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CAG-20-065 -Duvall - Request for Information
CAG-20-065 Duvall Ave NE RFI Log updated 1/12/2023 In progress RFI Title Dates Comments Received Responded 001 Banner Arm &Brackets Removal 10/12/2021 10/14/2021 Delete banner arm &brakcet from S.L. poles 002 Fiber Optic Connectors 10/27/2021 11/4/2021 Confirmed,SC connectors per S.P.8-20.3(18)E 003 "COMM" 10/29/2021 11/8/2021 City provided clarifiation for Jbox labeling City provided emergency service contacts and TCE 004 Notifications 12/16/2021 12/16/2021 contacts 005 Survey Control 1/4/2022 1/4/2022 PMX reestablished survey control 1-7-22 006 Gutter Slope 1/14/2022 1/19/2022 super elevation info added 007 PSE Power Source Control 1/19/2022 1/21/2022 Contractor directed to PSE plans in appendix 008 Wall Revisions 1/27/2022 2/7/2022 New wall detail coming 009 Trench Patch 2/10/2022 2/15/2022 HMA for patches incl in contract provisions 010 Steel for Water Main Blocking 2/10/2022 2/15/2022 Steel required for anchor blocks only 011 Utility Vault Locations 2/15/2022 2/15/2022 012 Luminaire No 8 Foundation 2/17/2022 2/22/2022 draft sent to PMX for review 013 Plastic Line 2/25/2022 2/25/2022 014 Magnolia Stellata 3/3/2022 3/30/2022 Jordan W review 015 Relocate Existing Flashing beacon on exit foundation 3/9/2022 3/10/2022 016 2-Ft Pave Back depth 4/1/2022 4/7/2022 017 Thrust Block for FH's 4/12/2022 4/13/2022 018 MegaLug in lieu of Shackle Rods 4/28/2022 4/28/2022 019 Street Light Foundation for L11 5/5/2022 5/6/2022 020 Signal Pole 1 Foundation 6/6/2022 6/6/2022 21 PSE Phasing of Work 6/7/2022 6/9/2022 022 PSE Disconnect 6/8/2022 6/9/2022 023 Street Light De-energize 6/16/2022 6/17/2022 024 FO and Power Conduit 6/30/2022 7/5/2022 025 Conduit clarification 7/6/2022 7/8/2022 026 Landscape Hatch 10/10/2022 10/11/2022 027 Landscape Substitution 12/2/2022 12/5/2022 028 Fertilizer 1/5/2023 1/12/2023 029 Irrigation Valve Box 1/5/2023 1/5/2023 CAG-20-065 Duvall Ave NE RFI Log updated 10/21/2022 In progress RFI Title Dates Comments Received Responded 001 Banner Arm&Brackets Removal 10/12/2021 10/14/2021 Delete banner arm&brakcet from S.L.poles 002 Fiber Optic Connectors 10/27/2021 11/4/2021 Confirmed,SC connectors per S.P.8-20.3(18)E 003 "COMM" 10/29/2021 11/8/2021 City provided clarifiation for box labeling City provided emergency service contacts and TCE 004 Notifications 12/16/2021 12/16/2021 contacts 005 Survey Control 1/4/2022 1/4/2022 PMX reestablished survey control 1-7-22 006 Gutter Slope 1/14/2022 1/19/2022 super elevation info added 007 PSE Power Source Control 1/19/2022 1/21/2022 Contractor directed to PSE plans in appendix 008 Wall Revisions 1/27/2022 2/7/2022 New wall detail coming 009 Trench Patch 2/10/2022 2/15/2022 HMA for patches incl in contract provisions 010 Steel for Water Main Blocking _ 2/10/2022 2/15/2022 Steel required for anchor blocks only 011 Utility Vault Locations 2/15/2022 2/15/2022 012 Luminaire No 8 Foundation 2/17/2022 2/22/2022 draft sent to PMX for review 013 Plastic Line 2/25/2022 2/25/2022 014 Magnolia Stellata 3/3/2022 3/30/2022 Jordan W review 015 Relocate Existing Flashing beacon on exit foundation 3/9/2022 3/10/2022 016 2-Ft Pave Back depth 4/1/2022 4/7/2022 017 Thrust Block for FH's 4/12/2022 4/13/2022 018 MegaLug in lieu of Shackle Rods 4/28/2022 4/28/2022 019 Street Light Foundation for L11 5/5/2022 5/6/2022 020 Signal Pole 1 Foundation 6/6/2022 6/6/2022 21 PSE Phasing of Work 6/7/2022 6/9/2022 022 PSE Disconnect 6/8/2022 6/9/2022 023 Street Light De-energize 6/16/2022 6/17/2022 024 FO and Power Conduit 6/30/2022 7/5/2022 025 Conduit clarification 7/6/2022 7/8/2022 026 Landscape Hatch 10/10/2022 10/11/2022 1/5/23,7:44 AM Respond To RFI RFI 29 Gray&Osborne CMS CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Thursday,January 5,2023 VIEW RFI Subject: Irrigation Valve Boxes Date: 2023-01-05 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Attachments: FILENAME RFI029Irrigation ValveBoxes.pdf (https://gocros2.g rayandosborne.com/renton_2059300//uploads/rfi/29/RF I029I rrigation Valve Boxes.pdf) Date Reply Requested By: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=29 1/2 1/5/23,7:44 AM Respond To RFI 2023-01-09 Cost Impact?: O Y ON QQ To Be Determined If"Y"Specify Amount: 0 Time Impact?: O Y ON QQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@pa ra metrix.co m,drom an-sa nchez@g-o.com,flee@rentonwa.gov,tstafford @g- o.com Optional emails: Return https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=29 2/2 REEDG TRUCKING & EXCAVATING `EXCELLENCE IN CIVIL CONSTRUCTION 5it.:_ • 2207 Inter Ave Suite A Puyllup, WA 98372 (253) 841-4837 REQUEST FOR INFORMATION RFI #: R029 Date Requested: 12/28/2022 Project: Duvall Ave NE Attention: Response Required: ASAP Subject: Irrigation Valve Boxes Specification: 9-15.5 Plan Sheet: LS9 Problem: It is atypical to COR irrigation standards to use caste iron valve boxes throughout planters for all control and miscellaneous irrigation valve boxes. We can understand using caste iron or concrete boxes for the point of connect assembly,but the control valves and other miscellaneous valves should use standard plastic valve boxes like those attached. Please advise if this is acceptable. The NDS Pro-Spec series boxes are acceptable, Engineer's Response: please resubmit on the CMS for acceptance. Requested By: Dustin Wright,Vice President .. �. i' " ' gyp'+. # • ' . 4r Sy4.1'"`• ^. . %� - .t a \ 11 .... N DS c) Valve Boxes "NIIIFIr We put water in its place TheMost Complete ProductO e ff rin Now, consolidated into two product series to make finding what you need and ordering it easier than ever before. 0 NDS® Standard Series Quality features at a good value fin_ I lid_ =i NDS® Pro Spec Series0 P. Commercial grade with enhanced features at , oit 6" Round 10" Round 14"x 19" 13"x 20" 13"x 24" 17"x 30" NDS Standard Series ✓ V NDS Pro Spec Series Download our Mobile App- Search for NDS Drainage S gpp'Store V=s ` Take the powerful resources of the NDS site with you on the go! GET ITON ilkAccess our product catalog, online calculators and planning tools. Google Play ndspro.com Why NDs® Valve Boxes • NDS is The #1 Stocked Valve Box Brand at U.S. Distributors. And NDS is the only brand you'll find everywhere. Biggest Portfolio of Products. NDS offers more sizes, more colors, more markings than anyone else. Performance & Durability. From installation to long-lasting quality — NDS manufacturers their valve boxes to exacting specifications. ••• © O MADE IN rri USA • •• eo ,. Made in More Color More Size Fits Any Available America Options Options Application Nationwide ANDS Standard Series 6" Round Valve Box I 28 SKUs Box Options Black, Green, Sand, Purple ICV(black/green/sand/brown),Water(green), Lid Options 1/ Sewer(green), Reclaimed (purple/black) ill 10" Round Valve Box I 27 SKUs Box Options Black, Green, Sand, Purple ICV(black/green/sand/brown Water(black/green), Lid Options Sewer(green), Reclaimed(c een/purple/black) 14" x 19" I 29 SKUs Box Options Black, Green and, Purple, Extensions(8 SKUs) ICV(blac green/sand/brown), Water(black/green), Lid Options Sewer •reen), Reclaimed (black/green/purple), Electric (green) 13" x 20" 21 SKUs Box Optio s Black, Green, Sand, Purple, Extensions(8 SKUs) ICV(black/green/sand/brown),Water(black/green), Lid Options 111 Sewer(green), Reclaimed(purple/black) Visit ndspro.com for specs,detail drawings and case studies Pro Spec Series 10" Round Valve Box ( 33 SKUs 1111 Box Options Black, Green, Purple, Sand, Gray ICV (black/green/sand/brown), Water (black/green), Lid Options Sewer (green), Reclaimed (green/purple/black), Electric (gray) 14" x 19" I 34 SKUs Box Options Black, Green, Sand, Gray, Purple ICV(black/green/sand/brown), Water(black/green), Sewer(green), Lid Options Reclaimed(black/green/purple), Electric(gray/green) 13" x 20" I 24 SKUs Box Options Black, Green, Purple, Sand ICV(black/green/sand/brown),Water(black/green), Lid Options Sewer(green), Reclaimed (purple/black) 13" x 24" I 11 SKUs Box: 15" & 12" / ! ' Black, Green, Purple Tall Options 11%.(4. ICV(green), Water (green), Sewer(green), L �� Lid Options Reclaimed (purple) 17" x30" I 21 SKUs Box: 15" & 18" Black, Green, Purple, Gray Tall Options ICV(green), Water(black), Sewer(green), Lid Options Reclaimed (purple), Electric (gray) Visit ndspro.com for: NDS Customer Service 851 N.Harvard Ave.,Lindsay,CA 93247 (j +- tools/ I Case Design i Request Phone:800.726.1994.559.562.9888 Videos I �' _ Calculators l�riJ Downloads - Studies . Worx ( e a Quote Fax:800.726.1998•559.562.4488 1/5/23,7:40 AM Respond To RFI RFI Gray &Osborne CMS 28 CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in logout(view_rfi.cfm?MM_logout=l) Thursday,January 5,2023 VIEW RFI Subject: Fertilizer Date: 2023-01-05 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Attachments: FILENAME RFI028Fert.pdf (https://gocros2.g rayandosborne.com/renton_2059300//uploads/rfi/28/RF 1028Fert.pdf) Date Reply Requested By: https://gocros2.grayandosbome.com/renton_2059300//view_rfi.cfm?rfi_id=28 1/2 1/5/23,7:40 AM Respond To RFI 2023-01-09 Cost Impact?: Y 0 N IC To Be Determined If"Y"Specify Amount: 0 Time Impact?: O Y ON QQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: ccla rk@ pa rametrix.com,d roman-sa nchez@g-o.com,flee@rentonwa.gov,tstafford @g- o.com Optional emails: Return https://gocros2.grayandosbome.com/renton_2059300//view_rfi.cfm?rfi_id=28 2/2 REED ..C. TRUCKING & EXCAVATING 'EXCELLENCE IN CIVIL CANStkvf_-ION SINCE 199a• 2207 Inter Ave Suite A Puyllup,WA 98372 (253)841-4837 REQUEST FOR INFORMATION RFI #: R028 Date Requested: 12/28/2022 Project: Duvall Ave NE Attention: Response Required: ASAP Subject: Fertilizer Spec for Seeding Specification: 9-14.4 Plan Sheet: LS1-LS3 Problem: Green City and our fertilizer suppliers have been unable to source a product that meets the exact specifications of the seeding fertilizer for Duvall Ave NE. We can get close with the attached Replenish Fertilizer spec, but a few parameters(N-P-K analysis or otherwise)will not meet those defined in the specifications. Please provide the exact product from which the specification was built or allow for a comparable substitution. The Replenish Fertilizer attached is more than sufficient for establishment of hydroseeded areas. Engineer's Response: _The Replenish 10-2-5 Fertilizer is acceptable. 'Ilk Requested By: Dustin Wright,Vice President Seed of the following composition, proportion, and quality shall be applied at a rate of 200 pounds per acres on areas requiring seeding, fertilizing, and mulching: Pounds of Pure Kind and Variety of Seed in Mixture Live Seed Per Acre Perennial Rye (Lolium perenne) 60.0 Hard Fescue (Festuca Spp.) 20.0 Kentucky Bluegrass (Poa pratensis) 20.0 Total: 80.0 Fertilizer for Seeding, Fertilizing, and Mulching Fertilizer for seeding, fertilizing, and mulching shall consist of processed granulated organic substances. Organic substances for primary plan nutrients may be comprised of fungal and/or bacterial biomass, vegetatively derived nutrients, or composted animal byproducts. No animal or human waste product-based materials will be accepted. Fertilizer shall contain the following: Organic substances 50% Total carbon/nitrogen ration Total nitrogen >_12% Water soluble nitrogen 5.0.10% Available phosphorous as P202 4% Soluble potash as K2O 8% Calcium 2% Fertilizer shall be applied at the manufacturer's recommended rate for seeded areas. The fertilizer formulation and application rate shall be approved by the engineer based on the manufacturer's guaranteed statement of analysis and recommended application rates before use. • Section 8-02.3(11)B BARK OR WOOD CHIP MULCH o The first paragraph located on page SP-151 is revised to read as follows: Section 8-02.3(11) is supplemented by the following: (***Renton***) Bark Mulch Placement Bark mulch shall be a medium grind Hemlock/Fir mix placed to a uniform compact depth of 2 inches over all shrub and groundcover planting areas, in all planting saucers around trees and where indicated on the drawings as a mulch only groundcover. • Section 9-29.13(10)A AUXILIARY EQUIPMENT FOR NEMA CONTROLLERS o The third paragraph located on SP-217 is revised to read as follows: Ethernet Switch The RUGGEDCOM is a utility-grade, fully managed Ethernet switch, providing six or eight ports of Gigabit Ethernet. Six 10/100/1000BaseTX triple speed copper Duvall Avenue NE ADDENDUM NO.3 TED4004100 April 29,2021 Page 3 of 6 Replenish 10- 2-5 7:4"H'qt1 All Purpose Organic Fertilizer EARTHWORKS NATURAL ORGANIC PRODUCTS , INC; . Replenish 10-2-5 is an ammonium sulfate Formulated Natural Organic Fertilizer. FORMIJLATED This product is a combination of soluble ammonium sulfate nitrogen and rich corn- DRY posted Replenish fertilizer.Ammonium sulfate is ideal for spring and fall applications to release tied up calcium while providing a soluble form of nitrogen.When blended ORGANICS with the EarthWorks Replenish compost and other nutrients, a powerful fertilizer is created that feeds both the soil and the plant. Chicken The Replenish line of Fertilizers are complex Formulated Dry Organics. Compost EarthWorks is dedicated to formulating the most agronomically complete products available. We have over 20 years of experience in working with biological soil man- agement programs and our fertilizers are designed to maximize the microbial activity Ammonium in any soil, providing a healthy environment for plants to flourish. Healthy soil pro- Sulfate motes a healthy plant. We start with mineral rich poultry compost from egg laying birds that has gone through two digestion cycles.This double-digestion process, results in a compost with readily available nitrogen, phosphorus, potassium for the plant and carbon for soil microbes. Once the raw material has been composted, a Methylene Urea large percentage of rock mineral is added.The final product is a combination of sus- tainable & readily available compost with needed minerals. The Replenish products do much more than provide nutrients to the plant,They do Sulfate of Potash the same for the soil! The EarthWorks Formulated Organics replenish these needed minerals and composts to both the soil and the plant for lost lasting color and growth. EartNNorkTM Natural Organic Products 1500 Uhler Rd. Easton, PA 18040 800-732-8873 Fax: 610-250-7840 soilfirst.com Available in greens grade,standard grade Replenish 10- 2-5 EarthWorks is the only major manufacturer of Natural Organic fertilizers to use a truly agronomic approach to formulating products. For over twenty years we have been developing soil and plant focused products. Replenish 10-2-5 is a Formulated Organic. It is 70%composted material,while the rest of the formula is made up of ammonium sulfate,methylene urea,and sulfate of potash.The carbon helps to stimulate soil microbes and the nutrients replenish the soil from the loss taken by the constant uptake by plants.The nutrient value of 10-2-5 is significant. Although these nutrients are not all immediately soluble, they are sustainable and plants can use them when they need them most. Guaranteed Analysis Total Nitrogen(N) 10.00% Derived From: Composted poultry manure, 4.20%Ammoniacal Nitrogen ammonium sulfate,methylene urea and sulfate 1.25%Other Water Soluble Nitrogen of potash. 4.55%Water Insoluble Nitrogen Available Phosphate(P205) 2.00% Soluble Potash(K20) 5.00% Calcium (Ca) 7.00% Sulfur(S) 6.00% 6.00%Combined Sulfur(5) ALSO CONTAINS NON-PLANT FOOD INGREDIENTS: Guaranteed Analysis 70%-Organic matter(derived from composted poultry manure,contains carbon) 30%-Total Other Ingredients Organic matter in the composted poultry manure is a source of carbon that serves as food for soil microbes APPLICATION RATES & PROGRAMS: Directions for Use Turf(all grasses) Apply 5 pounds of 10-2-5 per 1000 square feet of turf area(1/2 lb of nitrogen per 1000 sq ft),2 to 4 times a year as needed.For best results,adequate irrigation should be practiced after application and throughout the growing season. Shrubs(1 to 4 feet of canopy) Apply 1 pound of 10-2-5 around the base of the plant and lightly work into the soil,being careful not to disturb surface roots.Larger shrubs or stressed plants will benefit from larger feedings.Apply in Spring and Fall,thoroughly watering after each application. Trees For young or small trees(1 to 3 inch diameter)apply 2 to 3 pounds of 10-2-5 per inch of trunk diameter evenly under the canopy drip line.Increase the application rate to 3 to 4 pounds for larger trees.Apply in Spring and Fall,thoroughly watering after each application. EarthWorks Natural Organic Products e 12/2/22,3:25 PM Respond To RFI RFI NO 27 Gray&Osborne CMS CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Friday,December 2,2022 VIEW RFI Subject: Substitute Plants Date: 2022-12-02 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Attachments: FILENAME R FI027SubstitutePlants.pdf (https://gocros2.grayandosborne.com/renton_2059300//uploads/rfi/27/RF 1027SubstitutePlants.pdf) Date Reply Requested By: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=27 1/2 . - 12/2/22,3:25 PM Respond To RFI 2022-12-06 Cost Impact?: o Y ON QQ To Be Determined If"Y"Specify Amount: 0 Time Impact?: O Y ON QQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: ccla rk@pa rametrix.com,d roma n-sanchez@g-o.com,flee@rentonwa.gov,tstafford @g- o.com Optional emails: Return https://gocros2.grayandosborne.com/renton_2059300//view rri.cfm?rfi_id=27 2/2 2207 Inter Ave.,Ste.A Puya up,WA 98372 REED C. Office:(253)841-4837 TRUCKING & EXCAVATING Fax:(253)841-4816 REQUEST FOR INFORMATION RFI#: R027 Date: 12/02/2022 Project: Duvall Ave Ne Attention: Reply Required: ASAP Subject: Plant Substitutions Specification: Plan Sheet: Problem: The Starlight Dogwood is no longer available. It sounds like the nursery supplying my broker sold them out from underneath us. The hypericum perforatum St John's Wort is also not available. Those did not do well in the extended summer. Here is what my broker is suggesting. I am scrambling to find the starlight dogwoods elsewhere, but the pickings are slim. Moreover,the starlight dogwood is rated for zone 7. We are zone 8 which is colder so I doubt it would do well here. 44 2" caliper Starlight Dogwood- sub with Aurora Dogwood(plant info attached for reference) 105 Hypericum Perforatum St Johns Wort- sub with either Vinca Minor or Liriope After speaking with more nurseries today. We can offer the following as similar subs. They are not dogwoods, but have similar growing habits and are appropriate for the location in question: • Tupelo Tower Sourgum • Golden Bell Tower Parrotia • Japanese Snowbell It may make sense for the owner's rep to contact me directly to discuss sub options and mentality if you are ok with that. The type of tree is going to depend on what the owner was looking to accomplish with the original tree. That will help streamline our efforts. Andrew Falaniko (425) 753-1337 2207 Inter Ave., Suite A Puyallup, WA 98372 OFFICE: 253-841-4837 ,.,FAX 253-841-4816 REED C. 2207 Inter Ave.,Ste.A Puyallup, WA 98372 Office:(253)841-4837 TRUCKING & EXCAVATING Fax:(253)841-4816 Engineer's Response: _The Aurora Dogwood is acceptable as a substitute for Starlight Dogwood. The Cotoneaster dammeri 'Lowfast' (Lowfast Cotoneaster) is acceptable as a cuhstitittp for Hypericum Perfnratum (St Inhn'c Wart),in lieu of the c""ggested alternatives. 