPHQW 0DWHULDOV&ODVVIO\DVKIUHHFHPHQWFRQFUHWHIURPDQDSSURYHGVRXUFH´'XFWLOH ,URQ3LSHFRPSOLDQWZLWK%$%$5XOHV 5HJV WůĂŶƐ͗^Ϭϭ͕^Ϭϯ͕Z&/ϭϮ͕Z&/Ϯϳ;ƚƚĂĐŚĞĚͿ Z^KE&KZ,E'͗ 'XHWRFKDQJHVPDGHGXULQJWKHFRXUVHRIFRQVWUXFWLRQWKHUHYLVHGJUDGHVUHTXLUHGWKH PDQDJHPHQWRIVWRUPZDWHU Yh/d>:h^dDEd͗dŚŝƐŚĂŶŐĞKƌĚĞƌĚŽĞƐŝŶĐůƵĚĞĂŶĞƋƵŝƚĂďůĞĂĚũƵƐƚŵĞŶƚƉĞƌ^ĞĐƚŝŽŶ ϭͲϬϵ͘ϰŽĨƚŚĞϮϬϮϰt^KdͬWt^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐ͘ ƐƚŝŵĂƚĞĚŽƐƚ͗ Ψϲ͕ϰϰϯ͘ϯϴ ǆƚĞŶĚĞĚKǀĞƌŚĞĂĚ͗ Eͬ &ŽƌĐĞĐĐŽƵŶƚdŝŵĞƌĞůĂƚĞĚ ĚĂŵĂŐĞƐƉĞƌϭͲϬϵ͘ϲ͕ϲ͘Ě͗͘ Eͬ dŽƚĂů͗ Ψϲ͕ϰϰϯ͘ϯϴ ΎdǇƉĞĚŽůůĂƌĂŵŽƵŶƚƐŝŶĨŽƌĞĂĐŚŽĨƚŚĞϭƐƚϯƌŽǁƐ͕ƚŚĞŶƌŝŐŚƚĐůŝĐŬ ĚŽůůĂƌĂŵŽƵŶƚŽŶĨŽƵƌƚŚƌŽǁĂŶĚƐĞůĞĐƚ͞ƵƉĚĂƚĞ&ŝĞůĚ͘͟ "!# ŚĂŶŐĞKƌĚĞƌEŽ͘ ϳ ŽŶƚƌĂĐƚdŝƚůĞ͗ ^ŽƵƚŚϳ ƚŚ^ƚƌĞĞƚŽƌƌŝĚŽƌ/ŵƉƌŽǀĞŵĞŶƚƐ ŽŶƚƌĂĐƚEŽ͘ 'ͲϮϰͲϭϬϵ WĂŐĞϯŽĨϯ ydE^/KEK&d/D͗EŽĚĂǇƐǁŝůůďĞĂǁĂƌĚĞĚĨŽƌƚŚŝƐĂĐƚŝǀŝƚǇ͘ ^ĞĐƚŝŽŶƐϭͲϬϰ͘ϰĂŶĚϭͲϬϰ͘ϱŽĨƚŚĞϮϬϮϰt^KdͬWt^ƚĂŶĚĂƌĚ^ƉĞĐŝĨŝĐĂƚŝŽŶƐƐŚĂůůŐŽǀĞƌŶ ƚŚŝƐŚĂŶŐĞKƌĚĞƌ͘dŚĞtŽƌŬŽĨƚŚĞƌĞĨĞƌĞŶĐĞĚŽŶƚƌĂĐƚŝƐŵŽĚŝĨŝĞĚƚŽŝŶĐůƵĚĞƚŚĞĐŚĂŶŐĞƐ ĚĞƚĂŝůĞĚŚĞƌĞŝŶ͘dŚĞƉĂǇŵĞŶƚƉƌŽǀŝĚĞĚĨŽƌŚĞƌĞŝŶƐŚĂůůĐŽŶƐƚŝƚƵƚĞƚŚĞĐŽŵƉůĞƚĞĂŶĚĨŝŶĂů ƐĞƚƚůĞŵĞŶƚĨŽƌĂůůĐŽƐƚƐŽĨůĂďŽƌ͕ĞƋƵŝƉŵĞŶƚ͕ŵĂƚĞƌŝĂůƐ͕ŽǀĞƌŚĞĂĚ͕ƉƌŽĨŝƚ͕ƉĞƌŵŝƚĨĞĞƐ͕ĂŶĚĂůů ŽƚŚĞƌĐůĂŝŵƐƚŚĂƚŵĂǇďĞŵĂĚĞďǇƚŚĞŽŶƚƌĂĐƚŽƌĂƐĂƌĞƐƵůƚŽĨƚŚŝƐĐŚĂŶŐĞ͘ dŽďĞĂƚƚĂĐŚĞĚƚŽŚĂŶŐĞKƌĚĞƌ͗ ܈ϭͲ&ŝĞůĚŝƌĞĐƚŝǀĞͬZĞƋƵĞƐƚĨŽƌ/ŶĨŽƌŵĂƚŝŽŶZĞƐƉŽŶƐĞ ܈ϮͲƐƚŝŵĂƚĞĚŚĂŶŐĞKƌĚĞƌŽƐƚ ܈ϯͲWůĂŶƐ ܈ϰͲŚĂŶŐĞKƌĚĞƌYƵŽƚĂƚŝŽŶ ܈ϱͲWƌŽũĞĐƚ>ĂďŽƌ>ŝƐƚ ܆ϲͲ&ŽƌĐĞĐĐŽƵŶƚƋƵŝƉŵĞŶƚZĂƚĞZĞƋƵĞƐƚ;Kd&ŽƌŵϰϮϮͲϬϭϬ&Ϳ ܆ϳͲƋƵŝƚĂďůĞĚũƵƐƚŵĞŶƚĞƚĞƌŵŝŶĂƚŝŽŶ ܆ϴͲĚĚŝƚŝŽŶĂůtŽƌŬŝŶŐĂǇƐĂůĐƵůĂƚŝŽŶ "!# Cost EsƟmate for Change Order 7 – Curb Adjustment Scope Compensate a 1.5-hour delay on June 20, 2025 for 4 concrete ﬁnishers and 4cy of Class 4000 concrete, resulƟng from a differing site condiƟon as the ﬁber opƟc vault conﬂict idenƟﬁed in RFI 27 did not match the ﬁeld condiƟons. QuanƟty CalculaƟon x Labor: 4 concrete ﬁnishers, 1.5 hours each. x Concrete: 4 CY (Class 4000, no ﬂy ash) x DuraƟon: 1.5 hours delay, no schedule extension assumed. Unit Costs 1. Labor: o Concrete ﬁnishers $96/hour/worker o Hours: 4 ﬁnishers x 1.5 hours = 6 hours total. o Cost: 6 hours x $96 = $576. 2. Equipment: o Standby for concrete mixer, ﬁnishing tools: $100/hour (SecƟon 1-09.6). o Cost: 1.5 hours x $100 = $150. 3. Other Costs: o MobilizaƟon/demobilizaƟon: Not applicable for 1.5-hour delay. o Concrete – 4cy: $670 Total Es Ɵmated Cost x Range: ~$1,396. Notes *Does not included standard 21% markup for force account performed by a subcontractor "!# $&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$7( 727$/ 81,7 #5$7( 727$/ /6# *5$1'727$/ 1RWH 0$5.832168%&2175$&725&267!9DULHV 68%727$/68%&2175$&725&267 68%&2175$&72568%727$/ 68%&2175$&725 '(6&5,37,21 )RXU6HDVRQV&RQFUHWH'HOD\V '(6&5,37,21 6(59,&(&2676 '(6&5,37,21 (48,30(17'(6&5,37,215$7(6 0$7(5,$/&2676 /$%25&/$665$7(6 0$132:(5 $&,$'',7,21$/:25.6800$5< &$*6RXWKWK6WUHHW&RUULGRU,PSURYHPHQWV 7%' '(6&5,37,212):25. 