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04-0161 CIVIL City of Yelm Community Development Department 105 Yelm Avenue West P.O. Box 479 Yelm, WA 98597 March 3, 2006 Mike Brewer American Pump and Electrical PO Box 94996 Tumwater, WA 98511 RE. Horizon Mortgage - SPR-04-0161-YL Request for Mylar Approval -Construction Documents Mr Brewer We have reviewed the plans submitted and dated 3/2/2006 I have found the construction drawings to be significantly complete Please submit the following information for final signature 1 One set of full size mylar drawings - to be retained by the City of Yelm 2 One set of full size drawings (your choice of media) - to be returned to you 3 One set of half size drawings (11 "x17") - to be retained by the City of Yelm 4 One CD with AutoCAD drawings 2004 or older - to be retained by City of Yelm 5 Pay invoice for engineenng review and ungation meter - $2,028 00 Afier the puns have been submitted and approved, the review fees have been invoiced and paid and dedications and recordings completed, a preconstruction meeting can then be arranged before construction may begin The following needs to be revised on the refuse detail before the mylars are submitted 1 In comment no 3 of the review letter you state that you have revised the refuse detail to call out a screening material I was not able to locate the type of material to be used Please add this information to the detail If you have any questions or comments, please call me at (360) 458-8438 and I will be happy to further assist you Community Development Department Respectfully, Jim Gibson PE Development Review Engineer cc Bill Turner, Contours and Concepts Engmeenng (360) 458-8938 (360) 458-3744 FAX www cr. yeim w¢ us City of Yelm Community Development Department 105 Yelm Auenue Wesl P.O. Box 479 Yelm, WA 98597 December 29, 2005 Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Third Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office building and espresso drove thru Your application included • Civil Plan Review Application • Construction Drawings (13 sheets) dated 12/7105 We have reviewed the plans for compliance with the City of Yelm Development Guidelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: 1 The espresso stand must be moved back to the original location approved by the Site Plan Review Committee The original location was approx 65 feet behind the proposed sidewalk You now show the location +/-30 feet behind the sidewalk 2 The ADA parking stall needs to be 20' in length This should be measured from the wheel stop to the drive isle Currently it is shown as 18 feet Also the van loading area needs to be located on the right side of the ADA stall and a concrete sidewalk will also have to connect the striped loading area to the ADA door to the building 3 Show how the refuse area is meeting the architectural regwrements as set forth in the Land Use Conditions of Approval The detail you have shown on the plans does not meet the requirement of the Land Use Approval Yelm Ave West: 4 The City of Yelm will regwre the deferment and the LID no protest to be in place before the civil plans wUl be approved and issued (300) 458-8438 (360) 958-3149 FAX www ct.yelm ova us ® • Landscape Plan: (Comments by Tam+ Merriman) 5 Type II landscaping is requred along the inside perimeter of the site, along the northern property line (Yelm Avenue), and the eastern property line up to the point that +s equal to the back s+de of the bu+Id+ng 6 Type II landscaping +s required adjacent to the budding 7 A couple of trees shall be added to the parking area to the south 8 The slopes of the stormwater swales and ponds shall be hydroseeded and mulched 9 All street trees shall be a minimum of 1 '/" caliper, and a minimum 6-foot clearance, measured from the ground line to the first branch Land Use Conditions of Approval• 10 When you resubmit the plans please include a written response stating how each condition of the Land Use Approval has been or will be met Please review and revise the plans to address the above referenced comments When the project is resubm+tted you wdl need to submit 2 sets of plans The project eng+neer shall +nclude a written response with the resubmittal, indicating how all the review comments above have been addressed or responded to This wdl significantly exped+te our review of the protect If you have any additional questions or comments please do not hes+tate to call or contact me at I+mg@c+ yelm wa us Community Development Department Respectfully, Jim G+bson PE Development Review Engineer cc Bill Turner, Contours and Concepts Engineering December 29, 2005 Page 2 of 2 • City of Yelm Community Development Department 105 Yelm Avenue West P O. Box 479 Yelm, WA 98597 November 14, 2005 Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Second Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office building and espresso drive thru Your application included • Ciwl Plan Rewew Application • Construction Drawings (13 sheets) dated 9/1/05 We have reviewed the plans for compliance with the City of Yelm Development Gwdelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan• 1 The espresso stand must be moved back to the original location approved by the Site Plan Review Committee 2 The ADA parking stall needs to be 20' in length 3 Does the proposed driveway match the existing driveway on the opposite side of SR 510 Not addressed from first comment letter 4 Show how the refuse area is meeting the architectural requirements as set forth m the Land Use Conditions of Approval Not addressed from first comment letter. Yelm Ave: 5 The City of Yelm is beginning the process of forming a Local Improvement District for improvements of SR 510 including the frontage improvements for this project The City wdl allow you to defer the frontage improvements You will be required to sign a deferment/no protest agreement to the LID (360) 458-8938 (360) 958-3194 FAX www C~ yelm via as ~' Water and Sewer Plan: 6 The water crossing of SR 510 is now requred to be permitted thru the City of Yelm You will be required to coordinate this crossing with the City of Yelm Stormwater Plan: 7 The stormwater facility requues 1 foot of free board Stormwater Report: 8. No stormwater report was submitted Please include a stormwater report with the next submittal Not addressed from fvst comment letter. Landscape Plan: 9 A detailed landscape plan was not included in the plan set This plan is required before a building permit may be issued Not addressed from first comment letter. 10 The bwidmg is required to have perimeter landscaping How is this being addressed Conditions of Approval: 11 When you resubmit the plans please include a written response stating how each condition of approval has been or will be met Not addressed from fvst comment letter. Please review and revise the plans to address the above referenced comments When the protect is resubmitted you will need to submit 4 sets of plans and 2 stormwater reports The protect engineer shall include a written response with the resubmittal, indicating how all the review comments above have been addressed or responded to This will sigrnficantly expedite our revew of the protect If you have any additional questions or comments please do not hesitate to call or contact me at fling@ci yelm wa us Community Development Department Respectfully, Jim Gibson Development Review Engineer cc Bill Turner, Contours and Concepts Engineering November 14, 2005 Page 2 of 2 • City o f Yelm Community Development Department 105 Yelm Auenue West P.O. Box 479 Yelm, WA 98597 June 28, 2005 Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Initial Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office building and espresso drive thru Your application included • Crod Plan Review Application • Construction Drawings (9 sheets) We have reviewed the plans for compliance with the City of Yelm Development Guidelines, the DOE Stormwater Manual and general standards of cml engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: 1 The existing information shown on the plan is too light to see Please darken up this information so it will copy legibility 2 The Land Use Conditions of Approval regwres 7 parking stalls for both uses 3 Please show the existing right of way and right of way to be dedicated on the plan 4 Does the proposed driveway match the existing driveway on the opposite side of SR 510 5 A pedestrian path from the street is regwred but not shown on the plans This will need to be shown 6 Show how the refuse area is meeting the architectural requirements as set forth in the Land Use Conditions of Approval Grading Plan: 7 The grading plan needs more information The plan is not detailed enough to construct or review for storm water drainage Yelm Ave Plan and Profile: (360) 458-8438 (380) 458-3199 FAX www ci yelm via us 3 The construction plans do not show the regwred frontage improvements for SR 510 Please show these improvements as part of the plans 9 As part of the review process you will be regwred to submit a Plan For Approval and Construction Documents to the Washington State Department of Transportation for review and approval Since the frontage is a state highway this review will be a multiple turisdictional review This process typically takes 9 months to complete A good contact at WSDOT is Dale Severson, Development Review Section 10 The City of Yelm is willing to allow you to begin site work and construction on the bwiding and allow temporary occupancy with some sort of financial guarantee for completion of the frontage work Water and Sewer Plan: 11 The SR 516 water crossing needs to have some more information added to the plans How is this roadway crossing going to be accomplished, timing, permits etc Is this going to be accomplished with an open cut or "push" of the roadways Each method has d own requirements and specifications 12 The fire hydrant needs to be moved at least 5 feet from the entrance edge of pavement and in a location that will not have to be moved as part of the frontage improvements 13 The DCV Assembly is not a City of Yelm Standard Detail Please remove the City of Yelm detail block from around the detail 14 A grease interceptor is not required for an espresso only stand If you have plans to expand the espresso stand to include anything more than espresso, a grease interceptor will be regwred The City of Yelm minimum required size is 1500 gallons Stormwater Plan: 15 The avil plans do not address a stormwater system or facility This information is regwred and should be shown on the plans 16 Show how the stormwater is being taken care of for SR 510 Stormwater Report: 17 No stormwater report was submitted Please include a stormwater report with the next submittal Landscape Plan: 18 A detailed landscape plan was not included in the plan set This plan is required before a bwlding permit may be issued Conditions of Approval: 19 When you resubmit the plans please include a written response stating how each condition of approval has been or will be met Please revew and revise the plans to address the above referenced comments When the protect is resubmitted you will need to submit 4 sets of plans and 2 stormwater reports The protect engineer should include a written response with the resubmtttl, indicating how alf the review comments above have been addressed or responded to This will significantly expedite our review of the protect If you have any additional questions or comments please do not hesitate to call or contact me at timg@ci yelm wa us June 28, 2005 Page 2 of 2 Community Development Department Respectfully, Jim Gibson Development Review Engineer cc Bill Turner, Contours and Concepts Engmeenng June 28, 2005 Page 3 of 2 .~' 4 ~°,~.~ City of Yelrn ~~`""' ~^'s Community Development Department 105 Yelm Avenue West P.O. Box 979 Yelm, WA 98597 4`T~ steal ~~ December 29, 2005 - 3-3-~~ Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Third Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office budding and espresso drive thru Your application included • Civil Plan Revew Application • Construction Drawings (13 sheets) dated 12/7/05 We have reviewed the plans for compliance with the City of Yelm Development Guidelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: ~\lk The espresso stand must be moved back to the original location approved by the Site Plan Review Committee The original location was approx 65 feet behind the proposed sidewalk You now show the location +/-30 feet behind the sidewalk ~y`2 The ADA parking stall needs to be 20' in length This should be measured from the wheel stop to the drive isle Currently it is shown as 18 feet Also the van loading area needs to be located on the right side of the ADA stall and a concrete sidewalk wilt also /~ have to connect the striped loading area to the ADA door to the bwlding ~ Q Show how the refuse area is meeting the architectural requiremerits as set forth m the ~~ Land Use Conditions of Approval The detail you have shown on the plans does not ~~,~ meet the requirement of the Land Use Approval Yelm Ave West: 4 The City of Yelm will require the deferment and the LID no protest to be in place before the civil plans will be approved and issued (360) 458-8438 (360) 458-3144 FAX www ec yelm wa us '~ Landscape Ptan: (Comments by Tami Merriman) 5 Type II landscaping is required along the inside perimeter of the site, along the northern property line (Yelm Avenue), and the eastern property line up to the point that is equal to the back side of the bwlding 6 Type II landscaping is required adjacent to the building 7 A couple of trees shall be added to the parking area to the south y\ S The slopes of the stormwater swales and ponds shall be hydroseeded and mulched U A ,~9 All street trees shall be a minimum of 1 '/z" caliper, and a minimum 6-foot clearance, \~1 ~ measured from the ground line to the first branch Land Use Conditions of Approval: 10 When you resubmit the plans please include a written response stating how each condition of the Land Use Approval has been or wdl be met Please review and revise the plans to address the above referenced comments When the protect is resubmitted you wtll need to submit 2 sets of plans The protect engineer shall include a written response with the resubmittal, indicating how all the revew comments above have been addressed or responded to This will sigrnficantly expedite our review of the project If you have any additional questions or comments please do not hesitate to call or contact me at ping@ci yelm wa us Community Development Department Respectfully, Jim Gibson PE Development Review Engineer cc Bill Tumer, Contours and Concepts Engineering December 29, 2005 Page 2 of 2 v December 29, 2005 Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 City of~elm Community Development Department 105 Yelm Avenue West P.O. Box 479 Yelm, WA 98597 RE: Horizon Mortgage - SPR-04-0161-YL Third Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office building and espresso dnve thru Yvur apphcaUon included Civil Plan Review Application Construction Drawings (13 sheets) dated 12/7/05 We have reviewed the plans for compliance with the City of Yelm Development Gwdelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: 1 The espresso stand must be moved back to the original location approved by the Site Plan Review Committee The original location was approx 65 feet behind the proposed sidewalk You now show the location +l-30 feet behind the sidewalk 2 The ADA parking stall needs to be 20' in length This should be measured from the wheel stop to the drive isle Currently it is shown as 18 feet Also the van loading area needs to be located on the nght side of the ADA stall and a concrete sidewalk will also have to connect the striped loading area to the ADA door to the budding 3 Show how the refuse area is meeting the architectural requirements as set forth in the Land Use Conditions of Approval The detail you have shown on the plans does not meet the requirement of the Land Use Approval Yelm Ave West: 4 The City of Yelm will require the deferment and the LID no protest to be in place before the civil plans will be approved and issued (360) 958-8438 (360) 458-3149 FAX www ca yelm.w¢ ¢a i P `~,, Landscape Plan: (Comments by Tami Merriman) 5 Type II landscaping is required along the inside perimeter of the site, along the northern property line (Yelm Avenue), and the eastern property line up to the point that is equal to the back side of the building 6 Type II landscaping is required adjacent to the bwlding 7 A couple of trees shall be added to the parking area to the south The slopes of the stormwater swales and ponds shall be hydroseeded and mulched 9 All street trees shall be a minimum of 1 '/" caliper, and a minimum 6-foot clearance, measured from the ground line to the first branch /J Land Use Conditions of Approval: 10 When you resubmit the plans please include a written response stating how each condition of the Land Use Approval has been or will be met Please review and revise the plans to address the above referenced comments When the project is resubmitted you will need to submit 2 sets of plans The project engineer shall include a written response with the resubmittal, indicating how all the review comments above have been addressed or responded to This wdl significantly expedite our review of the protect If you have any additional questions or comments please do not hesitate to call or contact me at lung@a yelm wa us Community Development Department Respectfully, Jim Gibson PE Development Review Engineer cc Bill Turner, Contours and Concepts Engineering Yvt u,o~-- ~-e.., Wm P~~~-~@ ~, a~ ~ a c u~u,r-~ rte,. ~ F~-vG~ by ~ c~~ ~-,,~,_ sue- ~ ~~- Cti~ A rte,.', ~-t mod- ~ ce..o~-~- .,..r` December 29, 2005 Page 2 of 2 ,, City of~elm Community Development Department ]05 Yelm Avenue West P.O. Box 479 Yelm, WA 98597 2 ~ ~ ~ v 1 ~ ~-a~ November 14, 2005 -~ - Mike Brewer American Pump and Electrical PO Box 14996 Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Second Review of Site Construction Documents Mr Brewer The City of Yelm has completed the initial review of the proposed office building and espresso drive thru Your application included • Civil Plan Rewew Application • Construction Drawings (13 sheets) dated 9/1/05 We have reviewed the plans for compliance with the City of Yelm Development Guidelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: 1 The espresso stand must be moved back to the original location approved by the Site Plan Review Committee 2 The ADA parking stall needs to be 20' in length ~.fl~ Does the proposed driveway match the existing driveway on the opposite side of SR ~` 510 Not addressed from first comment letter P~24 m the LandtUse Cond t ons of Approval eNothaddressedgfrom fi st commenth letter. Yelm Ave: i/5 The City of Yelm is beginning the process of forming a Local Improvement District for Q ~ improvements of SR 510 including the frontage improvements for this protect The City will allow you to defer the frontage improvements You will be required to sign a deferment/no protest agreement to the LID (360) 458-8438 1360) 458-3794 FAX www ce yelm wa.ua Water and Sewer Plan: 6 The water crossing of SR 510 is now required to be permitted thru the City of Yelm You ~~/ will be regwred to coordinate this crossing with the City of Yelm Stormwater Plan: ~~ The Stormwater facility regwres 1 foot of free board wq n„:~,-4Q = r...,.~~~ Stormwater Report: lo'p'es-=te ' 6 ~c tk.~ u~7 . 