12/5/22 Requested By: Shawn Reed, Project Manager 2207 Inter Ave., Suite A Puyallup, WA 98372 OFFICE: 253-841-4837 — FAX 253-841-4816 OSU College of Agricultural Sciences - Department of Horticulture » Oregon State OMI'/[t511Y Landscape Plants Cornus x elwinortonii Starlight® Common name: Starlight Dogwood Pronunciation: KOR-nus el-win-or-TON-e-i Family: Cornaceae Genus: Cornus Synonyms: Cornus 'KN4-43' Cornus Starlight Type: Broadleaf Native to (or naturalized in) Oregon: No Broadleaf deciduous tree, may reach nearly 30 ft (10 m) tall and 23 ft (7 m) wide, densely branched, upright oval crown. Leaves simple, opposite, elliptic shape, tip apiculate, margin entire, upper surface glossy green; fall foliage may be reddish. Inconspicuous true flowers are surrounded by creamy white bracts that are comparable in size to those of C. kousa Fruit cluster is a round mound with flattened base, orange-red color, most fruit are parthenocarpic (without seed) as the plants are highly cross- sterile, as well as self-incompatible, and hence very few seeds develop. Part shade. Best in well-drained, acid soils high in organic matter. Disease and insect resistance similar to that of one of its parents, Cornus kousa. > Hardy to USDA Zone (6)7 From a cross of C. kousa x C. nuttallii by Dr. Elwin Orton of Rutgers University (patent, PP16,293; 2006), a dogwood hybrid of the Jersey Starr" series, which also includes Venus®. The name Cornus x elwinortonii[PhytoKeys (55:93-111, 2015)] designates the hybrid created between Cornus kousa and Cornus nuttallii by Elwin Orton. Oregon State Univ. campus: several on the west side of Gleeson Hall. Click image to enlarge a 111111411m- flowers and leaves plant habit, flowering �h a a4• ; :„ I0 • ' igiUc/ plant habit and leaves, fall fruit development Genus Cornus > Tatarian Dogwood Cornus alba ) Tartarian Dogwood Variegated Dogwood Cornus alba'Argenteo-marginata' ) Variegated Tatarian Dogwood Variegated Tatarian Dogwood Cornus alba'Elegantissima' > Variegated Dogwood Siberian Dogwood Cornus alba'Hessei' Hessei Dogwood Ivory Halo Dogwood Cornus alba Ivory HaloTM ) Ivory Halo Tatarian Dogwood Cornus alternifolia ) Pagoda Dogwood Cornus amomum > Silky Dogwood Bunchberry Cornus canadensis f Evergreen Dogwc,__ Cornus capitata Bentham's Cornel Himalayan Strawberry Tree Cornus controversa Giant Dogwood June Snow Giant Dogwood Cornus controversa'June Snow' June SnowTM Dogwood Cornus drummondii ) Rough-leaved Dogwood Cornus'Eddies White Wonder' a Eddie's White Wonder Dogwood Cornus x elwinortonii Starlight® Starlight Dogwood Flowering Dogwood Cornus florida ) Pink Flowering Dogwood Cornus florida'Golden Nugget' Golden Nugget Dogwood Tricolor Dogwood Cornus florida'Welchii' ) Welchii Dogwood Kousa Dogwood Cornus kousa f Asian Dogwood Chinese Dogwood Cornus kousa'Gold Star' Gold Star Dogwood Cornus kousa'Radiant Rose' Radiant Rose Dogwood Cornus kousa Scarlet Fire® y Scarlet Fire Dogwood Cornus kousa'Sunsplash' Sunsplash Dogwood } Cornus kousa'Wolf Eyes' Wolf Eyes Dogwood Cornus mos f Corneliancherry Dogwood Pacific Dogwood Cornus nuttallii ) Western Dogwood Cornus nuttallii'Goldspot' Goldspot Dogwood, Japanese Cornelia ,,_ )gwood Cornus officinalis ) Korean Cornelian Dogwood > Chinese Cornelian Dogwood Cornus'Porlock' ) Porlock Dogwood Gray Dogwood Cornus racemosa ) Red Panicle Dogwood Cornus x rutgersensis Celestial0 Celestial Dogwood Cornus sanguinea a Bloodtwig Dogwood Cornus sanguinea'Midwinter Fire' Midwinter Fire Dogwood Redosier Dogwood Cornus sericea ) Redtwig Dogwood American Dogwood Golden Twig Dogwood Cornus sericea'Flaviramea' ) Yellow Twig Dogwood Kelsey Dogwood Cornus sericea'Kelseyi' ) Kelsey Redosier Dogwood Tatarian or Tartarian Dogwood Cornus sericea subsp.sericea ) Siberian Dogwood Cornus stolonifera Redosier Dogwood Cornus Venus® ) Venus Dogwood Contact Info Patrick Breen, CPN (Certified Plant Nerd) Patrick.Breen@oregonstate.edu Copyright©2022 Oregon State University Disclaimer 12/2/22,10:28 AM Cornus'Rutban'AURORA-Plai ier *Home Support the Garden Members Shop Volunteer Jobs Media Contact A A A it, MISSOURI BOTANICAL GARDEN sf « hl Visit Things To Do Learn&Discover Gardens&Gardening Sustainability Plant Conservation Plant Science About CTardeninv, Cornus 'Rutban' AURORA 44 Like Plant Finder?Ensure Helpits ongoing development , with your support. Back to Previous Page Donate\ouw Lawn,Landscape& Type:Tree Garden Design Family:Cornaceae Edible Gardening Zone:5 to 9 Advice,Tips&Resources Height:14.00 to 18.00 feet Plants of Merit Spread: 18.0o feet Sustainable Gardening Bloom Time:14.0o April to to May Gardening Education& ® Bloom Description:White bracts Classes Sun:Full sun to part shade Visit the Center for Home Gardening NO IMAGE AVAILABLE Water:Medium Gardening Help Site Map Maintenance:Low Suggested Use:Flowering Tree Flower:Showy Leaf:Good Fall Gardening Help Search Attracts:Butterflies Tolerate:Deer Search Garden locations Join our Horticulture Staff Culture Best grown in average,medium moisture,well-drained soils in full sun to part shade. Determine Your Prefers moist,organically rich,acidic soils in part shade.Benefits from a 2-4"mulch Growing Zone which will help keep roots cool and moist in summer. Plant Noteworthy Characteristics Finder Corpus is a genus of about 45 species of mainly deciduous shrubs and small trees. Genus name comes from the Latin word cornu meaning horn in probable reference to the strength and density of the wood.Cornus is also the Latin name for cornelian cherry. AURORA is a hybrid dogwood(Cornusflorida x Cornus kousa)that was developed by Elwin R.Orton,Jr.as part of the Stellar series of dogwoods released by Rutgers University.It is noted for its vigorous habit,large-bracted flowers,profuse bloom and resistance to anthracnose and dogwood borer.It is a small deciduous tree with a dense, upright habit.It has a uniform width from top to bottom,typically maturing to 14-18'tall and as wide.Flowers bloom in spring.The true dogwood flowers are actually tiny, yellowish green and insignificant,being compacted into button-like clusters.However, each flower cluster is surrounded by four showy,petal-like,white bracts which open flat, giving the appearance of a single,large,3-5"diameter,4-petaled,white flower.Floral bracts on this cultivar are rounded and overlapping.Oval to elliptic,dark green leaves(4- 6"long)turn attractive shades of purple in fall.AURORA is sterile and does not produce fruit.It is sometimes sold in commerce under the name of Cornus x rutgeriensis.U.S. Plant Patent PP7,2o5 was issued on March 27,199o. Problems Dogwood,when stressed,is sit: eptible to a rather large number of disease problems the most serious of which is dogwood anthracnose.Also susceptible to leaf spot,crown canker,root rot,powdery mildew and leaf and twig blight.Stressed trees also become vulnerable to borers.Leaf miner and scale are less serious potential insect pests.Leaf scorch may occur in full sun locations,particularly in hot,windy or droughty conditions. AURORA is noted for having good resistance to anthracnose and dogwood borer. https://www.missouribotanicalgarden.org/PlantFinder/PlantFinderDetails.aspx?taxonid=293205 1/2 12/2/22,10:28 AM Comus'Rutban'AURORA-Plan ar Uses Popular as a specimen or small grouping on residential property around homes,near patios or in lawns.Also effective in woodland gardens. Back to Previous Page Thank You! 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Plansheet: LS1 to LS4 Spec: Other: Original RFI Request: Green City formally requests a landscape plan(sheets LS1 to LS4)highlighting the locations of synthetic turf vs.the Mediterranean heath.The digital plans do not dequately show the difference between these two hatch marks,even when enlarged 5-10 imes.The two look almost identical and will undoubtedly cause problems during installation if not addressed.Please advise. Attachments: • No attachments • https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=26 1/2 10/10/22, 11:13 AM Respond To RFI Date Reply Requested By: 2022-10-11 Cost Impact?: D Y ON 0 To Be Determined If"Y"Specify Amount: 0 Time Impact?: 0 Y 0 N OQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: ccl a rk@pa ra metrix.com,droman-sanchez@g-o.com,fl ee@rento nwa.gov,tstafford @g- o.com Optional emails: Response: The only synthetic turf proposed is within the west planter strip. See revised hatch on plan revisions on sheets LS1-101122, LS2-101122, LS3-101122 and LS4-101122. 10-12-22 https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=26 2/2 . w I E.. I LEGEND: ,,`R..' MING♦AUS ID nexam // e` MM 9 .... g PLANT LEGEND: Di © -"�--_�— i.... _— . SUBMIT DOGWOOD 882400 _ _ ._ An MAGNODA DUVALL AVENUE NE — ________-- 0.. aO VAWDRD MAIDEN Goss pA.EmBWDDDPmRITILN CE VILLA nano Dour r----► ---- -'— -- 2S o BRUT BIM.DOGWOOD I II I — s II I I I I — :•::;.1 NEBREARAFIF„NHN,,H i I I — n1F.vow.uum. 11.1 > PLAN Q ND x uRF ® FILM*"° ° DIDNDE W NOTES: ^.� L ALL WORK SHALL BE PERFORMED TO OWFN.,RREPRESENTATMpnKt _.. ��.'� SUBSTITUTIONSBHAEE OF FERMrtrt 1. DWmN)UlWRp = NRB F R ... ■ � ._.. — __. PLANT SCHEDULE MAILSB _. .I GExFMHD._.__.. __, ._..__..v.> LANDSCAPE BEDS SHALL UDEM LT tr., DEPTH TOPSOIL All u B1� A ® DUVALL AVENUE NE PROPOSED.. ovosFMAu rAo'47+ :4e"rt SHALL ECENE:DFinI TOPSOIL a41f ,._ — — _ .E. —I _�.1 — 90,.Do DA M o MAD ara Riot HDSwF E PLAN 0• ..,...'. x ® I a. LS1-101122 3 n. N...... CITYF... rpr DWALLAVE NE ROAM. MOMS - - °Q Pat. arametrix CONFORMED SET 1.12.6 01 PIAMINGPL.N =1 RFI]N-REVISE HATCH TLS 10r22 /� s a RC N1nu G.IElhal BEGIN PROTECT TO STA 902.50 1141111 MOM0em1a. I r I M.I OM_ !.. . SHEET 1 OF 9 >IDFmo n o.M. w ' LEGEND: I I _ct\5 xD x I,-F I Q NA TREES ro F�µ . .w%°.�.,v-.-- ,' i .' - i-__ - o_._ 'iiiiAPLANT LEGEND: \ n¢ anuaE OOOWDOD of —� ® DUVALL AVENUE NE �� 0 g n a , .R...OW N- ➢o NSW \\RyEEBR f0f;'BB - ® — — -' - I ValilEGATEO MAIO.cR. W t RRwrsWODOPOW,ML x z - _ . .--- nEEuonRo wnur f y 1 f/it/ F:•>:;•:a gD ERE..E x A PLAN _ �jI I . kV.VERNON Man cii)i GEEEE _rmrx 2- En nu a' re... ur,x RrrRwEo rorsrnE NOTES: OWNERS RE➢xEAxFn VI/OWxEz S Q ' ' I MANS SHALL BF i ...... --•. - flry iMAIMEDED WDxolrt?RICE APPROVAL SEE S EFT.56 M R PUNY SCHEDULE,DV MS, JBE�w o�"Fo12- W w RWAAS(PROPOSED MO INOOf Mall 4 i o E«RNl!UMW DEPTH TOISO a � — — Er.s = ! B m . , k _ ' Pr ASJC r\^-':- .J` : ,,,xR . ..: R ksGO rab i r ebl 't: _ r uxmuvE Z DUVALL AVENUE NE uw 7 =__ .. -_-__• z Fes,..,.. ,... I , J R rrrf t54. PLAN ap g [LS2-101122 1 j. +`aw;°q in co CITY OF REMON DUVALL AVE NE LS2 N�"�.,o u®"e F Mai a CONFORMED SET PLANTING PLAN Rnx-xx�wxBmi J ....Y...".'..�� .wnm®mmeEUNa VVA 90N50 TO 5TA 913+Op MA R,rl anima .�.ro._.. L..L W ate.w�wmws.zex m + wq[I SHEET 2OF9iam an 71 CO fa LEGEND: l� COSTING TRIES TOMINN w . x w �� ---_ m PLANT LEGEND: ill J DUVALL AVENUE NE O STTAMrt DOGWOOD ¢` t!e27pY- f t(OA7l� �"•' fX40 '®tfg03lTa 15 t` ^' .. ++�4 nF•a _ — nr•a — — of tm nu MAGNOLIA, _ i 0 rAaEc.EO M.mN cuss VI a (�� -y Q Aeeonrarrare..w000 rare.. "IL ti a STEM ma mix( -- .g..vx Ek7?d•iAtitiviivi::.• O msn umwcv«.wvm PLAN a (` MATHSEYENRfT �;;•;;1 SminAw.•EI EMEM MT.VIMON WAR 'L A ®swim pm f . ;_______ MAWR,IAWN i ** / .... , z \ J _ l' i NOTES' EDTD v 5 OMNE.s EVEEVNT.TNvaNNEA $ w . —•__.. z NORANTNurexw_ - 8 n!wa , — 'n'_°°� SUBSTITUTIONS SW.BE —_ all,... H« < saFO¢onu�iS,• - _ — — _ ._ Ea.ao — T UNE/.No — DUVALL AVENUE NE L., zI. Esoim� i - OiroNuirvO AUK(NNOntttOMO IN40.11,1u s FNE2'OWN TORO&F _ I PLAN N lMIQ I D® a F { A LS3-101122 n. . CRY OF RENTON DUVALL AVE NE a•.I...o LS3 MIT POINTING PLAN 1 RFl 26-REVISE MATCH Us 10r22 / � noSEnnoa•Set �.�_ menuoNw 0..:7/E.4. STA 913M0 TO SSA 93340 m o.moem. rn SHEET 3OF9 o.Ee a w+• _ — y — — — DUVALL AVENUE NE Y - • —_—: — _ ___ ___ LEGEND: NOTES: 1 �,nNGinEETOMIAMI AU K PERFORMED Ero p O fx1 11FPRESExi0.nVE/OwNFa. £ \ srnDa i wuvniuinoxiwxLF[ \ ® I�FF wsxEEnl MINT'.VNiNOD5 MN \ NRLEVaL. Er N F \ ! PLANT LEGEND: KANT SCHEDULE M.S.G Lss FOR A \\ _______________ MUGxi DOGWOOD s LMoswmx _ \ `1 0 n �rwOSeEOLV g ` ::;A�. jr-i«..X.M......74.: � Ji••Q17... MEASpECErvE 1DMDINODENiI,LI 3 ::.^. St {V:t.Y SJ.s ySu..J 5. ••• „r.;...:S4hti: SiM MAGNOLIA SxuL OEarxraoson s EregaY:,,.A :.r'iiZ.N. :a}is }rO AS O t BLoNDEDO/.01FFv.,omx 1 ■ BLENDED ixiOMLACExi FtlSliNG 11111M11111 _—_ s —. -- VARIEGATED AefeRWOJrort W4 UNDECME O 0 0 MN WORD ON.UL. y O NLse 0.MMG 00GVNs00 1 a :;:.;:1 NmneRNANEMNENN b DUVALL AVENUE NE ; ;:;:{ MT.VERNON LAUREL — — 3361E — — —©_rxiNE*ic TURF u�g� 5 772 E a KM.WWI, SQIE A LE C PLAN sFo LE M IN MI EVEN,rpRou6.AREA 0 FG a LS4-101122 1i! poSpIXvspm xn[S�Tpi�iNrd�L p I::i Ia, 's ouve.r,�_ CITY OF RENTON DUVALL AVE NE au nxc _LSa •K' 3 RFI 26-Landscape WO EaFn TLS 'D7!' eg m— CONFORMED SET x0 vumEN PLANTING PLAN NwN. RL...o.uscvnox n w WV w.�iVnarrrwwN —.—� Bpi Eru.Nswowma,NN,Nw un STA 923.00 TO END AND BEGIN TO STA 5IK-0 uLn w SHEET 4OF9 no.y.v,y_, gF.i 23 7/6/22, 11:37 AM Respond To RFI Gray & Osborne CMS *(index.cfm) CITY OF RENTON - CAG 20-065 DUVALL ' AVE NE tstafford logged in logout(view_rfi.cfm?MM_Iogout=1) Wednesday,July 6,2022 VIEW RFI Subject: Totem-Clarification Conduit Date: 2022-07-06 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: Original RFI Request: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=25 1/2 r- 7/6/22, 11:37 AM Respond To RFI Attachments: FILENAME R.474111.762022.1650.22.pdf (https://gocros2.grayandosborne.com/renton_2059300//uploads/rfi/25/R.474111.762022.1650.22.pdf) Date Reply Requested By: 2022-07-08 Cost Impact?: Q Y 0 N QQ To Be Determined If"Y"Specify Amount: 0 Time Impact?: Q Y 0 N Q To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g- o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: Return https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rn_id=25 2/2 --�,, Phone (253)383-5022 ;'4 g Fax(253)272-5214 ELECTRIC Request For Information 4741 — Duvall Ave NE RFI Subject : fiber/power conduit&TBBU To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number: 4741-11 2207 Inter Ave,Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 7/6/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested At station 920+25, 40.0' L there is a TBBU in the way of our FO and power conduits. The conduits are to be under sidewalk which is behind the TBBU but many other obstacles are present as well like water piping etc. Please provide approval for force account to be used to get through this area. Details rimary Activity :Affected - Drawin• Conduit&Junction E4 &E6, SD7 Boxes Schedule / Cost Impact To mitigate schedule delay, return by the following date 7/8/2022. This problem is impacting our progress This problem is impacting our costs (other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: ' 3(-� Dated: 7/6/2022 1► Fred Duke Project Manager Response: At Sta 920+25, 40' LT there is a TBBU present. The attached photo shows a clear area behind the vault that is available for the conduit. The City does not authorize the use of force account for the installation of the conduit in this area. The City has reduced conflicts for the Contractor's conduit trenching by waiving the requirement for the existing illumination system to be in service until the switch over between NE 12th Street and Starbucks. 7/8/22 •.r..... 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I& ; * 6/30/22,9:45 AM Respond To RFI RFI 24 Gray & Osborne CMS CITY OF RENTON - CAG 20-065 DUVALL AVE-- NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Thursday,June 30,2022 VIEW RFI Subject: FO and Power conduit trench detail Date: 2022-06-30 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: Original RFI Request: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=24 1/2 6/30/22,9:45 AM Respond To RFI Attachments: FILENAME R.474110.6292022.1604.36.pdf (https://gocros2.grayandosborne.com/renton_2059300//uploads/rfi/24/R.474110.6292022.1604.36.pdf) Date Reply Requested By: 2022-07-05 Cost Impact?: Q Y ON C) To Be Determined If"Y"Specify Amount: 0 Time Impact?: Q Y ON QQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g- o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: Return https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=24 2/2 Phone (253)383-5022 Fax(253)272-5214 (-) ELECTRIC Request For Information 4741 — Duvall Ave NE RFI Subject : FO and power conduit trench detail To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number: 4741-10 2207 Inter Ave,Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 6/29/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested The above referenced plan sheet and detail (both attached) depict an electrical trench with Fiber Optics 3'down from finished grade and electrical conduit 1' above the Fiber.We request permission to place the electrical and fiber optic conduits side by side w/1'separation and at a 2.5'depth.All materials would remain as stated in the detail. Please provide approval. Details n . r:cwi Affec "�� Drawing Trench &backfill E8 (75 Of 94) electrical detil trench (2) Schedule / Cost Impact To mitigate schedule delay, return by the following date 7/4/2022. This problem is impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: Dated: 6/29/2022 Fred Duke Project Manager RESPONSE: The Contractor is directed to keep the depth of bury for the FO conduit and electrical conduit per the Contract Documents (i.e. Drawing No. E8). If there are spot utility conflicts at these depths, adjustments may be allowed to avoid the conflicts, as directed by the Engineer. 7/5/22 IE«,DPLOW Wren »DLE E w{ RCOMMA AM C»E MCA NoonleaDM aim HP CAMEO Y.1 IIDMP SPACES! 1QROIEi �I 111 , &FLEw .n6E5GAA. `r■IIIME IV��II�IEA� i nE1GGNml1w71YmE1Pw. _ _ \�EII��I�i�11111� 6 3IMI �III`�I�.�E 0 I41I, AflO4T MOO. 1.1PPO T a ELEVATION NM [.Ines CABINET MO BAOOP O.EA SAS CAMEL!MOWED OR SAMOA Or TO *41111,1. o.uwMMEnrumc — s 4e»m T 111111111 rEE EnaM�EEi DERiam»n.ocrTD 'I�_I�_si-- ���i�- _, wLcx MauMlucx DP.Anr. [E_:_.`_. ._. ._.__@ € __Lam__ _�, _-_.-_o 1 Imm�&avlEW mwnamn :►r,ir SE[ L LAMM Mr AWL SI MM.n A CORaET[cwn.MTOn Mb SMALL lag THE PAwrar[Anrrt MA IYEnEMEMf OF SIMON ALAI MA WOOL SrbMOMO�SPwEpnOAL. I[OUMSPAO»01 s . w[MCI nuODI SALL CAr.o»cw'MATT.[mrvammnauaMO smxewxn. a mxOUOTa6/duxrtDf]wNT AOORIWUTAMO mrnAClw uwmAOULLE '[ ___I AUD PEAT.COwuCT MM4 POISONS 3•SAME COM OUT PAST TIE FOUNDATOR �� wO1H•{• , '�'. WORT I. NMP[T[SHALL 4 MASS 56q OSMIIpLH IIAN6/ G. LLA OMCAT SNAIL AlKAMMON T»F.nO OIL COIMKRiu EMMET,MO PALM TA AS 4�TEr EACTOR GMAT. NS T. IOGTI mHOUMSQRRan MnH»THE wwLTS. 1J1 ROADWAY fi MOM CMW ADCO L. BNALIOR TRMNTROLLHVISAELEvIAC EEPNCE WARTS PONOATIQI mCMMAAIEM DETAIL /71 NO SCAM I MOM MMOVEMSA WI w VE n R n.P OTC - ILLIILAMATION MOSnHAL CCEODIR" A MA MANS mRwmnPa Piw COMPACTED GAVEL AMAMI IY W ALEXIMG,PEA MAXIMA°SPEC Aeg.1201 E AM. " ;oC° SNELL.[&M CAN MOMAALOLLOAPPACLED :IMMOE L u EPn O]EEMUOErtwmALA C Oo L BALM lINIMA[O YA SEE PS SOOTS PGA ROADWAY A/A.O U w.A PAPA&MORE AND MATERI > ELECTRICAL TAVASIL DETAIL 11 l v.M — DWALL AVE Ain u. ER i• II 4.G-$ `•� CRY OF RENTON E8 BID DOCUMENT SUBMITTAL ELECTRICAL DETAILS ... .._!!_ ,,n....zi,a....:mli._...,r.......z. . Numeno - r.. dA ... •��p�,11A� .n. SHELL BOF 30 wrto_Ta.a w erwided co Builder.Exchange of W.Ise.foe usage Condition.Agreement.see e.o b v..cCa-Alwy.Verify Mal Respond To RFI https://gocros2.grayandnshome.com/renton_2059300//view-_rfi.cfrn'?rfi_... RFI 23 Gray & Osborne CMS CITY OF RENTON - CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view rfi.cfm?MM_logout=1) Thursday, June 16, 2022 VIEW RFI Subject: Street Light Shut Down Date: 2022-06-16 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: I of 3 6/16/2077.4:37 PM Respond To RFI https://goems2.grav,,,,,h,sbome.com/renton_2059300//view rfi.clni'?rli ... Spec: Other: Original RFI Request: Can we shut the existing street light system down on the west side of Duvall ave? We need to wreck this old system out so we can start grading work. The existing conduit falls within existing finish grade and purposed subgrade. So we cannot complete grading without damaging and or removing the existing system. It's very shallow and we have some substantial cut. We will encounter severe delays and cost impacts if we are forced to preserve the existing system until the new system is fully operational. Attachments: No attachments Date Reply Requested By: 2022-06-17 Cost Impact?: Q Y ON Q To Be Determined If"Y" Specify Amount: 0 Time Impact?: Q Y ON Q. To Be Determined If"Y" Specify Amount: 0 2 of 3 6/16/2022_4:37 PM • Respond To RFI https://gocros2.grayar,An.borne.com/renton 2059300//view_rfi.cfm?rfi_... Email Notifications Sent To: cclark@parametrix.com,droman- sanchez@g- o.com,flee@ rentonwa.gov,tstafford@g- o.com Response: The Contract requires that the Contractor preserve the existing system until the new system is functioning. If the existing street lights are in conflict with construction sequencing, a temporary lighting system shall be installed prior to the removal of the existing street lights. All costs of which are included in the lump sum item Electrical System, Complete. See photos of Filterra Units and street light tube, with existing street light conduit exposed. • / 6/17/22 a-20_3(1} General .Acid the fig:new section: S-20.3(1)O Regtiremenls Daring Construction {Mew Section) Existing or higher aurriinetuon betireds shell he rnaerlair ed by using existing or temporary illumination until the new system is operational. From Special Provision 8-20.1: The existing lighting circuits shall remain in operation until the new foundation,rxinchit work, and wiling for the new system is in place and reedy for transfer_Transfer shall be conducted in the shortest time possible, not to exceed we 8-hour workday. The exact work plan anti schedile must be pre-approved by the Engineer.Work shal include all other items as shown in the Plans ar in these Special Provisions. 