'HOD\VGXHWRJUDGHLVVXHVDURXQGILEHURSWLFVYDXOW "!# "!# "!# " ! # Cost EsƟmate for Change Order 7 – Storm Drain Expansion Scope Furnish and install 10 linear feet of 8-inch ducƟle iron pipe and a type 1 catch basin for storm drainage, including excavaƟon, bedding, pipe placement, backﬁll, and compacƟon, per WSDOT Standard SpeciﬁcaƟons SecƟon 7-08.3 and Standard Plan B-5.20-02. QuanƟty CalculaƟon x Pipe: 10 LF of 8-inch ducƟle iron pipe. x Labor: 3 laborers x 6 hours = 18 hours total. x Equipment: Truck, loader, excavator, 6 hours each. x Area: Assumed trench width 2 feet, depth 3 feet (typical, SecƟon 7-08.3(1)), volume = 10 LF x 2 Ō x 3 Ō = 60 cubic feet = 2.22 cubic yards (CY). Unit Costs (2025, Renton, WA) 1. Materials: o 8-inch ducƟle iron pipe: $50lf o Cost: 10lf x $50 = $500 o Bedding/backﬁll (sand/gravel): $50/CY x 2.5 CY = $150 2. Labor: o 3 laborers x 6 hours x $96/hour = $1,728. 3. Equipment: o Truck (e.g., dump truck): $120hr o Loader: $150hr o Excavator: $200hr o Cost: 6 hours = $2,820. 4. Other Costs: o Tra ffic control (2 ﬂaggers, signs, SecƟon 1-10.2(1)): $1,000/day x 1 day = $1,000 o Tes Ɵng (compacƟon, SecƟon 7-08.3(2)): $400 Total Es Ɵmated Cost x Range: ~ $6,598 "!# $&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$1758&.͕ϟ͏# ͓͐͏.'((5(/2$'(5 # ͔͓͒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id Items BI A-76 Structure Ex - 2cy = $472.92 * 2 = $ 945.84 BI A-22 CB Type 1 - 1ea = $1800 * 1 = $1,800.00 Ductile Iron - No Bid item, est $179-$258/2= 218.50 * 7 = $1,529.50 Total est = $4,272.84 Contractor estimate incl markup $5,080 Difference in price is 16% NOTE-Per WSDOT markup is allowable 21% materials and 31% on labor. It is the opinion of The City and KBA this price is fair. "!# PO Box 160 * Bellevue, WA * 98009-0160 To: JESSE,CODEY jessem@activeconstruction.com, codeya@activeconstruction.com ACTIVE CONSTRUCTION CO (011500) 04/10/25 10:09:00am From: Michael Owens Phone: (253) 863-8600 x1521 Order Acknowledgement Non-Stocks, Special Orders or Engineered items may not be returnable. Those that are returnable are subject to a minimum 25% restock fee. Some orders may also have applicable freight charges not shown on this Order Acknowledgement. Your PO: Ordered By: Est. Ship Date: Shipping From: Project: Order Date: Order #: Ship VIA: Freight Terms: 24-023; CB & PIPE JESSE 04/10/25 Pacific Warehouse 24-0423 S. 7TH ST CORRIDOR IMP. 04/07/25 O8488089 OUR TRUCK FULL FRT ALLOWED, Estimated freight charge, 0.00 This is an estimate based on single shipment. Line# Item Unit Qty Price Ext. Price Tax 1 8" CL 52 DI PIPE TJ 18.25’ LENGTH ASPHALTIC FT 18.25 62.11 1,133.51 T COATED ANSI/AWWA C151/A21.51 AND CEMENT LINED ANSI/AWWA C104/A21.4 WITH SBR GASKET (IP523GTJ) Total 1,133.51 Freight 0.00 Tax 0.00 Grand Total 1,133.51 "!