8. No stormwater report was submitted Please include a Stormwater report with the next submittal, Not addressed from first comment letter. Landscape Plan: 9 A detailed landscape plan was not included m the plan set This plan is regwred before ~~t. a bulding permit may be issued Not addressed from first comment letter. ~,~ 10 The building is required to have perimeter landscaping How is this being addressed C~ C~tions of Approval: 11 When you resubmit the plans please include a written response stating how each condition of approval has been or will be met Not addressed from first comment letter. D ~. ~o-~ Please review and revise the plans to address the above referenced comments When the protect is resubmitted you will need to submit 4 sets of plans and 2 stormwater reports, The protect engineer shall include a written response with the resubmittal, indicating how all the review comments above have been addressed or responded to This will significantly expedite our review of the project If you have any additional questions or comments please do not hesitate to call or contact me at lung@a yelm wa us Community Developmont Department Respectfully, Jim Gibson Development Review Engineer cc Bill Turner, Contours and Concepts Engineering November 74, 2005 Page 2 of 2 ArcIMS chewer Page I of 2 http //geomapl.geodata org/website/cadastral/MapFrame.htm 12/29/2005 City o f Yelm Community Development Department I05 Yelm Avenue West P.O. Box 479 I (~ t Q' Yelm, WA 98597 June 28, 2005 Mike Brewer American Pump PO Box 14996 and Electrical Tumwater, WA 98511 RE: Horizon Mortgage - SPR-04-0161-YL Initial Review of Site Construction Documents Mr Brewer ~~'i~ ~, t~ The City of Yelm has completed the initial review of the proposed office bwlding and espresso drive thru Your application included • Civil Plan Rewew Application • Construction Drawings (9 sheets) We have reviewed the plans for compliance wdh the City of Yelm Development Gwdelines, the DOE Stormwater Manual and general standards of civil engineering practice The following comments need to be addressed before the plans may be approved for construction Our comments are summarized below Site Plan: , The existing information shown on the plan is too light to see Please darken up this information so it will copy legibility ~,~ The Land Use Conditions of Approval requires 7 parking stalls for both uses Please show the existing right of way and right of way to be dedicated on the plan Does the proposed driveway match the existing driveway on the opposite side of SR ~p , 510 OFT A pedestrian path from the street is required but not shown on the plans This will need to be shown 6 Show how the refuse area is meeting the architectural regwrements as set forth in the Land Use Conditions of Approval Grading Plan: `~ The grading plan needs more information The plan is not detailed enough to construct flrJi, or review for storm water drainage Yelm Ave Plan and Profile: (360) 458-8438 (360) 458-3144 FAX www ce yelm wa us r~ u v 8 The construction plans do not show the regwred frontage improvements for SR 510 Please show these improvements as part of the plans ,~~9 As part of the review process you will be required to submit a Plan For Approval and }~ Construction Documents to the Washington State Department of Transportation for review and approval Since the frontage is a state highway this review will be a multiple jurisdictional review This process typically takes 9 months to complete A good contact at WSDOT is Dale Severson, Development Review Section ,JO The City of Yelm is willing to allow you to begin site work and construction on the 0' building and allow temporary occupancy with some sort of financial guarantee for completion of the frontage work Water and Sewer Plan: ~11 The SR 510 water crossing needs to have some more information added to the plans ~ Now is this roadway crossing going to be accomplished, timing, permits etc Is this going to be accomplished with an open cut or "push" of the roadways Each method has it own requirements and specifications ~,12 The fire hydrant needs to be moved at least 5 feet from the entrance edge of pavement ~ and in a location that will not have to be moved as part of the frontage improvements ~,13 The DCV Assembly is not a City of Yelm Standard Detail Please remove the City of ~ Yelm detail block from around the detail 1~ A grease interceptor is not required for an espresso only stand If you have plans to ~ expand the espresso stand to include anything more than espresso, a grease interceptor will be required The City of Yelm minimum required size is 1500 gallons Stormwater Plan: 15 The civil plans do not address a Stormwater system or facility This information is regwred and should be shown on the plans 6.Sh ow I~ffe'starFn~vat r is-being-taken-~r~Of~oFS&-5]9 b Stormwater Report: 17 No Stormwater report was submitted Please include a stormwater report with the next submittal Landscape Plan: 18 A detailed landscape plan was not included in the plan set This plan is regwred before a building permit may be issued Conditions of Approval: 19 When you resubmit the plans please include a written response stating how each condition of approval has been or will be met Please review and revise the plans to address the above referenced comments When the project is resubmitted you will need to submit 4 sets of plans and 2 stormwater reports The project engineer should include a written response with the resubmittal, indicating how all the review comments above have been addressed or responded to This will significantly expedite our review of the project If you have any additional questions or comments please do not hesitate to call or contact me at jimg@a yelm wa us June 28, 2005 Page 2 of 2 Community Development Department Respectfully, Jim Gibson Development Review Engineer cc Bdl Turner, Contours and Concepts Engineering June 28, 2005 Page 3 of 2 City of Yelm Community Development Department 105 Yelm Avenue West P.O. Box 479 Yelm, WA 98597 November 8, 2004 Douglas Huntington 15 Oregon Avenue #307 Tacoma, WA 98409 Re Site Plan Approval for Case #SPR-04-0161-YL, Amends Site Plan Approval for Case #SPR-040021-YL Horizon Mortpape Office Dear Mr Huntington The Site Plan Review Committee has considered your application to amend your site plan approval to include an espresso stand on the site of your office ,and finds that as conditioned below, the proposed protect is consistent with the Yelm Comprehensive Plan, and all applicable City policy's and development standards Pursuant to Chapter 15 49 Integrated Protect Review Process, a protect, which is subject to Site Plan Approval, is a Type II Permit and can be appealed to the City Council An appeal must be filed within 14 days of the date of this notice Site Plan Approval is valid for 18 months from fhe date of this letter The affected property owners may request a change in property tax valuation from the Thurston County Tax Assessor's Office Proposal: The appl+cant has applied for S+te Plan Review to amend a site plan approval issued in May 2004 for the conversion of an existing residential structure into Commeraal Office Space, to include a drive through espresso stand on site Site plan review is regwred for an amendment to an approved site plan Site plan review is regwred for any commercial use or actwity, with exemptions allowed if the use is similar to the prior use The commercal use of the ex+sting structure is a change of use, which regwres s+te plan review and approval The findings and analysis below includes the or+g+nal s+te plan approval, w+th changes to include the dnve through espresso stand , (360) 458-3835 (380) 458-3144 FAX www.ce yelm wa ua Staff Fmdinns and Analysis: 7. Transportation Yelm is a small compact community most d+rectly affected by two state highways, which bisect the community The highways are used by local residents for transportation throughout the city, and for access to commerc+al and res+dent+al areas throughout the community In lieu of widening existing streets, the City has elected to create certain alternatives, Y-1, Y-2, Y-3, which will avoid the need to significantly widen existing streets, and particularly Yelm Avenue New developments do in fact burden the city's central streets, and unless the alternate routes are accomplished, the City would have to require developers to pay the cost of the internal street widening The city plans show, and the City finds that adequate facilities will be accomplished better and in a timely fashion by the alternate route facilities as a substitute for the widening of existing faalities As a result, the City finds that the regional plans in fact benefit projects in all areas on the City and will accomplish the goal of providing adequate facilities to City standards within a reasonable time to serve the demands created by the proposed project The City has adopted a Transportation Facility Charge (TFC) of $750 00 per pm peak trip The Ordinance provides a default table that is used to determine new pm taps generated by the proposed use The ordinance also provides a discount for existing traffic When the table does not include the proposed use, the Institute of Traffic Engineers Trip Generation Manual (ITE) is used When a proposed use is not listed in the ITE manual, the most similar use is used to determine trip generation, which in the case of an espresso stand, a drive through restaurant is the most similar A drive through restaurant creates 18 27 peak PM trips per 1,000 sq ft of gross floor area The commeraal office creates 3 68 new pm peak hour trips per 1,000 square feet The TFC charges are due and payable, based on square footage, at the time of budding perm+t +ssuance or at tenant improvement Street frontage improvements are required as part of Site Plan Review and approval Yelm Community Schools is in the process of constructing improvements to the school, which is adjacent to the east of this site As part of the school's land use approval, some improvements will be made to SR 510, from the school west to 93" Avenue It was determined that a deferral of frontage improvements, until such time as the school constructs its street improvements, is best Dedication of the requred right-of-way shall be apart of Civd Plan approval Ingress and egress to the site is located on Yelm Ave West Yelm Development Gwdelines provides gwdance for placement of driveway accesses into commeraal developments The number of access points and sight distance are of mator concern on Yelm Avenue A clear path of travel for the vehicles entering and exiting espresso stand and parking area is required Lane travel markings will help alleviate the confusion for these vehicles 2 Water Suaply The City's Water Comprehensive Plan identifies a portion of the City area for service The City is purswng additional land areas for approval and the extension of facilities Completion of such activities is dependent on grant and developer funding, as well as Page 2 of 7 • • planned bonding and existing public funds The status of such plans and funding sources must be considered in any review of concurrency Developer extensions and or dedications, latecomer agreements, oversizing agreements, and the creation of local improvement districts may all be considered In the event of a new funding source, however, concurrency is not found until the fundmg source is in fact in place - e g award of a grant, a binding letter commitment for third party fundmg, or the successful formation of a local improvement district Any necessary water nghts are considered, only after approved for municipal use by the Washington State Department of Ecology, or appropriate appeals board, and the time for appeal or challenge has expired The site is currently connected to a well that is shared with the property to the west The service to this site from the well shall be disconnected, and both the office and espresso stand shall connect to City water service Disconnection from the shared well shall be inspected and approved by the City The project site is subject to a watermain Latecomers agreement dated May 13, 1998 The watermain is located on the north side of Yelm Avenue West, and a waterline crossing wtll be required Water connection fees are based on a consumption rate of 240 gallons per day 3. Sewer Svstem The City's Sewer Comprehensive Plan identifies a portion of the City area for service The City is purswng additional land areas or approval and the extension of faalities Completion of such activities is dependent on grant and developer funding, as well as planned bonding and existing public funds The status of such plans and funding sources must be considered in any review of concurrency Developer extensions and or dedications, latecomer agreements, oversizing agreements, and the creation of local improvement districts may all be considered In the event of a new funding source, however, concurrency is not found until the funding source is m fact in pace - e g award of a grant, a binding letter commitment for third parting funding, or the successful formation of a local improvement district The City's Development regulations implements the Comprehensive Plan at Section 7A 020 state that ~t shall be unlawful to construct or maintain any prroy, privy vault, cesspool, or other faality intended or used for the disposal of sewage and to install or use any onsite soil absorption systems in such cases where the City's sewer collection system is available for service as provided herein The sewer collection system shall be deemed available when the premises are within 200 feet of the City's collection lines The site is currently connected to an on-site septic system Connection to City sewer service is regwred The on-site septic system shall be abandoned per Thurston County Health Department standards 4. Storm Water Impervious surfaces create stormwater runoff Uncontrolled and untreated stormwater runoff can create health and safety hazards YMC regwres all development to comply with the City stormwater Manual The manual states that protects creating impervious surface must control and treat stormwater runoff Page 3 of 7 5. Parking • The City of Yelm Development Gwdelmes, Design Gwdelmes, and Municipal Code address parking regulations from many aspects, including, but not limited to, design, number of stalls required, pedestrian pathways, and safety The regwrements of off-street parking and loading faalities and their design shall be regarded as the minimum, however, the owner, developer or operator of the premises for which the parking facilities are intended shall be responsible for providing adequate amounts and arrangement of space for the particular premises even though such space or its arrangement is in excess of the minimum set forth Yelm Development Guidelines 4G 110 (5), Parking Lots, states, "Off street parking areas shall be designed to provide for the safe and convenient circulation of vehicle traffic If dead end aisles are used m the parking layout, they shall be considered as two-way isles 90 degree parking with two-way isles regwres a 23 foot drive lane, with 9' x 20' parking stalls I' parking abuts a pedestrian pathway, a wheel stop with 2 feet overhang must be added to the parking stall Turn around areas will be regwred when deemed necessary " The minimum parking requirements for commercial office space is 1 stall per 300 sq ft of gross floor area The espresso stand does not regwre parking for its patrons, however parking shall be provided for at least two (2) employees The total number of parking stalls regwred for the protect is 7, with one being handicap -van accessible 6 Building Department The City of Yelm has adopted Design Gwdelmes for protects located m Yelm's Commercial Zones These guidelines determine specific requirements for development Design Gwdelmes II, Pedestrian Access All pedestrian paths must correspond with federal, state and local codes for handicap access, and ADA regwrements 7. Fire Fire protection to the buildings must be provided per the Uniform Fire Code Requirements for installation of fire hydrants will be determined in civil plan review The Uniform Bwlding Code (UBC) provides occupancy ratings for different types of uses The fire coverage for the commercial use must meet UBC requirements 8. Landscaoing Landscaping and screening are necessary to promote safety, to provide screening between compatible land uses, to safeguard privacy and to protect the aesthetic assets of the City YMC, Chapter 17 80 requires all development to provide on site landscaping Type II landscaping is intended to provide visual separation of uses from streets, and visual separation of compatible uses so as to soften the appearance of streets, parking areas, and bwlding elevation This landscaping is used around the perimeter of a site, and adtacent to buddmgs Page 4 of 7 Type III landscaping is intended to provide visual relief where clear sight is desired This landscaping ~s utilized along pedestrian corridors and walks for separation of pedestrians from streets and parking areas Type IV landscaping is intended to provide visual relief and shade in parking areas Type V landscaping is required in storm water retention areas, if required 9 Refuse: The City of Yelm Development Gwdelines, Design Guidelines, and Municipal Code provides gwdance for refuse storage and screernng The commeraal office may use the standard residential pick up If a commercal dumpster is used, the following regulations apply The project is approved subject to the followmca conditions of approval: Conditions of Aoarovai: The applicant shall mitigate traffic impacts to the transportation system Mitigation includes payment of the Transportation Faality Charge (TFC) The TFC charge for the office conversion is based on 3 68 new pm peak hour trips generated by the protect The TFC charge shall be discounted for 1 01 trips based on the previous single-family residential use The TFC charge for the office shall be $2,820 00, based on 1,296 square feet, plus a credit for the existing single-family residence The TFC charge for the espresso stand is based on 18 27 new pm peak hour trips per 1,000 sq ft of gross floor area TFC charges are payable at building permit issuance 2 Ingress and egress to Yelm Avenue West shall have one access point, consistent with commercial standards, located at the northwestern corner of the property, aligning with the car dealership commercial driveway across Yelm Avenue 3 Street frontage improvements shall be required Frontage improvements shall be consistent with the City of Yelm's Development Guidelines Frontage improvements for Yelm Avenue West shall be consistent with the section "urban artenaP' The City will consider a deferral of street frontage improvements until such time as the High School constructs their regwred improvements 4 he applicant shall dedicate the regwred right-of-way for HWY 510 improvements at this ime, and coordinate with the Yelm School District to participate in frontage improvements for HWY 510 5 The applicant shall provide to the City for approval, a site plan that reflects lane travel markings that show a safe line of travel of at least 24-feet for the vehicles entering and exiting the site for the combined espresso stand and parking area The espresso building shall provide for aone-way access to the west side for the dnve through purchases, providing a stop or yield area at the southern turning point, before entering the line of travel to and from the parking area Page 5 of 7 6 The applicant shall connect both the office and the espresso stand to the City water system The cost to connect shall include a fee of $1,500 00 per Equivalent Residential Umt (each ERU equals 240 gallons of water consumption per day, fee subject to change) The applicant shall provide proposed water usage calculations to the Community Development Department for review and approval, to determine the number of gallons of daily use The site is currently assessed a water system latecomers fee The latecomer's fee in the amount of $1,884 45 ~s due and payable prior to connection to the service 