3-20_3(13) Elimination Systems Section 8-2U.3{13)is supplemented with hollowing: Existing ilrunination shall not be rernoved until the temporary or new iluminatiarr system is completed and operational. Terrprary illumination shall not be rernarved until the new permanent illumination system is completed and operational. If an existing street Tight is in conflict with constnrction sequencing, a temporary lighting system shall be metalled prior bo removal of the existing street light Light Sta lards shall be erected n acocrdance with Standard Specifications Section 8-20.3141. The illun*iation system shall be energized from a single photoelectric cell mounted in the service cabinet in accordance with City of Renton Standard Detail 122.1. 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' - 0. .,v`1%4. "-,:.‘,I- '4-k :,..,4,K t , .4t''`' ' \ ,‘'..x.--4'7:....-...-------.. . • - • ., .1 frit 14 ' ` ..1'','*' :s% k et•, . , i. •mot " Pitt, + - • , , i/ .,. 4ii,r;s1.0 w� ::j .: , 1y 1 ... ..,,aar' .; ;r, r; 6/8/22.4:51 PM Respond To RFI Gray & Osborne CMS RFI 22 CITY OF RENTON - CAG 20-065 DUVALL AVE NE tstafford logged in logout(view_rfi.cfm?MM_logout=l) Wednesday,June 8, 2022 VIEW RFI Subject: Disconnecting power to existing signal and service parts Date: 2022-06-08 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: Original RFI Request: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=22 1/2 6/8/22,4:51 PM Respond To RFI Attachments: FILENAME R.47419.682022.1618.51.pdf (https://gocros2.grayandosborne.com/renton_2059300//uploads/rfi/22/R.47419.682022.1618.51.pdf) Date Reply Requested By: 2022-06-09 Cost Impact?: 0 Y 0 N 0 To Be Determined If"Y"Specify Amount: 0 Time Impact?: 0 Y 0 N OQ To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g- o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: Return https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=22 2/2 Phone (253) 383-5022 r ! Fax (253)272-5214 % ELECTRIC OMMTSMESED Request For Information 4741 — Duvall Ave NE RFI Subject : Disconnecting power to existing Signal and Service pads To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number: 4741-9 2207 Inter Ave, Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 6/8/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested For many weeks now we have been discussing the schedule of disconnecting the power from the transformer vault located on 12th to the existing Service/Signal cabinets and/or controllers on the NW corner of Duvall and 12th. Today, it seems as though we are no closer to achieving this disconnection than we were when it started. This issue has no reached alarming levels as it is holding up our progress on the Project. Totem is currently moving forward with forming the new signal/service pad and only awaiting the disconnection to take place so the existing 3" conduit can be located and intercepted into the new pad. We request the date that the disconnection will take place as Totem has been greatly impacted on the schedule. Thank you for your cooperation and consideration concerning this matter. Details Primary Activity Affected Drawing Detail Spec Service or Trans Cabinets Inds Grd & E6 (73 of 94) Terminations Schedule / Cost Impact To mitigate schedule delay, return by the following date 6/9/2022. This problem is impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. i Signed By: _ Dated: 6/8/2022 Fred Duke Project Manager Response : Per the email received from Dennis Booth of PSE, dated 6/8/22: Quick update on the signal disconnect. A permanent disconnect order for the service cabinet has been placed 5 day schedule under work order 512983830. This request will be completed within 5 business days. 6/9/22 ' • rM Tani Stafford From: Booth, Dennis <Dennis.Booth@pse.com> Sent: Wednesday,June 8, 2022 11:47 AM To: 'Phil Van Earwage';Weller, Dustin Cc: 'Tani Stafford'; 'Flora Lee'; 'Dustin Wright'; 'fduke@totemelectric.com'; jausbun@reedtrucking.com'; 'Bob M Hanson' Subject: RE: CAG-20-065 Duvall ave. phasing Attachments: image001.jpg;image002.png Quick update on the signal disconnect. A permanent disconnect order for the service cabinet has been placed 5 day schedule under work order 512983830. This request will be completed within 5 business days. Thank you Dennis Booth Sr. Project Manager King County Electric Public Improvements Central Business District Bellevue 425-417-9188 Dennis.Booth@PSE.com From: Booth, Dennis Sent:Wednesday,June 8, 2022 8:54 AM To: Phil Van Earwage<pvanearwage@g-o.com>;Weller, Dustin<Dustin.Weller@pse.com> Cc:Tani Stafford<tstafford@g-o.com>; Flora Lee<flee@rentonwa.gov>; Dustin Wright<dwright@reedtrucking.com>; fduke@totemelectric.com;jausbun@reedtrucking.com; Bob M Hanson <bhanson@rentonwa.gov> Subject: RE:CAG-20-065 Duvall ave. phasing The disconnect request gets sent to a general email and one of 20 people pull the requests from that inbox. We don't have "a person"that handles the requests so I don't even know who I am trading emails with. Thank you Dennis Booth Sr. Project Manager King County Electric Public Improvements Central Business District Bellevue 425-417-9188 Dennis.Booth@PSE.com<mailto:Dennis.Booth@PSE.com> From: Phil Van Earwage<pvanearwage@g-o.com<mailto:pvanearwage@g-o.com» Sent:Wednesday,June 8,2022 8:05 AM To: Booth, Dennis<Dennis.Booth@pse.com<mailto:Dennis.Booth@pse.com>>;Weller, Dustin <Dustin.Weller@pse.com<mailto:Dustin.Weller@pse.com>> Cc:Tani Stafford<tstafford@g-o.com<mailto:tstafford@g-o.com»; Flora Lee <flee@rentonwa.gov<mailto:flee@rentonwa.gov>>; Dustin Wright 6/7/22, 1:40 PM Respond To RFI Gray & Osborne CMS RFI 021 CITY OF RENTON - CAG 20-065 DUVALL AVE NE tstafford logged in I logout (view_rfi.cfm?MM_Iogout=1) Tuesday, June 7, 2022 VIEW RFI Subject: PSE to Complete Intersection Date: 2022-06-07 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rri_id=21 1/3 6/7/22, 1:40 PM Respond To RFI Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: Original RFI Request: Im requesting that the city ask Pse to look into completing there interception work at J08 during this current phase of work. I don't see why this work cannot be accomplished in this phase at this time. If this work cannot be completed at this time there will be severe completion delays, added traffic shifting and traffic control as well as severe cost increase impacts to the project to complete this amount of work at a later date. It needs to get completed asap. This will also allow us to set the filterra unit in this phase per plan. Attachments: No attachments Date Reply Requested By: 2022-06-09 Cost Impact?: Y ON 0 To Be Determined https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=21 2/3 1 • 6/7/22, 1:40 PM Respond To RFI If"Y" Specify Amount: 0 Time Impact?: ® Y 0 N 0 To Be Determined If"Y" Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g-o.com,flee@rentonwa.gov,tstafford@g- o.com Response: PSE has reviewed the proposal to phase the remaining work into two phases, east and west per the RFI. PSE has advised the City that they plan to construct the remaining work all in one phase as shown on the plans in Appendix E of the Contract Provisions. They advised that phasing the re- maining work will put more customers out of work for a longer period of time because there will not be a redundant feed in place until the east side improvements are constructed. The City is therefore not interested in modifying the Appendix E planned work into east and west phases, but prefers the PSE remaining work to be constructed as one phase per said plans. See the following Special Provisions, which reference the franchise in Appen- dix E of the Contract Provisions. Parametrix is investigating the possible relocation or adjustment of the Filterra unit. 8-31.3 Construction Requirements The Contractor shall be responsible for coordinating with all the utility companies and incorporate time allowances into the project schedule for these work elements. Plans The Contract Plans have been developed from PSE and other franchise utility underground conversion plans and are intended for providing an overview of the work and for bidding purposes. It shall be the Contractor's responsibility to construct a joint trench along the approximate lines and grades shown which shall result in a successful conversion of the aerial utilities to underground. Copies of the franchise utilities' plans are included in Appendix E for the Contractor's reference. 6/9/22 htl • ✓1� JOB SITE r JOB SITE v JOB SITE 4 L - - J E OVERHEAD CIRCUIT MAP(2305E040) SCALE NONE , a x" �wro ro sns cv r .'VHkti:C.t 43-417-91P9 " LIONO nin.„n rmmu I cr. c"�c <n snc11.11.5.1111,,.I„t II IS mu L - o ► "RENTON DUVALL AVE NE SCH74 SOUND ww�.�r nw�.�. eae, 2/6 UNIVERSAL CIRCUIT MAP(2305E011,38) UNIVERSAL CIRCUIT MAP(2305E011,38) N"ram 9CKE NONE %XI NONE 11m �® wsxo� i _ _ '=1 31 ! -13� .dbVf. IXISf / 10 I iI I SITE SPECIFIC NOTES: • • , I !F #Fr {([ "' ®.6,YA , AA531GA /, I I, 1 j. I 11).;' ,. If t'II`11 III Ill II_�I LI_II- : 'ril''-i� ar601A45311.8 ,(r�II .'II Pa Po6NEW31°612.,G]3Mf.- o i" e1'z_' 1-„ 4213LJ. )34B pasJ12-C .I1I`\>` •. I 11` m! 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I Ip I I ; 1 STPIAP10.'CONOUITRISER(RIa1G65)19Jd21W0, i I II �, -_-Iil 16]295 i- 6]311 , Om. 11 j ,I,i, I I 4 rl I IW2 CAP IO'UP THE POLE I lrp, 'E14---'3ry- 33[:---m —`—`-_ I ' I I. iI [II31 I EXPOSE AND INTERCEPT EXISTING 1.4'CONDUIT AND EXTEND N£3T TO JOB i )i � ~. r VV ry - }7 II,' 4JIj{l I EXTEND ANY SPARE CONDUITS IF FOUND '-II ,�----:3 ,__---- I'�' /, __� a I 1 w 1 4 11 IW3 m \, I II I I Q I I • 1 =1—d-1 �'Z-1 11 V .II 1 !"...1, ' ' I /�, ��i 1 3 1I1 I EtPOSE AND IMERCEPT IXISTWGI4 CONDUIT AND EXTEND FISTTOJ� 3,8 _I 1,4 ' I III T 16]3m \y —:', I tI ,T, L 1�,i I�.I—I I--1—ii`I_i I =I 2155E ! I r I I/REM r` I .y I o I 556 I .. I I 3186E 266 I nas>.A F�# r _ I II 1 1 I + .�r4! 11 3046843- EW2a 1•. I 30464C f"r 1 __Y.._J.._�� a '1332' • E 5TU0NC y N lit... �. 1'HEW f£' -3 Im I ! ila 11---11 I11-iiiiin�If�Iy7i i;r=I 1. I\'`. i - I 5'X 25'EASEMENT EXIST i 1 "1!I wrt ne.�c� PPE-t4 \ .. ili,l�'O I ® i j,.I4 i k'i I mceau I i; 3-'"� 421M.0 \ I I I I R>6 318630 ... r _—�M�S.�_.... _ Q - 6 O \---'',-,, I ,. • , 2 f r' III ,,,II I 1j / 6) ///' 'Vl;I i Ax .II ---j f .. :,- EXIST E / I _ " 011 I I I 1 I I „r' m Vault&Equipment Table I WIRE REMOVAL TABLE I 11 F� II ice, I EEW'-4',1.3' �Ig. -- Laewvn Len9W ' I i r Grit Vault SLe TYPed Sue ...IT BuahN9a Transformer MATERIAL 05540T WFORMA3303 (PH 1 ! 1 j • ' {i,1. We WorWnO Space Nun�Ler dCvver ENoMmom MNumLva INFORMATION Farelwi{omplew Fram To Wm 9zvd Type Oumn°y mntluuvrf Rernmtr ? I% 191R 11QE alb I In VauL LB DC (Conwany tel P06 Po) 1.O TRIPLEX 1 im' R IIII'�r I I I I, - I e r -t./ JOl NEW 31 Y1 IB'X)X58' J-Boo bele.Oss JBLX34S P06 POO A'2 ACM, 3 195' !III 11' ' 1, ! 16)II6 w)(e)3'Poo-SW Doors WI-pos 3m d 8 INSTALL INSTALLS ELBta Total Feet(IM�e Sue&Type)RemaeJ ID 5956162 Ma110.)625900 INSTALLS OG]63040 '1,- 3.-' I ,r I I I, I' I Jr1 •'.I' 431.9X58' J.Bor below grade JB0X3Aa / 1 Lr i I'y y i' Ja NEW -,�„10 ed R23'Me-SME Ooors wl4-pos J,aus 6 6 INSTALL ELBla I/ €k I 1,1 110 9996162 Mai ID)6'+5b0 INSTALL60 G)630W0 tj \ \I\•' ml- 1 'r If J05 EXISTING 310631 594 vsss 3 WSTPLL3-ELB,OJ ��\,,�J I I _� I '�.111:: 1L]J30 SECONDARY HH TABLE �' �I ( Iw YI J06 E%ISTWG 16 1 594 VauA Sne VwIlSa n3)l C)r Tyye6ze REMARKS 1 I Equipmen,n Vaull 1 I 1 s 4 I1 / HH,4350AS(ID) P14 Posmmn Connector _, _ :� MU Wit,T.4'y]S Corer er I 316633 PER STOa5020EV M TIO. ]ES,OK 3' J0Y REh10VE 504 Vault 135 I = 16�28 NOTE Per Standard 6050.2000 all metal boe of secondary hand holes -+ r I Ili I).L 310614 MST?X55' MOoe below grade JBGX3AS must be grounded j p i ) / J00 NEW 16)]t4 w10 3'AINSIed Doors w'1 p0s J-Bus 9 3 INSLALL9 ELBI01 N i; _ I $} 1.1I/, MITI ID 99%162 Met ID]62. INSTALL3 DG)63060° OO a. i f I iIi I'•• RELC '10650 PM X� Lp S '1155' a , I KEN ' ( t ®]$LVA W3 505054G 6)300 IELVBr 3 - • \F�hSLC I ( j�Ij.33 �1 1.325 12021a 1f0650 �� ,-agfl{dL��I�TI rflj't'Ii3.,NEW 1.2' J05 a.m. i6�6 3 INSTALL 3-ELBI01 r - —— EXIST r I NEWT,_.g•t.4'-r HFW pi n'•\\ • ® I e I 8�11 \.'X 15'EASEIAENT F 318fi,2 r I' 318611 - TRANSFER is 169316 f ,, I II I• I isz_z§ ,i.,i% ¢%i �60. POLE RETIREMENT TABLE TEMPTRANSFERS ST.LIGFiTTFtANSFH2S x . I ( _ SITE POLE DATA POLE 3.10 ® GRIOp HEIGHT CLASS TEAR TOPPED RMVO TEL IV FYafR TRAN RIND ID NVNOER 16933 Y 1 II nI ''�1I,� FOS 311612169326 45 3 1969 ❑ 0 DODD ❑ SLAT39)0 6 ' I I, I I '� me 318623169330 65 1 196) 0 0 0 0 0 0 0 t li Ji eE.LEp E TONCTION CONTACT .1011E110 DATE Lrl' 17 ai l I CABLE REMOVAL SCHEDULE DATE I ! TaaYmNd COUNTYpe xE.NPUN nTd�Aa,a anJOa ....in CAINE Cr"' DESCRIPTION wE wNota NA NA j `e1 I I da MOH 3a M. .. a ' ! I yM•� ! - BO42,5B POB J65 ,35 �N AI�IQYGRNST rm �rrlrDnr r, .,Vageo W Ike 425-4,T-9198xrnE ,.III 1I. A03a6] J. .O] 115 IA ALJKT ROSE IDOffra0TRl oRzmacnr eon T x NIoR .3 a3.0468 J. JO) 115 IA AUNT JOINT'AGNATESRANeeeunes SITE PLAN CO30469 J06 JO) 115 IO2LJ14 CONTACT NA NA WA SCALE I'=2O' Total Fe et460(1U ALJKT)A0TUAL RemovedP x x e 'DR we xrn NA SOUND RENTON DUVALL AVE NESCH74 ®ENERGY 100o M.A EO ER E„ON:w.»,Ea ap ANOTE tarp Respond To RFI https://gocros2.grayar 1'"borne.com/renton 2059300//view_rfi.cfrn?rfi_... RFI 20 Gray & Osborne CMS CITY OF RENTON - CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view rfi.cfm?MM_logout=1) Monday, June 6, 2022 VIEW RFI Subject: Totem Poles Date: 2022-06-03 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: 1 of 3 6/6/2022, 11:29 AM Respond To RFI https://gocros2.grayr--'--;bome.com/renton_2059300//view_rfi.efm?rfi_... 73-74 Spec: Other: Original RFI Request: Attachments: FILENAME TotemPoles.pdf (https://gocms2.grayandosborne.com /renton_2059300//uploads/rfi/20 /TotemPoles.pdf) Date Reply Requested By: 2022-06-07 Cost Impact?: Q Y O N Q To Be Determined If"Y" Specify Amount: 0 Time Impact?: Q Y ON ® To Be Determined If"Y" Specify Amount: 0 Email Notifications Sent To: 2 of 3 6/6/2022, 11:29 AM Respond To RFI https://gocros2.grayarA^ horne.com/renton 2059300//view rfi.cfm?rfi_... ccla rk@ pa ra metrix.co m,d roman- sanchez@g- o.com,flee@rentonwa.gov,tstafford@g- o.com Optional emails: Return 3 of 3 6/6/2022, 11:29 AM Phone (253) 383-5022 Fax (253) 272-5214 ELECTRIC MEMEMERIM Request For Information 4741 — Duvall Ave NE RFI Subject : foundation of pole 1, plan sht. E6 (73 of 94) To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number: 4741-8 2207 Inter Ave, Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 6/2/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested The information given on the plan sheets 73 and 74 along with WSDOT Stnd. Plan J-26-10.03, appear to dictate a 3'round by 6' deep foundation for signal pole#1. Please confirm this is correct as we have several lighter luminaire poles in excess of these dimensions. Thank you. Details Primary Activity Affected Drawing Detail Spec Concrete E6 (plan sht. 73 of Foundations or Pads 94) Schedule / Cost Impact To mitigate schedule delay, return by the following date 6/7/2022. This problem is possibly impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: , Dated: 6/2/2022 Fred Duke Project Manager RFI Response: The foundation depth and diameter shall remain per plan for Signal Pole No 1(HAWK Signal Pole at 12th and Duvall).The foundation dimensions are based on the calculated XYZ of 860 ft^3,a soil bearing pres- sure of 2500 PSF and a 3H:1V or flatter ground slope. Per WSDOT Standard J-26.10-03 this is a 6'deep foundation.The 2500 PSF per Table 2 of the Geotechnical report. 6/6/22 • t.F AO 1 GENERAL NOTES: R 1.TIE LOCATION Oi CO50MANO..20.06.5AR 2.55,1 N „ \ R SCxEMAiKALLr.NxaI LOCAPi0M 5NAlLmv¢IMO mIxF /�R O fNGIx¢P mTHE iIEW. Z O 0 \\ 1 R Sro LOCATION TIE CONCOwRPUrnON203211 ixF kF O,,f. I m4 OROUGxTI TO iXEA1152.0 Oii�i¢A[NPOGiNWf[RRSi RRDE500roN, `�j \ ;`7 '%. A A A' 3.ALLCEONOUCW F51222.52116521.6.652251. RL51 MEEK ID 1L[iT D NNF TISN -•." Msx4Lef fwlPP[Dw1Tx R¢DAED� m s 1'701 'f DWTINATIDwTG5PFR5D �� ��A L'�e A 7 `_ 1•: wLSX,EMS P25 TM PUNwNN1NEDT[Di REN[Ow. _ i f���l SNALLR q ,�54;r5XRNLE ''.A.:`,,,'" �� _ �t __-__ = �— .e 0@PSBPE �IaIDT.13. ©'�,-` I-iY',• ��`-------- -��=-=, - • _ R.EEE CDw sro NAx S>SiDR bDmDx,L[¢nANALxD[EL =i' 'i®II!-18' , © \(1O � •_^I I GENERAL SIGNAL NOTES: i Y 1 CONWIS155110WNEOSE5AAT.111.. 525226ANO 1 .I EXJI 1 2. W1Pv.GPE5, 22 WLRE SCMFOU¢,S(ERf10WMX.LTION DUVALL AVENUE NE i NE llTH 51/5WALLAVE NE.MI.5E1=11051 PLAN ©> /SIGNAL CONSTRUCTION NOTES: 520 O It tHOVFR2.12VOWLPgErEAS0AUIDP:40w=u (UowE BaRPAiTUNaflns*uu[DErac Fnmrvc GNAL roL0ULUMARR00NNEW0CNxn ALLuGALM0 TANmR IA ELECTRICAL LEGEND: O0 mMOVE FASTIW T WWATI NINGWERRw NMPA V500T 2n..al PEG11am5TALL 5. Awo RECO..O 000GTtxx PSPED¢R1w T 515.1101EON NEW MO¢A000 ryrs B00ES00S0P61s.e1 -- [a EONiP000001 BWR i0UN0A00N.RE1Nf0ALLalt000MFNT ON SGNA2POLEA512211E605f WMM.G WMAINPPB 05IE516305 ONPIXE ♦-}L DF[LRATPrt 5055..P0¢Am WMww[ m 222wx0621022 O0. IM0ALLIUN050005001 N051112.1 LEVAC000W1OR00611wCPON00Y[5An0ln0w0urt0N[wnWICT0NB0x.R0000EFn5nwi0WAn0N BORES, 5100100 T am 2525124&[VAVLT E • NAM POLE OA '''''rjenTGW.LCOMxs="aev[R.SIUA45ERVIRGBINRanTWV[AtTiFounorala R p[pf[STpwPufN0000 NAmxGe 0 �5.02 52.2522A5051NAl5E5m¢CABMErO NEW ifOONO0SAn0 An02.111e PEA WIRE 50,F0U1E�.6.5PER LLIPMOfOCE.1.56.INR5212,28.5.61 m PER ICORROMN Lei. !s EACM9Gx A55M0m O050.50051ING POWER VAULT. n smut a¢ " -0 AAWn5m09GN OSFm.CEra v R NVE. MOM POW[RSow,0EIUN0ER0RDOx0UNImvMOLTIi0RR¢Ow¢rnox 20R¢ouno - ��g110L 10x¢src«/A 00000 _ ____COxDurt R¢w°I[SC S100 AND PAO, -Pr WNW 515•24115.12 O on0100 TM[1EOnu000001 PAttNPANf Atio RNEPNRSVAi ROI00:,a STWALLAiw1NIN PFLOGtEO[OMROOFRUBMR.SWCF51°FAL1E0[iNFeWENeE,w0iI0ER • E110000115fFnmOx or.. A¢ENBRE ScOAFOV Sx[REi° fAxo P6rall lxeATp PAxEIi CDOA01[uttwaRRwIRNCm. -� O [21.1 i ,l COONECT00Tw SUM MOSCNgAVttxGXALPo¢5 TO 121.2 NR10x A•OPNRANO NEWUGN.POLES.050N•SPMR MOAT. O 51G000226.nO0 000 ��� BID DOCUMENT CITY OF RENTON I OWAl1AVE NE wE6 1,19.1 '� - 'PAPametri- SUBMITTAL . m" - __ - - - � £ .101..0acoanvncn TRAFFIC SIGNAL PLAN wxvA [OorornxrsmR m MP Dm �...— w.vwsmnsna[ --•-••-•�'� out_ SHEET60F 10 [pnw n Or P[ Provided to Builders Exchange of NA,Inc.For usage Conditions Agreement see Nuv,bwva.com-Always verily Sca1 NOTES ©rerriTseTun OuTeLi LItO0. ari MASTARMAN%TPLL. '0'raTMPLTO3'•E'IkM.fMM PWnCSPUYOULmgfOe Gx(inn.. . POLEOMlIWNFro9GH 60Gf GENERAL SIGNAL NOTES: gPoTTMwTnep O 6181D INV...SIGN RH SM.MT EROEUTNE MAkMUM A FORMAT r•P MR FROM Mi FAO L CONDUIT IS SHOWNTCESMAs100Ns CLSIGNALAND ! SIGN Kea*ion N'Ho MFA OP THE CUROOR TN!FOG(OF11d ILLUMINATI.WORISHAu6ECONSERUCIEDAND LEGEND 0 LOFT N/A 7.3 SO,R. 3HOULOFRronalS[Or1H6vGN ./083T39 CITY RAW OF WAY. R,MIME DISPLAY t.LUMMNRE IUMUVAl11E MAST LOFT WA MOSO.R, 2 PROPOSED NN DONLSMF SHOWN TD��xR 666.E (R)I a N/A ]OR ITDSa R. SCAt[Ox TMO tMA»AgMMD.6IGN APEOF»mAN W3MY $MlTOTe.Y. °. r»IfrTl _ c STREET NAMES. A TERMIWLLCABINET GlN UpPl CIROi d PREdMTOE»CTOR L APS PPaM e' 3W RP )ONRAI " C L e.POR36TLL SIGN I.NANONDU 3P 3A i11.3Ax01135 MIOOUMAnAou.EXrraNTP3F suoavu! S Fk 1 =6:1TEw000TT001000E0IITACIOTun STANDARD STANDARD PAW RUMENCES ]Y 1c1 POINRIOTHEATTAMMEMPOIT LOCATION TYPE POLE ST.wOumDAnON ELECTRICAL -IV SSA CUM 0 o MalYSO]p }LLSO }p,Ip �• -N. 0 BRMkAWAV 33019 }MIS u 1.20.13 © Q / o �$. . P3 410.16 1.3110 i 41620 © ©y �\ / 13L15 }51.10 LS].A 111,114/1.......mri as -�........11111116 .25111 OIL!