# Renton S 7th St Corridor Improvements #12 - RFI #012 Existing CB Station 101+76 Alignment RFI detail #12 RFI #012 Existing CB Station 101+76 Alignment Status Closed Created on Apr 1, 2025 by Jason Eley (Active Construction) RFI type Default RFI workflow Ball in court Jason Eley (Active Construction) Answered Apr 2, 2025 by Wayne Rollins (KBA, Inc.) Question Please see attached RFI or email sent by Codey Official response Wayne Rollins (KBA, Inc.): See comments By Wayne Rollins (KBA, Inc.) - Apr 2, 2025, 3:17 PM PDT Official response attachments RFI #012 EXISTING CB STATION 101+76 ALIGNMENT.PDF, Apr 2, 2025, 3:17 PM PDT References and Attachments Files (1) RFI #012 Existing CB Station 101+76 Alignment.pdf Impact Cost impact - Schedule impact - Created by Wayne Rollins with Autodeskp Construction Cloudȟ on Apr 2, 2025 at :1 PM PDT Page 1 of 2 "!# Renton S 7th St Corridor Improvements #12 - RFI #012 Existing CB Station 101+76 Alignment Other attributes Priority High Discipline - Category - Location - Location details - External id - Co-reviewer(s) PCO Number - Activities By At Wayne Rollins changed the status from Open Answered to Closed Official response: Wayne Rollins (KBA, Inc.): See comments changed the official response attachment to: RFI #012 EXISTING CB STATION 101+76 ALIGNMENT.PDF. set Ball in court to Jason Eley (Active Construction) Wayne Rollins Apr 2, 2025, 3:17 PM PDT Wayne Rollins changed the status from Open In Review to Open Answered Wayne Rollins Apr 2, 2025, 3:17 PM PDT Wayne Rollins added a response: See comments added the response attachment to: RFI #012 EXISTING CB STATION 101+76 ALIGNMENT.PDF. Wayne Rollins Apr 2, 2025, 3:17 PM PDT Wayne Rollins changed the status from Open Waiting for Submission to Open In Review changed the due date to Apr 2, 2025 changed the ID to 12 Wayne Rollins Apr 2, 2025, 1:02 PM PDT Jason Eley added a reference to a File RFI #012 Existing CB Station 101+76 Alignment.pdf Jason Eley Apr 1, 2025, 12:36 PM PDT Jason Eley (Active Construction) created this RFI in Open Waiting for Submission status and set Ball in court to Wayne Rollins (KBA, Inc.). Jason Eley Apr 1, 2025, 12:36 PM PDT Created by Wayne Rollins with