8 The applicant shall disconnect service from the existing well The applicant shall not construct any improvements in the 100-foot radws of this well, until such time as the well is decommissioned The applicant shall connect both the office building and the espresso stand to the City STEP sewer system The cost to connect shall include a fee of $5,269 00 per ERU (each ERU equals 240 gallons of water consumption per day, fee subtect to change) The number of ERU's regwred will be determined by approved water consumption calculations 10 Upon completion of the onsite installation as per the City's Development Guidelines, the STEP sewer equipment from the tank to the sewer main shall be deeded to the City, and an easement provided for maintenance 11 The on-site septic system shall be abandoned in accordance with the Thurston County Department of Health guidelines 12 T e applicant shall design and construct all stormwater facilities in accordance with the DOE anual, as adopted by the City of Yelm Best Management Practices are regwred dunng construction 13 T e applicant shall create a paved parking area, meeting the City of Yelm Development uideline standards, with a minimum of 7 parking stalls for the combined uses 14 The applicant shall submit a parking plan that reflects compliance with Development Guideline 4G 110(5), providing appropriate parking arrangement 15 All buildings shall have a paved pedestrian path from street sidewalk fo the main entry, and provide pathways from parking lots to the main entry 16 he applfcant shall submd fire flow calculations for all existing and proposed hydrants All ydrants must meet minimum City standards 17 The applicant shall submit a fire hydrant plan to the Community Development Department for review and approval 18 The espresso budding requires a separate building permit, and shall be installed as approved through the building permit 19 The property owner shall provide a written agreement with the operator/owner of the espresso stand, providing access to restroom and hygienic faalities whenever the espresso stand is open for business Page 6 of 7 20 The applicant shall provide for Type II landscape buffer along the western and eastern property lines surrounding the area to be used for this project Type II landscaping is also required adjacent to both the office building and espresso stand 21 Type III landscaping shall be regwred when frontage improvements are installed 22 T~rpe IV landscaping is regwred in parking areas 23 hype V landscaping is required for above ground stormwater facilities applicant shall submit a rev+sed landscape plan to the City for approval 25 If the applicant chooses to use a commercial refuse container, the following regulat+ons shall apply a Refuse container screening shall be of a material and design compatible with the overall architectural theme of the associated structure, shall be at least as high as the refuse container, and shall in no case be less than six-feet b No refuse container shall be perm+tted between a street and the front of a build+ng c Refuse collection areas shall be designed to contain all refuse generated on site and deposited between collections Deposited refuse shall not be visible from outside the refuse enclosure A six-foot wall or fence shall enclose any outdoor refuse collection po+nt The fence shall be a solid material such as wood or masonry, and shall be designed per the City of Yelm Development guidelines Site Plan Approval is a Type II Administrative land use approval An appeal of this deasion can be filed within 14 days from the date of this letter, pursuant to YMC, Chapter 15 49, Integrated Project Review Process The Site Plan +s valid for e+ghteen (18) months from the date of this letter The applicant may request asix-month extension on the approval, if the request is made in wr+ting prior to the expiration date of this approval If you need additional information or assistance, please call the Community Development Department at (360) 458-3835 Sincerely, Tam+ Merriman Assistant Planner cc Grant Beck, Community Development Director Jim Gibson, Development Services Engineer Gary Carlson, Buiid+ng Official Page 7 of 7 I~`e~'ctti. d~ Community Development Department City of Yelm P.O. Box 479 Yelm, WA 98597 OFFICIAL USE ONLY Date Received: Received By: CIVIL PLAN REVI EW APPLICATION USE BLACK INK ONLY // DD Owner l I4YN ! PROPERLY LOCATION Address 15 ~ teC ~, n_ y City & State North South We sde of ~~ 11 Zip ~~~0~ Phone ~53-"17~-V~ a-- / 0~ (road name) ~~t ~~~lti/ ..,At q¢°n~~~~~~ ~~~ Q Between (road name) . ~ Applicant YI u~A1~ Uo-N f/L L~~ And (road name) Address VD Ox (~jq,( ^l , `e , ( n ), ~ ~~ ~ ~ L ~ Q~s l A ( V '. . l lr' l 1 ^ . by "" Clty and State I MNhOf l J~~ ~ i 6 l " " ' ` / Pr erty Address P hone - 36D ~i`~''-/~67 - ~P ~~- - - - - - - - - ----- --- - - - - -- ~ ~ 1 -./~1.QlL Engmeer 4Jrt.ti I}j/ ~'y '/ c 1 ~1A/ Section Township Range Address ~Ll''7b 172 a-~O~UI Qty & Stale ( . U~-R Assessors Parcel No Zrp ~5~~ Phone 0 FOR OFFICIAL USE ONLY ,:r? 4 e -` Ge „' ~ ` ^"~r»'. Y `-~. SUMIvtARY OF REQUESC (Lest type of uses( .< :~~ ~ z ~ e^ . a .° •~~ , • ? '~;~ ~ ? <-;:.t'"r,t,.Y~' `"'~ ~ ~:•u ;+` ' ' ~~ `~: " "~ XIZTW d.~ nI - dCQ, ; ~ . `FireI)LstrictRequirement s +'-b° 'Yeg No` ~ = , Fire F70a Required '° e r3`^ r " ~^{.. $4'~a e s,;^s~: r ; ..~ a±F= `~'~~: 'd,. EDm ( F"y?.5^y. n 0"+ ">~; ~["£'-F"y'~L":.~,. v"i.?'tdAS .I~ . ~~ ~" .X ' No of proposed dwellmg amts, ~e ..~ r,-~ ~ t +i.r "u yea ter. y~,t ~ v~_,'7 Watei connection estimate , ~ +N • ' ~~ '' T~" a"' • .~ "F hewer connection estimate 'l~• _' 't. -"u= J;. ~ °-~° ,'~,. D¢nensons otproperty _ ts roquired ~"~:3~y ~+~' -``~ =''-°~ -'''I ~-, ~~ Easeme n w ~/ ~y ,4k' x~'n41.^+1~: "M~~~: l~•i`l.~itti-i-T„'i*i.'t nl'k.~$* Y` hsK'Yy G:` t~v Rlghtof--way required":+. s"-o-~'"~,=;.*s:. ;t: %~ti`u~,gi°'-~°°;~~~ ( Total sqR of ste ~ ,. ~~J9~ ..'Sf t ~n :.#~-i±x~"=~,' -v~7i;'$ -*d~-n`: ."•'^zF1z~:X < f„",^•'ta;'~i ~n^• Total $mbuildm s s4 g ~ :.~ `. s~ ",: +" '•,~kl v",.„%~ ; a ~, "vi~~" r' .r`t~yy: ~+' t,~. +' ''" -yg Qi`:+: a -, .e4. ~~= x 5w,.. r 5. a~` " (7it9'U~2.~ ~(I ~-l i.-P7 „+t„ ~, .} `M.Y~; rx `"rsr a-~;~~` :s~ i.;t~''',~"'a,~''F"t` '~ ~$ 6 - ~SITi2~./e0 - Bonding xegviied- - a"(~"< ~'3~1~ ~'ta _ ~:`"`4IY~Lr"t~ `r--d~+.d~,, ""iotC; •..Faw=" ~ Pe,' ] YyF. f `"w"~~~ i iSw ..'~~ ,TS ~> .~ly~~l, n "µ~: o` . - x~_ _ A- r a Total Rui aved and covered surfaces uiclude buildm s, '`' `N'+'°" --'-'-''' ~y=Lr'.• e' "'_',""•",s '."- -• `°~-.~=^c; ";~'""~~"+~=':s ~ ~ dnveways, streets, sdewallcs, and parlang Lots) a k~ ~ Miscellaneous ~° ~°~`.+~~ '~= ~' ~'X • ` z'~=~~ ` ~ ~~~% i, . A cursory check of the plans agamst the attached plan checklist will be made by the Development Engneer If the plans meet the mimmum checklist requu-ements as to content, they will be routed to the appropnate City staff and the plan review process will begui If minimum checklist requu-ements aze not met, plans will be rationed to submrttmg engineer 3 - 6 7/95 GENERAL PUBLIC~RKSCONSIDERATION PLAN CHECKLIST STANDARD ITEMS: WATER, SANITARY SEWER, STORM SEWER, STREET, LIGHTING, AND SIGNALS O Vicinity Map O Legend (APWA Standard Symbols) () North Arrow () Scale Baz () Datum -Bench Mark Elevation And Location (on all sheets where elevations are referenced) O Title Block () Title O Design By O Drawn By () Date () Checked By () Signature Approval Block -- - lx~, 1 ------- -- - APPROVED FOR CONSTRUCTION BY DATE Dsector of Public Works (see a t e examp e) () Sheet Number of Total Sheets O Section, Township and Range (every plan/profile sheet) O Engineers Stamp (signed and dated) O Project Title (cover sheet) O Utility System Map (showing all proposed utdities on one drawing) O Revision BIock PLAN PORTION STANDARD ITEMS O Centerhne and Stations O Edge of Pavement and Width O Rnght-of--Way and Width O Proposed Survey Monumentation Locations and Details () Sndewalk and Wndth O Roadway Sections O Existing Utihties (above and below ground) () Adjacent Property Lines, Ownership, Parcel Number, and Street Address () Identify Street Names, Rnght-of--Way, Lots O Identify Match Existing Sheet Numbers and Stations () Easements, Width and Type () Define Survey Baselines () Stations for Structures () Flow D~rechon Arrows 7/95 3 - 7 .+ `' PROFILE PORTION STANDARD ITEMS () Profile Grades (decunal FT./FT ) () Existmg Ground () Scale (honzontal and vertical) () Stationing () Vertrcal Elevation Increments () Existing Utilities (if available) Misc () Detail Sheet () General Notes SANITARY SEWER Plan View (Gravity System) O Manhole () Station Shown at Each Manhole (watch spacusg) - - - --O --- Manholes Numbered-- -- - --- ----- ---- - - -- - ---- -- - -- () Manhole Type Designation O Flow Du'ection (with arrow on pipe) O Depth at Property Luse and Distance from Downhill Manhole for Side Sewer O Distance from Water Lines () Service to Each Lot Profile View O Manholes Numbered O Invert Elevation Showing Direction, In and Out () Gravity O Grades Shown (decimal form FT /FT) slopes, depths O Type of Pipe O Size of fipe () Length of Pipe (in L F ) () Existing Utilities Shown STEP SYSTEM () Hpe Alignment, grade and offset, type and size () Location of water, utilities crossing O Location of pigging ports () Location of pressure sustaining valves, check valves, vacuum valves, pressure relief valves, gate valves () Trench and restoration details showing depth, bedding compactron requu-ements 3 - 8 7/95 GENERAL PUBLIC ~RKS CONSIDERATION O Septic (STEP) Tank () Inverts elevation () Size, type, location () Side sewer location () Electncal hookups () Alarm and controls O Pump operational charactenshcs () Rune type Misc O Detail Sheet () Sewer General Notes WATER Plan View () System Map (1" = 300'J showing existing and proposed with line size, valves, and hydrants - O --EaastulgUtility Coriflicts - ---- --- ------ -- - - - - --- --- -- () Factures (need horizontal and vertical control) O Fire Hydrants (at all intersections See Yelm Fire Distract #2) () Blow-off (at end of ]me) () Vacuum and Air Release Valves When Required () Tees, Crosses, Elbows, Adapters and Valves Need Couphng Type, Meter Locations O Valves (2 each tee, 3 each cross) O Fu-e Department Connection () Thrust Blocking Required at all Fittings Including Iri-Line Valves O Distance from Sewer () Service to Each Lot (include open tracts) Profile View O Existing Utility Crossings () Show Fixtures (tees, crosses, hydrants) () Show Valves and Couplers () Size of Watermain () Length of Watermam (m L F ) O Cover Over Pipe () Grades (Engineered Design Grade to F L ) Misc O Detail Sheet () Water General Notes 7/95 3 - 9 .. & Address: ~ - 7th Ave. S.E. Suite 300 Lacey, WA• pts Phone Number: 360-438-0301 igmeermg E-Mail: Btll(a,CandCen>;meerin2.com March 2, 2006 To hm Gibson -Development Review Engineer ~~ 105 Yelm Avenue West ~e~~e YOelmowA 9ss97 MAR 0 2 2006 Subl Horizon Mortgage _ SPR-04-016] -YL Review No~ Dear Mr Grbson, Thank you for your time and consideration on this pro}ect I have completed the revisions to the plan sheets that you have requested in your review letter dated December 29, 2005 The following comments are our response to your request for changes Site Plan: 1 The espresso stand must be moved back to the ongznal locatzon approved by the Szte Plan Revzew Commzttee The ongznal locatzon was approx 65 feet behind the proposed szdewalk You now show the locatzon +/- 30 feet behind the szdewalk The espresso stand has been moved back to the original location as requested 2 The ADA parking stall needs to be 20' zn length All parking stalls are 20' in length The van loading area has been moved to the right side of the ADA stall and a concrete walk was design to connect the striped loading area to the ADA door to the building ' 3 Show how the refuse area zs meeting the architectural requirements as set forth irz the Land Use Conditions of Approval The details you have shown on the plans does not meet the requirement of the Land Use Approval The detail has been modified to show a non see through fence that will be attached to the cyclone fence per Tammy Memman's instructions Yelm Ave: 4 The Ctty of Yelm zs beginning the process offormmg a Local Improvement District for improvements of SR 510 uzclzrdzng the frontage tmpr ovemerets for this prolecc The Czty will allow you to defer the frontage improvements You will be required to stgn a deferment/no protest agreement to the LID Mr Brewer is more than willing to sign a deferment and the LID no protest documentation RECEIVED MAR 0 2 200fi Landscape Plan: Convments 5-9 Josephine Lee, Landscape Architect for AKI Landscaping has meet with Tammy Mernman to resolve the Landscaping issues A revised landscaping plan has been completed by AKI Landscape Architects and ~s submitted with the plan sheets I hope that this addresses all the condition of approval that you have state m your letter Attached are 2 revised sets of plans as requested Thank you for your time and consideration w this matter, I hope to hear from you soon If you have any question or need more information, please feel free to contact me anytime at (360) 438-0301 Respectfully, ~,~~ j Bill Turner, P E C & C Engmeenng, LLC cc File Lee Orchard &~ Address:~5 - 7th Ave. S.E. Suite 300 Lacey, W~ Phone Number: 360-438-0301 E-Mail: Bill(a~EandCeneineerina.com ~ \ ~,~ ~ To hm Gibson - Developm8nt Review Engineer 105 Yelm Avenue West ~ PO Box 476 ~~s ~~ Yelm, WA 98597 Sub)~~Honzon Mortgage _ SPR-04-0161-YL Review No. 2 ~ w Dear Mr Gibson, ~ a v~ U ~ November 30, 2005 ~FC~I V ,~D OEG 0 7 T005 Thank you for your time and consideration on this protect I have completed the revisions to the plan sheets that you have requested to your review letter dated November 14, 2005 The following comments are our response to your request for changes Scte Plan: 1 The espresso stand must be moved back to the original location approved by the Site Plan Review Committee The espresso stand is to the same location as approved by the Szte Plan Revtew Committee 2 The ADA parking stall needs to be 20' in length All parking stalls are 20' m length 3 Does the proposed driveway match the existing driveway on the opposite sole of SR 510 The dnve has been moved so that its alignment is directly across form the dnveway on the opposite side of SR 510 4 Show how the refuse area is meetrng the architectural requirements as set forth zn the Land Use Conditions of Approval The refuse area shall have a cyclone fence with gates on the front and screens so that tt meets the architectural requirements m the Land Use Conditions of Approval, (See Detail SheeC m Civil Drawings) Yelm Ave: 5 The Czty of Yelm is begzmm~g the process of forming a Local Improvement District for improvements of SR 510 including tl:e frontage zrnprovernents for this pt oleo The City will allow you to defer the frantnge nnprovemetats You will be reyuu ed to sign a defermenthto protest agreement to the LID ZNO Su Sw+i-/`77gL The owners of this protect will be more than will to sign a deferment of frontage tmprovements along with a no protest agreement to the LID Water med Sewer P[an: 6 77te water crossing ojSR 510 es now required to be permitted thre+ the City of Yebn You will be regnered to coordnate this crossengweth the Cety of Yelm The Owner/Contractor will coordinate all work and permits with the Ciry of Yelm as reqused Stornewater Plau: 7 The stonnwater facility requeresl foot offi-ee board The Stormwater facthty has 1-foot of free board as required Stornervater Report: 8 No Stonnwater Report was subnutted Please include a stonnwater report with the next submettal Attached are two copies of the stonmwater report for this protect Landscape Plan: 9 A detaeled landscape plan was not encluded en the plan set Thes plan es required before a buddeng pernnt may be essned 10 The buddeng es required to have peremeter landscapeng How es this being addressed A landscaping plan has been completed by AKI Landscape Architects and is submitted with the plan sheets Landscape P[mr 11 When you resubnnt the plans please include a wratter: response stating how each condition of approval has been or wdl be nzet I hope that this addresses all the condition of approval that you have state m your letter Attached are 4 revised sets of plans along with two drainage reports as requested Thank you for your rime and consideration m this matter, I hope to hear from you soon If you have any question or need more information, please feel free to contact me anytime at (360) 438-0301 Respectfully, Bill Turner, P E C & C Engineenng, LLC ce File Lee Orchard s'= SEC:24 TWNSHP: 17N RNGE:1 E W.M. VICINITY MAP N °• pt 'I '' •i Rnwesilloods t7lympla ralaqualn~ o + 1,'f'N17) INOOISS j ' , 195tJ v ~' L e St Clal ~~LCRer Weo~ ~ Tun7water 103 ~= Pa00a~ Ray { ~ ? pe „~ a ~' ''~ Mock Crt Wil,~n aim °reo 101, ~ "` ,f o Y lelphl {,^ ~ dSt lllyml)Id 1~>~ r~ gg ~ Fv Tree ~4 ) ~ ~ isle ~ irtskenn, ~ +~ Ne COfDEfi 5 ~ g5 S '4 C~ HIIIkO ~ ~ Raurier e W A~ ~~ y ~ + ~illl ~f~~ 3_~ )~ PROJECT LOCATION YELM, WA 98597 LINE TYPES - ~\ - - 9idl u. - -lbYN Sb1~IN _ - - sYe.aa ~ ~ p finger Bxb -+~ fnbRn Rd Aba, FTa~ -- OisrIMOU Rw-9rW Mm. ~~~Smrn~a0r T icE iri Ana Sbvn CnYrW Row1 Ibwr - Na4! hs liw ~ lWe~bT ~ ~ i ~ lbp C anEne Flal¢I daeNy MS (Stre)) ~_ ~ OAY4 Y4v ~ BIVYy Uti -~ O O M~WeWd dill - - ^ - - Curb ad dAN ao.e. cKma v » (ln ~ fish ~ - ~ Fmnrk p a a nh dca a Q ~ d 0 ~~ --- ~ g n ~ --rte d a Edpe a wwa.a - - Sd da auy ~ - - ~ a e a ~ rae d FF.n. ® ~ s l e - - X- Fro $ew IHe - dae6' Fdr Qtly s.. IAn - Beea.. m 101° ° - adw a,a smdoa~v - - 0 0 / e D minl off - r1Az o c s ee Co Ho on Mori a e gg 14845 SE Yelm Hwy. Yelm, WA 98597 PROJECT LOCATION N § I ~ ~ _~ ?F _ ~~~e€LD Ci sE u~` V _ ~ i- F `r 'h'ALTONLN SE ~88iHAVE 9E....,~~~ 'j~ ~` _1 BBiH AVE SE ~ ~ ~ ' t ~ ~'~ w i,, w ~ ~ l~1gL RO'~, %ne.Aeut ~~~- '~.~ ' of a o ~ '- `` '~' _- '~'~E i rc p i t'i . AEI 510 KI t w ~ WEW DA HW Qy V S~ ~ ' 17JJ CRVSTAt ;~ ~ ~'~~ 1 0380 AVE BE _~~ I ~ gl•S5,- ~~~ a 1 '° ,` o I K V P 51 M~'r > ~ p ~ t 4~ m •51 P ~ ; ° (~~S ~ ~ oDawisTSE .~. - t 1 SITE LOCATION 14845 SE YELM YELM, WA 98597 77 F1RE NYCFtANi Ctw WATER YANNaE DG WATER VAL1£ O SANITARY SEMER YANHD{E O GTCN BASWI -j PIXE ANafgT -0- unun Paf ~P cur vac o vowae vac ^'q ~ 'bpi: 1 _ ,ooiH~i Pc4p •b~ ~~ 100 i_N WAY SE 41 ~, HE ID 4- Dm_ a CONTACT INFORMATION OWNER Mike Brewer PHONE• 1 (360) 507-1000 ADDRESS• 14845 SE YELM HWY YELM, WA 98597 SITE INFORMATION Zoning Parcel Number Existing Building• Coffee Building Developed Site Area Proposed Parking• ENGINEER BILL TURNER COMPANY C&C ENGINEERING PHONE 1 (360) 438-0301 ADDRESS. 4405 7TH AVE SE SUITE 300 LACEY, WA. 98503 Commercwl 21724210701 To Remain 288 Sq Ft 1 O5 Acres 6 STALLS 9 ~+` i °-~ a WSDOT MONUMENT FND CASE MUN/VSDGT [N YELM, ON YELM AVE. SE 6 93RD AVE SE R/V MON POINT FALLS ll' SOUTH 6 ATUM 2' VEST OF CENTER OF INTERSECTION NGVD 29 ELEV=34290 NO7 A RO IN DAR~IRVE FOR CONSTRUCTION USE Y ONLY -I LEGEND EXISTING FEATURES SYMBOLS ^T IELERMEwE PEDESTAL Q,f .IAVCna/ BOX ~ 9al ® TRAFFIC 9QIAL PCLE oda nTAFFlC 514NAL PEDESTRIAN HEAD P MANBDX szD SAOT EIEYAnau .Y~= neEE (caanler) y` 1 rREE (Dedduoua) LEGEND PROPOSED FEA SYMBOLS Bide liw Po'Yq ShpiN SYwde ~ ~ ~ Baeb PIwW - asMaf Sb~mmES T imbnM Mo ~~ Daere. da PoeF RwW-B.itl IM. Sbvn CaHSd~ Poo! Pew -Bald R~ DK Cadsn Yvpr flaw - OMnd Ree AabcEm Cob N OAFr BciA'd W MMbN dWII R°aNl' Osf~ SecYm IXn ~A~ur ddn ~ ~0 Setlbn Ilr Ebt d aKIA $Ad ReHWq M _._ ~~~~~ da! ~dPornrd ~d ~ ~ ~° ea d FF.K. -T CaM -s d d . by sd eaNi WX Imd FM I}Wa Satyr W - BwM Cu Sew Lir - Preece 1 OIIeMa ad SbH iN Y FlRE HYDRANT N WATER VANE • SANITARY SEWER YANHaE CAipl BASIN ® WATER YETER POST RIDIGTaT VALVE Y F1RE DEPARIYEN7 CLVWECi r1 DDUeLC a1Ea( vAL~E H STREET UaIT ASSEYRLY 9CN +410 O SPOT ELEYAnaJS TREE [CanIM) TREE (DetlNala) Utilities Sewer Public Sewer System Water City Water Electricity: Puget Sound Energy Communications Ycom AP ROVED ~F'.OR CONSTRUCTION elopment Review Engineer APPROVAL EXPIRES: 3 -zo -°~ INDEX PAGE 1 COVER PAGE PAGE 2 GENERAL SITE PLAN PAGE 3 UTILITY SITE PLAN PAGE 4 UTILITY DETAILS PAGE 5 UTILITY DETAILS PAGE 6 UTILITY DETAILS PAGE 7 PAVING SITE PLAN PAGE 8 PAVING DETAILS PAGE 9 STORMWATER SITE PLAN PAGE 10 STORMWATER DETAILS PAGE 11 GRADING SITE PLAN PAGE 12 EROSION CONTROL SITE PLAN PAGE 13 EROSION CONTROL DETAILS SEC:24 TWNSHP:I7N RNGE:lE W.M. ~ OWNERS CANDIOTTA, JGSEPH & PATRICIA OWNERI KITCHEN, JAMES A PARCEL #I 21713340403 CONNECT TD EXISTING ~ A ~ PARCEL #I 2L724210104 ~- s SITE PLAN J z m m m OWNERS DAMS JR, YUNG C & FRANKIE VATER ~~ p . EXISTING WATER LINE ° B ~_2 ~ PARCEL #I 21713340405 ~ ~ THRUST HLOCKIXG CTYPJ " o e m e VALVE eDx F UT-2 vH.