_ I // _ RIh TO WA Flux WA N/A —_ . 1 ■�` +•Z��� - 1 Bi I / O — 1 1�ewC' T. , I — © Y �I� illik AC1pS NT AI I Cr ax EI LET AT I6Y '�` , p t POIEOUFMAnONUNE morons DR In.ATTACHMENT POINT) I\ � �� T BOLT PLATE I SIGNAL DISPLAY VERTICAL CLEARANCE TO ROADWAY �I_© i. 4 LOCATION STATION • �. POlEµOMDRAnOr\I E8. 1p I HDRa0.1.00YANCE FROM STOP Wf All a0 15' SO'$JNIBD © 1 AS ' GnsE mom y,-�� ef Leant.i1' 165'»S'19.Y 3a4 UT a ��eG 0[GRFET ClO[CYSEi 1 I Leant.(W31[Rla• EMTIOIWO A9ERIOx»• 165'1TJY I8P 39.r ]08 3 Lf IE3 ATTACNM[M PoIxN , B G 1 e I s3KnON li• 165'Il0 lTT'IDS' 196' •Vo�^ POLE ORIENTATION AND I MEASURED FROM BOTTOM OFTIGNALKADNOUSwG TO ROADWAY TILL b ATTACHMENT POINT DETAIL 6 ELEVATION aroTOP OfSfFOUNDATION Ors d TOROS FOIMDATmx .TOP of CUR. O ti I aADER DasmewAu,w�'xmEertxa XlwEn. �� b Tn il NOTE: 1 - m 1- " 1 I ROADWAY CURB OREM.vwIDER�.j I m . TIPESTWAN06RATS ONTYREE R 130118/20 FOR OI SIGNAL © © © 7 Or SpvTNATIBFILOWeq EXCEPT. _ EIM_ns OFVERnW¢LUNY! �' FAO 4THAN A,OESIGNA19EAECREMEN AN I �E PB I f TYPE 1 I TIT El 1 ttROM 50 MSNALLBfY PMOI.ROMfA00FCUPSOREDGEOF SXCOlO[R ♦1C1.FONT CREMFM PI0. VEMa xIAO SIGEULTT.WDARO ®:.�4x.iROu fACEOF6UeApRNU Wall SEATYRCAI6O,MFORTM) ANDARD WAS OR VAS IS,-• (0020�EIPETEmRW3 OTO TYPES YWEFFCN » ©Al1PNf0 ON iMSF POI.AS1NO .PMPI.EROMCONG61RR4a ttP[IMf4fUCE0FPGAAP6xTW12aE txF •rCFMERO FEPoEtiRATPoNPVTIM N"."' f OMTRNIKSIOf Of BANDE/3 TO LACE OCIDOFI.MEASLWFRO.MTAkEX 3 SIGNAL STANDARD DETAIL CHART 0 MAST SIGNAL NAVAMMDATA W q CNmgAI! x04TI FN1tIG fOUNpA20 OronT RELD LOCATION TIE NOGMIm ARY _ ,:t4E POLEMIRFI PoILATTAOeNENlPoOIT ANGLETIOet1 B Im Nam. ET OFFSRT(R1R1(P3IR L TO A30 62 frown Rw LFT`116U1 PRESSURE TFAI5TE1 n(MUT LT.RT.REV.*POA Al Al REL1M in 01 8s es 6) no 8i 01 N as A06 R e6 ee en on C ** 0 E1 ES f GI 01 31 1 Fg1�5T )POP.. pp Yso. B. AMMO F! 1 000+001 39.0 P 1)S 35A 33.0 325 305 305 33.9 89 109 1 106 600 10.0 100 860 P P 9P 9P 1100 6 6' 6 RELOCAttOI001IIC PoLNII S 92041. 383 R P P3 9P SSW RELOCATED EXISTING PoIEIII *EIEVTCN 15 TO TC90F FOUNDATION.RELOVER0Y **OALCULATSDPOEXVOLR}I3IF�NMOMI0TOIASKYI�.e�..•.�I MR 19 ANC14 Y 1.80R NEWFOPCATCNT0 MATCH E3EVATux LAM TO comma saw,OtAmmas IE9CNALARN ArOTFEF2(FT'3 PNnEAIiY Ti PI¢9ENTI EJOSfW6 BTOOFtOa 5 T PER GECIECH REPORT,TAHBO S— �i'C CITY OF RENTON DWALLAVE NE E7 _ 1[1`rL� 6 BID DOCUMENT ...mg,.KN. Tie 01 SUBMITTAL SIGNAL POLE DETAILS-NE liTH 5T HAWK �.sr emm,eNreA6 n P.r, wm ..i.Y ILL lw,nmwsa.p•1 ee.P.Ta�km,.wm n¢_ SHEEf7DF ID ,w3TNn Te Or FT Provided to Builders excb0ng6 of W.Ioo.For usage Conditions Agreement see vw.5000.eoo-Always Verify Seal N . /• TOP OF FOUNDATION LEVEL WI GROUNDING CONDUCTOR NON- TOP OF FOUNDATION LEVEL W/ GROUNDING CONDUCTOR NON- NOTES INSULATED 04 AWG STRANDED INSULATED 04 AWO STRANDED SIDEWALK OR ABOVE SOIL SURFACE- COPPER-PROVIDE 3'MIN.SLACK SIDEWALK OR ABOVE SOIL SURFACE- rt COPPER-PROVIDE 3'MIN.SLACK 1. This structure has been designed according to the Fifth SEE STANDARD PLAN 126,18 SEE STANDARD PLAN J-26.15 Edition 2009 AASHTO Standard S for (ROUTE CONDUCTOR TO GROUNDING SIGNAL POLE (ROUTE CONDUCTOR TO GROUNDING FOR PLACEMENT DETAILS STUD FOR PLACEMENT DETAILS I SPUD SIGNAL POLE ) 1 > SWcural Supports for Highway Signs,Luminaires and �_ CONDUIT COUPLING-INSTALL FLUSH CONDUIT COUPDNG-INSTALL FLUSH Traffic Signals.Basic wind Velocity is BO mph,Design WITH TOP OF FOUNDATION(DO NOT a�a� GROUTW/3le'1IN)) WITH TOP OF FOUNDATION(DO NOT Life/Recurrence Interval years,and Fatigue Cet 0 III. GROUTW/3/8' Q DI DWVN NOLE Q GLUE PVC STUBOU g ry DRAIN HOLE GLUE PVC STUBOVT) T) c N '� 2. Foundations are designed for Type II,III,and SD Signal 1►. ) �� _1� EARTH EMBANNMFM Standards with a maximum mast arm length of 65'. EARTH EMBANKMENT AS REQUIRED-SEE 3. Foundations are designed for Single Mast Arm Standards ����''��'�� Ja AS REQUIRED-SEE •I//I� �L� 9 0 dJ -I ��P PLACEMENT DETAILS O(TI ,Ar 'IN --m' f` PLACEMENT DETAILS and Double Mast ARIA Standards with 90'between arms. 6 j nl Lg b Mr I a Di Special foundation design is required for Double Arm p�F^ N EXISTING GRADE r:, 0 r'/n I�� J: EXISTING GRADE Standards where the angle between mast aml9 is other aHi S 1 .- •� 2 06� • i<- I��j ? than 90'.For Double Mast Arm Standards with 90' ul Lam, ��., b. gg % �1....aa , —1 1 MAX. between arms,use larger XYZ value for foundation depth owe 0 / GROUND SLOPE _¢a, D. �' GROUND SLOPE selection. rnm O�, ANCHOR BOLTS 6 ANCHOR °J © � �� '��'��� ANCHOR BOLTSNANCHOR 4. Foundallans Dot wiUrin the param¢ters 0(UIL4 standard �3rZmy , .-.- PLATE SUPPLIED BY SIGNAL LL�m I/•� LI ���-�' PLATE SUPPLIED BY SIGNAL regUireSpecial Design.Contact Ue W$DOT Bfldge and u ga HOOPS POLE MANUFACTURER o 1-a OMRS OF EXCAVATION V. I1 V POLE MANUFACTURER ' I- V. �-I*1 1 �74 Foundation Office through the Engineer for Special ��yy++ l'-0•CENTERS °' MP.) I ) FOUndatlOn Designs ,j 0-00BARS w 3.LL .I �' a-Oa BARS 9 EVENLY SPACED W Oa HOOPS® �F"' `C f. EVENLY SPACED w 1,17 CENTERS "Imo.I TT] 5. Where a foundation is constructed within a Media Alter E w�� HI-.�--�I '•- Drain,the foundation depth shown in the Contract Plans m : C TTY co o '11 I I shall be increased by the depth of the Media Alter Drain. w Q fI �,, CORRUGATED METAL PIPE 6. The top 2 feet of the foundation shall use a smooth form w 11'-a•sa7wRE� I7'-o11'-(AOR a'•D•I (such as paper or cardboard).After the concrete has UNDISTURBED UNDISTURBED EARTH cured,this entire form shag be removed. ORROUND EARTH MIN. ROUND FUR) j OR4'•o•ROUND EARTH 7. For design parameters between the values toted In Table, FOUNDATION REINFORCEMENT DETAIL FOUNDATION REINFORCEMENT AND BACKFILL DETAIL depth requirements may be Interpolated between the o CONCRETE CAST DIRECTLY AGAINST UNDISTURBED EARTH,DRILLED SHAFT OS CONCRETE CAST WITHIN A CORRUGATED METAL PIPE STAY-IN-PLACE FORM Values provided. ALTERNATE#1 ALTERNATE#2 B. Install Signal Foundation Identification Tag.Sea O CAP BOTH ENDS.CONOUR ODE AND QUANTITY AS SNOWN IN THE CONTRACT. '0,ppp6R OR CARDBOARD FORM SHALL NOT STAY-IN-PLACE Standard Plan.f-26.15 for details. e CLAMP CONDUCTOR TO STEEL REINFORCING WITH LISTED CONNECTOR ALTERNATE#2-CONSTRUCTION METHOD ©SURABLE TOR USE EMBEDDED IN CONCRETE ©SEE NOTE 3 METAL(SUBSURFACE)FORM REQUIRED FOUNDATION DEPTH"D"TABLE When the existing soil will not retain a vertical face,over-excavate the found- ALTERNATE ft 1 DRILLED SHAFT-TYPE CONSTRUCTION og-- Orlon area and Install a 36'or 48'diametercorated metal(pipe)fone. FOR LATERAL BEARING PRESSURE=2500 PSF&0=34°,1500 PSF&0=28°,1000 PSF&0=26° Thelopef the corrugatedfull metalusingr paperhall orrnlnate 1 d formfoot ltoachiow finalgfade. Continue forming to full height cardboard farm to achieve a GROUND SLOPE•3H:IV OR FLATTER GROUND SLOPE.GREATER THAN Be:1VT02H:1V smooth finish on goal exposed cement concrete.Support the fors as ALLOWABLE LATERAL FOUNDATION Xn(An ALLOWABLE LATERAL FOUNDATION XY2(FT7 necessary to remain plumb. . BEARING PRESSURE TYPE Too 300 1150 1500 1900 2300 2600 3000 BEARING PRESSURE TYPE roe I 900 1135D 1 1500 11900 I 2300 I 2500 I 3000 Place the concrete foundation. P.ZEL 3'-O'ROUND 10-D• 10-0' 11'-0 11'-0- 1S-B- t0-0 20-0.20'-O' 3'-O ROUND SPECIAL FOUNDATION TYPE V� S �e 1000PSF 3'-O SQUARE 8'-0' 8'-0 9-0' 9'-0 10-0 11'-0 17-0 17.0 1000PSF 3'•(ASQUARE SPECIAL FOUNDATION TYPE AOercancretehascufed,removethe �t•tq O7 A,•'�t�,. 4'-D•ROUND 8'-0 8'-0 S-0' 9'-0 1D'-0 II'-0 17-0 17.0- 4'•0-ROUND SPECIAL FOUNDATION TYPE entire paper or cerdhoarl form portion, ca ¢° 1'A co G. 3'-O ROUND 8'-0 8'-0• S-0 11'-0 13'-0 15-0 18'-D•18'-0' 7.0-ROUND 11'•0 1I'-0 17.0 14'-0 16'-0 18'-0' 21'-0' 21'-(A ID Shoring or EXUa Excavation as re- I d 1500PSP 3'-O'SQUARE T-0' T-0 T-0- 0-0 8'-0' 9-0' 10-0 10'•0' 1500 PSF 3'-O SQUARE 10-0' 10-0 10'-0 11'-0 11'-0' 17-0' 13'-0' 13'-7 qulred.Excavated area shall be :NTTT, 4'-O ROUND 7•0 T-0' T-0' 8'•0' 8'-0 9'•0' 10'•0' 10'-0 4'-O'ROUND 10'-0' 10'-0' 10'-0' 11'-0' 11'-C' 17-0' 13'•0' 13'•(A backfgled watt Controlled-Density 9Aa%p`��ro • 3'•O ROUND 6'-(A 0-0- 7-0 8'-0' 0.0' 11'-0 15-0- 15'•0- 3'-(AROUND 9'-0' 9.0' 10'•0' 17-U' 17-0 14'•0• 18'-0' 18'•0' FnC0III With tandaddSr with soil lecIll-n accord- �•°E, •30L �� 2500 PSF 2500 PSF arlrA With Standard 3(2) - s,F/ QN0 OR GREATER 3'-(ASQUARE B'-(A 0-0• 6'•0• 6'•0' T•0 T-0' B'-0' 8'-0' OR GREATER 3'-0•SOUARE S-0' S-0' 9'-0' 9'-C' f0'-0• f0'•0• 11'•C' 71'•O cation Section B-20.3(2) (ANAL 4'•0-ROUND 8'-7 0-0' 6'-01 8'•17 T-O 7'-0' 8'-01 8'•17 4'-O-ROUND 9'•C- 9'-17 9'-0' 9'-0 10'-01 10'-17 11'•0' 11'-0' and Compaction Method 1 LIOrnwA REdad ALTERNATE D 2 CORRUGATED METAL PIPE TYPE CONSTRUCTION of Standard SpeoiOcarlan �'/;0? -rWm26162:21M1 _ FOR LATERAL BEARING PRESSURE=2500 PSF&0=23°,1600 PSF&0=18',1000 PSF&0=17° Section 2-09.3(1)E GROUND SLOPE•3H r IV ORFLATTFA H GROUND SLOPE.GREATER THAN 3H:1V T02 :IV TRAFFIC SIGNAL STANDARD FOUNDATION ALLOWABLE LATERAL FOUNDATION XYZIFT7 ALLOWABLE LATERAL FOUNDATION XYZ(FT) BEARING PRESSURE TYPE 700 900 1350 1500 1900 2300 2600 3000 BEARING pRE33uRE TYPE 700 I 900 i 1150 11500 I l900 12300 I 2600I 3000 STANDARD PLAN J-26.10.03 7-(AROUND 10-0 10-C• 11'-01 t5-7 20-0 25'-13-20•0-28,0' 3'-(AROUND SPECIAL FOUNDATION TYPE SHEET I OF I SHEET loco PSF loco PSF 4'-O ROUND 8'-0 8'-0' 0.0 17-0 '-130 14'-0' 15'-0 15-D' 4'-17 ROUND SPECIAL FOUNDATION TYPE APPROVED FOR PUBLICATION 1500 PSF 0-(AROUND e'-D- a'-0- 11'-(A 15-7 1e-0- 21'-0 25-Do 25'-P 1500 PSF 7-D'ROUND I1'-0 11'-O' 14'-0' 19'-0• 21'•0 24'-0- 29'-P 23'-(A eagFdrn,Ni YN=etnu, 4'-D'ROUND T-C- 7-7 7•0' 0-0' 1D-7 13'-7 15•0- IS-0- 4'-O-ROUND 10-C• 10.0' 10-0' 11'-0' 13-0 TO,0- 10-7 10'-17 ^a' 2500 PSF 3'-7 ROUND 0-D- 6,0- 7•0 11'•0 13'-0 18'-O 20-0' 20'-7 2500 PSF 7-(AROUND 9-0 9-0 10'•D' 14'-0 10-01 21'-0• 23'-0 23'-0' T a..nvarxece.vn OR GREATER 4'•D•ROUND 5•0 0-C• 6'-0' 0.0 T-0' Sc'- 9-0' 5-0- OR GREATER 4'-DROUND 9'-0' 9-O 9-0 9-0' 70.0' 17-0' 17.0. 12,0' %rdw.aN.°w,alma Dar.0...0 elN..renm.• ' • Respond To RFI https://gocros2.grayandosbome.com/renton_2059300//view_rfi.cfm?rfi_id=19 RFI No,orig Gray&Osborne CMS CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view rfi.cfm?MM_logout=1) Thursday,May 5,2022 VIEW RFI Subject: Totem-L11 Date: 2022-05-05 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job 20593.00 Number: Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Attachments: FILENAME RFI019TotemL11.pdf(https://gocms2.grayandosborne.com /renton_2059300//uploads/rfi/19/RFI019TotemL11.pdf) Date Reply 2022-05-10 Requested By: — Cost Impact?: Q Y ON Q To Be Determined If"Y"Specify 0 Amount: Time Impact?: Q Y ON 0 To Be Determined If"Y"Specify 0 Amount: Email Notifications cclark@parametrix.com,droman-sanchez@g- Sent To: o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: Response: The junction boxes for street lights L09 and L11 may be placed in the sidewalk. See the figure below for street light L11 as an exam- ple. The top of street light-vs-bottom of street light foundation elevations in the table 2 on E9,show that some of these foundations do stick up above back of sidewalk elevation,due to the back slope behind the sidewalk.J-boxes shall have ADA compliant non-skid lids. \-11-An./1,7V 5/6/22 I of 2 5/5/2022,9:49 AM Please see attached. Offset=-38.00 (Ni co r^Elev=439.19 TM N f I e-I Q o0 cu a} ty' WjiTt c \Offset=-38 00 E Iev =431.49 Phone (253) 383-5022 Fax (253) 272-5214 41410,11 ELECTRIC Request For Information 4741 — Duvall Ave NE RFI Subject : pole fndtns. L9 & L11 To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number: 4741-7 2207 Inter Ave, Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 5/5/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested Pole L11 on plan sht. E2 calls out to utilize detail 4 on plan sht. E9 and COR Stnd. plan 120. This cannot be done as the survey calls out for a fill of 2.5' +/-from the existing asphalt. Additionally,the plans call out to "install j-box with pad" for both poles E9 and Ell. Doing this will place the pad above the wall that is to be placed. We believe the j-box should be placed in the sidewalk in front of the pole. The aforementioned items represent a few of potentially many issues with these 2 poles. We request that the Owner review these poles and provide direction. We currently have the foundations ready to accept concrete. Please provide direction at the very earliest convenience. Details Primary Activity Affected Drawing Detail Spec Concrete E2, E9, Stnd. plan Foundations or Pads 120, Schedule / Cost Impact To mitigate schedule delay, return by the following date 5/10/2022. This problem is impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: f. Dated: 5/5/2022 Fred Duke Project Manager DocuSign Envelope ID:5D308A1A-204D-48E8-6.c.,-3A28348B565E Is i'-a" I O O O O 1_- O r r O 4 O O I •-i 1 t, ' �., ``1 • f LLMIN RE DOLE j \ L JUN;:TiON BOX LlIvlr AIR- P'XC \+- JJF.C"ION a(.':x . (:CN(:-?1-II- PAD — CONCR_T EDCWALK PLAN VE'+i PLAN `JEW 'ER STD PLAN IC2 —I UVliAili- 1-1;)1- ~ --LUM NAIRE POLE �;. CONCRETE PAD ��� CCNC:*F IF S;II:FwA K /� PER cm PLAN 132 F /, R A i ) iL I 4„ t 1 1 JJUNCTION BOX ` J.NCI ON F.CX __. — --L_UINAIRE CONCRETE r11 '---LUVIE:AIR_ CONCRETE FOUNDATION FCJ1•DAT ON SIDE V EW SDE VIEW LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE WITH SIDEWALK DETAIL CENEFAL NOTES: 1 _UMINA RE CONCR_-C PAD SHALL DE USED IN AREAS 01.TE DE OF SIDEWALK a r- 2. CONCRETE CLASS FCR JIUII AIRS CCNCPCT SAD SIIAL_ EE 'ER STD PLAN 135 / 'I'-(1' 1 3. TOP 0- LUMINAIRE FO NDATON CLC.A11CK SIIAL_ 3C _COATED Al BOTTOM 0= LUMINAIRE CCNC ETE PAD / / -I-VAI ON OR 1-1;)1 IOU (iF SI)FWAI K hi I W.110N CONCRETE PAD i 1•-0' t. _UMINA RE POLE AND •J.NCTON ECX TYPE PER P_AN JUNCTION [lox—/ 11LAN '.1=* I r. .. 1 J. _UNINA RE CONCR=-C PA_ A„(,UMMOCATS TIP_ AND 4` TYPE 2 JUNCTION BOXES CND' / I—i I CONCRETE PAD ' JUNCTION BOX --' c DE VIE* INDIVIDUAL JUNCTION BOX PAD DETAIL Y o 1 LUMINAIRE CONCRETE -,�',.t, + TT). PLAN 0 ( ` `). PUBLIC WORKS PAD/SIDEWALK AND �-�4t' Cti9VED_ ` �$ DEPARTMENT JUNCTION BOX CONCRETE PAD Gregg A. Zimm4M1019 I . s•--,— o7 5c74AoBEBe45E.. Ent Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com - Always Verify Scal r S Tat I.XEIGNTOFAtR.X000.R SECTIONS R ET tGFUTWE r I S" SE eO 11001110101100 011101 T :�..,..„,..,....A.,....., 1pegUF r M ACENfUIxA LIFT I I ' SD UsnnR AauX Off N.I I 6RRNIGSAM SFCroX l 1{0.rtMmA S[UAXSOP OF/01010.4110N uKuuASIcrAX f[cEKn SEE T.MfE FOR ILE.. 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L.YE RfiPoAE1M.RAN 2 ROD.OFSN.Fi[10010S Mf DUO OX AS MIX.EE1.11 SD WMILL --- •I •', • ....M1slEITMYRSm.IxY[OUISOzr9/151X......,..AXMSSR SST OM 4. /I �• 0110.011.11.151 _ IAEfIXG 6A.Of YARQSJ y 1 F _ T INo • 1 1111.1011 K. DOM. /— la S.0 +I �, %r' S[I T�NEI WAfiEv.TpxfSEEU SMUTS will1E SOROM MswfT • 1 �J.• ;�J YE D. 0.1.1i0x :E:clnrwia.,E:w:E� Y t Ta _ s*.no.xO NM ID. n ErunM:GAAO(WO T• .-DETAIL /J1 of1a I sSU10 Ee l Fa.01100 [—_ -aa../4J • !SL DETAIL /a, � f•z o,...a 9 - OTT OF RENTON DUVALL AVE NE 1 BID DOCUM1ffNT E�� R ® SUBkATTAL MMRXuummeAe UGR POLE FOUNDATION SSIDEWALK pEfALS cam- MIMI SHEET 90f 30 n u7Namm¢eam6.-�-' 1'I E «0w .M N .ruwn9wra n as.. ua Fa-waded to Builders exchange of NA.LAC.For usage Conditions Agreement fee wr....cOX Always verify Bcal ELECTRICAL NOTES: ‘TW �' _ _ "�a — F ! :T x BBPAB W M . ATARA�NMR aa.we [ / DUVALL AVENUE NE o mivwn[rexmesro wx Fm a �»_ ..aPrt E>m wMxaMx am MOPMLAca wrtx t.7, III JUNCTION WY-Mara 104FOUlL / i -{Q wnAU lewm9ours Wmom1l JR.rnON.OL i un O DOTZ.MUT IRDMM POLE OLUNWAE TO ,_ Siii i 100 GOTxO wLLtxWR MU IOTA iO SWABS f -..-- •• r /,�c,C0A<L Fw UONTWO ICX[ur Lmtlw1MainG 'F'C'/u wNET. S z `i.Q.EE G °o.nw o`a�PU[w"a`°x PLAN ES ASSOSArtiA:u0.110N SNOWS.`aGFRxc•E.cox SCALE Id far ` OM MO w:.m PAWLLS momNA:NU W W I ix,r y.&dA Sala NaVallar OW WANG MOOT. on a , W N r, DUVALL AVENUE NE uWF� . Ma._ _ _ _ .ae ___—____MS.' ___ - _,________�L; � �PrA,e". Oil. y W aBR f y q f ELECTRICAL LEGEND: scv[• 615u SWARM saeSONEmrTT•[s t LM m [ONnmu[PGPWa PLAN ah'S., GENERAL NOTES: .-x UcaAnv.Wawa,sou MO unlearn a WW1 rafterCmwei= BO LG[ATIOl aCOIMUR AIM MIaa.l.MSME SNOWS',MAW ...IWALLOGMaO _ Merl OW WALL CAW aUtf • TTR Of WON BOLE MORRVF POLE a/WA SMALL RM OW'TOT consomme. d Mdd U WOMBnallir Of TSB mNTX.[IOx. ROrir•w.IV.surTOF .• Rama aracd WA AODMMT 1 AB COMOUsTOM.330BALNFMS,ROFSTIPM HASA OCsesurrONSMOSTINLMNTSSW.LL BF a PRE ♦ MOM U. WFLSDW Gd ALNC10LIS SIGN ��Woe�OUw/wMIIMM ____[vxULIT00 wx[SOIIOIUl 41aal POMSAM POLWd1OI.S Ss.E.ME01 PWORNMORULGnon TAW RSSTIRAN La. • — ',pMTRM LvwunpM O KLawd0PG s BOA TRAMBOAT T`riON rwlkt An�NAMEWxABOX anIOrrar-OWeft SUBMSau''z arx`w'iiAiiaaF:xixss YFM10 1 Eww1. 1. 0 A lM.wMsmm«wual Safi 1Lo B.SU mnsn RAN vs FOPA0TON.Larra..arra. -a Oa Mae PO Mall.a1aaoa O [MR..NOR • CITY OF RENTON D WALL AVE NE E2 S},N BIDS DOCUMENT T[L ....--.-..-- .: „....i.__ SUBMITTAL r• a•ueX�wa n r Ws ��`— w monomer... -1.-1- Mx._ ELECTRICAL AL PI..N vTT. •w• -. - f rmow•P. n..Tu rex STA P9P•50 ro STA 906.O0 nunwm • SHEET 1 OF 10 Provided co Builders exchange of WA, Snc.For usage Conditions Ag emene fee wv dwarfs.Com•Always verify Seal 4/28/22, 11:19 AM Respond To RFI RFI No 18 Gray & Osborne CMS CITY OF RENTON - CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Thursday, April 28, 2022 VIEW RFI Subject: Mega Lugs in lieu of Shackle Rods Date: 2022-04-28 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=18 1/3 4/28/22. 11:19 AM Respond To RFI Spec: Other: Original RFI Request: We have talked with Tom mane with Renton water, he has approved the use of mega lugs in lieu of shackle rods. We want to confirm the deletion of shackle rods and the use of mega lugs on fire hydrants. Attachments: No attachments Date Reply Requested By: 2022-04-29 Cost Impact?: Y O N QQ To Be Determined If"Y" Specify Amount: 0 Time Impact?: Q Y ON QQ To Be Determined If"Y" Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g- o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=18 2/3 DUVALL AVE PROJE FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DIM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. / -J --MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF --.- 3' --► SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG. 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. iiix HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE •e®, EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION 2"- BACK OF SIDEWALK AS REQUIRED. CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A /�OR PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE i 36" MIN I LL >,� -t COVER .� CONCRETE BLOCKING ��% MAX. 18 feet - _ 'A ett CONCRETE ...®m°t" `>% H� �1 THRUST BLOCK ' p. MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. As_-,4 w 0,4,,, 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT -,\ ' • - - EMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. • 16" x 8" x 4" MININUM 1/ ARD OF 1 1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' AB* E BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYET ENE ILM AROUND TOP AND SIDES OF GRAVEL. SHACKLE RODS CAN BE DELETED IF MEGALUG RESTRAINT GLANDS ARE INSTALLED AT THE VALVE AND AT THE HYDRANT"SHOE". FIRE HYDRANT ASSEMBLY WATER UTILITY a agafour 04/28/2022 LEVEL ALL GROUND LEVEL ALL GROUND / MIN 3' RADIUS \v , MIN 3' RADIUS + los 1 4 ONE MAN ROCK e 4. 