Autodeskp Construction Cloudȟ on Apr 2, 2025 at 3:1 PM PDT 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±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esponse: Keep the existing CB and LID as is. Adjust the RIM to match the finished grade of the new curb. Add a new CB to the west at STA. 101+69.5. There will be approximately 2' of cover between the bottom of the proposed CB and the top of the existing 36" pipe. Priyanka Patel 04/02/2025 Wayne Rollins, NICET III 4/1/2025 "!# 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 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893 T 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 36 89 SD - 0 1 ST O R M D R A I N A G E P L A N SDSD CB - 1 , T Y P E 1 W/ T H R U - C U R B I N L E T ST A . 1 0 3 + 5 0 . 0 0 , 7 . 5 ' L T RI M = 2 5 . 1 2 IE = 2 1 . 5 ( 8 " ) N W 9 L F 8 " D I @ 1 . 0 % IE = 2 1 . 4 1 8 " D I S E KE E P T H E E X I S T I N G PI P E A S I S KE E P T H E E X I S T I N G C B A N D LI D A S I S . A D J U S T R I M T O MA T C H F I N I S H E D G R A D E O F NE W C U R B CB - 1 A , T Y P E 1 W/ T H R O U G H C U R B I N L E T ST A 1 0 1 + 6 9 . 5 , 1 1 . 8 0 ' L T RI M = 2 4 . 5 0 IE = 2 1 . 8 3 ( 8 " ) E 7 L F 8 " D I @ 1 . 0 % IE = 2 1 . 7 6 8 " D I W " ! # 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 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893 T 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 36 90 SD - 0 1 ST O R M D R A I N A G E P L A N CO N F O R M E D S E T Al i g n m e n t I s s u e " ! # Cu r b a n d G u t t e r Al i g n m e n t " ! # " ! # )$; 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±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u 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 20210 142nd Avenue NE Woodinville, WA 98072 F 425.482.2893 T 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 36 90 SD - 0 1 ST O R M D R A I N A G E P L A N CO N F O R M E D S E T Al i g n m e n t I s s u e " ! # Cu r b a n d G u t t e r Al i g n m e n t " ! # " ! # Renton S 7th St Corridor Improvements #27 - RFI #027 Fiber Vault Adjustment RFI detail #27 RFI #027 Fiber Vault Adjustment Status Closed Created on Jun 9, 2025 by Jason Eley (Active Construction) RFI type Default RFI workflow Ball in court Jason Eley (Active Construction) Answered Jun 17, 2025 by Wayne Rollins (KBA, Inc.) Question Please see referenced RFI attached. Official response Wayne Rollins (KBA, Inc.): See Document By Wayne Rollins (KBA, Inc.) - Jun 17, 2025, 8:40 AM PDT Official response attachments RFI #027 FIBER VAULT ADJUSTMENT-TG RESPONSE.PDF, Jun 17, 2025, 8:40 AM PDT References and Attachments Files (1) RFI #027 Fiber Vault Adjustment.pdf Impact Cost impact - Schedule impact - Created by Wayne Rollins with Autodeskp Construction Cloudȟ on Jun 17, 2025 at :1 AM PDT Page 1 of 2 "!