~: _.: ~.~-. ~.-.mo1d9.. iS@.-.MB~eK6~..N~.:.. z ~ m E m ° =®~~•~ -®•••~ ° E / EXISTING SEWER LINE I WV PVC VATER P I$T 14+68A 27A' RT. l , z c? u ~ ,n ~ DL11LI m / FDiE FIYDRAIIT ~ ~ ~ X12.00 s-s-s- s-s-s-s-s-~s- s-s-s-s-s-s-s-s-s-s- ~, w ~ p m a --------._ ___ __°_-_.--______ _.________.°___. ____~_______ _ _ _ _ ___ _ --------------------- ---"---'-----------`---------'---'--------- G~9Q-==_= ~ _ .LCTER_P.LACF~IT.:.__~__ >___~____~^:'_~-"ec-.==_cc_c_ ::__~__-_[1_Cr =:_-- - - ----_- __ --°°- -a -- x' F w."..""fG~'~~____ __ _~__ __:_~ __:__-~- I3fbB----sE"wER t ; -tom m ~-3 15+00 1 16+00 MANHO E _ ----__--__----------__-_ __.__-------- ._ __ ---°'--'--'-------------------'--------------------'------ - 17+00 ° w ° i _ ~ o ~ o u w a ~ ~ _ o __ _____ ___ - L - -°--- °*~--~ _~VATER ' ---- . _ _ _ - - - - --- --------------= SEWER UT-2- METER BOK m b ------------------------------- PVC DBE OL1M. ------- - ----------------------- --------------------------VAC-1fE--$~lX----- --------- ------V Tom- • ------ -° -----° - r ----- -- --- ---------------- EXISTING --------- ~\ F COrECT TO --- ---- - ----------------------- -- - ---- ---- -------------------------- ____._____. °~. ° _.°_ ._---- _---_-__. _._.--_---____.___ .____ S_-~'=°-s=--s=-r-s=r---stems s ~ i 7 ~' -~°I~ ~~a, ~- ...I_. ~ . . --15,Qf}--BDI~DI _--..______-__~__- _ N ~ \ I~ _ - ~ ~_~ ~ / fr T \ \ ~® - ---_- -_ _ ---- ----- -- --- - - -- ~ - - -- -- __ __~_ -__~________ o z m ~ ~ ~ °" PROPOSED DEDICATED R/w MONUMENT SIf31 ~ WSDOT MONUMENT FND CASE MON/WSDOT \ J X13 AL~[E I~ 345,00 I " / • (TYPJ DATU IN YELM, ON YELM AVE SE k 93RD AVE ~ Im A&I~DD~M•i %~ ~ PR~OSED E'XISTItIrG i / \/ /~ SE R/W MON POINT FALLS 11' SOUTH B 2' WEST OF CENTER OF INTERSECTION ~~ t I / g S~~ DRfVEP/AY ~ y / TO SREMAIfI~(TEYPJ NGVD 29 ELEV=34290 :~ ~ a/ ~ / I ----------- / / °a ~ ~ - ~ o z 3 w ~ w 3 w ~ ° W 'W- o ~~ 1 LANDSCAPE AREA N NDT A HDUN-ARY SUR VERY B' LANDSCAPE ~`~ // / TI ~ ~ . i / d` FOR CONSTRUCTION USE ONLY Etv R Iwui TDB ~ % I °° ~ r r- S E PRL2' PVC VA r ~ / ~ LIIE TO SPRESSO ST / EXISTING 25' 345'00 ~ M1IUST tQUAL I' I , / ~ -PTO IIL AT I"='_0 ~ ~ °+ O J ~ ~/ ~~ t~ / ' STRUCTURE * ~ ~ V] 3~i ~ ~ + ~ TYPICAL TRENCH p pp~p ~o ~0 12'x2a"ESPRESSO i$$!~ 111' ~/I~ ~h lHil ~Di ~ FFE=34520 ~ ~I ~~ ~ / '® T- ~.. y .. NEV 1• -- ~ Q"'N ° ~~ ~ - ,~ SCFfDULE w ~11~r SEVER CLEAN-WTI v I. ` ~`~ , t PHASE 3 "" 5 UI O S ~S , ~•• PWC SVP F" 1 ~' !' ~ o ~.~ ~ O f~ ~ ~ ~ ° ~ currza PANEL FDR C TYPICAL VATER MAIN L r r ~ / ~ I® /o ALEX SYSTF-N 1 TRENCH ~ BEDDING ~_2 • / ONSTRUCTION NOTES: DWBLE CHECK VALVE TO BE LOCATED NEXT 70 THE WATER 3 ~ o _ _ ~ ,344,00- - -` - ~ 1 PROD ~~ HOI FOR t®9 /p° / ~ METER, BETWEEN THE VATER METER AND THE STRUCTURE ~ a ~ I ~ / ~ ` ® SEPTIC TANG MAINTQIANCE 2 SEPTIC TANK MUST HE A 1 5 / , 00 GALLON TANK, HU[LT HY A _ LA~APE ~ - ~ ~ I / 0 NEV 1,300 GAL. DUPLEX TANG SYSTEM. / T-4 Rp ELEVI 344.32 TOP ff TANW 342'44 MANUFACTURER LISTED DN THE CITY OF YELM APPROVED MANUFACTURES LIST - - --'_ /I 3 ~ / ~i R QUIT ~~~ SEWER LINE SEPARATION REOUD2EMENTS A LINE RUNNING PARALLEL TO WATER LINES 4' PVC SEVER LDE A G TO ESPRESSO STAND • •d ~_3 SEPTIC TANG COVER r 1) A MIN. HORIZONTAL SEPARATION OF l0 FEET BETWEEN SANITARY SEVERS AN- ANY EXISTING POTABLE WATER LINE AND THE CROWN OF THE SEWER, SHALL BE ~ O N • MAINTAINED U OWNERI ATTWOt1D, LARRY E t • I COMECT TO pOST06 , O~_ ~ - - ~ PARCEL #I 21724210702 • / H. LINE RUNNING PERPENDICULAR TO WATER LINES 1) SEVER LINES CROSSING WATER LINES SHALL BE LAID N ~ N A j ~~ SEVER LIIE i3 ~ BELOW THE VATER LINES 70 PROVIDE A SEPARATION W ~" ~ ~ r IOAO BUILDIIK ASSNm PROPERTY OF AT LEAST l8 INCHES BETVEEN THE INVERT OF THE O O y„ LDE CTYPJ .~ ~~ / / EXISTING SEPT. TANK TO BE ABANDONED N PER THURSTON COUNTY 6 CITY OF PROPOSED RELIISE WATER LINE AND THE CROVN OF THE SEVER A) THE WIE SEGMENT OF THE MA%IMUN STANDARD LENGTH U ~ '-' ~ ~;, h {'. Y YELM REQUIREMENTS / i CDITAOER STQtAFf AREA LDD'ICi / ~ 10.00 BUI OF PIPE <BUT NO LESS THAN 38 FEET LONG) SHALL BE V V. O N ~ / ~ ~ ~ USED [TH THE PIPES CENTERED TO MA%IMUN JOINT {y / ~ "~ SEPARATION C 0 G ~ ~ ` " x r °' 8 WATER LINE INSTALLATION (p 100' YELL RADIUS / / ~ 70 BE INSTALLED PER V SOOT GUIDELINES Q E7J STING / L~ HOUSE / /° ALL PERMITS FOR CROSSING SR-510 WILL BE r / ~ OBTAINED FROM WSDO,T / ~ ~ CALL 48 HOURS BEFORE YOU DIG ~ ; / / ,/ / ~ OWNERI SCHOOL DISTRICT / / / 1-800-424-5555 .' / / /° PARCEL #. 21724219sa9 APPROVED FOR CONSTRUCTION ~ r / / ~% BY: DATE: ~~,,,~ ~ •• Development Review Engineer f SHEET ID CODE + ,r'` APPROVAL UT 1 of 4 ° EXPIRES: SKEET No 3of13 8 07'-2 z• n 1/P ls• YEBA BOX - s 1 1/a•-Y I4TC1XR0[ VALK A 31• 1 1/Y-Y 11I1X BML YMK I PLCRPOBA~nOM (01A aIOP) YLLK_WX M1 P DI[IX VKK sroP n TIM ODala 3AORF sL[ acT ~1E u. 1 RCY1C tNE A ROQlYDL 31] a Hale ro a6x '~ P1l' (.'1P ab .• a[a YALK u { • vJLK FnIXARD f' i " . A CORFU >( TaNK WMPIEO vILK Boa EaR SW[WAU( 01 Mal[O M 1nnFIC S[llXlay R[ p1R 110. FIf nrE m usE a• Du 601191x[ w me B I3• as wnx aP fOF OT1Ex w3TAl1All0n. Ko'~ JOMT TITE 1 CIA. Pw~KLUn aeD'~scoz00Pwc I w/Incx9ie i uP T SIaO R,E,N,IM~ L f01R 91LL VALK BDL RLw1CG 'Mill PIQ JaMF B F[YI1E 1 1/3•-1• YNX V 111RAD5 A6WIIA SFRIICE SPOIL CIT1 OF 1 tL\I W A5111\GTO\ DF PT OF PUHI IC RORK$ 1 '~~syrm BllDll' laalXlOD mR n` 1 1 /2" TO 2° a ~ ~~ ""K "'®' METER SERVICE Cfn STANDARD TOR COPPER SETTERS ARE lrraovrD vxr vo 1 1/3• -FORD VnN aa-13111! Oa EWAL z• - PoRO vIN n-lsan oR EWAL PIMK WJaCi oB[c7aR DAR 6-3 ¢ vest oxv~ Kv~ 3 IS 00 Top Now opwa0rp nA I-Lknil[ o/ pol'mBrd I-~~ U7'-2 WMhw g1iNd Benmf PoIM NTdnM 21/j Nua canllooaan Sun TAlar qph rah Mr«da MYDRAM OiiSET Gnodr Enam _!Ih•51[6mr ImcM« / 13313 wOh NST Mead. Sw rahw boa arW d S' Slav adapts wM Awn drbD- SIYb S-3'! w/SC aap a-11 r4• Ip._u. Grouts N~nS Stand Tdrym~ I- ]' Yinlmum hby~dnM"pM ~ h I Eats Pip JWM a' ~11~ YM a9 r e• • I ~ ~0•plpaaeul b Ir~ipminn B• pah vats, R x YJ s.. nat. bMow Vann x•a0•zl a' ewrorAr book nM Mw BooMBI b lop of dnin NrR h«alrp bolM1 wNh 3• waBhwl rock aB Bhawn PlaaNo bartlx bAwwm d' • 8' MM of 11 mD plaAla a eon- MrvA bl«k and M Aruell« /abrlo. aonrlrq 3• waMrd rock C«eMO MruA bl«k Naf.. «A-In-plow apalnA 1 NYdnnb shall a IoooM In /IIMnp only aewrda«o rNh 5«R« a 060 In addmen, a minimum Mrr. Iial dlw unabahuAad werkinyy ono Xhall CI I1 Ot \ tLNI \VASI IINGTON M pnvbod anund all hydnMa DtPT Oh PUHLIC\\ORKS z XTdnM aAl a Drvrw Y e N Gnturlon, w CI r YMallynYuAlw FIRE HYDRANT CaA reha shall M naniwll rMpw Kay rIM 0-Mp Nab Vats rAa aAAI nPPamrn vu, vo W YwAlaniaal 1aiM b7 AMSI flanpw~. Vats. allall Don/arm b AWWA 509-00 PWN: Nara ~~ DAR 6-] VaMa shall M YuNlw YtX, Kw1mdT, Cbr R/W w Walrraua SMa SOO s cv m vr~vn IEVI `~~ 3/15/00 t THRUST 10A03 THRUST AT BRINGS M PWNDS AT 200 PWNDS PER SQUARE INCH Oi WATER PRE551 RPE 9P BEXD N' RENO -1/2' RENO 11-I/t RENO DEAD ENI OWIEIER OR TEE 4• 3.800 2000 1.000 300 2000 R• d,ooo tiJOO 2soo 1.200 6700 R• u.loo 7.700 J,aoo 2.600 10.100 10• x3.300 12100 0.200 3.100 Is,000 Ix• 62000 n,xao asoo s,sOD u.7ao la• Ja,aoo 23,eoo 12160 0.100 wADo f0• S7,ooo 3o,eoo la7oo 7.900 uapo NOTES: 1 BlDCK1X0 SHALL BE CEYEM CONCRETE CLASS 1000 POURED pl RACE AWI14T uxasruRBED EARnI. RTIINO SHALL BE ISOLATED ER011 Ca1CREfE THRUST BLDCIt wIM PLASTIC OR SIIDIM WIERIAI. L T~OE(T~ TIKE THE BEARING AREA aF 1NE 1NRUST BIDCR IX SOUAIR CXAYPLE u• - an BEND IN SAND AND GRAV0. 33,000 LJE - 3000 LB/S E. v 10.7 S.P. Oi AREA AREAS MLST BE ADIUSTLD F00.0TULR PIPL 5121 P0.6SSURLS ALD SOIL COLDlT10t.5 d BLOCKING SHALL RE ADEQVAIL FO WII OS FAND FULL TLST PRt53URE r\S WELL AS TO COPTINUOUSLY WI IHSTANU OPLRATNG PRtSSURl ULOER ALL CONDITIOM1S Oi SERVILE SAFE SOIL BEARING LOADS «a. ~ o~Fa nr: PE E.«FDI = SOIL POVND3 PER SOIIIAE TOOT YUCK, PEAT 0 son cur I,aao sAND 2660 SAND d GRAVEL 3,000 e ~ ~ 1,000 ~ENT E0 W1 M (LARD SXAIE 111000 THRUST LOADS ,r>novvn owe k~ P,s,D Wx0.T oBEC1DN ML 6-14 ors ox o+h CYA[K S!'M NIS ~ ~L~iK IrW VI®tNMI L 117'-2 wLa rmM ~ ~^mlmr ww (zE oDCe,1r. BM[1aB / I Iwm1 Kom ea 7J ®w9( $YIQIA! uusn%aD Boa NDTES wxua orPrnlF6Beuo3levAWL 1 XrrE NwvaslME \ r ~I1~ RQL®ELRL~~~~MB~Awww~WYROOI~ML~~C~ >eAr MK wrnu NIW7RXEr0KKT MlE BRM' BIOIEL wBaE 91YL E waD L N[fB6 E K Nw[Y Mil[ 91w n I-106 J wB[ WEamCwplL %4 LS[O L BWDlE19J NI! NwEIEM$1[[WLn fYRI1C L[NI I ~ 1/HOQM LC[LEW IR sawEEwMLaxE®ILOFe w1®mEn w'an Fwarwu w E[®wM Ln B[B®I ~ sRMBO maolsB9ueaaaB[mlars [cm BBwMNU-amE RxWEFU w[®-1$E KIR®-FnL'9 TYPICAL WATER MAIN TRENCH & BEDDING _RECESSEO NANIXE TIDE e I COYER ut'-z I xuaD Tauxom zJa s• . s' . s. CJ.LSS 3000 lo' i B 3p' 1 a s ~ vALVE Box w11x wATEN• cASr M uD CONCRETE PAD • sEenoN FBI6NED GRADE a• OUTSIDE PAVED AREA •' • ^ •+' e TRACER WIRE ra ~ gx w1M µ~pppW M . M -0• SDR 33 PVC SEWER PIPE CONiORYIMC TO ASIY App ~ o 303A RISER PIPE i0 BE 1 0' CnC ag j ~ a PLUMB AND CENTERED OVEN VALVE STEM rvn4 BALLAST n 0 S' CONCRETE CL 3000 ~ ftEWlf® WN MAIL SO• IS E%CEEOEO INSIDE PAVED ROADWAY _(~~ YAwES) 1D1II. __. _. ___. _.. ALL VALVF3 MUST RAVE 11 GAUGE IXSULATED COPPER TRACER WIRE TED On AT VALVE BOOT, LATE VALVE SNOWX-SIMILAR Ex1Ol0EO OUTSIDE PVC wSW PIPE THEN INSTALIAnON REWIRED POR EMENDED ONE POOT TOP OP VALVE BOX BUTTERRY VALVES VALVE STEM EXTENSION LEGEND Q VALVE OPERAONC Xur OR 17/0• X 1 7/a• % 2• NIGH GRADE SREL WELDED TO RISER 3NAR CITI Oh 1 tLM1I \\ASIIINGTOV ® 3/18• Thk X S 1/S• OIA STEEL DEPT OF I'URI IC\\ORKS GU PLATE WELDED TO RISER SN~ STANDARD I s`"~' © c'"AL X VALVE BOX NB NC TO iR O RJ,,, STEEL NUf LENGTH AS REQUIRED ~rvao\Fn xr vo v bOff. ALL WELDS To SNAn SHALL BE 1/t• KI~'1^"n ~~ DAL[ 6-11 RL1ET WELD ALL AROUND rzv vts rl ~ ~ ~ ILw lrw 3/13/00 A U3'-2 ~ LIVE TAP Ir r IRK Y4K I La'W ~1 VMK AIL 9lM 9lALL t nnYDBlm AIM aAwum n NIOrN eoawEEB In I CONnIAIm K91Y [106[1! I- 3 R~ UNIX V ll[MOl mD nQ NOTES. 1 11 Y0. PLASTIC OR CTx151R11Cr1011 iABRN: SXIdL BE WRAPPED ARWMD RPE AND BiTTIN03 BFfORE THRUST BLOCK ANO BACKi1LL ARE POURED 2 COKRIOLLEO DENSITY BAC161LL 13 A ~ ~YSI%Wloll~ µD ONE 15A~ (9N) DP CEYErrt YJ CUT IM TEES SIIAl1 NOT RE vERYrtrEo ~. SIIPPOFf VALVE AND REEVE CONnNUOUSLT 1NR000N INSTALLAnoN R ~ K ,a , CIT\ Ot t tLM WASHINGTON DEPT OF PUBLIC WORKS CONNECTION TO EXISTING MAIN IPrnovFn oxr Wv PuNlc wxao Da[crm OAR 6-10 Mrs ~m1 1EW .n 1rw ]/IS/00 • ~ ,+ ~ ~ TOP EW ~ T C~ ~ • ~~° TOP EW I 1,Q'k\WnaYYr'~ ~d'iR'X~" TOP KEW r ~~ °~ ~p ~A - W Y E SIDE KEW f a • ~` v T . J • y X •aSR~ TEE SIDE KEW 2~CROSS ~ f? SIDE KEW GATE VALVE HORIZ BEND • a• ~.P /, d~9YY F ~ V.~ : #` •! ~ i TEE WITH PLUG CROSS WITH PLUC CROSS WITH PLUGS pLUG OR CAP r F'RG~RG~ 7fiu7J3 D UT-z 45' - 90' VERTICAL BEND CI I1 Oh l LL\I 6r\$I IINGTOh DtPT Oh YUHLIC l\ ORKS 01~T -3-'- 1 CONCRETE THRUST BLOCKING TO BE POURED AGMNST UMWSTURBED FARnI STANDARD BLOCKING DETAIL 2 PUSIIC BAPMER MALL BE PlACEO BE- TWEEN ALL INalISf BLOCKS d FiRING3. .rrxo~ro 3. AKCHOR REBAR SHALL az S/0• MINIMUM Knllc w7ws OsECta OUYETER vrs ox n OAR 6-13 tK0 ~ m ILw 3/13/00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEC:24 TWNSHP:I7N RNGE:lE W.M APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES: _ !i Z O m O E ¢ o a w " ~ -> ` O a 0 z w w w > > W W o e ~ m m `m w 0 w W a w O 0 v a W ~y ~ "CJ . C/] ~--\ '-" Q-I ~ o r., O U. 00 '°3 r~ c~ c O U a ~ I O ~ U a/ ~ ~ ~ -ti U ~ ~ Y y v O ~ Q ~ N O O Q onM crAw+ SHEET ID CODE UT2of4 SHEET No 4 of 13 ...,. I e Y[la em I UT-e U7-9 +_~ Et~K .~ « .' I I SINGLE METER oW rvc Isml 1r uEx. vlaK eat sal rlla np a mmu r/ WVNI BOX PLACEMENT awl ~ uu3ala m rrAp svErc N/ .. R s ~`~ •V I 11• VILK Em iCA mfrllK M~ . ['~ ~ 1 1 aA. o I1 M ~N3~ b rYC FI3 ~ 1• SWpr 12. WIOFR 9A! Y . Y ta' rL 1VC @IIFI®a vKK mMp INE 9!K m 11IIN W 1011 p11M gTAWma6 ./ 1-N3 FAOI rAT mP 916AQ N VAIK BW F PK FYE ATIY- WR YKK. W . W o-mu (rETq 1-MEATS n u i rx avEK WN J aTa Epx - ro xoT m\m r w.-1 F- B43 W .• pW .VC laa-\ ..OrYll. YIZ mmBOSmm~iar~iNE 'Y; 1 t. DUAL METER 6 BOX PLACEMENT IraamEmPn ~ t,~ 1 C0106:1E 911NPT BIGd( iP1 . Y YKK9 (MO UR611 11' arx • + I ~~ tl47E. 1. spy ~ AT TE CQ11N1CIN6 CPTbI ' ®1 P ple. 3am1I1[ w rVC- 1S• rt !Irt NFg 1r CIT1 OI 1hLA1 \4 ASI II\GTO~ GTY OF YELM DhPT Oh PUBLIC WOKKS DEPT OF PUBLIC WORKS TYPICAL METER TYPICAL SEWER MAI PLACEMENT LINE GATE VALVE lmaovm pxcw IRAOKD p.211 PU91C rxEa pEECifR pA1E 6-6 Ott p1QL91 pAII 7- prrer p~Ter vvprzr a%ts/oo ,~c nex vYx Yro alll/ F ~_y _ Ttd ® ~~'~~~ 4AMZ ppM - LNIA NpImR3 Ym6 N6 ~ O 1.1GB V1X pLLRG 1M4ID fOKA OI CQYL is plllZ ,a~10 DWI WIgY mIE.p •SEM• ~ II 111111 ~~^® ~ '- tpg N 1al-mw+s .rrls) 'I6 NM ppR ,a G. N9xA1F0 tdPFll 1Or10 R ~ ~^ . a ~ ` IGT i~iR nE91 >AKZ lorlo aC Ipn snMa ro WNI1K Tara r1m Nm r1Av 01"00 sv¢ sa fur aETTS TIPS m n°'mc sMOS~~ ~I ~ rb•~ ` SIFP WY11 ,. I i'a ~ rElu wi~a.s rvc aNp oca~ VN.K 4.1 / YENL VxK a.aJ r r1c Isar a . r.- P. WN aA aC ISDIIOq ,EE a.a.d tp Ppl Spm1E J M IfW as mW .~ arr of TELM =^~ DEPT OF PUBLIC NVRKS a m~oe TYPICAL 1" IO,S ; R; SERVICE CONNECTION , ' AraaKn plc xa .::: • mIn 7 .2 ama PlarC NvE6 aanm pAre _ ~'" a mm @f PM% PN% YTO 1/11/00 ura® ~M{NE[ # rr a mrAea A NMC I[6 M D7-3 R-1 J IrmrnAno+ AMA¢ s¢ xrs+pnAnw rAal IapK sE rearpxuxx TAe1J: ~_y Ir P.E9 1 tNruE ~ / / / / \ \ 1 I I %- I %- 4 1' p £ \ ~ / \ ~ / i Y t t RSm1Ala1 TIRE tl \I \ I p i i / ~ / .os~a CA ~p fDi i.~ P1E.HE PEE U0. til • r.1r ra~rc iY auYTr r RESTORATION TABLE 1 ....D: ,~ .IOA.. mEOIy T1K .1CON OCP ImWYN ObED .• f.rlQ i9lC! EUTL INW Y1N[ 81ML E{ ssrAa +~ ma aYA(R m m T.mM = mmlolr rN Txrna AG M1OOIf N`M app.' E K f06! MWLL A NL 04 W+611S I.E.K 1V ml6 OlI/GIAm OUpp .Y0 O.f0 0.111[ f.r/6 Wld l0fi M! WTL WIOI mNY IN91 arKr.r/eawa mwErt n.mm td<1 ro a nxvr. Aa NaG IIaIO®/ r1.wl.m mw alnE r1x.: uaµprrx oml r~TrE A ~An m m ml.w aria far.¢ x/I Y.VO.C mIi WPC1 TQm OI/R 1 TWIN Q C. CP61FD }A.'Q M4 WEH . °°°~ ""'~'° ~ arr of YELJA DEPT OF PUBLIC WORKS TYPICAL PIPE TRENCH NFNp`4- pNC Iq 7 3 am mloml pore - JEO PYx wx Yro 1/11/W N 3 4 8 ~_y 5 4 2 "" PLAN ' _ `1` 2 5 B 3 3 g 5 3 2 4 8 'm1A1'a 4 2 PROFILE .px r ra 1 7 1 r ~ FLOW 5 .+ - 2 auva eul m Epala as WTfAW tQfr IY last aEKMTpr STSImI 1 mMLS Ilt L EP 0(10 3 1E11N a I.N1 6 9gII•Vf VIIK ~~ urEn>•n) GTT pF YELM, WASHINGTON ~ ~ yKy DEPT OF PUBLIC WORKS i m1°OiN mCOOOwTwtr REDUCED PRESSURE BACEFLOI/ ASSEMBLY taulr Kolrn A. nanlxT rums TI[ 1EO rm m EmAW FOR 2~ OR SMALLER i alaTO m IR Ala r1rTEIa - ANTIOKD pro Ito e oa m IMOHIpT alla]3O E+enex al to raE rlann Esapama 6-f 7 a ea Im Nrlu s AIIG aE+per m nappEa Flax: xalNS Iaaclm PATE ai OKL am. pAre s.y.w KR JEO JEC S 3003 / G i N~srg\I•i rAxia As Pm pEni m YYIIFACIIIIF1fS ISf(YEMAMJI WbChA 6 YVE SIINImIT CONCRETE TANK BEDDING IRROK- pM¢ M0. rmare raNS IINEGRN pAre 7-17 PYx vrJx Yro s/1l/pp Z 0 0 m z o ~ ~ ~ _o _ 3 v O LL O Z D 3 W 3 W w ~ w ~ w w ~. ~I 1 ~I ~ '` ~~ / / ^'~ i~1 ~ '~ O O U. ~ o ~~bA a O O ~ ~ 3 v c v O U a ~ O ~ ~ ~ W O ~.J >J ~ '-'I N ~ Q C s:. o x Q CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES: O.C [a/Ir/r1 SHEET ID CODE UT3of4 SHEET No Sof13 ~(L PFE (gCINE1 {8115 W~pi Ipp{ mecum ~PmeAaplal ~~ ~~ ~5~~ ~ •sese~ ~~~~ ~ ~~~ ~~ $ ~ ~ ~~~ s ~ ~ ~ ~ ~ ~~~ ~~ sg ~' ~ ~ g ~~$~~ ~ ~ ~ ~~ g ~$ g 3 ~~ ~ g~~~ i ~ 8psa p~ F~ l s 444... ~ ~ ~~ ~ ~ ~~ ~ ~ ~ i g 9g ~~ $~$ ~G f G !u ~ 5 w r ~ ~ x~$ s: gig" ~~ ~R ~~ ~ ~ ~g~ ~ $ ~~~ ~~ ~ >:~ S ~~ ~ ~}} $~~ 4g~~~$ ~ d. ~ ~$ _~ S S 0 a R~ ~ 7~ A ~$ ~~ ~ + ~ ~~ $~ ~ ~~ s ~ µ ~~~ Y ~ F-r p~~ ~~~ ~€ ~ ~ ~~ ~ $ I $ ~~~ " ~ $ x ~ p € I @ 9r~ ii ~v ~ 4 C~ Z ~ ~ ,~~ 9 I ~~ ~~ ~ ~ ~ ~ ~ o ~~ ~ ~ 99 z V A H yy ~ 9 J ~b d ~Cro "" xl C ~ ~ ' a b ~ . . r ~ t7 ~ ~ ~ o ~ ~ ;o ~, O ~ ~ I~3 t=] ~ ~ ~ C] ~ ~' ~ ~ ~ z ~s ~W~ ImD p O r ~m~ ~~ ~O= ICO C Nv~ N~~ qp .L~yP Wf6.,iN r #~ ~ ~$ ~ ~ ~ # ~ ~• ~ s ~ ~ ~~~ ~~~ ~~ ~M ~ ~~ ~~~ ~ s ~~~~ ~~ ~~ g $~ ~~~~ ~ K V p K ~$ ~3~~~ g ~ ~~ ~ ~ ~ 8 ~ ~ ~~ ~~ ~ ~ S ~ ~~ ~ ~ Q ~€~~ ~~'a ~3~ ~~~~ ~ ~ ~"~ ~~9 ~g , ~ ~ ~~ 6 ~~~ ~~ ~ ~g ~ i~~ ~~ a~~ ~~I s ~ j ~~ ~ ~ ~ ~~~ ~~ ~ ~ _ Z~ ~ m 1 ~ ~~ ~a m ~ Ul ~C ~ o C~ ^ ~ D n ~ ~ ~ ~ DX ~ ~ ~ z N ~ $ ~~ m ~ 9 ~I~Dr € ~ 4 9 v i ~ ~~$ ~~ s ~~~ ~ ~~ ~ ~ ~ ~ ~ ~ ~~g ~ ~ ~$ s g g ` G R~ ~* g~~ ~ ~ g~ °~3~ 6 V a Ns l 9 s cZ b 4'~ i:. N DVlllm ICIS Coffee Co - REVIEW INFORMATION DESIGN INFORMATION PROJECT IOENTIFIGATION No Oyu+O~p~ D_ REVIEWER JIM GIBSON N fTl ~ 111. 1 (~(i FILENAME Baeemap = C R7 DATE SENT TO REVIEWER o m -~ ~ - Horizon Mortgage O11Ce tS G'G~ ACTION a ~ tlt~l~ ngin e ring ~ES'IGNEG BT,OR R„6V6 W Z ja O DRAWN MB NK 3tl 6N6 Phone 360-438-0301 o Details & General Notes GNEGKEO RTNB 6N6M6 f7l LaCC , Wa PLOTTED DATES SEC:24 TWNSHP:I7N RNGE:lE W.M. DWNER~ CANDIOTTA, JOSEPH 6 PATRIC e K ~ PARCEL #~ 21713340403 z °a °a o OWNER. DAMS JR, YUNG C S FRANKIE OWNERS KITCHEN, JAMES A SITE PLAN PARCEL #~ 21713340405 ` ~ PARCEL #~ 21724210104 ~ ~ e l m ~ • 0 o m o m ..~..~..~..~.. ~...~a~~~r+.s~..,~.~.~rz _ ~i ~.. ~. ~~. row.. - .. ~. ~..~.. .r .r >~r>~..~..~..~..~..~.. ~..~ ? ~ o v E ~..~..~..~ CERENT CO,CRETE APPROACFI V ~ RO~VAY CROSS SECTIOI Y ~ ~ I ~ / z w z m ~ PV-2 __ .. __ -._ ___ <~ (TYPJ py-2 ~ _ ___ ~ . i ~ o w 0 _____~__________________ ___________________ _ __ _ z z z ~~______________________ ________--________==-=~r3fl7ff-------------------------------------- -Y ~. n 15+00 16+00 L 17+00 LL ° < ° ------ ~-- -- ~ ------- ~--- ---1---------r --- --- -_ - 0 - - - -~-- ~- ~- = ------------- ---- I I I - -- - - - - ------------- 8.00 ----------------------------------- '~ ~ ~ ~ - IAIB -i ~ PLNT,EIt - EXISTING_-_________-________________ ______-_-___-_______________~_____________________-_ ________ __________ __-__ ____ ______-______ _ __ ______~_______-_ __________ ___ _ _____ _______ _ _-__-__ ___ _ ___-___ R/W d _ _ _ _ - _ Zs„1 _ . z O _ _ _ ~ -~ ~ c~ ~® -I - I ~ _ ~.~, i - .~... - ~ - - ~ ~ \ \® - - - i 1 ~ , ~DFDIGIED R/W o \ R2G • R4' p RI / ' ` . IQAAOIT l SIQI L ~ 1345.00 I \// ® / w a 4 lJi AREA tl ~ g ~ / ~ 3'ALK D~Sn~ ~ ~ ~~~ ^----------~ / • EXISTING TREES w w ¢ w w ¢ m ° • \ ~ ~~ // ~ ~I / / • / TO REMAIN CTYP> 54' ~ • E ~a~CAPP a~p p / (TYp,) pW~ ~ f 4500 E%ISTING / STRUCTURE 25 ~ , / ~ V] ~ ~ / FFE=345 20 ~ / S-I Qy ~ o 12'x24' E ~ ~ / • f PRIPOSm 8'~a1G f / , ~' STRIP VITH r V / Rr 26' r R1~ GRASSED IaED SvALE ~ ~ CE,ENT CITE `A"°SCAPE ~tEA / ~ ~ / /; AnA RAID coon toNa+ETE ~S~.I ~ v ~ o~•~ 3 M ~ ~ ~ I 344,00- - -~- I t~~ ~ ~ c ~ ~~ ~ ` / . CEMENT LATE CIRH T \ ~ ~ (Typ ) ~' ~ ! •. EXISTING TREES \ / TO REMAIN CTYP) / , PV-2 LANDSCAPE AREA Jr I 7 / ' ~ /~ PR~aSEO ALP O CTYP) py-2 / • RY-8 / I/• IW ACCESSABLE SIOI / BELOV 1NTEI,/NTIR1 SYM81L) ~ 10 • • OWNERS ATTWOOD, LARRY E / / • O ~ ~ PARCEL #~ 21724210702 i ~3p3~p_ ~ _ _ • •/ M 10'x12' DiRPSTER PAD cC a~ Off" ~ ~ O G4 laoo auaanv~ / / / taco aulLnn+c ~ ~ ~ ~' Q VHEEL STOPS R / • SETBAQC + V ~ % ~g~ / • <TYPJ Sy_2 // ~ / . C ] O / ' / • / / ~" x ASSUMED PROPERTY ~ i / / / •• LINE CTYP) / / / •/ ~ • CALL 48 HOURS Q • / / ~ ~~ / r BEFORE YOU DIG ~ ~ / / ~ / ~o~ ~ M~~DT / . / / DATU IN YE11A, ON TEEM AVE SE k 93RD AVE / • OWNERi SCHOOL DISTRICT SE R/W MON POINT FALLS 11' SOUTH @ 1-800-424-5555 ,,,ff(~~~ 1~ j • / ~ PARCEL #~ 2172421OS00 2' WEST OF CQITER OF INTERSECTION / / NGVD 29 ELEV .34290 APPROVED FOR CONSTRUCTION ~ C / j / / /•• / NDT A BOON-ARY SURVEY FOR CONSTRUCTION USE DNLY ~'~ DATE: Development Review Engineer m~~, ~ /: • MusT-OUnLt° o zoro-tnn =zo ~~ SHEET ID CODE /'• Io ao APPROVAL PV 1 of 2 ~' EXPIRES: SHEET No {/ 7 of 13 SEC:24 TWN5HP:17N RNGE:lE W.M. URBAN ARTERIAL R/W ~ R/W 17 T' 10' #~# C C 8' 6' S' 11' 0'I 8' 11' S' 6' Q' Y C 4 7 Fa ~ rLm ~ ~ ~ ~ m ~ ~ 4 ~ Ji ~ ` ~ A1K Tp m ~ ~I ~ 9 ml I , I , NTS GENERAL NOTES i NO 'ON STREEY PARKING PERMITTED 2 REFFR TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE, ECT e ,/r a, T „ ~,,, ~n'^ PV-2 ,/rn ,^ b C'~ • 4 \ : s b ~ ~ .ti ~ a a~ II ~ f ,~ ~urxr mxrnc v, rt3eET1r caxrnrR axmv nme ,F nuttam n~ae •xo anm ~~m ~T .4 s{. , ~ r , rF31Ew ,ti~m wv, n, Im uro s Trtx qTr of YELM DEPT OF PUBLIC V/ORKS C ~ EMENT CONCRETE xaa„°„,um'a roec~Pa~r,mcm w, °""""""~,~° CURBS ~~ a owaso, am m s n{cn a is °xrtla Halt •wea o.mm wrz 4-13 .EG s-e %-~ s-c 3 IS { APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES: _ 0 Z U' Z Q E ¢ O u ~ w a O u ~ o Z - w ,- 3 3 w w w H w w a ¢ a f'il'l ~ "q ~~ ~ ~ ~ o O U.... ~i ~ v 00 ,., '°3 n ~~ O V 'c a O y N ~ N C) ~ ~ ~ > ~"' v o p. Q O /o x H ~>A. SHEET ID CODE PV2ot2 SHEET No Sof13 `'' IONSITE AC PAVEMENT SECTION SCALE N T 5 020'AC PAVEMENT, CL A PG-64 `~ .