6)110/11' ` 1di 511M7115EM • \ 6" CONCRETE PAD �� 6" CONCRETE PAD 1rll t� CUT FILL HYDRANT LOCATION IN CUT OR FILL 0, O PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN — 310.1 DEPARTMENT ("A'N To 2 MARCH 2010 4/28/22, 11:19 AM Respond To RFI Response: The City will allow the use of megalugs retainer glands instead of 2-3/4" shackle rods for short hydrant runs (18 feet or less) if the megalugs are installed at the valve and at the hydrant shoe, per the attached detail. V4/28/22 https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=18 3/3 Gray&Osborne CMS RFI 017 CITY OF RENTON-CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi cfm?MM_logout=l) Tuesday,April 12,2022 VIEW RFI Subject: Thrust Block&Tapping Tee Clarfication Date: 2022-04-12 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Clarification on thrust blocking options at hydrants and 16"tapping tees. Attachments: No attachments Date Reply Requested By: 2022-04-14 Cost Impact?: C Y O N C?To Be Determined If"Y"Specify Amount: 0 Time Impact?: C)Y ON Q To Be Determined if"Y"Specify Amount: 0 Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g-o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: Response: The concrete thrust block may be deleted behind the fire hydrant 16"x6" Tapping Tee locations. The concrete blocks behind the fire hydrant shoe may be replaced with ecology blocks instead of poured in lace concrete. See the attached detail. 4/13/22 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION: M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS. SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REOUIRED. V MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ TWO-PIECE CAST IRON VALVE BOX WITH LUG 5'x5'x6" THICK CONCRETE PAD AROUND TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. Lim HYDRANT. FINISH TO MATCH SIDEWALK. STANDARD 8" TOP SECTION WITH REGULAR BASE EXPANSION JOINT AT SECTION LENGTH TO FIT. VALVE NUT EXTENSION BACK OF SIDEWALK AS REQUIRED. 2" "J CONCRETE SIDEWALK RAISED PAVEMENT MARKER TYPE 88-A 770R PLANTING STRIP STIMSONITE TWO-WAY BLUE REFLECTIVE 1 36" MIN" EXISTING 16"DI WATER IN DUVALL AVE NE 2'x2'x2' • COVER PARTIA_ECOLOGY BLOCK CONCRETE ULOCKINO •`% 1 • i1 I QHI ` II Iti�1> CONCRETE po 16"x6"TAPPING TEE TIRJST DLOCI( .,� ,ram ..r �...�< <.�t_� t�- �,' 6" GATE VALVE (FL X`MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY LEVEL ALL GROUND LEVEL ALL GROUND MIN 3' RADIUS ' '�� MIN 3' RADIUS •'•s` ONE MAN ROCK Ij ,� 6 17 ow INA ` 6" CONCRETE PAD 6" CONCRETE PAD CUT FILL • HYDRANT LOCATION IN CUT OR FILL PUBLIC WORK FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMIEi�•I �,\T . 'vIARC1-1 20i RFI 016 Gray&Osborne CMS CITY OF RENTON-CAG 20-065 DUVALL AVE NE tstafford logged in I logout(View_rfi.cfm?MM_logout=l) Friday,April 1,2022 VIEW RFI Subject: ( 2'Pave Back Date: 2022-04-01 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE • G80 Job Number: l 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. 111 Plansheet: Spec: Other: Original RFI Request: We would like to ask if the 2'pave back between existing asphalt and new curb pan can match ' existing?Which will be a 6"hma section instead of the 8"shown in the plans. Attachments: No attachments Date Reply Requested By: 2022-04-04 Cost Impact?: O Y ON OO To Be Determined If"Y"Specify Amount: 0 Time Impact?: O Y ON OQ To Be Determined If"Y"Specify Amount: l 0 -- - - - ---- - ----- -- - --- - - - - -- -------- ----- --- ---- Email Notifications Sent To: cclark@parametrix.com,droman-sanchez@g-o.com,Flee@rentonwa.gov,tstafford@g-o.com Response: No, proceed with the pavement section as shown per plan. ‘71743— 4/7/22 RFI 015 Gray&Osborne CMS CITY OF RENTON-CAG 20-065 DUVALL AVE NE atasord logged in i logout(view_rh cfm7MM_logodt=1) Wednesday,March 9,2022 VIEW RFI Subject: Existing FLashing Beacons Date: 2022-03-09 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Attachments: FILENAME RF I15FIashi ng Beacon s.pdf (https://gocros2.grayandosborne.com/renton_2059300//uploads/rfi/15/RFI 15FIashingBeacons.pdf) Date Reply Requested By: 2022-03-14 Cost Impact?: 0 Y 0 N U To Be Determined H"Y"Specify Amount: 0 Time Impact?: O Y O N O To Be Determined H"Y"Specify Amount: 0 Email Notifications Sent To: cciark@parametrix.com,droman-sanchez@g-o.com,flee@rentonwa.gov,tstafford@go.com Optional emails: Return Phone (253) 383-5022 s'i i j i / 01.111 Fax (253) 272-5214 ELECTRIC NIDEMIONNEan Request For Information 4741 — Duvall Ave NE RFI Subject : existing solar powered flashing beacon To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking &Excavation Inc. RFI Number: 4741-6 2207 Inter Ave,Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 3/9/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No:253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested Construction note#14 directs the contractor to install a new base for the existing pole. However, it is possible to simply move this pole and appurtenances to its new location with the existing foundation. Totem would, of course, ready the new location and compact the necessary fill material.Would this be acceptable? Details Primary Activity Affected Drawing Detail Spec Sgnl & Ped Hds, Ped Button, Term Cab, E2 (sht.69 of 94) Station 903+14, 40.0' PreEmpt RT. Schedule I Cost Impact To mitigate schedule delay, return by the following date 3/14/2022. This problem is possibly impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: _ Dated: 3/9/2022 Fred Duke Project Manager Parametrix Response: That is acceptable as long as compaction requirements are met, and the City in- spector determines that the foundation is not damaged and acceptable for re-uti- lizing. The risk of damage would be the Contractor's responsibility. -Cindy Clark, PE ELECTRICAL NOTES: ra 0.MLefHWw NI�iER.3011<PSSSPEEi F10 N Q _ POPO..us..:W m .1�1.1=0/1.ncign147 wrx s1v wFvsuxf Mg �s V fixisnrn cv,of»sroewwc H __. ._ _. -fPOn',v RuO wwW».e m mx nv,v«vm auTEc rod, - ...a e11�m � � _ DUVALL AVENUE NE twa. —^ — .IOC)inwxnrog7,`"vm;: ufnn,»owTm OER T MU.POLE IMOMdl EMVO.PO -a_...- ..M 1_ - � 3�� 1 • --� 4 I^WONG it...POMO.TORE.. \ H r+�- -'t, 4_,0 s[.vgrcAltwiritnen Mar,Mg W Omi«a Z �'C� \.1 .10• ann45owvOSPOIOn vxxc MOON r�i lv%w souro.*aftm.smucrREw I P.,saL.loawl« uio.TwtNsr 06 POSE PLAN ® AWWM3Ev.Tltt nox'a`TsnoWNoofuvwaeE.AnT ?Q� fe wwn TC/ e <foR«sruuTox x03ig6 ii— NgPAO A 1,ET OfE rtf eu Luang oi N«.tat N«RSP.Of Txf OUn6E WO.x0 Val xv.ra PM coORO x.rE wau.een (1 W nM.%7V aG 1 u:1tG,axrT0tor. > W Co DUV ENE ---A , _...._... Y E Pa es1PM M. ma.W, 101 111 „OM faHlti (/ — ;nw _ ELECTRICAL LEGEND: '+ss-'' 'I •eu AMMON.OMexstOO t"tt I.x.sl CMcanes ooco.,n PLAN CO •'� scut• ■ ...MTGENERAL NOTES: .-}( 0E3n30m[1100Pwp0u.00.4 sw m MIME ue.Er ® SNOWNEGNEM lxsu sslaiuoxT MO sRWuwOv.u.T e M b Awt«VERO.O.'OnMEW.at.3 MO, • T.fnwLLaunoNS COMACTOIs • rTEEPSNuwEPOSE POWER pod co.3.1SOW SE r�O TO.30TOP AM n103.. ..s.0.6.01 POOL. P13me0xP36fls3rtol a fuwixGefKox sret.ow«e MO.,HOES.. 3.1 Of scxM POSE • OZ.sfao sS. LOHSOIiN E.a. u 1131. ... C.*NOW POOWt..w1. n WIN UMW., .swNU noon. P.m«,ss xM.«ew�P.m.334.313331.3.13.3.6 srom.Pt,te. •PORxr MEmRnx,nox Wan RugaPrOkg..M10e 0 POO S. r mw i Titt Oaraawa -a wan,w».,nun ©se wasa.uuwvinTEm c sTr OOP MOW sawR,owrRanuuErn..LxoTa -- E«ERGENc.MP PM..OFT!:ron O, wLL,muLxon .A- `.� _ rue, son CITY or OF RENTON- oWALL AVE NE s.,..<., E2 L e +, 070111._ BD DOCUMENT x ono. .Wan«NmxW ... a. `'S/• 1 nn SUBMTTAL wfo.seism..wo. «s ARASOTa ELECTRICAL ETA90 on Ilel. ��xo w or v STA A9 SHEET TO 90A.0u SNEET 20f 1H Provided to Builders ENcx«ge of.A, 1ne.For'large Condit Sons Agreement eve we dues.ccre-Slurs Verily Sul RFI -013 Gray&Osborne CMS CITY OF RENTON-CAG 20-065 DUVALL AVE NE VIEW RFI SubNct: Rt.Linea Dale: 2022-02.25 Project Information Owner. CITY OF RENTON Project CAD 20Ufi.5 DUVALL AVE NE 0a0 Job Number: 20511100 Contractor REED TRUCKING APO EXCAVATING.NC Plan P eFet: Othr OrIgInN RFiflaau»L' Rosso valy that we pre WM ng lip 5..Charge 0.rNo.2 b ufa daatic lbws irepad of the paint lbws s m.Me db hams spa.paint hut the specs owcIN plea'Jd Chong Order No.2 has now been change Ina no cast 9wnge for tip LC Crippler Plate. Attachments: FILENAME RAMlP5APantlinerewweo.p01(ntlost/goona1.grayareoeban..romhenIon_a000*)0PNploadatlptY'RAMMIW+aI!lcn ewwoa.p4t) CO2dpred.pdi Intpw/tgplans2.grayslMosborne.roMreMnn_20553WI/udoad.Ae13CO2slgued.pdf) CO2Re0aeeSoned.pdt IMgs!IgVPrs2 grayand.ebone cmpabnJ05O3000upbadLMt 3/CO2RansepsSI,so poll Oate Rainy Reavespd ey 202502.25 Cost Impect''. ;;Y ,,N C To M D.Nrrnined II'Y'Specify AmOunf o T.mn mp + ')Y �:`N To Re Doomminod II•T Spw:lty Amount 0 Email Notifications Sari To: ccladEEparamebbLcom.Eroman-sanchenEmm.wm.M®renbnwagovlaMfr rdegm.mn OPtlonelematla: dwnya5Erxetp0nrg.com Return Response: It is confirmed that the original Change Order No 2 to use plastic lines instead of paint line is deleted. It is confirmed that Change Order No 2 is now for the change for the LC Coupler plate. Cindy Clark, PE 2/25/22 L illip Change Or er No. 2 Contract Title: Duvall Avenue NE Contractor: Reed Trucking&Excavating Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) ❑ Unilateral Amount Working Days Original Contract: 260 $5,218,1 1.95 Current Contract: $5,21:, 71.95 260 Estimated Net Change This Order: $ 8,626.50 0 New Contract: $ ,269,383.45 260 ,Prepared By: Issued By: __._-_.__._ 2-11' T si ent g ee r D- e Engineer(city of Renton Transportation Date --- "anager) This partially signed Reviewed By: change order is it By: deleted. Engineer of Record - Date Surety(Gre an 25%cost and/or 20% Date ti ease) Reviewed By: Endorsed By: &Th`t.--___ T •1—/6)ao City of Renton Proje Manager Date Contractor Date Reviewed By: Executed By: City Attor y Date City of Renton Public Works Date Administrator/Mayor Cha ge Order No. 2 C. tract Title: Duvall Avenue NE ontract No. CAG-20-065 Page 1 of 3 THE CONTRACT IS MODIFIED AS FOLLOWS: Description of Change: As required per Field Work Directive No 1: • Delete the following Bid Items from the Contract: o Bid item A88 Paint Line,Quantity= 12,300 LF o Bid item A89 Painted Wide Lane Line,Quantity=350 LF • Add the following Contract Items to the Contract: o Plastic Line,Quantity= 12,300 LF o Plastic Wide Lane Line,Quantity=350 LF • By this change order,plastic line is required and shall meet the requirements of Special Provision 9-34.3(4)Type D—Liquid Cold Applied Methyl Met -crylate and the glass bead shall meet the requirements of Special Provision 9-34.4 Glass B-.ds for Pavement Marking Materials. Reason for Change: Proposal: This partially signed The Proposal included bid items for pair change order is le plans require plastic line. deleted. Materials: Plastic Line—12,300 LF Plastic Wide Lane Line— 0 LF Plans: No changes tot - Plans. Adjustment: This C -nge Order includes changes as defined in 1-04.4. Specifically,the altering of spe ications (e.g. plastic line). The estimated cumulative cost of these changes is $ :,626.50.The estimate is attached. Exte-sion of Time: ange Order No. 2 Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 2 of 3 The Time for Completion is extended 0 Working Days. Equitable Adjustment: This Change Order includes an equitable adjustment in the new unit prices for elastic line and plastic wide lane line, per Section 1-09.4 of the 2021 WSDOT/APW. tandard Specifications. Payment will be measured and paid under the respective unit price fo the new contract items of Plastic Lane Line and Plastic Line. The attached Estimated 'ost lists the unit contract items that are added due to this change and the unit bi. items that are deleted due to this change. The unit contract item quantities are esti :tes;the Contractor will be paid based on the actual quantities installed. This partially signed change order is deleted. Sections 1-04.4 and 1-04.5 of the 2021 WSDOT/AP, A Standard Specifications shall govern this Change Order. The Work of the referenced 'ontract is modified to include the changes detailed herein.The payment provided for he ein shall constitute the complete and final settlement for all costs of labor,equipmen materials,overhead, profit, permit fees,and all other claims that may be made by the Co tractor as a result of this change. Attachments: Forms to be attached to Cha :e Order E Plans ® Equitable Ad. stment Determination Change order No. 2 Contr. t Title: Duvall Avenue NE Con act No. CAG-20-065 Page 3 of 3 Equitable Adjustment Determination - CO No 2 Project Name:Duvall Avenue NE Contractor:Reed Trucking&Excavating Inc. Contract No:CAG 20-065 By: Tani Staffo Construction Manager: Tani Stafford,PE Date:2/10/2 Bid Item Cost Bid Item Quantity No. Description _ Change Unit Unit Price Total A88 PAINT LINE -12300 LF $0.60 -$7,380.00 A89 PAINTED WIDE LANE LINE -350 LF $0.75 -$262.50 Bid Item Cost -$7,642.50 New Contract Item Cos New Contract antity Item No. Description Unit Price Total 2-A100 PLASTIC LINE This partially signed $4.33 $53,259.00 2-A101 PLASTIC WIDE LANE LINE change order is $8.60 $3,010.00 New Contract Item Cost deleted. $56,269.00 ESTIMATED CHANGE ORDER COST I $48,626.50 Please resubmit for paint line f id items A88 and A89. The City will not require plastic line as shown on the WIWashington State plans Department of Tran 1twqutst-Tt M royal of Material Contract Number FA Number N/A SR Duvall Ave NE Date 8/20/21 CAG 20-065 Section/T'tie of Project Duvall Ave NE County King Contractor Reed Trucking & Excavating, Inc. subcontractor Stripe Rite, Inc This form shall be completed prior to submittal. If this form is not compete at time of submittal it may For ^^T Use Only be returned for Information that was omitted. RAM M 005A PE Use Bid Item Material or Name and Location of Fabricator, Specification PE/QPL Hdgtr/QPL HQ Use No. ProducUrype Mantfadurer or Pit Number Reference a Code A88-A89 Solvent paint SEnnis Flint 9-34.2 4 10 , OR A88-A89 WB paint Ennis Flint 9-34.2(5) 10 Salem, OR A88-A89 reflective Potters Inc 9-34.4 10 glass bead Canby, OR r t Project En eer/RQp ntative Date State Materials Engineer/Representative Date 9/10/21 Acce tance Action Codes for use by Project Engineer and State Materials Laboratory 1. cceptance Cri if-OW-Acceptance based upon"Satisfactory"Test Report for samples of materials to be incorporated into project, ►e Acceptance Criteria: Mfg. Cert.of Compliance for'Acceptance'prior to use of material. ® Acceptance Criteria: Catalog Cuts for'Acceptance'prior to use of material Catalog Cut Approved Q Yes ❑No 4. Acceptance Criteria: Submit Shop Drawings for'Approval'prior to fabrication of material. 5. Acceptance Criteria: Only'Approved for Shipment','WSDOT Inspected'or'Fabrication Approved Decal'material shall be used. 6. Acceptance Criteria: Submit Certificate of Materials Origin to Project Engineer Office. 7. Acceptance Criteria: Request Transmitted to State Materials Laboratory for Approval Action. \" Source Approved: rt sY �Agproyat w� Solvent Paint and WB paint are not allowed for A88-A89 Bid items. Plastic line. tittelk MMA, is required per SP 8-22.1, see COR 109 and plan sheets CH1 to CH4 .. 6: WI hh : ��- m Miscellaneous Acceptance Criteria. Surface drop Glass beads shall be "Utah Blend" with a Remarks Methacrylate compatible coupling agent approved by the (PE): material manufacturer, per Special Provision 9-34.4 Remarks This blend does not appear to be made by Potters (HQ): Also, please provide a submittal for Bonded Core Elements per SP 9-34.4 DOT Form 350-071 Project Engineer Distribution Revised 03/2021 ®Contractor DRegion Operations Engineer ❑Fabrication Inspection ❑Region Materials Ei Stale Materials Lab-MS 47365 This is confirmed to be the current version of Change Order No 2, partially signed. c.•TY "' r Change Order No. 2 Contract Title: Duvall Avenue NE Contractor: Reed Trucking& Excavating Inc. Contract No. : CAG-20-065 Federal Aid No. : N/A ® Ordered by Engineer ❑ Proposed by the Contractor(VECP) O Unilateral Amount Working Days Original Contract: 260 $5,218,171.95 Current Contract: $5,220,756.95 260 Net Change This Order: $0 0 New Contract: $5,220,756.95 260 Prep. ed B : Issued By: ,414/111, 2/22/22 Re idenood!"- pr Date Engineer(City of Renton Transportation Date Design Manager) Reviewed By: Consent By: N/A Engineer of Record Date Surety(Grea 5%cost and/or 20% Date ti ease) Reviewed By: Endorsed By: City of Renton Project Manager Date Contractor Date Reviewed By: Executed By: City Attorney Date City of Renton Public Works Date Administrator/Mayor Change Order No. 2 Contract Title: Duvall Avenue NE Contract No. CAG -20-065 Page 1 of 3 THE CONTRACT IS MODIFIED AS FOLLOWS: This is confirmed to be the current Description of Change: version of Change Order No 2, !partially signed. Replace the second paragraph of Special Provision 9-29.13(10)A Auxiliary Equipment for NEMA Controllers with the following: 9-29.13(10)A Auxiliary Equipment for NEMA Controllers (******) Fiberoptic Termination Panel The signal cabinet shall include a 12-port wall mounted fiberoptic termination panel with loaded duplex single-mode SC coupler plates and splice tray. The panel shall be a Corning SPH-01P with (1)CCH-CP12-59 coupler plate. This is in lieu of the LC Coupler Plate,CCH-CP49-A9,called for in the Special Provision 9-29.13(10)A(Bid Item A85). By this change order,the fiberoptic termination panel shall meet the requirements of Special Provision 9-29.13(10)A Auxiliary Equipment for NEMA Controllers noted above. Reason for Change: The Special Provisions did not include a more recent City of Renton special provision for the fiberoptic termination panel. Materials: FO Termination Panel Change Plans: No changes to the Plans. Adjustment: This Change Order includes changes as defined in 1-04.4. Specifically, the altering of specifications (e.g. FO Termination Panel). There is no cost associated with this change. Change Order No. 2 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 2 of 3 This is confirmed to be the current version of Change Order No 2, partially signed. Extension of Time: The Time for Completion is extended 0 Working Days. Equitable Adjustment: This Change Order does not include an equitable adjustment, per Section 1-09.4 of the 2021 WSDOT/APWA Standard Specifications. This is a no-cost change order Sections 1-04.4 and 1-04.5 of the 2021 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. Attachments: Forms to be attached to Change Order Plans Equitable Adjustment Determination Change Order No. 2 Contract Title: Duvall Avenue NE Contract No. CAG-20-065 Page 3 of 3 RFI - 012 —-_� Phone (253) 383-5022 rrr' Fax(253) 272-5214 rf ELECTRIC GEIMEEMENNO Request For Information 4741 — Duvall Ave NE RFI Subject : luminaire L08 shaft/foundation To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking &Excavation Inc. RFI Number : 4741-5 2207 Inter Ave, Suite A RFI Revision Number: 0 Puyallup, WA 98372 RFI Date : 2/17/2022 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested Please reference plan sheet E9(76 of 94), specifically Table 1 &Table 2 in upper right hand corner. it appears that foundation L08 is to have a 2' lower circular section and a 3' upper rectangular section. If so, Totem proposes to pour the shaft full height(5')as a rectangular section. Please verify and confirm. Details Primary Activity Affected Drawing Detail Spec Signal or Lighting Poles- Including E9 Table 1 &Table 2 Fixtures Schedule / Cost Impact To mitigate schedule delay, return by the following date 2/22/2022. This problem is possibly impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: Dated: 2/17/2022 Fred Duke Project Manager Parametrix Response (2/22/22): The Contractor can pour a rectangular section the full height of L08 as long as the reinforcement is the same as the circular section. RFI- 011 Gray&Osborne CMS CITY OF RENTON-CAG 20-065 DUVALL AVE NE tstaftord logged in I logout(view_rfi.cfm?MM_logout=1) Tuesday,February 15,2022 VIEW RFI Subject: Locations for Utility Vaults Date: 2022-02-15 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Not seeing any locations provided for the utility vaults.Please provide station and offset,or coordinates for these. Attachments: No attachments Date Reply Requested By: 2022-02-16 Cost Impact?: C Y C.N *To Be Determined If"Y"Specify Amount: 0 Time impact?: Y 0 N *To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: ccIark@parametrix.com,droman-sanchez@g-o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emalls: Response: The station and offsets for the utility vaults are attached. 