# Renton S 7th St Corridor Improvements #27 - RFI #027 Fiber Vault Adjustment Other attributes Priority High Discipline - Category - Location - Location details - External ID - Co-reviewer(s)- PCO Number - Activities By At Wayne Rollins changed the status from Open Answered to Closed Official response: Wayne Rollins (KBA, Inc.): See Document changed the official response attachment to: RFI #027 FIBER VAULT ADJUSTMENT-TG RESPONSE.PDF. set Ball in court to Jason Eley (Active Construction) Wayne Rollins Jun 17, 2025, 8:40 AM PDT Wayne Rollins changed the status from Open In Review to Open Answered Wayne Rollins Jun 17, 2025, 8:40 AM PDT Wayne Rollins added a response: See Document added the response attachment to: RFI #027 FIBER VAULT ADJUSTMENT-TG RESPONSE.PDF. Wayne Rollins Jun 17, 2025, 8:40 AM PDT Wayne Rollins changed the status from Open Waiting for Submission to Open In Review changed the ID to 27 Wayne Rollins Jun 11, 2025, 11:19 AM PDT Sent to Design Wayne Rollins Jun 9, 2025, 10:19 AM PDT Jason Eley added a reference to a File RFI #027 Fiber Vault Adjustment.pdf Jason Eley Jun 9, 2025, 7:19 AM PDT Jason Eley (Active Construction) created this RFI in Open Waiting for Submission status and set Ball in court to Wayne Rollins (KBA, Inc.). Jason Eley Jun 9, 2025, 7:19 AM PDT Created by Wayne Rollins with Autodeskp Construction Cloudȟ on Jun 17, 2025 at 8:41 AM PDT 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( 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. 6/16/25Kristen Cassias (Transpo)/ Priyanka Patel (LDC) 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. "!# 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 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 23 . 8 2 26 . 4 9 W/ V A N E D G R A T E 16 . 0 ' 30 0 + 2 8 30 0 + 2 8 26 . 6 9 14 L F 1 2 " D I @ 0 . 5 % S, E 23 . 7 " ! # 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 # 2 - L i d w i l l be p o u r e d i n c u r b 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 # 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 . 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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 # 2 - L i d w i l l be p o u r e d i n c u r b 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 # 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 . " ! #