~ .,• 020' CRUSHED SURFAgNG, TC 0 7' BALLAST ^ ^ ^ ^ ^ SHIBOL SPECS. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 e HANDICAPPED PARKING PV-2 K T s sa• I m'o' L 1 SEC:24 TWNSHP:I7N RNGE:lE W.M. ^WNERI CANDI()TTA, JOSEPH & ~TRICIA ~ ~ ~ E C & FRANKIE A • PARCEL #~ 21713340403 ` OWNERI KITCHEN, JAMES A = ~ ~ ~ m ~, SITE PLAN PARCEL # 21713340405 ~ 1 PARCEL #I 2172421010 4 < z z° ~ ~ ~ .msm~imigy~•r:.r mvrir ir.rr.r \ / T+rr.~ : f~ m .~.. ~.. ~. m ~ \ ~ / ` ~ ~ ~ ` I 1 27,00' z ~ LL m \ ~ ~ ~~~~ \ ` \ WW I- _ _ ._ _ _ _-__ _- _ ____ _ _ _ __ _ __ ________-_ ____- ____ --___-___________ ______ ____________-_______ o ~ o ~ i °w o w - ----------------------------------------------------f-=--------- 3~a:__===H .~_ _______________ _________-:_______--___- ===T3fb$---------------------------------- ------- -Y~O~ __M ....................... =acaa...__..g_____-______________-________________ _______-______-___________-______________-___________-__________ ----- a 1 ---------- 15+00 rn+ccr Ta o 16+00 17+00 1 w a a = _ o a ~ H o 3 < o w u G o a _OO:STING DI~I ~ L -~_-______~~~------ .. o -x - - == =~--- --- ==1------- = =r =----- = _ -- ---- - _ -I - --- ---- ----------- - ~ ----------- I I I ---------------------------------- 343.30 -----------------------------------------------------------------------_------------------------------- ------- - - -------3-µ--,~--p------------- _ \ --------- -------------- --- -- - ~ EXISITNG R/W ----- m mT Z ~ ____ _____ _ -____________ . ~ __ _ ____ _-__-__ _-__-__ Z _ ___ _ PVC ST6RlLVATER ® - - •- ~` 12' OWL ~ \ ~ 343 40 \ - - -1 _ ___ ~- -. ~- - 1 - - / ® I ~ ~' / ~ ~ : I ~ DEgCATID R/W ~ ~ w w < G . SLDPEm.005 PT./F7. END \ _ / 34500 1 ~ / I / O o A P ~H ~ ~ I / ~ ~ ----------- / ~ XISTING T TO R N REES > ¢ > ¢ w `o 12•x24• ESPRE I \ STAND ( EMAI ~ 5 / ~ \ ~ 8' LAND CpRy1G 343b0 / 4 4500 EXISTING ' 1 / / EXISTING DRIVEWAYS TO BE REMOVED - -`•+ • STR~ VITA r yy)~ ~ 4.00 GRASSED LDED SVAgE 25 STRUCTURE / ~~ ~ / FFE=34520 ~ ~ _ ~ ~ ~ ~ ~ / ~ / . I ~ ~ o \ / / ' . I / / O V. ~ ~ ASSUMED PROPERTY \ ~ 344,60 LINE (TYP) ~ ~ I ~ 1 1 / ~ ~ W y / /~ O O~ o~ /~ ~ _ 0~ 344 ~ 44 30 rol ) I ° EXISTING TREES ^ ~ I t °3 ~ ~ ~ . ~ . & / TO REMAIN aJ ~ 343. ~ I ` - ~- 3sD ~ ,: , ~/ ~~ RDDE~DR~VELL r~ I I Iz~ I / /1' ,/ II11 ry-• E,AASS LSD aa.i ~, ,.- BZff1LTER srRw / ~ x,94 ,AfEL S,DPS ~ ri-a Gr`'P' 343rD CALL 48 HOURS BEFORE YOU DIG , o ~ o- _ PROD 34LOO / o I OVNERI ATTVOOD, LARRY E x3A`j B.4 ~ PARCEL 0, 21724210702 ~ / '~ 1 -800-424-5555 ~ ~ ya? ~ Y ~ ~ ~ O 0 IOAO BUDDING ~~ ~~ (TYPJ WSDOT MONUMENT FNO CASE MON/WST10T ~ („~ ,~~ ~. a+ ~ ~ mo ~ SW-2 ~~ IN YEW, ON YEW AVE SE @ 93RD AVE DATU ' I " ;..-' ~ O O / ~ R/W MON POINT FALLS 11 SIX1TH k ~ ~ ~(/ ~ ~ TOTAL DPERVD7US SUREACEm7,363 SgFT. NEST OF CENTER OF INTERACTION 2 NCVD 2s ELEV m342 90 ^ ~ I/j 10D0 BUDDING ~ ' ~ • ~~ NDT A BOUN-ARY SURVEY ~ O x ~ // ~~ / m /// FOR WNSTRULTIDN USE ONLY ' Q / / ~ j NUSTt UAL I V ~~U TU~ -20~ • % / / ~/ / 10 10 / / / / •• ~ % ~ / //~ / APPROVED FOR CONSTRUCTION ~ ' ~ / ' /• / BY: DATE: m,~,„ ~ .• Development Review Engineer % / SHEET ID CODE ~ /~ APPROVAL Sw t of z EXPIRES: sHEET rvo 9of13 SEC:24 TWNSHP:I7N RNGE:IE W.M. 1 ALL NORIOLW9WP AND MATERIALS SHALL BE W AODORDANGE w1H aTY/CgMTY STANDARDS AND l1E HOST CWiRfNT COPY OF liE STATE of wASaNCroN STANDARD SPEaFTCAnaNS FOR ROAD, BPoDLE AND MUiCIPAL oaLSrRUCTTOFI (Ilsoor/,wwAx 2 TEMPORARY Qt0y0N/WAIER POLWiION IEASIIRES SHALL BE RE'OUWED W ACCORDANCE wiN SECTKIN 1-OTJS OF n$ STANDARD SPECIFNA710N5 AND 1ME ORAWA4Y: DE9LW AND fR090N CONTRA. MANUAL (bRAWACE YANUAL7. 1 PROPpIEM SHALL COMPLY w1H ALL OVER PERIBTS AND OVER REWIRfM~LiS OF THE fTONIt10110 AUiNpBTY W AGENCY. A A PaECaNSTRUCnaF MEETWO SHALL BE FIEiD wnF TTE alY OF YELY PRIOR ro 1HE START of CONSTIB/CTION DR STAgNO OF 7FE 517E S STORY DRAW PIPE SHALL BE AS SPECIFED N iFE ORAWACE MANUAL fl SPEaAf. STRUCA.9ES al./IK47FR SEPARATORS AND WTLET CQYTRa.S SHALL ~ WSTALLm PER PLANS AND MANUFACTURES RECOYIIf1mA7WNS 7. PRONDE TRAFFIC oavTRa. PLAN(S) As REgARED W AODpmANfE wTH MuTTn 8 GLL UNOFRrRaWp LOCALE LINE 1-800-~1h5353 YWDNM ~B HOURS PPoat ro ARr EXGVATRWs 0. AIL SURYEYMO AND STAIOJC 9UILL BE PERFORLIm BY AN EN(iNEEiBNG OR SIRTYENNG fWll CAPABLE OF PERFpL8N0 SUaI MOIBL iFE flJGPIFER OR SLRI£WlT O'AECIWD SIaF 110ILK SHALL BE l1COlSED BY THE STATE OF ICI.4YlCT011. f0. THE IBFDIRIM STAKWC OF STaMI SEVER SYSTEMS SHALL BE AS FALLONS A SlAIE I.OCAIION Df ALL GTaI BASNS/MAI61a.ES AND OnEN FOYTUIES FOR GITADE AND AlRW11E11T. 6 5lAILE fWWItD !FADE OF ALL SIDRMwA1ER FEATLRES WL1110R16 BUT NOT lAY1ED ro GTGI BASIN/YAMNOLES RM ELEYAiIONS ONFFLOIY S1RI/CTURES 11E1RS AND 7110L~ PPES iNAT DAYIASNT. 11. PIPE YATEPoALS USED FOR Si0R11lYAlER CaiNYANCE 91A11. BE AS APPRON~ BY nE JI~YC7Iai PIPE 92E SLOPE COYE7L E1C SHALL BE AS SPECM1TED W ilE DRAINAGE MANUAL 12 ALL ORIYEwAY aA.YERTS 91A11. BE OF SUfF7C@NT LETMiN ro PRONDE A LaNDRw OF .A SLOPE wTN 1 FOOT WT9DE TFE EDGE OF nE MBNiwAY ro THE eoTlDeT OF 711E p1a1 DR YATCFI nE 510E SLOPE. CLANFTS SHALL NAPE BEVELm END SECT101f5 ro W7W ilE CULNFTS SIDE SLOPE fA TFE STORM ORAWAGE SYSid SHALL BE OpLSTRUCTED AOCORORlG ro APPROVED P'LWS ON FDE wTH THE /IlRlmICTfON. ANY MATERIAL DENAiTDN FRpI THE APPR0IED PLANS uB.L REpARE wBTTEFI APPROVAL FROM 1HE JI1~ICTION. f1. A COPY OF 711E APPRDVitD SIORAI IYATER PLANS MUST BE pi ilE JOB SITE wmFEMBr Cd6TRUCTidF 6 W PROGRESS iS ALL DISl11R8ED AREAS SHALL BE SEEDm ALA) IA1LCilLD OR SDMAPo.Y SrABD12ED ro TTE SATISFACIPoN OF TFE .AIRISDICi1Cw FOR gTES w1ERE GRASS NAS BEEN PLANTED iWTWa1 NYDROSEID:NC~ THE PERFLLBIANLY Bam wLL NOT fE RELEASED UNTIL THE GT7A55 NAS BELTI n10RWa9.Y ESTABLLSNED. UNLESS 07NERw5E APPRONID BY ilE JIIPoSOLC710N. ifl ALL BUPDWG DOMNSPOU75 0.N QOLRERCIAL 97ES SNAIL BE CONAIECIm ro TFE 510RY DRAINAGE SYSTEM. UNLESS OiNERNISE APPROND BY THE JUPoSDICnON. fT. ALL EROIVON CONTROL. AND sTDRMwATVr FACl1nE5 SHALL BE REa1LARL.Y WSPECIED AND YAWTAWfD BY iNE CONTRACTOR DURWC 1FE COFISTRUCi1pN PHASE OF iNE DEVELOPMENT PRQECi: ifl THE CLWTRACIOR SHALL BE Fa7 PRONDWG ADEWATE SAFEWAROS SAFETY DENLES PROTECnYE E'W'OIIPMENNT, Fl.AG'CfRS AND ANY OTHER N®ED ACTIONS ro PROTECT THE LaE NEAI.M AND SAFETY OF iNE PLATUC, Alm ro PROTECT PROPERTY W COTRE'Cna! wTN iNE PE18'ORIIANCE GF FORK COVfltkD BY 7NE CQVTRACT. ANY IIOIBi wiFON 1NE 7RAVEiED RlCHT-OF-IMAM THAT YAY INTERRI/PT NORMAL. TRAFFIC FLOW SNAIL REOIIIRE AT LEAST O1FE FLAGCFR FOR E'Apl LANE OF nRAFFIC AFFECTE0. ALL SECTIONS a< THE CURRETIT MLSD.0.T STANDARD SPELSTCATKWS FOR TRAFFIC CDNTRa. SHALL APPLY. 10. R SHALL BE 1NE Sa.E ~pJSfB4.ITY OF 111E OOVTRACRR ro OBTAW STREET USE AND 07FIER ILELATED OR FEOIRRED PERA8IS PRIOR ro ANY OpLS1RI1CIlON ACRNTY W THE ICTroNS RKili-CF-WAY. Ir 9FALL ALS9 BE i1LE RESACIi~1TY CF iFIE CONTRACTOR ro OBTADI ALL REWIRED pERI/TS PRIOR ro ANr oa+sTRUCna+ Tot NO FWAL CUT GR Fn/. SLOPE SHALL EXLEID iwD (Z) FIa8Z011rAL ro GNE (f) VERTICAL wTHWr stABALT@I(' BY ROOa<RY LXt Br A SInUCnRAL RETAWWG Ru1t. 21. 1NE PROECT f7!(MEf7t SHALL FEMFY 71E LOGTIaLS wDTHS NNa0E5; Alm FIEVATK)S OF ALL f7115TWC PAN]ENTS AND WCLUDWG U1W745 AND O7NFR FRpfIACE OF ALL ETDSIWO PAYEEIL7/TS AND STRUCTURES BIp.INWO UTRITffS M0 OIHFR FRONTACEOIPTMN9IENTS 1H~AT ARE 7D WTETfFACE wnl NETY 1FO18L PROHDE ALL TROOIDFO CLlT1814 WPROVflIf]LTS~ TIUT ARE ro WiERFACE wnF HEM' NCrtLF PRONDE ALL TIt11O/NC` WTiWR sAw WTINC~ IETEEINL SLOPON; C6ITDFQ AND OTI®t MGRIG WCIUDWG YATEIBAI.S ASNECEAARY ro GI15E 1FE WiFRFAfE wTN EIGSTWG MOTBLS ro BE PRGPETt wTNd/T CONFiJCi ACCEPTABLE ro THE DIaNEVT Alm iFE ,A~SDLCTIGW, CaiFIFTE W PLACE AND READY ro LASE. YL COIPACIIa/ OF ALL fILL AREAS SHALL ~ PER CIX7RENT APR'A SPE(FTCA710NS Ftll SHALLfE FRONDED W B' MA)OLIIW LFIS Alm SHALL BE COYPACim ro LIS PETICENr OT ITS YAIfOR/M RF3Ai1VE DFJVSTr. 2L CaIiRACTUR SNAIL PRON0.E DO1R97Y TEST RESUTS ro TIE L7lp1YEER FDR APPROVAL CROSS SECTION A-A N.T,S ELE $ rGRASS LINED SWALE -~ ~ ~~~ L I00 I ~I-J ~ ~-. i j'Iili'I II-~I~ (7w) TOPSOIL SEE T ~ ~~'i f~V VARIES- I NOTE ABOVE ~200~ CROSS SECTION B-B NTC APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES: ~i Z ~ z o _~ ~ o G 3 v ~ w a a o a ~ w w w w w w o ~ ~ . ~ ~ }--I ~ ^ W M 0 O U. ,-. a ~~-i bQ v 00~ M `°3 ~~ m c ~ o v a. ~ o U ~ °~ ` a i w U o ~ a i ~ 3 ;~ o o Q C ~ U] O o x Q ~~ I SHEET ID CODEI SW2of2 SHEET No 10 of 13 S ROOF DRYi1TELL S~~ N TS DESIGN STDJRM ELEV~ ~L J ROOF DRAIN BLOCK WASHED ROCK J' x J' TRENCH (MIN)A " .u SCS CLASS A OR _ B saLs R WHEEL STOP SW- SCALE N T 5 4i -2~-0' I FAL ANNULAR OPENING W/ EPOXY MIXTURE • of -I A 1/2~ BAR 18' LONG ~~ ~ 2 PER CAST UNR ~a - TOP OF SIDEWALK AG 0 ~i/2' MORTAR GROUT 5~~ 2S ~ I I -9 5= LOP OF 9DEWALK T2, '~' ~. iCP T MAx sL OPE Iv I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEC:24 TWNSHP:I7N RNGE:lE W.M. SITE PLAN ~ ~~. i ~ ` / ` l I \ \ _ _ ,_ \~ \ /~ _~ ~ `s ~J __ ______~S___________ __ ~' ----' -------- i - - - - - - - - -- - - - - - - - - - ---------- ~--------- -1------------ ----- -- DEGW PAVING AT -------"---"'-'--------------- -'-----EDGE OF ASPHALT i ~ _ \ 7 _ \ ~ ~ WSDOT MONUMENT FND CASE MON/NSDOT IN YELM, ON YEI1A AVE SE k 93RD AVE DATUM SE R/W MON POINT FALLS 11' SOUTH & 2' NEST OF CENTER OF IN7ERSECTON LANDSCAPE AI NGVD 29 ELEV X342 90 NOT A BD N9ARY c RV Y g LAIIDSCAPE a exrd '•" FOR CANSTRUCTION USE DNLY ~~ 17 nwsr tQUn~rv 20 34~ rp~~~o~ V ~ ~ 1o ao 12'x Ens~b \ / \ ~ ~ ~_ Rid ~~- - L 34340 I 4• R2' I j ~~ lo• / Rls~ 344b0 ~' - 4 ~' ,344 34340 l.A1mSCAPE AREA _ q i / 4 OVNER~ ATTWOOD, LARRY E / I PARCEL k~ 21724230702 i ~ 00- . _ ' ~3A3 10' / pllf~STER PAD 7 i ~ ~ j / ~ / ,'~ ~~~ • ~ // ~~~ ~~ ,~~ ~ ~ , ~,. f ~ ~ // ~ ~o ~~ . i / ,. / / ~ ~ i %~ ~ ~ ~ / ~~ / / ~.• ~~~ ..• 0 m z ~ o ~ a s 0 _~ w w > > w w aQ ~y ~ "q . N ~ ~ o O U. ~ ~ 00 ~°3 ~., v c ~ O U a a' O y U N ~ 1': ~ O q U ~ ~ a U1 ~ L y O /VF, Q x ~~ SHEET ID CODE GRtof1 SHEET No 11 of 13 - -15+00-- - - '0 16+00 --~~_ -------- BE'Vr~94Iib8 - ~- - ~ - - ~ SIGN ®V S ALK L ` ~ /i34500 ~ ~ / ~ I I \/ ~ I I ~ I __ ___ ~ / I 1 _-_ ~' ~ AREA ~ ~ ~4500~ ~' ~ ~ _ / ~~ I I ~ ~s44.7o / ~ w ~ / / : / ~s442o ~ / ~ 1 •~ 17+ - - - - - -~ ~ r ~- // DEDICATED rwJ ~~ EIXISTING R/W EXISTING TREES TO REMAIN CUT/FILL QUANTITIES CUT 73.35 FILL 13016 NET/FILL 56 81 _~, ~344.1o I I I /~ ~/ i ~ ~t~~. / ~ y / EXISTING CONTOURS 00 _ i •' GRADING CONTOURS R2' 1 I ~ ~~ ~~IO p~ ~,g0 / /t CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES: _ OWNERS KITCHEN, JAMES A SEC:24 TWNSHP:I7N RNGE:lE W.M. OWNERi CANDIOTTA, JOSEPH & I~ATRICIA PARCEL #~ 21724210104 z a o a PARCEL #~ 21713340403 ` m m OWNERS DAVIS JR, YUNG C ~ FRANKIE ' SITE PLAN ` e PARCEL #~ 21713340405 : ~ ¢ a = m ~ i `m .~.. ~.. ~..~.. rr~w ~rfr~r~~ir irrirr ~~ ~: a.. ~..~i1T~ ~ •~~~~~~ ~. ~.. ~.. ~.. ~.. ~.. ~..~..~..~..~.. ~. O a E \ I ~ L ~ \ \ ~ I \ ~ ~ u ~ m w __ _ _ _ _ _ __ \ \ _ _ __ _ _ _ - T'~-~ ` ~ ° _ __~.__..M...w..--- y ..-___~_::__ -________-_____ ______________ __________-___________ - i - ---------------------------------- ----------------------------- + I__ :------- - + 0 16 00 17+00 a ~ U - - w o =~ === - ~~~1 =-=1= =----~ ===L=== _ ~ L - - ----- ----- - ----- ----- -~---- _!--- -~---- -~- - - - - - - - - -------------------------- \ ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - --------------------------- ---------------------- EXISTING R/W ----------- ~ I ` ~ / CONSTRUCTIDN Y / ~ ~ ~ L - ~ ~i345,00 i /\ / / / // ~ I E~ISTItVG I : ENTERANCE ER-2 / DEDICATED R/W o LL z w ~ w w y / i DRIVL~/VAY 1 / ~ > > WSDOT MONUMENT ~ / j ~ -----------' / ~ EXISTING TREES ~ ~ DATU FND CASE NON/N5D0T IN YELM, ON YELM A4E SE k 93RD AVE I - - - I / / T^ REMAIN ~ R/W MON POINT FALLS 11' SOUTH k \ I / ~ ~ / i 2' 1Y7:5T OF CENTER OF INTERSECnON \ I I EXISTING x34500 ~~y ~i-~ I~ NGVD 29 ELEVe34290 \ / ~ STRUCTURE 25' 1 1 / ~/ NDT A ROUN-ARY SURVEY ~ / FFE=345,20 1 / • \ / I ~ / / ~"-' v] y.-+ ~ _ FDR CONSTRUCTION USE ONLY / / / _ _ _ I I / : / / / / ' \ / S A' ~ ~ ~ o Q V ~ m ~ I -'O TO Rh A 0 / T I ~~ \ / X ROSION CONTRaL FENCING / / ~ / ; ~ / ER-2 ALONG PROPERTY LINE CTYPJ w y / a • ~ ~"., tDq ~ O ~-+ „ / l au ~ ~ .' O ~ ~, ~, 3 I /r\~/ I®f~ ~ 0- - -'- - - - ~ i v ° " /t~ ASSUMED PROPERTY / ( ,344 0 ~ i I ` ~~ w .c0a / . LINE <TYPJ ~ / \ ~ ~/ / /~/ / / / ~~ / UWNER~ / ~ ATTWOOD, LARRY E / / / / •~ , ° ~ U PARCEL #~ 21724210702 / / 3a~- - . - - - / ~ O ~ ''~-' . / / O U / / /) / /• ~ ~ ~ a ~ Y / O / / ~ U o ~ ~ N //i / ~ / ~•' ~ / / / ~v CALL 48 HOURS BEFORE YOU DIG ~ / / ~~/ / / / 1-800-424-5555 / ~~ / / / / APPROVED FOR CONSTRUCTION ~ / / •' BY: DATE: / / ~~,,~ ~ Developm ent Review Engineer SHEET ID CODE /~ APPROVAL ER 1 of 2 j ~ EXPIRES: SHEET No 6~ 12 of 13 SEC:24 TWNSHP:I7N RNGE:IE W.M. X EROSION CONTROL FENCE ER-2 scaLE N rs FlLTER FABRIC MATERIAL 60' HIDE Rg15- -2'x2'x14 GA N1RE USE STAPLES OR HIRE RINGS TO ATTACH FABRIC OR EWIVALENT FABRIC ro N1RE 2'x2'x14 GA MIRE FABRIC OR EOUIV 2'D' PROVIDE 3/4' TD WASHED ROCK DR I BACKFILL DN HDTH BURY BOTTOM OF FlLTER MATERIAL DF FILTER FABRIC 2 6' I I IN 18'x12' TRENCH 2'x4' WOOD POST 6'MAX ALT STEEL FENCE PO5T5 2'x4' WOOD POSTH. STANDARD OF BETTER 6' ~~ Iz• s o• E~ 6' MIN 4' TO 6' QUARRY t. FRIER FABRIC 511ALL BE PURCHASED N CONi9AlOU5 RCEL CUT ro THE LENGTH DF THE BARR9R ro AYO1D IRE OF ,IOMIS ' MHEN ~AOBIIS ARE NECESSARY, FLIER CLOTH 9ULL BE SFI.ICE7) i0OE11FT1 aLY Ai A SUPPpRT POST, MITH A AIR91N1E1 8' OME%AP, AND SECURELY FASIENm AT BOTH ENDS ro Pasr. 2 POSTS SHALL BE SPACED A YAIYRW ~ B• APART AND ORIYEII SELIAIELY INTO INE OROUND (INwRBI OF Jo'} S A iREN(Tt SHALL BE EICCAVAIED APPROJOYAmY 8' MtOE AND lY DEEP ALONO of 191E tx POSTS AND IA°-SiDPE FROM 7fE BARKER. l MNEN STANDARD SiRE/107F1 FlL1ER FABRIC 6 USED, A IMRE MESH SUPPaIT FENCE 51/ALL BE FASTENED SECUREi.Y ro iME UP-SLOPE ~E 6~ 7HE PASTS I15RIO HEAW-WTY MWE STARES Ar lFiLSr t' LON4 I~ NBiES OR HOD R9NiS 7HE MIRE SHALL EX1EFw 11170 THE iRD1C11 A If7/1/W OF 4' AND SHALL NOT EXIENO YORE THAN J8' ABOVE 1HE ORN7NAL LRWND SURFACE. 8 1NE STANDARD STRENGTH FLIER FABRR: 51fALL BE STARID OR MIRED ro THE FET1L$ AND ZO ' ~ THE EARWIG SHALL BE EITIOIDED 6170 TIE 1RENC11. iHf FABRIC SIMAL NOT EXIEFD YORE THAN 38' ABOVE 7HE ORwNAL CRp9w SIATFACE FM.1FR FABRIC SHALL N07 BE STAPLED ro E)E5101C IREE's & MNEN EXTRA-SIREIwiH FLIER FABRIC AND CLOSER POST SPACOIC 6 USER THE IIBIE YESN SUPPORT FENCE YAY BE ELNMATED. 11 SUCH A CASE INE FLIER FABRX: 6 5TARED OR AIRED DOMTCILY ro 1FeE POSTS MITH ALL OnffR PRENSIWS OF ABOVE NOTES APR.MWG 7. EATER FABRIC FENCE SIW1 NOT BE REYDYED BEFO1rF 7}E 4P-SLOPE MEAS GAS BEDI PElr•IANFNILY STA~.IgD 8 FM.TER FABRIC FENCES SHALL ~ d15PECIED uerEDIAmY AFTER EACH RADFALL AND AT LEAST pALY DlurnlD PROLdMm RADFALL ANY REOUIrED RFPAYLS S)Ull BE YADE w11EaAmY. 1. SEpYE11i PONDS SHALL BE CLEANED OF ALL DEBRIS BEFORE CONSI7AICTMFI aF 711E RETENnoH BASPIS 2 CpLSTRI/Ci SE7AYE11T PONDS AS RECIRRED. 1 ilff RErENnav BASINS 91u1 BE USED AS 77rF SEDLIQIT POND. EXCAVATE SEDIYEIIT Paw ro A DEPn1 cF f' ABOVE THE iWAL EIEVATIaI OF lFff REIENIXXI BASIN. COYPLEIE THE E7TCAVA710N OF THE RETENTION BAS9l AFTER ALL O1HER POR7101R OF THE PRQECT HAVE BET?I COYRETED. CALL 48 HOURS BEFORE ~lOU DIG 1-800-424-5555 APPROVED FOR BY: Development APPROVAL EXPIRES:_ ~~ ~ AS REOUIREO O O o(~ ~~ O ~ o a s o z - 3 w > w ¢ O m ~_ ~ ¢ w 3 w > w ¢ ~ w w a ~ w ~ < - _ E o ~ ~ o ~COeOo ~O ~ y ~ ~ .o .p ~.~ . , y y_y Oo . Oo O.O ~ -. 0 O o O.p '~ ~~ M O U. i oOo • • r 5' ~ , .. x , n e~~-1 ~ 1 ~++/ OOH `° \ r~ 3 PROVDE FULL WIDTH OF °~ > INGRESS/EGRESS AREA o v 0. J O y U o ~ `° W ~" p ~ O ~ U ~ ~ ~ i O ~ Q U N G % O W O ~ O Q o~ w.~. SHEET ID CODE ER2of2 SHEET No 13 of 13 ~ U ~LLm Y CONSTRUCTION ENTRANCE ~ w ° s ER-2 ROCK PAD DETAIL - ° w Z O U_ 3 U NTS LL n - b ¢ O ° U E705TING~ 12' CONC CULVERT (MIN) VMERE DRAINAGE DITCH R~26, MIN E%ISTS 0 .-.. 0° CONSTRUCTION DATE: Review Engineer ~ ~~* •+~ `f y - .. c EC:24 TWNSHP:I7N RNGE lE W.M. E .~+ VICINTIy ~P NORTH CONTACT INFORMATION °~t f v T" );uarBrv]oMds Olympia uisqua~ly e • 10~ Lacey ' C~Lt'II`jWBUItEa r" E, _ ~ -6CanaV7olni, Tuntrvater 103 V ~ Clal PY11WDnd ~ 0 0 ~( 3elmore9 101 ~ eHUckLrty4 ~elphl EastOtyntpla ~,_~ rl t 99 'r ~ ~FlrTree ~',' ) "I ~ - _YYltt - i i s; t 1 OWNER Mike Brewer PHONE 1 (360) 507-1000 ADDRESS 14845 SE YELM HWY YELM, WA 98597 SITE INFORMATION r // ,/' ^ ' PROJECT LOCATION YELM, WA 98597 Received MAR 0 2 2006 RECEIVED MAR 0 21006 SIGN • • / ~ - Dominl ff - H C ee Co riz n 1Vl c s o 0 0 orb a e _ gg 14845 SE Yelm Hwy. Yelm, WA 98597 PROJECT LOCATION NORTH ;,.._ _ - P E I .g ~ - .~ _ m - ~ aP. WALioN LN SE ~iN A_VE SE -~ ~ ' BBiN AVE SE j m ' ~ 1 "` ' w ~ '" ~cw`wao env oynvy.,a `~- . PA, 510 k wl wsw DR xw °' ~~,b.. . B, ^warCsTU _' 83RD AVE SEI m\ ? w u ~Q ~RY~ 1 1 n °al , MDUniAix AlRE Cixw ' o ~ -- ~ ~~ ~> n ~ usrHersF I 0.0 ~ ICI A j 'n 10 ~' ' ~ m < e ~ m o- ~ ~~ m I ~ DURANi Si SE SITE LOCATION 14845 SE YELM YELM, WA 98597 a ~' ' ~ r a w ~~ bo H / c 0 ~ IDDiN GL YeyH ~ - Woi Jv°~/~yfb ~e ~, H W_PT 9E ~ ~°" ' > al ~ NE 103RD 4 °~ _ U /~ ~ __ ~ ~ < > ~~ G ~ ~ x~ NF. ~ ~ P'. ENGINEER BILL TURNER COMPANY C&C ENGINEERING PHONE 1 (360) 438-0301 ADDRESS 4405 7TH AVE SE SUITE 300 LACEY, WA 98503 Zoning Commercial Parcel Number 21724210701 Existing Bulldmg To Remain Coffee Bulldmg 288 Sq Ft Developed Slte Area 1 OS Acres Proposed Porking 6 STALLS WSDGT MONUMENT FND CASE MUN/WS-GT IN YELM UN YELM AVE SE A 93RD AVE SE R/W MUN POINT FALLS 11' SUUTH 4 p~IIgM 2' WEST OF CENTER OF INTERSECTIUN NGVD 29 ELEV-34290 NpT A BOUNDARY SURVEY FDR CONSTRUCTION USE ONLY ' 'LEGEND EXISTING FEATURES LINE TYPES SYMBOLS - ~` - - BrveE LrW - - - Porkiq Slnprrg - - - Sdewlke tf PIRE HYDRANT ~ T TELEPHDNE PEDES iAL - Buidrg ikar Pnnt - - - Povemenl DYmmfm Slorm.ota Rpug Bumper 61ake -~- [mterMU Rax Rood PM1One - O.MUOd PM1wu-BUrud PM ~ ~ ~ SIO~mWOler inafinenl Arm St O WATER MANHOLE []~ .UNCTION BOX n ream w ~ ~~ - - CentMx Rmd Gy County $lok BourAry PoWw - Bunts Pom - Qertuad Tree Lwr free Pmtmfan DQ WATER VALVE ® TRAFFIC SIGNAL POLE - - [mtoun Yap. PmNZI BouMry Woler larc DY (SieJ) Contwne Yvm WW l Properly Bmmq Lnea P l I y e e e.- WetbM Buller W fbM O SANITARY SEWER MANHCiE (mss RlAFFlC SIGNAL PEDESTRIAN HEAD er a - ~ Gab aM Wfln rope y me lan Lne e Z r~ Gld hamoge Basin -o- Pr 5<clron f -RmMg (] CATCH BASIN u MAILBOX Eoxmenl La~ee Edge d Carcrefe Sbb - - aem~m~ waa - RW Gty County Rootl -3 PaE ANCHOR - - -Edge el hovel - - - RW Ifgboy A20 SPOT ELEVATIDNS Edge d Pazerm.f - -Set Bock BwNUg _o- URUtt POLE -Edge or SM[wlk -Set Bar Frvm ee~ eWA~Ervaron Confrd Emce Sef Boc4 Wel Wm 3~ TREE (Coolie.) - - %- fence $em Liu -Gamy ~ GUY POLE Eger Dpla xWer Lae - Prezevn P ~ ~ IOWO -0P POWER POLE ~ 5`/~ TREE (Oenduous) - {- - ORUIe aM Slalanmg LEGEND PROPOSED FEATURES LINE TYPES SYMBOLS Bruzh Lmu Porking Sinpn9 $M<ealks Y FIRE HYDRANT +l20 SPOT ELEVARQNS -~~ Cenledine RM Rood Phon -B d Pl mrmml<r rm men m TREE (comfeQ - Cenf<rlm< Rwd e wu wne Poxer - Buned SV<am free Lrc • SANITARY SEWER MANHOLE [ontoun Ibpr Poxer - Uerheud free %ole[Ian Cwtoun Wmr Pmlecl Boundry Wafer Lne DV ($rre)) ~ CATCH ~ TREE (OeaduousJ ~-~ CuNerle PrepeAy Bmnrg lines -e e e e.