2-15-22 GENERAL NOTES: In = I.LOCATING EXISTING UTIIFCTEs PRIOR TO • 0~p CONSTRUCTION SHALL BE THE RESPONSIBILITY OF W THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT = z 70 THE ATTENTION OF THE ENGINEER FOR RESOLUTION. 2.ALL VAULTS AND CONDUITS SHALL BE INSTALLED AT THE GENERAL LOCATIONS SHOWN ON THE PLANS. 3 LOCATION SHOWN ARE SCHEMATIC CONTRACTOR 892+00 Oq+M SHALL COORDINATE EXACT VAULT LOCATIONS AND _ _��_ _�__ __ _ _ 89N00 _ Cu' N�A�AT WITH THE ENGINEER PRIOR TO ��" _ ft.,. _ Ku CLNE y 3.LOCATIONS AND DESIGN SPECIFICATIONS FOR 1 Q Q ® Q ALL AVENUE NE �s�— � �_L!1 kOUIPMENT AND TRENCHES SHALL BE COORDINATED :91+87 tl,444 RT W 1J' DLIy �� WITH PS2,PRIOR TO CONSTRUCTION. :.3+53]'43 0 RT tt Of 4.CONTRACTOR IS RESPONSIBLE FOR EXCAVATION, Q . ' , - ." 00 TRENCHING,INSTALLATION AND BACKFIII OF PSE �� P P P - _g—P _. -G- y^ !T■I..l� Q SUPPLIED MATERIALS AS NOTED ON THESE PUNS. • � M I /, Q ,� ,- ,.© 1 Q _�_.�"_�.— --_ j S ARE SHOWN FOR NG AND PR PEfENEFICE ON THE PLANS. D UNDERGROUND UTILmEs 42 POWER UNDERGROUNDING NOTE •I.48 1'.aBBRT � G Ol-�•�" a O INSTALL VAULT-PSE DETAIL X 2'G'XTPIlL..... F �0 GRADE HANOHOLE.SEE DETAIL 1,SHEET PU4. Ct 1J" INSTALL VAULT-PSE TYPE CEP X T X SID BELOW 2 O GRADE 575I-BO%A PULL VAULT WITH ANTI-SKID DOORS.SEE DETAIL 2,SHEET PLM. HIATON ANDOHFSEI T HAOVIUED AIZE1-OR GUIDANCE ONLY INSTALL fDN WR RISER(S)ACTOR MUST CONFIRM LOCATIONS WORK WITH EXISTING AND O (S)ON PSE UTILITY POLE PROPOSED UTILITIES AND ADNUSI IF THERE ARE CCNRICTS IN GENERAL, SIZE AND QUANTITY AS NOTED ON PLAN. PLAN ALL VAULTSMUST BE LOCATED OUTSIDE OF ROADWAYS,CURBS,RAMPS AND WALLS. INTERCEPT EXISTING E CONDUIT AND ROUTE SCALE WELLY O PS INTO NEW VAULT.SIZE AS NOTED ON PLAN. 0 b Og CONNECT CONDUITSINTO EXISTING PSE VAULT. PB INSTALL VAULT-PSE TYPE sr 23"X Er BELOW GRADE FIBER VAULT.SEE DETAIL 3,SHEET PU4. P) POLE TO BE INSTALLED BY NE PRIOR TO CONSTRUCTION.LOCATION MAY NOT BE AT EXACT LOCATION SHOWN. W > OREMOVE EXISTING PSE VAULT.CONTRACTOR TO COORDINATE REMOVAL WITH PSE. W • x COMCAST(JNDERGROUNDING NOTES: O INSTALL CONDUIT RISER(S)ON EXISTING PEE DUVgL min POLE.SIZE AND QUANTITY AS NOTED ON 01 PIAa — LAVENUE NE OINSTALL VAULT-COMCAST TYPE 1'6"%3'0 ABOVE 00 - _ BONIO— _ a GRADE PEDESTAL. --__ OF �'�-���Lao � -�N-_— CAINE O CONTRACTOR TO COORDINATE WITH COMCAST Z __ W _I—J- FOR CONDUIT COMCASTD ROUTIINTERNG INTOTION OF EXISTING �/ ___,__ _�-- -900W0 _ y AND ROUTING NEW PEDESTAL u 1 ia-a Q µCONDUITSCH TDULLE �P i :TeIIaYrlfFLla• LEGEND: ND-COMM �- --'------P-- ' ® COMMUNICATIONS VAULT QY NOW` CC4ltlltr P.-�P----P�.�P— P�P__ P__12 -.-_P �-.; BnfPl POWER VAULT I MIIP I. I 0A H -Tv• COMMUNICATIONS CONDUIT I ALP I y t AIL 1 'a' N V = P POWER CONDUIT 4 •IF 1 _ .E�7./1 w O s IDIDLE _--z _ _ ""V CONSTRUCTION NOTE 4 I LE 2 © CONDUIT NOTE T ARID I SEE WIRE SCHEDULE ! IDLE Y PLAN . sso Ls 4 N PSE IDENTIFIER -_.,4. pV Y SCALE IN FEET �� ® II ZIP I 0 70 40 r..?sa..., % camen�n_ a CITY OF RENTON DUVALL AVE NE PAYH N;; PU1 I',R R IX3NO M: RRa weLLE waaGEFAR,NENr NIOACI All Ilalnvas _ Parametrlx CONFORMED SET f115PORTA110M0911OA MONO SO. Ot�' MM.,FOR COMPAIKrlDH POWER UNDERGROUNINNG PLAN NMI NL:R: NE 7TH PL TO NE 9TH ST FE9m21 N DOR REVLSION DESCAIPTWN TT TTT I. F ..,.. FIIF.RUIIAIT191MSN.A1. —r......� ' J -- GATE:'l1AC r NEET MD. M OF II SHEET 1 OF 4 Al III GENERAL NOTES: 1.LOCATING EXISTING IITIUTIES PRIOR TO CONSTRUCTION SHALL BE THE RESPONSIBILITY OF ///A����----��VX LPR1-4' THE CONTRACTOR.CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR N N Ss PROPOSED MTN RESOLUTION. 14.1 2 - \� EASEMENTLI 2.ALL VAULTS AND CONDUITS SHALL BE INSTALLED Al I \ 1-4" ®/) ° THE GENERAL LOCATIONS SHOWN ON THE PLANS. ,1\�L^:bi/• `/``C:/ LOCATION SHOWN ARE SCHEMATIC CONTRACTOR Na 1. __ __ SHALL COORDINATE MCI VAULT LOCATIONS AND �. 4 Na L4 T ELEVATIONS WITH THE ENGINEER PRIOR TO _ INSTALLATION. 1-3-,1J"lra/ ® ®O 3.LOCATIONS AND DESIGN SPECIFICATIONS FOR � ' p27.00.2,38 Cr LT• EQUIPMENT AND TRENCHES SHALL BE COORDINATED ♦ WITH PSE,PRIOR TO CONSTRUCTION. CLINE 1IyA♦ ,.....2 Q T) 4.COONTRACG.R IS RESPONSIBLE FOR EXCAVATION, PSI r M+N HMO L 813+00 u y21� SUPPLIED MATERW5A5 NOTED ON THESE PLANS. .- -� - -- . - --- —1 - DUVALL AVENUE NE ~ 5.EXISTING AND PROPOSED UNDERGROUND UTILITIES © HAD SHOWN FOR REFERENCE ON THE PLANS. _ �\ I A A —: A POWER UNDERGROUNDING NOT "-'X'L/ A F T P % 'GRANSTDE VAULTUANDH LE.TYPE TA'%.SIRE T P INIAJW 4 ■ /� -I, - ____..P �-P� OGRADE HANDMOLE.SEE DETAIL I.SHEETPW. E T l ' A - , ' P-- 7♦ ' ` O GRADE 5751-BOX&PULL VAULT WITH ANTI-SKID L INSTALL VAULT.PSE TYPE VB.X r X VB.BELOW - • A :T16::LYc§LI.1i �.i Q '18.96.V 390 RT Q DOORS.SEE DETNL 2,SHEET PW. 118.80.2 ALERT O® 1-2',2-3'2 O (go y P3 SIZEINSTALL CQUANTIY6S E PLAN. POLE. �Lii' E18.911'HSRT OSIZE AND QUANTITY AS NOTED ON PUN. INTERCEPT EXISTING PEE CONDUIT AND ROUTE of . PLAN 18872,380RT) O INTO NEW VAULT.SIZE AS NOTED ON PLAN. SCALE IN FEET O CONNECT CONDUITS INTO EXISTING PSE VAULT. 20 4 0 20 0 OGRADE VAULT-PST TYPE ETAIL 2'3'%2'9'BELOW GRADE FIBFP VAULT.SEE DET3A1' SHEETPW. P7 POLE TO BE INSTALLED BI PSE PRIOR TO CONSTRUCTION.LOCATION MAY NOT RE AT EXACT LOCATION SHOWN. OP9 REMOVE EXISTING PSE VAULT.CONTRACTOR TO COORDINATE REMOVAL WITH PSI CONDUIT SCHEDULE ' I..lCONDUIT.CONDUIT ,T cob suE A LOOM NIaT.woETo1R. r 11 DIU 11 IOU M 101E IN 101.E . -i IN IOU i 17 101E 1 LEGEND: u_ mG n NAP ' RR m'AMUNICATKK6 VAULT O MLR ljLJrP1 POWER VAULT 1' NIP -_..�. a OW 1 —TV COMMUNICATIONS CONDUIT a ROOF 24 REF - --P POWER CONDUIT .—.-__ PA 110IP OCONSTRUCTION NOTE © CONDUIT NOTE SEE W IRE SCHEDULE () PSE IDENTRIER a °AR 1 SNNVOID CITY OF RENTON DUVALLAVENE omw151)4 PU2 H_le a�a'Aw MMwN O.: M6 i d E.G.,. he. HeUCWOMswARTMENT FRONCTNO u41nsw5 �, Parametrix CONFORMED SET RAUIXUrATI"N ONM"N OHM _ POWER UNDERGROUNDING PLAN FED AID NO �' - RRo3R'rw, OIL • STA 916+50 TO STA 921+50 DATE FEB w.1e1R MYBUNDSCRIPRGN CI ANT DATE : MD NRMlTOFOHYAI .— `�� 4 CnNwTRDCTNr DATE, SHEET 2 OF 4 SHEET NO IS of 94 Respond To RFI Page 1 of 2 RFI#010 Gray.& Osborne CMS *(index.cfm) CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_Iogout=1) Monday,February 14,2022 • VIEW RFI — —�---- — --- — __ —-- — — r F Subject: Reinforcing Steel for thrust and anchor blocks , Date: 2022-02-11 Project Information i t ! Owner: CITY OF RENTON } Project: ( CAG 20-065 DUVALL AVE NE II it G8O Job 20593.00 Number: Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: i 1 I I Original RFI Request: There are no details provided in the plans and specs showing the need for reinforcing steel for !thrust or anchor blocks.Please advise. J Attachments: No attachments Date Reply 2022-02-14 Requested By: Cost O Y ON 0 To Be Determined Impact?: 0 1 https://gocros2.grayandosborne.com/renton 2059300//view rfi.cfm?rfi. id=10 2/14/2022 Respond To RFI Page 2 of 2 If"Y" Specify Amount: Time 0 Y ON 0 To Be Determined Impact?: If"Y" 0 Specify Amount: Email Notifications cclark@parametrix.com,droman- Sent To: sanchez@g-o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: dwright@reedtrucking.com Return Response: No reinforcement is required for thrust blocks per COR detail 330.2. Shackle Rods required for anchor blocks per COR detail 330.3 See Special Provision 7-16.1(7) regarding shackle rods to do with anchor blocks. 2/15/22 https://gocros2.grayandosborne.com/renton 2059300//view rfi.cfm?rfi_id=10 2/14/2022 /f� 11-1/4° BEND 22-1/2° BEND 45° BEND <it ...,k I1I " ICI{.' CAP U, • TEE 90° BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM LILT OR COMPACT SAND COMPACT SAND & GRAVEL FIRM SILTY SAND 90' 45'BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND N 4" - 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 95 6" 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 u 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 5.8 6.3 6.3 2.5 a 12" 53.0 37.5 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12'. 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' s ',,,v,,.., I. .4 IIIW. - III o, m F 2 a ✓/. .JNp\5��0P THRUST BLOCK BEARING L AREA REFERS TO THE FACE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. • 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/21. 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. GO,', CONCRETE BLOCKING FOR STD. PLAN - 330.2 PUBLIC WORKS + ` DEPARTMENT HORIZONTAL AND DOWNWARD -ATo VERTICAL BENDS MARCH 2010 Fir , ,.. SHACKLE RODS TYPE A BLOCKING (TYP) -- \ R FOR 111/4' & 221/2" VERTICAL BENDS VB S d L I/ 1 O Li Z OZ w J Ln JU\ pv) Vl Lora L~iY m U N OH O CJ Q N to _/ //111110 Z I-LI= �N _ow ILA V� lLW fn fn2 �U= _C Nz dLl UW m Ow Ly OZ OZZ 2 TURNBUCKLES �, �— � �o o z o o�— �o— THREAD 6" , > LC z "1 0 ri a. 4" 300 111/4 8 2 3/4 18 co 221/2 12 21/4 24 111/4 12 21/4 6" 300 3/4 24 ° �, 221/2 27 3 ' 4 \\ a \/ 8" 300 221/2 43 31/2 - 3/4 24 d 4 ° '\\, 111/4 64 4 1 24 ° ° Qd d '1 12"12" 300 221/2 125 5 1 36 i d o d > '= A /\ 1- R = INSIDE RADIUS OF SHACKLE ROD BEND °a -1 \ CY 4 < a d d ,L c \ In c W j \A m ° a d Ln d 4 o SHACKLE RODS \1 ° dd d d° d d \ (TYP) 1�R ° a a d \% / Ri a G A /\/ \ ° 4 c d n / L� �i ii? [.. S 2 TURNBUCKLES / TYPE A `I THREAD 6" ,0.19•S A\--- �, *, 4 a ° d \\ d ° %° a a A X. 4 ° 2'' a a ° \/ m TYPE B BLOCKING a 5 o 4 4 4 FOR 45' VERTICAL BENDS ° 4 dd CG a VB S d L Ln 4 a ,j' 4 a 0 ° / o a z ° ad w La w a O IA z O Z m y V) d ° a a \ d ° jO U1 g) CO W Li C.) U avvl ZWU a d ° a \ Z= LI_ Jw � w L 2 cc= ° ° \WUZEa Q'6 Um OWw2U1OVZU d \ s --w L,_ OZ OZ 4 d� FV LY OZ CI O U a ° ° d L-I La d„1/\ 1..-1 a z o ° 4 \ 47' 27 3 ° a c� \ a 6" 300 45 64 4 3/4 20 ° 4 4 8'1 125 5 .1 ° ° 4 4 // 12" 21 F i 1 30 I 1-ci ° a S TYPE B .1 • CONCRETE BLOCKING FOR VERTICAL STD. PLAN — 330.3 + ▪ 4. PUBLIC WORKS FITTINGS 140 ▪ $ DEPARTMENT MARCH 2010 Respond To RFI Page 1 of 2 RFI# 009 Gray& Osborne CMS CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Monday, February 14,2022 VIEW RFI Subject: HMA for Trench Restoration Date: 2022-02-10 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job 20593.00 Number: Contractor: REED TRUCKING AND EXCAVATING, INC. Plansheet: Spec: Other: 5-0. Original RFI There is no bid item for the hma used for trench Request: restoration in the contract. There is no trench restoration detail in a paved surface in the plans or specs. Bid item number A37 hma. Does not have language in the spec book to support that this is to be used for trench restoration. I'm requesting a bid item,specification and detail be added in the contract for hma used for trench restoration. Attachments: No attachments https://gocros2.grayandosborne.com/renton_2059300//view_rfi.cfm?rfi_id=9 2/14/2022 Respond To RFI Page 2 of 2 Date Reply 2022-02-11 Requested By: Cost 0 Y 0 N ® To Be Determined Impact?: If"Y" 0 Specify Amount: Time O Y O N OQ To Be Determined Impact?: If"Y" 0 Specify Amount: Email Notifications cclark@parametrix.com,droman- Sent To: sanchez@g-o.com,flee@rentonwa.gov,tstafford@g-o.com Optional emails: dwright@reedtrucking.com Return Response: See Appendix D of the Contract Provisions, COR Standard plan 220.2 for the trench patch requirements. That detail refers to the COR Standard plan 110, 110.1 and 110.2 and 111 for pavement restoration requirements. The City of Renton Standard Plans are made part of the Contract Provisions per page SP-1 Introduction to the Special Provisions. The pay item for "HMA CI 1/2 In. PG 64-22" is described in Section 5-04.5 of the Special Provisions. It includes payment for all costs incurred to carry out the requirements of Section 5-04 unless said work is included in the prices of the other items of work. See section 5-04.3(4)C for Pavement Repair requirements. 2-25-22 https://gocros2.grayandosborne.com/renton_20593 00//view_rfi.cfm?rfi_id=9 2/14/2022 1 1 1' VARIES 1' 1' MIN MIN t MIN MIN I SPECIAL NOTE, IN THE EVENT TRANSVERSE PATCHES EXIST III WITHIN THE AFFECTED STREET, THE LENGTH . OF THE PATCH SHALL BE EXTENDED TO l 1 INCLUDE ANY EXISTING PATCH WITHIN 10 I FEET OF THE EDGE OF THE PATCH REQUIRED i I FOR THE NEW CROSSING AND ANY 11. SUBSEQUENT PATCH EDGE WITHIN 10 FEET ' OF THE EDGE OF THE SECOND PATCH AND SO ON UP 70 A TOTAL OF 300 FEET. I 1 . FACE OF GUTTER OR EDGE OF PAVEMENT TRAFFIC FLOW ( I 2' HMA _ I I I CENTER UNE OR LANE LINE 2- TO B" HMA ' I I i 1 1 a 6 5' MIN. 2" DEPTH OF PLANING OR SAWCUT ANO REMOVE VARIES: 6.5' MIN. I 1 1' �+- VARIES - ] 1' 1 1-DCTH MIN MIN I OF EXISTING PAVEMENT MIN MIN ' T__ • • 2' SAWCUT AND REMOVE OR PLANE, SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W I (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95X MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). GRAVEL BORROW (9-03.14(1)) PER 0 WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT. COMPACTED TO 95X MODIFIED PROCTOR. Iv1DTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF \-- PIPE ZONE BEDDING MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1 STANDARD SPECIFICATION 7-OB.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 r TYPICAL TRANSVERSE PATCH FOR ' PLAN - 110 C) PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID {' II,I I.I DEPARTMENT PAVEMENT WITH OVERLAY 61Y76'/ /1 /6 !f • VARIES: 4.5' MIN. LANE LINE .. MARKING SAWCUT AFTER BACKFILL • /dAde DEPTH OF EXISTING PAVEMENT 2" - 6" HMA J • ^ (SEE NOTE 2) 1, EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER O BASED ON GEOTECH RE WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR.PORT, COMPACTED TO PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF I REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED. EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH ' FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL i" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL }" PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. STD TYPICAL LONGITUDINAL PATCH ' PLAN - 110,1 • PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR III'' \ 1:1) DEPARTMENT RIGID PAVEMENT WITH OVERLAY )Q)«1i.7 i • ANE, ,•;LA�NE:";XLAUE.',''' -; - e ,'7•11 . ;':' :';1: `':':::�' INITIAL 2" DEEP SAWCUT OR GRIND, AND 1: `•,.r .,:..;. '`:' LIMIT OF FINAL OVERLAY, GRIND AN❑ PAVE ''::=1:.;•;'.C.'."-:a,J: . . •• :,;.::';'.:r' FULL STREET WIDTH OVERLAY REQUIRED. , EDGE OF EXISNG PAVEMENT it', - "'EDGE OF TRAVELED LANE (EDGE STRIPE) • f -'.:";' _`- '-'::' VARIES: 4.5' MIN. (5££ STD PLAN 110.1) ..''.....':.''•)'•'1........:.;1:.. 1•,:,. CENTER OF ANY MARKED LANE LINE, :`: ..'.'..' '~~ '' 'A PROVIDE NEW CHANNELIZATION AFTER OVERLAY :; SECONDARY FULL PROPOSED TRE DEPTH SAWCUT FOR NCH '' -'•''• ''. INITIAL 2" DEEP SAWCUT OR GRIND, AND ''.••k.;.'`'. '••''�''••• -` LIMIT OF FINAL OVERLAY, GRIND AND PAVE FULL STREET 'MDTH OVERLAY REOUIRED 0 FOR TYPICAL SECTION AND NOTES SEE STANDARD PLAN 110.1 STD. PLAN - 11G.2 PUBLIC WORKS REQUIRED SAWCUT,GRIND AND ppR 'ED.DEPARTMENT OVE Y FOR LONGITUDINAL TRENCHES 1I�, ,•� L I����i �a��r���1 • PORTLAND CEMENT CONCRETE (FCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 5-05 SAW CUT SHALL BE VERTICAL SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES AND IN STRAIGHT UNES 7 EXISTING CONCRETE PAVEMENT • .` NOTES BELOW f � SEE WSDOT STANDARD In ,iI' SPECIFICATION 5-01.3(6) 6" AND NOTES BELOW MIN. 6' MIN. 1117.12d EXISTING COMPACTED BASE I SIDE OF TRENCH [12'IAIN.I • SIDE OF TRENCH CSTC. BANK RUN GRAVEL FOR TRENCH BACKFILL COMPACTED CRUSHED SURFACING (9-03.9(3)). GRAVEL BORROW(9-03,14(1)) PER TOP COURSE. WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR, PANEL REPLACEMENT DETERMINATION NOTES: FULL CEMENT CONCRETE PANEL REPLACEMENT: I. DIANSVERSE JO4IM FOR CEMENT CONCRETE SURFACE STREETS, THE I-1/2" DIAM. X 18` W 12" DOWEL BARS ON CENTER MEETING WSDOT STANDARD MINIMUM RESTORATION SHALL BE FULL PANEL SPECIFICATION 9-07,5. REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: 2. LONGITUDINAL JOINTS 115 TIE BARS X 30" 0 35" ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.6. CONDITIONS ADDITIONAL REQUIREMENTS 3. WHEN THE PCC PANEL IS LESS THAN B" IN THICKNESS #5 TIE BARS X 30" SHALL ALL BUS ROUTES BE USED. FOR TRANSVERSE JOINTS TIE BARS SHALL BE ON 36" CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE SMALL REPAIRS OR REPLACEMENT CURB RETURN PANELS, 405 OR GREATER OF 4• TIE BARS ANO CORROSION-RESISTANT EXISTING PANEL REMOVAL DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 5-05.3(10). EXCELLENT CONDITION (BASED ON VISUAL AND/OR 5. DOWELS SHALL NOT BE USED WHEN PCC NON-DESTRUCTION TESTING PANEL IS LESS THAN B" IN THICKNESS. 6. NEW PCC PANEL SHALL MATCH PRINCIPAL. MINOR, COLLECTOR THICKNESS OF EXISTING CONCRETE ARTERIALS AND ALL STREETS PAVEMENT. IN CBD WTHOUT BUS ROUTES 7. FULL PCC PANEL REPLACEMENT IS NOT REQUIRED WHEN OVERLAID WITH ASPHALT PAVEMENT, PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN - 111 DEPARTMENT PAVEMENT WITHOUT ASPHALT \PPR(1 f:D. CONCRETE OVERLAY I ,</% / i Id- 47 1''E Gray&Osborne CMS RFI 008 CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Wednesday,January 26,2022 VIEW RFI Subject: Wall Detail Date: 2022-01-26 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING.INC. Plansheet: Spec: Other: Original RFI Request: Bid item A42.Conc.Class 4000 for retaining wall 3a.=wall is singular not plural.Refers to a specific wall 3 A.plan sheets wd2 and wd3 are for one specific wall and items shown on these sheets match spec section 6-11.5 exactly on the what's to be included on measurement and payment.We determined this to be wall 3A Spec section 6-11.5 for this bid item also refers to a singular wall.Not plural.Spec language is all specific to one wall on the plans.Basically in the what's included is all items on the wall found on plan sheets wd2 and wd3. Bid item A 82 sidewalk.Inside the pay limits for sidewalk,in the areas of the walls there is Rebar shown on detail wd1 for the walls inside the sidewalk pay limits which is not included in the spec language to include rebar in item A82.Also in the details on wd1 the detail does not have a optional vertical construction joint at the face of wall to fully separate wall pay limits from sidewalk pay limits.It shows a optional horizontal joint but to me that means these walls on wd1 should be fully included in the sidewalk bid item or partially anyways. feel if the optional construction joint was vertical and the wall rebar was shown as doweled into the walk.It would at least show that item A82 is correct but it doesn't. Short narrative.We got zero bids for walls at bid time.See attached quotes.Reed bid A42 as being self-performed at bid time based on our interpretation of the plans and specs. With our interpretation of it being one specific wall with items listed in 6-11.5 which all matchi and wd3.Csi is the contracted concrete sub to do all concret )t walls. Csi dour,.,,,nave Rebar included in item A82 because its not mentioned in ayoc section 8- 14.5 in sidewalk.Csi sidewalk pay limit ends at the face of wall per the plans and specs, but there is no vertical construction joint to separate walks from walls.So to me based on the only optional construction joint being shown as horizontal and not vertical,the sidewalk pay limit should extend to the back of the wall and include wall footing and wall rebar and the wall pay limit and included items should be everything above top back of walk.Bottom line this work will require 2 sub-contractors and the wall and walk are not clearly separated into specific separate pay limits and included items.To accommodate this.Therefore I cannot find a wall contractor willing to just do the walls attached to someone else's sidewalk without clear and separate pay limits and items. Attachments: No attachments Date Reply Requested By: 2022-01-31 Cost Impact?: 0 Y 0 N c To Be Determined If"Y"Specify Amount: 0 Time Impact?: Y 0 N OO To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@pa rametri x.com,d roma n-sa nchez@g-o.com,flee@rentonwa.gov,tstafford@g- o.com Optional emails: Return Response: The City would like to restructure the measurement and payment for retaining walls as follows: 1. Sidewalks that are adjacent to reinforced concrete retaining walls and function as part of the foundation for the retaining wall as shown on the typical sections A and B on sheet WD 1 will each be measured and paid for via their own contract item. Measurement to be the exposed SY of the sidewalk/footing plus the exposed SY face of wall from top of wall to top of sidewalk. 