- Wefbntl Buller BASIN Cut an0 Gutter PropeM Lne We1bMz GICA PropeM Ouarlm Smhon Lne ~ WATER METER waeage Bazm Property Seclun Lne Q~ Easement Lras ~ -RORng V POST INOICATIXt VALK Edge of Concrete SIDE Reta~mrg WoA - - - Eege of GrwN - - -RW Gly County Rood Y FIFE DEPARTMENE CONNECT Edge ai Pwemmt - - - RW MBhray Eege a weaoW - -set Beck BwMmg ~J oouBLE CHECK vaL yE Crown Cmlral fence - Sef Bock Rner fence Sel Brck Wef LaM fiber Bp Le Se.m Lne - Gorfy ~ STREET LILHT ASSEMBLY Gm $e.m Lae - P.e„are IwOo I an:et: om smnnmry Utilities Sewer Public Sewer System Water City Water Electricity Puget Sound Energy Communications Ycom APPROVED FOR CONSTRUCTION BY: DATE. Development Review Engineer APPROVAL EXPIRES: INDEX PAGE 1 COVER PAGE PAGE 2 GENERAL SITE PLAN PAGE 3 UTILITY SITE PLAN PAGE 4 UTILITY DETAILS PAGE 5 UTILITY DETAILS PAGE 6 UTILITY DETAILS PAGE 7 PAVING SITE PLAN PAGE 8 PAVING DETAILS PAGE 9 STORM WATER SITE PLAN PAGE 10 STORM WATER DETAILS PAGE 11 GRADING SITE PLAN PAGE 13 EROSION CONTROL DETAILS 3 - 3 - oCp 4~ f~v t ~ ~J SEC: 24 TWNSHP • 17PN TRANTG~ E: l E W.M. ~• SITE 1 1J[y~ DWNER DAMS JR, YUNG C 4 FRANKIE ` PARCEL #A 2II~133404p0SEPH 6 PATR[CIAI _I I~- ^ I ,_'I % _Ir,_ OWNER KITCHEN, JAMES A PARCEL # 21713390405 • PARCEL # 2V24210104 1___--<-_ S--S _ _~ • • i j ~.z~.e T!~'~~ ~o ~vR w~_ T~>•F~~~NPae ~ ` rss~cs 4' ~s.e-. .>~wGTVT.. -iti~i~~.-~'~ ~~rf~i.-~i~~...i~.~. ~.e~~i~.r.'~ii>i.. ~ __ _ ___ I ~ r• •`~ L ~ ` ~ ... . - 'I ~ ~ ~ ' PROPOSED ~ S' ATKC I eNC~ YT I ______________ _______________ ______.______________________._____________________ -_-_ _1_ - -J - ~~ __ _ _ - i'_' ~ I - " . Z \ Pananc \ \ I I \ \~~ 7 '^ ____________________L____~___ ~\\\ \® PROPOSED / 12'x24' ESPRESSO / STAND I D' I.ANDSCAPE AREA I ~ / VITM 2' SWALE FOR STORMM`(ATER TREATMENTI WSDOT MONUMENT LANDSCAPE AREA // / ~~ FND CASE MON/WSDOT OATU 'IN YELM ON YELM AVE SE k 93RD AVE \ SE R/W MON POINT FALLS 11 SOUTH & 2 WEST OF CENTER OF INTERSECTION \ ~ / ' NGVD 29 ELEV =342 90 ~ v NOT A BOUNDARY SURVEY FOR CONSTRUCTION USE DNLY / r ~ ~ 15+~~ _ __ F -~_--_-__- ~ _ -_Q. WATER / ~• <~~ ~ [A,S--i 16f~~ ~ 1 ~6' FH r ~--^c--~ '- ~.. - ~--~~0~- t BO i 1- _ CCTC ® I XISTIN~~~J 1 ~ / - PR~PDSED, pdr~34500 I `' ~ ~ / / I 1 ~ / I ] / I / h - 54' n- / •• / EXISTING 25, Ip.14S 00, / / / FFEU 34520 ~ '~,'///~6NNN~1 ~ /~/ /p/~ ~ y / • PROPOSED SEPTIC LINE 1 / / (7YP) `~ ' o ~ ~ 1 ~/i s _ ~-s LAN[~CAP Af2EA ~®~ ~ i 0 ,0 MUST EQUAL I" / ~ 344 OO- - - - - - ~ _ ~ \ - TO BE AT I"=20' / I / i - = ~-__- _ ~ __-_ -- - LANDSCAPE AREA -I I ~ / /~ ATTWDOD LARRY E #. 2n2a21o7o2 l00 WELL RADIUS _ / • ~ PROPOSED • / .300- ~ ' iiET{N ION BASIL ~~ / 3A ~ ,\ ID DSEBBACKING / `` ~/ ~ / '~/ ••~ • / j/ ••~ / / /~~~ --- EI(IS~NG / / ~ ~ /y/EL•t HO /SE / / •• / ~ / • / ~ / / / / / • / ~ •~ 1 • / / / / / i. `{y l 0 Ir 1/ • EXISTING TREES `Bg ~ TO REMAIN SEPT TANK -EXISTING SEPT TANK ' TO BE ABANDONED PROPOSED PARKING PROPOSED !0'x12' DUMPSTER PAD y~~m yl m I -2 5 sz CEMENT CONC BARRIER CARD AND GUTTER 00 BUILDING SETBACK -- - S f7+~~ ExlsnNC R/w T_ __w_..__~.-._~__ DEDICATED R/W PROPOSED STREET TREES EXISTING TREES TO REMAIN NTS GENERAL NOTES N~ 11 5 8 6 i = m v g - i o s - n r" '~" ° ~\ v I NO ON STREET PARKING PERMITTED 2 REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR AODIDONAL INFORMATION ON STORM DRAINAGE STREET LIGHTING PAVEMENT STRUCTURE ECT OWNER SCHOOL DISTRICT PARCEL # 2!724210500 ,' CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 Dominic's Coffee Co - Horizon Mortgage 14345 SC 1'elm Hvi Yclm Wn 935H] ]onmg Convncrtnl UM1Lties Sewer p~~bLC Srwr. S~aem rmrel Number 21]24210]01 1Va¢r Gry W uer Lrisunc Hmldmg Tn NCmam Coffee Amldiny 2R3 Sq Fr Llcmmm~ Pugcl Sound Lneryr (o~>,mavi^n""~~ Ou ui Developed Site Aree 1 OS Acres r~~poae r„x,»~ eslnl Ls URBAN ARTERIAL R/W I R/W i ~ fi B 5 11 6 i s y v m o z n m f ._ m n i~ APPROVED FOR CONSTRUCTION BY• DATE Development Rev>ew Engineer APPROVAL EXPIRES: ~I~lo vi~i5 0 m 3 m m O E a o F ~ w < ~ ~ c' o w a ~ w w > > w w `a ^y E[] ~ H--~ ~ L-I ~ rn < O~~F3 ut ~ ~ T o ~ ~ J r O U ~ N ~ ~ U Vl U Q ~ ~.. ~ ~ ~ CJ w Y U] O x Q v Cp 34 ~ v SSe 'DY 0 x. ,~.~ ~.],„a, SHEET ID CODE GE2of2 SHEET No 2of13 ,________ ___-___________________________ DRIVEY~,9Y_ _ ______ __________ -- - - X SI_DE_WA_LK ----- --- ------ _ AULTHERIA_ SHALLON ---- - __-_ - _- __--- _ - -- ° ; ~ ~ ~ ENTRANCE ~ SALA ~ ~ ~ ~ ~`~ ~ _ ` \ -r S~ ~ fti ~. ~- ~ ~ ~ ~ ~, ® ~ ® ~ ~ '~ - - -- - - - " r5 3 g ~ &` ° a~ ~ ~ o - -- ! °-- ' '~ ~ _ o ` ~,, v ~, 1, -~ ~ I~ - y ; c~-~-_I _ , - , ~ ° , ~ (, ° Y LAWN o 1-- •- - '~4 . t ~ ~/'+vV ^J'Y"~ ~tv LnLnT? Lsn:i~. r in eG .. ? -Ln tK.W.'T ~ v'Y- '~-~i%i~iJw"~n~ ti T ~ n ~~~~nY, T~.n ~i. F NC~" . ,` ~ ~ \ , it/_ ~ ~ 7 ~!'L= '' _ / '''"k-`,,~L __..,~'._ ', 1~^ ` --~ 4 ,~.~., i s .c<~A- ~..±n\~,,,,-t;. n~..~, .~s"l`., n_,..n..~»/r~~~_=\.-~l I:_.s„~.., r !-. _t _ CALLUNA VULGARI \i Iyi7`` ~lf ;'_(.,..r.\_,:53/,{x=<.o,.~._~.."~~t-;~:r i~'~~~on ~.f'..1, -w..,-~~.+ ~.,_,,;,i, {'i x+._._a,~1..6•i„_,`•n~. ~.n~ ~~ ~~ ~~~ t ~- / ~ HEATHER I " _, ^!~`,C~~ ~~A_~.,_,,« ~¢.~~' , , -y%~1~,` ~rt~~'il..~ _.y^.`~ ~_;'"~~=;., c_~~, 1.._:a,: .c.,n ,~ c_~ -,~.,,.,,~,,.,.`L, PRUNUS, CERASIFERA s~ ~ ! - !) ~ ~ f r . rf ~ vim`; ' ~.v/ ~ ` -~.-," ~ ~ ,-,r"` `,,. _~ ~n..7*,'.. =R' KRAUTER VESUVIUS PLU ' /~ ~ ~/, VIBURNUM DAVIDII I ~" ~``~ ~" l~f~l`~tr~~~`~`~ ~,r r/; ~ ~'~ W~r ~ 7~ _..'~j DAVID~S VIBURNUM h. ~ ' L_ -- I~ '~1 ,,,L " I ~, j ~ ,/-'\'7;`~t'-°^- `-~ I f J~ „~'~>~~~~,°'?; ARCTOSTAPHYLOSI U A-'URSI ~''WN y ,' `a` ~~"'S ~~ /' II 1 °!t ~ ~ ~~ ~;,~ KINNIKINNICK ~ I k --- --- ~ ~ ~~~~ ~ ,r~ I ~ ~~_ / s'~~~3 ~ a ,/ r l ~ '- F'~1-~~ ._ `~ ~N,.r_ty e,~ ..s-~ 2 U i I" ~!! ( ~af *~~~ ~I I'-----------~`:~~'t-=-t\~;% PINUS CONTORTA "'` ti's, r ~ Q c°~ ~g 1 '~ (~f / ~ ~r ~t I EUONYMUS FORTUNEI RADICANS SHORE PINE' /~~, -~ n ~l ~ ,~° J~ ~ COMMON WINTER CREEPER ~ `E[~I n/^ i y~fc,~ ~,``~r•' - p , ( ~ ~e~; 1 r .yY ,./. ( ~ 5 r~ ~~~~- 1 `/`^^.n. .l "'_~~I:J ~~t~`~~J ~j ~_!_,7 ~ 2ali"; ( f// ~~~ ~ 6a'_L ~ ~ L/~.J I ~~~ i ~ ~~"`x...v~~ ~ -r ~'a I r~l J oa'o] ~j( f /^~=~"{' % ~ STR~,:,'UtfE 4r.-~:l 'SEX PROPERTY LINE-x,11\~ .`~~~,f 1 ~1,1~~ ~1,~,!r~~~` ~~~tI1dP~~~t~~~ L----~~ ~~~_~~ ~ ~~~~-, LAWN ;,, ,' ~ /~;~~y~~~~_^~> ,l ~' ~l ~ ` ~ _ ,. t°-~'~~-~'-~ ~ ' ,'i~,~~=~' PLANT LIST - l, 1 ~ ~~ r~ ~. ~ ~~~ ~ S S <,~ <~ ~ ,' ~i ~ ~~---v BOTANICAL NAMES SIZE NOTE ~{~~ ~J~ `-~ _ ( ~~ l 1 ~ ~ -%. ' ',~:: ~ ~ ~ ~ ~,=~+~~° S --- `~i _ ~- S ~ -,.~~.r;. ~'" 4 QTY COMMON NAME ~~ ~ ~ `L ~ ,,, C~--' .,, ei~ / j ~ In "~ , ' ~ T' .~,{ ~~ - ~ ,F` L.~; ` TREES ~;~, ~. ~t, ~.' a `~ R~' , 1 ' " ~~ ~/(~-~~~ ~ 7 ACER CIRCINATUM ~' ,~?' ~ r 4-5' HT B & B ~1 / \ ~i'~° `v` , - ) ~ , f •. ~~ 1 i .. ~ VINE MAPLE ..~.w / ~=, ~ ~"»~ _~ u a ACER c;IRCINATUf~, ~-C~~T`t ~S" _,,!' ~ ~~~~ ! "~~~" ~N '~ VINE M PLE ~ y ,~r RUNUS L 'Q_TTQ-LUYK€N' ,, , Q 7 _ _ ~~~ _ ~_ ~ ,_ _ g _ _PINUS__CONTORTA - - 4_5'-HT - B & B -- ~ '~. QJ~ / ( .,3 a ~i GiJ OTTO LUYKEN LAUREL_ _ ~ 4* ~ I ` ~~ ,. SHORE PINE STAKED ( ~ VIBURNUM T 'SPRING BOUQUET.' > ~~'~~ 5 ~` V ° 23 PRUNUS CERASIFERA 1 5" CAL B & B / ~ t-; ,~ i ~, , .,SPRING BOUQUET VIBURNUM LI =~,,.~ ~ i ~ ~ ~~ ~ KRAUTER VESUVIUS PLUM I ( '• ~ ~ ~ ~ ~-' SHRUBS t o I ~ ~ ~~ o L I ~~ I L~ ~ ~ 44 CALLUNA VULGARIS 1 GAL t r LAWN l~~ ~ ~ ~ ~ ~,i I / ~~ HEATHER ~ ~ ~ ~ I '``^'`' ~ i ~', 31 PRUNUS L 'OTTO LUYKEN" 2-3' 0770 LUYKEN LAUREL a ___'~r ~.i~- _-~ LAWN ~ --- i_XI`;1I~G S~ F'~ ('~I~~C 7" ~ 1;~ -~~ A~;~,P:~~C ~,~ 32 VIBURNUM DAVIDII 3 GAL DAVID'S VIBURNUM _ ~~ l 20 VIBURNUM T 'SPRING BOUQUET' 3 GAL ~ := ~ }` - - --- - --- - .___ r SPRING BOUQUET VIBURNUM ~ ~~ ~~- - --- __ ___ __.- /__ ~ -_ _ \ ~ GROUNDCOVERS ~ n gb / `~ HYDROSEEDED / j / ~ ~ * 63 ARCTOS7APHYLOS UVA-URSI i GAL 36" 0 C x: ~ AREA / ~ \,\,- ___ `--~~ ~/~~ 570 SF KINNIKINNICK o ~ ., ~ _i / _ ,,, ~~ `` ~~ ll--,---=------- ~ ~~ Q~ i,-%j % 75 EUONYMUS FORTUNEI RADICANS I GAL 36 0 C _ .______ _-_~___-, _ _ o io zo ~ /~ COMMON WINTER CREEPER ~- - - - --- ® A 674 SF ~ ~ f" _ ~Q' ~ S ~ : ~ 256 GAUtTHEftfA SHAtt6PS 1 GAL 36° 0 C - --L~ 2303 SF SALAL ~~A ~ ~_~ ------------ --------- SEC•24 TWNSHP:I7N RNGE lE W.M. VICINITY MAP .Iii v~ ., rf ; 101, I,rc ' ,r East•4lympla M,Dx. o HIII `~ ~ r PROJECT LOCATION YELM, jM1'A 98597 N ~ EanruVFo~3s .ihsqually a > ? ChrmJV7ouds d 'e0attrziNouris 6tubck~rtyluil.~T ~n ~~,- ~ ~• I. D .., mini ff - H riz n o csoeeo 0 011~lorrae _ gg 14845 SE Yelm Hwy. Yelm, WA 98597 PROJECT LOCATION No rHR Q ~"~ "' m -... `^0. ~ I~~fIELO Li LEiF PF D u, _ '_ ~ p 1 & 'E WALiON LN SE ~BBTN AVE SE... ~., r I mq~- _ ~-~ ~, ~" ~ ,, 88TH AVE 9E . ~(b 2 510 ~ ~ ' GI H, \ - {1 Z .. s J ~ NWCRxSTAI ~ . ~_ D j 83RD AVE SE __ Q' p CAI' l I MOUNTAIN AIDE Li NJJ ~ y1~Po i~ "vK ~g57H CibE C~ y PA 518 3I aQY' i N ~ ~ 9 5 ~ n--- / ~f ~~2k~^ 4~Y~ , 4yJ cP ti ~ m `~ O'~`yg4 ~ ~` -,~4'~P'' ~ DURANT Si SE 4~ P~~ :Nor !4~\~ iWTHlWAY9E T ~ e'6,~~'•' /Z~^F ~ E (g NI 1/_\s N~E 10.3 _,`y q-- ~ 4 ~ ~~l1~~ ~r ,,~ 1H ~ \ x NF` 4 SITE LOCATION 14845 SE YELM HWY YELM, WA 98597 CONTACT INFORMATION OWNER Mike Brewer PHONE 1 (360) 507-1000 ADDRESS 14845 SE YELM HWY YELM, WA 98597 SITE INFORMATION Zoning Parcel Number Existing Building Coffee Building Developed Site Area Proposed Parking ENGINEER BILL TURNER COMPANY C&C ENGINEERING PHONE 1 (360) 438-0301 ADDRESS 4405 7TH AVE SE SUITE 300 LACEY, WA 98503 Commercial 21 724210701 To Remain 288 Sq Ft 1 05 Acres 6 STALLS WSOUT MONUMENT FN- CASE MUN/WS-UT IN YELM, ON YELM AVE SE 6 93RD AVE SE R/W MUN PUINT FALLS 11' SUUTH 6 DANM 2' WEST OF CENTER OF INTERSECTION NGV- 29 ELEV=34290 NGT A BUUNDARY SURVEY FUR CUNSTRUCTIUN USE GNLY ' 'LEGEND EXISTING FEATURES LINE TYPES SYMBOLS - ~` - - Brvslr Lne - - - PaArg SLnprq - - - Sderolkc jJ FIRE HYDRANT ^ T TELEPHONE PEDESTAL - - BwNUrg flmr Pnnt - - - Povemenl pelrneabon Sbrmrafw Ppeg ^~ JUNCRQN BOX Bumper Blocks Phwx - Drtrlread ~ ~ ~5tormraler Trevlmenf Nor O WATER MANHOLE CmlerM1ne RoN Rovtl PMx-BUrof FM1ane Slrewn w ~ BIGN - - Cmtetlrne Road Porn -Bunts Trze bne IXI Crty Cowry Slate BouMry Purer - PehrcvE Tree Pmlecfwn WATER VALVF ® iRAFFlC SIGNAL Pq"E - - Cwtours Mvlw -'~ - Pmpd BouMry- - WoM Lne (W (Sze))- ~ - - - - - " - - Conlaurs M~mr Property Bevnrg ones ti O O O•-We1bM Buffer O SANITARY SENER MANHOLE ~ TRAFFIC SIGNAL PEDESTRIAN HEAD ~---~ CuAeds RopeM Lne Wetlands _ _ am aaa unll. Floats aaartw 5xlwn LrW Plch gamage Basin ~- Roplrly Salwn Lne - Rmhnq [] LA iCH BASIN MAILBO% Easement Las Retaining WoN ~ POLE ANCHOR - -Edge o/ Concrete Sbb - - - RW Uty Lounly Raad - - -Edge a! Grovel - - - RW Nghrq 9P0 SPOT ELEVATIONS Edg! o/ Povemenf - -S<t Back BmM,rq -0- URLItt POLE - -Edge al Bderalk -Set Back Rmr ~`+ ' TREE (Gunder ) ~ ~Emson LantM Rna S!t Back W<I Lvnd }J - - X- fence Serer Lne - Lrav2y ~ GUY POLE fiber Dptw Serer Lne - Prenure P ICa00 ~ -0P POKER POLE f`~t TREE (Oecrduous) - f - OHSeIs and Sblronmg LEGEND PROPOSED FEATURES LINE TYPES SYMBOLS Brvsh Lne Parkng Slnpng Sidewalks Y FIRE HYDRANT +420 SPOT ELEVARONS Buddng Fbw Pnnt Pavement Behneolmn Sbrmroler Prpn9 fH WATER VALVE Bumper Bbcks Pho:,e - Medr<ad Stormraler ireolmmt Mm ' l } TREE (COnrler) CentMrne Rarl Rwtl PM1One-Bunts Phon< Stream '` Y - Cenhdrne Rood Pom - Buned free Lne • SANITARY SEWER MANHOLE eampars Molar Contours Mww Powe. - aremlaa Pml¢I Beundry ire. vrolectwn Wokr Lnc (W (Sic)) O TREE (Deuduous) ~~ LuNerts PrepeRY Bevnrg lines ti O O O•-We11aM Buffer ~ LATCH BASIN Cure and Cutler Property Lne Wellonds UtcM1 Property Wart<r Beclwn Lne ~ WATER METER Drarnvge Basin Pmperfy 5ecfwn Lne Q,., Easement Lnes ~ -ROibng ll POST INOICATQ4 VALVE Edge of Concrete Sbb Retamny Wax 1r - - -Edge of Grovel - - - RW Cily County Raad FIRE DEPARTMENT CONNECT Edge a/ Parcmml - - - RW Highray Edge al Sderalk - -Set Back Bv~Wirg N DOUBLE CHECK VALVE Erosion Confml force - Sel Back Rmr Fenre Set Buck Wet Land near OpBa serer La! - cra~ty ~ STREET LIGHT ASSEMBLY Gas ~ Serer Lne - Pressure IGi00 ~ %esefs and SloNonmg SIGN Utilities Sewer Public Sewer System Water City Water Electricity Puget Sound Energy Communications Ycom APPROVED FOR CONSTRUCTION BY: DATE: Development Review Engineer APPROVAL EXPIRES• INDEX PAGE 1 COVER PAGE PAGE 2 GENERAL SITE PLAN PAGE 3 UTILITY SITE PLAN PAGE 4 UTILITY DETAILS PAGE 5 UTILITY DETAILS PAGE 6 UTILITY DETAILS PAGE 7 PAVING SITE PLAN PAGE 8 PAVING DETAILS PAGE 9 STORM WATER SITE PLAN PAGE 10 STORM WATER DETAILS PAGE 11 GRADING SITE PLAN PAGE 12 EROSION CONTROL SITE PLAN PAGE 13 EROSION CONTROL DETAILS F~eceived MAR 0 2 2006RECEIVED _ MAR 0 2 1006 4Tr+ R~Ec~tEL...-J - e SEC 24 TWNSHP: 17N RNGE l E W M. I m o o SITE PLAN ^WNER DAMS JR, YUNG C & FRANKIE ~ PARCEL # 21713340405 ^WNER CANOIDTTA, JOSEPH 6 PATRICIA EfjS jG~:G d~lE2 _I0. • PARCEL k~ 21713340403 • OWNER KITCHEN, JAMES A O ~ ~ ~ PARCEL #~ 21724210104 L _~t•~~~.. ~~~-~~~`^ vti ~.i~ubl~~(1t~~m ~R~ra~ae rmv- ~ ' Ai`, ~' t ~ / ®~wfu~~ a~fyGf®.. '-_i" • :~. r~~~~.i~m~~rii• ~~u~i~~~f•~~~li'~~~'{~~~ ` i ~ L -'<'S I iNG S%`.JLR L"Nc I .•4 ra a ? z z F n m E m ~ ~ / ;c• ~ 1z ~ m s-t--- 5-~- SS -- s-SS -s-~~'~~-~ '-i~-s ~_, /.~ <_ . S-ss- -=-5~-~~'y~` _ -s---SsS----S- s-s~-s ;--s-,-~~ w LL m =:; U J• i ~ -' -.~ ~ ~ PROP^SED ~ - I ________________________________________________________________________ ° z w ~ ° ° w _____ ______ ______________________ __________________________ _____ g5,Q0___ _- _____________________________________________ ___ -3 _ - ~____ _____ __ _____________________ _ ______ _______ ______________ ____________________________ $~~ - -- -- - T3f-Qff stwEk ! -~` + m ___ _ ___ _ _ _ _;s________ ________ _ ______________ _______ . _ _.. _ ________ _____ -- (TYP) n I - - 17+00 1 15+00 0 16+00 G 3 a ~ z o i y z < w w o _ l4A Vf I'll F ~ ____ _________ __ ~ I _____ PROPOSED _ _ -__--------------- P ~ T - - ~ I J °~ a o o u a _ ~ --~ - -- -~------------1-----------~\--- ---- --- ------ -- ----- SE\JER m M __kI~_ - ~~- (~ ra-r ----- -- --- -- I------------ ------------ I----------- PROPOSED ONUMENT SIGN FXISIIi~G-~ EXISTING R W ______________________________________________________________.GA__1. __~11~'__~_____________________ PR~P^SED WATER LINE__ _ _______________ ___ _ - \ 6' SIDEWALK / n ___________ ______ _ _ _ ~~ ' ~ ¢ > O \ \ ~® - - - - ~ ® ~ - - -{ _ _ I I XISTING~-~ J ~ / ~ / DEDICATED R/W / F ~ ' ~ U < ~ / PR^POSEL~ ~ 12'x24' ESPRESS^ / / PR~POSED dY/345 pp I y~ / / • 5' SIDEWALKI- ~' I ~/ PROPOSED STREET TREES FTYP) ~ I I / ~ / / • _ _ / o LL z w ~ o ~ ~ STAND I I j ~-+ w w w I / ~ -----------~ / •• EXISTING TREES ~ ~ ~ ~ ' ~ I J / / TO REMAIN ~ ~ I 8 I.ANDSCAPE AREA WITk 2' SWALE FOR 5 5 4' ~ / •• bQ~ / ST^RM~ATER TREATMENTI / J EXISTING 215, 4S OU1 5 / •/ URBAN A R TE R ~ A L / w/ / STRUCTURE ~ • LANDSCAPE AREA - FFE=34520 ~ / I / ~/ ~ , ~ F ~ ~ ~ ~ ~ WSDOT MONUMENT FND CASE MON/WSDOT ~7 IN YELM, ON YELM AVE SE & 93RD AVE ~ / fI / I h / • PROPOSED SEPTIC LINE DATU SE R/W MON POINT FALLS 11 SOUTH k ~ / / 55-35 f ~ ~ I / / •/ (TYP) R/W R/W ~ ~ ^^ O }"~ i--~i~ W O V.~ UjO~ i-I 2 WEST OF CENTER OF INTERSECTION ~ ~ C NGVD 29 ELEV =342 90 ~ v CO ~ 1 S /. IB Jp to o S - -T.T ~ ~ ~ ~ ~ ~ ~7 v ~ NOT A BOUNDARY SURVEY ~. / LAN FOR CONSTRUCTION USE ONLY / ~ MUST EQUAL 1" 344 OO- - ~ ~ \ CAP EA ~® I •• m ~ I '" y ~ I (~ . I i ~ 6 e 5 11 6 6' n 5 8 6 m ° ++ / 'J •),/\-EXISTING TREES ~ K o z m '^ f ~ - n m z K ~ '[ y ¢ e Q ~ ,3 ~ ~ T ~ O / , 0 20 TO BEAT I"=20' ~ / I /l ~ TO REMAIN n n n n Zls ., n ~ ~ - 0 \ / ~ I • D m 1 ~ " ~ ~ ~ LANDSCAPE AREA 1 Zi y r I / ~ PR^PDSED SEPT TANK a it m - i ~ • / y • EXISTING SEPT TANK I /~ o o / I • TD BE ABAND^NED .~ * ~ ^ NER ATTW^DD, LARRY E / / ~ /• PROPOSED PARKING i G J 25 ~ IBg ,~ AP z ,2z 2a 2 MAX t • 1 ~ ~ M ARCEL k~ 21724210702 • PROPOSED ~ -AETEdI I^N BASIN / 00- / T- PROPOSED IO'x12' DUMPSTER PAD ap , ~ U ~ • 3A,j ~ ~• CEMENT CONC ~' BARRIER CURB ~ r W / / ` ~ ANU GUTTER ~ r ~ ~ (/ 1000 BUILDING / ~ / / 1000 BUILDING • SETBACK / 1 ETBACK NTS O ~ ~ U ~ ~,' Q+ ~ y / • / S ~ O r ~ ~/ / GENERA NOTES `•J ~ / • ~ ' / ` L 1 NO "ON STREET PARKING PERMITTED ^_ ~ ~". ~ / • • / / x • ~/ / /i/ 100' WELL RADIUS 2 REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDITIONAL Q ~ E%IS ING / / ~ • V/EL ~ H^ $E _ • INFORMATION ON STORM DRAINAGE STREET LIGHTING PAVEMENT STRUCTURE, ECT + ~ / ~ / I / •'• • / / / I • •• / / / / / / •/ I ^WNER SCHOOL DISTRICT • ~ PARCEL #' 2V24210500 ~' T ~ r . L~ `~^L~ 1 • , ~ ~ / i APPROVED FOR CONSTRUCTION "/~'. Dominic S Coffee CO -Horizon Mol L a e t~A4 / ~ } / ~ BY: DATE G •• / ~ IJ845 SE Yclm Hx~ YcLn WA 9N59J Development Rev> ew Engineer /u/m 0 ~V • ~ ~ ~ \ CALL 48 H 0 U R S / • .• BEFORE YOU DIG Zenrn Ca,n,ner~,al Dlr~rl,es s sen~, Ra5lmsewersysan, Parccl Number 21724210701 {Year Crry WalCr LxrvnneDwidrng TaRUmm~ aVnd EncrS) Ccffee auJdrng 2x8 59 ~~ ~o n~'S n,~'~~, Po , APPROVAL SHEET ID CODE GE 2 of 2 ~,~,,\ {~ ~ 1 -800-424-5555 Q r .af io Develc ed Srte ores 105 Acres EVPTT'IE C: Rioposc~Nvkrng 65TALLS LAA 1111~Y,,LrrJJ SHEET NO / 2of13 E UT-2 2" I] I/t" 13" a ~ I MEIFR BO% - 3 ~ f I i/3'-2' POLYETHYIFNE UNf V4VE ]I' I I/z'-2' uAIE A ApµiER BALL VALVE ORD (N RB STOP) PACK JWNL CORPoRITIDH VALVE ROK OR A' CHECK VALVE STOP (0 II DI DIA PVC R6ER sCRVICE sApOIE SEE DRAIL R-13 a2' ROWC 3035 OR I ROCKWELL ]1] 3% SLOPE LO BOK (VARIES PVC Cpp CURB ~ e.. \ CHECK VALVE ~i, IA GAUBE v VALVE INSV4TE0 P e 4 n v A COPPER a TONING WIRE • > v NfiER WPAP PED yALVE BOK rOR PD EWAI% OR PEST 1RDU H0 LNE TRAPNC 5[RIM45 SEE DW4 XO 6-IS PIPC (SEC USE P OIA SCNEOVI£ AO PVC B _ GENERAL w1N1 CAP E iHER INSTAIIAIIONS OR 0 11 NDTES NO TORO PACK IDIHT T) CORPoRATNI 0 TYPE B 1 PUSTIC UNE (USE 20D 1 Bl-PASS VALVE PSI PNIWP$ PGISCO PIPE x W/LOCKABIE WP 3$ /5 SI DO POLYETNYLENf PIPE) T L BELL REDUCER I foflD BAU vuvE I WITI PACK JOINT Y EEY4E _ _ 1 1/] -2 WIE IP TNRFA02 ADAPTER SERVICE 5.10DIC CITY OF YELM, N'ASI IINGTON DLPT OF PUBLIC WORKS I SfYNlfSS STEEL INSfRT2 RfOUIRFO POR ALL " " PMK ,DINTS 1 1 /2 TO 2 z Au SERVICE s10DLEZ sxAUNWE aUBBER METER SERVICE CASKET AMO I P TNRF/.p$ Cltt STANDARD FOR COPPER SETTERS ARE nrrpovm pxc vD 1 1/2" - FORD VFH 66-15s13 OR EQUAL 2" - FORD VFH ]]-ISsI) OR EQUAL p11000 wORkS pRE<igV GATE B-3 ors Dx Ku JEC mw m 3/15/00 THRUST LOADS THRUST AT FITTINGS IN POUNDS AT 200 POUNDS PEP SQUARE INCH OF WATER PRESSI PIPE 90 BEND AS BEND 22-I/2 BEND tt-I/t BEND DEAD ENI OIAMRER OR TEE t" 3 600 2.000 1000 500 2 600 fi" R 000 t 700 2,300 1 200 5 )00 B" t 1 300 ],]00 t 000 2 000 10 100 10" 22 300 12 I OD 6 200 3 100 I6 600 12" 32000 17 t00 8900 1,500 22 T00 1 {" t3 600 23 600 12 100 6,100 30 600 I6" 5],000 30,600 15 ]00 ] 900 {0 300 Top vlew aperating nul -Limib of 1 I- -y% paYmen Ih[-, UT-2 WaaPoer sh, eld y Bennet Pe,nl Hydmnf 21/z"Nose connection HYDRANT OFFSR Sun Yellew HIgM1 wrtn In reads Crude Enamel -_tl/z"Steamer co nechen / 13312 - witM1 NSi Mreads See rolve bus and k 5 Slers adopter vole stem ddail- Aoe Style S-3) w/SC cap 6-11 r{' Se"-zt" I I ~ cropna Stontlpipe --R j ~ ~ y UM9 5®$~ 6" Flane.d ar. 3 Minimum h dra nl Ise R' ~6" Clmc 52 d dib Iron plpe ut to Isng1F 6" g^b valve FL % NJ Sae eta below Varies t"KB"r16' <encnb block H drpnt whoa Y Backfill fo tap al tlraln Nnq Neminy plastlc battler between balk with 2" waaM1ed rock as ahawn thrust block and tae 6 s 6 shot al 11 mll plastlc or - stru<Ilen labAC condng 2" wmhetlcrock Conveb throat block N°lea coat-m-Plow agaiml tliting only i HYtl runts shall be locobd in ordance wllh Sectlen b 060 m <aaaumn, a mmlmum mr.. mot tlim unabatrvctetl werting arc sM1O11 CITY OF YELM WASIIINGTON be pravitletl around ell nydranN UEPT OF PURLIC WORKS 2 Hytlront shall ba Orasxr M k H Reliant style 929 OR 129, Muallar FIRE HYDRANT Centurion, or Clow Metlallion 3 Cab va Luse aM1all ba raalllent wedge NRS wltM1 0-ring a ola Valve ends shall AppppvFD x4 v0 be Mechankol IOlnl by ANSI flanges Valves aM1all conlortn to AWWA 509-BO wxuc MIMS dRELRYt DATE 0 6- 7 Valve h011 ba Mueller MBN, Kennedy Clow R/W ar Wobroua Sarlea 500 oEs JEG TEw Dx Ifw rE rzw 3115/00 R:SIWAYII WMYAHS ~ ~W~IW[IY RIe'IIEO!E[IaNL L UT-2 12`tllfl~J 1RAC£R MRE (SEE GENERAL $ MR I f 5 WArER NOTES ND ]) 1 @NI: Y.IIW{ sQ nR]2s5 NOTES 1 BLOCKING SHALL BE CEMENT CONCRETE CUSS 3000 POURED IH PLACE 4GAINSi UNDISTURBED EARTH FITTING SHALL BE ISOUTEO fROM CONCRETE THRUST BLOCK WITH PLASTIC OR SINILAR MATERIAL 2 TO DETERMINE THE BEARING AREA Of THE THRUST BLOCK IN SQUARE FEET (S F ) E%AMPLE 12" - 90 BEND IN SAND ANO GRAVEL 32 000 LBS - 3000 LB/S F = 10 ] 5 F Of AREA J AREAS AILST PEAOlUST1U tOR Ol11hR PI PE 51Lk PRESSURES AM1U SOIL W M1OITIOM1S 4 fJLOCKIAG SHA LL PG TUGQVA FL TO WIl I15GM1O tULL TLST PRESSURE AS HELL AS TO COM1TIM1LOUSLY WITHSTAM1p OPEWVIM1G PRESSURE Ut.OER ALL CONUITIOM1S OF SER\ICE SAFE SOIL BEARING LOA05 AIE DFInI ~~aa~Eaa~ ;, E'~oETEx „~TT SOIL POUNDS PEP SQUARE FOOT MUCK PEAT 0 SOR CLAY 1 000 SAND 2 000 SANG k GRAVEL 1000 SANG @ GRAVEL 1000 CEMENTED WITH cur HARD SHALE 10 000 THRUST LOADS nrrpmen nxr vp RIIRI it xnauc narr.rR n.,< 6-1 4 UNDISNRBEp Sql NOTES I Bwul onw Was 9W1 a%wlwm,D®rAS A'aWID Jr p%KCMI P)/IS 2 x.InN&VlE19WL M4r(l dL9Q PR[~.W XI MRlI D9AX W.WNM WRAY. Ir 9W1$6YNRYJI RQ IhllI VAOL]'(H66 pD W'RWOA]A IXW.ymhW WECrRlA9L Y112AVS II 9MN IRK 9M P'AfKIW51I4T6 a¢ wD RIWr nuTR l%! mPpET wnr o%aXET NIPK Re]IW eW]LL WRW191W 44RRnIX 9~ ID Axl MC umtR .10MG49uLL 6aipE3 J xIRK VFE B9YIL w1fNµ 9{VL S 9(IfDW S]S6ID 1MII RE YLLNV BRMGR 9WL 61-N]I {W P.C iH A'p I I/!-MILS IP, PICK[ IM' %E ~ ales lunK VAlwws lRS®I®ED UUpnrA%E er nr or rmwlamu RD nrt BALM WwI Vm nE asst SINOaW 9COFlIA RIXRNXIS 6 M IDL[YL IICrMY 5 AftACI RIO]IJ - TnIN IXCR( FW RE HSIF -9-0115 PK' EPE BfLEM - 9-N lxn CITY OF 1 ELM TYPICAL WATER MAIN TRENCH & BEDDING aldN wpRKR dRFLTpR p.,F 6~- 7 5 1Ew ~- 1=--I 6 ~^COVERSEO HANDLE ttPE I UT-2 i IN UND FOUNDRY ~2tB 6 3 6 VALVE BOX WITH YELM 3 a} s P 10" B 3/t" WATER" CAST IN UD CUSS 3000 1 , CONCRRE PAO J SECTION • ~ FINISHED GRADE i_ s=2a° n 6" OUTSIDE PAVED AREA L TRACER WIRE ' q ~ SEAL WITH ARt000W ~ e ~fi" SDR 35 PVC SEWER i PIPE CONFORMING TO ASTM 3031 RISER PIPE TO BE ACP l w V 1 0 CSTC 1 ~ PLUNB AND CENTERED ~ OVER VALVE STEM i ~It 2 BALLAST z VALVE STEM RISER 0 S' CONCRETE CL 3000 REQUIRED WHEN MA% 36" IS E%LEEDED INSIDE PAVED ROADWAY (LENGTH VARIES) NDTF.. ALL VALVES MUST HAVE It GAUGE INSUUTEO ... .. .. ' COPPER TRACER WIRE TIED OFF Ai VALVE BOGY, GATE VALVE SHOWN-SIMIUR EXTENDED OUi510E PVC RISER PIPE THEN INSTALUTION REQUIRED FOR E%iENOED ONE FOOT TOP OF VALVE BO% BUTTERFLY VALVES VALVE STEM EXTENSION LEGEND Q VALVE OPERATING NUT OR I ]/B" % 1 ]/6' X 2" HIGH GRADE STEEL WELDED TO RISER SNAR CITY OF 1 HLA1 N'ASBINGTON ® 3/16" TM14 % 5 1/5" DIA STEEL DEPT OF PUBLIC \VORKS GVIDE PUTE WELDED TO RISER SNAR STANDARD ® 2"X2"% 3/16" SQUARE STRUCTURAL VALVE BOX STEEL NBINC TO GIT OPERATING NUT LENGTH AS REQUIRED PPaovm xc vo ~~ 6- t t PUBUC WJIMS pRECipi OAIE ALL WELDS TO SNAR SHALL BE I/t" FILLET WELD ALL AROUND pRS x cRn a¢ rn raw TEw ¢w 3/15/00 A UT-2 LIVE TAP J 2 (Typ COXCRFIE iXRUST BLOCR (ITP) Io .I 3 Iml ~ ~ Cpf1TROLLED pExyiY w ~ BALRPILL i0 SPMY HERE OF YAIM wolxc vALrx R YJ $TAIXIESS STEEL TIPPING SIFEVL VALVE µp SIFEVE 5Nµ1 EE suvPomrp Anp BACKDMEp As EpJUI SXOYM BELOW-R14XL GATE vLLVE R.W TEE ~ I/5 D1wETER DP PIPE // CONiRDUEO pFM51TY 9AC~+ F- $ -J~ \~ PW RfO WIOTX OF IXENCX SOUO BRILR SUP PORI y CdJLR EIE THRUST YLLM CONNECTION TO EXISTING MAIN Pueuc woRKS pwfcTOR DnrE 6 c 1 0 DN ~,p D iEW IEW h lEW NOTES 1 it MIL PUSTIC OR CONSiftUCTION FABRIC SHALL BE WRAPPED AROUND PIPE AND FITTINGS BEFORE THRUST BLOCK ANO BACKFILL ARE POURED 2 CONTROLLED DENSITY BACKFILI 15 A PLANT MI% CONSISTING OF 3100/ SANG t50/ WATER AND ONE SACK (B V) OF CEMENT 3 MJ CUT IN TEES SHALL NOT BE PERMITTED 6 SUPPORT VALVE ANO SLEEVE CONTINUOUSLY THROUGH INSTALLATION ~ .. i0P IEW I ~ . ~ ~ i0P VIEW I J'. TOP VIEW j M` WYE P~.A" 510E VIEW 510E VIEW 510E VIEW TEE CROSS GATE VALVE HORIZ BEND ~f f~~ ~,11 •'~ ~r~ TEE WITH PLUG CROSS WITH PLUG CROSS WITH PLUGS PLUG OR CAP 5 D UT-2 45' --- 90' VERTICAL BEND CITY OF YLLM \VASIIINGTON UEP7 OF PUBLIC WORKS Notes 1 CONCRETE THRUST BLOCKING TO BE POURED AGAINST UNDISTURBED EARTH STANDARD BLOCKING DETAIL 2 PEASTIC BARRIER SHALL BE PUCEO BE- TWEEN ALL THRUST BLOCKS k PITTINGS ANRDNFD oxr No 3 ANCHOR REBAR SHALL BE 5/B" MINIMUM pulJUC AIXIKS pRELiDR GATE 6- 1 3 DIAMETER pE5 DMV n\ ,EC TEw Tfw rzw 3/15/00 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEC:24 TWNSHP: 17N RNGE:1 E W. M APPROVED FOR CONSTRUCTION BY: DATE Development Review Engineer APPROVAL EXPIRES Q O MJ 3 m z ~ LT7 O ~_ ~ 9 ? w u [TJ ~ -> ` 0.' 6 O ~ Z_ Q 3 3 w ~ W W t9 > > r Q o ~ ~(..J ~ 1\"I ~~ o O U . ,". o0 r.yy r ~J 9ti ~ 7 ~O~-I e i~ 3 N G R) O u a ~ 1 //~~ ~ \..I ~ ~ w ~ W ~ U ~ ~_ ~ v O ~ Q C I~~ Q I"I"I Q ((~~T ~~AA •6 ' `A S9X 2 WU4•E>ti Owxcs w/u/m SHEET ID CODE UT2of4 SHEET No 4 of 13 SEC•24 TWNSHP:I7N RNGE:lE W.M. 19 1 2~ K NEiER BOx ' p UT-3 Is' vuvE Box pR R• ~ ~ a DId PV< RISER SINGLE METER ¢' udx PRc BOX PLACEMENT zz AoPI___T*o rox~ ~ uxl 13 a-131 \\ // 12' z4 9 e- YEiER BOZ C Wd Pvt RISEA~ DUAL METER - BOX PLACEMENT Y eLOPE i0 WZ le• IR' A' O1A SCNEDUIE 10 PVC-I I \\ ~ IE IP TYPICAL METER PLACEMENT .vraovW uxG vo Pum lc Rmzs pRECmR DAn- 6-6 F u -o $ERNLE BO% - LARSCN INDUSIPoES NWEL NO ItIBB MM BpllE- XINGEp COKR d EWAL COIFA NARKING i0 REIL SERER' (USE IN Nw-1X.FFlC IAEAS) $RICE nl E5SnNG µA GAUCE rgJING RE Wn1 BUR IA GA IX WLA20 CWPER iwING MRE XWXELigiS ANO $pIJCE {pryryC MRE fw SERVCE i0 EI.i 91RINR TAFE wA0 MIINtIXE rLNIHL MRE ANO MiAP 5911CE MiH HEAT wflINR TAPE E45nHG Re 5 .~./~ Y •_ g S1EP WIN ~ as \1E Vk\£ MJ . MJ - N BARS ~ a~ uiry ~ ~ cwwErE wwwt BLMJ( Pw VALVES ~ ANO IARGEn TYPICAL SEWER MAIN LINE GATE VALVE APPRD`hD pNC. Np n,r ~.~.~ ~.,< 7-21 PM% I PM% ~' ~_ ~ IIIIIIII ~~~ ~ Y `~ a -O~ TYPICAL 1'" SERVICE CONNECTION APPROKO UM-G/ NO^ ZURl1C WGRNS DIRECTOR GATE / - L W CN A PM% PM% MTO 4/11/00 N UT-3 vnLrc eD% %w no 910 CF EWAL W/ COKR MAANING i0 NEA- SERER ~• „~' - cwwErE AAB z .: - UNrERED w vALSE R/ 4-~A$ Gw WAY iw fi~ PVL %PE As111 D-30]A (xNIrE) PlC sEwEn uury W xor WIER ears w/ LwtREIE I • -6 uNmsnxaEn spL E NQIE 3 k ] VA4lES MAY BE BElL . BE4 Ar 3XE GavmACrwrs pPnw e a tx wAx wLYYE m2 w[~x~We ® m~~ ° Du a rwa m ar:rt Xd MGi N9BJM1 BtlRFN 3 MME GSm¢Sf195 6 BP0.wSOIXwE U51 Sw1E mp AI tFAi{ w EEW(ES nmERV u10 B[ .N£ N % Wnp a ~R°~~:'~N~ ~ so rERr ~SMNa1~N ~D~ro~r~x BPp~%~ WAB.,L4R~,L,~B x.xB u~EL wRr AAa Re>wwTReCmIKT w wW.dETE ~ uie+v`m wauNO IIi.Ei x~,~ amB~L [Bfl ...RBPWrt 9S IF rK CWlux[n5. I1L SXRUB 1XEE$ TO BE n1UJ1 OCpDEN{KS PMAMIDK (PM"VJIOAL EASYERN dRBwNTAE) w EWIL rRFES 4U5r BE A ulxwuu D' ] ro s IE>:r w XElwi Ai nME Cf PLANIIHG AND SHWLp BE IDALED 3 r0 15 E£El APMT FAp1 EAOI Dn1ER M UT-3 R \1 f UT-3 RESrpIUnw sURfACE 5EE RESrwAnpN ifBLE PROK SEE RESrCHAnw LPRIF B - %nlw wuE~ /I ~ /I ~ \ / -\ / -\ I I W ~ ] b' } ~ , , \ \ / BApFlLL $EE ' ~ ESrW Ana+ {ABLE S p q - Z ¢ / ~ / I/ / I ~ \ \ NN{IIN 9pE N W Z w If ~i AWE AS SREP m ~ m / / \ \ ~~ S P054BIE o - d ~ / ~ / sEMn UNE g ~ PIPE BEDWNC [d ~ PEExIeLE PIPE %PE OD 1 nL JM RPE W^12 PRES9JRE GD z~ wANm w RESTORATION TABLE 1 xwAa B4w../ wuNLNn/ me 1XIDwfss mlmACnw RpYxrS ozlw REOxWm+rz DNSxm °b sDE<r eArnu s' tl1M " ~~ sLa[.¢ im cwe.cr ro zsz Y r uC B wC INIW Po.U .Y T oAr94 i ~ S1ECr B.ML 5 OSG P.r¢ 9AY 9RA2 TM Wlt4 ttNK! r0 95i OILL'f AH0 ¢W95 sELECr BROau N..a msnNC rn191 Pn.Ew.rYmL~Y%1 cw rtzrua..w m.LL xronaslID/ fuvlwcz C 4~1 /l.W0YY4 04. Yw ryWM s 951p1 r ~puLE ~ wD'.rD 911[/[E N/ COn.Cr rp y Y ABV.E EASTAVC w.rt a almm o _ ~ 9w.~ u3E oYnsE - m ~"[~ Tm fO1R¢ CITY OF YELM DEPT OF PUBLIC WORKS TYPICAL PIPE TRENCH APPROVm DwG xa 7-3 prr WaNEER DA¢ "IEG Wry A PMX PM% NT(I 4/11/00 x 3 4 8 UT-3 5 4 z PLAN 2 5 6 3 3 5 5 3 z ov snc 4 a 4 ' z `°"`""` P R OEI LE Bp% 7 FLOW 6 Z GRdVEL BASE i0 BUIDLING pR WIERIAL DSi li' LHIGN IRRIGATION SYSrEM I SERVICE MNE 3 9P BEMp UNIOX HIPPIE 3 SNUL-Off VALVE 8 CXECN VALVE (D 5 N S APPROVEp) ~.m Ga' TE~µ WA9'9PJ(ITON 1 RENE[ V4VE ~E ~ ~~ WAS v oRi'l9ii ro°CO nJCxr REDUCED PRESSURE BACKFLOW ASSEMBLY cSxERU xpns A rNOxouwv ausx THE uxfs PRIOR rp Irrsru unpx FOR 2° OR SMALLER B D44fiER M PIPE Ax0 NnIMGS ~ Affl4T® ONp r~ C REFER TO OEVELOPYEML GUIDEl1X[5 S[CTON 6 110 [oR fURMER IN[ORYATION -1 6- ~ p DO XOi IMTdLL IN AREd $UBJCCr TO [LOODINL IIHLW~LYB'9w d'LB / CH pMl OA DAR - KR JEG JEG 5/3005 G NOTE. INSTALL TANKS AS FER CE{AIL dl uAxu[ACruRER s RECpxuwD%nw RNIWEw+ Iz NpE smwrcxT CONCRETE TANK BEDDING APrnovED DM; No PM% I PMX I MTO CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR CONSTRUCTION BY• DATE: Development Review Engineer APPROVAL EXPIRES. mNa c~ m im w W Q O 0 o a " O o v a O m 3 Z O U ~ ¢ LU ~ ~ ~ _ 3 > u CE] d' O o ~ 3 w W 3 w w > W > W Q ~ P ..yy ~ . 1 y ~ ~ ~ ~y ~ ~ O O U. ~ ~ S"-+ bA 00'°3 v C p L N a .~ 1 U ~ ~ V ~ ~ ~ v O ~ Q ~ N Q x 3' :P L~~ 1 -G~ JRiAL Y+ L: [s BRA SHEET ID CODE UT3of4 SHEET No 5of13 nlao ~RPE ~~~~•' ~~ (sECnON 9-0315 MSDOi 199A STANOA4p ~EpFlCADMSJ Uro'{~I UXId n LWNER tRDxG 0 ANS Fni PFE591PE 1E511HD yANCE w1N STEEL B0.R AHD XEdAENE Gx.~J(E! 3D uixORiyF Xfldr rw w Au ndµ LEAKr05MmowT UT-4 IRAfi1L DEdNIX4 XS wM NLDw FGR ~ rVKVE ASSEMBLE AXD II1Ir EPo FNi BPLL VAnE SXDYN 9ALL VAIK WMPWMP Ral I dw DE wTM a Rnaw ~ECr~cu mua ecx wm cdo onus UD ~ XEAI ynnNNxdpEdALL BE KAPF'Fll wM 3b'E LRGIXO PNAr iAbl WS£R~ I ~ qAN fi „gp PK / 3A M EDPPEME mo~uaw0~ _ s/a Er awWlr ~~ y ~A rr*Dmxc wis --ixsru mr~=~~ , PK now aona D..HE% PUMP IXE uAmax Pd oDPLEx rwPwx w0 aAS I aNad I IXIENit6 ME xS AW.llp IEglgpi,.V'Rd ONN IH~ME~ IIPLLL slfP MzTN1And TYPICAL DUPLEX STEP TANK INSTALLATION nrrxrWn.ccR n.rP owc xo 7-9 P UT-4 KRRM HIW lAG n1/CiF (a5 ORRNaOW Crv i0 IFRO W/Ef! (as oRAxoowx W ro aTJ~N ,,,,, , 6 MIN FLOAT SETTING VAULT DIMENSIONS FOR A DUPLEX PUMP VAULT APPROKO oxa No .......... ..._.-.. ............. ..._ 7-14 PMX PM% MTO GENERAL N^TES (SANITARY SEWER MAIN INSTALLATI^N) 1 All workmanship nntl materials shall be in accordance with Clty of Yelm standards nntl the most current copy of the Stote of Washington Standard Specificntlons for Rand, Hridge nntl Municipal Construction (VSOUT/gPVA) 2 All approvals and permits required by the Clty of Yelm shall be obtained by the contractor prior to the start of construction 3 [f construction Is to take place In the County Right-of-Vay, the contractor shall notify the County nntl obtain all the required approvals and permits ,4 A preconstructlon meeting shall be held with the CI{y of Yeln prior to the start of construction 5 The Clty of Yelm shall be notified n minimum of 48 hours In advonce of a tap connection to an exlsting main A Clty representative shall be present nt the time of the tap 6 The contractor shall be fully responsible for the locntlon nntl protection of nU exlsting utllltles The contractor shall v¢rlFy all utility locations prior to construction by calling the Underground Locate Line at 1 800 424 5555 n minimum of 48 hours prior to any excavation 7 Slde sewer services shall be PVC, ASTM D 3034 SDR 35 with ilexlble gasketed or solvent weld Joints 8 All plastic pipe and services shall be Installed rlth continuous tracer tape Installed l2 to l8 under the proposed finished subgrnde The marker shall be plastic non blodegrndable, metal core ar bncking marked sewer which can be detected by n Stnndnrd metal detector In ndditlon, STEP systems, nntl force mains shall be Installed with l4 gauge direct-bury rated copper wire wrapped around all plastic pipe, brought up nntl tied off nt valve body Tnpe shall be Terra Tnpe 'D' ar approved equal The tape and wire shall be furnished by the contractor 9 All burled power for STEP systems shall be Installed with continuous tracer tape InstnLLed l2 above the burled power The marker shall be plastic non blodegradnble, metal core bncking marked 'power' Tope shall be furnished by contractor IO Bedding of the sewer main nntl compaction of the bnckflll material shall be requlretl In nccortlnnce with the above mentioned speclficntlan (See note 1) ll Temporary street patching shall be allowed for ns approved by the Clty engineer Temporary street patching shall be provided by placement nntl compaction of 2 Inch minimum asphalt concrete cold miz Contractor sh¢LL be responsible for mnlntenance as required l2 Erosion control measures shall be taken by the contractor during construction to prevent Inf lltration of exlsting nntl proposetl storm drainage facilities nntl roadways l3 Provitle traffic control plan(s) In accordance with the Mnnunl on Uniform Traffic Control Devices (MUTCID as required 14 It shall be the responslblllty of the contractor to have n copy of these approved plans on construction site nt all times 15 Any changes to the design shall first be reviewed and approved by the Llty of Yelm 16 All STEP mains shall be hydrostatically tested In conformance with the above-referenced specification for testing water mains (See note U In ndditlon, all STEP mains shall be pigged/clennetl In the presence of the Clty Inspector prior to placing STEP main In service 17 Prlar to bnckflll all mains nntl appurtenances shall be Inspected and approved by the Clty of Yelm Approval shall not relieve the contractor for correction of any tleficlencles and/or f¢Ilures as determined by subsequent testing and Inspections It shall be the contractor's responslblllty to notify the City'of Yelm for the required Inspections IB Pump control panels shall be located on garage wall or remote post, unless otherwise authorized by the City of Yelm 19 In the event that the Department of Labor nntl Intlustrles or the Lity shaultl require o separate 'on-off' switch controlling power to the pump control panel, Bald switch must be lockable or have a locking cover to hold nn Olympus type HPI25, 30mm padlock 20 Inspections for onslte STEP Instnllntlons are required A 24 hour notice to the sewer department Is repulred prior to the Inspection - Items needing Inspection nrel n) Tank Installation, lei bedding and locntlon b) Tank Infiltrntlon, exilltrntion test c) S S pressure test d) Service line pressure test e) Final Inspection 2l ALL lumber (plywood, etc) used to mount either pump control panel or power peter must be pressure treated GENERAL N^TES CWATER MAIN INSTALLATI^N) SEC:24 TWNSHP.I7N RNGE.lE W.M. 1 All workmanship and material shall be In accordance with Llty of Yelm standards and the most current copy of the State of Washington Standard Specificntlons For Rond, Bridge and Municipal Construction 2 All work in City right-of-woy requires a permit from the City of Yelm Prior to any work commencing, the general contractor shall arrange for a preconstructlan meeting to be attended by nU motor contractors, representatives of Involved utllltles, and the City of Yelm Contact the Public Vorks Department at (360) 458-8410 to schetlule the meeting The Contractor Is responsible to have a set of approvetl plans at the meeting 3 Voter mains shall meet the fallowing speclficatlansl Polyvinyl Chloride (PVC) Plpe (under 4 Inchesh Pipe material shall be PVC 1120, PVL 1220, or PVC 2120, and have minimum wall thickness equal to or less than the Stnndnrd Dimension Ratio (SDR) of 21, and meet the requirements of VSDUT Stantlnrtl Specifications Section 9-30 U5)B Polyvinyl Chloride (PVC) Plpe C4 through 12 Inchesh Shall meet the requlrenents of AVWA C900, Class 150 wall thickness equal to or greater than the SDR of l8, and meet the requlrenents of VSDOT Stnndnrtl Spedflcotlons Section 9-301(5)A Polyvinyl Chloride <PVC) Pipe (14 through 20 Inchesh Shall meet the requlrenents of AV VA C905 wall thickness equal to or less than the SDR of 18 Ductile Iron Pipe (DIPT DIP shall conform to AWVA 0151 Llass 50 or greater, and shall be V16-Inch cement Ilned nntl sealed In nccortlnnce with ANS[/AV VA C104/A214-90, nntl meet the requlrenents of VSOUT Stnndnrd Specifications Section 9-302(0 Six-Inch fire hydrant spools shall be Class 52 4 Gnte valves shall be resilient wetlge, NRS (Non Rising Stem) with 0 rings seals Valve entls shall be mechanical Joint or ANSI flanges Valves shall coniorm to AWWA 509 80 Valves shall be Mueller, M 6 H, Kennedy, Clow R/W or Vaterous Series 500 Existing valves to be operated by Clty employees only 5 Hydrants shall be M & H Reliant Style 929 or 129, Mueller Centurion, or Llow Medallion Hytlrnnts shall be bagged until system Is approved 6 All lines shall be chlorinated and tested in conformance with the above referenced specification (Nate 1> 7 All pipe nntl services shall be Instnlletl with continuous tracer tape Installed i2' to l8' under the final ground surface The marker shall be plastic non biodegradable, metal core or bncking marked water 2-Inch-wide minimum, which can be detected by a standard metal detector Tape shall be Terra Tnpe 'D' or approved equal In ntltlltlan to tracer tape, Install l4 gauge heavy tluty direct bury co¢ted copper Tire (PAIGE 'UF' single conductor or equnU, wrnppetl around the pipe, brought up nntl tied oFf nt valve body All wire connections shall use wire nuts and a DBR Splice Klt, manufactured by 3-M or approved equal All locator wire for service pipe shall be connected to the locator wire on the water main 8 Provitle trniflc control plea(s) ns required In nccortlnnce with MUTCO 9 All water mains shall be staked for grntles nntl alignment by an engineering or surveying firm capable of performing such work 10 All service line lowtlons shall be marked on the face of the curb with an embossed 'V' 1/4 Inch Into concrete 11 Call Underground Locate nt 1 800 424 5555 o minimum of 48 hours prior to any excavations l2 The Clty will be given 72 hours notice prior to scheduling n shutdown Vhere connections require 'Field verlflcntlon', connection points will be exposed by contractor nntl fittings verified 48 hours prior to distributing shut down notices 13 At any connection to nn existing line where n per valve Is not Installed, the exlsting valve must be pressure tested to Clty standards prior to connection If on existing valve falls to pass the test, the contractor shall make the necessary provisions to test the new line prior to connection to the exlsting system or install a new valve 14 After completion of all Items shown on these plans nntl before acceptance of the protect, the contractor shall obtain o 'punch list' prepared by the City's Inspector detailing remaining Items of work to be completed All Items of work shown on these plans shall be completed to the satisfaction of {he City prior to acceptance of the water system and provision of sanitary sewer service 15 A copy of these approved plans and applicable city tleveloper speclflcatians nntl details shall be onslte ' during construction 16 Any revisions made to these plans must be reviewed by the developer's engineer and the Lity of Yelm prior to any implementation In the fleltl The Llty shall not be responsible for any errors nntl/or omissions an these plans EocE rc r wAmv nulr w XW2 I r1PICK IN PROrECIEO MERS L' NCN-PRORCIEO 1REA5 (UNNS. Eit ) UT-4 3-0 ruL REWIRE SEANCE BOxES (CMSW qi MCX] AeoxE cRWxo -~E:ISnxc a+Wxo Ia~A CCPPER iONlxc wRE W WCE .VtWNO LIFANWi srAxomPE NEW a PK SENEA LW C£ SIEP iM'N PK c a uxE (rn) (wx) TEST rEC Ex s-aE Ta Twxx F"a mu:r eAPT1E NWY IERHCO LW RIXC qi APPRO`hD EWRL Pmxca cWPUxc aR APPRaIEp EWRL TYPICAL CONNECTION PM% PM% MTp DWG x0 7-7 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVED FOR BY• Development APPROVAL EXPIRES: e ~ 2 ~ C C O - n n a ~ m x m a P ~ a O ~ E m Z_ ~ O_ z m (7 V °L (/1 u a) w r o w 0 0 a W E W O U >i V a J ,°x. 6 O O U O m 3 (~ z W O _~ s o ~ E ; a ~ 2 W z w ~+ w w o ~ ~.~ ~ S-1 O ~ O U . ~E~ x x..yI ~ i-I WJ V 00~ `°3 r~ v C v O U L A a a E °' ~..