2. The retaining walls shown on sheets WD2 and WD3 that have footings independent of the adjacent sidewalk will be measured and paid for as per bid item A42,with the quantity adjusted. 3. The sidewalk/footing thickness for typical section B on sheet WD 1 will be revised to 6-inches thick. L.--) 2/7/20=_ RFI 007 -PSE Power Source Coo ion Phone (253)383-5022 Fax(253)272-5214 ELECTRIC Request For Information 4741 — Duvall Ave NE RFI Subject:PSE power source coordination To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking&Excavation Inc. RFI Number: 47 2207 Inter Ave,Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date: 1/19/2022 Phone No:253-841-4837 Type: Original RFI Fax No:253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No:253-722-2840 Fax No:253-272-5214 fduke@totemelectric.com Clarification Requested In order to create a seamless transition from SC066 existing location to the new location a redundant feed will be required,see drawing E6(attached.)Please provide SC066 service feed origination point for the new location. Drawing PU2(attached)may be used for clarification. Is the new service location to be fed from HH2,J08,or J05? Please advise. Recommended Solution None Details Primary Activity Affected Drawing Detail Spec Service or Trans Cabinets Incls Grd& E6,PU2, PU4 SP-164 Terminations Schedule/Cost Impact To mitigate schedule delay, return by the following date 1/26/2022. This problem is possibly impacting our progress This problem is possibly impacting our costs(other than schedule costs) Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: t,' 3., JIIL4L' Dated: 1/19/2022 Fred Duke Project Manager Response: Per Special Provision 8-20.3,the Contractor is to coordinate with PSE to verify the location of the power source. See also the PSE Undergrounding plans in Appendix E of the Contract Provisions. iA..y1= 1-21-22 Crushed surfacing top course and crushed surfacing base course shall meet the requirements of Section 9-03.9(3)of the Standard Specifications. Bedding material shall consist of 5/8-inch minus crushed rock free of any deleterious substances per Section 9-03.1(5)A of the Standard Specifications. 8-20.2(1) Equipment List and Drawings Delete the first paragraph of Section 8-20.2(1)and replace with the following: Prior to submittal approval, the Contractor shall pothole to confirm that the signal pole foundation may be constructed where designed. Within TWENTY(20) calendar days following execution of the Contract,the Contractor shall submit to the City of Renton Transportation Maintenance Manager (contact person: Eric Cutshall at 425-430-7423)a completed"Request for Approval of Material"that describes the material proposed for use to fulfill the Plans and Specifications. Delete the fifth paragraph of Section 8-20.2(1). 8-20.3 Construction Requirements Section 8-20.3 is supplemented with the following: (**"Renton*'") Signal Installation Coordination with the City The or ll coordinate with City of (contactnpe ston:sEnc Cutshall at 425-430-7423) for allall requiredn tion installation workkand testing. and Power Source Coordination The Contractor shall coordinate all of the installation details for the electrical service cabinet(s) with Puget Sound Energy. Within four(4)weeks after Notice to Proceed,the Contractor shall meet with a PSE Representative (call 1-888-321-7779) in the field to verify the location of power source as shown in the Plans and shall notify the Engineer immediately if any conflicts exist. Except for the service connection,the PSE portion of the installation shall be completed prior to installation of the service cabinet by the Contractor. 8-20.3(1) General Add the following new section: 8-20.3(1)D Illumination Requirements During Construction(***Renton**") (New Section) Existing or higher illumination levels shall be maintained by using existing or temporary illumination until the new system is operational. The Contractor is responsible for maintaining ten (10) feet clearance zone around existing aerial primary power lines during the construction. Coordinate work with the power company. City or Renton Duvall Avenue NE Contract Provisions 21 s'uary-021 Bid Set—Project No.:TED4004100 SP•164 February 20 Division 8 Provided to Builders .Exchange of WA, Inc For usage Conditions Agreement see www.dxwa.com - Always Verify Scal ry 1 PROP• • 07eD MUTT ®' EASEIAEIIr LME w .• \ -- % - 1 \ 9QVi"IIe' E ME- >" PA Q ' - ®Q-- -- '',._A, - --- 3.LOCATIONS AND DESIGN SPECIFICATIONS RD I Al— 1 J WITH PIENR AND TRENCHES 5WALLBE COORDINATED 16 } }{a` N _- - 1 + III' _ �\+' WITH PSE.PRIOR TO CONSTRUCTION. -- -... -...-:___ CAME_,:-_.. - -. I,j I , " 1�.Iw I -/ --µ_ CONTRACTOR IS RESPONSIBLE FOR EXCAVATION. f LS2] v'� - .09 M A. _ -_ TRENCHING,INSTALLATION AND BAC RILL OFD E %7+W B1Bo .__ %�_ __+_ J -? '�� il�, B21 — -- SUPPLIED MATERIALS AS NOTED ON THESE PLANS. DUVALL AVENUE NE ® S.EIUSTING AND PROPOSED 11NOERGROUNO UTNPE'. n -- { II ARE SHOWN FOR REFERENCE ON THE PLANS. _-. - 1T I _.. 11 ---'1st r ` POWER UNDERGROUNDING NOTES: 03 P3 " 11 �pT —_V , l -+6 NISTALL VAULT E P Hy P-- P---P D _ .. • - E - O GRAOEHANOHOLESEE DETAIL111 X2•UA. W q3 a- t _. ;- ELO • r - 1 I /- -_ INSTALL VAULT.PSI TYPE E9'%7'X yr BELOW L_ _ _� ©.. I OCR) ODOORS.SEE D GRADE 575 ETAIL 1,SHEEATIIPI�WITN AlIII.SIUD Pi —^ I I , `tl++ •^£'' 1 O INSTALL CONDUIT WSER S ON PM UTILITY POLE. PI 2 • r I SIZE AND QUANTITY AS NOTED ON PUN. PI INTERCEPT E%ISTING PIE CONDUT AND ROUTE PLAN Z C. INTO Nf W VAULT.512E AS NOTED ON PUN. SCALE IN FEET O CONNECT CONDUITS INTO EXISTING PSE VAULT. 30 40OINSTALL VAULT-PSE TYPE S'3'%Z'3"%2'B•BELOW GRADE FIBER VAULT.SEE DETAR 3,SHEET PUA. PF POLE TO BE INSTALLED BY PSE PRIOR TO LOCATION TION.IOCAT ON MAY NOT BE AT EXACT LOCATION SHOWN. OREMOVE E%GNNG PSE VAUWITH LT.CONPSE.TRACTOR TO COOMOVAL CONDUIT SCHEDULE ASNNO 00,02211r OM.WE r r F 12 IDIF 13 1029 ' 12 11 MV 12 1AV LEGEND: a DO LF 1. WIT To COMMUNICATIONS VAULT 20 101, EB�H C POWER VAULT r IF 1 Df EOIE —Tv—CDMMIIncATIDNSCANDUIT A 101.2 —P— POWER CONDUIT M BOLE RL laLF OCONSTRUCTION NOTE ACON WIT NOTE SEE WMESCNEOULE ® PSEIDENTIfIER -- SUAvettR _ -- — RSwwn: MMa BID DOCUMENT CITY OF RENTON DUVALLAVENE OAaebXa PU2 RSWNbt a PUCWOI OmNITNLM 1110NRN0. 3141125015 Parametrix SUBMITTAL °N0o" ta°3` AvrwvL0101w1sslxTwN POWER UNDERGROUNDING PLAN KO MONO. .1011415E Oar STA 916+50 TO STA 921+50 MIL 11Sx.t Nuw" xEN5Ra 0E3CM11ON a PRP. DA11 nit P1u5AITIPD15YOAR --.-..-- `� Rr. IUN. SHEET20F4 MET NO DI TE 4 Provided to Builder. Exchange of WA, Inc. For usage Conditions Agreement see DWU.hxwa.coo-Always Verify Scal 1 Laell , ri , ' Tubu • M1wab01ebW1N� Ill l'SWra�j 1 ++ laiO I. AdostoOICCoree oPvW "..:Min dve = t�er T'. . r PKk LSM - Z •^1S, ,V -1. T 1 U,SIN , rat m� wa4y -dyk+.il� ndmdaemortinilMur am ands ottironoNtlocu,Nfr,wwrood. a crokd Fact y WE MEW 1M Tap curer 3e.4 w\lcal.olluntattl Mlle. ,.. FlC.1VrMIOx 6+gcuBlC rMtt15 S re a4unawe BMM TMS!Walla.k N raer�.. ,aOE MEW rdcwW aria. Ea..drn laIOW[vaak SINGLE PHASE SECONDARY CONCRETE H NDHOLE-IiH1,HH2 575 1.a1x 8 PULL VAULT D(CAVATION DETAIL-JOT,J03,J04,JOB a M N. .. mmla+ =NULM i MIOasysNm Cusianer .y.cwl .r.Inowon en Nar . ., walla,"SW wean Ma urrta-naw ayeeelMato I b wnaledb Paraywd n rnnu Los 1Ry made !move W oararan aPd.al W vo..a. DETAIL n DETAIL n el NO 1CiE - NO SCALE ty .222 1t, 1 rruo•oae,r 1cr4"?-al *s, Yf.J ` yfs hc,;:1 4M•i>n=O Wiwi or Reamed UN wNk 0......0 Umwd rin Load 16013 No[frne[Morla. form r/bl.Daxn leaking Ncr SuNaneda � ls• .rax maw WIDTH VARIES PER Tonroe we Nom' vanOle P'aaw•5naaw....M,ea ..NangE2W WP,WhoornaM1uriK /^\ /'. NUMBER MIDSIZE OF _ ••A1 spa...Iawnn Hcowl ndwree.. `J-- - CONDUITS Wwewa .. W \\ �i (IN 12 rp. Excavated Lae \ FINISHED GRACE RNtla� IU.n,vnaanN WrW. .- ~ •'aT \'`• \ i rop osm iie. Ur o Lit ,yiaq.urngnl I �«� p rra Iyy--�� I __ IrnrxL,nnna, T \\`\ l r„ Pre �� IIr - ir// 1 �f' I LGBIE L E sU�''OPiwal r• `n' 1'-Y 1 _ CITY U TIONCONDUR `_._... NI ii'a` Cwr 1` �' lnorxnavn r[uornmrl d \\ M w tr rY ?. +needy Ural.d'e'4 i. \ \\. - / Li (f 5 3L1. I SIZE AND Nur BER OF 6'MN I `, fntP WI Sam�.rg.er r<rr�clb, A f` e \� iWNe de xnebaa - r POWER/COMM SAND Sli0.0WG - i .1- \%y-'-> r r I 1. / / CONDUITS PER • 1 r \ ` za I— In rbarinxlna.a. —I A -4!.0 -.}'.1 RANSISOTEDULE(lYR) - _ r . „n, a'sw adnrM 1N•Ma adn Nara _ -- z'MIN '' li�.r.- 1 lad 44linea M.aMek - BAND BEDDING .,^,e^ l M=SaNM- xRNrt Z ._�j..--• ' G.• Ua•.•radang Cann Caren! ...a MIN TYPICAL LATERAL TRENCH�� cn.r wane Oaf x caa o.a van .NTS) FIBER VAULT DETAIL-FBI DETAIL del TYPICAL JOINT UTILITY TRENCH eca:E.•nNE Guru,Porl3IKN NO SCALE - DETAIL DETAIL n No sc. - w w.E ��J( swV,Y,a l MOWNGN! MO BID DOCUMENT CITY OFA RENTON DUVALL AVE NE oxawNC No MIER NO. 21417,9015P4 cxiaM. Mix Paremctrix SUBMITTAL lrwrisroxrNTNN POISON• POWER UNDERGROUNDINO DETAILSLLD MOl Ra01L CM[ NrpgOV(D raacaMsmunoN MR 0 14e2021 -r SHEET 40F4 Nu.. REVISION LLYa ev ai r1mN M. OARraE raMs.lTssP.s+ua.P --••..__ " ay. WE .FT MO N OF 9a Provided to Builders Exchange of WA, Inc. For usage Conditions Agreement see www.bxwa.com -Always Verify Seal A, --.iY GENERAL NOTES: 1.THE LOCATION OF CONDUIT AND JUNCTION BOXES ARE SHOWN SCHEMATICALLY.FINAL LOCATIONS SHALL BE VERIFIED BY THE rl ` T _ ENGINEER IN THE FIELD. Z „4� .1 2.UTIUTYIOCATIDN PRIOR TO CONSTRUCTION SHALL BE THE l� - SHALL BE ` 4 f DROUGHT RESPONSIBTO THELITY ATTENTIOND OF ETHE CONTRACTOR NGINEER FOR RR ESOLUTION. /y `` \*,Jt \ A� `•..'T AN`, 3.ALL CONDUCTORS FOR SIGNAL HEADS,PEDESTRIAN HEADS,PUSH i(,IJSJ't \ BUTTONS AND STREET LIGHTS SHALL BE LABELED IN EACH �'pI- "�4 w„co,,,` `, ) • . I JUNCTION BOX D I _ `� 6.SINK POLES IDENTIFICATION TAGSFOUNDATIONSPERSPUN 13IL BE EQUIPPED WITH - IDENTIFICAi1ON TAGS PER STD PLAN 139. .IV' ` ��� -- , S.CONTRFOR ACTOR NAL AL CALL CR TRANSPORTATION WHHTIE NMAICITY TENANC, 'V-/ [� Ii \ �. IY 1 -d" �� CONTRAL70115MA1l CALL CRY TIIANSPORTATION MAINTENANCE �/T•` `�` '�i�`;7' r-�1.-i .�� DEPARTMENT SUPERVISOR ERIC CUTSWLI AT(425)430-2426 1� -" . . / \ IM-1- II .._—.-(i' B.SEE COR STD PLAN 135 FOR ADDITIONAL ELECTRICAL NOTES. S� _ GENERAL SIGNAL NOTES: ® E® I 1. CONDUITS SHOWN SCHEMATICALLY.ALL SIGNAL AND EN SVC ILLUMINATION WORK SHALL BE CONSTRUCTED AND • I SC066 INSTALLED WITHIN CITY RIGHT OF WAY. 2. PROPOSFD CONTLLERARE SHO CABINET,SERVICETOSCALE ON CABINET AND JUNCTION BO%ESROWN THIS . --.- - - -_-.. --. SHEET ONLY. - 12 3. REMOVE AND REINSTALL SIGNAL AND ILWMINATION -- IWIRING PER WIRE SCHEDULE,SHEET ETD I x _ EVP-A NI-.EVP-C i f DUVALL AVENUE NE f SIGN jI ® _ /� NE 12TH ST/DUVALL AVE NE SIGNAL RELOCg7MON PLAN =® SCALE IN FEET SIGNAL CONSTRUCTION NOTES: 055 REMOVE EXISTING SIGNAL POLE WITH W KRNAIRE AND FOINDATON. CONSTRUCT NEW FOUNDATION PEN W50OT STD PIAN 1R26.1LT03,EXCEPT MATCH EXISTING SIGNAL POLE ANCHOR BOLT PATTERN.REINSTALL AND RECONNECT EXISTING SIGNAL POLE WITH LUMINAIRE ON NEW FOUNDATION.REINSTALL ALL SIGNAL EQUIPMENT AND RESTORE WIRING. ELECTRICAL LEGEND: O14. REMOVE EXISTING TYPE PS PEDESTRIAN SIGNAL PUU AND FOUNDATION. •O0 JUNCTION Bons IWSDOT TYPES I,2.BI m CONTROLLER CABINET CONSTRUCT NEW FOUNDATION IN PEDESTRAN CURB PER WSDOT STD PUW J-20.11-03.INSTALL AND RECONNECT EXISTING TYPE PS PEDESTRIAN SIGNAL POLE ON NEW • FOUNDATION.REINSTALL ALL EQUIPMENT ON SIGNAL POLE AND RESTORE WIRING.MAINTAIN APB ORIENTATION ON POLE. L~X DECORATIVE ROADWAY POLE AND LUMIIAIRE ■ SERVICE CABINET A. INTERCEPT IXISTING SIGNAL AND IIWMIWTIONCONDUITS IN IXISTNGIUNCTION BOXES AND EXTEND INTO NEW JUNCTION BOX REMOVE EXISTING JUNCTION BOXES. STREET LIGHT DID SMALL CABLE VAULT INSTALLJUNCTON BOXESAND SMALL CABLE VAULT AT BACK OF SIDEWALK A Y'i, REMOVE EXISTING SIGNAICONTROLLERCABINET.SIGNALSERVICI CABINETAND FWNDADON. • TYPE PS SIGNAL POLE POWER POLE CONSTRUCT NEW COMBINADON SIGNAL CONTROILFA CANJNETANDSIGNAI SERVICE CABINET FOUNDAGNAON,PER DETAIL I,SHEET ES.INSTALL EXISTING SIGNAL PEDESTAL..PUSH BORON FLASHING BEACON 51011 ASSEMBLY ,�/� CONTROLLER CABINET AND SIGNAL SERVICE CABINET ON NEW FOUNDATION AND REWIRE PER WIRE SCHEDULE.INSTALL PHOTOCELL IN CABINET PER COR STD PLAN 122.1. - .<>PROTECTIXISTINGPOWERVAULT. SIGNAL POLE Of RADAR SPEED SIGN 'V INTERCEPT AND UTILDE EXISTING CONDURARID REMOVE AND REINSTALL WIRE FROM POWER SOURCE(UNDERGROUND UTILITY VAULT')ROE RECONNECTION TO IiELOCATW (- SIGNAL POLE W/LUMINAIRE ---- CONDUU(SEE WIRE SCHEDULE) /� SERVICE.COORDINATE WONT WITH THE POWER COMPANY REPRESENTATIVE PEDESTRMNSIGIAL HEAD 0 POLE IDENTINEA Tr'>REMOVE EXISTING ABANDONED JUNCTION BOO AND CONCRETE PAD, VEHICLE SIGNAL HEAD Q CONp1R/WNE NOiF F SEE WIRE SCHEDULE ON SHEET EIO B PROVIDE TWO.12 COUNT PATCH PANELS AND ETHERNET SWITCH FOR INSTALLATION IN RELOCATED CABINET.SPLICE FIREA 1-12 OF THE BLUE TUBE AND FIBER i EMERGENCY PRE-EMPTION DETECTOR �,RI 13-24 OF THE ORANGE TUBE AND INSTALL IN PATCH PANELS.COORDINATE WORK WfTH CITY. O ELECTRICAL NOTE TC.9 r CONNECT BOTH STREET LIGHTS ON HAWK SIGNAL POLES TO'ILLUMINATION A.CIRCUIT AND NEW DGHT POLES L13a2S ON'SPARE'CIRCUIT. O SIGNAL R nON NOTE V SMOfe CITY OF RENTON IRUV.NLNEIO Za D WALL AVE NE E6 `RAWNN' MN` BID DOCUMENT R9FWI tlH MLR1. PUIu ONRKS CEPP�MLM ROAR ND. SM3T)Bgf '!-' C19ap- CS Parametrix SUBMITTAL °M BEGUILE TRAFFIC SIGNAL PLAN MIL 2021 P.M. OK - - APPROVES ICACussMwolrn SHEET60F 10 MAWR CMSRNAYRPIOI Br API. DAR .,..., nu:EWIBIITBOOaaq -�- `� Br. ORIL� 311EEEMD. n OF W Provided to Builders Exchange of WA, Inc. Por usage Conditions Agreement see www.bxwa.Com - Always Verify Bca1 T RFI 006- Gutter Gray&Osborne CMS Slope CITY OF RENTON-CAG 20-065 DUVALL AVE NE tstafrord logged in I logout(view_rfi.cfm?MM_logout=l) Friday,January 14,2022 VIEW RFI Subject: Cross Slope Date: 2022-01-14 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: The RS sheets show a crown on the roadway throughout the project.I noticed that there are some areas of the existing roadway that are actually a super.For example at CB#38 Sta 896+16.86 the existing roadway is a Super sloping down to the left,and it appears that the rim elevation for CB#39 accounts for this,but on sheet 6(RS1)the Curb grade through that section is shown matching existing and sloping down to the right. Can we send a RFI to confirm this or if we want to transition the cross slope of that 2'of pavement and gutter pan to match the existing conditions?If so I will need stationing for where those transitions take place? Attachments: No attachments Date Reply Requested By: 2022-01-17 Cost Impact?: C Y CC N <iJ To Be Determined If"Y"Specify Amount: 0 Time Impact?: 0 Y Ci N (.)To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: cclark@pa rametrix.com,droman-sanchez@g-o.com,Flee@rentonwa.gov,tstafford@g- o.com This RFI pertains to Typical Sections A,B and C shown on plan sheets RS1 and RS2,where there is a note to sawcut and then construct a 2-foot wide swath of pavement in front of new curb and gutter. Response: The gutter pan will transition from normal crown pan(-2%)to a superelevated pan(+2%). `Normal crown(-2%):Starting at NE 7th Place to Station 896+00 *Transition from normal crown(-2%)to superelevated gutter pan(+2%):Station 896+00 to Station 896+20 *Superelevated gutter pan(+2%):Station 896+20 to new ramp on southeast corner of NE 9th Street.Transition back to existing gutter can happen at the r am . 1/19/2022 l/ Gray&Osborne CMS RFI 0005 CITY OF RENTON -CAG 20-065 DUVALL AVE NE tstafford logged in I logout(view_rfi.cfm?MM_logout=1) Tuesday,January 4,2022 VIEW RFI Subject: Survey Request Date: 2022-01-04 Project Information Owner: CITY OF RENTON Project: CAG 20-065 DUVALL AVE NE G&O Job Number: 20593.00 Contractor: REED TRUCKING AND EXCAVATING,INC. Plansheet: Spec: Other: Original RFI Request: Surveyor was unable to find any of the control points that are provided in the drawings.We will need additional on site control provided and clearly marked that we can verify and use for survey staking.Please notify us when this is done so we can stake out what has been requested Attachments: No attachments Date Reply Requested By: 2022-01-05 Cost Impact?: CV O N OO To Be Determined If"Y"Specify Amount: 0 Time Impact?: * Y O To Be Determined If"Y"Specify Amount: 0 Email Notifications Sent To: ccla rk @pa rametrix.co m,d roma n-sa nchez @g-o.com,flee@ren tonwa.gov,tstafford @g- o.com Optional emails: dwright@reedtrucking.com I1Rvesp se: See the attached drawings with locations labeled and Station and Offset information. / 2 2 • DUVALL AVENUE NE DUVALL AVENUE NE 106120NRAL DATUM: 110102012TAL DATUM FOR IME0O UN6n1 uNlox 1,825Es�„Nn ORMA1MV1PROM7 IS CI190119: DNF/Clx]1D OORCiSOX ONIVFU IOK,N RAMS UMW NA7XNI PROM CITY or I ___.___ U 600.m 110•m H.m•1 C1 1E5.7> iSMm 1.01 DON vu0u5NFDWWx 70715 1s5NID�. I PMX 81106 i PROJECTION is rvrr GTUN STATE PLANE NOR, OM SET HUB 8 MAG NAIL u u1.m NO.mD:.x9•w Q IK.IC sssa.o• To, ionau 5 wN+Er EEE7 i N•181273.98 u Wars Nrmss.ss•1 o mlzr t(mso 10iPOINT DESIGNATION.5 OW777410 E.1313292.M u no.s7 xvmm.m•w EAmxs/51661761 2 FI n1521.l iA STA 52+72.16,42.61'LT I u loa m•6u 6sas•w \ R{t E J DRIVEWAYS a111 u uom Nrmsl.m•E MORNIN• ME 10 uiawiNcwwl ,wcrtxoNo 0882008 11 7 r.1 DUVALL AVENUE NE coNs*xurnoxsENreNuxc 17 an N6•or 36ne us ,WnA7470 rom N89.59.00 oow VERTICAL DATn u itus NO.m 5191 DATUM: 1.16 0WVI1E05.17 nm SAN5010227E D111CA1 DATUM N0WUNSE0 ON PN S0E0SErOF i.e - - - 9w 1 -E6E ~ EE Le .w NrormASw oNEw ana PLmox,rwlr [NUR. �m DESIGNATION D-LINE 0 00I m LSO nla NI'1,0.011 Spmm 1 w MC7 NM' WOO 11b•512 anw POINT ooBEs.s os we eU I1NJ1ail7- L1lInOAtf1 111 ISlll N6 u'SI m'! U9 000120v 01R 0*1 sTlo NxX'x0'10.orW E1EVANOx•91128 / PISNE VA 57 Oi.W -I lu os 68 NW.25.171E 120 GROCERY OW15 Tom Norw•sso0W PROJECT CONTROL A MOM I 115 215.76 W57.03841 Ih G0DCCXYOWI'I 69.99 11115•m'05.11292 PT 0 100N11.0.FASTING F. J0158 1 1051 1057363E 11123366.97 928IN Nmn I E11,� 9, I 5:111k70201500005°„31 :Md. PLAN 20723 Un1127 Un19101 4 6OA 7810 a w1WFUT PMX f2000 112A6 3u520 UU155 SS 912.x2 APII ® SET HUB AMAG NAIL N:183570.32 I E:1313246.59 STA 892.51.19,39 61'LT S. PMX*17192 d 11. \5 ,`\ • i1UA76II IN FOUND 2 BRASS CAP IN t1EP E.ls:saF.vii CGNC MON CASE N:184316.51 2 \y/ E:1313335.35 \ `/ I I I I ' I I STA 899029.97,0.95'LT A \JJ ' Iy 1 I I 1 - — Eu W_ rya I 4Fwn _FNF _�_eN�u� w,w y_ w _�_MOM _ 1 �E �L_ DUVALLAVENUE NE C-UNE e65.m ,__ yI"0 i �» I uuusuro 1 —� I i I I I i nnentn.x� r \ / i r__ I i:v10n°anau'm I _-- coxnwlnxwaNNu.0 5 I I I I 5 I Imo—' I I 1 1 fr I I I 1 I II I I OR W D® 9 _ f., -N MD DUVALL AVE NE `g , CITY OF RENTON .4%2 - -- �' b<Wa.Nn,:w ex , a6llmo �U� .*4 . M•^ IOD IC REVIEW TAL AROJECTTO PLAN $ a,� NOT FOR CONSTRUCTION 00 BEGIN PROJECT TO STA 903900 x0 105g x.wx m,mN004980x ry M a rwru7rrwtNSE ry NI'1- SHEET 10F2 I I I I I STA 906.81..r 12.07 LT I STA 910+37.01.142.22'LT I I .LI H I i ri III I 13 IInnTu1 9 Ei � J i I _TIL L 1 ts Q.„x _ Fawo _ 9pSW._�_ nL_ -nrM1 —FOEMI nMM _ nEM _n_ _Fig sty- nI F�1awD - II of GLIINE .n f - < DWALL AVENUE NE ^ .sv Lf3lF]139Y,i3 N z , - ----- T r r 7 -_ V Ahnll ill NSr91F.533 srN39E-ss.n r I I I U tU LXt F F3F31Y.]n a vlitiSl�lY// I i I I RnPfl i E roxs7Nunan � . uxr=awE I / STA 914+20.04.30.99'RT 1. I/ i N PLAN 4 FIN FFfl o® STA 918+29.99.100.54'LT I pr.:. I I I 1 I PN,�.anm E`NNCNPMN.STAUME.00 I _ .^. E FBn.9.�9 / [N]U9.]3 I GNOE Ma oWY STA O•sr.30 E13133nu f5r.0�A.o0 GNYEIN MY N STA MO In ,6F t/ 3f0.3P x w.Tn F It3l3ln I NI - I FU3fnLN 9n-f9n PI T J x:133f1L30b i y Q 9 E3lUll6.11n • T y �'— 9tL7i fti/ T1 !.4. 'a nM _ r . n - J YM �_EiFn - RINI yty. AVE' tlHn_ :1_,?.1.--::: 1- �..�—.`,y/>F8 GIINEN _�,�u�yEyo 7 _N /er 3 DUVALL NUE NE - RNq2 TS 7 —+-u3 WPM OFItcaNE SA>N.nb J/{•Ily/)3I —•- I fg 5 i.s•.3Ewxr .tem is GLINE 7.N9i.— NSTAsuwsm U,,,. YNailmsn9u.9vsiEtE�3)M.oSGRAM N.WI I II1n33MNA gpx bwC.EwreI.OL00WB30f:'�y aNNrvAiE owr si.o.ss oP I E'>..nK�931101, IEift3U)f. lA97f.5PYN13U3.7NYr Ir.tPN>� oNV E67.M0.9N CENTERLINE CAM SrA9n.N.i. FMNaoNtt E13U393 PS �ppppt) �TOC-� tlF¢EapW xB-.