~ z Q) _ w V (~ ` *" O ~ U ~ ~ ~ a h [-' r ~ '~ V O ~ YM o O x ar Q Q R `F' ° wA~J'd.nn Oo` in x' s ~}y~arslf4~ v~ %ONAL E*PNES II/%/ SHEET ID CODE UT4of4 SHEET No 6of13 CONSTRUCTION DATE: Review Engineer SEC:24 TWNSHP.I7N RNGE IE W.M ^wNER~ cANmDTTA, JOSEPH a PATRICIA' c o 0 ~ PARCEL # 21713340403 ~ UWNER DAMS JR YUNG C a FRANKIE ^WNER KITCHEN JAMES A ~ PARCEL #~ 2U13340405 ` T T ~ PLAN S , ~ PARCEL # 21724210104 ~ ¢ o i o • 1 1 ~ ~ z m s m i ~rr 1 _ _ __-__ r1.T.~.. ..~..~..~.. .e ~..~. . .-.._..-.._..~.._.._ ms. _ o ~ i r ~.. ~.. ~..~..~.. ~.. ~.. ~.. ~erw t~1rt•~rr~o ~ ' I 1 (') U ` CEMENT CONCRETE ARPROACH W / Y ~ ~ (TYP) ROA9WAY CROSS SECTION ` ` I 2 7 00~ w o r W m W ~ ¢ +~ -------------------------------------------r~f~-------------------------------------------C-=f' - ------------------------------------ a 17+00 15+00 16+00 a ¢ ¢ z d m o < ~ o o Y ~ a ~ ~ I 00 ~ _ N,_N - ~ -------- --T------- --1- - - --~---- ---- `~ -~ ---- - --- - -- _ -- - ~ - I - - _ --- - ------------- ------ ~ - - - - - -~- - - - - - ~ _______________________ __-----___- 1 8,00' < ^ t ~ _______________________________________1.~-_____________ ___\_____________ _______ ___________~ ~_______ _____ _ ______________ B R/W LANE I ~ PLANTER ~ EXISTING ppDSERb______ ______HIKRUPE SED _____ ___________ __ __ _ __________________ __ __ _ _ ______________ _______ _____________________________________________ s zU -[ ~ _~__~___.~ ..___ r~~____~ ,GC ~ , .. ..~ . m ~ ~ .~~___~.__.~__~._ "T o o _ ~\ \® y~7 26' \f~® i 1_~ ___ _r i / ~•/ I ~ !/ / DEDICATED R/W o _ w o O / Rl5' R4' R26 MO \ ` / , NUMENTI SIGN LA x//34$00 I / / ® / • / ~ w CmG \ !~ ,~ LAN-SCAPE~ AREA / PROPOSED ~ !{ I \ / ~ E ISTIN 5' SIIDEWALK DRIB WAY / w w m 7, R2' •' ' ~ ~ KTYP) ____---_--- / • EXISTING TREES ~ w¢ o 8 LANDSCAPE BUFFE / I ~~~ ~ ~ ~ .~ ~ / ~ TO REMAIN (TYP) I • ~ ~~ / HANDICAPPED\\PARKING V E%IST CTYP) py_2 •!~ ~~ 54' ~~yy / . ING 25, Ip345001 / •/ / ~y' • \ ! ~ / FFEU 34520 Iy ~ / I • ~ _ ~ ~ ~~ ~ 10 24' ESPR 12' SSO / • x E ~ f STAND // \ ~ +// / RIS' ~ L ' ~ CEMENT CONCRETE / ANDSCAPE AREA / ~ / •• ADA RAMP ~ ~~~ Q ~ o PROPOSED 8 LANDSLAPIPI[i !! / STRIP WITH 2' W[DE GRASSED LINED SWALE /,~~/ ~ /~ RIj R2' 26'16 I ® o • / LEMEN7PADNCRETE R ~p O a 3 U / 20 ~ ~ 20, CEMENT CONCRETE CURB T /~\ \ _ / ~ (TYP) py_2 ~A ~~ R2' R l ! •• EXISTING TREES / TO REMAIN CTYP ) / \ / LANDSCAPE AREA n ~ I • \ 9 PROPOSED ACP G • \\ \ / CTYP) py_2 / /I •• VAN ACCESSABLE SIGN SYMBO / / \, IO' BELOW INTERNATION U •~ O • ^WNERi ATTWOOO, LARRY E / / \ ~~-- PA •• U N ~ , RCEL k~ 2V24210702 ~ / • /3A,~~0_ ~ ~`\ _ \- • M T- 10'x12' DUMPSTER PAD N w O ~ i 1000 BUILDING / / / 1000 BUILDING SETBACK WHEEL STOPS R / / •• SETBACK p„ > ~ ~ ~ ~ ~ ON a / (TYP) / ~ SW_2 l/ • i / . O ~ ~ / Q x / ~ ~~ , ASSUMED PROPERTY LINE (TYP) / / / •~ • CALL 48 HOURS ~ / ' ~ / ~ BEFORE YOU DIG • / / •• / TRICT ~ / / / .~ ^WN R H FND OCASEO MON/WSDOT IN YELM ON YELM AVT SE & 93RD AVE DATU sE R/w MoN POINT FALLS I1' sourH & 1-800-424-5555 TLS ti` A~ ~+ ~ SC E OOL DIS • • / / PARCEL q 21724210500 % / / •• / / ~ 2' WEST OF CENTER OF INTERSECTION NGVD 29 ELEV=34290 NUT A BOUNDARY SLIR VEY FOR CONSTRUCTION USE UNLY APPROVED FOR CONSTRUCTION T~ BY' DATE; Development Review Eng>neer ~~~~ ` "E 0°~"~p1 • • • / ~NSTrpUAL I' o zoTODtn7i=zo u ~ SHEET ID CODE % ~ • ~ Flo APPROVAL' Pv 1 of z .~ EXPIRES: SHEET No v 7of13 SEC:24 TWNSHP • 17N RNGE:1 E W M Y URBAN ARTERIAL PV-2 R/W ~ R/W 10 J2 10 n c a y '^ y _ 7 fi 6 6' I I 6 1 6 11' S 8 6 ~ y y m ~ ? ~ O = m 'U y O n m Z O ~ a D - ~D fl - a ~ -1 D ~K D m ~ s v n it I"~\v I I L -2 5 10X ~2R 2R~ 2 MA% CEM ENi CONC BARRIER CURB ANO CU TIER NTS GENERAL NOTES 1 NO "ON STREET" PARKING PERMITTED 2 REFER TO RELEVANT SECTIONS OF THE DEVELOPMENT GUIDELINES FOR ADDIP ONAL INFORMATION ON STORM DRAINAGE, STREET LIGHTING, PAVEMENT STRUCTURE ECT 5 I/R• 6 I/2' T slz a IR TTc I/I R ' AA. _ ul .b •• n• . a 1111___ 1 L J C M N ONCRE BARRIER CURB AND R „ z ~yA' f T ON R RARR R RR ¢1 • n .2 ~ N° ED cuae D c CITY OF YELM DEPT OF PUBLIC WORKS Names CEMENT CONCRETE I EMP Nl9p1 JgNi YA1EgK i0 ff J/8 Mlp FlidIXOm .Id Hr fluIIl fVU MI«xESS6 LWO2iE CURBS z rmu ero a6mmE NsPECnax REanxm mFart enPRoem DwL xo POAONL QNLREIE 4-~ ' s E,IPensw alxrs to e[ Pu® an a ~NrzRS vueuc xwNS wRSCTOR oAtE . l ohs Dvm aD DArz .E6 _ s-c _ s-C s-< 3/15/96 APPROVED FOR CONSTRUCTION BY DATE: Development Review Engineer APPROVAL EXPIRES: Q sic 0 r a m=m 0o mEm z i o E ~ < ~ m ~ V n Dy m LL r ~ w O w z O a W U O y 3 U 0 n u_ ,°, a o o v n [I m o~~ a O LL w w W > > w W Q 3 w CL a r, ~/ • 5-~I ~ G7 ~ -+ ~ ~ ~ . ~ o O U. oa ~ S-'-N bA 0 v 0 '°3 G U O U C J o ~ Q~ cd U ~ '" ~ ~ ~ f/J [i ~ v o p-I Q 0 o x Q .~, , v ~~~ ~f oNU Y.iwo, SHEET ID CODE PV2of2 SHEET No 8of13 1ONSITE AC PAVEMENT SECTION PV- .SCALE N T S 020 AC PAVEMENT, CL A PG-64 - 0 20 CRUSHED SURFACING, TC 0 7 BALLAST ^ ^ ^ ^ ^ HANDICAPPED PARKING PV-d Nrs ~NHEELCHAIR RAMP EQUAL V LL w U 6 .6 FOR L 5 D' ~t60' l I svMaDL fi' STRIPES COLOR AS PER SPECS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SEC.24 TWNSHP.I7N RNGE:lE W.M APPENDIX S-STORMI/ATER NOTES 1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH CITY/COUNTY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF WASHINGTON STANDARD SPECIFlCA TIONS FOR ROAD BRIDGE AND MUNICIPAL CONSTRUCTION (WSDOT/APWA) 2 TEMPORARY EROSION/WATER POLLUTION MEASURES SHALL BE REQUIRED IN ACCORDANCE WITH BECKON 1-07J5 OF THE STANDARD SPECIFlCA 7ION5 AND THE DRAINAGE DESIGN AND EROSION CONTROL MANUAL (°DRAINAGE MANUAL°) 3 PROPONENT SHALL COMPLY WITH ALL O1NER PERMITS AND OTHER REQUIREMENTS OF THE GOVERNING AUTHORITY OR AGENCY 4 A PRECONSTRUC710N MEETING SHALL BE HELD WITH THE CITY OF YELM PRIOR TO THE START OF CONSTRUCTION OR STAKING OF THE SITE 5 STORM DRAIN PIPE SHALL BE AS SPECIFED IN THE DRAINAGE MANUAL 6 SPECIAL STRUCNRES, OIL/WATER SEPARATORS, AND OUTLET CONTROLS SHALL BE INSTALLED PER PLANS AND MANUFACNRES RECOMMENDATIONS 7 PROVIDE TRAFFC CONTROL PLAN(S) AS REQUIRED IN ACCORDANCE W17H MUTCD 8 CALL UNDERGROUND LOCATE LINE 1-800-424-5555 MINIMUM 48 HOURS PRIOR TO ANY EXCA VA DONS 9 ALL SURVEYING AND STAKING SHALL BE PERFORMED BY AN ENGINEERING OR SURVEYING FlRM CAPABLE OF PERFORMING SUCH WORK THE ENGINEER OR SURVEYOR DIRECTING SUCH WORK SHALL BE LICENSED BY THE STATE OF WASHINGTON f0 THE MINIMUM STAKING OF STORM SEWER SYSTEMS SHALL BE AS FALLOWS A STAKE LOCATION OF ALL CATCH BASINS/MANHOLES AND OTHER FlXNRES FOR GRADE AND ALIGNMENT B STAKE FlNISHED GRADE OF ALL STORMWATER FEA NRES, INCLUDING BUT NOT LIMITED TO CATCH BASIN/MANHOLES RIM ELEVATIONS, OVERFLOW 57RUCNRES WEIRS, AND THOSE PIPES THAT DAriIGHT 17 PIPE MATERIALS USED FOR STORMWATER CONVEYANCE SHALL BE AS APPROVED BY THE JURISDICTON PIPE SIZE, SLOPE, COVER, ETC SHALL BE AS SPECIFIED IN THE DRAINAGE MANUAL 12 ALL DRIVEWAY CULVERTS SHALL BE OF SUFFlCIENT LENGTH TO PROVIDE A MINIMUM OF 3X SLOPE W7TFl 1 FOOT OUTSIDE THE EDGE OF THE DRIVEWAY 70 THE BOTTOM OF THE DITCH OR MATCH THE SIDE SLOPE CULVERTS SHALL HAVE BEVELED END SECTONS TO MATCH THE CULVERTS SIDE SLOPE 1J THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO APPROVED PLANS ON FlLE Ni7H THE JURISDICRON ANY MATERIAL DENA RON FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE ,RIRISDICPON 14 A COPY OF THE APPROVED STORM WATER PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS 15 ALL DISNRBED AREAS SHALL BE SEEDED AND MULCHED OR SIMILARLY STABILIZED TO THE SATISFACTION OF THE JURISDICTION FOR SITES WHERE GRASS HAS BEEN PLANTED THROUGH HYDROSEEDING, THE PERFORMANCE BOND WILL NOT BE RELEASED UNTIL THE GRASS HAS BEEN THOROUGHLY ESTABLISHED, UNLESS OTHERWISE APPROVED BY THE JURISDICTION i6 ALL BUILDING DONNSPOUTS ON COMMERCIAL SITES SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS OTHERWISE APPROVED BY THE JURISDICTION 17 ALL EROSION CONTROL AND STORMWATER FACILITIES SHALL BE REGULARLY INSPECTED AND MAINTAINED BY THE CONTRACTOR DURING THE CONSTRUCTION PHASE OF THE DEVELOPMENT PROJECT 18 THE CONTRACTOR SHALL BE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT FLAGGERS, AND ANY OTHER NEEDED ACBONS TO PROTECT THE LIFE, HEALTH AND SAFETY OF THE PUBLIC, AND i0 PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFC AFFECTED, ALL SECTIONS OF THE CURRENT W S D O T STANDARD SPECIFlCARONS FOR TRAFFIC CONTROL SHALL APPLY 19 IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND OTHER RELATED OR REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITY IN THE JURISDICTION'S RIGHT-OF-WAY I7 SHALL ALSO BE THE RESPgJ51BU7Y OF THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS PRIOR 70 ANY CONSTRUCRON 20 NO FlNAL CUT OR FlLL SLOPE SHALL EXCEED TWtl (2) HORIZONTAL TO ONE (I) VERTICAL NITHOUT STABAUZING BY ROCKERY OR BY A STRUCNRAL RETAINING WALL 21 THE PROJECT ENGINEER SHALL VERIFY THE LOCATIONS, WIDTHS, THICKNESS, AND ELEVA RONS OF ALL EXISTING PAVEMENTS AND STRUCNRES INCWDING URURES AND OTHER FRONTAGE OF ALL EXISTING PAVEMENTS AND STRUCNRES. INCLUDING UTILITIES AND OTHER FRON7AGEIMPROVEMENTS THAT ARE TO INTERFACE WITH NEW WYMK, PROVIDE ALL TRIMMING GUTTING, IMPROVEMENTS, THAT ARE TO INTERFACE W71H NEW WORK, PR014DE ALL TRIMMING, CUTTING, SAW CUTTING LEVELING, SLOPING, COATING, AND OTHER WORK, INCLUDING MATERIALS AS NECESSARY TO CAUSE THE INTERFACE WITH EXISTING WORKS 70 BE PROPER, NITHOUT CONFLICT, ACCEPTABLE TO THE ENGINEER AND THE JURISDICTION, COMPLETE IN PLACE, AND READY TO USE 22 COMPACTION OF ALL FILL AREAS SHALL BE PER CURRENT APWA SPECIFlCA RONS FlLL SHALL BE PRONDED IN 6° MAXIMUM LIFTS AND SHALL BE COMPACTED TO 95 PERCENT OF ITS MAXIMUM RELARVE DENSITY 23 CONTRACTOR SHALL PROVDE DENSITY TEST RESULTS TO THE ENGINEER FOR APPROVAL CROSS SECTION A-A SUT-2 NTS ELE ' I, SIB GRASS LINED SCALE - ~~ _ it TOPSOIL SEE ~I -~--)ELEV VARIES i,' ~ I (T~) NOTE AeovE -zaa--~ CROSS SECTION B-B Nrs ROOF DRAIN CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CONSTRUCTION DATE Review Engineer i. ,. ~ ~ U ~ N _N `++ O cd v' ~~~~ ^ o o Q C ~ V] O o x Q TG.QL 3w ,~ ~R1AL .~ ~„„o> ' SHEET ID CODE I SW2of2 SHEET No 10 of 13 14 3 t (TYP ) 2 nn 0 S ROOF DRYWELL $'~T- NTS 10 DESIGN STORM ELEV~ Nbj~ a/ A \LASH H BLOCK p - ~~8~~$b i m 3 ~ ~ N~~,A J/4" WASHED ROCK F O ~ _E ~ o W 3' x 3 TRENCH (MIN) - 8 °y$° SCS CLASS A OR a ~ ' w ~ a LLl ~, 8x B SOILS p ~ ~ w o CC r~ 3 w 3 w w w ¢ w ¢ < o R WHEEL STOP o'r?j ~ SW- SCALE Nis ~~~~ ~-1 (I] O J O ~ °j ~ y ~ SEAL ANNULAR OPENING -2'-0' I ~ ylW/ EPOXY MI%TURE -14 o ~ ~.yy y .,~~ y ~1 ~I w / V ~ T 1/p° BAR 18" LONG " ~y ~ i..l ~ O 6^ 2 PER CAST UNIT a TOP OF SIDEWALK ° ~ w Tpp OF ACP X1/2 MORTAR GROUT SLOPE 27• MAX I C t 9 S- - P. TOP OF SIDEWALK 72" F-e-{ TOP OF ACP SLOPE Ij29. MAX I APPROVED FOR BY: Development APPROVAL EXPIRES _ SEC•24 TWNSHP:I7N RNGE.IE W M. SITE PLAN ~ • / `~~ \ ~\ I \ ~' ~ '_ " .~ -- - - • - --------- --------------------1--------------------------------- ------ ------------ ---------- ~ _ __________ 15+00 .______________________________ _ ____________t__ . p ______ ___________ _________ _______ 0 i T - BEGIN PAVING A7 r ~ EDGE OF ASPHALT ~ MONUMENT SIGN / EXISTiNF, nITCH ~ FXl Y~-\ --~ ~ WSDOT MONUMENT FND CASE MON/WSDOT IN YELM ON YELM AVE SE & 93RD AVE DATU SE R/W MON POINT FALLS 11' SOUTH & 2 WEST OF CENTER OF INTERSECTION LANDSCAPE AI NGVD 29 ELEV =342 90 NOT A BOUNDARY SURVEY $' LANDSCAPE BUFFER FDR CONSTRUCTION USE ONLY ~ I MUST tOUAL I' o 20 TO HHa i^=ao' 34366 - \ ~~~ ,110 PROPOSED l2'x~4' ESPRES~f] STAND / \ ~ ~ . 343 40 LANDSCAPE AREA - Rl j 50 OWNER ATTWOOO, LARRY E PARCEL ki 21724210702 i / / i / p0- - ~' / 3p3 10' ~ DUMf/STER PAD ~ / / '~ •• ~ . / / ~ ,. l ~ , , , •,/ / / / ~~ ~~ . / / ~~ ~ / / / / / ~/ ~ / / / / /,. / L CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPROVAL EXPIRES•_ APPROVED FOR CONSTRUCTION BY• DATE Development Review Eng>neer i ~ ~ z 0 N m o~ <~ O Z ~ w w w > > w w 0 [LI Izl a' tX r~ ~ , ~.yy ti . V] y.y ~ ~ ~ ~ s o V.ti ~ ~ S~ b!l v Q ~ ~ ~ m ~3 o u G~ O ~ U N ~ w ~ ~ O O S~ „~ U ~ ~ ~ v~ C s., Y ON ~ ~ O o x ra v ~r~^L~s TGn~.rn~ 3 - `A AQU4 o.,,~,o, SHEET ID CODE GR1of1 SHEET No 11 of 13 is - . F ~ - - . r ~ - ~ - ti- L 343 40 344 9R26 ~ PROPOSED ~ ~ ~ //345 OO I 1 / / '.IS' 4' S' SIDy MALK I j ~/ R2' / ~ fji ~__ / I I LANDSCAPE AREA / 54' ~[~~ / /m ~4 eo 25, ip.t45001 / / ••~ 1D- emnoma - _ J ~I ~i ,.~ / Rl5' 344 60 ~ ~ a 344 70 ~ / ~ I / / ••/ R2 26' 34420 ~ / ~ ~ •/ 1 16+~~ I 17+ ----------- I ----------I- f0-- DITCH , ----.._.. -T--------~ ~~ -~~ ® /, .% / ~/ DEDICATED R/W / • EIXISTING R/W / • EXISTING TREES I• TO REMAIN CUT/FILL QUANTITIES CUT 73 35 FILL 13016 NET/FILL 5681 zo• 34410 I I /o ./ - \ / ,344002ga 30 3aa 30 ~I I /C ~ / ~ / EXISTING CONTOURS ~ ~ r~ I /`'~/•• GRADING CONTOURS R2' 1{ / \IO g, 1343 ~i / /~ 0 10 0 •• 34340 ~/ I~ 10 SEC:24 TWNSHP.I7N RNGE.IE W M ~ ~ ^wNER KIrcHEN, JAMES A PARCEL # 21724210104 z ~ ~ o N 0 S ^WNER CANDIDTTA, JOSEPH & PARCEL # 21713340403 I~ATRIC IA ~ T ^T~ 7T UWNER DAMS JR, YUNG C 6 ERANKIE SI~j'~ P . e a ¢ ~ ? LLyiV 11 PARCEL # 21713340405 i` ~ o ~ m ~ m - .i: - - - _ _ - a ~ E \ \ ~ LL ° m W Q \ ~\ \ ~_ _ / -------- ~ I \ f ----~_:___ ______==__________::___ _________--------------------------- ___ ______________ __ ------- - - - - --- ------------------------- O = '~ - W E Q 0 w 2 Z o y o W H ------'-----------------------_-----------'----'-- $~.__________~ ____________ ________-:___- ======T~f~-------------------------------------------t-=i'~tT~ 15+00 0 16+00 17+00 ~ LL ~ U - ° - y O 3 O w U o d I 0 V -----~ ----- - ~ - ---_~--------- 1-------- ~ ----- -S --- ----!-----------L----------- ~ - - ~1C~ ~-N~l-- ~ ------ ----~ I -'-- EXISTING R/W _ I i -~ I ~ O I + E - ~ __________ -____________L____ ~___ ~~~_ ________~__ _~.l__J ~ \ \® ~ 34' .~ _ -® -i - ~~5 ~--~ / __ __ ~ __-~_-_____ - ~- - j - - ~ ~ __ ______-_____ DEDICATED R/W ~ o w < ~ i ~ CUNSTRUCTION Y ' i E~ISTII~G I . ~/ / ~~ w w s Q M - ENTERANCE ER-2 / / I OftiVEWAY ~ ~ / > > o I i ---------- WBDOT MONUMENT I I / ~. EXISTING TREES ~ ~ DATU / FND CASE MON/W500T I _ _ _ I I IN YELM, ON YELM AVE SE & 93RD AVE V I SE R/W MON POINT FALLS 11' SOUTH & / ~ I EXISTING` x345 00 ~ ~ / / T^ REMAIN / : ~~nn ~/+./ IG , WEST OF CENTER OF INTERSECTION ~ 1 2 / STRUCTURE 25' NGVD 29 ELEV=34290 / / ~ y ~ / / NOT A BDUN-ARY SURVEY / / r`-PE=345 2O 1 ~ / I J / . / / ~ ~ _ },y ~ N I I / FOR CONSTRUCTION USE ONLY / / / _ _ _ ~ ~ / / / / T S A ~ ~ .~ o ~ ~~~ ~ 0 20 T 20 / ~ O BE A T I ~~ ~ / X ROSIUN CONTROL FENCING / , / ~ ~ „ / ER-a' ALONG PROPERTY LINE CTYPJ / ~ / ~ ~i bA a Q O tom" ~ i .. 1o so ~ 3 ---~ / r \ J / I I®//o ~/ ~~ o v ~~ ~I ` /t~~ / 34400---- ASSUMED PROPERTY / ~ °' `a LINE <TYP) ~ / \ _, ~ I ~ /.~ / I / / / I / / ~~ / ^WNER / / ~l LARRY E / / ATTWDDD ~ ~ ~ PARCEL , ~ # 21724210702 / /~ ~ ~ ;? / / ~ ~ 0 / > / ~ / / -i ~ ~ Q V_ / / ' a x w / ,, . / //~ r / / / is / / ' ;~ CALL 48 HOURS BEFORE YOU DIG / ~ ~ / // / /.~~ 1 -800-424-5555 3 ~,A~,~~ ~ / / / /~'~ APPROVED FOR CONSTRUCTION S. ~WiAL T+ / t / ~•' / . BY: DATE Development Revlew Engineer ~a~,,,~,~, ~ ~ ~ SHEET ID CODE ~ ~' APPROVAL ER 1 of 2 -: v EXPIRES, SHEET No 12 of 13 SEC:24 TWNSHP:I7N RNGE•lE W.M. X EROSION CONTROL FENCE ER-2 scALE Nrs FILTER FABRIC MATERIAL 60" WIDE ROLLS- -2"x2"x14 GA W7RE USE STAPLES OR WIRE RINGS TO ATTACH FABRIC OR EQUIVALENT FABRIC 70 MIRE 2"x2"x14 CA W7RE- FABRIC OR EOUIV FILTER FABRIC- ® 6' MATERIAL 2'D' ~ ~ - oQO °° ~ PROVIDE 3/4' TO t-U2' o00 12, 5'0' WASHED ROCK OR NATIVE ) o ' BACKFILL ON BDTH SIDES °oo BURY BOTTOM OF FILTER MATERIAL DF FILTER FABRIC FENCE o°o 2'6' IN 18"x72" TRENCH -~ 2"x4" WOOD POST R=25 MIN `1~\ 6'MAX ALT STEEL FENCE POSTS `2"x4" WOOD PO5 T5, STANDARD OF BETTER ~ FII.TfiR FABRIC FfiNCfi NOTfiS 1 FLTER FABRIC SHALL BE PURCHASED IN CONTINUOUS ROLL CUi TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS WHEN JOINTS ARE NECESSARY, FLTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST WITH A MINIMUM 6" OVERLAP, AND SECURELY FASTENED AT BOTH ENDS TO POST 2 POSTS SHALL BE SPACED A MAXIMUM OF 6 APART AND DRIVEN SECURELY INTO THE GROUND (MINIMVM OF 30") J A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8" WIDE ANO 72" DEEP ALONG THE UNE OF POSTS AND UP-SLOPE FROM THE BARRIER 4 WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UP-SLOPE SIDE OF THE POSTS USING HEAW-DUTY WIRE STAPLES AT LEAST 1' LONG, TIE WIRES OR HOG RINGS THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE 5 THE STANDARD STRENGTH FLTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 " OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH THE FABRIC SHALL NOT EXTEND MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE FLTER FABRIC SHALL NO7 BE STAPLED TO EXISTING TREES 6 WHEN EXTRA-STRENGTH FLTER FABRIC AND CLOSER POST SPACING IS USED, THE N1RE MESH SUPPORT FENCE MAY BE ELIMINATED IN SUCH A CASE, THE FLTER FABRIC IS STAPLED OR W7RE0 DIRECTLY 70 THE POSTS W17H ALL OTHER PRENSIONS pF ABOVE NOTES APPLYING 7 FLTER FABRIC FENCE SHALL NOT BE REMOVED BEFORE THE UP-SLOPE AREAS GAS BEEN PERMANENTLY STABILIZED e FlL7ER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REWIRED REPAIRS SHALL BE MADE IMMEDIATELY 1 SEDIMENT PONDS SHALL BE CLEANED OF ALL DEBRIS BEFORE CONSTRUC710N OF THE RETENRON BASINS 2 CONSTRUCT SEDIMENT PONDS AS REQUIRED 3 THE RETENTION BASINS SHALL BE VSED AS THE SEDIMENT POND EXCAVATE SEDIMENT POND TO A DEPTH OF 7' ABOVE THE FINAL ELEVATION OF THE RETENTION BASIN COMPLETE THE EXCAVATION OF THE RETENTION BASIN AFTER ALL OTHER PORTIONS OF THE PROJECT HAVE BEEN COMPLETED Y CONSTRUCTION ENTRANCE ER-2 ROCK PAD DETAIL N 75 EXISTING R- 12' CONC CULVERT (MIN) / WHERE DRAINAGE DITCH EXISTS O o Oo ~ ~~ oO ~ ~O ~- 6' MIN 4" TO 6" QUARRY SPACES AS REQUIRED IAIN ~PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA mini ~ ' ' i ' ' y c . _ , O m 3 z C7 z W °- E ~ ° > a a ~ a - ~ o z w ~ ~ ~ 3 w w w m r `o ~ + + J .y , ~. I i~l ~ '' O O U . r. o0 , y y ti i--1 x//J C DOS ~°3 ~ " v c v O U a ~ O U ~ ~ O `+~ ~ O O ~ U ~ ~ ~ ~" O U O ~ N ~ O O LTa O x Q CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 APPRQVED FOR BY Development APPROVAL EXPIRES _ \ Q ~ oo O N Q TGRY ~ o' v ~' LAVAL ~T Pw,R ~t/~]/o) SHEET ID CODE ER2of2 SHEET No 13 of 13 GOniSTRIICTIOnI DATE Review Engineer ___DRIYEWAY _____________ ENTRANCE /` i / ``~ i / ~ \ ~ -_._ A @~ r / „ (~~ - --~ ti y~ .~ _; O ~~ ~ : r 7«t~ }F'# b .'~ 3 /j "t°~ _: ~, ,~ _ ~/" LAWN a CALLUNA VULGAR. HEATHER VIBURNUM DAVIDII ^DAVID'S VIBURNUM ~ARCTOSTAPHYLOS~ KINNIKINNICK ,1 rl t ~ i ~ ~ U A-~IURSI i LAWN I 1 j s ~, t ONYMUS FORTUNEI RADICANS COMMON WINTER CREEPER ~( EX(:;TING STRU:,TURE L_ ~ FE=345 2C , `-PRUNUS L `QSTO-LUYKEN ~! OO-OTfO LUYKEN LAUREL VIBURNUM T 'SPRING BOUQUET' SPRING BOUQUET VIBURNU~~M ffi i ~ ° LAWN I ,--r -~ ~.1.; E ~ , U ~ I ,~ ~ ~ __ j ~ ;. ,i 1/ - `_ _ _ 1 /, ~ J ~~~~J'~ __ _ _ _ ~ ~j~- f PINUS CONTORTA`'~ - ~ i' SHORE PINE '~X PROPERTIJ LI LAWN = U 1~ s_ ~ ~~~ a lJ- ~j ~/ ~._~~ ~/ v, ACER ~IRCINATUfvI / O~`C VINE MAPLE y ~ L'% ~~' 8 1 t ~~"~~~~ ~ 4 ~~ ~~ .. i t / I " i ~ _ /f ~~ .~~ ~f 8 --------------- , ~ m ~ =W~mn e SS Y 9 EFS .N } ~ ~ b ~ ~ ~ ° 4 LAWN L 4 EXIST1CtiG 1 REFS 40 RE~rlAlly PLANT LIST BOTANICAL NAME/ QTY COMMON NAME SIZE NOTE TREES > ~ 7 ;~ ACER CIRCINATUM VINE MAPLE 4-5' HT B & B g PINUS CONTORTA 4-5' HT B & B SHORE PINE STAKED ° 23 PRUNUS CERASIFERA 1 5" CAL B & B KRAUTER VESUVIUS PLUM SHRUBS 44 CALLUNA VULGARIS 1 GAL HEATHER "'~ 31 PRUNUS L 'OTTO LUYKEN' P_3' 1- EXISTING SEPI-. ThRIK ~'~ OTTO LUYKEN LAUREL 10 E= RB>",NCO~~iE~ ~~ 32 VIBURNUM DAVIDII 3 GAL DAVID'S VIBURNUM (~ ~~ 20 VIBURNUM T 'SPRING BOUQUET' 3 GAL '~-~ SPRING BOUQUET VIBURNUM GROUNDCOVERS ' ', 63 ARCTOSTAPHYLOS UVA-URSI i GAL P ;~ 570 SF KINNIKINNICK /j~~ 75 EUONYMUS FORTUNEI RADICANS I GAL a is zo ~ ® A // ~ 674 SF COMMON WINTER CREEPER >"" = zO" ~ (~~" 1256 GAULTHERIA SHALLON 1 GAL "' ""`~` 2303 SF SALAL 36" 0 C 36" 0 C 36" 0 C ^3 n3 0; N~n W m =a_ ~~ mW a_~ z o LIJ ~ a ~ c > ~o v~ ~ ~=a U~}' ~ ZEW. D no ~ ° $"~ l\` ~`~ ~~ n~ v R~ - ~ as o ~x L i~ ~ v~ 0 ~ gs n o ss ~: a x ~_ SHEET LI - - } -- ~ ~ / ~p