}OO.NI t- E,FM9D.7U3 I CAMS. � 3o I EntvF9x S E� I E�>�N.tR E.titu3n7799F3 ` PLAN i I STA 928+3527,41.94'RT I `% 3fiFIN3Ffl % i ^. Ale_ OF RENTON DINALI AVE NE .. P x,w. .FxNo.NNLexa ,. w.. ',NOON'r�t,.,77A,,..,,,. '� '�^" 1O%OR CLNSTRUCTAL N w..aN,.Lx,>L ON w.w,L 3 y l� A GNMEN PAN rn ,.umo NOT FOR CONSTRUCTION m STA 903W0 TO END PR(4ER xo.iax • SNEE 1 Of] REED N 2207 Inter Ave.,Ste.A Puyallup,WA 98372 C. Office:(253)841-4837 TRUCKING & EXCAVATING Fax:(253)841-4816 REQUEST FOR INFORMATION RFI#: 004. Ce6p Date: 12/16/2021 Project: Duvall Ave NE Attention: Reply Required: 12/17/2021 subject: Notice to Owners Specification: Plan Sheet: Problem: Looking for clarification on the resident notifications and whom you think should be notified. Based on our experience, we do not see any address that qualifies to be notified per specifications. Send the notifications to the following per Engineer's Response: 1-07.28 and 1-07.23 (1) , see the following pages IZI►(#JZ4 Requested By: Tiffani Barquist— Contract Administrator 2207 Inter Ave., Suite A Puyallup, WA 98372 OFFICE: 253-841-4837 -FAX 253-841-4816 Send notifications to the properties that have driveways that access Duvall Avenue within the project limits, and to the addresses noted below that shown on sheet RW1 of the planset and to the following: King County Metro—Public Transit—Richard Garcia(206)477-1140,construction.coord@kingcounty.gov Chief J.Schuldt Renton Police Department 1055 South Grady Way Renton,WA 98057 425-430-7500 Renton Regional Fire Authority ova Administrative Headquarters • 1' 18002 108th Ave SE,Renton,WA 98055 • •t 425-276-9500 0trt 1.1 cr, y FiRs 0 CI Co 0 King County Sheriff King County Courthouse 516 Third Avenue, Room W-150 Seattle,WA 98104 Phone: 'F cc TTY Relay 7-1-1 111110111101 0 United States Postal Service 3 Foursquare tips 4301 NE 4th St, Renton (800)275-8777 Open Closes 5 PM • PROJECT PARCEL PROPERTY OWNER/(]Q'o J:7:it1i • IL/G1IJo1;43..lj 12MIEEl ADDRESS 0 PARCEL NO 102305 C/O Tax Dept.PO Box 59365, 2 9080 Essex Portfolio,LP 650 Duvall Ave NE Schaumburg,IL 60159 143765 3 0120 Buza,Sharon+Peter 803 Duvall PI NE 803 Duvall PI NE,Renton,WA 98059 143765 4 0130 White,Connie 809 Duvall PINE 809 Duvall PI NE,Renton WA 98059 143765 5 0140 Zable,John 815 Duvall PINE 815 Duvall PI NE,Renton,WA 98059 143765 6 0150 Whittaker,Stuart+Susan 821 Duvall PINE 821 Duvall PI NE,Renton,WA 98059 143765 Huang Shu-Ling PO Box 20805,San 8 0230 Sia,Raymond sno Site Address* Jose,CA 95160 102305 330 Quincy Ave NE,Renton,WA 9 9112 Nguyen Khoa+Kimanh 4637 NE 10th St 98059 102305 Office of the Executive Director 300 10 9277 Renton School District No.403 'no Site Address* SW 7th St,Renton,WA 98055 102305 12 9081 Fricks, Robert 1160 Duvall Ave NE 516970 17024 160th Avenue SE,Renton,WA 14 0095 Chun Randall King Beu&Eva T 4628 NE 12th St 98058 �� ..........,.............s.�. �. ..emu... 149450 101 Larkspur Landing Or 120, 15 0050 Argo Renton,LLC 4601 NE Sunset Blvd Larkspur,CA 94939 PO Box 3015,Bellevue,WA 98009 516970 9424 Vineyard Crest,Bellevue,WA 16 0092 Kaba Investments,LLC 4637 NE Sunset Blvd 98004 Phone (253) 383-5022 aderbill Fax (253) 272-5214 ELECTRIC IMEMZEMERED Request For Information 4741 — Duvall Ave NE RFI Subject : RAM 052A clarification To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking & Excavation Inc. RFI Number : 4741-3 2207 Inter Ave, Suite A RFI Revision Number : 0 Puyallup, WA 98372 RFI Date : 10/2912021 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested The returned RAM 052A dictated to utilize the legend "COMM"for j-boxes that contain interconnect cable (see attached.)Totem is unable to locate any interconnect cable called out for the project unless it may be part of the fiber optic cable being installed. Please indicate the j-boxes you see as containing interconnect so that we get the legend correct. We also note that the returned RAM crosses out'ITS"or"TS"legend where the ""COMM"for interconnect only" response is found_ Is the intent to use the "COMM' legend where Totem had j-boxes w/the"ITS"and "TS" legend indicated (3 ea. type 2's, 2 ea. type 8's and 4 ea. 25TA SCV's?) Details Primary Activity Affected Drawing Detail Spec System Wire, Inca Splicing & Fiber Install Schedule / Cost Impact To mitigate schedule delay, return by the following date 11/10/2021. This problem is not impacting our progress This problem is possibly impacting our costs (other than schedule costs) Phone (253)383-5022 Fax(253) 272-5214 ELECTRIC IMMEMEMED Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings: sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Signed By: _ agiv Dated: 10/29/2021 Fred Duke Project Manager The City interconnect cable is the 72 strand SMFO identified in the Wire Schedule shown on Sheet E10. Clarification on Jbox labeling from the City includes the following: Boxes containing Fiber only shall read "ITS" Boxes containing traffic signal cabling shall read "TS or Signal" Boxes containing lighting conductors shall read "LT or Lighting" Prepared by G&O 11/8/21 Request for Approval of Material Contract Number FA Number SR Date CAG.20A65 Section f Tide of Project County DUVALL AVE NE KING Contractor Submn:racor REED TRUCKING&EXCAVATING.INC TOTEM ELECTRIC For WSDOT Use Only RAM* 05.2A PE Use Bid tarn Materle or INarsc Wieners of Fabricator.Lienvfacluter or Pe Number Spodilcatcrl PEC L Cam:Ftdrlr.+OPL Ha Use No. Product/Type Reference Cole tN5.02,0 t 1 BOXES 112 PRE-CAST,EAST WENATCHEE.WA 9.29 2(l)A t 8 85.02.03 SMALL CABLE H2 PRE-CAST,EAST WENATCHEE.WA 9-29.2(2)A 8 VAULT 85,02.02 GROUND ROD OLDCASTLE,AUBURN.WA 8-20.3(9) 3 85J�.02 GROUND ROD H2 PRE-CAST,EAST WENATCHEE.WA 8.20.3(9) 3 10-20-21 Groun Rod Boxes will be used, if needed. Please re-review . Project En reertRecreserttalM Date Stale 1.tataerlals EngineerRepresentat:ve Date —_— 10/27/2021 Acceptance Action Codes for use by Prefect Engineer and State Materials Laboratory 1 Acceptance Criteria:Acceptance based upon'Sebidectoy Test Report for samples of materials to be incorporated into Pict eAcceptance Criteria:Mfg.Cent of Compliance tor'Acceptance'Gofer to use of material. 5. Acceptance Criteria:Catalog Cuts for'Acceptance'prior to use of material,Catalog Cut Approved Yus No Acceptance Criteria:Subnrit Shop Drawings for'Approval'prior to fabrication of material, S Acceptance Criteria:Only'Approved for Shipment,'WSDOT Inspected'or'Fabrication Approved Decal'material sha'i be used. 8. Acceptance Criteria:Submit Certrfcate of Materials Origin to Project Engineer Omen. g8. Acceptance Criteria:Request Transmitted to State Materials Laborstory for Aeo:vet Action. Source Approved: "Make Corrections Noted"-"COMM"for Interconnect Only I Approval Withheld: Submit samples for preliminary evaluation. Approval Withheld: See Remarks 11.Miscellaneous Acceptance Criteria.Remarks rek Remarks Ground Rod Box for Cabinet Foundation, see Std. Plan-126.2 and MY WSDOT Std Plan J-60.05 Sheet 3 This form shah be completed prior to submittal.If this torn is not compete at time of submittal it may be returned for Information that was omitted. DOT Farm 350-071 Revised 0312021 Prc ecl EngineerDistnbutlon Ccrcratmr Regan Operabm:C Nana:, Fabrication lnctwdrm ns.>esr k1 arsoh State t/atsnals Lea•MS 4)3t 5 PRL - tS INC�c' _ � Junction Box - Type 2* cat -,•',, _ (509) 884-6644 Phone (509) 884-4567 Fax 9•29'21) Slipnot Cover 1'—i 7/8" ,`' ..tip-'�`' �": .•;. L3 "' :;.ti�A��s?, . °�'`'" ""'"44,.. STD Penta Head Bolt " ��_ : J rrti r L Yrt'i.r_+D;! -Tn o. - -�Y t/.�.n-Pj ;�L4r? "f'"..+' '. ._yam 2t r� 1�r <y w •+tr•' t psi "7. N.}am. .''''',.., i t far.` j..4Y L'} .v rl�da I. ��1-4 � wr�.yy��i-.itt�t��w �.lti a jhy:� �t,r ,,ti '"'�.,,�1=1-4 4 Ground L.cad f { ''" "-:%, (Supplied by Contractor) Y,•r. I :I .I t . ...".....> 2=9" ' - I� 1'-10" I j SUBMITTAL REVIEW No Exceptions Taken Shall have marking/lettering per MARKED LT; MARKED X Make Corrections Noted Special Provisions 9-29.2(1)A `f TS& MARKED I Amend & Resubmit "COMM"for Interconnect Only Rejected See Remarks IMPORTANT NOTICE:This review I COVER CAN BE ORDERED BLACK 0 GALVANILL1)AS RE litib does not relieve contractor from his responsibility to comply&conform Clay Prewitt c .4� with the Plans.Specification, and I° Contract Documents. Salesthan r er s Yam,:h ' 416) CprevJitt Q'h2precnst ;.:orn ' r?` Clinsy&Oaborne Inc. //;'�w� .: _•1 V 201 CONSULTING ENGINEERS By: DRS Date: 10120/21 NI ' 2 -P1ASTaw. Junction Box Type 8 011iCREIT NO JCTS - (509) 884-6644 Phone (509) 884-4567 Fax 9-29.2(1)A1 Ground Lead STD Penta Head Bolt (Supplied by Contractor) .. i Slipnot Cover 25-7/8" i'' t - I- il ,..r:‹ ' -. . --.,. . . 12" I8-7/8" ` , �� L> . 2" - j -mow �Y Y �j + 3 1/2" 42" L: �-� . „ - SUBMITTAL REVIEW -71p:A ►s, No Exceptions Taken X Make Corrections Noted "COMM"for Amend &Resubmit — Interconnect Only Rejected-See Remarks MARKED)TO Shall have marking/lettering per MARKED TS i IMPORTANT NOTICE:This review Special Provisions 9-29.2(1)A does not relieve contractor from his responsibility to comply&conform COVER CAN BE ORDERED BLACK OR GALVANIZED AS REQUIRED with raacc Plt Docuocu,ment entsification, and � Cont s. r FOOTING AVAILABLE MO 4 . Gray 8c O+abo*�, LW- Clay Prewitt ; - r' J CONSULTING r Sales Manager ;j ' By: ORS Date: 10/20/21 cprewitt4 1h.2precast.corn 0 2007 H2 Pre-Cast Inc. 2 -1- -x. ::-N lei�'RE-CAS" =z ` ;'1 25TA VAULT CONCRETE PRODUCTS r�' "ate ,c-__ _ USF 25TA HATCH MARKED"ITS`(TYP.) fl `i = r' ig f T 'Y'THRD'D INSERT(TYP) R x-Tu Rb"D 2X' r.,• 2'•5" 2J" (2)PLACES INSERT MP.) Via)PLACES OS' j` 6)4, - ?C C 4'GALV,UNSTRLlT(TYP) 1 Y i l (2)PLACES 1 ex al 1ZIt PICKING r EYE(TYP.) 5 , VO GROUND LUG(TIP-) (2)SIDE WALLS 1 I (1)PUCE , tit e 8`z10"KNOCKOUT G"e SUMP 46-0 KNOCKOUT(TYP.) W're DRAXI'v HO..E (4)PLACES SECTION A SECTION B s-2K" 0 / 1J�'a GROUND ROD HOLE =j.,.. ;., , . -- SUBMITTAL REVIEW 0 _.,# *..... : Af:4 #!:.5, No Exceptions Taken c, _ ' %•' `"'ti''' !7 X Make Corrections Noted G •.t•::4 • :*::::::',, t+s={.i''t1S{;:',_r:,..- o OrrE?CtiOn r. v. -:-::::4�t Amend& Resubmit I ,' 2 r-•.Ytirj'r • ; ;_l':.- ,.`_. Rejected-See Remarks IMPORTANT NOTICE: This review FULL LENGTH z•ay_ KNOCKOUT does not relieve contractor from his PLAN responsibility to comply& conform with the Plans, Specification, and NON SLIP MARKED Contract Documents. ,-1T-5- li!! !°1 "COMM"for C_insy Sc%."11001no.Imo. Interconnect Only cONSULtfdfi ENGINEERS By: DRS _H Date: 10/20/21 Pre- . .' 'A i z Phone: (509) 884-6644 � F$3 :C, : Fax' (509) 884-4567 PG �.� Web: www.h2precast.com ES =`Wel?achee, 5 ,4�- 01 ©2007 H2 Pre-Cast Inc. Phone (253) 383-5022 Fax (253) 272-5214 FIFCTRIC Request For Information 4741 — Duvall Ave NE RFI Subject : Duvall Ave. Fiber optic connector To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking& Excavation Inc. RFI Number : 4741-2 2207 Inter Ave, Suite A RFI Revision Number : 0 Puyallup, WA 98372 RFI Date : 10/21/2021 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma, WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested Please see attached from our subcontractor Integrity Networks Details Primary Activity Affected Drawing Detail Spec ITS electronic equip, 8-20.3(18)E 1 cameras &other Schedule / Cost Impact To mitigate schedule delay, return by the following date 11/1/2021. This problem is not impacting our progress This problem is possibly impacting our costs (other than schedule costs) Please provide a wntten directive on how to proceed_ Descriptions of materials and methods should be accompanied by drawings. sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Response: Confirmed, SC connectors per Special Provisions 8-20.3(18)E Prepared by G&O 1112/2021 Phone (253) 383-5022 17ECTRIC Fax(253) 272-5214 Signed By: it, 3t. fag", Dated: 10/21/2021 Fred Duke Project Manager REQUEST FOR INFORMATION R°V . .eq-.Integrity 404 , NO: ral'4 r9ClR= S To: Totem Electric of Tacoma Project: Duvall Ave NE Attn: Roger Pearlier Drawing Number. Fax: Spec.Ref: 8-20.3(18)E Fiber Optic SC Connector From: Gregg Longstaff Subject: Fiber Optic`Connectors Question•Attach Sketches as Required: Specification 8-20,3(1$) E Fiber Optic SC connector differs from typical WSDOT Fiber Optic LC connector requirement. Please confirm which type of Fiber Optic connector is required. Date.of Request: 10/21/21 Signature: at/4 1144Stotif Response requested by: 111/21 Response from Addressee: Date of Reply: Signature: • (identified as a full cable termination location or trunk splice location),fiber count and the cable number. The labeling shall be permanent with legible manufactured labels. 3. A yellow#1'4.AWG trace:wire shall be installed In all conduit containing fiber optic cable. 4. In vault locations where the ###count fiber optic cable is installed, the label attached to the ### count fiber optic cable shall also include the following information in addition to the requirements outlined in the Section above: • Purchased with 20101UASI Funds • Grant No.201 0-SS-T)-0084 • KC-RCECC redundant fiber contact • i<ing County IT(a7 206..263.7000 Add the following new section: 8.20.3(18)E Fiber Optic SC Connector (New Section) ("'"`Renton'"**) The Fiber Optic SC Connector shall provide for the termination of the individual fiber optic:strands. Add the following newsection: 8-20.3(18)F Fiber Optic Cable Pre-Installation Testing (New Section) f („""Renton**") Pre-installation tests shall be conducted on the cable reels prior to installation.These tests shall be performed in accordance with EIAITIA-455-78 for single-mode fibers using an optical time domain reflectometer (OTDR). Both ends of the cable shall be accessible for the tests,and it may be necessary to remove a portion of the protective wooden lagging on the reel. Measurements shall be made using the 1310 nm and 1550 nm wavelengths, and shall be compared to the factory test results,Test results=shall be provided to the Engineer and.approved. Add the following new section: 8-20.3(18)G Qualifications (New Section) ('"*"Renton***) Qualifications as defined in Section 8-20.2(2)of these Special Provisions, shall be submitted to the Engineer at least 30 calendar days prior to the splicing for approval of qualifications. When performing a splice,the fusion set must be on a stable surface and the splicing area must be relatively dust free.Therefore, it is required that the splicing should be done in a van or tent and not in the open air, in a manhole or vault. city ar Fientar 214-r 779.045 Dwell avenue PIE Contract P ovisrans SP•1 B6 February 2021 Bic!Set—P opect Na_TE04004100 Division 8 Provided to Builders Exchange of WA, Inc. Por usage Conditions Agreement see www.bxwo.com - Always Verify Scal Phone (253) 383-5022 Fax(253) 272-5214 ELECTRIC INEMEMEENCED Request For Information 4741 — Duvall Ave NE RFI Subject : Duvall Ave. NE Banner arms and brackets To Tiffani Barquist Contract No: CAG-20-065 Reed Trucking &Excavation Inc. RFI Number: 4741-1 2207 Inter Ave, Suite A RFI Revision Number: 0 Puyallup,WA 98372 RFI Date : 10/12/2021 Phone No: 253-841-4837 Type : Original RFI Fax No: 253-841-4816 tbarquist@reedtrucking.com Return To Fred Duke Totem Electric of Tacoma Inc 2332 Jefferson Ave Tacoma,WA 98402 Phone No: 253-722-2840 Fax No: 253-272-5214 fduke@totemelectric.com Clarification Requested The attached submittal review indicates that the"City requested banner brackets be removed." Please provide confirmation that the Banner arms and brackets are deleted from the project. Details Primary Activity Affected Drawing Detail Spec Signal or Lighting Poles Including attached banner arm Fixtures submittal review Schedule /Cost Impact To mitigate schedule delay, return by the following date 10/19/2021. This problem is possibly impacting our progress This problem does not impact our costs Please provide a written directive on how to proceed. Descriptions of materials and methods should be accompanied by drawings, sketches and specifications if not covered by applicable contract documents. Please re-review relevant submittals referenced above. Response: The Contractor is directed to delete the banner arm and bracket from the street light poles. A field work directive to follow. Prepared By: Tani Stafford 10-13-21 Phone (253) 383-5022 Fax (253) 272-5214 ' ELECTRIC Signed By: t, _ Dated: 10/12/2021 Fred Duke Project Manager SUBMITTAL REVIEW s.tuak:Dveuq�auSlurp KRIST,EKUGWW Catalog Number: Type: No Exceptions Taken , The Job Name: XL Banner Saver brkt.(up to 30 sq/feet) ill DUVIIII RAL 9005TX Make Corrections Noted Ave.NE-City of Rec•Iol Amend& Resubmit X Rejected-See Remarks stv IMPORTANT NOTICE: This review TT, / ‘00j,...... r responsibility to comply 8 conform �' with the Plans, Specification, and �� Pis.confirm banner size Contract Documents. IF4141-6111 �_ Cray ter Osborne,Inc. - ;��� CONSULTING ENGINEERS `�N M csj . -�•• By: DRS Date: 9/29/21 ' ?ro 14 /---- I - _ S f--s.4 —1 CLEARANCE FOR 01/2' W000 SCREW 1 (Note. 9' lo ng wan rnomar'ded) Li) City requested banner �` brackets be removed r=. lb -4 -0- 1 -AtititribiANWI -f kl.V / 9,3 7 J/.' 85 g OE W SRIPTION; U ALNrRSAVER CRIAA WtG[ 70 ANIMAL; CAST UMMAN e 1 o ill ,....t.i......... 1 a r ri y\ irir X 3'/0E1P -�oenflae arm) a1/4 TftpUWl ealeg Pin) ntrr,vitrr.mww, rj Ikegre is eft.. i" BANNER SAVER ow"mew a. • EXTRA LARGE aglISOCX MM. Ranner5averxl Tani Stafford From: Flora Lee <FLee@Rentonwa.gov> Sent: Wednesday,October 13, 2021 10:16 AM To: Tani Stafford; Eric Cutshall Cc: 'David Roman-Sanchez';Josef Harnden; Bob M Hanson Subject: RE: CAG 20-065 Duvall Ave - RFI #1 on CMS FWD. Change order.Thanks. From:Tani Stafford <tstafford@g-o.com> Sent:Wednesday,October 13,2021 10:13 AM To: Flora Lee<FLee@Rentonwa.gov>; Eric Cutshall<ECutshall@Rentonwa.gov> Cc: 'David Roman-Sanchez'<droman-sanchez@g-o.com>;Josef Harnden<JHarnden@Rentonwa.gov> Subject: RE: CAG 20-065 Duvall Ave- RFI#1 on CMS 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 Flora and Eric—we plan to provide an RFI response that the banner saver brackets are not required based on the previous submittal review comments. Our main question for the City is if we delete this work should we request a credit via the change order process? If so shall we proceed with a FWD after we issue the RFI response? Thanks—Tani From: Flora Lee [mailto:FLee@Rentonwa.govj Sent:Wednesday,October 13, 2021 10:01 AM To: Eric Cutshall <ecutshall@rentonwa.gov> Cc: David Roman-Sanchez<droman-sanchez@g-o.com>;Tani Stafford<tstafford@g-o.com>;Josef Harnden <jharndenPrentonwa.gov> Subject: FW: CAG 20-065 Duvall Ave- RFI#1 on CMS Eric—please see attached RFI and confirm that the banner arms and brackets be removed/deleted from the project. Thank you Flora From: David Roman-Sanchez<droman-sanchez@g-o.com> Sent:Wednesday,October 13,2021 7:32 AM 1 To: Flora Lee<FLee@Rentonwa.gov> Cc:Tani Stafford <tstafford@g-o.com> Subject:CAG 20-065 Duvall Ave-RFI#1 on CMS 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. RFI#1 is posted on the CMS, can you provide a response on the CMS under clarification with Engineer? Please let me know if you have any issues with CMS. Thanks, DRS REQUESTS FOR INFORMATION (RFI) Coturtm veeeaht) Euel Cop CSv Print Shan 1C entries RFtNO. t DATE SUBJECT .REQUESTED BY DATE REQUESTED BY I DATE OF RESPONSE i REVIEWER I STATUS ACTION T 10 ,2-2021 Banner Amens Brackets Removaltbaroursagreecanxengconl 1D-1b-2021 G30 OPE!, tift Stlawing 1 to 1 of 1 enines David Roman-Sanchez,P.E. 1206.284.0860 p / 206.283.3206 f Gray&Osborne,Inc. 11130 Rainier Avenue South,Suite 300,Seattle,WA 98144 Please consider the environment before printing this email. Electronic File Transfer-Note that these electronic files are provided as a courtesy only. Gray&Osborne, Inc.in no way guarantees the accuracy or completeness of the digital data contained within these files. Furthermore, Gray&Osborne,Inc.assumes no liability for any errors or omissions in the digital data herein. Anyone using the information contained herein should consult the approved or certified hard copy drawings or reports for the most current information available. 2